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7302 F 141370 GENERAL NOTES SEWER NOTE WATER NOTES LEGEND WORK TO BE DONE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE ' 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS DEPARTMENT OF PUBLIC "ALL WORK SHALL BE DONE IN ACCORD�ANCE*I H THE STANDARD SPECIFICATION FOR PUBLIC WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING ' WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. WORKS CONSTRUCTION, LATEST EDITION, 1'NE SAN DIEGO STANDARD SPECIAL PROVi- TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD ` SIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, (ADOPTED BY CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WiTH CiTY STANDARDS AND AS THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD YEAR AFTER THE DATE OF ACCEPTANCE. STANDARD REFERENCE DRAWINGS. APPROVED BY THE CITY ENGINEER. DRAWINGS (LATEST EDITION), AND THE FOLLOWING SPECIAL PROVISIONS." 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WiLL BE MADE BY - 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE SHOWN. THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT SEE SHEET 2 APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL 4. ALL UNDERGROUND UTILITIES WITHIN HE STREET RIGHT - -WAY SHALL BE CON- 2. PIPE AND BEDDING CONDITIONS COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HiGH- LINING, TEMPORARY SERVICES, ETC. PRIOR TO SHUTDOWN. STRUCTED, CONNECTED AND TESTED PRiOR TO CONSTRUCTION OF BERM, CURBS, A. ALL PIPE SHALL NAVE 4" IMUM OF 3 /44NCH CRUSHED ROCK BENEATH THE CROSS GUTTER AND PAVING. PIPE. IL WHERE ELEVATIONS AND GRADES ARE NO1rS1�N ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE B. V.C.P. AND A.B.S. TRUSS PiPE BEDDING FROM BOTTOM OF PIPE TO /Z 4. ALL SERVICES TO BE CONSTRUCTEDD CLEAR OtbRIVEWAYS. BEST OF OUR KNOWLE GE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGRE- SHOWN ON THESE PLA S. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE GATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVA- 5. CONTRACTOR TO FURNISH ONE INCH COPOtA WATER SERVICE AND METER BOX FOR PRECAUTIONARY MEASUR S TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND LENT OF 30 OR BETTER. EACH RESIDENTIAL LOT. ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL C. P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO( /Z) CONTRACTORS SHALL ACQUIRE A TRENC4W PERMiTFROM THE CALIFORNIA DIVISION ' BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID OF SAFETY FOR ALL TRENCH WORK. WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING FACILITIES SU FFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT GREATER. 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE � IF NO SIDEWALK EXISTS, OR 7 U NDERGROUND SU FEET FROM FACE OF CURB WHERE SIDEWALK!, RECONSTRUCTED. REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 3. AFTER - COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATER- ,& PROVIDE AiR RELEASE ASSEMBLIES AT ALL i•MG06INTdIN WATER MAIN. ALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. `g. CONTRACTOR SHALL OBTAIN ENCROACI°I T PEFIMM'IrROM THE CITY OF ENCINITAS STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. COMPANY REPRESENTATIVES. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S -17. POURED IN , NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECTARE PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR. FINISHED COMPLETE AT TIME 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE 'UNDERGROUND INSTALLATIONS,' FOR LOCATION OF ELECTRICAL CABLES AND OF POUR. PRE -CAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COL- INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF- GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC LECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. WAY, PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, COMPANY. BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO HE SAN DIEGUiTO TELEPHONE: 232-4252 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO.'S S -13 AND S -14. LAT- WATER DISTRICT OFFICE. 8. HE CONTRACTOR SHALL NOTIFY HE PACIFIC TELEPHONE COMPANY PRIOR TO ERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 11. PRIOR TO AWARDING WATER LiNE CONTRACT, OWNER SHALL ADVISE PROSPECTiVE STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WiTH WNTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICTS COMPANY REPRESENTATIVES. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, TYPE A. SPECIFICATIONS. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDER- .., GROUND INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WiTH 42 -INCH MINIMUM COVER. 12. HE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS THE PACIFIC TELEPHONE COMPANY. IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. ` TELEPHONE: 298 -0595. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE - SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. 13. FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PiPE INSTALLATION. LEGAL DESCRIPTION 9. IT SHALL BE HE RESPONSIBILITY OF THE DEVELOPER TO CONTACT HE UTILITY - -- AGENCIES, ADVISE HEM OF THE PROPOSED IMPROVEMENTS, AND BEAR HE COST OF 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGI- 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS RELOCATIONS, IF NEEDED. TO HE ACCURACY OF, HE LOCATION OF, OR THE EXISTENCE OR NON -EXISTENCE OF, PORTIONS OF LOTS 4, 5 AND 6 IN BLOCK "W" OF SEASIDE GARDENS ANNEX, IN THE CiTY OF NEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. , ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PRO- ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA PER MAP NO. 1801, RECORDED 10. ALL TELEVISION SERVICES WiTHiN HiS PROJECT ARE "UNDERGROUND INSTALLA- JECT. AUGUST 6, 1924 - TIONS." FOR LOCATION OF CABLES AND APPURTENANCES CONTACT TELEPHONE: 942- 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. ASSESSORS PARCEL NUMBERS: 256-411-15.17 & 25 9944 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FiNAL DESIGN, I.E., LiNE CROSSINGS, LiNE 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT 48 HOURS PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE 'AS- IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. PROPOSED UTILITIES CROSSINGS OR WITHIN 10 FEET OF PROPOSED WATER MAINS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS DEDICATED RIGHT - - WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF UNDER WATER MAINS UNLESS GiVEN WRITTEN PERMISSION BY WATER DISTRICT. ' ENCINITAS. ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL _* REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMAN- BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES THE AREAS TO BE PAVED. SHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE ARE TO BE INSTALLED DIRECTLY OUTSIDE CiTY OR COUNTY RIGHT -OF -WAY OR OUTSIDE 'WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF ► � DECLARATION OF RESPONSIBLE CHARGE . 13. iYL LUti1 /tV,4R1ES SX/ALL P�POV /DE TRUE 90 ° CI1TOFF A/VO ALLOW TEAR, UNUSUAL ABUSE OR NEGLECT. BACKFLOW DEVICES ARE RESPONSIBILITY OF OWNER. -� �-- NO ES!'APE OF L /�!T ABOVE THE yD1P /ZOA/TAL. =�- MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BETWEEN FiRE HYDRANTS AND 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY ENGINEERING DEPARTMENT 17. !� THE CONTiPACTO�P SHALL REOI1EST FROM THE L'/TY EN6/NEEAPS SDG &E.VAULTS. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE OFF /CE A P�PEY'ONSTAF&Vr1ON MEETING RNO Sf/�4LG �°kl7Y /DE FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT -OF -WAY. EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN F . AT LEAST - As `IIMiPS OF NOT /CE FOR Shc'N 4 MEET /NG. 18. UTILITIES TO MAINTAIN MiNiMUM 5' SEPARATION WHEN PARALLELING WATER SERVICES. SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSIS- 14. "AS-BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE TENT WITH CURRENT STANDARDS. s /5 TfIE DEVELOPErP Sy,ILL Mi4iPK Tf/E LaO,4rION CY`' E,4OW SEWER WORK. LAr,6PAL 4N,9 `,,4TE,P 66PV 1045 9,v C'// /SEL 111149 THE LETTERS 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER RND "W" ESPECT /VEL Y 2 /NC!/ES f•/ /014( //V/o T//E F,4C'E of T//E e'U�PB. FACILITY (F.H., METERS, VALVES, VALVE BOXES, ETC.) THAT ARE AFFECTED BY ITS NOT RELIEVE ME, AS ENGINEER OF R � 15. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY HE CITY f' PROJECT. OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES /6. T//E AODiP QF E,4Cf1 LOT SF/ ALL BE PA /NIEODHTf/E�'L�PB //V Q PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDI- - WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ` r ` ► NA/ WAF 41W 100.4T /ON 41 B Tye / rVSPECTOR. CATS ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY /7. SLOP LEGEND AND LIA41 L /NE SH�4LL BE Wf1 /THE TyER�IGt�LAST /C PA /it/T. 16. THE CONTRACTOR SHALL FURMSH AND INSTALL, PER SPECIFICATIONS, THE APPAOPRI- THE SAN DIEGO COUNTY WASTE DIVISION. BY: i1. 7��i�I � �1 ATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER - GLEN K. VAN PESKt DATE LINES INCLUDING SEWER LATERALS LOCATED IN PUBLIC RIGHT -OF Y. RCE 41204 , _ 4 ✓vc lrA- { _ SEWED' /VOTES' (CONriNVEO) - - .� V/ - �Nt� J /7. WA5TEW4TEiP D /SCHAiPGE lleAW /TS ANO REVI -1 1100 i°eR"Irg 3 A f H �c � QCEA 0 PWMIA PAWR TO CONNECT /ON TO SYSTEM. �_ �I b r ai 7 \ 8 OWNERS AGREEMENT l � L `V "Z ? IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. M H. V 1 1 GCVO �4 3 IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL Q ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE LL) s `� DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER Q COMPLETION OF THE IMPROVEMENTS. Q v 4 ¢ L 3 1 FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS � J J WITHIN THE COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER THE ISSUANCE OF THE CONSTRUC- `> r J J - TION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL . a �� r� COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. 4P GEAI / EY M LE D /A TA � � J E pW/P /C ` F31 SHEET NUMBER STFEET L /GNT O WNER: G i f TO, 4 L /M/TEO P�4�PTNE�PS�/ /P I zt � AR�POYO � �• F /RE HYDRANT { C B OCEAN LOT NUMBER 1'• G �'t VECOPMENT, GENEiPAG PAiPTitlEiP t ST. NAME S/GN % -- SEWEI P UAIE 8y C LATERAL Q a° 't• /1l A. Sr- -w,4,er PRES /DENT DATE ,� v. w sp-- SEWE�P Q� o . � a �s `_ � � itLA. $TEW.4�PT F /N�4N�YAG , /A'C, � 8 Z 4 WATER L /NE h .s +.,. •gym. ENC/N/T -S F/APE /°�POTECT /OyV O /STiP /C'T a 4. �, \ < ®---- WATER LATE�PAL.�.� 9s * - �Qet:e�vt� Q Woq4 VICINITY MAP LIJ • NOT TO SCALE > KEY MAp c �1 -- -- - - -- - / _ /00' 4PPROVFD DATE _ zo' REVISIONS APP DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT M.R APPROVALS CITY OF ENCINITAS PUBLIC WORKS APARTMENT DRAWING N0. W Q C DESCRIPTION SAN DIEGO COUNTY BENCH PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: QC = i MARK NO. OC- 140. BRASS DISC ON A DATE : .016S BY: BY: 3385r `4 CONCRETE ABUTMENT ON THE N.E.CORNER HORIZONTAL T M 89 R.C.E. NO.: 41204 OF A R.R. BRIDGE THAT OVER PASSES ENCINITAS BLVD a VULCAN AVE. U.SC.SG.S ENGINEER VERTICAL DATE: DATE: f - ELEV. = 77.49. APPROVED DATE EXP. 3 -31 -95 WORK PROJECT N0. SHEET OF GLEN K. VAN PESKI SEP 1419941. 141s?o LEGEND WORK TO BE DONE kT • LEGEND WORK TO BE DONE S.D.R. S.D. QUANTITY 1'k A.C. OVERLAY 9,630 SF 4 A.C. 18 A.B. PAVING 27,100 SF 6 TYPE - G" CURB & GUTTER G -2 1,920 LF q • /8' /8' S' S' 6 A.C. BERM G - 5 50 LF 70 4" P.C.C. SIDEWALK ** G-7 7,890 SF 5'k" P.C.C. DRIVEWAY G -14 1,840 SF ?., � 2% y, 2 ? PEDESTRIAN RAMPS, TYPE - A - G -27 4 EA 4" P. C.C. 5IDE'J*"Z /Y ANDE�P //1/G) + STREET NAME SIGN 05-13 2 EA 6 " TYPE _ M G CURB PER S. D R. S.D. Cr -7t rYP. ) GUTTE�P Rte/? S.Ok..S.D• G Z (�'YP. QA . Cl B "A . 15. (M /N.) PR 1/EMF'N,T' z STOP SIGN 2 EA SEE GENERAL NOTE 2 SURVEY MONUMENT M -10 4 EA 100 W 14PS STREETLIGHT E -1 5 EA w VIA L //VDA DEL 51159 8" V.C.P.IP. VC. SEWERMA /N 8-4 630 L7 CALL E DE ADELE• SEWER MANHOLE 5-17 3 EA N. T. S. ADJUST MANHOLE RIM TO GRADE 2 EA �-0 SEWER CLEANOUT S-3 2 EA S 4" SEWER LATERAL S-13 15 EA / I — W — f" PYC C "WMAFA . /50) 372 G F -- W 8" PVC C -" W.446?"41N<CL - 160) 268 LF W — /2" PGG' C-900 WgTEPMA /N(CY - 150) 80 LF REMOVE 'i i9EPL,4CE AC .3AO SF /O 8' GATE VALVE 1 EA � 4 GATE V41- E /EA ► . 5'TYP. _ /8' - 55 45' ,• MAR P -10* 2 EA / "DI�EPLAY 2 Mf1R /ST. EDGE VWR /ES _ _4 20 BLOW OFF P -4* 3 EA •�4" 014 /" WATER METER P -2* /5 EA 2/ ' ?1: � w /fv�c. i •• AA/GGE STA°S �— ?.� eWMERC /AL 5eONZE FZRE P -1 2 EA f/YD1PANl 11 /MA�pKE�? ; _ "-r EX /ST. A• C. --� a W — 12" GALE WL;16 Z EA N ` • 4 ,40/d A.B. ( i PAYEtiIEA/r SEE TYPE "B• CURB INLET D -2 3 EA 6610ERW NOTE 2. *' 5 EM' /NE£P TO 115P /FY Tx/E o ADEOUAC Y OF EX /ST //✓G PA 14EMENT 6 "TYee "G "CURE i CUTT AND OVEN Z,4Y TO SAT /SF,4CI�ON OF TYPE "A" CURB INLET D -1 3 EA PER &D. BP S. D. G -2(TYP.' Tf/E C// ENG'/NEEiP _ 9 " A. 8. MIN /MUM VWEP 00kB - _= TYPE - A - CLEANOUT D -9 7 EA = TYPE - G - CATCH BASIN D-8 1 EA _ O CEAN VIEW AMENUE /O *00 T_0_ /S ZO C.S.P. INLET D-16 , EA 27 RCP STORM DRAIN 1350D UNLESS OTHERWISE NOTED 3'23 LF 18" RCP STORM DRAIN 1350D UNLESS OTHERWISE NOTED /527LF 4'x/'C4AC awre /GI/ERl D 92LF _ — 7.4' if / 'CAti/C. BoX colt ✓Lwpr D -7 VA AC L.F. 56- * SAN DIEGUITO WATER DISTRICT STD. DWG. 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