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2006 372-G (Plans)RIGHT OF WAY NOTE: OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTWEN -I AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NO NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NO ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. WORK TO BE DONE A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVEL BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION FOR CORAL COVE, ENCINITAS, CALIFORNIA ", FOR THIS PROPERTY PREPARED BY GEOCON INC DATED FEBRUARY 9, 2007, PROJECT #07164 -32 -03 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATI0NS AND SPECIFICATIONS CONTAINED IN SAID REPORT J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXIS77NG PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND OF WORK: AO SEWERSN OLEUCADIAE WASTEWATER DISTRICT - (760)- 753 -0155 GRADING AND IMPROVEMENT PLANS FOR: B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER -SAN DI C BELL WATER DISTRICT -1- 800 - 227 -2600 � O ��� I ' D. TELEPHONE - SBC BELL (760)- 489 -3411 UOVE E. CABLE - -COX COMMUNICATIONS-(760)-806-9809 T O W AT ER DI 1 - 800- 27 2600 WORK TO BE DONE THE GRADING CONSISTS OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS: 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES 1) SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760) - 633 -2770. O F ENCINITAS, CALIFORNIA fl1REEE SM 2) 71 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (' GREEN BOOK"), nrry nc rn,n,nurnc won n,n1c enin CY(`dl /d TIOnl Y1Rn1AId Nt,F J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. • (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET xxx) 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TOD FONTANA AT (858)- 526 -6500, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS VIMIM Kll(00 E, AUTHORIZED AGENT S_ OME9 LP 9990 MESA RIM ROAD SAN DIEGO, CA 92131 0 DATE TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A (858) 526 -650 HAZARDOUS CONDITION. GRADING NOTE NOT TO SCALE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF A BUILDING AND /OR GRADING PERMIT, THE APPLICANT SHALL PROVIDE A LETTER OF SOILS ENGINEER'S CERTIFICATE SHALL BE INCORPORATED HEREON. VERIFICATION TO THE PLANNING AND BUILDING DEPARTMENT STATING THAT A QUALIFIED PALEONTOLOGIST AND /OR PALEONTOLOGICAL MONITOR HAVE BEEN RETAINED TO IMPLEMENT THE MONITORING PROGRAM PER MEASURE PALEO -1A 1, EMILIO ALVARADO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE MITIGATION, MONITORING AND REPORTING PROGRAM (MAY 2006). PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONFIRM THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN ON -SITE CONSTRUCTION MATERALL STORAGE THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON SAMQW 29,2007. ONE 9. ALL REMOVABLE PROTEC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR RECOMMENDATIONS, HAS BEEN SUBMITTED THE OFFICE OF THE CITY ENGINEER, FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND OPINE THAT THE RAINFALL. SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. RECOMMENDATIONS INCLUDED THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. Q�pFESS /ti STORMWATER POLLUTION CONTROL BMP NOTES (PART A) RELATIVE TO ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, QUO \cy ALI/ 9r STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONSTRUCTION ACTIVITIES PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH `? u�i No.669 5 o m B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A CONCRETE WASHOUT SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL - ��d w Exp.09/3Npi i SIGNED:_ STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE TIMES. -_ -- a a EMILIO ALVARADO DATE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT * ,k RECOGNIZED HOLIDAYS. AREA TO CONTAIN WASHOUT WASTES ON SITE, IT IS ILLEGAL TO WASH CONCRETE, TRAINING RCE NO. 66915 EXP. DATE.• 0/0 s C1y►t �P SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CAL1� 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE JOB GEOCON N ON IN C. -32 -03 BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE "PRESENT.- CITY INSPECTOR, CIVIL DESIGNATING THE WASHOUT LOCATION. FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST 6990 FLANDERS DRIVE PERMITTEE, THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST CONSTRUCTION SITE ACCESS INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. SAN DIEGO, CA 92121 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. (858) 858 -6159 A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES WASTE MANAGEMENT STATEMENT OF ENGINEER OF WORK 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF 7HE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY CONSTRUCTION VEHICLES CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS /DIKES SHALL BE PLACED AROUND REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF, DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND AS EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WIT74IN PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NPDES STATEMENT S7RUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF NO. 372 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE TRASH MATERIAL. ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". DEVELOPMENT OF THIS PROJECT WDID# 9 37C343680 SHALL COMPLY WITH ALL AND IT THEREFORE DOES NOT RELIEVE 774E ENGINEER OF RESPONSIBILITY FOR THE THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99 -06 MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO ENGINEER WHO CERTIFIES SUCH GRADING OPERAT70N. DWQ (N.P.D.E,S. GENERAL PERMIT NO. CAS000002). WASTE DISCHARGE REQUIREMENTS FOR AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY IN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ANDHAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND PLACEMENT AND COMPACTION OF FILLS AND BAC REQUIRED AND COMPACTION OF THE COMMENCEMENT OF GRADING ACTIVITIE, AND A COMPLETE AND ACCURATE NOTICE OF EMPLOYMENT NO ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE INTENT (NOl POLLUTANTS' SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES' AROUND THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING )SHALL BE FILED WITH THE SWRCB. A COPY OF 7741S PROJECT SHALL BE FILED OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM WITH THE CITY OF ENCINITAS WHEN RECEIVED, FURTHER, A COPY OF THE COMPLETED NOI THE SITE. SIGNED: DATE: 7 i8�7 OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH R OND L. MARTIN THE CITY OF ENCINITAS WHEN RECEIVED. PORTABLE TOILETS MUST BE IN GOOD A WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. REGISTRATION NO. 48670, MY REGISTRATION EXPIRES ON 06130108 PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS FIRM: HUNSAKER & ASSOCIATES SAN DIEGO, INC. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE SURFACES. ADDRESS: 9707 WAPLES STREET PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL PROPERTY COVERED BY THIS GRADING PERMIT NO. 9580 -G AND BY THE SWRCB ORDER NO. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST SAN DIEGO, CA 92121 SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK 99 -08DWQ AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH SPECIAL ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE TELEPHONE: (858) 558 -4500 ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF PROVISION AS SET FORTH IN SECTION C.7 OF SWRCH ORDER NO. 99- 08DWQ. FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION ZNEA PO�. L FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE CONTROL MEASURES HAVE BEEN INSTALLED. OWNER OF LAND ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. , 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL ,o ENGINEER OF WORK'S AS -BUILT CERTIFICATION BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER - -- _- _----- - --- Z�T•Z_- LEGAL DESCRIPTION. AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE S!G ATTIRE F, LAND OWNER DA 7E ALL THOSE PORTIONS OF BLOCKS 11, 12 AND 17 OF NORTH LEUCADIA, IN THE CITY OF ENCINITAS, COUNTY OF SAN I, ?A)/�OUb L. Mi4oN A REGISTERED CIVIL SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 524, FILED IN THE OFFICE OF THE COUNTY ENGINEER IN THE STATE OF CALIFORNIA, HEREBY DECLARE THAT i HAVE SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED - - -- - - - -__ -_ RECORDER OF SAN DIEGO COUNTY, APRIL 6, 1888, TOGETHER WITH THOSE PORTIONS OF THE CLOSED STREETS AND EXERCISED RESPONSIBLE CHARGE, AS DEFINED IN SECTION 6703 OF THE SOILS SHALL BE SCARIFIED TO A DEPT14 OF 12 INCHES AND THEN COMPACTED TO A PRINTED NA OF ABOVE PERSON ALLEYS ADJOINING SAID BLOCKS. Q BUSINESS AND PROFESSIONS CODE, OVER THE PREPARATION OF THE AN MINIMUM OF 90 PERCENT !T SHALL BE E CO A INVESTIGATION AND SURVEY OF THE IMPROVEMENTS BETWEEN THE DATES OF 774 NTRACTOR S RESPONSIBILITY TO A��,� � PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH qM> - - q------ - - - - -- SPECIFICATIONS. TITLE 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO EROSION CONTROL PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES EXCAVATION AND ENBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, CONDITION. ALL STONES, R007S AND OTHER WASTE MATTER EXPOSED OR AND BONDED FIBER MATRIX. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROECT CHANNELS AGAINST EROSION USING 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE PERMANENT AND TEMPORARY EROSION CONTROL MEASURES COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED W17H A NET AND FINISHED REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP THE DISPOSAL OF ANY SUCH MATERIAL. DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE B. NOTIFWA ONS CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL LEUCADIA WASTEWATER b!5'TR /CT APPROVAL of DEGT.A .2 REVISIoV / A; /7, /9 4 54- PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING PUBLIC WORKS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. SHOWN ON 774ESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION Underground Service Alert =m mum CALL TOLL FREE 1 -800 422 -4133 M eonmxc nem m M nm AS - ASUILT '17116 DA 71E IT"IAOIVD /-. AAIARTJN DA TE IP.C.F. `�867D �XR Io�3o -J8 13A-IF STAT US PRIOR/Ty STbRMWATE/Z MA1N7'E1VA/10E A6RE6f'MEA1T IAoC- 20 14- 072S3,r4- PA re NOV 20,20/2. PLANNING & BUILDING PARKS & RECREATION THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN AND GRADING ACTIVITIES ARE COMPLETE. ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE //� PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. (/ 72G 4�7 LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY MODIFICATION OR REMOVAL OF STORMWATER POLLUTION CONTROL FACILITY WITHOUT A PERMIT FROM THE CITY IS PROHIBITED PER CONDTT70N ESW4. BY: DATE: BY: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE LEUCADIA WASTEWATER DISTRICT S'hEET // ✓�Fa/�SIOwIS IO/ J DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PUBLIC SEWER SYSTEM APPROVAL REVISE SyTS °3 !0 1 f LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE REVIEWED BY: LWD DISTRICT ENGINEER 1f I7 NE SN S'f II OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1 "=20' INTERSECTION OF RAINTREE DR. AND SANFORD DR.,QO� 23 0 REV, SHTS.I -!o /1 S¢ b 5 RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 VERTICAL 1 " -4' AA �.o .LA W71, ELEVATION: 65,480 DATUM: NGVD29 ST„C DEERINccnniATrc R.C.E. cvo �65i4 /nQDATE DATE: PLANS PREPARED UNDER SUPERVISION OF DATE 74840 R.C.E. NO.: 48670 AYMOND L. MARTIN EXP. 06/30/08 AND ENGINEERING PORTION OF THE AS -BUILT DRAWINGS AND THAT THE INFORMATION SHOWN 1S BASED ON Alde✓ /SuAL Pts.Vm VAno.) TO THE BEST OF MY KNOWLEDGE AND EXPERIENCE THE INFORMATION SHOWN ON THESE PLANS PROVIDE AN ACCURATE AND CORRECT REPRESENTATION OF THE AS -BUILT CONDITIONS. SIGNED: ALA DATE,•F( /7 /G REGISTRATI 0. 48670, MY REGISTRATION EXPIRES ON 06 1-3%9B' /B FIRM: HUNSAKER & ASSOCIATES SAN DIEGO, INC. ADDRESS: 9707 WAPLES STREET SAN DIEGO, CA 92121 TELEPHONE: (858) 558 -4500 ITEM SYMBOL QUANTITY SUBDIVISION BOUNDARY STORM DRAIN STORM DRAIN CLEAN OUT TYPE A STORM DRAIN INLET TYPE B_ RETAINING WALLS (COLOR PER 4,881 S.F LANDSCAPING PLANS) SOUNDWALL PER LANDSCAPING PLANS BROW DITCH (COLOR PER <= 837 LF. LANDSCAPING PLANS) SLOPES CUT /FILL LINE C_UT_ FILL DAYLIGHT LINE - LOT NUMBER 35 PAD ELEVATION r ®50.0 PROPOSED CONTOUR 100- ---°-- EXISTING CONTOUR EXISTING WATER w SDGE VAULT (PER DRY UTILITY PLAN) m SHEET INDEX SHEET 1 - GRADING TITLE SHEET AND NOTES SHEET 2 - GRADING KEY MAP AND DETAILS SHEET 3 - GRADING SHEET 4 - GRADING SHEET 5 - GRADING SHEET 5 - GRADING SHEET 6 - GRADING SHEET 7 - EROSION CONTROL SHEET 8 - TITLE SHEET SHEET 9 - KEY MAP SHEET 10- TYPICAL SECTIONS SHEET 11 - CORAL COVE WAY STA 10 +00.00 THRU 12 +90.00 SHEET 12- CORAL COVE WAY STA 12 +90.00 THRU 16 +00.00 SHEET 13- CORAL COVE WAY STA 16 +00.00 THRU 18 +75.41 SHEET 14- CORAL COVE WAY STA 20 +00.00 THRU 24 +00.00 SHEET 15- CORAL COVE WAY STA 24 +00.00 THRU 27 +19.74 SHEET 16- CORAL COVE WAY SHEET 17- CORAL COVE WAY SHEET 18- CORAL COVE WAY SHEET 19 ACCESS DRIVEWAY �IE_TS _20-53,-_ LANDSCAPE PLANS ¢ 4H6CET 5¢ 6IoRETE/V9ION DETAILS t 51.19.7 5 rj STD/PM ARAIN DETA IL S - -' OWNER: SITE ADDRESS:" _ EARTHWORK NOTESI SHEA HOMES LP 1657 N. VULCAN AVENUE FILL: 45,660 CY 990 MESA RIM ROAD ENCINITAS, CA 92024 CUT 50, 660 CY SAN DIEGO, CA 92131 APN254- 061 -01 EXPORT. 5,000 CY (858) 526 -6500 HUNSAKER & ASSOCIATES S A N D I E G O, I N C. PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST. REVIEWED BY: A f��f PERMITS DR /CDP PERMIT NO. 03 -090 MAJOR USE PERMIT NO. 03 -090 TENTATIVE MAP NO. 03 -090 c� Z m A DATE: I SIGNATURE EXPIRES 2 YEARS FROM DATE SIGN APPROVALS CRTY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRI,WING NC. RECOMMENDED QFjIN AP OVED GRADING & IMPROVEMENT PLANS FOR: BY: n1 BY: °� . C' 0 NT.]'' 372 -G g 8'� Q DATE: 4' _ DATE: 8 , /o APN 254- 061 -01 'SHEET 1 0F4 5 4 A R: \0324\ &Eng \GRADING & PVT IMPS \0324RG01.dwg[ 2018]Jul -18 -- 2007:14:47 R: \0324\ &Eng \GRADING &PVT IMPS \0324RG01.d•.vg[ 2018]Ju1 -18- 2007:14:47 V J n Ln A, 3 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES 4) STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS, TO THESE PLANS. 5) STATE OF .CALIFORNIA DEPARTMENT OF TRANSPORTATION IT IS FURTHER AGREED THAT THE OWNER ('DEVELOPER) SHALL (CALTRANS) STANDARD SPECIFICATIONS, HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, 6 ) STATE OF CALIFORNIA MANUAL TRAFFIC CONTROL, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY 7) CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER AND DESIRABLE FOR THE PROPER COMPLETON OF THE BEST MANAGEMENT PRACTICE, IMPROVEMENTS. CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, ,DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING 8) WATER AGENCY STANDARDS (WAS) PUBLIC RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO THE PURSUE SUCH WORK ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED. IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK PRIOR TO CONSTRUCTION. LEGEND ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. VIMIM Kll(00 E, AUTHORIZED AGENT S_ OME9 LP 9990 MESA RIM ROAD SAN DIEGO, CA 92131 0 DATE TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A (858) 526 -650 HAZARDOUS CONDITION. GRADING NOTE NOT TO SCALE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF A BUILDING AND /OR GRADING PERMIT, THE APPLICANT SHALL PROVIDE A LETTER OF SOILS ENGINEER'S CERTIFICATE SHALL BE INCORPORATED HEREON. VERIFICATION TO THE PLANNING AND BUILDING DEPARTMENT STATING THAT A QUALIFIED PALEONTOLOGIST AND /OR PALEONTOLOGICAL MONITOR HAVE BEEN RETAINED TO IMPLEMENT THE MONITORING PROGRAM PER MEASURE PALEO -1A 1, EMILIO ALVARADO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE MITIGATION, MONITORING AND REPORTING PROGRAM (MAY 2006). PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONFIRM THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN ON -SITE CONSTRUCTION MATERALL STORAGE THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON SAMQW 29,2007. ONE 9. ALL REMOVABLE PROTEC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR RECOMMENDATIONS, HAS BEEN SUBMITTED THE OFFICE OF THE CITY ENGINEER, FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND OPINE THAT THE RAINFALL. SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. RECOMMENDATIONS INCLUDED THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. Q�pFESS /ti STORMWATER POLLUTION CONTROL BMP NOTES (PART A) RELATIVE TO ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, QUO \cy ALI/ 9r STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONSTRUCTION ACTIVITIES PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH `? u�i No.669 5 o m B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A CONCRETE WASHOUT SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL - ��d w Exp.09/3Npi i SIGNED:_ STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE TIMES. -_ -- a a EMILIO ALVARADO DATE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT * ,k RECOGNIZED HOLIDAYS. AREA TO CONTAIN WASHOUT WASTES ON SITE, IT IS ILLEGAL TO WASH CONCRETE, TRAINING RCE NO. 66915 EXP. DATE.• 0/0 s C1y►t �P SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CAL1� 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE JOB GEOCON N ON IN C. -32 -03 BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE "PRESENT.- CITY INSPECTOR, CIVIL DESIGNATING THE WASHOUT LOCATION. FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST 6990 FLANDERS DRIVE PERMITTEE, THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST CONSTRUCTION SITE ACCESS INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. SAN DIEGO, CA 92121 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. (858) 858 -6159 A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES WASTE MANAGEMENT STATEMENT OF ENGINEER OF WORK 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF 7HE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY CONSTRUCTION VEHICLES CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS /DIKES SHALL BE PLACED AROUND REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF, DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND AS EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WIT74IN PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NPDES STATEMENT S7RUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF NO. 372 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE TRASH MATERIAL. ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". DEVELOPMENT OF THIS PROJECT WDID# 9 37C343680 SHALL COMPLY WITH ALL AND IT THEREFORE DOES NOT RELIEVE 774E ENGINEER OF RESPONSIBILITY FOR THE THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99 -06 MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO ENGINEER WHO CERTIFIES SUCH GRADING OPERAT70N. DWQ (N.P.D.E,S. GENERAL PERMIT NO. CAS000002). WASTE DISCHARGE REQUIREMENTS FOR AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY IN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ANDHAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND PLACEMENT AND COMPACTION OF FILLS AND BAC REQUIRED AND COMPACTION OF THE COMMENCEMENT OF GRADING ACTIVITIE, AND A COMPLETE AND ACCURATE NOTICE OF EMPLOYMENT NO ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE INTENT (NOl POLLUTANTS' SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES' AROUND THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING )SHALL BE FILED WITH THE SWRCB. A COPY OF 7741S PROJECT SHALL BE FILED OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM WITH THE CITY OF ENCINITAS WHEN RECEIVED, FURTHER, A COPY OF THE COMPLETED NOI THE SITE. SIGNED: DATE: 7 i8�7 OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH R OND L. MARTIN THE CITY OF ENCINITAS WHEN RECEIVED. PORTABLE TOILETS MUST BE IN GOOD A WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. REGISTRATION NO. 48670, MY REGISTRATION EXPIRES ON 06130108 PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS FIRM: HUNSAKER & ASSOCIATES SAN DIEGO, INC. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE SURFACES. ADDRESS: 9707 WAPLES STREET PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL PROPERTY COVERED BY THIS GRADING PERMIT NO. 9580 -G AND BY THE SWRCB ORDER NO. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST SAN DIEGO, CA 92121 SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK 99 -08DWQ AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH SPECIAL ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE TELEPHONE: (858) 558 -4500 ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF PROVISION AS SET FORTH IN SECTION C.7 OF SWRCH ORDER NO. 99- 08DWQ. FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION ZNEA PO�. L FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE CONTROL MEASURES HAVE BEEN INSTALLED. OWNER OF LAND ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. , 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL ,o ENGINEER OF WORK'S AS -BUILT CERTIFICATION BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER - -- _- _----- - --- Z�T•Z_- LEGAL DESCRIPTION. AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE S!G ATTIRE F, LAND OWNER DA 7E ALL THOSE PORTIONS OF BLOCKS 11, 12 AND 17 OF NORTH LEUCADIA, IN THE CITY OF ENCINITAS, COUNTY OF SAN I, ?A)/�OUb L. Mi4oN A REGISTERED CIVIL SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 524, FILED IN THE OFFICE OF THE COUNTY ENGINEER IN THE STATE OF CALIFORNIA, HEREBY DECLARE THAT i HAVE SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED - - -- - - - -__ -_ RECORDER OF SAN DIEGO COUNTY, APRIL 6, 1888, TOGETHER WITH THOSE PORTIONS OF THE CLOSED STREETS AND EXERCISED RESPONSIBLE CHARGE, AS DEFINED IN SECTION 6703 OF THE SOILS SHALL BE SCARIFIED TO A DEPT14 OF 12 INCHES AND THEN COMPACTED TO A PRINTED NA OF ABOVE PERSON ALLEYS ADJOINING SAID BLOCKS. Q BUSINESS AND PROFESSIONS CODE, OVER THE PREPARATION OF THE AN MINIMUM OF 90 PERCENT !T SHALL BE E CO A INVESTIGATION AND SURVEY OF THE IMPROVEMENTS BETWEEN THE DATES OF 774 NTRACTOR S RESPONSIBILITY TO A��,� � PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH qM> - - q------ - - - - -- SPECIFICATIONS. TITLE 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO EROSION CONTROL PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES EXCAVATION AND ENBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, CONDITION. ALL STONES, R007S AND OTHER WASTE MATTER EXPOSED OR AND BONDED FIBER MATRIX. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROECT CHANNELS AGAINST EROSION USING 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE PERMANENT AND TEMPORARY EROSION CONTROL MEASURES COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED W17H A NET AND FINISHED REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP THE DISPOSAL OF ANY SUCH MATERIAL. DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE B. NOTIFWA ONS CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL LEUCADIA WASTEWATER b!5'TR /CT APPROVAL of DEGT.A .2 REVISIoV / A; /7, /9 4 54- PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING PUBLIC WORKS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. SHOWN ON 774ESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION Underground Service Alert =m mum CALL TOLL FREE 1 -800 422 -4133 M eonmxc nem m M nm AS - ASUILT '17116 DA 71E IT"IAOIVD /-. AAIARTJN DA TE IP.C.F. `�867D �XR Io�3o -J8 13A-IF STAT US PRIOR/Ty STbRMWATE/Z MA1N7'E1VA/10E A6RE6f'MEA1T IAoC- 20 14- 072S3,r4- PA re NOV 20,20/2. PLANNING & BUILDING PARKS & RECREATION THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN AND GRADING ACTIVITIES ARE COMPLETE. ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE //� PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. (/ 72G 4�7 LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY MODIFICATION OR REMOVAL OF STORMWATER POLLUTION CONTROL FACILITY WITHOUT A PERMIT FROM THE CITY IS PROHIBITED PER CONDTT70N ESW4. BY: DATE: BY: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE LEUCADIA WASTEWATER DISTRICT S'hEET // ✓�Fa/�SIOwIS IO/ J DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PUBLIC SEWER SYSTEM APPROVAL REVISE SyTS °3 !0 1 f LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE REVIEWED BY: LWD DISTRICT ENGINEER 1f I7 NE SN S'f II OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1 "=20' INTERSECTION OF RAINTREE DR. AND SANFORD DR.,QO� 23 0 REV, SHTS.I -!o /1 S¢ b 5 RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 VERTICAL 1 " -4' AA �.o .LA W71, ELEVATION: 65,480 DATUM: NGVD29 ST„C DEERINccnniATrc R.C.E. cvo �65i4 /nQDATE DATE: PLANS PREPARED UNDER SUPERVISION OF DATE 74840 R.C.E. NO.: 48670 AYMOND L. MARTIN EXP. 06/30/08 AND ENGINEERING PORTION OF THE AS -BUILT DRAWINGS AND THAT THE INFORMATION SHOWN 1S BASED ON Alde✓ /SuAL Pts.Vm VAno.) TO THE BEST OF MY KNOWLEDGE AND EXPERIENCE THE INFORMATION SHOWN ON THESE PLANS PROVIDE AN ACCURATE AND CORRECT REPRESENTATION OF THE AS -BUILT CONDITIONS. SIGNED: ALA DATE,•F( /7 /G REGISTRATI 0. 48670, MY REGISTRATION EXPIRES ON 06 1-3%9B' /B FIRM: HUNSAKER & ASSOCIATES SAN DIEGO, INC. ADDRESS: 9707 WAPLES STREET SAN DIEGO, CA 92121 TELEPHONE: (858) 558 -4500 ITEM SYMBOL QUANTITY SUBDIVISION BOUNDARY STORM DRAIN STORM DRAIN CLEAN OUT TYPE A STORM DRAIN INLET TYPE B_ RETAINING WALLS (COLOR PER 4,881 S.F LANDSCAPING PLANS) SOUNDWALL PER LANDSCAPING PLANS BROW DITCH (COLOR PER <= 837 LF. LANDSCAPING PLANS) SLOPES CUT /FILL LINE C_UT_ FILL DAYLIGHT LINE - LOT NUMBER 35 PAD ELEVATION r ®50.0 PROPOSED CONTOUR 100- ---°-- EXISTING CONTOUR EXISTING WATER w SDGE VAULT (PER DRY UTILITY PLAN) m SHEET INDEX SHEET 1 - GRADING TITLE SHEET AND NOTES SHEET 2 - GRADING KEY MAP AND DETAILS SHEET 3 - GRADING SHEET 4 - GRADING SHEET 5 - GRADING SHEET 5 - GRADING SHEET 6 - GRADING SHEET 7 - EROSION CONTROL SHEET 8 - TITLE SHEET SHEET 9 - KEY MAP SHEET 10- TYPICAL SECTIONS SHEET 11 - CORAL COVE WAY STA 10 +00.00 THRU 12 +90.00 SHEET 12- CORAL COVE WAY STA 12 +90.00 THRU 16 +00.00 SHEET 13- CORAL COVE WAY STA 16 +00.00 THRU 18 +75.41 SHEET 14- CORAL COVE WAY STA 20 +00.00 THRU 24 +00.00 SHEET 15- CORAL COVE WAY STA 24 +00.00 THRU 27 +19.74 SHEET 16- CORAL COVE WAY SHEET 17- CORAL COVE WAY SHEET 18- CORAL COVE WAY SHEET 19 ACCESS DRIVEWAY �IE_TS _20-53,-_ LANDSCAPE PLANS ¢ 4H6CET 5¢ 6IoRETE/V9ION DETAILS t 51.19.7 5 rj STD/PM ARAIN DETA IL S - -' OWNER: SITE ADDRESS:" _ EARTHWORK NOTESI SHEA HOMES LP 1657 N. VULCAN AVENUE FILL: 45,660 CY 990 MESA RIM ROAD ENCINITAS, CA 92024 CUT 50, 660 CY SAN DIEGO, CA 92131 APN254- 061 -01 EXPORT. 5,000 CY (858) 526 -6500 HUNSAKER & ASSOCIATES S A N D I E G O, I N C. PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST. REVIEWED BY: A f��f PERMITS DR /CDP PERMIT NO. 03 -090 MAJOR USE PERMIT NO. 03 -090 TENTATIVE MAP NO. 03 -090 c� Z m A DATE: I SIGNATURE EXPIRES 2 YEARS FROM DATE SIGN APPROVALS CRTY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRI,WING NC. RECOMMENDED QFjIN AP OVED GRADING & IMPROVEMENT PLANS FOR: BY: n1 BY: °� . C' 0 NT.]'' 372 -G g 8'� Q DATE: 4' _ DATE: 8 , /o APN 254- 061 -01 'SHEET 1 0F4 5 4 A R: \0324\ &Eng \GRADING & PVT IMPS \0324RG01.dwg[ 2018]Jul -18 -- 2007:14:47 R: \0324\ &Eng \GRADING &PVT IMPS \0324RG01.d•.vg[ 2018]Ju1 -18- 2007:14:47 V J n Ln A, 3 LEUCADIA WASTEWATER b!5'TR /CT APPROVAL of DEGT.A .2 REVISIoV / A; /7, /9 4 54- PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING PUBLIC WORKS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. SHOWN ON 774ESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION Underground Service Alert =m mum CALL TOLL FREE 1 -800 422 -4133 M eonmxc nem m M nm AS - ASUILT '17116 DA 71E IT"IAOIVD /-. AAIARTJN DA TE IP.C.F. `�867D �XR Io�3o -J8 13A-IF STAT US PRIOR/Ty STbRMWATE/Z MA1N7'E1VA/10E A6RE6f'MEA1T IAoC- 20 14- 072S3,r4- PA re NOV 20,20/2. PLANNING & BUILDING PARKS & RECREATION THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN AND GRADING ACTIVITIES ARE COMPLETE. ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE //� PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. (/ 72G 4�7 LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY MODIFICATION OR REMOVAL OF STORMWATER POLLUTION CONTROL FACILITY WITHOUT A PERMIT FROM THE CITY IS PROHIBITED PER CONDTT70N ESW4. BY: DATE: BY: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE LEUCADIA WASTEWATER DISTRICT S'hEET // ✓�Fa/�SIOwIS IO/ J DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PUBLIC SEWER SYSTEM APPROVAL REVISE SyTS °3 !0 1 f LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE REVIEWED BY: LWD DISTRICT ENGINEER 1f I7 NE SN S'f II OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1 "=20' INTERSECTION OF RAINTREE DR. AND SANFORD DR.,QO� 23 0 REV, SHTS.I -!o /1 S¢ b 5 RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 VERTICAL 1 " -4' AA �.o .LA W71, ELEVATION: 65,480 DATUM: NGVD29 ST„C DEERINccnniATrc R.C.E. cvo �65i4 /nQDATE DATE: PLANS PREPARED UNDER SUPERVISION OF DATE 74840 R.C.E. NO.: 48670 AYMOND L. MARTIN EXP. 06/30/08 AND ENGINEERING PORTION OF THE AS -BUILT DRAWINGS AND THAT THE INFORMATION SHOWN 1S BASED ON Alde✓ /SuAL Pts.Vm VAno.) TO THE BEST OF MY KNOWLEDGE AND EXPERIENCE THE INFORMATION SHOWN ON THESE PLANS PROVIDE AN ACCURATE AND CORRECT REPRESENTATION OF THE AS -BUILT CONDITIONS. SIGNED: ALA DATE,•F( /7 /G REGISTRATI 0. 48670, MY REGISTRATION EXPIRES ON 06 1-3%9B' /B FIRM: HUNSAKER & ASSOCIATES SAN DIEGO, INC. ADDRESS: 9707 WAPLES STREET SAN DIEGO, CA 92121 TELEPHONE: (858) 558 -4500 ITEM SYMBOL QUANTITY SUBDIVISION BOUNDARY STORM DRAIN STORM DRAIN CLEAN OUT TYPE A STORM DRAIN INLET TYPE B_ RETAINING WALLS (COLOR PER 4,881 S.F LANDSCAPING PLANS) SOUNDWALL PER LANDSCAPING PLANS BROW DITCH (COLOR PER <= 837 LF. LANDSCAPING PLANS) SLOPES CUT /FILL LINE C_UT_ FILL DAYLIGHT LINE - LOT NUMBER 35 PAD ELEVATION r ®50.0 PROPOSED CONTOUR 100- ---°-- EXISTING CONTOUR EXISTING WATER w SDGE VAULT (PER DRY UTILITY PLAN) m SHEET INDEX SHEET 1 - GRADING TITLE SHEET AND NOTES SHEET 2 - GRADING KEY MAP AND DETAILS SHEET 3 - GRADING SHEET 4 - GRADING SHEET 5 - GRADING SHEET 5 - GRADING SHEET 6 - GRADING SHEET 7 - EROSION CONTROL SHEET 8 - TITLE SHEET SHEET 9 - KEY MAP SHEET 10- TYPICAL SECTIONS SHEET 11 - CORAL COVE WAY STA 10 +00.00 THRU 12 +90.00 SHEET 12- CORAL COVE WAY STA 12 +90.00 THRU 16 +00.00 SHEET 13- CORAL COVE WAY STA 16 +00.00 THRU 18 +75.41 SHEET 14- CORAL COVE WAY STA 20 +00.00 THRU 24 +00.00 SHEET 15- CORAL COVE WAY STA 24 +00.00 THRU 27 +19.74 SHEET 16- CORAL COVE WAY SHEET 17- CORAL COVE WAY SHEET 18- CORAL COVE WAY SHEET 19 ACCESS DRIVEWAY �IE_TS _20-53,-_ LANDSCAPE PLANS ¢ 4H6CET 5¢ 6IoRETE/V9ION DETAILS t 51.19.7 5 rj STD/PM ARAIN DETA IL S - -' OWNER: SITE ADDRESS:" _ EARTHWORK NOTESI SHEA HOMES LP 1657 N. VULCAN AVENUE FILL: 45,660 CY 990 MESA RIM ROAD ENCINITAS, CA 92024 CUT 50, 660 CY SAN DIEGO, CA 92131 APN254- 061 -01 EXPORT. 5,000 CY (858) 526 -6500 HUNSAKER & ASSOCIATES S A N D I E G O, I N C. PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST. REVIEWED BY: A f��f PERMITS DR /CDP PERMIT NO. 03 -090 MAJOR USE PERMIT NO. 03 -090 TENTATIVE MAP NO. 03 -090 c� Z m A DATE: I SIGNATURE EXPIRES 2 YEARS FROM DATE SIGN APPROVALS CRTY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRI,WING NC. RECOMMENDED QFjIN AP OVED GRADING & IMPROVEMENT PLANS FOR: BY: n1 BY: °� . C' 0 NT.]'' 372 -G g 8'� Q DATE: 4' _ DATE: 8 , /o APN 254- 061 -01 'SHEET 1 0F4 5 4 A R: \0324\ &Eng \GRADING & PVT IMPS \0324RG01.dwg[ 2018]Jul -18 -- 2007:14:47 R: \0324\ &Eng \GRADING &PVT IMPS \0324RG01.d•.vg[ 2018]Ju1 -18- 2007:14:47 V J n Ln A, 3 PAD ELEVATION r ®50.0 PROPOSED CONTOUR 100- ---°-- EXISTING CONTOUR EXISTING WATER w SDGE VAULT (PER DRY UTILITY PLAN) m SHEET INDEX SHEET 1 - GRADING TITLE SHEET AND NOTES SHEET 2 - GRADING KEY MAP AND DETAILS SHEET 3 - GRADING SHEET 4 - GRADING SHEET 5 - GRADING SHEET 5 - GRADING SHEET 6 - GRADING SHEET 7 - EROSION CONTROL SHEET 8 - TITLE SHEET SHEET 9 - KEY MAP SHEET 10- TYPICAL SECTIONS SHEET 11 - CORAL COVE WAY STA 10 +00.00 THRU 12 +90.00 SHEET 12- CORAL COVE WAY STA 12 +90.00 THRU 16 +00.00 SHEET 13- CORAL COVE WAY STA 16 +00.00 THRU 18 +75.41 SHEET 14- CORAL COVE WAY STA 20 +00.00 THRU 24 +00.00 SHEET 15- CORAL COVE WAY STA 24 +00.00 THRU 27 +19.74 SHEET 16- CORAL COVE WAY SHEET 17- CORAL COVE WAY SHEET 18- CORAL COVE WAY SHEET 19 ACCESS DRIVEWAY �IE_TS _20-53,-_ LANDSCAPE PLANS ¢ 4H6CET 5¢ 6IoRETE/V9ION DETAILS t 51.19.7 5 rj STD/PM ARAIN DETA IL S - -' OWNER: SITE ADDRESS:" _ EARTHWORK NOTESI SHEA HOMES LP 1657 N. VULCAN AVENUE FILL: 45,660 CY 990 MESA RIM ROAD ENCINITAS, CA 92024 CUT 50, 660 CY SAN DIEGO, CA 92131 APN254- 061 -01 EXPORT. 5,000 CY (858) 526 -6500 HUNSAKER & ASSOCIATES S A N D I E G O, I N C. PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST. REVIEWED BY: A f��f PERMITS DR /CDP PERMIT NO. 03 -090 MAJOR USE PERMIT NO. 03 -090 TENTATIVE MAP NO. 03 -090 c� Z m A DATE: I SIGNATURE EXPIRES 2 YEARS FROM DATE SIGN APPROVALS CRTY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRI,WING NC. RECOMMENDED QFjIN AP OVED GRADING & IMPROVEMENT PLANS FOR: BY: n1 BY: °� . C' 0 NT.]'' 372 -G g 8'� Q DATE: 4' _ DATE: 8 , /o APN 254- 061 -01 'SHEET 1 0F4 5 4 A R: \0324\ &Eng \GRADING & PVT IMPS \0324RG01.dwg[ 2018]Jul -18 -- 2007:14:47 R: \0324\ &Eng \GRADING &PVT IMPS \0324RG01.d•.vg[ 2018]Ju1 -18- 2007:14:47 V J n Ln A, 3 (858) 526 -6500 HUNSAKER & ASSOCIATES S A N D I E G O, I N C. PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST. REVIEWED BY: A f��f PERMITS DR /CDP PERMIT NO. 03 -090 MAJOR USE PERMIT NO. 03 -090 TENTATIVE MAP NO. 03 -090 c� Z m A DATE: I SIGNATURE EXPIRES 2 YEARS FROM DATE SIGN APPROVALS CRTY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRI,WING NC. RECOMMENDED QFjIN AP OVED GRADING & IMPROVEMENT PLANS FOR: BY: n1 BY: °� . C' 0 NT.]'' 372 -G g 8'� Q DATE: 4' _ DATE: 8 , /o APN 254- 061 -01 'SHEET 1 0F4 5 4 A R: \0324\ &Eng \GRADING & PVT IMPS \0324RG01.dwg[ 2018]Jul -18 -- 2007:14:47 R: \0324\ &Eng \GRADING &PVT IMPS \0324RG01.d•.vg[ 2018]Ju1 -18- 2007:14:47 V J n Ln A, 3 SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST. REVIEWED BY: A f��f PERMITS DR /CDP PERMIT NO. 03 -090 MAJOR USE PERMIT NO. 03 -090 TENTATIVE MAP NO. 03 -090 c� Z m A DATE: I SIGNATURE EXPIRES 2 YEARS FROM DATE SIGN APPROVALS CRTY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRI,WING NC. RECOMMENDED QFjIN AP OVED GRADING & IMPROVEMENT PLANS FOR: BY: n1 BY: °� . C' 0 NT.]'' 372 -G g 8'� Q DATE: 4' _ DATE: 8 , /o APN 254- 061 -01 'SHEET 1 0F4 5 4 A R: \0324\ &Eng \GRADING & PVT IMPS \0324RG01.dwg[ 2018]Jul -18 -- 2007:14:47 R: \0324\ &Eng \GRADING &PVT IMPS \0324RG01.d•.vg[ 2018]Ju1 -18- 2007:14:47 V J n Ln A, 3 ENVIRONMENTAL REQUIREMENTS' ' 1 24' EMERGENCY ACCESS EASEMENT TYPE CATCH - �. 'G' €. (� MITIGATION MONITORING AND REPORTING PROGRAM LMMRP) NOTES: •� 'y CULT­ 1: THE APPLICANT SHALL PROVIDE A FULL -TIME ARCHAEOLOGICAL MONITORING PROGRAM R 18' 12° 12° fL' % 57.75 DURING ANY GRADING ACTIVITY WITHIN 100 FEET OF THE ON -SITE HISTORIC LOCATION OF THE 1898 1' STRUCTURE AND RESIDENCE AT 1657 VULCAN AVENUE PER THE FOLLOWING REQUIREMENTS. PARKING 7 i7 4' SIDEWALK 7' � WALL COLOR PER �i 100 200 300 A. PRIOR TO THE ISSUANCE OF A BUILDING AND OR GRADING PERMIT, THE APPLICANT SHALL PROVIDE GUTTER LANDSCAPING PLANS -- -I- A LETTER OF VERIFICATION TO THE PLANNING AND BUILDING DEPARTMENT STA77NG THAT A QUALIFIED (TYP.) 4' SIN ARCHAEOLOGIST AND /OR ARCHAEOLOGICAL MONITOR, AS DEFINED IN THE CITY'S GUIDELINES, HAVE I " o ' BOTTOM OF 8451N ( SCALE 1 100' I BEEN RETAINED TO IMPLEMENT THE PROGRAM. THE REQUIREMENT FOR ARCHAEOLOGICAL MONITORING 29 ?% ELE1 57,75 SHALL BE NOTED ON THE GRADING PLANS UNDER THE HEADING ENVIRONMENTAL REQUIREMENTS. °' ALL /� r 9 -0' PERSONS INVOLVED IN THE ARCHAEOLOGICAL MONITORING OF THIS PROJECT SHALL BE APPROVED BY "' * I O ❑ THE PLANNING AND BUILDING DEPARTMENT PRIOR TO THE FIRST PRECONSTRUC77ON MEETING. THE CURB & GUTTER 70.0 - - -� APPLICANT SHALL NOTIFY THE PLANNING AND BUILDING DEPARTMENT OF THE START AND END OF UNDER CUT 2 I€ WALL a �. CONSTRUCTION. 7� B. THE QUALIFIED ARCHAEOLOGIST SHALL ATTEND ANY PRE - CONSTRUCTION MEETINGS TO MAKE EMERGEl \ICYACCESS COMMENTS AND /OR SUGGESTIONS CONCERNING THE ARCHAEOLOGICAL MONITORING PROGRAM WITH THE CONSTRUCTION MANAGER. MAP iND 524 F I NOT TO SCALE C. THE QUALIFIED ARCHAEOLOGIST OR ARCHAEOLOGICAL MONITOR SHALL BE PRESENT ON -SITE ASHB RY S REST FULL-TIME DURING GRADING OF SOILS WITHIN 100 FEET OF THE ON -SITE STRUCTURES. 50' GENERAL U77LITY EASEMENT % , 9 I 24" RGP I - = - - - ' -�- ... R FL 40' PRIVATE STREET 51.44• I - - - - --- T. D. THE TOPSOIL WITHIN 100 FEET OF THE ON -SITE RESIDENCE AT 1657 VULCAN AVENUE SHALL BE ; Z'l 24 RCP - _ REMOVED IN SHALLOW INCREMENTS' OF APPROXIMATELY 12 INCHES. IF ARCHAEOLOGICAL FEATURES ARE � i �j - - -' F - - - -- ENCOUNTERED, THE ARCHAEOLOGIST SHALL REQUEST THE PROJECT CONTRACTOR TO DIVERT, DIRECT 5' 8' 12' 12 8 5 SIDEWALK r- - -- - --- -- 47.9/ 80T i ! I ! + r g PARKING PARKING EASEMENT �},o OR TEMPORARILY HALT GROUND DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW SIDEWALK 4 3l { 1 + + EVALUATION OF POTENTIALLY SIGNIFICANT HISTOR /CAL RESOURCES. 771E ARCHAEOLOGIST SHALL EASEMENT ; ; 2. °'' I liJr d ® 41 0 15 1 1¢ 1 13 1 12 I it + I IMMEDIATELY NOTIFY PLANNING AND BUILDING DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF 4 4 s -- - -� I' I I ®� m '' t 1 1 1 I O 1 1 "© " r " " --- i DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY THE CURB & CURB & WHERE SHOWN 1 �� l d 0 '� - ®_ ,40 +■ - - -- - - - - - - - BUILDING LDEPARIN CONSULTATION WITH THE PLANNING AND BUILDING DEPARTMENT. THE PLANNING AND GUTTER GUTTER ON PLAN 5q p S� -�5 SECTI0At A -A i I "� -'!" - CORAL COVE 1/AY INTENT DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES BEFORE GRADING 2% 2� 3U�` IL NO7 To SCALE {! r.l r V . - -'- - ACTIVITIES ARE ALLOWED TO RESUME. FOR SIGNIFICANT HISTORICAL RESOURCES, A RESEARCH DESIGN EfA W 1 Oi 84 69 O - - ` - D p p AND DATA RECOVERY PROGRAM SHALL BE PREPARED AND CARRIED OUT TO MITIGATE IMPACTS BEFORE � € �� � \ \ \ ~���� \��` n n O',_ m _ �. O 1 I 18 18 19 20 22 23 r GRADING ACTIVITIES IN THE AREA OF DISCOVERY IS ALLOWED TO RESUME. i + L_ i II 17 21T - - -- i II - - - 1,6 PYC. PoRCE MAIN i \J 88 © i E. ALL HISTORICAL MATERIALS COLLECTED SHALL BE CLEANED, CATALOGUED AND PERMANENTLY \ L - -- _ _ �r = _ _ I SEE SHEET 10 FOR Q l i CURATED WITH AN APPROPRIATE INSTITUTION (I.E., ENCINITAS HISTORICAL SOCIETY OR THE SAN DIEGO STRUCTURAL SECTION ARCHAEOLOGICAL SOCIETY). ALL ARTIFACTS SHALL BE ANALYZED TO IDENTIFY FUNCTION AND UNDER CUT 2' CHRONOLOGY AS THEY RELATE TO THE HISTORY OF THE AREA. ADDITIONALLY, ANY SITES AND /OR 4.o O �' FEATURES ENCOUNTERED DURING THE MONITORING PROGRAM SHALL BE RECORDED ON THE CORAL COVE WAY- STA 10+00.00 TO 18+75.41 A i 0 I ; O � V � m 0 o'i i- 31 30 ii 29 28 p 2© APPLICABLE DEPARTMENT OF PARKS AND RECREATION FORMS (OPR 523A/B, ET AL.) AND SUBMITTED NOT TO SCALE 3, �`, ' i" „� i { TO THE SOUTH COASTAL INFORMATION CENTER AT SAN DIEGO STATE UNIVERSITY AND THE SAN DIEGO r J } _P JL MUSEUM OF MAN WITH THE FINAL MONITORING RESULTS REPORT. \ i € I °� I' C L COVE'WAY - - ---- I I F. PRIOR TO 17-1E RELEASE OF GRADING BOND, A MONITORING RESULTS REPORT AND /OR EVALUATION R 42' GENERAL 32EPRIVAUEI STREETEMENT R € I. n 0 - -- - - - - REPORT, IF APPROPRIATE, WHICH DESCRIBES THE RESULTS, ANALYSIS, AND CONCLUSIONS OF THE SIDEWALK EASEMENT 6„ pyC . 24" RGP \ I €, - -- ® in 9 r r ( ) 5' 12' 12 8 5' I I ENTIRE HISTORICAL MONITORING PROGRAM (WITH APPROPRIATE GRAPH /CS AND PHOTO DOCUMENTATION SuBD1ZA/N PER SH6t 7 !! \ it € - r n q n SHALL BE SUBMITTED TO AND APPROVED BY THE PLANNING AND BUILDING DEPARTMENT DIRECTOR. PARKING 34 4' MODIFIED TYPE G CATCH BASIN FOR SIGNIFICANT HISTORICAL RESOURCES, A RESEARCH, DESIGN AND DATA RECOVERY PROGRAM SHALL BE INCLUDED AS PART OF THE EVALUATION REPORT. A MITIGATION REPORT FOR SIGNIFICANT HISTORICAL RESOURCES, IF REQUIRED, SHALL BE SUBMITTED TO AND APPROVED BY THE PLANNING CURB & PLsR S -DRSD, I>WG• s4� 6-8 NOT To SCALE _ P - - - AND BUILDING DEPARTMENT DIRECTOR PRIOR TO RELEASE OF THE GRADING BOND. CURB & F - ., .. /1 - j - GUTTER GUTTER ° "Y RAILING OR FENCE PER �. 2% 27 LANDSCAPE PLANS G. COPIES OF THE APPROVED MONITORING REPORT SHALL BE PROVIDED TO THE ENCINITAS HISTORICAL sm TOR \\ �.:. ,3 I P M C22 4 5 SOCIETY SAN DIEGO HISTORICAL SOCIETY AND THE SOUTH COASTAL INFORMATION CENTER AT SAN y I DIEGO STATE UNIVERSITY - -- FINISH REQUIREMENTS, LEGEND HAZ -2: PRIOR TO GRADING PERMIT ISSUANCE SUBJECT TO REVIEW AND APPROVAL BY THE SAN DIEGO BARRIER, AND WALL CAP�� SEE SHEET 10 FOR COUNTY DEPARTMENT OF ENVIRONMENTAL HCALTH, HAZARDOUS MATERIALS DIVISION UNDER CUT 2'� DETAILS SHALL BE 12" __ AS _ STRUCTURAL SECTION APPROVED BY THE 2 EXCAVATED AND I STOCKPILED SEPARATELY FOR OFFSITE FIEVALUATION. AN AREA APPROXIMATELY L40 FEET LANDSCAPE ARCHITECT 1.0�- S�Op 2S SCALE: 1 " =100' ®® SUBDIVISION BOUNDARY CORAL COVE WAY -STA 20 + 00.00 TO 27 +19.74 F .7 ® SHEET NUMBER (NORTH - SOUTH) BY 20 FEET (EAST -WEST) AND 2 FEET DEEP SHALL BE EXCAVATED AND PLACED IN TW � AFR � STORM DRAIN 20 -CUBIC YARD STOCKPILES. FOUR RANDOM SAMPLES SHOULD BE COLLECTED FROM EACH STOCKPILE NOT TO SCALE \ �\ �\ A AND ANALYZED FOR ORCANOCHLORINE PESTICIDES (OCPS). SOIL STOCKPILES EXHIBITING 90% UPPER PER PLAN FS ELEV �N 12" MIN TW PER PLAN _ J_LL - DAYLIGHT LINE CONFIDENCE LEVEL (UCL) MEAN CONCENTRATIONS OF OCPS THAT EXCEED THE RESIDENTIAL R 32' -40' PRIVATE STREET R SEE PLAN 35 LOT NUMBER PRELIMINARY REMEDIAT70N GOAL (PRGS) SHOULD BE DISPOSED OF OFFSITE OR MANAGED ONSITE IN A WALL COLOR PER O MANNER THAT IS PROTECTIVE POENTIAL GROUNDWATER RESOURCES AND REDUCES HUMAN HEALTH 12' 12 8' LANDSCAPING PLANS RISK. ONSITE MANAGEMENT SHALL INCLUDE THE FOLLOWING: PARKING WATER PROOFING PER WALL & DITCH COLOR SOIL CONTAINING CONCENTRATIONS OF OCPS ABOVE THE RESIDENTIAL PRGS SHALL ONLY BE USED W WHERE SHOWN NOTE ON THIS PAGE -� PER LANDSCAPING PLANS FILLS WHERE ENCAPSULA77ON BY A MINIMUM OF 10 FEET OF SOIL THAT DOES NOT EXHIBIT RETAINING WALL PER \ MODIFIED D -75 DITCH CONCENTRATIONS OF OCPS ABOVE THE RESIDENTIAL (PRGS IS AVAILABLE OR UNDER PAVEMENT CURB & CURB & SDRSD C -3 H 3" PCC STRUCTURES) AND SOIL CONTAINING CONCENTRATIONS OCPS AT OR ABOVE THE RESIDENTIAL PRGS GUTTER GUTTER CMU RETAINING SHALL NOT BE PLACED WITHIN 5 FEET OF AN ENGINEERED DRAINAGE STRUCTURE OR THE 2% 2% MIRADRAIN DRAINAGE 6 "X6" W 1.4 X W 1.4 WALL PER SDRSD GROUNDWATER TABLE. A PERMIT FOR TEMPORARY STOCKPILING OF SOILS EXHIBITING NON- HAZARDOUS " ( �, ,, Wes\ c . _� // ��� SYSTEM OR BURRITO WELDED WIRE MESH(WWM) CONCENTRATIONS OF OCPS SHALL BE OBTAINED FROM THE RWQCB NO LESS THAN 30 DAYS PRIOR TO \\ \ \a O' DRAIN PER SOILS REPORT OR APPROVED EQUAL NOTE: „a. _. 1 POTENTIAL STOCKPILING ACTIVITIES. BMPS SHALL BE IMPLEMENTED TO ABATE DISPERSION BY BOTH " "" ° ° " WIND AND RAIN. ALSO, PRIOR TO ONSITE REUSE OF SOILS CONTAINING RESIDUAL PESTICIDES, A - - - - 2% USE ROUND -DITCH WITH CMU WALLS WHERE REQUIRED. REPORT OF WASTE DISCHARGE (ROWD) SHALL BE FILED WITH THE RWQCB. THE USE, STORAGE, SEE SHEET 10 FOR WATER PROOFING CONCRETE DITCH PROPOSED ALONG SOUTH PROPERTY LINE SHALL BE OF AN TRANSPORTATION, AND DISPOSAL OF CHEMICALS AND USE OF PETROLEUM FUEL DURING CONSTRUCTION STRUCTURAL SEC77ON UNDER CUT 2' EARTH TONE COLOR PER CONDITION SCJ OF THE CONDITIONS OF APPROVAL. AND OPERATION OF THE PROJECT WILL BE REGULATED BY THE COUNTY DEPARTMENT OF p 4" PVC _ IF FOR ADDITIONAL DETAILS SEE LANDSCAPING PLANS. ENVIRONMENTAL HEALTH, AND WILL BE CONDUCTED ACCORDING TO ALL APPLICABLE STATE, FEDERAL CORAL COVE WAY- STA 30 +00.00 TO 32 +$2. %1 PER PLAN AND LOCAL REGULATIONS. SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH, HAZARDOUS 8 1' -ROUND CONCRETE DITCH MATERIALS DIVISION. NECT TO STORM Z NOT TO SCALE DRAIN SYSTEM, CURB � % PALEO -1: 774E APPLICANT SHALL PROVIDE PALEONTOLOGICAL MONITORING PROGRAM DURING ALL SOIL 50' GENERAL UTILITY EASEMENT OUTLET OR SIDE WALK NOT TO SCALE EXCAVATION PER 774E FOLLOWING REQUIREMENTS: UNDER DRAIN R 40° PRIVATE STREET � PROPERTY LINE (P /L) L PRIOR TO ISSUANCE OF A BUILDING AND /OR GRADING PERMIT, THE APPLICANT SHALL PROVIDE A RETAINING WALL DRAINAGE DERAIL LETTER OF VERlFlCA770N TO THE PLANNING AND BUILDING DEPARTMENT STATING THAT A QUALIFIED 5' 8' 12' 12' 8° 5' - - - - - - - - - `_ ____O-_0_0_/ PALEONTOLOGIST AND /OR PALEONTOLOGICAL MONITOR HAVE BEEN RETAINED TO IMPLEMENT THE 4' PARKING PARKING \SLOPE MONITORING PROGRAM. ALL PERSONS INVOLVED IN THE PALEONTOLOGICAL MONITORING PROGRAM OF - FS 7HE PROJECT SHALL BE APPROVED BY THE PLANNING AND BUILDING DEPARTMENT PRIOR TO THE MOD.TYPEG NOT TO SCALE START OF MONITORING. THE APPLICANT SHALL NOTIFY THE PLANNING AND BUILDING DEPARTMENT OF SIDEWAL CURB (LITTER NOTE: ALL RETAINING WALLS MUST BE WATERPROOFED PRIOR TO THE START AND END OF CONSTRUCTION. I CURB & 13ACKFILL WITH PARASEAL, MANUFACTURED BY MAMECO INTERNATIONAL, INC. DRAINAGE LOOP -0.20 GUTTER - 3 % SEE NOTE 2 FS B. THE PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR SHALL BE ON -SITE FULL -TIME DURING THE 2% 1 Q CONTRACTOR SHALL FOLLOW GENERAL INSTALLATION INSTRUCTIONS AS OUTLINED ( ) INITIAL CUTTING OF ALL PREVIOUSLY UNDISTURBED AREAS. MONITORING MAY BE INCREASED OR \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \\ T THE MANUFACTURER SPECl�7CATIONS. CONTRACTOR SHALL ALSO ADHERE TO PARAMETERS AS OUTLINED BELOW. DECREASED AT THE DISCRETION OF THE QUALIFIED PALEONTOLOGIST IN CONSULTATION OF WITH THE PLANNING AND BUILDING DEPARTMENT, AND WILL DEPEND ON THE RATE OF EXCAVATION, THE L- - - - J 1. BACKFILL MUST BE COMPACTED TO MIN 90% (SEE SOIL REPORT PAGE 5). + MATERIALS EXCAVATED, AND THE ABUNDANCE OF FOSSILS. - 2. DRAIN SYSTEM MUST BE INSTALLED BEHIND THE WALL IN CONJUNCTION WITH PARASL AL. SEE SHEET 10 FOR L�T 3. BACKFILL MUST BE INSPECTED AIJD TESTED BY SOILS ENGINEER. I 1 C. WHEN REQUESTED BY THE PALEONTOLOGIST, THE CITY ENGINEER SHALL DIVERT, DIRECT, OR STRUCTURAL SECTION ` PAD =0.00 TEMPORARILY HALT CONSTRUCTION ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW RECOVERY OF UNDER CUT 2' 4. PARASEAL SHOULD ONLY BE USED ON RETAINING WALLS. DEEPENED FOOTINGS FOR ANY LIVING THE FOSSIL REMAINS. THE PALEONTOLOGIST SHALL IMMEDIATELY NOTIFY THE PLANNING AND BUILDING SPACE OR GARAGE SHALL USE A DIFFERENT SYSTEM. DEPARTMENT OF SUCH FINDING AT THE TIME OF DISCOVERY. THE PLANNING AND BUILDING GR UNION R UN 5. ALL RETAINING WALL WATERPROOFING AND DRAW INSTALLATON MUST BE INSPECTED AND PHOTO P/L + + P/L DEPARTMENT SHALL APPROVE SALVAGING PROCEDURES TO BE PERFORMED BEFORE CONSTRUCTION NOT TO SCALE DOCUMENTED BY THIRD PARTY INSPECTOR. ACTIVITIES ARE ALLOWED TO RESUME. 6. ALL MASONRY WALLS VISIBLE FROM POINTS BEYOND THE PROJECT SITE SHALL BE TREATED WITH y 42' GENERAL U71LITY EASEMENT A PROTECTIVE SEALANT COATING TO FACILITATE GRAFFITI REMOVAL PER CONDITION L5 OF THE D. THE PALEONTOLOGIST SHALL BE RESPONSIBLE FOR PREPARATION OF FOSSILS TO A POINT OF FL' R CONDITIONS OF APPROVAL. IDENTIFICATION AND SUBMITTAL OF A LETTER OF ACCEPTANCE FROM A LOCAL QUALIFIED CURATION 32 PRIVATE STREET I FACILITY. ANY DISCOVERED FOSSIL SITES SHALL BE RECORDED BY THE PALEONTOLOGIST AT THE SAN SIDEWALK 5' 8' 12° 12' S' RoFESS; DIEGO NATURAL HISTORY MUSEUM. EASEMENT PARKING ABBREVIATIONS �10' L �o DIVED L y "q! AC = ASPHALT CONCRETE PCR = POINT CURVE RETURN _ E PRIOR TO THE RELEASE OF THE GRADING BOND, A MONITORING RESULTS REPORT, WITH w PVMT PAVEMENT - .--- r -1.99 _� � z z APPROPRIATE GRAPHICS, SUMMARIZING THE RESULTS, ANALYSIS AND CONCLUSIONS OF THE 4' = OCR = BEGIN CURB RETURN TC9 ~ 4 / m NO. CURB & CURB & LIP = GUTTER LIP ECR =END CURB RETURN TC a EXP. 6/30/08 3 m PALEONTOLOGICAL MONITORING PROGRAM SHALL BE SUBMITTED TO AND APPROVED BY THE PLANNING GUTTER 2% 2% GUTTER / CLF = CHAIN LINK FENCE (72.89) = EXISTING ELEVATION - 49 -2'84 W AND BUILDING DEPARTMENT. 7 - EP =EDGE OF PAVEMENT PRC =POINT OF REVERSED CURVE TO -2'88 D � s Q 7 7� \\ \ASV \ \O \� ti FS STREET Q qp H�1�I SA1�E� CONDITION OF APPROVAL NOTE: ° . �_- = TOP OF CURB VERT. - VERTICAL TC - ----- - - - - -- - - - - -� -- e OF Cn� e "" °_ _ f - FL = FLOWLINE HORIZ. = HORIZONTAL 1.07 ♦ ASSOCIATES ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO J/ INV = PIPE INVERT SDRSD = SAN DIEGO REGIONAL NOTES: GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION ONTO THE SEE SHEET 10 FOR BC = BEGIN CURB STANDARD DRAWINGS 1• MIN /MUM 1% SWALE TO STREET OR OTHER DISCHARGE POINT. 5 A N D e c O, INC STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM PER STRUCTURAL SECTION UNDER CUT 2' EC = END CURVE EXIST. = EXIS77NG ESW9 OF THE CONDITIONS OF APPROVAL. FH = FIRE HYDRANT READ. = REQUIRED 2. ALL SLOPE SURFACES SHALL BE PROTECTED BY APPROVED EROSION CORAL COVE WAY- STA 50 +00.00 TO 53 +05.00 R/W = RIGHT OF WAY PVC = POLYVINYL CHLORIDE PIPE CONTROL MATERIAL. PLANNING 9707 sego, Street NOT TO SCALE ST LT = STREET LIGHT PP = POWER POLE TYPICAL LOT DRAINAGE ENGINEERING San Diego, Ca 92121 PCC = POINT OF COMPOUND CURVE ROW = RIGHT OF WAY SURVEYING PH(858)558 -4500• FX(858)558.1414 ANG PT = ANGLE POINT NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE RECORD DRAWING DESIGNED BY DRAWN BY 1 CHECKED APPROVALS CITY OF IENCIN ITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. rA 11EV /SE BAS /N ELEV. 11 Zq DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 HR HR OA REVlSECA7zfIB4SWT /G LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED KEY MAP & DETAILS FOR , T f 04(p OF RA/NTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1 " =20' DATE ^ / ®�A C ®�� 372 -G BY: �' /'� ' ° __ BY: INTERSECTION OF R41N7REE DR. AND SANFORD DR. � R.C.E. NO.: 48670 AP N 254-061 - 01 RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 VERTICAL 1 „ =4� YMOND L. MARTIN DATE: g�� /O7 DATE 8 Q o ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MARTIN RICE 48670 DATE EXP. 06/30/08 . I I SHEET Z 0 F 53 R: \0324 \8cEng \GRADING Be PVT IMPS \0324RGO2.dwg[ 2018]Ju1 -20- 2007:10:20 R: \0324 \ &Eng \GRADING Be PVT IMPS \0324RG02.dwg[ 2018]Ju1 -20- 2007:10:21 v ON PO LO �4\ A=' SEE SHEET 6 PAD ---= =� - - -- C. v T r' NCTD IOW n RETAINING WALL `�, 4 R-EX. ROW ` „�. �a_. r s \�' EX ROW `EXISTING GAS LINE AND SDRSD C -6 O E V LCA V NU `n FENCE APROVA FROM REQUIRED A P y2 Y O 1Y`1 ^v __,_ CITY OF ENCINITAS REQU /RED - 3.5' 5.5' „ EX. SEWER PER LEU(ADIA - s, -- M" _ NO. 2 BACKING R/P r; PER D -40 pR /OR TO INSTALLATION 5' ALL COLOR PER „�n�n... -- - - _.___ -11 9. T= - -- - -- - ..__.�� SIDEWALK -/f- FQ /- _- ...... // �/ z �zcr/ `2-411 -Atm .._f/ - /l- - / / = - "- -71 - - - / i/ .. -// !l %l 7i C +0171 pia - - LANDSCAPING PLANS EXIS�TI UTILITIES .TO FILTER BLANKET : '- DRAIN PROFIL -- i DWG NCO. 147 -B \ __ _.__ ECI IN WATER r IVCZ 1 EXISTING UTILITY POL O EXISTING ELEZLRICAL , -.. ", I nc DQ nnATFn ,tPER � "` I�CC (d'BL ATED R 16" CRUSH R - T= 15 +00 0 14 +00 s , y .�. ` +OCR, PLANS 372 1 12 +00 LANS 643.2 -010 L6 PLANS h1 +00 PEA PLANS 10 +00 �`; O O._� I 643 - 249010.,' ; 643 - 249 - 010 -4 ................. ........................ ....._..... -. = =- ._ `' - _ PROiECi �........... .._..... ............... ECTION A -A EX. WATER PER SAN CONNECTWbLC DRAIN �i� (�� ;'' r 5 m �`" ; EXISTING dTILITY.- EXISTING HY "F AMT .. DJEGU TO WATER DISTRICT 5 �i �` TEM TO SIDEWALK / %CONNECT WALL , p1N . `_BE - - - - - �` - - - . - -'- - TO BE REL 4T - - _ -1 = = y� .3 -bxR �KKi/�T.. ii l l/ /l /l ..g_ ®,�/ /l - SYTEAfii?� .._ - NOT TO SCALE -.a a l/h i`. .z__,. ad ei.' "'...d _ . _._.. PER PLANS 72 I _. .._._._ ?.,. (l.� PAD CONCRETE ton C..._I h / �. \ SUBDI ION OUNDARY �. ham€ _._. �� 56 9 �.:� .� r cD inh ,A h _ .._..._......_ 'l DETAILS FL � �" ........ ......... _. , - .- _,:...- ... _- _.- ...... 1Ra.�. ... _..T -.._ - "...li: c: ..'.mss:... �... '�'� �r' _. __,.__ _ - RETAINING WALL ......._ _..- _.. _ �� K 448-.94N SDRSD C-4 .,....:....._..� „ , SLOPE G A 58.4 TF ; - ..EX /STING _ ../ �, _ '' - = ., .,`� t � � .. .. 61 I � ""� I� r -: `:; NCE -_ UTILITY POLE, :. _ - f_ - - -- 63 �..__... .I ? i 3 WALL COLOR PER _ - = - - -- A �_.,,., - - -- - - -- - - - -- D k. _.._. - - -_ - A - ;� °- u s �'" �� " - - - -- - -- 4 �` \ SIDEWALK LANDSCAPING PLANS - - = I v bfODlFIED TYPE F �.,. •� RETA /N /NG WALL �.:......n _ ° �© �= CATCkJ., ------ 2$ASIN PER - 70.1 T -- - - - - -- �.. , i I � � �, 8 TW 57.0T PER SDRSD C -4 70.17 \ wI I I� �- -- - - - - -_ _===- RETAINING WALL == - _________ _ 2', PER SDRSD C -4 _ NCTD LASEM NT t tV1 I� �F O REMOVE j i �.. "u - V )Ilk EXISTING__. - .,. -PER FINAL 49 N 1 _ ._y..._ t I the B PEDESTRA s3:8 TW A 55 � r�T�nTV POLE z AccESS v SECTION B -B W 1 P�4.8 � a e o 60.5 P�3.4 I y I 59.8 IF 54 v , v cj c n 48 O - s i - ...._......._.._......... ....._. .....__�.. I U i o FINAL MAP R 3• 2 e 29.50' e W 30.26' P�4•8 \� NOT TO SCALE i W W I r P�3.4 \ - W 29.58' o -- - - - - - - -- i �+E 20 40 60 p - -� - r t ,, o l I I� ° - -- -r p 29.50' li i al i O 4.5' W3 ' ' I , K 40� - - -- 40167. .., 2 I o too I I II I` I �� t i 1 SCALE 1 "= 20' PAD W r w i W W 40167' PRIVATE o 40.�T I '. c�. I III €III a o C;w) SDRSD C -4 ..__�,,.. DRI 53 j I j a 4� DRIVEWAY I V a N i' ACC I I i ro �.: 5� ACCESS v 4r7 ro j n v't I :\ 2: 1 2• y uf.7 d I 1, �� 56 y REMOVE P�3.4 I �. I I 71 P�4.8 EASEMEN PER_�� i' i ' t '� 30 5, SLOPE SLOPE ,FS :I t :� P�3.4 '� EASE I EXISTING I j ? I I 1 FINAL MA P�4.8 BL os._ ti I cp 2 �-- 6' ' 1 to nNA PAVEMENT \ i I A I P�3.5 �':� o �' SIDEWALK __. v y� A I I O 1 1, U I WALL COLOR PER 70.24' 70.1 T k f1 I € �� t(' e} j } ! ! 02 all LANDSCAPING PLANS .__._._.. j I: 1 t 2 I 70.93' 70.17 LL � �,J' I� ± L ,, I ±ivi - - F I I I I 46 �; I i r- ( I I 51 P�4.8 I :r N it o It REMO E T 52 0 �3 II I \ Ln ! SECTION C -C 0 ELEVATION SHOWN y I 411�:I " �, v? I 1 o Q& EXISTING o P 4 1 - EMOIVE P�4.8 t Ri ON PLAN • i ;✓ �'; BUIL NG i I i II o .I: EE�� o PEDESTRIAN ACCESS o i 62.2 ; \ I i T try "� XIS7�NG D 1 "� r , I NOT TO SCALE L Y I 1 P3:4 - _ _ ........ I' EASEMENT PER 5Y.0 I OTIL/TY POLE I J.'' " - I I _ I \ FINAL MAP �; I 1f -..tom m I:1' I D _ -- - -- - �� -- - - - - -- - I ----- - - - - -- -- - - - - -- - - - -- - - - - - - - _= 7_b.t i -- -- 70.24' - - -- - -OaLZ' _ - - -__ f? 3.1 70._ - -- " v 62 1 46 28.08' 5' 6 RETAINING WALL ' 1 NG REMOVE ' EXISTI � I ` ° FOR fCOR , , t I ; 1 ! '� SIDEWALK 2 SDRSD C- 7 ;"., UTILITY POLE �° � � N � � 6i 1 30 00+02T CONt� ETE D 32 +00 0.8% '7 i • i III _ 1 60 VC - - AEI 62 7 - a- 61.9 0 \ - 0 6 L9 k \ 63.5 u: m FS N o I CO1�AL q WA N W n o PAD FS SEE S `ET 9 F FS �• 62.0 62.3 !: jU� M I N I' ' \ •tY�� , WALL COLOR PER �-- ti to / i• ? 3 a f ' 1 DECOR IVE TC 62.64 to U p10.5 W ,i I Ni ti I 3 d `` ', \ LANDSCAPING PLANS p tj I GONCR TE BAN 62.`4 �- to U 4 W 2 2 DETAIL 7.00' CONNECT WALL DRAIN TO STORM DRAIN SYSTEM, J _ P�5 6 _.__.. B OUTLET R DRAIN \ . - RW o / -- s;L_� _ P�5.6 0 _ I N \ / 45 tq �` 3 ] CUR ET OR SIDE WALK UNDER .. P�5.6 o F W 0 ( p -- - - - -- - - - -- _.... r (I 2 O 1 •' i �.,<... _.__.,^.._7fl -N :�::- �. -i- -���� '--------- �. -19`- --- - -- � II 23.13' v .� I/ I I / � �S"� N D D LZO _ ?1 11I - -- �.'i A -ham ---- - - - - -- - -- -- - -- - - 2.0 eK =_ - SOTTO SCALE - ._. .... .............................._ - d �_ 1� n V I 3 I L 1 i 4' 24! 0 a- t { rn 58 ;<: 63 - l I1 "' N - - -- ° -, / m 2 d / o EXISTING I N d ��35 v VI N V Ii N _ FENCE TO # b ITV I I N % I - -- DRIVEWAY I +1 k �1 - -- REMAIN �,I O ? >• _ t ............. 66 ACCESS ._� EXISTING 1� PROPERTY 1 P�5.7 64 _ ._ NE / EASEMENT PE ° • 1 k I to Z to I S 7Q.17 70.1 T P NAL MAP i! I L t � 1 v w tr P�5.7 - �aW 59 , I I -I w I x �. n n 30.46' 21.08' �] .. O�W 30.11' TYPE::. A.. DRIVEWAY' ` f 62 o o i p �.{n .. _. ; �1 Phil . ) OA `� � t •'�! � ' �_ .�. + ' P�3.5 I I � b ( 1 � U � i iI � �`.t N ! ACCESS A: AI r 1 1 ro 7 J \; \ ro PAD= 63.0 i I N REMOVE EASEMEN ; P, ER T I N PUBLIC SIDEWAL ' EXISTING 1 FINAL MA 2 '; LI i EASEMENT PER BUILDING o I I DITCH PER o ; ' 40 67 40.67 °o I i 1 r o - - - - - - Q i - - - - FINAL MAP EXISTING GROUND .._ _......_ SDRSD ' J VA tl 29.50 K - -t - -° V1 1i `I i CD - -- . ` \ '' 4 � NOTES D -75 j .. DRIVEWAY 1 _ o v w - II N TYPE 8 W TYPE .8., c \� �\ ACCESS I c I II j "- _.._ _ FOR DITCH COLOR I 1 _ .. __ r J IN ?� o, \ .... �� t EASEMENT PER c� Z A �� _ M SEE LA P�3 5 - X3.5 �{�i 30.13' FINAL MAP 26.46' °� ,...II I W SECTION -J O I ' $OUNDWALL ` $- A'i y I I 1 1 LV ( t Z uz N PER; LANDSCAPE \ `� 21.08 7.00' O y Vr m t * 63 45 I € I 40 % r I I NOT TO SCALE PLANS c \� I 41 4 e / ExlsnNc :__. ���� __y�----- - - - - -- ------- - - - - -- �O \� W PEDESTRIAN ACCES _ - _- -- t - t - -- -- N i PAS.6 P�5.6 / �' PROPERTY EAEMENT PER rr o v v \I P 6 1 II LINE \i A A j REMOVE 1 I i 1 i o EXISTING _._ t - - - -- FINAL MAP \ \ ^ I I; i in ._ _... WALL V\ A\ \ rr EXISTING to N /I F>CIST/NG WATEl7 - , EASEMENT ADJACENT . \ \\ \ \ i 1 _ _ _ _ TYPE B EDESTRIAN ACCESS r \ \ \\ .r PATIO . �I 67 ° 68 69 INLET SEMENT PER i� EXISTING 4' PROPERTY FOR �i \ \ \ \\ GEN UTILITY I: t O P�5.7 rNAL MAP \�\JKGJ i GROUND MlN BACKYARD USE PER r \� \ \ ENT PER "I: II P�5.7 P�5.7 F� I I I FOR STORM \ �� t DOC:_ J J DRAIN PROFILb \\ ? \ NAL MAP EXISTING SAN D1EG0 GAS; , N \ - 30.46' 28.08' 23.11' I tnto ` I` 5' SIDEWALK RECORDED:--- . \ ° \ °o_ \\ ' AND ELECTRIC EASEMENT \mac r - - - - - - - - - - - - - - - - - - - - ^ ]........ SEE SHEET \ �" \ \ GRASS <'� PER DOC. NO. 121842, Tq I I 7.00 - - ^ - - - - I BE VACATED PRIOR TO ! I. \ I AT 6" 7, \ \ \ i 66.4° I I. GEOGRID C -3500 DEPTH I I \ \ P�4.5 ISSUANCE OF BUILDING • " I.; I: I 1 �a 67.9 7 \ MIN PERMIT \ \ 7 i W o W TC l I OR APPROVED MIN. -- �` } \; REMOVE REMOVE EXISTING I 1 I j 1 i rn Q m Z K FOR STORM EQUIVALENT SLOPE o A a I t i ti RAIN PROFILE , DRAINAGE r\ EXISTING PAVEMENT h WOW e W TYPE SLOPE �t t! \ \ I ` oS W O W SEE SHEET 19 PROTECTION t ­1 FINAL MAP PER a 1 , UTILITY POLE TYPE B FOR STORM V o �W o - - - - P' - - -67.6 NL� ':; . 7ARIE5 MEASURES SHALL BE n TAKEN TO PROTECT � 2fl A �\ I . I I, v e 66.0 67. 1 THE EXISTING LJt v INLET DRA L�- W�� TC EMERGENCY TC �I;t 6'2,8 \ \ }=t-I W O O ru FS 3 - FOOTING IN PLACE FS \ \\ --- - ` - - - _ _ S I _ �Li = _ _28 b _ _ _2646 - - ' to W v o ACCESS EASEMENT o -- �� )�� FIELD VERIFY THE LOCATION OF 6 7 i THE OF THE EXISTING FOOTING DITCH PER \�, f h I Iz I. \ - -- -- ' hi 'trj 70 R FINAL MAP N I I ! n g \ vim° SDRSD D -753. l / -CUT ':. 1 �� / 1 ❑ v - - - 2.7x Fi - _ I ... _...... SECTION L -L TYPE B 1 T 1 to h LL __ ;: EASEMENT TO ADJACENT ?-= - PROPERA` -FOR' FILI �' I "� U rn O m V m BACKYARD USE PERj GOA I ' I � 94.00 i =I W °' NOT TO SCALE to \ \I \ 1 G NION RUN / J K RETAINING WALL U ElA1US} AVE PL a / ; NUE DOC. - - - -- �o �! \ 1 -4 o PER SDRSD C -1 I x I RECORDED:__ 42 +00 61. 63. - - ` - CONCR A J ~~ I FENCE ' x - -- -° - -- - -- 40-'0 _ �-- - 7 `Ri FS E TYPE "A" p �F1 I FSD 2.0Z DETAILS 65.7 i 3 °, o<r i 2� B !\ =- -------- J of CLEAN OU `� o 1 1 FS iI U�� �t41o� I v I 2, 95 90.00 o E -- W 9 i i r _ 2.3' N 2 Z A' 7' 18' 24' 1 HUNS 648 UNIV IAN GENERAL UTILITY EASEME �- 1 O�` 3, STAINING WALL x j� TYPE INL -\ PER FINAL MAP I o V O o H CIATES 61.4 IF SOUNDWALL PER I SEE SHEE 9 j°i 1 rF H TOP WALL OR PER \ LANDSCAPE PLANS - -- - -6� _ a- T �r 1 la CUR WHEEL S LAND CA PLANS V FOR DEC f7ATlVE _-o- - �,_,� , -- -' - - -- - - - - -- - GUTTER s o i e e o, N c i CONCRETE BAND " I- I I !'\ \ i 1% 2q UR CONNECT WALL ) DETAILS V V I V I DRAIN SYSTEM TO \ l , \ PLA 9707 Wa les Street ' 1 R DRAT P BROW DITCH \ a 1 P�8.0 ; EYING San Diego, ,4 92121 SEE SHEET SEE SHEET 4 • "� ( n SECTION K -K OUTLET OR MALL SIDE WALK UNDER SURVEYING PH(858)558 -4500• FX(858)558 -0414 NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE RECORD DRAWING HR HR OA BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. a vain wsqff, SEE 1112-4111 DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLA EPARED UNDER SUPERVISION OF RECOMMENDED APP V D GRADING PLAN FOR: Ln Mff 3A LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1" =20D DATE Z J� BY: BY. - - 372 -G �i INTERSECTION OF R4/NTREE DR. AND SANFORD DR. 48670 ®� ®�� RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 VERTICAL 1 " =4' R.C.E. NO.: APN 254 061 01 ELEVATION: 65.480 DATUM: [VD29 RAYMOND L. MARTIN RCE 48670 DATE AYMOND L. MARTIN EXP. 06/30/08 DATE: DATE: SHEET $ OF 5$ R R: \0324\ &Eng \GRADING Sc PVT IMPS \0324RGO3.dwg[ 2018 ]Ju 1 -24-2007: 10: 59 R: \0324\ &Eng \GRADING & PVT IMPS \0324RGO3.dwg[ 2018]Jul -24- 2007:10:59 +r 4 SEE SHEET 6 .� PAD ---- ' ° - - - -- _ _- - -- -- --- - - -- "` - - -�-- � , sd9 s�o- s4D svD svg say SVD --_--�--- SdE - - - - -- - - sdE-'------=-- sd�__:__ - s�----- �_�� - -, say - - -- -:-__: sd------ -'- - -- say s - \.. NCTD ROW vs s . -ses �' °'-svo _ _ s \ . RETAINING WALL X. ROW ° EX. ROW °. i �lSTING GAS LINE SDRSD C -6 2: 1 D1SFo Elf N Rr RRY V U�IiA VENUE s __..___ SAT. /! Fo E D�TR /L �7 //--vv 7�� EX. SEWER PER LEUCADIA ' °= SLOPE 3.5 5.5' -40 5' WALL COLOR PER 4 2 BACKING HIP - P .- - = - - - - - - - - - _ _ - - -� STOR / -- - -- / -� - f� / /�@d dflfYN Y}�_ Il l/ /1 % //. II��ff/- __, _ _ - -- _ -� 9 W+ B l! _ .. %/ I% 7i �_, J/ _ - 3f, , R BLANKET - - - - - = , - = - - - . -__.:_ _1/ SIDEWALK LANDSCAPING PLANS D�R'Sf0 DRAIN PROFILE . DWG NO. 147 -B EXISTING UTILITY POL EXl TINS_ WATER i^ EX STING UTILITIES l0 o SHEET -° �' ` B4 hYLOCArEDR EXISTING ELECTRICAL IL , A X16" ROCK, T= o r73. ¢6 S QfS DET 14 EET// - - s s s s -� R s 15 +DO 0 14 +00 -. +00A p p' PLANS 372 1 12+o0 PLANS 643=2 9 -010 '� CRUSHED S �- 77 +00 REP PLANS _ .6 SEE S- 70 +00 643 -249 010 ---�1 _- 643 -249 -010 �O 59 Lwi-I _ EX. WATER PER SAN �° EXISTING �TILITY o- L DIEGUITO WATER ISTRICT �RF_ 8 ti � ,'CONNECT WALL' DRAIN ySTEM TO SIDEWALK �Wti W� i- �� w PROiECTEO IN XIS HY A T ¢' 1 ekC$ MaliNGoit PLlN1P UAL' SECTION A -A FDR STORM DRAfNf'RoFIrE g- S SN��T77 -- =f {- - r- //��J9 / a , F1nr,A n PF� - - F _ alGi7ER- - - W MOON O B EL6 .72 TB -- en- G' S E sNEFT s4 NOT TO SCALE / >11 - ark, DECORATI oNCRETE BAN _.___ A o aiN PLANS 643= 249 =01II o __ - SAID _. to V7h C� M �n O MlQF, ,:m ti o hh O "� h 3 ' - -'�- - PAD 58.74 !�� ti _ hug, �h SUBDIVISION OUNDARY ; h h P� � \ _- '\ RETAINING WALL SDRSD TYPEC&,CATCN &AS/N SLOPE - r-- fi - -fi -- FL M M 77 _ I' ' A7Aq SI0N i Ou. fDP_ ,X 3 WALL COLOR PER 21, 'i RfM = S4 p jyj � a iTb 4`f. do 'n \, SIDEWALK LANDSCAPING PLANS FENCE e 60.8 ti -� MOVE �TT� G 58.4 TF a2-- - _._ s, .., N _ - _ t - -83 - - _ _. °; ov flow UTILITY POLE, _. - M - -_.� __, w�___� � •S � ��,.. - � Q4'�57 3 O ,4 - - - -- -�__ �_ - - - - - -- -`\'° - - - - - - - -- - - � � o ' 12- I � SSE SEE SSF P�1 D£iAf M TIED TYPE.6 CATCHJBASIN PER � I � d .. . _.. a'- 70.17 70 !._i �b - -._., - - -- - - RETAINING WALL _ ------------------ - - - - -- - - -- - - -- - - -- - - - -- \ h PER SDRSD C 1 I - - - -- ---- - ----- 1 °- 40ETOIL 3'x,9'/.v � DYM . SEE SEr ss r7re�^ o 57.07 -6 70.17 --- _____- _- - - N I( 63.8 TW I r - RETAINING WALL _ _ 51. to M$P 60.2 FS REM PER SDRSD C -4 \`k (nh J �,L o NCTD EASEM�NT I ` -- I " W ( N 59.1 TF EXISTING PER FINAL ` n I 49 , y o s o i h U y ° O , I - SECTION B -B PilMP49l DC7�►I 6 _ _ _ N ¢ PEDESTRIAN \ B I \ _ J P�4.81� \�' L O 63.8 TW - A 55 UTILITY POLE ii \N tnZ_ h ACCESS ll I ° Q I N \ W W 4 60.5 FS h I , i x NOT TO SCALE .3 FS o h Z o 5(o U E4SEMMAP PE o N Q W III SQ.B TF P�3, o: , 54 o 0 48 O I O T SEE SHEET 9 FOR `'� 1 IOW i \; v ��O uWZ _ P3.5� = 29.50' 30.26, Z Q I a P�4.Sb I 2 Z- 1 -- 4.5' I 0 ' 20 40 60 LONGITUDINAL ° i IYO i cWa4�� ¢ . 29.58' oo - - -- - - - - - -- r °o ¢ti o __- - - - - -- 261541 TW 1 I U W I 1 o o Z p Mi ( RETAINING WALL PAD 1 \ SDRSD C SECTION OF WATER W �J J ', a o ^ ' 40.67 40.67/ i I TF % ! W z -4 "= UAL BASIN a 57.0 40 67' ¢ "5 �' tt I ° h a I PRIVATE o 40.7 11 , °j' w_ PRIVATE o i \ '- y o I W W 3 i4Ll SCAL 1 20' tl iz 2:1 2:1 ;r -- - - -- W V \\ - ¢ DRIVEWAY o Z ° DRIVEWA Si I, I I a�� O N 4 I a N ACCESS N fI � I 50 ACCESS 47 0 a Fm d U l I 56 L REMOVE P� 3. l I 71 N P�4. Sb O 56.8 TW N' RR ---�� EXISTING \ 1i EASEMEN PER /� _ _ _/ I I P�3.5(0 *i EASEMN PE i �,, O FINAL MA -� P�4.8(0 o FINAL M PAVE P 3.5 53.0 FS m rn � 5, ZI \ IF e ti _ SIDEWALK 2 Y� 6, SLOPE SLOPE WALL COLOR PER �I co j LANDSCAPING PLANS V N 70. j i 51.5 TF I 11 o i 0.24' I r- - -- �I 1 o'Zti O I o 11 _- I 70.93' 7O' i I t Q o ;�I m+ Q I- -- SECTION C -C 6 �7 N v, IN II� - I I P�4.SbW o `o , __, __ ; , 1 e _ 51 M REM O o REMOVE 52 W I �" `i, I I ,' �EMOVE y P�4.8b i o ' P I 0 ELEVATION I \ NOT TO SCALE ON PLAN SHOWN n ` a ' I+ � � BUILDING L l � o _C � ._.__..._ ' -��� -� Ii I � I XlS NG rc h PEDESTRI ESS o 5 P 3. I :t _ _ __ ...._ �, ;� I F EASEMENT PER I txnLlTr POLE � � z.2 rw I I l� i FINAL MAP ° ^ti 5 2 -�-6' RETAINING WALL \ f I Z � -� _ yO 59� FS h `o d82 FG � Z SIDEWALK /SDRSD C- 1 _ 11 ----- - - - - -- - -- - - - - - -- ---- - - - - -- ------ - - - - -- -- - - - - -- - - - -- 96.t - 24?10 _ -- 70.24' �I - - - -- - -1Zt -- - -J' 3.1�' 70. - -- ) - -- '\iFORI 3ZI / �O O 62.1 i 30.46' 28.08' I o ( o' Wo i C REMOVE. EXISTING ECORIkT7 I�N b I UTILITY POLE N 1 tok� I ONE STE A D �U �s O j.� PAD h _ i Q "� 30 00 1 • r, o _ 60' VC _ _ I `C 62.7 \ 3 ' ° 62.8 -�{� +0� I � ° / � STAtY,S� _I � 32 +00 63.5 O�8� � , A 4 ti �� ,� W v> WALL COLOR PER---' - t ° ai , LANDSCAPING PLANS d �' FS Y TIC ° FS N N i X62.0 W / . CONNECT WALL DRAIN TO STORM DRAIN SYSTEM, SIDE WALK UNDER DRAIN _oQ � I I �1q 5 ° / 1' DECORATIVE 9 F- 62.5 `�° "�� V I _?� f' CURB OUTLET OR SECTION J) -I) 62.2 I LONCR TE BAN ��- TCI �� V 62.4 o- ti 0 o \ \\ W Z Z 44 7.00' 3 II O O DETAILS , TC / W V N 45 P�5.65 o \ fl p o / o o \ / \ I / Z , c� -- NOT TO SCALE _____ LL 2Z°} 5 P 6 o / ✓L_� �? -J \ "v / ) \ / P�5.65 o v, - - - -- 28.-b8'- o zh - 7 �/ �3j / <' -- - - - - -- ]b.�9=----- -�- - -� -- x -h° -- -23.13 - -- ` - - -- - - -- - -- 26.46' 12.0 i Q� \ 4 r I WOO EXISTING I - - rt - FENCE TO EXISTING � 00 _ x� t F , , , 58 � ;� � I 4' 24.0' � - '�I REMAIN PROPERTY / LINE VY O �o �I�� !' �v X3.7 ��.,P�3..7 �i 1� C N\ DRIVEWAY •, `_ x � - _ � j. - - - - -- II II gW ACCESS s - -- 2> o�Q a o W I �� 64 EASEMENT PE \ I to I " I' \I P5.85 7.00' P�5.85 11 f7NAL MAP T I PAD= 63.0 1 UO3 - Q.aT ! ¢ 70.17 �' �k I; I W Oh°o , i P 7,. ,, ., �T p' ` I <' 62 I I L::. I' ^o o ^ol O o I j 30.46' 21.08' h01 o�LWu II ,, 59 t �^ , -.' I! �;I P�5.85 y r 30.71' } �, DRIVEWAY , 11 n �i I \'I v 'd�l� ��N W ti wi I '' / I - _.- / -1 -. - -- - - -- EXISTING GROUND �/ �/ DITCH PER - - Q NOTE.• 62.8 FS P�3..7 Y! YI... o M t I'NO`'�,^ ., ,....; :, Ali -I I, REMOVE N PER N \ v II :; N i PUBLIC SIDEWALK n 4L~ �A.,ccEs. ° 1 NALMMA~ 11 b I D -75 \._ -._. ..... _ __. w I Cp / SEE LANDSCAPE PLAN TYPE 8 N , ., i FOR DITCH COLOR SECTION J-J »,I a W u' 1 TYPE B" - - 40.?67 o II II 1 li- r0 i 0 iIFG `-- - - - --P iFINALMMAPPER A tNLET \\ �`' 40,67 ;vil:..l BUISLDINGo V, R �I�' / ,k I Z \% `) �- EXISTING NOT TO SCALE PROPERTY a 29.50 \ V IV 2�a50 I U - I II II - - - - - -� - I. LINE W �• _ -� \ I V '- - -- -- L DRIVEWAY V I ACCESS ° I �I I O� Q �+ EXISTING EXISTING s= Q I _ _ f a `! r EASEMENT P R G' I 0 6 \ Il 60 \1 61 3�^ o��'�'3.% - P �; �I M FINAL MAP �' ' o o C9 °o k\. LV 30.73' + 26.46' I �� - GROUND PER WALL LANDSCAPE W WATER QUALITY LANS MIN P - Z 21.08 7.00 O to - Z v> 1 `' I >I 5' SIDEWALK BASIN WIDTH VARIES C9 ¢ MODIF D m 63.45' 70.17' I` 1 1 40 42 Q / \ \ 1 - Bg 41 42 :°. 2. VEGETATION Zi •....., v''j W _ I SDRSD J -Fl5 r, \ <�-- - - - -`- ----------- - - - - -- - - - -z - -� 4 v P�5.65 W / I i I •� \S \ o� �\ ` ' 'I` ` I. F h •- P=65.65 PAS.6 R A J I - LANDSCAPE PLANS`L':.;'°° 7 , , - to ` S UND Lt VA of REMOVE ( h LJ i by \ EXISTING I I1 I r - - - - - -` LANDS E vv I - -- LEVEL - 0y MIN EASEMENT 'TO, ADJACENT PROPERTY FOR., i AVA CNN v �� I I I'! ' r t ___ EDESTRIAN AC I I \ PATIO v A 4 a �. \� ' 68 SEMENT PER P STRIA Cc__ A I I' 67 \ i .... ............................... EXISTING WATER` - MEASURES SHALL BE u, � i BIORETENTION .............................. i ^� ZONE SEE SHEET VARIES TAKEN TO PROTECT THE BACKYARD USE Y7ER GENERAL UTILITY .I P�5 95 �s S N, P EASEMENT PER "` -- - 11 I'i P�5,85 /NAL MAP Fv l�G PAS, 85 i W /� EXISTING FOOTING IN =54 FOR DETAILS DOC. -'_ -__ RECORDED:__ 1 `fl Pv v1'�A �� EXISTING SAN DIEGO GAS,�� �' ,- ' 23. FINAL MAP l n 30.46' 28.08' 1 1' I i i A\ �o ?$ v o A�� AND ELECTRIC EASEMENT ti 1 4 t5 ^ _ II \ AND INFORMATION. PLACE FIELD VERIFY THE i _:_ AEXISTING - -�^ p E ( 1 _ �\ FOR TO \\ o 0 0 \ Al RO Q V q� I� - - - - - - - - � � ,� \ Q - -� 75 BE VACATED TED PRIORB O T ~ 700 \ Fll I - .. THE FOOTING �. � �^�.�° SECTION L -L �. _ J I� SH 1 �. \ \ \ I rz \ \ ISSUANCE OF BUILDING i s6.4 67.9 \I v \ P�4.5 65.7 , o TO TC iV \ \ PERMIT m K FOR STORM i \ , � '\ o A EXISTING PAVEMENT i FG 1 q REMOVE REMOVE EXISTING L DRAINAGE o MODULAR I II L I RAIN PROFILE WOW " W v ~ SEE SHEET 19 J 2 W W - - �- - - - - EASEMENT PER N \ \ A� 7 �\ \ I UTILITY POLE WETLAND - - -- - -' I- TYPE LET -- NOT TO SCALE I �� �_ 1 EXISTING \ \ i /" PROPERTY LINE PAD / / l \ -- 62.8 i �o� tom• 1 no�� FINAL MAP `. *� \ UNIT FOR STORM 6� 6 I 11 - - -- \ ' W T C \�1 I� i- F 9 i - - - - - - �E - (' . WATER QUALITY I O 4 SIN \ BA WIDEGETA�ON ,� SHEET 17 i �6 ` � 1 � MEANDERING DRSD PER WADI SDRSD FS _ _ _ 2 -L.1, _ _ _ _ -28 r_ -284 c� o ACCE5SNEASEMENT o _ DITCH PER ` 5 \� 76 (�'= - I - - - -_ a PER FINAL MAP v 6 7 O \ o \ h 70 N I Or I �, i SIDEWALK LANDS PE C -4 i _ �� DRSD D -75 / ` too - - i P�3.0 \ / I CUT Q Tj i \ PLANSCA h =� - - - - o TYPE B h , ' I ®I W 2.72 I LCUT i orW to D\, _ "� EASIEMENT TO ADJACENT - PROPERTY- -FOR BACKYARD USE PER W o to _ s' ` �- o v I I I' m - =- 0 ° U G NION RUN �'' o , j , ,� I I , 94.00 �ti �I I G y N \ o o y to RETAINING WALL I ° to �. K PER SDRSD Q ' �I ( d I L_- __BIORETENTION ZONE SEE VARIES ,_._ -__ -� -- SHEET 54 FOR DETAILS \ E�t'1 °US AVENUE AND INFORMATION. RECORDED:______ o 00 _ - 40 0 - 4 - - - _ FnR_ n MODULAR tiff 6-1_3 _ _ _ _ _ _ 63. o 64. CONCRE BA i WETLAND i FL _ - N t 0 2.0% o oer a �: a FS E ° 65.7 d FS DETAILS UNIT u � - - - - SECTION M- PL I FENCE NOT TO SCALE CLEAN DU 6� o II FS 2' j i lV HUNSAKEII 95- -_� 90.00' ROF ESS/ FL -� GRUNI N II, GENERAL U ITY EASE�AEA7T o I 66.2 TW v PER FlN MAP - o' �o �0 L . y�q< i V ' PER I 0� qp / 18' 24' 1l I _ , - /- 2' RETAINING WALL x 61.5 TF SOUNDWALL SEE SHEE 9 7 �o F \ - -- 6A24- - - - - -- O T 2� WALL COLOR PER Y S l A ♦ & ASSOCI ` s n N o i F c o, i n TI tip (� �- - LANDSCAPE PLANS FOR DEC ATIVE - S 0R _ _ _ _ _ _ \ i, l CONCRETE BAND DRAIN SYSTEM TO �\ I �i �I \ - - - - - - - - \ i No. 48670 z DETAILS - CONNECT WALL i' i' 15 / / � I P. 6 30 14 # v WHEEL STOP CURB LANDSCAPING PLANS / 1% GUTTER 2q CURB % - PLANNINC 9707 Wa les Street P -� ' s BROW DITCH \ ® 1 P° �9 v. �� TF ' I _ _ `' ti "� SECTION K CONNECT WALL DRAIN TO CURB ENGINEERING San Diego, Ca 92121 \n' G SEE SHEET 4 �' OF cAUF°R S H F C 1 1 SEE SHEET N E I'� - -K �^ -r OUTLET OR SLOE WALK UNDER DRAIN SURVEYING PH(858)5584500- FX(858)558.1414 ✓ V ' NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE RECORD DRAWING APPROVALS CITY O E E N C I N I TA S ENGINEERING SERVICES DEPARTMENT DRAWING NO. HR I JR I OA REPLACEMENT SHEET 3 4A 46 142"ll DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322, LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " -20` PLANS PREPARED UNDER SUPERVISION OF DATE �� �?9 ( Z RECOMMENDED APPROVED GRADING PLAN FOR: 372 -G ORIG. APPROVED 8114107 4 REV 6L S. D. q/17/17 OF RA/NTREE DRIVE 250' NORTHERLY FROM THE - . INTERSECTION OF RAINTREE DR. AND SANFORD DR. 1 =4� R.C.E. NO.: 48670 A P N 254-061 - 01 CITY OF ENCINITAS R.O.S. RAYMOND L. MARTIN RCE 48670 DATE RECORD FROM: 18416 ELEVATION: 65.480 DATUM: NGVD29 VERTICAL RAYMOND L. MARTIN EXP. O6 30 14 DATE: DATE: SHEET 34OF R: \0324\ &Eng \GRADING & PVT IMPS \0324RG03- dwg[]Nov -29- 2012:11:30 R: \0324\ &Eng \GRADING & PVT IMPS \0324RGO3.dwg[]Nov -29- 2012:11:30 d Ih LO I 0 4 CENT' TYPE B LHUNSAKER 0& JAL to SEE SHEET G 3 v: '0 N RUN 9707 Waples Street ENGINEERING San Diego, Ca 92121 RETAINING WALL= --------- REVISIONS .R1 APPROVED DATE to I IVIAA I q 111 -71 -X21 11,T --------------------- 7\: ------- k7;K PER SDRSD C -1 A, Al 71 REFERENCES DATE BENCH MARK SCALE 4N DESIGNED BY SEE 42+00 EE S�EET to TDE Q.HECKED BY �u_ HR I HR 61.9 -- ---- :Z- FE' 0 - 40- 0 6J. TYPE "A 64.0 0 FS 2.OX FOR FOR EE,-O R� IVE V No t65.7 CONCRETE 31NO Q) DESCRIPTION: BRASS DISK STAMPED ENC-04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1"=20' --------- --- ----------- -- PLANS PREPARED UNDER SUPERVISION OF I A n i DATE CLEAN OU ut� 111? ...... . ........ DETAIL 5 FS OF RAIN7REE DRIVE 250' NORTHERLY FROM THE 9 In Io I I : _61 90.00-1 I SHEET 17 0 VERTICAL 1 '=4' R.C.E. NO.: 48670 YMOND L. MART I N EXP. 06/30/08 DATE: DATE: a /9' AD v- 1 -1 Lu !RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ILLIEVANON: 00.460 DATUM: NGVD29 DIEGO GAS AND EASEMENT -TO --=ACE`�\NT ELECTRIC ADJACENT EASEMENT PRTE i II PROPERTY P=66.0 1 OR RETAINING fkq T11DOC. NO. 121842 F VACATED TED -------- R4CKYARD USE PER TO BE - - - - - - - - - - - - - - - 7 - - - - - - - A7 -- -------------I- BACKYARD - - - - - WALL PER DOC. it P=66. I C21 SDRSD C-6 RECORDED: \ (m 1: 96.00, 71� P-:68.5 L 6.15,5 It 66.2 TIV III i I 63.5 IF -ILL 64.46 F q �C LIT ii j it FL -------------- G - - - -- 7\7 64.54 90.00' FL - - 66.9 ! TW BZ20 8Z20' ' % P=69.2 I. IT 63.5 IF LANDSCAPE 65.7 EASEMENT PER PEDESTRIAN L MAP FINA EASEMENT FINAL MAP 0D P=66.7 PER­-=zZ�'�'Jlj P=66.9 It I EXISTING SAN -------- --- . ..... DIEGO Cw4S AND P=69.1 D_ DITCH PER I b\' ELECTRIC SDRSD D-75 F-I y" I CU REMOVED I I I TO BE VIE TYPE B I REMOVED Lz 0 EASEMENT TO ADJAC 66.9 TW J� L L ----------------------- --------------- -,. \ "' FILL w c PROPERTY FOR 64.2 IF L 7 (n _j III c_- Z 96.00' 1 BACKYARD USE PER :1 .4 CUT L It DOC.- FL RECORDED.-- bb.Zti 90.00, "IT ----------------------- ------------ FL PUBLIC SIDEWALK FS 68.3 TIN 8Z20' 8Z20' EASEMENT PE FINAL AMP 65.6 IF FILL /WS/0 B RY -- CUT P=69.9 �_CUT I 28 35 I� Igo 61L _ P=678 ...... I P=67.6 P=69.7 II < Z 69.0 TW ----- ---------- j 66.3 TF PEDESTRIAN 96.00' I fl L EASEMENT PER FL Q. '99 FINAL MAP �4f�"q 9 rAD I : I ---------- 7V --------------------- 7V - ---- --- _j II g F EASEMENT TO ADJACENT -�_68.64 90.00, --------------- - - - - - - - - - - - - - - - - --- - - -- - - - - - - - -- - - - - - - - N FL PROPERTY FOR I BZ20' 8Z20' 69.7 TW LANDSCAPE BACKYARD USE PER 6Z7 TF EASEMENT PER FINAL 94P REC .-ED-- 1. P=70.5 P=68.5 '0 71, 3 P=70.J P=68.5 71.1 TW LHUNSAKER 0& JAL & ASSOCIATES S A N D I E IS 0, 1 N C_ PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500- FX(858)558-1414 REVISIONS APPROVED DATE RAb EL.EVA770N I IVIAA I q 111 -71 -X21 11,T --------------------- 7\: ------- F I f _f r/. % I %.I A, Al 71 71.1 TW V1 I il FS 69.8 TF SEE SHEET 5 ZF N& ....... .... �j --------------------- 7\: ------- L REFERENCES DATE BENCH MARK SCALE RECORD DRAWING DESIGNED BY DRAWN Q.HECKED BY APPROVALS HR I HR I OA 0 DESCRIPTION: BRASS DISK STAMPED ENC-04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1"=20' 14) (V PLANS PREPARED UNDER SUPERVISION OF I A n i DATE RECOMMENDED APP OVED BY: BY: CL - / ..... ...... 111? ...... . ........ .. ....... .. OF RAIN7REE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAWTREE OR. AND SANFORD DR. VERTICAL 1 '=4' R.C.E. NO.: 48670 YMOND L. MART I N EXP. 06/30/08 DATE: DATE: a /9' AD v- 1 -1 !RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ILLIEVANON: 00.460 DATUM: NGVD29 RAYMOND L. MARTIN RICE 48670 DATE IN 0 ....... .... �j L P9 EQ �II I Ln 0 14) (V CL - / ..... ...... 111? ...... . ........ .. ....... .. bz z to IN z X11 j{ + 1, ONE ITS!= livi'm LMI 20 SCALE 1"=20 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: to C C) 372-G CD APN 254 - 061 -01 zvk SHEET 4 OF 53 32 R:\0324\&Eng\GRADING & PVT IMPS\0324RGO4.dwg[ O]Jul-20-2007:09:44 R:\0324\&Eng\GRADING & PVT IMPS\0324RG04.dwg[ O]Jul-20-2007: 09:44 0 �j L Q) EQ 0 14) (V CL - / ..... ...... 111? it in1 .. ....... .. z X11 j{ + 1, ONE ITS!= livi'm LMI 20 SCALE 1"=20 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: to C C) 372-G CD APN 254 - 061 -01 zvk SHEET 4 OF 53 32 R:\0324\&Eng\GRADING & PVT IMPS\0324RGO4.dwg[ O]Jul-20-2007:09:44 R:\0324\&Eng\GRADING & PVT IMPS\0324RG04.dwg[ O]Jul-20-2007: 09:44 K) LO It TO R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG05.dwg[ 0]Jul -20- 2007:09:44 ' L' s ��- - CONSTRUCTION AND RELATED ACTIWTIES. scow AV&. 2. ALL PERSONNEL ENTERING THE RAILROAD RIGHT -OF -WAY SHALL COMPLY WITH NORTH COUNTY TRANSIT B. THE CONTRACTOR SHALL COMPLY WITH ALL ENVIRONMENTAL AND THIRD ERMITS AS REQUIRED DISTRICT (NCTD) REQUIREMENTS. FAILURE TO COMPLY WILL BE GROUNDS FOR TERMINATION OF WORK BY THE WORK. AND REVOCATION OF THE RIGHT -OF -ENTRY (ROE) PERMIT. 9. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FO E4C UIPMENT OPERA T TO 3. PRIOR TO THE START OF CONSTRUCTION AND AT THE CONTRACTOR'S EXPENSE, ALL PERSONNEL HAVE CONSTANT AND DIRECT RADIO CONTACT WITH THEIR FO MAN. E REMAN WILL I RN HAVE C RET INCLUDING SUBCONTRACTORS AND THIRD PARTIES SHALL COMPLETE NCTDS CONTRACTOR SAFETY WALL CONSTANT AND DIRECT CONTACT WITH THE NCTD FLAGMAN/ /• 4•' TRAINING COURSE. CONTACT - _ CT LEE KUHNS AT (76U) 967 -2851 TO ARRANGE TRAINING. 10. THE CONTRACTOR SHALL HAVE THE PERMITTED STA ED S PLANS ON -SITE. RK WILL BE - 4. THE ROE PERMITTEE SHALL PAY FOR ALL FLAGGING, INSPECTIONS, AND REVIEW COSTS AS REQUIRED TERMINATED BY NCTD SHOULD NO STAMPED PLANS B ON- T T 4.3 EX.) ' dPl6 /NqL IN THE ROE PERMIT. WORK BEYOND THE HOURS OF 7 AM TO 5 PM, MONDAY THROUGH FRIDAY, WILL 11. THE CONTRACTOR SHALL CONTACT NCTD AT ( 9 -28 48 HOURS I VANCE FOR ANY BE CHARGED AT 1.5 TIMES THE STANDARD HOURLY RATE. INSPECTIONS REQUIRED IN THE ROE PERMIT. Pot E 5. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS SET FORTH BY NCTD, THE ROE PERMIT, 12. ALL WORK ON OR ADJACENT TO THE SAN DIEGO TREY SHALL A ADHERE TO NCTD / 1 o,q! _yl PROJECT PLANS AND SPECIFICATIONS, AND THE JOB SITE NCTD FLAGMAN /EMPLOYEE- IN- CHARGE(EIC). REQUIREMENTS. ctA THE NCTD FLAGMAN /EIC HAS SOLE RESPONSIBILITY TO PROTECT THE RAILROAD INFRASTRUCTURE AND 13. THE MOVEMENT OF TRAINS IS UNPREDICTABLE. TRAINS MA PROACH THE JOB STE I NY WALL @ NGrD GO PoL>= OPERATIONS. AT ALL TIMES, THE CONTRACTOR SHALL FOLLOW THE FLAGMAN /FIG'S DIRECTION DIRECTION, AT ANY SPEED, AT ANY TIME AND MAY STOP OCCUPY THE TRACK N T SEGtIA1V NTS 6. ALL PERSONS ENTERING THE RAILROAD RIGHT -OF -WAY SHALL HAVE TAKEN THE NCTD SAFETY TRAINING CONTRACTORS WORK ZONE FOR AN UNDETERM /NED P OF TIME. COURSE AND SHALL HAVE THE NCTD SAFETY STICKER AFFIXED TO THEIR HARD HAT 14. NO PERSONNEL SHALL CROSS ANY TRACK WITH THE APPROVAL FROM E D GMAN.= ^TM 15. ONLY THE NCTD FLAGMAN IS PERMITTED TO FORM FLAGGING OPERATIO Wl HE RAILROAD RIGHT -OF -WAY. r 4 RAIL LODGE FENCE 100' NCTDWOW - - TO' 20' - -.. _ 10.8 LO' MIN CL ORIGINAL — GROUND = SUR:`ACE ELEVATION � -- --- DITCH i 2:1 49.51 2-1 EXISTING SLOPE - FL - - SLOPE RR TRACK TEMPORARY CHAIN LINK FENCE EXIST . 10' EMBEDDED INTO GROUND GAS LINE A% =0 +0® CROSS SECTIONS HORZ. SCALE. • 1" = 10' VERT. SCALE: 1 " = 5' I t 1 3 , I s s +Ili wI` f ;I f I I' ,I L I € W� E 5 3 € If Ir; 1 3 IV ; E r pI:€ 73 Wr =a! I t I 3:1 E; � 'll E I it PUBLIC RIGHT - OF -WAY -'1 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. EXISTING GROUND PUBLIC RIGHT -OF -WAY 100' MIN. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT °° 0 ° INTO THE TRENCH. 14'MIN. S 00 0 go PLAN � � I J / �I€r�iriGill- 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. ((� III FILTER -=m=-T F -ITT PROVIDE APPROPRIATE TRANSITION / = III - III =III= BETWEEN STABILIZED CONSTRUCTION I I I =1 I I I -I I r=-,,Fl r=-,,Fl yTRANCE AND PUBLIC RIGHT -OF- I � r=-,,Fl -Ih- I-1I1- I STABILIZED CONSTRUCTION = I -I "I' III ENTRANCE SILT FENCE COMPACTED SOIL TO PREVENT PIPING RUNOFF WATER WITH SEDIMENT - A—i 2 RE- BARS,STEEL PICKETS,OR 2'X 2" STAKES 1 112' TO 2' IN GROUND STAKED ,—STRAW BALE 0 POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM 8'(MIN.) SPACING FOR VEHICLE ACCESS T � ; is 4• y.: 4 -,Y`uw -.. -: �, W -w �: � � � "� t I 1 3 i it 3 3 �. .. ,....,. e _ _ THAN 2% 200' TO 4% M-12 TO 10% 50' THAN 10% HYDROSEED MIX APPROVED BOTANICAL NAME COMMON NAME RATE LBS /ACRE MINT PURE ALYSSUM SPECIES 'ROYAL CARPET' 3 98180 ALYSSUM SPECIES 'CARPET OF SNOW' 4 98/80 GAIZANIA 'PIXIE DWARF' DWARF CLUMPING GAZANIA 4 90140 LIMONIUM PEREZI SEA LAVENDER 3 6515 VERBENA TENUISECTA MOSS VERBENA 4 90175 TOTAL POUNDS PER ACRE 18 RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 THE FOLLOWING MATERIALS SHALL BE IN THE MIX. DESCRIPTION QUANTITY MULCH - CONWEB FIBER 2,200 LBS /ACRE DATE: $,/4/0;L BINDER - TERRA TAC #3 150 LBS /ACRE LQ9 FERTILIZER 16 -20 -0 EXP, 06/30/08 400 LBS /ACRE SWALE DIRECTION OF STREET FLOW SWALE W A PLAN NO SCALE -ONE BAG MIN. / / / /�J / / /�// // FIRST ROW OF BAGS TO BE HALF BURIED SECTION A -A NO SCALE GRAVEL BAGS (TYP.) W= 75% ROADBED WIDTH ,- CENTERLINE 8'(MIN.) SPACING FOR VEHICLE ACCESS X BAGS (TYP.) STREET SLOPE INTERVAL LESS THAN 2% 200' TO 4% M-12 TO 10% 50' THAN 10% STREET SLOPE INTERVAL LESS THAN 2% 200' 2% TO 4% 100' 4% TO 10% 50' MORE THAN 10% 25' NOTE PROVIDE VELOCITY REDUCER IN ALL UNPAVED STREETS AT THE INTERVALS I INDICATED ABOVE. GRAVEL BAG VELOCITY REDUCER AT WEIR 1 BAG HI( FLOW A� �� NO SCALE -WEIR (MIN 3 BAGS WIDE) FLOW A TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION NOTES: ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THE ARE a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST* a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREA SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE. a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATF_RING FROM QUICK COUPLERS /HOSE BIBS OR A CONVENTIONAL SYSTF_M OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER PRIOR TO HYDROSEEDING-THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES, AND COST OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED MIX. 4. CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, pH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. C. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT' IS PERMANTENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. D. IF WORK IS NOT ACTIVELY BEING PERFORMED ON THIS GRADED SITE FOR 2 MONTHS, THE ENTIRE SURFACE OF THESE LOTS SHALL BE TREATED WITH A FIBER MATRIX MATERIAL j) PLAN VIEW SUMP INLET DETAIL NO SCALE 1 BAG HIGH WEIR • ld A(P BAGS WIDE MIN �3 2 BAGS HIGH\ PLANS PREPARED UNDER SUPERVISION OF 12'LE APPROVED LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE SECTION A -A (FOR ALL INLETS & CATCH BASINS) 'W w€ ( NO SCALE GRAVEL BAGS TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION NOTES: ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THE ARE a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST* a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREA SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE. a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATF_RING FROM QUICK COUPLERS /HOSE BIBS OR A CONVENTIONAL SYSTF_M OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER PRIOR TO HYDROSEEDING-THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES, AND COST OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED MIX. 4. CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, pH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. C. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT' IS PERMANTENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. D. IF WORK IS NOT ACTIVELY BEING PERFORMED ON THIS GRADED SITE FOR 2 MONTHS, THE ENTIRE SURFACE OF THESE LOTS SHALL BE TREATED WITH A FIBER MATRIX MATERIAL i •`.• �_ 3.7Le'1 ►1;1Im:1"m 91If -AI RE.; ��Ji11LeiAmsm;1 "� r • . / HYDRO SEED AREA 2:1 SLOPE 3 PROPERTY LINE � HAY BALE SILT 4 EA 3 BARRIER CURB LINE Q HUNSAKER TYPICAL LOT DRAINAGE �► " & ASSOCIATES S A N D I E G O, I N C NOT TO SCALE W • ld A(P LEGEND PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL V, =20' DATE Zy L TOP /TOE OF SLOPE INTERSECTION OF RAINTREE DR. AND SANFORD DR. R.C.E. NO.: 48670 RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 OR DAYLIGHT LINE DESCRIPTION QUANTITY SYMBOL DATE: DATE: $,/4/0;L o PROPERTY LINE LQ9 EXP, 06/30/08 I EARTHEN SWALE STABILIZED CONSTRUCTION 1 EA �� ENTRANCE I �I I SILT FENCE 2,000 LF OIJ w w L� z z UNLINED SWALE & z ao bi BERM J I` N Ir cn I` - LOT d LIMITS OF CLEARING & III w o 64 0 iii GRADING Of o GRAVEL BAGS 1,120 EA 0 GRAVELBAGS 2 BAG HIGH GRAVELBAGS 2 BAG HIGH + 0 f 30 645 SF r �. i •`.• �_ 3.7Le'1 ►1;1Im:1"m 91If -AI RE.; ��Ji11LeiAmsm;1 "� r • . / HYDRO SEED AREA 2:1 SLOPE 3 PROPERTY LINE � HAY BALE SILT 4 EA 3 BARRIER CURB LINE Q HUNSAKER TYPICAL LOT DRAINAGE �► " & ASSOCIATES S A N D I E G O, I N C NOT TO SCALE PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: C ® RAL C ® V� 372 -G APN 254-061-01 SHEET 7 OF 53 ,0324 \&Eng \GRADING & PVT IMPS \0324RG07.dwg[ O]Jul -20- 2007:09:46 R: \0324 \ &Eng \GRADING &PVT IMPS \0324RG07.dwg[ 0]Ju1 -20- 2007:09:46 M In zI • ld A(P DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL V, =20' DATE Zy L INTERSECTION OF RAINTREE DR. AND SANFORD DR. R.C.E. NO.: 48670 RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 VERTICAL 1�� =4� AYMOND L. MARTIN DATE: DATE: $,/4/0;L ELEVATION: 65.480 DATUM: NGW29 RAYMOND L. MARTIN RCE 48670 DATE EXP, 06/30/08 PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: C ® RAL C ® V� 372 -G APN 254-061-01 SHEET 7 OF 53 ,0324 \&Eng \GRADING & PVT IMPS \0324RG07.dwg[ O]Jul -20- 2007:09:46 R: \0324 \ &Eng \GRADING &PVT IMPS \0324RG07.dwg[ 0]Ju1 -20- 2007:09:46 M In zI GENERAL NOTES 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 5- THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND FACILITIES PRIOR TO THE START OF ANY WORK WHICH CROSS NEW STORM DRAIN PIPE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE (800) 422 -4133 B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TELEPHONE. ° (619) 546 -3606 C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA TELEPHONE. • DIG ALERT (800) 422 -4133. D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE TELEVISION COMPANY. TELEPHONE. • (800) 422 -4133 7 CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR. 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (MARCH 2000 EDITION), CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 1992 EDITION),AND THE SPECIAL PROVISIONS FOR THIS PROJECT, SAN DIEGUITO WATER DISTRICT NOTES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST IN FRONT OF THE PARCEL THEY ARE SERVING. ABBREVIATIONS AC = ASPHALT CONCRETE PVMT = PAVEMENT PC = PORTLAND CEMENT CONCRETE LIP = GUTTER LIP X -GTR = CROSS GUTTER EP = EDGE OF PAVEMENT TIC = TOP OF CURB FL = FLOWLINE INV = PIPE INVERT TB = TOP OF BERM BC = BEGIN CURB EC = END CURVE FH = FIRE HYDRANT R/W = RIGHT OF WAY ST LT = STREET LIGHT PCC = POINT OF COMPOUND CURVE CB = CURB ANG PT = ANGLE POINT HUNSAKER & ASSOCIATES S A N . D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558 -4500 FX(858)558.1414 REVISIONS I APPROVED I DATE PCR = POINT CURVE RETURN BCR = BEGIN CURB RETURN ECR = END CURB RETURN (72.89) = EXISTING ELEVATION PRC = POINT OF REVERSED CURVE (R) = RADIAL BEARING VERT. = VERTICAL HORIZ. = HORIZONTAL SDRSD = SAN DIEGO REGIONAL SHEET STANDARD DRAWINGS EXIST. = EXISTING READ. = REQUIRED PVC = POLYVINYL CHLORIDE PIPE PP = POWER POLE CMP = CORRUGATED METAL PIPE CAB = CRUSHED AGGREGATE BASE ARHM = ASPHALT RUBBERIZED HOT MIX ENGINEER'S SPECIAL NO TES 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. J. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (858) 558 -4500. 4. THE CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST APPROVED PLANS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL REWORK THAT RESULTS fROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VALIDATED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCA77ON OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS -BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 7 CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH SACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. METAL HALIDE FIXTURE %10 NOTE: THERE SHALL BE 18" SEPERATION FROM CENTER OF POLE TO BACK EDGE OF SIDEWALK. WHEN NO SIDEWALK IS PRESENT THERE SHALL BE 36" SEPERATION FROM CENTER OF POLE TO FACE OF CURB. LIGHT SHIELD LIGHT DISTRIBUTION PATTERN m I I I_�- ROUND STRAIGHT POLE ACCESS GROUND LUG / CONCRETE PULLBOX AND COVER 2" � FINISH GRADE 48" [MI . , �- CONDUIT & WIRE . 24" STREET LIGHT DETAIL NOT TO SCALE STREET LIGHT NOTES: 1. STREET LIGHT DETAIL PROVIDED ON THESE PLANS AS REFERENCE ONLY. SEE LIGHTING PLANS FOR SPECIFICATIONS AND DETAILS. 2. IF THIS DETAIL CONFLICTS WITH ANY DETAIL ON THE LIGHTING PLANS FOR CORAL COVE PREPARED BY NATE MULLEN VISUAL CONCEPTS, LLC, THE LIGHTING PLANS SHALL SUPERCEDE. REFERENCES DATE BENCHMARK SCALE RECORD DRAWING Xm '70.1 DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1" =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MARTIN RCE 48670 9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. 10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. 11. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO SACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. 12. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS -BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. 13. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. 14. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. 15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. 16. CONTRACTOR SHALL SUBMIT AN AS -BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 17 STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN 774E APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS 18. ALL UTILITIES SHALL BE CONSTRUCTED FROM THE DOWNSTREAM POINTS OF CONNECTION OR OUTLET POINT CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ALL ADDITIONAL COSTS OF RESTAKING OR RECONSTRUCTION OF ANY GRADING OR IMPROVEMENT WORK PUT IN PLACE WITHOUT FIRST COMPLETING WORK TO VALIDATE ALL POINTS OF CONNECTION. SHEETINDEX SHEET 8 - TITLE SHEET SHEET 9 - KEY MAP SHEET 10 - TYPICAL SECTIONS SHEET 11 - CORAL COVE WAY STA 10 +00.00 THRU 12 +90.00 SHEET 12- CORAL COVE WAY STA 12 +90.00 THRU 16 +00.00 SHEET 13- CORAL COVE WAY STA 16 +00.00 THRU 18 +75.41 SHEET 14- CORAL COVE WAY STA 20 +00.00 THRU 24 +00.00 SHEET 15- CORAL COVE WAY STA 24 +00.00 THRU 27 +19.74 SHEET 16 - CORAL COVE WAY SHEET 17 - GRUNION RUN SHEET 18- CORAL COVE WAY SHEET 19 - ACCESS DRIVEWAY SHEETS 20 -53 -LANDSCAPING PLANS VIM01 I iris lei 0.1 �• THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 L011ION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -JULY 1992. 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -JULY 2000.. 2. STATE OF CALIFORNIA STANDARD PLANS -JULY 1992. 3. SAN DIEGUITO WATER DISTRICT STANDARD PLANS. DESCRIPTION STD DWG SYMBOL QUANTITY SURFACE IMPROVEMENTS EXIST CABLE TELEVISION LINE .............. ............................... EXISTELECTRICAL ................................................................... ............................... - _ _.._..._ _ ._......._......._ EXISTTELEPHONE .................................................................... ............................... __.... EXISTGAS MAIN ......................................................................... ............................... ; ........................... EXISTSTORM DRAIN ................................................................... ............................... t ^,:__ EXIST CONTOURS ...................................................................... ............................... ........ _ ..... ......._. <, °:.•..._.... __..... EXIST RIGHT -OF -WAY LINE ................................................................ I..................... PROPOSED RIGHT -OF -WAY LINE ................................................. ............................... PROPOSEDCONTOURS ................................................................ ............................... 60 DAYLIGHTLINE ............................................................................ ............................... - -j, i - _,1,_ GRADEDSLOPES .......................................................................... ............................... PROPOSED SPOT ELEVATIONS ...................................................... ............................... 65_ 52FIL LOTLINE ..................................................................................... ............................... A. C. PAVING ............................................................................... ............................... 70,067 SF TURF BLOCK PER LANDSCAPE PLANS ....................................... ............................... 450 SF 6" TYPE 'G' CURB & GUTTER .................... G -2 .................... ............................... 4,522 LF 4" PCC SIDEWALK ....... ............................... G-7 & G -9 ........................................ 9,149 SF CONCRETE DRIVEWAY ... ............................... G -14B .................. ............................... 22 EA CONCRETE DRIVEWAY .... ............................... PER DETAIL SHEET 10 ............................ 16 EA PEDESTRIAN RAMP ... ............................PER DETAIL SHEET 10...... ............................... 17 EA u CONCRETE CROSS - GUTTER .. ............................... G -12 ............................... -J 16 EA 11, 419 SF GUTTER................................. ............................... G -1 ........ ............................... 336 LF PVT STREET LIGHT ANCHOR BASE FOUNDATION PER LIGHTING PLAN ...................... 0� 12 EA FIRE LANE SIGN .. ............................... PER DETAIL SHEET 10 ... ............................... 22 EA STREET NAME /STOP SI GN ............................. SDM -102 ...... ............................... 4 EA RIBBON GUTTER ...........................PER DETAIL SHEET 10............. ............................... 100 SF OWN: PA 12" RCP STORM DRAIN .................................................................. ............................... 81 LF 18" RCP STORM DRAIN .................................................................. ............................... - 69 LF 24" RCP STORM DRAIN .................................................................. ............................... - 534 LF TYPE'B' CURB INLET ............................................ D- 2................................................ E� 6 EA TYPE 'A -4' CLEANOUT ............................................ D- 9................. ............................... ❑O 1 EA U -TYPE HEADWALL (FOR 24" PIPE) ........................ D- 34............................................ 1 EA HEADWALL.......................... ............................... D -32 .................. ............................... 1 EA 8� P VC K/ATER MAIN ....... .................(PER C G , 372--- 1).. ...... ...... ............................... ..... -- 5" P.VC. -FWE6 AITd ........................( Li DWG . 372-- 1)..... ... ...... ........................,.,.... SDGE VAULT ......... ............................PER DRY UTILITY PLAN......... ............................... APPROVALS PL S PREPARED UNDER SUPERVISI N F RECOMMENDED APPROVE DATE: Z vy / d BY: 114, BY: aa. RAYMOND L. MARTIN R.C.E. NO. 48670 MASIH MAHER PETER COTA- ROBLES DATE EXP. 6 -30 -08 DATE: _7-19/07 _ DATE: Q A/p� CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PRIVATE STREET IMPROVEMENT PLANS FOR: TITLE SHEET 372 -PSI CORAL COVE SHEET 8 OF 53 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG08.dwg[ 0]Jul -20- 2007:09:46 N y a I,=J 11 60 0 60 120 180 SCALE 1"=60' LEGEND SUBDIVISION BOUNDARY — - -- EASEMENT LINE STORM DRAIN = STREET SIGN SHEET NO. STREET LIGHT 113 s2 L 61 75 "m m-m H a Iw I. I� r 33 34 35 77 1 c .�mmw C) L' '1' , :g will !11 llllg� Via♦ �♦ r J EXPAN51ON JOINT DETAIL GOLD JOINT DETAIL C FAV N6 J® NT5 e T PAMNS J011ft 02 KFELTP G PER N PLAN LAND5GAPE PLAN D 05E ALL EDGES (1YR ) POLY5ULFIDE SAND ED GAULKING- COLOR TO MATCH PAVING ONO. 4 DOWEL AT IS" O.G., 24" LONG, 5LIP ONE END COMPACTED 5U56RADE PER 501L5�/ REPORT O4" WIDE HAND TOOLED 5GORE LINE- In 5AW GUT ONLY WHERE GALLED OUT ( w ON THE CON5TRUGTION LEGEND " r NOTE: 5EE LAND50APE PLANS FOR FIN15H AND COLOR OF CONCRETE. w DETAIL LEGEND OCONTROL JOINTY&" WIDE x %" DEEP TOOLED JOINT. CONTROL JOINTS TO BE CENTERED BETWEEN EXPAN5ION JOINTS. �EXPAN510N JOINTY" THICK PRE- MOLDED MATERIAL THROU6H SLAB. EXPANSION JOINTS TO BE PROVIDED ® 20' -0" O.G. (MAX) BACK OF CURBS, BUILDING FACE /WALLS ETC. OR AS INDICATED ON PLAN. (3 15" LON6 #5 BAR DOAEL EXPANSION JOINTS (TYP). SLIP JOINT ONE SIDE. �6" CONCRETE SLAB NU #4 BARS 18" O.G. EACH DIRECTION. VERIFY WITH SOILS REPORT THICKNESS OF PAVIN6 AND REINFORCEMENT REQUIREMENTS. GRAVEL BED PER SOILS ENGINEER 5UBSRADE PER SOILS ENGINEER. NOTE: SEE LAN125GAPE PLANS FOR FIN15H AND COLOR OF CONCRETE. CONTRACTOR TO VERIFY ALL 5LEEVIN6 REQUIRED PRIOR TO DRIVEWAY POURS INCLUDING BUT NOT LIMITED TO IRRIGATION AND SITE LI6HTIN6 5LEEVIN6 5HOAN ON THESE PLANS. C®�lC .TE IOAY I NO= V H I CULA ASSOCIATES IN QROFESS /® S A N D I E G O , I N C C) L' '1' , :g will !11 llllg� Via♦ �♦ r J EXPAN51ON JOINT DETAIL GOLD JOINT DETAIL C FAV N6 J® NT5 e T PAMNS J011ft 02 KFELTP G PER N PLAN LAND5GAPE PLAN D 05E ALL EDGES (1YR ) POLY5ULFIDE SAND ED GAULKING- COLOR TO MATCH PAVING ONO. 4 DOWEL AT IS" O.G., 24" LONG, 5LIP ONE END COMPACTED 5U56RADE PER 501L5�/ REPORT O4" WIDE HAND TOOLED 5GORE LINE- In 5AW GUT ONLY WHERE GALLED OUT ( w ON THE CON5TRUGTION LEGEND " r NOTE: 5EE LAND50APE PLANS FOR FIN15H AND COLOR OF CONCRETE. w DETAIL LEGEND OCONTROL JOINTY&" WIDE x %" DEEP TOOLED JOINT. CONTROL JOINTS TO BE CENTERED BETWEEN EXPAN5ION JOINTS. �EXPAN510N JOINTY" THICK PRE- MOLDED MATERIAL THROU6H SLAB. EXPANSION JOINTS TO BE PROVIDED ® 20' -0" O.G. (MAX) BACK OF CURBS, BUILDING FACE /WALLS ETC. OR AS INDICATED ON PLAN. (3 15" LON6 #5 BAR DOAEL EXPANSION JOINTS (TYP). SLIP JOINT ONE SIDE. �6" CONCRETE SLAB NU #4 BARS 18" O.G. EACH DIRECTION. VERIFY WITH SOILS REPORT THICKNESS OF PAVIN6 AND REINFORCEMENT REQUIREMENTS. GRAVEL BED PER SOILS ENGINEER 5UBSRADE PER SOILS ENGINEER. NOTE: SEE LAN125GAPE PLANS FOR FIN15H AND COLOR OF CONCRETE. CONTRACTOR TO VERIFY ALL 5LEEVIN6 REQUIRED PRIOR TO DRIVEWAY POURS INCLUDING BUT NOT LIMITED TO IRRIGATION AND SITE LI6HTIN6 5LEEVIN6 5HOAN ON THESE PLANS. C®�lC .TE IOAY I NO= V H I CULA ASSOCIATES QROFESS /® S A N D I E G O , I N C P ING 9707 Waples Street NO. 48670 m A E NEERING San Diego, Ca 92121 EXP. 6/30/08 SURVEYING PH(858)558. 4500° FX(858)558 -1414 qTf OP CA01 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. R1 wEL S 9 RAP DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7,322 P PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PRIVATE STREET IMPROVEMENT PLANS FOR: WIlTM S LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' DATE: ^ ^ KEY MAP & DETAILS 372 —PSI w to OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANO.S. DR. VERTICAL 1 " =4' R.C.E. NO. 48670 BY: M. /V ' BY: MASIH MAHER PETER COTA- ROBLES CORAL COVE RECORD FROM: CITY OF ENCINITAS R.O.S. 78416 YMOND L. MARTIN 6 -30 -08 ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MARTIN RCE 48670 DATE EXP, DATE: DATE: 6 SHEET 9 OF 53 3 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RGO9.dwg[ 0]Jul -20- 2007:09:46 SCALE 1"=60' SUBDIVISION BOUNDARY — — — — STORM DRAIN = =� SHEET NO. 2❑ EASEMENT LINE STREET SIGN STREET LIGHT 30" HIGH DRY STACK RE�A ING WALL, TW =60.5 0:1 60.0 FG INSTALL LANDSCAPE FABRIC BEHIND WALL & FOUNDATION GRAVEL BED FOUNDATION PER MANUFACTURERS REC, RIP —RAP PER PLANS —PSI 11 HUNSAKER & ASSOCIATES S A N D I E G O, I N C tm Ci D PANNE JOINTS 02 TAI ND ® Lnamu is \ 1-Iml CONSTRUCTION PLAN O CONCRETE PAVING COLN OR AND FINISH . < •e a 'e. 109, I PER LANDSCAPE P I I-3" 11� �jIIU ml I � 11 �'� 111 4" FELT WL POLYSULFIDE SAND IMPREGNATED CAULKING- COLOR TO MATCH PAVING ® 2 i O NO. 4 DOWEL AT 18" O.C., 24" LONG, i f i I i �a i 60 0 60 120 180 SCALE 1"=60' SUBDIVISION BOUNDARY — — — — STORM DRAIN = =� SHEET NO. 2❑ EASEMENT LINE STREET SIGN STREET LIGHT 30" HIGH DRY STACK RE�A ING WALL, TW =60.5 0:1 60.0 FG INSTALL LANDSCAPE FABRIC BEHIND WALL & FOUNDATION GRAVEL BED FOUNDATION PER MANUFACTURERS REC, RIP —RAP PER PLANS —PSI 11 HUNSAKER & ASSOCIATES S A N D I E G O, I N C tm Ci 123.5' 70.2' 70. 1' WATER QUALITY BASIN & SUBDRAIN LONGITUDINAL SECTION HOR: 1" = 20' VERT: 1 " = 5' DECORATIVE CONCRETE BAND DETAILS SCORE JOINT DETAIL 7 D PANNE JOINTS 02 TAI ND m Lnamu CONCRETE PAVING PER \ 1-Iml CONSTRUCTION PLAN O CONCRETE PAVING COLN OR AND FINISH . < •e a 'e. 109, I PER LANDSCAPE P I I-3" 11� �jIIU ml I � 11 �'� 111 4" FELT WL POLYSULFIDE SAND IMPREGNATED CAULKING- COLOR TO MATCH PAVING EXPANSION JOINT DETAIL 123.5' 70.2' 70. 1' WATER QUALITY BASIN & SUBDRAIN LONGITUDINAL SECTION HOR: 1" = 20' VERT: 1 " = 5' DECORATIVE CONCRETE BAND DETAILS SCORE JOINT DETAIL 7 D PANNE JOINTS 02 TAI ND 2 3 CONCRETE PAVING PER \ CONSTRUCTION PLAN O CONCRETE PAVING COLN OR AND FINISH . < •e a 'e. PER LANDSCAPE P I I-3" RADIUM NOSE ALL EDGES (TYP.) ml I � 11 �'� O 4" FELT WL POLYSULFIDE SAND IMPREGNATED CAULKING- COLOR TO MATCH PAVING EXPANSION JOINT DETAIL 2 3 O NO. 4 DOWEL AT 18" O.C., 24" LONG, SLIP ONE END 5 O COMPACTED SUBGRADE PER SOILS ,. °<. ':, REPORT WIDE HAND TOOLED SCORE LINE - III- I T 111 II i 1� II ( 6 4 SAW CUT ONLY WHERE CALLED OUT ON THE CONSTRUCTION LEGEND 12" MIN. NOTE: SEE LANDSCAPE PLANS FOR FINISH AND COLOR OF CONCRETE. COLD JOINT DETAIL PAS IS JOINTS CONTROL JOINT " WIDE x N' DEEP TOOLED JOINT. C NTROL JOINTS TO BE CENTERED BETWEEN EXPANSION JOINTS. OEXPANSION JOINT Y' THICK PRE — MOLDED MATE IAL THROUGH SLAB. EXPANSION JOINTS TO BE PROVIDED ® 20' -0" O.C. MAX.) 0 BACK OF CURBS, BUILDING FACE�INALLS, ETC. OR AS INDICATED ON PLLAN. 3015' LONG #3 BAR DO IL EXPANSIOEf' JOINTS (TYP . SLIP JOINT ONE SIDE. O6' CONCRETE SLAB W/ . #4 BARS 18' O.C. EACH DIRECITIION. VERIFY WITH SOILS REPORT THICKNESS OF PAVING AND REINFORCEMENT REQUIREMENTS. 8SUBGRADE GRAVEL BED PER SOILS ENGINEER. PER SOILS ENGINEER. NOTE: SEE LANDSCAPE PLANS FOR FINISH AND COLOR OF CONCRETE. CONTRACTOR TO VERIFY ALL SLEEVING REQUIRED PRIOR TO DRIVEWAY POURS INCLUDING BUT NOT LIMITED TO IRRIGATION AND SITE LIGHTING SLEEVING SHOWN ON THESE PLANS. CONCRETE PAVING- VEHICULAR `1 I PLANNING 9707 Wa les Street w N0. 48670 m -- P ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500 • FX(858)558.1414 9rf CAt tF REVISIONS APPROVED DATE REFERENCES - DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. .T ;I 6' SH99T9 44 AA 11124oll DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PRIVATE STREET IMPROVEMENT PLANS FOR: uRj �AMAG FL W LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE - HORIZONTAL 1 " =20' 1* ' OF RAINTREE DRIVE 250' NORTHERLY FROM THE A DATE: / LBAZ_ KEY MAP & DETAILS 372 — PSI ' INTERSECTION OF RAINTREE OR. AND SANFORD DR. 48670 13Y: 13Y: C 0 R A L C 0 VE a VERTICAL 1 " =4' R.C.E. NO. MASIH MAHER RECORD FROM: CITY OF ENCINITAS R.O.S. 78416 YMOND L. MARTIN 6 -30 -14 0 ELEVATION: 65.480 DATUM: NGI/D29 RAYMOND L. MARTIN RCE 48670 DATE EXP. DATE: DATE: ) ( /ZQ/ Z SHEET Q F 53 3 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG09.dwg[]Nov -29- 2012:11:42 S 50' GENERAL UTILITY EASEMENT SIDEWALK EASEMENT--\ 40' PRIVATE STREET e SIDEWALK EASEMENT 5' 20' 1 2' 13' SIDEWALK WHERE SHOWN ON PLA 2% CURB & GUTTER J PER SDRSD G -1 CORAL COVE WAY (PRIVATE STREET) STA 10 +00.00 TO 1 NOT TO SCALE 4" AC /6" CLASS 11 ABA CURB & GUTTER PER SDRSD G -1 NOTE ° STREET STRUCTURAL SECTIONS SHOWN HERE ARE MINIMUMS. SEE RECOMMENDATION BY SOILS ENGINEER BASED ON R" VALUES. 1+57.47 (Typical Section) T.1. =6.0 42' GENERAL UTILITY EASEMENT SIDEWALK EASEMENT 32' PRIVATE STREET 5' 12' ,. 12' 8' 1, 5' PARKING e' SIDEWALK EASEMENT WHERE SHOWN ON PLAN 2% 21w. I I CURB :GUTTER 4" AC 16" CLASS 11 AB CURB & GUTTER PER SDRSD G -1 PER SDRSD G -1 NOTE- STREET STRUCTURAL SECTIONS SHOWN HERE CORAL COVE WAY ARE MINIMUMS. SEE RECOMMENDATION BY SOILS (PRIVATE STREET) ENGINEER BASED ON R" VALUES. STA 11 +57.47 TO 13 +28.85 (Typical Section) NOT TO SCALE T °l. =6.0 50' GENERAL UTILITY EASEMENT R 40' PRIVATE STREET 5' t 8' 12' .1 12' SIDEWALK 91 I 2% 2Z I I •' MONOLITHIC CURB & SIDEWALK PER CURB & GUTTER 4" AC /6" CLASS 11 AB �DETNAIL THIS SHEET PER SDRSD G -1 NOTE- STREET STRUCTURAL SECTIONS SHOWN H��NCRETE GUTTER ARE MINIMUMS. SEE RECOMMENDATION BY SOILS ENGINEER BASED ON R" VALUES. GRUNION RUN (PRIVATE STREET) (Typical Section) NOT TO SCALE T.I. =6.0 GENERAL U7ILITY EASEMENT PARKING WHERE SHOWN DRIVEWAY DRIVEWAY 2% 2% CURB & GUTTER 4" AC 16" CLASS 11 A6`1 URB & GUTTER PER SDRSD G -1 PER SDRSD G -1 NOTE- STREET STRUCTURAL SECTIONS SHOWN HERE CORAL COVE WAY ARE MINIMUMS. SEE RECOMMENDATION BY SOILS (PRIVATE STREET) ENGINEER BASED ON "R" VALUES. STA 30 +00.00 TO 32 +82.71 (Typical Section) NOT TO SCALE T.1. =6.0 R R 42' CURB PARALLEL ruin STANDARD PARALLEL AJIMM r TOP (TYP) PARALLEL chin PARKING SPACES - PRIVATE STREETS (Typical) NOT TO SCALE 4 "I� 24 "�I L s" T COMPACTED SUBGRADE- - MONOLITHIC STRIP & CURB PER SDRSD G -3 C K: \U,5Z4 \ &Lng \GKADINU & ­VI IMYJ \'i�)Z4KU1u.0w9t Zu1b Jul- Zu -Zuui: iu: io 1 18' 24' v G PARKING EMERGENCY ACCESS EASEMENT RETAINING WALL 3' CURB TO 2% PER SDRSD C -1 CURB INLET TRANSITION 52' GENERAL UTILITY EASEMENT 6" CURB 1% R R NOT TO SCALE SIDEWALK EASEMENT 40' PRIVATE STREET SIDEWALK EASEMENT RIBBON GUTTER PER 12' 12' 6" CURB ASPHALT 7' 8' 12° 12' 8' 5' DETAIL THIS SHEET ROADWAY 4' PARKING PARKING 4' 4" AC /6" CLASS II AB � " NOTE. STREET STRUCTURAL SECTIONS SHOWN HERE C ° MIN. ARE MINIMUMS. SEE RECOMMENDATION BY SOILS SIDEWALK WHERE SHOWN ON PLAN ENGINEER BASED ON 'R" VALUES. ACCESS DRIVEWAY (Typical Section) CLASS 11 AB BASE 29 29 CONCRETE - (PRIVATE DRIVEWAY) NOTES: NOT TO SCALE 1. CROSS GUTTER TO BE CONST. AS SHOWN ON PLANS 2. MIN. ALLOWANCE 0.5% AT FLOWLINE OF GUTTER p� Qj 12" WIDE BORDER WITH 114" 4" AC /6" CLASS 11 AB- CURB & GUTTER CURB & GUTTER (SEE PLAN VIEW) GROOVES APPROX. 314" O.C. PER SDRSD G -1 PER SDRSD G -1 3. CONCRETE SHALL BE 560 -C -3250 P.C.C. 2' x 4' TRUNCATED U U NOTE.- STREET STRUCTURAL SECTIONS SHOWN HERE CORAL COVE WAY ARE MINIMUMS. SEE RECOMMENDATION BY SOILS 4. PROVIDE TRANSVERSE JOINTS PER REGIONAL DOMES PER G -30 0 `O (PRIVATE STREET) ENGINEER BASED ON R" VALUES. STANDARD DRAWING NO. G -10. 5. SEE REGIONAL STANDARD DRAWING G -12 ° STA 13 +28.85 TO 18 +75.41 (Typical Section) FOR ADDITIONAL DETAILS NOT TO SCALE TL =6.0 GONG. RIBBON GUTTER MA FIRE LANE N.T.S. X12 I 5' MONOLITHIC NO � 6' CURB, SEE RSD 12" x 18" G -27 FOR DETAILS PARKING 42° GENERAL UTILITY EASEMENT SIDEWALK EASEMENT R 32' PRIVATE STREET FIRE LANE s' ¢'s PRIVATE PEDESTRIAN RAMP - TYPE A s �• 1r it 5° 4' PARKING 6' NOT TO SCALE RAMP PER ADA REQUIREMENTS CVC 22500.1 16' Cie 7���� 0" 6, J�0 2% ?% METAL "U" CHANNEL OR POSTS SIDEWALK $'3�` C' ppVEMEN I OP I E C(7RB p CURB & GUTTER 4" AC /6" CLASS Il AB-1 CURB & GUTTER PER SDRSD G -1 CURB AND CUT R 00 NOTE.' PER SDRSD G -1 NOTE: STREET STRUCTURAL SECTIONS SHOWN HERE NOTES: \39 00 ���� 0 ARE MINIMUMS. SEE RECOMMENDATION BY SOILS SIGNS TO BE PLACED FACING ON- COMING TRAFFIC AT FACING CORAL COVE WAY ENGINEER BASED ON R" VALUES. INTERVALS AS APPROVED THE FIRE MARSHAL. 0" CURB t (PRIVATE STREET) BOTTOM OF SIGN SHALL NOT BE LESS THAN 6' ABOVE GRADE. POSTS ARE TO BE PERMANENTLY CEMENTED BELOW GRADE. *SEE SDRSD G -14D FOR ADDITIONAL DETAILS 6" CURB STA 20 +00.00 TO 27 +19.74 & MODIFIED DRIVEWAY �� x STA 50 +00.00 TO 53 +05.00 (Typical Section) FIRE LANE SIGN 6„ c�Rg NOT TO SCALE T.1° =6.0 NOT TO SCALE NOT TO SCALE 12" WIDE BORDER 0" CURB WITH 114" GROOVES APPROX. 314" O.C. HUNSAKER 5' & ASSOCIATES QpOFESS /0 S A N D I E G O , I N C z PRIVATE PEDESTRIAN RAMP - TYPE B PLANNING 9707 Waples Street m N0. 48670 z m ENGINEERING San Diego, Ca 92121 EXP. 6/30/08 NOT TO SCALE RAMP PER ADA REQUIREMENTS SURVEYING PH(858)558.4500• FX(858)558.1414 �9TFCP CALF `P REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. -B LT •' DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' P PREPARED UNDER SUPERVIS ON OF RECOMMENDED APPROVED PRIVATE STREET IMPROVEMENT PLANS FOR: OF RAINTREE DRIVE 250' NORTHERLY FROM THE DATE: ZY A^ TYPICAL SECTIONS & DETAILS 372 -PSI to INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' R.C.E. NO. 48670 BY. MASIIHVM'AHER BY' PETER COTA - ROBLES CORAL COVE RECORD FROM: CITY OF ENCINITAS R.O.S. 18476 ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MART;: RCE 48670 DATE AYMOND L. MARTIN EXP. 6 -30 -08 DATE: / 0 DATE: �9�0 SHEET10OF 53 3 K: \U,5Z4 \ &Lng \GKADINU & ­VI IMYJ \'i�)Z4KU1u.0w9t Zu1b Jul- Zu -Zuui: iu: io 1 0 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 7459570 E N 74 "1 138.44' G_" SCH - PVCa< 2 N 74'5957" E TYPE G 43.88' 2 3 46'2927" 100.00' 81.14° 6" 4 15'12'21 " 100.00' 26.54' E U ND WAILS I SEE SHEET 9 FOR 6r 0 ✓ �' ,•� i 0 i I i DECORATIVE 3 ? CONCRETE BAND Or / • y I v _.... - - -s I- 11+00 ArtS.. ............. $sK.n.,9 ........ 3 z, / r DATA "a �!� an �� v+ a CURB _... ` ✓ / 6 y- 3114 .78wLC d CLfNC. ✓ r1G = , i 42' GENERAL UTILITY o CG lNT r9� /v - r aR 13 }Y EASEMENT P R _ 1� 10+00.00 ��D Q�S � � � � `-. 14 +09.71 VUL N A.. - _ RtPRRpER1J02 - . — -- -- RtPRAppIdG / >L n '� BACYIN RewK CIS, T =o .; \ Na 8 , __... - + �� 17- _ _ . ;, 11 +65.48 ANG PT CB-20.0 0'RT 2 �o n/ ��' B[oRETEKT[aY � 11+5747 ANG PT CBS 12.00'RT • .7 ! � F�� _ _ M m N + o N S EETP3 R 0 1 of 59.Yo 60 +000 _ - - - - _.. __ } _ iu. - — - - - - H W + N + + D SPERS[0 Bo MOD, TY f+� N o_ i N N $ E DETA 4 ......CATCHBAS1NETAIL ®� - -- TN /S SHEEf7 SHEEj 3 f0R SU` VISION MOD. P-2-5 CUR,5 turGET� SUBDIVISION ` REVISED C- R,4D /NG BOUNDARY a+ + BOUNDARY w., /N THlS iJRES1 . U^ M i( VULCAN AVENUE �`NLOD /F /ED o - ?5 CL(RS { SEE DWG 372 —I z ..._ - T ¢ _. � SNq DRfNN STREET" C 20 0 20 40 60 A T COVE �j 8uVoFF T/RRoU�{ C-mea I,, CORAL C O Y E WAY OUTLET OPE/Y /K6, tlnl�ER x Z SCALE 1"=20' 3lD�IiVALlC, ftArp lN7D � VYftTER Qu,gL[TY SA-S//4. /4DPc SPEC /FICATlo #V: \ R Y l T E .'44k, E T) SSE SHEET S4- Fb E NIbRE L7T i1�TC T� D !/LFpRM4r[pN DESIGN NAPE y /�E SHALL r3C ADS N -/2 i 1 V l� SAKER �t/VD G o�lSrRuC T /�N DETAILS. � � SMOOTH k/ALL- / CG,gSS 3 jp7PE & ASSOCIATES Q�ofESS,� (CLASS z ovep- //' ot� S A N D I E G O, I N C ����� L• M� Fyn C7R CLUA L - NO. 48670 ^' PLANNING 9707 Waples Street a; EXP 6/30/08 ENGINEERING San Diego, Ca 92121 y SURVEYING PH(858)558 -4500• FX(858)558 -1414 rq/F CAL1f`Y REVISIONS APPROV D DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS _ YGE 9 -D -FRd oArp mow C 2 DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 'V /SE S. 1D. LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE P PREPARED UNDER SUPERVIS ON F RECOMMENDED APPRO�' C/Ltti HORIZONTAL 1 " -20' EE S.A. T27 NDPE OF RAINTREE DRIVE 250' NORTHERLY FROM THE %/�� DATE: O%, /SE S. D. INTERSECTION OF RAINTREE DR. AND SANFORD DR. __`� 48670 BY: ��L ' - - 8 " VERTICAL 1 " -4' R.C.F NO. ".,,ASIH PETER COTA- ROBLES L, .2 , RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 — RAY1,10ND L. MARTIN -- O ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MARTIN RCE 48670 DATE EXP. 6 -30 -08 DATE: ?j 4r 07 DATE: 8 �I 0 ❑ BEARING /DELTA RADIUS LENGTH •30.97 REMARKS 1 N 74 "1 E G_" SCH - PVCa< 44.88' 6" TYPE G C &G 2 N 82 "1 E 18.21' 6" TYPE G C &G 3 N 74'1 E 11.88' 6" TYPE G C &G 4 46'29'27" 88.00' 71.40' 6" TYPE G C &G 5 15' 12'2 1 " IIDRe 112.00' 29.72' 6" TYPE G C &G 6 N 74'59'57" E 105.47' 6" TYPE G C &G 7 N 60'01:35" W 11.32' 6" TYPE G C &G 8 N 74'5957" E 16.84' 6" TYPE G C &G 9 46'2927" 120.00' 9737' 6" TYPE G C &G 10 15'1221" 80.00' 21.23' 6" TYPE G C &G I• : - r : 1� ► :: ► ►7VY1 P � >\` SOLVENT BEARING DELTA RADIUS LENGTH •30.97 1 IV 8/ °00'00" E HOPE S 9, b 9 G_" SCH - PVCa< 24" HOPE 22.50' H • AP4 u i 6 N 32'3758" W 32.50' 18" NDPE 3 7 31'2745" 22.50'_L_ 12.36' 18" IIDRe 8 17'20'00" 225.00' 1 68.07' 11 &' , HOPS" P � >\` SOLVENT WELDED �CJ[KTS 2a. SO' •30.97 ' 24'� HOPE 42.13 /o2.b3' 24" HOPE 22.50' H • AP4 4 78051'3q" 2a. SO' 10 11 N 7505'1'5V7' 'E lo° 43 45 ° 225.00' 42.13 2.4 fJOP4 12 z9 °38' 15" 22.50' H • AP4 CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PRIMATE STREET IMPROVEMENT PLANS FOR: CORAL COVE WAY 372 —G CORAL COVE SHEET 11 OF 53 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG11.dwg[ 0]Jul -20- 2007:09:47 —. _ ____ _ ----- 1 2 V ��� ME R■ Elm 0 I SEWER & WATER UTILITIES PER DWG 372 -1 20 0 20 40 60 SCALE 1"=20' a____:. � - EE EN®® � o E BIVI NEROMEN oil ON ®®MEN® 2M No 0 MENOMONEE ®® 1• MENEM ool 1-0 " IME= 01011,4501, .1 I'llit s imommonon ® E 13 +00 14 +00 SEE SHEET 9 FOR 44' PEDESTRIAN ACCESS EASEMENT PER FINAL MAP CORAL COVE WAY (PRIVATE STREET) O O O ...I CD E-a ri W W zcn Iii W V W Qi 52' GENERAL UTILITY EASEMENT PER FINAL MAP Q BEARING /DELTA RADIUS LENGTH 10,ft 1 39'17'06" 900.00' 54.60' Otis 2 N 74'59 °57" E 2 ®® 6" TYPE G C &G r3 2'21 39" 80.00' 3.30' 6" TYPE G C &G � NO. 48670 '^ EXP. 6/30/08 I 10.27' 6" TYPE G C &G II ® 15'30'05" 88.00° ®m m 6" TYPE G C &G 6 mm q�F cAUF 10.16' 6" TYPE G C &G 7 4-4428" 80.00' 6.62' 6" TYPE G C &G 8 N 74 °59 57" E SCALE 255.40' 6" TYPE G C &G MEE DRAWING NO. EV SD AND CUP, ® M MEMO l PL PREPARED UNDER SUPERVISI N OF RECOMMENDED APPROVE PRIVATE STREET IMPROVEMENT PLANS FOR: Gi//AN6E S. D, TO yDPE f iT' , HORIZONTAL 1 " =20' /I� ,�� ® . i i $• . OF RAINTREE DRIVE 250' NORTHERLY FROM THE VERTICAL 1 " =4� DATE: - '�� R.C.E. NO. - 48670 ���11 8Y. ��MASIH HER BY. PETER COTA- ROBLES (C�OR[A�L COVE WAY WAY CORAL. COVE to � low I it ImmolimmomMEMEME MENEM DATE: $'L D! -E: 3 RAYMOND L. MARTIN RCE 48670 DATE SHEET120F 53 R: \0324\ &Erg \GRADING & PVT IMPS \0324RG12.dwg[ 0]Jul -20- 2007:09:4 11111MMEME MISSION s MEE oil ON ®®MEN® 2M No 0 MENOMONEE ®® 1• MENEM ool 1-0 " IME= 01011,4501, .1 I'llit s imommonon ® E 13 +00 14 +00 SEE SHEET 9 FOR 44' PEDESTRIAN ACCESS EASEMENT PER FINAL MAP CORAL COVE WAY (PRIVATE STREET) O O O ...I CD E-a ri W W zcn Iii W V W Qi 52' GENERAL UTILITY EASEMENT PER FINAL MAP Q BEARING /DELTA RADIUS LENGTH REMARKS 1 39'17'06" 900.00' 54.60' 6" TYPE G C &G 2 N 74'59 °57" E 2 ®® 6" TYPE G C &G r3 2'21 39" 80.00' 3.30' 6" TYPE G C &G � NO. 48670 '^ EXP. 6/30/08 I 10.27' 6" TYPE G C &G II ® 15'30'05" 88.00° ®m m 6" TYPE G C &G 6 mm q�F cAUF 10.16' 6" TYPE G C &G 7 4-4428" 80.00' 6.62' 6" TYPE G C &G 8 N 74 °59 57" E SCALE 255.40' 6" TYPE G C &G CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. EV SD AND CUP, ® M MEMO l PL PREPARED UNDER SUPERVISI N OF RECOMMENDED APPROVE PRIVATE STREET IMPROVEMENT PLANS FOR: Gi//AN6E S. D, TO yDPE f iT' , HORIZONTAL 1 " =20' /I� ,�� ® . i i $• . OF RAINTREE DRIVE 250' NORTHERLY FROM THE VERTICAL 1 " =4� DATE: - '�� R.C.E. NO. - 48670 ���11 8Y. ��MASIH HER BY. PETER COTA- ROBLES (C�OR[A�L COVE WAY WAY CORAL. COVE to � low I ImmolimmomMEMEME AYMOND L. MARTIN EXP. 6 -30 -08 DATE: $'L D! -E: 3 RAYMOND L. MARTIN RCE 48670 DATE SHEET120F 53 R: \0324\ &Erg \GRADING & PVT IMPS \0324RG12.dwg[ 0]Jul -20- 2007:09:4 11111MMEME 13 +00 14 +00 SEE SHEET 9 FOR 44' PEDESTRIAN ACCESS EASEMENT PER FINAL MAP CORAL COVE WAY (PRIVATE STREET) O O O ...I CD E-a ri W W zcn Iii W V W Qi 52' GENERAL UTILITY EASEMENT PER FINAL MAP Q BEARING /DELTA RADIUS LENGTH REMARKS 1 39'17'06" 900.00' 54.60' 6" TYPE G C &G 2 N 74'59 °57" E 2 255.40' 6" TYPE G C &G PRIVATE STORM DRAIN DATA- CD1 BEARING /DELTA RADIUS LENGTH REMARKS 1 17 °15'19" 112.00' 33.73' 6" TYPE G C &G 2BEARINGODELTA N 74'59'57" E 2 215.40' 6" TYPE G C &G r3 2'21 39" 80.00' 3.30' 6" TYPE G C &G � NO. 48670 '^ EXP. 6/30/08 N 2 °5024" W 10.27' 6" TYPE G C &G 15'30'05" 88.00° 23.81' 6" TYPE G C &G 6 N 60 °01'35" W q�F cAUF 10.16' 6" TYPE G C &G 7 4-4428" 80.00' 6.62' 6" TYPE G C &G 8 N 74 °59 57" E SCALE 255.40' 6" TYPE G C &G PRIVATE STORM DRAIN DATA- CD1 BEARING /DELTA RADIUS LENGTH R K 1 7-175.3" 225.00' 28.66' /$" NOPE _ 2 66'48'46" 22.50' 26.24' /8" HDPE k, <kY�1 , , TIGHK MALTS ©SFIe 1{OP� SPEC �SHT 1( z rp HUNSAKE & ASSOC RTES 9% 213 ROFESS/ L � SAN DIEGO, INC sae PLANNING 9707 Waples Street � NO. 48670 '^ EXP. 6/30/08 ENGINEERING San Diego, Ca 92121 \P SURVEYING PH(858)558- 4500. FX(858)558.1414 q�F cAUF REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. EV SD AND CUP, DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PL PREPARED UNDER SUPERVISI N OF RECOMMENDED APPROVE PRIVATE STREET IMPROVEMENT PLANS FOR: Gi//AN6E S. D, TO yDPE LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' /I� 372—PSI $• . OF RAINTREE DRIVE 250' NORTHERLY FROM THE VERTICAL 1 " =4� DATE: - '�� R.C.E. NO. - 48670 ���11 8Y. ��MASIH HER BY. PETER COTA- ROBLES (C�OR[A�L COVE WAY WAY CORAL. COVE to � INTERSECTION OF RAINTREE DR. AND rSANFORD DR. RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NCVD29 AYMOND L. MARTIN EXP. 6 -30 -08 DATE: $'L D! -E: 3 RAYMOND L. MARTIN RCE 48670 DATE SHEET120F 53 R: \0324\ &Erg \GRADING & PVT IMPS \0324RG12.dwg[ 0]Jul -20- 2007:09:4 HUNSAKER & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS APPROVED I DATE SEWER & WATER UTILITIES PER DWG 372 -I BEARING /DELTA RADIUS LENGTH 44' PEDESTRIAN ACCESS L-1-1 N 74 °59 275.4 1 ' 6" TYPE G C &G 2 90 °00'00" 20.00' 31.42' 6" TYPE G C &G 3 N 74 °5957" E EASEMENT PER 237.41' 6" TYPE G C &G 4 o 20.00' 31.42' 3 o 0 FINAL MAP e a a 28 IP 27 0-0 /P o 26 25 n 24 V (n o `° V. 2 4 SEE SHEET 18 + + ° "+ + �,� + m + ``" + CORAL COVE SEE SHEET 9 FOR WAY + o + U + U U� v 50 +00.00 CID_ ,j6 NQ DECORATIVE CONCRETE o o ,37 N_ o 3 L f CORAL COVE WAY � 3J� of * co IQ ' `O le BAND DETAILS of �o J8 ^ � 52' GENERAL UTILITY ............._..._ _.._ + .3� U EASEMENT PER `° v `.° U U c�a iM n h 1 FINAL MAP !b 9 ¢ �: 1 { — _ a HUNSAKER & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS APPROVED I DATE SEWER & WATER UTILITIES PER DWG 372 -I CL FIRE CORAL COVE WAY BEARING /DELTA RADIUS LENGTH 44' PEDESTRIAN ACCESS L-1-1 N 74 °59 275.4 1 ' 6" TYPE G C &G 2 90 °00'00" 20.00' 31.42' 6" TYPE G C &G 3 N 74 °5957" E EASEMENT PER 237.41' 6" TYPE G C &G 4 o 20.00' 31.42' 3 o 0 FINAL MAP e a a 28 IP 27 0-0 /P o 26 25 n 24 V (n o `° V. 2 4 SEE SHEET 18 + + ° "+ + �,� + m + ``" + CORAL COVE SEE SHEET 9 FOR WAY + o + U + U U� v 50 +00.00 CID_ ,j6 NQ DECORATIVE CONCRETE o o ,37 N_ o 3 L f CORAL COVE WAY � 3J� of * co IQ ' `O le BAND DETAILS of �o J8 ^ � 52' GENERAL UTILITY ............._..._ _.._ + .3� U EASEMENT PER `° v `.° U U CL FIRE CORAL COVE WAY CES DATEtt BENCHMARK SCALE IS 7,8 DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7,322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1"=20' OF RAINTREE DRIVE 250' NORTHERLY FROM:.THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 75416 ELEVATION: 65.480 DATUM: NGVD29 • / • • 4 _ (PRIVATE STREET) RECORD DRAWING RAYMOND L. MARTIN RCE 48670 DATE 0 IIO� APPROVALS P PREPARED UNDER SUPERVISI N PF RECOMMENDED APPROVED DATE: / y BY: Y O '. /V^ ' a / — BY: R.C.E. NO. 48670 - MASIH MAHER PETER COTA- ROBLES RAYMOND L. MARTIN EXP. 6 -30 -08 _ DATE: R'I gI 07 DATE: Q 1 BEARING /DELTA RADIUS LENGTH REMARKS L-1-1 N 74 °59 275.4 1 ' 6" TYPE G C &G 2 90 °00'00" 20.00' 31.42' 6" TYPE G C &G 3 N 74 °5957" E 237.41' 6" TYPE G C &G 4 90'00'00" 20.00' 31.42' 6" TYPE G C &G J 4 e 2 + U� 50 +00.00 CID_ ,j6 NQ o_ o o ,37 N_ o 3 L f CORAL COVE WAY � 3J� of * co IQ ' `O le of �o J8 ^ � 52' GENERAL UTILITY + .3� U EASEMENT PER `° v `.° U U c�a iM n h 1 FINAL MAP !b 9 ¢ �: CES DATEtt BENCHMARK SCALE IS 7,8 DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7,322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1"=20' OF RAINTREE DRIVE 250' NORTHERLY FROM:.THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 75416 ELEVATION: 65.480 DATUM: NGVD29 • / • • 4 _ (PRIVATE STREET) RECORD DRAWING RAYMOND L. MARTIN RCE 48670 DATE 0 IIO� APPROVALS P PREPARED UNDER SUPERVISI N PF RECOMMENDED APPROVED DATE: / y BY: Y O '. /V^ ' a / — BY: R.C.E. NO. 48670 - MASIH MAHER PETER COTA- ROBLES RAYMOND L. MARTIN EXP. 6 -30 -08 _ DATE: R'I gI 07 DATE: Q 1 BEARING /DELTA RADIUS LENGTH REMARKS L-1-1 N 74 °59 275.4 1 ' 6" TYPE G C &G ►711Y1 ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59 57" E 2J5.41' 6" TYPE G C &G 2 90 °00'00" 20.00' 31.42' 6" TYPE G C &G 3 N 74 °5957" E 237.41' 6" TYPE G C &G 4 90'00'00" 20.00' 31.42' 6" TYPE G C &G J CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PRIVATE STREET IMPROVEMENT PLANS FOR: CORAL COVE WAY 372 -PSI CORAL COVE SHEET130F 5S R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG13.dwg[ 0 )Jul-20-2007:09: 48 J n 1 P H-i- j W 46 I I � ile 4' PRIVATE SIDEWALK U EASEMENT PER FINAL MAP IT32 +7_ 5.32 U MEN M I t s - • _ `® - _ i T Of r� ` ` e e r ° M MEMOS N N . ° IM -k I - = - -- - - - -- ------ - - - - -- - - - - -- - - - - - -- r - -i -- I a Up H-i- j W 46 I I � ile 4' PRIVATE SIDEWALK U EASEMENT PER FINAL MAP IT32 +7_ 5.32 U MENOMONEE 0 MEMMEMEMEN in OMEN A QI® 401 EMMIN i Erb _ 9 �' ME I ..� MEMENE L MEN MEN ME MR son .r: mm �� ®® NAMES ME z SEWER & WATER UTILITIES E PER DWG 372 -1 7?0 CA 2 W zL 4 Vim¢ 1> J U) uJ ac II ° z 15 12 14 1,3 L e N �;3 vii 2� n 44° GENERAL UTILITY o n op 3 N U n Yin ri EASEMENT PER 4cn °o�o� p p +¢W * FINAL MAP +QW /P + n�iv`o vp r•p N�2 Pp �p Paz �p a n ° Y 2 rn tiq o> tl N N �t N N N ao jc® o�W ��2 h e N 4`! � N� ZW �� Witto �� �� Qs 45 es 40 SEE SHEET 19 + �_ + + M ®ff Opp N NV NU W NU NU NU 0 N z� N ACCESS DRIVEWAY �'. 51 CORAL o z COVE WAY CT SEE SHEET 16 01� N p 22 NZs Nm� >J .I . l � �I ' �I �I\ I` •1111 I, SEE SHEET 9 FOR N p DECORATIVE CONCRETE 64 'q- N SAND DETAILS 69 'EXISTING 24' EASEMENT TO LEUCADIA WASTEWATER DISTRICT PER SEPARATE DOCUMENT i V� =iii GRUNION RUN zs SEE SHEET 17 p W SEE SHEET 9 FOR W DECORATIVE CONCRETE BAND DETAILS 14 N 5 a 1 f 0 N� U � J 17 M 18 Nod 19 Q. T + 36° PUBLIC PEDESTRIAN � v ACCESS EASEMENT PER N U FINAL MAP CENTERLINE DATA 0 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59 57" E 164.56' 2 N 74'5957" E 24.38' 3 N 74 °5957" E 211.06' ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59 °57" E 149.56' 6" TYPE G C &G 2 N 745957" E 218.44' 6" TYPE G C &G 3 N 74'59 °57" E 144.94' 6" TYPE G C &G 4 N 74'5957" E 171.06` 6" TYPE G C &G CORAL C 0 VE WAY (PRIVATE ST ZEET) HUNSAKER & ASSOCIATES Q� °F L. 2° 20 40 60 L S A N D I E G O, I N C 4,� 'P� Fy SCALE 1"=20' PLANNING 9707 Waples Street ; NO. 48670 m EXP. 6/30/08 ENGINEERING San Diego, Ca 92121 rT9 SURVEYING PH(858)558-4500• FX(858)558.1414 G*F CAL%f REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. z REV -S•D. ADD - C°UTTE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PL REPARED UNDER SUPERV S N OF RECOMMENDED APPROVED PRIVATE STREET IMPROVEMENT PLANS rOR: 3 CHAN6ESD TD gDPE LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' / w OF RAINTREE DRIVE 250' NORTHERLY FROM THE / /` � DATE: _Z Y O �/ /�'- CORAL COVE WAY 372—PSI � INTERSECTION OF RAINTREE DR. AND SANFORD DR. V I 48670 BY: BY: CORAL C 0 VE VERTICAL 1 " =4' R.C.E. NO. __ MASIH MAHER PETER COTA - ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 78416 AYMOND L. MARTIN ^, �/�� - - - - -- ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MARTIN RCE 48670 DATE EXP. _ 6 -30 -08 DATE: JL - DATE:-�/_� SHEET140F 5 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG14.dwg[ 0]Jul -20- 2007:09:48 L MEN M MR s - • _ `® - _ i r� ` ` e e � . ° M MEMOS N N . ° NAMES ME z SEWER & WATER UTILITIES E PER DWG 372 -1 7?0 CA 2 W zL 4 Vim¢ 1> J U) uJ ac II ° z 15 12 14 1,3 L e N �;3 vii 2� n 44° GENERAL UTILITY o n op 3 N U n Yin ri EASEMENT PER 4cn °o�o� p p +¢W * FINAL MAP +QW /P + n�iv`o vp r•p N�2 Pp �p Paz �p a n ° Y 2 rn tiq o> tl N N �t N N N ao jc® o�W ��2 h e N 4`! � N� ZW �� Witto �� �� Qs 45 es 40 SEE SHEET 19 + �_ + + M ®ff Opp N NV NU W NU NU NU 0 N z� N ACCESS DRIVEWAY �'. 51 CORAL o z COVE WAY CT SEE SHEET 16 01� N p 22 NZs Nm� >J .I . l � �I ' �I �I\ I` •1111 I, SEE SHEET 9 FOR N p DECORATIVE CONCRETE 64 'q- N SAND DETAILS 69 'EXISTING 24' EASEMENT TO LEUCADIA WASTEWATER DISTRICT PER SEPARATE DOCUMENT i V� =iii GRUNION RUN zs SEE SHEET 17 p W SEE SHEET 9 FOR W DECORATIVE CONCRETE BAND DETAILS 14 N 5 a 1 f 0 N� U � J 17 M 18 Nod 19 Q. T + 36° PUBLIC PEDESTRIAN � v ACCESS EASEMENT PER N U FINAL MAP CENTERLINE DATA 0 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59 57" E 164.56' 2 N 74'5957" E 24.38' 3 N 74 °5957" E 211.06' ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59 °57" E 149.56' 6" TYPE G C &G 2 N 745957" E 218.44' 6" TYPE G C &G 3 N 74'59 °57" E 144.94' 6" TYPE G C &G 4 N 74'5957" E 171.06` 6" TYPE G C &G CORAL C 0 VE WAY (PRIVATE ST ZEET) HUNSAKER & ASSOCIATES Q� °F L. 2° 20 40 60 L S A N D I E G O, I N C 4,� 'P� Fy SCALE 1"=20' PLANNING 9707 Waples Street ; NO. 48670 m EXP. 6/30/08 ENGINEERING San Diego, Ca 92121 rT9 SURVEYING PH(858)558-4500• FX(858)558.1414 G*F CAL%f REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. z REV -S•D. ADD - C°UTTE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PL REPARED UNDER SUPERV S N OF RECOMMENDED APPROVED PRIVATE STREET IMPROVEMENT PLANS rOR: 3 CHAN6ESD TD gDPE LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' / w OF RAINTREE DRIVE 250' NORTHERLY FROM THE / /` � DATE: _Z Y O �/ /�'- CORAL COVE WAY 372—PSI � INTERSECTION OF RAINTREE DR. AND SANFORD DR. V I 48670 BY: BY: CORAL C 0 VE VERTICAL 1 " =4' R.C.E. NO. __ MASIH MAHER PETER COTA - ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 78416 AYMOND L. MARTIN ^, �/�� - - - - -- ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MARTIN RCE 48670 DATE EXP. _ 6 -30 -08 DATE: JL - DATE:-�/_� SHEET140F 5 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG14.dwg[ 0]Jul -20- 2007:09:48 L z SEWER & WATER UTILITIES E PER DWG 372 -1 7?0 CA 2 W zL 4 Vim¢ 1> J U) uJ ac II ° z 15 12 14 1,3 L e N �;3 vii 2� n 44° GENERAL UTILITY o n op 3 N U n Yin ri EASEMENT PER 4cn °o�o� p p +¢W * FINAL MAP +QW /P + n�iv`o vp r•p N�2 Pp �p Paz �p a n ° Y 2 rn tiq o> tl N N �t N N N ao jc® o�W ��2 h e N 4`! � N� ZW �� Witto �� �� Qs 45 es 40 SEE SHEET 19 + �_ + + M ®ff Opp N NV NU W NU NU NU 0 N z� N ACCESS DRIVEWAY �'. 51 CORAL o z COVE WAY CT SEE SHEET 16 01� N p 22 NZs Nm� >J .I . l � �I ' �I �I\ I` •1111 I, SEE SHEET 9 FOR N p DECORATIVE CONCRETE 64 'q- N SAND DETAILS 69 'EXISTING 24' EASEMENT TO LEUCADIA WASTEWATER DISTRICT PER SEPARATE DOCUMENT i V� =iii GRUNION RUN zs SEE SHEET 17 p W SEE SHEET 9 FOR W DECORATIVE CONCRETE BAND DETAILS 14 N 5 a 1 f 0 N� U � J 17 M 18 Nod 19 Q. T + 36° PUBLIC PEDESTRIAN � v ACCESS EASEMENT PER N U FINAL MAP CENTERLINE DATA 0 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59 57" E 164.56' 2 N 74'5957" E 24.38' 3 N 74 °5957" E 211.06' ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59 °57" E 149.56' 6" TYPE G C &G 2 N 745957" E 218.44' 6" TYPE G C &G 3 N 74'59 °57" E 144.94' 6" TYPE G C &G 4 N 74'5957" E 171.06` 6" TYPE G C &G CORAL C 0 VE WAY (PRIVATE ST ZEET) HUNSAKER & ASSOCIATES Q� °F L. 2° 20 40 60 L S A N D I E G O, I N C 4,� 'P� Fy SCALE 1"=20' PLANNING 9707 Waples Street ; NO. 48670 m EXP. 6/30/08 ENGINEERING San Diego, Ca 92121 rT9 SURVEYING PH(858)558-4500• FX(858)558.1414 G*F CAL%f REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. z REV -S•D. ADD - C°UTTE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PL REPARED UNDER SUPERV S N OF RECOMMENDED APPROVED PRIVATE STREET IMPROVEMENT PLANS rOR: 3 CHAN6ESD TD gDPE LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' / w OF RAINTREE DRIVE 250' NORTHERLY FROM THE / /` � DATE: _Z Y O �/ /�'- CORAL COVE WAY 372—PSI � INTERSECTION OF RAINTREE DR. AND SANFORD DR. V I 48670 BY: BY: CORAL C 0 VE VERTICAL 1 " =4' R.C.E. NO. __ MASIH MAHER PETER COTA - ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 78416 AYMOND L. MARTIN ^, �/�� - - - - -- ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MARTIN RCE 48670 DATE EXP. _ 6 -30 -08 DATE: JL - DATE:-�/_� SHEET140F 5 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG14.dwg[ 0]Jul -20- 2007:09:48 L CENTERLINE DATA 0 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59 57" E 164.56' 2 N 74'5957" E 24.38' 3 N 74 °5957" E 211.06' ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59 °57" E 149.56' 6" TYPE G C &G 2 N 745957" E 218.44' 6" TYPE G C &G 3 N 74'59 °57" E 144.94' 6" TYPE G C &G 4 N 74'5957" E 171.06` 6" TYPE G C &G CORAL C 0 VE WAY (PRIVATE ST ZEET) HUNSAKER & ASSOCIATES Q� °F L. 2° 20 40 60 L S A N D I E G O, I N C 4,� 'P� Fy SCALE 1"=20' PLANNING 9707 Waples Street ; NO. 48670 m EXP. 6/30/08 ENGINEERING San Diego, Ca 92121 rT9 SURVEYING PH(858)558-4500• FX(858)558.1414 G*F CAL%f REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. z REV -S•D. ADD - C°UTTE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PL REPARED UNDER SUPERV S N OF RECOMMENDED APPROVED PRIVATE STREET IMPROVEMENT PLANS rOR: 3 CHAN6ESD TD gDPE LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' / w OF RAINTREE DRIVE 250' NORTHERLY FROM THE / /` � DATE: _Z Y O �/ /�'- CORAL COVE WAY 372—PSI � INTERSECTION OF RAINTREE DR. AND SANFORD DR. V I 48670 BY: BY: CORAL C 0 VE VERTICAL 1 " =4' R.C.E. NO. __ MASIH MAHER PETER COTA - ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 78416 AYMOND L. MARTIN ^, �/�� - - - - -- ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MARTIN RCE 48670 DATE EXP. _ 6 -30 -08 DATE: JL - DATE:-�/_� SHEET140F 5 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG14.dwg[ 0]Jul -20- 2007:09:48 L ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59 °57" E 149.56' 6" TYPE G C &G 2 N 745957" E 218.44' 6" TYPE G C &G 3 N 74'59 °57" E 144.94' 6" TYPE G C &G 4 N 74'5957" E 171.06` 6" TYPE G C &G CORAL C 0 VE WAY (PRIVATE ST ZEET) HUNSAKER & ASSOCIATES Q� °F L. 2° 20 40 60 L S A N D I E G O, I N C 4,� 'P� Fy SCALE 1"=20' PLANNING 9707 Waples Street ; NO. 48670 m EXP. 6/30/08 ENGINEERING San Diego, Ca 92121 rT9 SURVEYING PH(858)558-4500• FX(858)558.1414 G*F CAL%f REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. z REV -S•D. ADD - C°UTTE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PL REPARED UNDER SUPERV S N OF RECOMMENDED APPROVED PRIVATE STREET IMPROVEMENT PLANS rOR: 3 CHAN6ESD TD gDPE LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' / w OF RAINTREE DRIVE 250' NORTHERLY FROM THE / /` � DATE: _Z Y O �/ /�'- CORAL COVE WAY 372—PSI � INTERSECTION OF RAINTREE DR. AND SANFORD DR. V I 48670 BY: BY: CORAL C 0 VE VERTICAL 1 " =4' R.C.E. NO. __ MASIH MAHER PETER COTA - ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 78416 AYMOND L. MARTIN ^, �/�� - - - - -- ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MARTIN RCE 48670 DATE EXP. _ 6 -30 -08 DATE: JL - DATE:-�/_� SHEET140F 5 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG14.dwg[ 0]Jul -20- 2007:09:48 L CORAL C 0 VE WAY (PRIVATE ST ZEET) HUNSAKER & ASSOCIATES Q� °F L. 2° 20 40 60 L S A N D I E G O, I N C 4,� 'P� Fy SCALE 1"=20' PLANNING 9707 Waples Street ; NO. 48670 m EXP. 6/30/08 ENGINEERING San Diego, Ca 92121 rT9 SURVEYING PH(858)558-4500• FX(858)558.1414 G*F CAL%f REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. z REV -S•D. ADD - C°UTTE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PL REPARED UNDER SUPERV S N OF RECOMMENDED APPROVED PRIVATE STREET IMPROVEMENT PLANS rOR: 3 CHAN6ESD TD gDPE LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' / w OF RAINTREE DRIVE 250' NORTHERLY FROM THE / /` � DATE: _Z Y O �/ /�'- CORAL COVE WAY 372—PSI � INTERSECTION OF RAINTREE DR. AND SANFORD DR. V I 48670 BY: BY: CORAL C 0 VE VERTICAL 1 " =4' R.C.E. NO. __ MASIH MAHER PETER COTA - ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 78416 AYMOND L. MARTIN ^, �/�� - - - - -- ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MARTIN RCE 48670 DATE EXP. _ 6 -30 -08 DATE: JL - DATE:-�/_� SHEET140F 5 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG14.dwg[ 0]Jul -20- 2007:09:48 L R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG14.dwg[ 0]Jul -20- 2007:09:48 L 0 NONE MEN 0 MEN monsoon ■ Emmmm JOE 0 MENEM ®® m F SEWER & WATER UTILITIES PER DWG 372 -I N N 11 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'5957" E 281.74' j 7 90'00'00" 20.00' 31.42' 6" TYPE G C &G 3 N 745957°' E 271.74' 6" TYPE G C &G 4 90'00'00" 28.00' 43.98' 6" TYPE G C &G F o 10' PUBLIC PEDESTRIAN > + ACCESS EASEMENT 10 9 8 U U 3 N I /e 12 /p cD 2 h - I CO LO I I C.) p N�� ®p \, + N 06 co + ^i + Q W co � .i + -- - - - - -- - - - - -- - - - - -- - - - - -- - - - - -- - - - - - -- - -- ' J N + - N ®� c+ N h U I,- f CORAL COVE WAY NU NU �� NU ,... I CENTERLINE DATA 52 CORAL OVE Q BEARING /DELTA RADIUS LENGTH REMARKS -' - -- - - - - -- ' -- L - - -- - - - - -- = - -- -- - -- -- -- -- "� - PARKING FIRE LANE SIGN 1 N 74'59'57 °' E 319.74 ° =t monsoon ■ Emmmm JOE 0 MENEM ®® m F SEWER & WATER UTILITIES PER DWG 372 -I N N 11 a � 1 . " 3� � • I • � " " 52 +40.00 � -- -�- cn PVT ST LIGHT - - - - -- - - - - -- - - - - - -- - L- -- - -- - - - -- - - - J 4 SEE SHEET 9 FOR DECORATIVE CONCRETE 20 0 20 40 60 a`tp A M \�1 BAND DETAILS Mj 3 5 ;?O h �O �p h �O SCALE 1"=20' o 1 ro° i d io u+i K o3 N + `D N + N 22 N h N..�. N U 44' GENERAL UTILITY 20 c`rN U N U 21 N U N U 23 N ¢ CORAL COVE WAY EASEMENT PER 36 PUBLIC PEDESTRIAN 3 FINAL MAP ACCESS EASEMENT PER v FINAL MAP SEE SHEET 18 ®vyo CORAL COVE Y HUNSAKER & ASSOCIATES WAY ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'5957" E 281.74' j 7 90'00'00" 20.00' 31.42' 6" TYPE G C &G 3 N 745957°' E 271.74' 6" TYPE G C &G 4 90'00'00" 28.00' 43.98' 6" TYPE G C &G o 10' PUBLIC PEDESTRIAN > + ACCESS EASEMENT 10 9 8 U U 3 N PER FINAL MAP /e 12 /p cD 2 h c0 h CO LO �p C.) p N�� ®p \, + N 06 co + ^i + Q W co � .i + ........... o 0 53 +00.00 0 Q ' J N + - N ®� c+ N h U I,- f CORAL COVE WAY NU NU �� NU ,... I CENTERLINE DATA 52 CORAL OVE Q BEARING /DELTA RADIUS LENGTH REMARKS -' - -- - - - - -- ' -- L - - -- - - - - -- = - -- -- - -- -- -- -- "� - PARKING FIRE LANE SIGN 1 N 74'59'57 °' E 319.74 ° a � 1 . " 3� � • I • � " " 52 +40.00 � -- -�- cn PVT ST LIGHT - - - - -- - - - - -- - - - - - -- - L- -- - -- - - - -- - - - J 4 SEE SHEET 9 FOR DECORATIVE CONCRETE 20 0 20 40 60 a`tp A M \�1 BAND DETAILS Mj 3 5 ;?O h �O �p h �O SCALE 1"=20' o 1 ro° i d io u+i K o3 N + `D N + N 22 N h N..�. N U 44' GENERAL UTILITY 20 c`rN U N U 21 N U N U 23 N ¢ CORAL COVE WAY EASEMENT PER 36 PUBLIC PEDESTRIAN 3 FINAL MAP ACCESS EASEMENT PER v FINAL MAP SEE SHEET 18 ®vyo CORAL COVE Y HUNSAKER & ASSOCIATES WAY ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'5957" E 281.74' 6 TYPE G C &G 2 90'00'00" 20.00' 31.42' 6" TYPE G C &G 3 N 745957°' E 271.74' 6" TYPE G C &G 4 90'00'00" 28.00' 43.98' 6" TYPE G C &G SAN DIECO, INC A(`Vrvr N0 . 48670 �'m z Z PLANNING 9707 Waples Street ; EXP. 6/30/08 z ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414q VAL1F`P REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA E) ENGINEERING DEPARTMENT DRAWING NO. AS -Ballr k lyur DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVION OF RECOMMENDED APPROVED PRIVATE STREET IMPROVEMENT PLANS FOR: LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' DATE: ^ „ ,, Doct CORAL COVE WAY 372 — P S OF RAlNTREE DRIVE 250' NORTHERLY FROM THE 1/� � tilµ INTERSECTION OF RAINTREE DR. AND SANFORD DR. 48670 BY: CORAL COVE � VERTICAL 1 " =4' R.C.E. NO. MASIH MAHER PETER COTA- ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 RAYMOND L. MARTIN - ELEVATION: 65.480 DATUM: NGI/D29 RAYMOND L. MARTIN RCE 48670 DATE EXp, _5 -30 -OS __ DATE: _ /g/ O1 DATE: 8 �6'� SHEET�SOF 53 3 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG15.dwg[ 0]Jul -20- 2007:09:49 • • 20 40 .• • HUe1SA ER & ASSOCIATES SEE SHEET 11 CORAL COVE WAY SEE SHEET 9 F04 DECORATIVE CONCRETE BAND DETAILS oC d� OBI N2! I 73 CORAL COVE WAY SEE SHEET 11 SEWER & WATER UTILITIES PER DWG 372 -1 wl ® BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15 °00'03" W 276.71' 9707 Waples Street ■ k 5 ' NMI S A N D I E G O , I N C H� PLANNING 9707 Waples Street ZZ w 48670 m rn E P. %30/08 z 32 +/6./1 ANU Pl= ❑ San Diego, Ca 92121 BEARING /DELTA RADIUS LENGTH REMARKS SURVEYING PH(858)558. 4500. FX(858)558- 1414 13 REVISIONS APPROVED DATE REFERENCES DATE 20 +00.00 CORAL COVE WAY SCALE RECORD DRAWING APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. it ZA AS -.S 1- 1 9742'16'° 10.00' 17.05' 6" TYPE G C &G 10 �I 12 14 16 18 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1 " =20' VERTICAL 1 " =4' 2 N 15 °00'03 " W CORAL COVE WAY C ®I� A L COVE 251.26' 6" TYPE G C &G : 11 ,' INTERSECTION OF RAINTREE DR. AND SANFORD DR. 15 I �' 3 90 °00'00" 10.00' 15.71' 6" TYPE G C &G E RAYMOND L. MARTIN RCE 48670 DATE SHEETigOF 53 o rn o 4 90 °00'00" 20.00° 31.42' 6" TYPE G C &G q N M CORAL 5 N 15 °00'03" W 10.90' 6" TYPE G C &G X COVE WAY 6 N 29 °5128°' E 11.34' 6" TYPE G C &G ° 63 0 o N °o "� ° ° SEE SHEET 14 7 N 15 °00 °03" W 23.es' s" TYPE G C &G ^1 N N 75 66 N I2 65 /e N N 64 8 N 60 °01'35" W 11.31' 6" TYPE G C &G ti a a. ti 9 N 15 °00'03" W 40. 11 ° 6" TYPE G C &G Q. Q. a � � � � k ca o o o 2 10 N 29-5626" E 11.33' 6" TYPE G C &G 2 2 2 2 2 2 U U III N 15'00'03" W 23.71 6" TYPE G C &G 12 N 60 °01'35" W 11.31' 6" TYPE G C &G N ® -4 N m � v ev N d 13 N 15 °00'03" W 26.36° 6" TYPE G C &G + + + + ++ + + + + + 14 N 29 °5626" E 11.33' 6" TYPE G C &G N® 15 N 15 °00 °03" W 47.54' 6" TYPE G C &G P 6 N 60 °06 32" W 11.29' 6" TYPE G C &G SEE LANDSCAPE PLANS 36' PEDESTRIAN ACCESS 17 N 15 °00'03" W 2.22' 6" TYPE G C &G FOR CONCRETE EASEMENT PER TREATMENT FINAL MAP 18 90 °00'00" 10.00' 15.71' 6" TYPE G C &G CORAL C WAY k 5 ' NMI R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG16.dwg[ O]Jul -20- 2007:09:49 1 1 S A N D I E G O , I N C H� PLANNING 9707 Waples Street ZZ w 48670 m rn E P. %30/08 z ENGINEERING San Diego, Ca 92121 \P SURVEYING PH(858)558. 4500. FX(858)558- 1414 ' cAL1F REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. ZA AS -.S 1- • DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 P PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PRIVATE STREET IMPROVEMENT PLANS FOR: �I LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1 " =20' VERTICAL 1 " =4' DATE: / /_L% ��. 7�•, R.C.E. NO. 48670 �l/t BY: / V ' BY: MASIH MAHER PETER COTA- ROBLES CORAL COVE WAY C ®I� A L COVE 372—PSI INTERSECTION OF RAINTREE DR. AND SANFORD DR. RECORD FROM: CITY OF ENCINITAS R.O.S. 18476 ELEVATION: 65.480 DATUM: NGVD29 RAYMOND L. MARTIN EXP. 6 -30 -08 DATE: D /g /o7 DATE: E RAYMOND L. MARTIN RCE 48670 DATE SHEETigOF 53 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG16.dwg[ O]Jul -20- 2007:09:49 1 1 ,1 I 20 0 20 40 60 SCALE 1"=20' 2: 1 TRANSIT I B3 6" CIO F� JF8 J A J07T70� CURB 92 STENC I L— -�% 29' MPX A' c• GROSS 5-0 AVFMeiVT 0° CURB 12 " STENC I L GI/T Rg F JA,J 6„CU F *SEE SDRSD G -14D FOR ADDITIONAL DETAILS ROM 8' 3%A JS7J /O/V G11T� 029,• S•3� ADA ACCESSIBLE LOADING ZONE NOT TO SCALE HUNSAKER & ASSOCIATES S A N D I E G 0, 1 N G PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING °PH(858)558.4500• FX(858)558.1414 m Q. 3 ( p U 62 k' '3 Q. I Z N U �c 2 N m U in ' h U p; ®v M ADA ACCESSIBLE N h U ^ v 'I o V-� N+ N h h� c L LOADING ZONE PER + tl Nv ti+ W M N N2 M! o d W DETAIL THIS SHEET h m N v �p0� + + +'+ +3rn +� .F� +ap +°' U2ti° o�1-4Q Qti4 N > �� o M -28A SIGN -- - -- - -- ('� a . a !J 1 3 ® Jr 3 CL INT 2 `+Y 40+00.00 = - 2 — 13 +44.60 CORAL COVE WAY 13 +54.42 ., PVT ST LIGHTW�Y E g' ----- - - - - -- SEE SHEET 9 FOR 8 , - - - -- ------ - -- - -- DECORATIVE CONCRETE N 50' GENERAL UTILITY S BAND DETAIL_ - 7 EASEMENT PER I FINAL MAP 61 z )MONOLITHIC CURB & O CORAL IDEWALK PER DETAIL ^ 48' PEDESTRIAN ACCESS o ;LZ CORAL COVE WAY � , � �N SHEEP 10 + EASEMENT PER Q. FINAL SEE SHEET 1 SIDEWALK CURB AND GUTTER REVISIONS I APPROVED I DATE REFERENCES DATE BENCHMARK SCALE VU DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7,322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1 " =20' - INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 RECORD DRAWING RAYMOND L, MARTIN RCE 48670 31 16 114 mil IN, wl m ON En • U 4�i 3 LENGTH REMARKS 1* 0) 75 °58'13" 214.40' O O 6" TYPE G tl• N U2�i N 15'00'03" W SEE SHEET 14 _., ORAL COVE WAY 3 N 60 °03'34" W 11.30' 6" TYPE G 7 f 42 +26.40= N 15 °00'03" W 118.20' 6" 21 zl t84.0(o CORALCOVEWAY MODULAR WETLAND UNIT 5 N 29 °56'18" E I ro r 6" TYPE G + CL INT 42+14.40= N 15 °00'03" ® °o 21+88.94 CORAL COVE WAY 6" TYPE G ERNE �om ....; 90 °00'00" 10.00' 15.71' 6" TYPE G C &G 8 90 °00'00" MEMEMEME 20.00' 31.42' 6" TYPE G C &G r 9 N 15'00'03" W 134.40' 6" TYPE G C &G � I 90 I 90 °0000 20.00' 31.42' 1 6" TYPE G C &G Ems ' am OMEN i i,i ✓, is i i 104woms . �i on i m MEN ®; 0 MEN 1 _w MEN ® nor • ®ice i; I� ® i :�• one g , i® ® ■ a ® ® ■ „ MEN! moommon i: P i® P P '. MEMEMEN ME 0 0 1110 11111111011 omm ® = ==son ® ME IN Lim m egge MWEEMMOM on Imm IMMEMEN No No MENNEN NONEEN „Yle 40+00 41+00 SEWER & WA TER UTILITIES PER DWG„ J Lq m Q. 3 ( p U 62 k' '3 Q. I Z N U �c 2 N m U in ' h U p; ®v M ADA ACCESSIBLE N h U ^ v 'I o V-� N+ N h h� c L LOADING ZONE PER + tl Nv ti+ W M N N2 M! o d W DETAIL THIS SHEET h m N v �p0� + + +'+ +3rn +� .F� +ap +°' U2ti° o�1-4Q Qti4 N > �� o M -28A SIGN -- - -- - -- ('� a . a !J 1 3 ® Jr 3 CL INT 2 `+Y 40+00.00 = - 2 — 13 +44.60 CORAL COVE WAY 13 +54.42 ., PVT ST LIGHTW�Y E g' ----- - - - - -- SEE SHEET 9 FOR 8 , - - - -- ------ - -- - -- DECORATIVE CONCRETE N 50' GENERAL UTILITY S BAND DETAIL_ - 7 EASEMENT PER I FINAL MAP 61 z )MONOLITHIC CURB & O CORAL IDEWALK PER DETAIL ^ 48' PEDESTRIAN ACCESS o ;LZ CORAL COVE WAY � , � �N SHEEP 10 + EASEMENT PER Q. FINAL SEE SHEET 1 SIDEWALK CURB AND GUTTER REVISIONS I APPROVED I DATE REFERENCES DATE BENCHMARK SCALE VU DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7,322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1 " =20' - INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 RECORD DRAWING RAYMOND L, MARTIN RCE 48670 31 16 114 mil IN, wl m ON En • J i I CORAL COVE SEE SHEET II SEE SHEET 9 FOR DECORATIVE CONCRETE BAND DETAILS I WAY 14 MODIFIED 6 "TYPE G CURB & GUTTER NT5 r APPROVALS P PREPARED UNDER SUPERV QF RECOMMENDED APPROVED DATE: 2 i�'! /" ! ��jj� sY: /Vl. „�l_ BY: R.C.E. NO . A8670 MASIH MpQA�.HER P, TER COTA- ROBLES RAYMOND L MARTIN EXP. �. _OR -- j DATE: K/ p� 0 7 DATE: DATE CENTERLINE DATA Q U 4�i 3 LENGTH REMARKS 1* 0) 75 °58'13" 214.40' O O 6" TYPE G tl• N U2�i N 15'00'03" W SEE SHEET 14 _., ORAL COVE WAY 3 N 60 °03'34" W 11.30' 6" TYPE G 7 f 42 +26.40= N 15 °00'03" W 118.20' 6" 21 zl t84.0(o CORALCOVEWAY MODULAR WETLAND UNIT 5 N 29 °56'18" E I ro r 6" TYPE G + CL INT 42+14.40= N 15 °00'03" W °o 21+88.94 CORAL COVE WAY 6" TYPE G C &G ....; 90 °00'00" 10.00' 15.71' J i I CORAL COVE SEE SHEET II SEE SHEET 9 FOR DECORATIVE CONCRETE BAND DETAILS I WAY 14 MODIFIED 6 "TYPE G CURB & GUTTER NT5 r APPROVALS P PREPARED UNDER SUPERV QF RECOMMENDED APPROVED DATE: 2 i�'! /" ! ��jj� sY: /Vl. „�l_ BY: R.C.E. NO . A8670 MASIH MpQA�.HER P, TER COTA- ROBLES RAYMOND L MARTIN EXP. �. _OR -- j DATE: K/ p� 0 7 DATE: DATE CENTERLINE DATA Q 1 BEARING /DELTA RADIUS LENGTH REMARKS 1 I N 15 °00'03" W 75 °58'13" 214.40' 20.00' ❑ BEARING /DELTA RADIUS LENGTH RE KS REMARKS 1 75 °58'13" 40.80 ' 20.00' 26.52' 6" TYPE G C &G 2 N 15'00'03" W 4.20' 6" TYPE G C &G 3 N 60 °03'34" W 11.30' 6" TYPE G C &G 4 N 15 °00'03" W 118.20' 6" TYPE G C &G 5 N 29 °56'18" E 11.33' 6" TYPE G C &G 6 N 15 °00'03" W 25.93' 6" TYPE G C &G 7 90 °00'00" 10.00' 15.71' 6" TYPE G C &G 8 90 °00'00" 20.00' 31.42' 6" TYPE G C &G r 9 N 15'00'03" W 134.40' 6" TYPE G C &G � I 90 I 90 °0000 20.00' 31.42' 1 6" TYPE G C &G ®�*NtOOiFIEp PER DETAIL T141s S14EBT7 R V,ATE STORM DRAIN DATA O BEARING /DELTA RADIUS LENGTH RE KS 1 N 15 °00'03" W 40.80 ' 18 " NJ _ k' 2 N 15 °00'03" W 133.90' 10 " /lope. 3 N 7459'57" E 18.32' $° yaPE t2l ' *USE WATER TIGHT JOINTS SEE 1 -IDP�' SPEC SHT I� r� 831110 CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PRIVATE STREET IMPROVEMENT PLANS FOR: � GRUNION RUN 372 -PSI CORAL COVE SHEET 170F 53 3 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG17.dwg[ 0]Ju1- 20- 2007:u2.50 `V r\ A CIIS SEWER & WATER UTILITIES PER DWG 372 -I SEE SHEET 9 FOR p DECORATIVE CONCRETE BAND DETAILS SEE SHEET 13� 39 CORAL COVE WAY Az i I- /a0 0% ;a 40' PUBLIC PEDESTRIAN ACCESS EASEMENT PER FINAL MAP vzl' lj HUNSAKER & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558 -1414 REVISIONS APPROVED DATE - fall -T .e I R •2, CES DATE BENCHMARK SCALE • Q • DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 ° =20- OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NCVD29 RECORD DRAWING RAYMOND L. MARTIN RCE 48670 DATE Emu SEE SHEET 9 FOR DECORA77VE CONCRETE BAND DETAILS N SEE SHEET 15 " CORAL COVE WAY °a 2 pp 5 7' PUBLIC PEDESTRIAN ACCESS EASEMENT PER coo p FINAL MAP Ni t h� �U APPROVALS PREPARED UNDER SUPERVISI RECOMMENDED P r/!C� DATE: L O 7 / ✓ "/ V ' . ry R.C.E. N0. 48670 _ MASIH MAHER RAYMOND L MARTIN EXP. 6-30 -08 _. DATE: I 'L — 1 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15'00'03" W c� y 47.60' 2W Y po 2 —��. ----------- I , .. al � I 4 i ( _ � -� . a , I F HUNSAKER & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558 -1414 REVISIONS APPROVED DATE - fall -T .e I R •2, CES DATE BENCHMARK SCALE • Q • DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 ° =20- OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NCVD29 RECORD DRAWING RAYMOND L. MARTIN RCE 48670 DATE Emu SEE SHEET 9 FOR DECORA77VE CONCRETE BAND DETAILS N SEE SHEET 15 " CORAL COVE WAY °a 2 pp 5 7' PUBLIC PEDESTRIAN ACCESS EASEMENT PER coo p FINAL MAP Ni t h� �U APPROVALS PREPARED UNDER SUPERVISI RECOMMENDED P r/!C� DATE: L O 7 / ✓ "/ V ' . ry R.C.E. N0. 48670 _ MASIH MAHER RAYMOND L MARTIN EXP. 6-30 -08 _. DATE: I 'L — PETER DATE: !'i 7 10' PUBLIC ACCESS EAS FINAL MAP +00.00 -0.91 16' DWY • ► D ., ►►DE►7rvi Q 1 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15'00'03" W c� y 47.60' 2W Y po 2 a� o W 6 + 6" 214.40' PETER DATE: !'i 7 10' PUBLIC ACCESS EAS FINAL MAP +00.00 -0.91 16' DWY • ► D ., ►►DE►7rvi Q 1 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15'00'03" W 1 N 47.60' E 2 N 15'00'03" W 6" 214.40' 3 N 15'00'03" W 15'00'03" 38.00' .. 1:(: ❑ I BEARING /DELTA RADIUS LENGTH REMARKS 1 1 N 74'5957" E 30.00' 6" CURB 2 N 15'00'03" W 7.60' 6" TYPE G C &G 3 N 15'00'03" W 126.40' 6" TYPE G C &G 4 N 15'00'03" W 6.00' 6" TYPE G C &G 5 N 74'59'57" E 30.00' 0" CURB 6 N 15'00`03" W 300.00° 6" TYPE G C &G CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PRIVATE STREET IMPROVEMENT PLANS FOR: CORAL COVE WAY 372 -PSI CORAL COVE SHEET18OF 53 3 R: \0324 \ &Eng\;�RADING & PVT IMPS \0324RG1S.dwg[ OJJu1 -20- 2007:09:50 J HUNSAKR & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS APPROVED DATE - RADIUS ¢ 6 PER FINAL MAP REMARKS 1 1 N 15'00'03° W m CL a a tcy U U 2 -. W 11.84' - _ C &G 3 + .I,�W 3.14' +pW �ti - Q, °W� ACCESS - -- o o o o o o EASEMEMNT PER 54.00' 6" CURB 6 N 74'59'57" E 16.00' 6" CURB 7 90'00'00" 2.00' 3.14' 6" TYPE G C &G 8 N 745957" E r - 0" CURB 9 - W 69.84' 6" CURB 10 90'00'00" 5.00' t 6" TYPE G C &G I t _ _ - - 1 a F - t i r + / HUNSAKR & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS APPROVED DATE 20 0 20 40 60 SCALE 1"=20' - - - + a - ' ' SEWE.4 & WATER UTILITIES PER DWG 372 —I REFERENCES DATE BENCHMARK SCALE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 • O• LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 m 'S RADIUS ¢ 6 PER FINAL MAP REMARKS 1 1 N 15'00'03° W m CL a a tcy U U 2 -. W 11.84' 6" TYPE G C &G 3 + .I,�W 3.14' +pW �ti N° Q, °W� ACCESS a 4' PEDESTRIAN ACCESS o o o o o o EASEMEMNT PER 54.00' 6" CURB 6 N 74'59'57" E 16.00' 6" CURB 7 90'00'00" 2.00' 3.14' 6" TYPE G C &G 8 N 745957" E 24.00' 0" CURB 9 N 15 °00'03" W 69.84' 6" CURB 10 90'00'00" 5.00' 7.85' 6" TYPE G C &G I _ - - 1 a 20 0 20 40 60 SCALE 1"=20' - - - + a - ' ' SEWE.4 & WATER UTILITIES PER DWG 372 —I REFERENCES DATE BENCHMARK SCALE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 • O• LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 m 'S RADIUS ¢ 6 PER FINAL MAP REMARKS 1 1 N 15'00'03° W m CL a a tcy U U 2 -. W 11.84' 6" TYPE G C &G 3 + .I,�W 3.14' +pW �ti N° Q, °W� ACCESS a 4' PEDESTRIAN ACCESS o o o o o o EASEMEMNT PER 54.00' 6" CURB 6 N 74'59'57" E 16.00' 6" CURB 7 90'00'00" 2.00' 3.14' 6" TYPE G C &G 8 N 745957" E 24.00' 0" CURB 9 N 15 °00'03" W 69.84' 6" CURB 10 90'00'00" 5.00' 7.85' 6" TYPE G C &G _ - - a - t 20 0 20 40 60 SCALE 1"=20' - - - + a - ' ' SEWE.4 & WATER UTILITIES PER DWG 372 —I REFERENCES DATE BENCHMARK SCALE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 • O• LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 m 'S RADIUS ¢ 6 PER FINAL MAP REMARKS 1 1 N 15'00'03° W m CL a a tcy U U 2 N 15'00'03" W 11.84' 6" TYPE G C &G 3 + .I,�W 3.14' +pW �ti N° Q, °W� ACCESS a 4' PEDESTRIAN ACCESS o o o o o o EASEMEMNT PER 54.00' 6" CURB 6 N 74'59'57" E 16.00' 6" CURB 7 90'00'00" 2.00' 3.14' 6" TYPE G C &G 8 N 745957" E 24.00' 0" CURB 9 N 15 °00'03" W 69.84' 6" CURB 10 90'00'00" 5.00' 7.85' 6" TYPE G C &G - t r / { ] k 1 ' 20 0 20 40 60 SCALE 1"=20' - - - + a - ' ' SEWE.4 & WATER UTILITIES PER DWG 372 —I REFERENCES DATE BENCHMARK SCALE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 • O• LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 m 'S RADIUS ¢ 6 PER FINAL MAP REMARKS 1 1 N 15'00'03° W m CL a a tcy U U 2 N 15'00'03" W 11.84' 6" TYPE G C &G 3 + .I,�W 3.14' +pW �ti N° Q, °W� ACCESS DRIVEWAY 4' PEDESTRIAN ACCESS o o o o o o EASEMEMNT PER 54.00' 6" CURB 6 N 74'59'57" RECORD DRAWING RAYMONL L. MARTIN U 'S RADIUS ¢ 6 PER FINAL MAP REMARKS 1 1 N 15'00'03° W 90 °00'00" 133.00° 5.00' aW tcy oU C &G 2 N 15'00'03" W 11.84' 6" TYPE G C &G 3 + .I,�W 3.14' +pW TYPE G N° Q, °W� ACCESS DRIVEWAY l.. �. F, I I J il RCE 48670 DATE APPROVALS PLA S PREPARED �U_NrDDER SUPERVISION ,OF RECOMMENDED APPROVED �( DATE: -r�7 _ ^ ^ , ^ ///J� R.C.E. NO. _- "'8670 MASH MAHER PETER COTA — ROBLES AYMOND L MARTIN - EXP. 6- _30 - -08 _ DATE-8119/07 — DATE: V94�— ® 1 BEARING /DELTA RADIUS LENGTH REMARKS 1 1 N 15'00'03° W 90 °00'00" 133.00° 5.00' ` ■ E ❑ BEARINGODELTA RADIUS LENGTH REMARKS 1 90 °00'00" 5.00' 7.85' 6" TYPE G C &G 2 N 15'00'03" W 11.84' 6" TYPE G C &G 3 90'00'00" 2.00' 3.14' 6" TYPE G C &G 4 N 74 °59'57" E 16.00' 6" CURB 5 N 15'00'03" W 54.00' 6" CURB 6 N 74'59'57" E 16.00' 6" CURB 7 90'00'00" 2.00' 3.14' 6" TYPE G C &G 8 N 745957" E 24.00' 0" CURB 9 N 15 °00'03" W 69.84' 6" CURB 10 90'00'00" 5.00' 7.85' 6" TYPE G C &G C I TY O F E N C I N I TA S ENGINEERING DEPAR I MENT I DRAWING NO. PRIVATE STREET IMPROVEMENT PLANS FOR: ACCESS DRIVEWAY 372 -PSI CORAL COVE SHEET19OF 53 3 R: \0324 \ &Eng \GRADING & PVT IMPS \0324RG19.dwg[ 0]Jul -20- 2007:09:50 REVISIONS • K4SWOR A, MTA d �= Im GENERAL CONDITIONS SHORT FORM PROTECTION OF LIFE AND PROPERTY I. Contractor shall protect all construction and landscaping from damage and, when required, provide guards or covering. Any damage shall be repaired 6r replaced at the Contractors expense. contractors on the job shall carry the following Insurance: (a) Worker's Compensation, (b) Public Comprehensive Genera Liability, and (c) Property Damage. In an emergenc.4 threatening the safety of life, work or adJJ"oining property, the Contractor is hereby instruct4d to act a his discretion to prevent suchtss or Injury and shall maintain the following minimum liability insurance coverage during the contract period. COVERAGE Bodily Injuryy: $250,000 per Individual, per Occurrence Property > 7amage: $IOOp00 per Occurrence, aggregate 2. The contractor shall cause to be named as additional insured in such Contractor's Public Liability, contractor's Protective Liability and Automobile Liabilityy Insurance policies the following: (a) Shea Homes, 9990 Mesa Rim Road, San Diego, CA, 2121 (b) Gillespie Moody Patterson, Inc., 9404 Genesee Avenue, Suite 140, Lo Jolla, GA 9203'1. 3. Contractor shall not cause this policy to be canceled or permit it to lapse, and the insurance policy shall Include a clause to the effect that the policy shall not, at ON time during the construction period, be canceled or reduced, restricted or limited until Tifteen (15) days after all additional insureds have received written notice as evidenced by returned receipts of registered or certified letters. 4. The contractor a revs to hold the Owner and Landscape Architect harmless from any claims arising out of �s operations of any of his sub contractors, material supplies, or agents. 5. All local municipal and state laws, rules and regulations governing or relating to an portion of t6 work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the contractor. 6. The contractor shall verify the locations of all existing utilities, structures and services before commencing work. The locations of utilities, structures and services shown in these plans are approximate only. Anyy discrepancies between these plans and actual field conditions shall be reported to the owner or landscape architect. 1. The contractor shall protect all existing utilities and features to remain on, and adjacent to, the project site during construction. Contractor shall repair, at his own expense, all damage resulting from his operations or negligence. 6. The contractor shall obtain the pertinent engineering and /or architectural plans before beginning word;. 9. Permits for any construction depicted in these plans shall be obtained by the contractor. 10. contractor shall have a valid contractors license required for the particular work being done. contractor shall not allow the license(s) to lapse during the contract period. "DECLARATION OF RESPONS15LE CHARGE" I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6103 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN 15 CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWING5 AND SPECIFICATIONS BY THE CITY OF CHULA VISTA, THE OTAY WATER DISTRICT AND THE COUNTY OF SAN DIEGO, DEPARTMENT OF ENVIRONMENTAL HEALTH 15 CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. GILLESPIE MOODY PATTERSON, INC. 9404 GENESEE AVENUE, SUITE 140 LA JOLLA, CA 92031 (655) 555 - 8!911, Ikk f:ta „ 3503 02 -09 7— 0 L,JOHN PATTERSON LICENSE NO. 8 EXP. DATE ATD 1 HOLD HARMLESS AND INDEMNIFICATION CLAUSE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, THE CITY /COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY /COUNTY OF LOCAL JURISDICTION, OR THE LANDSCAPE ARCHITECT. I .I �-I l 7� j Q1 v J �3 1= -� - Mallow I � 7"�r 0�= ENS T 5/ C PR®JEI SITE DATE N WFERENCES DATE BENCH MARK SCALE APPIf DESCRIPTION:XXXXXXXX 7011A XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX •M XXX VERTICAL: AS SHOWN ^" ELEVATION: ELEV. XXX DATUM: M.S.L. WE: 9W/282 071 I I ASHBURY ST. NT5 lei 9404 GENESEE AVENUE, SUITE 140 LA JOLLA, CALIFORNIA 92037 -1339 858. 558. 8977 _ ___ �, /� FAX 819 . 558 . 9188 tu Q tu NOTE: FOR IMPROVEMENT PLANS REFER TO CIVIL ENGINEERS DRAWING 05044 -01 TO 05044 -59. CITY OF ENCINITAS PLANNING DEPARTMENT APPROVED BY v -��'. . DATE: 70340 M00 0 SHEA HOMES "1 "1 "1O MESA RIM ROAD SAN DIEGO, GA "12121 858.54 "1.3156 � . CILLESFIE MOODY FATTERSON, INC, "1404 C ENESEE AVENUE, SUITE 140 LA JOLLA, CA "1203-7-133"1 858.558.8 "1rt°7 - 160.181.5410 CALIFORNIA STATE LAW SAYS YOU MU5T GALL BEFORE YOU DIG. GOVERNMENT CODE SECTION 4216 -421601 5TATE5 THAT "EXCAVATION": GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING, TUNNELING, 5CRAPING, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, LAND56APE DIGGING PLUMBING, FENCE P05T OR ANY OTHER WAY. OUR PERMIT FOR DIGGING WILL NOT BE VALID WITHOUT A DIG ALERT TICKET WMSER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. THERE 15 ALSO A 14-DAY WINDOW (SECTION 4216.0) IN WHICH YOU MUST COMPLETE THE PROP05ED DIGGING. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RE5PON51BILITY TO RECALL DIG ALERT. DIG ALERT TOLL-FREE NUMBER IS I -800- 221-2600. FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 4 NOTES -SEE SHEETS 2a -35.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -501 FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS -SEE SHEETS 41 -4i FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE SHEETS 45 -51 FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -55 CITY OF ENCINITAS: 19i 11511 ',.. REVISIONS 197 GI TY SUB. 01 -29 -07 5RD CITY SUB. 05 -10 -07 3RD CITY SUB. 0- I -12 -0-7 MYLARS 07 -20 -07 DRAWN MS APPROVED if- Joe NO, 06 -114 DATE 05 -10 -07 SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, CALL DIG ALERT ®: I -a00 -221 -2600 ENGINEERING DEPARTMENT ILL I I LT-1 DRAWING NO. Tilt 03 -090 372 —G (015.010 AU, DR. tDP, EIS) SHEET 20 OF M I I tuu _cAs- Ij u I -f- uu fo_�uu I -7 - PRIOR TO 55 65 42 2 41 5 45 1mmKw NOTE = ALL AHOLM E&dwz Magwim THE %31 4 FORMING, CONTRACTOR 15 TO VERIFY ALL BACKBONE AND Roor DRAINS, A L DN/1510N BOUNDARY ----- - - ----- - ------- B00ASIOR BOUNDARY-___ 5LEEVINS FOR IRRIGATION LATERAI-5/60BLERS, IRRIGATION HIRE AND ON V V4 roL_ 5DIVISION BOUNDARY 4,5, J� S IR To :�A4 L U6 AREA LIGHTING WHICH ARE ALL PART OF THIS LANDSCAPE ON ASRBURY�,�:i,, uxr EaRva-T-7-- /!U (03 - 11 - El;?r - ------ - ---------- COLOR CONCRETE PATIO PAVING TO BE COLOR 'SANDSTONE' BROOMED FIN15H 9 AN PA PA PA PA SEE DETAIL 0 AND F-A-C-q .PRIVATE HALL IS TO BE TOOLED JOINT CONSTRUCTED PER ARCHITECTS PLANS. DRAIN CTION PER CIVIL "7- CONCRETE PAVING - -57 -'per PEDESTRIAN PAVIN BE NATURAL GRAY COLOR, WITH ACID - fA 'I', I - I ----- - IF 678 1 69,0 ETC44 IF - ALL 51TE ]WALKWAY TO CORED KI HAW TOOLED JOINTS AT 4'0.0. Ho P, p UNLESS OTHER SCORE PATTERN I -SEE DETAIL C/LC-q x 06 t�,, 46 AA ❑ u EXPANSION JOINT - 15 OR WHERE SHOWN ON PLANS - SEE DETAIL ClLr.-q r-N PA ivF (9z 1, 4 SAN CUT SCORE AS SHOWN - SEE DETAIL E&C-41 68.7 TQ PAD=65.65 PAD-65.65 X� 61 FF=66.40 FF=66.4 .7 i LQ,�qg - �68 _1E 68,0 7 GI 68, 615 ;E 674 TG_ 6& /F GO CURB AND GUTTER NATURAL GREY PER ENGINEERS PLANS N.D. (NO PAD=68.50 PAD=6& 00 FF=69.M PA TAIL) U10 A R I FF=68.83 STREET AND PARKING STALL PAVING PER CIVIL ENGINEERS PLANS N.V. 67.6 46 I (�D 6&3 68-3 Hp J I t 1 69. 0 6Z8 PAD -65.65 PAD=65.65 NATURAL GREY DRIVEWAY APRON PER CIVIL ENGINEERS PLANS (Tyr) - N.V. FF=6 0 -Hp p R BPIVI ON FF=66.40 300NDARY �j % -7 6,q I T 6 5 IPA 1% PA 11 F7 _. 0 1 1 L 1, 42" HT. TUBULAR STEEL FENCE- SEE DETAIL VLC-12 A ❑❑ 5 bl 1130 67.4 TO 64 b 1q. 7 68.8 TO CONCRETE WALK AND STEPS WITH CHEEKKALL AND HANDRAIL, CHEEKKALL AND STEPS L1 61,5 TG --tL5­r` 68,7 Tc 0 F) 37 ARE TO BE BE COLOR SANDSTONE- HANDRAIL TO BE FRAZEE COLOR brbbA + PAD = 65.65 GFF=6793 Q�l I A00%. METROPOLIS' - SEE DETAILS 0 AND E LC-cl AND MILO-10 57.6. GFF L 5.65 FF=66.40 PAD=64.86 PAD=64.86 6,9� 0 15 GARAGE LANDSCAPE POCKET (TYF) SEE DETAIL T/1-6-11 =6 s FF=65.61 FF=6 .61 L� I F7 J"I OVERHEAD TRELLIS #1 - SEE DETAIL XILC-12 TIP A .� A IN I@ P cv A - --- -- ----- PA is OVERHEAD TRELLIS #2 - SEE DETAIL OA.0-10 A - f, CA 14�n 50 In OVERHEAD TRELLIS #3 SEE DETAIL AA1LC-15 19 'r i I I �; r 00 1 (D 7. 1, :6 9 64 86 2 10 FF=65.�i �6 �6 �j 2 N-0 �j+oo, 22+00 64L IL_ - INTEGRAL COLOR CONCRETE MOW CURB, DAV15 COLOR SANDSTONE' - SEE DETAIL WAY -1 0 AILLA COV9 V'AY 10 W) 16 CONCRETE BROW VITCH-PER, CIVIL PLANS- COLOR TO BE 'TAUPE' C4 .0, A I V PAD=64. 6 a 5 IS" HIM ACID ETCH CONCRETE BANDING WITH COLOR 'PALOMINO' FIELD TO BE \j/ III N111 tu SANDSTONE WITH EXPOSED AGGREGATE FINISH, SCORE AS SHOWN - SEE DETAIL -11 9 c� ­4 L PA G-D ov _q • FF=65 61 A MOTOR COURT COLOR VEHICULAR PAVING FIELD TO BE SANDSTONE' WITH EXPOSED El PAD=65.85 w FF=66,60 AGGREGATE M! 6 PA =64.86 30 i PAD-=_65.85 PA FF=66.60 PAD=64.86 ASS DATE FINISH. Ib" WIDE ACID ETCH CONCRETE BANDING TO BE COLOR FF�65.61 uo - - - - - - ..... 9 it tu PALOMINO- SCORE AS SHOWN SEE DETAIL 12/L(,-q 000000c X� Lrl, I r' All, tu COLOR CONCRETE PEDESTRIAN PAVING TO BE DAVIS SANDSTONE' WITH MEDIUM -7.1 1 1 11; 1 71 1 PA �' I r" , BROOM FINISH- SCORE LINES TO BE PERPENDICULAR TO ROUTE OF TRAVEL, SCORE AS 1 1 5 66. 0 0 68.3 SHOWN- SEE DETAIL CA-C-q (pill �Ip J 4 20 DEEPENED CONCRETE EDGE AT TOT-LOT WALKWAY - SEE DETAIL O&C-11 9 9 PAD=65 FF=66.. 67.3 V, tu it 21 CONCRETE TOT CURB TO BE DAVIS SANDSTONE' - SEE DETAIL r7lLr.-q PA0=69. 10 7- FF= 10" MODEL NUMBER 100055F WITH POHDERCOAT FRAME 15 PAn=6Z50 FF=69.9J POLYETHYLENE BENCH TO 13E 4"1 FF=68.M 69.33 COLOR "BROWN". AVAILABLE THRU COAST RECREATION, INC. CONTACT MIKE EISERT 10 61 60 1 ('114) bial-0100 PAD=-65 85 -0.8 19 10 ❑ *A 10 f-I-bb.bu 6. 0'/ FF= 65 60 L (�) 1 j I REFER To lLi PA _J�11 9*f,9 1 68, 5 ORCO 'MISSION BROHIN'SLUMPED BLOCK RETAINING HALL WITH PILASTERS - RE CAVIL PLANS FOP, STRUCTURAL ASPECTS 680 IWA 4 L-1 r1_7 -ji 9W9 ; 7 1— �6_89 --- j TOT LOT STRUCTURE PER LANDSCAPE STRUCTURES PLANS PA , p H _PA c 30 I PA: 60 22 28 5 FIBER PLAY RESILIENT SURFACING AVAILABLE FROM PROGRESSIVE DESIGN p i 25 PLAYGROUNDS-PROVIDES ADA ACCESS TO ENTIRE PLAY AREA-COLOR NATURAL u bb z2 'A PA ON mom PA Q- --------------- �,z ----------- -------- --------- BUILDINGS PER ARCHITECTS PLANS 66.7 24 1 �lLp 61 1471 PEDESTRIAN OR055HALK VEHICULAR CONCRETE PAVING FIELD TO BE COLOR 66.1 7 SANDSTONE' WITH EXP05ED AGGREGATE FINISH. OR HIDE A0112 ETCH CONCRETE oo� BANDING TO BE COLOR PALOMINO- SCORE AS SHOWN - SEE DETAIL P/LCA 'lu 9 65.5 IE\ 65.0 I 4 FA PA 9 IE 65.8 IE Isd Z,lRq F) PAD=66.00 TURF AREA- PER PLANTING PLAN EDGE WLC,-IO SHOVEL-CUT TURF 64.4 /E < PAD=63 5 1 PAD=63.70 FF=66.83 t FF=6Z1 0 PAD-65.50 PAD=66.90 l I ),%0SCAPp FF=64.45 56. FF=6Z 7J NOTE: .0 =6J5 (ja FF=66. D4.15 7 21 - - -_ - I-- CONTROL AND EXPANSION JOINTS F) , . H tte so PAD=63. HP limm SHOWN ON THESE PLANS ARE FOR rn 71 REFERENCE ONLY- SEE PAVING b 07 7 _WW7! 40 66.0 JOINTS DETAIL E/SHEET LO-cf. 16 114 01- --- 2E oo, I -I T(-, '3 M T INE- SEE SHEET LO-4 4,7, � K_ I_ GFT CONTRACTOR 15 TO VERIFY CONTROL *,7[P^7 AND EXPANSION JOINTS IN THE FIELD. LISPS AFI565 CBUs MAILBOX- AVAILABLE THRU AUTH-FLORENCE MANUFACTURING. 16" 14T. 5EATHALL/RAISED N DETAIL HA-0-41 50 LANDSCAPE PLANTING AREA (PN- SOIL TO BE AMENDED PER PLANTIWS SPEC. 9rF CONTACT: &00--115.1141 LITTER RECEPTACLE TO 13E M IOOOq4A. THE 24- GALLON INTERNAL CONTAINER 51 CAVIL RAMP COLOR TO BE PAV15'TAUPETO MATCH ADJACENT PAVING 016 ALMT c INTEGRAL COLOR CONCRETE PEDESTRIAN PAVING TO BE DAVIS 'SANDSTONE' WITH MODEL NUMBER 15 TO BE I 6A. BOTH ARE AVAILABLE THIRD COAST RECREATION, ACID ETCH FINISH, SCORE AS SHOWN- SEE DETAIL C/LC-q INC. CONTACT MIKE El (714)-bl"11-0100. 36"X56" 50. PILASTER -SEE DETAIL --A50\/E OROUND DR�r UTILIT)" LEOENr�) CALIFORNIA STATE LAN SAYS YOU MUST CALL BEFORE YOU Pie. GOVERNMENT CODE SECTION 4216-42[(A 5TATE5 THAT "EXCAVATION"; REVISIONS PRIVATE PATIO PECK DRAIN- SEE DETAIL EE/LC -14 "NO PARKINS" PING PER CIVIL ENGINEERING PLANS 24uX24" PILASTER - SEE DETAIL SILO-11 GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AIII TUNNELING, 51�)04E 3421 PAD TRANSFORMER (4&"X4&') 5GRAPIN6, CABLE OR PIPE PLOWING, DRIVING, FOUNDATION PIGGING, 1ST CITY SUB. OI-2cI-O`7 LAN05GAPE 0166M PLUMBING, FEWGE POBT OR ANY OTHER WAY. OUR 3RD CITY SUE. 05-10-0-T WOOD FENCE ON CIVIL RETAINING HALL- SEE DETAIL FF/Lr,-14 46 361, HI OP GATE - PILL-10 ENTRY MONUMENT - SEE DETAIL 0011-0-14 PERMIT FOR DIGGING WILL NOT 13E VALID WITHOUT A P16 ALERT TICKET 1 IAH5M AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. 5fpj:) CITY SUB. A5HBURY STREET MEANDERING WALK, BACKYARD PEDESTRIAN WALKWAY AND GATE 41 "HT. H0012 FENCE - SEE DETAIL OJLC,-10 VEHICULAR CONCRETE RAMP PER CIVIL-DOLOR TO BETAUPE'NITH MEDIUM SALT FIN15 5DO$E 3525 CABLE JUNCTION PEPE5TAL (6cl"X40.75') THERE 15 AL50 A 14-PAY WINDOW (51ECTION 4216XE)) IN WHICH YOU I`U5T MTLAR�S COMPLETE THE PROPOSED 01661%. IF YOU WILL NEED ADDITIONAL ACCESS TO BE PAV15TAUPE'WITH MEDIUM SALT FINISH- SEE DETAIL CA-C-11 TIME BEYOND THE 14 DAY5. IT 15 YOUR RE51PON5151LITY TO RECALL DIG NATURAL GREY MEDIUM BROOM FINISH VEHICULAR CONCRETE. SEE CONTROL AND 24"X24" 50. PILASTER - SEE DETAIL SILC,-I I VEHICULAR GATES WITH OPTICON SENSOR AT EMERGENCY ACCESS- SEE DETAIL 5E3r, PEDESTAL D16 ALERT TOLL-FREE NUMBER 15 I-bOO-221-2600. EXPANSION JOINT NOTE TH15 SHEET- SEE PETIAL C)/LC-q (3 PEC-OMP05M GRANITE PATH - SEE DETAIL BIB&C-15 VDAL-14 DRAWN ms INTEGRAL COLOR CONCRETE MOW CARS ALONG DECOMPOSED GRANITE HAL TO 5' HT. SLUMP BLOCK MASONRY HALL- COLOR TO BE ORCO "OTAY 5ROHN11_ SEE VEHICLE GATE MOTOR LOCATION- SEE DETAIL DD/LC -14 GCX GABLE PEDESTAL APPROVED if- 13E DAVIS COLOR TAUPE'- SEE DETAIL BBAL-15 FOR TITLE SHEET H�N DETAIL VA4-11 POLYETHYLENE PICNIC TABLE TO BE LANDSCAPE 5TRLICTURE-5 64" MODEL NUMBER �D LIGHT BOLLARD PER 5EFAIRATE SUBMITTAL FOR CONSTRUCTION PLAN N AND 0 (9 11515qJ WITH POWERCOAT FRAME COLOR "BROWN ". AVAILABLE THRU COAST I LA5 END -SEE SHEETS 21-24 66 GUARDRAIL ON CIVIL RETAINING WALL- SEE DETAIL U/1-0-11 (D CONCRETE PAVING AT TRASH ENCLOSURE TO BE SID. GREY - SEE DETAIL VAL--q RECREATION, INC. CONTACT MIKE E15ERT (714)-blq-0100 FOR CONSTRUCTION DIMENSION FL>N*, - SEE 5HEETS 25-25.1 JOB No. OCP-114 FOR CONSTRUCTION DETAILS 4 NOTE!( 'NE51EE SHEETS 21-55.1 r>Arrz 05-10-0­7 EXISTING FENCEIN& OF VARYING CONSTRUCTION TO CONCRETE EDGE 0 DRIVEWAY TO MATCH ADJACENT PAVING - SEE DETAIL BA.C-.q CONCRETE STEPS WITH CHEEKKALL TO 13E STANDARD GREY - SEE DETAIL MAL-10 FOR IRRIGATION PLAN- SEE SHEETS SCALE AS SHOWN BALKYARD CIVIL RETAINING KALL-5EE 12ETAIL - 0 THIS SET FOR COLORS AND 8 BUS SHELTER - SEE DETAIL KILO-11 POLYETHYLENE PICNIC TABLE TO BE LANDSCAPE STRUCTURES &4" MODEL NUMBER FOR IRRIGATION LEGEND - SEE SHEET NOTE: BEFORE ANY MATERIALS 8 11315qK WITH PONDERCOAT FRAME COLOR "BROWN". AVAILABLE THRU COAST FOR IRRIGATION SPECS, NOTES AND DETAILS - I- SHEETS bTURF BLOCK PAVING WITH RESTRAIN - RESTRAINING EDGE COLOR TO BE- 54 CAVIL RAMP- NATURAL GREY WITH LIGHT BROOM FINISH- PER CIVIL ENGINEERS PLANS RECREATION, INC. CONTACT MIKE E15ERT (714)-biq-0100 41-4-7 EXCAVATION BEGINS, 20 10 0 20 40 80 FOR PLANTING PLANS: TREES, SHRUBS AND SROUNDC� ER - CALL 010 ALERT 0: COLOR DAVIS 'TAUPE' WITH SALT - SEE DETAIL YY/LC-12 55 POT PEDESTAL- SEE DETAIL RA-C-11 (D VEHICLE GATE PILASTER - SEE DETAIL SILIC-11 SEE SHEET5 45-51 1 -800- 227 -2600 6' HT. MASONRY SLUMP BLOCK SOUND HALL TO BE COLOR ORCO 'MISSION BROWN"- FOR PLANTING DETAILS $ NOTES -SEE SHEETS 52-55 56 SEE DETAIL Y/SHEET LL-12. 42 ORCO MISSION 5ROM'SLUMP BLOCK RETAINING HALL PER CIVIL ENGINEER. - SEE SCALE: 1 20' (311 DETAIL K/LQ-4 THIS SET FOR MATERIALS/COLORS REVISIONS o0o'APPROVED DATE REFERENCES DATE BENCH MARK SCALE AFFROVAILS CITY OF ENCINMAS PLANNING DEPARTMENT CITY OF ENCINITAS: ENGINEERINGN DRAWING NO. C-q PRIVA '01 IN OTIO VING BE 14AWRAL 9, -SEE W HAND Ito mis so I3 DESCRIPTION:XXXXXXXX 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT 03-090 ED I S14- 21A xxxxxxx HORIZONTAL: AS SHOWN LA JOLLA, CALIFORNIA 92037-1339 APPROVED Z-G LOCATION: XXXXXXXXX 858. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: xxx VERTICAL: AS SHOWN CKTUTO PIA FAX 619 . 558 . 9188 oS-ojo 7M, DM)t 7 /07 CORAL COVE ELEVATION: ELEV. XXX ' DATUM: M.S.L. DATE: r"f Z2 7 LC ®1 SHEET 21 OF volp ®® ® © � ® ®.� � ® Wl�. i -\I \.•14 dim s / -a � � \ { �� r...� J {.! I • • e � SEINE m low MM In sic Boom - Q • �� �1_ 1• �II'I loll' I'.II11.111����i— '����1il�ll111111111, � �.,. ■ W—T , ,:. ■ A 673 TG .. e f- - -- - -- - 6 1. ■ ♦`` �,' C 1-1_1_1_LL 1_1 -1 -1 1 -A1 •r -1 J :: - �7A ♦ �.. — �drl!-1!-1!- 11!-1' -1' Il IL_ FF=6a&3 I I Ii ;- -,i � ' ♦� - 1.1• °''- 1�- 1� -1� -1 1� 1� i� 1 11 r' /� ♦ ! � � - - - - - - - �_ �, .;. ♦ - ♦�•M, - ` l� •. ♦ ~�O �I�- 1�- i�- .'- 1'- 1'- 1!�- i� -i!SP_ 1� •r ��I r -'�. 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I .: , �•if' PAD=69. 10 Q • • - - • _ �. I r . • /. ® ■ �,.. ■ 1� 11■■■ ■N1111 - • - - - • - -- ���' — � , I / � � � ■ ■ ■� � � ■ ■ ■� X111 �� ■■ �i����® � � - I ' ��I�II ■... ��!,►�., O h, ♦�� "�,, ■ „� / ®,,���.� � � ® Chi m m -�. - -• - • - - r • - • .- ® .- 1_1_1_1 ! - 1!1_,u__,u__,u._,1 l4 ,_- RU__,u._,u__,u__,i_,i — ' — • i -/IL -1!-11 .. • , . 1_ 1 1 1 1 1 1 �� ® g °"1_ 1_•1_ 1_ _ s.l_ 1_ 1_ I,,,: ' • 1� -1� -11 1' 11 1� -1� {_ ._ ._ ._ r ._ ,_ . e ._ .0 ._ r I� I ` ® � '' Imo- - - � •. _ 1 1 \ 1 1 1_ 1_ 1_ 1_ 1_ 1_ . - -1_ 1 -1 -1 °• m_',1_,!_,1_,1_r • � I i • � - ' (, �. :.�� - :: • I i� �I REVISIONS 15T CITY SUB. OI- 29-017 3RD CITY SUB. 05 -10-07 5RD CITY SUB. 0T -12 -01T MYLAR5 Oi- 20-0 -7 l � �I” L - �s v_ - DRAWN MS 65 INTEGRAL COLOR CONCRETE MOW CURB ALONG 12ECOMP05ED GRANITE WALKWAY TO O 5 HT. SLUMP BLOCK MASONRY WALL- COLOR TO BE ORGO OTAY BROMI`I - SEE 3i VEHICLE GATE MOTOR LOCATION- SEE DETAIL Dg"-14 COX GABLE PEDESTAL ' �� �� APPROVED JP FOR TITLE SHEET -SEE SHEET 20 BE DAVIS COLOR 'TAUPE'- SEE DETAIL BB/LC -13 DETAIL V/LC -11 38 POLYETHYLENE PICNIC, TABLE TO BE LANDSCAPE STRUCTURES 84" MODEL NUMBER LIGHT BOLLARD PER SEPARATE SUBMITTAL FOR CONSTRUCTION PLAN AND LEGEND - SEE 5HEET5 21 -24 bb 11515gJ WITH POWDERC.OAT FRAME COLOR "BROWN ". AVAILABLE THRU COAST FOR CONSTRUCTION DIMENSION PLANS - SEE 5HEE75 25 -28.1 JOB NO. 06-114 GUARDRAIL ON CIVIL RETAINING WALL- WE DETAIL U/LG -II 51 CONCRETE PAVING AT TRASH ENCLOSURE TO BE STD. GREY -SEE DETAIL D/LC -9 RECREATION, INC. CONTACT MIKE EISERT ('il4) -b1g -0100 FOR CONSTRUCTION DETAILS ffNOTES -SEE 5HEET5 2Q -35.1 aArE os- IO -o-7 b? EXISTING FENGEIN6 OF VARYING CONSTRUCTION TO REMAIN 52 CONCRETE EDGE ®DRIVEWAY TO MATG+f ADJACENT PAVING - SEE DETAIL B/LG -g 3q CONCRETE STEPS WITH GFIEEKWALL TO BE STANDARD GREY -SEE DETAIL M/LG -10 r! - / � � � �.! � FOR IRRIGATION PLAN- SEE 5HEET5 36 -301 SCAB;= AS s++owN oIY�' W INS FOR IRRIGATION LEGEND - SEE SHEET 40 bb BACKYARD CIVIL RETAINING WALL -SEE DETAIL L/LG -10 THIS SET FOR COLORS AND 53 BUS SHELTER -SEE DETAIL W1LG -II 40 POLYETHYLENE PICNIC, TABLE TO BE LANDSCAPE STRUCTURES 84" MODEL NUMBER FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS NOTE: BEFORE ANY oMATERIALS 11515gK WITH POPOERCOAT FRAME: COLOR "BROWN" AVAILABLE THRU COA5T EXCA\/ATI ON BEG I N5, bg 94 CIVIL RAMP- NATURAL GREY WITH LIGHT BROOM FINISH- PER CIVIL ENGINEER'S PLANS RECREATION, INC. CONTACT MIKE EISERT 0114) -b1g -0100 4 -4i TURF BLOCK PAVING WITH RESTRAINING EDGE - RESTRAINING EDGE COLOR TO BE- FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCO\/ER - GALL DIG ALERT @: COLOR DAV15 'TAUPE' WITH 5ALT FINISH- SEE DETAIL YY/LC-12 55 POT PEDESTAL- SEE DETAIL R/LC -II 41 20 10 0 20 40 80 I - 800 -227 -2600 GVEHICLE GATE PILAST> =R - 5� DETAIL 5/LG -II SEE SHEETS 48 -51 70 SEA54ELL COBBLE 3" DEEP LAYER, SUBMIT SAMPLE FOR APPROVAL 56 6' HT. MASONRY SLUMP BLOCK SOUND WALL TO BE COLOR ORCO "MISSION 5RO"4 "- 42 ORGO 'MISSION BROWN' SLUMP BLOCK RETAINING WALL PER CIVIL ENGINEER. - SEE SCALE: 1" = 20' FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -53 SEE DETAIL Y/SHEET LC-12. EVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE L4 PPtLOVkLS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. 1 - 13 DESCRIPTION:XXXXXXXX IZ�M`I@I EGA Ap�aJcP I , DEPARTMENT TI[ ®g ® ®g® XXXXXXX 9404 GENESES AVENUE, SUITE 140 APPROVED w��i: �' 1O LOCATION: XXXXXXXXX HORIZONTAL AS SHOWN - I F JOLLA, CALIFORNIA 9os7 -1999 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: $�'Z ®C' 858. 558. 8977 XXX VERTICAL: AS SHOWN .DATA A F'- 9 i 17 11 - CORAL ®��• CKTRUCTHIN PLAID (� IM M. DA) FAX 619 .568 .9168 /(,1 C ELEVATION: ELEV. XXX DATUM: M.S.L. DATE: (4!?� LC-1 SHEET 2I OF � Q i V ' lu - -- lu f_f^ V/ uj luVl &.7 Z sz6 t� LV r 1 3.0 Ell j �0 1 i' /.� �• I -a 68.3 ._. I 1 L POT PEDESTAL- SEE DETAIL R/LG -II 6' HT. MASONRY SLUMP BLOCK 50M WALL TO BE COLOR ORCO "MISSION BROWN" - SEE DETAIL Y /SHEET LC-12. U5P5 AFI565 CBUs MAILBOX- AVAILABLE THRU AUTH- FLORENCE MANUFACTURING. CONTACT: 800.275.1747 INTEGRAL COLOR CONCRETE PEDESTRIAN PAVING TO BE DAVI5 SAN05TONE' WITH ACID ETCH FINISH, SCORE AS SHOWN- SEE DETAIL G/LG -q PRIVATE PATIO DECK DRAIN- SEE DETAIL EE/1-0-14 WOOD FENCE ON CIVIL RETAINING WALL- SEE DETAIL FF/L0-14 ASHBURY STREET MEANDERING WALK, BACKYARD PEDESTRIAN WALKWAY AND GATE ACGE55 TO BE DAVIS TAUPE' WITH MEDIUM SALT FINISH- SEE DETAIL G/LG -q NATURAL GREY MEDIUM BROOM FINISH VEHICULAR CONCRETE. SEE CONTROL AND EXPAN51ON JOINT NOTE THIS SHEET- SEE DETIAL D/LC -11 INTEGRAL COLOR CONCRETE MOW C1RB ALONG DECOMPOSED GRANITE WALKWAY TO BE DAVI5 DOLOR TAUPE' - SEE DETAIL 13511-0-13 GUARDRAIL ON CVIL RETAINING WALL- SEE DETAIL U/LC -11 EXISTING FENGEING OF VARYING CONSTRUCTION TO REMAIN BACKYARD CIVIL RETAINING WALL -SEE DETAIL 1-11-0-10 TH15 SET FOR COLORS AND MATERIALS TURF BLOCK PAVING WITH RESTRAINING EDGE - RESTRAINING EDGE COLOR TO BE- COLOR DAVIS 'TAUPE' WITH SALT FINISH- SEE DETAIL YY/LC -i2 REVISIONS - -Q,.,, - RHO MATGHL I NE- 5EE SHEET LO-4 ® 241 41,2 ORCO 'MISSION BROWN' SLUMP BLOCK RETAINING WALL PER CIVIL ENGINEER. - SEE TURF AREA - PER PLANTING PLAN DETAIL K/LG -q TH15 SET FOR MATERIAL5 /00LORS gp LANDSCAPE PLANTING AREA (PA)- 501L TO BE AMENDED PER PLANTING SPEC. 43 16" HT. 5EATWALL/RAISED PLANTER - SEE DETAIL H/LC -41 31 CIVIL RAMP COLOR TO BE DAVI5 'TAUPE' TO MATCH ADJACENT PAVING 44 LITTER RECEPTACLE TO BE MODEL IOOOg4A. THE 24 GALLON INTERNAL CONTAINER 32 56 "X36" 50. PILASTER -SEE DETAIL 5/LG -II MODEL NUMBER 15 TO BE 1000116A. BOTH ARE AVAILABLE THRU COAST RECREATION INC. CONTACT MIKE E15ERT (714) -blq -0100. 33 24 "X24" PILASTER - SEE DETAIL 5/LG -II 45 NO PARKING" STRIPING PER CIVIL ENGINEERING PLANS 34 ENTRY MONUMENT - SEE DETAIL 0611-6-14 46 56" WIDE WOOD GATE - PI14-10 35 VEHICULAR CONCRETE RAMP PER CIVIL -COLOR TO BETAUPE' WITH MEDIUM SALT FINISH 4 i 60" HT. WOOD FENCE -SEE DETAIL O/LG -10 36 VEHICULAR GATES WITH OPTICON 5EN50R AT EMERGENCY ACCESS- SEE DETAIL O24 "X24" 50. PILASTER - SEE DETAIL 5/1-0-11 DD/L0-14 37 PATH -SEE DETAIL 13511-0-15 441 DECOMPOSED GRANITE 13511-0-15 VEHICLE GATE MOTOR LOCATION- SEE DETAIL DD/LL-14 POLYETHYLENE PICNIC TABLE TO BE LANDSCAPE STRUCTURES 84" MODEL NUMBER 50 V HT. SLUMP BLOCK MA50NRY WALL- COLOR TO BE ORCO "OTAY BROWN " - SEE 38 115134iJ WITH POWDERCOAT FRAME COLOR "BROWN ". AVAILABLE THRU COAST DETAIL V/LO -11 RECREATION, INC. CONTACT MIKE EISERT (714) -6111-0100 51 CONCRETE PAVING AT TRASH ENCL05URE TO BE STD. GREY - SEE DETAIL D/LC -q 341 CONCRETE STEPS WITH GHEEKWALL TO BE STANDARD GREY - SEE DETAIL M/LG -10 52 CONCRETE EDGE 6 DRIVEWAY TO MATCH ADJACENT PAVING - SEE DETAIL 5/1-0-41 4® POLYETHYLENE PICNIC, TABLE TO BE LANDSCAPE STRUCTURES 84" MODEL NUMBER 1151311K WITH POWDERGOAT FRAME COLOR "BROWN ". AVAILABLE THRIU COAST 5 53 BUS SHELTER -SEE DETAIL W/LG -11 RECREATION, INC. CONTACT MIKE E15MT (714) -61q -0100 54 CIVIL RAMP- NATURAL GREY WITH LIGHT BROOM FINISH- PER CIVIL ENGINEERS PLANS G VEHICLE GATE PILASTER - SEE DETAIL 5/LG -11 -AE30\/E GROUND DRY UTI L I iY LEGEND SDGBE 5421 PAD TRANSFORMER (48 "X46) ® SDG$ E 5525 GABLE JUNCTION PEDESTAL (6Q "X40.159 OO 58G PEDESTAL QQ GOX GABLE PEDESTAL LIGHT BOLLARD PER SEPARATE SUBMITTAL 20 10 0 20 SCALE: 1" = 20' 40 60 UAI L 13tmum PAM11% Jt:ALt APPROVA4.5 CITY OF ENCINITAS PLANNING DEPARTMENT DESCRIPTION: XXXXXXXX 9404 GENESEE AVENUE, SUITE 140 XXXXXXX HORIZONTAL: AS SHOWN I, APPROVED BY LOCATION: XXXXXXXXX wp. M,M„, LA JOLLA, CALIFORNIA 92037 -1339 T o ^- 858. 558. 8977 XXX VERTICAL: AS SHOWN g /g• /o7 FAx 819 . ssa . 9188 ELEVATION: ELEV. XXX DATUM: M.S.L. DATE: -- Z IMPORTANT NOTE FOR ALL VB#CULAR PAVING THROU6 M THE 912- PRIOR TO - - - - FORMING, CONTRACTOR 15 TO VERIFY ALL BACKBONE AND ROOF DRAINS, AND ALL ST. 5LEEVING FOR IRRIGATION LATERALS/BUBBLERS, IRRIGATION WIRE AND COMMON / AREA LIGHTING WHICH ARE ALL PART OF THIS LANDSCAPE PACKAGE I® COLOR CONCRETE PATIO PAVING TO BE COLOR 'SANDSTONE' WITH BROOMED FINISH -CONTRACTOR TO ALT. BID ACID POWER WASH FINISH -SCORE AS SHOWN W/ HAND mo TOOLED JOINT- SEE DETAIL G AND EA-0-4. PRIVATE PATIO WALL 15 TO BE Ry CONSTWJCTED PER ARCHITECTS PLANS. DRAIN CONNECTION PER CIVIL CONCRETE PAVING - PEDESTRIAN PAVING TO BE NATURAL GRAY COLOR WITH ACID ETCH FIN15H - ALL SITE WALKWAY TO BE SCORED W/ HAND TOOLED JOINTS AT 4' O.C. UNLESS OTHER SCORE PATTERN 15 SHOWN -SEE DETAIL C/LG -q OEXPAN51ON JOINT - 15' O.G. TYP. OR WHERE SHOWN ON PLANS - SEE DETAIL G/LG -q 4 SAW GUT SCORE JOINT AS SHOWN - SEE DETAIL E/LCA 5 CONCRETE 5TEPPER -DOLOR TO BE SANDSTONE - SEE DETAIL F /SHEET LG-q CONCRETE CURB AND GUTTER NATURAL GREY PER ENGINEERS PLANS - N.D. (NO DETAIL) QSTREET AND PARKING STALL PAVING PER CIVIL ENGINEERS PLANS - N.D. NATURAL GREY DRIVEWAY APRON PER CIVIL ENGINEERS PLANS (TYP) - N.D. r 42" HT. TUBULAR STEEL FENCE- SEE DETAIL Z/LG -12 I H I Ip CONCRETE WALK AND STEPS WITH GHEEKWALL AND HANDRAIL, GHEEKWAI.L AND STEPS I ARE TO BE BE DOLOR SANDSTONE'- HANDRAIL TO BE FRAZEE COLOR SSSbA METROPOLIS'- SEE DETAILS G AND E LC-q AND M/LC -10 I GARAGE LANDSCAPE POCKET (TYP) - SEE DETAIL T/L0-11 12 OVERHEAD TRELLIS #I - SEE DETAIL X/LG -12 13 OVERHEAD TRELLIS a2 - SEE DETAIL 0/1-0-10 14 OVERHEAD TRELLIS #5 - SEE DETAIL AA/LC-15 IS INTEGRAL COLOR CONCRETE MOW CURB, DAV15 COLOR SANDSTONE' - SEE DETAIL A/LC-q I6 CONCRETE BROW DITCH -PER CIVIL PLANS- COLOR TO BE TAUPE' I? 18" WIDE ACID ETCH CONCRETE BANDING WITH COLOR 'PALOMINO' FIELD TO BE SANDSTONE WITH EXPOSED AGGREGATE FINISH, SCORE AS SHOWN - SEE DETAIL Ig MOTOR COURT COLOR VEHICULAR PAVING FIELD TO BE 'SANDSTONE' WITH EXPOSED AGGREGATE FINISH. 15" WIDE ACID ETCH CONCRETE BANDING TO BE COLOR PALOMINO - SCORE AS SHOWN - SEE DETAIL D/LG -q ~� Iq COLOR CONCRETE PEDESTRIAN PAVING TO BE DAVIS SANDSTONE' WITH MEDIUM BROOM FIN15H- SCORE LINES TO BE PERPENDICULAR TO ROUTE OF TRAVEL, SCORE AS 5HOWN- SEE DETAIL G/LG -q 20 DEEPENED CONCRETE EDGE AT TOT -LOT WALKWAY - SEE DETAIL 6/LG -q 21 CONCRETE TOT -CURB TO BE DAVIS SANDSTONE'- SEE DETAIL G/LC -q 22 POLYETHYLENE BENCH TO BE 70" MODEL NUMBER IOOOSSF WITH POWDERCOAT FRAME 510 COLOR "BROWN ". AVAILABLE THRU COAST RECREATION, INC. CONTACT MIKE EISERT RY (714) 6141-0100 23 ORCO 'MISSION BROWN' 5LUMPED BLOCK RETAINING WALL WITH PILASTERS - REFER TO CIVIL PLANS FOR STRUCTURAL ASPECTS ts 24 TOT LOT STRUCTURE PER LANDSCAPE 5TRUGTURES PLANS 25 FIBER PLAY RESILIENT SURFACING AVAILABLE FROM PROGRESSIVE DESIGN PLAYGROUNDS - PROVIDES ADA ACCESS TO ENTIRE PLAY AREA -COLOR NATURAL BROWN 26 BUILDINGS PER ARCHITECTS PLANS 2"I PEDESTRIAN CROSSWALK VEHICULAR CONCRETE PAVING FIELD TO BE COLOR SANDSTONE' WITH EXPOSED AGGREGATE FINISH. IS" WIDE ACID ETCH CONCRETE BANDING TO BE COLOR PALOMINO - SCORE AS SHOWN SEE DETAIL 0/1-0 -1 I -- 28 SHOVEL -GUT TURF EDGE WLC -10 NOTE: I� 6ONTROL AND EXPAN51ON JOINT5 SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY- SEE PAVING f JOINTS DETAIL E /SHEET LO-cf. CONTRACTOR 15 TO VERIFY CONTROL AND EXPAN51ON JOI NT5 IN THE FIELD. DIG ALERT CALIFORNIA STATE LAW 5AY5 YOU MUST GALL BEFORE YOU DIG. GOVERNMENT CODE SECTION 4216 -42169 STATES THAT "EXCAVATION ": GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING, TUNNELING, SGRAPING, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, LANDSCAPE DIGGING PLUMBING, FENCE POST OR ANY OTHER WAY. OUR PERMIT FOR DIGGING WILL NOT BE VALID WITHOUT A DIG ALERT TICKET NJMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. THERE 15 ALSO A I4-DAY WINDOW (SECTION 4216.(E)) IN WHICH YOU MU5T COMPLETE THE PROP05ED DIGGING. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RESPONSIBILITY TO RECALL DIG ALERT., DIG ALERT TOLL -FREE NUMBER 15 I -800- 227 -2600. FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -25.1 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 2q -55.1 FOR IRRIGATION PLAN - SEE SHEETS 56 -5q FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -4i FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE 5HEET5 45 -51 FOR PLANTING DETAILS 4 NOTES - SEE 5HEET5 52 -55 CITY OF ENCINITAS: 1 11 raoo J REVISIONS A' rn 10, IBT OITY SUB. 01 -2q -0T 3RD CITY SUB. 05 -10 -0R 3RD CITY 5UB. O- I -12 -07 MYLARS 017- 20 -0-1 DRAWN MS APPROVED JP JOB NO. 06 -114 DATE 05 -10 -0? SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGIN5, GALL DIG ALERT - 800 -221 -2600 mr.All u \ l Mil IlAilk I� DRAWING NO. TED o3 -Ot0 372. -G (o3- o"71M. DR. COP. OA) SHEET 2 OF M \I r j tu tu tu to tuV 1 r.- '1 z l� V IF HINT VF IRC I- CINUINt7 IV DAMAGED DURING THE CON5TRUGTION PHASE THE OWNER 15 TO REPLACE WITH A FENCE OF LIKE KIND MATERIAL AND CONSTRUCTION. 55 POT PEDESTAL - SEE DETAIL R/LC -II 56 V HT. MA50NRY SLUMP BLOCK SOUND HALL TO BE COLOR ORCO "MISSION BROWN" - SEE DETAIL Y /5HEET LC-12. 5-1 U5P5 AFI565 GBUS MAILBOX- AVAILABLE THRU AUTH- FLORENCE MANUFACTURING. CONTACT: 8002'15.174-1 Sao INTEGRAL COLOR CONCRETE PEDESTRIAN PAVING TO BE DAVIS SANDSTONE' WITH ACID ETCH FINISH, SCORE AS SHOWN- SEE DETAIL G/LC -q bl PRIVATE PATIO DECK DRAIN - SEE DETAIL EE/1-0-14 62 MOOD FENCE ON CIVIL RETAINING WALL- SEE DETAIL 1`17/1-6-14 63 ASHBURY STREET MEANDERING WALK, BACKYARD PEDESTRIAN WALKWAY AND GATE ACCESS TO BE DAV15 'TAUPE' WITH MEDIUM SALT FINISH - SEE DETAIL C/LC -q 64 NATURAL GREY MEDIUM BROOM FINISH VEHICULAR CONCRETE. SEE CONTROL AND EXPANSION JOINT NOTE THI5 SHEET- BE DETIAL D/LC -q 65 INTEGRAL COLOR CONCRETE MON CURB ALONG DECOMPOSED GRANITE HALKHAY TO BE DAVIS COLOR TAUPE' - SEE DETAIL BB/LC -13 bb GUARDRAIL ON CIVIL RETAINING WALL - SEE DETAIL U/1-6-11 67 EXISTING FENCEING OF VARYING CONSTRUCTION TO REMAIN ba BACKYARD CIVIL RETAINING WALL -5EE DETAIL L/LC -10 THI5 SET FOR COLORS AND MATERIALS bq TURF BLOCK PAVING WITH RESTRAINING EDGE - RESTRAINING EDGE COLOR TO BE- COLOR DAVIS TAUPE' WITH SALT FINISH - SEE DETAIL YY/LG -12 IF Mil VF I nC FCINLAINU 17 DAMAGED DURING THE CON5TRUCTION PHASE THE OWNER 15 TO REPLACE WITH A FENCE OF LIKE KIND MATERIAL AND GON5TRUGTION. 42 ORGO V15510N BROWN' SLUMP BLOCK RETAINING WALL PER CIVIL ENGINEER. - SEE Lq DETAIL K/LG -q THIS SET FOR MATERIAL5 /00LOR5 30 43 IS" HT. 5EATHALURAI5ED PLANTER - SEE DETAIL H/LC -q 31 44 LITTER RECEPTACLE TO BE MODEL IOOOg4A. THE 24- GALLON INTERNAL CONTAINER MODEL NUMBER 15 TO BE 1000116A. BOTH ARE AVAILABLE THRU COAST RECREATION, 32 INC. CONTACT MIKE E15ERT (714) -6141-0100. 33 45 "NO PARKING" STRIPING PER CIVIL ENGINEERING PLANS 34 46 36" WIDE HOOD GATE - P/L0-10 35 47 60" HT. HOOD FENCE - SEE DETAIL all-C-10 36 48 24 "X24" 50. PILASTER - SEE DETAIL 5/1-C -II (311 DECOMPOSED GRANITE PATH - SEE DETAIL 135/1-0-13 50 V HT. SLUMP BLOCK MASONRY WALL - COLOR TO BE ORCO "OTAY BROWN " - SEE 3a DETAIL V/LG -11 51 CONCRETE PAVING AT TRASH ENCLOSURE TO BE STD. GREY - SEE DETAIL D/LC -q 341 52 CONCRETE EDGE 0 DRIVEWAY TO MATCH ADJACENT PAVING - SEE DETAIL B/LG -11 4® 53 BUS SHELTER - SEE DETAIL W/LC -II 54 CIVIL RAMP- NATURAL GREY WITH LIGHT BROOM FINISH - PER CIVIL ENGINEERS PLANS 41 TURF AREA - PER PLANTING PLAN LANDSCAPE PLANTING AREA (PA)- SOIL TO BE AMENDED PER PLANTING SPEC. CIVIL RAMP COLOR TO BE DAVIS 'TAUPE' TO MATCH ADJACENT PAVING 36 "X36" 50. PILASTER - SEE DETAIL 5/LC -II 24 "X24" PILASTER - SEE DETAIL 511-C -11 ENTRY MONUMENT - SEE DETAIL CC/1-C -14 VEHICULAR CONCRETE RAMP PER CIVIL -COLOR TO BETAUPE' HITH MEDIUM SALT FINISH VEHICULAR GATES WITH OPTICON SENSOR AT EMERGENCY ACCESS- SEE DETAIL DD/LG -14 VEHICLE GATE MOTOR LOCATION- SEE DETAIL D12/1-0-14 POLYETHYLENE PICNIC TABLE TO BE LANDSCAPE STRUCTURES 64" MODEL NUMBER 113134) WITH POHDERCOAT FRAME COLOR "BROWN". AVAILABLE THRU COAST RECREATION, INC. CONTACT MIKE E15ERT (114) -6111-0100 CONCRETE STEPS WITH CHEEKWALL TO BE STANDARD GREY - SEE DETAIL M/1-0-10 POLYETHYLENE PICNIC TABLE TO BE LANDSCAPE STRUCTURES 64" MODEL NUMBER 11313gK WITH POHDERCOAT FRAME COLOR "BROWN ". AVAILABLE THRU COAST RECREATION, INC. CONTACT MIKE EISERT (114 -6111 -0100 VEHICLE GATE PILASTER - SEE DETAIL 511-0 -II I I ti 1 00305 aLL qL =82.70 I - I IF ANY OF THE FENCING 15 DAMAGED DURING THE CONSTRUCTION PHASE THE OWNER 15 TO REPLACE WITH A FENCE OF LIKE KIND MATERIAL AND CON5TRUCTION. - 4E30\/E GROUND DRY UTI L I T1' LEGEND ® SDOa E 3421 PAD TRANSFORMER (48"X4&9 ® SDG�t E 3523 GABLE JUNCTION PEDESTAL (&9"X40.75') O 513C PEDESTAL QQ GOX GABLE PEDESTAL LIGHT BOLLARD PER SEPARATE SUBMITTAL 20 10 O 20 40 80 SCALE: i" = 20' IMFOWM NOTE FOR ALL VBVAM PAVING *ROUGIOUT nE 51TE- PRIOR TO FORMING, CONTRACTOR 15 TO VERIFY ALL BACKBONE AND ROOF DRAINS, AND ALL 5LEEVING FOR IRRIGATION LATERAL5/5UBBLERS, IRRIGATION WIRE AND COMMON AREA LIGHTING HHIGH ARE ALL PART OF THIS LANDSCAPE PACKAGE OCOLOR CONCRETE PATIO PAVING TO BE COLOR SANDSTONE' WITH BROOMED FINISH - CONTRACTOR TO ALT. BID ACID POHER HASH FINISH -SCORE AS 5HOHN H/ HAND TOOLED JOINT- SEE DETAIL G AND E"A . PRIVATE PATIO HALL 15 TO BE CONSTRUCTED PER ARCHITECTS PLANS. DRAIN CONNECTION PER CIVIL OCONCRETE PAVING - PEDESTRIAN PAVING TO BE NATURAL GRAY COLOR WITH ACID ETCH FINISH - ALL SITE WALKWAY TO BE SCORED H/ HAND TOOLED JOINTS AT 4' O.G. UNLE55 OTHER SCORE PATTERN 15 SHOWN -5EE DETAIL C/LC -q OEXPANSION JOINT - 15' O.G. TYP. OR WHERE SHOWN ON PLANS - SEE DETAIL G/LC -q 4 SAW GUT SCORE JOINT AS SHOWN - SEE DETAIL EALC -q 5 CONCRETE STEPPER -COLOR TO BE SANDSTONE - SEE DETAIL F /SHEET LC-q OCONCRETE CURB AND GUTTER NATURAL GREY PER ENGINEERS PLANS - N.D. (NO DETAIL) STREET AND PARKING STALL PAVING PER CIVIL ENGINEERS PLANS - ND. NATURAL GREY DRIVEWAY APRON PER CIVIL ENGINEERS PLANS (TYP) - ND. O42" HT. TUBULAR STEEL FENCE- SEE DETAIL Z/L6-12 I® CONCRETE WALK AND STEPS WITH CHEEKHALL AND HANDRAIL, CHEEKHALL AND STEPS G ARE TO BE BE COLOR SANDSTONE'- HANDRAIL TO BE FRAZEE COLOR 6586A METROPOLIS' - SEE DETAILS G AND E LC-q AND M/L0-10 I I GARAGE LANDSCAPE POCKET (TYP) - SEE DETAIL T/1-6-11 12 OVERHEAD TRELLIS #1 - SEE DETAIL X&C -12 D 13 OVERHEAD TRELLIS #2 - SEE DETAIL 0/1-0-10 14 OVERHEAD TRELLI5 #3 - SEE DETAIL AA/1-6-13 IS INTEGRAL COLOR CONCRETE MOW CURB, DAV15 COLOR SANDSTONE' - SEE DETAIL 0 AA-C -q I6 CONCRETE BROW DITCH -PER CIVIL PLANS - COLOR TO BE 'TAUPE' U li IS" WIDE ACID ETCH CONCRETE BANDING WITH COLOR 'PALOMINO' FIELD TO BE 5RD CITY SUB. SANDSTONE WITH EXPOSED AGGREGATE FINISH, SCORE AS SHOWN - SEE DETAIL 5RD CITY SUB. D/LG -q Ia MOTOR COURT COLOR VEHICULAR PAVING FIELD TO BE SANDSTONE' WITH EXPOSED AGGREGATE FINISH. 16" WIDE ACID ETCH CONCRETE BANDING TO BE COLOR PALOMINO - SCORE AS SHOWN - SEE DETAIL 0/1-0-11 1q COLOR CONCRETE PEDESTRIAN PAVING TO BE DAVIS SANDSTONE' WITH MEDIUM APPROVED BROOM FINISH - SCORE LINES TO BE PERPENDICULAR TO ROUTE OF TRAVEL, SCORE AS SHORN- SEE DETAIL C/LC -q (201 DEEPENED CONCRETE EDGE AT TOT -LOT HALKHAY - SEE DETAIL G/LC -11 21 CONCRETE TOT -CURB TO BE 12AVI5 SANDSTONE'- SEE DETAIL 611C -q 22 G POLYETHYLENE BENCH TO BE -10" MODEL NUMBER 100068E WITH POHDERCOAT FRAME COLOR " BROWN". AVAILABLE THRU COAST RECREATION, INC. CONTACT MIKE E15ERT 014) 61q -0100 23 ORCO 'MISSION BROWN' SLUMPED BLOCK RETAINING HALL WITH PILASTERS - REFER TO CIVIL PLANS FOR STRUCTURAL ASPECTS 24 TOT LOT STRUCTURE PER LANDSCAPE 51RZTURES PLANS 25 FIBER PLAY RESILIENT SURFACING AVAILABLE FROM PROGRESSIVE M51ON PLAYGROUNDS - PROVIDES ADA ACCESS TO ENTIRE PLAY AREA -COLOR NATURAL BROWN 26 BUILDINGS PER ARCHITECTS PLANS Li PEDESTRIAN CROSSWALK VEHICULAR CONCRETE PAVING FIELD TO BE COLOR SANDSTONE' WITH EXF05M AGGREGATE FINISH. 16" WIDE ACID ETCH CONCRETE BANDING TO BE COLOR PALOMINO - SCORE AS 5HOHN - SEE DETAIL D/LC -g SHOVEL -GUT TURF EDGE N/1-0-10 NOTE: CONTROL AND EXPANSION JOINTS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY— SEE PAVING JOINTS DETAIL E /SHEET LC —q. CONTRACTOR 15 TO VERIFY CONTROL AND EXPAN51ON JOINTS IN THE FIELD. DIG ALI=RT CALIFORNIA STATE LAW SAYS YOU MU5T GALL BEFORE YOU DIG. GOVERNMENT CODE SECTION 4216 -421bq STATES THAT "EXCAVATION": GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING, TUNNELING, SGRAPI%, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, LAN05GAPE DIGGING PLUMBING, FENCE P05T OR ANY OTHER WAY. OUR PERMIT FOR GIGGING WILL NOT BE VALID WITHOUT A DIG ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. THERE 15 AL50 A I4-DAY WINDOW (5EGTION 4216.0) IN WHICH YOU MT COMPLETE THE PROPOSED DIGGING. IF YOU NILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS, IT 15 YOUR RESPONSIBILITY TO RECALL DIG ALERT. DIG ALERT TOLL-FOEE NUMBER 15 I- 800 -22-1-2600. FOR TITLE SHEET — SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND — SEE 5HEET5 21 -24 FOR CONSTRUCTION DIMEN51ON PLANS — SEE 5HEET5 25 -26.1 FOR CONSTRUCTION DETAILS 4 NOTES — SEE SHEaET5 2q -55.1 FOR IRRIGATION PLAN— 5EE SHEETS 56 -501 \ FOR IRRIGATION LEGEND — 5EE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS — SEE' HEET5 41 -47 FOR PLANTING PLANS: TREE5, 5HRUB5 AND GROUND VER — SEE 5HEET5 46 -51 FOR PLANTING DETAILS 4 NOTES — SEE 5HEET5 52 -53 REVISIONS IST CITY SUB. 01- 2q -0'1 5RD CITY SUB. 05 -10 -0i 5RD CITY SUB. 0- 7- 12 -011 MYLARS 0- I- 20 -0-7 DRAWN MS APPROVED -IP JOB NO. 06 -114 DATE 05 -10 -0? SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, GALL DIG ALERT ®: I — 800 -22-7 -2600 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS_PLANNING DEPARTMENT CITY OF ENCINITAS: ENG�I EERING DRAWING NO. t. D'' DESCRIPTION: XXXXXXXX D �K� . 9404 GENESEE AVENUE, SUITE 140 ®EP TMENT O� O XXXXXXX .� (� APPROVED BY: LOCATION: XXXXXXXXX HORIZONTAL: AS SHOWN LA JOLLA, CALIFORNIA 92037 -1339 AM 1111. AA • i 858. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: Z�G XXX VERTICAL: AS SHOWN ^�� CORAL COVE Si /S %07 'fC'.8�g�o FAX 819.558.9188 LC (OS- Ogp1M, v2 CDP, ETA) ELEVATION: ELEV: XXX DATUM: M.S.L. PUNNING DATE: SHEET 23 OF Ml MATOHLINE-r 5EF 5HEET LO-1 I ImpowAff 14m I'm Aa)fi5*cmm PWW - I 1r=•vm11d11_ e^mtm NE AND ROOF _jj ,'7k 1011 1 lial n, � Ij (-Iq( 9A 64,9 1 0D.L1 H: a. L SJ PAD=66.00 CONCRETE TO BE SANDSTONE SEE DETAIL F/SHEET LL--q UO FF=66.8.3 tvu T)g, PAD=63. 0 2Z�Cl PAL7=65.50 PAD=66.90 "6..7 Pt FF= 6 4.. FF=66.33 FF=6Z73 TE CURB AND GLITTER NATURAL &REY PER ENGINEERS PLANS - ND. (NO FF=6 =63. C '17 ji + PAD= TAIL) Im -"-L AM 6, 22 65.3 1, STREET AND PARKING STALL PAVING PER CIVIL ENGINEER'S PLANS - N.D. t�p [6 t7,1tt I 9 IL, � 1 G�1, -71 _,_c �_b NATURAL GREY DRIVEWAY APRON PER CIVIL ENGINEERS PLANS (TYPE - N.D. PJQ�- 6 U 6J.5 31 PAD=6J.70 Ff MOD FF=64.45 G 54� 1 I g 1 1 42" HT. TUBULAR STEEL FENCE- SEE DETAIL Z/1-0-12 X, (D 'A 14 ARE TO BE BE COLOR SANDSTONE'- HANDRAIL TO BE FRAZEE COLOR 65a6A FA CONCRETE WALK AND STEPS WITH CHEEKKALL AND HANDRAIL, CHEEKKALL AND 5TEP5 PAD=6,3. 70 METROPOLIS' - SEE DETAILS LAND E LC-xI AND M/LC-10 2" 11L G FF=64.45 GARAGE LANDSCAPE POCKET (TYP) SEE DETAIL TILC-Il -y 1�� '00p, V PXQ,=63.70 5 CL OVERHEAD TRELLIS #1 SEE DETAIL X/I.C­12 PAD=63.56 ffA FFz�7 45 FF=64.31 OVERHEAD MLL15 #2 SEE DETAIL O&C-10 PAD=63.56 PAD 63.70 , r if FF=64.45 MODEL 14+ COVE 15+00 ❑ FF=64.31 L) 54 WAYJ OVERHEAD TRELLIS #5 SEE DETAIL AAA-0-15 btZ 7_L I INTEGRAL COLOR CONCRETE MOW CURB, DAVIS COLOR SANDSTONE'- SEE DETAIL cy AAL--q I iylwh-_�-� 61 00�I ❑ MODEL CONCRETE BROW DITCH-PER. CIVIL PLANS- COLOR TO BE 'TAUPE' T-7 Lill SANDSTONE WITH EXPOSED AGGREGATE FINISH, SCORE AS SHOWN - SEE DETAIL 0" WIDE ACID ETCH CONCRETE BANDING WITH COLOR PALOMINO FIELD To BE --- --- ---- t_P\l 7: FA _Tj LU it MOTOR COAT COLOR VEHICULAR PAYING FIELD TO BE SANDSTONE WITH EXPOSED A66RESATEFIN15H. 16"KIDE ACID ETCH CONCRETE BANDING TO BE COLOR 15DIVI�ION % 1 7 /t 65.7 64� 4 1E ESE. PA r< PALOMINO- SCORE AS SHOWN -SEE DETAIL VILC,--q 51 UND Lj 3 r1x1 - sommms �L FS It III 44 0 I� if FS _G1 1' 1 10 66-3 7 COLOR CONCRETE PEDESTRIAN PAVING TO BE DAVIS SANDSTONE' WITH MEDIUM 65.2 iE Lu BROOM FINISH- SCORE LINES TO BE PERPENDICULAR TO ROUTE OF TRAVEL, SCORE AS 6/7- "I ii ___o, 5 1 .4 SHOWN- SEE DETAIL C/1-0-01 Q)L pp HP If 20 DEEPENED CONCRETE EDGE AT TOT-LOT WALKWAY SEE DETAIL 11+00 66__ 4 1374 54 7, PA TOT -CURB TO BE DAVIS SANDSTONE' -SEE DETAIL 65A.C­q -cm VE PAD=66. 10 CONCRETE TOT ` 41 y - i 2 PAD=66.70 j 2t� FF=66.93 PAD=64.30 1 66 1 TG FF=6Z5J if,, POLYETHYLENE BENCH TO BE '10" MODEL NUMBER 100088F WITH POPOERCOAT FRAME 45 FF=65. 13 G 65.6 1E COLOR "BROWN". AVAILABLE THRU COAST RECREATION, INC. C.ONTAcT MIKE E15ERT j 1E 65,4 `G 1� tt_ 66.7 fic (114) (olq-0100 54.9 /F 65. 55 65 4*7 ORCO M155ION BROWN' SLUMPED BLOCK RETAINING WALL WITH PILASTERS - REFER TO /E if I I an 25 2a 4-? CIVIL PLANS FOR STRUCTURAL ASPECTS �n . ... . ... ... PA PA 6,5,9 1 TOT LOT STRUCTURE PER LANDSCAPE STRUCTURES PLANS -q 46 46 37VM5 AsStfK) t7r' ------- PA _54. 1 P2 I 1` 8 FIBER PLAY RESILIENT SURFACING AVAILABLE FROM PR06RE551VE DESIGN I � I I mg, mp ���_ ti ......... . .... . -- --------------- ---------- --- PLAYGROUNDS- PROVIDES ADA ACCE'S'S TO ENTIRE PLAY AREA-COLOR NATURAL -- - - -- - ------ i BROWN ffv ---- el-75 7�7 ------ 'Ir BUILDIN66 PER ARCHITECTS PLANS 67 56 16 56 6" 56 45 16 ell 31i 16 611 611 r2D7 C'dcl� R11 PEDESTRIAN CRO'S'SWALK VEHICULAR CONCRETE PAVING FIELD TO BE COLOR - V) - - SANDSTONE' WITH EXPOSED A66RE&ATE FINISH. lb" H112E ACID ETCH CONCRETE BANvilsic, To m COLOR PALOMINO- SCORE As SHOWN SEE DETAIL V&C-q GI SUBDI\/1510NI VARY SHOVEL-CUT TURF E06E WLL-10 IF ANY OF THE FENCING 15 EXISTING FREE STANDING HALL IF ANY E FENCING 15 IF ANY OF THE FENCING 15 DAMAGED DURING THE 15 TO REMAIN DAM DURING THE DAMAGED DURING THE NOTE: 08CAp CONSTRUCTION PHASE THE G CTION PHASE THE CONSTRUCTION PHASE THE OWNER 15 TO REPLACE WITH A ER 15 TO REPLACE WITH A OWNER 15 TO REPLACE V41TH A CONTROL AND EXPAN510NJOINT5 kkerson FENCE OF LIKE MATERIAL AND FENCE OF LIKE MATERIAL AND FENCE OF LIKE MATERIAL AND 5HOAN ON THESE PLANS ARE FOR 4q* CONSTRUCTION. GON5TRIJOTION. CONSTRUCTION. REFERENCE ONLY- SEE PAYING f" POT PEDESTAL- SEE DETAIL RAL-11 0 JOINTS, DETAIL E/5HEET LG-q. 6' HT. MASONRY SLUMP BLOCK 50M WALL TO BE COLOR OR00 "MISSION BROWN"- TURF AREA- PER PLANTING PLAN CONTRACTOR 15 TO VERIFY CONTROL SEE DETAIL Y/SHEET 1-6-12. BLOCK RETAIN PER CIVIL ENGINEER - SEE LANDSCAPE PLANTING AREA (PA)- SOIL TO BE AMENDED PER PLANTING SPEC. AND EXPANSION JOINTS IN THE FIELD. JAL -q THIS SET FOR MATERIALS/ 4; 1; OVERTC'A01LMI5/1!ION BROWN' I%A 5/( rPJ `Q USP5 AF1565 CBUs MAILBOX- AVAILABLE THRU AUTH-FLORENCE MANUFACTURING. § CIVIL RAMP COLOR TO BE DAV15'TAUPE'TO MATCH ADJACENT PAVING 016 ALERT CONTACT: 50OX5.1141 16" HT. SEATKALL/RA15M PLAN DETAIL H/LC­A INTEGRAL COLOR CONCRETE PEDESTRIAN PAVING TO BE DAVIS SANDSTONE' WITH LITTER RECEPTACLE TO B DEL 1000114A. I THE 24- GALLON INTERNAL CONTAINER 56"X56" 50. PILASTER - SEE DETAIL 511-0-11 _JA�50\/E OROUND E�)R�r JTILIT�r LEOENE�) CALIFORNIA STATE LAN SAYS YOU MUST CALL BEFORE YOU Vlrv. GO`v`IERj4iiIENT CODE SECTION 4216-4216q STATES THAT "EXCAVATION": FPJ---\/1!510NS ACID ETCH FINISH, SCORE AS SHOWN- SEE DETAIL C/LC-.q MODEL NUMBER 15 TO 0116A. BOTH ARE AVAILABLE THRU COAST RECREATION, 24"X24" PILASTER - SEE DETAIL 5/1-6-11 GRADING, TRENCHING, 0166INC7, DITCHING, DRILLIW5 AUSMIWS, nNNELING, bl PRIVATE PATIO DECK DRAIN- SEE DETAIL EE/LC,-14 INC. CONTACT MI (114)-61cl-0100. 1�9 51�)O$E 5421 FAD TRANSFORMER (48 "X46') SGRAPI%, CABLE OR PIPE PLOWING, DRIVING, FOUNDATION 91661%, IST CITY SUB. ENTRY MONUMENT - SEE DETAIL OCA-6-14 LANDSCAPE DIGGING MI M1%, FENCE P05T OR ANY OTHER KAY. OUR 5fqz:> CITY SUB. 05-10-0-7 NO PARKI IPINr7 PER CIVIL ENGINEERING PLANS I PERMIT FOR 0166IN6 WILL NOT 13E VALID WITHOUT A 016 ALERT TICKET HOOD FENCE ON CIVIL RETAINING WALL- SEE DETAIL FIF/1-6-14 VEHICULAR CONCRETE RAMP PER CIVIL-COLOR To BETAUPE'NITH MEDIUM SALT FIN15H NUMBER AND NOTIFICATION THAT THE MARKOUT HA5 BEEN COMPLETED. 51ev cilry SUB. 017-12-01 (5 THERE 15 AL50 A 14-PAY HINDCH (SECTION 421bf(PJ) IN M41GH YOU HTST MrLAR5 O'l-20-Or7 46 36" E HOOD OATE - P/1.0-10 5POi$E 5523 r�ABLE JUNr.TION PEDESTAL (6q"X4015) COMPLETE THE PROP05EV VIGGIN6. IF YOU WILL KNEED ADD ITIONAL ASHBUIRY STREET MEANDERING WALK, BACKYARD PEDESTRIAN WALKWAY AND GATE 417 8 VEHICULAR OATES WITH OPTICON SENSOR AT EMERGENCY ACCESS- SEE DETAIL TIME BEYOND THE 14 DAYS. IT 15 YOUR RESPOW51BILITY TO RECALL P16 ACCESS TO BE DAVIS 'TAUPE' WITH MEDIUM SALT FINISH- SEE DETAIL CILC-q 60" HT. V4000 FENCE - SEE DETAIL 0/LC -10 EVAL-14 sEtc PEDESTAL %;zy 016 ALERT TOLL-FREE NUMBER 15 1-500-221-2600. NATURAL GREY MEDIUM BROOM FINISH VEHICULAR CONCRETE. SEE CONTROL AND 24"X24" 50. PILASTER - SEE DETAIL 511-0-11 VEHICLE GATE MOTOR LOCATION- SEE DETAIL DO/1-0-14 PRAWN me EXPANSION JOINT NOTE THIS SHEET- SEE DETIAL 011-0-LI (5 r�OX GABLE PEDESTAL 'N� 0 DECOMPOSED GRANITE PATH - SEE DETAIL 5131LO-15 POLYETHYLENE PICNIC TABLE TO BE LANDSCAPE STRUCTURES 64" MODEL NUMBER FOR TITLE 5HEET - SEE SHE 0 APPROVED jp INTEGRAL COLOR CONCRETE MOW CURB ALONG DECOMPOSED GRANITE TO 8 Ili WITH POMERCOAT FRAME COLOR "BROWN ". AVAILABLE THRU COAST LIGHT BOLLARD PEP, SEPARATE SUBMITTAL FOR CONSTRUCTION PLAN AND END - SEE SHEETS 21-24 BE DAVIS COLOR TAUPE' - SEE DETAIL BB/LC -13 5' MT. SLUMP BLOCK MASONRY WALL- COLOR TO BE ORCO "OTAY BROWN"- SEE RECREATION, INC. CONTAC1*IKE EISERT (114)-blq-0100 (9 DETAIL VA-0-11 FOR CONSTRUCTION DIMENSION PL -SEE SHEETS 25-244>.l JOB NO. 06-114 GUARDRAIL ON CIVIL RETAINING WALL- SEE DETAIL UA.C-II CONCRETE STEPS WITH CHEEKKALL TO BE STANDARD GREY - SEE DETAIL MILC-10 FOP, CONSTRUCTION DETAILS 4 NOTE EE SHEETS 2,51-55.1 DATE 05-10-01T EXISTING FENCEIN6 OF VARYING CONSTRICTION TO REMA (D CONCRETE PAVING AT TRASH ENCLOSURE TO BE STD. GREY - SEE DETAIL P/LC-q FOR IRRIGATION PLAN- SEE SHEETS (0- SCALE AS SHOWN POLYETHYLENE PICNIC TABLE TO BE LANDSCAPE STRUCTURES 84" MODEL NUMBER FOR IRRIGATION LEGEND - SEE SHEET 40 BACKYARD CIVIL RETAINING WALL-SEE DETAIL 0 T1415 SET FOR COLORS AND CONCRETE EDGE a DRIVEWAY TO MATCH ADJACENT PAVING - SEE DETAIL BAG-q 11515qK WITH POINVERCOAT FRAME COLOR M". AVAILABLE THRU COAST FOR IRRIGATION 5FIF-05, NOTES AND DETAILS - E SHEETS NOTE: BEFORE ANY MATERIALS EUS SHELTER -SEE DETAIL HILO-11 RECREATION, INC. CONTACT MIKE El =7R� 1q_OIOO 41-4-7 EXCAVATION BEOIN5, VEHICLE GATE PILASTER - SEE DETAIL SILL-11 20 10 0 20 40 -60 FOR PLANTING PLANS: TREES, 5HRUE35 AND &ROUND R CALL DIG ALERT @: bg TURF BLOCK PAVING WITH RESTRAINT CvE­RE5TRAININC7EPCjE COLOR TO BE- CAVIL RAMP- NATURAL GREY WITH LIGHT BROOM FINISH- PER CIVIL E11,115INEERS, PLANS 5EE 5HEETS 4&-51 1-500-22-7-2600 COLOR DAVIS 'TAUPE' WITH SALT SEE DETAIL YYILL-12 FOR PLANTING DETAILS NOTES SEE SHEETS 52-55 SCALE: 1" 20- 7" 9 66.00 �Z _aj 44 REVISIONS '000rAPPROVED DATE REFERENCES DATE BENCH MARK SCALE AM&WO VA4S CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF ENCINITAS: E N G I N E E R I N DRAWING NO. V-01 c> T"Is DESCRIPTION: X)=XXXX 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT 03-010 xxxxxxx LIS HORIZONTAL: AS SHOWN toll LA JOLLA, CALIFORNIA 92037-1339 APPROVED BY: LOCATION: XXMXXXX a r. =mm &Q1111421" 858 . 558 . 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CmwTm Rm VERTICAL: AS SHOWN Moody FAX 619 . 558 . 9188 ^^Vl= ry p Inc. CORAL (03 -"D79 DPv MA) LUDSWEAACHITEM.E DATE: 7 ELEVATION: ELEV6 XXX DATUM: M.S.L. 111, FLMNINr LC-4 S0H3E_ 24 OF Vo rp PA 60- 7111`_� x O SLEEVINS FOR IRRIGATION LATERALS/BUBBLERS, IRRIGATION WIRE AND ON AREA LIGHTING WHICH ARE ALL PART OF ---- ... - _PA_ THIS LANDSCAPE FACKA .22 SJ �4 1'8,4 ttip COLOR CONCRETE PATIO PAVING TO BE COLOR 'SANDSTONE, BROOMED FINISH 00 f -CONTRACTOR TO ALT. BID ACID POWER KA_5H FINISH- A c SHOWN K/ HAND C) NMI! ON I I i TOOLED JOINT - SEE DETAIL C AND E"-4. PRIVATE 10 WALL 19 TO BE CONS5TRUCTED PER ARCHITECTS PLANS. TION '4�2 ., . . 0 0 -------- ----- ------------ ------ --------------------- -------- VRAJJ� N DRAIN PER CIVIL PA, 25 I 66,t (D CONCRETE PAVING - PEDESTRIAN PAYING BE NATURAL CRAY COLOR WITH ACID 24 HP HP ETCH FINISH - ALL SITE WALKWAY TO W HAND TOOLED JOINTS AT 4'O.C. 25 4-7 4`7 0 1(4-11 UNLESS OTHER SCORE PATTERN IS WN -SEE DETAIL CA.C-q :2:2 61 22 21 1". 1�_� ckth j a 0 I I 21 66. TG (D EXPANSION JOINT - IVOL OR WHERE SHOWN ON PLANS -SEE DETAIL CILC-q 5 22 PA i �* I , t P IPA --- '5 7_1 F6 66 4 TC-' X1 it i ii 4 SAW CUT SCORE AS SHOWN - SEE DETAIL E"A _jj ,'7k 1011 1 lial n, � Ij (-Iq( 9A 64,9 1 0D.L1 H: a. L SJ PAD=66.00 CONCRETE TO BE SANDSTONE SEE DETAIL F/SHEET LL--q UO FF=66.8.3 tvu T)g, PAD=63. 0 2Z�Cl PAL7=65.50 PAD=66.90 "6..7 Pt FF= 6 4.. FF=66.33 FF=6Z73 TE CURB AND GLITTER NATURAL &REY PER ENGINEERS PLANS - ND. (NO FF=6 =63. C '17 ji + PAD= TAIL) Im -"-L AM 6, 22 65.3 1, STREET AND PARKING STALL PAVING PER CIVIL ENGINEER'S PLANS - N.D. t�p [6 t7,1tt I 9 IL, � 1 G�1, -71 _,_c �_b NATURAL GREY DRIVEWAY APRON PER CIVIL ENGINEERS PLANS (TYPE - N.D. PJQ�- 6 U 6J.5 31 PAD=6J.70 Ff MOD FF=64.45 G 54� 1 I g 1 1 42" HT. TUBULAR STEEL FENCE- SEE DETAIL Z/1-0-12 X, (D 'A 14 ARE TO BE BE COLOR SANDSTONE'- HANDRAIL TO BE FRAZEE COLOR 65a6A FA CONCRETE WALK AND STEPS WITH CHEEKKALL AND HANDRAIL, CHEEKKALL AND 5TEP5 PAD=6,3. 70 METROPOLIS' - SEE DETAILS LAND E LC-xI AND M/LC-10 2" 11L G FF=64.45 GARAGE LANDSCAPE POCKET (TYP) SEE DETAIL TILC-Il -y 1�� '00p, V PXQ,=63.70 5 CL OVERHEAD TRELLIS #1 SEE DETAIL X/I.C­12 PAD=63.56 ffA FFz�7 45 FF=64.31 OVERHEAD MLL15 #2 SEE DETAIL O&C-10 PAD=63.56 PAD 63.70 , r if FF=64.45 MODEL 14+ COVE 15+00 ❑ FF=64.31 L) 54 WAYJ OVERHEAD TRELLIS #5 SEE DETAIL AAA-0-15 btZ 7_L I INTEGRAL COLOR CONCRETE MOW CURB, DAVIS COLOR SANDSTONE'- SEE DETAIL cy AAL--q I iylwh-_�-� 61 00�I ❑ MODEL CONCRETE BROW DITCH-PER. CIVIL PLANS- COLOR TO BE 'TAUPE' T-7 Lill SANDSTONE WITH EXPOSED AGGREGATE FINISH, SCORE AS SHOWN - SEE DETAIL 0" WIDE ACID ETCH CONCRETE BANDING WITH COLOR PALOMINO FIELD To BE --- --- ---- t_P\l 7: FA _Tj LU it MOTOR COAT COLOR VEHICULAR PAYING FIELD TO BE SANDSTONE WITH EXPOSED A66RESATEFIN15H. 16"KIDE ACID ETCH CONCRETE BANDING TO BE COLOR 15DIVI�ION % 1 7 /t 65.7 64� 4 1E ESE. PA r< PALOMINO- SCORE AS SHOWN -SEE DETAIL VILC,--q 51 UND Lj 3 r1x1 - sommms �L FS It III 44 0 I� if FS _G1 1' 1 10 66-3 7 COLOR CONCRETE PEDESTRIAN PAVING TO BE DAVIS SANDSTONE' WITH MEDIUM 65.2 iE Lu BROOM FINISH- SCORE LINES TO BE PERPENDICULAR TO ROUTE OF TRAVEL, SCORE AS 6/7- "I ii ___o, 5 1 .4 SHOWN- SEE DETAIL C/1-0-01 Q)L pp HP If 20 DEEPENED CONCRETE EDGE AT TOT-LOT WALKWAY SEE DETAIL 11+00 66__ 4 1374 54 7, PA TOT -CURB TO BE DAVIS SANDSTONE' -SEE DETAIL 65A.C­q -cm VE PAD=66. 10 CONCRETE TOT ` 41 y - i 2 PAD=66.70 j 2t� FF=66.93 PAD=64.30 1 66 1 TG FF=6Z5J if,, POLYETHYLENE BENCH TO BE '10" MODEL NUMBER 100088F WITH POPOERCOAT FRAME 45 FF=65. 13 G 65.6 1E COLOR "BROWN". AVAILABLE THRU COAST RECREATION, INC. C.ONTAcT MIKE E15ERT j 1E 65,4 `G 1� tt_ 66.7 fic (114) (olq-0100 54.9 /F 65. 55 65 4*7 ORCO M155ION BROWN' SLUMPED BLOCK RETAINING WALL WITH PILASTERS - REFER TO /E if I I an 25 2a 4-? CIVIL PLANS FOR STRUCTURAL ASPECTS �n . ... . ... ... PA PA 6,5,9 1 TOT LOT STRUCTURE PER LANDSCAPE STRUCTURES PLANS -q 46 46 37VM5 AsStfK) t7r' ------- PA _54. 1 P2 I 1` 8 FIBER PLAY RESILIENT SURFACING AVAILABLE FROM PR06RE551VE DESIGN I � I I mg, mp ���_ ti ......... . .... . -- --------------- ---------- --- PLAYGROUNDS- PROVIDES ADA ACCE'S'S TO ENTIRE PLAY AREA-COLOR NATURAL -- - - -- - ------ i BROWN ffv ---- el-75 7�7 ------ 'Ir BUILDIN66 PER ARCHITECTS PLANS 67 56 16 56 6" 56 45 16 ell 31i 16 611 611 r2D7 C'dcl� R11 PEDESTRIAN CRO'S'SWALK VEHICULAR CONCRETE PAVING FIELD TO BE COLOR - V) - - SANDSTONE' WITH EXPOSED A66RE&ATE FINISH. lb" H112E ACID ETCH CONCRETE BANvilsic, To m COLOR PALOMINO- SCORE As SHOWN SEE DETAIL V&C-q GI SUBDI\/1510NI VARY SHOVEL-CUT TURF E06E WLL-10 IF ANY OF THE FENCING 15 EXISTING FREE STANDING HALL IF ANY E FENCING 15 IF ANY OF THE FENCING 15 DAMAGED DURING THE 15 TO REMAIN DAM DURING THE DAMAGED DURING THE NOTE: 08CAp CONSTRUCTION PHASE THE G CTION PHASE THE CONSTRUCTION PHASE THE OWNER 15 TO REPLACE WITH A ER 15 TO REPLACE WITH A OWNER 15 TO REPLACE V41TH A CONTROL AND EXPAN510NJOINT5 kkerson FENCE OF LIKE MATERIAL AND FENCE OF LIKE MATERIAL AND FENCE OF LIKE MATERIAL AND 5HOAN ON THESE PLANS ARE FOR 4q* CONSTRUCTION. GON5TRIJOTION. CONSTRUCTION. REFERENCE ONLY- SEE PAYING f" POT PEDESTAL- SEE DETAIL RAL-11 0 JOINTS, DETAIL E/5HEET LG-q. 6' HT. MASONRY SLUMP BLOCK 50M WALL TO BE COLOR OR00 "MISSION BROWN"- TURF AREA- PER PLANTING PLAN CONTRACTOR 15 TO VERIFY CONTROL SEE DETAIL Y/SHEET 1-6-12. BLOCK RETAIN PER CIVIL ENGINEER - SEE LANDSCAPE PLANTING AREA (PA)- SOIL TO BE AMENDED PER PLANTING SPEC. AND EXPANSION JOINTS IN THE FIELD. JAL -q THIS SET FOR MATERIALS/ 4; 1; OVERTC'A01LMI5/1!ION BROWN' I%A 5/( rPJ `Q USP5 AF1565 CBUs MAILBOX- AVAILABLE THRU AUTH-FLORENCE MANUFACTURING. § CIVIL RAMP COLOR TO BE DAV15'TAUPE'TO MATCH ADJACENT PAVING 016 ALERT CONTACT: 50OX5.1141 16" HT. SEATKALL/RA15M PLAN DETAIL H/LC­A INTEGRAL COLOR CONCRETE PEDESTRIAN PAVING TO BE DAVIS SANDSTONE' WITH LITTER RECEPTACLE TO B DEL 1000114A. I THE 24- GALLON INTERNAL CONTAINER 56"X56" 50. PILASTER - SEE DETAIL 511-0-11 _JA�50\/E OROUND E�)R�r JTILIT�r LEOENE�) CALIFORNIA STATE LAN SAYS YOU MUST CALL BEFORE YOU Vlrv. GO`v`IERj4iiIENT CODE SECTION 4216-4216q STATES THAT "EXCAVATION": FPJ---\/1!510NS ACID ETCH FINISH, SCORE AS SHOWN- SEE DETAIL C/LC-.q MODEL NUMBER 15 TO 0116A. BOTH ARE AVAILABLE THRU COAST RECREATION, 24"X24" PILASTER - SEE DETAIL 5/1-6-11 GRADING, TRENCHING, 0166INC7, DITCHING, DRILLIW5 AUSMIWS, nNNELING, bl PRIVATE PATIO DECK DRAIN- SEE DETAIL EE/LC,-14 INC. CONTACT MI (114)-61cl-0100. 1�9 51�)O$E 5421 FAD TRANSFORMER (48 "X46') SGRAPI%, CABLE OR PIPE PLOWING, DRIVING, FOUNDATION 91661%, IST CITY SUB. ENTRY MONUMENT - SEE DETAIL OCA-6-14 LANDSCAPE DIGGING MI M1%, FENCE P05T OR ANY OTHER KAY. OUR 5fqz:> CITY SUB. 05-10-0-7 NO PARKI IPINr7 PER CIVIL ENGINEERING PLANS I PERMIT FOR 0166IN6 WILL NOT 13E VALID WITHOUT A 016 ALERT TICKET HOOD FENCE ON CIVIL RETAINING WALL- SEE DETAIL FIF/1-6-14 VEHICULAR CONCRETE RAMP PER CIVIL-COLOR To BETAUPE'NITH MEDIUM SALT FIN15H NUMBER AND NOTIFICATION THAT THE MARKOUT HA5 BEEN COMPLETED. 51ev cilry SUB. 017-12-01 (5 THERE 15 AL50 A 14-PAY HINDCH (SECTION 421bf(PJ) IN M41GH YOU HTST MrLAR5 O'l-20-Or7 46 36" E HOOD OATE - P/1.0-10 5POi$E 5523 r�ABLE JUNr.TION PEDESTAL (6q"X4015) COMPLETE THE PROP05EV VIGGIN6. IF YOU WILL KNEED ADD ITIONAL ASHBUIRY STREET MEANDERING WALK, BACKYARD PEDESTRIAN WALKWAY AND GATE 417 8 VEHICULAR OATES WITH OPTICON SENSOR AT EMERGENCY ACCESS- SEE DETAIL TIME BEYOND THE 14 DAYS. IT 15 YOUR RESPOW51BILITY TO RECALL P16 ACCESS TO BE DAVIS 'TAUPE' WITH MEDIUM SALT FINISH- SEE DETAIL CILC-q 60" HT. V4000 FENCE - SEE DETAIL 0/LC -10 EVAL-14 sEtc PEDESTAL %;zy 016 ALERT TOLL-FREE NUMBER 15 1-500-221-2600. NATURAL GREY MEDIUM BROOM FINISH VEHICULAR CONCRETE. SEE CONTROL AND 24"X24" 50. PILASTER - SEE DETAIL 511-0-11 VEHICLE GATE MOTOR LOCATION- SEE DETAIL DO/1-0-14 PRAWN me EXPANSION JOINT NOTE THIS SHEET- SEE DETIAL 011-0-LI (5 r�OX GABLE PEDESTAL 'N� 0 DECOMPOSED GRANITE PATH - SEE DETAIL 5131LO-15 POLYETHYLENE PICNIC TABLE TO BE LANDSCAPE STRUCTURES 64" MODEL NUMBER FOR TITLE 5HEET - SEE SHE 0 APPROVED jp INTEGRAL COLOR CONCRETE MOW CURB ALONG DECOMPOSED GRANITE TO 8 Ili WITH POMERCOAT FRAME COLOR "BROWN ". AVAILABLE THRU COAST LIGHT BOLLARD PEP, SEPARATE SUBMITTAL FOR CONSTRUCTION PLAN AND END - SEE SHEETS 21-24 BE DAVIS COLOR TAUPE' - SEE DETAIL BB/LC -13 5' MT. SLUMP BLOCK MASONRY WALL- COLOR TO BE ORCO "OTAY BROWN"- SEE RECREATION, INC. CONTAC1*IKE EISERT (114)-blq-0100 (9 DETAIL VA-0-11 FOR CONSTRUCTION DIMENSION PL -SEE SHEETS 25-244>.l JOB NO. 06-114 GUARDRAIL ON CIVIL RETAINING WALL- SEE DETAIL UA.C-II CONCRETE STEPS WITH CHEEKKALL TO BE STANDARD GREY - SEE DETAIL MILC-10 FOP, CONSTRUCTION DETAILS 4 NOTE EE SHEETS 2,51-55.1 DATE 05-10-01T EXISTING FENCEIN6 OF VARYING CONSTRICTION TO REMA (D CONCRETE PAVING AT TRASH ENCLOSURE TO BE STD. GREY - SEE DETAIL P/LC-q FOR IRRIGATION PLAN- SEE SHEETS (0- SCALE AS SHOWN POLYETHYLENE PICNIC TABLE TO BE LANDSCAPE STRUCTURES 84" MODEL NUMBER FOR IRRIGATION LEGEND - SEE SHEET 40 BACKYARD CIVIL RETAINING WALL-SEE DETAIL 0 T1415 SET FOR COLORS AND CONCRETE EDGE a DRIVEWAY TO MATCH ADJACENT PAVING - SEE DETAIL BAG-q 11515qK WITH POINVERCOAT FRAME COLOR M". AVAILABLE THRU COAST FOR IRRIGATION 5FIF-05, NOTES AND DETAILS - E SHEETS NOTE: BEFORE ANY MATERIALS EUS SHELTER -SEE DETAIL HILO-11 RECREATION, INC. CONTACT MIKE El =7R� 1q_OIOO 41-4-7 EXCAVATION BEOIN5, VEHICLE GATE PILASTER - SEE DETAIL SILL-11 20 10 0 20 40 -60 FOR PLANTING PLANS: TREES, 5HRUE35 AND &ROUND R CALL DIG ALERT @: bg TURF BLOCK PAVING WITH RESTRAINT CvE­RE5TRAININC7EPCjE COLOR TO BE- CAVIL RAMP- NATURAL GREY WITH LIGHT BROOM FINISH- PER CIVIL E11,115INEERS, PLANS 5EE 5HEETS 4&-51 1-500-22-7-2600 COLOR DAVIS 'TAUPE' WITH SALT SEE DETAIL YYILL-12 FOR PLANTING DETAILS NOTES SEE SHEETS 52-55 SCALE: 1" 20- 7" 9 66.00 �Z _aj 44 REVISIONS '000rAPPROVED DATE REFERENCES DATE BENCH MARK SCALE AM&WO VA4S CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF ENCINITAS: E N G I N E E R I N DRAWING NO. V-01 c> T"Is DESCRIPTION: X)=XXXX 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT 03-010 xxxxxxx LIS HORIZONTAL: AS SHOWN toll LA JOLLA, CALIFORNIA 92037-1339 APPROVED BY: LOCATION: XXMXXXX a r. =mm &Q1111421" 858 . 558 . 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CmwTm Rm VERTICAL: AS SHOWN Moody FAX 619 . 558 . 9188 ^^Vl= ry p Inc. CORAL (03 -"D79 DPv MA) LUDSWEAACHITEM.E DATE: 7 ELEVATION: ELEV6 XXX DATUM: M.S.L. 111, FLMNINr LC-4 S0H3E_ 24 OF Vo rp IF MINT VF IftG FCINUIINV 17 DAMAGED DURING THE CONSTRUCTION PHASE THE OWNER 15 TO REPLACE WITH A FENCE OF LIKE MATERIAL AND CONSTRUCTION. 33 POT PEDESTAL- SEE DETAIL R/LC -II O614T. MA50NRY SLUMP BLOCK SOUND WALL TO BE COLOR ORCO "M15510N BROWN" - SEE DETAIL Y /5HEET LC-12. 37 U5P5 AFI565 CBU$ MAILBOX- AVAILABLE THRU AUTH- FLORENCE MANUFACTURING. CONTACT: 800.275.1141 60 INTEGRAL COLOR CONCRETE PEDE5TRIAN PAVING TO BE DAVI5 'SANDSTONE' WITH ACID ETCH FINISH, SCORE AS SHOWN - SEE DETAIL G/LG -q 61 PRIVATE PATIO DECK DRAIN- SEE DETAIL EMA.0 -14 62 WOOD FENCE ON CIVIL RETAINING WALL- SEE DETAIL FFA.0-14 63 A5H5URY STREET MEANDERING WALK, BACKYARD PEDESTRIAN WALKWAY AND GATE ACCE55 TO BE DAV15 'TAUPE' WITH MEDIUM SALT FINISH- SEE DETAIL CA.G -q 64 NATURAL GREY MEDIUM BROOM FINISH VEHICULAR CONCRETE. SEE CONTROL AND EXPANSION JOINT NOTE THI5 5HEET- SEE DETIAL DA.0 -q 68 INTEGRAL COLOR CONCRETE MOW CURB ALONG DECOMPOSED GRANITE WALKWAY TO BE DAVIS COLOR 'TAUPE' - SEE DETAIL 55AX -13 bb GUARDRAIL ON CIVIL RETAINING WALL- SEE DETAIL UAL-II 6"1 EXISTING FENICEIN6 OF VARYING CONSTRUCTION TO REMAIN bS BACKYARD CIVIL RETAINING WALL -5EE DETAIL LA_C -10 THIS SET FOR COLORS AND MATERIALS 6Q TURF BLOCK PAVING WITH RESTRAINING EDGE- RE5TRAININ6 EDGE COLOR TO BE- COLOR DAVIS 'TAUPE' WITH SALT FINISH- WE DETAIL YYAZ -12 70 SEASHELL GOBBLE, 3" DEEP LAYER, SUBMIT 5AMPLE FOR APPROVAL REVISIONS JAPPROVED I DATE I REFERENCES MATCHL I NE E:Al1 I IINV F1CLC 7IMINVIINV fv^LL 15 TO REMAIN 5EE 5HEET LO -1 IF MINI VF IML. FLINV IINV 17 DAMAGED DURING THE CONSTRUCTION PHASE THE OWNER 15 TO REPLACE WITH A FENCE OF LIKE MATERIAL AND CONSTRUCTION. 42 ORGO 'M155ION BROWN SLUMP BLOCK RETAINING WALL PER CIVIL ENGINEER. - SEE 3O DETAIL K/1-6-4 THIS SET FOR MATERIAL5 /00LOR5 31 43 18" HT. SEATWALL/RAISED PLANTER -5EE DETAIL H/LC -q 32 44 LITTER RECEPTACLE TO BE MODEL IOOOg4A. THE 24- 6ALLON INTERNAL CONTAINER MODEL NUMBER 15 TO BE 1000016A. BOTH ARE AVAILABLE THRU COAST RECREATION, 33 INC. CONTACT MIKE E15ERT M4) -6141 -0100. 34 45 "NO PARKING" STRIPING PER CIVIL ENGINEERING, PLANS 35 46 56 WIDE WOOD GATE - PA-C-10 4'f 60" HT. WOOD FENCE -5EE DETAIL OJI -C -10 36 24 "X24" 50. PILASTER - SEE DETAIL 5A.0 -II 5 (311 DECOMPOSED GRANITE PATH - SEE DETAIL BBA.G -13 38 50 5' HT. SLUMP BLOCK MASONRY WALL- COLOR TO BE ORCO "OTAY BROWN " - SEE DETAIL V/LG -II 31 341 CONCRETE PAVING AT TRASH ENCLOSURE TO BE STD. GREY -5EE DETAIL DA.G -q 52 40 CONCRETE EDGE ® DRIVEWAY TO MATCH ADJACENT PAVING - SEE DETAIL GA.0 -q 33 BUS SHELTER - SEE DETAIL NULL -II 341 CIVIL RAMP- NATURAL GREY WITH LIGHT BROOM FINISH- PER CIVIL ENGINEER'S PLPLAINS 41 TURF AREA - PER PLANTING PLAN LANDSCAPE PLANTING AREA (PAJ- SOIL TO BE AMENDED PER PLANTING SPEC. CIVIL RAMP COLOR TO BE DAVI5 TAUPE' TO MATCH ADJACENT PAVING 36 "X36" 50 PILASTER - SEE DETAIL 51LG -II 24 "X24" PILASTER - SEE DETAIL S&C -II ENTRY MONUMENT - SEE DETAIL C -C" -14 VEHICULAR CONCRETE RAMP PER CIVIL -DOLOR TO BE'TAUPE' WITH MEDIUM SALT FINISH VEHICULAR GATES WITH OPTICON SENSOR AT EMERGENCY ACCESS- 5EE DETAIL DDA.G-14 VEHICLE &ATE MOTOR LOCATION- SEE DETAIL DD/L0-14 POLYETHYLENE PICNIC TABLE TO BE LANDSCAPE 5TRUCTURE5 84" MODEL NUMBER 11315gJ WITH POWDERGOAT FRAME COLOR °BROWN ". AVAILABLE THRU COA5T RECREATION, INC. CONTACT MIKE E15MT (114) -6141 -0100 CONCRETE STEPS WITH GHEEKWALL TO BE STANDARD GREY - SEE DETAIL M/LC-10 POLYETHYLENE PICNIC TABLE TO BE LANDSCAPE STRUCTURES 84" MODEL NUMBER 11513gK WITH POWDERCOAT FRAME COLOR "BROWN ". AVAILABLE THRU COA5T RECREATION, INC. CONTACT MIKE E15ERT (114) -6141 -0100 VEHICLE 6ATE PILASTER - SEE DETAIL 5/LC -II DATE BENCH MARK SCALE ApP9G%(QL-S DESCRIPTION:XXXXXXXX PQxmM( DED Ac�Li%�� • j XXXXXXX HORIZONTAL: AS SHOWN N LOCATION: XXXXXXXXX W- �y 0- XXX VERTICAL: AS SHOWN �� ; a, p/+d E ;Q�(7�L3 ELEVATION: ELEV: XXX DATUM: M.S.L. IF ANY OF THE FENCING 15 DAMAGED DURING THE CONSTRUCTION PHASE THE OWNER 15 TO REPLACE WITH A FENCE OF LIKE MATERIAL AND CONSTRUCTION. AE30\/E GROUND UTILITY LEC-;ENI�) r7j SDG B E 3421 PAD 7RAN5F0RMER (48 "X46) ® SD &#E 3525 GABLE JUNCTION PEDESTAL (6a "X40.759 O 550 PEDESTAL QQ GOX GABLE PEDESTAL LI &HT BOLLARD PER SEPARATE 5UBMITTAL 20 10 0 20 40 60 SCALE: 1" = 20' CITY OF ENCINITAS PLANNING DEPARTMENT I, 9404 GENESEE AVENUE, SUITE 140 APPROVED BY: LA JOLLA, CALIFORNIA 92037 -1339 858 . 558 . 8977 FAX 619 . 558 . 9188 1 1 DATE: m II 0 ` 12 1 v 14 JJU S , ^^ �1 j I6 V/le IMPORTANT NOTE FOR ALL V13V_U_ A PAVING TH WU&IOUT THE SITE- PRIOR TO FORMING, CONTRACTOR 15 TO YERIFY ALL BACKBONE AND ROOF DRAINS, AND ALL 51-E£VING FOR IRRIGATION LATERALS/BUBBLERS, IRRI6ATION WIRE AND COMMON AREA LIGHTING WHICH ARE ALL PART OF THIS LANDSCAPE PACKAGE COLOR CONCRETE PATIO PAVING TO BE COLOR 'SANDSTONE' WITH GROOMED FINISH - CONTRACTOR TO ALT. BID ACID POWER WASH FIN15H -50ORE AS SHOWN W/ HAND TOOLED JOINT- SEE DETAIL G AND E/LG -4 . PRIVATE PATIO WALL 15 TO BE CONSTRUCTED PER ARCHITECT'S PLANS. DRAIN CONNECTION PER CIVIL CONCRETE PAVINS - PEDESTRIAN PAVING TO BE NATURAL GRAY COLOR WITH ACID ETCH FINISH - ALL 51TE WALKWAY TO BE SCORED Al HAND TOOLED JOINTS AT 4' O.G. UNLE55 OTHER SCORE PATTERN 15 SHOWN -SEE DETAIL G/LG -q EXPANSION JOINT - I5 D.G. TYP. OR WHERE SHOWN ON PLANS -SEE DETAIL CA-0-q SAW CUT SCORE JOINT AS SHOWN - SEE DETAIL E/LC -41 CONCRETE STEPPER -COLOR TO BE SANDSTONE - SEE NAIL F /SHEET LC.-q CONCRETE CURB AND GUTTER NATURAL GREY PER ENGINEER'S PLANS - ND. (NO DETAIL) STREET AND PARKING STALL PAVING PER CIVIL ENGINEER'S PLANS - ND. NATURAL GREY DRIVEWAY APRON PER CIVIL ENGINEERS PLANS (TYP) - ND. 42" HT. TUBULAR STEEL FENCE- 5EE DETAIL Z/LG -12 CONCRETE WALK AND STEPS WITH GHEEKWALL AND HANDRAIL, GHEEKWALL AND 5TEP5 ARE TO BE BE COLOR 'SANDSTONE'- HANDRAIL TO BE FRAZEE COLOR 8586A METROPOLIS'- SEE DETAILS G AND E LC ­4 AND MA.0 -10 GARAGE LANDSCAPE POCKET (TYP) - SEE DETAIL TAG -11 OVERHEAD TRELL15 #1 - SEE DETAIL X/LG -12 OVERHEAD TRELLIS 02 - SEE DETAIL OA.0 -10 OVERHEAD TRELLIS #3 - SEE DETAIL AA/LC-15 INTEGRAL COLOR CONCRETE MOW CURB, DAVIS COLOR SANDSTONE' - SEE DETAIL A/LG -q CONCRETE BROW DITCH -PER CIVIL PLANS- COLOR TO BE 'TAUPE' COLOR CONCRETE PEDESTRIAN PAVING TO BE DAVIS 'SANDSTONE' WITH MEDIUM BROOM FINISH- SCORE LINES TO BE PERPENDICULAR TO ROUTE OF TRAVEL, SCORE AS SHOWN- SEE DETAIL CA.0 -q DEEPENED CONCRETE EDGE AT TOT -LOT WALKWAY - SEE DETAIL &AC-q CONCRETE TOT -CURB TO BE DAVIS SANDSTONE'- SEE DETAIL 6AL-41 POLYETHYLENE BENCH TO 5E'70" MODEL NUMBER 100088F WITH POWDERCOAT FRAME COLOR "BROWN" AVAILABLE THRU COAST RECREATION, INC. CONTACT MIKE E15ERT (114) 6141-0100 ORCO 'MI551ON BROWN' SLUMPED BLOCK RETAINING WALL WITH PILASTERS - REFER TO CIVIL PLANS FOR STRUCTURAL ASPECTS TOT LOT STRUCTURE PER LANDSCAPE STRUCTURES PLANS FIBER PLAY RESILIENT SURFACING AVAILABLE FROM FROGRE551VE DESIGN PLAYSM05- PROVIDE5 ADA ACCESS TO ENTIRE PLAY AREA -COLOR NATURAL BROWN 5UILDIN65 PER ARCHITECTS PLANS PEDESTRIAN OR055WALK VEHICULAR CONCRETE PAVING FIELD TO BE COLOR SAND5TONE' WITH EXPOSED AGGREGATE FINISH. 18" WIDE ACID ETCH CONCRETE BANDING TO BE COLOR PALOMINO - SCORE AS SHOWN - SEE DETAIL 12/LC-`I SHOVEL -GUT TURF EDGE NA.C-10 NOTE: CONTROL AND EXPAN51 ON JOINTS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY— 5EE PAVING JOINTS DETAIL E /5HEE7 LC —q. CONTRACTOR 15 TO VERIFY CONTROL AND EXPANSION JOIN75 IN THE FIELD. DIG ALERT CALIFORNIA STATE LAW SAYS YOU MUST GALL BEFORE YOU 0I6. GOVERNMENT CODE 5ECTION 4216-42164 5TATE5 THAT "EXCAVATION ": GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING, TUNNELING, SCRAPING, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, LANDSCAPE 0I66ING PLUMBING, FENCE POST OR ANY OTHER WAY. OUR PERMIT FOR DIGGING WILL NOT 13E VALID WITHOUT A DI6 ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HA5 BEEN COMPLETED. THERE 15 AL50 A 14-DAY WINDOW (SECTION 42I64*E)) IN WHICH YOU MU5T COMPLETE THE PROPOSED 01661N6. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RE5PON5I5ILITY TO RECALL 12I6 ALERT. DIG ALERT TOLL -FREE NUMBER 15 1 -800- 221 -2600. FOR TITLE SHEET - SEE 5HEET 20 FOR CONSTRUCTION PLAN AND LEGEND - 5EE SHEETS 21 -24 FOR CONSTRUCTION DIMEN5ION PLANS - SEE 5HEET5 25 -28.1 FOR CONSTRUCTION DETAILS B NOTES - SEE 5HEET5 241 -35.1 FOR IRRIGATION PLAN- 5EE 5HEET5 36 -3q FOR IRRIGATION LEGEND - SEE 5HEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLAN5: TREES, 5HRU55 AND GROUNDCOVER - 5EE 5HEET5 48 -5I - 5EE 5HEET5 52 -53 CITY OF ENCINITAS: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CORAL COVE REVISIONS 157 CITY sus. 0I -24 -01 3RD CITY 5U5. 05 -10 -01 3RD CITY SUB. 07 -12 -01 MYLAR5 01 -20 -01 CLIENT CHAN6E5 - 08/14/13 DRAWN MS AFFROVED JP JOB NO. 06 -II4 DATE 05 -10 -01 SCALE A5 51HOWN NOTE: BEFORE ANY EXGA\/ATION BEGINS, CALL DIG ALERT @: - 800 -22-7 -2600 ENGINEERING DEPARTMENT LC -4 DRAWING NO. TM 03 -090 372 —G (aY 090 nlr, OR 00 Ern) SHEET 24AOF 53 Q I 4 F i REVISIONS DATE I REFERENCES DATE BENCH MARK SCALE Affl DESCRIPTION:XXXXXXXX 'R FCVfA "OET% XX)XXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX 96 �fA XXX VERTICAL: AS SHOWN pR; ELEVATION: ELEV. XXX DATUM: M.S.L. 20 10 f kL.'S Ao + + sfelo 9404 GENESEE AVENUE, SUrrE 140 s, I LA JOLLA, CALIFORNIA 92037 -1339 pp 858. 558. 8977 G' : 11741 3 FAX 619. 558. 9188 O 20 40 60 SCALE: 1" = 20' CITY OF ENCINRAS PLANNING DEPARTMENT APPROVED BY: DATE: lnl V1'l� CIVIL ENGINEER TO 5TAKE LAYOUT OF WALKWAY - CONTRACTOR TO NOTIFY AND OBTAIN APPROVAL 1 v Lu Lu T/ q) Lu u q) tu 7- FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE 5HEET5 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE 5HEET5 25 -25.1 FOR CONSTRUCTION DETAILS 8 NOTES - SEE SHEETS 2cf-36.1 FOR IRRIGATION PLAN- 5EE 5HEET5 36 -3W FOR IRRIGATION LEGEND - 5EE SHEET 40 FOR IRRIGATION 5PEC5, NOTES AND DETAILS - SEE 5HEET5 41 -4i FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE 5HEET5 48 -5I FOR PLANTING DETAILS 8 NOTES - SEE 5HEET5 52 -55 CITY OF ENCINITAS: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CORAL COVE CONCRETE (MIN. THREE i�r�JFiC7�F =. IST CITY SUB. 0I- 29-07 3RD CITY 5U5. 05 -10 -07 5RD CITY 5U5. 07 -12 -07 MYLAR5 07 -20 -07 DRAWN M5 APPROVED JP J05 NO. 06-114 DATE 05 -10 -07 SCALE AS 5HOAN NOTE: BEFORE ANY EXCAVATION BEGINS, GALL D 1 G ALERT @: 1 -800 -221-2600 ENGINEERING DEPARTMENT ION PLAN LC ®5 DRAWING NO. TM 09-090 872 -G (03 -090 TM. 0R CDP. EM) SHEET 25AOF 53 O (u 77 V lu lu 0 lu z v REVISIONS APP OVED DATE 1 6 REFERENCES DATE I BENCH MARK SCALE 7L B' '( LO-140 DESCRIPTION:XXXXXXXX XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX XXX VERTICAL: AS SHOWN ELEVATION: ELEV. XXX DATUM: M.S.L. 20 10 O 20 40 80 NEEL SCALE: 1" = 20' N , I.•. 9404 GENE3EE AVENUE, SUITE 140 LA JOLLA, CALIFORNIA 92037 -1339 858. 558. 8977 FAX 819 . 558 . 9188 CITY OF ENCINITAS PLANNING DEPARTMENT APPROVED BY: DATE: i i I T 7 I I FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 6 NOTES - SEE 5HEET5 2q -55.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -59 FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -4i FOR PLANTING PLANS: TREES, 5HRU135 AND GROUNDCO\/ER - SEE 5HEET5 45 -51 FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -55 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: REVISIONS IST CITY SUB. 01- 29 -0-7 3RD CITY SUB. 05 -10 -07 3RD CITY SUB. 07 -12 -07 MYLARS 0"7- 20 -0-7 DRAWN MS APPROVED if- JOB NO. 06-114 DATE 05- 10 -0-7 SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION 5EGIN5, CALL DIG ALERT 0: I -800-22'7-2600 ENGINEERING DEPARTMENT DRAWING NO. TM 03 -090 372 -G (03 -090 7M/. Ut 009 E/A) SHEET 26 OF 53 6b i J lu a tu J.0 11 I tu z T V r� j i i c I� I I I I I I I I I I I I I I I I I I I I IE- � ;RY I 1= I I I I i I I I REVISIONS IST CITY SUS. 0I -24 -0? 3RD CITY SUB. 05- 10 -0"7 3RD CITY SUB. Oi -12 —O? MYLARS CT -20 -0T DRAWN MS FOR TITLE SHEET - 5EE SHEET 20 APPROVED JP FOR CONSTRUCTION PLAN AND LEGEND - 5EE SHEETS 21 -24 FOR CONSTRUCTION DIMEN51ON PLANS - 5EE 5HEET5 25 -25.1 .108 NO. 06 —II4 FOR CON5TRUCTION DETAIL5 8 NOTES - 5EE 5HEET5 2ci -35.1 DATE 05 -10 -07 FOR IRRIGATION PLAN- SEE 5HEET5 36 -5q SCALE AS SHONN FOR IRRIGATION LEGEND - 5EE SHEET 40 FOR IRRIGATION SPEC5, NOTES AND DETAIL5 - 5EE 5HEET5 NOTE: BEFORE ANY 41 -477 EXCAVATION BEGINS, 20 10 0 20 40 80 FOR PLANTING PLANS: TREES, 5HRU55 AND GROUNDCO\/ER - GALL DIG ALERT 5EE 5HEET5 4& -51 1- 500 -22i -2600 FOR PLANTING DETAIL5 $ NOTES - SEE 5HEET5 52 -53 SCALE: 1" = 20' REVISIONS APPROVED DATE AEFERENCES DATE BENCHMARK SCALE APMKOVAL.S CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : E N G I N E ER I N -G DRAWING NO. DESCRIPTION:XXXXXXXX MIscopwWr4cop A,P9Ff"VW 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT T[ 03 -010 XXXXXXX HORIZONTAL: AS SHOWN IlaLA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: WX—G LOCATION: XXXXXXXXX r. /I/1 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: DIMENSION PLAN, VERTICAL: AS SHOWN 858.556. 6977 CORAL COVE FAX 619 . 558 . 9188 L -� (p3 -FDA D& W OA) ELEVATION: ELEV: XXX DATUM: M.S.L. DATE: ��lQ,�n,� SHEET 27 of W REVISIONS jt S-4 ' Ml ' 1 jt L Sf -4 t. ('Mt I I I IDIVI 1 k GHL I NE- SEE SHEET LO-5 _ t. fill I I I 1 II II �i II I II 11 I t I r f' 11� G iI44-- \w PAD i - FF =64.31 l 64. J 31RD CITY SUB. 05 -10 -07 PAD =63.56 I FF= 64.31 I - �I NOTE: I -- - -IV ALIGN CENTER DRAWN MS S ILL "Ki STEP WITH FOR TITLE SHEET - SEE SHE 0 CENTER OF 11 ■ ■.1�I■■ ,2LUMNS 11 ■ ■1 ■1 G iI44-- \w V-4` -11 V `I 1 �' ,IVylu _ _ ' '►• OF HATCHED AREA SE _f E Sam lercioi 'dim �� I�P TG E F Aye It y - 111 ` - X10' - 64.8 f a 8' Ar 11 / !� - 1011 /�''� FS / j 111 / 1 111 II 9' I _ bl_�1a ,N III EQ. BF �, 9• i b. d 9 s' S 1 14' , 7 E FF=65. 3 6 .2 r=_ - �f - \ it 37bMS SSvs, ...� .�...r - -- - ------------------ - - - - - � 1b °096 -3„9-0'99 Z/v i Q. ' EQ. EQ. ^` ��j dtbClN i0£ NOl�! ,f7E77S � I JL k ;01 - F F Fj [[' - Fj� ci V %[i\1 DATE REFERENCES DATE BENCH MARK -SCALE DESCRIPTION:XXXXXXXX OOECOAV XXXXXXX HORIZONTAL: AS SHOWN 13 LOCATION: XXXXXXXXX &L . I/t. XXX VERTICAL: AS SHOWN CM ELEVATION: ELEV: XXX DATUM: M.S.L. APMOYALS SUBDIVISION BOUNDARY I im F V I �k I I I \ I 1 I 65.4 T &4.9 IE I II I PAD =66.00 � I� FF =66.83 SEE SHEET LO- r s WA /- - =66.90 17.73 31E li iIl �Y'x -=-- �iL��q 15 as I II�� - Ij I I } -- -- - - 31RD CITY SUB. 05 -10 -07 3RD CITY SUS. 07- 12-0 -7 --- - - -- - -- - r -I -_ -- -- - -IV DRAWN MS FOR TITLE SHEET - SEE SHE 0 APPROVED .JP 11 ■ ■.1�I■■ FOR CONSTRUCTION PLAN AND END - SEE SHEETS 21 -24 ■ ■1 ■1 ■ ■ ■ ■ ■I .:.:.. J JOB NO. 06-114 I FOR CONSTRUCTION DETAILS 4 NOTE SEE SHEE75 2q -55.1 DATE 05- 10 -017 � i �. 65. b TO 26 3 F 64.4 ;lF 65. !F SCALE AS SHOWN LU FOR IRRIGATION LEGEND - SEE SHEET 40 / 66.6 ES z FOR IRRIGATION SPECS, NOTE5 AND DETAILS - E 5HEE75 A / X6.3 1' 65 2 EXCAVATION BEGINS, 20 10 0 20 40 60 1i11� I I GALL DIG ALERT SEE 5HEE75 48 -51 u I FOR PLANTING DETAILS $ NOTE5 - SEE SHEETS 52 -55 BF - �'-;p LI tu I I V-4` -11 V `I 1 �' ,IVylu _ _ ' '►• OF HATCHED AREA SE _f E Sam lercioi 'dim �� I�P TG E F Aye It y - 111 ` - X10' - 64.8 f a 8' Ar 11 / !� - 1011 /�''� FS / j 111 / 1 111 II 9' I _ bl_�1a ,N III EQ. BF �, 9• i b. d 9 s' S 1 14' , 7 E FF=65. 3 6 .2 r=_ - �f - \ it 37bMS SSvs, ...� .�...r - -- - ------------------ - - - - - � 1b °096 -3„9-0'99 Z/v i Q. ' EQ. EQ. ^` ��j dtbClN i0£ NOl�! ,f7E77S � I JL k ;01 - F F Fj [[' - Fj� ci V %[i\1 DATE REFERENCES DATE BENCH MARK -SCALE DESCRIPTION:XXXXXXXX OOECOAV XXXXXXX HORIZONTAL: AS SHOWN 13 LOCATION: XXXXXXXXX &L . I/t. XXX VERTICAL: AS SHOWN CM ELEVATION: ELEV: XXX DATUM: M.S.L. APMOYALS SUBDIVISION BOUNDARY I im F V I �k I I I \ I 1 I 65.4 T &4.9 IE I II I PAD =66.00 � I� FF =66.83 SEE SHEET LO- r s WA /- - =66.90 17.73 31E li iIl �Y'x -=-- �iL��q 15 as I II�� - Ij I I REVISIONS } -- -- - - 31RD CITY SUB. 05 -10 -07 3RD CITY SUS. 07- 12-0 -7 --- - - -- - -- - r -I -_ -- -- - -IV DRAWN MS FOR TITLE SHEET - SEE SHE 0 APPROVED .JP FOR CONSTRUCTION PLAN AND END - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PL - SEE SHEETS 25 -28.1 JOB NO. 06-114 FOR CONSTRUCTION DETAILS 4 NOTE SEE SHEE75 2q -55.1 DATE 05- 10 -017 i �. 65. b TO 26 3 F 64.4 ;lF 65. !F SCALE AS SHOWN LU FOR IRRIGATION LEGEND - SEE SHEET 40 - 66.6 ES C 12'-5" ;II I;I� 67.2 1 ;,�:r j 6, c9 I'7 ' FS� 8' FOR IRRIGATION SPECS, NOTE5 AND DETAILS - E 5HEE75 NOTE: BEFORE ANY X6.3 1' 65 2 EXCAVATION BEGINS, 20 10 0 20 40 60 FOR PLANTING PLANS: TREES, SHRUBS AND GROUND ER - GALL DIG ALERT SEE 5HEE75 48 -51 u I FOR PLANTING DETAILS $ NOTE5 - SEE SHEETS 52 -55 BF - �'-;p LI tu I I CITY OF ENCINITAS PLANNING DEPARTMENT tu CITY OF E N C I N ITAS : E N G I N E E R I N DRAWING dam. PAD =66.10 FF =66.93 ( Q PA0=66.70 (1 (' DEPARTMENT V I, 9404 GENESEE AVENUE, SUITE 140 LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY f FF =67.53 II 1 -G ' 858. 558. " LANDSCAPE CONSTRUCTION DOCUMENTS FOR: 4.9 r' 6j . 4 ?G Ii i t k DIMENSION PLAN. 'i 0 !A/s �i E7A� / 65.6 i r ®Q . I Z ... 1 -fir ,I 65.9 up ''' a ��41 - n �4 LFfjl,kj �v� ca i calf) to G i J V N � REVISIONS voip v ''iwJ 1 IST CITY SUB. OI -29 -OT 31RD CITY SUB. 05 -10 -07 3RD CITY SUS. 07- 12-0 -7 MYLARS 0- 1 -20 -0-7 DRAWN MS FOR TITLE SHEET - SEE SHE 0 APPROVED .JP FOR CONSTRUCTION PLAN AND END - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PL - SEE SHEETS 25 -28.1 JOB NO. 06-114 FOR CONSTRUCTION DETAILS 4 NOTE SEE SHEE75 2q -55.1 DATE 05- 10 -017 FOR IRRIGATION PLAN- SEE SHEETS 36- SCALE AS SHOWN FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTE5 AND DETAILS - E 5HEE75 NOTE: BEFORE ANY 41 -4-1 EXCAVATION BEGINS, 20 10 0 20 40 60 FOR PLANTING PLANS: TREES, SHRUBS AND GROUND ER - GALL DIG ALERT SEE 5HEE75 48 -51 I -800 -227 -2600 FOR PLANTING DETAILS $ NOTE5 - SEE SHEETS 52 -55 = SCALE: 1" 20' CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : E N G I N E E R I N DRAWING dam. DEPARTMENT 03`010 I, 9404 GENESEE AVENUE, SUITE 140 LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY f 1 -G ' 858. 558. LANDSCAPE CONSTRUCTION DOCUMENTS FOR: 8977 FAX 819 .558 .9188 CORAL COVE DIMENSION PLAN. 'i 0 !A/s �i E7A� / IIATC• -7 is fA / 7 - r ®Q . voip v ''iwJ 1 r� E f I E I i , F 1 IIL! ® I�� ■ I:11 Mi i E „ A ®�56 F�6�F.31 V NOTE: AL16N CENTER STEP WITH CENTER OF mom ��r► On I FF =64.45 • 1L- 5-- 1:"11_11_11_ -LI_161 11 11 /1 -I @'^I a'1_ 1 1 1SI 9 9 1"o-1 -1 9_ 1 � . ... 1_ � 1 - �V 1111 11� 111 111 111 11! �1 �I 11 �1 1 �I . I��d1'd1' 11' 1�'I •i i T M , ■ .�. / P.G.R. 11 +00 9 1111... _... 1111 ......_.+`'y ( _ . v lixiY � 1 4 k . �- m _ . -� _........ _... ... 1111.. - -. -. _ _. ... - ___11_11_ 1111. I. _ 7a'�• � _ rya _ `- - ......._.__ ..._.�....._.- ._.._._� � -- - r . - -- - _ r . - - - - ........ ................_.......... -._. 111_1.. -.- 1111_...- ....._._.... .. E.. ..................._........... N q op E� F� Fj f f Fj N1 �%fi�� �I 1I I f i � e I i I 1� 1 � E p I E FOR ENLARGMENT OF MATCHED AREA SEE 5HEET LC -8. f ! I LF f 1 f E IE i E fE E =' illy MATCHL I NE 1 y NPR 66. m_ Q ; I 55. 1 IFS w . [ IL F x r bl _ a- I� I j 64. t 'p, it. GFF-554ij 1\1W 77 I II II II II _ !1.1 ' II I I ' � I 55A G 54,9 I 65, 4 T 64. PAD =66.00 FF =66 a3 BEE SHEET LC -5 6615 6 64 4 E: I 4, D FS V $' 1-`F- 66.1: 14 +0o I I I I CORAL COVE' WAY k 1 WE ® I I _._ =66.90 .......2.6.�.:_7 .... b' -6zou €'I i I S - _.TG i rE 1111 II ......... ' € 1 E ' 3 _ _ - }} ... � � 3 �� 1tvl-t f(I i I I' -loll � �I .� I I II n ,{ C,Y: w,, f63.LI 1111.. 65'67 3C ^a %<r� i'iF 6 -. =Ff_u4.4 4 12 II . 63 $' : s iS6 -5 3E 1 6 ' CFF�66. 52.E 66,6 ` , $ 7 76111 65.2 4.5 iF Q -b l I IM. 65.3 it P R I I I q, , I III EQ. � _ _�_ „� 1 64 ' 41 , 64. i PAD =66.10 o ' I I - / i' 14 FF -66.93 r'i fJ• .a, .b .,g Jam. !' 1 PAD =64.30 6 RI1' -sI . / EQ. - 5UB12 I V 1510N BOUNDARY 1 �51 ' � � F7 TG FF =65.13 1; 5 3 4 7Ld. 35,2 IF .. 65A T 63,2 1E ' y 65.9 1,'" , _ rr r�_rr rr rrir- I Q I I J L r =r 1 II luI II€ tuI I, T_ I I I I lu I 1 I V I I I I 1 I s lu I I zI I I � I I T_ I I I '1-1�I REVISIONs ' !sT CITY SU5. 01- 291-011 SPED CITY SUB. 05- 10-01 5RD CITr SUB. 07 -12 -07 MYLAR5 0- 7 -20 -0i DRAWN M5 FOR TITLE SHEET - SEE SHEET 20 APPROVED JP FOR CONSTRUCTION PLAN AND LEGEND - SEE 5HEET5 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 JOB NO. 06 -114 N li J J FOR CON5TRUCTION DETAILS 4 NOTES - SEE SHEETS 241 -55.1 DA7= 05 -10-01 FOR IRRIGATION PLAN- SEE SHEETS 56 -3Q 5CALE A5 5++0AN FOR IRRIGATION LEGEND - SEE SHEET 40 NOTE: BEFORE ANY FOR IRRIGATION 5PEC5, NOTES AND DETAILS - SEE SHEETS 4I -47 EXCAVATION BE6IN5, 20 10 0 20 40 60 FOR PLANTING PLANS: 7REE5, 5HRU55 AND 6ROUNDCOVER - CALL DIG ALERT ®: SEE SHEETS 48 -5I 1- 800 -227 -2600 FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -58 SCALE: 1" = 20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CITY OF ENCINIRAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. pp DEPARTMENT DESCRIPTION;XXXXXXXX Ii1l �tJ 1� /i GiD TM 03-090 XXXXXXX 9404 GENESES AVENUE, SUITE 140 APPROVED BY: Q HORIZONTAL: AS SHOWN LA JOLLA, CALIFORNIA 92037 -1339 $72 ®G J LOCATION: XXXXXXXXX >g`f. =s . : LANDSCAPE CONSTRUCTION DOCUMENTS FOR: DIMENSION PLANI 8 1 �• ( XXX VERTICAL: AS SHOWN /� 858. 558. 8977 Q R F PAIS: � �%:,�: -1 f 17� 13 PAX 619. 558. 9188 �1 �DI l2 CORAL � ®��s I� (0T-ow 7AI 0% cw, OA) ELEVATION: ELEV. XXX DATUM: M.S.L. DATE: ` \ i LC -V SHEET 28AOF 53 Q REVISIONS (APPROVED I DATE N, REFERENCES I DATE BENCH MARK Klanll DESCRI PTION: XXXXXXXX XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX ELEVATION: ELEV. XXX DATUM: M.S.L. VERTICAL: AS SHOWN r MR-OM CALIFORNIA STATE LAN SAYS YOU MUST GALL BEFORE YOU 0I6. GOVERNMENT CODE SECTION 4216 -42164 STATES THAT 'EXCAVATION°: GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING, TUNNELING, 5GRAPIN6, GABLE OR PIPE PLOWING, DRIVIN6, FOUNDATION DIGGING, LANDSGAPE DIGGING PLUMBING, FENCE POST OR ANY OTHER NAY. OUR PERMIT FOR 0I661N6 WILL NOT BE VALID WITHOUT A 0I6 ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. THERE 15 ALSO A 14 -DAY HINDON (SECTION 4216.(E)) IN NHIGH YOU MUST COMPLETE THE PROP05W DIG61N6. IF YOU HILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RESPONSIBILITY TO RECALL DI6 ALERT. 9I6 ALERT TOLL -FREE NUMBER 15 1 -800- 221 -2600. APPROVALS 20 10 O 20 40 60 SCALE: 1" = 20' I , 9404 GENESEE AVENUE, SUITE 140 LA JOLLA, CALIFORNIA 92037 -1339 858. 556. 8977 FAX 819 . 558 . 9188 CITY OF ENCINITAS PLANNING DEPARTMENT APPROVED BY :, DATE: FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 8 NOTES - SEE SHEETS 29 -35.1 FOR IRRIGATION PLAN - SEE SHEETS 56 -3q FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -4'1 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE SHEETS 4& -51 FOR PLANTING DETAILS; 4 NOTES SEE SHEETS 52 -53 CITY OF ENCINITAS: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: i��IE�QQ Q�i= IST CIT'( SUB. OI- 29 -O-7 3RD GIN SUB. 05- 10 -0-7 5RD CITY SUB. 07- 12 -0-I MYLARS 0'7 -20 -01 DRAWN ms APPROVED JP JOB NO. 06 -114 DATE 05- 10 -0"1 SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGIN5, CALL DICE ALERT @: 1- 800 -227 -2600 I' =_ LC -8.1 DRAWING NO. TM 03 -0310 M -G (O'S -01110 X M CDP, ®A) SHEET 28.1 OF M F] 4 5 5 0 CONCRETE MOW CURw 5CORE JOINT DETAIL 1/4" EXPANSION JOINT DETAIL GOLD JOINT DETAIL ME N-0 l Ob" SQUARE CONCRETE MOW STRIP (MLOR AOAND FIN15H2PSEDAYS) 2 I b CONSTRUCTION LEGEND OFINI5H GRADE 2" FOR BROUNDGOVER AREAS 8 FIN15H GRADE I FOR LAWN AREAS m a° RADIUS TROWELED EDGES (TYP) d p O #3 REBAR CONT. (LAP 12" AT p V N 00_ SPLICES) w w � OCOMPACTED SUBGRADE PER SOILS Q REPOT 0 8" MIN. NOTE: PROVIDE CONTROL JOINTS AT 10' -0" O.G. MAX. AND EXPANSION JOINTS AT 40' -0" MAX. O.G. OR WHERE MOW STRIP ABUTS B ANY CONCRETE IMPROVEMENT. PAYIIK.bINR 02 12ETAIL LE6ENfl OCONCRETE PAVING PER CONSTRUCTION PLAN OCONCRETE PAVING COLOR AND FINISH PER CONSTRUCTION PLAN 814" RADIUM NOSE ALL EDGES (TYP) 4° FELT W/ POLY5ULFIDE SAND IMPREGNATED CAULKING- COLOR TO MATCH PAVING O NO.4 DOWEL AT IS" O.G., 24" LONG, SLIP ONE END OCOMPACTED 9UBGRADE PER SOILS REPORT &" WIDE HAND TOOLED SCORE LINE- SAW GUT ONLY WHERE GALLED OUT ON THE CONSTRUCTION LEGEND PmklnyL° mq DETAIL LE6ENE5 -� OGONCRETE DRIVEWAY PAVING, J 5 PEPTH 15 TO BE DETERMINED BY SOILS REPORT AND R' VALUE TESTING; SEE CONSTRUCTION PLAN NOTES FOR TYPE AND FINISH O NO. 5 REBAR DOWELS 650" O.G. WITH SLEEVE ON ONE 51M OCONC. PAVING REINFORCEMENT- SEE DRIVEWAY PAVING DETAIL d r4 = OCONCRETE BAND OR PAVING EDGE, 3 r 11 6 SEE PLAN FOR TYPE, FINISH, AND i ; = SCORE PATTERNS 8" MIN. I' S FIN15HED SURFACE PER PLAN 6 EXPANSION JOINT, SEE DETAIL E OGOMPAGTED W36RAVE PER SOILS b REPORT 80(2) NO3 REBAR CONTINUOUS IN BANDING, OGONITRRP�L JOINT,,V4" RAP. TOOLED NDGE h" DEEP, 5' O.G. UNLESS OY4" PRE - MOLDED EXP. JOINT,Y4" RAD. TOOLED EDGE, 20' O.G. UNLE55 NOTED, CAULK TO MATCH PAVING 04" CONC. PAVING, COLOR AND FIN15H PER LEGEND OCOMPACTED SUB -GRADE PER SOILS REPORT QCONCRETE CURB WHERE OCCURS b FIN15H OWE I"@ TURF, 2" 6 AREAS OWIDTH PER PLANS- INTERNAL 5TREET WALKWAYS ARE 4' FROM BACK OF CURB 2" THICK 5AND BASE OR AS PER 80 SOILS REPORT 5 Obxb /10 -10 W.W.M. CENTERED IN PAVING NOTE: b SAND BASE AND AGGREGATE BASE THICKNESS, ANY, SHALL BE 4 DETERMINED BY SOILS REPORT AND "R" VALUE TESTING AL50 SEE DETAIL 'E' TH15 SHEET FOR PAVING JOINTS J CONCRETE E06E ® i7RI VEWA`_ ­___ . - .. _ . -.VC� CONCRETE PAVING- PEVES R=AIL LMSEND w mt OTHE NUMBER OF STEPPER5 SHOWN OPINISH GRADE AT SHRUB BED 2" ON THE PLAN ARE DIAC-RAMATIG- BELOW WALK AND I" BELOW WALK LOCATE 5TEPPER5 WITH APPROX. WHERE ADJACENT TO TURF. b" SPACE BETWEEN EACH ONE OIS" 5Q. x 3" THICK LONG. STEPPER5 IN EXP. AGO FINISH - AVAIL. FROM THOMP50N BUILDING MATERIALS OR POUR ON -51TE BACKFILL VOID BETWEEN ALL 3O FLAGSTONE WITH AMENDED SOIL - PLANT WITH 6ROUNDCOVER PER PLANTING PLANS OCOMPACTED W36RADE PER SOILS REPORT OVERIFY LOCATION OF IRRIGATION DRIP LINE WITH IRRIGATION PLANS O OI -2" OF MA50NRY SAND UNDER STEPPER5 O18" CLOSED GORE STACKED TUBE 6EOCOMPOSITE IN TRENCH (MULTI -FLOW OR EQUAL). CONNECT TUBE TO STORM DRAIN WITH PREFAB ATTACHMENT PER MANUFACTURERS RECOMMENDATIONS. O BAGKFILL IN CLEAN VERY COURSE SAND OCONCRETE CURB W/ NO3 REBAR CONT. TWICE O COMPACTED SUBSRADE AS PER SOILS REPORT 5O ADJACENT PAVING - PER CONSTRUCTION PLAN O FIBER PLAY RESILIENT SURFACING -COLOR NATURAL BROWN SEE LEGEND (D PROPER NON -WOVEN GEOTEXTILE DRAINAGE FABRIC OR EQUAL - AVAIL. FROM PROPEX FABRICS (800)445 -'1732 O NO.3 REBAR 6 CONTINUOUS HORIZONTAL P G JOINTS CONCRETE STEPPERS ­ _ "OT LOT SURr-ArC I NG 4 nRA� I NArG DETAIL LEAM2 OR -PL-0O] DR -Fi-0I RVNiIP -SIIE flMAIL LE6ENID OND5, PVG DOWN SPOUT ADAPTER, I 2 4 OND5, 3" DIA. GREEN ATRIUM ORATE GROUT FILL I CONCRETE PAVING PER PLAN 512E AS REQUIRED TO FIT IN SHRUB AREAS OR b" GREEN` („ 2 FINISH GRADE DOWNSPOUT (BOTTOM OF DOWN FLAT GRATE IN LAWN AREAS SPOUT ADAPTER SHALL BE AT 6 6 A r+ FIN15H GRADE IN PLANTING AREAS, OFINISH GRADE - MINIMUM 2% SLOPE s CONCRETE FOOTING BY OTHERS THE BOTTOM OF THE DOWN 5POUT FI DRAIN INLET ADAPTER SHALL BE AT THE 8 17 ( 4 COMPACTED SUBGRAPE PER 5OIL5 8 I 2 BUILDING SCREED LINE WHERE THE !. ° o 0V 03" PIA. PVC, RISER - LENGTH AS fl REPORT DRAIN GOES THROUGH =!_— G C REQUIRED 2 HARD5GAPFa _ O ALL REBAR AND REINFORCEMENT 845 DEG. ELBOW n �I C BT OTHERS 2% MIN OFINI5H GRADE - MINIMUM 2% SLOPE b TO DRAIN INLET ® 5 3" RIGID POLY DRAINPIPE - MfN. I% 6 SLUMP BLOCK -PER CIVIL _! I -I �1 I; b GAP DETAIL ENGINEERING PLANS TO BE COLOR n. Iil —!I 'I !��il FALL 03 VIA. PVC, RISER - LENGTH 115 - �� a REQUIRED B OCOMPAGTED 5�6RADE PER 501L5 oROC MI5150N BROWN 4.1 --7 _ I ' 5 O BRICK GAP -TO BE ENDICOTT- I 2FALTLOE 45 DE6. ELBOW REPORT o 10 i ! MEDIUM IRON5POT #-" (FINISH 4 3 RIGID POLY PIPE x) b — != R SMOOTH) SOLID -ATTACH PER 4 50M DRAINPIPE - MIN. I% MANUFACTURER'S { ( ! I - -- - -- 3 YS INTO BACKBONE DRAIN 8 45 DE6 WYE I, RECOMMENDATIONS 7 s SLOPE GAP TO DRAIN 5 I DEPTH OF /4 GRAVEL AROUND 4 OCOMPACTED 5U56RADE PER SOILS ORATE IN SHRUB AREAS ONLY, I Fi �: BRICK VENEER TO BE ENDIGOTT- REPORT g MAINTAIN MIN. b" RADIUS AROUND I !_ O MEDIUM IRONSPOr #77 (FINISH DRAIN EDGE, GRAVEL TO BE KRG I MWIUM IRON15 ORE FLAT 'THIN 2FACE 3" RIGID POLY PIPE ROCK APACHE BROWN OR SUNRISE I 3 BRICK' -SEE GAP DETAIL -5AME OF BUILDING OR STRUCTURE 3 /4JIR ENSEN- CLISTOMTER SERVICE '_I— _ -! i i. CONNECTION A6 PERIMETER 5 REPRESENTATIVE 6 KRG ROCK 5 --� ! I— ! { - -! NOTE: F-712.11525 °° O WATERPROOF MEMBRANE, DOWNSPOUT TO PIPE CONNECTION JIFFY -SEAL OR EQUAL MUST BE A5 TIGHT TO THE BUILDING A5 POSSIBLE, SOME to EXPAN5ION JOINT PER DETAIL 'A' GASES MAY REQUIRE CHIPPING '¢ WHERE PAVING ABUTS WALL AWAY OF THE FOUNDATION FOOTING BOIL TO ACCOMPLISH NOTE, THIS. APPLY ORAF16ONE WP -10 ANTI- 6RAFFITI COATING CONTRACTOR 15 TO COORDINATE TO ALL MASONRY SURFACES ON RDA. SIDE, AVAIL. ALL 5LEEVING AND /OR FROM 6RAFI60NE INC., (800) 560 -8900 INSTALLATION OF PIPES PRIOR TO POURING, OF DRIVEWAYS. rl VOWN SPOUT ADAPTER kl.t2. J DRA I N GRATE ON PVC RISER .T. K S I TE PERIMETER RETA I N I NG .T. REVISIONS APPROVED DATE FERENCES DATE BENCH MARK SCALE - 1- DESCRIPTION:XXXXXXXX XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX XXX VERTICAL: AS SHOWN ELEVATION: ELEV. XXX DATUM: M.S.L. O) CONCRETE PAVING- VEH N IY 4 zj U OGONTROL JOINTi'a WIDE x %4' DEEP TOOLED JOINT. CONTROL JOINTS TO BE CENTERED BETWEEN EXPANSION JOINTS. l2 )EXPANSION JOINTYa" THICK IIV **Xo]I[o1 omI livAjrI 015" LONG #3 BAR DOWEL 6 EXPANSION JOINTS (TYP). SLIP JOINT ONE SIDE. 06" CONCRETE SLAB IN #4 BARS 6 IS" O.G. EACH DIRECTION. VERIFY WITH SOILS REPORT THICKNESS OF PAVING AND REINFORCEMENT REQUIREMENTS. GRAVEL BED PER SOILS ENGINEER. 6 SUBSRAPE PER SOILS ENGINEER. NOTE: SEE CONSTRUCTION LEGEND FOR FINISH AND COLOR OF CONCRETE. CONTRACTOR TO VEFIFY ALL 5LEEVIN6 REQUIRED PRIOR TO DRIVEWAY POUR5 INCLUDING BUT NOT LIMITED TO IRRIGATION AND 51TE LIGHTING SLEEVING SHOWN ON THESE PLANS. AL50 SEE DETAIL 'E' THI5 SHEET FOR PAVING JOINTS DETAIL LWENID I CONCRETE PAVING PER PLAN 2 FINISH GRADE 3 CONCRETE FOOTING BY OTHERS 4 COMPACTED SUBSRADE PER SOILS OALL REBAR AND REINFORCEMENT BT OTHERS O8X8XI6 SLUMP BLOCK, GROUT FILL ALL CELLS. COLOR TO BE ORCO M1551ON BROWN' O BRICK GAP -TO BE ENDIGOTT- MEDIUM IRON5POT #T1 (FINISH SMOOTH) 50LID -ATTACH PER MANUFACTURER'S RECOMMENDATIONS SLOPE GAP TO DRAIN OBRICK VENEER TO BE ENVICOTT- MEDIUM SMOOTH)--CLOSURE FFLLA(TIN'THIHIN BRICK' -ATTACH PER MANUFACTURER'S RECOMMENDATIONS O WATERPROOF MEMBRANE, JIFFY -SEAL OR EQUAL Gto EXPAN5ION JOINT PER DETAIL 'A' WHERE PAVING ABUTS WALL NOTE: APPLY GRAFI60NE WP -10 ANTI - GRAFFITI COATING TO ALL MASONRY SURFACES ON R.O.W. SIDE, AVAIL. FROM GRAF16ONE INC., (800) 5604900 H RAr I SEn PLArNTER - FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS -SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 21-35.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -59 FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -441 FOR PLANTING PLANS: TREES, SHRUBS AND OROUNDCOVER - SEE SHEETS 45 -51 FOR PLANTING DETAILS 8 NOTES - SEE SHEETS 52 -55 QPPRo -S CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : Kvso, AR°ROVIIISO . j 9404 GENESEE AVENUE, SUITE 140 APPROVED BY: EDSCAPE CONSTRUCTION DOCUMENTS FOR: /1 A /A d sy LA JOLLA, CALIFORNIA 92037 -1339 AN I' 858. 558. 8977 FAX 619 . 556 . 9188 - —.e DATE: 72/,=2 7 CORAL COVE REVISIONS IST CITY SUB. 01- 29 -017 5R r> CITY SUB. 05 -10 -01 5R:> CITY SUB. 017- 12 -017 MYLARS 01- 20 -07 DRAWN M5 APPROVED JP JOB NO. 06 -114 DATE 05 -10 -0? SCALE A5 5HO114N NOTE: BEFORE ANY EXCAVATION BEGINS, GALL DIG ALERT @: I - 800 -22-11 -2600 ENGINEERING DEPARTMENT ISTRUCTIUN DETAILS: DRAWING NO. 7v 03 -090 37'L —G 03-0110711d, Oft COP, DA) SHEET 29 OF M a y, z ii F- J 2 v ■o gSHOVEL GUT EDGE AT 45 DEGREE BEVEL/AN5LE 05HRUB /5EA50NAL COLOR PLANTING AREA SUB GRADE COMPACT TO 90 PERCENT RELATIVE COMPACTION 0 2x4 REDWOOD GAP O 2x4 REDWOOD TOP, BOTTOM AND SIDE RAILS; ON IN51DE OF FENCE. Ix4 REDWOOD TOP, BOTTOM AND SIDE RAILS; ON OUT51PE OF FENCE Olxb CEDAR FENCE BOARDS 0 2x4 REDWOOD OR055 BRACE ON INSIDE 0 4xb REDWOOD POST @ LOCKABLE BOLT -ON LATCH 0 HEAVY DUTY, SELF CLOSING &ALV. STEEL STRAP HINGES 80 BUILDING EDGE O FINISHED GRADE to EDGE OF BUILDING (TYP) NOTE: ALL WOOD 15 TO BE STAINED; COLOR FRAZEE 'MAVERA' 609 lu in 1 =AIL LE6EN17 J N/A 2 FIN15H GRADE 8 CONCRETE FOOTING BY OTHERS 4 COMPACTED 5UB&RADE PER SOILS REPORT 0 ALL REBAR AND REINFORCEMENT BT OTHERS 0 SLUMP BLOCK -PER CIVIL ENGINEERING PLANS TO BE COLOR ORGO H15SION BROWN' {GROUT TO BE OBP M155ION BROWN OSx2x16 SLUMP BLOCK GAP -COLOR TO BE ORGO 'M155ION BROWN' - GROUT TO BE OBP M155ION BROWN- SLOPE TO DRAIN (D WATERPROOF MEMBRANE -PER CIVIL NOTE: APPLY GRAFIGONE VVP -10 ANTI - GRAFFITI COATING TO ALL MASONRY SURFACES ON R.O.W. SIDE, AVAIL. FROM GRAFIGONE INC., (800) 560 -8900 SITE INTERIOR RETAININ6 WALL .T.. 16" O.G. TYR u� in N , ' ` 1O5" 4" 3 Si:GTION , M wNGRETE STETS AND HANDRA I L I V -8" Ins O dip, – – – S o,. 5 2 5 =1,- 7 d Tit,- 8 12 DIA O) WOOD PENCE rl a O \ O 182" e. A @PAVING A5 PER CONSTRUCTION J3 DEEPENED CONCRETE PAVING AT PLAN POST FELT EXPAN51ON JOINT �`�' MID P05T REQUIRED IF DISTANCE g24" BETWEEN TOP AND BOTTOM P05T I5 CONT. AT N05E OF EACH GREATER THAN &-O" T DAR HANDRAIL SHALL BE SET IN 0#3 REBAR 24. O.G. BOTH WAYS; SEE CONSTRUCTION PLAN FOR HOLD IN CENTER OF POUR AND A LOCATION OF STAIRS MIN. OF 3" CLEAR FROM EDGES -I SEE CIVIL ENGINEER'S PLAN FOR @GONG. STEPS - COLOR TO BE NUMBER OF RISERS SAND5TONE' W/ A HEAVY BROOM AS 5HOWN I FIN15H ON STEPS RISER HEIGHT MAY VARY FROM 4" T I @GROOVES AS PER A.D.A. 1-1/2" DEPENDING ON THE DIFFERENG IN ELEVATION BETWEEN I REQUIREMENTS LANDINGS PER CIVIL); HOWEVER, O AREPORT GRADE AS PER RISERS IN A GIVEN SET OF STAIRS � INGON�.�ISTANGIM IN TF ADS OF TUBULAR I ®G4A FUSERS IN A 0M SET OF $TALKS H AT TFE GALVANIZED STEEL. HNDRAIL TORS Ex I 0#4 DONEL 15" LONG, SLIP JOINT APPLY ONE GOAT PRIMER 4 TWO ONE SIDE GOATS OF EXTERIOR OL055 PAINT �0 00 TE CHEEKWALL (WHERE IT TO ALL EXP05M METAL SURFACES. TO 3E FRAZEE 8586A ) $4ELOR (D TOOLED CONTROL JOINT ENTIRE HANDRAIL5 ARE REQUIRED FOR ALL LENGTH AT EACH STEP 5TAIR5 WHICH HAVE 0) OR MORE (DA" VIA. CORE DRILL AND QUICK RISERS SET P05T MIN. 9" DEEP WITH 5TAIR5 44" OR LE55 IN WIDTH ARE POR -ROK OR APPROVED EQUAL, REQUIRED TO HAVE A HANDRAIL ON KEEP POR- ROKY2" FROM PAVING ONE SIDE ONLY SURFACE, CAULK GAP WITH COLOR TO MATCH PAVING HANDRAIL SHALL BE SET IN DRAWN CONCRETE, THERE SHALL BE NO PART e- 161, 7 . n n n n n - 02x4 CEDAR GAP ` Olxb CEDAR FENCE BOARDS 02x4 CEDAR RAILS ON OUTSIDE OF FENCE @Ix4 CEDAR RAILS ON IN51PE OF FENCE 04x6 CEDAR POSTS 0 VOL. MAX @FINISHED GRADE t / COMPACTED SUBGRADE AS PER SOILS REPORT OGONCRETE FOOTING; SLOPE TO DRAIN NOTE: ALL WOOD 15 TO BE STAINED - FRAZEE 'MADERA' 609 PER PLAN 4x4 JOIST ANGLE GUT, 15" O.G. 2 6X8 J015T ANGLE CUT, IT' O.G. 8 8X8 J015T ANGLE GUT 4 6X6 J015T ANGLE GUT = v 5 2XI2 "PLANT ON" GUT TO FIT 7 86X6 45 DEGREE GUT SUPPORT 6X6 BET IN I" POST GUT OUT OIX4 "PLANT ON" CENTERED ON PO5T- COLOR TO BE FRAZEE MADERA M601 •I 8X8 P05T s, io 2X12 "PLANT ON" DEGORATIVE- GOLOR R TO BE FRAZEE MADERA erm M601 u FOOTING PER STRUCTURAL ENGINEER PLANS 12 IX4 "PLANT ON" CENTERED ON 6 JOIST J3 IX2 CENTERED ON #12 NOTES: L WOOD SHALL BE DOUGLAS FIR NO. 2 GRADE 545 FREE OF KNOT5, SPLITS 4 DEFECTS. A. 2. APPLY STAIN PER MANUFACTURERS RECOMMENDATION ♦ TO ALL EXPOSED 5URFACES. COLOR TO BE FRAZEE "MADERA" Mb09. 5. REFER TO STRUCTURAL DRAWIN65 FOR CONNECTIONS, FOOTINGS, AND CALCULATIONS. FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE 5HEET5 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 2q -55.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -5q FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE SHEETS 45 -51 FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 -55 REVISIONS 197 CITY SUB. 01 -29 -OT 31eD CITY SUB. 05 -10 -07 5RD CITY SUB. 07 -12 -07 MYLARS 0- 7- 20 -01 DRAWN MS APPROVED JP `JOB NO. 06 -114 DATE 05 -10 -01 SCALE AS 5HOWN NOTE: BEFORE ANY EXCAVATION BEGIN5, GALL DIG ALERT -800- 227 -2600 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPi4OVAL5 CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. 1 DESCRIPTION:XXXXXXXX �o APL�D l,, 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT 7m 03-090 RE 1 L•O r4 1111111113 XXXXXXX HORIZONTAL: AS SHOWN LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: '171-G • LOCATION: XXXXXXXXX M.M • a58. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CONSTRUCTION DETAILS: XXX VERTICAL: AS SHOWN Patterson, Inc- FAX 619.558.9188 CORAL COVE % r— (_090. ELEVATION: ELEV. XXX DATUM: M.S.L. DATE:,�� ® LC ®►O 8) SHEET 30 OF 53 E ELEVATION SEE PRAINA6E ENLARGEMENT E50TTOM R 12 13 G4 SECTION C PLAN ° G i t 24" 'VIA. KASHED GRAVEL , DEEP BOTTOM OF ATTACH PER 3-. f�s r CENTER 1, 18 19 ®3 20 y ZUNI MODEL FD -2211 GT- LOCATE IN RECOMMENDATIONS e, J : . :.. n1d, TOP AND BOTTOM OF PEDESTAL NA FORM JP TOP 5 12 II 32 "J— NOTE: 05 -10 -07 DRAINAGE FABRIC- APPLY BEAD OF ?i ELEVATION SEE PRAINA6E ENLARGEMENT E50TTOM R 12 13 G4 SECTION C PLAN ° G IQ gPAVEMENT, SEE DETAIL B/LG -21 2 AMMMENDED 501L, 6" DEPTH 3( PLAaNT MATERIAL PER PLANTING GOOH45POUT HHERE OCCURS, SEE ARCHITECTURAL PLANS ° OEIL� FABRIC, ENKA MAIN OR 6 FACE OF BUILDING RE8PORT COMPACTED 926WE PER 501L5 "I 6 DEEPENED DRIVEWAY EDGE WITH NO. 3 REBAR- HOLD 5" CLEAR FROM EDGES- SEE DETAIL C/LC -21 OHUNTER MODEL #PCB -50 PRESSURE iAU=MaerulA TRICKLE PATTERN SECoTION RAINBIRD ROOT fEM (RSH -SOCK :TO BUBBLER )RE INFO) INSTALL ,IDE5 FROM EACH v I 3 t ut, 'VIA. KASHED GRAVEL , DEEP BOTTOM OF ATTACH PER 3-. f�s r CENTER 1, 18 19 ®3 20 y ZUNI MODEL FD -2211 GT- LOCATE IN RECOMMENDATIONS e, J : . :.. n1d, TOP AND BOTTOM OF PEDESTAL NA IQ gPAVEMENT, SEE DETAIL B/LG -21 2 AMMMENDED 501L, 6" DEPTH 3( PLAaNT MATERIAL PER PLANTING GOOH45POUT HHERE OCCURS, SEE ARCHITECTURAL PLANS ° OEIL� FABRIC, ENKA MAIN OR 6 FACE OF BUILDING RE8PORT COMPACTED 926WE PER 501L5 "I 6 DEEPENED DRIVEWAY EDGE WITH NO. 3 REBAR- HOLD 5" CLEAR FROM EDGES- SEE DETAIL C/LC -21 OHUNTER MODEL #PCB -50 PRESSURE iAU=MaerulA TRICKLE PATTERN SECoTION RAINBIRD ROOT fEM (RSH -SOCK :TO BUBBLER )RE INFO) INSTALL ,IDE5 FROM EACH v I IS 2 3 t ut, 'VIA. KASHED GRAVEL , DEEP BOTTOM OF Iq b f�s REINFORCED CONCRETE FOOTING W/ #4 HORIZONTAL REBAR 0 24" O.G. ACTED SUSSRADE PER 501LS � GRAFFITI COATIN& - SEE NOTE 18 19 ®3 20 y ZUNI MODEL FD -2211 GT- LOCATE IN PIPE - SET IN PLACE IN PEDESTAL i EXACT CENTER OF RIP. GONG. PEDESTAL FORM JP TOP 5 12 PROPEX NrON40VEN GEDTEXTILE NOTE: 05 -10 -07 DRAINAGE FABRIC- APPLY BEAD OF A5 SHOWN EPDXY AROUID ENTIRE EDGE AND SECURE vl IS 2 3 8 ALL CELLS SOLID (SM NOTE #4 VERT. REBAR o Ib• O.G. 17 'VIA. KASHED GRAVEL , DEEP BOTTOM OF Iq b 4 O O REINFORCED CONCRETE FOOTING W/ #4 HORIZONTAL REBAR 0 24" O.G. ACTED SUSSRADE PER 501LS � GRAFFITI COATIN& - SEE NOTE 18 19 ®3 20 %y BEAD OF SILICON SEALER ARORJD EDGE OF OPENING IN CRETE GAP DRAIN LINE T- FITTING FOR IRRIGATION LINE 2 , 5 O NA - 'lz 24" NA 3 PLAN FINISH GRADE AT PLANTING AREA 12 %1 10 PLANTER POT-010K CRETE MODEL MR-CE-4414P-611-172 - 4414P- 611-P�11 -T2 COLORADOBE TAUPE' KITH LIGHT SANDBLAST FINISH e �T &ARA&E LANDSCAPE POCKET .._ -- ,,.,.-.I 01 DRAIN ENLARGEMENT INTO DRAIN LINE 21 OIN L� N T INEf 5Y5 T 22 IRRIGATION LATERAL, SEE IRRIGATION PLANS. ®23 MANUFACTURER TO WATERPROOF INSIDE OF PRECAST POT to ADJACENT HALL ELEVATION FOR REFERENCE- SEE PERIMETER HALL DETAIL V/LG -II OR SOUND HALL DETAIL Y/LG -12 FOR SPEC' °'• ELENIATION NOTE: APPLY GRAFIGONE VVP -10 ANTI - GRAFFITI C.OATIN6 TO ALL MASONRY SURFACES ON R.O.H. SIDE, AVAIL. FROM GRAFIGONE INC., (800) 560 -8900 SAP DETAIL PLAN VIER N OBRIGK GAP45EE GAP DETAIL AT IRON -PoT #TT MEDIUM ) 5OLID- ATTACH PER MANUFAGTURER'5 RECOMMENDATIONS OBRIGK VENEER TO BE ENDICOTT MEDIUM IRON5POT #17 (FINISH SMOOTH)- CLOSURE FLAT THIN BRICK'-ATTACH PER MANUFACTURER'S RECOMMENDATIONS IbXbXlb PRECISION COLUMN BLOCK - COLOR TO BE 'STANDARD GRAY' - CONTACT KAREN FINCH (760) i51 -1180, (SEE NOTE BELOW) 0#4 VERT. REBAR ® EACH CORNER OGROIUT TO BE DETERMINED 8FIN15HED GRADE CONCRETE FOOTING -PER 7 STRUCTURAL COMPACTED 51,15GRADE PER SOILS REPORT OREINFORCEMENT PER STRUCTURAL NOTE: CONTRACTOR SHALL MOCK-UP A SINGLE PILASTER IN THE FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PURCHASING ALL PILASTER MATERIALS S PR OISION AITH G RICK VENEER BLOCK P1 FILFNMaTTRiTli SEE DETAIL I VIA. T S. TOP AND BOTTOM RAILS. OI %a" BELCH I OBRIGK GAP -TO BE ENDIGOTT- RE5IDENTIAL BRICK -5IZE- MODULAR, COLOR- 'MEDIUM ATTACH TO P05T5 H/ GALV. STEEL IRON5POT #77', FIN15H- 5MOOTH, ATTACH MOUNTING BRACKETS 2 3 GROUT TO BE OUP 'MISSION RECOMMENDATIONS, LP DIA. T.5. PIGKEM 0 4VZ" O.G. CONTACT GERMAN MARTINEZ 0 THOMP50N 8' O.G. BLDG MTRL5. (619)9TT -5955 NE RETAINING WALL, WALL PER CIVIL ��OO 2 BRICK VENEER T BE GOTT -THIN 4 I/2" O.G. ENGINEER 000 0 ®BRIG -51 -5p�,- c2_4xg ®A�V805TT STEEL MOUNTING PANEL BRACKETS 50% 2- #xII -E, COLOR- 'MEDIUM IRON5POT AND WELD M. P EL IN THE FIELD #77', FIN15H- 5MOOTH, ATTACH PER I 2 4 500 MANUFACTURERS 5 3�" 50. T.S. P05T5 H/ FLAT GAP5 AT TOP a 5 OBF- MI55ION RONN�ROUT TO BE f y OBP- MISSION BROY�'!' 6 GORE DRILL WALL IS" DEEP AND SET D B 306x4XI6 SLUMPED HALL BLOGK- P05T H/ POR -ROK OR APPROVED EQUAL COLOR TO BE ORCO 'MISSION BROWN', NOTE: — GROUT TO BE OBP- M155ION BROWN', ALL METAL FENCING CONNECTIONS SHALL L ADJACENT PILASTER FOR PRIVATE AVAIL- ORCA BLOCK- CONTACT KAREN REFERENCE 5EE SEPARATE FINCH 060) 151 -1180 BE CONTINUOUSLY WELDED PILASTER DETAIL to FIN15H H/ (1) GOAT OF METAL PRIMER AND I H.O.A. AREA fa O�LOR OOR OLMI59 ON BROWN' , (2) COATS METAL EXTERIOR GLOSS, Ik 1 GROUT TO BE OBP- MISSION BROWN' COLOR TO BE FRAZEE 8586A " J AVAIL- ORC.O BLOCK CONTACT KAREN `METROPOLIS' &RpUT FILL i ! - ' 1 FINCH (760)151 -1180 ALL TUBING SHALL HAVE BOTH ENDS I -11 �� "( 5 #6 57D. 'CUR -0-HALL' JOINT WELDED OL05M AND GROUND SMOOTH 1 I ( ( I REINFORCEMENT 0 24 O.G. (5 PLAGE5) Q ALL MATERIALS TO BE FULLY 6ALV. u NO _ PER UBG STD. 21 -10. USE #5 STD. (FOR TE: �' [i' 3 +! li I r CURVED WALLS, USE #4 BAR) = BEFORE INSTALLATION IN FIELD APPLY GRAFIGONE WP -10 —� 6 FENCE PANELS SHALL BE PRE- MEA5URED ANTI - GRAFFITI COATING TO ALL 2 4 N I I, 1. 6OREINFORCEMENT PER STRUCTURAL I 3 6 AND INSTALLED H/ GALV. STEEL MOUNTING MASONRY SURFACES ON R.O.W. / BRAGKEiS THERE SHALL BE NO WELDING SIDE, AVAIL. FROM 6RAF16ONE I 1 g OFINISH GRADE OF FENCE MATERIALS IN THE FIELD INC., (800) 560 -8900 I CONT. CONCRETE FO ®TINE -PER SECTION FENCE CONTRACTOR TO COORDINATE PILASTER TO BE CONSTRUCTED J' PER STRUCTURAL ! q eOSTRUGTURAL SETTING OF P05T5 WITH HALL PER DETAIL 5 /SHEET LC-11 WITH A OCOMPACTED 5UB6RADE PER 501L5 CONTRACTOR HEIGHT OF b. SEE NOTE ABOVE GAP DETAIL REPORT U GUAWRAIL � V SLUMP moCeK PERIMETER HALL lb, I& = NGTD BUS STOP PAD- OPTION (U: FOR A 15 FOOT LONG SHELTER Oj NCTD APPROVED BUS SHELTER MODEL # 15NALD -PM AVAIL. FROM TOLAR MANUFACTURING COMPANY, INC. O NCTD APPROVED 13U5 STOP PAD 15'PA55ENGER SHELTER 5 NCTD Approved Bus Shatter along Vulcan Ave I GAN Mode113NALD.PM 13 Dome rool r on acve,ting bus shelter mlm n'onze unt laxan Thermwiiar roof ?anals, perloreted panel rear ano 1,2 eoe n 11s Optional features shown: Street name plaques w th vinyl letters 1 $' Pettorated metal burn mtth aatl- vaamnt bars 20 Galion smooth side pole mount trash receptacle Mhtn a "Inged lid g 0 A" FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -25.1 FOR CONSTRUCTION DETAILS &NOTES -SEE SHEETS 2q -55.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -5a FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDGOVER - SEE SHEETS 48 -51 FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 -55 REVISIONS IST CITY SUB. MATCHING SAUCER, 24 SOM GLEANOtT ADAPTER HUB TO 05 -10 -0T 5RD CITY SUB. ACCEPT THREADED DRAIN GRATE - I! 5" 5Q. DECK DRAIN IN TOP OF PEDESTAL- THREADED FE'7ALE END FITS OVER ZUNI MODEL FD -2211 GT- LOCATE IN PIPE - SET IN PLACE IN PEDESTAL DRAWN EXACT CENTER OF RIP. GONG. PEDESTAL FORM JP TOP 5 12 PROPEX NrON40VEN GEDTEXTILE NOTE: 05 -10 -07 DRAINAGE FABRIC- APPLY BEAD OF A5 SHOWN EPDXY AROUID ENTIRE EDGE AND SECURE APPLY GRAFIGONE VVP -10 TO SIDE OR POT ANTI-GRAFFITI COATING TO ALL STUGGO AND MASONRY 5URFAGE5, 13 IMPORT PLANTING MIX - REFER TO AVAI . FRAM GRAFIGONE INC., PLANTING SPECIFICATIONS (600 560 -8900. I4 IRRIGATION HEAD (SEE IRR16ATION PLAN). SHIM POTS AS NEGE55ARY TO COORDINATE LOCATION OF POTS FOR LEVEL PLANTER TOPS - APPLY IRRIGATION 511.601ITS IN PAVING. LOCATE SILICONE AFTER ANY NECESSARY LINE INSIDE DRAIN PIPE SHIMMING. to ADJACENT HALL ELEVATION FOR REFERENCE- SEE PERIMETER HALL DETAIL V/LG -II OR SOUND HALL DETAIL Y/LG -12 FOR SPEC' °'• ELENIATION NOTE: APPLY GRAFIGONE VVP -10 ANTI - GRAFFITI C.OATIN6 TO ALL MASONRY SURFACES ON R.O.H. SIDE, AVAIL. FROM GRAFIGONE INC., (800) 560 -8900 SAP DETAIL PLAN VIER N OBRIGK GAP45EE GAP DETAIL AT IRON -PoT #TT MEDIUM ) 5OLID- ATTACH PER MANUFAGTURER'5 RECOMMENDATIONS OBRIGK VENEER TO BE ENDICOTT MEDIUM IRON5POT #17 (FINISH SMOOTH)- CLOSURE FLAT THIN BRICK'-ATTACH PER MANUFACTURER'S RECOMMENDATIONS IbXbXlb PRECISION COLUMN BLOCK - COLOR TO BE 'STANDARD GRAY' - CONTACT KAREN FINCH (760) i51 -1180, (SEE NOTE BELOW) 0#4 VERT. REBAR ® EACH CORNER OGROIUT TO BE DETERMINED 8FIN15HED GRADE CONCRETE FOOTING -PER 7 STRUCTURAL COMPACTED 51,15GRADE PER SOILS REPORT OREINFORCEMENT PER STRUCTURAL NOTE: CONTRACTOR SHALL MOCK-UP A SINGLE PILASTER IN THE FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PURCHASING ALL PILASTER MATERIALS S PR OISION AITH G RICK VENEER BLOCK P1 FILFNMaTTRiTli SEE DETAIL I VIA. T S. TOP AND BOTTOM RAILS. OI %a" BELCH I OBRIGK GAP -TO BE ENDIGOTT- RE5IDENTIAL BRICK -5IZE- MODULAR, COLOR- 'MEDIUM ATTACH TO P05T5 H/ GALV. STEEL IRON5POT #77', FIN15H- 5MOOTH, ATTACH MOUNTING BRACKETS 2 3 GROUT TO BE OUP 'MISSION RECOMMENDATIONS, LP DIA. T.5. PIGKEM 0 4VZ" O.G. CONTACT GERMAN MARTINEZ 0 THOMP50N 8' O.G. BLDG MTRL5. (619)9TT -5955 NE RETAINING WALL, WALL PER CIVIL ��OO 2 BRICK VENEER T BE GOTT -THIN 4 I/2" O.G. ENGINEER 000 0 ®BRIG -51 -5p�,- c2_4xg ®A�V805TT STEEL MOUNTING PANEL BRACKETS 50% 2- #xII -E, COLOR- 'MEDIUM IRON5POT AND WELD M. P EL IN THE FIELD #77', FIN15H- 5MOOTH, ATTACH PER I 2 4 500 MANUFACTURERS 5 3�" 50. T.S. P05T5 H/ FLAT GAP5 AT TOP a 5 OBF- MI55ION RONN�ROUT TO BE f y OBP- MISSION BROY�'!' 6 GORE DRILL WALL IS" DEEP AND SET D B 306x4XI6 SLUMPED HALL BLOGK- P05T H/ POR -ROK OR APPROVED EQUAL COLOR TO BE ORCO 'MISSION BROWN', NOTE: — GROUT TO BE OBP- M155ION BROWN', ALL METAL FENCING CONNECTIONS SHALL L ADJACENT PILASTER FOR PRIVATE AVAIL- ORCA BLOCK- CONTACT KAREN REFERENCE 5EE SEPARATE FINCH 060) 151 -1180 BE CONTINUOUSLY WELDED PILASTER DETAIL to FIN15H H/ (1) GOAT OF METAL PRIMER AND I H.O.A. AREA fa O�LOR OOR OLMI59 ON BROWN' , (2) COATS METAL EXTERIOR GLOSS, Ik 1 GROUT TO BE OBP- MISSION BROWN' COLOR TO BE FRAZEE 8586A " J AVAIL- ORC.O BLOCK CONTACT KAREN `METROPOLIS' &RpUT FILL i ! - ' 1 FINCH (760)151 -1180 ALL TUBING SHALL HAVE BOTH ENDS I -11 �� "( 5 #6 57D. 'CUR -0-HALL' JOINT WELDED OL05M AND GROUND SMOOTH 1 I ( ( I REINFORCEMENT 0 24 O.G. (5 PLAGE5) Q ALL MATERIALS TO BE FULLY 6ALV. u NO _ PER UBG STD. 21 -10. USE #5 STD. (FOR TE: �' [i' 3 +! li I r CURVED WALLS, USE #4 BAR) = BEFORE INSTALLATION IN FIELD APPLY GRAFIGONE WP -10 —� 6 FENCE PANELS SHALL BE PRE- MEA5URED ANTI - GRAFFITI COATING TO ALL 2 4 N I I, 1. 6OREINFORCEMENT PER STRUCTURAL I 3 6 AND INSTALLED H/ GALV. STEEL MOUNTING MASONRY SURFACES ON R.O.W. / BRAGKEiS THERE SHALL BE NO WELDING SIDE, AVAIL. FROM 6RAF16ONE I 1 g OFINISH GRADE OF FENCE MATERIALS IN THE FIELD INC., (800) 560 -8900 I CONT. CONCRETE FO ®TINE -PER SECTION FENCE CONTRACTOR TO COORDINATE PILASTER TO BE CONSTRUCTED J' PER STRUCTURAL ! q eOSTRUGTURAL SETTING OF P05T5 WITH HALL PER DETAIL 5 /SHEET LC-11 WITH A OCOMPACTED 5UB6RADE PER 501L5 CONTRACTOR HEIGHT OF b. SEE NOTE ABOVE GAP DETAIL REPORT U GUAWRAIL � V SLUMP moCeK PERIMETER HALL lb, I& = NGTD BUS STOP PAD- OPTION (U: FOR A 15 FOOT LONG SHELTER Oj NCTD APPROVED BUS SHELTER MODEL # 15NALD -PM AVAIL. FROM TOLAR MANUFACTURING COMPANY, INC. O NCTD APPROVED 13U5 STOP PAD 15'PA55ENGER SHELTER 5 NCTD Approved Bus Shatter along Vulcan Ave I GAN Mode113NALD.PM 13 Dome rool r on acve,ting bus shelter mlm n'onze unt laxan Thermwiiar roof ?anals, perloreted panel rear ano 1,2 eoe n 11s Optional features shown: Street name plaques w th vinyl letters 1 $' Pettorated metal burn mtth aatl- vaamnt bars 20 Galion smooth side pole mount trash receptacle Mhtn a "Inged lid g 0 A" FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -25.1 FOR CONSTRUCTION DETAILS &NOTES -SEE SHEETS 2q -55.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -5a FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDGOVER - SEE SHEETS 48 -51 FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 -55 REVISIONS IST CITY SUB. OI -29 -07 5R0 CITY SUB. 05 -10 -0T 5RD CITY SUB. O-f- 12 -0°7 MYLARS 01-20 -01 DRAWN MS APPROVED JP JOB NO. 06 -114 DATE 05 -10 -07 SCALE A5 SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, GALL DIG ALERT ®: 1 -,500 -227 -2600 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. DESCRIPTION:XXXXXXXX DEPARTMENT o 9404 GENESEE AVENUE, SUITE 140 7M 03 -090 qlllil' xxxxxxx �"�� �• APPROVED BY: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: 3TA —G HORIZONTAL: AS SHOWN � ,/ I.A, JOLLA, CALIFORNIA 92037 -1339 G! L d•� LOCATION: XXXXXXXXX I/L /vl AW: 858. 558. 8977 � �� XXX VERTICAL: AS SHOWN ///''��� FAX 819.558.9188 ( 'O A 1 � ®� /� � " ©A) aas�: o DATE: c�G�. -0 7 CORAL L r L�; -11 SHE �I of 53 ELEVATION: ELEV. XXX DATUM: M.S.L. C ts i I I � I I � f i I I I I' �xa�mnm I6 30" RAISED PLANTER WALL O x , Ito MISSION BROWN' SLUMP BLOCK NOTES FOR COLOR WITH BRICK - SEE DETAIL H/LG -9 ObXB JOIST ANGLE GUT Ii" O.G. SEE NOTES FOR GOLbR LeACK NI H E21 3 8X8 J015T ANGLE CUT -SEE NOTES gITH BRICK ®FOR COLOR DbXb JOIST ANGLE GUT -BEE NOTES FOR COLOR 02X12 "PLANT ON" OUT TO FIT -SEE NOTE5 FOR COLOR (6Xb 45 DE61RM OUT SUPPORT nbXb SET IN I" P05T GUT OUT [X)VULGAN AVENUE PEDESTRIAN ENTRY OVERHEAD AND PLANTER DETAIL #I vIJLV:I /LT /6VV1 .� I 2 a. I I 3 10 4 Q 5 6 FLLflJWElii/l1]) CeTAI i 4X4 REDWOOD POST- 8' o.c. MAX. 2 I- RD. TUBULAR STEEL TOP, MIDDLE, AND BOTTOM RAILS. S CONNECT PANES W/ 1/40 LAO BOLT. 4 1/2- RD. TUBULAR STEEL PICKET® 6" OL. (CONCRETE FOOTING (IN PLANTING AREAS- GROWN TO DRAIN. (COMPACTED SUBGRADE PER SOILS REPORT. 05IMPSON P544 POST BASE IN CONCRETE AREAS. BAGKFILL W/POP -ROK OR EQUAL. (PAVING PER PLAN. "0 NOW POSTS TO BE STAINED WITH FRAZEE MADERA' 609 8ROUND DECORATIVE KNUCKLE DECO ACCENT APPLY 2 PILASTER TO BE CONSTRUCTED NOTE: APPLY ONE COAT OF PER DETAIL 5/5HEET LC-11. THE PRIMER 8 TWO GOATS OF PAINT. SOUND WALL PILASTER 15 TO BE 6' COLOR FRAZEE 858bA MAX. SEE NOTE ABOVE METROPOLIS' TO STEEL FENCE PICKETS AND RAILS GAP DETAIL SEE DETAIL 2 I H.O.A. AREA I 3 5 0 GBRIK VENEER TO BE C07- THIN 50%21 #xiE, DOLOR- ft, IRON5POT #M, FINISH - SMOOTH, ATTACH PER MANUFACTURER'S REGOMMENDATION5 -GROUT TO BE OBF- MI55ION BROW b 3O COLOR TO 13E ORGO "MISSION BLOCK- CONTACT RN F� (160) PRIVATE i5T -1780 N,A s 6 STD. 'DUR-0-WALL' JOINT REINFORCEMENT PER UUBG 5TV. 2 10 USE ##54 BA(FOR CURVED WALL5, USE REINFORCEMENT PER STRUCTURAL b FINISH GRADE J(S„�� FOOTING -PER 8 OCMPA TED 51.86RADE PER SOILS REPORT ADJACENT PILASTER FOR to REFERENCE KZ) 42" TUBULAR STEEL FENCE WITH REDWOO (STS �v, w. ucT,cvv, n.,.✓V6 &' SLUMP BLOCK SOUND WALL ry YVLV: 1 16Y 16VV1 tl.l.p.l E) FINISH GRADE 08X8 POST 3RD CITY SUB. 10 2X12 "PLANT ON" COLOR TO BE 3RD CITY SUB. FRAZEE MADERA Mb01 10 II p00TIN6 /CONNECTION PER STRUCTURAL ENGINEER PLANS DOlGLAS FIR ND. 2 12 IX4 "PLANT ON" CENTERED ON 7F KNOT5, SPLIiS d JOIST R MRIFAC 5 18 IX2 CENTERED ON #12 TO AL EXF05EP 14 RAILING: GORE DRILL AND TO BE FRAZEE QUICKSET POST INTO WALL- NO 111 RAILING POSTS ARE TO BE :TURAL ORAWIN65 DRILLED INTO 5TEP5 -COLOR TO BE FOOTINGS, AND FRAZEE 858bA 'METROPOLIS' 18 ADJACENT PILASTER SEE DETAIL- [X)VULGAN AVENUE PEDESTRIAN ENTRY OVERHEAD AND PLANTER DETAIL #I vIJLV:I /LT /6VV1 .� I 2 a. I I 3 10 4 Q 5 6 FLLflJWElii/l1]) CeTAI i 4X4 REDWOOD POST- 8' o.c. MAX. 2 I- RD. TUBULAR STEEL TOP, MIDDLE, AND BOTTOM RAILS. S CONNECT PANES W/ 1/40 LAO BOLT. 4 1/2- RD. TUBULAR STEEL PICKET® 6" OL. (CONCRETE FOOTING (IN PLANTING AREAS- GROWN TO DRAIN. (COMPACTED SUBGRADE PER SOILS REPORT. 05IMPSON P544 POST BASE IN CONCRETE AREAS. BAGKFILL W/POP -ROK OR EQUAL. (PAVING PER PLAN. "0 NOW POSTS TO BE STAINED WITH FRAZEE MADERA' 609 8ROUND DECORATIVE KNUCKLE DECO ACCENT APPLY 2 PILASTER TO BE CONSTRUCTED NOTE: APPLY ONE COAT OF PER DETAIL 5/5HEET LC-11. THE PRIMER 8 TWO GOATS OF PAINT. SOUND WALL PILASTER 15 TO BE 6' COLOR FRAZEE 858bA MAX. SEE NOTE ABOVE METROPOLIS' TO STEEL FENCE PICKETS AND RAILS GAP DETAIL SEE DETAIL 2 I H.O.A. AREA I 3 5 0 GBRIK VENEER TO BE C07- THIN 50%21 #xiE, DOLOR- ft, IRON5POT #M, FINISH - SMOOTH, ATTACH PER MANUFACTURER'S REGOMMENDATION5 -GROUT TO BE OBF- MI55ION BROW b 3O COLOR TO 13E ORGO "MISSION BLOCK- CONTACT RN F� (160) PRIVATE i5T -1780 N,A s 6 STD. 'DUR-0-WALL' JOINT REINFORCEMENT PER UUBG 5TV. 2 10 USE ##54 BA(FOR CURVED WALL5, USE REINFORCEMENT PER STRUCTURAL b FINISH GRADE J(S„�� FOOTING -PER 8 OCMPA TED 51.86RADE PER SOILS REPORT ADJACENT PILASTER FOR to REFERENCE KZ) 42" TUBULAR STEEL FENCE WITH REDWOO (STS �v, w. ucT,cvv, n.,.✓V6 &' SLUMP BLOCK SOUND WALL ry YVLV: 1 16Y 16VV1 tl.l.p.l E) FINISH GRADE ( 6RA55CRETE OR EQ CONCRETE 3RD CITY SUB. PAVEMENT 3RD CITY SUB. O 6ROUNDCOVVER WITH 1/2" TO 3/4" SOIL MAT 10 ( CONCRETE PAVING PER PLAN -TO BE DAVIS COLOR TAUPE' WITH SALT FINISH DRAWN 0 RE5TRAININ6 EDGE WHERE APPROVED GRA55GRETE (OR EQ) DOES NOT ABUT 51DEKALK AT EMERGENCY _ _ _ VEHICULAR ACCESS GATE ALONG 111 1 111 I I1= ( =1 A5HBURY, 12" CONCRETE I i I c 11 IG I I C 1{ 1 POUR -COLOR AND FINISH TO BE " '-- -1 "' — "' —' DAVIS COLOR TAUPE' WITH SALT Ii l {I 11- FINISH. -I 11 =1 11 =1 11 =1 I I- I" 5AND 1 -ill i l l -I 11 -1 I =1 I- (GLASS TWO BASE ROCK WITH 30% III -III —I 111= -1 I I III —� WASHED SHARP SAND (MIX i UNIFORMLY PRIOR TO - III =III -III COMPACTION) 0 5TEEL REINFORCING PER MANUFACTURERS - RECOMMENDATIONS NOTE: CoRA55CRETE (OR EQ) (COMPACT SUB -SRADE PER SOILS PAVING WILL MEET ALL CITY REPORT OF ENGINITAS FIRE DEPARTMENT H -20 LOADING 0 SUB -BASE SOILS REPORT AND /OR REQUIREMENTS MANUFACTURERS "6�S5GI ETE (OR EEO) PA VI N ON & �/ �/ � � 1'CCV IbCV: I /L4 /LVV I N.I. ?.I FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND, LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 2q -55.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -5q FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE SHEETS 48 -51 FOR PLANTING DETAILS 8 NOTES - SEE SHEETS 52 -55 REVISION5 19T CITY SUB. 01 -24 -OT 3RD CITY SUB. 05 -10 -Oi 3RD CITY SUB. O- 1 -12 -01 MYLARS O-r- 20 -o7 DRAWN M5 APPROVED JP JOB NO. 06 -114 - DATE 05 -10 -017 SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, CALL DIG ALERT I -800- 227 -2600 REVISIONS APPROVED DATE R FERENCES DATE BENCH MARK SCALE APAROVACS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. DESCRIPTION:XXXXXXXx DEPARTMENT 7m 03-040 XXXXXXX 1 C ^ I ® 9404 GENESES AVENUE, SUITE 340 APPROVED BY: HORIZONTAL: AS SHOWN A, nn (.4i LA JOLLA, CALIFORNIA 92037 -1339 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: 37 -G LOCATION: XXXXXXXXX W. �•!V' $Y: � 858.558.8977 XXX VERTICAL: AS SHOWN �� MMTD FTAIS : g1 g• G � g � FAX 819.558.9188 1 f03 -�o1� � � �) ELEVATION: ELEV. XXX DATUM: M.S.L. DATE: / %� CORAL C®vE LC ®1 SHEET 32 OF !Vl +mom I. WOOD SHALL BE DOUGLAS FIR NO. 2 GRADE 545 FREE OF KNOTS, SPLITS 8 DEFECTS. 2. APPLY STAIN PER MANUFACTURERS RECOMMENDATIONS TO ALL EXPOSED SURFACES. COLOR TO BE FRAZEE "MADERA" M60e1. 5. REFER TO STRUCTURAL DRANINGS FOR CONNECTIONS, FOOTINGS, AND CALCULATIONS. 16" O.G. TYP. 7? 03 40 J015T ANGLE GUT, 15" O.G. bXb J015T ANGLE GUT, IT O.G. 8X8 1015T ANGLE GUT bXb J015T ANGLE GUT 2X12 "PLANT ON" OUT TO FIT bXb 45 DEGREE GUT SUPPORT bXb SET IN In P05T GUT OUT IX4 "PLANT ON" CENTERED ON P05T- COLOR TO BE FRAZEE A •. , r n�)in O ` 211 A. o..• _.• 411 TYPICAL TYVO POST C"FTSMArN ENTRY TRELLIS OYERHE.A D #3 6 si 2 as I 4 Q 0 INTEGRAL COLOR CONCRETE MON CURB TO BE DAV15 COLOR TAUPE 5EE DETAIL A/LC -9 05' DECOMP05ED GRANITE PATHWAY WITH STABILIZER ADDITIVE- COLOR TO BE 'DESERT MAUVE" AVAILABLE THRU KRG ROCK- CONTACT RANDY JUR16MEN 760.4972473 0ADJACENT AG PAVEMENT OF HYGEIA AVENUE OHOA MAINTAINED LANDSCAPE BUFFER- 5EE PLANT LEGEND 0STANDARD GREY CURB AND GUTTER- SEE CIVIL PLANS 03" CLA55 ONE 5A5E OF CRUSHED STONE HQ.) PURL I Co O G ®MP05 n 6RA�N I TE S 117EHALK ALON6 HYDE I Ar AVENUE SLY IJW: 1/ IV /6VV 1 ✓.� 0 REVISIONS -r27n1 r DATE FERENCES DATE BENCH MARK SCALE d' DESCRIPTION:XXXXXXXX XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX XXX VERTICAL: AS SHOWN ELEVATION: ELEV. XXX DATUM: M.S.L. ,M APPROVALS 5D AA°!ROWD PER PLAN PER .r f 9404 GENESEE AVENUE, SUITE 140 LA JOLJ.A, CALIFORNIA 92037 -1339 858 . 558 . 8977 FAX 819 . 558 . 9188 CITY OF ENCINITAS PLANNING DEPARTMENT APPROVED BY: ; DATE: FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS $NOTES -SEE SHEETS 24i -35.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -50T FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE SHEETS 4& -51 FOR PLANTING DETAILS 4 NOTES -SEE SHEETS 52 -55 CITY OF ENCINITAS: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: REVISIONS 197 CITY SUB. 01 -24 -07 31QJD CITY SUB. 05 -10 -OR 5R:) CITY SUB. MYLARS 0- 7-20 -07 P05T MS APPROVED JP JOB NO. tb 12 "PLANT ON" DECORATIVE - COOLOR TO BE FRAZEE MADERA IOO r e � n FOOTING PER STRUCTURAL ENGINEER PLANS c m 9 10 12 IJO115TLANT ON" CENTERED ON 411 � IQ4 II ^" s _ 13 IX2 CENTERED ON 012 A •. , r n�)in O ` 211 A. o..• _.• 411 TYPICAL TYVO POST C"FTSMArN ENTRY TRELLIS OYERHE.A D #3 6 si 2 as I 4 Q 0 INTEGRAL COLOR CONCRETE MON CURB TO BE DAV15 COLOR TAUPE 5EE DETAIL A/LC -9 05' DECOMP05ED GRANITE PATHWAY WITH STABILIZER ADDITIVE- COLOR TO BE 'DESERT MAUVE" AVAILABLE THRU KRG ROCK- CONTACT RANDY JUR16MEN 760.4972473 0ADJACENT AG PAVEMENT OF HYGEIA AVENUE OHOA MAINTAINED LANDSCAPE BUFFER- 5EE PLANT LEGEND 0STANDARD GREY CURB AND GUTTER- SEE CIVIL PLANS 03" CLA55 ONE 5A5E OF CRUSHED STONE HQ.) PURL I Co O G ®MP05 n 6RA�N I TE S 117EHALK ALON6 HYDE I Ar AVENUE SLY IJW: 1/ IV /6VV 1 ✓.� 0 REVISIONS -r27n1 r DATE FERENCES DATE BENCH MARK SCALE d' DESCRIPTION:XXXXXXXX XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX XXX VERTICAL: AS SHOWN ELEVATION: ELEV. XXX DATUM: M.S.L. ,M APPROVALS 5D AA°!ROWD PER PLAN PER .r f 9404 GENESEE AVENUE, SUITE 140 LA JOLJ.A, CALIFORNIA 92037 -1339 858 . 558 . 8977 FAX 819 . 558 . 9188 CITY OF ENCINITAS PLANNING DEPARTMENT APPROVED BY: ; DATE: FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS $NOTES -SEE SHEETS 24i -35.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -50T FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE SHEETS 4& -51 FOR PLANTING DETAILS 4 NOTES -SEE SHEETS 52 -55 CITY OF ENCINITAS: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: REVISIONS 197 CITY SUB. 01 -24 -07 31QJD CITY SUB. 05 -10 -OR 5R:) CITY SUB. MYLARS 0- 7-20 -07 DRAWN MS APPROVED JP JOB NO. 06 -114 DATE 05 -10 -O7 SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, CALL DIG ALERT 1 -800 -227 -2600 ENGINEERING DEPARTMENT LC -13 DRAWING NO. TM 03- 010 311-G (03 -OWYM, D2 COP. OA) SHEET 33 OF 53 O oK 2 ;Ad" rILAS ILK 5 E M 1♦ =E 0 15 15 7 NOTE: 5EE DETAIL GO &C -15 FOR GON5TRUCTION OF LARGE 45 PILA5TER INCLUDING PLUMBING FOR IRRIGATION AND DRAINAGE E 5 R7' -6" m o■ 2 9 5 0 12 F4[N� OF -TAIL LWEN15 BRICK GAP -TO BE ENDICOTT- MEDIUM IRONSPOT #'77 (FINISH SMOOTH) 501-10- ATTACH PER MANUFACTURERS RECOMMENDATIONS OCIVIL RETAINING WALL- COLOR �G IIOON BROWN'. SEE DETAIL s9PROJECT LETTERING SIZE 15 GON515TANT WITH CITY OF ENCINITAS MUNICIPAL CODE OF NO MORE THAN 32 50. FEET D36 "X36" 5GUARE SLUMPED BLOCK PILA57ER TO BE ORCO 'MI5510N afRo CITY, sue. 05-10-0` BROWN' SAME CONSTRUCTION AS e DETAIL -II WIDTHMEI6HT PER a - • • TDFIL ■ �. 11 =. •• - 5R.0 CITY Sue. 24 "X24" SLUMPED BLOCK PILASTER TO BE ORCO 'M155ION Or BROWN' -SAME CONSTRUCTION AS ■i•i ■i•i ■i•i■i•inr•i ■i•i■i•■ ■ ta■ ia■•■ e��i■ DETAIL 5/1-6-II HEIGHT PER THIS eeeeeee� O leeeeeee O O r - - -- • • DETAIL `' •i■roi ■i•i ■r•a ■i�iiii•a■ia ui:un•i■ a ®ire • LEVEL OF RETAINED SOIL BEHIND _ v MONUMENT. REINFORCEMENT OF RETAINING SECTIONS OF WALL5 6 PER CIVIL ENGINEER. ADD COURSES OF BLOCK TO ACHIEVE HEICHT5 AS DE516NED PER THIS DETAIL. :. R OBACK OF PROJECT SIDEWALK ODDR�AII BEHIND WALL PER CIVIL jp TION ®PAS��55O T LTER BE MI IN BROW-SEE DETAIL 66/LC -15 E oV Io WATERPROOFING BEHIND WALL PER CIVIL II COMPACTED 9136RADE PER 501LS REPORT I2 CONCRETE FOOTING AND REBAR PER CIVIL ENGINEER NOTE: Is FINISH GRADE APPLY GRAFIGONE \/\/P-10 I4 RAISED PLANTER TO BE ANTI - GRAFFITI COATING TO ALL O'MIS'SION 3ROWN4 E16HT MA50NRY 5URFAGE5 ON R.O.H. DETAIL ALSO SEE DETA 51DE, AVAIL. FROM ORAFIGONE FOR FINISH AND "LATER Is PLANTER POT -QU INC., (500) 560 -500 ®kl�R CF -h�IAP T7 r, D R 14 15 cq A , s° a ° — � I,. 1�ill lil ,I 2 -lam ii 8 105" 50. ZURN FD- 2211 -5T -VP (OR EG) CAST IRON DRAIN GRATE IN GONG. PECK OR PATIO AREAS, INSTALL DRAIN CRATE 50 THAT ALL (4) CORNERS ALIGN WITH SCORE LINES 2®3" PIA. PVC, RISER - LENGTH AS REQUIRED 3ODEEP POUR EDGE W/ 03 REBAR CONTINUOUS OPRE- FORMED EXPAN51ON JOINT W/WATERPROOF CAULKING- COLOR TO MATCH PAVING OSANITARY SEWER AND DRAIN Y' 03" 5PR35 DRAINPIPE - CONNECT TO CIVIL DRAIN LINE WHERE SHOWN - MIN. 1% FALL OFINISH CRAVE - MINIMUM 1% 5 TO DRAIN INLET M' PER SOILS REPORT 05C.ORE L PLAN / NOTE: an TO VERIFY ALL PIPE - 1 AND INLET SIZING WITH CIVIL ENGINEERS PRECISE ORAPIN9 PLAN. GN 1Z71TD:O2/2= 777. ilk, F w O OLOTAIL LMMhI2 0 WOOD FENCE TO BE STAINED COLOR FRAZEE 'MADERA' 609 - SEE DETAIL 0/ SHEET LC-10 FOR FENCE CONSTRUCTION O SLUMPED BLOCK RETAINING WALL COLOR TO BE ORCO MISSION BROWN'- SEE CIVIL ENGINEERS PLANS SPECIFYING, FOR REGIONAL STANDARD DETAIL CONSTRUCTION O FINISH PAD GRADE PER CIVIL PLANS 'RIVATEO 0846 FENCE P05T BASE- SET INTO LOT RETAINING WALL PRIOR TO MORTAR FILL AT 8' O.G. O RETAINING WALL PER CIVIL ENO. O APPLY 6RAFI6ONE WP -10 ANTI - GRAFFITI COATING TO ALL MA50NRY AVAIL. FROM GRAFIGONE INC., (600) 560-8900 O CONCRETE BROW DITCH PER CIVIL PLANS - COLOR TO BE TAUPE' NOTE: APPLY ORAFIOONE VVP -10 ANTI - GRAFFITI COATING TO ALL MASONRY SURFACES ON R.OX. SIDE, AVAIL. FROM ORAFI60NE INC., (800) 560 -8900 PILASTER TO BE CONSTRUCTED PER DETAIL 5 /5HEET LO -11. I A WON n- f0�1 I I I L - - -J PEDE5TRIAN ACCESS- CONNECTION TO PUBLIC SIDEWALK /Q4 mom mmw REVISIONS Imm IST CITY SUB. 0I -29 -09 ►' afRo CITY, sue. 05-10-0` F VA a - • • ■ �. 11 =. •• - 5R.0 CITY Sue. Or ■i•i ■i•i ■i•i■i•inr•i ■i•i■i•■ ■ ta■ ia■•■ e��i■ . ■i• ■i•i ■i• ■ioi ■i•i ■i•i■i•i..;■ j ■ENE= eeeeeee� O leeeeeee O O r - - -- • • e��eeeeeee `' •i■roi ■i•i ■r•a ■i�iiii•a■ia ui:un•i■ a ®ire mom mmw REVISIONS Imm IST CITY SUB. 0I -29 -09 ►' afRo CITY, sue. 05-10-0` 5R.0 CITY Sue. ■i•i ■i•i ■i•i■i•inr•i ■i•i■i•■ ■ ta■ ia■•■ e��i■ . ■i• ■i•i ■i• ■ioi ■i•i ■i•i■i•i..;■ j ■ENE= R FOR TITLE SHEET SEE 5H� jp FOR CONSTRUCTION PLAN, END SEE SHEETS 21-24 - - FOR CONSTRUCTION DIMEW `J5 SE E SHEETS 25-2&.1 JO0 NO. 06-114 C i -iv' -• -I loop, Jam- DATE 05- 10 -0-7 FOR IRRIGATION PLAN- SEE SHEETS 36- SOALE AS SHONN i��GORATl1 = EMERG FIRE &ATE WITH Oi2TIGOM SENSOR FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - E 5HEET5 NOTE: BEFORE ANY 4I -4-7 EXCA\/ATION BEGINS, FOR PLANTING PLANS: TREES, SHRUBS AND &ROUNDC ER - GALL DIG ALERT ®: SEE SHEETS 45 -51 1 -800 -227 -2(b00 FOR PLANTING DETAILS $ NOTES -SEE SHEETS 52 -55 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF ENCINITAS: E N G I N EE R I N DRAWING NO. DESCRIPTION:XXXXXXXX APPROV Q 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT 03-040 S XXXXXXX HORIZONTAL: AS SHOWN =A17- � 119 Ir1 JOLLA, CALIFORNIA 92037 -1339 APPROVED BY 72 —G l I LOCATION: XXXXXXXXX as+r�� • 855. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: ��� VERTICAL: AS SHOWN f O L�K,E.� CORAL COVE 3- e1oJAl, 0l; DA) FAX 819 . 558 . 9188 ',/��� / d ELEVATION: DAM. ELEV: XXX DATUM: M.S.L. DATE: c' 9 A2 � LC-14 SHEET 34 OF 5 2 Tw 59 TW 59 �1 /YiJmw -L1R =: 5 �: Pq El '7 ' -6" 51 (15 0 09 OBRICK GAP -TO BE ENDICOTT- MEDIUM IRONSPOT #11 (FINISH SMOOTH) SOLID- ATTACH PER MANUFACTURER'S RECOMMENDATIONS OCIVIL RETAINING WALL- COLOR MISSION BROWN' WITH SACKED FIN1544. 5EE DETAIL K /LC-q PLAN � I sOPROJECT 516NAGE 51ZE 15 CONSISTENT WITH CITY OF ENCINITAS MUNICIPAL CODE OF NO MORE THAN 32 50. FEET 4036 "x36" SQUARE BRICK VENEER PILASTER, SAME REINFORCING AND FOOTING REQUIREMENTS AS DETAIL 5 1LC, -I I WIDTH /HEIGHT PER THI5 DETAIL 024 "x24" BRICK VENEER PILASTER, SAME SAME REINFORCING AND FOOTING REQUIREMENTS AS DETAIL M a 5/1-G -II HEIGHT PER THI5 DETAIL LEVEL OF RETAINED SOIL BEHIND MONUMENT, TIG 5EGTIOON5 OF EWALL5 PER CIVIL ENGINEER, ADD COURSES OF BLOCK TO ACHIEVE 6 14 HEIGHTS AS DESIGNED PER THI5 DETAIL. OBACK OF PROJECT SIDEWALK ........... - �6i ODRAINAGE BEHIND WALL PER CIVIL - ENGINEER Oq 45 "X48" 50. SLUMPED BLOCK PILASTER TO BE ORGO 'MISSION SECTION .59 TW BROWN' -5EE DETAIL 66/1-0-15 o WATERPROOFING BEHIND WALL PER EL :� C,1! : RR I M 8 14 113 NTR1' MONUMENT NOTE: APPLY 6RAFI6ONE VVF -10 AN7I- 6RAFFI7I COATING 70, ALL MASONRY SURFACES ON R.O.W SIDE, AVAIL. FROM 6RAFIGONE INC., (800) 560 -8100 PILASTER TO BE CONSTRUCTED PER DETAIL 5 /5HEET LC-I I. I a / RE I �"L J PEDESTRIAN ACCESS- CONNECTION TO PUBLIC, SIDEWALK 2 IN NOTE: GRA55CRE7E (OR EQ) PAVING WILL MEET ALL CITY OF ENCINITAS gl FIRE DEPARTMENT H-20 LOADING JJ REQUIREMENTS CIVIL D -! °" y ° "g ETAIL LE6EN13 EQ) CAST IRON DRAIN GRATE IN PTICAL SENSOR MUST BE COMPACTED SUBGRADE PER SOILS MYLAR5 STALLED TO ALLOW ACCESS BY ROD, 3/16" REPORT MERGENCY VEHICAL5 EQUIPPED SCORE LINES V 12 CONCRETE FOOTING AND REBAR O5 /6" VERTICAL SOLID STEEL TACIPCUITRY ROVIDE ELECTRICAL CONDUIT UP PER CIVIL ENGINEER JOB NO. HROUGH PILASTER TO ALLOW DATE Is FIN15H GRADE OOK -UP. O2" 5Q. TUBULAR STEEL FRAME WITH NOTE: 4 RA15ED PLANTER TO BE SLUMPED DECORATIVE AGCENT5 -BOTH 51DE_ TO MATCH PAVING APPLY 6RAF16ONE \/\/P -10 BLOCK WITH SACKED OSANITARY SEWER AND DRAIN 'Y' ENGINEER. O HEAVY DUTY HINGES ANTI - GRAFFITI 60ATIN6 TO ALL AL50 SEE DETAI H 1IC-1 FOR OFINI5HED SURFACE MIVIIL�DRRAAII 3 MASONRY SURFACES ON R.O.W. FIN15H AND MATERIALS TO DRAIN INLET OMA50RY PILASTER- SEE DETAIL OGOMPAGTED 5UB&RADE PER SOILS SOE, AVAIL. FROM (7RAF16ONE D SEDIMENTARY WALL POURED IN "-5" REPORT S OOPTIGOM 5EN50R ON STREET 51DE INC., (8OO) JiOO -SgOO SEPARATE 3 LAYERS WITH 5EA54ELL5 GRAVEL PACKED INTO FOR EMERGENCY VEHIGLE5 V . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . NOTE: OUTER ED&E5 BETWEEN EACH POUR IF 1 ' - -� w in DETAIL YY /LC, -12 D_ D_ OADJAGENT LOT- MASONRY WALL D_ O S PLAN. PER PLAN 3 8 14 113 NTR1' MONUMENT NOTE: APPLY 6RAFI6ONE VVF -10 AN7I- 6RAFFI7I COATING 70, ALL MASONRY SURFACES ON R.O.W SIDE, AVAIL. FROM 6RAFIGONE INC., (800) 560 -8100 PILASTER TO BE CONSTRUCTED PER DETAIL 5 /5HEET LC-I I. I a / RE I �"L J PEDESTRIAN ACCESS- CONNECTION TO PUBLIC, SIDEWALK 2 IN NOTE: GRA55CRE7E (OR EQ) PAVING WILL MEET ALL CITY OF ENCINITAS gl FIRE DEPARTMENT H-20 LOADING JJ REQUIREMENTS no PTIGOM SENSOR- AN INFARED D -! °" y ° "g ETAIL LE6EN13 EQ) CAST IRON DRAIN GRATE IN PTICAL SENSOR MUST BE ODIA60NAL TIE / BRACE STEEL MYLAR5 STALLED TO ALLOW ACCESS BY ROD, 3/16" AL CORNERS AALI6N W1TH MERGENCY VEHICAL5 EQUIPPED SCORE LINES V ITH OPTICAL TRANSMITTERS, O5 /6" VERTICAL SOLID STEEL TACIPCUITRY ROVIDE ELECTRICAL CONDUIT UP PICKETS EQUAL SPACING ® 6" O.G. JOB NO. HROUGH PILASTER TO ALLOW DATE OPRE- FORMED EXPANSION JOINT OOK -UP. O2" 5Q. TUBULAR STEEL FRAME WITH W/WATERPROOF CAULKING- COLOR ATE MOTOR BY OTHERS- LINE DECORATIVE AGCENT5 -BOTH 51DE_ TO MATCH PAVING BY ELECTRICAL k OSANITARY SEWER AND DRAIN 'Y' ENGINEER. O HEAVY DUTY HINGES .m. s LOT 15 OFINI5HED SURFACE MIVIIL�DRRAAII 3 OFINI5H GRADE - MINIMUM 1% SLOPE ` TO DRAIN INLET OMA50RY PILASTER- SEE DETAIL OGOMPAGTED 5UB&RADE PER SOILS S /5HEET 3 REPORT S OOPTIGOM 5EN50R ON STREET 51DE x 6 FOR EMERGENCY VEHIGLE5 Q . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . NOTE: IF 1 ' - -� eO6RA55GRETE PAVING (OR E(2)-5EE in DETAIL YY /LC, -12 4 OADJAGENT LOT- MASONRY WALL S PLAN. PER PLAN Io PEDE5TRIAN AGCE55 TO PUBLIC STREET- CONCRETE SIDEWALK TO _ BE NATURAL GRAY WITH BROOM III III TUBULAR 5TEEL TO RECEIVE TWO FINISH COATS OF PRIMER AND TWO GOATS II OF PAINT - COLOR TO BE FRAZEE RETAINING WALL AND PILASTER 5586A'METROPOLI5' BELOW PER PLAN no I w� Oj DI CONDITION I CONDITION 2 01:) AF.NCF. ON R TA I N I NO AALL Nov✓ SFFECT DETAIL LEGEND O NOOD FENCE TO BE STAINED COLOR FRAZEE 'MADERA' 60q- SEE DETAIL Q/ SHEET LC-10 FOR FENCE CONSTRUCTION O SLUMPED BLOCK RETAINING WALL COLOR TO BE ORGO 'MISSION BROWN'- 5EE CIVIL ENGINEER'S PLANS SPECIFYING FOR RE61ONAL 57ANDARD DETAIL CONSTRUCTION O FINISH PAD GRADE PER CIVIL PLANS 'RIVAM(i') G546 FENCE P05T BASE- SET INTO LOT RETAINING WALL PRIOR TO MORTAR FILL AT V O.G. RETAINING WALL PER CIVIL EN6. OAPPLY 6RAFI60NE WP -10 ANTI - GRAFFITI COATING TO ALL MASONRY AVAIL. FROM GRAFIGONE INC., (SOO) 560 -8,400 O CONCRETE BROW DITCH PER CIVIL PLANS- COLOR TO BE 'TAUPE' FOR TITLE 5HEET - 5EE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -25.1 FOR GONSTRUGTION DETAILS 4 NOTES - SEE SHEETS 2ci -35.1 FOR IRRIGATION PLAN- SEE SHEETS 36 -5q �pHDBCAP\ k Q�tersoq ,�,pC,y\ REV 151 ON5 IST CITY SUB. 05" 50. ZURN FD- 2211 -5T -VP (OR BRD CITY SUB. EQ) CAST IRON DRAIN GRATE IN 3RD CITY SUB. GONG. DECK OR PATIO AREAS, MYLAR5 NLA(4 AT DRAIN AL CORNERS AALI6N W1TH l q / SCORE LINES V O3" DIA.PVG RI5ER- LENGTH AS APPROVED REQUIRED 4 3 BO DEEP POUR EDGE W/ #3 RE15AR JOB NO. CONTINUOUS DATE OPRE- FORMED EXPANSION JOINT SCALE A5 SHOWN W/WATERPROOF CAULKING- COLOR TO MATCH PAVING k OSANITARY SEWER AND DRAIN 'Y' ` O3" 5DR35 DRAINPIPE - GONNEGT TO .m. s L LINE WHERE 5HOWN- MIVIIL�DRRAAII a.. _= OFINI5H GRADE - MINIMUM 1% SLOPE ` TO DRAIN INLET 2 OGOMPAGTED 5UB&RADE PER SOILS REPORT S 9�SCORE LINE PER PLAN t!t . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . NOTE: CONTRACTOR TO VERIFY ALL PIPE AND INLET 51ZIN6 WITH CIVIL ENGINEER'S PRECISE GRADING PLAN. I w� Oj DI CONDITION I CONDITION 2 01:) AF.NCF. ON R TA I N I NO AALL Nov✓ SFFECT DETAIL LEGEND O NOOD FENCE TO BE STAINED COLOR FRAZEE 'MADERA' 60q- SEE DETAIL Q/ SHEET LC-10 FOR FENCE CONSTRUCTION O SLUMPED BLOCK RETAINING WALL COLOR TO BE ORGO 'MISSION BROWN'- 5EE CIVIL ENGINEER'S PLANS SPECIFYING FOR RE61ONAL 57ANDARD DETAIL CONSTRUCTION O FINISH PAD GRADE PER CIVIL PLANS 'RIVAM(i') G546 FENCE P05T BASE- SET INTO LOT RETAINING WALL PRIOR TO MORTAR FILL AT V O.G. RETAINING WALL PER CIVIL EN6. OAPPLY 6RAFI60NE WP -10 ANTI - GRAFFITI COATING TO ALL MASONRY AVAIL. FROM GRAFIGONE INC., (SOO) 560 -8,400 O CONCRETE BROW DITCH PER CIVIL PLANS- COLOR TO BE 'TAUPE' FOR TITLE 5HEET - 5EE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -25.1 FOR GONSTRUGTION DETAILS 4 NOTES - SEE SHEETS 2ci -35.1 FOR IRRIGATION PLAN- SEE SHEETS 36 -5q �pHDBCAP\ k Q�tersoq ,�,pC,y\ REV 151 ON5 IST CITY SUB. 0I- 24 -0^7 BRD CITY SUB. 05— I0-0'7 3RD CITY SUB. 0— l— I2 -0'9 MYLAR5 07 -20 -01 DRAWN M5 APPROVED JP JOB NO. 06 -114 DATE 05- 10 -0-7 SCALE A5 SHOWN FOR IRRIGATION LEGEND - SEE SHEET 40 NOTE: BEFORE ANY FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 EXCAVATION BEGINS, FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDGOVER - GALL DIG ALERT ®: SEE SHEETS 45 -51 -800- 227 -2600 FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -53 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Af f FOVA CS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. DESCRIPTION:XXXXXXXX �y4 N("3Mty Gi� DEPARTMENT �M ®3 -090 /i���Crly . ] 9404 GENESEE AVENUE, SUITE 140 11 1 3 xxxxxxx HORIZONTAL: AS SHOWN J I, LA JOLLA, CALIFORNIA 92037 -1939 APPROVED BY: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: 372 -G lurtrnr 04 .4 LOCATION: XXXXXXXXX Sly. _ �'� AS _ g. o. xxx VERTICAL: As SHOWN {� 858. 558. 8977 CONSTRUCTION DETAILS: PATIL 9 / � .. _ FAX 619.558. 9188 �h ,� CORAL COVE 1d (03 -090 TM, OR, COP, ElA) ELEVATION: ELEV: XXX DATUM: M.S.L. PAT IL l LC —IT SHEET 34iQOF a Q IKLJIC7FH R (FINISH TLIRE H/ SOLID° SEE DRAINAGE 10 60" ATTACH A �AGTURHiS 19 OP AND BIIN BB. G TAL ENLARGEMENT BOTTOM ORCO 'MISSION BROWN° BLOCK - I6 NA 13 14 I x IE B ALL CELLS SOLI® (SEE NOTE 4' -i° PIA. KA5HEP CKAVEL AT 1 23 I j 3 M4 VERT. REBAR 0 IW O.C. 2 BOTTOM OF FOT-4" REINFORCED CONCRETE IN k4 1 HORIZONTAL REB O.C. 18 %' BEAD D - SILICON SEALER A�20IM EDGE OF OFEANG IN Iq 0 COMPAC PER SOILS CONCRETE GAP 2 i 7y J ' ANTI 5' DRAIN LINE GRAFFITI CAATIP -SEE NOTE I� BE•ON{ 20 T- FITTING FOR IRRIGATION LINE II 3 T INTO DRAIN LINE O NA 45" _ DRAIN LINE CONNE:01 FL CONNECT o NA TO ADJACENT DRAIN 5 21 TEM IRRIGATION LATERAL, SEE [n I 15 13 FINISH 6RADE AT PLANTING AREA IRRIGATION PLANS. 12 Ip PLANTER POT -QUICK CRETE MODEL 23 MANJFACNRER TO WATERPROOF q #QR-CE -44I4P -61142 COLOR 'ADOBE INSIDE OF PRECAST POT TAUPE' WITH LIGHT SANDBLAST FINISH AN r. 20 MATCHING SAUCER 24 512R35 CLEM40UT ADAPTER HIS TO r AGGEPT THREADED DRAIN 6RATE- I I 5' 50. DECK DRAIN IN TOP OF PEDESTAL- THREADEP FEMALE END FITS OVER (S ZURN MODEL. FO- 2211 -ST- LOCATE IN PIPE - SET IN PLACE IN PEDESTAL EXACT CENTER OF P.I.P. CONC. PEDESTAL " �� °• �t FORM TOP SLAB 22 12 PROPER NON -YOVM GEOTEXTIt E G® rG DRAINAGE FABRIC- APPLY BEM OF NOTE: 1 I EPDXY AROUND ENTIRE EDGE AND SECURE APPLY 6RANCONE VVP -IO ,p , -, , _' 1 _i I IDE OF POT S TI A O-C AV MASONRY 5 ACES, 4 -� (i I I - - 13 IMPORT MIX - REFER TO AVAIL. FROM GRAFIGONE INC., _- ! _ -- i ^ r 24 I I 1 PLANTING TIONS (8001560 -8900. IRRIGATION HEAD (SEE ON PLAN). 514IM POT5 AS NECESSARY TO 9 22 000RDINATE LOCATION OF LEVEL PLANTER TOPS - APPLY SECTION Iq 20 21 19 IRRIGATION 5TUBDUT5 IN PAVING. SILICONE AFTER ANY NECESSARY LINE INSIDE DRAIN PIPE SHIMMING. NOTE: ENTRY MONIMENT DETAIL FOR ELEVATION DRAIN ENLARGEMENT Y MONJMr:NT MASONRY POT rEmsTAL FAI FETAL FEND I NO / O ATES GONGRETE NOTES I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 295 DAYS OF 3,000 P51. CEMENT I. FENDING SHALL BE SEAMLESS STEEL TUBING, GRADE B, SHALL BE TYPE I, MINIMUM 3/4 AGGREGATE. CONFORMING TO A5TM A511 -5I. REFER TO PLANS FOR 2• REINFORCING SHALL COMPLY WITH A5TM A615, GRADE 40 OR TO NOTES ON DETAILS. CONFORMING OR POWDER COATING. 3. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, WALL5 OR SLABS UNLE55 2. LANDSCAPE CONTRACTOR SHALL SECURE ALL FIELD DETAILED. MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE 4. REINFORCING 4. REINFORCING DETAILING SHALL CONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL FABRICATION AND INSTALLATION. OF STANDARD PRACTICE," LATEST EDITION. 3. FENCING AND GATES SHALL BE FABRICATED AND 5. REINFORCING, ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN A55 ASSEMBLED IN THE SHOP TO THE GREATEST EXTENT P051TION PRIOR TO PLACING CONCRETE. POSSIBLE. 4. ALL 6 . WALL5 AND PILASTERS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME 51ZE AND WELDS AND OTHER, GONNEGTIONS EXPOSED IN THE SPACING. FINISHED WORK SHALL BE GROUND AND DRESSED SMOOTH 1• SPLICE CONTINUOUS REINFORCING WITH 40 DIAMETERS MINIMUM LAP. AND SO THAT THE SHAPE AND PROFILE OF THE ITEM 95• ALL EXPAN51ON JOINTS SHALL RECEIVE 1/2 -INGH PRE - MOLDED FELT MATERIAL AND INSTALLED WHERE N WELDED IS PRESERVED. `HEAFY INDICATED, AND AT ALL BUILDINGS, WALLS AND FIXED IMPROVEMENTS. 5. GATES SHALL RECEIVE V'T` -D TY -DUTY SPRING LOADED °I• ALL EXPAN510N JOINTS SHALL RECEIVE 1/2 -INCH THICK SEALING COMPOUND. COLOR TO MATCH HINGE ASSEMBLIES WITH SELF HARDWARE. ADJACENT SURFACE COLOR. 6. REFER TO NOTES FOR FINISH. ALL SURFACES MAY BE E 10. ALL CONCRETE WALKS AND CONCRETE ACRO55 DRIVES SHALL RECEIVE A MEDIUM BROOM FINISH, PRIME FORTED WITH SYNTHETIC, RUST-ISURFA PRIMER UNLE55 OTHERWISE INDICATED. OR GALVANIZED OR POWDER COATED. FINAL FINISH IZFTR05TOTIG ER C 11. CONTROL JOINTS SHALL BE TOOLED 1/4 -INGH WIDE BY 1/4-INCH DEEP AS INDICATED. SHALL BE APPLIED OF TWO (2) 12. WEAKENED PLANE JOINTS SHALL BE I/4 -INGH WIDE BY I/2 SLAB THICKNESS DEEP. GOATS OF A LUSTERLESS ALKYD ENAMEL. SEE PLAN FOR COLOR. 1. ALL GATES SHALL BE SELF- GLOSINC WITH STEEL GARFENTRY NOTES STOPS. 1. ALL LUMBER SHALL BE KILN DRIED DOUGLAS FIR, NO. 2 GRADE 545 OR BETTER FREE OF KNOTS AND DEFECTS, UNLE55 OTHERWISE INDICATED. 2. ALL LUMBER SHALL BE MILLED, RE5AWN, UNLE55 OTHERWI5E INDICATED. 3. ALL CONNECTORS, ANCHORS AND ACCESSORIES, INCLUDING NAILS, SHALL BE FABRICATED STRUCTURAL STEEL AND SHALL BE HOT DIPPED GALVANIZED. 4. ALL SURFACES SHALL BE PAINTED WITH TWO (2) GOATS OF EXTERIOR PRIMER AND TWO (2) GOATS OF WEATHER- RE515TANT ALKYD ENAMEL. COLOR FINISH SHALL BE AS INDICATED ON PLANS. 5. ALL GATES SHALL BE SELF - CLOSING AND LATCHING WITH STEEL STOP5. 6. INSTALL WOOD FILLER TO FILL ALL IMPERFECTIONS ON ALL PRESSURE TREATED WOOD MEMBERS PRIOR TO PRIMING OR PAINTING. 02 WrO 9, , 1. ALL SURFACE DRAINAGE TO BE AWAY FROM ALL FOOTINGS, FOUNDATION5 AND BUILDING WALLS AT MINIMUM OF 2%. 2. GROSS SLOPE WALKS AND PAVING 2% MINIMUM, UNLESS OTHERWISE NOTED. 3. SURFACE SLOPES SHALL BE A MINIMUM OF 2% TO DRAINS IN ALL PLANTING AREAS. 4. SPECIMEN TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAIN LINE. DRAIN LINE PLACEMENT SHALL BE ADJUSTED AROUND TREES. 5. LAY DRAIN LINES WITH 2% MINIMUM FALL USE RIGID, NON PERFORATED DRAIN PIPE. NO CORRUGATED TYPES ARE TO BE USED. 6. ROUND TOES AND EDGES OF ALL SLOPES. CONTOUR SLOPES BETWEEN WALKS AND BUILDINGS. DRAIN SWALES ARE TO BE INSTALLED BETWEEN BASE OF SLOPES AND WALKS, PAVING AND BUILDINGS. 1. REFER TO CIVIL ENGINEER DRAWINGS FOR ALL GRADES AND INFORMATION. VERIFY ON -SITE AND REPORT DISCREPANCIES TO CIVIL ENGINEER BEFORE START OF ANY WORK ON THIS CONTRACT. 8. WHEN PERFORATED DRAIN PIPE 15 SPECIFIED, PERFORATIONS IN PIPE SHALL FACE DOWNWARD IN TRENCH. 9. VERIFY ALL INVERT ELEVATIONS AT PROPOSED TIE -INS PRIOR TO INSTALLATION. MAKE ANY ADJUSTMENTS AS NECESSARY TO ALLOW 2% MINIMUM FALL FOR REQUIRED DRAINASE OF LINES. 10. ALL TOP -OF -GRATE AND INVERT ELEVATIONS INDICATED ARE APPROXIMATE. VERIFY IN FIELD TO INSURE 2% MIN. 11. CONSULT OWNER FOR F5 OF ENTRY STOOP IN RELATION TO FF OF BUILDING. ENTRY STOOP TO BE A MINIMUM OF I" BELOW STUCCO 50REEDS. 12. CONTRACTOR SHALL ENSURE THAT EARTH MOUNDING DOES NOT INTERFERE WITH 5WALE5 DEPICTED ON CIVIL ENGINEER'S GRADING PLAN. 13. MAINTAIN 12" MINIMUM COVER OVER ALL DRAIN LINES. I. CONCRETE BLOCK UNITS SHALL BE MEDIUM WEIGHT AND COMPLY WITH A5TM CAO, GRADE N. PROVIDE DEEP -GUT BOND BEAM UNITS. 2. RETAINING WALL5 AND WALLS BELOW GRADE SHALL BE GROUTED SOLID. 3. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOLID. 4. IMMEDIATELY AFTER GROUTING, CONSOLIDATE GROUT USING MECHANICAL VIBRATING EQUIPMENT. ROPING WILL NOT BE ACCEPTED. 5. MORTAR SHALL CONSIST OF ONE PART PORTLAND CEMENT, 3 1/2 TO 4 PART SAND BASED ON DRY L005E VOLUME, AND NOT LE55 THAN 114 PART NOR MORE THAN 1/2 PART LIME. 6. GROUT SHALL BE 2,000 P51 MINIMUM, PROPPORTIONED I CEMENT, 3 SAND, 2 PEA GRAVEL. T REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 40. LAP 40 DIAMETERS. 5. ALL STUCCO WALL5 SHALL BE WATER SEALED WITH THIRTY (30) DAYS OF REVISIONS STUCCO COLOR GOAT. ALL STUCCO SHALL MATCH ARCHITECTURE IN COLOR AND IST uTIr SUB. 0I- 29 -01 FINISH, EXCEPT AS NOTED. 5RD CITY SUB. 05- I0-0-7 FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMEN51ON PLANS - 5EE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 2Q -35.1 FOR IRRIGATION PLAN- SEE SHEETS 36 -301 FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION 5PE05, NOTES AND DETAILS - 5EE SHEETS 41 -4-1 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDGOVER - SEE SHEETS 4& -51 FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 -53 3RD OITY SUB. 0-1- 12 -01 MYLARS 01- 20 -0"1 DRAWN MS APPROVED JP JOB NO. 06 -114 DATE 05 -10 -01 SOALE A5 SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, GALL DIG ALERT ®: I - 800 -22"7 -2600 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. DESCRIPTION:XXXXXXXX 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT Tm 03 -010 R XXXXXXX HORIZONTAL: AS SHOWN I, LA JOLLA, CALIFORNIA 92037 -1339 APPROVED DY. 37Z -G u 7- z�� o• LOCATION: XXXXXXXXX :11L4.10 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CONSTRUCTION NOTES, XXX VERTICAL: AS SHOWN 95a . 558 . 8977 91 /� \_ .�, g O 0MAO 0 - -FAX 819.558.9188 CORAL Lo 1 (0) -0JO A1, ,A% GDP, ®A) ELEVATION: ELEV: XXX DATUM: M.S.L. DATE: LC-15 SHEET 35 OF - 11 - 5- p CARPENTRY 1. ALL LUMBER SHALL BE DOUGLAS FIR, NO. 2 GRADE OR BETTER, UNLESS OTHERWISE INDICATED. 2. ALL LUMBER SHALL BE MILLED, RESAWN, UNLESS OTHERWISE INDICATED. 3. ALL CONNECTORS, ANCHORS AND ACCESSORIES, INCLUDING NAILS, SHALL BE FABRICATED STRUCTURAL STEEL AND SHALL BE HOT DIPPED GALVANIZED. 4. ALL SURFACES SHALL BE PAINTED WITH ONE (1) GOAT OF EXTERIOR PRIMER AND TWO (2) GOATS OF WEATHER - RESISTANT ALKYD ENAMEL. COLOR FINISH SHALL BE AS INDICATED ON PLANS. S. ALL GATES SHALL BE SELF - CLOSING WITH STEEL STOPS. 6. INSTALL WOOD FILLER TO FILL ALL IMPERFECTIONS ON ALL PRESSURE TREATED WOOD MEMBERS PRIOR TO PRIMING OR PAINTING. 6RADIN6 AND DRAINAGE NOTES I. ALL SURFACE DRAINAGE TO BE AWAY FROM ALL FOOTINGS, FOUNDATIONS AND BUILDING WALLS AT MINIMUM OF 2%. 2. GROSS SLOPE WALKS AND PAVING 2% MINIMUM, UNLESS OTHERWISE NOTED. 3. SURFACE SLOPES SHALL SE A MINIMUM OF 2% TO DRAINS IN ALL PLANTING AREAS. 4. SPECIMEN TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAIN LINE. DRAIN LINE PLACEMENT SHALL BE ADJUSTED AROUND TREES. S. LAY DRAIN LINES WITH 2% MINIMUM FALL USE R1610, NON PERFORATED DRAIN PIPE. NO CORRUGATED TYPES 15 TO SE USED. 6. ROUND TOES AND EDGES OF ALL SLOPES. CONTOUR SLOPES BETWEEN WALKS AND BUILDINGS. DRAIN SWALES ARE TO BE INSTALLED BETWEEN BASE OF SLOPES AND WALKS, PAYING AND BUILDINGS. 9. REFER TO CIVIL ENGINEER DRAWINGS FOR ALL 6RADES AND INFORMATION. VERIFY ON -SITE AND REPORT DISCREPANCIES TO CIVIL ENGINEER BEFORE START OF ANY WORK ON THIS CONTRACT. 5. WHEN PERFORATED DRAIN PIPE IS SPECIFIED, PERFORATIONS IN PIPE SHALL FACE DOWNWARD IN TRENCH. 9. VERIFY ALL INVERT ELEVATIONS AT PROPOSED TIE -INS PRIOR TO INSTALLATION. MAKE ANY ADJUSTMENTS AS NECESSARY TO ALLOW 2% MINIMUM FALL FOR REQUIRED DRAINAGE OF LINES. 10. ALL TOP- OF -61RATE AND INVERT ELEVATIONS INDICATED ARE APPROXIMATE. VERIFY IN FIELD TO INSURE 2% MIN. 11. CONSULT OWNER FOR FS OF ENTRY STOOP IN RELATION TO FF OF BUILDING. ENTRY STOOP TO BE A MINIMUM OF I" BELOW STUCCO SCREEDS. 12. CONTRACTOR SHALL ENSURE THAT EARTH MOUNDING DOES NOT INTERFERE WITH SWALES DEPICTED ON CIVIL ENGINEER'S 6RADIN6 PLAN. 13. MAINTAIN 12" MINIMUM COVER OVER ALL DRAIN LINES. METAL FENCING / GATES I. FENCING SHALL BE SEAMLESS STEEL TUBING (UNLESS OTHERWISE SPECIFIED), GRADE B, CONFORMING TO ASTM A511 -5I. REFER TO PLANS FOR GALVANIZED OR POWDER COATING. 2. LANDSCAPE CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION. 3. FENCING AND GATES SHALL BE FABRICATED AND ASSEMBLED IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. 4. ALL WELDS AND OTHER CONNECTIONS EXPOSED IN THE FINISHED WORK SHALL BE GROUND AND DRESSED SMOOTH AND SO THAT THE SHAPE AND PROFILE OF THE ITEM WELDED IS PRESERVED. S. GATES SHALL RECEIVE HEAVY -DUTY SPRING LOADED HINGE ASSEMBLIES WITH SELF - LATCHING HARDWARE. 6. REFER TO NOTES FOR FINISH. ALL SURFACES MAY BE PRIME COATED WITH SYNTHETIC, RUST- INHIBITING PRIMER OR GALVANIZED OR POWDER COATED. FINAL FINISH SHALL BE ELECTROSTATICALLY APPLIED OF Two (2) GOATS OF A GLOSS ALKYD ENAMEL. SEE PLAN FOR COLOR. 1. ALL GATES SHALL BE SELF - CLOSING WITH STEEL STOPS. REINFORCED MA50NRY 1. CONCRETE BLOCK UNITS SHALL BE MEDIUM WEIGHT AND COMPLY WITH ASTM CcIO, GRADE N. PROVIDE DEEP -GUT BOND BEAM UNITS. 2. RETAINING WALLS AND WALLS BELOW GRADE SHALL BE GROUTED SOLID. 3. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOLID. 4. IMMEDIATELY AFTER GROUTING, CONSOLIDATE GROUT USING MECHANICAL VIBRATING EQUIPMENT. RODING WILL NOT BE ACCEPTED. 5. MORTAR SHALL CONSIST OF ONE PART PORTLAND CEMENT, 3 1/2 TO 4 PART SAND BASED ON DRY LOOSE VOLUME, AND NOT LESS THAN 1/4 PART NOR MORE THAN 1/2 PART LIME. 6. GROUT SHALL BE 2,000 PSI MINIMUM, PROPPORTIONED I CEMENT, 3 SAND, 2 PEA GRAVEL. 1. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 40. LAP 40 DIAMETERS. 8. ALL STUCCO WALLS SHALL BE WATER SEALED WITH THIRTY (30) DAYS OF STUCCO COLOR GOAT. ALL STUCCO SHALL MATCH ARCHITECTURE IN COLOR AND FINISH, EXCEPT AS NOTED. FRO.1EGT HARDSl/l FE SFE0I F I CATI O S 01 -29 -0? I. LOCATE EXPANSION JOINTS EVERY 15' OR AS INDICATED ON DRAWINGS. 05- 10 -017 2.2 CONCRETE MIX, DESIGN AND TESTING 0- 7-12 -07 PORTLAND CEMENT CONCRETE 0'7- 20 -0'1 2. EXTEND JOINT FILLERS FULL WIDTH AND DEPTH OF JOINT, NOT LESS THAN 1/2 INCH OR A E DESIGN MIX TO PRODUCE NORMAL - WEIGHT CONCRETE CONSISTING OF PORTLAND MORE THAN I INCH BELOW FINISHED SURFACE WHERE JOINT SEALER 15 INDICATED. PART I - GENERAL - CEMENT, AGGREGATE, WATER - REDUCING OR HIGH -RANGE WATER - REDUCING APPROVED if- ADMIXTURE (SUPERPLASTIGIZER), AIR - ENTRAINING ADMIXTURE, AND WATER TO 3. FURNISH JOINT FILLERS IN ONE -PIECE LENGTHS FOR FULL WIDTH BEING PLACED WHEREVER 1.1 RELATED DOCUMENTS PRODUCE THE FOLLOWING PROPERTIES: POSSIBLE. WHERE MORE THAN ONE LENGTH 15 REQUIRED, LACE OR CLIP JOINT FILLER SECTION 05 -10 -OT SCALE TOGETHER. A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, APPLY TO THIS SECTION. I. COMPRESSIVE STRENGTH: 3000 PSI AND CEMENT SHALL BE TYPE I, MINIMUM 3/4" 4. PROTECT TOP EDGE OF JOINT FILLER DURING CONCRETE PLACEMENT WITH A METAL GAP I.2 SUMMARY AGGREGATE MINIMUM AT 28 DAYS UNLESS OTHERWISE INDICATED , , . OR OTHER TEMPORARY MATERIAL. REMOVE PROTECTION AFTER CONCRETE HAS BEEN PLACED ON BOTH 5IDE5 OF JOINT. 2. SLUMP LIMIT: 8 INCHES MINIMUM FOR CONCRETE CONTAINING HIGH -RANGE EXTENT OF PORTLAND CEMENT CONCRETE PAVING 15 SHOWN ON DRAWINGS, y,IA,TER- REDUCING ADMIXTURE (5UPERPLA5TIGIZER) 3 INCHES FOR OTHER CONCRETE. IN INCLUDING CURBS, GUTTERS, WALKWAYS AND PAVEMENT. 3.6 CONCRETE FINISHING B. PREPARED SUBBASE 15 SPECIFIED IN DRAWINGS. 3. AIR CONTENT: 5 TO 5 PERCENT. A. AFTER STRIKING -OFF AND CONSOLIDATING CONCRETE, SMOOTH SURFACE BY 5GREEDING AND FLOATING. USE HAND METHODS ONLY WHERE MECHANICAL FLOATING 15 NOT POSSIBLE. 1.5 SUBMITTALS PART 3 - EXECUTION ADJUST FLOATING TO COMPACT SURFACE AND PRODUCE UNIFORM TEXTURE. A. PROVIDE SAMPLES, MANUFACTURER'S PRODUCT DATA, TEST REPORTS, AND 3.1 SURFACE PREPARATION B. AFTER FLOATING, TEST SURFACE FOR TRUENESS WITH A 10 -FT. STRAIGHTEDGE. DISTRIBUTE MATERIALS' CERTIFICATIONS AS REQUIRED IN REFERENCED SECTIONS FOR CONCRETE AS REQUIRED TO REMOVE SURFACE IRREGULARITIES, AND REFLOAT REPAIRED CONCRETE AND JOINT FILLERS AND SEALERS. A. REMOVE LOOSE MATERIAL FROM COMPACTED SUBBASE SURFACE IMMEDIATELY AREAS TO PROVIDE A CONTINUOUS SMOOTH FINISH. BEFORE PLACING CONCRETE. PROOF -ROLL PREPARED SUBBASE SURFACE TO 1.4 QUALITY ASSURANCE CHECK FOR UNSTABLE AREAS AND NEED FOR ADDITIONAL COMPACTION. DO NOT G. WORK EDGES OF SLABS, GUTTERS, BACK TOP EDGE OF CURB, AND FORMED JOINTS WITH BEGIN PAVING WORK UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE AN EDGING TOOL, AND ROUND TO 1 /2- RADIU5, UNLESS OTHERWISE INDICATED. ELIMINATE TOOL A. GORES AND STANDARDS: COMPLY WITH LOCAL GOVERNING REGULATIONS IF READY TO RECEIVE PAVING. MARKS ON CONCRETE SURFACE. MORE STRINGENT THAN HEREIN SPECIFIED. 3.2 FORM CONSTRUCTION D. AFTER COMPLETION OF FLOATING AND WHEN EXCESS MOISTURE OR SURFACE SHEEN HAS 1.5 JOB CONDITIONS DISAPPEARED, COMPLETE TROWELING AND FINISH SURFACE AS FOLLOWS: A. SET FORMS TO REQUIRED GRADES AND LINES, BRACED AND SECURED. INSTALL A. TRAFFIC CONTROL: MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN FORMS TO ALLOW CONTINUOUS PROGRESS OF WORK AND 50 THAT FORMS CAN I. BROOM FINISH BY DRAWING A FINE -HAIR BROOM ACROSS CONCRETE SURFACE TRAFFIC AS REQUIRED FOR OTHER CONSTRUCTION ACTIVITIES. REMAIN IN PLACE AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT. PERPENDICULAR TO LINE OF TRAFFIC. REPEAT OPERATION IF REQUIRED TO PROVIDE A FINE B. CHECK COMPLETED FORMWORK FOR GRADE AND ALIGNMENT TO LINE TEXTURE ACCEPTABLE TO LANDSCAPE ARCHITECT. PART 2 - PRODUCT FOLLOWING TOLERANCES: 2. ON INCLINED SLAB SURFACES, PROVIDE A COARSE, NON -SLIP FIN15H BY 5GORIN5 SURFACE 2.1 MATERIALS I. TOP OF FORMS NOT MORE THAN I/6 INCH IN IO FEET. WITH A STIFF - BRISTLED BROOM, PERPENDICULAR TO LINE OF TRAFFIC. A. FORMS: STEEL, WOOD, OR OTHER SUITABLE MATERIAL OF SIZE AND STRENGTH 2. VERTICAL FACE ON LONGITUDINAL AXIS, NOT MORE THAN 1/4 INCH IN E. DO NOT REMOVE FORMS FOR 24 HOURS AFTER CONCRETE HAS BEEN PLACED. AFTER TO RESIST MOVEMENT DURING CONCRETE PLACEMENT AND TO RETAIN HORIZONTAL 10 FEET. FORM REMOVAL, GLEAN ENDS OF JOINTS AND POINT -UP AND MINOR HONEYCOMBED AREAS. AND VERTICAL ALIGNMENT UNTIL REMOVAL. USE STRAIGHT FORMS, FREE OF REMOVE AND REPLACE AREAS OR SECTIONS WITH MAJOR DEFECTS, AS DIRECTED BY DISTORTION AND DEFECTS. G. GLEAN FORMS AFTER EACH USE AND GOAT WITH FORM RELEASE LANDSGAPE ARCHITECT. AGENT AS REQUIRED TO ENSURE SEPARATION FROM CONCRETE WITHOUT 1. USE FLEXIBLE SPRING STEEL FORMS OR LAMINATED BOARDS TO FORM RADIUS DAMAGE. 3.7 CURING BENDS AS REQUIRED. D. SLOPE STEP TREADS AT 1/4 INCH PER FOOT TO DRAIN. A. PROTECT AND CURE FINISHED CONCRETE PAVING. USE MEMBRANE - FORMING CURING AND 2. GOAT FORMS WITH A NON - STAINING FORM RELEASE AGENT THAT WILL NOT SEALING COMPOUND OR APPROVED MOIST - CURING METHODS. DISCOLOR OR DEFACE SURFACE OF CONCRETE. 33 REINFORCEMENT B. ANT15FALLINS TREATMENT: APPLY TREATMENT TO CONCRETE SURFACES NO SOONER THAN B. REINFORCING BARS: DEFORMED STEEL BARS, ASTM A 615, GRADE 60. A. LOCATE, PLACE AND SUPPORT REINFORCEMENT AS SPECIFIED IN 28 DAYS AFTER PLACEMENT, TO CLEAN, DRY CONCRETE FREE OF OIL, DIRT, AND OTHER DRAWINGS. FOREIGN MATERIAL. APPLY CURING AND SEALING COMPOUND AT A MAXIMUM COVERAGE G. LIQUID - MEMBRANE FORMING AND SEALING CURING COMPOUND: COMPLY WITH RATE OF 300 S.F. PER GALLON. APPLY ANTISPALLING COMPOUND IN 2 SPRAYED ASTM G 309, TYPE 1, GLASS A UNLESS OTHER TYPE ACCEPTABLE TO ARCHITECT. 3.4 CONCRETE PLACEMENT APPLICATIONS. FIRST APPLICATION AT RATE OF 40 50. YDS. PER GAL.; SECOND MOISTURE L055 NO MORE THAN 0.055 GR. /50. CM. WHEN APPLIED AT 200 50. APPLICATION, 60 50. YD5 PER GALLON. ALLOW COMPLETE DRYING BETWEEN APPLICATIONS. FT. /GAL. A. DO NOT PLACE CONCRETE UNTIL SUBBASE AND FORMS HAVE BEEN CHECKED FOR LINE AND GRADE, MOISTEN SUBBASE IF REQUIRED TO 3.8 REPAIRS AND PROTECTIONS I. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE A UNIFORM DAMPENED CONDITION AT TIME CONCRETE 15 PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT PLACED. DO NOT PLACE CONCRETE AROUND MANHOLES OR OTHER A. REPAIR OR REPLACE BROKEN OR DEFECTIVE CONCRETE, AS DIRECTED BY ARCHITECT. LIMITED TO, THE FOLLOWING: STRUCTURES UNTIL THEY ARE AT REQUIRED FINISH ELEVATION AND ALIGNMENT. B. DRILL TEST GORES WHERE DIRECTED BY ARCHITECT WHEN NECESSARY TO DETERMINE 2. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF MAGNITUDE OF CRACKS OR DEFECTIVE AREAS. FILL DRILLED GORE HOLES IN SATISFACTORY THE FOLLOWING: B. PLACE CONCRETE BY METHODS THAT PREVENT SEGREGATION OF PAVEMENT AREAS WITH PORTLAND CEMENT CONCRETE BONDED TO PAVEMENT WITH EPDXY MIX CONSOLIDATE CONCRETE ALONG FACE OF FORMS AND ADJACENT ADHESIVE. "MASTERSEAL"; MASTER BUILDERS TO TRANSVERSE JOINTS WITH INTERNAL VIBRATOR. KEEP VIBRATOR "A -H 3 WAY SEALER "; ANTI -HYDRO WATERPROOFING CO. AWAY FROM JOINT ASSEMBLIES, REINFORCEMENT, OR SIDE FORMS. USE G. PROTECT CONCRETE FROM DAMAGE UNTIL "EGOCURE"; EUCLID CHEMICAL CO. ONLY SQUARE -FACED SHOVELS FOR HAND - SPREADING AND ACCEPTANCE OF WORK. EXCLUDE TRAFFIC FROM "CLEAR SEAL"; A.G. HORN CONSOLIDATION. CONSOLIDATE WITH CARE TO PREVENT DISLOCATION PAVEMENT FOR AT LEAST 14 DAYS AFTER "J -20 ACRYLIC CURE "; DAYTON SUPERIOR OF REINFORCING, DOWELS, AND JOINT DEVICES. PLACEMENT. WHEN CONSTRUCTION TRAFFIC IS "SURE CURE"; KAUFMAN PRODUCTS, INC. PERMITTED, MAINTAIN PAVEMENT AS GLEAN AS "AR -30 "; W.R. MEADOWS I. USE BONDING AGENT AT LOCATIONS WHERE FRESH CONCRETE 15 POSSIBLE BY REMOVING SURFACE STAINS AND "SPARTAN - COTE"; THE BURKE CO. PLACED AGAINST HARDENED OR PARTIALLY HARDENED CONCRETE SPILLAGE OF MATERIALS AS THEY OCCUR. "SEALKURE "; TOGH DIV. - CARBOLINE SURFACES. "KURE -N- SEAL"; SONNEBORN- CONTECH. I. SWEEP CONCRETE PAVEMENT AND WASH FREE "POLYCLEAR"; UPCO CHEMCIAL /USM CORP. 2. DEPOSIT AND SPREAD CONCRETE IN A CONTINUOUS OPERATION OF STAINS, DI50OLORATION5, DIRT, AND OTHER "L$M CURE"; L 8 M CONSTRUCTION CHEMCIALS BETWEEN TRANSVERSE JOINTS AS FAR AS POSSIBLE. IF INTERRUPTED FOREIGN MATERIAL JUST BEFORE FINAL "KLEARSEAL "; SETTON INDUSTRIES FOR MORE THAN 1/2 HOUR, PLACE A CONSTRUCTION JOINT. INSPECTION. " "; PROTEX INDUSTRIES "HARDTOP"; 6 3. WHEN ADJACENT PAVEMENT LANES ARE PLACED IN SEPARATE TOP "; 1FFORD -HILL POURS, DO NOT OPERATE EQUIPMENT ON CONCRETE UNTIL PAVEMENT HAS END OF SECTION B. BONDING COMPOUND: POLYVINYL ACETATE OR ACRYLIC, BASE, REWETTABLE TYPE. I. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: "J -40 BONDING AGENT "; DAYTON SUPERIOR CORP. "WELDGRETE"; LARSEN PRODUCTS "INTRALOK"; W.R. MEADOWS "EVERBOND"; L $ M CONSTRUCTION CHEMICALS "EUCOWELD"; EUCLID CHEMICAL CO. "HORNWELD"; A.G. HORN "SONOCRETE "; SONNEBORN- CONTECH "ACRYLIC BONDCRETE "; THE BURKE CO. D. EPDXY ADHESIVE: ASTM G 881, 2- COMPONENT MATERIAL SUITABLE FOR USE ON DRY OR DAMP SURFACES. PROVIDE MATERIAL "TYPE ", "GRADE", AND "GLASS" TO SUIT PROJECT REQUIREMENTS. I. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: A. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE Or- THE FOLLOWING: "EPDXTITE "; A.G. HORN "EDOCO 2115 EPDXY ADHESIVE"; EDOCO TECHNICAL PROD. "SIKADUR HI- MOD "; SIKA CHEMICAL CO. "PATCH AND BOND EPDXY "; THE BURKE CO. "SURE -PDXY KAUFMAN PRODUCTS INC. ATTAINED SUFFICIENT STRENGTH TO CARRY LOADS WITHOUT INJURY. 3.5 JOINTS A. GENERAL: CONSTRUCT EXPANSION, WEAKENED -PLANE (CONTRACTION), AND CONSTRUCTION JOINTS TRUE TO LINE WITH FACE PERPENDICULAR TO SURFACE OF CONCRETE. CON57RU07 TRANSVERSE JOINTS AT RIGHT ANGLES TO THE CENTERLINE, UNLE55 OTHERWI5E I ND I GATED. 1. WHEN JOINING EXISTING STRUCTURES, PLACE TRANSVERSE JOINT TO ALIGN WITH PREVIOUSLY PLACED JOINTS UNLE55 OTHERWISE INDICATED. B. WEAKENED -PLANE (CONTRACTION) JOINTS: PROVIDE WEAKENED -PLANE (CONTRACTION) JOINTS, SECTIONING CONCRETE INTO AREAS AS SHOWN ON DRAWINGS. CONSTRUCT WEAKENED -PLANE JOINTS FOR A DEPTH EQUAL TO AT LEAST 1/4 CONCRETE THICKNESS, AS FOLLOWS: 1. TOOLED JOINTS: FORM WEAKENED -PLANE JOINT IN FRESH CONCRETE BY GROOVING TOP PORTION WITH A RECOMMENDED GUTTING TOOL AND FINISHING EDGES WITH A JOINTER. G. CONSTRUCTION JOINTS: PLACE CONSTRUCTION JOINTS AT END OF PLACEMENTS AND AT LOCATIONS WHERE PLACEMENT OPERATIONS ARE STOPPED FOR MORE THAN 1/2 HOUR, EXCEPT WHERE SUCH PLACEMENTS TERMINATE AT EXPANSION JOINTS. D. EXPANSION JOINTS: PROVIDE PREMOLDED JOINT FILLER FOR EXPANSION JOINTS ABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, WALKS, POOL /SPA COPING, STAIRS, WALLS AND OTHER FIXED OBJECTS, UNLE55 OTHERWISE INDICATED. REVISIONS APPROVED DATE E ES DATE I BENCH MARK SCALE APPR01kALS CITY OF ENCINITAS PLANNING DEPARTMENT T ZIP zoi-t(w DESCRIPTION:XXXXXXXX XXXXXXX L 9404 GENESEE AVENUE, SUITE 140 APPROVED BY: - G+/M LOCATION: XXXXXXXXX HORIZONTAL: AS SHOWN LA JOLLA, CALIFORNIA 92037 -1339 Mot 1-904U al �/U 858. 558. 8977 XXX VERTICAL: AS SHOWN_ IN =! DE`, O 4 FAX 819. 558 .9188 / 9 LANDSCAPE ARCHITECTURE ELEVATION: ELEV. XXX DATUM: M.S.L. a PLANNINr DATE: & FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 29 -35.1 FOR IRRIGATION PLAN- SEE SHEETS 36 -39 FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -4? FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE SHEETS 48 -51 FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 -53 CITY OF ENCINITAS: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CORAL COVE REVISIONS 157 CITY SUB. 01 -29 -0? 5RP C17Y SUB. 05- 10 -017 5R:P CITY SUB. 0- 7-12 -07 MYLARS 0'7- 20 -0'1 DRAWN M5 APPROVED if- J05 NO. 06 -114 DATE 05 -10 -OT SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, GALL DIG ALERT @: I -800- 22'7 -2600 ENGINEERING DEPARTMENT LC -16 DRAWING NO. Tm 03 -040 3731 -G (03-CAD 7M, M CDP. EIA) SHEET 351 OF 53 C A-21 211 I"10 A-20 15'2q 15'38 A- 12t 21 A-I6 ilia A-15 1 20 { ;15'341,! 21 If 2112 4 3/4 z' 7 (IV2! �46 m 3/47 3/4- 2112 t_ � CJ NOTE: 5-224 - MA-3 MA-26 ffA-21 IRRIGATION MAINLINE AND AFFURTENANC 5'33 13'30 13'30 1 12 LOCATIONS ARE DIAGRAMMATIC. AL IRRIGATION EQUIPMENT SHALL BE 11 ALLED _L B� JA — — 21)2 2112 2112 WITHIN THE LIMIT OF WORK, �' N5 ANY --aAif, - xz-- -xz T-44---r- HARD50APE AND WITH I AREAS. ANY 2V4 AIA ­7 PARKWAY IMPROVEMENT.T;ioiolI`1�PUBLIC AN RIGHT -OF-NAY REGUItnon OACHMENT 11/4 1' ii� 1/4 314, 1/4 PERMIT FROM THE W4_7171 3/4 e' i I A NOTE: ��3 4 3/ i IRRIOATIO OUIPMENT SHOWN OUTSIDE OF 4 MAINT CE RESPONSIBILITY AREAS FOR 24 CL ONLY. ALL EQUIPMENT SHALL BE 514 1 ALLIED WITHIN THE LIMIT OF WORK LINES. LIM ERIFY ALL LAYOUT IN FIELD WITH OWNER'S NOTE: AUTHORIZED REPRESENTATIVE. u2i t ALL STREET TREES WITHIN HOME OWNERS LOT 7- SHALL BE CONNECTED TO THE HOME ONNERS, NOTE: PRIVATE METER ON 5EFERATE VALVE SYSTEM ALL HEADS ARE TO BE ADJUSTED TO PREVENT 3/4 RM --AS PART OF THE PRIVATE IRRIGATION SYSTEM 11 1 1 OVER51FRAY ONTO BUILDINGS, WALLS, FENCES 11 n M2q 7 oe"! 1 FOR THAT LOT (TYP). AND HARD50APE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND P15TRIBUTION EFFICIENCY NHILE KEEPINS INATER 21 WITHIN THE LANDSCAPED PLANTED AREA 5/4 10 TE A e. NOTE: POO "A" TO BE A I" POTA HATER METER WITH A 211 CONTRACTOR SHALL ADJUST ALL HEADS AS SERVICE LATERAL. REGUIRED TO ACCOMMODATE ANY VERTICAL ----------- 5 -T ------- 5ACKFLOH 51ZE: OBSTRUCTIONS THAT MAY OCCUR, INCLUDING L I BUT NOT LIMITED TO LIGHT POLES, FIRE BACKFILOIN 05URE: V.I.T. 5BEC-50OR HYDRANTS, FENCES, ETC. VERIFY ALL HEAD MASTE LVE SIZE: LAYOUT WITH OWNER'S AUTHORIZED ORAL COVE WAY LEO C0,61, F 5EN50R 51ZE: III REPRESENTATIVE PRIOR TO COMMENCING WORK. DESIGN HATER PRESSURE: 76 PON IU NOTE: JU CONTRACTOR SHALL PROVIDE 5LEEVIN5 FOR D=6' 1'7 BOOST REQUIRED: NO ----- - - ____ — T ALL FUTURE PAVED AREAS INCLUDINIS5 FUTURE MAXIMUM DEMAND: 58 c7FM DRIVEWAYS, ROADWAYS, AS WELL AS ALL VI j 4 T_ SET POO REGULATOR 6 &1 P51 CURRENT PAVED AREAS, PATHS, ETC. VERIFY ESTIMATED AREA SERVED: 2&,7133 50. FT. ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S if AUTHORIZED REPRESENTATIVE PRIOR TO of EST. ANNUAL HATER USE: 1.62 ACRE FT. MR YEAR 'U STARTING WORK. MANA: 2.04 ACRE FT. PER YEAR 19 1112 i. HATER SOURCE: SAN PIEGUITO HATER NOTE: 015TRICT ('160) 633-2,loq ALL ROV'S AND OCV'S SHALL BE INSTALLED 13/4 11 LU OFFSET FROM MAINLINE AND ISOLATED WITH A THE CONTRACTOR SHALL VERIFY LOCATION AND HATER BALL VALVE. ALL R0V'5 SHOWN WITHIN 15 FEET IFZ, 21/2 OF EACH OTHER SHALL BE INSTALLED ON A PRE-55URE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE 15 NOT AS STATED ON THE PLANS COMMON MANIFOLD. If f THE CONTRACTOR SHALL NOTIFY THE OWNERSI. REPRESENTATIVE BEFORE PURCHASE OF EQUIPMENT AND _3A 11, fill BEGINNING INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXISTING STATIC PRE55URE 15 5/4 BELOW THAT STATED ABOVE SHALL BE THE 50LE A-2 RE5PONSIBILIT'( OF THE CONTRACTOR. CONTROLLER "A" SHALL BE A HUNTER/ ITS CONTROLLER A-3 ASSEMBLY, MODEL#: 11121 H�-�bj 71 CAI -HIJI -3(b/HF-IOO/R5E/MPI& 514 f JA A-4 LL-L"-J FINAL LOCATION OF CONTROLLER, ELECTRICAL SERVICE, (2 AND APPRTENANCE5 SHALL BE OUTSIDE ANY PUBLIC 24 V4 R.O.H. OR EASEMENT AND CONFIRMED WITH OWNER'S R.O.W. REPRESENTATIVE PRIOR TO COMMENCING WORK. r I - ' NOTE- 'A' HAS MOVED SEE CIVIL PLANS iI 11 'T F� 414 _TFNAN(S AL ALL ZD ANY A A ANY 1,-' r 1/2 J A I !;T JA J 0] II -09 QO f a I MATCHLINE- 5EE 5HEET LI-04 P167 ALERT Nk cA1.a�"- CALIFORNIA STATE LAN SAYS YOU K5T CALL BEFORE YOU 016. GOVERNMENT GOVE SEGT(ON 4216-42ib4 STATES THAT "EXCAVATION": REVISIONS CiIZAPIl TRENCHING, DIGGING, DITCHING, DRILLING AUGURING, TUNNELING, IST r_ilry SUE3. 01-29 -0-1 5GRAPINI5, CABLE OR PIPE FLOH14S, DRIVING, FOUNDATION PIC<711`46, LANDSCAPE P166M PLUMBING, FENCE P05T OR ANY OTHER MY. OUR 5RZ) 011Y SUE3. 05-10-0'7 PEWIT FOR P1661% WILL NOT BE VALID WITHOUT A PIC7 ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN GOWLETM 5p-p CITY SUB. 07-12-07 THERE 15 ALSO A 14-DAY WINDOW (SECTION 421b.'E)) IN HHIGH YOU K6T M*I'LAR-'v 0-7-20-Cr7 COMPLETE THE PROP05W 0166M. IF YOU WILL NEW ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RESPONSIBILITY TO RECALL 016 PLANS ARE IN CONFORMANCE WITH CHAPTER 25.26 r. P16 ALERT TOLL-FREE NUMBER 151 -e00 -221 -2600. OF THE ENCINITAS MUNICIPAL CODE CITING THE 'qt**1I1Il nRANN Pm1mr, WATER EFFICIENT LANDSCAPE PROGRAM. FOR TITLE SHEET - SEE SHE 0 AI-PR0\/r=D Pm FOR CONSTRUCTION PLAN AND END - SEE 5HEET5 21-24 FOR CONSTRUCTION DIMENSION PL - SEE 5HEET5 25-25.1 J00 NO. c6_114 FOR CONSTRUCTION DETAILS 4 NOTES SEE SHEETS 21-55.1 PATE 05-10-Cr7 FOR IRRIGATION PLAN- SEE 5HEETS! b- 94:,ALr AS SHOWN FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - E SHEETS NOTE: BEFORE ANY 41-47 EXCAVATION BEGINS, 20 10 0 20 40 60 FOR PLANTING PLANS: TREES, SHRUBS AND OROUN CALL D10 ALERT @: SEE SHEETS 48 -51 1-800-227 -2600 SCALE: 1" 20' FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 REVISIONS ,*#'APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF ENCINITAS: ENGINEERINN DRAWING NO. -VOID THII-S SjmfiT DESCRIPTION:XXXXXXXX 4momll"m APfflowo 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT 05-G 0 APPROVED BY: xxxxxxx HORIZONTAL: AS SHOWN LA JOLLA, CAMFOPNIA 92037-1339 14r LOCATION: XXXXXXXXX LANDSCAPE CONSTRUCTION DOCUMENTS FOR: 41re 77, 858. 558. 8977 Fa o xxx VERTICAL: AS SHOWN FAX 819 . 658 . 9188 IRRIGATION PLAN: '000or nVE (bS-0q*7X, DA CA) DATE: ;716 C, CORAL CL/ L' ®1 SHEET 36 OF ELEVATION: ELEV* XXX DATUM: M.S.L. 21,11111% vo'l? �c y '211 1 II is I I E 21 k} } A -16 i I" 8 f� I A -14 I 15" 34 z t It it f A-13 � I D ' ../4 _ d t _ I I 914 N4 -a � � r i. �.....,oa...,a. i i ti _.._._.._L'ni$«....... .... ......G�i ........ ..._ ............._...._.....i�fi __.._........ �Cr"LS ....« .«- ._...._._.�..,.............. ._?ap5 ......_..v.. �v:..x _._..._3n9S... ......_......._ ____tea ....._ v«. ... _.,, IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIA6RAMMATIC. — — ����.... _ .................... _.. _ _..._ _ IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY ._ ._... AS. ANY ARDSGAPE AND WITH PLANTING ARE PARKWAY IMPROVEMENTS IN PUBLIC - - AN ENCROACHMENT IRE __ a PERMIT FROM THE CITY. mt tt w lot F. -e .. am,, a a a . ___ e a a NOTE: - IRRI&ATION EQUIPMENT 5H OWN OUTSIDE OF F m- MAINTENANCE RESPONSIBILITY AREAS FOR it 1 i� CLARITY ONLY. ALL EQUIPMENT SHALL BE tj ( ( B -q - 5. ( INSTALLED WITHIN THE LIMIT OF WORK LINES j ITH OWNER �� t VERIFY ALL LAYOUT IN FIELD W Ek L ' NOTE: AUTHORIZED REPRESENTATIVE. �, ALL STREET TREES WITHIN HOME OWNERS LOT _ . - - l - - 11� \U A-28 SHALL BE CONNECTED TO THE HOME OWNERS NOTE: e - -I e I I �I II ;i rl PRIVATE METER ON 9EFERATE VALVE SYSTEM ALL HEADS ARE TO BE ADJU5TED TO PREVENT 1�4 I 1 ' AS PART OF THE PRIVATE IRRIGATION SYSTEM (�� - OVER5PRAY ONTO BUILDINGS, WALLS, FENCES 1 .............. I If a IU2 A -2Q FOR THAT LOT (TYP). �[ AND HARD5GAPE. ALL ADJUSTMENTS SHALL _ • • m,�,o, q I I I - 1 A55URE GOOD SYSTEM COVERAGE AND A-�0 I, ..... i! I' DISTR BUTION EFFICIENCY WHILE KEEPING WATER ilk. F I WITHIN THE LANDSCAPED PLANTED AREAS. -�4 1 314 e ii ;: NOTE A: NOTE 3 I i II TO BE A POTABLE WATER METER WITH A 211 CONTRACTOR SHALL ADJUST ALL HEADS AS '7 LATERAL. REQUIRED TO ACCOMMODATE ANY VERTICAL BAGKFLON 51ZE: I " w'm OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT BAGKFLOW ENCLOSURE: V.I.T. 5BBC -30GR NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, — FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH MASTER VALVE SIZE: I --� OWNERS AUTHORIZED REPRESENTATIVE PRIOR $,LORI FLOW 5EN50R 51ZE: 1" � TO COMMENCING WORK. DESIGN WATER PRE55URE: 76 P51 HA NOTE: 5005T REQUIRED: NO LU CONTRACTOR SHALL PROVIDE 5LEEVING FOR MAXIMUM DEMAND: 38 GPM 1: ALL FUTURE PAVED AREAS INCLUDING FUTURE ZOAPAA �vm S ET POG REGULATOR ® 81 P51 _ DURRRENT PAVED AREAS PATHSLETCSVERIFY .. .._.. -.a j 1 ESTIMATED AREA SERVED: 28,733 50. FT. JU ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S I AUTHORIZED REPRESENTATIVE PRIOR TO EST. ANNUAL WATER USE: 1.62 ACRE FT. PER YEAR I STARTING WORK. MAKA: 2.04 ACRE FT. PER YEAR WATER SOURCE: SAN DIEGUITO WATER - 1 NOTE: DISTRICT (760) 633 -270q ALL RCVS AND GOV'S SHALL BE INSTALLED I THE CONTRACTOR SHALL VERIFY LOCATION AND WATER LU OFFSET FROM MAINLINE AND ISOLATED WITH A II BALL VALVE. ALL RCVS SHOWN WITHIN 15 FEET I II � � PRE55URE BY DIRECT MEASUREMENT IN THE FIELD. IF 1, EXISTING PRESSURE 15 NOT AS STATED ON THE PLANS [ OF EACH OTHER SHALL BE INSTALLED ON A I COMMON MANIFOLD. THE CONTRACTOR SHALL NOTIFY THE OWNERS , V E1 REPRESENTATIVE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXISTING STATIC PRESSURE 15 BELOW THAT STATED ABOVE SHALL BE THE 50LE ; , t �----- -�— RESPONSIBILITY OF THE CONTRACTOR. ~° it CONTROLLER "A" SHALL BE A HUNTER/ 175 CONTROLLER ASSEMBLY, MODEL #: IGAI- HUI- 3(b/HF- 100 /R5E /MPIS _ _ ._ ._._ .. _ ............... _ ._ _ _ _.... _; FINAL LOCATION OF CONTROLLER, ELECTRICAL SERVICE, .._._... .. AND APPRTENANCE5 SHALL BE OUT5IDE ANY PUBLIC - R.O.W. OR EASEMENT AND CONFIRMED WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. t �i NOTE: POO 'A' HAS MOIVED SEE: CIVIL PLANS 11 � i MATCHL I NE— 5f=E 5HFET L 1 -04 N F-- \A1 sHEET DIG ALERT CALIFORNIA STATE LAN SAYS YOU MUST GALL BEFORE YOU DIG. GOVERNMENT CODE SECTION 4216-42164 STATES THAT "EXCAVATION ": REVISIONS A IN P ANS TREES SHRUBS AND -=^I DOVER GALL DIG ALERT @): 20 10 0 20 40 80 FOR PL NT G L - 5EE 5HEE75 45 -51 1- 800 -227 -2600 FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -55 SCALE: 1" = 20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. I N DESCRIPTION :XXXXXXXX M b� ' 'c•0 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT 7m 0$ -090 SHE LT aw L-A c rz-s A XXXXXXX HORIZONTAL: AS SHOWN :/fjj, NJ I ® LA JOLLA, CALIFORNIA 92037 -1329 APPROVED BY: � � 372 -G si - LOCATION: XXXXXXXXX �f: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: �' ®a ®.569. 8977 IRRIGATION PLANT v. XXX VERTICAL: AS SHOWN i7At'r)ri: �A �� %/ 3 (03 -090 TM, DR. CDP SA) : o FAX 819.558.9188 ���'� CORAL COVE ELEVATION: ELEV. XXX DATUM: M.S.L. DATE: LI -1 I SHEET 36d0F GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURIN6, TUNNELING, I IST CITY SUS. 0 0I -2q-0'7 3RD CITY sus. 0 05- 10-0-7 LANDSCAPE DIGGING PLUMBING, FENCE P05T OR ANY OTHER WAY. OUR 3 NUMBER AND NOTIFICATION THAT THE MAWOUT HAS BEEN COMPLETED. 3 3RD CITY 5U5. 0 0'7-12-0'7 THERE 15 ALSO A 14-DAY WINDOW (SECTION 42164!Fa) IN WHICH YOU MUST C CARS o of -2o -oT TIME BEYOND THE 14 DAYS. IT 15 YOUR RESPONSIBILITY TO RECALL DIG PLANS ARE IN CONFORMANCE WITH CHAPTER 23.26 ALERT. DIG ALERT TOLL -FREE NUMBER 15 1 -800 -227 -2600. OF THE ENCINITAS MUNICIPAL CODE CITING THE D DRAWN P PM MG FOR T TITLE SHEET - SEE SHEET 20 A APPRoVED P PM FOR C CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 2I -24 FOR C CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -25.1 J J05 NO. 0 06 -114 DATE 0 05- 10 -0-1 FOR CONSTRUCTION DETAILS 4 NOTES -SEE SHEETS 2ci -35.1 D FOR I IRRIGATION PLAN- SEE 5HEET5 56 -5ct 5 5GALE A AS 51-IOWN FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE 5HEE75 N NOTE: BEFORE ANY 20 10 0 20 40 80 FOR PL NT G L - 5EE 5HEE75 45 -51 1- 800 -227 -2600 FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -55 SCALE: 1" = 20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. I N DESCRIPTION :XXXXXXXX M b� ' 'c•0 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT 7m 0$ -090 SHE LT aw L-A c rz-s A XXXXXXX HORIZONTAL: AS SHOWN :/fjj, NJ I ® LA JOLLA, CALIFORNIA 92037 -1329 APPROVED BY: � � 372 -G si - LOCATION: XXXXXXXXX �f: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: �' ®a ®.569. 8977 IRRIGATION PLANT v. XXX VERTICAL: AS SHOWN i7At'r)ri: �A �� %/ 3 (03 -090 TM, DR. CDP SA) : o FAX 819.558.9188 ���'� CORAL COVE ELEVATION: ELEV. XXX DATUM: M.S.L. DATE: LI -1 I SHEET 36d0F L °— —GAS -- —S -- -CRS— -- -_ —.-- GAS._ —_— NOTE: __ __ _ � — — - -- - IRRIGATION MAINLINE AND APPURTENANG - -- ._ -- -- _ - -- __ -- -- -- ___ —__� t T i " 35 11311511 15' 45 - - - -� -_ - - - - -_ _ � __- _- — —__ -- _ _ — I ! LOCATIONS ARE D I AGRAMMA I G -- -- — - - -- - - - -- —Tf - - -- ®- - - -- - -- II j j L AL —2. -, — — — —..— —��— M _ ._ _ - IU2 __ _ . — _a I IRRIGATION EQUIPMENT SHALL BE I ALLED — _ _ _ _ _ � � WITHIN THE LIMIT OF WORK, I5 " ANY a I 2 II/4 a - - --- - - - -- — I _3/4 __ �, j HARDSGAPE AN WITH I D PLAN G AREAS. ANY 8 e a a a s A a a a a 17 t PARKWAY IMPROVEMENT PUBLIC _4 7 _1114 I ' I p lid 1?__ I ; If LAJI 1' ( Jill {j 3. I I I ! 1, I ( $ 4 I Ilf' I �I; I I IIjI a �I! !I j li I L C� ( �; - [c j ! i 1,1 5 - I i Y __ .J I` ' i il' I� I �YY L/j 3 r � __ _ 10j i -- -- - -- -- _— - � `ALL EET TREES WITHIN HOME OWNERS LOT SHALL ONNEGTED TO THE HOME OWNERS Iln PRIVATE MI R ON 5EPERATE VALVE SYSTEM I I I AS PART OF PRIVATE IRRIGATION SYSTEM I I tu FOR THAT LOT ( 341 II1IU2 lu tu II II - ! - — =F - I' k - ( N11 if FYI I I 3 I� -R-- � -�- -` ---� -- �--x -� --x- - x- = -M -_m - M-- �-- �-�-,. I I a I �_T I (Its .jl ! ' ' ijl — — II I , ��.• 111! VIII ICJ lia1 b . MATGHL I NE- SEE SHEET L I -03 � �z5 Jf �� ILI i' I, r 1' I; r .1 RIGHT -OF -WAY REQUI AN ENCROACHMENT 3 s II PERMIT FROM THE _ 4 I V2 Ii I NOTE: /4 I I ! IRRIGATIO QUIPMENT SHOWN OUTSIDE OF 4, I : 4: t MAINT GE RESPONSIBILITY AREAS FOR I ` j GL ONLY. ALL EQUIPMENT SHALL BE I ALLED WITHIN THE LIMIT OF WORK LINES. e" .g4i4 ij ERIFY ALL LAYOUT IN FIELD WITH OWNER'S lI ��i I �j AUTHORIZED REPRESENTATIVE. , 5 q 3 9 I $/< 44 : In 000 1 NOTE: ALL HEADS ARE TO BE ADJUSTED TO PREVENT ® II/41 I I rs 41 11 I i OVER5PRAY ONTO BUILDINGS, WALLS, FENCES j I I! j AND HARD50APE. ALL ADJUSTMENTS SHALL 114 ASSURE GOOD SYSTEM COVERAGE AND / ` s sl '. _1 DISTRIBUTION EFFICIENCY WHILE KEEPING WATER —- _�—`�— s j WITHIN THE LANDSCAPED PLANTED AREAS. Ell j 1; I I I ! ----'NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS cj REQUIRED TO ACCOMMODATE ANY VERTICAL 055TRUCTIONS THAT MAY OGOUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED 4 I ! s I REPRESENTATIVE PRIOR TO COMMENCING WORK. 41 !� N� NOTE: CONTRACTOR SHALL PROVIDE 5LEEV I NG FOR 11/4 — J ; ! I ' I I Ii j( ALL FUTURE PAVED AREAS INCLUDING FUTURE CURRENT PAVED AREAS, PATHS, ETC. VERIFY A7 - V I s }1 I 'i ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S 1 I ! III ! I AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE: 4 ALL ROWS AND QGV'S SHALL BE INSTALLED 3/4 I II II OFFSET FROM MAINLINE AND ISOLATED WITH A 2 I I ! s I ) ( BALL VALVE. ALL RGV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. I� if � � t h d r i L I; i I A 1I n }} � 31� 4 I 1 IV41 I I —� 1 ' _ -li j I 16 II I 15' 30 I I� I 15' 30 I II I I! ( 1 I DIG ALERT \<FSCA.11�" CALIFORNIA STATE LAN SAYS YOU MUST GALL BEFORE YOU DIG. GOVERNMENT CODE 5EGTION 4216 -42169 STATES THAT "EXCAVATION': RevisioNs GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING,IUNNELING, Sr clrY Sue. o1 -aa -o r 5GRAPIN6, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, LAND-5( APE DIGGING PLUMBING, FENCE P05T OR ANY OTHER NAY. OUR gRD CITY sus. 05 -1 o -0-t PERMIT FOR DIGGING WILL NOT BE VALID WITHOUT A DIG ALERT TICKET NUMBER AND NOTIFICATION T14AT THE MARKOUT HA5 BEEN COMPLETED. 3RD C.171' sus. o7- 12 -o-7 THERE 15 AL50 A 14-12AY WINDOW (SECTION 4216.(E)) IN NHIGH YOU MUST MYLARS or -2o -o COMPLETE THE PROPOSED DIGGING. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RE51PON51113ILITY TO RECALL DIG PLANS SHALL BE IN CONFORMANCE WITH CHAPTER T. DIG ALERT TOLL-FREE NUMBER 15 1 -800- 227 -2600. 23.26 OF THE ENCINITAS MUNICIPAL GORE CITING THE WATER EFFICIENT LANDSCAPE PROGRAM. DRAWN FMIMG FOR TITLE SHEET - SEE SHE O APPROVED PM FOR CONSTRUCTION PLAN AND END - SEE 5HEET5 21 -24 FOR CONSTRUCTION DIMENSION PL - SEE SHEETS 25 -28.1 JOB NO. 06 -114 FOR CONSTRUCTION DETAILS 4 NOTE EE SHEETS 29 -35.1 DATE os -lo -o r FOR IRRIGATION PLAN- SEE SHEETS 56- SCALE AS SHONN FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION 5PEC5, NOTES AND DETAILS - E SHEETS NOTE: BEFORE ANY 41 -47 EXCAVATION BEGINS, 20 10 0 20 40 80 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDG R - GALL DIG ALERT ®: SEE 5HEET5 4a -51 1 -&00 -227 -2600 FOR PLANTING DETAILS $ NOTES - SEE 5HEET5 52 -55 SCALE: 1" = 20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF ENCINITAS: E N G I N E E R I N DRAWING NO, DESCRIPTION:XXXXXXXX 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT 03 -oqo SHEF,T C.ED XXXXXXX HORIZONTAL: AS SHOWN LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: Z_G LOCATION: XXXXXXXXX 858.558.8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: xxx vERrICAL: AS sHOwN /� q IRRIGATION PLAN: . g,, o FAX 619.658.9188 CORAL C ®VE f0�.�,, ELEVATION: ELEV: XXX DATUM: M.S.L. DATE: - - I - Ll— /� DR, EIAj L SHEET 37 OF VC011) � � t n }} � 31� 4 I 1 IV41 I I —� 1 ' _ -li j I 16 II I 15' 30 I I� I 15' 30 I II I I! ( 1 I DIG ALERT \<FSCA.11�" CALIFORNIA STATE LAN SAYS YOU MUST GALL BEFORE YOU DIG. GOVERNMENT CODE 5EGTION 4216 -42169 STATES THAT "EXCAVATION': RevisioNs GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING,IUNNELING, Sr clrY Sue. o1 -aa -o r 5GRAPIN6, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, LAND-5( APE DIGGING PLUMBING, FENCE P05T OR ANY OTHER NAY. OUR gRD CITY sus. 05 -1 o -0-t PERMIT FOR DIGGING WILL NOT BE VALID WITHOUT A DIG ALERT TICKET NUMBER AND NOTIFICATION T14AT THE MARKOUT HA5 BEEN COMPLETED. 3RD C.171' sus. o7- 12 -o-7 THERE 15 AL50 A 14-12AY WINDOW (SECTION 4216.(E)) IN NHIGH YOU MUST MYLARS or -2o -o COMPLETE THE PROPOSED DIGGING. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RE51PON51113ILITY TO RECALL DIG PLANS SHALL BE IN CONFORMANCE WITH CHAPTER T. DIG ALERT TOLL-FREE NUMBER 15 1 -800- 227 -2600. 23.26 OF THE ENCINITAS MUNICIPAL GORE CITING THE WATER EFFICIENT LANDSCAPE PROGRAM. DRAWN FMIMG FOR TITLE SHEET - SEE SHE O APPROVED PM FOR CONSTRUCTION PLAN AND END - SEE 5HEET5 21 -24 FOR CONSTRUCTION DIMENSION PL - SEE SHEETS 25 -28.1 JOB NO. 06 -114 FOR CONSTRUCTION DETAILS 4 NOTE EE SHEETS 29 -35.1 DATE os -lo -o r FOR IRRIGATION PLAN- SEE SHEETS 56- SCALE AS SHONN FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION 5PEC5, NOTES AND DETAILS - E SHEETS NOTE: BEFORE ANY 41 -47 EXCAVATION BEGINS, 20 10 0 20 40 80 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDG R - GALL DIG ALERT ®: SEE 5HEET5 4a -51 1 -&00 -227 -2600 FOR PLANTING DETAILS $ NOTES - SEE 5HEET5 52 -55 SCALE: 1" = 20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF ENCINITAS: E N G I N E E R I N DRAWING NO, DESCRIPTION:XXXXXXXX 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT 03 -oqo SHEF,T C.ED XXXXXXX HORIZONTAL: AS SHOWN LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: Z_G LOCATION: XXXXXXXXX 858.558.8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: xxx vERrICAL: AS sHOwN /� q IRRIGATION PLAN: . g,, o FAX 619.658.9188 CORAL C ®VE f0�.�,, ELEVATION: ELEV: XXX DATUM: M.S.L. DATE: - - I - Ll— /� DR, EIAj L SHEET 37 OF VC011) —..-Z . .1 2' "�� ©� ©=� ©' �- �, p� ©� ©�����r•�p�p Ipp�• ti����` �p�p�p�p -p�p�p�p� ®��p��p�l�irp�p�'� 11 • 11 UL Eli :. .. .. 11 • '`11 .. i r I p[ Lj 0 E NOTE: -- r ._ , _ ALL STREET TREES WITHIN HOME OWNERS LOT SHALL BE CONNECTED TO THE HOME OWNERS / Ila PRIVATE METER ON 5EPERATE VALVE SYSTEM I I AS PART OF THE PRIVATE IRRIGATION SYSTEM I I _ FOR THAT LOT (TYP). I I I l.l-I I . __ _ ..... ...... 3' 1 tIV2 l i t I I, -, % —._ _. �y MATCHL I NE- 5EE 5H ET L I -05 NE v-./ S H EET REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE W?_01`A s bmw DESCRIPTIONA(XXXXXX f.OM1�I� �A A ®fG;r ] XXXXXXX HORIZONTAL: AS SHOWN ,,^ /� & LOCATION: XXXXXXXXX ft. of / ✓ '_ - _ .Q � _ I XXX VERTICAL: AS SHOWN ELEVATION: ELEV. XXX DATUM: M.S.L. Mr? - -.... NOTE: — — — — — - — — _- - - IRRIGATION MAINLINE AND APPURTENANCES e 495) ,4 I s 3/41 6 3/4 9 � II/41 Q I - - i �I I ._... ,. 4 411 1141 _ - - - - -J I. �?In j IQ I LOCATIONS ARE D I AGRAMMATI G. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED I... WITHIN THE LIMIT OF WORK, 18" OFF ANY 3 HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. NOTE: IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RE5PON515ILI7 Y AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. j VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE: � ALL HEADS ARE TO BE ADJUSTED TO PREVENT G OVERSPRAY ONTO BU I LD I NG5, WALL5, FENCES AND HARD5CAPE. ALL ADJUSTMENTS SHALL A55URE GOOD SYSTEM COVERAGE AND ' P15TR15UTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. i NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'5 AUTHORIZED REPRESENTATIVE PRIOR 9 TO COMMENCING WORK. I ? 1 NOTE: CONTRACTOR SHALL PROVIDE 5LEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE I DRIVEWAYS, ROADWAYS, AS WELL AS ALL I ! CURRENT PAVED AREAS, PATHS, ETC. VERIFY I ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO 5TARTING WORK. 1 NOTE: ALL ROWS AND GCV'S SHALL BE INSTALLED ^' OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCVS 5HOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. 1 � 1 � 3 it �I 3 { I` DIG ALERT CALIFORNIA 5TATE LAW SAYS YOU MUST GALL BEFORE YOU DI6. GOVERNMENT CODE 5EGTION 42164216Q 5TATE5 THAT "EXCAVATION ": REVISIONS 20 10 O 20 40 60 • SEE SHEETS 48 -51 1 -800 -227 -2600 FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -55 SCALE: 1" = 20' 44 CRY OF ENCINITAS PLANNING DEPARTMENT CITY OF ENCINITAS: ENGINEERING DRAWING NO. I $ 9404 GENESES AVENUE, SUITE 140 DEPARTMENT 'pj[ Q$ - ®90 LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: 372 -G 858 . 558 . 8977 f T A TT I\ FAX 619 . 558 . 9188 DATE: CORAL COVE J PLANT LI 2 0080 7M. DR, 09 � SHEET 37A of 53 Q D GRADING, TRENGHIN6, 01661%, DITCHING, DRILLING AUGURING, TUNNELING, SGRAPING, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, 157 CITY SUB. 01 -29 -o1 3RD CITY SUB. 05 -10-01 LANDSCAPE 01661145 PLUMBING, FENCE POST OR ANY OTHER WAY. OUR PERMIT FOR DIGGING WILL NOT BE VALID WITHOUT A DI6 ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HA5 BEEN COMPLETED. 5RD G1TY SUB. 01 -12 -01 THERE 15 AL50 A 14-DAY WINDOW (SECTION 42164t)) IN WHICH YOU MUST COMPLETE THE PROP05ED DIGGING. IF YOU WILL NEED ADDITIONAL MYLAR5 01 -20 -01 TIME BEYOND THE 14 DAY5. IT 15 YOUR RE5PON5151LIiY TO RECALL DIG PLANS SHALL BE I N CONFORMANCE WITH CHAPTER ALERT. DIG ALERT TOLL-FREE NUMBER I51-800-22-t-2600. 23.76 OF THE ENCINITAS MUNICIPAL CODE CITING THE WATER EFFICIENT LANDSCAPE PROGRAM. DRAwN PM,MC FOR TITLE SHEET - SEE SHEET 20 APPROVED PM FOR CONSTRUCTION PLAN AND LEGEND - 5EE SHEETS 21 -24 Jos NO. 06 -114 FOR CONSTRUCTION DIMEN51ON PLANS - SEE SHEETS 25 -28.1 DATE 05 -10 -01 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 2Q -35.1 FOR IRRIGATION PLAN- SEE SHEETS 56-51 5CALE AS 5HONN FOR IRRIGATION FOR IRRIGATION 41 -47 LEGEND - SEE SHEET 40 SPECS, NOTES AND DETAILS - SEE 5HEET5 NOTE: BEFORE ANY EXCAVATION BEGINS, FOR PLANTING PLANS TREES SHRUBS AND GROUNDGOVER - GALL DIG ALERT a: 20 10 O 20 40 60 • SEE SHEETS 48 -51 1 -800 -227 -2600 FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -55 SCALE: 1" = 20' 44 CRY OF ENCINITAS PLANNING DEPARTMENT CITY OF ENCINITAS: ENGINEERING DRAWING NO. I $ 9404 GENESES AVENUE, SUITE 140 DEPARTMENT 'pj[ Q$ - ®90 LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: 372 -G 858 . 558 . 8977 f T A TT I\ FAX 619 . 558 . 9188 DATE: CORAL COVE J PLANT LI 2 0080 7M. DR, 09 � SHEET 37A of 53 Q D _j - lr j�O IE lli I II' tu( I' I, tu tu VI uj z =1 I lit L jt I II, MATGHL I NE- 5EE 5HEET L I -02 -- 1!" , L" li I CORAL COVE WAY it Jill � III I I � I 1: — I r — -- - -'_ — - -- — TI - - - - - - - - T -- - -- - --- - --- --- - 5 _. _.T' 'f'_' III ___1 Ift l rs NOTE: ALL STREET TREES WITHIN HOME OWNERS LOT 1 SHALL BE CONNECTED TO THE HOME OWNERS Id a I PRIVATE METER ON SEPERATE VALVE SYSTEM N� 1 AS PART OF THE PRIVATE IRRIGATION SYSTEM L Ih Eli. ; 1f FOR THAT LOT (TYP). I I I � j� IIII =li �� ill It I i I I I 1i n 11 LI=J I n h! I i a i I r, - r ❑ it I -- _i ,I 1 _ V I h I ! I it it f7 - - -- { -_- ]i _ i I yg, �` L Li rrl— I! �i I LE _ :E I i I 11 I j b 3/4 2 6 �I 6J 6 e6 IV4� �I oJ� -tjI E2 6 It f - ---- 20 ±It -21n -- t- ----- - - - - -- 1 41 1 �I jl !I II !j I I 1 3 -� � 4 I - L ¢ I NOTE: IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL - IRRIGATION EQUIPMENT SHALL BE INSTALLED M WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSGAPE AND WITH PLANTING AREAS. ANY (- PARKWAY IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. NOTE: IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE: ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSGAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: CONTRACTOR SHALL PROVIDE 5LEEV I NG FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTINS WORK. NOTE: ALL RCV'S AND ACV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RGV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. DIG ALERT CALIFORNIA STATE LAW SAYS YOU MUST GALL BEFORE YOU DIG. GOVERNMENT CODE SECTION 4216 -42169 STATES THAT "EXCAVATION ": GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGIRING, TUNNELING, sr clT, sus. of -z9 -o r SGRAPING, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, LAND5GAPE DIGGING PLUMBING, PENCE POST OR ANY OTHER WAY. OUR 3111;;D GIN SUB. 05-1 0-017 PERMIT FOR DIGGING WILL NOT SE VALID WITHOUT A DIG ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. 3RD ca Tr SUB. o-7- I2 -0-7 THERE 15 AL50 A 14-DAY WINDOW (SECTION 4216.(FEI) IN WHIGH YOU MUST MY�ARS o t -zo -m COMPLETE THE PROPOSED DIGGING. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RESPONSIBILITY TO RECALL DIG PLANS SHALL BE IN CONFORMANCE WITH CHAPTER ALERT. DIG ALERT TOLL-FREE NUMBER 15 I -800- 227 -2600. 23.26 OF THE ENCINITAS MUNICIPAL CODE CITING THE DRAWN PM,MG WATER EFFICIENT LANDSCAPE PROGRAM. FOR TITLE SHEET - SEE SHEET 20 APPROVED PM FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 `IDB No. 06-114 FOR CONSTRUCTION DETAILS 4 NOTES SEE SHEETS 2a -35.1 DATE os- to -o-r FOR IRRIGATION PLAN- SEE SHEETS 36 -3a Sl AS 51-IOWN FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS NOTE: BEFORE ANY 41 -4'I EXCAVATION BEGINS, 20 10 0 20 40 80 FOR PLANTING PLANS: TREES, SHRUBS AND SROUNDCOVER - GALL DIG ALERT ©: SEE SHEETS 48 -51 1 -&00 -227 -2600 SCALE: 1" 20' FOR PLANTING DETAILS 8 NOTES - SEE SHEETS 52 -53 = REVISIONS APPROVED DATE EF RENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. Q d DESCRIPTION:XXXXXXXX co"11EIll APA4PVW • DEPARTMENT � Q3��� Q 9404 GENESES AVENUE, SUITE 140 o XXXXXXX HORIZONTAL: AS SHOWN , ^ I LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: 312 -G LOCATION: xxxxxxxxx act /I/j BY • 858. 558. 8977 LANDSCAPE CONSTRUC11ON DOCUMENTS FOR: xxx VERTICAL: AS SHOWN ^oR�� ^ ®�r IRRIGATINN PLAN1 �,e: Q �a: FAX ai9 . 5s8 . ales � (`/_ (� C (03 -��: ELEVATION: ELEV: XXX DATUM: M.S.L. DATE: �/ lo%� 7 ®A, ' �' -3 SHEET 38 OF W REVISIONS 3 1 FN ,25 � 1 � I I9 t �/ V 2 1 1 i I 4 � I I 1 3 -� � 4 I - L ¢ I NOTE: IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL - IRRIGATION EQUIPMENT SHALL BE INSTALLED M WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSGAPE AND WITH PLANTING AREAS. ANY (- PARKWAY IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. NOTE: IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE: ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSGAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: CONTRACTOR SHALL PROVIDE 5LEEV I NG FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTINS WORK. NOTE: ALL RCV'S AND ACV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RGV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. DIG ALERT CALIFORNIA STATE LAW SAYS YOU MUST GALL BEFORE YOU DIG. GOVERNMENT CODE SECTION 4216 -42169 STATES THAT "EXCAVATION ": GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGIRING, TUNNELING, sr clT, sus. of -z9 -o r SGRAPING, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, LAND5GAPE DIGGING PLUMBING, PENCE POST OR ANY OTHER WAY. OUR 3111;;D GIN SUB. 05-1 0-017 PERMIT FOR DIGGING WILL NOT SE VALID WITHOUT A DIG ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. 3RD ca Tr SUB. o-7- I2 -0-7 THERE 15 AL50 A 14-DAY WINDOW (SECTION 4216.(FEI) IN WHIGH YOU MUST MY�ARS o t -zo -m COMPLETE THE PROPOSED DIGGING. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RESPONSIBILITY TO RECALL DIG PLANS SHALL BE IN CONFORMANCE WITH CHAPTER ALERT. DIG ALERT TOLL-FREE NUMBER 15 I -800- 227 -2600. 23.26 OF THE ENCINITAS MUNICIPAL CODE CITING THE DRAWN PM,MG WATER EFFICIENT LANDSCAPE PROGRAM. FOR TITLE SHEET - SEE SHEET 20 APPROVED PM FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 `IDB No. 06-114 FOR CONSTRUCTION DETAILS 4 NOTES SEE SHEETS 2a -35.1 DATE os- to -o-r FOR IRRIGATION PLAN- SEE SHEETS 36 -3a Sl AS 51-IOWN FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS NOTE: BEFORE ANY 41 -4'I EXCAVATION BEGINS, 20 10 0 20 40 80 FOR PLANTING PLANS: TREES, SHRUBS AND SROUNDCOVER - GALL DIG ALERT ©: SEE SHEETS 48 -51 1 -&00 -227 -2600 SCALE: 1" 20' FOR PLANTING DETAILS 8 NOTES - SEE SHEETS 52 -53 = REVISIONS APPROVED DATE EF RENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. Q d DESCRIPTION:XXXXXXXX co"11EIll APA4PVW • DEPARTMENT � Q3��� Q 9404 GENESES AVENUE, SUITE 140 o XXXXXXX HORIZONTAL: AS SHOWN , ^ I LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: 312 -G LOCATION: xxxxxxxxx act /I/j BY • 858. 558. 8977 LANDSCAPE CONSTRUC11ON DOCUMENTS FOR: xxx VERTICAL: AS SHOWN ^oR�� ^ ®�r IRRIGATINN PLAN1 �,e: Q �a: FAX ai9 . 5s8 . ales � (`/_ (� C (03 -��: ELEVATION: ELEV: XXX DATUM: M.S.L. DATE: �/ lo%� 7 ®A, ' �' -3 SHEET 38 OF W REVISIONS ! A -12 I'8 q22 1 All 1 I 15' 31 I I ' I I MATGHL I NE- SEE SHEET L I -O 1 NOTE: IRRIGATION MAINLINE AND APPURTENANG .- sII Ali I ��- — - - - - I 11-7— I I ,• 1 -- - Ij/ _ _ _ r Jill _ 3/4! A& _4 JI _ — �t 'a L j II A -1 C a I 3! 4 _u F A74 A -10 A I '20 I "6 O O• wj B -I B -2 B -16 13-3 A -31 S 1 I„ 15' 24 13'45 111& IS' 25 14 I' COVE IM -Y POO AND CONTROLLER 'A, REFER TO NOTE "A" BELOW -- - -- - - -- -- I- -7, Ir I I: 5 5 5 5 s IV4 IU4 4 2 I 4 - -. -fi =1H4 = b _ _ b 14 6 II /4 6 - 4 - -3/4 4 37VAIS A'S"§V J —.m, w ...�. =.� ,.� -.. __ _ — — _- 6' I• I' I 1' 4 ji `rXI �— IS , f; 3/4 /� I� /.' --5/4- -- ' I 4 4 NOTE A: { POO "B" TO -BE A I" POTABLE WATER METER WITH A 2" SERVICE LATERAL. j BAGKFLOW 51ZE: I" _ BAGKFLOW ENCLOSURE: V.I.T. 5BBC -30CR r ! MASTER VALVE 51ZE: 1.5" I i j 1 FLOW 5EN50R 51ZE: I" 1 I DE516N WATER FRE55URE: 50 F51 I ;I 5005T REQUIRED: NO -4 I E I MAXIMUM DEMAND: 45 GPM SET POO REGULATOR ® 55 PSI ESTIMATED AREA SERVED: 22,501 5Q. FT. EST. ANNUAL WATER USE: 1.31 ACRE FT. PER YEAR MAWA: 1.60 ACRE FT. PER YEAR WATER SOURCE: SAN DIEOUITO WATER DISTRICT (760) 633 -2109 THE CONTRACTOR SHALL VERIFY LOCATION AND WATER PRE55URE BY DIRECT MEASUREMENT W THE FIELD. IF EXI5TIN6 PRE55URE 15 NOT A5 STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXI5TING STATIC FRE55URE 15 BELOW THAT STATED ABOVE SHALL BE THE 50LE RESPONSIBILITY OF THE CONTRACTOR. CONTROLLER "B" SHALL BE A HUNTER/ ITS CONTROLLER ASSEMBLY, MODEL #: CAI I -HU I- 20 /HF- I0O/R5E/MP I S FINAL LOCATION OF CONTROLLER, ELECTRICA VICE, AND APPRTENANCE5 SHALL BE OUT5IDE A BLIC R.O.W. OR EASEMENT AND CONFIRMED OWNER'S REPRESENTATIVE PRIOR TO COMM G WORK. = 4 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESCRIPTION: XXXXXXXX XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX XXX VERTICAL: AS SHOWN ELEVATION: ELEV. XXX DATUM: M.S.L. �N II/4 ►4� APPROVALS ! !_E J I IN • - LOCATIONS ARE DIAGRAMMATIC. AL 'y I IRRIGATION EQUIPMENT SHALL BE I ALLED II WITHIN THE LIMIT OF WORK, la ANY HARDSCAPE AND WITH PLAN G A1EA5. ANY I; ( PARKWAY IMPROVEMENT PUBLIC A 5 RIGHT -OF -WAY REQUI AN ENCROACHMENT I -- " 21 I s I I!- (� - i ri PERMIT FROM THE ' 4r NOTE: I - 1 _ ----- ___+ I IRRIGATIO QUIPMENT 5HOWN OUTSIDE OF T MAINT GE RESPONSIBILITY AREAS FOR ONLY. ALL EQUIPMENT SHALL BE I ALLED WITHIN THE LIMIT OF WORK LINES. ERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. I b// //21/2 CORAL COVE WAY NOTE: /� ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVER51FRAY ONTO BUILDINGS, WALLS, FENCES AND HARD50APE. ALL ADJUSTMENTS SHALL 21t2 / / m ASSURE GOOD SYSTEM COVERAGE AND 2In D W T O G G KEEPING WA ITHIN THE LANDSCAPED PLANTED AREAS. TER tj ® 3 - -- - _ I,__ _ - - - -- - - - -- - - i - _ - _ - ' ' ` CONTRACTOR SHALL ADJUST ALL HEADS AS j I!Iz j it Q� 4 I _ L_ REQUIRED TO ACCOMMODATE ANY VERTICAL �— ! iJ r� i ( ; 055TRUGTION5 THAT MAY OCCUR, INCLUDING LU BUT NOT LIMITED TO LIGHT POLES, FIRE LU HYDRANTS, FENCES, ETC. VERIFY ALL HEAD s NOTE: 1 LAYOUT WITH OWNER'S AUTHORIZED 'A ALL STREET THE ITHIN HOME OWNERS LOT I (n REPRESENTATIVE PRIOR TO COMMENCING WORK. 1 3/4 �.s, I___ SHALL BE GO GTED TO THE HOME OWNER5 l ! PRIVATE M R ON 5EPERATE VALVE SYSTEM �� �_ !i , NOTE: I' e ' I AS PAR F THE PRIVATE IRRIGATION SYSTEM III LU CONTRACTOR SHALL PROVIDE SLEEVIN5 FOR 3/4 � FOR AT LOT (TYP). I ALL FUTURE PAVED AREAS INCLUDING FUTURE 4 III I 'ji DRIVEWAY5, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO 13/4 STARTING WORK. 1 -� - -_ - 5 I' 13 I GV'S A CV'5 S NOTE .- ALL R AND Q HA BE INSTALLED 3/4 �'; = �` 3�4 =- - _ = .: = — _ - — ```] OFFSET FROM MAINLINE ANDLISOLATED W T A - - - -- r ". -__ -- �72,6- BALL VALVE. ALL RGV'S SHOWN WITHIN IS FEET _ _ _ _ _ _ _ _ _ OF EACH OTHER SHALL BE INSTALLED ON A 2 Z " I COMMON MANIFOLD. j j I I DIG ALERT CALIFORNIA STATE STATE LAN SAYS YOU MUST GALL BEFORE YOU DIG. GOVERNMENT CODE SECTION 42Ib -42169 STATES THAT "EXCAVATION": REVISIONS GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING, TUNNELING, Isr (:,17'r SUB. 01-2q-cry SCRAPING, CABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, LANDSCAPE DIGGING PLUMBING, FENCE POST OR ANY OTHER NAY. OUR 3RD CITY SUB. 03 -I0 -0-7 PERMIT FOR DIGGING HILL NOT BE VALID WITHOUT A DIG ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. 3RD CITY SuB. 0-r- I2 -0-7 THERE 15 AL50 A I4-DAY WINDOW (SECTION 42I6.(E1) IN WHICH YOU MUST IMYLARS 0-7- 20-0-7 COMPLETE THE PROPOSED DIGGING. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RESPONSIBILITY TO RECALL DIG PLANS SHALL BE IN CONFORMANCE WITH CHAPTER T. DIG ALERT TOLL -FREE NUMBER 15 I -800- 227 -2600. 23.26 OF THE ENCINITAS MUNICIPAL CODE CITING THE WATER EFFICIENT LANDSCAPE PROGRAM. DRAWN pM,Mc FOR TITLE SHEET - SEE SHE O APPROVED PM FOR CONSTRUCTION PLAN AND END - 5EE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PL - SEE SHEETS 25 -28.1 JOB NO. 06 -114 FOR CONSTRUCTION DETAILS 4 NOTES EE SHEETS 2ci -35.1 DATE Os -I0-01 FOR IRRIGATION PLAN- SEE 5HEET5 36- SCALE As SHONN FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SHEETS NOTE: BEFORE ANY 4I -4"1 EXCAVATION BEGINS, 20 10 O 20 40 60 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDC R - GALL DIG ALERT a: - SEE SHEETS 4& -5I 1- 800 -22-1 -2600 FOR PLANTING DETAILS 4 NOTES - -5EE SHEETS 52 -53 SCALE: 1" = 20' CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF ENCINITAS: E N G I N EER I N DRAWING NO. 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT [ 03-014D I, APPROVED BY: z -G LA JOLLA, 8 . 55RPIIA 92037 -1339 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: � 858. 558.89" IRRIGATION PLAN: FAx saa . 55a . 9aaa Lf -4 SHEET OF RA DATE: ��� CORAL C® ��-°�� °R Void i 1 1 i a i L � \ r �I t \ I �1 ... , I \ a I III ,II i a I , A 12 III a iI I ............. ...;......__.. _ E122 A36 4 I �8 .....w... A32 5'21 wicG Tllrlooq:� J A-34 A-I 0 A_� 314 B -2 &18 B -3 w[A.4 j A -10 IA -II POG AND CONTROLLER 'A', — = _ _ FER TO NOTE "A" BELOAy i NOTE A: POG "B" TO BE A I" POTABLE WATER METER WITH A 2" SERVICE LATERAL. BAGKFLOW 51ZE: I" BACKFLOW ENCLOSURE: V.I.T. SBBG -30GR MASTER VALVE SIZE: 15" FLOW 5EN50R SIZE: I" I i DESIGN WATER PRE55URE: 80 P51 B005T REQUIRED: NO MAXIMUM DEMAND: 45 GPM SET POC REGULATOR ® 85 P51 ESTIMATED AREA SERVED: 22,501 5Q. FT. E5T. ANNUAL WATER USE: 1.51 ACRE FT. PER YEAR MAMA: 1.60 ACRE FT. PER YEAR WATER SOURCE: SAN DIEGUITO WATER DISTRICT (160) 655 -2109 THE CONTRACTOR SHALL VERIFY LOCATION AND WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXI5TIN6 PRE55LRE 15 NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXI5TIN67 STATIC PRE55URE 15 BELOW THAT STATED ABOVE SHALL BE THE 50LE RESPONSIBILITY OF THE CONTRACTOR. CONTROLLER "B" SHALL BE A HUNTER/ ITS CONTROLLER A55EM5LY, MODEL #: I GA I -HU I - 20 /HF- I0O/R5E/MP I8 FINAL LOCATION OF CONTROLLER, ELECTRICAL SERVICE, AND APPRTENANCE5 SHALL BE OUT5IDE ANY PUBLIC R.O.W. OR EASEMENT AND CONFIRMED WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 6 p 314 5 5 �r R I I NOTE: MATCHL, I I `1F.® 5EE 5HEE r' L I X01 IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE IDIAGRAMMATIC. ALL LLJ IRRIGATION EQUIPMENT SHALL BE INSTALLED .. � i� 11 7 WITHIN THE LIMIT OF WORK, 18" OFF ANY II 74 " ,i; HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IMPROVEMEN75 IN PUBLIC RIGHT -OF -WAY REQUIRES AN ENCROACHMENT z; 4 6 314 4 EE I 2 1 PERMIT FROM THE CITY I I 0 } 0.q € E , j gg E€ II NOTE: IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RE5PON51BILITY AREAS FOR �. -- _ . �_ - - I; - = ` ...` - GLARI TY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. i W .�...... .._....... _. __.....__:...__.... W,...._ i ...._.._.........t......_....._ ii ii --- -- ---- -` _ �,� l �'s � I€� -: �`�,,. pe__._.n.- •�• - -�f�� -- ---- ---- -- � �'� VERIFY ALL LAYOUT IN FIELD WITH OWNERS `4314 _ AUTHORIZED REPRESENTATIVE. 6�314. -" I I � r°I � � � l I ...„ � � 11� NOTE: 4 �� �l r CO � ALL HEADS ARE TO BE ADJUSTED TO PREVENT �4 OVERSPRAY ONTO BUILDINGS, WALLS, FENCES I I AND HARD5CAPE. ALL ADJU5TMENT5 SHALL E E A f / s A-6 21/2 111 f l (� ASSURE GOOD SYSTEM COVERAGE AND — — D157RI5U7ION EFFICIENCY WHILE KEEPING WATER 212 ® WITHIN THE LANDSCAPED PLANTED AREAS. _. - - - _ �.._ m - NOTE: - e - CONTRACTOR SHALL ADJU5T ALL HEAD5 AS IS 40 15 23 �I REG2UIRED TO ACCOMMODATE ANY VERTICAL 3 \ � � (� � I u OBSTRU071 ON5 THAT MAY OCCUR, I NCLUD I NG BUT I U4 a t i 4 I' LU NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, IVk' _i IV4 $ -4 B -5 (" 14 15' 36 � IV 4` 4'� � � 1 ������ "' 1�� �� ` � ;� FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH fr r NOTE: `nOWNER5 AUTHORIZED REPRE5ENTATIVE PRIOR 6 6 ALL STREET TREES WITHIN HOME OWNERS LOT TO COMMENCING WORK. —SHALL BE CONNECTED TO THE HOME OWNERS f PRIVATE METER ON 5EFERATE VALVE SYSTEM __ NOTE: AS PART OF THE PRIVATE IRRIGATION SYSTEM r CONTRACTOR SHALL PROVIDE 5LEEVING FOR FOR THAT LOT (TYP). .^ ALL FUTURE PAVED AREAS INCLUDING FUTURE 6 314 i1' V l DRIVEWAYS ROADWAYS, AS WELL AS ALL I I I ((( a CURRENT PAVED AREAS, 3l4 PATHS ETC. VERIFY vv314 a a a `Y'1� 314 2 _ ALL 5LEEVE LOCATION5 IN FIELD WITH OWNER'S z AUTHORIZED REPRE5ENTATIVE PRIOR TO 314 1112 STARTING WORK. r 4 -• I E _.m.._'- __.._...._._.�....� --� NOTE: 314 II _T 3 ALL RCV'5 AND G2GV'5 5HALL BE INSTALLED �. '�AO�`a\\ .. _. 4 8 _.;,b,; . _ _ 8 a m _ a..._ _ H. ...._ a - - - 8 ? \.... ��a .._ `-g .��\\\\��:..:.�\ ...a..:.,. ..._. - ........ .::::aoo\�\::._.; ...... u $14 <:..._i�4 �.::.. 3i# 3/4:........ ? ` - _ _1 �_.. OFF5ET FROM MAINLINE AND ISOLATED WITH A � �— ;�—�— T BALL VALVE. ALL RGV'S SHOWN WITHIN 15 FEET ..._. _.... ...... ........_.__._:....._.......... ....... ._.. . .'.._.......................... _ OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. � I I �, / l / F 7- 20 10 0 20 40 60 5EE SHEETS 48 -51 V�/ J C7 / I-500-22-T-2600 FOR PLANTING DETAILS q NOTES - 5EE 5HEET5 52 -$3 SCALE: 1" = 20' CITY OF ENCINRAS PLANNING DEPARTMENT CITY OF ENCINI�TAS: ENGINEERING DRAWING NO. I, 9404 GENESEE AVENUE, SU`rrE 140 °Lth�4� ®EPARTMENT TM 03-090 LA JOLLA, CALIFORNIA 92097 -1999 APPROVED BY: II $72 -G \� IANDSCAPE CONSTRUCTION DOCUMENTS FOR: , 858. 558. 8977 PAX 619 . 558 . 9188 \! 1 -A 17 DATE: DIG ALERT CALIFORNIA 5TATE LAW 5AY5 YOU MU5T GALL BEFORE YOU 0I6. GOVERNMENT GODE 5ECTION 4216 -4216q 5TATE5 THAT "EXCAVATION': REVISION5 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE /'►tp�Q\/®a�< MESURES N Is V4 DESCRIPTION:XXXXXXXX FbwmMeOPa), AF?Fv(6D j XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX et . 114. Im 41, - XXX VERTICAL: AS SHOWN D �A E,: g117113 1 t` ELEVATION: ELEV. XXX DATUM: M.S.L. XOM • 4 IGATI�N PLAN! V -4 (03 -090 TAO, M 09 E14) SHEET 39AOF 53 GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING, TUNNELIN6, 5CRAPIN6, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, 1ST CITY 9.60. 0I- 2a-0"7 SRI;, clrr SUB. 05- 10 -0-7 LANDSGAPE 12I6GIN6 PLUM5IN6, FENCE POST OR ANY OTHER WAY. OUR PERMIT FOR 01661N6 WILL NOT BE VALID WITHOUT A DI6 ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUf HA5 BEEN COMPLETED. 5RP CITY SUB. 07 -12 -01 11 EREE 15 ALSO A 14-DAY WINDOW (5ECTION 4216.(E)) IN WHIGH YOU M15T COMPLETE THE PROP05ED DIGGING. IF YOU WILL NEED ADDITIONAL r 'Y-LAR5 01- 20 -01 TIME BEYOND THE 14 DAYS. IT 15 YOUR RE5PON5151LITY TO RECALL 1216 PLANS SHALL BE IN CONFORMANCE WITH CHAPTER ALERT. DIG ALERT TOLL -FREE NUMBER 15 1 -800- 221 -2600. 23.26 OF THE ENGINITA5 MUNICIPAL CODE CITING WATER EFFICIENT LANDSCAPE PROGRAM. THE PRAWN me FOR TITLE SHEET - 5EE SHEET 20 APPROVED PM FOR CONSTRUCTION PLAN AND LEGEND - 5EE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - 5EE 5HEET5 25 -28.1 JOB NO. 06 -114 PATE 05- 10 -0-1 FOR CONSTRUCTION DETAILS 4 NOTES - 5EE SHEETS 29 -35.1 FOR IRRIGATION PLAN- SEE 5HEE75 56 -5c1 5CALE AS riHOWN FOR IRRIGATION LEGEND - 5EE SHEET 40 FOR IRRIGATION 5PE05, N07E5 AND DETAILS - SEE SHEETS 41 -47 NOTE: BEFORE ANY EXCAVATION BEGINS, FOR PLANTING PLANS TREES SHRUBS AND GROUNDGOVER - GALL DIG ALERT ®: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE /'►tp�Q\/®a�< MESURES N Is V4 DESCRIPTION:XXXXXXXX FbwmMeOPa), AF?Fv(6D j XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX et . 114. Im 41, - XXX VERTICAL: AS SHOWN D �A E,: g117113 1 t` ELEVATION: ELEV. XXX DATUM: M.S.L. XOM • 4 IGATI�N PLAN! V -4 (03 -090 TAO, M 09 E14) SHEET 39AOF 53 0 SYMBOL V H F MANUFAGT. IRRIOATION MATERIAL LEOEN7 MODEL NO. / DESCRIPTION GPM PSI SPACING DETAIL m ® O BB RAIN BIRD 1800- SAM -PRS -S POP -UP .f0, .13, .20 30 5 FT A O ® 0 ® RAIN BIRD 1800 - 5AM- PRS -U6 POP -UP 26, .35, .52, I.OS 30 8 FT A ® © O ® RAIN BIRD 1800- SAM- PRS -UIO POP -UP .39, .52, .79, 1.5-1 30 10 FT A ® �o II © RAIN BIRD 1800- 5AM - PR5 -Ui2 POP -UP 65, .87, 1.3, 2b 30 12 FT A 69 ® @ © RAIN BIRD 1800- SAM- PRS -U15 POP -UP 93, 1.25,1.65,3.-70 30 15 FT A 1T ABOVE HIGHEST OUTLET, SIZE AS SHOWN. INSTALLATION. N/A RAIN BIRD 1800- 5AM- PR5- ISEST /55T POP -UP .bl, 1.21 30 5x15 FT A PVC PIPE 11/4" 50H. 40 AS MAINLINES IS" BELOW GRADE BB 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD AS APPROVED PVC, PIPE SOH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, GG N/A SX50 FT HAR05CAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL AS APPROVED j� RAIN BIRD 1800- 5AM - PR5 -SF -B STREAM BUBBLER POP -UP 1.50 50 5 FT A NO SYMBOL SPEARS 4 AA RAIN BIRD 1800- 5AM - PR5 -5H -5 STREAM BUBBLER POP -UP 1.00 30 5 FT A if RAIN BIRD Ib00 -5AM- PR5 -50-5 STREAM BUBBLER POP -UP .50 30 5 FT A ♦ RAIN BIRD 1800- 5AM - PR5- 505T -5 STREAM BUBBLER POP -UP .50 30 5 FT A 0 RAIN BIRD SCH. 60 NIPPLE WITH 1300A- FAOJU5TABLE FLOW TRICKLE 1.110 50 3 FT A PATTERN BUBBLER, EACH SYMBOL REPRESENTS ONE BUBBLER PER TREE. 19 ® 21 RAIN BIRD 5000- PL- PG/FG- 5AM - MPR -25 $b, I.-7, 3.3 35 35 18 FT A ® 23 24 RAIN BIRD 5000- PL -PG/FG -5AM- MPR -25 1.0, 1.9, 3.6 45 45 20 FT A ®� RAIN BIRD 5000- PL- PC/FC- 5AM - MPR -30 1.4, 2.9, 5.1 45 45 28 FT A a9 ® RAIN BIRD 5000- PL- PG/FC- SAM - MPR -35 1.41, 3.b, -7.5 45 45 33 FT A 31 33 RAIN BIRD 5000- PL -PG1FG -5AM 2.5/5.0/8.0 2.5, 5.0, 8.0 45 45 36 FT A RAIN BIRD ALL SHRUB HEADS INSTALLED FARTHER THAN TEN (10) FEET FROM PAVING, CURm, SIDEWALKS, 5TEP5, TURF BOUNDARIES OR B,G OTHER PEDESTRIAN AREAS MAY BE INSTALLED AS A HUNTER INST -00 SHRUB ADAPTER WITH THE NOZZLE AS SHOWN INSTALL ALL SHRUB HEADS ON 12" POP -UPS AND ALL TURF HEADS ON b" POP -UP5. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, 15 LE55 THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP HEAD WITH A RAIN BIRD "PC5" PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON PCS NOZZLE SCREEN SELECTION CHART, PROVIDED BY MANUFACTURER, FOR APPROPRIATE RADIUS. WHEN INSTALLING SPRINKLER HEADS USING NOZZLES THAT REQUIRE ARC PATTERNS OTHER THAN THE STANDARD ARC PATTERNS (3600, 180°, 1200, 900, ETC) THE CONTRACTOR SHALL USE VARIABLE ARC OR ADJUSTABLE NOZZLES. RADIUS OF ADJUSTABLE NOZZLES SELECTED TO MATCH SITE CONDITIONS. ALL SPRAY AND ROTOR HEADS INSTALLED ON RECYCLED WATER SYSTEMS SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED WATER COVER. NOTE: PRECIPITATION RATES ARE IN INCHES PER HOUR (IN/H) BASED ON TRIANGULAR SPACING, 50% DIAMETER OF THROW, COLLECTED IN ZERO WIND CONDITIONS. SYMBOL MANUFAGT. IRRIOATION MATERIAL LEOENI7 (PRIVATE LOTS) MODEL NO. / DESCRIPTION DETAIL ® P.O.G. CONNECT DOWNSTREAM OF THE EXISTING 3/4" DOMESTIC METER, VERIFY SIZE, LOCATION, AND PRESSURE IN FIELD, WITH OWNER'S D E F AS APPROVED AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK BB ►d NIBGO MODEL NUMBER T- 560 -66 BRONZE BALL VALVE, LINE SIZE, THREADED TWO -PIECE BODY. I ® HUNTER HUNTER PG -xxxxi MODULAR, INDOOR MOUNT IRRIGATION CONTROLLER SIZE AS REQUIRED, INSTALL WITHIN GARAGE, VERIFY X V AS APPROVED ACTUAL LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE. GG ® HUNTER MINI--( LIK RAIN SENSOR, MOUNT TO EAVE OF BLDG. AND WIRE TO CONTROLLER PER MANUFACTURER INSTRUCTIONS. VERIFY Z BRAND LID WITH "BV ". ACTUAL LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE. 44LO QUICK COUPLER VALVE, INSTALLED IN 10" ROUND VALVE BOX WITH LOOKING GREEN COVER AND 'QGV' HEAT BRANDED ON NO SYMBOL N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A ® WILKINS 500 -HLR SERIES PRESSURE REDUCING VALVE WITH 10 TO 125 P51 SPRING RANGE, SIZE AND PRESSURE SETTING AS NOTED. G ® HUNTER ASV -101 -00 ANTI - SIPHON REMOTE CONTROL VALVE, WHEN HEAL75 ARE LOWER THAN RGV M 69 HUNTER P6V- IOIA -CC ANGLE VALVE FOR USE WHEN IRRIGATION HEADS ARE HIGHER THAN RGV IN CONJUNCTION WITH HUNTER NO HUNTER/ IRRIGATION CONTROLLER IN 5TAINLE55 STEEL ENCLOSURE, SEE NOTES FOR MODEL AND STATION COUNT. CONTROLLER SHALL HAVE ATMOSPHERIC VACUUM BREAKER. INSTALL AVB -100 ATMOSPHERIC VACUUM BREAKER PER MANUR RECOMMENDATIONS, b" ITS A DESIGNATED RECTANGULAR PULL BOX INSTALLED AT PEDESTAL BASE. CONTACT ITS TO COORDINATE PURCHASE AND ABOVE HIGHEST OUTLET, SIZE AS SHOWN. INSTALLATION. N/A AS APPROVED PVC PIPE 5/4" - 11/2" CL. 200 AS LATERAL LINES 12" BELOW GRADE BB — — — — AS APPROVED PVC PIPE 11/4" 50H. 40 AS MAINLINES IS" BELOW GRADE BB 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD AS APPROVED PVC, PIPE SOH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, GG N/A HAR05CAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL AS APPROVED 018 -xx AW6 MULTI - STRAND IRRIGATION CONTROL WIRE, DIRECT BURIAL, U.L. APPROVED, PER CODE. NUMBER OF MULTI -WIRE AABB,GG VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T -COVER LIDS AND CAPTIVE BOLT AND LOG -KIT. FOR ROUND DRIP EMITTERS N/A STRANDS SHALL BE AT LEAST THREE MORE THAN NUMBER OF VALVE STATIONS SHOWN PER PRIVATE LOT. USE MODEL 510, T' ECONO SHALL BE MODEL -706, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECT. SHALL BE MODEL 14101,12" NO SYMBOL SPEARS D5 -500 PRE- FILLED WIRE CONNECTORS, USE ON ALL WIRE CONNECTIONS AA PRIVATE LOT GALL OUT STATION # 10 GPM IRRIOATION MATERIAL LEOEND (POTABLE HATER) SYMBOL MANUFAGT. MODEL NO. / DESCRIPTION DETAIL O Lm RE 7 LF] Kil 14 ;r±' NO SYMBOL NO SYMBOL NOT SHOWN NOT SHOWN NO SYMBOL NO SYMBOL P.O.G. POTABLE IRRIGATION WATER METER (SEE NOTES FOR DESIGNATION AND SIZES). VERIFY ACTUAL LOCATION, SIZE, AND WATER N/A AS APPROVED PRESSURE IN THE FIELD PRIOR TO COMMENCING WORK AND PURCHASING EQUIPMENT. Y WILKINS 411SXLVSR SERIES, BACKFLOW PREVENTION ASSEMBLY W/ MODEL YBP' WYE STRAINER. ALL PIPING BETWEEN METER AND F AS APPROVED BAGKFLOW DEVICE SHALL BE 'K' COPPER OR RED BRASS. BB RAIN BIRD EFB -GP -D SERIES BRASS MASTER CONTROL VALVE. MASTER VALVE SHALL BE INSTALLED IN A 'JUMBO' SIZED VALVE BOX WITH J PM LOCKING GREEN COVER AND 'MCV' HEAT BRANDED ON COVER. DATA INPIATS IR -220 PVC, FLOW SENSOR, WIRE TO CONTROLLER USING P71.7112 GABLE IN I" CONDUIT, INSTALL PER MANUFACTURER'S AND ITS V AS APPROVED RECOMMENDATIONS. MULTIPLE FLOW SENSORS REQUIRE SEPARATE CONDUIT RUNS. GG NIE300 MODEL NUMBER T- 580-bb BRONZE BALL VALVE, LINE SIZE, THREADED TWO -PIECE BODY. VALVE BOX WITH GREEN LID, HEAT H BRAND LID WITH "BV ". RAIN BIRD 44LO QUICK COUPLER VALVE, INSTALLED IN 10" ROUND VALVE BOX WITH LOOKING GREEN COVER AND 'QGV' HEAT BRANDED ON K AS APPROVED COVER. INSTALL QGV ON A 11/2" STUB -OUT OFF MAINLINE. EACH QGV SHALL BE ISOLATED FROM THE MAINLINE BY A II/2" BALL AA013,00 VALVE AND INSTALLED AT 200'0.0. PER CITY REQUIREMENTS. RAIN BIRD FEB-CF-PR5 -D SERIES BRASS PRESSURE REGULATING CONTROL VALVE, 51ZE AS SHOWN, INSTALL ONE VALVE PER 57D. RECT. L VALVE BOX WITH LOOKING GREEN COVER AND 'RCV' HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS SPEARS ISOLATED FROM THE MAINLINE BY A BALL VALVE. 51ZE BALL VALVE PER THE LARGEST RGV IN THE MANIFOLD. AA HUNTER/ IRRIGATION CONTROLLER IN 5TAINLE55 STEEL ENCLOSURE, SEE NOTES FOR MODEL AND STATION COUNT. CONTROLLER SHALL HAVE W ITS A DESIGNATED RECTANGULAR PULL BOX INSTALLED AT PEDESTAL BASE. CONTACT ITS TO COORDINATE PURCHASE AND WILKINS INSTALLATION. N/A MINI GLIK II/ RAIN SENSOR, ITS WILL MOUNT TO ENCLOSURE AND WIRE TO CONTROLLER. W U&T PER LATERAL LINE SERVING SYSTEM. INSTALL IN A 10" ROUND VALVE BOX BELOW GRADE. CONTRACTOR TO LOCATE ALL SUCH N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A WILKINS 500 -HLR SERIES PRE55URE REDUCING VALVE WITH 10 TO 125 FBI SPRING RANGE, SIZE AND PRESSURE SETTING AS NOTED. F AS APPROVED RILL BOXES FOR WIRE SPLICES SHALL BE LOCATED APPROXIMATELY 500'0.0. AND AT THE ENDS OF ALL 5LEEVE-5 UNDER Y MYLARS PAVING. PULL BOXES SHALL BE 10" ROUND WITH LOOKING LID AS APPROVED PVC, SOLVENT WELD LATERAL PIPE WITH 50H.40 FITTINGS, s/4 "-V2" 5CH. 40,2"-2Y2" CLASS 200, DEPTH AS PER DETAIL. BB AS APPROVED PVC, PIPE MAINLINES, DEPTH AS PER DETAIL, 112" 8 SMALLER SHALL BE SOLVENT WELD 50H.40 WITH SCHAO SOLVENT WELD BB PM FITTINGS, 2 " -3" SHALL BE SOLVENT WELD GL. 315 WITH 5CH.60 SOLVENT WELD FITTIN65, 2U4 " -3" FITTINGS SHALL BE THRUST JOB NO. BLOCKED, 4" AND LARGER SHALL BE CL. 200 GASKET JOINT WITH LEEMGO DUCTILE IRON FITTINGS AND JOINT RESTRAINT. DATE AS APPROVED PVC PIPE AS 5LEEVIN6, CL. 315 TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, GG ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SLEEVES UNDER BROW DITCHES SHALL BE ENCASED IN CONCRETE A MINIMUM OF b" THICK ON ALL SIDES OF PIPE. EXTEND ALL SLEEVES 12" MINIMUM PAST HARDSCAPE EDGES, MARK HARDSCAPE CURBS WITH '15' IN 2" HIGH LETTERS FOR LOCATION(S) EXTEND ALL PIPE 16" PAST SLEEVE PRIOR TO ANY FITTIN65. AS APPROVED IRRIGATION CONTROL WIRE SHALL BE #14UF AWG DIRECT BURIAL (U.L. APPROVED), COLOR CODE WIRE PER CONTROLLER, A MINIMUM AA013,00 OF THREE SEPARATE SPARE PILOT WIRES TO THE END OF EACH MAINLINE. ROUTE SPARE WIRE-5 INTO EACH VALVE MANIFOLD LOCATION, BUNDLE AND TAPE ALL WIRE AND INSTALL ADJACENT TO MAINLINE, LEAVE SPARE WIRE ENDS IN THE LAST VALVE MANIFOLD BOX ON THE MAINLINE. IRRIGATION COMMON WIRE SHALL BE #12UF AW6 DIRECT BURIAL (U.L. APPROVED). SPEARS 05 -500 PRE- FILLED WIRE CONNECTORS, USE ON ALL WIRE CONNECTIONS IN VALVE OR PULL BOXES ONLY AA VALGON 5000 SERIES ADV, USED ON ALL SPRINKLERS WITH LOW HEAD DRAINAGE UNCONTROLLABLE BY FACTORY INTEGRAL SPRINKLER N/A HEAD CHECK VALVE. WILKINS BR-4 PRESSURE REGULATING VALVE TO BE INSTALLED ON ALL LATERAL LINES WHERE SPRINKLER HEADS ARE LOCATED AT AN N/A ELEVATION MORE THAN 50' LOWER THAN THE RCV. SET PRE551JRE TO CONTROL PRESSURE DUE TO THI5 ELEVATION CHANGE, 51ZE PER LATERAL LINE SERVING SYSTEM. INSTALL IN A 10" ROUND VALVE BOX BELOW GRADE. CONTRACTOR TO LOCATE ALL SUCH PRV'S IN THE FIELD AND SHOW LOCATIONS ON RECORD DRAWINGS. LASCO MANUFACTURED SCHAO O -RING SWING JOINTS. FOR)'2" SPRAY HEADS USE T532 -212, FOR 5/4" TURF ROTORS USE T732 -212, FOR I" N/A SPORT ROTORS USE 6152 -412, FOR I" QUICK COUPLER VALVES USE 61325 -212 WITH MALE BRASS STABILIZER ELBOW, FOR 3/4" QUICK COUPLER VALVES USE 6132T -212 WITH MALE BRASS STABILIZER ELBOW. CARSON VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T -COVER LIDS AND CAPTIVE BOLT AND LOG -KIT. FOR ROUND DRIP EMITTERS N/A USE MODEL 510, T' ECONO SHALL BE MODEL -706, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECT. SHALL BE MODEL 14101,12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE BLACK HOPE BODY AND GREEN LIDS IN TURF, BLACK LIDS IN SHRUB BEDS, AND TAN LIDS IN ROCK MULCH. FOR USE IN NON - VEHICULAR TRAFFIC, 51TUATION5 ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. A -m — CONTROLLER / STATION # I IO °GPM VALVE SIZE u DIG ALERT CALIFORNIA STATE LAW SAYS YOU MU5T GALL BEFORE YOU 0I6. GOVERNMENT CODE SECTION 4216 -421b9 STATES THAT "EXCAVATION ": GRADING, TRENGHING, DIGGING, DITCHING, DRILLING AUGURING, TUNNELING, 5GRAPIN6, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION 01661%, LAN05GAPE DIGGING PLUMBING, FENCE P05T OR ANY OTHER WAY. OUR PERMIT FOR DIGGING WILL NOT BE VALID WI TOUT A DIG ALERT TICKET NUMBER AND NOTIFIGATION THAT THE MARKOUT HAS BEEN COMPLETED. THERE 15 AL50 A 14-DAY WINDOW (SECTION 421611E)) IN WHICH YOU MUST COMPLETE THE PROPOSED DIGGING. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RE5PON5181LITY TO RECALL DIG ALERT. 0I6 ALERT TOLL-FREE NUMBER IS 1- 800 - 221 -2b00. FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE 5HEET5 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 1 FOR CONSTRUCTION DETAILS 8 NOTES - SEE SHEETS 29 -35. FOR IRRIGATION PLAN- SEE SHEETS 36 -341 FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE 5HEET5 4& -51 FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -53 REVISIONS IST 017Y SUB. 01- 24 -0'7 3RD CITY SUB. 05- 10 -01 3RD CITY SUB. 0'1 -12 -0T MYLARS 017-20 -0? DRAWN PM,MG APPROVED PM JOB NO. 06 -114 DATE 05 -10 -07 SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, GALL DIG ALERT I -800 -227 -2600 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROYAL S CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. /l' ' DESCRIPTION:XXXXXXXX ReaummakaDED AA9RCVW • 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT X1M 03_090 XXXXXXX HORIZONTAL: AS SHOWN I LA JOLLA, CAMFORNIA 92037 -1339 APPROVED BY: 377.®G LOCATION: XXXXXXXXX or: ' • 858 . 558 . 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: xxx VERTICAL: AS SHOWN CORAL COVE IRRIGATION LEGEND: FAX 819 . 558 . 9188 (3 -0" TX ELEVATION: ELEV: XXX DATUM: M.S.L. DATE: L'-5 ' DR COP. ®A� SHEET 40 OF M POC - PRESSURE CALCS 0I -29 -07 PROJECT CORAL COVE POC # /RCV # A 1 19 T= 60 x INTERVAL x PEAK POC WATER TYPE POTABLE WATER RCV DEMAND POTABLE 38 GPM APPROVED HYDRAULIC GRADE LINE IE 375 FEET PR x IE METER ELEVATION AVG. DAILY Eto 46.6 per year 66 FEET SHRUBS & GROUND COVER (SPRAY &ROTOR) PRESSURE AVAILABLE AT POC 0.8 134 PSI SET POC PSI REGULATOR @ INTERVAL 81 PSI DESIGN PRESSURE = SEE BELOW FOR SQUARE FOOTAGE 76 PSI PEAK Eto! 0.128 # GPM SIZE LENGTH PSI LOSS KC SERVICE LINE 0.9 38.00 2" 35.00 1.54 0.54 PSI METER (WUCOLS 38.00 1" 0 8.70 PSI BACKFLOW DEVICE W/ STRAINER VERY LOW 0.1) 38.00 1" TURF ROTORS 13.00 PSI FLOW SENSOR GPD 38.00 1" PR _ 0.50 PSI MASTER CONTROL VALVE GPD 38.00 1.5" (Eto x 0.5 x HA x .62)/.60 2.72 PSI MAINLINE (2" CLASS 315) EWU = 345.44 38.00 2" 0.00 0.00 0.00 PSI MAINLINE (2.5" CLASS 315) EWU = 0.00 38.00 2.5" 710.00 0.46 3.27 PSI ISOLATION VALVES 2 VAR = LINE 0.70 1.40 PSI RCV SINGLE STATION EWU = 2024.87 38.00 1.5" 0.66 3.42 PSI SCH. 40 LATERALS (10% OF PSI REQ'D) 0.85 ROTOR VAR 4.87 1.62 4.87 PSI SUBTOTAL AC. FT /yr 38.41 PSI + 10% FOR FITTINGS 70378.44 3.84 PSI TOTAL LOSSES T= 42.25 PSI STATIONS = SPRINKLER OPERATING PRESSURE 30 PSI 2.04 30.00 PSI ELEVATION OF SPRINKLER HEAD(S) ON ZONE: 75 FEET STATIONS = -3.897 'PSI LOSS 3.90 PSI SUM PRESSURE REQUIRED MIN /STA 76.15 PSI SURPLUS 76% 57.65 PSI SET RCV PRESSURE REGULATOR @ 1 46.02 PSI * *BOOST REQUIRED:11 MIN. SUCTION PRESSURE: ''0 NONE NPSHr.- 0 BOOST IN PSI =_ *contractor to verify PSI at Meter is: 133.8 TDH REQUIRED: 0 0 PSI POC - PRESSURE CALCS 0I -29 -07 PROJECT CORAL COVE POC # /RCV # B 1 13 T= 60 x INTERVAL x PEAK POC WATER TYPE POTABLE WATER RCV DEMAND POTABLE 45 GPM APPROVED HYDRAULIC GRADE LINE IE 375 FEET PR x IE METER ELEVATION AVG. DAILY Eto 46.6 per year 66 FEET SHRUBS & GROUND COVER (SPRAY &ROTOR) PRESSURE AVAILABLE AT POC 0.8 134 PSI SET POC PSI REGULATOR @ INTERVAL 85 PSI DESIGN PRESSURE = SEE BELOW FOR SQUARE FOOTAGE 80 PSI PEAK Eto! 0.128 # GPM SIZE LENGTH PSI LOSS KC SERVICE LINE 0.9 45.00 2" 35.00 2.11 0.74 PSI METER (WUCOLS 45.00 1" 0 12.25 PSI BACKFLOW DEVICE W/ STRAINER VERY LOW 0.1) 45.00 1" TURF ROTORS 13.00 PSI FLOW SENSOR GPD 45.00 1" PR _ 0.50 PSI MASTER CONTROL VALVE GPD 45.00 1.5" (Eto x 0.5 x HA x .62)/.60 2.65 PSI MAINLINE (2" CLASS 315) EWU = 345.44 45.00 2" 146.00 1.59 2.32 PSI MAINLINE (2.5" CLASS 315) EWU = 0.00 45.00 2.5" 910.00 0.63 5.73 PSI ISOLATION VALVES 6 VAR = LINE 0.70 4.20 PSI RCV SINGLE STATION EWU = 2024.87 45.00 1.5" 0.66 3.60 PSI SCH. 40 LATERALS (10% OF PSI REQ'D) 0.85 ROTOR VAR 3.00 1.62 3.00 PSI SUBTOTAL AC. FT /yr 47.99 PSI + 10% FOR FITTINGS 70378.44 4.80 PSI TOTAL LOSSES T= 52.79 PSI STATIONS = SPRINKLER OPERATING PRESSURE 30 PSI 2.04 30.00 PSI ELEVATION OF SPRINKLER HEAD(S) ON ZONE: 60 FEET STATIONS = 2.598 'PSI GAIN i -2.60 PSI SUM PRESSURE REQUIRED MIN /STA 80.19 PSI SURPLUS 67% 53.60 PSI SET RCV PRESSURE REGULATOR @ 1 38.80 PSI * *BOOST REQUIRED:! MIN. SUCTION PRESSURE: 0 NONE NPSHr: 0 BOOST IN PSI = *contractor to verify PSI at Meter is: ;133.8 TDH REQUIRED: 0 0 ` PSI CORAL COVE 0I -29 -07 RUN -TIME CALC 05 -10 -0i POTABLE WATER METER W / CONTROLLER'A' CORAL COVE T= 60 x INTERVAL x PEAK Eto x KC ESTIMATED WATER USE METER'B' / CONTROLLER'B' POTABLE T= 60 x INTERVAL x PEAK Eto x KC APPROVED PR x IE IE JOB NO. PR x IE = 0.128 AVG. DAILY Eto 46.6 per year TIME = MIN = 0.5 SHRUBS & GROUND COVER (SPRAY &ROTOR) TIME = MIN 0.8 TURF (SPRAY & ROTOR) TURF (SPRAY & ROTOR) INTERVAL 1.4 WATER 5 DAYS /WEEK INTERVAL' 1.4 WATER 5 DAYSIWEEK = SEE BELOW FOR SQUARE FOOTAGE 0.62 = CONVERSION FACTOR OF UNITS TO GPD PEAK Eto! 0.128 0.128 ROTORS ROTORS 0.6 SPRAYS KC 0.80 TURF 0.9 (WUCOLS HIGH 0.7 -0.9) 0.85 BUBBLERS 0.50 SHRUB ZONE TYPE: (WUCOLS LOW 0.1 -0.3, MOD 0.4 -0.6) SHRUB ROTORS 0 0.45 SLOPE GPD (WUCOLS VERY LOW 0.1) (Eto x 0.5 x HA x .62)/.85 (Eto x 0.5 x HA x .62)/.85 TURF ROTORS 0.70 TREE EWU = 0.00 GPD GPD (Eto x 0.8 x HA x .62)/.85 PR _ PR 1.851SPRAY EWU = 1,679.43 GPD GPD (Eto x 0.5 x HA x .62)/.60 0.50 ROTOR TURF SPRAYS 0.50 ROTOR EWU = 345.44 GPD GPD 0.30 DRIP (Eto x 0.8 x HA X.62)/.60 SHRUB DRIP 0.30 DRIP EWU = 0.00 GPD GPD 3.00' BUBBLER (Eto x 0.5 x HA x .62)/.90 (Eto x 0.5 x HA x .62)/.90 TREE BUBBLER 3.00 BUBBLER EWU =' 0.00 IE 0.60 SPRAY (Eto x 0.5 x HA x .62)/.85 (Eto x 0.5 x HA x .62)/.85 IE 0.60 SPRAY EWU = 2024.87 0.85 ROTOR ACRE: 0.66 GPD GPD 0.85 ROTOR 0.90 DRIP 426,787 1.62 1.31 *EWU based on watering 5days GPY* *EWU based on watering 5days GPY* AC. FT /yr 0.90 DRIP per week, 52 weeks per year, per week, 52 weeks per year, 70378.44 57053.29 with no effective rainfall. SHRUB ROTORS T= 0.85: BUBBLER X 0 STATIONS = 0 MINUTES YEARLY MAWA: 664,123 2.04 SHRUB ROTORS T= 13 X 0 STATIONS = 0 MINUTES STATIONS = 0 MIN /STA MIN /STA SHRUB ROTORS SLOPE T= 11 X 0 STATIONS _ 0 MINUTES 0 MINUTES MIN /STA MIN /STA TURF ROTORS T= 20 X 0 STATIONS' = 0 MINUTES MIN /STA SHRUB SPRAYS TURF SPRAYS T= 8 X 3 STATIONS' = 23 MINUTES MIN /STA MIN /STA SHRUB DRIP T= 20 SHRUB SPRAYS T= 5 X 27 STATIONS' = 130 MINUTES MIN /STA TREE BUBBLERS T= 3 X 0 STATIONS = SHRUB DRIP T= 20 X 0 STATIONS = 0 MINUTES MINUTES MIN /STA 1.38 HOURS TREE BUBBLERS T= 3 X 0 STATIONS = 0 MINUTES MIN /STA 1.38 HOURS TOTAL 154 MINUTES DRIP ZONES: 0.00 HOURS 2.56 HOURS total number of stations: 30 28.45% OF 9HR OVERHEAD ZONES: 2.56 HOURS DRIP ZONES: 0.00 HOURS CORAL COVE 0I -29 -07 RUN -TIME CALC 05 -10 -0i POTABLE WATER O7-12 -09 CORAL COVE 017-20 -01 ESTIMATED WATER USE METER'B' / CONTROLLER'B' EWU (GPD)= T= 60 x INTERVAL x PEAK Eto x KC APPROVED POTABLE IE JOB NO. PR x IE = 0.128 AVG. DAILY Eto 46.6 per year PF = 0.5 SHRUBS & GROUND COVER (SPRAY &ROTOR) TIME = MIN 0.8 TURF (SPRAY & ROTOR) TURF (SPRAY & ROTOR) 0.5 SHRUBS (POINT SOURCE & DRIPLINE) INTERVAL' 1.4 WATER 5 DAYSIWEEK = SEE BELOW FOR SQUARE FOOTAGE 0.62 = CONVERSION FACTOR OF UNITS TO GPD = CONVERSION FACTOR OF UNITS TO GPD PEAK Eto 0.128 ROTORS ROTORS 0.6 SPRAYS KC 0.80 TURF 0.9 (WUCOLS HIGH 0.7 -0.9) 0.85 BUBBLERS 0.50 SHRUB ZONE TYPE: (WUCOLS LOW 0.1 -0.3, MOD 0.4 -0.6) SHRUB ROTORS 0 0.45 SLOPE GPD (WUCOLS VERY LOW 0.1) (Eto x 0.5 x HA x .62)/.85 (Eto x 0.5 x HA x .62)/.85 TURF ROTORS 0.70 TREE EWU = 0.00 GPD GPD (Eto x 0.8 x HA x .62)/.85 PR _ 1.85 SPRAY 25,460 EWU = 1,679.43 GPD GPD (Eto x 0.5 x HA x .62)/.60 0.50 ROTOR TURF SPRAYS 3,273 EWU = 345.44 GPD GPD 0.30 DRIP (Eto x 0.8 x HA X.62)/.60 SHRUB DRIP 0 EWU = 0.00 GPD GPD 3.00' BUBBLER (Eto x 0.5 x HA x .62)/.90 (Eto x 0.5 x HA x .62)/.90 TREE BUBBLER 0 EWU =' 0.00 IE 0.60 SPRAY (Eto x 0.5 x HA x .62)/.85 (Eto x 0.5 x HA x .62)/.85 TOTAL SQ. FEET:' 28,733 EWU = 2024.87 0.85 ROTOR ACRE: 0.66 GPD GPD 0.90 DRIP 426,787 1.62 1.31 *EWU based on watering 5days GPY* *EWU based on watering 5days GPY* AC. FT /yr 0.85 BUBBLER per week, 52 weeks per year, per week, 52 weeks per year, 70378.44 57053.29 with no effective rainfall. SHRUB ROTORS T= 13 X 0 STATIONS = 0 MINUTES YEARLY MAWA: 664,123 2.04 MIN /STA GPY AC. FT. AC. FT. SHRUB ROTORS SLOPE T= 11 X 0 STATIONS = 0 MINUTES MIN /STA TURF ROTORS T= 20 X 0 STATIONS = 0 MINUTES MIN /STA _ TURF SPRAYS T= 8 X 2 STATIONS = 15 MINUTES MIN /STA SHRUB SPRAYS T = 5 X 14 STATIONS = 6B MINUTES MIN /STA SHRUB DRIP T= 20 X 0 STATIONS = 0 MINUTES MIN /STA TREE BUBBLERS T= 3 X 0 STATIONS = 0 MINUTES MIN /STA TOTAL' 83 MINUTES 1.38 HOURS total number of stations: 16 15.39% OF 9HR OVERHEAD ZONES: 1.38 HOURS DRIP ZONES: 0.00 HOURS CORAL COVE 0I -29 -07 METER'A' / CONTROLLER W 05 -10 -0i POTABLE WATER O7-12 -09 MYLARS 017-20 -01 ESTIMATED WATER USE EWU (GPD)= ETO x PF x HA x.62 PM,MG APPROVED PM IE JOB NO. ETo = 0.128 AVG. DAILY Eto 46.6 per year PF = 0.5 SHRUBS & GROUND COVER (SPRAY &ROTOR) &ROTOR) 0.8 TURF (SPRAY & ROTOR) TURF (SPRAY & ROTOR) 0.5 SHRUBS (POINT SOURCE & DRIPLINE) HA = SEE BELOW FOR SQUARE FOOTAGE = SEE BELOW FOR SQUARE FOOTAGE 0.62 = CONVERSION FACTOR OF UNITS TO GPD = CONVERSION FACTOR OF UNITS TO GPD IE' = 0.85 ROTORS ROTORS 0.6 SPRAYS SPRAYS 0.9 DRIP DRIP 0.85 BUBBLERS BUBBLERS ZONE TYPE: AREA (SQ. FT-) AREA (SQ.FT.) SHRUB ROTORS 0 EWU = 0.00 GPD GPD (Eto x 0.5 x HA x .62)/.85 (Eto x 0.5 x HA x .62)/.85 TURF ROTORS 0 EWU = 0.00 GPD GPD (Eto x 0.8 x HA x .62)/.85 (Eto x 0.8 x HA x .62)/.85 SHRUB SPRAYS 25,460 EWU = 1,679.43 GPD GPD (Eto x 0.5 x HA x .62)/.60 (Eto x 0.5 x HA x .62)/.60 TURF SPRAYS 3,273 EWU = 345.44 GPD GPD (Eto x 0.8 x HA X.62)/.60 (Eto x 0.8 x HA X.62)/.60 SHRUB DRIP 0 EWU = 0.00 GPD GPD (Eto x 0.5 x HA x .62)/.90 (Eto x 0.5 x HA x .62)/.90 TREE BUBBLER 0 EWU =' 0.00 GPD GPD (Eto x 0.5 x HA x .62)/.85 (Eto x 0.5 x HA x .62)/.85 TOTAL SQ. FEET:' 28,733 EWU = 2024.87 EWU = 1641.49 ACRE: 0.66 GPD GPD 526,466 426,787 1.62 1.31 *EWU based on watering 5days GPY* *EWU based on watering 5days GPY* AC. FT /yr AC. FT /yr per week, 52 weeks per year, per week, 52 weeks per year, 70378.44 57053.29 with no effective rainfall. with no effective rainfall. CU.FT /yr MAWA =Eto x 0.8 x AREA x 0.62 DAILY MA WA: 1,820 DAILY MA WA: 1,425 YEARLY MAWA: 664,123 2.04 1.60 GPY AC. FT. CORAL COVE 0I -29 -07 METER'B' / CONTROLLER'B' 05 -10 -0i POTABLE WATER O7-12 -09 MYLARS 017-20 -01 ESTIMATED WATER USE EWU (GPD) = ETO x PF x HA x.62 PM,MG APPROVED PM IE JOB NO. ETo = 0.128 AVG. DAILY Eto 46.6 per year PF = 0.5 SHRUBS & GROUND COVER (SPRAY &ROTOR) 0.8 TURF (SPRAY & ROTOR) 0.5 SHRUBS (POINT SOURCE & DRIPLINE) HA = SEE BELOW FOR SQUARE FOOTAGE 0.62 = CONVERSION FACTOR OF UNITS TO GPD IE = 0.85 ROTORS 0.6 SPRAYS 0.9 DRIP 0.85 BUBBLERS ZONE TYPE: AREA (SQ.FT.) SHRUB ROTORS 0 EWU = 0.00 GPD (Eto x 0.5 x HA x .62)/.85 TURF ROTORS 0 EWU = 0.00 GPD (Eto x 0.8 x HA x .62)/.85 SHRUB SPRAYS 18,544 EWU = 1,223.23 GPD (Eto x 0.5 x HA x .62)/.60 TURF SPRAYS 3,963 EWU = 418.26 GPD (Eto x 0.8 x HA X.62)/.60 SHRUB DRIP 0 EWU = 0.00 GPD (Eto x 0.5 x HA x .62)/.90 TREE BUBBLER 0 EWU = 0.00 GPD (Eto x 0.5 x HA x .62)/.85 TOTAL SO. FEET: 22,507 EWU = 1641.49 ACRE: 0.52 GPD 426,787 1.31 *EWU based on watering 5days GPY* AC. FT /yr per week, 52 weeks per year, 57053.29 with no effective rainfall. CU.FT /yr MAWA =Eto x 0.8x AREA x 0.62 DAILY MA WA: 1,425 YEARLY MA WA: 520,218 1.60 GPY AC. FT. FLANS ARE IN �®NF®R1NfANGE NI TH CeHAFT R 25.26 OF THE ENGINITAS 1�(UNICIFAL CoODE Ce I T I NO THE INTER FF I . I ENT LANDSGAF FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMEN54ON PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 2cl-35.1 FOR IRRIGATION PLAN- SEE SHEETS 36 -39 FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDOOVER - SEE SHEETS 4& -51 FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 -53 REVISIONS IST CITY Sus. 0I -29 -07 5RV CITY Sue. 05 -10 -0i 5RD CITY Sue. O7-12 -09 MYLARS 017-20 -01 DRAWN PM,MG APPROVED PM JOB NO. 06 -114 DATE 05 -10 -OT SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, CALL DIG ALERT ®: I -800 -227 -2600 REVISIONS APPROVED DATE R FERE CES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. T DESCRIPTION:XXXXXXXX 9404 GENESEE AVENUE. SUITE 14o DEPARTMENT X17[ ,03_00 XXXXXXX HORIZONTAL: AS SHOWN i /�� lim LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: 3� l -G LOCATION: XXXXXXXXX ; BY l,;i• 858. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: xxx VERTICAL: AS SHOWN ( /�_ IRRIGATION CALCS: /ry+/O7 �.= FAX 819.558.9188 /ORAL COVE (b3�°10'� �I ELEVATION: ELEV. XXX DATUM: M.S.L. }S D DATE: i� � .7 L' -6 I'll SHEET 41 OF 53 O INSTALL SPRINKLER HEAD FUSH WITH ROTOR HEAD, SEE LEGEND FOR FINISH 6RADE IN TURF AREAS SPECIFICATION —] SPRAY HEAD, SEE LEGEND FOR SPECIFICATION —INSTALL SPRINKLER HEAD 1/2" ABOVE FINISH GRADE IN 5HRU5 AND GROUND COVERS AREAS UNDISTURBED 501L TRIPLE SWING JOINT ASSEMBLY, 6" LAY MINIMUM SG; 40 PVC SXSXT TEE FITTING LATERAL x SPRINKLER INLET 51ZE LATERAL LINE, SEE SPECIFICATION5 FOR TYPE AND DEPTH REQUIRED NOTE: INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, HALLS OR BUILDINGS. DO NOT USE SIDE INLET ON HEADS WITH INTEGRAL CHECK VALVE. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. � POP-UP 5PRINKLER SCALE: N.T.5. PRESSURE SUPPLY LINE TO HOUSE MAINLINE TO IRRIGATION SYSTEM TEE FITTING INSTALLED BY PLUME VALVE BOX (IF BELOW GRADE) — BALL VALVE, PER LEGEND U L5GH. 60 PVC, OR BRASS NIPPLE TYP SGH. 60 PVC OR BRASS UNION IRRIGATION MAINLINE, PER LEGEND. - MALE ADAPTER TYP. PRESSURE SUPPLY LINE FROM METER PRESSURE REGULATOR, PER LEGEND. NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. POINT OF GONNEGTION (PRIVATE LOTS, SCALE: N.T.5. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND HASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HAR05CAPE EDGE. HEAT BRAND "BV" ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION �S" — FINISHED GRADE IN SHRUB AREAS MAINLINE, DEPTH AS PER SPECS. 2" MIN. PVC, MALE ADAPTER (I OF 2) Q0 °-0 , ABOVE GRADE - BRASS UNION BELOW GRADE - SCH.60 UNION (4) BRICK SUPPORTS ° ABOVE GRADE - BRASS NIPPLE BELOW GRADE - SCH.60 NIPPLE 3/4" ROCK, 2 CUBIC FT. NOTE: LANDSCAPE FABRIC BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE HANDLE. INSTALL AT RIGHT ANGLE TO HARDSOAPE EDGE, INSTALL VALVE OFF - CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAINLINE DEPTH. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. ,� BALL VALVE (PRIVATE L075) 50ALE: N.T.5 REVISIONS L SHRUB ADAPTER SPRAY, SEE LEGEND FOR SPECIFICATION 5GH 60 PVC, NIPPLE, TWO REQUIRED LENGTH AS REQUIRED SPRING TYPE ANTI -DRAIN VALVE FINISHED GRADE UNDISTURBED 501L TRIPLE SHING JOINT ASSEMBLY SCH 40 PVC Sx5xT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. DO NOT INSTALL SPRINKLER HEAD HITHIN 10 FT OF PAVING, GARBS OR TURF EDGES. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, HALLS OR BUILDINGS. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. SPRAY HEAD ON RISER / SCALE: N.T.S. 13 LEGEND I. REDUCED PRESSURE PRINCIPLE BACKFLOH PREVENTER, PER LEGEND 2. WYE STRAINER (IF SPECIFIED) 5. BRASS NIPPLES (LENGTH AS REG) 4. FINISH GRADE. 5. SOH.60 PVC FEMALE ADAPTER. 6. PVC PRESSURE SUPPLY LINE, SEE SPECIFICATIONS. �. 12 "xl2 "xl2" CONCRETE THRUST BLOCKS 6. BRASS TxT ELL, LINE 51ZE 4. COPPER SxT ELL, LINE SIZE 10. TYPE 'K' COPPER TUBING FROM WATER METER. II. V.I.T. STRONGBOX OP -505F GUIK PAD, IF ENCLOSURE 15 SPECIFIED, SET 2" ABOVE GRADE 12. FILL BASE OF QUICKPAD WITH 5/4" ROCK TO TOP OF BASE OF UNIT 15. STAINLESS STEEL ENCLOSURE (IF SPECIFIED) 14. PRE55LIRE REGULATOR (IF 5PEGIFIED) NOTES: I. INSTALLATION MUST CONFORM TO LOCAL CODES 2. CONTRACTOR MUST PROVIDE BAGKFLOH CERTIFICATION. 3. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 4. ALL BRA55 OR COPPER BELOH GRADE SHALL HAVE AMA 0209 APPROVED PIPE TAPE. BAC,<FLON DEV I OE SCALE: N.T.5. FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX HITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND HASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. MA°STE�R CONTROL VALVE, SEE LEGEND FOR SPEC. INISH GRADE IN SHRUB AREAS — — - III=III' 4 MIN. I 1tt= III =III: 5R) CITY SUB. I =I I= III I rtttmmtrmmmrtm I = = 24" HIRE LOOP — —I — = — VALVE ID TAGS DRAWN PM,MG G SCH 60 FEMALE PM JOB NO. 06 -114 DATE ADAPTER, (I OF 2) 2" MI AS SHOWN PVC MAINLINE TO FLOH o° ° SENSOR, PIPE PER SPECS. (4) BRICK SUPPORTS BASS UNION BRASS NIPPLE (TYP). LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. PVC, MAINLINE PIPE FROM BACKFLOH PER SPECS. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM SUPPLY SIDE OF THE MASTER VALVE ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. MASTER VALVE SCALE: N.T.5. DATE ERENCES DATE BENCH MARK SCALE DESCRIPTION:XXXXXXXX XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX XXX VERTICAL: AS SHOWN ELEVATION: ELEV. XXX DATUM: M.S.L. 12° Mm SHRUB SPRINKLER HEAD, SEE LEGEND FOR SPECIFICATION SECURE RISER TO STAKE WITH STAINLESS STEEL "PUNCH-LOW CLAMP, TWO REQUIRED SHRUB RISER ASSEMBLY, SEE LEGEND FOR SPECIFICATION REBAR STAKE, #4 X 36" LENGTH SPRING TYPE ANTI -DRAIN VALVE 5GH 60 PVC NIPPLE, LENGTH AS REQUIRED FINISHED GRADE UNDISTURBED SOIL 50H 40 PVC THREADED COUPLING, TRIPLE SWING JOINT A55EMBLY SCH 40 PVC Sx9xT TEE FITTING LATERAL x SPRINKLER INLET 51ZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: L0 ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVER5PRAY ONTO PAVING, FENCES, HALLS OR BUILDINGS. ON RECYCLED HATER SYSTEMS USE " RISER MARKER ". ROTOR HEAD ON RISER SCALE: N.T.S. FINISH GRADE IN TURF AREAS PLASTIC ROUND VALVE BOX WITH BOLT DOHN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED I6" FROM HARDSGAPE EDGE. HEAT BRAND "PRV" ONTO LID. PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION FIN15H GRADE IN SHRUB AREAS PVC SCH 60 T.O.E. NIPPLE, 3" MIN., 2 REG. PVC SOH 40 SLIP COUPLING, 2 REG. 2" MIN. p o PVC MAINLINE TO MASTER 00 • o VALVE, PIPE PER SPECS. • 0 (4) BRICK SUPPORTS o•>? ro . • 00 1 b 3/4" ROCK, 2 CUBIC FT. LANDSCAPE FABRIC BRASS NIPPLE (TYP). BRA55 UNION PVC, MAINLINE FROM P.O.C. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM SUPPLY SIDE OF THE PRESSURE REGULATOR ASSEMBLY. ALL THREADED CONNECTION5 TO HAVE TEFLON TAPE OR PASTE. PRESSURE REGULATOR SCALE: N.T.5. APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT 9404 GENESEE AVENUE, SUITE 140 APPR ®VED BY� Z, LA JOLLA, CALIFORNIA 92037 -1339 ' dol 858 . 558 . 8977 ��� /DFAX 819 . 558 . 9188 DATE: � � BRONZE BALL VALVE ALL PIPING ABOVE - CRAVE TO BE TYPE 'K' COPPER FINISH GRADE—, TO HOUSE —WATER SUPPLY REGULATOR (BY OTHERS) FROM HATER METER AT STREET TO CONTROL PRESSURE REGULATOR VALVES (BY LANDSCAPE CONTRACTOR) NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. POINT OF OONNEGTION (PRIVATE LOTS, SCALE: N.T.S. FIN15H GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HAR05CAPE EDGE. HEAT BRAND "BV" ONTO LID. FINISH GRADE IN SHRUB AREAS 4" MIN. G' MAINLINE, DEPTH AS PER SPECS. FLOH lei �uao1 AP1a�1oY $Yj (4) BRICK SUPPORTS 3/4" ROCK, 2 CUBIC FT. LANDSCAPE FABRIC NOTE: BOX TO BE INSTALLED TO ALLOW FOR PROPER OPERATION OF BALL VALVE HANDLE. INSTALL AT RIGHT ANGLE TO HARDSGAPE EDGE. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAINLINE DEPTH. ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR PASTE. BALL VALVE F-j SCALE: N.T.S. FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 2a -55.1 FOR IRRIGATION PLAN- SEE SHEETS 36 -5a FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE SHEETS 48 -51 FOR PLANTING DETAILS 4 NOTES -SEE SHEETS 52 -53 CITY OF ENCINITAS: ' ! 1 111 1' •'AI • mm REVISIONS IST CITY SUB. 01 -29 -0? 5R) CITY SUB. 05 -10 -0R 5RD CITY SUB. 07 -12 -01 MYLARS Oi- 20 -O"1 DRAWN PM,MG APPROVED PM JOB NO. 06 -114 DATE 05- 10 -017 SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, GALL DIG ALERT C: I -800 -227 -2600 ENGINEERING DEPARTMENT Ll ®7 DRAWING NO. Tu 03 -090 3 ?1 -G (63 �0107M• 09 CDP. OA) SHEET � OF � 2" MIN. FINISH GRADE IN TURF AREAS PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER HEAT BRAND `WV" ONTO LID. BRASS NIPPLE, MOLDED IN PLACE (4) BRICK SUPPORTS LA5CO 5CH. 40 TRIPLE SWING JOINT ASSEMBLY WITH MALE BRA55 STABILIZER ELBOW MAINLINE, SEE SPECS. M4 x 36" REBAR STAKES, (I Of 2) LANDSCAPE FABRIC. 3/4" ROCK, I CUBIC FT. NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. QUICK COUPLER VALVE KEY MUST SWIVEL FREELY WHEN INSERTED INTO LUG TRACK. QU I GK COUPLER VALVE SCALE: N.T.S. UVR PVC, SGH.60 THREADED 40e ATMOSPHERIC VACUUM BREAKER THO PVC ELLS AS REQUIRED (TYP). + PVC, LATERAL LINE TO AVB BURIED AS SHOWN ON PLANS MIN. 6" ABOVE SLOPE HIGHEST OUTLET FINISH GRADE ANGLE VALVE, SEE LEGEND FOR 5PE05 I -I - IIIIII1 DRI- 51FLICE I - 111 111 1 CONNECTIONS I I I III —III -I MIN. 6" ABOVE FINISH GRADE I II 111 I 1 -1 111 III —III— _ I III I I - III -I I I -I I I -I I P NIPPLE, LENGTH =) 11 =1 -I I -(III AS REG. (TYP). = I —III— PVC, LATERAL LINE TO HEADS PVC LATERAL LINE TO AVB SHIN& CHECK VALVE NOTE. PVC, SCH. 40 5XT FITTINGS (TYP) ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. �rANO LE VALVE / AVE3 PLACEMENT \ / SCALE: N.T.S. IRRIGATION MAINLINE INSTALLED IS" OFF HARDSGAPE EDGE HARDSGAPE EDGE FINISH GRADE IN TURF AREAS PLASTIC, RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND HA5HER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "ROV" AND CONTROL STATION s# ONTO LID. EEI 3" I M 11= _ ,FINISH GRADE 311111 =1 = = IN SHRUB AREAS =111 -111 4" MIN. I lll: 3111= III =1 I- - III -I I � rR7il 24" WIRE LOOP I 1 =1 11= VALVE ID TAG LATERAL 50H. 60 PVC, THREADED ELL OR TEE SCH. 80 PVC 2' MIN. CONTROL VALVE, SEE LEGEND FOR SPECS FEMALE ADAP. SCH W PVC, NIPPLES (TYP). C� 8 LENGTH AS REQUIRED (4) BRICK SUPPORTS 50H. &0 UNION IRRIGATION MAINLINE OR MANIFOLD SUB -MAIN 3/4" ROCK GRAVEL 2 CUBIC FEET LANDSCAPE FABRIC, NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. IF MAINLINE OR MANIFOLD SUB -MAIN 19 AT VALVE DEPTH, TEE INTO VALVE WITH 5CH.80 NIPPLE, LENGTH AS REQUIRED. REMOTE CONTROL VALVE SCALE: N.T.S. DH RH A GC COMMUNICATION GABLE PULL BOX DH RH A RGV + STATION k REMOTE CONTROL VALVE DH RH A MV MASTER CONTROL VALVE OH RW A F5 FLOW SENSOR DH RH A BV BALL VALVE DH RH A FI FERTILIZER INJECTOR DW RH A 55 BASKET STRAINER DW RN A M5 MOISTURE SENSOR DW RH A PB FULL BOX DH RH A GOV QUICK COUPLER VALVE DH RH A FV FLUSH VALVE DW RH A SLV SLEEVE MARKER DH RH A BO MAINLINE BLOW OUT DH RA A DV DRAIN VALVE DH RH A ARV AIR/VACUUM RELIEF DH RH A OF DISK FILTER DH RH A PRV PRESSURE REG. VALVE CONTACT IRRIGATION CONSULTANT FOR ANY DEVICE NOT LISTED. VALVE SOX I DENTI E I CATI ON SCALE: N.T.5. HARDSCAPE EDGE ELECTRIC ANTI- 51PHON CONTROL VALVE MIN. 6" ABOVE HIGHEST OUTLET PVC, SOH. 80 NIPPLE — LENGTH AS REG. (I OF 2) WATERPROOF HIRE CONNECTORS (2 TYP) /-30" HIRE LOOP IFS FIN15H GRADE PVC LATERALS I PVC PRESSURE MAIN LINE PIPING \/5XT 5CH. 40 FITTINGS NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. '� ANTI -51 PHON VALVE I r I SCALE: N.T.5. QUICK COUPLING VALVE BOX (TYP) 0 RECTANGULAR VALVE BOX (TYP) -----7 = I 12" 12" 12" fl 7r ce 0 NOTES: I. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALT BASED WATERPROOF PAINT. 2. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. 3. LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUND COVER AREAS WHEN POSSIBLE. 4. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE ACCESS AND MAINTENANCE. 6. SET VALVE BOXES AT EGBUAL ELEVATIONS WITH TOPS AT FINISH GRADE IN TURF AREAS OR 3" ABOVE FIN15H GRADE IN SHRUB/GROUND COVER AREAS. T VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF AREA. 6. DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE 501L COMPACTING AROUND BOX. 9. ON RECYCLED SYSTEMS ALL VALVE BOXES AND GHUICK COUPLING VALVES SHALL BE CLEARLY COLORED PURPLE. VALVE BOX LAYOUT LX SCALE: N.T.S. ATMOSPHERIC VACUUM BREAKER MIN. 6" / HIGHEST PVC SCH. &0 NIPPLE, — LENGTH AS REG. (1 OF 2) PVC LATERAL LINE PIPING FROM RGV UVR RE515TANT SCH. 50 NIPPLE, LENGTH AS REG. —UVR RESISTANT 50H. 50 THREADED qO FINISH GRADE 12" MINIMUM —PVC, LATERAL LINE PIPING TO HEADS SxT PVC, 5CH. 40 FITTINGS (TYP). NOTE: ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR PASTE. ATMOSPHERIC \IACUUM BREAKER SCALE: N.T.S. RECT. VALVE BOX HITH LOCKABLE COVER 2. 2" LABELING PER SPECIFICATIONS 3. CONTROLLER/EQUIPMENT DESIGNATION 4. VALVE IDENTIFICATION S. ROUND VALVE BOX WITH LOCKABLE COVER NOTE: ALL VALVE BOX COVERS SHALL BE PURPLE IN COLOR ON RECYCLED WATER SYSTEMS. I i r €� I ! J SCALE: N.T.5. INSTALL MAINLINE IS" OFF OF HARDSGAPE EDGE N08CAPF QUICK COUPLER VALVE ON SWING Q0kter,aa� 990 JOINT IN ROUND VALVE BOX 5GH80 TEE, MAINLINE x ivy 5x5x5 C. 5014. SO PVC, TEE, Sx5x5 c9 s 0 rn MAINLINE X MANIFOLD SIZE �° -4 stature i BCH. 80 PVC UNION BALL TYPE ISOLATION VALVE, IF SPECIFIED —BALL TYPE ISOLATION VALVE QF CALL SCH. 80 PVC, TEE, Sx5x5 I 5CH. 80 PVC, UNION REVISIONS /— QUICK COUPLER SORW TRIPLE IST ciTY SUB. 0I- 2a -0-r BALL TYPE 150LATION VALVE, IF 512ECIFIED f SHIN& JOINT ASSEMBLY WITH 50H. 50 PVC UNION DOUBLE O -RING SEAL aRD CITY SUB. 05- I0-0-7 IRRIGATION SUB- MAINLINE, SIZE PER 3RD ciTY SUB. O- 7- 12 -CrT 12" TYP. LARGEST VALVE ® QUICK COUPLER VALVE IN A MYLARS 01- 20 -0-7 ROUND VALVE BOX, SEE MINIMUM 12 SEPARATION BETWEEN bJ ALL VALVE BOXES LEGEND FOR SPECS. NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON DRAWN PM,MG II-lb" TYP. REMOTE CONTROL VALVE TAPE OR PASTE. ,,PPROVED Fm OOV TO BE INSTALLED IN PLANTING AREAS WHEN FOR TITLE SHEET - SEE SHEET 20 SCH. SO PVC UNION POSSIBLE. FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 LATERAL LINE TO SPRINKLERS FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 JOB NO. 06 -114 NOTE: ALL THREADED CONNECTIONS TO S I NOLE aCY INSTALLATION FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 2a -35.1 DATE 05- 10 -OIT b,J HAVE TEFLON TAPE OR PASTE Sr- N.T.S. FOR IRRIGATION PLAN- SEE SHEETS 56-51 SCALE AS SHOWN FOR IRRIGATION LEGEND -SEE SHEET 40 NOTE: IF MANIFOLD SUB -MAIN 15 AT VALVE DEPTH, TEE INTO VALVE FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS NOTE: BEFORE ANY WITH 5GHhO NIPPLE, LENGTH AS REQUIRED. 41 -4.7 EXCAVATION BEGINS, MANIFOLD INSTALLATION FOR PLANTING PLANS: TREES, 5HRUI35 AND GROUNDCOVER - CALL DIG ALERT @: SEE 5HEET5 45 -51 1- 800 -227 -2600 SCALE: N.T.S. FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 -55 REVISIONS APPROVED DATE 1,EFERENC DATE BENCH MARK SCALE APPROVALS CITY OF ENCINRAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. S- gaa, 7- 2o" DESCRIPTION:XXXXXXXX PAW 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT 7m O3 -010 XXXXXXX HORIZONTAL: AS SHOWN I, LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: 372—G LOCATION: XXXXXXXXX 6Y: - - 858. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: IRRIGATION DETAILS( XXX VERTICAL: AS SHOWN 0 � ;.� ,,. FAX 8i9 . 668 . 9188 ib3-a+'N, aL ", �) ELEVATION: ELEV. XXX DATUM: M.S.L. DATE: —� CORAL ®� L! ®V SHEET 43 OF 0 TOP OF SLOPE LATERAL LINE(TYP) ATMOSPHERIC VACUUM BREAKER 5WIN6 CHECK VALVE ANGLE VALVE ANTI — SIPHON VALVE !!! MAINLINE —� TOE OF SLOPE LATERAL LINE(TYP) NOTES: AVB "G" SHALL BE INSTALLED 6" ABOVE HIGHEST OUTLET AND PER CODE. WHERE HEADS ARE LOVER THAN RCV USE ANTI- 51PHON "B" TYPE VALVE. WHERE HEADS ARE ABOVE RGV USE ANGLE "A" TYPE VALVE AND AVE, "G ". WHEN HEADS ARE ABOVE RGV USE SWING CHECK VALVES "D ". r ,RESIDENTIAL RCV AT TOE OF SLOPE SCALE: N.T.S. FINISHED GRADE IN TURF AREAS 10" ROUND PLASTIC VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "PB" ONTO LID. 24" WIRE EXPANSION LOOP (TYP). ROUND PULL SOX SCALE: N.T.5. DIMENSION - PEDESTRIAN A B G D 2" TO 12" SIZE 24" IS" 12" 6" DIMENSION- VEHICLE A B G D 2" TO 12" SIZE 30" 24" I8" 6" ") SCALE: N.T.5. REVISIONS FINISH GRADE IN 5HRUB AREAS WATER PROOF WIRE CONNECTORS (4) BRICK SUPPORT5 PVC ELECTRICAL SWEEP (IF INSTALLED IN CONDUIT) LANDSCAPE FABRIC, 3/4" ROCK, I CIJBIC FT. PAVING SAND BAGKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINE SEE LEGEND FOR SPECS CONTROL WIRE BEE LEGEND FOR SPECS UNDISTURBED 501L MAINLINE SLEEVE, SEE LEGEND FOR SPECS PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. EXTEND ALL SLEEVES 12" MINIMUM PAST HARD50APE EDGES BAGKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED - - I 6 I - i FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "F5" ONTO LID. r--- FLOW SENSOR, SEE LEGEND FOR SPECIFICATION PVC MAINLINE I ► FROM MASTER 3 VALVE FINISH GRADE IN SHRUB AREA -I � I -I 11= _ -_ -_ 24" WIRE 4" MIN. PVC MAINLINE TO -1 I I -1111 =1I 1 =1 I: SYSTEM, PIPE PEF LOOP _ III ;III SPECIFICATION 10 x PIPE VIA. 5 x PIPE VIA. —► FL 2" MIN. FUNNEL TYPE CONCENTRIC REDUCER FITTING ° (4) BRICK SUPPORTS as a o I" ELECTRICAL 3/4" ROCK, 2 CUBIC FEET CONDUIT TO CONTROLLER LANDSCAPE FABRIC NOTE: NO FITTINGS IOx PIPE O.D. UPSTREAM OF SENSOR, NO FITTIN65 5x PIPE O.D. DOWNSTREAM OF SENSOR. INSTALL FLOW 5EN50R PER THE MANUFACTURER'S RECOMMENDATIONS, ROUTE WIRES THROUGH CONDUIT TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWNSTREAM 51DE OF THE FLOW SENSOR. FLOW SENSOR SCALE: N.T.5. SAVE OF BUILDING PLASTIC TIE DOWN STRAP RAIN SENSOR, SEE LEGEND FOR 5PEC5. MOUNTING BRACKET WIRE TO IRRIGATION CONTROLLER SECURE WIRE WITH GABLE TIE BRACKET, 5'0.0. MIN. RAIN SENSOR MOUNTED ON EAVE SCALE: N.T.S. DATE t ,REFS NCES DATE I BENCH MARK SCALE A/kA 34 0'M DESCRIPTION:XXXXXXXX XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX XXX VERTICAL: AS SHOWN ELEVATION: ELEV. XXX DATUM: M.S.L. CONTROLLER RAIN SENSOR INSIDE A VANDAL STAINLESS STEEL - RE515TANT ENCL05URE FRONT ENTRY NEMA 3R ENCLOSURE TERMINAL STRIP FOR POWER SWITCH AND a ® I II O CONTROL WIRES GFI RECEPTACLE FINISH ........... A B G 1/2" TO 2 -1/2" IN SIZE 18" PREFORMED ALUMINUM PAD GRADE —_ 24" 6" 4" AND LARGER 30" APPROVED Y.I.T. STRONGBOX QUICKPAD FILL BASE OF — — JOB NO. 06 -114 �y�p 05- 10 -0-T SCALE AS SHOWN _ �- ENCLOSURE MOUNTING PAD QUIGKPAD WITH 3/4" ROCK TO TOP OF BASE UNIr� COMPACTED —LV4" COMMUNICATION GABLE PVC, SITE 501L CONDUIT (IF REG) PVC CONDUIT FOR 3" CONTROL WIRE PVC, CONDUIT ELECTRIC SERVICE PER NEC CODE %Wx & COPPER GROUND ROD WITH #6 BARE GROUND WIRE Vw PVC, CONDUIT FOR AND CLAMP FLOW SENSOR/MV WIRES NOTE: PROVIDE RECTANGULAR PULL BOX FOR LOW VOLTAGE CONTROL WIRE SPLICES AT BASE OF CONTROLLER. PEDESTAL CONTROLLER -FRONT ENTRY V SCALE: M.T.S. VOLTAGE WIRES, 3 MAXIMUM R CASE OF CONNECTOR STRIP AND TWIST WIRES FOR PROPER CONNECTION WIRE NUT NOTE: INSPECT, TEST, AND VERIFY PROPER SYSTEM CONNECTION BEFORE INSERTION INTO SEALANT CARTRIDGE. DO NOT RESUSE SEALANT CARTRIDGES. WIRE CONNECTIONS 50ALE: N.T.S. MOUNT ENCLOSURE AS PER MANUFACTURER'S RECOMMENDATION CONTROLLER, SEE LEGEND FOR SPECIFICATION. 120 VOLT POWER SUPPLY IN J -BOX, BY OTHERS RIGID ELECTRICAL CONDUIT TO RAIN 5EN50R (IF SPECIFIED) W. IN RIGID CONDUIT LOW VOLTAGE WIRE IN RIGID PVC CONDUIT PVC, ELECTRICAL SWEEP TO EXTERIOR BUILDING WALL THROUGH J -BOX _ • .� BUILDING FLOOR BY OTHERS NOTE: INSTALL ENCLOSURE AS INDICATED PER PLAN 4 MANUFACTURER'S RECOMMENDATION. ROUTE WIRF-5 AND SLEEVE THROUGH WALL TO RECTANGULAR PULL BOX AND TRANSITION TO DIRECT BURY WIRE. � WALL MOUNT CONTROLLER SGALE: N.T.S. DIMENSION A B G 1/2" TO 2 -1/2" IN SIZE 18" 12" 6" 3" IN SIZE 24" 6" 4" AND LARGER 30" APPROVED 6" - - • -• 50ALE: N.T.5. FINISH GRADE GLEAN COMPACTED BAGKFILL LATERAL LINES, SEE SPECS. UNDISTURBED SOIL CONTROL WIRES, SEE SPECS. PRESSURE MAINLINE, BEE SPECIFICATIONS BAGKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 29 -55.1 FOR IRRIGATION PLAN- SEE SHEETS 56-51 FOR IRRIGATION LEGEND -SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER SEE SHEETS 48 -51 FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 -55 APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : +.� A7 1iL0 I, 9404 GENESEE AVENUE, SUITE 140 APPROVED BY: / I L& JOLLA, CALIFORNIA 92037 -1339 858. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: FAX Big .556.9188 T_ DATE .... DATE: CORAL COVE REVISIONS IST CITY Sue. 01- 2C, -017 3R57 CITY Sue. 05- I0-0'7 3RD CITY Sue. 0-I- 12 -C77 MYLARS 0­7- 20 -0-7 DRAWN PM,MC APPROVED PM JOB NO. 06 -114 DATE 05- 10 -0-T SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, GALL DIG ALERT @: 1 -&00- 22'7 -2600 ENGINEERING DEPARTMENT IGATION DETAILSI L1 -9 DRAWING NO. TV 03 -o40 3'12 -G (03- 0901Ati OR CDP, GA) SHEET 44 OF W IRRIGATION 5PEGIFIGATION5 . T i a PART I - GENERAL 1.01 SUMMARY A. IT 15 THE INTENT OF THE SPECIFICATIONS AND PRAHINC75 THAT THE FINISHED SYSTEM 15 COMPLETE IN EVERY RESPECT AND SHALL BE READY FOR OPERATION SATISFACTORY TO THE OWNER. B. THE WORK SHALL INCLUDE ALL MATERIALS, LABOR, SERVICES, TRANSPORTATION, AND EQUIPMENT NECESSARY TO PERFORM THE WORK AS INDICATED ON THE DRAWINGS, IN THESE SPECIFICATION, AND AS NECESSARY TO COMPLETE THE CONTRACT. 1.02 CONSTRUCTION DRAWIN65 A. DUE TO THE SCALE OF THE DRAWINGS, IT 15 NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN H15 WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. B. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. WHEN AN ITEM 15 SHOWN ON THE PLAN5 BUT NOT SHOWN ON THE SPECIFICATIONS OR VICE VERSA, IT SHALL BE DEEMED TO BE AS SHOWN ON BOTH. THE LANDSCAPE ARCHITECT SHALL HAVE FINAL AUTHORITY FOR CLARIFICATION. 0. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRR16ATION SYSTEM AS SHOWN ON THE ORAW065 WHEN IT 15 OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMEN51ON5 EXIST THAT MIGHT NOT HAVE BEEN WN5IDEREO IN ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AS SOON AS DETECTED. IN THE EVENT THI5 NOTIFICATION 15 NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. 1.03 QUALITY ASSURANCE A. PROVIDE AT LEAST ONE ENGLISH SPEAKING PERSON WHO SHALL BE FREQENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED AND THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THI5 SECTION. B. MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. C. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATION5, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES AND REGULATIONS OF THE SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND DRANIN66 GALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER 51ZE THAN 15 REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. D. ALL MATERIALS SUPPLIED FOR THIS PROJECT SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL DEFECTIVE MATERIALS SHALL BE REPLACED IMMEDIATELY AT NO ADDITIONAL CAST TO OWNER. E. THE CONTRACTOR SHALL SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THI5 SECTION. 1.04 SUBMITTALS A. MATERIALS LIST: I. AFTER AWARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM MATERIALS ARE DELIVERED TO THE JOB SITE, SUBMIT TO THE OWNER A COMPLETE LI5T OF ALL IRRIGATION SYSTEMS, MATERIALS, OR PROCESSES PROPOSED TO BE FURNISHED AND INSTALLED AS PART OF THI5 CONTRACT. 2. SHOW MANUFACTURERS NAME AND CATALOG NUMBER FOR EACH ITEM, FURNISH COMPLETE CATALOG CUT5 AND TECHNICAL DATA, FURNISH THE MANUFACTURER'S RECOMMENDATIONS AS TO THE METHOD OF INSTALLATION. 3. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 4. MANUFACTURER'S WARRANTIE5 SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. B. SUBSTITUTIONS: IF THE IRRIGATION CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE EQUIPMENT OR MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS HE MAY DO 50 BY PROVIDING THE FOLLOWING INFORMATION TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR FOR APPROVAL. I. PROVIDE A WRITTEN STATEMENT INDICATING THE REASON FOR MAKING THE SUBSTITUTION. 2. PROVIDE CATALOG CUT SHEETS, TECHNICAL DATA, AND PERFORMANCE INFORMATION FOR EACH SUBSTITUTE ITEM. 3. PROVIDE IN WRITING THE DIFFERENCE IN INSTALLED PRICE IF THE ITEM 15 ACCEPTED. 1.05 EXISTING CONDITIONS A. THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATIONS, SIZE AND DETAIL OF POINTS OF CONNECTION PROVIDED AS THE SOURCE OF WATER, ELECTRICAL SUPPLY, AND ANY TELEPHONE LINE CONNECTION TO THE IRRIGATION SYSTEM. B. IRRIGATION DESIGN 15 BASED ON THE AVAILABLE STATIC WATER PRESSURE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY STATIC WATER ON THE PROJECT PRIOR TO THE START OF CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION. C. PRIOR TO CUTTING INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWER SEPTIC TANK5, AND OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETYsEEN THE SUCH OBSTACLES AND THE FROP05M WORK, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT AND OWNER WHO WILL ARRANGE FOR RELOCATIONS. THE CONTRACTOR WILL PROCEED IN THE SAME MANNER IF A ROCK LAYER OR ANY OTHER SUCH CONDITIONS ARE ENCOUNTERED. REVISIONS APPROVED DATE REFERENCES DATE BENCH ' MARK SCALE - DESCRIPTION:XXXXXXXX XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX XXX VERTICAL: AS SHOWN ELEVATION: ELEV. XXX DATUM: M.S.L. D. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN COST, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. E. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR INSTALLATION OF REQUIRED 5LEEVING AS SHOWN ON THE PLANS. 1.06 INSPECTIONS A. THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE WORK AND SHALL PROVIDE SAFE ACCESS FOR SUCH VISITS. B. WHERE THE SPECIFICATIONS REQUIRE WORK TO BE TESTED BY THE CONTRACTOR, IT SHALL NOT BE COVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND /OR GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 46 HOURS IN ADVANCE, WHERE AND WHEN THE WORK 15 READY FOR TESTING. SHOULD ANY WORK BE COVERED WITHOUT TESTING OR ACCEPTANCE, IT SHALL BE, IF 50 ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS WILL BE REQUIRED FOR THE FOLLOWING AT A MINIMUM: 1. SYSTEM LAYOUT 2. PRESSURE TEST OF IRRIGATION MAIN LINE (FOUR HOURS AT 125 P51 OR 120% OF STATIC WATER PRESSURE, WHICH EVER 15 GREATER) APPROVAL REQUIRED BY CITY INSPECTOR. 3. COVERAGE TEST OF IRRIGATION SYSTEM (APPROVAL REQUIRED BY CITY IN5PEGTCW. 4. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD 5. FINAL ACCEPTANCE D. SITE OBSERVATIONS AND TESTING WILL NOT COMMENCE WITHOUT THE RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. RECORD DRAWINGS MUST COMPLETE AND UP TO DATE FOR EACH SITE VISIT. E. WORK WHICH FAILS TESTING AND 15 NOT ACCEPTED WILL BE RETESTED. HOURLY RATES AND EXPENSES OF THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES FOR REINSPECTION OR RETESTING WILL BE PAID BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER. I.Oi STORAGE AND HANDLING A. USE ALL MEANS NECESSARY TO PROTECT IRRIGATION SYSTEM MATERIALS BEFORE, DURING, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLATION WORK AND MATERIALS OF ALL OTHER TRADES. IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE ACCEPTANCE OF THE LANDSCAPE ARCHITECT AND OWNER AND AT NO ADDITIONAL COST TO THE OWNER. B. EXERCISE CARE IN HANDLING, LOADING, UNLOADING, AND STORING PLASTIC PIPE AND FITTINGS UNDER COVER UNTIL READY TO INSTALL. TRANSPORT PLASTIC PIPE ONLY ON A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE PIPE TO LAY FLAT TO AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOAD. 1.06 CLEANUP AND 015POSAL A. DISPOSE OF WASTE, TRASH, AND DEBRIS IN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES AND AS PRESCRIBED BY AUTHORITIES HAVING JURISDICTION. BURY NO SUCH WASTE MATERIAL AND DEBRIS ON THE SITE. BURNING OF TRASH AND DEBRIS WILL NOT BE PERMITTED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF RUBBISH AND DEBRIS GENERATED BY H15 WORK AND WORKMEN AT FREQUENT INTERVALS OR WHEN ORDERED TO DO 50 BY THE OWNERS AUTHORIZED REPRESENTATIVE. B. AT THE TIME OF COMPLETION THE ENTIRE SITE WILL BE CLEARED OF TOOLS, EQUIPMENT, RUBBISH AND DEBRIS WHICH SHALL BE DISP05EP OF OFF -SITE IN A LEGAL DISPOSAL AREA. I.Oq TURNOVER ITEMS A. RECORD DRAWINGS: 1. RECORD ACCURATELY ON ONE SET OF CONTRACT DRAWINGS ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. 2. THE CHANGES AND DIMEN5IONS SHALL BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. PRIOR TO FINAL INSPECTION OF WORK, SUBMIT RECORD DRAWINGS TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 3. DIMENSIONS FROM/TO PERMANENT POINTS OF REFERENCE SUCH AS BUILDINGS, SIDEWALKS, CURBS, ETC. SHALL BE SHOWN. DATA ON RECORD DRAWINGS SHALL BE RECORDED ON A DAY TO DAY BA515 AS THE PROJECT 15 BEING INSTALLED. ALL LETTERING ON DRAWINGS SHALL BE MINIMUM 1/6 INCH IN SIZE. 4. SHOW LOCATIONS AND DEPTHS OF THE FOLLOWING ITEMS: A. POINT OF CONNECTION (INCLUDING WATER METERS, BACKFLOW PREVENTERS, MASTER CONTROL VALVES, ETC) B. ROUTING OF SPRINKLER PRE59AE LINES (DIMENSIONS SHOWN AT A MAXIMUM OF 100 FEET ALONG ROUTING) C. GATE VALVES D. AUTOMATIC REMOTE CONTROL VALVES AND ISOLATION BALL VALVES E. QUICK COUPLING VALVES AND ISOLATION BALL VALVES F. ROUTING OF CONTROL WIRES 6. IRRIGATION CONTROLLERS H. RELATED EQUIPMENT (A5 MAY BE DIRECTED) S. MAINTAIN RECORD DRAWINGS ON SITE AT ALL TIMES. UPON COMPLETION OF WORK, TRANSFER ALL A5 -13UILT INFORMATION AND DIMENSIONS TO REPRODUCIBLE SEPIA PRINTS. B. CONTROLLER CHARTS: 1. RECORD DRAWINGS MUST BE APPROVED BY LANDSCAPE ARCHITECT AND /OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE CHARTS ARE PREPARED. 2. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER. CHART SHALL SHOW THE AREA COVERED BY THE PARTICULAR CONTROLLER. 3. THE CHART 15 TO BE A REDUCED COPY OF THE ACTUAL "RECORD" DRAWING. IN THE EVENT THE CONTROLLER SEQUENCE 15 NOT LEGIBLE WHEN THE DRAWING 15 REDUCED, IT SHALL BE ENLARGED TO A READABLE SIZE. 4. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS IN THICKNESS. C. OPERATION AND MAINTENANCE MANUALS: I. TWO INDIVIDUALLY BOUND COPIES OF OPERATION AND MAINTENANCE MANUALS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE AT LEAST 10 CALENDAR DAYS PRIOR TO FINAL INSPECTION. THE MANUALS SHALL DESCRIBE THE MATERIAL INSTALLED AND THE PROPER OPERATION OF THE SYSTEM. 2. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING INFORMATION: A. INDEX SHEET STATING CONTRACTOR'S ADDRE55 AND TELEPHONE NUMBER, DURATION OF GUARANTEE PERIOD, LIST OF EQUIPMENT INCLUDING NAMES AND ADDRESSES OF LOCAL MANUFACTURER REPRESENTATIVES. B. OPERATING AND MAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT. 0. SPARE PARTS LISTS AND RELATED MANUFACTURER INFORMATION FOR ALL EQUIPMENT. D. EQUIPMENT: I. SUPPLY AS A PART OF THIS CONTRACT THE FOLLOWING ITEMS: A. TWO (2) WRENCHES FOR DISA55EM13LY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD USED IN THE IRRIGATION SYSTEM. B. THREE 30 -INCH SPRINKLER KEYS FOR MANUAL OPERATION OF CONTROL VALVES. C. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. D. FIVE QUICK COUPLER KEYS WITH A BRONZE H05E THREAD qO DEGREE SWIVEL ATTACHMENT AND FIVE COUPLER LID KEYS. E. FIVE VALVE BOX COVER KEY OR WRENCH. F. ONE 5 -FOOT TEE WRENCH FOR OPERATING GATE VALVES 3 INCHES OR LARGER (IF USED). G. SIX EXTRA SPRINKLER HEADS OF EACH 51ZE AND TYPE PER IRRIGATION P.O.G. 2. THE ABOVE EQUIPMENT SHALL BE TURNED OVER TO OWNER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. 1.10 COMPLETION A. AT THE TIME OF THE PRE - MAINTENANCE PERIOD INSPECTION, THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES WILL INSPECT THE WORK, AND IF NOT ACCEPTED, WILL PREPARE A LIST OF ITEMS TO BE COMPLETED BY THE CONTRACTOR. AT THE TIME OF THE POST- MAINTENANCE PERIOD OR FINAL INSPECTION THE WORK WILL BE REINSPECTED AND FINAL ACCEPTANCE WILL BE IN WRITING BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES. B. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL HAVE FINAL AUTHORITY ON ALL PORTIONS OF THE WORK. C. AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATING AND MAINTENANCE INSTRUCTIONS. D. ANY SETTLING OF TRENCHES WHICH MAY OCCUR DURING THE ONE -YEAR PERIOD FOLLOWING ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. REPAIRS SHALL INCLUDE THE COMPLETE RESTORATION OF ALL DAMAGE TO PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND AS A RESULT OF THE WORK. 1.11 GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM, INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE UNCONDITIONALLY GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACK FIELD AREAS BELOW GRADE, FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE FILING OF THE NOTICE OF COMPLETION. SHOULD ANY PROBLEM WITH THE IRRIGATION SYSTEM BE DISCOVERED WITHIN THE GUARANTEE PERIOD, IT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER WITHIN TEN (10) CALENDAR DAYS OF RECEIPT OF WRITTEN NOTICE FROM OWNER. WHEN THE NATURE OF THE REPAIRS AS DETERMINED BY THE OWNER CONSTITUTE AN EMERGENCY (I.E. BROKEN PRE59JRE LINE) THE OWNER MAY PROCEED TO MAKE REPAIRS AT THE CONTRACTOR'S EXPENSE. ANY AND ALL DAMAGES TO EXISTING IMPROVEMENT RESULTING EITHER FROM FAULTY MATERIALS OR WORKMANSHIP, OR FROM THE NECESSARY REPAIRS TO CORRECT SAME, SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR, ALL AT NO ADDITIONAL COST TO THE OWNER. B. GUARANTEE SHALL BE SUBMITTED ON CONTRACTORS OWN LETTERHEAD AS FOLLOWS: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE SPRINKLER IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED 15 FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWIN65 AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTIVE MATERIAL DURING THE PERIOD OF ONE YEAR FROM DATE OF FILING OF THE NOTICE OF COMPLETION AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN 10 CALENDAR DAYS FOLLOWING WRITTEN NOTIFICATION BY THE OWNER. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN THE TIME SPECIFIED AFTER RECEIPT OF WRITTEN NOTICE FROM OWNER, WE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE C-05T5 AND CHARGES THEREFORE UPON DEMAND. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: PART 11 - MATERIAL5 2.01 SUMMARY USE ONLY NEW MATERIALS OF THE MANUFACTURER, SIZE AND TYPE SHOWN ON THE DRAWINGS AND SPECIFICATIONS. MATERIALS OR EQUIPMENT INSTALLED OR FURNISHED THAT DO NOT MEET LANDSCAPE ARCHITECT'S, OWNER'S, OR GOVERNING AGENCIES STANDARDS WILL BE REJECTED AND SHALL BE REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER. 2.02 PIPE A. PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT SHALL BE TYPE K "HARD" COPPER PIPE OR BRASS NIPPLES (LENGTH AS REQUIRED). ,APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT 0 4PPROVED " 9404 GENESEE AVENUE, SUITE 140 APPROVED BY: LA JOLLA, CALIFORNIA 92037 -1339 ° 858. 558. 8977 _ FAX 819. 658.9188 DATE: 0 7 FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 2Q -35.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -3a FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION 5PE05, NOTES AND DETAILS - SEE SHEETS 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE SHEETS 45 -51 FOR PLANTING DETAILS 4 NOTES - 5EE SHEETS 52 -55 CITY OF ENCINITAS: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CORAL COVE REVISIONS IST CITY SUB. 0I -2q -0, 5RD CITY Sue. 05 -10 -0? 5RD CITY Sue. 0- /- 12 -01T MYLARS Oi- 20 -O"1 DRAWN PM,MG APPROVED PM JOB NO. 06 -114 DATE 05- 10 -017 SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEGINS, CALL DIG ALERT @: 1-500-22-7-2600 ENGINEERING DEPARTMENT TION SPECS: Ll -10 DRAWING NO. T11 03 --410 m -G (o3 -oqo TU, DR COP. OA) SHEET 45 OF M v REVISIONS IRRIGATION 5PEGIFIGATIONS (GONTD) PART II - MATERIAL5 B. PRESSURE SUPPLY LINES 2 INCHES IN DIAMETER AND UP TO 2.5 INCHES IN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE CLA55 315 SOLVENT WELD PVC. PIPING SHALL CONFORM TO ASTM 122241. C. PRESSURE SUPPLY LINES 3 INCHES IN DIAMETER AND UP TO 9, INCHES IN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE CLASS 200 GASKET JOINT PVC. PIPING SHALL CONFORM TO ASTM 122241. D. PRESSURE SUPPLY LINES IS INCHES IN DIAMETER AND SMALLER OF THE BACKFLOW PREVENTION UNIT SHALL BE SCHEDULE 40 SOLVENT WELD PVC CONFORMING TO ASTM DI185. E. NON - PRESSURE LINES .15 INCHES IN DIAMETER AND LARGER DOWNSTREAM OF THE REMOTE CONTROL VALVE SHALL BE SCH. 40 PVC. F. RECYCLED (RECLAIMED) WATER PVC PIPE TO BE COLOR -CODED PURPLE IN COLOR MARKED ON TWO SIDES WITH RECLAIMED WATER WARNING STATEMENTS "CAUTION- RECYCLED ( RECLAIMED) WATER ". RECLAIMED WATER PIPING MUST BE ACCEPTED BY LOCAL RECLAIMED WATER GOVERNING AGENCIES. RECYCLED WATER PIPE SHALL BE USED ONLY ON RECYCLED SYSTEM. NON- PRE55URE PIPING SHALL CONFORM TO ASTM 01185. G. ALL SPECIALIZED PIPING SHALL BE AS INDICATED ON THE DRAWING LEGEND OR DETAILS. 2.03 METAL PIPE AND FITTINGS A. BRASS PIPE SHALL BE 26 PERCENT RED BRASS, ANSI, IPS STANDARD 125 POUNDS, SCHEDULE 40 SCREWED PIPE. B. BRASS FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 -POUND CLASS. C. COPPER PIPE SHALL BE "HARD" TYPE K OR AS NOTED ON THE DRAWING LEGEND OR DETAILS. D. COPPER FITTIN66 SHALL BE SOLDERED TYPE. 2.04 PLASTIC PIPE AND FITTINGS A. PIPE SHALL BE MARKED CONTINUOUSLY WITH MANUFACTURERS NAME, NOMINAL PIPE SIZE, 50HEOULE OR CLASS, PVC TYPE AND GRADE, NATIONAL SANITATION FOUNDATION APPROVAL, COMMERCIAL STANDARDS DESIGNATION, AND DATE OF EXTRUSION. B. ALL PLASTIC PIPE SHALL BE EXTRUDED OF AN IMPROVED PVC VIRGIN PIPE COMPOUND IN ACCORDANCE WITH ASTM 122241 OR ASTM 01784. O. ALL PVC FITTINGS SHALL BE STANDARD WEIGHT SCHEDULE 40 AND SHALL BE INJECTION MOLDED OF AN IMPROVED VIRGIN PVC FITTING COMPOUND. SLIP PVC FITTINGS SHALL BE THE "DEEP SOCKET" BRACKETED TYPE. THREADED PLASTIC FITTINGS SHALL BE INJECTION MOLDED. ALL TEES AND ELLS SHALL BE SIDE GATED. ALL FITTINGS SHALL CONFORM TO A5TM 122466. D. ALL THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE &0 WITH MOLDED THREADS AND SHALL CONFORM TO ASTM DIi85. E. ALL SOLVENT CEMENTING OF PLASTIC PIPE AND FITTIN65 SHALL BE A TWO -STEP PROCESS, USING PRIMER AND SOLVENT CEMENT APPLIED PER THE MANUFACTURERS RECOMMENDATIONS. CEMENT SHALL BE OF A FLUID CONSISTENCY, NOT GEL -LIKE OR ROPY. SOLVENT CEMENTING SHALL BE IN CONFORMANCE WITH ASTM 122564 AND ASTM D2&55. F. WHEN CONNECTION IS PLASTIC TO METAL, FEMALE ADAPTERS SHALL BE HAND TIGHTENED,.PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE NON -LEAD BASE TEFLON PASTE, TAPE, OR EQUAL. 2.05 BACKFLOW PREVENTION UNITS A. THE BACKFLOW PREVENTION UNIT SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. B. THE SACKFLOW PREVENTION UNIT SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY LOCAL CODES. C. THE BACKFLOW PREVENTION ASSEMBLY SHALL CONSIST OF BRASS PIPING, UNIONS AND FITTINGS. 2.06 VALVES A. GATE VALVES: I. GATE VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWING5. 2. GATE VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, BONNET AND 0150, AND A MALLEABLE IRON HANDWHEEL. GATE VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL GATE VALVES SHALL HAVE A MINIMUM WORKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AWWA STANDARDS. B. BALL VALVES: I. BALL VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. BALL VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, STAINLESS STEEL BALL AND STEM, MALLEABLE IRON HANDLE. BALL VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL BALL VALVES SHALL HAVE A MINIMUM WORKING PRESSURE OF NOT LE55 THAN 150 P51 AND SHALL CONFORM TO AWWA STANDARDS. O. QUICK COUPLER VALVES: I. QUICK COUPLER VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. QUICK COUPLER VALVES SHALL BE BRASS WITH A WALL THICKNE55 GUARANTEED TO WITHSTAND NORMAL WORKING PRESSURE OF 150 PSI WITHOUT LEAKAGE. VALVES SHALL HAVE FEMALE THREADS OPENING AT BASE, WITH TWO -PIECE BODY. VALVES TO BE OPERATED ONLY WITH A COUPLER KEY, DESIGNED FOR THAT PURPOSE. COUPLER KEY IS INSERTED INTO VALVE AND A POSITIVE, WATERTIGHT CONNECTION SHALL BE MADE BETWEEN THE COUPLER KEY AND VALVE. HINGE COVER SHALL BE THE LOOKING TYPE CONSTRUCTED OF BRA55 WITH A RUBBER -LIKE VINYL COVER. 3. VINYL QUICK COUPLER COVER FOR RECLAIMED WATER QUICK COUPLER VALVES TO BE PURPLE IN COLOR WITH THE WORDS "WARNING- RECYCLED (RECLAIMED) WATER -00 NOT DRINK PERMANENTLY MARKED ON LID FOR RECYCLED SYSTEM. D. AUTOMATIC CONTROL VALVES: I. AUTOMATIC CONTROL VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. AUTOMATIC CONTROL VALVES SHALL BE ELECTRICALLY OPERATED. E. ANTI -DRAIN VALVES: I. ANTI -DRAIN VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. ANTI -DRAIN VALVES SHALL HAVE I6-6 STAINLE59 STEEL SPRINGS AND VALVE STEMS WITH BUNA -N SEALS. 3. ANTI -DRAIN VALVES WILL HAVE THREADED CONNECTIONS THE SIZE OF THE RISER OR PIPE THEY ARE TO BE INSTALLED ONTO, OR THE NEXT AVAILABLE SIZE. NO SLIP CONNECTION ANTI -DRAIN VALVES ARE ALLOWED. 2.01 VALVE BOXES A. VALVE BOXE5 SHALL BE FABRICATED FROM A DURABLE, WEATHER - RESISTANT PLASTIC MATERIAL RESISTANT TO SUNLIGHT AND CHEMICAL ACTION OF SOILS. B. THE VALVE BOX COVER SHALL BE GREEN IN COLOR AND SECURED WITH BOLTS. C. THE COVER AND BOX SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1,500 POUNDS. D. VALVE BOX EXTEN51ON5 SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. E. AUTOMATIC CONTROL AND MASTER VALVE BOXES SHALL BE I6 "XII"XI2" RECTANGULAR SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" HIGH LETTERS WITH EITHER "ROV" WITH THE VALVE IDENTIFICATION NUMBERS OR "MOV ". F. SPECIALITY '.JUMBO' BOXES MAY BE INDICATED ON DRAWINGS AND SHALL BE 25 "XI5 "XI2" RECTANGULAR SIZE. G. BALL VALVE, GATE VALVE, AND QUICK COUPLER VALVE BOXES SHALL BE CIRCULAR 10" SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" HIGH LETTERS WITt+ EITHER "BV" "6V ", OR "QGV ". H. VALVE BOX COVER FOR RECLAIMED SYSTEMS SHALL BE PURPLE IN COLOR AND PERMANENTLY MARKED WITH THE WORDS "WARNING,- RECYCLED (RECLAIMED) WATER - DO NOT DRINK" FOR RECYCLED IRRIGATION SYSTEM. 2.08 IRRIGATION CONTROLLER A. CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAWINGS. B. THE CONTROLLER ENCLOSURE SHALL BE OF THE MANUFACTURER, 51ZE AND TYPE INDICATED ON THE DRAWINGS. THE ENCLOSURE SHALL ALSO ENCLOSE THE CONTROLLER ELECTRICAL METER. O. THE CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE REQUIRED BY SM 12IMM2 WATEit 2.09 ELECTRICAL A. ALL ELECTRICAL EQUIPMENT SHALL BE NEMA TYPE 3, WATERPROOFED FOR EXTERIOR INSTALLATIONS. B. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 2.10 LOW VOLTAGE CONTROL WIRING A. REMOTE CONTROL WIRE SHALL BE DIRECT - BURIAL AWG-UF TYPE, 51ZE AS INDICATED ON THE DRAWINGS, AND IN NO CASE SMALLER THAN 14 GAUGE. B. CONNECTIONS SHALL BE EITHER EPDXY- SEALED PACKET TYPE OR PENN -TITE CONNECTORS. C. COMMON WIRES SHALL BE WHITE IN COLOR, AND IN NO CASE SMALLER THAN 12 GAUGE. CONTROL WIRES SHALL BE RED (WHERE TWO OR MORE CONTROLLERS ARE USED, THE CONTROL WIRES SHALL BE A DIFFERENT COLOR FOR EACH CONTROLLER. THESE COLORS SHALL BE NOTED ON THE "RECORD DRAWINGS" PLANS LOCATED ON CONTROLLER DOOR). D. GROUND WIRES SHALL BE GREEN IN COLOR, AND IN NO CASE SMALLER THAN 6 GAUGE. E. PROVIDE A 24: LONG EXPANSION LOOP FOR ALL DIRECTIONAL CHANGES IN CONTROL WIRE ROUTING. 2.11 IRRIGATION HEADS A. SPRINKLER HEADS SHALL BE OF THE MANUFACTURER SIZE, TYPE, WITH RADIUS OF THROW, OPERATING PRESSURE, AND DISCHARGE RATE INDICATED ON THE DRAWINGS. B. POP -UP HEADS AND RISER HEADS SHALL BE USED AS INDICATED ON THE DRAWINGS. C. IRRIGATION HEADS FOR RECYCLED SYSTEM SHALL HAVE PURPLE RECYCLED (RECLAIMED) WATER WARNING COVER. DATE REFERENCES DATE BENCH MARK SCALE DESCRIPTION:XXXXXXXX XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX XXX VERTICAL: AS SHOWN ELEVATION: ELEV: XXX DATUM: M.S.L. APPROVALS PART III - EXEGUTION 3.01 SITE CONDITIONS A. INSPECTIONS: 1. PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK 15 COMPLETE TO THE POINT WHERE THI5 INSTALLATION MAY PROPERLY COMMENCE. 2. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. B. DISCREPANCIES: I. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 2. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN RESOLVED. C. GRADES: I. BEFORE STARTING WORK, CAREFULLY CHECK ALL 6RADE5 TO DETERMINE THAT WORK MAY SAFELY PROCEED, KEEPING WITHIN THE SPECIFIED MATERIAL DEPTHS WITH RESPECT TO FINISH GRADE. 2. FINAL GRADES SHALL BE ACCEPTED BY THE ENGINEER BEFORE WORK ON TH15 SECTION WILL BE ALLOWED TO BEGIN. D. FIELD MEASUREMENTS: I. MAKE ALL NECE-55ARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE WITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH ALL OTHER WORK. 2. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING WITH WORK UNDER THI5 SECTION. 3. EXERC15E EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY H15 OPERATIONS NEGLECT. E. DIAGRAMMATIC INTENT: THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT AND FIXTURES ARE DRAWN TO SCALE WHERE POSSIBLE. PROVIDE OFFSETS IN PIPING CHANGES IN EQUIPMENT LOCATIONS AS NECE55ARY TO CONFORM WITH STRUCTURES AND TO AVOID OBSTRUCTIONS OR CONFLICTS WITH OTHER WORK AT NO ADDITIONAL EXPENSE TO OWNER. F. LAYOUT: I. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRE55URE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS, VALVES, BACKFLOW PRI=- VENTER, AND AUTOMATIC CONTROLLER. 2. LAYOUT IRRIGATION SYSTEM AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN 51TE AND DRAWIN65. WHERE PIPING 15 SHOWN ON DRAWINGS UNDER PAVED AREAS, BUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALL THE PIPING IN THE PLANTED AREAS. 6. WATER SUPPLY CONNECTIONS TO, OR THE INSTALLATION OF, THE WATER SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. H. ELECTRICAL SERVICE: I. CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. 2. CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE IRR16ATION CONTROLLERS. ELECTRICAL POWER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 3.02 TRENCHING A. EXCAVATIONS SHALL BE 5TRAIGHT WITH VERTICAL SIDES, EVEN GRADE, AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS TO THE DEPTHS BELOW FINISHED GRADE AND AS NOTED. WHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOW SUBGRADE. B. PROVIDE MINIMUM COVER OF 18 INC IE5 ON PRESSURE SUPPLY LINES 2 1/2 INCHES AND SMALLER. PROVIDE MINIMUM COVER OF 24 INCHES ON PRE59LRE SUPPLY LINES 3 INCHES, AND 36 INCHES OF COVER ON PRE55URE SUPPLY LINES 4 INCH AND LARGER. C. PROVIDE MINIMUM COVER OF IS INCHES FOR CONTROL WIRES. D. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON - PRESSURE LINES. E. PIPES INSTALLED IN A COMMON TRENCH SHALL HAVE A 4 INCH MINIMUM SPACE BETWEEN PIPES. F. PROVIDE SAND BACKFILL A MINIMUM OF 4 INCHES OVER AND UNDER ALL MAINLINE PIPING. 3.03 BACKFILLIN6 A. BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT 501L FREE OF DEBRIS, LITTER, AND ROCKS OVER 1/2 INCH IN DIAMETER. B. BACKFILL SHALL BE TAMPED IN 4 -INCH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THE FULL WIDTH OF THE TRENCH AND THE FULL LEN6TH OF THE PIPE. BACKFILL MATERIALS SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION, FREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES. C. FLOODING IN LIEU OF TAMPING 15 NOT ALLOWED. D. UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS BE USED TO COMPACT BACKFILL. E. PROVIDE SAND BACKFILL A MINIMUM OF 6 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. CITY OF ENCINITAS PLANNING DEPARTMENT I / 9404 GENESEE AVENUE, SUITE 140 APPROVED BY: LA JOLLA, CALIFORNIA 92037 -1339 Gill 858. 558. 8977 FAX 819. 558. 9188 DATE: 6927 FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMEN51ON PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 6 NOTES - SEE SHEETS 29 -35.1 FOR IRRIGATION PLAN- SEE SHEETS 36 -3q FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE 5HEET5 41 -47 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - SEE 5HEET5 448 -51 FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 -55 CITY OF ENCINITAS: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CORAL COVE REVISIONS IST CITY SUB. OI -2Q -O? 3RD CITY SUB. 05- 10 -0-I 3RD CITY SUB. 07 -12 -01 MYLARS 0"7- 20 -0-7 DRAWN PM,MG APPROVED PM JOB NO. 06 -114 DATE 05 -10 -0R SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION 5EOIN5, CALL DIG ALERT @: I -800- 227 -2600 ENGINEERING DEPARTMENT TION SPECSI LI -11 DRAWING NO. TV, , 03- X390 3X -G (03-"o my DR, CDP. SA) SHEET 46 OF W r IRRIGATION 5PEGIFICATION5 (GONVO) 3.04 PIPING A. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. NO HYDRAULIC DRIVING 15 PERMITTED UNDER ASPHALT PAVEMENT. B. CUTTING OR BREAKING OF EXISTING PAVEMENT 15 NOT PERMITTED. C. CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING DIRT, SCALE, BURRS REAMING. INSTALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. D. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. E. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. F. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTHER. 6. IN SOLVENT WELDING, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS INCLUDING WIPING ALL EXCESS SOLVENT FROM EACH WELD. ALLOW SOLVENT WELDS AT LEAST 15 MINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 HOURS CURING TIME BEFORE FILLING. H. PVC PIPE SHALL BE INSTALLED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. 1. CENTERLOAD ALL PLASTIC PIPE PRIOR TO PRE59JRE TESTING. J. ALL THREADED PLASTIC -TO- PLASTIC CONNECTIONS SHALL BE ASSEMBLED USING TEFLON TAPE OR TEFLON PASTE. K. FOR PLASTIC -TO -METAL CONNECTIONS, WORK THE METAL CONNECTIONS FIRST. USE A NON- HARDENING PIPE DOPE AN ALL THREADED PLA516-TO -METAL CONNECTIONS, EXCEPT WHERE NOTED OTHERWISE. ALL PLASTIC -TO -METAL CONNECTIONS SHALL BE MADE WITH PLASTIC FEMALE ADAPTERS. L. ALL CONNECTIONS BETWEEN PVC LATERAL LINES SHALL BE MADE USING SCH. 40 PVC FITTINGS WITH COMPRESSION ADAPTERS. ALL CONNECTIONS BETWEEN DRIPPERLINES TO BE MADE USING COMPRESSION FITTINGS OF MANUFACTURER OF THE DRIPPERLINE. USE NO PIPE DOPE, TEFLON TAPE, PRIMER OR SOLVENT CEMENT ON COMPRESSION FITTINGS. 3.05 CONTROLLER A. THE EXALT LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH TH15 LOCATION. B. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO IRRIGATION CONTROLLER. G. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL USE OF THE DE516N AREA. D. INSTALL CONTROLLER ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. 3.06 CONTROL WIRING A. LOW VOLTAGE CONTROL WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINES WHENEVER POSSIBLE. B. WHERE MORE THAN ONE WIRE 15 PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF 10 FEET. BUNDLE SHALL BE SECURED TO THE MAINLINE WITH TAPE AT INTERVALS OF 20 FEET. G. ALL CONNECTIONS SHALL BE OF AN APPROVED TYPE AND SHALL OCCUR IN A VALVE BOX. PROVIDE AN IS INCH SERVICE LOOP AT EACH CONNECTION. D. AN EXPAN5ION LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND /OR DIRECTIONAL CHANGE, AND ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE CONTROL VALVE. E. A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VALVE. UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL. 3.01 VALVES A. AUTOMATIC CONTROL VALVES, BALL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THE DRAWINGS. B. VALVE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. G. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAWING5. D. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX. E. REMOTE CONTROL VALVES AND OUICK COUPLER VALVES SHALL BE ISOLATED FROM THE MAINLINE BY A BALL VALVE SIZED PER THE LARGEST R.G.V. IN THE MANIFOLD OR 1 1/2 INCH FOR Q.C.V.'S. 3.06 VALVE BOXES A. VALVE BOXES SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. B. EACH VALVE BOX SHALL BE INSTALLED ON A FOUNDATION OF 3/4 INCH GRAVEL BAGKFILL, 2 CUBIC FEET MINIMUM. VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPS 1/2 INCH ABOVE THE SURFACE OF SURROUNDING FINISH GRADE IN LAWN AREAS AND 3 INCHES ABOVE FINISH GRADE IN GROUND LOVER AREAS. 3.09 BACKFLOW PREVENTERS A. INSTALL BACKFLOW PREVENTER UNIT AS INDICATED IN THE DETAIL DRAWINGS. B. INSTALL BALKFLOW ASSEMBLIES AT LOCATIONS APPROVED IN THE FIELD AND AT HEIGHT REQUIRED BY LOCAL CODES. G. INSTALL WYE STRAINERS AND PRE55URE REGULATORS ON THE BAGKFLOW ASSEMBLY. D. IF BACKFLOW PREVENTER 15 INSTALLED ADJACENT TO A BUILDING, WALL, OR OTHER OBSTRUCTION, INSTALL UNIT 50 THAT THE TEST COCKS ARE FACING OUTWARD AWAY FROM THE OBSTRUCTION. E. INSTALL BACKFLOW ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. 3.10 SPRINKLER HEADS A. SPRINKLER HEADS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. B. SPACING OF HEADS SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAWINGS. G. R15ER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. D. POP -UP SPRINKLER HEADS SHALL NOT BE INSTALLED USING SIDE OUTLET OPENINGS. E. RISER NIPPLES ON RECYCLED WATER SYSTEMS SHALL BE IDENTIFIED WITH ADHESIVE VINYL MARKERS BELOW SPRINKLER HEAD AND A MINIMUM OF 10 INCHES ABOVE FINISH GRADE. 3.11 MISCELLANEOUS EQUIPMENT A. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS OR SPECIFICATIONS, U51NG BEST STANDARD PRACTICES. B. QUICK COUPLER VALVES SHALL BE SET APPROXIMATELY 12 INCHES FROM WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS WHERE APPLICABLE. G. UNLESS DE-51ONED AS AN INTEGRAL PART OF THE IRRIGATION HEAD, ANTI -DRAIN VALVES WILL BE INSTALLED UNDER EVERY HEAD. THE ANTI -DRAIN VALVE WILL BE THE SAME DIAMETER AS THE RISER AND BE INTEGRAL TO THE R15ER ASSEMBLY. D. INSTALL RAIN 5EN50R AS INDICATED ON THE DRAWINGS AND AS RECOMMENDED BY THE MANUFACTURER. 3.12 FLUSHING THE SYSTEM A. PRIOR TO INSTALLATION OF SPRINKLER NOZZLES, THE VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE LINES AND RISERS. B. SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPLETED. 3.13 ADJUSTING THE SYSTEM A. CONTRACTOR SHALL ADJU5T VALVES, ALIGN HEADS, AND CHECK COVERAGE OF EACH SYSTEM PRIOR TO COVERAGE TEST. B. IF IT 15 DETERMINED BY THE LANDSCAPE ARCHITECT OR OWNERS AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJU5TMENT5 OR NOZZLE CHANGES WILL BE REGUIRED TO PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING. G. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. D. AUTOMATIC CONTROL VALVES ARE TO BE ADJUSTED 50 THAT THE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTURER. 3.14 TESTING AND OBSERVATION A. DO NOT ALLOW OR CAUSE ANY OF THE WORK OF TH15 SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES. B. THE CONTRACTOR SHALL BE 50LELY RESPON51BLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANGE,'WHERE AND WHEN THE WORK 15 READY FOR TESTING. G. WHEN THE SPRINKLER SYSTEM 15 COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE WATER COVERAGE FOR THE PLANTED AREAS 15 COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. D. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REOUIRED TO CORRECT ANY INADEQUACIE5 OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS, OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT 15 OBVIOUSLY INADEQUATE, WITHOUT BRINGING TH15 TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. TH15 TEST SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT AND ACCOMPLISHED BEFORE STARTING ANY PLANTING. E. FINAL INSPECTION WILL NOT COMMENCE WITHOUT RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. 3.15 MAINTENANCE DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTINGS. 3.16 COMPLETION GLEANING GLEAN -UP SHALL BE MADE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL WALK5 AND PAVING SHALL BE BROOMED, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. END OF 5EGTION v OEIERAL OMF IRRIOATION 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS, DRAWINGS, AND /OR CODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, 5TRUCTURE5 AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NEGE55ARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THE MAINLINE AND SLEEVING 15 DIAGRAMMATIC. ALL PIPING 15 FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 6• IRRIGATION EQUIPMENT A5 SHOWN 15 DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE CONTROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOW SENSORS, BACKFLOWS, AIR/VACUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PLANTING AREAS WHEN FEASIBLE OR A5 APPROVED BY OWNER'S REPRESENTATIVE AND THE LANDSCAPE IRRIGATION DESIGNER. i. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT 15 OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL A55UME ALL RESPON5IBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 5. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENT5 FOR BOTH EQUIPMENT AND INSTALLATION. "I - ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER, RECYCLED CROSS CONNECTION TEST VALVE, PUMP STATION AND THE AUTOMATIC CONTROLLER 15 TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR 15 TO PROVIDE THREE (3) ADDITIONAL PILOT WIRE5 AND ONE (1) COMMON WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. THE ADDITIONAL WIRE SHALL BE EXTENDED 10', MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX 'SW'. II. ALL PIPE UNDER PAVED AREAS, HARDSCAPE, OR AS DIRECTED BY OWNERS REPRESENTATIVE TO BE INSTALLED IN 5LEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. ALL 2" AND 3" 5LEEVING SHALL BE PVC1220 SGH. 40, TYPE 1, GRADE 2 MATERIAL CONFORMING TO A5TM STANDARD D- I165 -4. ALL 4" AND LARGER 5LEEVING SHALL BE PVC1220 CLA55 200 SOR2I, TYPE I, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D -2241. 5LEEVE5 UNDER BROW DITCHES SHALL BE ENCASED IN CONCRETE A MINIMUM OF 6" THICK ON ALL 51DE5 OF PIPE. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF PAVING. 12. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 15" OF HARDSCAPE. 15. ALL HEA125 ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE - PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVER5PRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLE5 WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS PREVENTING PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH 51DE OF THE 055TRUGTION 50 AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE 50 THAT THE SPRINKLER HEAD FARTHEST AND HIGHE5T IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) P51 ABOVE THE GIVEN OPERATING PRE55URE FROM THE SPECIFIED PRESSURE LOCATED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN 15 BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND COSTS ASSOCIATED WITH SAID REVISIONS. I6. SHOULD FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PLANS, THE CONTRACTOR SHALL LIMIT EXCE55 FLOW AND SIZE ALL PIPE NOT TO EXCEED A VELOCITY OF 5 FEET PER SECOND (FPS) IN PVC PIPE AND CAST IRON PIPE. FLOW THROUGH ANCILLARY EQUIPMENT, STEEL AND COPPER PIPE SHALL NOT EXCEED A VELOCITY OF i Y2 FPS. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL 005T TO THE OWNER. 11. ELECTRICAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND /OR BOOSTER PUMP SHALL BE PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND /OR BOOSTER PUMP. FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND -SEE SHEETS 21 -24 FOR GON5TRUCTION DIMEN51ON PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 8 NOTES -SEE SHEETS 29 -35.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -39 FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTE5 AND DETAILS - SEE SHEET5 41 -4i FOR PLANTING PLAN5: TREES, 5HRU55 AND GROUNDGOVER - SEE SHEETS 48 -51 FOR PLANTING DETAILS $ NOTES SEE SHEETS 52 -55 REVISIONS Isr CITY SUB. 01- 29 -0'7 5Rp CITY sue. 05- I0-0'7 5RO C 17Y SUB. 0? -12 -07 MYLARS 0'7-20 -07 DRAWN PM,MG APPROVED PM JOB NO. 06 -114 DATE 05 -10 -OT SCALE AS SHOWN NOTE: BEFORE ANY EXCAVATION BEOIN5, GALL DIG ALERT m: I - 800 -22i -2600 REVISIONS APPROVED DATE k REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. L g' ', DESCRIPTION :XXXXXXXX Rte= 0 DEPARTMENT 9404 GENE3EE AVENUE, SUITE 140 � O'3 -07Q xxxxxxx HORIZONTAL: AS SHOWN - L A JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: s 37z G LOCATION: XXXXXXXXX d2l 858 . 558 . 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: xxx VERTICAL: AS SHOWN IRRIGATION SPECS: oay. FAX 819.558.9188 DATE: CORAL COVE 1�% (03-Oft 7M. ELEVATION: ELEV. XXX DATUM: M.S.L. L! -IL SHEET 47 OF 53 n til T spM rfor4 Inc ■PA MIME 0 I -li, �i ®„,'1 MOZZ Inc �uoswuamaa® ■ PwMwa 16 +00 - - __ .. 77 -7-00 ,_e 78 -7-00 1 +00 ; ___ .......... ASS CTIICY "- ►�'1'l'— �i • -'r v �`-- Ei -. 7 d w O � A � � 43 � w . � j e � D Y m �. k� � � loll O O:O ► r W4. �SM�Sm ®m.0¢¢.��Im.+�} ®���a'�a.. Sri:) m. �t ar. rt F�? i�Li. ��Sr. �S�, g. S" �I�mmi, �¢ ��. ���+: ��, I�Ism�i�ASh9�n. S: ��d�4��9Q +.�Q�ILa�m���tSiQDl�oo Qo1�Q�s3�S�s®� .�`Gi.T9 �' 1.►ri�+iD$ -i � m 0 ■■ rm E■ ■ ire ►� ® t of 00 25+00 27+00 r����ll����� Ill�����������o• I. ��I�_��I��I������� �® � � � big n MEN PAD =73.70 FF=74.53 I A I HL i NE- SEE SHEET LP -3 f i 3 • i ii I i 7 PAD =73.40 f FF=74.2.3 €R A I HL i NE- SEE SHEET LP -3 f i i ii I 3, 7 g + t� � €R P 0 }� fl i .......... r PAD =73.40 t FF =74.23 � E L'4t °O 7 — 4 I I { .v.vyy� I ' 0 n ..... ......... . o E I - 3 It PAD =73.70 FF =74.53 17 - -TI t st LG 1 n/ ?: R I , LG a ; 7h , ® LG v k tar RG PAD =69.40 II: I - FT-=70.2J ' Pao 71 ao LG a , FF =72 03 ....._ _ PAD =67.80 PAD = 68.50 fF= 9 - 1 PAD =70.30 FF 79.13 I ........_ .+ __.:.i _. ., h ,_._..... ............. ..- ..._ _ ,. �c -- ___..... .. I .... ........... ....._ LG Em i, � ..:. a.W � i i A I HL i NE- SEE SHEET LP -3 f i = � of 51011 n _ Y tL I �I I C, P L L s G F� �/ I? r; .'". P p P . P i ii I 3, 7 g + t� � €R j 0 }� fl r PAD =73.40 t FF =74.23 � E L'4t °O 7 — 4 I I { .v.vyy� I ' 0 n ..... ......... . o E I 7 E PAD =73.70 FF =74.53 E, R a = � of 51011 n _ Y tL I �I I C, P L L s G F� �/ I? r; .'". P p P . P 120. � lrrerol Wwilwm® W" % �II I � 0 }� TT� L'4t °O .v.vyy� j TrO+ L- 0 fy� 120. � lrrerol Wwilwm® W" % 1 r �I NOTES: PRIOR TO INSTALLATION, THE PLACEMENT OF THE PROP05ED TREE5 ALONG HYGEIA AVE. SHALL BE COORDINATED WITH THE HOMEOANER5 ON HYGEIA AVE. TO MAXIMIZE VIER PRESERVATION. PLANS ARE IN CONFORMANCE WITH CHAPTER 23.26 OF THE ENCINITAS MUNICIPAL GORE CITING THE WATER EFFICIENT LANDSCAPE PROGRAM. DIG ALERT CALIFORNIA STATE LAW SAYS YOU MUST GALL BEFORE YOU DI6. GOVERNMENT CODE SECTION 4216 -421(74 STATES THAT "EXCAVATION': GRADING, TRENCHING, D166I1`16, DITCHING, DRILLING AU6URIN6, TUNNELING, SCRAPING, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION 01661N6, LANDSCAPE DIGGING PLUMBING, FENCE POST OR ANY OTHER WAY. OUR SRD CITY sue. 05- 10-0 -7 PERMIT FOR 0I661N6 WILL NOT BE VALID WITHOUT A DI6 ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. 3RD Crrr sus. 017- 12 -0-r THERE 15 ALSO A 14-DAY WINDOW (SECTION 42164'E)) IN WHICH YOU MUST MYLAR5 0- 1- 20 -0-f �Ay •/�� SHEET �.9y COMPLETE THE PR F05ED DI661N6. IF YOU WILL NEED ADDITIONAL PLANTT L N ® S r HEFT LP-5/ ALE BEYOND LE 14 DAYS. IT IS YOUR RESPONSIBILITY 0 RECALL DIG I` AND �y yr� �j/ ALERT. DI6 ALERT TOLL-FREE NUMBER 15 I -800- 22"1 -2600. LP-4 ® ®�V 1 J L1� —b DRAWN M5 ♦i/ ! i/ FOR TITLE SHEET - SEE SHEET 20 APPROVED JP FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMEN51ON PLANS - SEE SHEETS 25 -28.1 J05 NO. 06 -114 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 2cf -35.1 DATE 05- 10 -01 FOR IRRIGATION PLAN- BEE SHEETS 36 -361 SCALE A5 9+40AN FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE 5HEE75 NOTE: BEFORE ANY 41 -47 EXCAVATION BEGINS, 20 10 0 20 40 60 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - GALL DIG ALERT ®: SEE SHEETS 48 -51 1 -800 -227 -2600 N L V v CC\A/ -S H F F-T FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -55 SCALE: 1" = 20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APQRDvALS CITY OF ENCINRAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. DEPARTMENT `,( DESCRIPTION:)XXXXXXX ®3 ®Og® s xxxxxxx �ECOMID�D R ���� / � I, 9404 GENESES AVENUE, sulz°E 14o APPROVED BY: HORIZONTAL: AS SHOWN AG— LA JOLLA, CALIFORNIA 92037 -1339 372_G LOCATION: XXXXXXXXX Fil(: t M M d 858. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: PLANTING PLANSI $•11•l XxX VERTICAL: AS SHOWN CI ( CORAL CODE 17gtE: 11C�: %/ 3 FAx 819 . 558 . 91s8 ( D3 -oso rw D2 ErA) ELEVATION: ELEV: XXX DATUM: M.S.L. DATE: CORAL SHEET 49 OF ki REVISIONS I5T CITY Sue. �II I 1 r �I NOTES: PRIOR TO INSTALLATION, THE PLACEMENT OF THE PROP05ED TREE5 ALONG HYGEIA AVE. SHALL BE COORDINATED WITH THE HOMEOANER5 ON HYGEIA AVE. TO MAXIMIZE VIER PRESERVATION. PLANS ARE IN CONFORMANCE WITH CHAPTER 23.26 OF THE ENCINITAS MUNICIPAL GORE CITING THE WATER EFFICIENT LANDSCAPE PROGRAM. DIG ALERT CALIFORNIA STATE LAW SAYS YOU MUST GALL BEFORE YOU DI6. GOVERNMENT CODE SECTION 4216 -421(74 STATES THAT "EXCAVATION': GRADING, TRENCHING, D166I1`16, DITCHING, DRILLING AU6URIN6, TUNNELING, SCRAPING, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION 01661N6, LANDSCAPE DIGGING PLUMBING, FENCE POST OR ANY OTHER WAY. OUR SRD CITY sue. 05- 10-0 -7 PERMIT FOR 0I661N6 WILL NOT BE VALID WITHOUT A DI6 ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. 3RD Crrr sus. 017- 12 -0-r THERE 15 ALSO A 14-DAY WINDOW (SECTION 42164'E)) IN WHICH YOU MUST MYLAR5 0- 1- 20 -0-f �Ay •/�� SHEET �.9y COMPLETE THE PR F05ED DI661N6. IF YOU WILL NEED ADDITIONAL PLANTT L N ® S r HEFT LP-5/ ALE BEYOND LE 14 DAYS. IT IS YOUR RESPONSIBILITY 0 RECALL DIG I` AND �y yr� �j/ ALERT. DI6 ALERT TOLL-FREE NUMBER 15 I -800- 22"1 -2600. LP-4 ® ®�V 1 J L1� —b DRAWN M5 ♦i/ ! i/ FOR TITLE SHEET - SEE SHEET 20 APPROVED JP FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMEN51ON PLANS - SEE SHEETS 25 -28.1 J05 NO. 06 -114 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 2cf -35.1 DATE 05- 10 -01 FOR IRRIGATION PLAN- BEE SHEETS 36 -361 SCALE A5 9+40AN FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE 5HEE75 NOTE: BEFORE ANY 41 -47 EXCAVATION BEGINS, 20 10 0 20 40 60 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCOVER - GALL DIG ALERT ®: SEE SHEETS 48 -51 1 -800 -227 -2600 N L V v CC\A/ -S H F F-T FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -55 SCALE: 1" = 20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APQRDvALS CITY OF ENCINRAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. DEPARTMENT `,( DESCRIPTION:)XXXXXXX ®3 ®Og® s xxxxxxx �ECOMID�D R ���� / � I, 9404 GENESES AVENUE, sulz°E 14o APPROVED BY: HORIZONTAL: AS SHOWN AG— LA JOLLA, CALIFORNIA 92037 -1339 372_G LOCATION: XXXXXXXXX Fil(: t M M d 858. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: PLANTING PLANSI $•11•l XxX VERTICAL: AS SHOWN CI ( CORAL CODE 17gtE: 11C�: %/ 3 FAx 819 . 558 . 91s8 ( D3 -oso rw D2 ErA) ELEVATION: ELEV: XXX DATUM: M.S.L. DATE: CORAL SHEET 49 OF ki REVISIONS I5T CITY Sue. J �i III PAD =67.80 m PAD =68.50 II (I 1 1A 1 CHL I N SEE 5HEE 1 L1 -2 rsc FF -69.33 - I -__l.. ° 1 Aka I. Dr + EL l iIl a� o ❑ ❑ y :! I I iMAL COVE WAY ! r i 16 00 ; ® 174-00 I 18100 1 61 �� _ 1 I _ I w t u _ �rtY '. + - - - -- ■� ■ - -- w� i it ii i i ( I ® ® I; tu All v PAD =68.50 PAD =69.40 PA=67.60 1 FF =69.33 Ili' FF =70.23 1 j PAD -70.20 �l 6 PAD =71.40 ? 11 1 FF -68.43 I - FF=71.03 l� t FF =72.23 !I to X x I I , l P I \ 1- - -L_;i ! q x -- _ � 7 _ y - - r - - - In (Uf [v; INt '`kI+- "I y^� "' °?III is li {Ii ��� [ j �I I SUBDIVISION BOUNDARY 00 1 1. PROJECT PLANT LEGEND NOTE: O 1 SAL. 1052 CAR" DIVULSA BERKELY BH,J FU I. C&ROMIGTOR Is TO PROVIDE AMU COLOR PHOTO SUBMITTAL PAUG6E OF ALL PLANT MATERIAL IS- 66L. O15 GALL T6 GEANOT}#lr 'JULIE PHELPS' GEANO BH J FULL P PROVIDE SOIL AMENDMENT AND MULCH SAMPLE, ROOT BARRIER SPEC.'S ETC. CONTACT LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE FOR INSPECTION OF PLANT MATERIAL PRIOR TO © 5 GAL. T5 GHONOROPELATUM TEGTORUM G RUSH BH,J FULL POTS PLANTING. LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE SHALL TAG 36" BOX AND LARGER TREES IF SPECIFIED ON THE PLANS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT TO TAG MATERIAL MIN. I © 5 GAL. 114 CISTUS PURPUREUS, ORCHID ROCKROSE BA,J FULL, ®U9HY 12' MIN. T WEEK PRIOR TO DELIVERY TO SITE. LANDSCAPE ARCHITECT RE5ERVE5 RIGHT TO REJECT AM' /ALL PLANT ® 5 CPA L. 121 ELrrus cONDE1sATUS CANYON LYr E BRASS BHJ FULL Pons MATERIAL NOT INSPECTED PRIOR TO PLANTING. 2. ANY SUBSTITUTIONS INCLUDING 51ZE AND SPECIES MUST BE APPROVED BY LANDSCAPE ARCHITECT AND ® 15 SAL q ESGALLONIA 'FRAVIESI I' ESGALLONIA Sj-w FULL POTS CITY OF CHULA VISTA. m I GAL. 141 HEMEROCALLIS 'STAN IAL' DAYLILY BH,J ALT. BID BARE ROOT 5. ALL PALM TREES OF THE SAME SPECIES AND ANY FIELD GROWN MATERIAL SHALL BE PURCHASED FROM G 15 SAL. 465 LIGUSTRIIM A TEXANIM TEXAS PRIVET BH,J FULL, BUSHY 0- MIN. HEIGHT THE SAME OROHERINUR51ERY. ® 5 GAL. Sq LIMONIUM II SEA LAVENDER B,H,J PULL, BUSHY 15" MIN. HEIGHT 4. INSTALL DEEP ROOT 24" ROOT BARRIERS TO ALL TREES WITHIN 10' OF HAR05CAPE EXCEPT PALMS. SEE Q 16A_ 557 L1 MWARI LILY TURF BH,J FULL POTS DETAIL G SHEET 901LP -22. ® I GAL 15 1A RISE NS DEER GRASS BH,J FULL POTS 5. PLANT MATERIAL SIZES ARE PER PROJECT PLANT LEGEND UNLESS OTHERWISE NOTED ON PLANTING O 1 GAL NASELLA TEW1551MA NGN SH J FULL POTS PLANS` c I SAL 115 FENNISETUM HAMELN NCH BH,J FULL POTS 6. ALL 56" BOX AND LARGER TREE STAKE5 TO BE 5" DIA. L.ODGEPOL.E INSTALLED PER DETAIL F. © AL. 2,116 PHORMIUM TENAX 'BRONZE BABY' HEW ZEALAND FLAX BH,J ALT. BID - SPLIT LARGE 5 SAL POT Tl SIZE QTY. BOTANICAL COMMON NAME DETAIL REMARKS 5 6AL. 117 PHORMIUM TENAX TOM THUMB' FLEW ZEALAND FLAX 12° MIN. HEIGHT d 6" VIA. BASE SYMBOL ® 4&" BOX 6 JACARANDA MIMOSIPOLIA JACARANOA GFH 1 -1/4' MIN. DIA CALIPER- STANDARD ® I SAL. 26q PITT05PORUM TOBIRA 'WHEELERS DWARF' GALLISTEMON 'LITTLE .JOHN' BH,J FULL, BUSHY W MIN. HEIGHT 92' BOX 4 15 GAL. 245 PITT05PORUM TOBIRA MOCK ORANGE PITTOSPORUM BH,J FULL, BUSHY 15' MIN. HEIGHT ® 224E BOX 6 MAGNOLIA GRANDIFLORA MAGNOLIA GFH I" MIN. DIA. CALIPER Q 15 SAL. IqO RHAPHIOLEPIS INDIGA lCLARA' INDIA HAWPHORNE FULL, BUSHY 12" MIN. HEIGHT ® 24" BOX 15 ME7ROSIDER05 EXGELSUS NSN ZEALAND CHRISTMAS GFH 5/4° MIN. VIA. CALIPER z" 5 GAL. 41 RHUS INTE6RIFLOIA LEMONADE BERRY BH,J FULL BUSHY 56" Box 12 , r PAD -73.10 ! / FF -75.93 / _� j+ j0 Le I PAD =72.90 FF =73.73 1 �1. lr I� 9 r d TIy-- - xF Y ►SIP r: SYMBOL SIZE QTY. BOTANICAL »'+"+ 15 SAL. 54 Pjanans'RIVERS' I SAL. 51 PARTHENOCISSUS TRICUSPIDATA 15 GAL. M SOLANDRA MAXIMA , PI G - F I NOTE: L p. I+ - I Ge °o I PRIOR TO INSTALLATION, THE PLACEMENT 0 HE L I I PROPOSED TREES ALONG HYGEIA AVE. ALL BE COORDINATED WITH THE HOMEOWNER N HYGEIA AVE. TO MAXIMIZE VIEW PRESERV ON. 1 '! I I PLANS ARE IN CONFORMANCE TH GRAFTER 23.26 FG ( \� ; OF THE ENCINITAS MUNICIP CODE CITING THE ? FG f� If WATER EFFICIENT LAND APE FROORAM. P 11I 4111 , G Ii ;;00000 'L 1 FG IN I ( P I Y� � I T . III G i P G LG P S�Jw1 �51014 U RY(1 e I a ! G I 1 FIG ' G f: G P - \ I COMMON NAME FIN ROYAL TRUMPET VINE CUP OF SOLD DETAIL REMARKS • ESP. ESP. • ESP. 0 5 GAL. 15 ROSMARINUS OFFIGINALIS 'PROSTRATUS' DWAF ROSEMARY F,B DIG ALERT ` Of Cf►1 -�C°' ® 24' BOX 61 PINUS GANARIEN515 CANARY ISLAND PINE GFH 1 -1/4" MIN. VIA. CALIPER- d NARROW 0 5 GAL. 51 SALVIA SERGARRTEN SALVIA BH,J X 56" BOX 2T ® 15 GAL. 204 STRELITZIA RESINAE BIRD OF PARADISE BH,J MIN. 5 MAIN STEP15 AND 12' HEIGHT CALIFORNIA STATE LAW SAYS YOU MUST GALL BEFORE YOU DIG. ® 240 Box PIN15 TORREYANA roRREt PINE GFH 1 -1 /a" MIN. DIA. PER GOVERNMENT CODE SECTION 4216 -42169 STATES THAT "EXCAVATION ": REVISIONS GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING, TUNNELING, 1ST CITY eu6. 01-2a -m ® 24' BOX 16 PLATAFAJS RAGEMOSA CALIFORNIA SYCAMORE GFH 2' MI A. CALIPER- STANDARD SGRAPIN6, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, 96° BOX T GROUND COVIR NOTES, CONTRACTOR 15 TO INSTALL 2" LAYER OF MULCH TO ALL SHRUB AREAS AND I• LAYER TO PLANTER POTS. LANDSCAPE DIGGING PLUMBING,, FENCE P05T OR ANY OTHER WAY. OUR 3RD CITY SUB. 05 -10 -Oi PERMIT FOR DIGGING WILL NOT BE VALID WITHOUT A DIG ALERT TICKET DO NOT COYER CROWNS BA PLANT MATERIAL. MULCH US BE 1- I " THICK INSIDE TREE/5FIRUB WELLS. MULCH Is ro T NUMBER AND NOTIFICATION THAT THE MARKOUT R46 BEEN GOMPLETED. 5RD CITY SUB. Oi- 12 -O'T 24° BOX 2 GiUERGUS A6RIFOUA COAST LIVE OAK cFH 'MIN. VIA. CALIPER- STANDARD BE A COMBINATION 60% BARK/ 40% CHIP MIX I-U5° MINUS. � -I ♦ I THERE IS AL50 A 14 -DAY WINDOW (SECTION 4216.(El) IN WHICH YOU NA15T ® 56• Box 6 J p 24" BOX 25 TRISTANIA LAURINA TR15TANIA GFH 1 -1/2" MIN. DIA. GAL - CENTRAL LEADER CLIPPED SYMBOL SIZE QTY. BOTANICAL COMMON NAME DETAIL SPAGIN6A2EMARKS COMPLETE THE PROPOSED DIGGING. IF YOU WILL NEED ADDITIONAL MYLARS O 1 -20 -Oi 56° Box s BOX I � .`I�... PLUGS AS NEEDED 6AZANIA SPECIES 6AZANIA A 12" O.G. ON SLOPS VO I� IME BEYOND THE 14 DAYS. IT 15 YOUR RESPONSIBILITY TO RECALL DIG T2' 15' O.G. FLAT AREAS T. DIG ALERT TOLL-FREE NUMBER 15 1- 800 -22-1-2600. WL.UMNAR ACCLW SHRUBS i SMAL.L. PATIO TRAM GI+ARTS FLATS As FI�DED HYDR05EED MIX VARIES -PER NP W SLR MIX A 16° O.G. DRAWN MS SYMBOL SIZE QTY. BOTANICAL GOFfi"tON DETAIL REMARKS ,, � CHARTS 'A' AND TS' BELOW SEE M'DROSEED MIX CHARTS BELOW ® 15 SAL. 66 PODOGARPUS 'HENKELII' YEW PINE FH FULL UNIFORM CIRO. - 6'H x I' MIN. WIDTH FOR TITLE SHEET - SEE SHE - O APPROVED JP ® 15 GAL. Iq PRUNJ5 GAROLINANA ALIFOM41A LAUREL CHERRY FH FULL, UNIFORM GIRD. - 6'H x I' MIN. WIDTH ul Soo AS NEEDED N1Pw"HON II TURF w* x FOR CONSTRUCTION PLAN AND END - SEE SHEETS 21 -24 31'IItUBta AND ORASSM �"'�''' "0°°® �' FOR CONSTRUCTION DIMENSION PL - SEE SHEETS 25 -28 1 JOB NO 06 -114 SHRUB NOTES: ALL POTS SHOWN ON PLANS TO BE UNDERPLAN TH PELAIR60NIUM 4° POTS C q° O.G. AROUND EDGES. SEE SHRUB PLANS FOR LARGER PLANT LOCATED IN POT. CONTRACTOR TO VERIFY THAT EACH POT Is A SEPERATE IRRIGATION SYSTEM VALVE. SEE CONSTRUCTION PLANS FOR INSTALLATION DETAILS. SCE DETAIL AH/SHEET LC-32 ^`j SYMBOL SIZE QTY. BOTANICAL COMMON NAME DETAIL REMARKS Q) 15 GAL. Ill ABELIA SRANDIF SLO55Y ABELIA E I FULL, BUSHY 150 MIN. HEIGHT ® 1 GAL. -102 ASAP WHITE' - LILY-OF-THE-VALLEY Ell SMALL. VARIETY 1 -1/2' HIGH C) 15 i AI I" ACA\ TTCAYIArA .!UW CcG Acsa/C nu I an I ev,TS a FOR CONSTRUCTION DETAILS 8 NOTES EE`5HEETS 2el-55.1 DATE 05- 10 -0-T 0.0 PLAN- SEE SHEETS 56-5N, LEGEND - SEE SHEET 40 SCALE AS SHOWN FOR IRRIGATION SPECS, NOTES AND DETAILS - SHEETS NOTE: BEFORE ANY 41 -4'1 EXCAVATION BEGINS, NEW 771 '771 00 0 a __._. _. ._... ...._._..... _....�_._..._ .__._._ ® 5 GAL. 4M GOZANTHIS FLAVIDUS KASAROO PAW 81 FULL POTS NOTE: The Hydroseed mixes specified for Coral Cove do not contain a vj Invasive /exotic species as determined by 20 10 O 20 40 60 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDO R - GALL DIG ALERT ®< qualified Biologist or environmental consultant. Both hydrosead mixes contain 100% dative species. SEE SHEETS 48 -51 I - 800 -22'7-2600 ® I GAL. GAREx BUGHANANII LEATHER LEAF SEDGE BH,J FULL Pons For questions Gonerning Hydroseed Mix 'A' Gantact: HydrO- Plait, Inc. - Rob MaSo n (760)144 -1560 FOR PLANTING DETAILS - ..NQTES -SEE SHEETS _52 -53 1 GAL. 52 GAREX SPISSA SAN DEIGO SEDGE BAJ FULL POTS For questions concerning Hydroseed Mix B' conkaet: 585 Seeds, Inc. - victor Schaff SCALE: 1" = 20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF - ENCINITAS: E N G I N E E R I N DRAWING NO. SHfiETS'o R L DESCRIPTION:XXXXXXXX DEPARTMENT 03 -090 RECOMMENDED ��� 9404 GENESES AVENUE, SUITE 140 (� 1 XXXXXXX HORIZONTAL: AS SHOWN ,� I I LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: ...G LOCATION: XXXXXXXXX AL- 14 ^ BY: 858. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: PLANTING PLANS: XXX VERTICAL: AS SHOWN FAX 819.558.9188 /_ VF ID-We. 9,�P7% Q e. ��k� v ORAL V (03-04P 71114 OR, 171 PN /ATIf)J• ELEV: XX neT1 uJ• u s I DATE: � q DA) FOR CONSTRUCTION DETAILS 8 NOTES EE`5HEETS 2el-55.1 DATE 05- 10 -0-T 0.0 PLAN- SEE SHEETS 56-5N, LEGEND - SEE SHEET 40 SCALE AS SHOWN FOR IRRIGATION SPECS, NOTES AND DETAILS - SHEETS NOTE: BEFORE ANY 41 -4'1 EXCAVATION BEGINS, NEW 771 '771 N 0 __._. _. ._... ...._._..... _....�_._..._ .__._._ ® 5 GAL. 4M GOZANTHIS FLAVIDUS KASAROO PAW 81 FULL POTS NOTE: The Hydroseed mixes specified for Coral Cove do not contain a vj Invasive /exotic species as determined by 20 10 O 20 40 60 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDO R - GALL DIG ALERT ®< qualified Biologist or environmental consultant. Both hydrosead mixes contain 100% dative species. SEE SHEETS 48 -51 I - 800 -22'7-2600 ® I GAL. GAREx BUGHANANII LEATHER LEAF SEDGE BH,J FULL Pons For questions Gonerning Hydroseed Mix 'A' Gantact: HydrO- Plait, Inc. - Rob MaSo n (760)144 -1560 FOR PLANTING DETAILS - ..NQTES -SEE SHEETS _52 -53 1 GAL. 52 GAREX SPISSA SAN DEIGO SEDGE BAJ FULL POTS For questions concerning Hydroseed Mix B' conkaet: 585 Seeds, Inc. - victor Schaff SCALE: 1" = 20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF - ENCINITAS: E N G I N E E R I N DRAWING NO. SHfiETS'o R L DESCRIPTION:XXXXXXXX DEPARTMENT 03 -090 RECOMMENDED ��� 9404 GENESES AVENUE, SUITE 140 (� 1 XXXXXXX HORIZONTAL: AS SHOWN ,� I I LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: ...G LOCATION: XXXXXXXXX AL- 14 ^ BY: 858. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: PLANTING PLANS: XXX VERTICAL: AS SHOWN FAX 819.558.9188 /_ VF ID-We. 9,�P7% Q e. ��k� v ORAL V (03-04P 71114 OR, 171 PN /ATIf)J• ELEV: XX neT1 uJ• u s I DATE: � q DA) FOR CONSTRUCTION DETAILS 8 NOTES EE`5HEETS 2el-55.1 DATE 05- 10 -0-T FOR IRRIGATION FOR IRRIGATION PLAN- SEE SHEETS 56-5N, LEGEND - SEE SHEET 40 SCALE AS SHOWN FOR IRRIGATION SPECS, NOTES AND DETAILS - SHEETS NOTE: BEFORE ANY 41 -4'1 EXCAVATION BEGINS, __._. _. ._... ...._._..... _....�_._..._ .__._._ ® 5 GAL. 4M GOZANTHIS FLAVIDUS KASAROO PAW 81 FULL POTS NOTE: The Hydroseed mixes specified for Coral Cove do not contain a vj Invasive /exotic species as determined by 20 10 O 20 40 60 FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDO R - GALL DIG ALERT ®< qualified Biologist or environmental consultant. Both hydrosead mixes contain 100% dative species. SEE SHEETS 48 -51 I - 800 -22'7-2600 ® I GAL. GAREx BUGHANANII LEATHER LEAF SEDGE BH,J FULL Pons For questions Gonerning Hydroseed Mix 'A' Gantact: HydrO- Plait, Inc. - Rob MaSo n (760)144 -1560 FOR PLANTING DETAILS - ..NQTES -SEE SHEETS _52 -53 1 GAL. 52 GAREX SPISSA SAN DEIGO SEDGE BAJ FULL POTS For questions concerning Hydroseed Mix B' conkaet: 585 Seeds, Inc. - victor Schaff SCALE: 1" = 20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF - ENCINITAS: E N G I N E E R I N DRAWING NO. SHfiETS'o R L DESCRIPTION:XXXXXXXX DEPARTMENT 03 -090 RECOMMENDED ��� 9404 GENESES AVENUE, SUITE 140 (� 1 XXXXXXX HORIZONTAL: AS SHOWN ,� I I LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: ...G LOCATION: XXXXXXXXX AL- 14 ^ BY: 858. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: PLANTING PLANS: XXX VERTICAL: AS SHOWN FAX 819.558.9188 /_ VF ID-We. 9,�P7% Q e. ��k� v ORAL V (03-04P 71114 OR, 171 PN /ATIf)J• ELEV: XX neT1 uJ• u s I DATE: � q DA) SHEET 5O OF ,r? vbt 9 I It I OL lu lu lu au lu z v LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE FOR INSPECTION OF PLANT MATERIAL PRIOR TO PLANTING. LANDSCAPE ARCHITECT OR S15 REPRESENTATIVE SHALL TA6 36" BOX AND LARGER TREES IF SPECIFIED ON THE PLANS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT TO TA6 MATERIAL MIN. I WEEK PRIOR TO DELIVERY TO SITE. LANDSCAPE ARCHITECT RESERVES RIGHT TO REJECT ANY /ALL PLANT MATERIAL NOT, INSPECTED PRIOR TO PLANTING. 2. ANY SUBSTITUTIONS INCLUDING 51ZE AND SPECIES MUST BE APPROVED BY LANDSCAPE ARCHITECT AND CITY OF CHULA VISTA. 5. ALL PALM TREES OF THE 5AME SPECIES AND ANY FIELD GROWN MATERIAL SHALL BE PURCHASED FROM THE SAME GROWER/NURSERY. 4. INSTALL DEEP ROOT 24" ROOT BARRIERS TO ALL TREES WITHIN 10' OF HARDSCAPE EXCEPT PALMS. SEE DETAIL G 54EET g0/LP -22. S. PLANT MATERIAL SIZES ARE PER PROJECT PLANT LEGEND UNLESS OTHERWISE NOTED ON PLANTING PLANS. 6. ALL 56" BOX AND LARGER TREE STAKES TO BE 5" VIA. LODGEPOLE INSTALLED PER DETAIL F. TRJM SYMBOL SIZE QTY. BOTANICAL COMMON NAME DETAIL 11EMARK5 46" BOX 5 JACARANDA MIMOSIFOLIA JACARANDA G,F)F 1 -1/4" MIN. VIA. CALIPER- STANDARD 60" BOX 1 72" BOX 4 ® 224;' BOX Cl ER MAGNOLIA SRANVIFLORA MA6NOLIA CAH I" MIN. VIA. CALIP 46" BOX 2 ® 24" BOX 15 METROSIDEROS EXCELSUS NEN ZEALAND CHRISTMAS TREE CF,H 5/4" MIN. VIA. CALIPER %,. BOX 4 40" BOX 6 ® 24" BOX 65 PINUS 0ANARIEN5I5 CANARY ISLAND PINE GF,H 1 -1/4" MIN. VIA. OALIPBR- TALL 4 NARROW 56" BOX 22 46' BOX 9 ® 24" BOX 44 PINUS TORREYANA TORREY PINE Cp){ 1 -1/4" MIN. VIA. CALIPER SW BOX 7 46" BOX 2 ® 24" BOX IB PLATANUS RAGEM05A CALIFORNIA SYCAMORE GFH 2" MIN. DIA. CALIPER- STANDARD 56" BOX 7 ® 2244" BOX I OLIERCU9 AORIFOLIA COAST LIVE OAK GFN 2" MIN. DIA CALIPER- STANDARD 46" BOX 5 24" BOX 24 LOPHOSTEMON CONFORTUS BRISBANE BOX CFJ4 1 -1/2" MIN. DIA, GAL - CENTRAL LEADER CLIPPED 56' BOX 4 46" BOX I 12' BOX I ® 60'.4 92" BOX is I BRYTHRINA CAFFRA C40RAL TREE CF,H COLUMNAR AC42NT SHRUM 4 SMALL PATIO TRIM SYMBOL SIZE OTY. BOTANICAL COMMON NAME DETAIL REMARKS ® 15 GAL. 86 PODOGARPUS 'HENKELII' SHRUBBY YEW PINE F)i FULL, UNIFORM GIRG. - 6W x ['MIN. WIDTH ® 15 GAL. A PRUMUS CAROLINIANA CALIFORNIA LAUREL CHERRY F,H FULL, UNIFORM GIRD. - 644 x I' MIN. WIDTH SHRUM AND SRASSM 9+49153 NOTES. ALL POTS SHOWN ON PLANS TO BE UNDERPLANTE'D WITH PELARGONIUM 4" POTS O q' O.G. AROUND EDGES. WE SHRUB PLANS FOR LARGER PLANT LOCATED IN POT. CONTRACTOR TO VERIFY THAT EACH POT 15 ON A SEPERATE IRRI6ATION SYSYEM VALVE. SEE CONSTRUCTION PLANS FOR INSTALLATION DETAILS. WE DETAIL AH/9HEET 1-0-92 SYMBOL SIZE OTY. BOTANICAL COMMON NAME DETAIL REMARKS 15 SAL. 112 ABE-IA &RANDIFLORA GLOSSY ABELIA 5;HJ FULL, BUSHY 15" MIN. HEIGHT ® I GAL. 674 A6APANTHU5 RANCHO WHITE' LILY-0E- THE - VALLEY B,FF,.! SMALL VARIETY 1 -1/2' HISH (D 15 GAL. 145 AGAVE ATTENUATA SPINELESS ASAVE 5)41J FULL POTS ® 15 SAL. 145 ALOE 97RIATA CORAL ALOE 51H,J S 5 GAL. 441 ANISOZANTHU5 PLAVIDU5 KA&AROO PAW B,H,J FULL POTS ® 1 GAL. 41 CAREX BUGHANANII LEATHER LEAF 5EDSE BH,J PULL POTS INXTA6yP1►61 MAT HL. I NE- 5EE 5HEET L F -2 (C.MTJ TYM - r -,e- Ah3105IA?%L5TACWA 560 0 1 6AL. 10 CAREX SPISSA SAN DE160 SEDGE 5,H,J FULL POTS O 1 SAL. 1Iq9 CAREX DIVULSA BERKELEY 5ED6E 5,141J FULL POTS O 15 GAL. 69 CEANOTHUS 'JULIE PHELPS' GEANOTHU , B,H,.I FULL POTS © 5 GAL. 67 TUM TECTORUM GAPE RUSH B,H,J FULL POTS © 5 GAL. 104 015TU5 PURPUREUS ORCHID ROGKROSE 5,H,J FULL, BJ514Y 12" MIN. HEIGHT ® 5 6AL. 195 ELYMUS CONVE"ATU5 'CANYON PRINCE' LYME GRASS ",J FULL POTS 0 15 GAL. q ESCALLONIA 79tADE511' ESCALLONIA B,H,J FULL POTS iD 1 GAL. 141 HEMEROGALLIS 'GIANT SUNDIAL' DAYLILY 5,H,J ALT. 5112 BARE ROOT © 15 GAL. 4415 LI6USTRUM JAPONICA TEXANJM TEXAS PRIVET 5,H,J FULL, 505W 15" MIN. HE1647 © 5 SAL, 145 LIMONIUM PEREZI I SEA LAVENDER S,H,J FULL, WSW 15" MIN. HEIGHT 0 1 GAL 545 LIRIOPE MU50ARI LILY TURF 5,4,J FULL POTS ® I BAL 14 MUHLENBER61A RI SENS DEER GRASS 5H,J PULL POTS ® 1 GAL 4416 NASELLA TLNU1551MA NGN 5,H,J FULL POTS O I GAL 106 PENK15ETUM +W- E NCN B,H,J FULL POTS 0 15 6AL. 276 PHORMIUM TENAX 'BRONZE BABY' NEH ZEALAND FLAX BAJ ALT. BID - SPLIT LARGE 5 SAL POT ® 5 GAL. 119 PHORMIUM TENAX TOM THUMB' NEW ZEALAND FLAX 12" MIN. HEIGHT 4 6" DIA. BASE ® I GAL. 265 PITT05PORUM TOBIRA 'NWEELERS DWARF GALLISTEMON 'LITTLE JOHN' S)+,J FULL, BUSHY q" MIN. HEIGHT ' 15 GAL. 248 PITT05PORUM TOBIRA MOCK ORANGE PITT05PORLM IsAJ FULL, BUSHY 15" MIN HEIGHT 15 GAL. 160 WAI-HIOLEP15 IINDICA 'CLARA' INDIA HAWTHORNE PULL, BJ544Y 12" MIN. HEIGHT '`" 5 SAL. 40 RHOS INTMORPLOIA LEMONADE BERRY B,Ii,J FULL, BUSHY 0 5 6AL. 121 R05MARINZ OFFICINALIS 'PR05TRATUS' PKAF ROSEMARY FJ3 0 5 SAL. 14 SALVIA BEROARRTEN SALVIA isl-w X ® 15 GAL. 185 STRELITZIA RE6INAE BIRD OF PARADISE B,H,J MIN. 5 MAIN STEMS AND 12" HEIGHT sN 24" BOX 4 57111ELITZIA NICOLAI &IANT BIRD OF PARADISE Ww & � ROUND , CONTRA[eTOR 15 TO INSTALL 2" LAYER OF MULCH TO ALL SHRUB AREAS AND I" LAYER TO PLANTER POTS. DO NOT COVER CROWNS OF PLANT MATERIAL. MULCH TO BE I- I +J" THICK INSIDE TREFJSHRUB WELLS. MUL C44 15 TO BE A COMBINATION 60% BARK/ 40% CHIP MIX I-A" MINUS. SYMBOL SIZE OTY. BOTANICAL COMMON NAME DETAIL SPACINOMMARKS uj PLUSS AS NEEDED &AZANIA SPECIES &AZANIA A 12" O.G. ON SLOPES 15" O.G. FLAT AREAS u1�j� IGt{AR75� FLATS AS NEEDED HYDR05EED MIX VARIES-PER HYDR05EED MIX A 0' O.G. II..�o�^� ■ CHARTS 'A' AND B' BELOW SEE HYDROSEED MIX CHARTS 5ELOW 7_; ,:.���� � ��� 1 PLU65 AS NEEDED GAREX DIWL9A BERKELEY SEDGE A 18" O.G. ON SLOPES BaTMNOAL MW TYM L � omvAnON Ah3105IA?%L5TACWA 560 So bafa" 5O NA PAYED" SIM 2D bdan 50 M31130131SIA ROM Sw w llxt � TO CEWTR 7A BATA DPP. 1`@ Sw 4D lWk" 50 RJX+Bk COMMA BIM AO 111;§A s 30 LAS74MA OLFOWUGA SIMP 812 bdaas 50 NA X NOTE, The Hydroeeed mixes epsA�lsd for Coral Covs c rqt contain any IZ: ve /exotic "fee as determined by quail led Blologlet or snvironrnerltal eoneultont. Both hydroseed mixes contain I native species. For queetione conorning Hydr0000d Mix 'A' contact: Hydro- Plant, Inc. - Rob McGann (766)744 -9560 For quostione concerning Hydrmoed Mix 'B' contact, 945 Seeds, Inc. - Victor SchaFf '-- DATE REFERENCES DATE I BENCH MARK SCALE Ar?f-L\Pprh< DESCRIPTION:XXXXXXXX WIMMS44 R \(rei' `] XXXXXXX HORIZONTAL: AS SHOWN �o M LOCATION: XXXXXXXXXs XXX VERTICAL: AS SHOWN ELEVATION: ELEV: XXX DATUM: M.S.L. VINM SYMBOL SIZE 15 SAL. I (SAL. "'' 15 GAL. An T ON Y OTY. BOTANICAL COMMON NAME DETAIL REMARKS 54 DISTIGTIS'RIVERS' NCN K ESP. 46 PARTH_NOCI_w_ TRICUSPVATA ROYAL TRUMPET VINE ESP. Iq SOLANDRA MAXIMA CUP OF SOLD K ESP. 20 10 0 20 40 60 SCALE: 1" = 20' 9404 GENESEE AVENUE, SUITE 140 LA JOLLA, CALIFORNIA 92037 -1339 858. 558. 8977 FAX 619. 558 . 9188 CITY OF APPROVED BY: DATE: PLANNING DEPARTMENT NOTE: PRIOR TO INSTALLATION, THE PLACEMENT OF THE PROP05ED TREES ALONG HY6EIA AVE. SHALL 5E COORDINATED WITH THE HOMEOWNER5 ON HY6EIA AVE. TO MAXIMIZE VIEW PRESERVATION. PLANS ARE IN CONFORMANCE WITH CHAPTER 23.26 OF THE ENCINITA5 MUNICIPAL CODE CITING THE WATER EFFICIENT LANDSCAPE PROGRAM. DIG ALERT CALIFORNIA STATE LAW SAYS YOU MUST GALL BEFORE YOU 0I6. GOVERNMENT CODE SECTION 4216 -4216q 5TATE5 THAT "EXCAVATION ": GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING, TUNNELING, SCRAPING, GABLE OR PIPE PLOWING, DRIVING, FOUNDATION DI661N6, LAND56APE DIGGING PLUMBING, FENCE P05T OR ANY OTHER WAY. OUR PERMIT FOR 01661N6 WILL NOT SE VALID WITHOUT A 0I6 ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. THERE 15 ALSO A 14-DAY WINDOW (5ECTION 4216M) IN WHICH YOU MUST COMPLETE THE PROP05M DIGGING. IF YOU WILL NEED ADDITIONAL TIME 5EYOND THE 14 DAYS. IT 15 YOUR RE5PON5151LITY TO RECALL DIG ALERT. DI6 ALERT TOLL-FREE NUMBER 15 1 -800 -22"1 -2600. FOR TITLE SHEET - SEE SHEET 20 FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE SHEETS 25 -28.1 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 241-55.1 FOR IRRIGATION PLAN- SEE SHEETS 56 -5Gt FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS 41 -41 FOR PLANTINS PLANS: TREES, 5HRU55 AND SROUNDCOVER - SEE 5HEET5 48 -5I FOR PLANTING DETAILS $ NOTES - SEE SHEETS 52 -55 CITY OF ENC'eINITAS: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CORAL COVE REVISIONS IST CITY SUB. 01- 241 -01 3RD CITY SUB. 05- 10 -0-I SRD CITY 5UB. 01-12 -01 MYLAR5 09 -20 -01 DRAWN MS APPROVED JP JOB NO. 06 -114 DATE OS -10 -09 5CALE A5 5i4OWN NOTE: BEFORE ANY EXCAVATION BEGINS, CALL DIG ALERT (p: 1-800- 221-2600 ENGINEERING DEPARTMENT DRAWING NO. 7M 03 -090 372 —G 4 . Q L104 C� I 1\ \ �° ®� � � i oil ����6b ■ � �O � @@ir ,l�I ►,r � fi/ ►� • ����6i r. • • N 08 O ®AA��� ■ • [16O� �aCy.F`��4i1Q► �►'! O°.4� -- I -I I - `II �\��3����.� � ©.19 _ � ® �I - - =" � i< . ° ®� IoOI. ►i � boo �� • ��i . al■nuuuuuuuuuuu■ ■ ■ ■ ■G�� '��7 � � ©�� ►e �' - - --- II - I I �' • I I Wm .r,[u, ::G1 Ip�� '.�I9� i ® ® ®�■ ■ I�CC ,r7:© l� ►i) ■\ ■ TO MAXIMIZE -- - U. ■ ■ ®��� I 61 Elm PLANS ARE - °1E1 'OI i� / ®���� -c+i' / / jl>~p�g� ����?Eyo © ©�Ey�o �� • s:'".3�a. �o. 16ii�E% o - �. /�+ ■ p ,Q� -�ow�� °vodoy_ . 25.26 OF,. ENCINITAS MUNICIPAL • � I' �!� •.-.� ,i � ��� f. Idyl! JJ� � (yl � n` �l� �� yW • � Ci � Iit � r••11 � �' LJ�- � !© O •:per C � _. r �� . O;fo \ _ �,� �� - ®� - ��1,,, ��io �. Q ��r. '�j. o �' °1, r/► � ° �� `w. �� �.ul�� l = =m111i Mill IIm� Q'..'.r p • �3. � . ©► /��, �� 1ly'I �,rf� �.� 'W >' 4 - � �I • I , C� °0 - - - - - PAD i C V© © © ©.`��� b . y►►, GOOD.. �+dli► '� ®1 ' �ii,' � ii 4o �i141��a'yJp ■0Oj� i �14po - / / ti , e Q / A re ►��Vi�►�6or � �C•o I no• P sk II i� ��m,'¢(�'![T�:� ����� '� ©�t ,,ilk, ►j��j�1'�`� - '' i:�GUi�o,�!.�. �U(fY,Y/o� •� _ ►1 � ►�� ►_ I � _ ,., �I�i _;;��i �'!•��I �F �- �� ,� ��� 1�� ., L� r � �. Is .0. ��q. � �°~i'O�iT►`'�o?G) �Ili�i� "✓�7 ,Gfi;WrVD Wei ^+gd _ ^>" ^fr Wle ' .00, uu-. Y�.61ri0`I �a_ �- ® a1�4.� �����LQI�r 4� rfrll S:;7ri►�G.1 t,.�Gb,9�r - - -� RII li�� /��j,, �.- •�♦� -',� /�� � �����11 •►'�'�,� a p0� °G` ©�.. .(m /•�!�`�'- `��♦i0: ��jj4rlr� ►�:�al!��i� � ��� � f� ..y.e ���Q. G Wi. ♦�♦�1 ©� ♦�♦� \ vLl3Ln. iwiY �� �Vi► ►4� ©�%r'��♦�� _ Qp00�►4 .r4 .'! ►lO� {�i �y�lj�ip'S3"`�/i. ♦, _ Yi/ p ,1 ►� �a� ♦ ♦�.; b�o,/� ♦ ♦-�♦Jr� i41 ►_ �'.w�'w��,►�r,0 ©/�.�.�- �I�►�1�r y O.gc.,,,�.` - ©s. ; -:"iT - , . -' /lr.. �w��) �`© P/.���� I/ '� "�'�.rasa►.,o•�r.�►.a1�6r °I- ' - � �, «i O i -- ��i ►,1� �� /� [[.. f O s Oaf 1 -�► 9', . � ri�/.��.�v /j.� ► ►4 ..i►�n�O-V�' r P�•►���� ►A���� ► ♦ ►tli RD�V y 7 4 ®�' °J nr . °iQl�yl� �. �► ©�7 ;a,wii1 ".,[a ► .nlQa �,�����I O •. �•`(;j YQG �u • .u?r �:u?r ■.:/ ip�►,� ►moo po�� liT ■Q m n►i�.,r.�p� Q� • i .,. . GG �► �t � / =P - � Op°' °a -�.O � ° .4�0� .......� 1�, flO�, �L � %'�. �� � ►oo � o�� •i'p ° "(� ■ � !� � � __ �� • mmQm QroDp¢ OD r i • - err- ����.�� ;' c..w Q�atfr �,, . o� ■ o •'� 0 °4�� ■ LU MIX L% 01 = _ S ii PAD 66.10 PAD =66.70 FF =65.13 C PAD =64.30 FF =66.93 FF =6753 tu i ( . I l2" BOX � - 12 w. P F • a a • a FG ••• • • ••P P P FG A w F w � - -,,- ,� - /PN � v \ N N a � N : � � .`N N S III '� i I -- CS A Cs RN T RN Cs .',. RN F w • RN G R N N N N P -. N N S S i. i I GBOXRN ': RN RN s RY` RN � N N S TP N N �� P I P S • • � � � `.' ...' . ` N N "� NNN ;�- N S S SN N �,--�- . ..,. -___.. I t I 4 - - CS f `. ( 1 � ``w csRCS � RN �cscs Gs RN RN sRNG�G w RN psi RNP CPIC I CPIPIt IP P fSPSSSCPpPL..::'.:•N N PPPPP SS NpCP PCCSP N C RN RN Cs RN RN RN w w LG P RN __.- w RN RN .. - _ - _._ ; v �.- r_ 4_ -� - _ - °-'1 C.__7�_ -' - .-J 1 � 36° BOX T s 1 r LG C LG L LG LGz LG LG - -' _ L L C LG LG LG L L LG LG L C L L C C - a�,. ^g - „� _ -._ -- r� _ L L LG I` "I p 4 'f - T 9 I I T` "� XT °E ry - l _ I2 `u III I� SUBDIVISION BOUNDARY j I slum (cowl 1. 0 1 SAL. 1052 GAREX OIVULSA BERKELT° SEDGE 13,HJ FULL FOTS PROJECT PLANT LEGEN® O 15 GAL. 76 CEANOTHU5 'JULIE PhELPS' GEANOTIIUS B,HJ FULL POTS VI NOTE: SYMBOL SIZE CIT5'. BOTANICAL COMMON NAME DETAIL REMARKS I. QLRSAGTOR 19 TO PROVIDE A EU GOLOI@ PNORD 91EMITiAL PACKAGE OP ALL PLANT MATERIAL 15 © 5 SAL. 15 GHONPROPELATUM T CTORUM GAPE RUSH FULL Porn 54 DISTIGTIS ' RIVERS' NGN K ESP. PROVIDE 501E AMENDMENT AND MULCH SAMPLE, ROOT BARRIER SPECS . ETC 15 GAL. . CONTACT LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE FOR INSPECTION OF PLANT MATERIAL PRIOR TO © 5 GAL. 114 0151,19, PURPURBUS ORCHID "'.1 BUSHY 12° MIN. HEIGHT +mow I SAL, 57 PARTHENOCISSIIS TRICU5PIOATA ROYAL TRUMPET VINE ESP. PLANTING. LANDSCAPE ARCHITECT OR H15 REPRESENTATIVE SHALL TAO 36" BOX AND LARGER TREES IF ® 5 SAL. 127 ELYMU5 CONDENSATE 'CANYON PRINCE' GRASS B,H, I FULL 15 SAL. 19 SOLANORA MAXIMA CUP OF COLD K ESP. SPECIFIED ON THE PLANS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT TO TA6 MATERIAL MIN. I WEEK PRIOR TO DELIVERY TO SITE. LANDSCAPE ARCHITECT RESERVES RIGHT TO REJECT ANY /ALL PLANT ® 15 GAL. 4 ESCALLONIA 'FRADESII' ESCALLONIA BH,.I FULL POTS MATERIAL NOT INSPECTED PRIOR TO PLANTING. m I SAL, 141 HEMEROGALLIS 'GIANT SUNDIAL' DAYLLY B,H J ALT. BID BARE 2. ANY SUBSTITUTIONS INCLUDING SIZE AND SPECIES MUST BE APPROVED BY LANDSCAPE ARCHITECT AND 0 15 GAL. 485 LIGUSTRUM JAPONICA TEXAS PRIVET BH,J FULL, BUSHY 15" MIN. Mil OITY OF CHULA VISTA. © 5 SAL. 159 LIMONIUM FEREZII SEA LAVENDER B,H,J FULL, BUSHY IS" MIN. HEIGHT 3. ALL PALM TREES OF THE SAME SPECIES AND ANY FIELD GROWN MATERIAL SHALL BE PURCHASED FROM ® I GAL 337 L IRIOPE MUSC LILY TURF 5)-w FULL POTS THE SAME GROkC9VNUR.SERY. ® 1 GAL 15 IA RISENS DEER CRASS B,Ii,J FULL POTS 4. INSTALL DEEP ROOT 24" ROOT BARRIERS TO ALL TREES WITHIN 10' OF HARDSCAPE EXCEPT PALMS. SEE ® 1 GAL 452 TENUISSIMA WIN BH,J FULL POTS DETAIL G SHEET 90/LP -22. Fc S. PLANT MATERIAL SIZES ARE PER PROJECT PLANT LEGEND UNLESS OTHERWISE NOTED ON PLANTING I SAL 115 PENNIS67 M HAMELN NON BH,J FULL POTS PLANS, © 15 GAL. b P14ORMILM TENAX 'BRONZE BABY' NEW ZEALAND FLAX SPJ ALT. BID - SPLIT LARGE 5 GAL POT b. ALL 56" BOX AND LARGER TREE STAKES TO BE 3" PIA. LODGEPOLE INSTALLED PER DETAIL F. ® 5 s 117 PHORMIUM TENAX 'TOM TiUM6' NEW ZEALAND FLAX 12" MIN. HEIGHT 1 b" VIA. BASE TR M ® GAL. 289 PITTOSPORUM TOBIRA 'WHEEL RS DWARF' CALLISTEMON 'LITTLE JOHN' IAHJ FULL, BUSHY 9" MIN. HEIGHT SYMBOL SIZE CITY. BOTANICAL COMMON NAME DETAIL REMARKS 15 GAL. 245 PITTOSPORUM TOBIRA MOCK ORANGE PITT05PORUM B,H,.I FULL, BUSHY 15- MIN. HEIGHT ® 48" BOX b JACARANDA MIM051FOLIA JACARANDA C,P,H 1 -1/4° MIN. VIA. CALIPER- STANDARD 60" BOX 1 Q 15 GAL. 190 RHAPHIOLEPI5 INDIGA 'GLARA' INDIA HAWTiORNE FULL, BUSHY 12" MIN. HEIGHT 72 °. BOX 4 5 GAL. 41 RHOS INTESRIFLOIA LEMONADE BB¢RY 5,H,1 FULL, BUSHY 240 ® 560 BOX 5 MAGNOLIA 6RANDIFLORA MAGNOLIA G,FpI I° MIN. PIA. CALIPER (D 5 SAL. 93 RGSMARINS OFFIGINALIS 'PROSTRATUS' DWAF ROSEMARY FIB ® 24- " BOX 12 h1ETR051DER05 EXGELSUS MH ZEALAND CHRISTMA� OPP 3/4" MIN. VIA. CALIPER 0 5 GAL. 51 SALVIA BERGARRTEN ` SALVIA 5)4,1 X ® 24" BOX 61 PINS CANARIEN515 CANARY ISLAND PINE GPH 1 -1/40 MIN. VIA. CALIPER- TALL W ® 15 SAL. 204 STRELITZIA RBSINAE BIRD OF PARADISE B,H,J MIN. 5 MAIN ST -S AND 12° HEIGHT 36 BOX 27 LILY- OF- THE-VALLEY BjW SMALL VARIETY 1 -1/2' HISH SPINELESS AGAVE B,H,J FULL POTS KASAROO PAW 5)-W FULL POTS LEATHER LEAP SEDGE 190e1 FULL POTS SAN DOW SEPSE B,H„I FULL POTS REVISIONS 1 ® DIG ALERT Iff,73; In _0 DATE ® 22440 BOXX 4q5 PIN15 TORREYANA TORREY PINE C,Fj4 1 -1/4° MIN. DIA. GALI DESCRIPTION: XXXXXXXX XXXXXXX - 0 13 GROUND COVER NOTES, CONTRACTOR 15 TO INSTALL 2" LAYER OF MULCH TO ALL SHRUB AREAS AND I" LAYER TO PLANTER POTS. CALIFORNIA STATE LAW SAYS YOU MUST GALL BEFORE YOU DIG. ® 24° BOX 16 PLATANE RACEMOSA CALIFORNIA LOCATION: XXXXXXXXX XXX DO NOT COVER CROWS OF PLANT MATERIAL' MULCH TO BE I- I j" THICK INSIDE TREFJ5HRUB FELLS. MULCH IS TO GOVERNMENT CODE 5EGTION 4216 -42169 STATES THAT "EXCAVATION ": REVISIONS 56° BOX 7 SYCAMORE CFH 2° MIN. VIA. IPM- STANDARD BE A COMBINATION 60% BARK/ 40% CHIP MIX I -° MINUS. GRADING, TRENCHING, 0166145, DITCHING, DRILLING AUGURING, TUNNELING, ELEVATION: ELEV: XXX DATUM: M.S.L. SYMBOL SIZE CITY. BOTANICAL COMMON NAME DETAIL SPAGINGiREMARKS SGRAPI�, GABLE OR PIPE PLOWING, DRIVR�, FOUNDATION DIG61hK, 1ST CITY SUB. OI -29 -OT BRD CITY SUB. os -lo -o 1 ® 24° BOX 2 OUBRGUS AGRIFOLIA COAST LIVE OAK GP,H 56" BOX 6 2° VIA. CALIPER- STANDARD LAN05GAPE DIGGING PLUMBING, FENCE P05T OR ANY OTHER WAY. OUR PLUGS AS NEEDED SAZANIA SPECIES GAZANIA A 12• D.C. ON SLOPES PERMIT FOR DIGGI� WILL NOT � VALID WITHOUT A DIG ALERT TICKET 3RD CITY SUB. OT -12 -OT ❑r 24" BOX 23 15" O.G. FLAT AREAS iRISTANIA LAURINA TRISTANIA G,F 1-1/2" MIN. VIA. GAL - CENTRAL LEADER CLIPPED NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. 56" BOX 72° Box 5 I THERE 15 AL50 A 14-DAY WINDOW (5EGTION 4216.(E)) IN WHICH YOU MUST CHARTS FLATS AS NEEDS HYDROSEED MIX -PER DV MIX A 16° O.G. COMPLETE THE PROP05ED 016GIN6. IF YOU WILL NEED ADDITIONAL MYLARS 0-1 -20 -0T CioLUMNadIR ,4GGCNT SHRUES � SMALL PATIO TR�l.'s BEER C44ART N CHARTS 'A' AND 8' BELOW � HYPROSEED MIX CHARTS BELOW TIME BEYOND THE 14 DAYS. IT 15 YOUR RESPONSIBILITY TO RECALL DIG T. DIG ALERT TOLL-FREE NUMBER 15 I -800- 221 -2600. SYMBOL SIZE CITY. BOTANICAL COMMON NAME DETAIL REMARKS 500 AS NEEDED MARATHON II TURF NA X ® 15 GAL. 86 PODOCARPUS 'HENKELII' SHRUBBY PINE P,H FULL, UNIFORM CIRG. - b'If x I' MIN. WIDTH DRAWN MS Hypplosm MIX "A, lfIT"CDm MX ,6, �® 1515 SAL. A PRUNE CAROLINIANA CAL IA LAUREL CHERRY P,H FULL, UNIFORM GIRD. - WH x ['MIN. WIDTH SHFAM Ate 6RASSM Lj SHRUB NOTES, ALL POTS SHOWN ON PLANS TO BE UNVERPLANTED WITH IUM 40 POTS O 94 O.G. AROUND EDGES. SEE SHRUB PLANS FOR LARGER PLANT LOCATED IN POT. CONTRACTOR TO VERIFY THAT EACH POT IS ON A Ts IRRIGATION SYSYEM VALVE. 5E°_ CONSTiIXTION PLANS FOR INSTALLATION DETAILS. SEE DETAIL AW5HEET 1.0-32 SYMBOL SIZE CITY. BOTANICAL COMMON NAME DETAIL REMARKS /O 15 GAL. 112 ABELIA CRANOIFLORA GLOSSY ABELIA BkW FULL, BUSHY 15° MIN. HEIGHT 0 O (a ® `s 1 GAL. 702 ASAPANTiS WHITE' 15 SAL. 149 AGAVE A TA 5 GAL. 49 ANISO THUS FLAVIDU5 1 SAL. 41 BUCHANANII I GAL. 5 GAREX SPISSA LILY- OF- THE-VALLEY BjW SMALL VARIETY 1 -1/2' HISH SPINELESS AGAVE B,H,J FULL POTS KASAROO PAW 5)-W FULL POTS LEATHER LEAP SEDGE 190e1 FULL POTS SAN DOW SEPSE B,H„I FULL POTS REVISIONS 1 ® REFERENCES Iff,73; In _0 DATE BENCH MARK SCALE DESCRIPTION: XXXXXXXX XXXXXXX - 0 13 0 O (a ® `s 1 GAL. 702 ASAPANTiS WHITE' 15 SAL. 149 AGAVE A TA 5 GAL. 49 ANISO THUS FLAVIDU5 1 SAL. 41 BUCHANANII I GAL. 5 GAREX SPISSA LILY- OF- THE-VALLEY BjW SMALL VARIETY 1 -1/2' HISH SPINELESS AGAVE B,H,J FULL POTS KASAROO PAW 5)-W FULL POTS LEATHER LEAP SEDGE 190e1 FULL POTS SAN DOW SEPSE B,H„I FULL POTS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESCRIPTION: XXXXXXXX XXXXXXX AS SHOWN 13 ( ( LOCATION: XXXXXXXXX XXX HORIZONTAL: VERTICAL: AS SHOWN ELEVATION: ELEV: XXX DATUM: M.S.L. FOR TITLE SHEET - SEE SHE O APPROVED JP FOR CONSTRUCTION PLAN AND END -'SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PL - SEE SHEETS 25 -28.1 -1015 NO. 06 -114 FOR CONSTRUCTION DETAILS $ NOTE SEE'SHEETS 2GI -35.1 DATE 05 -10 -07 FOR IRRIGATION PLAN-SEE SHEETS 56- SCALE AS SHOWN NOTE: The Hydroseed mixes specified for Coral Cove do not contain awl InvcBNe /exoticspec lee as determined by FOR IRRIGATION LEGEND -SEE SHEET 40 qualified Biologist or envlromnontal Consultalt. Both hydroseed mixes contain Io0% native "ales. FOR IRRIGATION SPECS, NOTES AND DETAILS - E 5HEET5 NOTE: BEFORE ANY For questions coneming Hydroseed Mix 'A' contact. Hydro- Plant, Inc. - Rob McGann (760)144 -7560 EXCAVATION. BEGINS, For questions concerning Hydroseed Mix W contact, 545 Seeds, Inc. - Victor Sawf 41 -41 20 10 O 20 40 60 FOR PLANTING PLANS: TREES, SHRUBS AND ISROUN ER - GALL DIG ALERT SEE SHEETS 4& -51 1- 800 -221 -2600 FOR PLANTING DETAILS 4 NOTES -SEE SHEETS 52 -53 SCALE: 1 = 20' APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERIINIblimiiii DRAWING NO. DEPARTMENT O3 -(Ao NlE1V -�- " 9404 GENESEE AVENUE, 8U1TE 140 APPROVED 'BY: �■I a' �• • �, ' LA JOLLA, CALIFORNIA 92037 -1339 _W� -G 9,/ - 858.558.8977 LANDSCAP\_E CONNMUCTION(�DOOCUMEENNTSS FOR: .PLANTING PLANS: 07 : FAX. -619 . 558 . 9188 CORAL AL V O I ` (03 -016 7M, DR. OA), DATE: ��a 7 LP -4 SHEET 51 OF Vo v O I I I I I I:: 1 Ii .I .I SN rr 04J1 PA7=-63. FF -64.3 - II VIII ° �44(, '4ia IVj ... �Oi °4 °'�j�°3.Qi400?0�° .. G`Pp�O.+ 'REM \ =''; • I', /A Gl¢C IRe.,.�a , • Ali/ N -00, A• 00 r10 x�1T , II J�,FF=64-45 i 0=6J.70 -63, 70 -- __ ___ 5 PAD= 63.70 FF =64.45 �10 �"auti� Qri v'ir= 'm GG�w � MEN • - ,. .(Si ©�0►�''�� ���i��..$�a��. ��'t�.�j�� _ �I //������������1� ��� ��� ',,,III - - ,a © ©� ©p ©e �►'►��� -� -'�4�� ooh Y1Y'p. O'�ED• rf a�' • y�a�' C� ►�bOG F. CORAL COVE WAY 14 +00 15 +00 1„ , ® - a v ,. � � - (CONT) BOTANICAL COMMON NAME DETAIL REMARXS - _ r r 54 1. PROJECT A_ PLANT LEGEND cs 1 GAL. 10 OAREX SPISSA SAN DEI6° SEDGE B,H,J i/ NOTE: O 1 SAL. 995 CAREX DIWLSA BERKELEY SEDGE 5)4,J FULL POTS f ( i I I:: 1 Ii .I .I SN rr 04J1 PA7=-63. FF -64.3 - II VIII ° �44(, '4ia IVj ... �Oi °4 °'�j�°3.Qi400?0�° .. G`Pp�O.+ 'REM \ =''; • I', /A Gl¢C IRe.,.�a , • Ali/ N -00, A• 00 r10 x�1T , II J�,FF=64-45 i 0=6J.70 -63, 70 -- __ ___ 5 PAD= 63.70 FF =64.45 �10 �"auti� Qri v'ir= 'm GG�w � MEN • - ,. .(Si ©�0►�''�� ���i��..$�a��. ��'t�.�j�� _ �I //������������1� ��� ��� ',,,III - - ,a © ©� ©p ©e �►'►��� -� -'�4�� ooh Y1Y'p. O'�ED• rf a�' • y�a�' C� ►�bOG F. CORAL COVE WAY 14 +00 15 +00 1„ , ® - a v ,. � � - (CONT) BOTANICAL COMMON NAME DETAIL REMARXS - _ r r 54 1. PROJECT A_ PLANT LEGEND cs 1 GAL. 10 OAREX SPISSA SAN DEI6° SEDGE B,H,J FULL POTS NOTE: O 1 SAL. 995 CAREX DIWLSA BERKELEY SEDGE 5)4,J FULL POTS Joe NO. 06 -114 MAML PROVIDE 501E AMEND T AND MULCH AMPLE, ROOT BARRIER SPEG.S ETC. CONTACT O 15 SAL. 69 GEANOTHUS 'JULIE PHELPS' 0EANOTHl5 B,H,J FULL POTS LANDSCAPE ARCHITECT OR HI5 REPRESENTATIVE FOR INSPECTION OF PLANT MATERIAL PRIOR TO EXCA\/ATION BEGINS, FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCO\/ER - CALL DIG ALERT @: SEE 5HEET5 48 -51 1 -9500-221 -2600 FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 -55 PLANTING. LANID5GAPE ARCHITECT OR HIS REPRESENTATIVE SHALL TAG 36 BOX AND LARGER TREES IF 5 GAL. 61 cHONDROPeLOrtuM TSTOR/M CAPE RUSH B)iJ FULL POTS SPECIFIED ON THE PLANS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT TO TAG MATERIAL MIN. I © 5 GAL. 104 (VISTA MURMUROUS ORCHID ROCIKRO5E B,H,J FULL, BUSHY 12" MIN. HEIGHT WEEK PRIOR TO DELIVERY TO SITE. LANDSCAPE ARCHITECT RESERVES RIGHT TO REJECT ANY /ALL PLANT MATERIAL NOT INSPECTED PRIOR TO PLANTING. ® 5 GAL. 155 ELYMUS GONDENSATJS 'CANYON PRINGE' LYME GRASS 13)4,J FULL POTS 2. ANY 5U55TIMION5 INCLUDING SIZE AND SPECIES MUST BE APPROVED BY LANDSCAPE ARCHITECT AND ® 15 6AL. 9 EWALLONIA 'FRADESII' ESGALLONIA ",J FULL POTS CITY OF C4ULA VISTA. (D I SAL. 141 HEMEROGALLIS 'GIANT SUNDIAL' DAYLILY 9,H,.1 ALT, BID BARE ROOT 5. ALL PALM TREES OF THE SAME SPECIES AND ANY FIELD GROWN MATERIAL SHALL BE PURCHASED FROM THE SAME GROWER/14UR5ERY. (9 15 SAL. 495 LISUSTRUM JAPONICA TEXANUM TEXAS PRIVET W-W FULL, BUSHY 15" MIN. HEIGHT 4. INSTALL DEEP ROOT 24" ROOT BARRIERS TO ALL TREES WITHIN 10' OF HARIDSCAPE EXCEPT PALMS. SEE O 5 GAL. 145 LIMONIUM PEREZII SEA LAVENDER S,H,J FULL, BUSHY 15" MIN. HEIGHT DETAIL G SHEET 90/LP -22. 0 1 GAL 945 LIRIOPE M SGARI LILY TURF AH4 FULL POTS 5. PLANT MATERIAL 51=5 ARE PER PROJECT PLANT LEGEND UNLESS OTHERWISE NOTED ON PLANTING, 0 I GAL 14 M UHL.ENBERSIA RISENS DEER SNAGS 5)W FILL POTS PLANS. 0 1 GAL 496 NASELLA TENUI551MA NON 15)4J FILL POTS 6. ALL 36" BOX AND LARGER TREE STAKES TO BE 5" VIA. LOD6EPOLE INSTALLED PER DETAIL F. (3 1 GAL 105 PENNISETUM HAMELN WN 5)4,1 FULL POTS TRJM © SYMBOL SIZE QTY. BOTANICAL COMMON NAME DETAIL REMARKS 15 SAL. 216 PHORMIUM TENAX 'BRONZE BABY NESN ZEALAND FLAX B)-W ALT. 5137 - SPLIT LARGE 5 GAL POT ® 46" BOX 5 JACARANDA MIM051FOLIA .JACARANDA G,F)4 1 -1/4" MIN, VIA. CALIPER- 5TAN17ARD 5 GAL III FHORMIUM TENAX TOM THUHB' NEW ZEALAND FLAX 12" MIN. HEIGHT 4 6" VIA. BASE m 1211 BOX 4 ... ® I SAL. 265 PITT05PORUM TOBIRA 'WHEELERS DWARP' GALLI5T-MON 'LITTLE JOHN' 5011 FULL, BUSHY 9" MIN. HEIGHT ® 24" BOX Cl MAGNOLIA 6RANDIFLORA MAGNOLIA G,F)4 I" MIN. VIA. CALIPER 50X a !, + 15 GAL. 249 PITT05PORUM TOBIRA MOCK ORANGE PITT05PORUM B,F1,J FULL, BUSHY 15" MIN. HEIGHT 446' ® ® 15 GAL. 160 RHAPHIOLL•IS INDICA 'CLARA' INDIA 14AMTHORNE B " PULL, u5HY 12 MIN. HEIGHT 24° BOX 15 METROSIDEROS EXGEL5U5 NEW ZEALAND GHRI5TNA6 Tiff G)`i4 3/4° MIN. DIA. CALIPER SG,• BOX 4 Q 5 6AL. 40 RHUB INTESRIRDIA LEMONADE BERRY W-W FULL, BUSHY 40° BOX 6 (D 5 SAL. 121 P45MARANUS OFFIVNALIS PROSTRATUS' VWAP ROSEMARY FIB ® 24" BOX 65 PINUS GANARIFTI5I9 CANARY ISLAND PINE G,F)E I -I/4° MIN. VIA. CALIPER- TALL 6 NARROW 56, BOX 3 0 5 SAL. 14 SALVIA BER&ARRTEN SALVIA $)4,J X ® 24 BOX 44 PINUS TORREYANA TORREY PINE CFj4 1 -1/4" MIN. DIA. CALIPER ® 15 GAL 165 STFML1771A RESINAE BIRD OF PARADISE B,H,J MIN. 5 MAIN STEMS AND 12" HEIGHT 56 BOX 7 5N 24'50X 4 5TRELITZIA NIGOLAI GIANT BIRD OF PARADISE 5)4,J 46' BOX 2 ColoyR ® 24' BOX 18 PLATANU5 RAGEM05e1 CALIFORNIA SYCAMORE G,F,H GROUND COVER NOTES- CONTRACTOR 15 TO INSTALL V LAYER OF MULCH TO ALL SHRUB AREAS AND I" LAYER TO PLANTER POTS. 2" MIN. DIA. CALIPER- STANDARD 961, BOX 1 DO NOT COVER CROWNS OF PLANT MATERIAL. MULCH TO BE I- I ,4" TilCK IN51DE TRIMISHRIB WELLS. MUL014 15 TO BE A COMBINATION 60% BARK/ 40% CHIP MIX I-& MINUS. ® 24" BOX II QUBRGUS A&RIFOLIA COAST LIVE OAK G,F)i 2" MIN. VIA. CALIPER- STANDARD 36" BOX 4 SYMBOL SIZE QT1°. BOTANICAL COMMON NAME DETAIL SPAGIN6/REMARKS '011 BOX 5 PLUSB AS NEEDED 6AZANIA SPWIEB GAZANIA A 12" O.G. ON SLOPES p 24" BOX 24 LOPHOSTEMON CONFERTUS BRI55ANE BOX G,F)i 1 -1/2" MIN. VIA. GAL - CENTRAL LEADER CLIPPED 15" O.G. FLAT AREA5 96" BOX 4 4511 BOX I C.HU41RT5 FLATS AS NEEDED HYDROSEED MIX VARIES -PER HYDROSE EP MIX A 1611 O.G. 72" BOX I GHARTS 'A' AND B' BELOW SEE HYDR05EED MIX CHARTS BELOW ® 60" 4 "12" BOX 1 4 1 ERYTHRINA GAFFRA CORAL TREE GFH PLUGS AS GAREX DIWLSA BERKELEY BFJ7GE A 6" O.G. ON 5LOPL� COLUMNAR ACCENT ")AM 4 SMALL PATIO TRIES SYMBOL 51ZE QTY. BOTANICAL COMMON NAME DETAIL REMARKS ® 15 6AL. 86 PODOGARPUS 'HENKELI I' 5HRUBBY YMAI PINE F,H FULL, UNIFORM GIRL. - 6'H x I' MIN. WIDTH gOD EDE17 M A5 I MARAT40N TJRF NA X ® 15 GAL. 19 PRUNU5 GAROLINIANA CALIFORNIA LAUREL CHERRY F)4 PULL, UNIFORM GIRD. - 6'H x I' MIN. WIDTH N MIX 'A' , SHRAM ANa wrANGAL NAME In LWA6t6: 6E�IMTION SHRUB NOTES: ALL POTS SHOWN ON PLANS TO BE UNDERPLANTEP WITH PELARSONIUM 4" POTS 0 911 OL. AROUND EDGES, BEE SHRUB PLANS FOR LARGER PLANT AM PMA MLSTACWA SEED 637 Ibdaro so LOCATED IN POT. CONTRACTOR TO VERIFY THAT MAC44 POT 15 ON A SEPERATE IRRIGATION SYSTEM VALVE. SEE CONSTRIJC.TION PLANS FOR INSTALLATION NA MYSAM Sw 4D IWO" 50 DETAILS. SEE DETAIL AH/SHffT LC-92 141413013161A RI6@6 5BD 5A tdaae To SYMBOL SIZE QTY. BOTANICAL CDWON NAME DETAIL REMARKS 0510743PA BATA SM. HOOKEN 5® 4.0 Its/aos w © 15 GAL. 112 AMELIA SRANDIFLORA GLOSSY ASELIA 5,H,J FULL, %U5W 15" MIN. HEIGHT R.JY-+EA ODORATA SEE) 4.0 IWO" 50 0 1 6AL. 614 A&APANTHUS 'RANCHO WHITE LILY-OF-THE-VALLEY 5, 4,J SMALL VARIETY 1 -1/2' HIGH LAST11154A CAUFOR40A SEED &0 50 Q 15 GAL 143 AGAVE ATTENIATA SPINELESS AGAVE W-W FULL POTS I J. SYMBOL SIZE QTY. BOTANICAL COMMON NAME DETAIL REMARXS »+� 15 SAL. 54 DISTGTIS 'RIVERS' NGN K ESP. I SAL. 46 PARTHENOGIYSUS TRIOJSPI12ATA ROYAL TRUMPET VINE ALERT. DI6 ALERT TOLL -FREE NUMBER 15 1 -600 -221 -2600. ESP. v-&& 15 SAL. 19 GOLAND" MAXIMA CUP OF GOLD K ESP. " rqC-vY -SHEET- NOTE. The Hydraaeed mixes "Wiled for Coral Dove do not contain oN InvasNe %xottc species as determined by 0 IS GAL. 145 ALOE STRIATA CORAL ALOE IW-w qualified Biologist or environmental consultant. Both Mjdroseed mixes contain 100% native "I". 6 5 SAL. 49 ANISOZANTHUS PLAVIVUS KA6AR00 PAW B)4,J FULL POTS For question conerning Hydroseed Mix 'A' contact= Hydro - Plant, Inc. - Rob Mc6am (760)144 -'1960 For questions concerning Hydroseed Mix 'B' contact: 545 Seeds, Inc. - Victor Schaff 20 10 0 20 40 60 ® 1 GAL. 41 CAREX BUGHANANII LEATHER LEAF SEDGE 5)41J FULL POTS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE AEEELLALS DESCRIPTION:XXXXXXXX exommatipsD XXXXXXX HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX $*f: • XXX VERTICAL: AS SHOWN ELEVATION: ELEV. XXX DATUM: M.S.L. SCALE: 1'° = 20° CITY OF ENCINITAS PLANNING DEPARTMENT DIG ALERT CALIFORNIA STATE LAW SAYS YOU MUST GALL BEFORE YOU DIG. 6OVERNMENT CODE SECTION 4216 -4216Q STATES THAT "EXCAVATION': REV1510N5 6RADING, TRENGHIN6, 01661N6, 171TG141%, DRILLING AUGURING, TUNNELING, IST CITY Sts. 0I -211-01 9404 GENESEE AVENUE, SUITE 140 LA JOLLA. CALIFORNIA 92037 -1339 APPROVED BY: LANDSCAPE 0I661NG PLUMBING, FENCE P05T OR ANY OTHER WAY. OUR BRD CITY sus. 05 -I0-01 858. 558. 8977 DATE: �Ita I� 5RD CITY BUS. 07 -12 -01 THERE 15 ALSO A 14-DAY WINDOW (SECTION 4216.0) IN WHICH YOU MUST FAX 619 . 558. 9188 COMPLETE THE PROP05M D1661%. IF YOU WILL NEED ADDITIONAL DIG ALERT CALIFORNIA STATE LAW SAYS YOU MUST GALL BEFORE YOU DIG. 6OVERNMENT CODE SECTION 4216 -4216Q STATES THAT "EXCAVATION': REV1510N5 6RADING, TRENGHIN6, 01661N6, 171TG141%, DRILLING AUGURING, TUNNELING, IST CITY Sts. 0I -211-01 9GRAPIN6, GABLE OR PIPE PLOWING, DRIVIN6, FOUNDATION 01661146, LANDSCAPE 0I661NG PLUMBING, FENCE P05T OR ANY OTHER WAY. OUR BRD CITY sus. 05 -I0-01 PERMIT FOR D1661N6 WILL NOT BE VALID WITHOUT A DI6 ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN GOMPLETED. 5RD CITY BUS. 07 -12 -01 THERE 15 ALSO A 14-DAY WINDOW (SECTION 4216.0) IN WHICH YOU MUST MYLAR5 01 -20 -01 COMPLETE THE PROP05M D1661%. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT 15 YOUR RESPONSIBILITY TO RECALL DI6 ALERT. DI6 ALERT TOLL -FREE NUMBER 15 1 -600 -221 -2600. DRAWN MS FOR TITLE SHEET - SEE SKEET 20 Af�ROVED Jf- FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEETS 21 -24 FOR CONSTRUCTION DIMENSION PLANS - SEE 5HEET5 25 -28.1 Joe NO. 06 -114 FOR CONSTRUCTION DETAILS 4 NOTES - SEE SHEETS 211 -55.1 DATE 05 -10 -01 FOR IRRIGATION PLAN- SEE SHEETS 56 -511 5cALl= A5 51-10WN FOR IRRIGATION LEGEND - SEE SHEET 40 FOR IRRIGATION SPECS, NOTES AND DETAILS - SEE SHEETS NOTE: BEFORE ANY 41 -41 EXCA\/ATION BEGINS, FOR PLANTING PLANS: TREES, SHRUBS AND GROUNDCO\/ER - CALL DIG ALERT @: SEE 5HEET5 48 -51 1 -9500-221 -2600 FOR PLANTING DETAILS 4 NOTES - SEE SHEETS 52 -55 CITY OF ENCINITAS: ENGINEERING DRAWING NO. DEPARTMENT TM 03 -090 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: 372 —G PLANTINI PD— CORAL IC VV A (03-OW W 1% ", EIA) 0 tt NIL L 4 6 5 Ob" THICK TILLED PLANTING I OOONGRETE 51DE WALK OR OFROND5 - TIE WITH SINGLE STRAND BED I PREPARED 501E _ 2 PLANT TABLET ° INDIICATED ON NT A5 END OF MAINTENANCPERIOD AT INSTALL 3" THICK MULCH ° s. FIN15H GRADE LAYER PRIOR TO PLANTING ° O ° ° 2 O"BIO BARRIER" OR APPROVED OPALM TRUNK - SEE SPECIFICATIONS 4 CONCRETE CURB OR HARDSCAPE GROUNDGOVER- SEE ! oO ° EQUAL YP. CEINNTTERREED ON TREE � FOR SKINNING _ 6ROUNDGOVER PLANTING . IMPROVEMENT AS INDICATED ON DETAIL. MULCH SHALL BE \ ' \i ° ° ° /\ //\ 04 TERIN6 BA51N IF "HIGH WA PLAN PACIFIC MULCH" BY ���! ° / / /�j\ \�j\ 3 ` SUBGRADE REQUIRED (PERMANENT ON 5LOPE5) OCONCRETE MOW STRIP OR I 6REENNUtYS ENVIRONMENTAL 1'f �� �_ A \f� BAGKFILL MIX - 100% WASHED HARD5CAPE IMPROVEMENT A5 444- 380 -8301. f a , ���� ° ° `� \ \ PLANTS PER PLAN 4 - -_ - - ', \f/ l-- � ,r\ \ ®SAND INDICATED ON PLAN 3 FINISH GRADE // �fti \ \� /.r r\ g %/ tlfr j�i . / \/j 8IMPROVEMENT CONCRETE CURB OR HARD5GAPE 6 PLANT PER PLAN 2 4 AMENDED 501E �a�f \ %j /�1� \ \ \r / \ \� / \ \� A5 INDICATED ON I s UNDISTURBED NATIVE SOIL PLAN \ \ \• \/ FINISH GRADE AT SLOPE a . ► FULL O.C. SPACING PER PLAN S s UNDISTURBED D NATIVE %/ /�� %/ j� \ \ \ \r���/ A�LLTREES WITHIN 5' OF ANY 2 10 9 FINISH GRADE OWTION �'ltif\ r \�/ CL WALK, CURB, DRIVE, BUILDING o 801'1 x O.G. SPACING PER PLANT OF TREE UTILITY OR HAR05CAM ELEMENT v S PLANT TABLETS (SEE 8 7 LEGEND AT EDGE OF PLANTING I SHALL RECEIVE 20 LINEAR FEET w SPECIFICATIONS) AREA 10' 10' OF ROOT BARRIER CENTERED AT > B — z n — , l I I!J =1fi= it {_!II - - - r r EACH TREE. " ROOTBALL PLAN 3" APPROVED MULCH LAYER 10 Q 4" ROD B LACK GRATE BY NDs n 4 r+ I 6 2 5 4" PERFORATED DRAIN PIPE =1 i i=l 11= 1, If 11 = 1 WRAPPED W/ FILTER FABRIC PEA GRAVEL s 4 4 Q i ' - "i I1, III .,�, •n -11r -- -� I. `!! 111 ,II I,_ � II SirGTION � ��� 5 5 12 "DIA. o` m I2 PLAN S 6ROUNVCOYER PLANTIN6 T.. MULCH LA1'hwR c ROOT BARRIER oo I InLM PLA�NTIN6 T.. PREYAILIN6 WIND TREE TRUNK 85EE TR EE TRUNK 3 I " VINYL H05E COVER I ROOTBALL SHRUB BPL�ANTTRIN�6 DETAIL LANTITTAI PIPE (I PER WIITE PVC, 2 GROIN I" ABOVE FINISH GRADE 4 3 I 4 5 I mm '( RE) 3 FIN15H GRADE Q OVINYL TREE TIE - L15E W (D VINYL TREE TIE - USE O 3 10 GAUGE MIN. GAL. GUY PLAN Q �i1 Q "CINCH- BELT" TREE TIE BY PLAN Q ® "CINCH- BELT" TREE TIE BY V.I.T oHIRE (5 REQUIRED PER TREE) 4 FIN15H GRADE AT SLOPE Vv D V.I.T. PRODUGT5 (2 Q Q� Q 0 PRODUCTS (4 REQUIRED) Q� -r 11 a 5 2 12 1 s Q Q REQUIRED) (800)124 -1514 Q O (800) 124 -1514 Q 05EE TREE AND SHRUB s BAGKFILL MIX (SEE NOTES) $ 4 2" VIA. x 10' LOD6E POLE .a O 2" VIA. x 10' LODGE POLE 2 I D Q Q PLANTING DETAIL FOR ry Q ® ® Q REQUIREMENTS 6 PLANT TABLETS (SEE NOTES) - PINE STAKE ON WINDWARD PINE STAKES. TIE TREE TRUNK SIDE OF TREE b" ABOVE BENDING MOMENT Q O 045 DEG. MIN., 60 DEG. MAX. FIN15H SURFACE OF PAVED AREA OF TREE. TIE SHOULD PROVIDE 1 5 FINISH GRADE FLEXIBILITY OF TRUNK BUT NOT Q OSxbxlb CONCRETE BLOCK 8 4" HIGH WATERING BASIN. RAKE ALLOW RUBBING OF TAiik B DEADMAN SMOOTH AFTER INITIAL DEEP 17 6 4" HIGH WATERING BASIN AGAINST STAKE. OUT STAKES IRRIGATION. (PERMANENT ON 4 (PERMANENT ON SLOPES) 4 OFF b" ABOVE TIES. O4" HIGHNWAT RING BASIN { - SLOPES) 2 OINSTALL ARBOR GUARD w OFIN15H GRADE M�a 3" BARK MULCH LAYER 8 AT THE BASE OF TREE IF i 2 OINSTALL ARBOR GUARD AT I ! IN LAWN AREA j 04" HIGH WATERING BA51N. THE BASE OF TREE IF IN { ! ! .: I {= to BARK MULCH SHALL BE PULLED 5 RAKE SMOOTH AFTER DEEP 2 LAWN AREA I _ I t - AWAY FROM BASE OF TREE/SHRUB b 0CRAVE IF PLANTED ON 5 IRRIGATION (PERMANENT ON ! 1-- - ! A MIN. OF b" III I_ ,I -� = 1 ,i (!I I !. SLOPE CONDITION. SLOPE 5LOPE5) 7 NOTE: GUY TREES AT THE 2:1 MAXIMUM b `r D1 SCAPE ARCHITECT o 2xROOTBALL DIAMETER II AEI BARRIER WHERE - NOTE: FOR CITY OF - OBINSTALL SE F TR'� IF IN LLA AT 5 N� T10N ,I Ill–F-111 I MU1111 , DOUBLE -1 AREA 12 INSTALL ARBOR GUARD AT THE OF THE v I I I III I' I =111- STAKE ALL TREES I i is e '-1`� I�I _ b 4 BASE OF TREE IF IN LAWN AREA EXCEPT GUPRE55U5 i i� ! ( a III a 11Ti I i_ NOTE: FOR VTY of Mu�1ErA, _ — 1 I 1 SEMPERViRENS WIRE i , 1- DOUBLE STAKE ALL TREES I ; — I -i : $ NOTE: li l� I III SINGLE STAKE ONLY f _ EXCEPT GUPRE55U5 WHERE TREES ARE PLANTED IN APPLIES (( -I -, SEMPERVIREN5 WHERE SINGLE TURF AREAS, CONTRACTOR SHALL STAKE ONLY APPLIES I , ! 1 , i-; REMOVE TURF A MIN. OF 12" VIA. 1._ I f � — ( NSALN R INSTALL A A THE AT THE BASE OF THE TRUNK. SECTION `I MTREE S I N6Lr STACK I N6 TREE STAK I N6 mr: GUY I N6 T _ mE A sHRuB PLANT I N6 N.T� rwr -�v¢ wr�s 17) AIL LEGEND DETAIL LI=6PNfl �� =TbIL 1 DETAIL '��I� O 2" VIA. X 10' LDGEPOLE PINE I OVINE ATTACHED TO TRELLIS W/ I LAWN STAKES (2 REQ'D)- STAKES ®BAGKFILL MIX - SEE VINYL PLANT TIES SHOULD PARALLEL PLANTING SPECIFICATIONS 2 SHOVEL GUT EDGE AT 45 DEGREE TOP OR TOE SLOPE. TIE TREE ! 2�4" DEEP BA51N (PERMANENT 2 NURSERY STAKES TO BE REMOVED BEVEL/AN6LE TRUNK b" ABOVE BENDING 5 ON SLOPES) g NT OFF TREE. x �r OF BUILDING SURFACE 0 PLANTING i5EA ON L COLOR ��NDSCAPF TRUNK, BUT NOT ALLOW OPLANTING TABLETS- SEE 4 GROWN - I" ABOVE FIN15H GRADE p attersoq ,9 b RUBBING OF TRUNK AGAINST SPECIFICATIONS 3 g@, Q ,� p� STAKE. GUT STAKES OFF b" ! 1 ® B 4" HIGH WATERING BA51N Z Q ABOVE TIES. -) 4 PLANTING BAGKFILL (SEE (PERMANENT ON SLOPES) ?'' SPECIFICATIONS FOR MIX) �' 0 V I 1 PUDDLE AND SETTLE TO 1 6 PLANT TABLETS -' -' -4 a I 2 AL NOT REMOVE PRUNE GROWTH i , SET PLANT AT FINISH ALONG TRUNK. PRUNE ro f I, =, 1 2 3 O REDUCE GROWN WEIGHT WHEN I ! —I I ! =i I ! GRAVE 2 � FINISH GRADE -Q _ i 1- e NECESSARY ! -! =' =1 ! 8 BAGKFILL MIX (SEE � W 5 2 ® 2 !�!; OPMINISHIMESLOPE,2:1 l9 � VINYL TREE TIE - USE I M I =_I! 1 -(' 5PEGIFICAT10N5) "CINCH -BELT" BY V.I.T. PRODUCTS (2 REQUIRED) i -{ { 1 ! (= a UNDISTURBED NATIVE 501L 4 24" MIN. ! ICI `III !f l l` i 5 ROOTBALL u_ s y , •': �,; �' ��, I to ' i l l i i l�i ; l „_ n._ , REV151 ®NS s ' z, 3� S %�s I I I c 1 I, ,— i' PLANT TABLETS, SEE 111-1 ! !__ v •Y� I I ! 1- NOTE: -{ 14 -! 1 ! -1 { I=i � I , III sr clrr sue. of -a9 -o SPECIFICATIONS? ALTERNATE METHOD OF I ,!1 10 =1 I I q 10 6 �. ! ;I i!`- h i! 3 4 ATTACHMENT, VINE SHALL BE sRV C1T� sue. os -lo -o ATTACHED TO SURFACE OF - 5RD c17r sue. o -12-01 SLOPE PLANTINGS PER PLAN _ I FREESTANDING MASONRY WALLS —III I 1 =_ TREE TRUNK - W/ CLEAR EPDXY VINE TIES, DO 4 _ b NOT ATTACH VINES TO BUILDING NrrLARS o t -zo -o r 'i I I 1 —I I 8 R.0 ®TRACE 2X R00T8ALL DIAMETL-R 8 4.;: ._r - -I TOP OF SLOPE , I 1O STAKE TOOVED OUT I OF I y { I ROOTBALL AND INSTALLED b" 1 i® TOE OF SLOPE NOTE: q FROM BUILDING DRAWN me, -III- III =111= (= III = III =III —! II CUT SLOPE TO BE PLANTED W/ ALL PLANT BASINS 5HALL RECEIVE A 5" { ! ({ ! { { I TOP OF WATERING BASIN TO BE APPROVE° JP - III —III — PLANT MATERIAL. SLOPE 2:1 DEEP LAYER OF APPROVED MULCH. H, i !" MIN. b" BELOW FIN15HED FLOOR OF MAXIMUM BUILDING PLAN VIEW q 5> =GTION VIEW 2xROOTBALL DIAMETER Joe NO. 06 -114 DATE 05 -10 -CT • SCALE AS SHOWN TREE PLANTIN6 /STA�K%5 ON SLOP T. SHRUB PLA�NTIN6 ON SLOPr T. VINE mA�NTIN6 � SHOVEL CUT LA AN E06E NOTE: BEFORE AN'` EXCAVATION EEOIN5, CALL DIG ALERT 1 -800 -227 -2600 REVISIONS APPROVED DATE .REFERS CES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF E N C I N ITAS : ENGINEERING DRAWING NO. S- • t0l(g DESCRIPTION:XXXXXXXX p0mm8AE"MI) ti 9404 GENESEE AVENUE, SUITE 140 DEPARTMENT Tm 03 -040 xxxxxxx HORIZONTAL: AS SHOWN I ® LA JOLLA, CALIFORNIA 92037 -1339 APPROVED BY: � 3 %--_G LOCATION: XXXXXXXXX m.. 114 -M - 858. 558. 8977 LANDSCAPE CONSTRUCTION DOCUMENTS FOR: xxx VERTICAL: AS SHOWN PLANTING DETAILS! L1ACTE: 0 0 FAX 819 . 558 . 9188 (03- 0901M, DR CDP. S4) ELEVATION: ELEV. XXX DATUM: M.S.L. DATE: ®��� ®�� LP ®5 SHEET J'j OF FLANTI NC NOTES I.) A.THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. B. QUANTITIE5 5HONN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. G. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS 5HONN. 2.) LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, INHERE NEEDS ARE PRESENT, PER MANUFAC7URER'5 SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION NORK. NEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROGEEDING WITH NORK. 5.) LANDSCAPE CONTRACTOR SHALL SUBMIT A 501L ANALY515 REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING NORK. 4.) PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE THOROUGHLY SOAKED. 5.) ALL AREAS TO BE PLANTED, NHICH HAVE A SLOPE OF LF-55 THAN 10%, SHALL BE GR055- RIPPED TO A DEPTH OF 51X (6") INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIE5 PROVIDED FOR BID PURPOSES ONLY. ALL QUANTITIES AND SPECIFICATIONS SHALL BE 5UPERCEDED BY THE SOILS REPORT): A. 5 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS B. 100 POUNDS AGRICULTURAL GYPSUM G. 15 POUNDS IRON SULFATE D. 25 POUNDS 16 -6 -8 SLOW RELEASE FERTILIZER 6.) EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOWS: A. ROOTED GUTTIN5/4" POT - (1) 5 GRAM B. I GAL. CONTAINER - (1) 21 GRAM G. 5 GAL. CONTAINER - (3) 21 GRAM D. 15 GAL. CONTAINER - (5) 21 GRAM E. BOX TREE - (1) 21 GRAM PER 3" BOX 51ZE -1.) PLANT BAGK FILL SHALL BE 50`30 SITE SOIL, AND 50% NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME. 8.) PLANT PITS SHALL BE TNIGE THE SIZE OF THE DESIGNATED NURSERY CONTAINER. OQ PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF TNO YEARS. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES AND PESTS. 10.) STAKE ALL TREES AS 5HONN ON THE DETAILS PROVIDED. I1.) REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES. I2.) PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12 ") INCHES OF SPRINKLER HEADS. 13.) SHRUBS 5HONN IN PLANT AREAS SHALL BE UNDER - PLANTED WITH GROUND COVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT STEM. 14.) LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM ALL BUILDINGS, STRUCTURES, AND WALLS. 15.) FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR 5TANDIN& WATER. FINISHED GRADES SHALL BE ONE (1) INCH BELON THE TOP OF GUR55, 51LL5, AND NALKNAYS IN ALL AREAS. WHERE 50D IS LAID NEXT TO THESE IMPROVEMENTS - FINISH GRADE BEFORE LAYING 500 SHALL BE 1 -1/2" BELON THE TOP. 16.) THE LANDSCAPE CONTRACTOR SHALL LEAVE 51TE IN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS, 1i.) LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A-PERIOD OF NINETY (q0) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT GLEAN, WATERED, AND NEED FREE. 18.) AT COMPLETION OF ALL NORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF NORK ARE COMPLETED. NORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP MANNER. ALL NORK MUST BE ACCEPTED BY THE OWNER IN NRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF NORK: A. DAILY WATERING OF ALL PLANT MATERIAL. B. WEEKLY MON1NO OF ALL TURF AREAS. G. WEEDING AND REMOVAL OF ALL NEEDS FROM GROUND COVER AREAS. D. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. E. FILLING AND REPLANTING OF ANY LON AREAS NHIGH MAY CAUSE STANDING WATER. F. ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING SYSTEM. G. FILLING AND RECOMPACTION OF ERODED AREAS. H. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. I. AT 30 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO LAWN AREAS AT THE RATE OF 5 LB5. PER 1,000 5OUARE FEET. J. AT 90 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, BEST FERTILIZER COMPANY 16 -6 -8 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 L55. PER 1,000 SQUARE FEET TO LAWN AREAS AND PLANTING AREAS. ICI.) PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH. THE CITY OF ESCONDIDO REPRESENTATIVE MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. 20.) ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF SIXTY ((00) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF NINETY (GO) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. 21.) THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF NR17TEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, NHIGH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE REVISIONS APPROVED DATE .REFERENCES DATE BENCH MARK SCALE •�'�4 O•I DESCRIPTION,:XXXXXXXX XXXXXXX }HORIZONTAL: AS SHOWN LOCATION: XXXXXXXXX XXX VERTICAL: AS SHOWN ELEVATION: ELEV: XXX DATUM: M.S.L. PROJECT 1. AD 1. _-onm n is TO ilmrin - i. I _i Y r..w ML'Atb LM= PROVIDE SOIL AMENDMENT AND MULCH SAMPLE, ROOT BARRIER SPEC.'S ETC. CONTACT LANDSCAPE ARCHITECT OR H15 REPRESENTATIVE FOR INSPECTION OF PLANT MATERIAL PRIOR TO BE I- I #" THICK INSIDE TREE/SHRUB WELL5. MULCH 15 TO PLANTING. LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE SHALL TAG 36" BOX AND LARGER TREES IF SPECIFIED ON THE PLANS. CONTRACTOR SHALL NOTIFY LAND50APE ARCHITECT TO TA6 MATERIAL MIN. I WEEK PRIOR To DELIVERY To SITE. LANDSCAPE ARCHITECT RESERVES RIGHT TO REJECT ANY /ALL PLANT MATERIAL NOT INSPECTED PRIOR TO PLANTING. SYMBOL SIZE 15' O.C. FLAT AREAS 2. ANY SUBSTITUTIONS INCLUDING SIZE AND SPECIES MUST BE APPROVED BY LANDSCAPE ARCHITECT AND CITY OF CHULA VISTA. v6V4 I GAL. 31 PARTHENOCISSUS TRIGUSPIDATA ROYAL TRUMPET VINE ESP. 3. ALL PALM TREES OF THE SAME SPECIES AND ANY FIELD 6ROWN MATERIAL SHALL BE PURCHASED FROM THE SAME 6ROWERMURSERY. MYORCNYD MIX °A' PNDR03RD MIX w 4. INSTALL DEEP ROOT 24" ROOT BARRIERS TO ALL TREES WITHIN 10' OF HARDWARE EXCEPT PALMS. SEE DETAIL C SHEET el0/LP -22. 5. PLANT MATERIAL SIZES ARE PER PROJECT PLANT LEGEND UNLESS OTHERWISE NOTED ON PLANTING PLANS. 6. ALL 36" BOX AND LARGER TREE STAKES TO BE 5" VIA. LOD6EPOLE INSTALLED PER DETAIL F. TRIM SYMBOL SIZE QTY. BOTANICAL COMMON NAME DETAIL REMARKS 48" BOX 6 JACARANDA MIMOSIFOLIA JACARANDA CFH 1 -1/4" MIN. CIA. CALIPER- STANDARD ia" BOx 4 ® MAGNOLIA SRANDIPLORA MAGNOLIA GFH I" MIN. VIA. CALIPER 36" BOX 5 ® 24" BOX 15 ME7RD51VER05 EXGELSUS NEW ZEALAND GHRISTMA GFH 5/4" MIN. VIA. CALIPER 56" BOX 12 ® 24" BOX 61 PINUS CANARIEN515 CANARY ISLAND PINE CFH 1 -1/4" MIN. CIA. CALIPER- TALL 8 NARROW 56" Box 21 © 24" BOX 45 PINUS TORREYANA TORREY PINE GFH 1-1/4" MIN. CIA. CALIPER 56" BOX 9 ® 24" BOX 16 PLATAM S RAGEMOSA CALIFORNIA SYCAMORE GFH 2" MIN. CIA. CALIPER- STANDARD 56" BOX 7 24" BOX 2 Cd, JERGIY A6RIFOLIA COAST LIVE OAK ® CFH 2" MIN. VIA. CALIPER- STANDARD 56" Box 6 III 22W BOX 25 TRISTANIA LAURINA TRISTANIA Cr-,H 1 -1/2" MIN. CIA. GAL- CENTRAL LEADER CLIPPED 12" BOX I COLUMNAR ACCLNT SHRUM 3 SMALL PATIO TR !M SYMBOL SIZE QTY. BOTANICAL COMMON NAME DETAIL REMARKS ® 15 SAL. 86 POOOCARPUS 'HENKELII' SHRUBBY YEN PINE FH FULL, UNIFORM GIRO. - 6'H x I' MIN. WIDTH ® IS 6AL. 19 PRUrA/t CAROLINIAHA CALIFORNIA LAUREL CHERRY FH FULL, UNIFORM GIRD. - 6'H x I' MIN. WIDTH SHRUM ANV ISRASM SHRUB NOTES: ALL POT'S SHOWN ON PLANS TO BE UNDERPLANTED WITH PELARGONIUM 4" POTS 0 9" O.G. AROUND EDGES. SEE SHRUB PLANS FOR LARGER PLANT LOCATED IN POT. CONTRACTOR TO VERIFY THAT EACH POT 15 ON A SEPERATE IRRiOATTON SYSYEM VALVE. SEE CONSTRUCTION PLANS FOR INSTALLATION DETAILS. SEE DETAIL AH/SHEET LC-S2 SYMBOL SIZE QTY. BOTANICAL COMMON NAME DETAIL REMARKS /O 15 GAL. 112 ABELIA SRANOIFLORA SL055Y ABELIA BH,J FULL, BUSHY 15" MIN. HE16HT ® 1 GAL. 102 A6APANTHUS 'RANCHO WHITE' LILY -OP- THE - VALLEY BH,J SMALL VARIETY 1 -1 /2' HIGH Q 15 GAL. 149 AGAVE ATTENJATA SPINELESS AGAVE 1311,11.1 FULL POTS ® 5 SAL. 49 ANISOZANTHUS PLAVIOU9 KA&AR00 PAW BH11 FULL POTS 0 1 GAL. 41 CAREX BUGHANANH LEATHER LEAF SEDGE BH,J FULL POTS cs I GAL. 52 C.AREX 5PISSA - SAN DEISO SEDGE BH,J FULL POTS G 1 GAL. 1052 CAREX DIVULSA BERKELY SEV6E BH,J FULL POTS O 15 GAL. 76 CEANOTHUS 'JULIE PHELPS' GEANOTHYa ISHII FULL POTS © 5 GAL. 15 C IONDROPELATUM TECTORUM GAPE RUSH BH,J FULL POTS © 5 SAL. 114 C15TUS PURPURB)5 ORCHID ROC40R05E BH,J FULL, BUSHY 12" MIN. HEIGHT 5 SAL. 121 ELYMUS CONDENSATUS 'CANYON PRINCE' LYME CRASS BH,J FULL POTS 0 15 GAL. 9 ESCALLONIA TWAVESII' E5CALLONIA BHJ FULL POTS CD 1 GAL. 141 HEMEROCALLIS '61ANT SUNDIAL' DAYLILY BH,J ALT. BID BARE ROOT 9 15 GAL. 485 LI6U5TRUM JAPONICA TEXANUM TEXAS PRIVET ISH J FULL, MUSHY 15" MIN. HEIGHT 0 5 GAL. 159 LIMONIUM PEREZII SEA LAVENDER BH,J FULL, BUSHY 15" MIN. HEIGHT O I GAL 557 LIRIOPE MUSCARI LILY TURF 5,141.1 FULL POTS ® I GAL 15 1-1UHLENBER6IA RISENS DEER 6RAS5 BH.J FULL POTS O I GAL 452 NASELLA TENUISSIMA NCN BH,J FULL POT'S w I GAL 115 ft- WISETUM HAMELN NCN BH,J FULL POTS © 15 6AL. 298 PHORMIUM TENAX 'BRONZE BABY' NEW ZEALAND FLAX BH,J ALT. BID - SPLIT LARGE 5 6AL POTS ® 5 GAL. W? PHORMIUM TENAX TOM THUMB' HEN ZEALAND FLAX 12" MIN. HEIGHT d 6" CIA. BASE ® 16AL. 289 PITT05PORUM TOBIRA'WHEELERS DWARF' CALLI5TEMON 'LITTLE JOHN' BH,J FULL BUSHY 9" MIN. HEISHT 15 GAL. 245 PITTOSPORUM TOBIRA MOCK ORANGE PITTOSPORAM BH,J PULL, BUSHY 15" MIN. HEIGHT Q 15 GAL. 190 RHAPHIOLEPI5 INDICA 'CLARA' INDIA HAWTHORFE FULL, MUSHY 12" MIN. HEIGHT R" 5 GAL. 41 RHU5 INTE&RIFLOIA LEMONADE BERRY 5,14,1 FULL., BUSHY ® 5 GAL. 15 R05MARINUS OFFICINALIS 'PROSTRATUS' OWAF ROSEMARY FB ® 5 GAL. 51 SALVIA BER6ARRTTTI SALVIA BH,J X tq ?� ® 15 GAL. 204 STRELITZIA RESINAE BIRD OF PARADISE BH,J MIN. 5 MAIN STEMS AND 12" HEIGHT SROUND COVER NOTES. CONTRACTOR 15 TO INSTALL 2" LAYER OF MULCH TO ALL SHRUB AREAS AND I" LAYER TO PLANTER POTS. DO NOT COVER DROWNS OF PLANT MATERIAL. MULCH TO BE I- I #" THICK INSIDE TREE/SHRUB WELL5. MULCH 15 TO BE A COMBINATION 60% BARK/ 40% CHIP MIX IA' MINUS. For questions conerning Hydroseed Mix 'A' contact: Hydro- Plant, Ina. - Rob McCcmn (760)744 -7560 SYMBOL SIZE QTY. BOTANICAL COMMON NAME DETAIL 5PACIN61R5MARKS PLU65 AS NEEDED 6AZANIA SPECIES Lj 6AZANIA A 12" oz. ON SLOPES SYMBOL SIZE 15' O.C. FLAT AREAS CHARTS FLATS AS NEEDED HYCROSEED MIX VARIES -PER HYVROSEED MIX A 1600.01 CHARTS 'A' AND V BELOW SEE HYDRO5EED MIX CHART'5 BELOW v6V4 I GAL. 31 PARTHENOCISSUS TRIGUSPIDATA ROYAL TRUMPET VINE ESP. SOD AS NEEDED MARATHON It TURF NA X MYORCNYD MIX °A' PNDR03RD MIX w ME F>,1 F. m,j NOTE: The Hydro5eed mixes speelfied for Coral Cove do not contain mg ImrmNO /exotic epodes as determined by 5RD CITY SUB. quail bd Biologist or environmental consultant. Both hydroseed mixes contain 100% native "109. ENCINITAS PLANNING DEPARTMENT For questions conerning Hydroseed Mix 'A' contact: Hydro- Plant, Ina. - Rob McCcmn (760)744 -7560 _ For questions concerning Hydroseed Mix 'B' contact: 545 Seeds, Inc. - Victor Schaff VINCS BY• SYMBOL SIZE QTY. BOTANICAL COMMON NAME DETAIL REMARKS wr. 15 SAL. 54 DISTIGTIS'RIVERS' NCN K ESP. v6V4 I GAL. 31 PARTHENOCISSUS TRIGUSPIDATA ROYAL TRUMPET VINE ESP. 15 GAL. 19 SOLANDRA MAXIMA GAP OF SOLD K ESP. APPROVAC5 OI- 29 -O-1 5RD CITY SUB. CITY OF ENCINITAS PLANNING DEPARTMENT 0'7- 12 -0-T MYLARS I, 9404 GENESEE AVENUE, SUITE 140 APPROVED BY• JOLLA, CALIFORNIA 92037 -1339 MS APPROVErP aymLA • 858. 558. 8977 JOB NO. 06 -114 DATE ,sue, FAX 619.658. 9188 � A5 SHOWN DATE: CITY OF ENCINITAS: LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CORAL COVE REVISIONS IST CITY SUB. OI- 29 -O-1 5RD CITY SUB. 05 -10 -01 .5RV CITY SUB. 0'7- 12 -0-T MYLARS 01 -20 -01 DRAWN MS APPROVErP JP JOB NO. 06 -114 DATE 05 -10 -0? 50ALE A5 SHOWN NOTE: :,BEFORE ANY EXCAVATION BEGINS, GALL DIG ALERT -800- 227 -2600 ENGINEERING DEPARTMENT LP-6 DRAWING NO. TU 03-090 -57Z -G (03 - 0407114 DR COP. ERA) SHEET 53 OF M A 1(491_140 3l1.r 1.) v 1" i i L"a ♦� v s.� i, IMP SIZING CALCULATIONS %J114-11 1V1 VV J-L-17 IMP MAP SCALE 111=60' RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE SURROUNDING GRADE i,- 30 MIL VISCUEEN LINER PERFORATED i "ii`ir`p "p "p"L "p "�i LATERAL " \\'�`'':�Oj; °�0000000O0OGOLOGJ' • PERFORATED TIE 6" PIPE • RISER DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL (CAREX PANSA - CALIFORNIA MEADOW SEDGE PER LANDSCAPE PLANS) ATTRIUM GRATE INLET MULCH HARDWOOD C F10 E �-i /­ S0R1 �p�ir0�0�0 /O /���' ✓r *SEE NOTE BELOW 2-3" 0 318- GRAVEL /`�0 � /JiiJOJ ✓ /pi • w .... • OVER PIPE ✓i . /r./ //✓T /i /i /i / ?liri�i�0, Ji 0. /id /i L CRUSHED ROCK 4" PERFORATED PIPE LATERAL TIE 6" PVC PIPE TO STORMDRAIN SYSTEM * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THEN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH AND 20 -309 TOPSOIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 49 OF THE IMPERVIOUS AREA DRAINING TO IT. BIORETENTION DETAIL FOR IMP. NOT TO SCALE NOTES: - PERFORATED PIPE TO BE WRAPPED IN FILTER SOCK MIRAFI 140N OR EQUIVALENT -PIPE PERFORATIONS TO BE PLACED DOWN -PLACE IMPERMEABLE LINER AT THE BOTTOM AND SIDES OF SAND /COMPOST MIX -BEGIN PERFORATED PIPE TO SOLID PIPE TRANSITION 1' BEFORE IMPERMEABLE LINER -ALL END RUNS OF PERFORATED PIPE TO HAVE ENDCAPS -4" PERFORATED PIPE LATERALS TO BE PLACED PERPENDICULAR TO 6" PVC PIPE AT 20' INTERVALS ;I I E I Thicken section as needed to conform to sidewalk grade while still maintaining - 1/4 ":1' grade of outlet floor below PRIVATE DRAIN DATA (D BEARING /DELTA SURFACE DMA DMA AREA DMA 85TH PERCENTILE 85TH RECOMMEN MWSUNIT MINIMUM DMA NAME IMP TYPE TYPE AREA (AC) RUNOFF VOLUME PERCENTILE DED MWS CAPACITY SURFACE AREA 152mm (6� O.C. 51.29' 6" PVC SCH 40 (SQFT* N 74'5957" E FACTOR (CU FT) FLOW (CFS) UNIT ^ 1 N 15'00'03" W (SQ FT) 21.81' 6" PVC SCH 40 PERVIOUS 18,140 0.4 0.1 98 0.01 1 N 74'5954" E 12+22.00 39. 7" 1 MODULAR INTERSECTION OF RAWTREE DR. AND SANFORD DR. YES y p 8.00' 60.59 MWS -L -17 0.206 o+ ! 12+90.20 �9 WETLANDS CORAL COVE WAY 11.00' 61.65 62.54 '`r IMPERVIOUS 36;953 0.8 1 2002 0.17 YES VULCAN AVENUE = PERVIOUS 40,496 0.9 0.1 219 0.02 2 MODULAR YES ASHBURY STREET 9.00' 54.25 55.01 54.43 MWS -L -17 0.206 WETLANDS IMPERVIOUS 39,216 0.9 1 2124 0.18 PERVIOUS 21,653 0.5 0.1 117 0.01 3 MODULAR MWS -L -19 0.236 - WETLANDS IMPERVIOUS 43,912 1.0 1 2379 0.20 PERVIOUS 75,166 1.726 0.1 407 0.03 4 BIORETENTION - 3833 IMPERVIOUS 88,298 2.027 1 4783 0.41 PERVIOUS 31,467 0.7 0.1 170 0.01 MODULAR 5 WETLANDS MWS -L -17 0.206 - IMPERVIOUS 38,990 0.9 1 2112 0.18 PERVIOUS 11,306 0.26 0.1 61 0.01 6 BIORETENTION 586 IMPERVIOUS 13,527 0.31 1 733 0.06 NOT FEASIBLE PERVIOUS 0 0.00 7 TO TREAT IMPERVIOUS 3,167 0.07 RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE SURROUNDING GRADE i,- 30 MIL VISCUEEN LINER PERFORATED i "ii`ir`p "p "p"L "p "�i LATERAL " \\'�`'':�Oj; °�0000000O0OGOLOGJ' • PERFORATED TIE 6" PIPE • RISER DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL (CAREX PANSA - CALIFORNIA MEADOW SEDGE PER LANDSCAPE PLANS) ATTRIUM GRATE INLET MULCH HARDWOOD C F10 E �-i /­ S0R1 �p�ir0�0�0 /O /���' ✓r *SEE NOTE BELOW 2-3" 0 318- GRAVEL /`�0 � /JiiJOJ ✓ /pi • w .... • OVER PIPE ✓i . /r./ //✓T /i /i /i / ?liri�i�0, Ji 0. /id /i L CRUSHED ROCK 4" PERFORATED PIPE LATERAL TIE 6" PVC PIPE TO STORMDRAIN SYSTEM * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THEN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH AND 20 -309 TOPSOIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 49 OF THE IMPERVIOUS AREA DRAINING TO IT. BIORETENTION DETAIL FOR IMP. NOT TO SCALE NOTES: - PERFORATED PIPE TO BE WRAPPED IN FILTER SOCK MIRAFI 140N OR EQUIVALENT -PIPE PERFORATIONS TO BE PLACED DOWN -PLACE IMPERMEABLE LINER AT THE BOTTOM AND SIDES OF SAND /COMPOST MIX -BEGIN PERFORATED PIPE TO SOLID PIPE TRANSITION 1' BEFORE IMPERMEABLE LINER -ALL END RUNS OF PERFORATED PIPE TO HAVE ENDCAPS -4" PERFORATED PIPE LATERALS TO BE PLACED PERPENDICULAR TO 6" PVC PIPE AT 20' INTERVALS ;I I E I Thicken section as needed to conform to sidewalk grade while still maintaining - 1/4 ":1' grade of outlet floor below PRIVATE DRAIN DATA (D BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'5954" E LOCATION 121.50' 6" PVC ESH 40 2 N 70'42'49" E CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT 91.83' 6" PVC SCh 40 3 N 55'51'18" E ® NEW SHEET 54 62.97' 6" PVC SCH 40 4 N 31'44'14" E 152mm (6� O.C. 51.29' 6" PVC SCH 40 5 N 74'5957" E 76mm (3 "� I�- 35.37' 6" PVC SCH 40 6 1 N 15'00'03" W ,? 21.81' 6" PVC SCH 40 7 N 5716'14" W dmcp 3033' 4" PVC SCH 40 8 1 N 74'5954" E 12+22.00 39. 7" ¢' PVC SCH 40 OLVEAfT (MELDED 3-0IM7Y CORAL COVE WAY SEE SHEET 11 FOR PRIVATE IMPROVEMENTS ASHBURY STREET SEE DWG 372 -1 FOR IMPROVEMENTS Er- Ef- 3( #4) ® 152mm En O.C. both ways Anchor r itinuous LOCAL LOCATION LENGTH ELEV. n ELEV CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT 76mm (3 ") X 76mm 10+68.14 } 1 oA ® NEW SHEET 54 d E E I Anchor #13( #4) 0 152mm (6� O.C. jA Monoli Monoli 60.95 60.37 4" 76mm (3 "� I�- A� v "' 3 i•I r E iv ^'� Weld ,? 76mm (3 I ---I {� E E o. dmcp �� #16( #5) Bar 4" ` N 12+22.00 �if4l INTERSECTION OF RAWTREE DR. AND SANFORD DR. YES y p 8.00' 60.59 61.33 ( o+ ! 12+90.20 L- 152mm (6 °) is shown on plans PLAN B See Anchor Detail 113( #4) 0 152mm (6� O.C. bott tays continuous i 1 /471' Since- Elev. shown n ? 1 on plans (Outlet) B E E E ROW 5' COVER WITH 3" COBBLE EARTHEN CHECK DAM\ 18" min. CHECK DAM DETAIL NOT TO SCALE SEE SHEET 3 FOR LOCATION LOT 76 EXISTING GROUND PER 4, LANDSCAPE MIN WATER QUALITY BASIN, PLANS WIDTH VARIES VEGETATION r PER LANDSCAPE PLANS LINER WIDTH �IORETENTION PER DETAIL ON HIS SHEET) LINER ,r6 PERFORATED d PIPE -_ -_� VARIES SECTION DMA 4 NOT TO SCALE EXISTING PROPERTY LINE LOT 70 7, WATER QUALITY 4, BASIN WIDTH VARIES MEANDERING IORETENTION SIDEWALK VEGETATION PER- PER DETAIL ON C=TT2_ LANDSCAPE HIS SHEET) Curb Line 3 Provide local depression if called for on plans and transition back to 6" Elev. shown curb face over 5' on both on plans sides of inlet (Tc) (FI) r38mm (1 -1/2' �4 t Construct gutter monolithic with 152mm 3- #13( #4) + 254mm (10 ") 919mm 64mm (2 -1/2°) x (3,) 152mm (6 ") 51mm (2 ") x 6mm ANCHOR DETAIL (1/4 ") x 1.44m (4') SECTION B -B Galvanized Steel Angle MODIFIED D -25, CURB INLET NOT TO SCALE NOTES 1. Concrete shall be 560 -C -3250. 2. Trowel finish top surface and reproduce markings of sidewalk and curb. 3. Trowel finish floor of outlet. 4. Provide (1/4' tooled groove in top slap in line with back of curb. LINER / 6 PERFORATED L - - - -- dj PIPE--- - WIDTH VARIES SECTION DMA 6 NOT TO SCALE EXISTING PROPERTY LINE EXISTING n/ WALL MIN ' MEASURES SHALL BE TAKEN TO PROTECT THE EXISTING FOOTING IN PLACE. FIELD VERIFY THE LOCATION OF THE OF THE EXISTING FOOTING RETAINING WALL SDRSD C -4 APPROVED SECTION A -A E o E E curb outlet LOCAL LOCATION LENGTH ELEV. n ELEV CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT 76mm (3 ") X 76mm 10+68.14 1 HR 1 oA ® NEW SHEET 54 d 11 24 I (3 ") Construction Join #13( #4) 0 152mm (6� O.C. both ways 60.95 60.37 4" 76mm (3 "� I�- A� v "' 3 i•I r E iv ^'� Weld ,? 76mm (3 I ---I {� E E o. dmcp �� #16( #5) Bar 4" ` N 12+22.00 �if4l INTERSECTION OF RAWTREE DR. AND SANFORD DR. YES y p 8.00' 60.59 61.33 ( m='- 1. 12+90.20 �9 YES CORAL COVE WAY 11.00' 61.65 62.54 '`r 5" 2" 10 +55.00 - YES VULCAN AVENUE = 76mm(V) leg 09 ' �3 152mm 3- #13( #4) + 254mm (10 ") 919mm 64mm (2 -1/2°) x (3,) 152mm (6 ") 51mm (2 ") x 6mm ANCHOR DETAIL (1/4 ") x 1.44m (4') SECTION B -B Galvanized Steel Angle MODIFIED D -25, CURB INLET NOT TO SCALE NOTES 1. Concrete shall be 560 -C -3250. 2. Trowel finish top surface and reproduce markings of sidewalk and curb. 3. Trowel finish floor of outlet. 4. Provide (1/4' tooled groove in top slap in line with back of curb. LINER / 6 PERFORATED L - - - -- dj PIPE--- - WIDTH VARIES SECTION DMA 6 NOT TO SCALE EXISTING PROPERTY LINE EXISTING n/ WALL MIN ' MEASURES SHALL BE TAKEN TO PROTECT THE EXISTING FOOTING IN PLACE. FIELD VERIFY THE LOCATION OF THE OF THE EXISTING FOOTING RETAINING WALL SDRSD C -4 MODIFIED D- 25,CONSTRUCTION INFORMATION e� 110 Ic� "z z w NO. 48670 m EXP. 6/30/14 A, REVISIONS APPROVED OUTLET TC FL DEPTH LOCAL LOCATION LENGTH ELEV. ELEV ELEV CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DEPRESSION 10+68.14 1 HR 1 oA ® NEW SHEET 54 11 24 I YES CORAL COVE WAY 6.00' 60.25 60.95 60.37 4" 1 " 11+94.45 4 REVISE 9 7D DRAIN YES CORAL COVE WAY 6.50' 60.68 61.39 60.81 4" 1. 12+22.00 INTERSECTION OF RAWTREE DR. AND SANFORD DR. YES CORAL COVE WAY 8.00' 60.59 61.33 60.75 4" 1. 12+90.20 YES CORAL COVE WAY 11.00' 61.65 62.54 61.87 5" 2" 10 +55.00 YES VULCAN AVENUE 9.50' 53.55 54.19 53.61 4" 1" 10 +57.05 YES ASHBURY STREET 9.00' 54.25 55.01 54.43 4" 1" MODIFIED D- 25,CONSTRUCTION INFORMATION e� 110 Ic� "z z w NO. 48670 m EXP. 6/30/14 A, REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE RECORD DRAWING tIT f APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. HR 1 HR 1 oA ® NEW SHEET 54 11 24 I DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE 1 " =20' HORIZONTAL., VERTICAL 1 „ =4' PLANS PREPARED UNDER SUPERVISION OF DATE ?� (Z _ R.C.E. NO.: 48670 AYMOND L. MARTIN EXP. 06 30 14 RECOMMENDED APPROVED BY: BY: ' DATE: DATE: 112- IMP PLAN FOR: ®�� ®� AP N 254-061 - 01 372 -G 4 REVISE 9 7D DRAIN - , __ O • OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAWTREE DR. AND SANFORD DR. RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVA ?ION: 55.480 DATUM: NGVD29 RAYMOND L. MARTIN RCE 48670 DATE SHEET 540F 54 NEW SHEET REMOVABLE GRATING REMOVABLE GRATING FS 58.25 PER SHEET 2 FS 58.25 PER SHEET 2 PUMP # 1 CORAL COVE MATERIALS LIST 3' -0" O SUBMERSIBLE VORTEX IMPELLER PUMP, HYDROMATIC MODEL NO. S4MRC, FG 57.75 FG 57.75 470 GPM AT 17 FEET TDH 1,750 RPM WITH 7.5 HORSEPOWER, 230 24" STORM \�� \�� \� \ \�� \��\ \\�/� \��\���� \\ � \�� \ \� \ \�� \��� \ \��� \�� \\���\�� VOLT SINGLE PHASE MOTOR 4" X 6" BASE ELBOW WITH ANCHOR DRAIN ��� \�� \���� 's.' 9 -0 3' -0" BOLTS TO THE CONCRETE BASIN BASE, FRP PULTRUDED PUMP RAIL et; ; SYSTEM, FLOAT SWITCHES AND 316 STAINLESS STEEL FLOAT SWITCH a SUPPORT BRACKET, 50' POWER AND CONTROL CABLE LENGTHS TO • MODIFIED CATCH BASIN EXTEND FROM WET WELL TO THE CONTROL PANEL WITHOUT SPLICES PER SHEET 2 6" SUBDRAIN (CONTRACTOR TO VERIFY LENGTH REQUIRED), 2.5 „ PVC CONDUIT I-1 -- -i7 6" SUBDRAIN IE 54.75 BETWEEN WET WELL AND CONTROL PANEL, NOVUS 1000 PUMP I 4 IE 54.75 4 CONTROL PANEL WITH AUTOMATIC CONTROL OF THE PUMP, PUMP RUN TIME METER, SEAL FAIL INDICATOR LIGHT, 304 STAINLESS STEEL NEMA 4X CONTROL PANEL ENCLOSURE WITH PAD LOCK HASP, AND STAINLESS 5 STEEL PEDESTAL MOUNTING. AS SUPPLIED BY BARRETT ENGINEERED ]. PUMPS (619) 232 -7867. I 6 SUBDRAIN 24" STORM DRAIN FL 51.30 = PUMP ON EL 51.44 I I T O NOT USED I 1 IE 51.44 Tol O3 6" PVC SCH 40 PIPE, FLANGED 3 x 3 O4 6" PVC SCH 40 TEE, FLANGED, WITH BLIND FLANGE AS SHOWN ON B I 1 N THE DRAWING v EL 47.91 ° PUMP OFF EL 47.91 O5 6" PVC SCH 40 PIPE, FLANGED BY SOLVENT WELD I I B ° EL 45.91 BTM OF SUMP EL 45.91 NOTES: ° e. CONTRACTOR TO INSTALL 2.5" PVC CONDUIT BETWEEN CATCH BASIN AND o PUMP CONTROL PANEL FOR POWER CABLES AND CONTROL WIRE TO BE INSTALLED WITHOUT A SPLICE. 0 4 N CONTRACTOR TO PROVIDE A CONCRETE PAD FOR THE PEDESTAL SUPPORT OF THE CONTROL PANEL, MIN. 8" THICK WITH 4 x 4 x 1.4 WWF. SECTION A -A SECTION B -B PLB� PUMP #1 CORAL COVE WAY STORM WATER PUMP SCALE: 3/8 " =1' -0" PUMP # 2 ASHBURY STREET MATERIALS LIST O SUBMERSIBLE VORTEX IMPELLER PUMP, HYDROMATIC MODEL NO. S4NRC, 120 GPM AT 9 FEET TDH, 1,150 RPM, WITH 2 HORSEPOWER, 230 VOLT SINGLE PHASE MOTOR, 4" BASE ELBOW WITH ANCHOR BOLTS TO THE CONCRETE BASIN BASE, FRP PULTRUDED PUMP RAIL SYSTEM, FLOAT SWITCHES AND 316 STAINLESS STEEL FLOAT SWITCH SUPPORT BRACKET, FS 54.00 REMOVABLE GRATING FS 54.00 - REMOVABLE GRATING 50' POWER AND CONTROL CABLE LENGTHS TO EXTEND FROM WET WELL TO PER SHEET 2 PER SHEEP 2 THE CONTROL PANEL WITHOUT SPLICES (CONTRACTOR TO VERIFY LENGTH REQUIRED), 2.5" PVC CONDUIT BETWEEN WET WELL AND CONTROL PANEL, FG 53.55 NOVUS 1000 PUMP CONTROL PANEL WITH AUTOMATIC CONTROL OF THE \ \ \ \ \ / \, //\ \ \ \ \ \ \ \ \ \ \ PUMP, PUMP RUN TIME METER, SEAL FAIL INDICATOR LIGHT, 304 STAINLESS 3 -0„ \\ \ice \i \i�Y\\� / \ \ \�� \ \i� \ \i \ \ \i�\ \ice \ \� \ \� " STEEL NEMA 4X CONTROL PANEL ENCLOSURE WITH PAD LOCK HASP, AND 'e4 6 -0 3 -0 STAINLESS STEEL PEDESTAL MOUNTING. AS SUPPLIED BY BARRETT ENGINEERED PUMPS, (619) 232 -7867. ,a. [�2 4" DIP 90 -DEG ELBOW, FLANGED, EPDXY LINED AND COATED 2 -6" SUBDRAIN - 2 -6" SUBDRAIN O NOT USED r- - - - IE 50.55 n . IE 50.55 Ira O 4" PVC SCH 40 TEE, FLANGED, WITH BLIND FLANGE AS SHOWN ON THE I 1 ; I 2 -6" SUBDRAINS DRAWING e MODIFIED I I _ CATCH BASIN = PUMP ON EL 48.00 O5 4" PVC SCH 40 PIPE, FLANGED BY SOLVENT WELD I r_ ~ 1 8. PER SHEET 2 B I I ; 12 4 NOTES' PUMP OFF EL 46.00 CONTRACTOR TO INSTALL 2.5" PVC CONDUIT BETWEEN CATCH BASIN AND PUMP - 'I FL 45.70 CONTROL PANEL FOR POWER CABLES AND CONTROL WIRE TO BE INSTALLED I 4 I ~ WITHOUT A SPLICE. 5 I I I-- J EL 44.00 a BTM OF BASIN EL 44.00 CONTRACTOR TO PROVIDE A CONCRETE PAD FOR THE PEDESTAL SUPPORT OF a. • re THE CONTROL PANEL, MIN. 8" THICK WITH 4 x 4 x 1.4 WWF. 6' -0" SECTION A -A SECTION B -B EL�t QROFESSrq�• PUMP #2 ASHBURY STREET M gl STORM WATER PUMP No. 4pj� r--- 3/ SCALE: 3/8 " =1' -0" NE Y V J n � E ( rqT F CAI. SP f OF CAIIF� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE RECORD DRAWING AMO D W AMO APPROVALS CITY OF EN CI N I TAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. ® NEW SHEET 55 DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED STORM DRAIN PLANS FOR: ro uU-) S U L 7- ?i (o TI LOCAON: ON DRAINAGE BOX INLET ON THE WEST SIDE p c HORIZONTAL SHOWN DATE : % -S- �3 ^ � � C) � � ® V � OF RAINTREE DRIVE 250' NORTHERLY FROM THE BY: BY: GGG���""""" 372 -G INTERSECTION OF RAINTREE DR. AND SANFORD DR. R.C.E. NO.: 41015 APN 254 -061 -01 # RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 VERTICAL SHOWN ANDREW M. OVEN DATE: DATE: ELEVATION: 65.480 DATUM: NGVD29 ANDREW M. OVEN RCE 41015 DATE EXP. 03/31/15 SHEET 5W 55 3 \ \PACIFIC \Dwg \509001 \Coral Cove \CCSWP,dwg ❑Sep -04- 2013:16:06