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2007-716 G (Plans)GRADING NOTES: LANDSCAPING NOTES: RAD 1. ALL SLOPES SHALL PLANED I PRIVATE WATERLINE 18,165 3800 CUBIC YARDS EXCAVA170N CUT CONC. CURB (6" AND 0" PER PLAN) G -1 EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE PLAN F 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, BE AND IRRIGATED IN ACCORDANCE CONC. SIDEWALK G -7 A LIABLE BECOME LOOSENED SHALL BE REMOVED AND DISPOSED I HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR 3800 CUBIC YARDS EMBANKMENT (FILL) THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND R' D E N CORPORATE E R CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ( UAIL GA"w SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL REQUEST FOR INSPECTION. SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION LEGAL DESCRIPTION THAT PORTION OF THE EAST HALF OF THE NORTHWE OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. 4 WEST, SAN BERNARDINO MERIDIAN, CITY OF ENCINI 2. 774E SO /LS REPORT TITLED GEOTECHNICAL INVES77GATlON ENCINITAS AS PARCEL Z IN A CERTIFICATE OF COMPLIANCE RE( OFFICE CONDOMINIUMS, ENCINITAS, CA." PREPARED BY GEOTECHNICS N P D E S STATEMENT /SPECIAL NOTE: INC. (JOB NO. 0007- 014 -00) DATED JAN. 12, 20OZ TOGETHER WITH T # 1 NPDES PERMIT WDID 9 370349185 ADDENDUM REPORT TITLED 'SUPPLEMENTAL FOUNDATION J ,/ f f / / j:�• L j�� INFORMATION" DATED MARCH 8, 2007. SHALL BE PART OF THIS GRADING PLAN. ALL GRADING CONSIDERED AS A SHALL BE DONE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL IN ACCORDANCE WITH THE RECOMMENDA7ONS AND SPECIFICATIONS REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD (, CONTAINED IN SAID REPORT. (SWRCB) ORDER 740. 92 -08 -DWG (N.P.D.E.S GENERAL PERMIT NO. ,�,,� j��l CAS000002), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF ,/ 1/w 3. APPROVAL OF THIS PLAN DOES NOT CONST17ZJE APPROVAL OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTON AC770TY. IN ~ / /` /!� r � t''f,, SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF ACCORDANCE W1774 SAID PERMIT A STORM WATER POLLUTION IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE �/� t `Jy APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL q I r - ,X I ',I CONJUNCTION WITH IMPROVEMENT PLANS. BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE _ I I COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE ACCURATE NOTICE -OF- INTENT (NOI) WILL BE FILED WITH THE SWRCB. GRADING. A COPY OF THIS PROJECT SHALL BE FILED WITH 174E CITY OF ENCINITAS WHEN RECIEVED, FURTHER, A COPY OF 774 f E COMPLETED NOl /� r� 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED s /` �� ✓ 4 FROM THE SWRCB SHOWING TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. 174E PERMIT NUMBER FOR 774/S PROJECT ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR SHALL BE FILED WITH 774E CITY OF ENCINITAS WHEN RECIEVED. REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. , BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- 716 -G AND BY SWRCB ORDER NO. 92 -08 -DWG, AND BY ANY ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER SUBSEQUENT Q AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL OR A LICENSED LAND SURVEYOR. PROVISION AS SET FORTH IN SEC77ON C.7 SWRCB ORDER N0. % *' v 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 92 -08 -DWG. r °,, � ' +� `J � r ,• �'" � �� SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND EN CE LP, !FO lA Ml D FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND -- REGULATIONS. BY. �� - - - -- - - -- DATE.•' _ 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A FR HUMAN CONDUCTEDS BETWEEN ETHE HOURS OF 5:30AP.M. ANDL7 :30 ABM. N NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES_ 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 4 ' SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT.• CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING ON THESE PLANS, HOWEVER: SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN / ADVANCE BY CALLING (760) 633 -2770. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY,.,�y MEASURES TO PROTECT ANY EXIS77NC UTILITIES OR STRUCTURES 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO / r' DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND /h , ° }' +t�\ \ \\ SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS 711E LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF i; \ CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING WORK: OPERATION. A. SEWERS - ESD (760) 633 -2600 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING /RN( NE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL ANDJOR FINAL B. GAS &ELECTRIC - SDG &E (800) 422 -4133 -DIG ALERT RELEASE OF SECURITY AN AS CERTIFICATION SHALL BE \t PROVIDED STATING: ;THE GRADING UNDER PERMIT NO. 716 -G C. WATER - S.D. W. D. (760) 633 -2600 / ',, » J (a I, ''I ' , \ HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE � / ' � j ,: i � \ 4'•,.. ' -' �. /.,: APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT AS GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES E CABLE TV - COX (800) 422 -4133 - DIG ALERT SUCH GRADING OPERATION. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 f. ,• >< ,I !u{ ! t/, t'- 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. s� SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE PHONE: (760) 633 -2770. j;' % tr AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS / "" , / AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR + - s % J` %,! '` it -r ---- INSPECTION. PHONE: 760 633 -2770. ALL WORK PERFORMED i� ? f, 1 r r SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ( ) SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO P�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s SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING ENCINITAS FIRE DEPARTMENT. SOILS ENGINEERS CERTIFICATE OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE 1, L�Nritq�.Y F. QE'cF.4rr A REGISTERED CIVIL ENGINEER IN THE STATE OF SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT TO THE SA77SFAC77ON OF 774E FIRE DEPARTMENT. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY INSTALLED. APPROVED BY THE APPROPRIATE INSPECTION DEPARTMENT OR DIRECTION BETWEEN THE DATES �S? =_4 AND /Z -LB -O� . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY AGENCY. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY FILL SHALL BE PLACED IN ACCORDANCE 2• AS A MINIMUM, THE FIRST LIFT OF ASPHALT PA SHALL BE IN ENGINEER, ALONG WITH UPDATE LETTER DATED !Z !9�? FURTHERMORE, I WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE EMERGENCY VEHICLES. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL J. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER NATURAL GROUND. 171E EXPOSED SOILS SHALL BE SCARIFIED TO DISTRICT. SIGNED: A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 L PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ' RCE NO.:1U��-- -------------- PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT OWNERS CERTIFICATE EXP. DATE: ____________ __ ACCORDANCE WITH SPECIFICATIONS. -•3 /of IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH THESE PLANS. GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ESTIMATED EARTHWORK QUANTITIES-- ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE y COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. SAID PROPERTY BEING DESCRIBED DED 312412005 AS INSTRUME NT NO. 2005 - 0240340 OF O.R. 7 .4 0 t�A3 X f _r w 53� a1C_.� •�, �- j + � , � -. �. �.� I i � spy' r _ } m X41 + // _t -- - KEY MAP CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THE IMPROVEMENTS. 18,165 3800 CUBIC YARDS EXCAVA170N CUT CONC. CURB (6" AND 0" PER PLAN) G -1 EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 532 LF CONC. SIDEWALK G -7 A LIABLE BECOME LOOSENED SHALL BE REMOVED AND DISPOSED I HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR 3800 CUBIC YARDS EMBANKMENT (FILL) PROPOSED SPOT ELEVA7ON OF. THE E TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN GEOLOGIST HAS BEEN OR WILL BE RETAINED TO TEST AND 0 CUBIC YARDS EXPORT (CUT) EA ACCORDANCE WITH THE GRADING ORDINANCE. OBSERVE GRADING ACTIV TY AND ADVISE THE COMPAC ON LF (543-2) /O/ A ILITY OF EA EXISTING SPOT ELEVATION O O 1 EA PROPOSED POST INDICATOR VALVE (PTV) APPROX. 5000 CUBIC YARDS REMEDIAL GRADING. 1 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 12 "x12" NDS ❑ ❑ 1 SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF El PROPOSED PVC DRAIN PIPE ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY PLAN) THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 18 " -53' 1� " -54; GEN. PARTNER DATE V PROPOSED BROW DITCH HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE KEfTf! HA !✓ ~ 0 VEREXCAVA170N, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL SA 77S Y SELF FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF r '��F {�J - =-�A `r-3LO 7DWALECEA11rW_0"VEW4,4W13OV -1 GCC THAT ES77MATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK 0) DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND z QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A (TYPE PER CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. O 815 THEORETICAL BASIS. ACTUAL QUANT177ES MAY VARY DUE TO SHRINKAGE OR SWELL PROPOSED CONTOURS -- -- - - - P.O. QO;e Z51vo FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED BEYOND 17. ALL OF THE WORK PROPOSED ON THIS PLAN IS EN77RELY W 1774/N THE 41 E"C.IA/Or4B1 CQ 912OZ,5 THAT ES77MATED ABOVE. REFER TO SO /LS REPORT FOR REMOVAL AND RECOMR4 I C77ON -- -y/ W �k DEPTHS CUT /FILL LINE <3�1" i SHEET INDEX: SHEET 1 - TITLE & NOES SHEET 2 - CURB INFO. & EROSION CONTROL NOES SHEET 3 - GRADING & PLAN DETAIL SHEET 4 - GRADING & PLAN DETAIL & WATERLINE PROFILE SHEET 5 - EROSION CONTROL SHEET 6 - 1/m64rioAlP lAiaxOII oz-ave(_ SHEET 7 - he=6400" PLAAL «G?eW 1 -YIle& SHEET 8 - bee169770N CELCNO /A�TESRNDL></AILS SHFE75 9 -/( - ACP-(,(a/iT70AL v6mx5 l SHEET /2 - PL,4A ;m& PLAN STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEERMINA77ON BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY: AD w /5 OS MICHAEL H. SMITH DATE ES A.P.N.: 258 - 130 -88 662 ENCINITAS BLVD. SITE ADDRESS ENCINITAS, CA. 92024 _�-r' r...�.,,• --_., /.'°mil°`.` a-2w, R PERMI TTE� - _ -_te r 9310 MWNE C6,,VXR PeME HA,e/Z /5074 -1 GGC ` E,aflF�a�vv�a sIPoIIT£6 P4RTNEa9 P 1<61ri! MWAV 'o/V [*4%ft nv 0FG Ae,n A /rte/ /A nnnn A nA/ g9AO1 /A nnnnnnA RGN &FNER A/ n A nTA'_ n . O BOX Elvel"IrtfS, CA 92023 r CA /04A / /TAC GA l]OIIOA ✓ PH6h'E- 71669 3 Pf/. 7W-43G-7171 / WORK TO BE DONE ` EX. CONTOUR MINOR EXIST. EDGE OF PAVEMENT UNDERGROUND SERVICE ALERT TOLL FREE. 1 (800) 422 -4133 TWO (2) WORKING DAYS BEFORE YOU DIG. 18,165 SF CONC. CURB (6" AND 0" PER PLAN) G -1 � 532 LF CONC. SIDEWALK G -7 A 332 SF CURB & GUTTER G -2- W O Z PROPOSED SPOT ELEVA7ON LF STORM FIL TER CATCH BASIN SEE SHEET 4 FOR 1 EA PROPOSED 8" CL -200 C -900 PVC WATER MAIN W W 433 LF (543-2) /O/ 1 EA EXISTING SPOT ELEVATION O O 1 EA PROPOSED POST INDICATOR VALVE (PTV) O 1 PROPOSED YARD AREA DRAIN 12 "x12" NDS ❑ ❑ 1 EA El PROPOSED PVC DRAIN PIPE (SIZE PER PLAN) - - - - - - 18 " -53' 1� " -54; LF LF V PROPOSED BROW DITCH (SEE DETAIL SHEET 3) ~ 6 -340 490 LF LF CN z 5 �DVrjj\r r� 0) Z z PROPOSED RETAINING WALL (TYPE PER PLAN) O 815 SF PROPOSED CONTOURS Q U 41 PROPOSED LIMIT OF GRADING _ -- -y/ W �k yJ CUT /FILL LINE II F II II GRASS PAVE SURFACING D 320 SF CONC. DRIVEWAY APRON G- 14A (MODIFIED) 460 SF BMP SWALE � 100 SF AC PAVEMENT 4 AC /6" AB MIN. 7,025 SF PAVER SURFACING (80 MM IN7ERLOCKING PAVER ON 2" SAND, ON 6" AB.) UNDERGROUND SERVICE ALERT TOLL FREE. 1 (800) 422 -4133 TWO (2) WORKING DAYS BEFORE YOU DIG. 18,165 SF CONC. CURB (6" AND 0" PER PLAN) G -1 � 532 LF CONC. SIDEWALK G -7 A 332 SF CURB & GUTTER G -2- W O Z 928 LF STORM FIL TER CATCH BASIN SEE SHEET 4 FOR 1 EA PROPOSED 8" CL -200 C -900 PVC WATER MAIN W W 433 LF PROPOSED FIRE HYDRANT (COMMERCIAL) W.A.S. WF -01 /O/ 1 EA PROPOSED 8" FIRE SERVICE ASSEMBLY W.A.S WF -05 O O 1 EA PROPOSED POST INDICATOR VALVE (PTV) O 1 EA PROPOSED FIRE DEPARTMENT CONNEC77ON (FDC) ❑ 1 EA PROPOSED 18 "x18" PRECAST CATCH BASIN El 4 EA PROPOSED 36" CSP RISER WITH DEBRIS RACK O 1 EA 6 /S UNDERGROUND SERVICE ALERT TOLL FREE. 1 (800) 422 -4133 TWO (2) WORKING DAYS BEFORE YOU DIG. DATE: DATE: � APPROVED DATE REFERENCES 2 z SCALE PLANNING W O Z m DRAWN BY CHECKED BY Q Z 0 (SUIL'f5 a •710 S j z r PLANS PREPARED UNDER THE SUPERVISION _ DATE: MIEL H. SMITH R.C.E. NO. EXP. TEA BERRY ST EaWNER-AAO BM ENC /N /TAS D '0 -�RAV 614 SF/T Z o h t 2.7 I G �� DATE: 65090 SITE 00 ~ w CN z 5 �DVrjj\r r� 0) Z z m O Q U SANTA FE DR. _ BHA, INC. Q�Of SlpWq VI!✓l IVI T 0 M/-�� 5115 AVENIDA ENCINAS NO SCALE SUITE "L" �� Gr �o�y� bhxinc. CARLSBAD, CA 92008-4387 ` bnd annI� �• cVW No. 6509 I ®� IB �� , �3� I� g arc ro. arnan z Exp. 09/30/09 z 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008 -4387 (760) 931 -8700 PUBLIC WORKS,.DEPARTMENT APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT _ %� 7/ $ PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR A WRITTEN UNDERGROUND SERVICE ALERT ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO V4ATER DISTRICT PARKS do RECREATION LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST o BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SECTION 421614217 OF THE GOVERNMENT CODE SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE REVIEWED BY N Y: THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE 'A SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED IIII VALID. FOR YOUR DIG ALERT l.D NUMBER, CALL 4 FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED I BMP 5'rgrtIg 'SETA/ -f LLC PE2 AfA/ . \ a-91L AS ow V) COUNTY OF SAN DIEGO ` '"• "' / Z Department of Environmental Health Z Land and Water Quality Division W Q a° Q GLENN LEEKS Date J Environmental Health Specialist GRADING •__ QUAIL 1 . CORPORATE WORK PROJECT NO. 07 -045 TM DATE: 9 r U e UNDERGROUND SERVICE ALERT TOLL FREE. 1 (800) 422 -4133 TWO (2) WORKING DAYS BEFORE YOU DIG. DATE: DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING ILDING DESIGNED BY DRAWN BY CHECKED BY (SUIL'f5 •710 S CITY OF ENCINITAS BENCHMARK NO. 1031 2.5" BRASS DISC STAMPED 'ENC -31 IN NW COR. DRAIN INLET, + / -700' EAST OF QUAIL GARDENS DR. ON NORTH SIDE OF ENC. BLVD. ELEVATION= 182.995 NAVD 88 DATUM HORIZONAL SEE PLAN VERTICAL N REVI PLANS PREPARED UNDER THE SUPERVISION _ DATE: MIEL H. SMITH R.C.E. NO. EXP. OF 4 115 ks EaWNER-AAO BM �1 3� '0 -�RAV 614 SF/T 7%f 10f W&J&W C t 2.7 I G �� DATE: 65090 T-U6 Z 9 -30 -09 Gt/- AS -RU /LT %s i / / -!R -OA I BMP 5'rgrtIg 'SETA/ -f LLC PE2 AfA/ . \ a-91L AS ow V) COUNTY OF SAN DIEGO ` '"• "' / Z Department of Environmental Health Z Land and Water Quality Division W Q a° Q GLENN LEEKS Date J Environmental Health Specialist GRADING •__ QUAIL 1 . CORPORATE WORK PROJECT NO. 07 -045 TM DATE: 9 r U e STORMWATER POLLUTION O -O BIVIP O RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE 1L ■r CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 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. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT N ON DU MPSTERSI CALL EDC01 ATO(760)0436 -415 NDFILLS AND TO ORDER POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. WATER NOTES (SAN DIEGUITO WATER DISTRICT) 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE WATER AGENCIES STANDARD COMMITTEE. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE CURRENT WATER AGENCIES STANDARD COMMITTEE (WASC), AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE CONSTRUCTED. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES STANDARD COMMITTEE SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF PROJECT. 15. ALL EXIS77NG FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY nIITSinF CITY nR CniINTY RIGHT -nF -WAY nR nIiTQIIIF WATER NQTRICT DEVICE ARE RESPONSIBILITY OF OWNER. 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVE BOXES, ETC.) THAT ARE AFFECTED BY THIS PROJECT. 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGUITO COUNTY WASTE DIVISION. 20. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SH 9 -FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY D REPRESENTATIVE. 21. ALL WATER METERS SHALL BE PLACED OUTSIDE OF THE TRAVEL WAY. ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT. #07F- _ v M606R Jx Z&%0/6e a��uc s'1 T G116HTS AN lRRl6A77o�V 0nV79o01t 4ll!F HAS 7D 3� Fi20U/ _ 5Y,4 7 ROe PH, ,ee 7X4A1S,0_0R- f fM_ Tk fT &1416 GW6v cb2rdoxXTZ° c6vr&v. . R9w& -7e To 7Ye L.4�u10,�'C.4,o� /19�D /�4rt/ GYtJ iU /T�fS Bock El/,gl,L 8E ('aM,oc .4s PhAr OF "+D1 U6 P.4�v '7(6-6,, aV1$, � 10. 7116 T, 'V 29,460 'c7, RI REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE CITY OF ENCINITAS BENCHMARK NO. 1031 2.5" BRASS DISC STAMPED 'ENC -31 IN NW HORIZONAL SEE PLAN COR. DRAIN INLET, +/ -700' EAST OF QUAIL GARDENS DR. ON NORTH SIDE OF BuILrS ENC. BLVD. VERTICAL NIA ELEVATION= 182.995 NAVD 88 DATUM i p 5u. oe / FILTER FABRIC �/Vrl qmfl§ V, TO S. B G MIE�ATE RSE NIMUM STABILIZED CONSTRUCTION ENTRAN NOT TO SCALE STAKE FIBER ROLL EXCAVATED MATERIAL FROM FURROW SLOPE -\ 1.0" MINIMUM (TYPICAL) GRAVEL BAGS OVERLAP n.,rn n. ,nn 0 _ Z TEMPORARY FIBER ROLL 2 BAGS HIGH (TYPICAL) GRADED SL GRAVEL BAG DETAIL NO SCALE GAP BETWEEN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS GRAVEL BAG DETAIL NOT TO SCALE PLANNING & BUILDING REVIEWED BY: DATE: PLANS PREPARED SUPEF DA R. C. E. I MICHAEL H. SMITH _ • r TC -1) i Ll EXTRA STRENGTH FL TER fABRIC NEEDED WITHOUT WRE MESH SUPPORT i- Eii �i ATTACH FILTER FABRIC SECURSLY TO UPSTREAM 01 IIIQO��jp�jj0ljjiiljjlll�jOj1Ij1111j01j011IIOln °� pill 11111j11 II IIII I %�il�i�i0l�jil0�i0 jQlilp110111Q111 �,r I ji0l�iii i0�1 j0j11j111111111111 IIIIO 1111110�01101� �� 111101111j1111 I:Tm) MAXIMUM SPACING WITH 1111111 M 6' (1.8m) MAXIMUM SPACING SUPPORT WITHOUT SUPPORT WIRE f:. SIL T FENCE NO SCALE CURB DATA 0 30 15 0 30 60 90 SCALE: 1" = 30' APPROVALS L - 72Ln _ I • 0 GRADING PLAN .- QUAIL GARDEN ORP. WORK PROJECT NO. 07 -045 TM DATE: 9120107 b b ER 0) r 00 a cv 0 a m cn J Q U I\ V) Z U Z w Z W Q r r ❑ BEARING DELTA RADIUS LENGTH OCCURRENCES REMARKS 1 80 53'26" 20.00' 28.24' 1 6" TYPE G CURB 2 9451'24" 20.00' 33.11' 1 6" TYPE G CURB 3 N 2638'50" W 233.25 1 6" TYPE G -2 CURB & GUTTER 4 N 2638'50" W 225.40' 1 6" TYPE G -2 CURB & GUTTER 5 635529" 92.00' 102.64' 1 6" TYPE G -2 CURB & GUTTER 6 635529" 68.00' 75.87' 1 6" TYPE G -2 CURB & GUTTER 7 N 3776'39" E 84.48' 1 6" TYPE G -2 CURB & GUTTER 8 N 37 °16'39" E 47.89' 1 6" TYPE G CURB 9 N 5243'21 " W 10.50' 2 6" TYPE G CURB 10 180 00'00" 2.50' 7.85' 1 6" TYPE G CURB 11 N 3776'39" E 15.00' 1 6" TYPE G CURB 12 N 5243'21 " W 19.00' 1 6" TYPE G CURB 13 N 3776'39" E 20.00' 1 6" TYPE G -2 CURB & GUTTER 14 90'00'00" 5.00' 785' 1 6" TYPE G -2 CURB & GUTTER 15 N 5243'21 " W 18.00' 1 6" TYPE G -2 CURB & GUTTER 16 N 3776'39" E 42.50' 1 6" TYPE G -2 CURB & GUTTER 17 N 524321 " W 11.90' 1 6" TYPE G -2 CURB & GUTTER 18 94'04'42" 2.00' 3.30' 1 6" TYPE G CURB 19 83'21'21 " 28.00' 40.74' 1 6" TYPE G CURB 20 N 3776'39" E 4.48' 1 6" TYPE G -2 CURB & GUTTER 21 7930'36" 3.00' 4.16' 1 6" TYPE G CURB 22 N 50'00'00" E 16.55' 1 6" TYPE G CURB 23 N 40 00'00" W 20.00' 1 6" TYPE G CURB 24 7638'54" 100' 4.01' 1 6" TYPE G CURB 25 11604 27" E 28.00' 56.72' 1 6" TYPE G -2 CURB & GUTTER 26 N 50-00'00- 16.54' 1 6" TYPE G -2 CURB & GUTTER 27 N 26J854 " W 7.38' 1 6" TYPE G -2 CURB & GUTTER 28 N 263854" W 23.27' 1 6" TYPE G -2 CURB & GUTTER 29 N 263854" W 16.13' 1 6" TYPE G CURB 30 2757'30" 52.00' 25.37' 1 6" TYPE G CURB 31 61 44'09" 28.00' 30.17' 1 6" TYPE G -2 CURB & GUTTER 32 N 88'2j'03" W 313.78' 1 CL 3' WIDE CONC. RIBBON DRAIN 33 N 8823'03" W 1.75' 1 6" TYPE G CURB 34 2138'21 " 28.00' 10.57' 1 6" TYPE G CURB 35 49 46'09" 28.00' 24.32' 1 6" TYPE G -2 CURB & GUTTER 36 2925'18" 10.00' 5.14' 1 1 6" TYPE G -2 CURB & GUTTER 37 65 0827" 10.00' 11.37' 1 6" TYPE G CURB 38 0106,05" 858.50 1.52' 1 6" TYPE G CURB 39 332'38" 816.50' 50.50' 1 0" TYPE G CURB 40 N 85751" W 19.70' 1 0" TYPE G CURB 41 N 128'12" E 11.35' 1 0" TYPE G CURB 42 90 00'00" 5.00' 785' 1 0" TYPE G CURB 43 N 88 23'21 " W 12.54' 1 0" TYPE G CURB 44 56'1321 " 15.00' 14.72' 1 6" TYPE G CURB 45 N 13657" E 19.54' 1 6" TYPE G CURB 46 5639'07" 4.00' 3.96' 1 6" TYPE G CURB 47 6100'38" 28.00' 29.82' 1 6" TYPE G CURB 48 N 1 3657" E 21.60' 1 1 6" TYPE G CURB 49 18000'00" 1.62' 5.11' 1 1 1 6" TYPE G CURB 0 30 15 0 30 60 90 SCALE: 1" = 30' APPROVALS L - 72Ln _ I • 0 GRADING PLAN .- QUAIL GARDEN ORP. WORK PROJECT NO. 07 -045 TM DATE: 9120107 b b ER 0) r 00 a cv 0 a m cn J Q U I\ V) Z U Z w Z W Q r r b rj i •l FA Lo r Lo 91 2 m 1 ESMT. 30.0 - CAUTION: DUE TO THE PROXIMITY o 0 ESMT. 30.0' I I BUILDING 40' TRANSITION FROM Z p 2% CROWNED DWY o� \ OF THE WATERLINE TO THE I 15' 15' I / \ 1 BUILDING, CARE SHOULD BE / ', \ 12' 12` 4' WIDE CONC. ADA ACCESSIBLE TAKEN TO PROVIDE PROTECTION FINISH �, ROUTE -4' THICK PCC. FOR THE WATERLINE DURING GRADE 15' 15' 12' 12' I SECTION TO 2% CROSS 169.33 FF SLOPED SECTION J' I CONSTRUCTION OF THE BUILDING. 3,5 I BUILDING I 171.33 FF � \ EXISTIN3\�j 6" TYPE A AC OFF ITE SLOPE �O DR'AINAGE, &,P 'GRADING:, / „ " GROUND T. WALL �+ SD TATE, BERM BOTH SIDE --I 3.5 I Ap CONSTRUCTION ' "FROM \ WITH NOTCI TOB BY % I \ 0 S PARKING RECEIVE RAIN CHAIN. FINISH I GRADE I I I I VARIES 2% MIN, j' "" o�J PERMISSION p CA*ANR 611111WAWS Zdatj DATED b9r�W,,Z/ ANCHOR C AIN PER � LETTER ARCHITECTURAL DETAILS~ SLAB & FOOTING PER o �1 (3'- 152.9• IE 'OUT= 156.5'. STRUCTURAL DRAWINGS 2% 2% EXISTING -�- 14-- 158.00 ITS PARKING PROPOSED PRIVATE 8" Zp l �� - - - -�- > --- / f EXISTING $4" - 19) IE ( GROUND \ WATER MAIN 157 24 \ f/ STORM DRAIN PER (141 43 () - INDICATES NAND ELEVATION BASED \ S - - d 156.911 CL `' 157.41 T EX g4 15 i SLAB &FOOTING PER ARCH. / STRUCTURAL DRAWINGS `" s NO PARKING - c9 EV 15,7.35 156.$3, 4 _32 NO PARKING _ SECTION A -A RE LANE" SIG ' v� N PROD 'T FIRE \ ss ~ ✓� 4" AC / 6" AB CL II �. - INDICATES ELEVATION BASED , >: _.__157 -.WIT; t~ O IREJSANE SIGNS Z�� " -_ BOU DARY % NOT TO SCALE _ -_ Y5fi 5 TC 8 SEWER ON NAVD 29 ° 7.79 8" WATER 158• ��' "' 158. TC 1 / STORM FILTER x67.03 , CATCH BASIN BY CON TECH " SEE DETAILS SHEET 4 ` `� �E EXIST. ACCC - €A§6EMT _ 15 - -_ _ - > 01 sa2 TC STORMWATER NOTE: 1556. ysl 1k2° O \E p PROP9Sl<$ =SEWER T��R DOC. -R l 5b- PER " 12 -30' * AS F/P N0. r i% f - \ 4 EXIST. S.D. C.O. :7��Z�C464 �S FOR STORMWATER POLUTION CONTROL PURPOSES ALL 9. PER DWG 9215 -I e X `a "a'y/d/lY RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO 1 y • E ~-1 7]6-J - 005- 112235 - r J26a-_130-92 � _ -- "` 3 -/D - g 1A �'y' _ 156.57 TC CrQO GRASS OR LANDSCAPED AREAS PRIOR TO COLLECTION AND SECTION B - B A jV / �- " " 15 " 156.99 156.93 TC 1 '� DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC NOT TO SCALE "NO PARKING - rn o..__- - - - -'' $ FIRE LANE" SI REMOVE EXf T. p 7 __ 5 1y1 G - W DITCH 6� i A " = STORM DRAIN SYSTEM. T� / •48'` REMOVE EXIST. Z /56 18" RCP l � � rn PRO � !- ��'"� �_ `' s �1 1y$' / ;-'' - �C EX. IE" -- - � �`� / •�� -- 1.4_8.`40 LUG \ ,., - INDICATES BMP LANDSCAPED -_ -- �-��`~ ___ cir -tP - -- i • -'.� N `y7��i CON v. AREA. NOT TO BE MODIFIED CONNECTION WITHOUT CITY PERMIT. -d"� .•"� "`` 156.97 "N0 - � PARKING -- � j'_°� �..__ � � h --�� 156; FIRE LANE" SIGNS 156. C f r r �,L Ir, �, 8 49.0 r� I�I %JJ J�J 4, 6 T158.40 OFFSIT SLOPS GRADING; AND DRAINAGE. \ TC OM\QtW CO�NrS'TR�ICTIOAWPERTiESMISLa LETTER TED Z XIST CAT �;q MAY L,7.J \ � - �O` SZ r S \jCi e r � � • 9 - -=�- -_ '_` --�-•v __._ c�-9�� - �.r � 9 ,. �� . ,.:;51 Y�: '° to ;BASIN TO BE t �.. ------- =* - - -- `'\ REMOVED ?• 159. 8 TC \ �. I i '� '\. ._ \ o•0 1 �i i �O 6 �� 160.16 TC �. �a . � � � -� 157\ -, � �S' ��<< I ©48° ,! ' '�C,g \ ,l fi � cr ®-o� 5%- -�" ' FSJ�P -;� r'_:. � _ � -,. � , : �. l� E»XiST. RCP i � 10�• l .86 TC STORM DRAIN TO% `.✓ :•. - -.._ s f -: RP..._ afiQ E 1. _, BE REMOVED SE'� CH 5 pWG. -I / 716 d S 2.0 �r sa 6' \ , `! > ` '� 4 RA l \\ � �O N` sue_ "Y,. -.. f� \ l � f ° �` 1 p a a. . ;' 7 ': o'' °'175.08 ' , � „" s- . , . - \� .�. 4._. v ._ ° . ,,, � .. -,.,. -� : o, f>-'. iP f -�� ✓ 1 � s �` �' .`'� �• ti st /' 2:8& .ZC ' t > •6+ O � 4� h '1 7 ,p i „'" s r r _ S6048 ,57 W 12.87' � f-- SEE ADA PATH OF � � 1'7 .07 TRAVEL W LEFT r .. ........_. CN,. i ;�. :. ' � f ,lyr .. Q_., O. .::: y� n . ,, / 1. , gP � // � �'•• • �, ", i \ 1 �' q. ,j / >. ,�. . q. N: y f t 1 +A E@X -WJ� � . � .,T' � l 5 FH ; �\ 9Y� FG9 SG•O � =20 • '- ` .. ,. - , ADA ACCESS PAT • r, �.: 163.0 :.: ._ 1so �`ly • BL DG SEE DWG. N0. 71 ".. 5810 F % OR A THIN , / /�-^�� DRAIN :.,:. '. E 2 FIRE- A F o ` c. K +Cf!> � COdV R/RCOA/ - - r F � 15 '0 R S Ofi' E. R � `\ 5 G1a : 6, %:: Q m `~ 15 \, li tai TEMP. G 0 1 161.9 j \ \'' `ro �,t',l \ \'l ° C'�p l\ o S3 \ \ 6 FLEA v ° 154.5 FL 1 \' c= pi 5 = IE7AJ7T0 8 I /K - OM �a Z� yf-'• �O. M to a DR � � � t I 6 •. �IAS ,� `- I" 16 AORPAt � \� ``';. 2.1 SLOPE PAD (MAX.) � ) 158.0 6 CURB &GUTTER Q � \ l ° _:. ".. .. ...,. , 1. � � w G � \ E'.,, � ...�• _ :..: � � I �- c!' . o F � �. � '3,. � "° lR N w• o � �� °- ,a__,»% fit! w vl a> t_., o► m `�_, `� 1 - �p� y EX. P.P. �\ \' w t� T� R MOV x \\ STORAGE. t° I r UNITS - Hhi» - Z b 8 IN. ' 6 r ° 1 a � n _ , , f w _ - SECTION 1-1 o... _ a 7 s CN '. h - I G / AFIRE NOT TO SCALE I � �' � � � 1, ,a �. �. N , f! nF / 160 2 CID LANE SI �� _ �' �! � �`i"` ° � � N V � I I =1 I I? : •, N? I =1 I d cDr, A ( o 1 \ 1s .. 1 �, yos 1 so. 6 - VALVE F %o PVT \ �JJ IJu- - t p w \ c W o - i= _ III III - III -III III- `X��, o,. I \ � � \ �, \ ©y w 0 24' / BUIL111N$ WALL L,i OF , l LOPE 'RADING. DRAINAGE, &BET. M <o WA dNSTRU. � ,+ � ON BY PERMISSION FROM _ I L MEHDOWS APOPERT /ES LLC L6ifflt ! �� DETAIL - GRASS LINED BROW DITCH / GGFSS 24• o a 2 I ✓ rn \ _ \ ` 1 0 Q ti cs+ `� 161.5 NOT TO SCALE WIDE -CONC. RIBBON COTTER - a R PROPOSED r 3Q FINISH �a � Z 2� � GF \\ s p ✓ \ �1 \ \ 1 �\ 'ARKI G - GROUND ' i � FI ANE "Ii SIGN R� � � �. -�OpD 1 1� 1 �,(�r� �g,�R )d° VARIES 2' 3' 4% 1Vj 1 �; H - 165 /ICV 2 LINE Icy I,A/Q I ti• LINE OF BUILDING R ABOVE © I)? SURFACED WITH GRASSPAVE2 BY /5Q-oo rw `.• SEE DWG. 7 +6 -1 FOR ADA RAMP & - ` i` I INVISIBLE STRUCTURES INC. OVER 8" (68(o SR 8✓o- ,CE7rSune _ CLASS II AB. PH. 1- 800 - 233 -1510 (5 &Al - , MXW �a Mdx. EXIST. GROUND TE.vCE /ZEr. a/4 LL P t SD2Sb C -6 ° SIDEWALK DETAILS \ t �►j TEMP 2:1 I \ \\ SLOPE FINISH I TEMP 2:1 24' 20 l THIS AREA w I _ EXISTING ADA PATH OF TRAVEL �' ��C� GROUND GRADE SLOPE PAVED ACCESS DELIVERY P ING STALL t �i /BW Z "- 314 lycx_ rHEv mock - ROADWAY ' t 3 - - - S3 3o r� NOT TO SCALE EXIST. 48" RCP STORM 331 �E TO BE (A Art) \� , -84" RCP POSITION 25 FT. SOUTH OF SECTION LOCATION. 2% �11� 4" AC EXIST. GROUND HIGH S REMOVED 1�a; " CLASS II AB CONC. ° RGpA I Cie? . ; _ /MEERED - oet. 506CS. 2' 20 10 O 20 40 60 �1 661 �E SECTION :5Q-D FOR 50% CCCAAl,S9AIO i 1a &» R0. SECTION C -C SECTION E -E 8" CLASS II AB STORMWATER TREATMENT 3o °� roesolL SCALE: 1" = 20' NOT TO SCALE 1A4'6rA161A/E� &'/ e NOT TO SCALE /Z't5�� Awck. NOT TO SCALE go ;/, NA�DGt/WOMULCN 0 '%y A107LM: OtO - aA7Ci r- 1OAS /,QQSlA. 15 70 AeW, 44Ac1 7 70 #4414 C4AE /A/M REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNS BY DRACHBY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N ®, CITY OF ENCINITAS BENCHMARK NO. 1031 2.5" BRASS DISC STAMPED 'ENC -31 IN NW COR. DRAIN INLET, +/ -700' EAST OF HORIZONAL SEE PLAN REVIEWED BY: PLANS PREPARED NDER THE SUPERVISION DATE: Z� OF /5 O$ RECOMMENDED APPRCjD 191 BY: BY: GRADING PLAN FOR: q QUAIL GARDEN CORPORATE CENTER 716 -G 4 AS uIL-r EVISfoN �l6EOu/A( II 3o &0- nW7I MIA) QUAIL GARDENS DR. ON NORTH SIDE OF ENC. BLVD. ELEVATION= 182.995 NAVD 88 DATUM VERTICAL NIA DATE: R.C.E. NO. MICHAEL H. SMITH EXP. 5090 DATE: G Z tl �� DATE: _i' WORK PROJECT NO. 07 -045 TM/DR/CDP DATE: 9120107 31 12- -30 -09 f S. 0. W. D. AS- BLl /LT / /.l SKEET 3 OF I2 b rj i •l FA Lo r Lo 91 2 m WI PARK AREAS UNDER THE 0 5 iNIDE ! i ° N n , BUILDINGAR _ R(�TECTED FROM STORM RUN -ON, 'AN -OFF. NO STORM SIDEWAL WATER WILL ONTO OR OFF OF THE �'., ©C y Cjl)VERED PA KI1G AREAS. ROOF DOWNSPOUT L00. Un �' � v � t '�, �� t ESE O STRU TIJ AL .:. ROM ° 18wxl8m PRECAST C.B.; WITFI EXIS 84 D.� h6 P G LEVEL+ Lfi' o ,DR N 1 b� }� LANDS Al TRIP. REFER TO LANDSCAPE NOTCHED GRATE & CHAIN PER bWG. s� �, E ER TQ BLDG ° - aol.. �'+ rg �r 16 IRRIGA 0 LAMS FOR TREATMENT ANCHOR PER ARC. DETAILS ` 4 i N0. 915 7/ O PVC DRAIN 0 I OFFSI ' v L PE,:GRADING. DRAINAGE, & RET. r r OUT =165.7 TG =167.3 5 62 �E, , 1 `� � \` o N � � �j W �� .. \, t� L I WALL ��NS RUCTION BY PERMISSION FROM r - QUAIL MEADOWS PROPERTIES LLC LEgER � \,��1� � 0 "N f(I G - FIRE SIGN 2 3/4" - 162.75 EXIST. STORM DRAIN C R . & , 1+ Op \ I �y �) l i I i { 2 EASEMENT PER G TT R r , cn FR' r° U Jr�l �l/lr ll D0 / DOC. 2007- 0557202 i ' ® . Q 2 7 V11 �lJP/Jr /.JP _ I REC. 8 -21 -07 _ LJ ROOF DOWNSPOUT LOCATION J Q' �. X ° VALVE i 7p° INSTALL 18°x18" PRECAST I AIL 1 r A LINE' OF t I rn r P V O ! JJ C.B. FILL WITH 3/4 I `� �Fi �, I BUILDING CRUSHED ROCK. PROVIDE 3" =�e ABODE v PERFORATED PIPE OUTLET ' Y t ` \` l �) 16 AO : I x F.S. PARKING LOT THROUGH I .i / 1 I �Tm' DRAIN ACCESS SE ENT WALL TG =169.0 IE= 164.4 i b , .. \ \ r �� -2 a h -PER 2007 05572 1� . �� RET.�WALC „ REC.-_"8-21-07 V , 6 ' WIDE FIRE & PEDESTRIAN ACCESS t 1 c i w j f� r 5 ' � k TRAIL. 6" DG OVER COMPACTED NATIV F R x m API\I 2 \ m J 3 � B 5.5' DE 166.TC m CONS. 4! r SIDE LK�'� h 17La -W be t I - 196:2 FS/BWt°rX 0i6.0o 645_- - � 1 i 1 3�� .1660 i 'x - r �. �EX. 30" qCP i �° i" t r SS RAM TR 1 80 MM71 20 10 0 20 40 60 / fr- - �EXIS T F" S VER 2" SAN I v l I >dl / Jµ LI CFA�BASII OVA �E SCALE: 1" = 20' {j +L EX. 18" PI S°'- � i ;� EXIST. TYPE " co -1,�rn X \ I W CATCH BASIN' W xm /I II 1 x IAI I { X. 54" FIRE DEPT. TURN AROUND AREA l OUT WITH PLUG ,FFLE L CHBASIN - SE NOT TO SCALE rn i 11 - rL-ruv v irzvv r I NOT TO SCALE 4 TE 152.5 G" PVC INLET PIPE IE OUT O 1 52.7 12" PVC OUTLET PIPE IE G" 1- CARTRIDGE CATCHBASIN -SECTION VIEW C NOT TO SCALE 4 PVC WEIR 1 5/ 1 G" PVC BAFFLE - CLEAN OUT_9 d 1 PLUG TRAFFIC TRAFFIC RATED 2" RATED GRATE M.H. E CATCHBASIN - SECTION VIEW A A NOT TO SCALE 4 <. 1- CARTRIDGE CATCHBASIN -TOP VIEW 1 3 I - CARTRIDGE DEEP CATCHBASIN STORM FI LTER DATA 5TRUCTUREID I WATER QUALITY FLOW RATE (cf5) 0.03 CFS PEAK FLOW RATE (< 1.8 cfs) 1.5 CF5 RETURN PERIOD OF PEAK FLOW (r5) 100 CARTRIDGE FLOW RATE (1 5 OR 7.5 m) 15 GPM MEDIA TYPE (C5F, PERLITE, ZPG) Z, P, G RIM ELEVATION 155.8 +a WS 00a- LJiE r- PIPE DATA: I E. DIAMETER INLET STUB 1 153.0 G" OUTLET STUB 1 152. 12" 3 W W 4 WO CONFIGURATION OUTLET OUTLET INLET'=' '='INLET W 39.60' SLOPED LID NO SOLID COVER NO NOTES /SPECIAL REQUIREMENTS: - : - - 4 CONTECH CATCH BASIN STORM FILTER DETAILS R -O -W : IL DEDICATION I I I I BUILDING 30.0' ENCINITAS BLVD. � _ L ` I - - - FF = 173.33 SD ESMT. / 6 WIDE / FS = PED�WALK 161.5 / EXISTING 84" PROPOSED CANTILEVER RCP STORM DRAIN WALL PER BUILDING PLANS X15& IRGP 8A' SECTION F -F l► 1 0 ° I EXISTING 0 o y J °o °o % PL GROUND m Y O U r7y 0 Z p o N o ° VARIES I ° - 00 w ' �J N� °y 3' 401' -500' 5' mz N 1 IN TA IL d ODJ J CD �� ter- J I1 m O ink OZ Na LJim Nom' �F- J� m J m OH O +kA OF=- rim +a WS 00a- LJiE r- 3 H Q U) 4= 11'15'00" y 39.27' + w = + N L j Df � � XISTI�JG 2 1 W W 3 W W 4 WO a o W 39.60' cc ` ORO _ N 6321'06" E 170 39.60' - : - - 00 W - - -_ i 4:0) WA FE 8" FIRE SERVICE ASSY. W.A:S. WF -05 _ x 1 ~ 1 w RI I - t ! I + 1 - -- - �� o I- REFERENCES F.H. PER W.A.S. WF -01 L _ i DesICMSBY DRAWN PER DWG. 716 -1 w �I LU �` -'t k > APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO, to (o L' + m 6 -�� 8" PVC CL - 200 PUBLIC � r, Ln U-1 - -� -- - _} - - �1N ! ❑ ER 8'i WATER - W.L. PER DWG. 716 -I PLANS PREPARED NDER THE MICHAEL H. SMITH t� OF NO. 65090 XP. 9 -30 -09 160 GRADING PLAN FOR: QUAIL GA EN CORPORATE Q GARDEN WORK PROJECT NO. 07 -045 TM /DR/CDP w w �w 3 , r ©x° - - �- f i m ai w I w al¢ M j - }- 1a� -�j I -� - ! - -- 0 N W d -- - ; i { -f -- 0 I o N d - J-4__ i T.�wl w'VDr NOTE: W.A.S. STANDARD MUST cry! oy I- MEET OR EXCEED NFPA -24. - bo ° o ; x r -Eva '� 3 - L) 3 PRIVATE ONSITE WATERLINE: i 1 m 150 + HORIZONTAL CONTROL & STATIONING DIAGRAM *o N 1"=50' 0 + a w Ir o i- �- - WATERLINE DATA ri z Q BEARING DELTA RADIUS LENGTH REMARKS ! I I -� - (D E E D G. - ❑R P BL 3i m ao ER 1 N 713854" W - 17.81' 8" CL -200 C -900 PVC N 21 PROPOSED CD PROPOSED CONC. LANDSCAPEI BROW DITCH I PAVERS OVER 6" STRIP SEE DETAIL � CL R AB 2%, SHEET 3 I® '...' � "'; '•..•_.; �; :, ;,:.. 't'* a 90 PROPOSED RIBBON GUTTER C4 SECTION H -H v SCALE: 1" = 4' 12' WIDE ALL WEATHER STORM PL m DRAIN ACCESS RAMP ALSO 1' WIDE x 4" DEEP CONC. PEDESTRIAN ACCESS TO TRAIL. SCALE ® BACK OF WALK / Q 80 MM INTERLOCKING PAVER, 12.0' 2.5' / U ANGELES OR RCP OVER 2" 1 EXISTING SAND OVER 6" CL. II 1 GROUND 170_ � cn PROPOSED TYPE C -2g� U CONC. PAVERS RETAINING WALL m `r ?� Z OVER 6" CL R AB 77.77777 < 0 2 N 1 IN TA IL VD ' RW 81 FIRE C -900 PVC +n 1 +00 2 +00 3 +00 PROFILE: 8" PRIVATE SCALE: H - 1" = 40'1` V -1 " =8' WAITER 4 +00 LINE 5 +00 0" (FLUSH) SECTION C -C CONC. CURB SCALE: 1" = 4' I -� Z a � to r 3 4= 11'15'00" y 39.27' 8" CL -200 C -900 PVC 4 XISTI�JG GR U D 5 N 1821'06" E I bi z w- 39.60' 8" CL -200 C -900 PVC ORO _ N 6321'06" E - 39.60' - : - - 7 - - -_ i _ R WA FE REVISIONS 1 w RI I - t ! I + 1 - -- - �� o I- REFERENCES DATE L _ i DesICMSBY DRAWN 48' COVER Y C CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO, to o m -- -�� - -� -- - _} - - �1N ! ❑ ER 8'i WATER - -f- PLANS PREPARED NDER THE MICHAEL H. SMITH t� OF NO. 65090 XP. 9 -30 -09 RECOMMENDED APPRO BY: BY.• - DATE: /2� O SY DATE: y GRADING PLAN FOR: QUAIL GA EN CORPORATE Q GARDEN WORK PROJECT NO. 07 -045 TM /DR/CDP CENTER DATE: 9120107 3 , r ©x° - - �- f i m ai w I w al¢ - , -a- '' j - }- 1a� -�j I -� - ! - -- -si N W d -- - ; i { -f -- aD_ I o N d - J-4__ i T.�wl w'VDr cry! I- -r- 1__L_ - bo ��t� ; x r -Eva '� 3 - L) 3 3) i + *o cq _i - Ir o i- �- - ri +o ---�- + a,�I --i-- -- - -'-'- -�-, -- ! I I -� - (D E E D G. - ❑R P BL N 716-1 C WA m ao ER Lo aj °` 0 3 ° . _ C- 0 P C -r 3 - _ _ ivl P I\/laT v yJ v, R IN P R DWG- , - -I- - - . I T' 8 C S O M F- _ _ ._. _ r_. __. ._ ! IE EXIST. __4'_IRC M DD RAN, i -t4,'4- IE°" 1 ' -i-- ; I.S. 9 � - fi - -T STORM � 11 -- N -1 - -- - _ E_ �O+ F .R . FRA -- W - - -- 21 PROPOSED CD PROPOSED CONC. LANDSCAPEI BROW DITCH I PAVERS OVER 6" STRIP SEE DETAIL � CL R AB 2%, SHEET 3 I® '...' � "'; '•..•_.; �; :, ;,:.. 't'* a 90 PROPOSED RIBBON GUTTER C4 SECTION H -H v SCALE: 1" = 4' 12' WIDE ALL WEATHER STORM PL m DRAIN ACCESS RAMP ALSO 1' WIDE x 4" DEEP CONC. PEDESTRIAN ACCESS TO TRAIL. SCALE ® BACK OF WALK / Q 80 MM INTERLOCKING PAVER, 12.0' 2.5' / U ANGELES OR RCP OVER 2" 1 EXISTING SAND OVER 6" CL. II 1 GROUND 170_ � cn PROPOSED TYPE C -2g� U CONC. PAVERS RETAINING WALL m `r ?� Z OVER 6" CL R AB 77.77777 < 0 2 N 263854" W - 196.91'8" CL -200 C -900 PVC +n 1 +00 2 +00 3 +00 PROFILE: 8" PRIVATE SCALE: H - 1" = 40'1` V -1 " =8' WAITER 4 +00 LINE 5 +00 0" (FLUSH) SECTION C -C CONC. CURB SCALE: 1" = 4' 1Gr 9 3e olv%%, Z a � to r 3 4= 11'15'00" 200.00' 39.27' 8" CL -200 C -900 PVC 4 N 40854" W - 17.8T 8" cL -zoo c -soo Pvc 5 N 1821'06" E - 39.60' 8" CL -200 C -900 PVC 6 N 6321'06" E - 39.60' 8" CL -200 C -900 PVC 7 N 263854" W - 53.43' 8" CL -200 C -900 PVC REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DesICMSBY DRAWN CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO, to CITY OF ENCINITAS BENCHMARK NO. 1031 2.5" BRASS DISC STAMPED 'ENC -31 IN NW COR. DRAIN INLET, +/ -700' EAST OF QUAIL GARDENS DR. ON NORTH SIDE OF ENC. BLVD. ELEVATION= 182.995 NAVD 88 DATUM HORIZONAL SEE PLAN VERTICAL N� REVIEWED BY: PLANS PREPARED NDER THE MICHAEL H. SMITH SUPERVISION DATE. R.C.E. OF NO. 65090 XP. 9 -30 -09 RECOMMENDED APPRO BY: BY.• - DATE: /2� O SY DATE: y GRADING PLAN FOR: QUAIL GA EN CORPORATE Q GARDEN WORK PROJECT NO. 07 -045 TM /DR/CDP CENTER DATE: 9120107 716-G Z - m DATE: �IL7 E S. 0. A/ 0. A5 -904 SHEET 4 OF I REVISIONS SILT l i I l I I it �! 1 r I SILT FENCE BAGS 1 ° N , t LEGEND S 0 CONSTRUCTION BMPS [CASQAJ* GRAVEL BAGS BERM (SE -6) INLET PROTECTION (SE -10 WITH GRAVEL BAGS TYPE 3) SIL T FENCES (SE -1) -0 --a- -a HYDROSEEDING (EC -4) STABILIZED CONSTRUCTION (TC -1) ENTRANCE FIBER ROLLS (SE -5) APPROVED I DATE REFERENCES DATE BENCHMARK SCALE CITY OF ENCINITAS BENCHMARK NO. 1031 2.5" BRASS DISC STAMPED 'ENC -31 IN NW HORIZONAL SEE PLAN COR. DRAIN INLET, +/ -700' EAST OF QUAIL GARDENS DR. ON NORTH SIDE OF ENC. BLVD. VERTICAL NIA ELEVATION= 182.995 NAVD 88 DATUM N PLANNING & BUILDING REVIEWED BY.- DATE: `\ r i DESIGNED BY DRAWN BY MS CH PLANS PREPARED NDER THE MICHAEL H. SMITH STABILIZED CONSTRUCTION ENTERANCE a Ill APPROVALS SUPERVISION OF RECOMMENDED APPR D DATE. /� BY�.® BY R.C.E. NO. 65090 DATE:. fr/2/ OS, DATE: 00 E P. 9 -30 -09 /T CITY OF ENCINITAS ENGINEERING DEPARTMENT EROSION CONTROL PLAN FOR: QUAIL GARDEN CORPORATE CENTER WORK PROJECT NO. 07 -045 TM /DR/CDP DATE. 9120107 G G NJ 6� 400 • M Z U Z W ILf) r DRAWING N0. I "' 716 ®G Iz Q d a1 ,P POINT OF CONNECTION 1 LOCATION; REFER TO NOTE 'A' AT RIGHT 0 15 30 60 90 scale feet 1 " =30' MID 1\ \\ SAN D Se 4tsueo to 9� \\ f � N ti i g n a u r e • of MLA Design Studio Landscape Archltects 5741 Malvern Court San E)lego, CA 92120 619.287.3854/619.286.5389 FAX I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PREFFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE SAN DIEGO AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAME AND ADDRESS: MLA DESIGN STUDIO 5741 MALVERN CT SAN DIEGO, CA 92120 PHONE NU BER: 619.267.3854 BY: DATE: 4124/08 NA REGISTRATION NO: 3422 EXPIRATION DATE: 6/29/09 NOTE A: POINT OF CONNECTION 1 SHALL BE AN 11/2" RECYCLED WATER METER WITH AN 11/2- 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 130 PSI DESIGN WATER PRESSURE 59 PSI MAXIMUM SYSTEM DEMAND 41 GPM RESIDUAL WATER PRESSURE 71 PSI NOTE B: CONTROLLER 'A' SHALL BE A RAINMASTER EAGLE RMEI8EGI- PMRKIT, 18 STATION CONTROLLER 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 COMMENCING WORK. NOTE C: CONTROLLER 'B' SHALL BE A HUNTER PRO-C PC-300,3 STATION WALL MOUNTED CONTROLLER INSTALLED IN THE GROUND LEVEL STORAGE ROOM. CONDUIT FOR ELECTRICAL POWER AND VALVE WIRES TO BE PROVIDED BY THE ELECTRICAL ENGINEER AND INSTALLED BY THE ELECTRICIAN. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFFADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND BAMBOO AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: NO DRINKING FOUNTAINS OR DESIGNATED OUTDOOR EATING AREAS ARE ON THIS SITE. NOTE: THERE SHALL BE NO DIRECT CONNECTIONS FROM PLANTERS USING RECYCLED WATER TO STORM DRAINS. ALL RECYCLED WATER MUST REMAIN ON SITE. • . COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division GLENN LEEKS Environmental Health Specialist Date Sweeney + associates IRRIGATION DESIGN AND CONSULTING,I California 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 951.461.6830 p 951.461.6850 f ema il®sweeneya ssoc. com www.sweeneyossoc.com L -1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK - SCALE PLANNING & BUILDING ULMUMW OT URAWUT QiF`Wa' I APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 2' PLAN CHECK CORRECTIONS 4 24 08 CITY OF ENCINITAS BENCHMARK NO. 1031 2.5" BRASS DISC STAMPED 'ENC -31 IN NW COR. DRAIN INLET, +/ -700 EAST OF QUAIL GARDENS DR. ON NORTH SIDE OF ENC. BLVD. ELEVATION= 182.995 NAVD 88 DATUM HORIZONAL SEE PLAN VERTICAL Ij— REVIEWED BY PLANS PREPARED UNDER THE SUPERVISION OF DA 7E. s R.C.E. NO. 3422 BARNEY F. M TSUMOTO EXP. 6 -29 -09 RECOMMENDED, APPR BY: BY - DATE 612,,1128! DATE: G Z PRIVATE ONSITE — IRRIGATION PLAN — GROUND LEVEL FOR: QUAIL GARDEN CORPORATE CENTER WORK PROJECT NO. DATE: 119108 716—C I DATE. SHEET 6 of 12, REVISIONS CHECK COF 1/1611 = 11 -011 APPROVED I DATE I REFERENCES I DATE I BENCHMARK CITY OF ENCINITAS BENCHMARK NO. 1031 2.5" BRASS DISC STAMPED 'ENC -31 IN NW COR. DRAIN INLET, +/ -700' EAST OF QUAIL GARDENS DR. ON NORTH SIDE OF ENC. BLVD. ELEVATION= 182.995 NAVD 88 DATUM • HORIZONAL SEE PLAN I REVIEWED BY. VERTICAL N/A . DATE: PLANS PREPARED UNDER BARNEY F. MATSUMOTO THE SUPERVISION OF DATE: R.C.E. NO. 342 EXP. 6 -29 -09 i r III I t .I . ey i NOTE A: POINT OF CONNECTION 2 SHALL BE CONNECTION DOWNSTREAM OF 1" R/P BACKFLOW DEVICE FROM BUIDLINGS DOMESTIC WATER SUPPLY INSTALLED BY PLUMBER. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IFANYOFTHE 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. MINIMUM PRESSURE REQUIRED DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND 75 PSI 64 PSI 15 GPM STATIC WATER PRESSURE WAS NOT AVAILABLE AT TIME OF SYSTEM DESIGN. SYSTEM WAS DESIGNED FOR A MINIMUM REQUIRED STATIC WATER PRESSURE OF 75 PSI. CONTRACTOR SHALL VERIFY EXISTING STATIC WATER PRESSURE PRIOR TO COMMENCING WORK. IF STATIC WATER PRESSURE IS LESS THAN THE 75 PSI MIN. REQUIRED PRESSURE THEN CONTRACTOR SHALL NOTIFY THE IRRIGATION CONSULTANT IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED. A STATIC WATER PRESSURE LOWER THAN 75 PSI WILL REQUIRE THE ADDITION OF AN IRRIGATION BOOSTER PUMP, SAID BOOSTER PUMP SHALL BE AS SPECIFIED BY IRRIGATION CONSULTANT, AND SHALL BE ISSUED AS AN ADDENDUM TO THE ORIGINAL BID. FAILURE TO NOTIFY IRRIGATION COSULTANT SHALL PLACE ALL REQUIRED REPAIRS /EQUIPMENT AND OTHER RELATED COST AS THE FULL RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. NOTE: NO DRINKING FOUNTAINS OR DESIGNATED OUTDOOR EATING AREAS ARE ON THIS SITE. COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division GLENN LEEKS Environmental Health Specialist APPROVALS Date Sweeney + associates IRRIGATION DESIGN AND CONSULTING California 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 951.461.6830 p 951.461.6850 f email Osween eyo ssoc. com www.sweeneyossoc.com Murrieta, California �NND; � r � •e N exp. daW OF CNt MLA Design Studio Landscape Architects 5741 Malvern Court San Diego, CA 92120 619.287.3854/619286.5389 FAX CITY OF ENCINITAS ENGINEERING DEPARTMENT APPR PRIVATE ONSITE — IRRIGATION PLAN — UPPER LEVEL FOR: BY, QUAIL GARDEN CORPORATE DATE: WORK PROJECT NO. CENTER DATE: 1 L. -2 M ` \ \i 716 -G SHEET 7 of 12 b d 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. Controller: A PLANT TYPE / SPRINKLER TYPE Days Per Week: 6 Shrub and Ground Covers: Spray Heads Bubbler Heads Rotor Heads Drip Turf Grass: Spray Heads Trees: RECYCLED WATER STANDARD PLAN NOTES IRRIGATION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SAN DIEGUITO WATER DISTRICTS RULES AND REGULATIONS IE RUN TIME 5.04 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE 2. DRINKING FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY 5.04 WATER SPRAY, MIST OR RUNOFF. THE CONTRACTOR. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT OF POSSIBLE PONDING, 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING 0.40 RUN -OFF, OVER -SPRAY AND MISTING. WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY 0.03 5.04 DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 0.21 5. CROSS- CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE SAN DIEGO WATER DISTRICT. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE INST-06CV -R POP -UP TURF HEAD W/ 15Q715T/15H/15F NOZZLES .97, 130, 1.86, 375 30 �� BEGINNING WORK. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CITY OF SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. INST- 06CV -R -LCS- 515 /RCS515 /SS530 POP -UP TURF HEAD 65_65,1,30 1.30 30 4X15 FT A,B 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:OOPM TO 6:OOAM. THE HOURS FOR IRRIGATION WITH DISINFECTED WITHIN PLANTING AREAS. O 0 e TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH HUNTER INST- I2 -CV -R POP -UP SHRUB HEAD W/7Q//TAH/7F NOZZLES .24..32, .47 „97 30 DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD • IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS 10 FT A HOURS OF 9:OOPM TO 6:OOAM. SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR HUNTER INST- 12CV -R POP-UP SHRUB HEADW! 12Q/12T/12H/12F NOZZLES .67_89.1.30,210 30 SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. HUNTER 10. NON- DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY A SPRAY OR BY DIRECT APPLICATION THOUGH IRRIGATION OR OTHER USES. LACK OF PROTECTION, WHETHER BY DESIGN, WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 4X15 FT A CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. ]IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS, 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AND NON - DESIGNATED USE AREAS. AUTHORIZED REPRESENTATIVE. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNATED FOR THE USE ON RECYCLED WATER 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON DISTRIBUTION SYSTEMS PER SAN DIEGUITO WATER DISTRICTS RULES AND REGULATIONS. EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR -CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE SAN DIEGO 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH'S RULES AND REGULATIONS. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL RZVVS- 36 -50-CV ROOT ZONE WATERING SYSTEM, EACH SYMBOL REPRESENTS .50 (1.00) 30 N/A C SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THIS WARNING, "NOWPOTABLE OR RECYCLED WATER," COLOR -CODED PAST THE EDGE OF THE PAVING. (PURPLE) PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 15. ON NEW ON -SITE SYSTEMS (POST- METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES 11 ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND /OR REGULATORY ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL NOR' OPTION NEEDED FOR BUBBLERS ON UPPER LEVEL DECK AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES NOT PIPE CENTER LINES. QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND 12 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT 25 FT A MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST HUNTER PGH- ARV/3RV W/ NOZZLES 03/05/08 HIGH POP SHRUB ROTOR HEAD 1 00, 1.80, 3.70 40 ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE THEN THE RECYCLED HUNTER PGH- ARV13RV W/ NOZZLES 04 106/09 HIGH POP SHRUB ROTOR HEAD 1.40, 2.40, 4.30 40 WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE AS PER THE SAN DIEGUITO WATER DISTRICT'S RULES AND 0 It • REGULATIONS. • 18. DEVELOPER / CONTRACTOR SHALL CONDUCT A CROSS - CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY SAN ®� WATER PRESSURE CALCULATIONS DIEGUITO WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF HIGHEST HEAD IN ZONE WATER SIZE " 1 112" RECYCLED WATER METER WITH AN 1 1/2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE INFIELD NIA RECYCLED WATER. ® HYDRAULIC GRAD LINE FT mclins ME T R E ELEVATION (FT) ® HAYWARD MODEL #72,1 1/2" BASKET STRAINER W/ THREADED CONNECTIONS AND 80 MESH FILTER ELEMENT E 19. THE REQUIRED CROSS CONNECTION INSPECTION SHALL BE DONE BY SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL 500 HLR, 1 112" SERIES PRESSURE REGULATOR, SET PER PRESSURE CALCULATIONS PRan 4:2.A101 R leff.1 WEA11 - 11131IR111i I$11: • " G m RAIN MASTER FS-150,1112" FLOW SENSOR, INSTALL PER MANUFACTURERS RECOMMENDATIONS AND WIRE TO CONTROLLER WITH EVCABSEN CABLE H HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON - INSPECTING PARTY. LASCO I R,C V DEMAND (GP ) I TOTAL DEMAND (GPM) 28 HQ33D- LRC -AW -R, 3/4" QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX I HIGHEST HEAD SERVED Z) =ICPRESSURE HIGHEST HEAD 1 20, THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT IN THE PLANS. SIZE DESCRIPTION FLOW #1 PSI LOSS 120 MESH WYE FILTER AND SENNINGER PRESSURE REGULATOR PMR40MF FOR DEMANDS LESS THAN 18 GPM, AG PRODUCTS 11/2" SERVICE LINE M FT OF TYPE K COPPM 11 17 PSI GPM. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON -SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS 1 1 " TE T R DISC TYPE --A-' L6 PSI RMEXXEGi- PMRKIT EAGLE CONTROLLER WITH INTERNET COMMUNICATIONS CARD (I CENTRAL)AND PERMANENT MOUNTED I UT' BASKET STRAINER 28 0.6 PSI INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF HUNTER 1 1/2" PRESSURE REGULATOR ILKINS 500HLR NO SYMBOL V.I.T. 5.0 PS B BACKFLOW /CROSS - CONNECTION PROTECTION, THE RECYCLED PURVEYORS RULES AND REGULATIONS AND THE SPECIFIC MINI-WK RAIN SENSOR, MOUNT TO REAR OF ENCLOSURE ANDVMRE TO CONTROLLER " MASTER CONTROL VALVE 28 fi28 N/A 1.5 P31 • REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE RGP- 2 -12 -E DL2000 DRIP TUBING W /.5 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS MAXIMUM OF 16" APART 11/2" W SENSOR 1.0 PSI PROVIDED TO THE SAN DIEGUITO WATER DISTRICT AND / OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK 2112" ISOLATION VALVES 4BALL TYPQ __211_ 1.0 PSI • HEALTH. SPIN- LOC'FITTINGS WITH PVCTEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING 2112" 250 FEET OF MAINLINE- CL_ 315 PVC 28 a 07 ]PSI ® TORO PROVIDE FCH -H AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE S,T INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' IN CASE OF EMERGENCY CONTACT AT 1 n REMOTE CONTROL Y&VE 2.8 1W. 1.5 P& MANUFACTURER'S SPECIFICATIONS. TORO YD500 -34 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT -050 CONBINATION TEE ANDA 3/4 "X12" REDUCER BUSHING, INSTALL S,U OR AFTER HOURS CONTACT NAME AT PHONE NUMBER AIR RELIEF ASSEMBLY INSIDE 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 ELEVATEDAREA. MULTIPLE ARV'S SHALL -.ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) -b&- 14 0-0 RSI NAME PHONE NUMBER TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #13) 14 181 S I PVC PIPE 314" CL. 200 AS LATERAL LINES FOR UPPER LEVEL DECK POT IRRIGATION PRESSURE REQUIRED AT HEAD 15 40.0 PSI PURPLE RECYCLED WATER PVC PIPE 212" CL 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATERCOURSES WITHIN TOTAL PRESSURE REQUIRED (SUM OF #14 AND #15) 16 '8_8 1 "TYPE W COPPER AS MAINLINE WITHIN BUILDING FOR UPPER LEVEL DECK IRRIGATION NIA THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS _ STATIC WATER PRESSURE (FROM ABOVE) 17 130.0 PLACE BELOW ALL PAVING, HARDSCAPE, ETC, ANDAS DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE. C- 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED OUTDOOR EATING AREAS ON -TYPEW COPPER PIPING ROUTED BETWEEN PLANTERS, DESIGNED BY PLUMBING ENGINEER AND SUPPLIED BY AND INSTALLED BY PLUMBER RESIDUAL PRESSURE (SUBTRACT #16 FROM #17) 18 71.2 ASAPPROVED SYMBOL REPRESENTS TYPE 'K' COPPER FEMALE ADAPTER WITH PLANTERS, DESIGNED BY PLUMBING ENGINEERAND SUPPLIEDBYAND SET PRY OR MGV AT (#18 PLUS 10 PSI) 19 81.2 INSTALLED BY PLUMBER, VERIFY ACTUAL LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE REFER TO PLUMBING PLANS THIS SITE. PRESSURE BOOST- IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL) __= NIA 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. Controller: A PLANT TYPE / SPRINKLER TYPE Days Per Week: 6 Shrub and Ground Covers: Spray Heads Bubbler Heads Rotor Heads Drip Turf Grass: Spray Heads Trees: 5.04 0.80 1.74 0A6 0.14 QUANTITY IRRIGATION CONTROLLER RUN TIMES Eto AKc PR RATE IE RUN TIME 5.04 3 0.63 3 (HOURS) 5.04 0.40 1.74 0.65 0.07 5.04 0.40 3.00 0.90 0.03 5.04 0.40 0.50 0.75 0.21 5.04 0.40 0.64 0.90 0.14 5.04 0.80 1.74 0A6 0.14 QUANTITY RUN TIME WATER PRESSURE (HOURS) 2 0.14 3 0.09 3 0.63 3 0.41 2 0.28 Bubbler Heads 5.04 0.80 3.00 0.90 0.06 4 0.23 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 17 TOTAL RUN TIME IN HOURS: 1.77 Controller: B IRRIGATION CONTROLLER RUN TIMES PLANT TYPE / SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME Days Per Week: 6 5.04 (HOURS) (HOURS) Shrub and Ground Covers: Bubbler Heads 5.04 0.40 3.00 0.90 0.03 1 0.03 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 1 TOTAL RUN TIME IN HOURS: 0.03 COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division GLENN LEEKS Environmental Health Specialist Date sweeney + associates IRRIGATION DESIGN AND CONSULTING California 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 951.461.6830 p 951.461.6850 f email0sween eyossoc. com www.sweeneyossoc.com WATER PRESSURE CALCULATIONS SYMBOL L: : tl : A ,,: : 2 IWATER METER Q T H F MANUFACT. MODEL NO. /DESCRIPTION GPM PSI RADIUS DETAIL O O e ♦ HUNTER INST- O6 -CV -R POP -UP TURF HEAD W /8Q /8T/8H/BF NOZZLES 24.32_47_97 .97 30 8 FT A,B •�x : l HUNTER INST- O6-CV -R POP -UP TURF HEAD W/ 10Q/10T110H /10F NOZZLES .42, .57, 88, 1.59 30 tle II rr �: � : • : • �� , • 1 •,v : • �i�- -.x,11. 1 .•IL : • INST-06CV -R POP -UP TURF HEAD W/ 15Q715T/15H/15F NOZZLES .97, 130, 1.86, 375 30 �� B 0 HUNTER INST- 06CV -R -LCS- 515 /RCS515 /SS530 POP -UP TURF HEAD 65_65,1,30 1.30 30 4X15 FT A,B 4X30 FT O 0 e O HUNTER INST- I2 -CV -R POP -UP SHRUB HEAD W/7Q//TAH/7F NOZZLES .24..32, .47 „97 30 8 FT A O 0 0 • HUNTER INST- 12CV -R POP-UP SHRUB HEAD W/ 1001101-MOH /10F NOZZLES .42, 57_88,1.59 1.59 30 10 FT A O 0 e ♦ HUNTER INST- 12CV -R POP-UP SHRUB HEADW! 12Q/12T/12H/12F NOZZLES .67_89.1.30,210 30 12 FT A O 6 O + HUNTER INST- 12CV -R POP -UP SHRUB HEAD W115Q/15T715H/15F NOZZLES .97, 1.30, 1.86, 3.75 30 15 FT A q A HUNTER INST- I2 -CV-R- LCS- 515/RCS- 515/85 -530 POP-UP SHRUB HEAD .65, .65, 1.30 30 4X15 FT A 4X30 FT ♦ HUNTER INST.06CV POP -UP BUBBLER HEAD W /MSSNbOH NOZZLE,EACH SYMBOL .50 (1.00) 30 NIA A REPRESENTS TWO BUBBLERS PER BAMBOO, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF BAMBOO TYPICAL. V HUNTER RZVVS- 36 -50-CV ROOT ZONE WATERING SYSTEM, EACH SYMBOL REPRESENTS .50 (1.00) 30 N/A C TWO PER TREE, PLACE AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. HUNTER PCB -50-R BUBBLER NOZZLE ON RISER, EACH SYMBOL REPRESENTS ONE BUBBLER PER POT .50 30 NIA D NOR' OPTION NEEDED FOR BUBBLERS ON UPPER LEVEL DECK e Q HUNTER PGH- ARV/3RV W/ NOZZLES 01A4106 HIGH POP SHRUB ROTOR HEAD .60, 1,40, 240 40 25 FT A ® Q HUNTER PGH- ARV/3RV W/ NOZZLES 03/05/08 HIGH POP SHRUB ROTOR HEAD 1 00, 1.80, 3.70 40 30 FT A Q Q (j) HUNTER PGH- ARV13RV W/ NOZZLES 04 106/09 HIGH POP SHRUB ROTOR HEAD 1.40, 2.40, 4.30 40 35 FT A 0 It • • r&711j • 40 FT A NO SYMBOL ®� HC- 75F -75M SERIES CHECK VALVES INSTALLED BELOW ALL ROTORS W/ELEVATION CHANGE GREATER THAN IO FEET FROM NIA HIGHEST HEAD IN ZONE ® P.O.C. 1 112" RECYCLED WATER METER WITH AN 1 1/2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE INFIELD NIA ® P.O.C. mclins ME IN FIELD N/A ® HAYWARD MODEL #72,1 1/2" BASKET STRAINER W/ THREADED CONNECTIONS AND 80 MESH FILTER ELEMENT E ® WILKINS 500 HLR, 1 112" SERIES PRESSURE REGULATOR, SET PER PRESSURE CALCULATIONS F 4:2.A101 R leff.1 WEA11 - 11131IR111i I$11: • IBV- 151G -FS- 8,11/2" SERIES BRASS MASTER CONTROL VALVE G m RAIN MASTER FS-150,1112" FLOW SENSOR, INSTALL PER MANUFACTURERS RECOMMENDATIONS AND WIRE TO CONTROLLER WITH EVCABSEN CABLE COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division GLENN LEEKS Environmental Health Specialist Date sweeney + associates IRRIGATION DESIGN AND CONSULTING California 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 951.461.6830 p 951.461.6850 f email0sween eyossoc. com www.sweeneyossoc.com I ONTROLLER/VALVE NUMBER Al 20 -- G.P.M. <� \_Nh DSC4pF ,• 1950 - LINEAR FOOTAGE OF DRIP TUBING �p,tsuit 0 t ! '9 I�ALVE SIZE • s I® n a t r e Mtii Design Studio 6-19 - exp.da Q Landscape Architects fTgjF te OF CA�ZFO San Diego, CA 92i2o 619.287 - 3854/619.286.5389 FAX L -3 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY I DRAWN BY I CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. '2' PLAN CHECK CORRECTIONS A& 4/24/08 CITY OF ENCINITAS BENCHMARK NO. 1031 PLANS PREPARED UNDER THE SUPERVISIONIOF RECOMMENDED APPR V •D PRIVATE ONSITE - IRRIGATION LEGEND /NOTES AND CALCULATIONS FOR: ^' L S CO BRASS DISC STAMPED ENC -31 IN NW HORIZONAL SEE PLAN REVIEWED BY. �/I° BY. ^ QUAIL A � L. GARDEN CORPORATE CENTER N TE R COR. DRAIN INLET, +/-700' EAST OF DATE: L 1�4-- BY: - 716 -G QUAIL GARDENS DR. ON NORTH SIDE OF ENC. BLVD. VERTICAL N BARNEY F. ATSUMOTO R.C.E. NO. 3422 DATE: �/L / Q g DATE: GiIZ ELEVATION= 182.995 NAVD 88 DATUM DATE: EXP. 6 -29 -09 WORK PROJECT NO, DATE: 119108 SHEET 8 of 12 b t ON IRRIGATION MATERIAL LEGEND SYMBOL Q T H F MANUFACT. MODEL NO. /DESCRIPTION GPM PSI RADIUS DETAIL O O e ♦ HUNTER INST- O6 -CV -R POP -UP TURF HEAD W /8Q /8T/8H/BF NOZZLES 24.32_47_97 .97 30 8 FT A,B jll� P> V 9 HUNTER INST- O6-CV -R POP -UP TURF HEAD W/ 10Q/10T110H /10F NOZZLES .42, .57, 88, 1.59 30 10 FT A,S 0 0 0 F8 HUNTER INST- 06 -CV-R POP -UP TURF HEAD W/ 120112TI12HI12F NOZZLES .67, .89, 1.30, 2.70 30 12 FT A,S 0 O e ■ HUNTER INST-06CV -R POP -UP TURF HEAD W/ 15Q715T/15H/15F NOZZLES .97, 130, 1.86, 375 30 15 FT A,B B 0 HUNTER INST- 06CV -R -LCS- 515 /RCS515 /SS530 POP -UP TURF HEAD 65_65,1,30 1.30 30 4X15 FT A,B 4X30 FT O 0 e O HUNTER INST- I2 -CV -R POP -UP SHRUB HEAD W/7Q//TAH/7F NOZZLES .24..32, .47 „97 30 8 FT A O 0 0 • HUNTER INST- 12CV -R POP-UP SHRUB HEAD W/ 1001101-MOH /10F NOZZLES .42, 57_88,1.59 1.59 30 10 FT A O 0 e ♦ HUNTER INST- 12CV -R POP-UP SHRUB HEADW! 12Q/12T/12H/12F NOZZLES .67_89.1.30,210 30 12 FT A O 6 O + HUNTER INST- 12CV -R POP -UP SHRUB HEAD W115Q/15T715H/15F NOZZLES .97, 1.30, 1.86, 3.75 30 15 FT A q A HUNTER INST- I2 -CV-R- LCS- 515/RCS- 515/85 -530 POP-UP SHRUB HEAD .65, .65, 1.30 30 4X15 FT A 4X30 FT ♦ HUNTER INST.06CV POP -UP BUBBLER HEAD W /MSSNbOH NOZZLE,EACH SYMBOL .50 (1.00) 30 NIA A REPRESENTS TWO BUBBLERS PER BAMBOO, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF BAMBOO TYPICAL. V HUNTER RZVVS- 36 -50-CV ROOT ZONE WATERING SYSTEM, EACH SYMBOL REPRESENTS .50 (1.00) 30 N/A C TWO PER TREE, PLACE AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. HUNTER PCB -50-R BUBBLER NOZZLE ON RISER, EACH SYMBOL REPRESENTS ONE BUBBLER PER POT .50 30 NIA D NOR' OPTION NEEDED FOR BUBBLERS ON UPPER LEVEL DECK e Q HUNTER PGH- ARV/3RV W/ NOZZLES 01A4106 HIGH POP SHRUB ROTOR HEAD .60, 1,40, 240 40 25 FT A ® Q HUNTER PGH- ARV/3RV W/ NOZZLES 03/05/08 HIGH POP SHRUB ROTOR HEAD 1 00, 1.80, 3.70 40 30 FT A Q Q (j) HUNTER PGH- ARV13RV W/ NOZZLES 04 106/09 HIGH POP SHRUB ROTOR HEAD 1.40, 2.40, 4.30 40 35 FT A 0 It 0 HUNTER PGH- ARV/3RV W1 NOZZLES 05/07/10 HIGH POP SHRUB ROTOR HEAD 1.80, 3.00, 6.00 40 40 FT A NO SYMBOL HUNTER HC- 75F -75M SERIES CHECK VALVES INSTALLED BELOW ALL ROTORS W/ELEVATION CHANGE GREATER THAN IO FEET FROM NIA HIGHEST HEAD IN ZONE ® P.O.C. 1 112" RECYCLED WATER METER WITH AN 1 1/2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE INFIELD NIA ® P.O.C. CONNECTION DOWNSTREAM OF 1" RIP BACKFLOW DEVICE FROM BUILDINGS DOMESTIC WATER SUPPLY BY PLUMBER, VERIFY ACTUAL LOCATION IN FIELD N/A ® HAYWARD MODEL #72,1 1/2" BASKET STRAINER W/ THREADED CONNECTIONS AND 80 MESH FILTER ELEMENT E ® WILKINS 500 HLR, 1 112" SERIES PRESSURE REGULATOR, SET PER PRESSURE CALCULATIONS F ® HUNTER IBV- 151G -FS- 8,11/2" SERIES BRASS MASTER CONTROL VALVE G m RAIN MASTER FS-150,1112" FLOW SENSOR, INSTALL PER MANUFACTURERS RECOMMENDATIONS AND WIRE TO CONTROLLER WITH EVCABSEN CABLE H ►.n LASCO SLO -CLOSE SCH. 80 PVC TRU -UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS, LINE SIZE I Q HUNTER HQ33D- LRC -AW -R, 3/4" QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX J HUNTER ICV- XXIG- FS- ASR( 1", 11 /2 "OR2 ") SERIES PRESSURE REGULATED PLASTICREMOTE CONTROLVALVE, SIZEAS SHOWN K HUNTER IOV- 1XiGR(VOR 11/2') SERIES DRIP REMOTE CONTROLVALVE ASSEMBLY, SIZEAS SHOWN, INSTALL AG PRODUCTS V #4E L 120 MESH WYE FILTER AND SENNINGER PRESSURE REGULATOR PMR40MF FOR DEMANDS LESS THAN 18 GPM, AG PRODUCTS 112" SIZE #4E 120 MESH WYE FILTER AND SENNINGER PR40HF PRESSURE REGULATOR FOR DEMANDS GREATER THAN 18 GPM. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV HUNTER IBV -101 G, 1 "SERIES BRASS REMOTE CONTROL VALVE WALL MOUNTED WITHIN EQUIPMENT ROOM, VERIFY ACTUAL LOCATION IN FIELD M ® RAIN MASTER RMEXXEGi- PMRKIT EAGLE CONTROLLER WITH INTERNET COMMUNICATIONS CARD (I CENTRAL)AND PERMANENT MOUNTED N,P REMOTE RECEIVER KIT, SIZE AS SHOWN, INSTALLED WITHIN STAINLESS STEEL ENCLOSURE. (SEE BELOW FOR TYPE) IU HUNTER PC -300, 3 STATION WALL MOUNTED CONTROLLER INSTALLED WITHIN GROUND LEVEL STORAGE ROOM FOR UPPER LEVEL DECK IRRIGATION O NO SYMBOL V.I.T. SB -16SS STRONGBOX STAINLESS STEEL TOP -ENTRY CONTROLLER ENCLOSURE WTH CSA SUB - ASSEMBLY, RGVRSS, AND OP -16 N B HUNTER MINI-WK RAIN SENSOR, MOUNT TO REAR OF ENCLOSURE ANDVMRE TO CONTROLLER N/A ID N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD NIA • TORO RGP- 2 -12 -E DL2000 DRIP TUBING W /.5 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS MAXIMUM OF 16" APART Q,R,S 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 " • AG PROD, SPIN- LOC'FITTINGS WITH PVCTEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING Q,S NO SYMBOL AG PROD. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "SPIN -LOCI FITTINGS Q'S ® TORO PROVIDE FCH -H AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE S,T 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 MANUFACTURER'S SPECIFICATIONS. TORO YD500 -34 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT -050 CONBINATION TEE ANDA 3/4 "X12" REDUCER BUSHING, INSTALL S,U AIR RELIEF ASSEMBLY INSIDE 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 ELEVATEDAREA. 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 MANUFACTURERS SPECIFICATIONS. AS APPROVED PURPLE RECYCLED WATER PVC PIPE 34 " -3" CL. 20D AS LATERAL LINES 12" BELOW GRADE V PVC PIPE 314" CL. 200 AS LATERAL LINES FOR UPPER LEVEL DECK POT IRRIGATION AS APPROVED PURPLE RECYCLED WATER PVC PIPE 212" CL 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE V,X AS APPROVED 1 "TYPE W COPPER AS MAINLINE WITHIN BUILDING FOR UPPER LEVEL DECK IRRIGATION NIA _ e _ AS APPROVED PURPLE RECYCLED WATER PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WARE BUNDLE CARRIED W PLACE BELOW ALL PAVING, HARDSCAPE, ETC, ANDAS DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE. C- AS APPROVED -TYPEW COPPER PIPING ROUTED BETWEEN PLANTERS, DESIGNED BY PLUMBING ENGINEER AND SUPPLIED BY AND INSTALLED BY PLUMBER N/A • 0 C ASAPPROVED SYMBOL REPRESENTS TYPE 'K' COPPER FEMALE ADAPTER WITH PLANTERS, DESIGNED BY PLUMBING ENGINEERAND SUPPLIEDBYAND N/A INSTALLED BY PLUMBER, VERIFY ACTUAL LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE REFER TO PLUMBING PLANS FOR ACTUAL STUB -OUT LOCATIONS. `TYPE'K' COPPER PIPE USED FOR RECYCLED WATER MUST BE CONTINUOUSLY WRAPPED WITH PURPLE TAPE (BY PLUMBER) NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL(U,L. APPROVED) V,W,Z NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER -PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U,L. APPROVED) Z NO SYMBOL CHRISTY'S RECLAIMED WATER WARNING TAG (PURPLE) AND VALVE I.D. TAGS, TO BE PLACED ON ALL VALVE ASSEMBLIES NIA AS APPROVED RECLAIMED WATER SIGNS - LOCATION AND QUANTITIES PER THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH STANDARD AA AS APPROVED IRRIGATION CROSS CONNECTION TEST STATION, INSTALL PER THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH STANDARD AS NO SYMBOL K.B.I. KSGXXXS SWNG CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS N/A J NO SYMBOL K.B.I. KC -XXXS SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, N/A WHEN RCV IS HIGHER THAN THE SPRINKLERS I ONTROLLER/VALVE NUMBER Al 20 -- G.P.M. <� \_Nh DSC4pF ,• 1950 - LINEAR FOOTAGE OF DRIP TUBING �p,tsuit 0 t ! '9 I�ALVE SIZE • s I® n a t r e Mtii Design Studio 6-19 - exp.da Q Landscape Architects fTgjF te OF CA�ZFO San Diego, CA 92i2o 619.287 - 3854/619.286.5389 FAX L -3 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY I DRAWN BY I CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. '2' PLAN CHECK CORRECTIONS A& 4/24/08 CITY OF ENCINITAS BENCHMARK NO. 1031 PLANS PREPARED UNDER THE SUPERVISIONIOF RECOMMENDED APPR V •D PRIVATE ONSITE - IRRIGATION LEGEND /NOTES AND CALCULATIONS FOR: ^' L S CO BRASS DISC STAMPED ENC -31 IN NW HORIZONAL SEE PLAN REVIEWED BY. �/I° BY. ^ QUAIL A � L. GARDEN CORPORATE CENTER N TE R COR. DRAIN INLET, +/-700' EAST OF DATE: L 1�4-- BY: - 716 -G QUAIL GARDENS DR. ON NORTH SIDE OF ENC. BLVD. VERTICAL N BARNEY F. ATSUMOTO R.C.E. NO. 3422 DATE: �/L / Q g DATE: GiIZ ELEVATION= 182.995 NAVD 88 DATUM DATE: EXP. 6 -29 -09 WORK PROJECT NO, DATE: 119108 SHEET 8 of 12 b t ON INSTALL POP -UP SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS POP -UP SPRINKLER HEAD, SPRAY OR ROTOR, SEE LEGEND FOR BRAND, MODEL, POP -UP HEIGHT AND NOZZLE REQUIRED INSTALL POP -UP SPRINKLER HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS UNDISTURBED SOIL DO NOT INSTALL USING SIDE INLET PRE - ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER INLET j� SCH 40 PVC SxSxT TEE FITTING / LATERAL x SPRINKLER INLET SIZE (/ LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED SECTION VIEW - N.T.S. NOTE: obow wftw*aa.r+.k INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL SPRINKLER HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS POP -UP SPRINKLER HEAD, SPRAY OR ROTOR CENTER WITHIN CELL TYP., SEE LEGEND FOR SPECIFICATION FINISH GRADE _ III 1/2" SCH. 80 PVC NIPPLE, LENGTH AS REQUIRED 1/2" SCH. 40 PVC S x T ELL 1/2" SCH. 40 FLEXIBLE PVC PIPE, 12" MIN. LENGTH SCH 40 PVC SxT STREET ELL SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS NOTE: FOR TYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVER SPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALL HEADS AS CLOSE AS POSSIBLE TO PLAN LOCATIONS AND WITHIN CELLS AS SHOWN SECTION VIEW - N.T.S. 000w an sm" a IM001111^ n. SECTION VIEW - N.T.S. RZWS ROOT ZONE WATERING SYSTEM ASSEMBLY, SEE LEGEND FOR SPECIFICATION FINISH GRADE BUBBLER HEAD, SEE LEGEND FOR SPECIFICATION NATIVE SOIL PVC LATERAL LINE 4" DIA. x 36" LONG PERFORATED PVC DRAIN PIPE FILL WITH 3/4" GRAVEL TO BOTTOM OF CHECK VALVE AMMENDED BACKFILL ROOT BALL OF TREE O POP—UP HEAD TURFCRETE ® DEEP WELL BUBBLER FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "BS" ONTO LID. �- FINISHED GRADE IN SHRUB AREAS 4" MIN. BASKET STRAINER WITH FLOW ALT BRONZE THREADED BODY AND S.S. BASKET - PVC MAINLINE FROM v PVC MAINLIE TO MASTER BACKFLOW DEVICE OR CONTROL VALVE OR OTHER WATER METER AS REQ. EQUIPMENT AS REQUIRED LASCO #896 PVC `UNION BRICK SUPPORTS, SLIP X MIPT, SIZE PER RCV, 4 REQUIRED 2 REQUIRED FOR ASSEMBLY LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL, COVER BOTTOM AND ALL 4" MINIMUM DEPTH SECTION VIEW- N.T,S. SIDES OF VALVE BOX aoor a..4 a r.aa"s ac NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED. (TYP. BOTH SIDES) OE BASKET STRAINER FINISHED GRADE IN TURF AREAS PLASTIC 10" ROUND VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. HEAT BRAND "QCV" ONTO LID. 2" FINISHED GRADE IN SHRUB AREAS 3" QUICK COUPLING VALVE, SEE —I (� LEGEND FOR BRAND AND MODEL IT -11(_— � 111 III- — III —I I 0 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX g�)JgQe Cb BRICK SUPPORTS, 3 REQUIRED PVC MAINLINE — LASCO SNAP -LOK PVC SWING SEE LEGEND AND JOINT W/ MALE BRASS STABILIZER SPECIFICATIONS ELBOW AND SNAP -LOK COLLAR 3/4" QCV USE MODEL G13T -310 1" QCV USE MODEL G13S -310 SCH 80 PVC SxSxT TEE FITTING, MAINLINE x QCV INLET SIZE REBAR STAKES, 1/2' DIAMETER x SECTION VIEW- N.T.S. 24" LONG, TWO REQUIRED NOTE: ooww w $two as ars k USE AN APPROVED, NON- HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. NOTE: QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PRV" ONTO LID. PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION I -I I 2" MIN. '�— FINISHED GRADE = I —I IN SHRUB AREAS PVC SCH 80 T.O.E. III -I I= I I NIPPLE, 3" MIN., 2 REQ. PVC SCH 40 SLIP 2 COUPLING, 2 REQ, 2" MIN. 0 PVC MAINLINE TO MASTER 0 0 00 • VALVE, PIPE PER SPECS. • 0 BRICK SUPPORTS 0•P *0 b O.D 3/4" ROCK, 3 CUBIC FT. LANDSCAPE FABRIC BRASS NIPPLE TYP. BRASS UNION PVC MAINLINE FROM BASKET SECTION VIEW- N.T.S. STRAINER ®wIIN w 9" a arr,►. NOTE: INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF THE PRESSURE REGULATOR ASSEMBLY. FO PRESSURE REGULATOR FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "MCV" ONTO LID. 1�1= W°0a0' FINISHED GRADE =TI�I 2" C - — — I —I I IN SHRUB AREAS TLS F~: T 24" WIRE LOOPS AND 3M DBY-6 WATERPROOF I I —I I IT WIRE CONNECTORS PVC MAINLINE TO FLOW SENSOR, PIPE PER PLANS 2 "MIN. AND SPECIFICATIONS 0 BRICK SUPPORTS, 4 REQUIRED CONTROL WIRES TO CONTROLLER, IN CONDUIT PVC MAINLINE FROM —'— IF INDICATED IN LEGEND BACKFLOW DEVICE OR 3/4" CRUSHED GRAVEL, BASKET STRAINER, USE 4" MINIMUM DEPTH SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE LANDSCAPE FABRIC TO DEPTH AS REQUIRED COVER BOTTOM AND ALL LASCO #896 PVC UNION SIDES OF VALVE BOX SLIP X MIPT, SIZE PER RCV, ELECTRIC MASTER CONTROL 2 REQUIRED FOR ASSEMBLY SECTION VIEW- N.T.S. VALVE, SEE LEGEND FOR TYPE ewW sate bmw a awe, k NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. OG MASTER CONTROL VALVE ROOT BALL OF TREE BUBBLER HEADS PER LEGEND AND AS SHOWN ABOVE PVC LATERAL LINE PIPE SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIREMENTS FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. � - 2 — FINISHED GRADE 1 =111 =1 - — — IN SHRUB AREAS _I I� 4" MIN. T I� ll =� — — 24" WIRE LOOPS AND — III —I I FLOW 3M DBY -6 WATERPROOF WIRE CONNECTORS PIPE DIA. 5 PIPE DIInA. F 2' MIN. 1® 1—PVC MAINLINE FROM I —PVC MAINLINE TO RCVS MASTER CONTROL VALVE, PIPE PER PLANS AND SPECS. NO FITTINGS WITHIN 10 PIPE BRICK SUPPORTS, DIA. UP STREAM AND 5 PIPE 4 REQUIRED DIA. DOWN STREAM OF SENSOR 3/4" CRUSHED GRAVEL, CONTROL WIRES TO 4 "MINIMUM DEPTH CONTROLLER, IN CONDUIT IF INDICATED IN LEGEND LANDSCAPE FABRIC TO FLOW SENSOR, SEE LEGEND COVER BOTTOM AND ALL SECTION VIEW - N.T.S. FOR BRAND, MODEL AND SIZE SIDES OF VALVE BOX 0"o w swra/rd*%k NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED. OH FLOW SENSOR Sweeney + associates IRRIGATION DESIGN AND CONSULTING California 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 951.461.6830 p 951.461.6850 f em ail®sween eyossoc. com www.sweeneyossoc.com Murrieta, California COUNTY OF SAN DIEGO FINISH GRADE IN TURF AREAS FINISH GRADE IN TURF AREAS COPPER 90 DEGREE ELL Department of Environmental Health (WITH REDUCER Land and Water Quality Division PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND PLASTIC RECTANGULAR'JUMBO' VALVE BOX WITH BOLT DOWN BUSHING AS REQUIRED ON THE INLET CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL COVER, USE STAINLESS BOLT, NUT, AND WASHER. SIDE OF ELL) THROUGH WALL TO BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EXTERIOR PIPES ROUTED TO HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. ON-STRUCTURE BE SIZ PLANTERS. ALL COPPER 11 F PIPE TO BE SIZED PER PLAN. L__ F 2" _ �l� I IL _ — — FINISHED GRADE �_ _ a FINISHED GRADE IN SHRUB AREAS _ GLENN LEEKS Date �� MIN. C —III —I (I� IN SHRUB AREAS P T —I I (I PRESSURE REG. _ _ BRONZE SWING CHECK VALVE, 11/2" SIZE Environmental Health Specialist — — 24 "WIRE LOOPS AND ) I I —I (I —) WYE FILTER I_ —III —I 14 PER RCV PVC PIPE, =T =11 3M DBY-6 WATERPROOF UNI -STRUT (QTY. AS REQUIRED) I — III =1 I III =1 SIZE PER PLANS, WIRE CONNECTORS TYPE PER SCH. 80 PVC SLIP :III -1 11— — III —I I is LEGEND �pNDSCgp 90 DEGREE ELL — III -I I I I- i (— rr F USE STANDARD 2" MIN. SCH. 40 PVC PIPE OR wisun o/o q� VALVE ID TAG BOX OPENINGS 4 �) SCH. 80 T.O.E. NIPPLE FOR PIPE DO �' g ° WITH D.I. SERVICE TEE FLOW CONTROL VALVE w NOT CUT BOX g Ai ,0' ro Q TO DRIP MAINLINE TAPE WIRES TO PIPE SYSTEM BRICK SUPPORTS, SCH. 80 PVC SLIP TEE • s 16 aa- t re • 4 REQUIRED O IRON NEEMCO DUCTILE o _ S exp3- Q` IRON BBT SERVICE TEE w REQUIRED TO POC LENGTH AS Tq% OF COPPER LASCO #896 PVC UNION FOR USE ON BELL AND o o F FO SLIP X MIPT, SIZE PER RCV, GASKET MAINLINE PIPE G o� o� a 2 REQUIRED FOR ASSEMBLY 3/4" CRUSHED GRAVEL, ELECTRIC REMOTE CONTROL 4 "MINIMUM DEPTH VALVE, SEE LEGEND FOR TYPE LANDSCAPE FABRIC TO BRONZE BALL VALVE, V SIZE PER RCV SPARE CONTROL WIRE, LOOP COVER BOTTOM AND ALL BRICK SUPPORTS LANDSCAPE FABRIC SECTION VIEW - N.T.S. MLA Design Studio 48" LENGTH INTO EACH RCV BOX SIDES OF VALVE BOX SECTION VIEW- N.T.S. 314" ROCK, 2 CUBIC FT. a+W Landscape Architects o.�,ye mm s.a a aeaa ac SECTION VIEW - N.T.S. 541 Malvern Court Vw* AC/ 9wt a bwhk% k San Diego, CA 92120 619.287.3854/619.286.5389 FAX O QUICK COUPLER VALVE 0 REMOTE CONTROL VALVE O DRIP RCV ASSEMBLY O RCV WALL MOUNT L"4 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING oESICNEOBY DRAWN cHecMltOeY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. '2' PLAN CHECK CORRECTIONS 4/24/08 CITY OF ENCINITAS BENCHMARK NO. 1031 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR D PRIVATE ONSITE— IRRIGATION DETAILS FOR: lT5 f 2.5" BRASS DISC STAMPED 'ENC -31 IN NW REVIEWED 8Y: �� QUAIL GARDEN CORPORATE CENTER HORIZONAL SEE PLAN 716—G COR. DRAIN INLET, +/ -700' EAST OF DATE: `ZZf BY.• BY: QUAIL GARDENS DR. ON NORTH SIDE OF ENC. BLVD. VERTICAL NbA BARNEY F M TSUMOTO R.C.E. NO. 3422 DATE: 6 2 0 DATE: f�L b!3 ELEVATION= 182.995 NAVD 88 DATUM DAB` EXP. 6 -29 -09 WORK PROJECT N0. DATE: 119108 SHEET 9 of 12 V 'R `{J DRIPLINE BLANK LATERAL AIR/VACUUM RELIEF VALVE —y— • — PVC HEADER SIZE PER PLAN MIN. SIZE 3/4" PVC HEADER +� MIN. 3/4" SIZE FLUSH VALVE ' `ek— -- iRRIGATION RCV CONNECTION TO PVC LATERAL J ? SEE LEGEND FOR TYPE DL 20001N -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 AIRNACUUM 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 SECTION VIEW- N.T.S. o,l1M��.•aaaral,k OS DRIPLINE LAYOUT STREET SURFACE POTABLE WATER MINIMUM REQUIRI VERTICAL SEPAR RECLAIMED WATER IRRIGATION MAINLINE IN SLEEVE J NOTE; ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT" RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993. " TORO FCH -H W/ DL200 AUTOMATIC FLUSH VALVE WITH DL -75MA -9153 3/4" MALE ADAPTER PLASTIC ROUND VALVE BOX, 6" SIZE HEAT BRAND "FV" ONTO LID. FINISHED GRADE IN SHRUB AREAS 2" IN. II —III- �: DRIP TUBING I I= LENGTH AS REQUIRED DRIP TUBING SWEEP DOWN TO ENTER VALVE BOX 1 0 0 a �a BRICK SUPPORTS LANDSCAPE FABRIC 3/4" ROCK, 1 CUBIC FT. TORO BARBED ELL (DL- E9018) SECTION VIEW - N.T.S. cap* w amw had" ka TO DRIP FLUSH VALVE METER BOX WITH METER POTABLE SERVICE LINE 12" MINIMUM _j 4 10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE I RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET. OX POTABLE SERVICE LINE CROSSING OY POTABLE MAINLINE CROSSING SECTION VIEW - N.T.S. mal W w hog a a•ra a. DIMENSION A B C D 1 1/2" TO V' IN SIZE 36" 24" 24" 4" 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. O SLEEVE INSTALLATION "01A. PEA GRAVEL SUMP .1/2 CU. FT.) SCH. 40 SOLVENT D FITTINGS (LINE VALVE WITH 114" ALE THREAD (LINE, SEE PLANS FOR SIZE PLE COLOR VALVE BOX LID. (SEE SPECS. ;K SUPPORTS ON COMPACTED ISTURBED SUBGRADE OF FOUR PER BOX) SCH. 40 SOLVENT WELD FITTINGS pg CROSS CONNECTION TEST STATION IALVE BOX, 6" SIZE /" ONTO LID. FINISHED GRADE IN SHRUB AREAS SUBSURFACE DRIP TUBING BRICK SUPPORTS LANDSCAPE FABRIC 314" ROCK, 1 CUBIC FT. 1/2" PVC TEE (SxSxT) WITH TORO CA710 COMP. ADAPTER SECTION VIEW - N.T.S. LOW VOLTAGE WIRES, 3 MAXIMUM WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE POLY TUBE PRE- FILLED WITH WATERPROOF GEL LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS SECTION VIEW - N.T.S. .all w 1w b q aa.ua la WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 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 WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. O WIRE CONNECTION FLOOD BUBBLER HEAD \ SEE LEGEND FOR SPECIFICATION POTTERY PLANTER SEE PLANTING PLANS SCH 80 RISER, LENGTH AS WOOD SHELVING — PVC LATERAL LINE, ELBOW AND FEMALE ADAPTER PIPE CLAMP CLAMP ATTACH TO WOOD SHELF Gin SHRUB OR TREE SEE PLANTING PLANS WATER PROOFING .° _4 ••a° .'a 0�' .. .�.Y. SECTION VIEW - N.T.S. Ielow w gaw a how^ hL SECTION VIEW - N.T.S. O.•yl�sl.�aa„aa�a. DIMENSION A B C 1/2" TO 2 -1/2" IN SIZE 3" TO 6" IN SIZE 24'° 4°' CLEAN COMPACTED BACKFILL LATERAL LINES, SEE SPECS. CONTROL WIRES, SEE SPECS. UNDISTURBED SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS OV PIPE INSTALLATION 18" WE ARE CONSERVING OUR MOST VALUABLE RESOURCE BY IRRIGATING OUR LANDSCAPE WITH RECYCLED WATER RECYCLED WATER AGUA RECICLADA DO NOT DRINK NO TOME EL AGUA 1 A RECYCLED WATER "DO NOT DRINK" SIGNAGE A SECTION VIEW - N.T.S. emwo >ob"aaaraaw lO BALL VALVE Sweeney + associates IRRIGATION DESIGN AND CONSULTING California 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 951.461.6830 p 951.461.6850 f email0sween eyassoc.com www.sweeneyassoc.com Murrieta, California COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division GLENN LEEKS Environmental Health Specialist FINISHED GRADE IN TURF AREAS PLASTIC 10" ROUND VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. HEAT BRAND "BV" ONTO LID. FINISHED GRADE IN SHRUB AREAS 7 LASCO "SLO- CLOSE" SCH. 80 PVC, Ti= TRU -UNION BALL VALVE, SOLVENT Eli[ kI WELD CONNECTIONS. SIZE BALL I VALVE PER THE MAINLINE SIZE 6" PVC CL. 160 PIPE, LENGTH AS REQUIRED, 12" MINIMUM 3 BRICK SUPPORTS, THREE REQUIRED • ONE CUBIC FOOT OF 3/4" CRUSHED GRAVEL PROVIDE ONE 30" STEEL VALVE KEY FOR EA. 3 VALVES INSTALLED PVC IRRIGATION MAINLINE, ::::I—SEE LEGEND FOR SPECIFICATION SOLVENT WELD CONNECTIONS Date \_pN D SCgp\ �4tsu110falr'5�6! f s � s l g n a u r e 0 s�q� �FP MLA Design Studio Landscape Architects 5741 Malvern Court San 131ego, CA 92120 619.287.3854/619.286.5389 FAX � -5 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING I>EacnEU BY IMAWN BY CHEI;ICED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. 2 PLAN CHECK CORRECTIONS 4 24 08 CITY OF ENCINITAS BENCHMARK NO. 1031 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENl7ED APPR r /,- �/ PR/VATE ONSITE - IRRtGATiON DETAILS FOR: U IL 5 5 • � 2.5" BRASS DISC STAMPED 'ENC -31 IN NW HORIZONAL SEE PLAN REVIEWED BY __��`��el� QUAIL GARDEN CORPORATE CENTER 716 - G CDR. DRAIN INLET, +/ -700 EAST OF ` DATE: 8Y° BY: QUAIL GARDENS DR. ON NORTH SIDE OF ',' , ENC. BLVD. VERTICAL �— BARNEY F. M TSUMOTO R.C.E. NO. .422 DATE: �� DATE: �..Q� ELEVATION= 182.995 NAVD 88 DATUM DAB' EXP. 6 -29 -09 WORK PROJECT NO. DATE: � /9 /os SHEET 10 of 12 b �a CONTROLLER, SEE — LEGEND FOR BRAND, MODEL AND SIZE BUILDING WALL BY OTHERS WEATHER- PROOF STEEL JUNCTION BOX PVC CONDUIT AND SWEEP SIZE TO MATCH INTERIOR w III ,I 1) EXTEND CONDUIT A MIN. OF 12" FROM THE EDGE OF BUILDING SECTION VIEW - N.T.S. ®wmw wm �wk ,m NOTE: ALL INTERIOR CONDUITS AND J -BOXES SHALL BE STEEL 1" CONDUIT, SWEEP AND J -BOX FOR ELECTRICAL POWER SUPPLY 2" CONDUIT FOR RCV WIRES, MCV WIRES AND FS WIRES 1 1/4" CONDUIT FOR GROUND WIRE CONDUIT SUPPORTS, 12" O.C. JUNCTION BOX, SIZE PER CONDUIT FLOOR OF BUILDING, BY OTHERS NOTE: DETAIL SHOWS FRONT VIEW OF CONTROLLER AND A SIDE VIEW EXAMPLE OF A WALL PENETRATION. EACH CONDUIT REQUIRES A J -BOX ON THE INTERIOR AND EXTERIOR OF THE BUILDING. BARE COPPER GROUND WIRE (#6) CONNECT TO ROD W/ BRASS CLAMP OR "CAD WELD" IN PLACE PLASTIC 10" ROUND VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. HEAT BRAND "GIRD" ONTO LID. SECTION VIEW - N.T.S. (D.Pflox =7 S. q k e m I.- FINISHED GRADE IN SHRUB AREAS 5/8"X 96" COPPER CLAD GROUND ROD INSTALLED INTO COMPACTED SITE SOIL PRIOR TO SETTING BOX NATIVE OR UNDISTURBED SITE SOIL FILL 112 OF VALVE BOX WITH COMPACTED SITE SOIL BRICK SUPPORTS, 3 REQUIRED BARE #6 COPPER GROUND WIRE FROM CONTROLLER FINISHED GRADE - DRIP TUBING TYPICAL BOTH SIDES AGRICULTURAL PRODUCTS, INC. #S3TS -565 SPIN LOC FITTING (SPL x SPL x 112" SOCKET) 1/2" SCH 80 T.O.E. NIPPLE LENGTH AS REQUIRED KING BROTHERS FLEXIBLE — NIPPLE, #FVN- 500-6F MIPT x FIPT, 6" LENGTH) SCH. 40 PVC TEE SxSxT, LINE SIZE BY 1/2" PVC LATERAL LINE - SECTION VIEW - N.T.S. oww wm sw"y k � ,� 4" 1 i r - INSTALLED AFTER AMMENDED SOIL* ' 4, TUBING INSTALLATION I =1 I I =1 I O) I I =1 11 =1 10 11=1 I( =1 I U -DRIP TUBING I —I I —III 11 1 —I I —II116= I 1 I -1I (I —III �— - AMMENDED SOIL' 1 BRING SOIL LEVEL TO 41/2" BELOW -1 I —) I I 1 (( —I i I —I 11 1 -1 1 -1 1( GRADE -III —I 11 III III —III III _I (1 —III 11 PRIOR TO DRIP - — — — TUBING INSTALLATION WIRE STAKE SECTION VIEW - N.T.S. QMW W %w k Adm � 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 4 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 CONTROLLER WALL MOUNT DRIPLINE "ONNECTION GROUND ROD INSTALLATION DRIPLINE LAYOUT STAINLESS STEEL FLIP TOP LID, SHOWN DUAL HYDRAULIC PISTONS IN OPEN POSITION SUPPORT LID OPEN CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: CONTROLLER ° 38 "H x 16 "W x 15.5 "D STAINLESS STEEL TERMINAL STRIP FOR 16" WIDE TOP -ENTRY REMOTE CONTROL VALVE CONTROLLER ENCLOSURE WIRE CONNECTION NEMA 3R RAINPROOF RATED STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT eQ PANEL NOT SHOWN Oil POWER SWITCH AND RECEPTACLE ° FINISHED - PREFORMED ALUMINIUM PAD ........... GRADE - STRONGBOX QUICKPAD FILL BASE OF — ENCLOSURE MOUNTING PAD QUICKPAD WITH — �- WITH PREFORMED ALUMINIUM PEA GRAVEL TO PAD, PLASTIC BASE AND ALL TOP OF BASE UNIT I STAINLESS STEEL HARDWARE COMPACTED 1114" PVC CONDUIT /SWEEP SITE SOIL FOR COMMUNICATION CABLE TO OTHER CONTROLLERS (IF REQ.) 3" PVC CONDUIT /SWEEP FOR 1 1/4" PVC CONDUIT/ CONTROL WIRES TO VALVES SWEEP FOR ELECTRIC 1 1/4" PVC CONDUIT I SERVICE SWEEP FOR GROUND WIRE 1" PVC CONDUIT /SWEEP FOR ET GAGE WIRES (IF REQ.) 1" PVC,CONDUITISWEEP FOR 1" PVC CONDUIT /SWEEP FLOW SENSOR/MCV WIRES (IF REQ.) FOR TELEPHONE LINE (IF REQ.) SECTION VIEW - N.T.S. (D-WW w0) S`�"I k ksatictre, is CONTROLLER E COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division GLENN LEEKS Environmental Health Specialist Date sweeney + associates IRRIGA'nON DESIGN AND CONSULTMG California 38730 Sky Canyon Drive, Suite C Murrieto, CA 92563 951.461.6830 p 951.461.6850 f em a ilOsweeneyassoc. com www.sweeneyassoc.com SRN D SC0 %ptsue oto oto S I g n a/ U re • \lgTF OF [hVIFO��/ MLA Design Studio Landscape Architects 5741 Malvern Court San Diego, CA 92120 619.287.3854/619.286.5389 FAX L -0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. '2' PLAN CHECK CORRECTIONS 4/24/08 CITY OF ENCINITAS BENCHMARK NO. 1031 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED AP PRO PRIVATE ONSITE - IRRIGATION DETAILS FOR: 011.TS 2.5" BRASS DISC STAMPED 'ENC -31 IN NW REVIEWED BY. BY / ✓`' o BY: -�� QUAD GARDEN CORPORATE CENTER 716 -G COR. DRAIN INLET, +/ -700' EAST OF HORIZONAL SEE PLAN DATE: QUAIL GARDENS DR. ON NORTH SIDE OF R.C.E. NO. 3422 DATE: 6 /2 /o f�' DATE: Z d ENC. BLVD. VERTICAL NIA DATE: BARNEY F. TSUMOTO ELEVATION= 182.995 NAVD 88 DATUM EXP. 6 -29 -08 WORK PROJECT NO. DATE: 119108 SHEET 11 of 12 V V 9 U�F_Iqzv AJU/DYM MAR AJUGACYMONDT� (BETWEEN STONE PAVING) 0 15 30 60 90 scale feet 1" = 30' F I)i��topVJ�O I I 12 - 36" BOX I PLA 1 - 360 BOX I CAL MULTI b - 24" BOX 36" BOX 24" pMe TUW (600) TWO LOADING SPAC DRIVABLE GRASS (14YDROSEED TURF) 38 1 BAM OLD W 14 STORAW PLANTING NOT5 I, EXACT LOCATIONS OF PLANT MATERIALS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD_ 2. SEE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS AND EXECUTION, INCLUDING PLANT TAGGING AND APPROVAL BY LANDSCAPE ARCHITECT. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANTS COUNTS AND SQUARE FOOTAGES. QUANTITIES ARE PROVIDED AS OWNER'S INFORMATION ONLY. 4. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN THE SAME SPECIES AND SIZES DESIGNATED ON THE DRAWINGS. 5. PRUNE NEWLY PLANTED TREES 'ONLY' AS DIRECTED BY AN ARBOR16T AND APPROVED BY THE LANDSCAPE ARCHITECT. 6- ALIGN AND EQUALLY SPACE IN ALL DIRECTIONS ALL SHRUBS AS DESIGNATED PER THESE NOTES AND DRAWINGS. 1. FINISH GRADE OF ALL SHRUB AREAS SHALL BE 3" BELOW ADJACENT CURB OR PAVEMENT. PROVIDE A 2" LAYER OF MULCH IS SHRUB PLANTING AREAS. 8. AFTER THE 90 DAY MAINTENANCE PERIOD, SITE SHALL BE MAINTAINED BY THE OWNER UNLESS OTHERWISE AGREED TO BETWEEN THE CONTRACTOR AND OWNER. 9. MINIMUM TREE SEPARATION DISTANCE UNDERGROUND UTILITY LINES (SEWER/WATER/ELECTRICAL) - 5 FEET ABOVE GROUND UTILITY STRUCTURES - 10 FEET MIN 32 m JT am PEBBLE BED BUILDING COLUMN ( IFi■.t.r wmA..�l- - y�o e P5 y G� L 65 I M 3 W a MUS LY 1 r—Rotr .36. VNN D SC4p �otsu Iq oto 0 s 1 9 n a u r e 0 b -29 ✓}�TF OCP MLA Design Studio Landscape Architects 5741 Malvern Court San Diego, CA 92120 619.287.3854/619.286.5389 FAX FLANT MATPRIAL L15T SYMBOL KEY BOTANICAL NAME COMMON NAME QTY SIZE REMARKS ACE PAL ACER PALMATUM RED JAPANESE MAPLE 4 36 "" BOX ATROPURPUREUM 'BURGUNDY LACE' ALN RHO ALNUS RHOM51FOLIA WHITE ALDER 14 36" BOX 0 5 24" BOX e BAM OLD BAMBUSA OLDHAMII GIANT TIMBER BAMBOO 38 36" BOX 5� e CUP SEM CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 8 24" BOX OPIN THU PINUS THUNBERGIANA JAPANESE BLACK PINE 3 48" BOX PLA RAC PLATANUS RACEMOSA CALIFORNIA 12 36" BOX SYCAMORE 1 36 " BOX 6 24" BOX OPOP NIG POPULUS NIGRA 'ITALICA' LOMBARDY POPLAR 9 36" BOX QUE AGR QUE AGR QUERCUS AGRIFOLIA 4 36" BOX SHRUBS �0 0 00 AZALEA SOUTHERN INDICA 'GEORGE TABOR' 15 5 GAL � NUCCIO'S CARNIVAL 16 5 GAL CEA GRI CEANOTHUS GRISEUS VAR. CARMEL CEANOTHUS 85 5 GAL HORIZONTAL 16 'YANKEE PT' * 0 0 W LIR MUS LIROPE MUSCARI BLUE LILY TURF 181 1 GAL OOt� NET ARB HETEROMELES ARBUTIFOLIA TOYON 19 15 GAL NAN DOM NANDINA DOMESTICA DWARF HEAVENLY 32 1 GAL 'COMPACTS' BAMBOO GS000 MUH RIG MUHLENBERGIA RIGENS DEER GRASS 50 I GAL + + PEN ORI PENNISETUM ORIENTALE • . . . PIT TOB PITTOSPORUM TOBIRA 'WHEELER'S DWARF' 00000 RAP IND RAPHIOLEP16 INDICA °o ° ° ° ° R05 OFF ROMARINUS OFFICINALIS GROUNDCOVER BETWEEN STONE PAVING AJU AJUGA DYM MAR DYMONDIA MAf;6ARETAE _ LON JAPO LONICERA JAPONICA VIN MIN VDCA MINOR HORIZONTAL SHAPE VTO 8' DOUBLE STAKE DOUBLE STAKE ALL STANDPIPE DRAINS ROOT BARRIER DOUBLE STAKE ROOT BARRIER ALL STANDPIPE DRAINS STRONG HORIZONTAL SHAPE DOUBLE STAKE MULTI -TRUNK DOUBLE STAKE DOUBLE STAKE ROOT BARRIER ALL STANDPIPE DRAINS MULTI - TRUNKS ALL STANDPIPE DRAINS PINK FLOWER DOUBLE RED 3' OC 4' OC 18" OC 9 0", Y OC FOUNTAIN GRASS AS I GAL 2' OC REFERENCES REQ BENCHMARK SCALE DWARF MOCK ORANGE 14 5 GAL 3' OC 'CLARA' 119 5 GAL WHITE FLOWER '2' PLAN CHECK CORRECTIONS 3' OC ROSEMARY 'PROTRATUS' 65 1 GAL 4' OC BUGLEWEED AS FLATS 8" OC' PRIVATE ONSITE - PLANTING PLAN FOR: QUAIL G A R D E V CORPORATE C E V TE n WORK PROJECT N0. DATE: 1/9/08 REQ As SILTS 20. COVERAGE DYMONDIA AS FLATS 10" OC REQ 80% COVERAGE JAPANESE HONEYSUCKLE AS FLATS 12" OC REQ PERIWINKLE AS FLATS 10" OC REQ V DIA X 15" HIGH GALVANIZED PLANTER ON GRAD LEVEL EQU HYM EQUISETUM HYEMALE HORSETAIL LIR MUS LIROPE MUSCARI BLUE LILY TURF TURF MARATHON II SOD (TALL FESCUE) NOTE: INSTALL SOD FOR ALL y v AREAS EXCEPT THE DRIVABLE GRASS AREA. HYDROSEED THE TURF IN THE DRIVABLE GRASS AREA. 15 1 GAL CENTER 45 1 GAL OUTER EDGE HYDROSEED MIX 50TANTICAL NAME ESCHSCHOLZI CALIFORNICA LUPINUS AR50REUS FESTUCA AURANDINCEA DWARF FESTUCA LONGIFOLIA FESTUCA OVINA 'SHEEP FESCUE' GAILLARDIA FULCHELLA PHACELIA CAMPANULARIA CONWEB 1009- WOOD F15ER ECOLOGY CONTROL M- BINDER SEED AVAILABLE FROM S 4 S SEED (805.684.0436) LB /ACRE 3 30 30 20 2 // // L -7 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. '2' PLAN CHECK CORRECTIONS 4/24/08 CITY OF ENCINITAS BENCHMARK NO. 1031 2.5" BRASS DISC STAMPED 'ENC -31 IN NW COR. DRAIN INLET, + / -700' EAST OF QUAIL GARDENS DR. ON NORTH SIDE OF ENC. BLVD. ELEVATION= 182.995 NAVD 88 DATUM HORIZONAL SEE PLAN VERTICAL N_� REVIEWED BY: PLANS REPARED UNDER THE SUPERVISION OF DATE R.C.E. NO. 3422 BARNEY, MATSUMOTO EXP. 6 -29 -09 RECOMMENDED APPRO BY: � BY: ',,. DATE: _�1�0 i;rS� DATE: -J PRIVATE ONSITE - PLANTING PLAN FOR: QUAIL G A R D E V CORPORATE C E V TE n WORK PROJECT N0. DATE: 1/9/08 716-G As SILTS DATE: SHEET 12 of 12