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2010-10536 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECIFICATIONS T E IFICATIONS 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 APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION FOR PROPOSED 19 -LOT SUBDIVISION, 1492 HYMETTUS AVENUE, ENCINITAS, CALIFORNIA (A.P.N. 254-102-52-& 53,)'' PREPARED BY VINJE MIDDLETON ENGINEERING, INC DATED- FEBRUARY 6, 2006, AND UPDATE REPORT DATED 7/26/10, PROJECT #05 - 476 -P, AND UPDATE REPORT DATED 10/29/1% TITLED CHANGE OF GEOTECHNICAL ENGINEER OF RECORD AND UPDATE REPORT, PREPARED_BY GEOCON INCORPORATED, SHALL BE CONSIDERED AS A PART OF', THIS GRADING PLAN. ALL GRADING SHALL BE DONE::IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINE9 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 EXISTING 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. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR OR FINAL RELEASE OF SECURIT. v AN "AS GRADED CERTIFICATION" SHALL BE PROVDED STATING: "THE GRADING UNDER PERMIT NO. 10536 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER . HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOS= FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE IviATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN III. FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A tilY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDI;I_ ;S THE TREE REMOVAL. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO .CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS CSD - (760)- 633 -2770 B. GAS & ELECTRIC,- SDGE - (760)- 438 -6200 G: WATER - SAN NEGUITO WATER DISTRICT -1- 800- 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIV E 2 4 HOURS NOTICE ON CALLS FO R I NSPECTION. PHONE: (7 60) - 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORT: IS REQUIRED, CONTACT TONY PAUKER AT (619) 247 -3720, 24 HOURS A DAY. 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 EROSION CONTROL MEASURES 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 TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. Dmi .'-WAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE AN0;;'4R APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT I� AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /L3, ±P FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FR(,,.' ,THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOU:D, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL PE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTEREC THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. EARTI IWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 H :1 V MAXIMUA VERTICAL DEPTH OF CUT = 4' MAXIMUM VERTICAL DEPTH OF FILL = 4' CUT = 200 C.Y. FILL = 17.840 C.Y. IMPORT = 17.640 C.Y. REMEDIAL = 20.430 C.Y. (8' REMOVAL AND RECOMPACTION SDCO DEH UNDER AND 6' OUTSIDE OF BUILDING AREAS) THIS EARTHWORK DATA IS BASED ON RAW QUANTITIES AND WERE GENERATED FOR BONDING PURPOSES ONLY STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES G�TYvEatuP�s t�onES�'ILv, &OWNER NAME. C c ciire� 9 SITE ADDRESS: L� 1492 HYMETTUS AVE CONCRETE WASHOUT 2850 REDHILL AVE, SUITE 200 ENCINITAS, CA 92024 CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE SANTA ANA, CA 92705 APN: 254 - 102 -52, 254 - 102 -53 WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. LEGAL DESCRIPTION: CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. SHORE AEW LANE CONSTRUCTION SITE ACCESS PARCEL 1 AND 2 OF PARCEL MAP 3264, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP _ A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT THEREOF FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO N C I N I T A S TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3 CRUSHED ROCK AND /OR CORRUGATED COUNTY, NOVEMBER 29, 1974. v `` STEEL PANELS /PLATES. n OWNER'S CERTIFICATE n LEUCADIA CONSTRUCTION VEHICLES BLVD. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL p i OFF -SITE. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY EROSION CONTROL OF THE SITE. y o Z It EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES FACES ESPECIALLY SHALL BE DATE:--- - - - - -- - �� --------------- - - -- PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, S21 ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX._ S9 ENB�Vs O SIGNATURE:__ NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. TONY P UKER, VICE PRESIDENT _`/ ' � � " IPADDIA 19 69TT61_G r " ^�.�ci "WARE EIMITEB HABIH:FY GE)HP>9cNY BY DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR CITY VENTURES HOMEBUILDING, LLC, A DELAWARE LIMITED LIABILITY COMPANY SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 2850 REDHILL AVE, SUITE 200 SANTA ANA, CA 927051111 VICINITY MAP REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN NTS PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS SOILS EN R'S CERTIFICATE UNNECESSARILY; THEY HELP DECREASE EROSION. I, TREVOR MY'EOS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF..,THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED 16 LOT' SUBDIVISION, 1492 HYMETTUS AVENUE, ENCINITAS, CA" WAS PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. ISSUED VINJE & MIDDLETON ENGINEERING ON 2 -6 -2006 AND UPDATED ON 7/26/10. 1 HAVE REVIEWED THE AFOREMENTIONED REPORTS AND HAVE PREPARED AN UPDATE TITLED "CHANGE OF GEOTECHNICAL ENGINEER OF RECORD AND UPDATE REPORT, NORTH PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. POINE, 1492 HYMETTUS AVENUE, ENCINITAS, CA" DATED OCTOBER 29, 2010. ONE COMPLETE COPY OF THIS REPORT COMPILED FROM THIS STU Y, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ^ REVIE SE GR ING ANS AND 'CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN OR RATE GRADIhGG F�tANS AND SPECIFICATIONS. ON -SITE CONSTRUCTION MATERIAL STORAGE GEOCON INCORPORATED STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR '., l 6960 FLANDERS DRIVE SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SIGNED: DAVID B EVANS SIGNED: TREVOR E. MYER SAN DIEGO CA 92121 -6900 SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER CEG NO.: /1C0 RCE: 63773 (858) 558 -6900 FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, EXP. DATE: a 3J_L2- -- EXP. DATE 9 -30 -12 AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER STATEMENT OF ENGINEER OF WORK FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED TRAINING STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY WASTE MANAGEMENT AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, 0 0 ON F THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE ACTING WITHIN THE COURSE AND SCOPE OF _ PLOY ENT ING OUT OF THE WORK PERFORMED BY )HE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ENGINEER. 4-1v441 PV NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. /V NA BERMS /DIKES SHALL BE PLACED, SIGNATURE: E�t1G�6. /NC • DATE: AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR BRAD Y. D. SA ER 2(y1 4U71JMtL10e LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN = STC• 115, SAgN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY THE PAUL DESIGN GROUP MARCUS r lam _� /! oQRaFESS,D� So G TRASH MATERIAL. 915 CAMINO DEL MAR, SUITE 225, DEL MAR, CA 014 ®�® QROFESS702 858.350.5845 y S7AVf MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT 7z, z z �� RCE EXPIRES 1_. /11 w NO. C0545fi4 m AND CONCRETE, WOOD AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN EXP. 12 -31 -11 °F CEiiif TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF IMPERVIOUS AREA o ENGINEER P G o :u: NO RC;E 3773; HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 - 11.95. FOR INFORMATION ON IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 73.573SQFT �Tq >FOFOA`�o��$ (p GEOOLL T 7, * Exp.pg;;;p;1g /: LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 9j <� sq CtVil „4 , IMPERVIOUS AREA AFTER CONSTRUCTION: 111.062 SQFT CALIF r c F, 0 ^ v TF POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND INCREASE IN IMPERVIOUS AREA: 37489 SQFT �r CA OF 0 THE SITE. IMPERVIOUS AREA REPLACED: 111.062 SOFT PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL SWPPP STATEMENT PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED ROUTINELY CHECK AND CLEAN L MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES , FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT AND A COMPLETE AND ACCURATE NOTICE OF INTENT (N01) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT SAN DIEGUITO WATER DISTRICT NOTES: OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 10536 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE NO. R9- 2009 -0001. WDID # 9 37C359957. ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. o a -� - -- - - -- - - - - -- -- 401 - - - -- DATE: 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR SIGNATURE DATE /CFlLIEL WE Z !g . ?. •E• X58 PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET SW5 EkG1AtEER1A/6,, /A/C OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER TONY PAUKER, VICE PRESIDENT _ 2(y/ AL17V"t/ Offl, 57E. //5 WATER MAINS UNLESS WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT. PRINTED NAME OF ABOVE PERSON, TITLE 5 A1 /IARW6 CA - 92069 TEL. (7(a0) 744 -00// 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER CITY VENTURES __ FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL COMPAIN AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED ; NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. E BY HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR , 70RMWATER POLLUTION PRIVATE STORMWATER TREATMENT AND � ip _ 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES. ���� � CONTROL FACILITIES BY HOMEOWNER'S ASSOCIATION." 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGUITO GAS AN � � 2 (•IS � RECORDED ON ELECTRIC VAULTS. E E S I 0 u P AS DOC. #: ILO ( I - W C�6 Os9 - nginee g &Planning lutions METERS WMUST SERVICE TO RONTBOFCPARCEL THEEY ARE SERVING. IVEWAYS AND ALL OTHER TRAVELED WAYS. WATER Jr4G�`S pno ca 58)05845 Suite 225, x(858)3 2045 www. thepau/designgro up. com AND ARE NOT TO BE USED FOR FINAL PAYMENT �/ /%i l�T} �� 10 QUANTITIES. �_ ��-2 „_� „ _� CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: FD. 2" IRON PIPE WITH DISC r STAMPED "RCE 29577 ". rlol cu S 4 LOCATION: 20' 0/S TO THE CTR OF MIOUIEY UT. ALL A.100 CALL ODTS' p0. pt11111C CUL -DE -SAC AT NE END OF ARBOR CT. 9eV15E 0WlJf(z !JAME'REVISIO S SFrtS Zq 3A �} RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 - e��LT- - ,oe - // z/-/Y -/y PLANNING AND BUILDING y4o, 1I Zot( SIGN DATE PARKS ANZ7 RZ%ZixZATION ENGINEERING DEPARTMENT APPROVALS • ENCINITAS FIRE DEPARTMENT I /Z-t "'Ip I lel,44-b el� 12,I L,,1tp DATE SIGN DATE O i O XIL v m �Q JV V� z� N 0 N Q :J Q T e� o�_z U A NOTES: 1. REFER TO THE REPORT "REVISED REMEDIAL PLAN FOR PESTICIDE IMPACTED SOILS" PREPARED BY STANTEC CONSULTING CORPORATION AND DATED SEPTEMBER 30, 2010. FOR LOCATION MAP AND CROSS SECTIONS DETAILING WHERE CONTAMINATED SOILS ARE TO BE BURIED, SEE SHEET 6. 2. RECIPROCATING ACCESS EASEMENT FOR THE MUTUAL BENEFIT OF LOTS 10, 11 AND 12. 3 RFCIPRnCATINR A(`f`FSS FASFMFNT FnR THE MIITIIAI RFNFFIT nF I nTS 14- i v ��T °� -- •.. a..rauviuv,i„ iv rivr,! ._•.. •' 154.'J T 134.7 r ' _, v i` _. ° # "- / �\% \ \ / FL 134.3 Np 13 \� 136 8 136.96 y XISTING POWER �. v, \ GF }, ;/ Y s `80 p j • \ 136.7 136.96 PVC#�S.D 1 5. \ 1�•�-��� j 1 MII. ti r 5 / / 10'PRIVATEDRAINAGE FL 135.0 65� E�IL 136. � F �' \ / / EASEMENT TO HOA ANDT 135.0 ►1 • V 6' / .N T,WiS "SHEET _ �. 35 . . J \ \ \",1, I134.4� 13 •15 5 ,y / 1. I 12 PVC ,S.D. - V IOD TO CITY OF ENCINIT \ / 3 136.36 1\ 1 10 S(EP \30, I / .. F _ . 35 LOT 14 1z M / TG 37.6 137.5 136.36 L IE:Ii9 -99 I�.VO g5' 41/ F 1 135. -�► `i�\ 4fi \.. - / L 1351 FL 135.1 .1 FL 135.25 135.5 �� ' IE • 13�39�3-110,W SVOpE ; \ ./ / FG 136.0 LOT 13 Np ► \ \ P E 135.7 2' 1 4 \ 3g `r '� \ \ � \ \ 136.36 ��. � 135. 135 PLAN 6 S 5 �I� \ PE 135.7 PLAN 3 135.35 FF 136.4 - 18 \ �J /•IAA /ASE L� 35.6 I�!y h• 12" PVC S.D. 9 },.. Q• F� L \x,4.9 \ Z FL 135.54 ah \�' b M� \ 251' 12' PVC,S.D. / 5 FF 136.4 FL 135.X 'I t� - ® 1% MIN:•. k 134.8 NP 135. rr FI.1�5 �'b ,y SEE DETAIL �L 13 X16 5' 136.36 0i (� \� THIS SHEET G _ 136.05 �L a FL 134.5 136.16 \,hhQ �S ► ►� 5 LOT 12 1 FL 135.5 � \ ` 136.1 135.'Ut \ \Ow 1` 7. o f�ly{.1$ 15g 0 \ \ 136.17 135.7 20 34 ti LOT 11 rn PLAN 7 FL 135.58 li F` �C,K6pGl o FL 15 t ^° - (6\ PE 136.2 ,,,�^' D PE 35.4 I'�4.9 F 136.6 136.0 �tE p lA co , , �yv , 5 8 \ N PLAN 2 PRIVATE =t� FL 134• �, r h1y1 135 8 M FF 136.9 \' * 14) DRAINAGE PLAN 36.1 �� (3S "°I P136.07 \0b0 643 EC SD 1 I \ FL 135.5 136.12 c� �'C 6•`. \h1�U Gbh �b \ ry�hh EASEMENT \ \yFj� 13S'f 5 03�cCYga c�llV FL 135.7�� \� �a\ �* TO HOA (1 FL 135.8 wJx FL 35.2 ►3 3 G I I ? 136 3 • 136.06 FL 13 136.56 �_ \ FL 136.0 ..® -� -► _ $ I t% 11ji/. ( 136.22 4 -� L\ q 44.15 8C \yt1 l f F 136.16 y36�� SD / �� . FL 134.7 G 137:2 l3S Tc FL 136 J - _7 I i9,9- 131• p t%L \35dws, r 136.0 734SA 6 1 f �^ . � � it 135.7 6 I 1 I 1`36,6 ", R (STING POWER FOLE� 12" PVC' SD / I FL 136.26 �� LOT, 0 BE REMOVED I �� fb` P E 135.6 SEE SNH �P w :....,. :L µ 1V , z� N 136.0 / A6• c' 41 1 h \'1111• \ b FOR DETAILS - �•a,,.f FL 135.8 FL ;136 2 ... / v'�� PLAN 3 N _ ..:. ° I 1 ; •� .., l3 SEER 'ftb"� NP 1��...' cn 8 6' 9 FF 136.3 136.26 to v ^ i FL FL 4.1� U STORM DRAIN DATA NO. DIRECTION /DELTA LENGTH RADIUS REMARKS 3 N5'1.1'40 "W 164.73 24" RCP* 4 16'16'42" 28.41 100.00 24" RCP* 5 ) N11.0503"E 55.47 122_40 24" RCP* 6 N11.0503"E 4.58 24" RCP* 7 26.12'25" 1 20.58 45.00 24" RCP* 8 N15 *07'22 "W 102.69 132.30 24" RCP* 9 N50 °48'57 "E 18.16 135.23 24" RCP* i v ��T °� -- •.. a..rauviuv,i„ iv rivr,! ._•.. •' 154.'J T 134.7 r ' _, v i` _. ° # "- / �\% \ \ / FL 134.3 Np 13 \� 136 8 136.96 y XISTING POWER �. v, \ GF }, ;/ Y s `80 p j • \ 136.7 136.96 PVC#�S.D 1 5. \ 1�•�-��� j 1 MII. ti r 5 / / 10'PRIVATEDRAINAGE FL 135.0 65� E�IL 136. � F �' \ / / EASEMENT TO HOA ANDT 135.0 ►1 • V 6' / .N T,WiS "SHEET _ �. 35 . . J \ \ \",1, I134.4� 13 •15 5 ,y / 1. I 12 PVC ,S.D. - V IOD TO CITY OF ENCINIT \ / 3 136.36 1\ 1 10 S(EP \30, I / .. F _ . 35 LOT 14 1z M / TG 37.6 137.5 136.36 L IE:Ii9 -99 I�.VO g5' 41/ F 1 135. -�► `i�\ 4fi \.. - / L 1351 FL 135.1 .1 FL 135.25 135.5 �� ' IE • 13�39�3-110,W SVOpE ; \ ./ / FG 136.0 LOT 13 Np ► \ \ P E 135.7 2' 1 4 \ 3g `r '� \ \ � \ \ 136.36 ��. � 135. 135 PLAN 6 S 5 �I� \ PE 135.7 PLAN 3 135.35 FF 136.4 - 18 \ �J /•IAA /ASE L� 35.6 I�!y h• 12" PVC S.D. 9 },.. Q• F� L \x,4.9 \ Z FL 135.54 ah \�' b M� \ 251' 12' PVC,S.D. / 5 FF 136.4 FL 135.X 'I t� - ® 1% MIN:•. k 134.8 NP 135. rr FI.1�5 �'b ,y SEE DETAIL �L 13 X16 5' 136.36 0i (� \� THIS SHEET G _ 136.05 �L a FL 134.5 136.16 \,hhQ �S ► ►� 5 LOT 12 1 FL 135.5 � \ ` 136.1 135.'Ut \ \Ow 1` 7. o f�ly{.1$ 15g 0 \ \ 136.17 135.7 20 34 ti LOT 11 rn PLAN 7 FL 135.58 li F` �C,K6pGl o FL 15 t ^° - (6\ PE 136.2 ,,,�^' D PE 35.4 I'�4.9 F 136.6 136.0 �tE p lA co , , �yv , 5 8 \ N PLAN 2 PRIVATE =t� FL 134• �, r h1y1 135 8 M FF 136.9 \' * 14) DRAINAGE PLAN 36.1 �� (3S "°I P136.07 \0b0 643 EC SD 1 I \ FL 135.5 136.12 c� �'C 6•`. \h1�U Gbh �b \ ry�hh EASEMENT \ \yFj� 13S'f 5 03�cCYga c�llV FL 135.7�� \� �a\ �* TO HOA (1 FL 135.8 wJx FL 35.2 ►3 3 G I I ? 136 3 • 136.06 FL 13 136.56 �_ \ FL 136.0 ..® -� -► _ $ I t% 11ji/. ( 136.22 4 -� L\ q 44.15 8C \yt1 l f F 136.16 y36�� SD / �� . FL 134.7 G 137:2 l3S Tc FL 136 J - _7 I i9,9- 131• p t%L \35dws, r 136.0 734SA 6 1 f �^ . � � it 135.7 6 I 1 I 1`36,6 ", R (STING POWER FOLE� 12" PVC' SD / I FL 136.26 �� LOT, 0 BE REMOVED I �� fb` P E 135.6 SEE SNH �P w :....,. :L µ 1V , z� N 136.0 / A6• c' 41 1 h \'1111• \ b FOR DETAILS - �•a,,.f FL 135.8 FL ;136 2 ... / v'�� PLAN 3 N _ ..:. ° I 1 ; •� .., l3 SEER 'ftb"� NP 1��...' cn 8 6' 9 FF 136.3 136.26 to v ^ i FL FL 4.1� U I 14U.4 TW 137.5 1 ',1�:•47.`k1 3 IOo r \ �7 h 138. �, 1•� �!► o. h V I��j.V �/ 14 E i-95 131 3 �1ot�E:kU `IACD AY�A vuwk 1b 91SCNAV6s v .6oLEt A'riorl ®_ 136.0 e.," :R TG 140.0 . �.' %`. 1111'$ :. "� c 'c� { „'''` . t Usr\ �l �� /© 6" ATRIUM �ASI►1S WQ K IE 133.10 J ` "'�� ,..4�, <' ', ,, 4+ \ ,.5 4 �a Q (n P _ ?GRATE. WC 6 E SD 38 9 1' 1364E h .01v CONNECT TO .E , ...dcT, • � ``..,.�,. I "I1 � 3 .�00 7:i°a° :c O /3 > �'�� ��°` \ "' F 12" PVC a�' 1 B 4 / i ,, I S i �..,..... 12" I SYSTEM A ATRI(IMG.ATE (TYP) "/ _ 7� ( i �-" .�f� \a1 �. F _® � � ;,(TYP.) SURFACE OF BASIN TO 1 ' fl \3 5 1 3 A1(� 138. k .y \3ti 4 _. s- ", 1 139.26 139.21111 39.2 L V •4 I 13y�Vo �� q 871SIN TYP '`, "'� 1 MSr' 1 121.64, \ ' I _ - -.` j n� `s FL135.8 P ® SD E LEVEL. ELEV. PER TABLE. � � FL ]2 PVC / B SEFSHT2 l ' I _ ._._r ._ g9 1 �1gg+Z6� 13,_4 YQ 1 0' FOR TOE OF SLOPE FbRDETAILS } rte_ i I 138 _� _� I��,g -1 h1�,.0 f%� 02 FOR TOP OF SLOPE AND QROFESS /p y,. `f LOT 1® 138.9 c. t ._.. "". " ° -� FL 136.7 Mh 134• �f , �L 5�V r 139.1 I ; °� 5 BC SD . iA- \ 5 �f 1118 a } % 136.56' 4 WALL FENCE a� °z '. 9 139• 1 7E °1..6 -.h.._ I �� F I S SHOWN ON PLAN 1. t PE 138.6 F GF \ Q BASIN BOTTOM- / a I I -- z 3 ^ 7 137.2 y, o\ -19 ATRIUM DRAIN FL 135. - O' 138.62 U �C fi1 1 r am m FL I HP 35 2 F 7. No.zzsos m tt I i ,° ,� p V 5 LOT 18 _ ELEVATION PER TABLE * , 139.26 FF 139 3 138.4 FL \ _ } r 1 .5 b' PLAN 6 \ 36.56 s, as 1.139') HP a I I D - - - - ` 37 2* �y 4. � 138.1 \ - ,, D �rF of p, s 138.6 V A 167.55 . u� I I - 13 - 7..5 r, ' - 9 P, \'K� 11� 1351 D FOP OF SLOPE, TOE OF IZi O T S ' L 132.6 139.26 s m ; �' I I 137.35 PLAN 6 4" PERFO ATED PIPE - SLOPE, OR FENCE WALL \ U*) m I i 4 FL 136.3 1 FF 136.6 f FENCE/ WALL �- FL 14 \ _ _ v I I i 138.87 GF 137. - - - - THE °' 4 , FL / r� -• FL \ r 1 'ter k. l 'a. Gi i ) 61K YIT£ SEE Sv A 4 25 r i- SL E MAX HP 140. 139.1 \ c., v ? N I I C i FL 137.1 + I1 •(f� \�J1�.\ �.�� I': U 1 3 r `� �- ��� 2 i- r o I I .Zl ` M �\' ► 0136.56 p 140.8 1 i M 25' 137.48 `ion° �- pITE ?b �11j1� VCTAIL7 NOTE STORMWATER TREATMENT IMP /BMP; � cn FL 136.06 , A / �iK (oA NOT TO BE ALTERED WITHOUT CITY PERMIT. 135.6 39.q •0) �' 4, % 1 1 36 i8fl" FL 136.9 137.6_ FL 136.6 y 1 �� �► P� 1 135.1 1 -- e DESIGN GR UP =`, FL YARD Engineer' g &Planning solu 'onsI% ' � M 1409 I I „ 6 \ LA3 73 9 I� 13'4 N.T.S. SURFACE OF BASIN TO �N 915 Camino e/ Mar Suite 225, Del Mar, CA 014 • C9 " �(� �� 141 .1 \RO 1 , -" "I Q"'' 1 39.22 C' I I \ BE LEVEL. ELEV. PER TABLE. phone (8 58 350 -5845 fax (858) 350- 45 '(E1 /D !� T 1; •S \ `\ I -� 1p.1p µ 25' LANDSCAPE .thepauldesigngroup.com .- ; F1,A3q' 141.25 O', !I I I I � - -� FL1'3 -Fr 1.36.4 't \�0� 141.46 �11i�1 _.._ � 00' I I 18.( O' --- FL 137.4 cn HY EX POWER POLE - - - -�/- - - - - STRUCTURE o O E REMOVED 2'MIN 4" PERFORATED PIPE �1• 1.4 Y p i -- - -.. 1 6.9 T u T °37.46T EN O'MIN rn q ` m, f 139 33 :. LOT 19 ►3� s 1 A '' ENCINITAS FIRE DEPARTMENT, ° LOT 9 t GF 1 141.56 is- _?._. I I ro A •' L., PE 14 14106 /. _ N ; r 1 139 45' M w of �� -r �, I I I}pl3b.g . I 3 Q ` 'MIN o ,37.2 137 4 PE 136 8 m 0.8 1 ( , I I v_itnz N Nr 3 m rn O f H P 136. \AO' A I c��o ti in 137.21 '� __ >; L 140 q.3� 1 FL. 1. .1 m j I I p .. PLAN; 5 jl M \ G 3 \3�O 137.5 xO; v \ a m C) PLAN 3 T / k 5 U. F t 141.46 \ v __ �61j4'S 00 • FF 141.5 ( 9 Q SEEP 311 ;, 6 141.27 I Z ro -- SIGN DATE ��O �3� -' i _ 1 �... I I v'_ 2:1 SLOPE a v sz 13g. I o L31a� L 42 X �e 7 -' L 139.7 i z I i- cn i I 137.35v F 13b• pT l // I .. - -- - j i 3 m i 138.0 L 134 8 / - - o L 8 5'MIN \ - ^' / I _ ATRIUM DRAIN SAN DIEGUITO WATER DISTRICT FL 140.1 �'' ° I I� W 13 5 136 6 <� CURB AS SHOWN ON AN - co_ F �� ,/ .O \ 130 -- RW�,: BASSHOOTTOM PL N ° 1 .T .: 137.2 _ o^o m _ _ 12" PVC NOTF: STORMWATER TREATMENT IMP /BMP; /� - 25' i illmA ���_ I� _� FL 137.27 NOT TO BE ALTERED WITHOUT CITY PERMIT. z 0D 8 13889 I I �. _____ -- �w r'�' '�, , '� F 141.96 q1 I I _ - 129.33 J *SIGN DATE /A, \ GF 1 I J J 3. FRONT YARD BASIN J J `J J � Naj S H EE / N.T.S. 1: DRAWN BY7 CHECKP7Q CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANNING AND BUILDING L - ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AvU a S kee+ For !ee i ie-06 51,7111 DESCRIPTION: FD. 2" IRON PIPE WITH DISC PLANS PREPARED UNDER SUPERVISION OF 1 RECOMMENDED: APPROV D: PRECISE GRADING PLAN FOR: 1492HYMETTUS AVE EVISE MCISE 69ADIr6 Govi STAMPED "RCE29577 ". DAT':4 Ljj( HORIZONTAL: 1 =20 SME AL 17 (p \` LOCATION: 20'0 1S TO THE CTR OF CUL-DE-SAC MAS/HMAHER PETER OTA- ROBLES CITY VENTURES 10536 -G ?EV .6A.S 1.4il COAJ,=14'., AZ:10 20 CO. L060 AT NE END OFARBOR CT. VERTICAL: N/A R.C.E. NO.: 22606 DATE DAr'E/ S! , APN 254 - 102 -52, 254 - 102 -53 CA(AAtAICL ORA /Af -5°LA.SN 1N,4LC 45 BLim - l� - / _ / Y RECORD FROM: STATION 1005 ENC. CITY BM S G o,,,� j ' y ' A EXP.: 12/31/11 ELEVATION: 174.391 DATUM: NAVD88 SIGN DATE IDO G C. PAUL \ PLANNING CASE N0: 09 -135 TMDB /DR /CDP /EIA & 10 -079 DR /CDP SHEET 2A OF Top of IE 12" Pipe Basin Area Basin Elev Drain at Drain 122_40 136.70 137.03 133.70 98.08 135.55 135.88 132.55 96.19 135.60 135.93 132.30 �- 117.20 134.90 135.23 131.60 134.49 134.30 134.63 131.25 92.85 134.20 1 134.53 131.20 135.81 133.90 134.23 130.95 61.40 134.60 134.93 130.90 9 158.92 135.30 135.63 130.50 93.91 135.40 135.73 130.45 135.20 135.5_3 130.00 48.47 98.90 133.95 134.28 129.50 134.08 - -- 4 102.45 133.75 129.45 142.98 133.75 134.08 129.10 196.00 136.83 137.16 -- `� 104.84 134.50 134103 129.95 - - 143.47 134.40 134.73- 130.25 �- 141.86 134.50 134.83 130.30 - - 137.00 134.00 134.33 130.70 194.27 134.20 134.53 130.75 64.24 134.10 134.43 131.10 165.76 136.60 136 93 133.60 _z �3 390.81 137.10 137.43 134.10 137.43 137.76 134.43 W 415.93 - -Q 348.33 138.42 138.75 135.42 350.20 138.88 139.21 135.88 168.13 139.68 140.01 136.68 199.60 140.00 140.33 137.00 53.70 140.15 140.48 137.15 83.16 139.50 139.83 136.50 96.75 139.80 140.13 136.45 - 75.34 139.87 140.20---.- 136.87 72.40 139.70 140.03 135.99 139.70 140.03 135.94 109.14 57.42 139.60 139.93 136.60 91.45 139.10 139.43 _ 135.24 - 174.34 138.50 138.83 135.20 121.91 138.55 1 138.88 135.55 *Edge of grate elevation on Type C Inlet PRIORITY BMP /IMP BASIN PER SECTION A -A NOT TO BE ALTERED WITHOUT A CITY PERMIT. TO BE MAINTAINED PER STORM WATER MAINTENANCE AGREEMENT, DOC# 2011-0062689, RECORDED FEBRUARY 1, 2011 I 14U.4 TW 137.5 1 ',1�:•47.`k1 3 IOo r \ �7 h 138. �, 1•� �!► o. h V I��j.V �/ 14 E i-95 131 3 �1ot�E:kU `IACD AY�A vuwk 1b 91SCNAV6s v .6oLEt A'riorl ®_ 136.0 e.," :R TG 140.0 . �.' %`. 1111'$ :. "� c 'c� { „'''` . t Usr\ �l �� /© 6" ATRIUM �ASI►1S WQ K IE 133.10 J ` "'�� ,..4�, <' ', ,, 4+ \ ,.5 4 �a Q (n P _ ?GRATE. WC 6 E SD 38 9 1' 1364E h .01v CONNECT TO .E , ...dcT, • � ``..,.�,. I "I1 � 3 .�00 7:i°a° :c O /3 > �'�� ��°` \ "' F 12" PVC a�' 1 B 4 / i ,, I S i �..,..... 12" I SYSTEM A ATRI(IMG.ATE (TYP) "/ _ 7� ( i �-" .�f� \a1 �. F _® � � ;,(TYP.) SURFACE OF BASIN TO 1 ' fl \3 5 1 3 A1(� 138. k .y \3ti 4 _. s- ", 1 139.26 139.21111 39.2 L V •4 I 13y�Vo �� q 871SIN TYP '`, "'� 1 MSr' 1 121.64, \ ' I _ - -.` j n� `s FL135.8 P ® SD E LEVEL. ELEV. PER TABLE. � � FL ]2 PVC / B SEFSHT2 l ' I _ ._._r ._ g9 1 �1gg+Z6� 13,_4 YQ 1 0' FOR TOE OF SLOPE FbRDETAILS } rte_ i I 138 _� _� I��,g -1 h1�,.0 f%� 02 FOR TOP OF SLOPE AND QROFESS /p y,. `f LOT 1® 138.9 c. t ._.. "". " ° -� FL 136.7 Mh 134• �f , �L 5�V r 139.1 I ; °� 5 BC SD . iA- \ 5 �f 1118 a } % 136.56' 4 WALL FENCE a� °z '. 9 139• 1 7E °1..6 -.h.._ I �� F I S SHOWN ON PLAN 1. t PE 138.6 F GF \ Q BASIN BOTTOM- / a I I -- z 3 ^ 7 137.2 y, o\ -19 ATRIUM DRAIN FL 135. - O' 138.62 U �C fi1 1 r am m FL I HP 35 2 F 7. No.zzsos m tt I i ,° ,� p V 5 LOT 18 _ ELEVATION PER TABLE * , 139.26 FF 139 3 138.4 FL \ _ } r 1 .5 b' PLAN 6 \ 36.56 s, as 1.139') HP a I I D - - - - ` 37 2* �y 4. � 138.1 \ - ,, D �rF of p, s 138.6 V A 167.55 . u� I I - 13 - 7..5 r, ' - 9 P, \'K� 11� 1351 D FOP OF SLOPE, TOE OF IZi O T S ' L 132.6 139.26 s m ; �' I I 137.35 PLAN 6 4" PERFO ATED PIPE - SLOPE, OR FENCE WALL \ U*) m I i 4 FL 136.3 1 FF 136.6 f FENCE/ WALL �- FL 14 \ _ _ v I I i 138.87 GF 137. - - - - THE °' 4 , FL / r� -• FL \ r 1 'ter k. l 'a. Gi i ) 61K YIT£ SEE Sv A 4 25 r i- SL E MAX HP 140. 139.1 \ c., v ? N I I C i FL 137.1 + I1 •(f� \�J1�.\ �.�� I': U 1 3 r `� �- ��� 2 i- r o I I .Zl ` M �\' ► 0136.56 p 140.8 1 i M 25' 137.48 `ion° �- pITE ?b �11j1� VCTAIL7 NOTE STORMWATER TREATMENT IMP /BMP; � cn FL 136.06 , A / �iK (oA NOT TO BE ALTERED WITHOUT CITY PERMIT. 135.6 39.q •0) �' 4, % 1 1 36 i8fl" FL 136.9 137.6_ FL 136.6 y 1 �� �► P� 1 135.1 1 -- e DESIGN GR UP =`, FL YARD Engineer' g &Planning solu 'onsI% ' � M 1409 I I „ 6 \ LA3 73 9 I� 13'4 N.T.S. SURFACE OF BASIN TO �N 915 Camino e/ Mar Suite 225, Del Mar, CA 014 • C9 " �(� �� 141 .1 \RO 1 , -" "I Q"'' 1 39.22 C' I I \ BE LEVEL. ELEV. PER TABLE. phone (8 58 350 -5845 fax (858) 350- 45 '(E1 /D !� T 1; •S \ `\ I -� 1p.1p µ 25' LANDSCAPE .thepauldesigngroup.com .- ; F1,A3q' 141.25 O', !I I I I � - -� FL1'3 -Fr 1.36.4 't \�0� 141.46 �11i�1 _.._ � 00' I I 18.( O' --- FL 137.4 cn HY EX POWER POLE - - - -�/- - - - - STRUCTURE o O E REMOVED 2'MIN 4" PERFORATED PIPE �1• 1.4 Y p i -- - -.. 1 6.9 T u T °37.46T EN O'MIN rn q ` m, f 139 33 :. LOT 19 ►3� s 1 A '' ENCINITAS FIRE DEPARTMENT, ° LOT 9 t GF 1 141.56 is- _?._. I I ro A •' L., PE 14 14106 /. _ N ; r 1 139 45' M w of �� -r �, I I I}pl3b.g . I 3 Q ` 'MIN o ,37.2 137 4 PE 136 8 m 0.8 1 ( , I I v_itnz N Nr 3 m rn O f H P 136. \AO' A I c��o ti in 137.21 '� __ >; L 140 q.3� 1 FL. 1. .1 m j I I p .. PLAN; 5 jl M \ G 3 \3�O 137.5 xO; v \ a m C) PLAN 3 T / k 5 U. F t 141.46 \ v __ �61j4'S 00 • FF 141.5 ( 9 Q SEEP 311 ;, 6 141.27 I Z ro -- SIGN DATE ��O �3� -' i _ 1 �... I I v'_ 2:1 SLOPE a v sz 13g. I o L31a� L 42 X �e 7 -' L 139.7 i z I i- cn i I 137.35v F 13b• pT l // I .. - -- - j i 3 m i 138.0 L 134 8 / - - o L 8 5'MIN \ - ^' / I _ ATRIUM DRAIN SAN DIEGUITO WATER DISTRICT FL 140.1 �'' ° I I� W 13 5 136 6 <� CURB AS SHOWN ON AN - co_ F �� ,/ .O \ 130 -- RW�,: BASSHOOTTOM PL N ° 1 .T .: 137.2 _ o^o m _ _ 12" PVC NOTF: STORMWATER TREATMENT IMP /BMP; /� - 25' i illmA ���_ I� _� FL 137.27 NOT TO BE ALTERED WITHOUT CITY PERMIT. z 0D 8 13889 I I �. _____ -- �w r'�' '�, , '� F 141.96 q1 I I _ - 129.33 J *SIGN DATE /A, \ GF 1 I J J 3. FRONT YARD BASIN J J `J J � Naj S H EE / N.T.S. 1: DRAWN BY7 CHECKP7Q CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANNING AND BUILDING L - ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AvU a S kee+ For !ee i ie-06 51,7111 DESCRIPTION: FD. 2" IRON PIPE WITH DISC PLANS PREPARED UNDER SUPERVISION OF 1 RECOMMENDED: APPROV D: PRECISE GRADING PLAN FOR: 1492HYMETTUS AVE EVISE MCISE 69ADIr6 Govi STAMPED "RCE29577 ". DAT':4 Ljj( HORIZONTAL: 1 =20 SME AL 17 (p \` LOCATION: 20'0 1S TO THE CTR OF CUL-DE-SAC MAS/HMAHER PETER OTA- ROBLES CITY VENTURES 10536 -G ?EV .6A.S 1.4il COAJ,=14'., AZ:10 20 CO. L060 AT NE END OFARBOR CT. VERTICAL: N/A R.C.E. NO.: 22606 DATE DAr'E/ S! , APN 254 - 102 -52, 254 - 102 -53 CA(AAtAICL ORA /Af -5°LA.SN 1N,4LC 45 BLim - l� - / _ / Y RECORD FROM: STATION 1005 ENC. CITY BM S G o,,,� j ' y ' A EXP.: 12/31/11 ELEVATION: 174.391 DATUM: NAVD88 SIGN DATE IDO G C. PAUL \ PLANNING CASE N0: 09 -135 TMDB /DR /CDP /EIA & 10 -079 DR /CDP SHEET 2A OF EX. RETAINING WALL 5' PR. GROUND! PR. PAD TG 145e, I EX GROUND I E. 4' EX. GROUND -0 PR. PAD GUNNITE DITCH(D-75) ATRIUM GRATE OUT TO WEEP HOLE 41 0, MIN. EX. GROUND, TW PER PLAN GUNNITE FG PER PLAN DITCH(D-75) PR. PAD EX. RETAINING 3, PVC PIPE-/ WALL, NOTE: BMP NOT TO BE ALTERED WITHOUT PERMIT FROM CITY OF ENCINITAS DRAINAGE SWALE NOT TO SCALE 42.4 STORM DRAIN DATA NO. DIRECTION/DELTA LENGTH RADIUS REMARKS phone (858) 5 fax (858) 350-9745 ......... -B VEGETATED NOTE: NO FILTER FABRIC IS TO BE USED IN SECTION B SWALE 61. 05'50" 47.99 45.00 24" RCP* N84'44'42"E 134.48 16" MIN. 3 4" 24" RCP* DESCRIPTION N5*11'40"W 164.73 BENCHMARK 24" RCP* ALL STORM DRAIN DATA IS TO INSIDE FACE OF BOX *SEE SHEET 4 FOR STORM DRAIN PROFILES -7 Q _tS:139- 8 EX POWER P20LLEj Y, TO BE REMOVED FS: 139 33 1 1 \ \ LOT 9 1 P N I VATQ_ DRAY MENT TQ_ 2% EASE PE 140A . . . . . 54.00 x fti FL: 1318.Z 6.00' I I \ 1120'.AC S1 UD O F 37.27 UT3 Lf) 7-.-7 1 R1w "NO PARKING . . . . . . .. �41 FIRE LANE" ILOT SIGN (TYP.) 13g 01 - - --"-T +00.25 C L 13' TYPE B-2, INLET IPE 141.31 1 SHELBY LAN 1 U; SEE 10536-1 FOR 10+02.67 BVC NTS 1 7.501) 97130' 139.93 FS STREET IMPROVEMENTS of -_ - ­ , : , '', -2 x 2+00 CONC. LUG ...... . PER SDRSD D -6 2% J", 0 10+42.67 E TW: 139.5 10+00.00 SHELBY LN 139.96 . .. ... ALSO BE PLANTED ON SIDE SLOPES WIUIH APO qc� 2Z 0" CURB AIM 6" STREET THE EXP. 12-31-11 A ...... .. .. MEANDERIE V N r_*'IENGINEERED SOIL"LAYER SHALL BE MINIMUM 6" DEEP 'SANDY LOAM"SOIL MIX WITH NO TG: 138.4 N, MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. 1 :135.7 v FL: 1 1.7 ,.,- IC V NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DESIGN OUP 0 20 40 60 80 DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY Engineering & P ning Solutions P'(GH THE DIRECTOR OF ENGINEERING SERVICES. 00 *SEE 915 Camino Del ite 225, Del Mar, CA 92014 *GETATED \--2" MIN. 3/8' phone (858) 5 fax (858) 350-9745 ......... -B VEGETATED NOTE: NO FILTER FABRIC IS TO BE USED IN SECTION B SWALE thepauldesigngroup.com SCALE: 1" 20' THIS SECTION. 24" MIN. N. T.S. (PRIVATE 16" MIN. 3 4" iANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DEbIGNEU BY: 1 DRAWN BY: CHECKED BY: ADA I AUA dut) ENGINEERING DEPARTMENT APPROVALS Oftict 4-=veA-;K4A1"r_ DESCRIPTION. FD. 2" IRON PIPE WITH DISC STAMPED "RCE29577". HORIZONTAL: 1" --20' PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: APP DATE: A,P05D CO. 4060 5 _164114 r 0 !9_- IV- /W LOCATION. 20'01S TO THE CTR OF CUL-DE-SAC AT NE END OFARBOR CT. RECORD FROM. STATION 1005 ENC. CITY BMS VERTICAL: NIA MASIHMAHER PETER COTA-WBI-ES 6r7 R.C.E. NO.: 54564 DA)l DA TLI ELEVATION. 174.391 DATUM. NAVD88 ()BRADLEV D. SAGER EXP.: 12131111 SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOE NOT Tj Te OC CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, ATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF ANY U�K GROUND ....... i LIMITS A UTILITY, PIPE OR STRUCTURE WITHIN THE I OF PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT F1 DESIGN, I.E., LINE rs D ? CROSSING, LINE PARALLELING OR PROPOSED NNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROP U TI LI Ty qK UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAIN J*�eRALL BE SHOWN ON IMPROVEMENT PLANS. EL ECTRIC D SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN TTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND 0 ARE RESPONSIBLE TO RELOCATE AND/OR C7> ADJUST TO GRAD NY EXISTING WATER FACILITY (FIRE HYDRANT, k-A METERS, VAL VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR ... PROJECT. L AFFECTED WATER FACILITIES MUST MEET CURRENT ... . ... ....... WATE GENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF F ITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED a-- WIDE'-CRC)S$, CURRENT STANDARDS AT THE OWNER'S EXPENSE. ,- _ER PER sDRsb/ UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING 2 ........ WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS PARTS. 9, ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. LEGEND EXISTING ELEVATION PROPOSED MAJOR CONTOUR 100 ...... PROPOSED MINOR CONTOUR -98 X_ LOT LINE CURB AND GUTTER -Al FINISH FLOOR F.F. 100.8 GARAGE FLOOR G. F. 100.1 FLOW LINE FL: 100.1 00.1 FINISH SURFACE 1 c\1 TOP OF GRATE 100- 1 PAD ELEVATION PE 100.1 R/W RIGHT OF WAY RETAINING WALL PER PLAN DRAINAGE SWALE SEE DETAIL TO LEFT VXV ATRIUM GRATE ------- GUNNITE DITCH D-75 I=> ,4 'v DRIVEWAY 5.5" < i I- SIDEWALK 5.5" PCC DAD VEGETATED SWALE PER DETAIL SHT.5, 10536- �QI 15 DG PEDESTRIAN PATH PER 10536-1 TURFBLOCK SWALE PER 10536-1 "NO PARKING FIRE LANE" SIGN PER 10536-1 NOTES: 1. REFER TO THE REPORT "REVISED REMEDIAL PLAN FOR PESTICIDE IMPACTED SOILS" PREPARED BY STANTEC CONSULTING CORPORATION AND DATED SEPTEMBER 30, 2010. FOR LOCATION MAP AND CROSS SECTIONS DETAILING WHERE CONTAMINATED SOILS ARE TO BE BURIED. 2. GRADING WITHIN FIRE HYDRANT EASEMENTS SHALL BE LEVEL AN D ADHERING TO FIRE AND WATER DEPARTMENT CRITERIA. _y RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE SURROUNDING GRADE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING E; SUITABLE FOR WELL DRAINED SOIL. ,-l'Xl' ATRIUM GRATE, ELEV. PER TABLE, SHT. 2 C) < zi 12" PIPE 2 -3' HARDWOOD MULCH ELEV. PER TABLE, SHT. 2 R W 24" ENGINEERED SOIL CL 2-3" OF 3/8" GRAVEL =o LH 2-3" COVER OVER PIPE Of w OUT CD LAND- S-C APE > W ID TH I IF= 1 3/4" CRUSHED ROCK Lf�02 VARIES 4" PERFORATED PVC F PVC PIPE INTO RISER *PLACE PIPE WITH PERFORATIONS AT THE INVERT* *'ENGINEERED SOIL"LAYER SHALL BE MINIMUM 24" DEEP 'SANDY LOAM' SOIL MI TH NO MORE THAN 5% WOOD DM CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST NR MULCH, LCH, AND 20-30% TOPSOIL. .EERED SOIL NOTE:STORMWATER TREATMENT IMP/BMP; NOT TO BE ALTERED WITHOUT CITY �PIT . BELOW NOTE: NO IMPERMEABLE LAYER IS TO BE USED. kVEL SECTION A BASIN SHED ROCK N.T.S. CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. (DING PLAN FOR: 1492 HYMETTUS AVE CITY VENTURES 10536-G APN 254-102-52,254-102-53 kNNING CASE NO: 09-135 TMDB/DR/CDP/EIA SHEET 3 OF JV "o ------ SAN DIEGUITO WATER DISTRICT NOTES ......... 141.25 Cc> 4 141.46 �Ern. I POWER. POLEJ 61. - ", FS FL 1,37.4 136.9 V� 1�'C ci r, �, 7. t MOVED I WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTE LOT 191 '3 PR DRAINAGE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATE� 111141.56 26- LOT 9 AGENCIES' STANDARDS COMMITTEE (WASC). CA EASEMENT TOHQ?k 137.2 137.4 PE 136.8 2, REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT PE 14 .8 1 01 137 -OR" PAD �FL 140 '7 PLAN I r, HP 136. .5 f FL, 1,319.1 2-- CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION PLAN 3 L --- j FF 13�7.5 OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND 141 EX. GROUND FF 141.5 6 UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 141.27 ' 90 42 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE U L 139.7 137.35 CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE M 04p, FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN GUNNITE BUILDING CORNER 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON DITCH FL 140.5 HOA ESMT LINE IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER DRAINAGE ESMT LINE 3t. r WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO FL 137.2 WATER DISTRICT. �25 FL 13727 \ , ', `', ) �g , �((r \A 0 7;N7­� 111� , ­1 "1/ 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, -7 129.33' i ct- 141.96 i 1, 1 METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR M,iILBOX ON DIRE&TIONAL.V�ARN'ING SIGNS,. PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT EX. GROUND A- C6NC PAD TYPE WI-6 (9) AND TYPE N (CA) LOT 11 , RIIN 1+00.2 WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF • PR. GROUND ...... l 13' TYPE B-2 FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED SEE NOTE 2 / 4 INLET 14 TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. G EX. RET A, "'1" 1.89% N PARALLELIN 'N VIM -N IPE 141.31 10+42.67 EVC SHELBY LANE too- 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN A Iyj 139.96 ro .-It E, -1-n. WALL Mi ..... .. ­ -- ----- WATER SERVICES. .17 PLAN 10+02.67BVC �kj FF 142.0 0 1 1 i 139.93 FS ------ - - "IN - U� V6 . . . 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN ENTS L '36-1 FOR S FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. T TREET IMPROVEM 1411 6 �i SEE lub v IL ",t. M11- 7 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND T1 46 d CONIC. LUG B EX. GROUND PC, "L LL 13 ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF Fix 142,0- y PE SA THE PARCEL THEY ARE SERVING. 4 TW '140.37 v 10+57.27 STREET A'I 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT ------ s kwl�G WALL FG 138.3 �46 v jAwo N�, i 10+00.00 SHELa)1LNj �E C-2 RETA OPEH I T 41 NO LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL AW ...... . ... .... FS TW 14 ON tKlv�'- 137 POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE EX. GROU D Hp .140. FG 13 WITH THIS LAW, 'THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE 10' WIDE CROSS NO-LEAD BRASS PARTS. r '77 _EX. RETAINING FL z 8" !PVC . 0 CUTTER PER SDRSD 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND WALL 142.46 G-12 SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN .0 ACCORDANCE WITH WC-17 OR WC-18. co PR. GROUND OT 7 �Fl LEGEND 12" PVq S. D. L1 0.1 LOS r- 141.8 0 % MIN. < E G-Z RETAINING IhIALL I EXISTING ELEVATION PLAN 5 m w CONNECT 4 P` EX GROUND SEE DETAIL m: , ; PERT: PIPE PROPOSED MAJOR CONTOUR 100 FF 142.5 SHT. 2 PROPOSED MINOR CONTOUR EX. Pv�c 1-` �10 I ` ­­­,,,"'­!� 0 /1 98 1 V) - T I - 7�D �"kLET LOT LINE EX, J 141.26 I 13�0.v F�Mll 4 CURB AND GUTTER 141.5 )0.00 FF 141.4 F61A0.1 FINISH FLOOR F.F. 100.8 141.2 141.36 I'll � 140.45 FS q4q.0 rn GARAGE FLOOR G.F. 100.1 42.86 ye Tj F POWER POLE W" if FL: 100.1 1401 REM VED FLOW LINE EX. 17 LOT 6 b), 1 100.1 24 O FINISH SURFACE STEP6' TG: 100.1 MOP - 1A PE 142.2� M TOP OF GRATE GUNNITE FL DITCHLD��) PLAN 4 14 .5 PAD ELEVATION ...... L140-4 \#(U 0 FF 142.9 141: rA\AkU W .1 INIRF I - 6 R/W \-.RIGHT 0 W T ME -4w WA .7 C-,\ 7 RETAINING WALL SCOW TYPE C-2 +C-1 S. q ry#441 e- 1 0.7 141.05 DRAINAGE SWALE a 07 SURFACE FLOW DIRECTION ATRIUM GRATE OUT *ov.o0 TO WEEP HOLE VXV ATRIUM GRATE 0 143.0 GUNNITE DITCH D-75 40.85 MIN. RF 40.9 'YPE G- 1: tIJ GROUND 141.9 X. OUL"LLD, TIN PER PLAN 42.3 10001FIED O'� LANDSCAPE AREA �?. 141., 0 DRIVEWAY 5.5" F FG PER PLAN IE, 144.5 1 LOT 5 ELECTRIC Z2 25 Ao"/ GUNNITE 1 SIDEWALK 5.5" V PE 142.41 41 PCC -4 D.1 TC -75) tf l 1% 1 11"1 �(D PR. PAD 143.0 30"PIJBLIC, OAD VEGETATED SWALE PER DETAIL SHT.5, 10536-1 MEN/ Eif' w19 I RETAINING PLAN 6 141.76 i TM 09- DG PEDESTRIAN PATH PER 10536-1 FF 143.1 -PC E 13 PV NE WALL C PIPE WALL ryto I ip LOT 2 5' C.-I 04 C -a. t141- r HP 14 143.06 FL 41.0 TURFBLOCK SWALE PER 10536-1 Go D Ilk V. -I "NO PARKING FIRE LANE" SIGN PER 10536-1 TURF 6" 4- MAX T LOT 3 UNLESS OTHERWISE NOTED 3 HP FL PLAN 6 NOTES: 142.34 PE 141.2 ca \R FF1 41. lO� OkAINAGEA 1, REFER TO THE REPORT "REVISED REMEDIAL PLAN FOR PESTICIDE IMPACTED PLAN 7 SOILS" PREPARED BY STANTEC CONSULTING CORPORATION AND DATED HOA 0 141 .1 NOTE: BMP NOT TO BE ALTERED WITHOUT v FL 14i.-L MAINTENANGr SEPTEMBER 30, 2010. FOR LOCATION MAP AND CROSS SECTIONS DETAILING R* 43 �-j 14 141.86 FF 141.9 F6 40. EASEMENT WHERE CONTAMINATED SOILS ARE TO BE BURIED. k", lAo 40..; IL PERMIT FROM CITY OF ENCINITAS 14US !)o 46 141.2- FL 14 . -LA r DRAINAGE SWALE DRAINAGEAND HOA 2. GRADING WITHIN FIRE HYDRANT EASEMENTS SHALL BE LEVEL AND ADHERING TO� f MAINTENANCE FIRE AND WATER DEPARTMENT CRITERIA. NOT TO SCALE HP 142.1 t6k EASEMENT 114D \V I m RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" 14276 FROM THE SURROUNDING r-'DAr)C' STORM DRAIN DATA NO. -T DIRECTION/DELTA LENGTH RADIUS REMARKS 61-05'50" 47.99 45.00 24" RCP* 0­1\184-44'42"E 134.48 24" RCP* N 5-1 1'40"W 164.73 24" RCP* FG 11421.0 DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING LOT 4 140W w 149 7R SUITA��R WELL DRAINED SOIL. 1E 137.3 ft- 140 POWER PO' AT WGR Tx ,Ajl-��TAKLE, SHT. 2 MrSeit f;b IU BE RELOCATLI CA F 142.76 7y '%.-0 a D1 A fin ELEV. PER TABLE, SHT. 2 ALL STORM DRAIN DATA IS TO INSIDE FACE OF BOX *SEE SHEET 4 FOR STORM DRAIN PROFILES A' JAI, FF 142 10 Bell OFESS/C)A \S SuRFP ENCINITAS FIRE DEPARTMENT Eou 91 ALL BE PLX Lf� ITH R/W 24" ENGINEERED SOIL k*.4 - I ++-� 2-3" OF 3/8" GRAVEL 01 SHALL ECE ADEQUATE GROUNDC:OVER:,bR TURF. VARIES '-3" COVER OVER PIPE 5' I UIM HONE TO PLANTS THA P < PVC S. D. BLOCKING THE @ % I N. qli� FLOW MAY E! �L&Es. H -6 /2 TOTAL LAND- L WIDTH -our ',SEJE DETAIL V, 0" CURB AP S\HT k4 11 F11 I SIGN STREET rj -IF 3/4" CRUSHED ROCK IDEWALK V, DATE ... .... S I "DU SCOPE THE *ENGINEERED SOIL"LAYER SHALL BE MINIMUM 6" DEEP 'SANDY LOAM"SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% SAN DIEGUITO WATER DISTRICT P • � IE 135.7 -30% TOPSOIL. 4" PERFORATED PVC PIP COMPOST OR HARDWOOD MULCH, AND 20 TIE 4" PERFORATED *PLACE PIPE WITH PERFORATIONS PVC PIPE INTO RISER x NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK ELEV. PER TABLE, SHT. 2 U . . .... a;­ D E IGN GR p AT THE INVERT* DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY 6" MIN. ENGINEERED SOIL Engin ering & Planning Solut n 40 60 80 THE DIRECTOR OF ENGINEERING SERVICES. - NOTE:STORMWATER TREATMENT IMP/BMP; NOT TO BE ALTERED WITHOUT CITY PERMIT. Q *SEE NOTE BELOW "4 915 ino Del Mar Suite 225, Del Mar, CA I I 1 00 NOTE: NO IMPERMEABLE LAYER IS TO BE USED ALONG BASIN BOTTOM. SIGN 92 4 NOTE: NO FILTER FABRIC IS TO BE USED IN SECTION B-B VEGETATED SWALE N. 3/8" GRAVEL SECTIONA-A BASIN DATE www.thepauldesigngroup.com phc�n 350-5845 fk�aK (858) 350- 2" MI THIS SECTION. SCALE: 1 20' N.T.S. 4" PERFORATED PIPE--r--� A-MN' 16" MIN. 3/4" CRUSHED ROCK NEW SNE-Er N. TS. UL�SIUNLL) 13Y: I nRAWM BY: 1 '77UKEL) BY: - CHANGE NO, DESCRIPTION, APPROVED DATE BEACHNIXR-K SCALE PLANNING AND BUILDING ADA I AUA I DCP ENGINEERING DEPARTMENT APPROVALS 'CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. a, �s T� PLANS PREPARED UNDER SUPERVISION OF Actce �ke-,Ift4- Ae omecc-;sc. ;.qa AA DESCRIPTION. FD. 2" IRON PIPE WITH DISC RECOMMENDED: APPROVaD PRECISE GRADING PLAN FOR: % AMb C '1117.11 STAMPED MODIFY 751- WML, ALL gn�MM-P@*Li "RCE 29577". HORIZONTAL: 1'�--20' DATE. , 1492 HYMETTUS AVE 9-9v6E Frecis r: 6wi44 * sm MM-4c-$ ..2 e. lot LOCATION. 20'01S TO THE CTR OF CUL-DE-SAC Az MASIH MAHER PETER COTA-ROBLES A4, I CITY VENTURES 10536-G RVASE -PMIL ATNE END O-FARBORCT. R.C.E. NO.: 21606 s/s/11 - a . 'I I A RECORD FROM. STATION 1005 ENC. CITY BMS VERTICAL: NIA C�� - - - APN 254-102-52,254-102-53 - Zn IA-&V. ABA 5/" C0A1i=1G411;?A 770 wWl ELEVATION. 4� 5-11. DATE DATE 1A,0 - 174.3-9-1 DATUM: NAVD88 SIGN DATE D GC. PAUL EXP.: 12131111 O&D �W 0 - PLANNING CASE NO: 09-135 TMDB/DR/CDP/EIA & 10-079 DR/CDP !SHEET 3A OFX B LEUCADIA WASTEWATER DISTRICT SEWER NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2.ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATION SFOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. , 3.OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIEMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4.THE CONTRACOTR SHALL HAVE A COPY OF THE SEWER NOTES 2 & 3 DOCUMENTS ON THE JOBSITE AT ALL TIMES. 5.THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 7.PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PRIOVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 8.NO WORK SHALL BE COMMENCED UNITIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISCICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. 9.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SHEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 10.APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF 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. 11. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 12. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUCTION SHANGES TO THE ORIGINAL MYLAR DWGS. WITH INITIALED APPROVAL ON THE MYLARS 11CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS —BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 14.THE CONTRACTOR SHALL PROTECT ALL 4SURVEY MONUMENTATION.IF ANY SURVEY MONUMENTS ARE DISTRUBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE— ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 15. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR'S EXPENSE. 16. FINAL APPROVAL OF PLANS BY THE DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. NOTE: .... C THE TURF BLOCK SWALES AND BIO RETENTION BASINS (AND ANY. ASSOCIATED LANDSCAPING) ARE TO BE MAINTAINED BY THE HOA TREE 4 AND AND ARE ALLOWED L PER NT: PERMANENT ENCROACHMENT MAINTENANCE PACIFIC S Y':h f� RECORDED ------------ AS DOC # ------ ---- 4 EXIST GRATE TO BE REPLACED WITH TYPE "G -1 C,B, MAINTAIN 2" & 4" PVC CONNECTIONS 1 +00.00 - 14.91' RT CL TYPE "G- 1 "C.B. '! s . m . 1vx • v ............ I .............................. [ HORIZONTAL 0 ............................... 1" = 20' EXIST. E DESI ROUP Engineeri & Pla min olutions 915 Camin el Mar Suite 225, Del M A 92074 phone ( 0) 3504845 fax (858) 5745 www.the pau I desig ngrou pxom CHANGE NO DESCRIPTION STORM DRAIN DATA Line # Length Direction COMMENTS 1_1 46.59 S81 °07'59 "E 24" RCP .1141% WOM NOT fftzflof.Mev yu1= TO Lm,4t. Of abM. "M. - 1P0VEL0YEV- TAM A f6f TD GItM 04 LIf:V Of IMtt�v�l�r• 1 CAUTION!!!!! CONTRACTOR TO VERIFYALL EXIST. UTILITY CROSSINGS PRIOR TO ANY WORK PROFILE. OFFS/ TE S. D. E L AVE SCALE: 1" = 20' APPROVED DATE BENCHMARK DESCRIPTION: FD. 2" IRON PIPE WITH DISC STAMPED "RCE 29577 ". d LOCATION: 20' O/S TO THE CTR OF CUL -DE -SAC AT NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 SCALE HORIZONTAL- 1 " =20' VERTICAL: 1" = 2' 47.99' dF 24" RCP ................_... MDRAIhV PIPE @ 0.50% 28.41' OF 24" RCP 'M DRAIN 90-50% I? OFESS /O � c m p w No. CO 54564 m m EXP. 12-31 -11 A S��TF iP �O�/ OF F CAS 24" RCP @ 0.50% ._ .............. ........................ ZONTAL w EXISTING I STORM DRA(IV P /PE 6j�j. _ HGL 10 058'OF24 "RCP 7j X....M.. _- STORM DRAIN PROFILE: STORM DRAIN (P tts L/A T ) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' s-A� &To.i� -r ; SHAU4 f3C N1/A:rmiAvmco PCri, 6w/1,A OOC 2011- hZ1S`7V`1 /2aC... :5, X011 AWO YWATIU7 AG*(CGt 9AjT D®t&PRIJ- Jg1551 /Zee_ A611 SEE SHEET 2 AND 3 FOR PLAN �VIEW UCJIUIVCU O I: UKHVVIV C71: I UntUrUS U L1I: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT I IN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APR ED: GRADING PLAN FOR: DATE: /Z' �'�� a _ 1492 HYMETTUS AVE ASIH MAHER PETER COTA -RO LES CITY VENTURES R.C.E. NO.: 54564 DAI_ /� 1 / 1( DATE / APN 254 - 102 -52, 254 - 102 -53 BRADL D. SAGER EXP.: 12/31/11 PLANNING CASE NO: 09 -135 TMDB /DR /CDP /EIA 18.16' GF -24" DRAIN PIPE G 164.73' @ 0.50% L 7+oo LO X Q li I CD M 1. SET POSTS AND EXCAVATE A 6 INCH BY 6 INCH TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. EXTEND THE FILTER FABRIC INTO THE 6" x 6" TRENCH. SILT FENCE DETAIL 2. STAPLE THE FILTER FABRIC TO THE FENCE. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC - 2' MIN. 3' MAX. N.T.S. NOTE: THE SILT FENCE SHOULD BE SUPPORTED BY A WIRE MESH IF THE FILTER FABRIC DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTERISTICS (AS RECOMMENDED BY THE FABRIC MANUFACTURER) „� ,1 r-12" MIN. BERM 2% ISH GRADE TYPICAL BERM -TOP OF FILL SLOPES NO SCALE TYPICAL GRAVEL BAG BARRIER N.T.S. COARSE AGGREGATE- EXISTING GROUND BEST MANAGEMENT PRACTICES DESCRIPTION SYMBOL CASQA BMP MANUAL STD DWG SILT FENCE SILTATION AND SEDIMENT CONTROL MEASURES NOTES: SE1 FIBER ROLL INSTALL FIBER SE5 APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR GRAVEL BAG BARRIER SE6 ALONG A LEVEL CONTOUR. HYDROSEEDING 0 EC4 MATERIAL DELIVERY STORAGE 4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN OCTOBER 1 SEDIMENT RUNOFF. THE BASINS SHALL BE MAINTAINED AND CLEANED TO DESIGN CONTOURS AFTER 3 i WM1 TREATMENT APPROVED BY THE CITY OF SANTEE. BETWEEN OCTOBER 1 AND APRIL 30 SOLID WASTE MANAGEMENT APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND WM5 HAZARDOUS WASTE MANAGEMENT 8' MINIMUM WM6 CONCRETE WASTE MANAGEMENT 5. CATCH BASIN, DESILTING BASINS AND STORM DRAIN SYSTEMS SHALL BE INSTALLED TO THE cWM SATISFACTION OF THE CITY OF SANTEE. WM8 SANITARY /SEPTIC WASTE MANAGEMENT 2. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE 5 IN UNPAVED STREETS WITH GRADIENTS IN EXCESS OF 2 % AND ON OR IN OTHER GRADED FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN WM9 STABILIZED CONSTRUCTION ENTRANCE 4/ WOOD STAKES UNTIL RELIEVED OF SAME BY THE CITY OF SANTEE. THE DEVELOPER TO REMOVE MAX 4' SPACING TC1 0" k i NOTE: FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS SILTATION AND SEDIMENT CONTROL MEASURES NOTES: WITHOUT CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION OF THE CITY OF SANTEE DEPARTMENT OF DEVELOPMENT SERVICES THAT WILL ALLOW WATER TO DRAIN FROM THE PAD INSTALL FIBER ROLL APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR 2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CRESTS OF THE SLOPES. ALONG A LEVEL CONTOUR. 3. MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICALLY AND HORIZONTALLY AS 1. THE SEDIMENT BASINS SHALL BE PROVIDED AT THE LOWER END OF EVERY DRAINAGE AREA PRODUCING 2 APPROPRIATE TO BLEND WITH THE SURROUNDING TOPOGRAPHY. BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. 4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN OCTOBER 1 SEDIMENT RUNOFF. THE BASINS SHALL BE MAINTAINED AND CLEANED TO DESIGN CONTOURS AFTER 3 i THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS AT TREATMENT APPROVED BY THE CITY OF SANTEE. BETWEEN OCTOBER 1 AND APRIL 30 EVERY RUNOFF PRODUCING STORM. THE BASINS SHOULD BE SEMI - PERMANENT STRUCTURES THAT T APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND FIBER ROLL THE EXPOSURE OF CUT SLOPES AND /OR THE CREATION OF EMBANKMENT SLOPES. 8' MINIMUM 4. B BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLICATION FROM 5. CATCH BASIN, DESILTING BASINS AND STORM DRAIN SYSTEMS SHALL BE INSTALLED TO THE SLOPES. M SATISFACTION OF THE CITY OF SANTEE. MULTIPLE ANGLES). 6. GRAVEL BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE CITY OF SANTEE 2. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE 5 IN UNPAVED STREETS WITH GRADIENTS IN EXCESS OF 2 % AND ON OR IN OTHER GRADED FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN OR EXCAVATED AREAS AS REQUIRED BY THE CITY OF SANTEE. \1/ 4/ WOOD STAKES UNTIL RELIEVED OF SAME BY THE CITY OF SANTEE. THE DEVELOPER TO REMOVE MAX 4' SPACING ALL SOIL INTERCEPTED BY THE GRAVEL BAGS, CATCH BASINS AND DESILTING BASINS AND KEEP THESE FIBER FACILITIES CLEAN AND FREE OF SILT AND SAND AS DIRECTED BY THE CITY OF SANTEE. RO�LS THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE CITY OF SANTEE. VERTICAL SPACING ALONG FACE OF THE SLOPE VARIES SLOPE 2" TO 4" 12" MINIMUM ENTRENCHMENT DETAIL INSTALL A FIBER ROLL NEAR TRAVELED SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE. WAY TYPICAL FIBER ROLL INSTALLATION ��t NO SCALE 8 MIN. FILTER FABRIC PROFILE TRAVELED WAY 16' MIN r X "� ADA PLAN y ,� NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE STABILIZED CONSTRUCTION ENTRANCE AND CONSTRUCTION ROADWAY LEGEND ITEM CUT SLOPE FILL SLOPE WATERCOURSE EXISTING CONTOUR PROPOSED CONTOUR DAYLIGHT LINE BROW DITCH PROPERTY LINE EASEMENT LINE ENERGY DISSIPATER TYPE B INLET TYPE "A -4" CLEANOUT CHANGE N N.T.S. SYMBOL a --- 275 - -- - 275 G:�c�c�C�CaC�a DESCRIPTION 0_17120#24461 '7°' S. D. R. S. D. N/A N/A N/A N/A N/A N/A PER D -75 N/A N/A PER D -40 D -2, D -11 D -9 NO SCALE SOIL STABILIZATION RULES (CONT.) 3. ALL MANUFACTURED SLOPES AND CLEARED SLOPES OF 3 TO 1 (HORIZONTAL TO VERTICAL) AND STEEPER ARE TO PROTECTED WITH BMP APPROVED BY THE CITY OF SANTEE, AS DESCRIBED IN NUMBER 1 AND 2 ABOVE. CLEARED SLOPES FLATTER THAN 3 TO 1 MUST STILL BE PROTECTED FROM EROSION USING EITHER AN APPROVED BMP OR BY USING HYDROMULCH WITH A GUARD BINDER. FLAT AREAS LESS THAN 5% (LIKE BUILDING PADS, PARKING AREAS, LEACH FIELDS) SHALL HAVE 100% PROTECTION USING GEOTEXTILES, MATS (SS -7 OR ESC20), OR OTHER MATERIAL APPROVED BY THE CITY OF SANTEE FOR STABILIZING SLOPES, OR USING TRACKING AND SOIL STABILIZERS /BINDERS (SS -5) TEMPORARY SEEDING (SS -4) MULCH /WOOD CHIPS (SS -3; SS -6, SS -8), OR JUTE MATTING (SS -7). THE CITY OF SANTEE MAY REDUCE THIS REQUIREMENT FOR FLAT AREAS AND THE BELOW REQUIREMENT, PROVIDE FULL SEDIMENT CONTROL IS ?ROVIDED THROUGH CONSTRUCTED AND MAINTAINED DESILTATION BASINS (SC -2) AT ALL PROJECT DISCHARGE POINTS. 4. AREAS OF GRADED PADS THAT HAVE ACTIVE STRUCTURE CONSTRUCTION UNDERWAY MAY BE PROTECTED BY ROLLED PLASTIC AS PART OF A WEATHER- TRIGGERED ACTION PLAN UNTIL THE STRUCTURE'S ROOF HAS BEEN COMPLETED. THE REMAINDER OF THE PAD AREA MUST CONTINUE TO BE PROTECTED USING EROSION CONTROL MEASURES IDENTIFIED ABOVE. 5. UNPAVED ROADS ARE EXEMPT FROM THE 100% PROTECTION REQUIREMENT BUT SHALL HAVE APPROPRIATE BMP's INSTALLED SUCH AS GRAVEL BAG CHEVRONS. EMERGENCY EROSION CONTROL MEASURES NOTES: SILTATION AND SEDIMENT CONTROL MEASURES NOTES- CONTINUED 11. ALL EROSION CONTROL DEVICES WITHIN THE DEVELOPMENT SHOULD BE MAINTAINED DURING AND AFTER EVERY RUNOFF PRODUCING STORM, IF POSSIBLE, MAINTENANCE CREWS WOULD BE REQUIRED TO HAVE ACCESS TO ALL AREAS. 12. PROVIDE ROCK RIP -RAP ON CURVES AND STEEP DROPS IN ALL EROSION PRONE DRAINAGE CHANNELS DOWNSTREAM FROM THE DEVELOPMENT. THIS PROTECTION WOULD REDUCE EROSION CAUSED BY THE INCREASED FLOWS THAT MAY BE ANTICIPATED FROM DENUDED SLOPES, OR FROM IMPERVIOUS SURFACES. 13. ANY PROPOSED ALTERNATE CONTROL MEASURES MUST BE APPROVED IN ADVANCE BY ALL RESPONSIBLE AGENCIES; I.E., CITY OF SANTEE ENGINEERING DEPARTMENT, DEPARTMENT OF SANITATION AND FLOOD CONTROL, OFFICE OF ENVIRONMENTAL MANAGEMENT, ETC. ' \ !. 1. ALL SLOPES SHALL BE PLANTED WITH CITY APPROVED HYDROSEED PER LANDSCAPE PLANS. THE HYDROSEED SHALL BE INTEGRATED INTO BONDED FIBER MATRIX (BFM) FOR EROSION CONTROL OF SLOPES. APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. BFM SHALL BE APPLIED TO PROVIDE 100 % COVERAGE (I.E. APPLICATION FROM MULTIPLE ANGLES). A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR APPROVAL. STORMWATER PROTECTION NOTES: 1. DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY THE PROPERTY OWNER IN THE EVENT OF A RAINSTORM. 125% OF ALL SUPPLIES NEEDED FOR BMP MEASURES SHALL BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE INSTALLATION IN 48 HOURS OR LESS OF A FORECAST RAIN. 2. NO AREA BEING DISTURBED SHALL EXCEED 50 ACRES AT ANY GIVEN TIME WITHOUT DEMONSTRATING TO THE CITY OF SANTEE DIRECTOR'S SATISFACTION THAT ADEQUATE EROSION AND SEDIMENT CONTROL CAN BE MAINTAINED. ANY DISTURBED AREA THAT IS NOT ACTIVELY GRADED FOR 10 DAYS MUST BE FULLY PROTECTED FROM EROSION. UNTIL ADEQUATE LONG -TERM PROTECTIONS ARE TO BE INSTALLED, THE DISTURBED AREA SHALL BE INCLUDED WHEN CALCULATING THE ACTIVE DISTURBANCE AREA. ALL EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED DURING ANY INACTIVE PERIOD. 3. THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE BMP'S (BEST MANAGEMENT PRACTICES) THAT HAVE BEEN INCORPORATED INTO THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY PREVENT THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORMWATER QUALITY. THE MAINTENANCE OF THE BMP'S IS THE PERMITEE'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMP'S MAY RESULT IN ENFORCEMENT ACTION BY THE CITY OF SANTEE OR OTHERS. IF INSTALLED BMP'S FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATIVE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO S0, 4. A NOTICE OF INTENT (NOI) HAS BEEN, OR WILL BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD ( SWRCB) AND THAT A STORMWATER POLLUTION PREVENTION PLAN ( SWPPP) HAS BEEN OR WILL BE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (PERMIT NO. CAS000002) FOR ALL OPERATIONS ASSOCIATED WITH THESE PLANS. THE NOI NUMBER ASSIGNED BY SWRCB FOR THIS PROJECT IS 937C339991. THE PERMITEE SHALL KEEP A COPY OF THE SWPPP ON SITE AND AVAILABLE FOR REVIEW. BY CITY OF SANTEE INSPECTORS. 1. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PREVENT WATER FROM FLOWING BONDED FIBER MATRIX (BFM) NOTES FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS SILTATION AND SEDIMENT CONTROL MEASURES NOTES: WITHOUT CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION OF THE CITY OF SANTEE DEPARTMENT OF DEVELOPMENT SERVICES THAT WILL ALLOW WATER TO DRAIN FROM THE PAD WITHOUT CAUSING EROSION. APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR 2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CRESTS OF THE SLOPES. SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. 3. MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICALLY AND HORIZONTALLY AS 1. THE SEDIMENT BASINS SHALL BE PROVIDED AT THE LOWER END OF EVERY DRAINAGE AREA PRODUCING 2 APPROPRIATE TO BLEND WITH THE SURROUNDING TOPOGRAPHY. BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. 4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN OCTOBER 1 SEDIMENT RUNOFF. THE BASINS SHALL BE MAINTAINED AND CLEANED TO DESIGN CONTOURS AFTER 3 ALL CUT AND FILL SLOPES SHALL BE STABILIZED WITH A HYDROMULCH MIXTURE OR AN EQUAL THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS AT TREATMENT APPROVED BY THE CITY OF SANTEE. BETWEEN OCTOBER 1 AND APRIL 30 EVERY RUNOFF PRODUCING STORM. THE BASINS SHOULD BE SEMI - PERMANENT STRUCTURES THAT T APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND FIBER ROLL THE EXPOSURE OF CUT SLOPES AND /OR THE CREATION OF EMBANKMENT SLOPES. 8' MINIMUM 4. B BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLICATION FROM 5. CATCH BASIN, DESILTING BASINS AND STORM DRAIN SYSTEMS SHALL BE INSTALLED TO THE SLOPES. M SATISFACTION OF THE CITY OF SANTEE. MULTIPLE ANGLES). 6. GRAVEL BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE CITY OF SANTEE 2. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE 5 IN UNPAVED STREETS WITH GRADIENTS IN EXCESS OF 2 % AND ON OR IN OTHER GRADED FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN OR EXCAVATED AREAS AS REQUIRED BY THE CITY OF SANTEE. 3/4 "x3/4" 7. THE DEVELOPER IS TO MAINTAIN THE PLANTINGS AND EROSION CONTROL MEASURES DESCRIBED ABOVE WOOD STAKES UNTIL RELIEVED OF SAME BY THE CITY OF SANTEE. THE DEVELOPER TO REMOVE MAX 4' SPACING ALL SOIL INTERCEPTED BY THE GRAVEL BAGS, CATCH BASINS AND DESILTING BASINS AND KEEP THESE A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN FACILITIES CLEAN AND FREE OF SILT AND SAND AS DIRECTED BY THE CITY OF SANTEE. 3 UTILITY TRENCHES THAT ARE CUT THROUGH BASIN D THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE CITY OF SANTEE. SILTATION AND SEDIMENT CONTROL MEASURES NOTES- CONTINUED 11. ALL EROSION CONTROL DEVICES WITHIN THE DEVELOPMENT SHOULD BE MAINTAINED DURING AND AFTER EVERY RUNOFF PRODUCING STORM, IF POSSIBLE, MAINTENANCE CREWS WOULD BE REQUIRED TO HAVE ACCESS TO ALL AREAS. 12. PROVIDE ROCK RIP -RAP ON CURVES AND STEEP DROPS IN ALL EROSION PRONE DRAINAGE CHANNELS DOWNSTREAM FROM THE DEVELOPMENT. THIS PROTECTION WOULD REDUCE EROSION CAUSED BY THE INCREASED FLOWS THAT MAY BE ANTICIPATED FROM DENUDED SLOPES, OR FROM IMPERVIOUS SURFACES. 13. ANY PROPOSED ALTERNATE CONTROL MEASURES MUST BE APPROVED IN ADVANCE BY ALL RESPONSIBLE AGENCIES; I.E., CITY OF SANTEE ENGINEERING DEPARTMENT, DEPARTMENT OF SANITATION AND FLOOD CONTROL, OFFICE OF ENVIRONMENTAL MANAGEMENT, ETC. ' \ !. 1. ALL SLOPES SHALL BE PLANTED WITH CITY APPROVED HYDROSEED PER LANDSCAPE PLANS. THE HYDROSEED SHALL BE INTEGRATED INTO BONDED FIBER MATRIX (BFM) FOR EROSION CONTROL OF SLOPES. APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. BFM SHALL BE APPLIED TO PROVIDE 100 % COVERAGE (I.E. APPLICATION FROM MULTIPLE ANGLES). A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR APPROVAL. STORMWATER PROTECTION NOTES: 1. DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY THE PROPERTY OWNER IN THE EVENT OF A RAINSTORM. 125% OF ALL SUPPLIES NEEDED FOR BMP MEASURES SHALL BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE INSTALLATION IN 48 HOURS OR LESS OF A FORECAST RAIN. 2. NO AREA BEING DISTURBED SHALL EXCEED 50 ACRES AT ANY GIVEN TIME WITHOUT DEMONSTRATING TO THE CITY OF SANTEE DIRECTOR'S SATISFACTION THAT ADEQUATE EROSION AND SEDIMENT CONTROL CAN BE MAINTAINED. ANY DISTURBED AREA THAT IS NOT ACTIVELY GRADED FOR 10 DAYS MUST BE FULLY PROTECTED FROM EROSION. UNTIL ADEQUATE LONG -TERM PROTECTIONS ARE TO BE INSTALLED, THE DISTURBED AREA SHALL BE INCLUDED WHEN CALCULATING THE ACTIVE DISTURBANCE AREA. ALL EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED DURING ANY INACTIVE PERIOD. 3. THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE BMP'S (BEST MANAGEMENT PRACTICES) THAT HAVE BEEN INCORPORATED INTO THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY PREVENT THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORMWATER QUALITY. THE MAINTENANCE OF THE BMP'S IS THE PERMITEE'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMP'S MAY RESULT IN ENFORCEMENT ACTION BY THE CITY OF SANTEE OR OTHERS. IF INSTALLED BMP'S FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATIVE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO S0, 4. A NOTICE OF INTENT (NOI) HAS BEEN, OR WILL BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD ( SWRCB) AND THAT A STORMWATER POLLUTION PREVENTION PLAN ( SWPPP) HAS BEEN OR WILL BE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (PERMIT NO. CAS000002) FOR ALL OPERATIONS ASSOCIATED WITH THESE PLANS. THE NOI NUMBER ASSIGNED BY SWRCB FOR THIS PROJECT IS 937C339991. THE PERMITEE SHALL KEEP A COPY OF THE SWPPP ON SITE AND AVAILABLE FOR REVIEW. BY CITY OF SANTEE INSPECTORS. DIK ES SHALL BE PLUGGED WITH SANDBAGS INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE CUT FOR BROWDITCH FROM .TOP OF PIPE TO TOP OF DIKE. REQUIREMENTS SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR APPROVAL. VISQUEEN SPILLWAY SOIL STABILIZATION RULES 1. PHYSICAL STABILIZATION THROUGH USE OF GEOTEXTILES, MATS, FIBER ROLLS (SS -7 OR ESC20), BONDED FIBER MATRIX OR OTHER MATERIAL APPROVED BY THE CITY FOR STABILIZING SLOPES, OR 2. VEGETATION STABILIZATION USING HYDROSEED (SS -4 OR ECS10) OR ACCEPTABLE LANDSCAPING MAY BE USED ONLY MAY 1 TO AUGUST 15. VEGETATION PROPOSED TO STABILIZED SLOPES MUST BE INSTALLED BY AUGUST 15, WATERED, AND ESTABLISHED PRIOR TO OCTOBER 1. THE PROPERTY OWNER SHALL SHOW ON THE PLAN A CONTINGENCY PHYSICAL BMP TO INSTALLED BY OCTOBER 1, IF HYDROSEED ESTABLISHMENT DOES NOT OCCUR BY THAT DATE. IF LANDSCAPING IS PROPOSED, EROSION CONTROL MEASURES MUST ALSO BE USED WHILE LANDSCAPING IS BEING ESTABLISHED. ESTABLISHED VEGETATION SHALL HAVE A SUBSURFACE MAT OF INTERTWINED MATURE ROOTS WITH A UNIFORM VEGETATIVE COVERAGE OF 70 PERCENT OF THE NATURAL VEGETATIVE COVERAGE OR MORE ON ALL DISTURBED AREAS. D DATE I BENCHMARK DESCRIPTION: FD. 2" IRON PIPE WITH DISC F STAMPED "RCE 29577 ". LOCATION., 20'01S TO THE CTR OF CUL- DE -SACAT NE END OFARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION., 174.391 DATUM. NAVD88 SCALE HORIZONTAL: N/A VERTICAL: N/A 4. ALL UTILITY TRENCHES SHALL BE BLOCKED AT THE PRESCRIBED INTERVALS WITH A DOUBLE ROW OF STABILIZED FIBER MATRIX (SFM) NOTES SANDBAGS WITH A TOP ELEVATION, TWO SANDBAGS BELOW THE GRADED SURFACE OF THE STREET. SANDBAGS ARE TO BE PLACED WITH LAPPED COURSES. THE INTERVALS PRESCRIBED BETWEEN SANDBAG BLOCKING SHALL DEPEND ON THE SLOPE OF THE GROUND SURFACE, BUT NOT EXCEED THE FOLLOWING: 1. SFM MAY BE USED FOR TEMPORARY EROSION CONTROL FOR DISTURBED AREAS WITH A GRADE OF THE STREET INTERVAL SLOPE RATIO OF 1 VERTICAL TO 2 HORIZONTAL OR SHALLOWER, INCLUDING PAD AND SEPTIC FIELD. LESS THAN 2% AS REQUIRED 2. THE SFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL AND 2% TO 4% 100 FEET SHALL BE APPLIED TO PROVIDE 1005 COVERAGE (I.E. APPLIED FROM MULTIPLE DIRECTIONS 4% TO 10% 50 FEET AND ANGLES). OVER 10% 25 FEET 3. THE APPLICATION AREA MUST BE PROTECTED BY BROW DITCHES AND OR DIVERSION BERMS 5. AFTER UTILITY TRENCHES ARE BACKFILLED AND COMPACTED, THE SURFACES OVER SUCH AT TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF PROTECTED SLOPE. TRENCHES SHALL BE MOUNDED SLIGHTLY TO PREVENT CHANNELING OF WATER IN THE TRENCH AREA. 4. FOR PERMANENT EROSION CONTROL PURPOSES, SFM MUST BE INSTALLED IN CONJUNCTION CARE SHOULD BE EXERCISED TO PROVIDE FOR CROSS FLOW AT FREQUENT INTERVALS WHERE TRENCHES WITH SEEDED EROSION CONTROL VEGETATION OR HAND PLANTINGS. AS WITH ALL OTHER ARE NOT ON THE CENTERLINE OF A CROWDED STREET. APPLICATIONS, SFM WILL NOT BE CONSIDERED PERMANENT UNTIL 70% VEGETABLE ESTABLISHMENT. 6. ALL BUILDING PADS SHOULD BE SLOPED TOWARD THE DRIVEWAYS AND VELOCITY CHECK DAMS 5. COVERAGE AND CONCENTRATION: FOR EACH ACRES COVERED, THE MINIMUM APPLICATION PROVIDED AT THE BASE OF ALL DRIVEWAYS DRAINING INTO THE STREET. VOLUME SHALL BE 10 GALLONS NON -TOXIC WATER- PERMEABLE SOIL- STABILIZING LIQUID EMULSION WITH 3,000 LBS. OF HYDRAULIC MULCH. THE EMULSION MUST BE DESIGNED TO 7. PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THE INTERVALS INDICATED PROTECT SOIL, PREVENT EROSION, AND FLOCCULATE (CLUMP) SEDIMENT. BELOW: GRADE OF CHANNEL INTERVALS BETWEEN CHECK DAMS 6. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THE SFM WAS INSTALLED IN ACCORDANCE WITH APPROVED APPLICATION RATES, COVERAGE, AND MANUFACTURER'S LESS THAN Y. 100 FEET DILUTION RATIO SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL. 3% TO 6% 50 FEET OVER 6% 25 FEET 7. FLAT AREAS OF LESS THAN 5% (LIKE BUILDING PADS, PARKING AREAS, LEACH FIELD) SHALL HAVE 1005 PROTECTION USING GEOTEXTILES, MATS (SS -7 OR ESC20), OR OTHER MATERIAL 8. PROVIDE VELOCITY CHECK DAMS IN ALL PAVED STREETS AREAS ACCORDING TO INTERVALS INDICATED APPROVED BY THE CITY FOR STABILIZING SLOPES, OR USING TRACKING AND SOIL BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER OR OTHER EROSION STABILIZERS /BINDERS (SS -5), TEMPORARY SEEDING (SS -4), MULCH /WOOD CHIPS (SS -3, RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS SS -6, SS -8), OR JUTE MATTING (SS -7). THE CITY MAY REDUCED THIS REQUIREMENTS THE STREET OR CHANNEL AT RIGHT ANGLES TO THE CENTERLINE. VELOCITY CHECK DAMS MAY ALSO SERVE FOR FLAT AREAS PROVIDED FULL SEDIMENT CONTROL IS PROVIDED THROUGH CONSTRUCTED AS SEDIMENT TRAPS. AND MAINTAINED DESILTATION BASINS (SC -2) AT ALL PROJECT DISCHARGE POINTS. GRADE, OF STREET INTERVAL NO. OF BAGS HIGH LESS THAN 2% AS REQUIRED, 200' MAX. 1 2% TO 4% 100 FEET 1 4% TO 6% 50 FEET 1 6% TO 10% 50 FEET 2 MORE THAN 10% 25 FEET 2 9. PROVIDE A GRAVEL BAGS SILT BASIN OR TRAP BY EVERY STORM DRAIN INLET TO PREVENT SEDIMENT ROFESSIO T FROM ENTERING DRAIN SYSTEM. o. T 10. GRAVEL BAGS AND FILL MATERIAL SHALL BE STOCKPILED AT INTERVALS, READY FOR USE WHEN h �� �� 2� L REQUIRED. m N . iZ�564I m * DESI N OUP �� qrF OF OAS &� Engine ng & Planning olutions 915 Ca o De! Mar Suite 225, Del Ma , 92014 ph 858J 350 -5845 fax (858) -9745 www.thepaLl e"gngroup."m ULSIGNLU 13Y: 1 DRAWN BY: --7R7= BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DLANS PREPARED UNDER SUPERVISION OF Z / RECOMIME�_N /TED: / AP ED: GRADING PLAN FOR. 1492 HYMETTUS AVE r DATE: 1 'o2-eW ASIH MA HER _ PETER COTA- ROBLES CITY VENTURES 10536 -V R.C.E. NO.: 54564 lilt/If APN 254 - 102 -52, 254 - 102 -53 RADLE D. SAGER DATE DA E EXP.: 12/31/11 PLANNING CASE N0: 09 -135 TMDB /DR /CDP /ETA SHEET 5 OFT V N Q N J U �I �I 1� o ^� Q S � �N 'q- a- o Ji It c� Lo I in rn M BONDED FIBER MATRIX (BFM) NOTES CONTINUOUS ROW S SILTATION AND SEDIMENT CONTROL MEASURES NOTES: OF ROCK BAGS 1 1. A APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. 1. THE SEDIMENT BASINS SHALL BE PROVIDED AT THE LOWER END OF EVERY DRAINAGE AREA PRODUCING 2 2. B BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. ASQUEEN LINING S SEDIMENT RUNOFF. THE BASINS SHALL BE MAINTAINED AND CLEANED TO DESIGN CONTOURS AFTER 3 3. T THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS AT EVERY RUNOFF PRODUCING STORM. THE BASINS SHOULD BE SEMI - PERMANENT STRUCTURES THAT T THE TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF SLOPE. WOULD REMAIN UNTIL SOIL STABILIZING VEGETATION HAS BECOME WELL ESTABLISHED ON ALL ERODIBLE 4 4. B BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLICATION FROM SLOPES. M MULTIPLE ANGLES). 2. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE 5 5• F FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN CITY OF SANTEE ENGINEER. C CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION. 6. A A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN 3 UTILITY TRENCHES THAT ARE CUT THROUGH BASIN D ES SHALL BE PLUGGED WITH SANDBAGS INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE CUT FOR BROWDITCH FROM .TOP OF PIPE TO TOP OF DIKE. REQUIREMENTS SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR APPROVAL. VISQUEEN SPILLWAY SOIL STABILIZATION RULES 1. PHYSICAL STABILIZATION THROUGH USE OF GEOTEXTILES, MATS, FIBER ROLLS (SS -7 OR ESC20), BONDED FIBER MATRIX OR OTHER MATERIAL APPROVED BY THE CITY FOR STABILIZING SLOPES, OR 2. VEGETATION STABILIZATION USING HYDROSEED (SS -4 OR ECS10) OR ACCEPTABLE LANDSCAPING MAY BE USED ONLY MAY 1 TO AUGUST 15. VEGETATION PROPOSED TO STABILIZED SLOPES MUST BE INSTALLED BY AUGUST 15, WATERED, AND ESTABLISHED PRIOR TO OCTOBER 1. THE PROPERTY OWNER SHALL SHOW ON THE PLAN A CONTINGENCY PHYSICAL BMP TO INSTALLED BY OCTOBER 1, IF HYDROSEED ESTABLISHMENT DOES NOT OCCUR BY THAT DATE. IF LANDSCAPING IS PROPOSED, EROSION CONTROL MEASURES MUST ALSO BE USED WHILE LANDSCAPING IS BEING ESTABLISHED. ESTABLISHED VEGETATION SHALL HAVE A SUBSURFACE MAT OF INTERTWINED MATURE ROOTS WITH A UNIFORM VEGETATIVE COVERAGE OF 70 PERCENT OF THE NATURAL VEGETATIVE COVERAGE OR MORE ON ALL DISTURBED AREAS. D DATE I BENCHMARK DESCRIPTION: FD. 2" IRON PIPE WITH DISC F STAMPED "RCE 29577 ". LOCATION., 20'01S TO THE CTR OF CUL- DE -SACAT NE END OFARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION., 174.391 DATUM. NAVD88 SCALE HORIZONTAL: N/A VERTICAL: N/A 4. ALL UTILITY TRENCHES SHALL BE BLOCKED AT THE PRESCRIBED INTERVALS WITH A DOUBLE ROW OF STABILIZED FIBER MATRIX (SFM) NOTES SANDBAGS WITH A TOP ELEVATION, TWO SANDBAGS BELOW THE GRADED SURFACE OF THE STREET. SANDBAGS ARE TO BE PLACED WITH LAPPED COURSES. THE INTERVALS PRESCRIBED BETWEEN SANDBAG BLOCKING SHALL DEPEND ON THE SLOPE OF THE GROUND SURFACE, BUT NOT EXCEED THE FOLLOWING: 1. SFM MAY BE USED FOR TEMPORARY EROSION CONTROL FOR DISTURBED AREAS WITH A GRADE OF THE STREET INTERVAL SLOPE RATIO OF 1 VERTICAL TO 2 HORIZONTAL OR SHALLOWER, INCLUDING PAD AND SEPTIC FIELD. LESS THAN 2% AS REQUIRED 2. THE SFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL AND 2% TO 4% 100 FEET SHALL BE APPLIED TO PROVIDE 1005 COVERAGE (I.E. APPLIED FROM MULTIPLE DIRECTIONS 4% TO 10% 50 FEET AND ANGLES). OVER 10% 25 FEET 3. THE APPLICATION AREA MUST BE PROTECTED BY BROW DITCHES AND OR DIVERSION BERMS 5. AFTER UTILITY TRENCHES ARE BACKFILLED AND COMPACTED, THE SURFACES OVER SUCH AT TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF PROTECTED SLOPE. TRENCHES SHALL BE MOUNDED SLIGHTLY TO PREVENT CHANNELING OF WATER IN THE TRENCH AREA. 4. FOR PERMANENT EROSION CONTROL PURPOSES, SFM MUST BE INSTALLED IN CONJUNCTION CARE SHOULD BE EXERCISED TO PROVIDE FOR CROSS FLOW AT FREQUENT INTERVALS WHERE TRENCHES WITH SEEDED EROSION CONTROL VEGETATION OR HAND PLANTINGS. AS WITH ALL OTHER ARE NOT ON THE CENTERLINE OF A CROWDED STREET. APPLICATIONS, SFM WILL NOT BE CONSIDERED PERMANENT UNTIL 70% VEGETABLE ESTABLISHMENT. 6. ALL BUILDING PADS SHOULD BE SLOPED TOWARD THE DRIVEWAYS AND VELOCITY CHECK DAMS 5. COVERAGE AND CONCENTRATION: FOR EACH ACRES COVERED, THE MINIMUM APPLICATION PROVIDED AT THE BASE OF ALL DRIVEWAYS DRAINING INTO THE STREET. VOLUME SHALL BE 10 GALLONS NON -TOXIC WATER- PERMEABLE SOIL- STABILIZING LIQUID EMULSION WITH 3,000 LBS. OF HYDRAULIC MULCH. THE EMULSION MUST BE DESIGNED TO 7. PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THE INTERVALS INDICATED PROTECT SOIL, PREVENT EROSION, AND FLOCCULATE (CLUMP) SEDIMENT. BELOW: GRADE OF CHANNEL INTERVALS BETWEEN CHECK DAMS 6. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THE SFM WAS INSTALLED IN ACCORDANCE WITH APPROVED APPLICATION RATES, COVERAGE, AND MANUFACTURER'S LESS THAN Y. 100 FEET DILUTION RATIO SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL. 3% TO 6% 50 FEET OVER 6% 25 FEET 7. FLAT AREAS OF LESS THAN 5% (LIKE BUILDING PADS, PARKING AREAS, LEACH FIELD) SHALL HAVE 1005 PROTECTION USING GEOTEXTILES, MATS (SS -7 OR ESC20), OR OTHER MATERIAL 8. PROVIDE VELOCITY CHECK DAMS IN ALL PAVED STREETS AREAS ACCORDING TO INTERVALS INDICATED APPROVED BY THE CITY FOR STABILIZING SLOPES, OR USING TRACKING AND SOIL BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER OR OTHER EROSION STABILIZERS /BINDERS (SS -5), TEMPORARY SEEDING (SS -4), MULCH /WOOD CHIPS (SS -3, RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS SS -6, SS -8), OR JUTE MATTING (SS -7). THE CITY MAY REDUCED THIS REQUIREMENTS THE STREET OR CHANNEL AT RIGHT ANGLES TO THE CENTERLINE. VELOCITY CHECK DAMS MAY ALSO SERVE FOR FLAT AREAS PROVIDED FULL SEDIMENT CONTROL IS PROVIDED THROUGH CONSTRUCTED AS SEDIMENT TRAPS. AND MAINTAINED DESILTATION BASINS (SC -2) AT ALL PROJECT DISCHARGE POINTS. GRADE, OF STREET INTERVAL NO. OF BAGS HIGH LESS THAN 2% AS REQUIRED, 200' MAX. 1 2% TO 4% 100 FEET 1 4% TO 6% 50 FEET 1 6% TO 10% 50 FEET 2 MORE THAN 10% 25 FEET 2 9. PROVIDE A GRAVEL BAGS SILT BASIN OR TRAP BY EVERY STORM DRAIN INLET TO PREVENT SEDIMENT ROFESSIO T FROM ENTERING DRAIN SYSTEM. o. T 10. GRAVEL BAGS AND FILL MATERIAL SHALL BE STOCKPILED AT INTERVALS, READY FOR USE WHEN h �� �� 2� L REQUIRED. m N . iZ�564I m * DESI N OUP �� qrF OF OAS &� Engine ng & Planning olutions 915 Ca o De! Mar Suite 225, Del Ma , 92014 ph 858J 350 -5845 fax (858) -9745 www.thepaLl e"gngroup."m ULSIGNLU 13Y: 1 DRAWN BY: --7R7= BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DLANS PREPARED UNDER SUPERVISION OF Z / RECOMIME�_N /TED: / AP ED: GRADING PLAN FOR. 1492 HYMETTUS AVE r DATE: 1 'o2-eW ASIH MA HER _ PETER COTA- ROBLES CITY VENTURES 10536 -V R.C.E. NO.: 54564 lilt/If APN 254 - 102 -52, 254 - 102 -53 RADLE D. SAGER DATE DA E EXP.: 12/31/11 PLANNING CASE N0: 09 -135 TMDB /DR /CDP /ETA SHEET 5 OFT V N Q N J U �I �I 1� o ^� Q S � �N 'q- a- o Ji It c� Lo I in rn M FROM ENTERING DRAIN SYSTEM. o. T 10. GRAVEL BAGS AND FILL MATERIAL SHALL BE STOCKPILED AT INTERVALS, READY FOR USE WHEN h �� �� 2� L REQUIRED. m N . iZ�564I m * DESI N OUP �� qrF OF OAS &� Engine ng & Planning olutions 915 Ca o De! Mar Suite 225, Del Ma , 92014 ph 858J 350 -5845 fax (858) -9745 www.thepaLl e"gngroup."m ULSIGNLU 13Y: 1 DRAWN BY: --7R7= BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DLANS PREPARED UNDER SUPERVISION OF Z / RECOMIME�_N /TED: / AP ED: GRADING PLAN FOR. 1492 HYMETTUS AVE r DATE: 1 'o2-eW ASIH MA HER _ PETER COTA- ROBLES CITY VENTURES 10536 -V R.C.E. NO.: 54564 lilt/If APN 254 - 102 -52, 254 - 102 -53 RADLE D. SAGER DATE DA E EXP.: 12/31/11 PLANNING CASE N0: 09 -135 TMDB /DR /CDP /ETA SHEET 5 OFT V N Q N J U �I �I 1� o ^� Q S � �N 'q- a- o Ji It c� Lo I in rn M if 7 PESTICIDE IM SECTION fn A I 10' BELOW � PG NO SURFACE TIM S P T AS REQUIRED GE NOI r. PROPERTY LINE ACK YARD DESCRIPTION 6i-; aepaic-ce 77 ?60 1A 6 -.01-114 D SOIL BURIAL LOCATION A %..#fnT/ON APPROVED DATE (NO P-PnNIT CITY EASEMENTS FRONT YARD k LOT AREA TABLE LOT GROSS ACREAGE NET ACREAGE 1 0.22 0.22 2 0.28 0.28 3 0.24 0.24 4 0.29 0.29 5 0.21 0.21 6 0.12 0.12 7 0.15 0.15 8 1 0.26 0.26 1 9 0.29 0.29 10 0.26 0.26 11 0.33 0.33 12 0.29 0.29 13 0.25 0.21 14 1 0.27 0.22 1 15 0.29 0.29 16 0.23 0.23 17 0.25 0.25 18 0.27 0.27 19 0.26 0.26 LOT 13 PROPERTY BACK LINE YARD FIRE NOTES: 1. ALL ROADWAYS SHALL BE A MINIMUM OF 24' IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN j, - " �' '�711�1_�_ ."� I . I . ' ;1 ­ ............... ... . . . . . . . . . . ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ... ....... . .... .. �X. ..... . ENCINITAS FIRE DEPARTMENT. 2. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL *WT 11. �J OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED . . . E67 13 TO THE SATISFACTION OF THE FIRE DEPARTMENT: y y . . . . . . . . . . . . . . . .. . . . . . . . . -ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING . . . . . . . . . . . . . . . . . . . . . . DEPARTMENT OR AGENCY. . . . . . . . . . . . . -AS A MINIMUM, THE FIRST LIFT OF ASPHALT . . . . . . . . . . . . PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR I[. EMERGENCY VEHICLES. r . . . . . . . . . . -ALL FIRE HYDRANTS SHALL BE INSTALLED, IN I w w w SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT # AND APPLICABLE WATER DISTRICT. NOTE: OVERHEAD UTILITY LINES ALONG NORTH AND EAST -*P j PROPERTY LINES TO BE UNDERGROUNDED PER 10536-1. 1AU1J PQ7*EftLdU . ..... i;PT-17 .. . . . . . . . . Q . . . . yyy . . LOT 18. y. LA.14 A. C. ? CURB AND GUTTER yyy yy0(AVtL � 18,4 rYP) . DUAL D-25 CURB OUTLETS MODIFIED PER 10536-1 Ift . . . . IF 7 P BASIN ELEVATION = 137.33 10 4, \k Off Ja T E NLET W yyy yyy flBER. ROL . . . y y ` y yyy`y`yyW y W W I D-3 4" PERFORATED PIPE y y ... . . . . . . . . . . y `yyy y ` y _ W . \yB ti\ e yyy y .y ° y y y IN SUBGRADE PER SECTIO C_QN47RLfC77QM . r�l i . . . . . . fib' A]VrS A- N SHEET 3 EN TR ./T BASIN SEC T1 0 SHEET 2 SHP/ NOT TO SCA yy UD yy 0 v . . . . . . 10" D AGE EASEMENT /10 < 6 "x15" TYPE G-1 CURB > 00, 138.22TC LOT 14 -6 p7 o BASIN ELEVATION 137.33 L07 7- ­71 X` 'YNIX, J, yy y 3 IF N�BASIN SUBGRADE PER SECTION . . . . . . . . A-A ON SHEET 3 7' T . . . . . . BASIN SECTION B ON SHEET 2 %% F- %%% ' NOT TO SCALE zf U NOTE.- A LETTER REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF ENVIRONMENTAL �'v u ... HEALTH THAT DESCRIBES THE SOURCE(S) OF IMPORTED SOIL, AS WELL AS THE . . . . . . . STATISTICAL PROCEDURE USED FOR SAMPLE COLLECTION AND ANALYSIS, PRIOR TO PLACEMENT OF THE FILL MATERIAL AT THE SITE. THE REPORT SHALL BE APPENDED BY 7 LOT w . . . . . . . THE ANALYTICAL LABORATORY REPORT( ) w FOR THE IMPORTED FILL SAMPLES. V, GEOTECHNICAL ENGINEER DELINEATING MIRAFI 140NS GEOTEXTILE OR APPROVED ALTERNATIVE BENCHMARK SCALE DESCRIPTION: FD. 2" IRON PIPE WITH DISC STAMPED "RCE 29577". HORIZONTAL: 1"=40' LOCATION: 20'O/S TO THE CTR OF VERTICAL: N/A CUL-DE-SAC AT NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 J 4 %% ....... ........ . . . . . . . . . . . . . . . . . . ........ . ... ......... j 0 40 80 120 160 EROSION CONTROL PLAN LES OFFICE LO%f_'."'r4T1ON SCALE: 1 40' SHEET LEGEND: PESTICIDE IMPACTED SOIL BURIAL L TION PER THE "REVISED REMEDIAL ACTION ........... PLAN FOR PESTICIDE-IMPACTED SOILS" ATED SEPTEMBER 30, 2010. STABILIZED WITH BONDED FIBER MATRIX THE < ..... STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL SHE NO. CO m ................ BASIN AREAS m EXP. IM .11 X DESIGN GROUP Engineering & Planning Solutions ......... GRAVEL BAGS qTF OF 'P%'v* 915 Camino Del Mar Suite 225, Del MarCA92014 phone (858) 350-5845 fax (858) 350-9745 F F -................ FIBER ROLL SEE DETAIL SHEET 5 www.thepauldesigngroup.com MEN SILT FENCE SEE DETAIL SHEET 5 DESIGNED HY: I UNAW=:- CHECKED-BY'.- TDA I AUA bub ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING No. I - 3LANS PREPARED UNDER SUPERVISION OF c2 -(O RECD MEND I AP*�MED: GRADING PLAN FOR: 1492 HYMETTUS AVE DATE: � ../k/\01' MASIH MAHER CITY VENTURES 10536-G DAT 9 R.C.E. NO.: 54564 b I I't I 1 D1 APN 254 - 102 -52, 254-102-53 BIRMIDLIfY D. TAGER EXP.: 12131/11 PLANNING CASE NO: 09-135 TMDB/DR/CDP/EIA SHEET 6 07 O %%j .41 4j 0- LK � / � \ N � w\° N 'i Ilk I I & %Niv klNk7c Nxk\\\\\Nj / / / r-.. ~ 7 \ | FIRE NOTES: 1 ALL ROADWAYS SHALL BE A MINIMUM OF 24' IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENC!N|TA3 FIRE DEPARTMENT. 2. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL 4`U tit OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED T0 THE SATISFACTION OF THE FIRE DEPARTMENT: -ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY L6f vi lip LOT f3 w 46T�15t4` -AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A LOT 14 PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. i -AU- FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE Yj DEPARTMENT AND APPLICABLE WATER DISTRICT. / NOTE: OVERHEAD UTILITY LINES ALONG NORTH AND EAST PROPERTY LINES TO BE UNDERGR0UNDED PER 10536-1. LOT AREA TABLE (CONT) LOT AREA TABLE LOT AREA TABLE (CONT) t GROSS NET GROSS NET GROSS NET L,07 -7 b LOT LOT LOT ACREAGE ACREAGE ACREAGE ACREAGE ACREAGE ACREAGE 15 0.29 Lt1T. PRO E it LOT 17- it U. Lv TV ZZ LOT 8 LOT 19 LOT 18 LOT tit if LU SALES Tf PRO OSED A.C. DUAL D-25 CURB OUTLETS MODIFIED PER 10536-1 L�l I E � a, -kii ­ . I U ° . it .PESTICIDE IMPACTED SOIL BURIAL LOCATION PRIOR TO ISSUANCE OF ANY BUILDING PERMITS, A COVENANT SHALL BE RECORDED AGAINST EVERY PROPER DISCLOSING AND DOCUMENTING THE EXACT LOCATION OF CONTAMINATED SOIL BURIAL. SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 915 Camin el Mar Suite 225, Del CA 92014 phone I ) 350-5845 fax (858) -9745 /SIGN DATE SIGN DATE CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK SCALE Cal plec."Se- DESCRIPTION: ED. 2" IRON PIPE WITH DISC 'Sc-c�ilvti Al VII r AA. A^ STAMPED `RCE 29577". HORIZONTAL: 1"=40' CUL-DE-SACAT I END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVII pq V viift"L­ 6"x15" TYPE G-1 CURB ourLff ID LOT_13_ 745 LOT 14 4j BASIN ELEVATION 137.X BASIN SUBGRADE PER SECTION 'y y -A ON SHEET 3 BASIN SECTION 3 ON SHEET 2 EROSION CONTROL PLAN CALES*.OFFICE NOT TO SCALE V'?vc fl SHEET LEGEND BACK PESTICIDE IMPA C TED SOIL BURIAL LOCA TIOV;f P iiAr�"Rlf�St: . CITY FRONT BACK RIGHT-OF-WAY YARD STABIL17ED I TH 1301,/DfO FIBER Ai TRIX YARD YA D) STABILIZED CONSTRUCTION ENTRANCE SEE IL HOUSE 54' A BASIN 4RFAS 0.22606 A T RO I A GRA VF1 RA G'S P. 12.31.11 4 ;v 7' COVER c V11 DEPTH AS REQUIRED 0 40 80 '20 160 SECTION A GEOTECIHI ENGINEER OR APPROVED ALTERNATIVE PLANNING AND BUILDING L)7117n MY: 7777 Y: I rmnlmr= &)c:w SCALE: 1 40' ...&A ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: API GRADING PLAN FFR' 1492 HYMETTUS AVE DATE: 1 17 It MASIH MAHER CITY VENTURES 10536-G 1 12/31111 DATE DATE ' SIGN DATE PLANNING CASE 1 09-135 TMDB/DR/CDP/EIA SHEET I OF? I Collection 1492 Hymeffus Ave., Encinitas CA 92024 A5- BU /LT DATE: 2850 Redh1*11 Ave, Suite 200, Santa Ana, CA 92705 i ei AC AepimNConcrete M %orDrok PA Pknftkw A/C AWCondenser FDH Foundation PI PoWdoftntarsedtan AD Mss Drain if finish floor PIP PMW fn Pine ADA knafcanwBhDtaabiBFreAd PTE finlsh%orElevaltan PL Proper um AM Aggregate FG &M Grade MC R*00fConneciian KM Nipmment FH fkeHydrad PM PohdofVWfialCwve AFFRM 4WWrnate R flowlke PREP invoraft ARCH kdhiied(uo FOB Few of"ing PSI PamdsperSquarelnch LP -0.02 Planting Schedules and Notes me I=ofCurb PT PoidofTWrgency BC BattornofCurb Mir Face ofFtnish PVC PatyVfglQW& Ba Beginning Curve R&nn FM Face of Step PVI Pdd of Verkal Intersection 81) Board FM Faceofwalf PVMT Pavement W BotiornafAlfiw is fineh&dm R Radars OL Base Line FTG Fooling RCP hirdbrasd Concrete Pipe aw Bhdldug G RD RoofDran BM r b GA Gauge RE Rim Ele 900 BOP sop Bownt o BoRwn of Pipe GALV Galvanized RECri Re sIa" BOR ®ation of Ramp GB Grade Brdre REF Rebrenoe sm BOS BS BWHom ofSbpe BWksn GC GFa General CWmrodar Ground Fouk Onit bier otor RE W REQ Rein faced Required BS Bottom GO Grid � REV Review BVC Beginning Vertical Curve ng of v GR c� RL Ridge line BW w Bdtam of way GV Gale Vane RO Rough Opening ROW IBgM Of Way CAB CnshedAggregateBase HS HC Hose Bibb Haraw Ray Rightof Way CB Ca Basin tch HDR RP Radius Plaid Plaid CFS OnbicW per Second IM Horisordol S sewer Ci Castim" HP High Point SCH SCIN" OP casfmr-pbce HT He* sm Sexer Clean Out O Contraction Joint SF Sghare Fed a Ca iedirie ID Inside Dbmaser SHT Shed aR aeomnce u howonjoint Sim Sinnow CM8 G,shedAAkcelloneouaBow IN Inch SPEC SpedAcdon CMP Corrugated Metal Poe IW tm d SQ Square CMu Concrete Masonry Unit jondtarhBos STA Station �aad ir jaw STD Standad a) CONC Comets Sa steel CONT coninuous lB Pound STIBK Structural V Unear Fee Ss StainkssSIW DBL Double LOW Un n of work TC Top of Curb DO Doweled Ca+ufrmdion joWd LP Low Pout THK Thkk DET DF Defoll Douglas fir MAX Madmum TOO Top of Beam � Drdn Mlet MECH Medhamcal TOC lop of Cap DIA Domeier MED Medium TOS lap ofSkghe DOG Dtagonai MET Meld TBD To Be Dekradned DIM Dimension MFG Manuhdurer TD Top of Drain DWG Dnnxdng MH Manhole TF Topoffence MIN MinWaen MR TOP Of kv E East MISC Miscellaneous; TS TOP Of* ($ BMW MOM Mefoloed Onhanhenial Metal Typ Typkat EA Each TW Top of woo N Nord, ECR End Curve Wus NIC Not In Contract LWO Unless Noted Odwrwbe EIFS Exiatar Insulation and Finish System NO Number V Vertical EL Elevation NOM Nominal VERT Vertical ELEC Electrical N1S Net le io Swig Ba Enclosure W West EQ Equal 0C On Cella W/ Wdh EQUIP Equ"wf OCEW On Center each Way W/O Wdhod EVC End Vertical Curve OD Outside 010mder WC wafer awd EW Each Way OE Or Equal M WmgMlron EWWM Eiat Wk Wd ded Wire Mesh OPG Opening WP Waterpoof EX Fasting OPP Oppaaite WS WaMSudace SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT CONSULTANT TEAM. CLIENT: City Ventures 2850 Redhill Avenue Santa Ana, Ca 92705 T:949- 251 -8030, F:949- 250 -1529 Contact: Tony Pauker /Matt Jansen email: tony@cityventures.com/ maB@cityventures.com ARCHITECT: Ritner Group 203441 SW Birch Street, Suite 210 Newport Beach, Cq, 92660 T: (949) 250 -8887 F: (949) 250 -8882 Contact: Ron Ritner email: rritner@ritnergroup.com CIVIL ENGINEER: The Paul Design Group 915 Camino Del Mar, Suite 225 Del Mar, CA 92014 T. (858) 350.5845 F. (858) 350 -9745 Contact: Nick Lee email: nick@thepauldesign.com SUBMITTALS: Date Description 3116111 First City Submittal 4/22/11 Second City Submittal 5/12/11 SIGN DATE SIGN 2 DATE CHANGE NO DESCRIPTION LC -0.02 APPROVED DATE LC-1.01 Add landscape sheets 7 -24 5 LC- 1.02 Construction Plan 6 LC-5.01 Construction Details I, lq- /Y - -lv CONSULTANT TEAM. CLIENT: City Ventures 2850 Redhill Avenue Santa Ana, Ca 92705 T:949- 251 -8030, F:949- 250 -1529 Contact: Tony Pauker /Matt Jansen email: tony@cityventures.com/ maB@cityventures.com ARCHITECT: Ritner Group 203441 SW Birch Street, Suite 210 Newport Beach, Cq, 92660 T: (949) 250 -8887 F: (949) 250 -8882 Contact: Ron Ritner email: rritner@ritnergroup.com CIVIL ENGINEER: The Paul Design Group 915 Camino Del Mar, Suite 225 Del Mar, CA 92014 T. (858) 350.5845 F. (858) 350 -9745 Contact: Nick Lee email: nick@thepauldesign.com SUBMITTALS: Date Description 3116111 First City Submittal 4/22/11 Second City Submittal 5/12/11 Third City Submittal 5/18/11 Fouth City Submittal BENCHMARK DESCRIPTION: FD. 2" IRON PIPE WITH DISC STAMPED "RCE 29577 ". LOCATION: 20' O/S TO THE CTR OF CLIL -DE -SAC AT NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 LANDSCAPE ARCHITECT: The Collaborative West Inc. 100 Avenida Miramar San Clemente, CA 92672 T. 949 - 366 -6624, F. 949 - 366 -6626 Contact: Mark Lenning /Amy Riggins email: mienning@thecollaborotivewest.com/ ariggins(pthecollaborativewestcom STRUCTURAL ENGINEER: IRRIGATION CONSULTANT: Sweeney & Associates 38730 Sky Canyon Drive Murrieta, Ca 92563 T. 951 -461 -6830, F :951 -461 -6850 Contact: Lance Sweeney, , email: Isweeney@sweenyassoc.com SHEET INDEX: Qty. Sht. No. Sheet Title 1 CS -0.01 Cover Sheet 2 LC-0.01 Construction Schedules and Notes 3 LC -0.02 Construction Schedules and Notes 4 LC-1.01 ConsfnrclionPlan 5 LC- 1.02 Construction Plan 6 LC-5.01 Construction Details 7 LC -5.02 Construction Details 8 LI -0.01 Irrigation Schedules and Notes 9 LI -1.01 Irrigation Plan 10 LI -1.02 Irrigation Plan 11 U -5.01 Irrigation Details 12 U -5.02 Irrigation Details 13 U -5.03 Rear Yard Basin Irrigation Schedules and Details 14 LP-0.01 Planting Schedules 15 LP -0.02 Planting Schedules and Notes 16 LP -1.01 Planting Plan 17 LP -1.02 Planting Plan 18 LP-5.01 Planting Details PLANNING AND BUILDING SIGN DATE NOTE: Total landscape area to be planted and irrigated is 32,935 s.f. UNDERGROUND UTILITY SERVICE ALERT OF SOUTHERN CALIFORNIAI I Call: (800) 227 -2600 'CALLA MINIMUM OF TWO WORKING DAYS BEFORE YOU DIG° VICINITY MAP: ,LA CO— s;._RVE_._ PROJECT LOCATION SHDRE VIEW LAN[ LWCADIA g BLVD. S21 s ENCINITAS yr N SANTA FE DR. ,pb'i`Tq�!SO rti o r BIRMINGHAM DRIVE a Y 4. SSA h1- 2.. E i LACODN Not to Scale LocarIoN MAP. ENGINEERING DEPARTMENT AP RECOMMENDED: APP O ED: MASIH MAHER f,6#ETER COTA- OBLES �i aUj DATE DATE /k ANDSC4,o\ Sheet Title: COVER SHEET GS -0.01 Job No. Scale: Drawn: Team: Checked: ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT LANDSCAPE PLAN FOR: 1492 HYMETTUS AVE CITY VENTURES APN 254 - 102 -525 254 - 102 -53 09 -135 TMDB /CDP /DR /EIA DR ND; 10 -079 DR /CDP CTV08 None XX TCW DRAWING NO. 10536 -G EET7OF24 PAVING SCHEDULE: L' KEY DESCRIPTION COLOR FINISH MFG. /SUPPLIER PATTERN THK. REINFORCING CEMENT BASE JOINTING DETAIL COMMENTS P -1 Colored Concrete DrivewayAppmach Integral Color (TBD) Med. Acid Wash Valley Building MIL/ (949) poor -)= Random Per Soil Report Per Soils Report IIN Per Soils Report 114' Tooled 1 & 2 /LC -5.01 See Footnote #1 below. P-2 Natural Gray Concrete Pedestrian Walkway Natural Gray Ught Acid Wash NA Square Grid er Soils Report Per Soils Report IIN Per Soils Report 114' Tooled 1&2/LC-5.01 See Footnote # 1 below. P Natural Gray Concrete Garage Court Natural Gray Med. Acid Wash None er Soil Reps Per Soils Report IIN Per Soils Report 114' Tooled 1 & 2/LG5.01 See Footnote #1 below. P� EE Colored and Seeded Concrete Garage Court Integral Color (TBD) %' aggregate (TBD) Seeded Aggregate None er Soil Report Per Soils Report II N Per Soils Report 114' Tooled 1 & 2 /LC -5.01 See Footnote #1 below. P -5 composed Granite Pedestrian Paving New California Gold With Stabilizer KRC Rock (858) 748 -3953 N/A 4' N/A N/A Per Soils Report N/A 31LC-5.01 See footnote #2 below. Footnotes: 1. Refer to geotechnical soils report for sub -base, concrete thickness, and rebor size/spacing requirements. 2 Decomposed Granite to include stabilizer. Pour in (2) 2' lifts. SITE AMENITIES SCHEDULE: KEY DESCRIPTION MATERIAL MFG. MODEL # SUPPLIER COLOR FINISH DETAIL COMMENTS SA 1 ENHANCED FENCE ON LOW WALL: 6/LC-5.01 Wood Fencing Resa m Redwood NA NA NA TBD Paint Low Wail Natural Stone over CMU Montana Rockworks NA °r"pson Bm mg 619 87 -9410 Mussel Shell River Blend Thin Veneer Dryshrdc Natural Stone SA 2 MAILBOX 7 /LC-5.01 Brick Cap /Base Brick Robinson NA ompson Building Cambridge Natural 61Materials 0 Stone Veneer Natural Stone over CMU Montana Rockworks NA omMaterials mg 619 287 -9410 Mussel Shell River Blend Thin Veneer Drysbck Natural Stone CBU Aluminum NA CBU, Type II, 12 door Custom Home Accessories 800 2650041 Dark Bronze NA FENCE SCHEDULE: KEY DESCRIPTION HEIGHT MATERIAL FINISH COLOR DETAIL COMMENTS f -1 Perimeter fence 8 Resawn Cedar Stained TBD 8 1LCS.01 - F -2 Sideyard Fence 6' Resawn Redwood Pointed TBD IAA -5.02 GATE SCHEDULE: KEY DESCRIPTION HEIGHT FINISH COLOR HARDWARE MFG. /SUPPLIER DETAIL G 1 Sideyard Gate 6' Resaw" Redwood Painted Galvanized, He*-duty TBD 3 /LC -5.02 LANDS(Zo FQ oden, <i�. qPC e CL signOrum Ex . 2129172 1p Dore �P �TF OF CAL�FO�� Sheet Tide: CONSTRUCTION SCHEDULE /NOTES ° LC -0.01 Job No.: CN08 Scale: None Drawn: AR Team: TCW Checked: XX CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. � Add landscape Sheets 7 -24 ° DESCRIPTION: FD. 2" IRON PIPE WITH DISC STAMPED "RCE 29577 ". LOCATION: 20' O/S TO THE CTR OF CUL -DE -SAC AT NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 RECOMMENDED: APPROVED: LANDSCAPE MASiH MAHER FOETER COTA - ROBLES 6/4 i /I DATE DATE PLAN FOR: 1492 HYMETTUS AVE CITY VENTURES APN 254 - 102 -525 254 - 102 -53 09 -135 TMDB /CDP /DR /EIA DR NO: 10 -079 DR /CDP 10536 -G /G7- T Uic� SI - /y -/Y I SHEET 8 OF 24 L' L GENERAL CONSTRUCTION NOTES: CONSTRUCTION KEY NOTES: �1 Walkway per Civil Engineers plans. 1. Conform Work to requirements of latest adopted edition of Uniform Building Code and applicable local and state codes, plans, specifications, ordinances and regulations. ADA crossing per Civil Engineers plans. 2 Prior to beginning work, become familiar with existing site conditions, including underground utilities, and above grade features such as grading, �3 Front yard bioretention basin per Civil Engineers plans. walls, fences, structures, etc. Contractor will be held responsible for his own damage. O TurPolock and grovel Swale per Civil Engineer's plans. 3. Upon being awarded Contract, make necessary arrangements to insure that materials, supplies, and manpower will be available when needed to construct this project in an ordedy and timely fashion. �5 Retaining wall per Civil Engineer's plans. 4. Do not begin work until Contractor's "Construction See drawings are current and have required pubic agency approvals. �6 Street light per Electrical plans. 5. Verify property lines and limits of work prior to commencing work. �7 Fire hydrant per Civil Engineer's plans. 6. Refer to project specifications for additional information. 7. Obtain necessary permits and pay for related inspection fees required to install Work. B. Written dimensions take precedence over scaling of Drawings. 9. Where conflicts occur between Drawings and actual field conditions, notify Owners Authorized Representative immediately for clarification. Failure to provide notification may hold Contractor liable for costs incurred to rectify problem, if required. 10. Prior to installing paving, refer to the projects geotechnical report. Report discrepencies between the geotechnical reports recommendations and information noted in the Paving Schedule. 11. Do not willfully proceed with construction operations when it is obvious that unknown obstructions and grade differences east that may not have been known during the design process. Bring these conditions immediately to attention of Owners Authorized Representative for resolution. Assume full responsibility for costs incurred and required modifications due to lack of providing such notification. 12. Be responsible for coordinating work with Owner, Owners Authorized Representative, General Contractor and his subcontractors, public agencies,and project design consultants. 13. Ensure that rough grade has been accepted by Owner prior to beginning work. 14. Ensure that fine grades have been established comx* and approved by Owners Authorized Representative prior to beginning hardscope work. 15. Provide the following grade drops from paving finish surface: Turf areas -1 112, groundcover /shrub areas - 2". 16. Ensure that Contractor- installed underground elements such as drainlines, irrigation mainlines and laterals, electrical conduit, sleeves, etc. are in place, operationaland approved by public agency inspection prior to installation of hardscape work. 17. Paving mock-ups may be required on this project - refer to Paving Schedule and specifications for additional information. I & Ensure that curved edges such as walkways, headerboard and mowships have smooth and continuous curves. 19. Notify Owners Authorized Representative with proper amount of lead-time as indicated in specifications prior to a Contracor- requested site meeting. Failure to provide appropriate lead time may result in Contractor being backcharged for Owners Authorized Representative's time. 20. Refer to Civil Engineers drawings for precise grading, step quantitiesand drainage information. 21. Dimensions are to the face of CMU or studs, unless indicated otherwise. 22. Provide isolation joints when paving abuts vertical edges such as walls, steps, curbs, and columns. t.MDSC,1,oF \\a t;, 9�0 o ti l�C v/—_' -A J SYMBOLS LEGEND: E 5.2,29; 2 S Date Q - -{fir -- Center Line 9TF OF CAL 1 Indicates Section Letter - - - - -- Property Line Indicates Section Sheet Number Sheet Tide: PA Planting Area CONSTRUCTION L SCHEDULE /NOTES — — — — — — Isolation Join Contraction Joint Indicates Elevation Letter L C 0e02 — — Limit of Work Line Indicates Elevation Sheet Number ra Job No.: MOB • M = M — Matchline Indicates Enlargement Number r� Align Enlargement Name /Description None Drawn. AR Point of Beginning /Origin Point of Layout Team: TCW Indicates Enlargement Sheet Number Checked: X1( CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Q Add landscape sheets 7 -24 DESCRIPTION: FD. 2" IRON PIPE WITH DISC RECOMMENDED: APPR V D : LANDSCAPE PLAN FOR: 1492 HYMETTUS AVE STAMPED "RCE 29577 ". LOCATION: 20' O/S TO THE CTR OF CLIL -DE -SAC AT MASIH MAHER For PETER coTA- ROBLES CITY VENTURES 0536-G y NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 kq 111 DATE DATE 09 -135 TMDB /CDP /DR /EIA APN 254 - 102 -529 254 - 102 -53 DR NOi 10 -079 DR /CDP SHEET 9 OF 24 L CHANGE NO, ! DESCRIPTION /2 \ Add landscape sheets 7 -24 APPRUVED DATE BENCHMARK DESCRIPTION: FD. 2" IRON PIPE WITH DISC STAMPED "RCE 29577 ". 1 !/. /SI./I/ LOCATION: 20' O/S TO THE CTR OF CUL -DE -SAC AT NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 h 1 11 Q I I\ r / i I r ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: APPR V D: MASIH MAHER r-OrPE ER COTA- OBLES 4/9/ II DATE DATE NOTES: 1. Refer to Sheet LC -0.01 for Construction Schedules and Notes. /���v -Aden, cic ti e *` Si M01' I 1* c.. PoOna CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. - ANDSCAPE PLAN FOR: 1492 HYMETTUS AVE CITY VENTURES 10536 -G APN 254 - 102 -529 254 - 102 -53 09 -135 TMDB /CDP /DR /EIA DR N0+ 10 -079 DR /CDP SHEET 10 OF 24 Sheet Tile: CONSTRUCTION PLAN LC - 1.01 Job No.: CIV08 Scale: I" = 20 Drawn: AR Team: TCW Checked: # CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. - ANDSCAPE PLAN FOR: 1492 HYMETTUS AVE CITY VENTURES 10536 -G APN 254 - 102 -529 254 - 102 -53 09 -135 TMDB /CDP /DR /EIA DR N0+ 10 -079 DR /CDP SHEET 10 OF 24 IF1I I F -1 I SD / Limit of Work L. j,.,.., .`L.,,_, --`.:' ..... \G �. ., .,.. ,,c',:�. ,.. .._ _.., .,, ,,,,,,,�,�,.,,,.,,, ,..�,,,, ,,, ,,,,,,,,,,,,,,,,,,,, ,,,,, Wes::. .. ...r. ..�i':... �+, .., .. ._._.... ..... ~~ ..... .. ., 4 — rf w y j r E� it .... ......._ _.._ ___..,_.,_„____�_ ........ ... \� O ... 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P 1 ' ;`PA ; i ,' 1 _t, F Is P4 , ", kor 17 �� i c_ : a F 2 �, ,,,, PA — , Ti P� t y_ ' t¢ ._, ` , It ::::iii .. .......:`:`:.. :..: NOTES : GI F2 t t it _.. Ak 1 Refer to Sheet LC 0 O1 for PA _ - - ._.. Construction Schedules and Notes. �DSCaa O 4: PA _ _ _ ... ... .. C, _. 3 e ... , .. ,; ................. Q r e� e c r ;... ;...... :. T - n r Q l T F2 sr arure V `1 ' � 9 ur i I Z _ % f lk lk S t 2 2 72 s 9 J is '�l r ^- Y , p V f W� ` �. t. E „, „,,, a� P2 �� PA r,�� -��',` 8 F of L1F ;< c l _,. , P� ,,,. S' CA O ,. 'r '} I p E ,E \t g�.., �l F-1 a P 4 I _ ._ ._ G-1 I---) / I £ Sheet Tide: „. i �' 3 F 0 ' CONSTRUCTION , w., � i °3:i v ,� . ��� , Ce , gg Al iic �o s, PLAN N -S _ I :.... B'et LC 1.02 Il > is T\ dtfl/ F1 Job No. CTV08 is �z Scale: 1 ° = 20 ® Drawn. Team: TC TC W KEYMAP Not to Scale Checked: )0( CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LANDSCAPE PLAN FOR: Add landscape sheets 7 -24 DESCRIPTION: FD. 2° IRON PIPE WITH DISC RECOMMENDED: APPROVED: 1492 HYMETTUS AVE STAMPED "RCE 29577 °. MASIH MAHER �rPETER COTA- ROBLES CITY VENTURES 10536 -G I[® Lr fir/- 14/ LOCATION: 20' O/S TO THE CTR OF CUL -DE -SAC AT NE END OF ARBOR CT. DATE DATE q ! it APN 254 - 102 -529 254 - 102 -53 RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174391 DATUM: NAVD88 09 -135 TMDB /CDP /DR /EIA DR NO; 10 -079 DR /CDP SHEET 11 OF 24 0 5 n LEGEND 1. Row lock brick cap. 2. Stone veneer. 3. CBU mailboxes. 4. Soldier course brick at base. 5. Finish grade /surface. 6. Concrete footing. 7. Compacted subgrade. NOTES A. Refer to finish schedule, sheet LC -0.01 for additional information regarding materials, colors, and finishes, etc. B. Refer to Structural and Soils recommendations for footings and reinforcing requirements. C. Stone veneer wraps all four sides. -116-- CN PLAN VIEW 7' -5" 7 1 MAILBOX LEGEND 1. 2" x 6" cap. 2 2" x 4" top & bottom rails. 3. Finish grade. 4. 4" x 4" ACQ treated post. 5. 1" x 6" butt joint cover board. 6. Concrete footing. 7. 1 cu. ft. of gravel. 8. 90% compacted subgrade. 9, 112" x 4" top & bottom trim. 10. 1" x 4" mid -rail. SIDE SECTION FRONT ELEVATION NOTES LEGEND A. All wood to be resawn Cedar, posts to be 1. 6x6" post. Redwood. 2. 2x2" fence board. B. Contractor shall utilize galvanized finishing 3. 2x6" fence board. nails for all connections. 4. Low stone wall, portions retaining. Refer to C. Paint / Stain per Plan. RECOMMENDED: APPROVED: l .M MASIH MAHER �y/PETER COTA- ROBLES 6Z q/ I I onre DATE precise grading plan for more information. D. Front side of fence to face toward homes. 5. Concealed post base connection, hidden 1;1-1;e. /y through center of post. 6. Finish grade. SHEET 12 OF 24 7. CMU build -up. 8. Concrete footing. 9. Compacted subgrade. Post at & -0" o.c. JV� C2 5 4 Front III Rear SECTION 10 0 LEGEND 1. Decomposed granite paving. 2. 90% compacted sub - grade. 3. Redwood header. 4. Finish grade. NOTES A. Refer to Paving Schedule for additional information. Sale: 13 I DECOMPOSED GRANITE PAVING NOTES A All wood to be resawn Redwood. B. Use galvanized finishing nails for all connections. C. Countersink and plug /putty all connections. D. Paint / Stain per Plan. E. Front side of fence to face toward street. F. Refer to Structural and Soils reports for all thickness, conncection, and reinforcement specifications. ELEVATION SECTION Rear n 5 .9 -t Ttrj N7 1. Concrete paving. 2. Concrete paving - first pour. 3. Concrete paving - second pour. 4. Contraction joint 114th depth of slab. 5. Construction joint. 6. 90% compacted subgrade. 7. Fixed element, i.e. wall, column, vault, or step. 8. Sealant. 9. Compressible joint filter. 10. Steel dowel. 11. Plastic "Speed Dowel" alignment tube cast in first pour. Contraction Joint: Doweled Construction Joint: Expansion / Isolation Joint: NOTES A. Refer to Paving Schedule for paving types, colors, and finishes. Scale: 1 -112 - 1 -0 „ I CONCRETE PAVING JOINTS Front U 3 ° c v ,i ME c _ o 6 0 oa C14 o `w m <3� a + 0 i LEGEND 1. Concrete paving. 2. 112" radius. 3. Refer to Paving Schedule for thickness. 4. Finish grade. 5. 90% compacted subgrade. PV-CP -OLD Scale: N.T.S. NOTES A. Refer to Paving Schedule for additional paving information. ELEVATION Perimeter Wood Fence.dwg Enhanced Fence.dwg PV- CP- 02.dwg 8 PERIMETER FENCE Sale: 6 ENHANCED FENCE ON LOW WALL Scale: 2 CONCRETE PAVING Sale: 1/2" = 1' -0' 1/2 = 1-0 N.T.S. T n Sheet title: CONSTRUCTION DETAILS LC -5.01 Job No.: CN08 Scale: As Shown Drawn: AR Team: TCW Checked. XX CHANGE Na! DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Add landscape sheets 7 -24 DESCRIPTION: FD. 2" IRON PIPE WITH DISC STAMPED "RCE 29577 ". LOCATION: 20' O/S TO THE CTR OF CUL -DE -SAC AT NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 RECOMMENDED: APPROVED: l .M MASIH MAHER �y/PETER COTA- ROBLES 6Z q/ I I onre DATE LANDSCAPE PLAN FOR: 1492 HYMETTUS AVE CITY VENTURES APN 254 - 102 -525 254 - 102 -53 09 -135 TMDB /CDP /DR /EIA DR NO 10 -079 DR /CDP 10536 -G vj 1;1-1;e. /y SHEET 12 OF 24 a LEGEND 7. Utility structure. 2. Evergreen screening shrub such as Tobira or Texas Privet. 3. Access to utility structure (as required). 4. Groundcover planting. 71 151 13 O 81 16 PLAN VIEW TYPICAL UTILITY SCREENING LEGEND 7. 2x6 top rail. 2. 2x6 stiles to accept 1 x6 vertical tongue and groove. 3. 1x6 tongue and groove. 4. 2x6 bottom rail. 5. Adjacent fence per plan. 6. 2 heavy -duty self closing hinges. 7. 2x2 stopper. 8. Lockable gravity latch. I 1 LEGEND 1. 2" x 6" cap. 2 2" x 4" top & bottom rails. 3. Finish grade. 4. 4" x 4" ACQ treated post. 5. 7" x 6" butt joint cover board. 6. Concrete footing. 7. 7 cu. ft. of gravel. 8. 90% compacted subgrade. 9. 112" x 4" top & bottom trim. 10. 2" x 4" cap. NOTES A. All wood to be resawn Redwood. B. Contractor shall utilize galvanized finishing nails for all connections. C. Paint / Stain per Plan. ELEVATION Scale: I 1 I SIDEYARD FENCE NOTES A. All wood to be resawn Redwood. B. Contractor shall utilize galvanized connections and hardware. C. Paint / Stain per Plan. D. Provide for self - latching, self - closing device on exterior side of gate. ENLARGEMENT - DADO CONNECTION Scale: 1 -1/2" = P -0" 3 1 WOOD SIDE YARD GATE PLAN VIEW ni n$1 VA 10 Evil; AM weriam SECTION Wood Fence.dwg Scale: 112" = P -0" Wood Gate.dwg Scale: 314" = 1' -0" T (1 H :3 Sheet Title: CONSTRUCTION DETAILS LC -5.02 Job No.: CTVO8 Scale: As Shown Drawn: AR Team: TCW Checked: XX CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LANDSCAPE PLAN FOR: Add landscape sheets 7 -24 DESCRIPTION: FD. 2" IRON PIPE WITH DISC RECOMMENDED: APPROVED: / 1492 HYMETTUS AVE STAMPED : 20' /S 29577". MASIH MAHER PE ERLOTA -R� CITY VENTURES 10536 -G U �f/��f� LOCATION: 20' O/S TO THE CTR OF CUL -DE -SAC AT 7 - NE END OF ARBOR CT. Glq / // APN 254 - 102 -52, 254 - 102 -53 RECORD FROM: STATION 1005 ENC. CITY BM'S DATE DATE i ELEVATION: 174.391 DATUM: NAVD88 09 -135 TMDB /CDP /DR /EIA DR NO; 10 -079 DR /CDP SHEET 13 OF 24 I; IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES Att1D 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. 2. 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. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. a 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED ,HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS 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 ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. 'ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE 12. !ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY 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 NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. IRRIGATION CONTROLLER RUN TIMES POC or Controller JAN FED MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total f Avg. 1 ETo f Month (Inches): 2.20 2,70 3.40 3.70 4.9D 4.60 4.60 5.10 4.10 3.30 2.40 2.00 43.00 A ET* / Day (Inches): 0.07 0.10 0.11 0.12 0.16 0.15 0.15 0.16 0.14 0 -11 0 -08 0.06 0.12 SERVICE LINE (50 FT OF TYPE K COPPER) Irrigation Days/ Week: 6 6 6 1 6 6 6 6 6 6 6 6 6 3 12,5 Plant/ Irrig. Type AKc Pr Rate I JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC i" Shrubs 0.40 0.64 0.90 3.4 4 -7 5.3 6.0 7.7 7.5 7.2 8.0 6 -6 5.2 3.9 1 3.1 Min.)DaylZone Drip Number of Zones: 12 41 -4 56 -3 64.0 71.9 92.2 89.4 86 -6 96 -0 79.7 62.1 46.7 1 37.8 Total Min. /Day 9 Trees 0.80 0.54 0.90 8.2 11.1 12.6 14.2 18.2 17.7 17.1 19.0 15.7 12.3 9.2 1 74 Min. /Day /Zone Bubbler Number of Zones: 10 81.8 1 111.1 1 126.4 1 142.1 1 182.1 1 176.7 1 171.0 1 189.6 1 157.5 1 122.7 1 92.2 1 74.3 ITotal Min.lDay 10 %" Total Number of Zones: 1 22 123 1 167 190 1 214 274 266 1 258 1 286 1 237 1 185 139 1 112 ITotal Min./Day Total Controller Run Time in Hours: 2.05 2.79 3.17 1 3.57 4.57 4.44 1 4.29 1 4.76 3.95 3.08 2.31 1.87 ITotal Hm /Day 21 JAN FEB MAR I APR MAY JUN I JUL I AUG SEP OCT NOV DEC WATER PRESSURE CALCULATIONS WATER METER NUMBER 1 1 WATER METER S1ZE 1" HYDRAULIC GRADE LINE (FT) - WATER METER ELEVATION (FT) ® ELEVATION DIFFERENCE (F-0 ® STATIC WATER PRESSURE (PSI) 75 REMOTE CONTROL VALVE # A10 REMOTE CONTROL VALVE SIZE 11/2" R.C.V. DEMAND (GPM) 20 TOTAL DEMAND (GPM) 20 (HIGHEST HEAD SERVED (FT) STAMPED 'TICE /S 29577". LOCATION: 20' O/S TO THE CTR OF CUL -DE -SAC AT STATIC PRESSURE AT HIGHEST HEAD MASIH MAHER PETER COTA -ROB/s ~ SIZE DESCRIPTION FLOW # PSI LOSS 2" SERVICE LINE (50 FT OF TYPE K COPPER) 20 1 0.3 PSI V EXISTING WATER METER (DISC TYPE) 20 2 21 PSI V BACKFLOW PREVENTER (RIP TYPE) 20 3 12,5 PSI. i" FILTRATION (WYE FILTER) 20 4 0.3 PSI PRESSURE REGULATOR (WILKINS 500HLR) - 5 - PSI 1" BFD ASSEMBLY PIPING (BRASS W1 4 ELLS) 20 6 1.0 PSI 1112" MASTER CONTROL VALVE 20 7 2.0 PSI 1" FLOW SENSOR 20 8 1.0 PSI 1112" ISOLATION VALVES (BALL TYPE) 20 9 0.5 PSI 11 .`2" 600 FEET OF MAINLINE: SCH.40 20 10 6.5 PSI - FEET OF MAINLINE: - 11 - PSI 1112" 5 -90 DEGREE ELBOWS 20 12 0.6 PSI 11 .`2" REMOTE CONTROL VALVE 20 13 1.5 PSI 10% LATERAL LINE LOSS N/A 14 3.0 PSI 10 %" FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 15 1.3 PSI 2 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 16 0.9 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) 17 33.5 PSI PRESSURE REQUIRED AT HEAD 18 30.0 PSI TOTAL PRESSURE REQUIRED (SUM OF 917 AND #18) 19 63.5 PSI STATIC WATER PRESSURE (FROM ABOVE) 20 75.0 PSI RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) 21 11.5 PSI SET PRV OR MCV AT ( #20 PLUS 10 PSI) 22 NIA PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL) 23 N/A PSI LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT: Public Improvements at 1492 Hymettus Ave. City of Encinitas Ero: = 43.0 HA = 32,835 LA = 32,935 MAXIMUM APPLIED WATER ALLOWANCE: TOTAL MAWA= (Eto)(0.62)[(0.8 x LA) + (0.3 x SLA)] 702,438 Gal.lYr TOTAL ESTIMATED APPLIED WATER USED: TOTAL EAWU =(Eto x 0 -62) x [(HA x PF)/IE) + SL.A)] 446,037 Gal.lYr ESTIMATED APPLIED WATER USED: EAWU= (ETo)(0.62) x [(HA x PF)] IE HYDROZONE #1: (Mixed Water Use Shrubs with Drip) 43.0 x 0.62 x 20:035 x 0.5 = 296,741 Gal,lYr 0.9 HYDROZONE #2: (Low Water Use Canopy Trees with Bubblers) 43.0 x 0.62 x 7,050 x 0.3 62,651 Gal./Yr 0.9 HYDROZONE #3' (Medium Water Use Palm Trees with Bubblers) 43.0 x 0.62 x 5,850 x 0.5 = 86,645 GalJYr. 0.9 MAXIMUM APPLIED WATER ALLOWANCE: 702,438 Gal. TOTAL ESTIMATED APPLIED WATER USE: 446,037 GaIJYr IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO. / DESCRIPTION V HUNTER PROS- 06- PRS30 -CV POP -UP BUBBLER HEAD W/ PCN -50 BUBBLE NOZZLE, EACH SYMBOL REPRESENTS (2) BUBBLERS PER 24/36" BOX TREE, (3) BUBBLERS PER 48" BOX TREE, AND (4) BUBBLERS PER 60" BOX TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. V HUNTER ® P.O.C. 13 WILKINS NO SYMBOL V.I.T. ® SUPERIOR ® HUNTER N" LASCO Q HUNTER IRRIGATION PLAN FOR: 1492 HYMETTUS AVE HUNTER HUNTER ® HUNTER NO SYMBOL V.I.T. 0 HUNTER 0 N/A - HUNTER • - • - HUNTER NO SYMBOL HUNTER Q LASCO NO SYMBOL NO SYMBOL NO SYMBOL HUNTER AS APPROVED AS APPROVED AS APPROVED AS APPROVED 3M K.B.I. NO SYMBOL CARSON GPM PSI RADIUS PR (TRI.) DETAIL .50 (1.0) 30 N/A N/A SD -B -STK SOLO DRIP BUBBLER ON STAKE - SEE DETAIL .20 25 N/A N/A 1" DOMESTIC METER WITH A 2" SERVICE LINE, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD 975XLS, 1" R/P BACKFLOW PREVENTION DEVICE WITH WYE STRAINER STRONG BOX SBBC -30SS STAINLESS STEEL "SMOOTH TOUCH" BACKFLOW DEVICE ENCLOSURE MODEL 3200 11/2" NORMALLY CLOSED, BRASS MASTER CONTROL VALVE FCT -100, 1" PVC FLOW SENSOR IN A SCH. 40 TEE, WIRE TO CONTROLLER USING (2) 16 GAUGE WIRES WITHIN A 1" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SLO -CLOSE SCH. 80 PVC TRUE -UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS, LINE SIZE HQ- 33DLRC QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX ICV- 1X1 G -AS (1 ", 11/2 ",) SERIES PRESSURE REGULATED, PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN ICZ- 101 -25 (1 ") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY, SIZE AS SHOWN IC- 3000 -PL, I -CORE CONTROLLER W/ ICR -KIT REMOTE CONTROL, SIZE AS SHOWN, INSTALL CONTROLLER WITHIN STAINLESS STEEL ENCLOSURE. (SEE BELOW FOR TYPE). CONTRACTOR SHALL INSTALL SMART PORT FOR REMOTE ON BACK OF CONTROLLER. SB -16SS STRONGBOX STAINLESS STEEL TOP -ENTRY CONTROLLER ENCLOSURE WITH CSA SUB - ASSEMBLY, RGVRSS AND QP -16 SOLAR SYNC, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PLD- 06- 12 -XXX DRIP TUBING W/.6 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK PLD -075 WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING PLD FITTINGS. 1/2" BALL VALVE W/ THREADED CAP - MANUAL FLUSH VALVE AT END /MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER DETAILS. PLD -AVR AIR/VACUUM RELIEF VALVE INSTALLED WITH A PLD075TBTEE CONBINATION TEE AND A 3/4" X 1/2" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DRIPLINE. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. PVC PIPE 3/4" - 11/2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PVC PIPE 11/2" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE PVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DBY -6 DIRECT BURIAL WATER -PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) KC -XXX -S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE WHEN RCV IS HIGHER THAN THE SPRINKLERS, INSTALL WITHIN SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD /EMITTER DRAINAGE. VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T -COVER LIDS AND CAPTIVE BOLT AND LOC -KIT. FOR ROUND FLUSH VALES AND AIR RELIEF VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910,12" STANDARD RECT. SHALL BE MODEL 1419,12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE GREEN HDPE BODY AND GREEN LIDS IN TURF, GREEN LIDS IN SHRUB BEDS, AND TAN LIDS IN ROCK MULCH. FOR USE IN NON - VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. HYDROZONE # HYDROZONE DESCRIPTION 1 MIXED WATER USE SHRUBS WITH DRIP 2 LOW WATER USE CANOPY TREES WITH BUBBLERS 3 MEDIUM WATER USE PALM TREES WITH BUBBLERS IRR METHOD I DESCRIPTION DRIP I SUB - SURFACE DRIP TUBING BUBB I POP -UP BUBBLERS CONTROLLER/STATION NUMBER VALVE SIZE FVALVE FLOW (GPM) A20 1.5" 1 35 30 1 S 1.75 1,500 OPERATING PRESSURE (PSI) ----- ZONE AREA (SFT) L L L ZONE PRECIPITATION RATE IRRIGATION METHOD HYDROZONE NUMBER M_ S N/A B B C D E F G H Ili I N/A N/A K, L, M K, L, M K,L,M M,N M,O P,Q,R R N/A N/A sweeney+ associates IINM kMON DONON ANDCONWLTINe Callfemla 38730 Sky Canyon Drive, SuIMC Murrlata, CA 92563 9511163.6630 p • 951.16].6650 f emalNsWOOINI SOCAMM wwwsweeneyaalOCAMM Murrbpr California • Austin, Tan • FL Lauderdale, FloHda I HAVE COMPILED WITH THE CRITERIA OF THE ORIDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN Sheet Title: IRRIGATION LEGENDS AND NOTES L1-0.01 Job No. : Scale: Drawn: Team: Checked: CTV08 As Shown SA TCW a� 7 1 N CHANGE NO. 1 DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Add landscape sheets 7 -24 DESCRIPTION: FD. 2" IRON PIPE WITH DISC RECOMMENDED: APPR VED: IRRIGATION PLAN FOR: 1492 HYMETTUS AVE STAMPED 'TICE /S 29577". LOCATION: 20' O/S TO THE CTR OF CUL -DE -SAC AT MASIH MAHER PETER COTA -ROB/s ~ CITY VENTURES 10536 -G NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY EMS Dare D(0/ q / Il ( APN 254 - 102 -525 254 - 102 -53 ELEVATION: 174.391 DATUM: NAVD88 09 -135 TMDB /CDP /DR /EIA DR N0, 10 -079 DR /CDP SHEET 14 OF 24 L 9! A10 1.5" 20 1 30 1 DRIP 0.64 2,415 mmmm 1.5" 19 30 mmm DRIP 0.64 m mmmm 1.5" 19 30 mmmm DRIP 0.64 2.250 mmmm 1" 10 30 ©omm BUBB 0.54 1,500 mmmm 1" 8 30 mmmm BUBB 0.54 1,200 0 Illlllr>•Ili�,,,,. A19 1.5" 19 30 1 DRIP 0.64 2.250 A22 1" 10 30 2 BUBB 0.54 1,500 A21 1" 8 30 3 BUBB 0.54 1,200 A20 1.5" 18 30 1 DRIP 0.64 1,750 A4 I 1" 1 16 30 1 1 DRIP 10.6 4 1,487 A3 1" 4 30 3 BUBB 0.54 600 A2 1" 12 30 2 BUBB 0.54 1,800 Al 1" 16 30 1 1 DRIP 10.64 11,527 HYDROZONE # HYDROZONE DESCRIPTION 1 MIXED WATER USE SHRUBS WITH DRIP 2 LOW WATER USE CANOPY TREES WITH BUBBLERS 3 MEDIUM WATER USE PALM TREES WITH BUBBLER: IRR METHOD I DESCRIPTION DRIP I SUB - SURFACE DRIP TUBING BUBB I POP -UP BUBBLERS F1VALVE SIZE FVALVE FLOW (GPM) A20 1.5" 1 35 3 1 S 1.75 --- OPERATING PRESSURE (PE — ZONE AREA (SFT) IZONE PRECIPITATION RATE IRRIGATION METHOD HYDROZONE NUMBER NOTE A: POINT OF CONNECTION SHALL BE A 1" DOMESTIC WATER METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 75 PSI DESIGN WATER PRESSURE 64 PSI MAXIMUM SYSTEM DEMAND 20 GPM RESIDUAL WATER PRESSURE 11 PSI NOTE B: CONTROLLER SHALL BE A HUNTER MOD# IC- 3000 -PL INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HANDSCAPE AND OTHER OBSTACLES TYP. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. I HAVE COMPILED WITH THE CRITERIA OF THE ORIDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN sweeney + associates California 36790 Sky Canyon Ddve. SulteC Mumata,CA92563 951!461.6090 p • 961.761.6950 f em ilesweeneyusoc om wwwswaaneyassoccom Murrlsd4 California • Austin, Tess • FL NOTES: 1. Refer to Sheet LI -0.01 for Irrigation Schedules and Notes. Horlde Sheet Tide: IRRIGATION PLAN LI -1.01 Job No. Scale: Drmm: Team: Checked: CTV08 i " =20 SA TCW V CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Add landscape sheets 7 -24 DESCRIPTION: FD. 2" IRON PIPE WITH DISC RECOMMENDED: APPRO ED: IRRIGATION PLAN FOR: 1492 HYMETTUS AVE STAMPED "RCE 29577 ". MASIH MAHER PETER COTA- OBLES CITY VENTURES 10536 -G LOCATION: 20'0/S TO THE CTR OF CUL -DE -SAC AT (lgl /I NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S DATE DATE APN 254 - 102 -529 254 - 102 -53 ELEVATION: 174.391 DATUM: NAVD88 09-135 TMDB /CDP /DR /EIA DR NO: 10 -079 DR /CDP SHEET 15 OF 24 4 I O JI lie OE I J A14 I 1" 13 30 1 DRIP 0.64 1,568 A13 l" 8 30 3 BUBB 0.54 1,200 Al2 1" 7 30 2 BUBB 0.54 1,050 All 1" 17 30 1 DRIP 0.64 2,010 I L"tfWk ` tm1 0 or A15 i" 10 30 1 DRIP 0.54 1,241 O HYDROZONE # HYDROZONE DESCRIPTION 1 MIXED WATER USE SHRUBS WITH DRIP 2 LOW WATER USE CANOPY TREES WITH BUBBLERS 3 MEDIUM WATER USE PALM TREES WITH BUBBLERS IRR METHOD DESCRIPTION DRIP I SUB - SURFACE DRIP TUBING BUBB I POP -UP BUBBLERS F1VALVE SIZE FVALVE FLOW (GPM) A20 1.5" 35 30 1 S 1.75 1,500 — OPERATING PRESSURE (P" — ZONE AREA (SFT) LL— ZONE PRECIPITATION RATE IRRIGATION METHOD HYDROZONE NUMBER NOTE A: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE B: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. I HAVE COMPILED WITH THE CRITERIA OF THE ORIDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN Sweeney +associates 1111MATMx1 D1pGM M OCOMW6T1I1G C1116an11 39730 Sky Canyon DdM SuHe C Muffk4, CA 92993 95Lg61Aw P • 9SL1umw f e=INkw*wNga oCx= www"eaulyus c com Muff NNb, p9fomq - Au1tlq Tom • R Lludw&l%FWkle NOTES: 1. Refer to Sheet LI -0.01 for Irrigation Schedules and Notes. den. [i, yrC' Co o ti Signature k Ew. 2129112 *. Sheet Tide: IRRIGATION PLAN Lim 1.02 Job No. : Scale: Drawn: Team: Checked: CN08 1®= 20' SA TCw )0( CHANGE NO: DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. /P1® Add landscape sheets 7 -24 DESCRIPTION: FD. 2" IRON PIPE WITH DISC STAMPED : 20' /S 29577". LOCATION: 20' 0/S TO THE CTR OF CUL -DE -SAC AT NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 VED: RECOMMENDED: APPR Ail MASIH MAHER PETER COTAA-- R1OBBLIES DATE DATE / 11 IRRIGATION PLAN FOR: 1492 HYMETTUS AVE CITY VENTURES APN 254 - 102 -52, 254 - 102 -53 09 -135 TMDB /CDP /DR /EIA DR NO: 10 -079 DR /CDP (� 10536-6 I SHEET 16 OF 24 FINISH GRADE IN TURF AREAS INSTALL POP -UP SPRINKLER HEAD FLUSH WITH FINISH GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH T AND PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. IT. INSTALL FINISH GRADE CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. POP -UP SPRINKLER HEAD, SPRAY OR ROTOR, BRASS THD. 90 DEG. ELL, TYPICAL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. SEE LEGEND FOR BRAND, MODEL, POP -UP HEAT BRAND "MCV" ONTO LID. HEIGHT AND NOZZLE REQUIRED R/P PRINCIPLE BACKFLOW DEVICE 2„ WITH BRONZE WYE STRAINER AND • • FINISHED GRADE maw 2 BRASS BALL VALVES, SEE LEGEND -I� 2 FINISHED GRADE -III III- - - - IN SHRUB AREAS 1/2" FOR BRAND, MODEL AND SIZE = = 2" C _ - IN SHRUB AREAS ��� =77 7.7n INSTALL POP -UP SPRINKLER HEAD 1 /2 ") I I- MIN. p 1= -I I 4" MIN. ( _ "SMOOTH TOUCH" STAINLESS STEEL _ I I I I C - - 24" WIRE LOOPS AND _ _ ABOVE FINISHED GRADE IN SHRUB - _ = III =III- - - - BACKFLOW ASSEMBLY ENCLOSURE 'III -III= 24" WIRE LOOPS AND TfT=1T FLOW - III =III 3M DBY -6 WATERPROOF AND GROUND COVERS AREAS AND "POLAR BEARIER ", IF SPECIFIED TfT=I FLOWN I I 3M DBY -6 WATERPROOF ARE CONNECTORS F-111=11 I II I -III- UNDISTURBED SOIL BRASS NIPPLES, LENGTH AS REQ. adr I III- WIRE CONNECTORS =I I ® DO NOT INSTALL USING SIDE INLET FLOW 10 PIPE DIA. 5 PIPE DIA. �. BRONZE PRESSURE REGULATOR PVC MAINLINE TO FLOW _ITi_I I CI I� I I -I PRE - ASSEMBLED TRIPLE SWING JOINT, 12" MIN. MI W/ GAGE AND UNION, SEE LEGEND SENSOR, PIPE PER PLANS 2" MIN 2 N AND SPECIFICATIONS . " HUNTER SJ SERIES (OR APPROVED EQUAL) - BRASS UNION, ONE REQUIRED o. 4 �..rR°i 4 • • LAY LENGTH TO BE 6" MINIMUM 3" " ASSEMBLY SHALL BE SIZED EQUAL TO �� 0• ro SIZE AS PER SPRINKLER INLET 4 REQUIRED BRICK SUPPORTS, a THE BACKFLOW DEVICE SIZE, TYPICAL 01Ii� 0• e SCH 40 PVC SxSxT TEE FITTING CONTROL WIRES TO PVC MAINLINE TO RCVS LATERAL x SPRINKLER INLET SIZE SCH 80 PVC FEMALE ADAPTER CONTROLLER, IN CONDUIT PVC MAINLINE FROM PIPE PER PLANS AND SPECS. • - PVC MAINLINE TO MASTER VALVE PVC MAINLINE FROM IF INDICATED IN LEGEND MASTER CONTROL VALVE, LATERAL LINE, SEE SPECIFICATIONS CONCRETE BACKFLOW DEVICE OR NO FITTINGS WITHIN 10 PIPE BRICK SUPPORTS, FOR TYPE AND DEPTH REQUIRED 3/4" CRUSHED GRAVEL, DIA. UP STREAM AND 5 PIPE 4 REQUIRED SLAB SCH 80 PVC NIPPLE 6" MIN. LENGTH BASKET STRAINER, USE 4" MINIMUM DEPTH DIA. DOWN STREAM OF SENSOR — COPPER FEMALE ADAPTER SCH 80 PVC 45 DEGREE CONTROL WIRES TO TYPE K COPPER PIPE FROM METER ELLS TO ACHIEVE MAINLINE LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL, CONTROLLER, IN CONDUIT SECTION VIEW - N.T.S. DEPTH AS REQUIRED COVER BOTTOM AND ALL 4" MINIMUM DEPTH IF INDICATED IN LEGEND ® wa.,,,db I k SECTION VIEW - N.T.S. SIDES OF VALVE BOX NOTE: - �,,,y„�„y,,,, d,�, k LASCO #896 PVC UNION LANDSCAPE FABRIC TO =FLOW SENSOR, SEE LEGEND INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. NOTE: SLIP X MIPT, SIZE PER RCV, ELECTRIC MASTER CONTROL COVER BOTTOM AND ALL CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" 2 REQUIRED FOR ASSEMBLY SECTION VIEW - N.T.S. VALVE, SEE LEGEND FOR TYPE SIDES OF VALVE BOX SECTION VIEW - N.T.S. FOR BRAND, MODEL AND SIZE INSTALL SPRINKLER HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. °ww81°' saw d"°"`""` INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED, 0-ww 1W S."a AdwtYt m THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. NOTE: NOTE: INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED. OA POP -UP SPRINKLER © BACKFLOW DEVICE © MASTER CONTROL VALVE O FLOW SENSOR FINISHED GRADE IN TURF AREAS FINISH GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND PLASTIC 10" ROUND VALVE BOX WITH T -COVER CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL PLASTIC 10" ROUND VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. HEAT BRAND "QCV" ONTO LID. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. HEAT BRAND "BV" ONTO LID. 2" III =III- $1-1 - -FINISHED GRADE IN SHRUB AREAS _ _ = FINISHED GRADE IN SHRUB AREAS _ 2- - FINISHED GRADE _ _3" QUICK COUPLING VALVE, SEE 2" IN SHRUB AREAS I LASCO "SLO- CLOSE" SCH. 80 PVC, LEGEND FOR BRAND AND MODEL 1 MIN. p EE I I-1 I� I I =1 LI= '� 1Ti =T(f -I I w III- „ 6" III -III- TRU -UNION BALL VALVE, SOLVENT - III -I I o - - 314" CRUSHED GRAVEL, I ICJ= -24 WIRE LOOPS AND -I! 1 =11) I ICI 6 WELD CONNECTIONS. SIZE BALL - - 4" MINIMUM DEPTH PVC PIPE, _! I I -!! - I I� I U 3M DBY -6 WATERPROOF VALVE PER THE MAINLINE SIZE I 1 =1 I1= WIRE CONNECTORS o LANDSCAPE FABRIC TO SIZE PER PLANS, TYPE PE ��° o °' °�• T• COVER BOTTOM AND ALL EGENDR SCH. 80 PVC SLIP 6" PVC CL. 160 PIPE, LENGTH • so °` SIDES OF VALVE BOX 90 DEGREE ELL ° AS REQUIRED, 12" MINIMUM o ° 2 "MIN. SCH. 40 PVC PIPE OR OO 00 o USE STANDARD o. •E Ems• BRICK SUPPORTS, °oQ BRICK SUPPORTS, 3 REQUIRED BOX OPENINGS 4 SCH. 80 T.O.E. NIPPLE 11 FOR PIPE, DO WITH D.I. SERVICE TEE •Qo� bof,• THREE REQUIRED PVC MAINLINE LASCO SNAP -LOK PVC SWING NOT CUT BOX o.0i0 0• w Q •,p.� �K ?i0,• SEE LEGEND AND JOINT W/ MALE BRASS STABILIZER TAPE WIRES TO PIPE .� o, i v'T7 a —ONE CUBIC FOOT OF SPECIFICATIONS ELBOW AND SNAP -LOK COLLAR SCH. 80 PVC SLIP TEE 000 ° ° 000 3/4" CRUSHED GRAVEL 3/4" QCV USE MODEL G13T -310 BRICK SUPPORTS, 0 QCV USE MODEL G13S -310 4 REQUIRED O IRON BBTC SERVICE TEE o-0 """" b• ao PROVIDE ONE 30" STEEL VALVE SCH 80 PVC SxSxT TEE FITTING, LASCO 4896 PVC UNION FOR USE ON BELL AND � KEY FOR EA. 3 VALVES INSTALLED MAINLINE x QCV INLET SIZE SLIP X MIPT, SIZE PER RCV, GASKET MAINLINE PIPE 2 REQUIRED FOR ASSEMBLY 3/4" CRUSHED GRAVEL, PVC IRRIGATION MAINLINE, REBAR STAKES, 1/2" DIAMETER x ELECTRIC REMOTE CONTROL 4" MINIMUM DEPTH SEE LEGEND FOR SPECIFICATION SECTION VIEW - N.T.S. 24" LONG, TWO REQUIRED VALVE, SEE LEGEND FOR TYPE LANDSCAPE FABRIC TO SOLVENT WELD CONNECTIONS NOTE: °m°"°` ID" �' SPARE CONTROL WIRE, LOOP COVER BOTTOM AND ALL SECTION VIEW - N.T.S. USE AN APPROVED, NON- HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. 48" LENGTH INTO EACH RCV BOX SIDES OF VALVE BOX �wg+yA'AW Swde/ d keaid•, h. SECTION VIEW - N.T.S. o wsw aim S .M s OE BALL VALVE O QUICK COUPLER VALVE OG REMOTE CONTROL VALVE FINISH GRADE IN TURF AREAS STAINLESS STEEL FLIP TOP LID, SHOWN DUAL HYDRAULIC PISTONS PRESSURE REGULATOR IN OPEN POSITION SUPPORT LID OPEN CONTROLLER ENCLOSURE BARE COPPER GROUND WIRE (#6) WYE FILTER DIMENSIONS WHEN CLOSED: CONNECT TO ROD W/ BRASS CLAMP PLASTIC RECTANGULAR'JUMBO' VALVE BOX WITH T -COVER CONTROLLER 38 "H x 16 "W x 15.5 "D AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL PLASTIC RECTANGULAR VALVE BOX STAINLESS STEEL TERMINAL STRIP FOR HEAT BRAND "GR" ONTO LID BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. REMOTE CONTROL VALVE vpNDSC,gp 16" WIDE TOP -ENTRY F HEAT BRAND "RCV" AND CONTROL STATION #ONTO LID. CONTROLLER ENCLOSURE WIRE CONNECTION 5/8" X 8' COPPER �Q.�� oaen, [:� 9,p0 NEMA 3R RAINPROOF RATED STAINLESS STEEL, U.L. LISTED, CLAD GROUND ROD �� o y m 2" BACKBOARD. REMOVABLE � � FINISHED GRADE BACKBOARD. REMOVABLE FRONT 3„ =III III- 2" _ _ = IN SHRUB AREAS FINISHED GRADE a ti I � I -III -I C - PANEL NOT SHOWN MIN. P =- _ - - sfgnafum I I I=I I - - 24" WIRE LOOPS AND I I I-I I I- - III -III - NATIVE OR UNDISTURBED SOIL * 2129112 PVC PIPE, -I I ) I I -111III 3M DBY -6 WATERPROOF POWER SWITCH rT Date SIZE PER PLANS, WIRE CONNECTORS AND RECEPTACLE �P TYPE PER FLOW SCH. 80 PVC SLIP - III -I I I I =111= 9TF FO�� LEGEND 90 DEGREE ELL USE STANDARD 2" MIN. SCH. 40 PVC PIPE OR SJ- III -I I 11; I I -I I 1L- BOX OPENINGS �� 'O�, °i 4 SCH. 80 T.O.E. NIPPLE GRADED ~- - _ PREFORMED ALUMINIUM PAD I- III -III III - III -III OF BOX S WITH FOR PIPE, DO o ,�y WITH D.I. SERVICE TEE _ _ _ STRONGBOX QUICKPAD III =JJ=I I I I -III �=I Sheet Tide: v 8 �9 (a FILL BASE OF ENCLOSURE MOUNTING PAD I- III =I Il I E III - III -III RED BRICK SUPPORTS (4 REQ.) IRRIGATION NOT CUT BOX ,o .Oi ..O o•. TAPE WIRES TO PIPE QUICKPAD WITH I I- WITH PREFORMED ALUMINIUM I I I I� I=I I '. I I=I I �=I PEA GRAVEL !UN])Ti PAD, PLASTIC BASE AND ALL BRICK SUPPORTS, SCH. 80 PVC SLIP TEE TOP OF BASE STAINLESS STEEL HARDWARE w 4 REQUIRED OR LEEMCO DUCTILE I DETAILS IRON BBT SERVICE TEE COMPACTED —1 1/4" PVC CONDUIT /SWEEP Sweeney t associates LASCO #896 PVC UNION O FOR USE ON BELL AND FOR COMMUNICATION CABLE SITE SOIL ,, IRRIGATION oeawwwx•wnauVnnc SLIP X MIPT, SIZE PER RCV, GASKET MAINLINE PIPE TO OTHER CONTROLLERS (IF REQ.) California L 1 5 01 2 REQUIRED FOR ASSEMBLY 3l4" CRUSHED GRAVEL, 3" PVC CONDUIT /SWEEP FOR 38736skyCamonDrlw,SulteC 1 1/4" PVC CONDUIT/ ELECTRIC REMOTE CONTROL 4" MINIMUM DEPTH CONTROL WIRES TO VALVES Murrlata,CA92663 • VALVE, SEE LEGEND FOR TYPE SWEEP FOR ELECTRIC LANDSCAPE FABRIC TO SERVICE 1 1/4" PVC CONDUIT l BARE COPPER GROUND WIRE ( #6) 95L"1MM30p•96L961.6869f SPARE CONTROL WIRE, LOOP COVER BOTTOM AND ALL SWEEP FOR GROUND WIRE FROM CONTROLLER, 8' MINIMUM a malm"ww m 1" PVC CONDUIT /SWEEP SECTION VIEW naynsocco 48" LENGTH INTO EACH RCV BOX SIDES OF VALVE BOX www.awrawyasaaccom SECTION VIEW - N.T.S. FOR ET GAGE WIRES (IF REQ.) 1" PVC CONDUIT /SWEEP FOR Mumeq, Calikand •AusBgTam•Fltaudardalgfbrlda Job No. CTV08 0.wwwsmwd""aia4""` V PVC CONDUIT /SWEEP FLOW SENSOR/MCV WIRES (IF REQ.) Scale: N.T.S. FOR TELEPHONE LINE (IF REQ.) SECTION VIEW - N.T.S. Draw: SA I HAVE COMPILED WITH THE CRITERIA OF THE ORIDINANCE AND APPLIED Team: TCW DRIP RCV ASSEMBLY 10 CONTROLLER ENCLOSURE JO GROUND ROD INSTALLTION THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE Checked: )0( IRRIGATION DESIGN PLAN CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMMENDED: APPROVED: IRRIGATION PLAN FOR: Add landscape Sheets 7 -24 DESCRIPTION: FD. 2" IRON PIPE WITH DISC ,, A l 1492 HYMETTUS AVE STAMPED "RCE 29577 ". MASIH MAHER EETER COTA- ROBLES CITY VENTURES 10536 -G L1e /ip -/v LOCATION: 20'0/S TO THE CTR OF CUL -DE -SAC AT Ler� 1� NE END OF ARBOR CT. 4/11/11 APN 254 - 102 -529 254 - 102 -53 RECORD FROM: STATION 1005 ENC. CITY BM'S DATE DATE ELEVATION: 174.391 DATUM: NAVD88 09 -135 TMDB /CDP /DR /EIA DR NO1 10 -079 DR /CDP SHEET 17 OF 24 IL' 9" WIRE STAKE INSTALLED THREE (3) FEET ON CENTER FINISHED GRADE - — DRIP TUBING, TYPICAL BOTH SIDES OF TEE, SEE LEGEND FOR I' �- SPECIFICATION E! HUNTER PLD -050, 1/2" MPT x 17mm BARBED FITTING (2 REQ.) SCH. 40 PVC TEE TxTxT 1/2" SCH. 80 PVC THREADED 112" NIPPLE, LENGTH AS REQUIRED KING BROTHERS FLEXIBLE NIPPLE, #FVN -500 -6 MIPT x FIPT, 6" LENGTH) SCH. 40 PVC TEE SxSxT, LINE SIZE BY 1/2" PVC LATERAL LINE�� O DRIPLINE TUBING Pal "I FINISHED GRADE IN TURF AREAS HUNTER PLD -AVR AIR / VACUUM RELIEF VALVE WITH A 3/4"X 1/2" THREADED PVC BUSHING 10" ROUND VALVE BOX WITH BLACK COLORED "T TYPE" COVER. HEAT BRAND "AR" ONTO LID. FINISHED GRADE IN SHRUB AREAS SUB- SURFACE DRIP TUBING iM I2SI-" BRICK SUPPORTS LANDSCAPE FABRIC 3/4" ROCK, 4" IN BOTTOM OF BOX HUNTER PLD075TBTEE, 3/4" FIPT X 17mm BARB X 17mm BARB TEE 0 SECTION VIEW - N.T.S. NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. 00 DRIP AIR RELIEF VALVE MAXIMUM 3ROOVESIN TO CLOSE WIRE AMMENDED SOIL* III 4„ NSTALLED AFTER _ TUBING INSTALLATION —DRIP TUBING AMMENDED SOIL* BRING SOIL LEVEL TO 4.5" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION WIRE STAKE SECTION VIEW - N.T.S. ®.ww w S." a Mw^ k RECOMMENDED INSTALLATION: * AS PER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 1 1/2" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 4" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING © DRIPLINE CONNECTION(SECTION) SECTION VIEW - N.T.S. 60ww Mm 9M" a a .. O DIMENSION A B C 112 "702_1 /2 "INSIZE 1E" 1 21. 4" 3" TO 6" IN SIZE 24" 4" © PIPE INSTALLATION DRIP BUBBLER ON STAKE - SEE LEGEND FOR SPECIFICATIONS 1/4" DISTRIBUTION TUBING DRIPLINE BLANK LATERAL DL 2000 POLY CONNECTION FITTINGS TO DRIPLINE LATERALS -� DRIPLINE BLANK LATERAL — AIRIVACUUM RELIEF VALVE — • PVC HEADER — —~ SIZE PER PLAN MIN. SIZE 3/4" PVC HEADER - -► MIN. 3/4" SIZE FLUSH VALVE PLAN VIEW - N.T.S. -� IRRIGATION RCV C." MN 9,., a t oaa�r. k CONNECTION TO PVC LATERAL SEE LEGEND FOR TYPE HUNTER PLD IN -LINE TUBING IN ROWS 14 -16 INCHES ON CENTER ON LEVEL GROUND. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. RUN AIRIVACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. ATTACH ALL IN -LINE DRIP TUBING TO BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION OM DRIPLINE CONNECTION(PLAN) SECTION VIEW - N.T.S. cow ix 100/ so" a I ioal. w DIMENSION A B C D 1 1/2" TO 6" IN SIZE 36" 24" 24" 4" OQ SLEEVE INSTALLATION PAVING SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINES IN SCH 40 SLEEVE CONTROL WIRES IN SCH 40 SLEEVE UNDISTURBED SOIL PRESSURE MAINLINE IN SCH 40 SLEEVE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. SECTION VIEW - N.T.S ®finNms.e..iah -wl k BOX WITH BLACK COLORED HEAT BRAND "FV" ONTO LID. FINISHED GRADE IN SHRUB AREAS LASCO MHT -104 1/2" MIPT X 3/4" MALE HOSE THREAD ADAPTER WITH A FHT -301 314" FEMALE HOSE THREAD CAP STAINLESS STEEL HOSE CLAMPS, TWO REQUIRED LASCO PVC BALL VALVE, 112 ", WITH THREADED ENDS 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX BRICK SUPPORTS, 2 REQUIRED 1/2" SCH. 80 PVC NIPPLE, LENGTH AS REQUIRED 3/4" DRIP SYSTEM PVC LATERAL LINE 3/4" X 1/2" SLIP PVC ELBOW FITTING #4 X 36" REBAR SUPPORT STAKE NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. USE AN APPROVED, NON- HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. NO DRIP FLUSH VALVE 5 a POLY TUBE PRE - FILLED WITH � y WATERPROOF GEL 2„ �� N LOCK TABS PREVENT WIRE REMOVAL d. . * # ONCE CONNECTOR IS INSERTED a . MULCH, SEE PLANTING PLANS S(gnaro11 . 2/29/72 4. d ul Date \F' SCOTCHLOK CONNECTOR ELECTRICAL SPRE G < 4 FINISHED GRADE 9TF OF CAL %F PRE - STRIPPED 1 THE I I —III III III —III -I INSULATION PRIOR TO O INSERTION INTO THE CONNECTIOR. TWIST -III I- III -I CONNECTOR ONTO WIRES TO _ Sheet Title: SEAT FIRMLY. 4" UNDISTURBED SOIL p /± w, l SEA TCHLOK CONNECTOR AND WIRES I I- III —III III —III -I IRRIGATION I I ( I INSERTED INTO TUBE UNTIL THE — III -III -I I- III -III- ,c CONNECTOR PASSES LOCK TABS DA�W Sweeney +associates IRRWAT DUNN ANDCOMWLTING SECTION VIEW - N.T.S. calffmia NOTE: . aa�,k M "CAIRW LI -5.02 Sky nmDrft5ufMC WIRE CONNECTOR SHALL BE A 3M DBY -6 DIRECT BURY SPLICE KIT. 1/4" BARB TRANSFER FITTING 951AGL6870p•95L46LGMf KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A INSERTED INTO TUBE 0=11 WATERPROOF SEALING GEL, TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2.3 #14 OR 2 #12 PRE - STRIPPED COPPER DRIP TUBING - SEE DETAIL FOR MWrtpU,CWIfamfa • AusBD,Ton • Ft Laude dab,Ranch Job No.: CN08 WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. SPECIFICATIONS Scale: N.T.S. Dmwn: SA I HAVE COMPILED WITH THE CRITERIA OF THE ORIDINANCE AND APPLIED Team: TCW ® WIRE CONNECTION OS VINE BUBBLER THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE Checked: IRRIGATION DESIGN PLAN CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMMENDED: APPROVED: IRRIGATION PLAN FOR: Add landscape sheets 7 -24 DESCRIPTION: FD. 2" IRON PIPE WITH DISC 1492 HYMETTUS AVE STAMPED "RCE 29577 MASIH MAHER ETER COTA- ROBLES CITY VENTURES 1 0536-G /r! !f„1f/_ jy LOCATION: 20'0/S TO THE GTR OF CUL -DE -SAC AT F01� G _ 1 NE END OF ARBOR CT. DATE DATE ct / it APN 254 - 102 -529 254- 102 -53 RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 09 -135 TMDB /CDP /DR /EIA DR NO: 10 -079 DR /CDP SHEET 18 OF 24 L' LN WOOD MULCH SCHEDULE: GENERAL PLANTING NOTES: 1. Mulch these planter areas with a 2 -inch deep layer of wood mulch: 1. Refer to planting details and specifications for additional planting information. A Shrub areas. B. Groundcover areas. 2 Consult with site superintendent, appropriate agencies, and Drawings to verify existing locations of underground utilities, pipes and structures. Take sole responsibility for costs incurred due to damage of these utilities, pipes, or structures if proper verification by Contractor was not performed. 2 Mulch Type: 'Forest Floor (2' minus). 3. Do not willfully proceed with planting operations when it is obvious that unknown obstructions and grade differences exist that may not have been known the during 3. Supplier. Aquinaga Fertilizer (949) 786 -9558. design process. Bring such conditions immediately to attention of Owner's Authorized Representative for resolution. Assume full responsibility for costs incurred and required modifications due to lack of providing such notification. 4. Comments: Provide Owner's Authorized Representative with (1) baggie of mulch for review and approval prior to placement of mulch. 4. Coordinate other contractor's work related to proper execution of Contractor's work 5. Refer to the Landscape Planting specification for additional mulch information. 5. Obtain approval of final grade certification from Owner prior to beginning planting operations that certifies that rough grades are within 1 /10th of an inch from specified grades. Ensure that finish grade elevations of planting areas are set to the proper elevations relative to the finish surfaces of paving, utility covers, and curbs. 6. Existing site soil may be used in planting areas, however, it may need to be amended as indicated in the horticultural soils report. Should import soil be necessary to bring site to specified finish grades, indicate source location. Ensure that import soil is of a sandy loam nature, containing no toxic chemicals or elements that might inhibit or retard normal plant growth. Submit soil test results of import soil to Owner's Authorized Representative for approval prior to delivering soil to site. 7. Submit photos of each tree species to Owners Authorized Representative for approval. Trees may, however, be hand - tagged by the Owner's Authorized Representative at a nursery selected by Owner's Authorized Representative, or if deemed acceptable, by the Contractor. In any case, trees of a similar species and variety are to have matching form. 8. Plant material must be approved by Owner's Authorized Representative prior to installation. Plant material installed without Owner's Authorized Representatives approval may be subject to removal and replacement with related costs bome by Contractor. TREEROOT BARRIER SCHEDULE: 9. Final locations of plant materials are subject to approval of the Owner's Authorized Representative prior to installation. Perform the following before beginning planting pit excavation: 1. Provide root control barriers for trees planted within 5-feet of a hardscape edge such as paving, walls, curbs, steps, etc. a. Shrubs - place in containers on -site in "final' locations. b. Trees - stake or flag centerpoint of tree. 2 Type: 0818 -2. c. Container Pots - locate pot prior to planting. 3. Mfg: Deep Root (800) 458 -7668 10. Notify Owner's Authorized Representative in sufficient fine to perform a required site observation visit. Refer to specifications for specific site visit notification tasks and times. Insufficient notification time given Owner's Authorized Representative may require the site visit to be canceled, or possibly, make Contractor responsible to 4. Length: 10 long. compensate Owner's Authorized Representative for overtime. 5. Comments: 11. Be responsible to furnish plant material free of pests, poor condition, or disease, including pre- selected or gagged' plant material provided by Owner's Authorized A Set top of barrier a minimum of 112' above finish grade and below surface of wood mulch or turf. Representative. B. Refer to the Landscape Planting specification for additional root barrier information. 12. After fine radio rations have been completed and nor to beginning soil preparation, take a minimum of 3 horticultural soil samples where soil conditions or plant C. Alternatives may be submitted for review. , 9 P t �c 9 () P P types vary, i.e. turf, shrub, slopes, etc. Soli samples are to 6e collected and tested by a qualified soil testing laboratory (current member of the California Association of Agricultural Labs) and a written report prepared which includes recommendations for soil amendments, fertilization, planting backfill mixes and maintenance. Submit a copy of the report to the Owners Authorized Representative. These recommendations may be revised to conform to recommendations noted in this sail report, however, only upon receipt of written change order from Owner. 13. If conflicts arise between actual size of planting areas on -site and those areas indicated on Drawings, contact Owner's Authorized Representative for resolution. Failure to make such conflicts known to Owners Authorized Representative in a fimely fashion may result in Contractor's own liability to relocate plant materials. 14. Ensure that turf areas are separated from groundcovers and shrub areas with specified edging - refer to Drawings. 15. Triangular space groundcovers and shrubs, unless indicated otherwise on Drawings - refer to planting details. 16. Provide a representative example of a typical tree staking and guying (if any) installation for Owners Authorized Representative review before performing tree staking and guying (if arty) operations - refer to planting details. 17. Excavate plant pits to specified dimensions per planting details. 18. Mulch shrub and groundcover areas (excluding turf) with a 24nch deep layer of wood mulch 'Forest Floor (2' minus) provided by Aquinago Fertilizer (949) 786 -9558, or approved equal. Submit sample for approval prior to placement. 19. Do not plant trees closer than 4 -feet to fixed edge such as sidewalks and wails, unless indicated otherwise on Drawings. 20. Provide root control barriers for trees planted within 5 -feet of a hardscape edge such as paving, walls, curbs, steps, etc. 21. Ensure that top of tree rootballs are set 2' above finish grade and shrub rootbails are set I' above finish grode. 22. Install plant material with its best side facing predominate view of public. 23. Provide the required setbacks between trees and elements such as utlities, i.e. gas, electric, sewer, water and related vaults, streetlights, fire hydrants, and signage. 24. Replace or repair existing materials that are damaged by Contractor during planting operations. 25. Verify property lines prior to commencing planting operations. O �.pNDSCgpF 26. Refer to City and County standards for standard landscape plans and specifications, where applicable. o any 27. Keep turf 2 clear of tree trunks. Apply wood mulch in this buffer zone. san 0 * 1,.D.. 2/29/72 SYMBOLS LEGEND: 9TF OF CALIFO�Z Indicates Vine - r - Center Line - -- Property Line Sheet Title: �w Indicates Espalier Limit of Work Line PLANTING Q Quantity of Plants in Planting Area _ Matchline SCHEDULE /NOTES Indicates Tree Type �� Align Indicates Tree Quantify Indicates Tree Size L P _ O • ®2 xx" Indicates Tree Box size Indicates Vine Type xrr BT Indicates Palm Brawn Trunk Height Job No.: CN08 Indicates Vine Quantity Indicates Vine Size Scale: None Drawn: AR Team: TCW Plant quantities shown on plans are for contractors convenience and reference only. Contractor Checked: XX is responsible to provide all plant material required to conform to specified plant spacing. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. � / 6 \ Add landscape sheets 7 -24 DESCRIPTION: FD. 2" IRON PIPE WITH DISC RECOMMENDED: APPROVED: PLANTING PLAN FOR: 1492 HYMETTUS AVE STAMPED "RCE 29577 ". AA J1- p/ P iAI,1 y LOCATION: 20' O/S TO THE CTR OF CUL -DE -SAC AT MASiH MAHER F ETER COTA- ROBLES CITY VENTURES 10536 -G NE END OF ARBOR CT. oarE oA��Q7f APN 254 - 102 -529 254 - 102 -53 RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 09 -135 TMDB /CDP /DR /EIA DR NO, 10 -079 DR /CDP SHEET 21 OF 24 6 O el CHANGE NO. i DESCRIPTION /2 \ i Add landscape sheets 7 -24 ■ i .. .... Pin Tor 1.. 36'.;...:. low For 2 36' CO „4 0m e no -• 00 pp V _ 00. 1 (�ia�w v !R! ry ol 00 w ��000• "oeaot� . ��,, �'' �4� e ,vv vvv ,Vvv -vvv VVVVVV UM ©� 3'00((ar 1 �i 6`DQ� E® 0M 0M ME 0® Existing Torrey Pine APPROVED DATE BENCHMARK DESCRIPTION: FD. 2" IRON PIPE WITH DISC STAMPED "RCE 29577 ". LOCATION: 20' O/S TO THE CTR OF CUL -DE -SAC AT NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 1 3� d y.v VV, ,VVVV vvvv� ,VVVy V . 1f V1A, -.r vV V 1 Pin Tor I Sfr Nic .. . 36' . ......... _....... 2 36 ' ° r t L M How For 1 36' IIc 4 m^^ p t JacMim ...k ... -,a. v / ,,� 1 48' V I t ' NOTES: CO „4 0m e no -• 00 pp V _ 00. 1 (�ia�w v !R! ry ol 00 w ��000• "oeaot� . ��,, �'' �4� e ,vv vvv ,Vvv -vvv VVVVVV UM ©� 3'00((ar 1 �i 6`DQ� E® 0M 0M ME 0® Existing Torrey Pine APPROVED DATE BENCHMARK DESCRIPTION: FD. 2" IRON PIPE WITH DISC STAMPED "RCE 29577 ". LOCATION: 20' O/S TO THE CTR OF CUL -DE -SAC AT NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITY BM'S ELEVATION: 174.391 DATUM: NAVD88 1 3� d y.v VV, ,VVVV vvvv� ,VVVy V . 1f V1A, -.r vV V 1 Pin Tor I Sfr Nic 1 36' 2 36 ' ° r t L M How For 1 36' 4 m^^ p t JacMim 7 59 ... -,a. v / ,,� 1 48' .Ro °oo o o °o° _ .. �C�ono�ooer°°oa ..... ._ ... .. .._ ___ N. Limit of Work IN01!99 Dis Buc 2 5g Rhu Lan ' 3 36' Rhu Lan 1 36' r] f \ 1? t. \. �T\s t _ ti 1. x + r ._ -... ......... ..':. ""fwd... _..._.. N (o �EF Pia Rac _l If 2 60' If I \oo�a Sfr Nic A . 2 36 ' ° r t L M How For 1 36' DisBuc JacMim 7 59 ... -,a. v / ,,� 1 48' V I t ' NOTES: J I 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. s : ' 2. The landscape design including of °° Qi ;.one ©.1 species selection and irrigation will >o�° 1 MelQui not adversely impact the project 5°0. I 1 36' improvements and BMPs. 0 0 3. Lot 1 is the Water Efficient F` Landscape Model. Rhu Lan 1 36' F Sfr Nic I 1 36' ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: APPRO_VED:_ . MASIH MAHER PETER COTA -PETER COTA- ROBLES G /9i 11 DATE DATE I.WDSCgpF V oxen. Cis, W o n K Q- --i gnoiu e Exp. 2129/12 Sheet Title: PLANTING PLAN LP -1.01 Job No.: CTV08 Scale: P = 20 Drawn: AR Team: TCW Checked: XX CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SLANTING PLAN FOR: 1492 HYMETTUS AVE CITY VENTURES 10536-G APN 254-102-52,254-102-53 09 -135 TMDB /CDP /DR /EIA DR NO; 10 -079 DR /CDP SHEET 22 OF 24 1110 3 .x..,. ... . � . 15 .. .. I f Limit of Work I) 0 NOTES: 1. Refer to Sheet LP -0.0 i for Planting Schedules and Notes. 2. The landscape design including species selection and irrigation will not adversely impact the project improvements and BMPs. 4 Ci ftndure Sheet'Ne: PLANTING PLAN Om 1 ®® Job No.: Scale: Dmwn: Team: chedsd: CTY08 I"a LV NY AR TCw V t T h: K I 4 k A 1 i t 1 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Add lanascope Sfieefs 7-24 DESCRIPTION: FD. 2" IRON PIPE WITH DISC STAMPED "RCE 29577 ". LOCATION: 20' O/S TOTHE CTR OF CUL- DESACAT NE END OF ARBOR CT. RECORD FROM: STATION 1005 ENC. CITYBM'S ELEVATION: 174.391 DATUM: NAVD88 RECOMMENDED: APPROVED: ^ JG /I!!. ! V ' MASIHMAHER PETERCOTA.R0BLES DATE GA gl it PLANTING PLAN FOR: 1492 HYMETTUS AVE CITY VENTURES APN 254 - 102 -525 254 - 102-53 09 -135 TMDB /CDP /DR /EIA DR NO; 10 -079 DR /CDP /+ 10536 -G / [� 7��7 `�7 / SHEET 23 OF 24 L'