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320 r ; ILKAXIIIIAL f .,. H [� L EGEND _ • s 1 �'� a y� awt K WAWO 0 THE COUIITY DEPARIM Nr OF INDICATES IMPROVEMENT PLAN COUNTY OF SAN DEC�O TRACT NO, 4503 SHEET MASER gNM M NMPAOVIMOO T OF THE POLLS ONO O ONION M�f PM ANY WORN NM /TNMY THE STREET RIGHT #•AWAY. 2300-410 ` 00� ro THEN KAM. "a f�IAAEMT &A W AN al .'111NAt RlrllpN RA1AlL ACCORDANCE WITH SAN DIEGO 1 2 ;� .1. ►.C. ►. T tIJjIARt>♦4�EAMOAfAMNOVEDIr fNEMATER/ALSlAIOAATQRr. INDICATES LOT LINE1M Fl+SNT C011 I� A EMMATWNT 0 AN0AA0 IN harmless from am CO S ST OIE AFTER WALL ........... C 2 1 .......................... C00 WNW j MA4t Filler MMNOVtMrA►f PLANS AS $01AWN DOES NOT CONSTITUTE INDICATES SUBDI VI S ION BORN NARY STOM - 7 STIIEET! me ETA/r M MitAENCE QIIIAwtIRNN� a . - AIMM /ONOUTS/DETNEfRQ/ECTIOINMpARY. O ORIYE O + WATER DISTRICT STAMMO SPECIFICATIONS AND ORANINfiS. b FIRE HYDRANT '�� L Aft fAT�MROVIOND UT/LIT/ES WITHMV THE STAIET R/GMT•Of•WAY SMALL BE Z�dO r VIEW • N flt0. CDIMNIECfEO AND fEStEO PRIOR f0 COAISTRLRCTNAII OF BERM• SEWER LINE 1 ` , s Ar NQS CUM. aI00/i i{/1 fER AM IA VMMG. &WROVEMENTS STANDAMD DMW - - � LOT 4 © � A I. 1NPF tXAETAAMCE AAM LOCH TMa11l Of EXISTING UNOERGROUMO FACILITIES - -- WATER LINE // LOT 5 LOT 3 O rte" i PREPARATION OF SUBGRADE L A.C. PAVING .....SOG- 10i ................. SPOON ON THESE PLANS WERE ORTA /NEO BY A SEARCH Of THE AVAILABLE RECIOAO IE. n0 1MEBESfOf OUR KNOWLEDGE. THESE ARE NO OTHER EXISTING 6- STREET NAME SIGN / • f \ f" TYPE 'G" CUBS .......................... G- 2..................... 'g "* *10 PT T F RM011AKE M �N 'CAUTI TH ESE PIAN(f. HOWE , TO PROTECT ANY 41? l 1g" STOR11 DRAIN ` ASS (RO S AE) EXIST" SIDEWALK ........................... .......G-7.G- f................. RE ::•'•..•:: Ri M 7 T EGWfADV1tARr MEASURES O PRTECT ANr � � � STREET DRAINAGE FLORA 1 ±� +� / : •: EXIST" FACILITY SMOIIiN HEREON AND ANY OTHER W HICH IS NOT Of 1 SEVER •RTE CONCRETE MANHOLE .......................... S- 17.................... LiW 0 9 NOF SNOIVN ON THESEPLANS - _� STORM DRAIN � 3 1WTER�C LOT 1 �' LOT 2 VICINITY MA � 1 F.- 40CArION AND ELEVATION Of MII►11OVEM[NTS TO BE MET BY "RK TO BE - - DRAINAGE EASEMENT � INIM ............................. ... S- 4..................... 41111111111111110 DONE SMALL RE COAIFIAWMED BY FIELD MEASUI)EMENTS PRIOR TO SEVER �' CORKfR1ACTo* •Of NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 2000 BLOCK NUMBERS 2 SEVER LATERAL RAl EXCAV f C .. IONS ...5 -1 AND .... L .. T I E EXISTING LO CATE STI $1 NG fM10E RG FAC I IT/ F NT AC L FS SUf ArNF Y L AHE AD Oi < TR CONS T It UC ION T O PERM z W -17W- 14 PE R V/ IONS TO PLANS "- 2 e^ :::::::::::•::::.:::: Ys.:;::;:;;•::::•;: <•::•::• WATER MAIN .................... ............,.E-20W -21 , ..... If RE TIES. S ARE NECESSARr BECAUSE Of ACTUAL LOCATION EXISTING • fAC/l /TIES. .. �s �l 1 GA mss, EV T 46VCR.. - - ldl ► 24 0! M 1 - 7 GM I YKYE. ..W SOW M I 2 7. THE CONTRACTOR SMALL NOTIFY THE SAN DIEGO GAS B ELECTRMCOMIANY " " " "`''" " """ ` "`'''`''''` " "' "`'`'``'``''`'' � 54 /se /62 .:::.i:•:•: >:•: �: �•>: �::•; :::::•::::•: >:•::•::::•::•:•:�. FIRE SPR/N,YLER 36 VS ..............SOWD, P-8 ... .� ......,................... . VARIES . VARIES y;.: .::•>:•>:•:>:•>:::•::::.:::•::: : :• >:•:•::•: »a::•::.;•.;;:i - IAI PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL " :::::::::: ::::::::;::`��: <����'•• :•>::•;:•>:::::::::::::•:::::: ::•:..•::::::::::::::...•:: NIMG ......... EX KEY MAP 3t 27 / 3t :::. ; .::•::.:.::.» COORDINATE HIS WORK WITH COMMANY REPIIESENTAT/VES. NOT/CE:ALL ELECTRICAL AND GAS R SE VICES W/TH/N THIS PROJECT ARE ................ I5 /19 12 S 19 �4Yli <AAliii ti: "''' "` WATER METER BOX. 'UAt)DERG $EWER NOTES •CALE:T' -200 ....10.11 ............. PARKI ftG AREA ::::: •:.::.::..::•::.; •::..::•>:•:•: <•::•>:: •::•>: ::•:; :•: •:::::: •.::::.: • •:::::. ..... -. - T ../ • • • . . RO{NMp MVSTALLATAONS . FOR COCAT/ON Of ELECTRICAL (TRAVELED HAY ►RAKING AREA r1S : ; >::•>::. •::::• :• :::.::..i•: }:::::i:•::. :::i:•:::•::•. WIEXChM1F� B CAL RAA(S CHILES AND GAS PIPING AND HALL BE DONE IN ACCORDANCE MITH THE STANDARD LIMITS OF CAROL V EH DRIVE - El[nmi a YMROVEMENta APPURTENANCES CONTACT THE SAN "ALL WORK S DIEGO GAS B ELECTRIC COMPANY. "' SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, 1979 EDITION ~ ' TELEPHONE: �2% _ ..:::•:: SEWER MAI N ................. ............................... :.:..: • THE 1979 SAP. DIEGO STANDARD SPECIAL PR " N. PROVISIONS T ONS 0 TH B THE CONTRACTOR SHALL NOTIFY THE STANDARD SPE CIFICATIO NS E E ACIi/C TELEPHONE CI ICATION F E S PNON COMPANY OR CO NSTRUCTION , OMPAN PRI P / R PUBLIC O WORK , •.. ...........: :::::: :;::::::::::::::::::::::::::.:� ................... V'tx 2" AC WITH SEAL COAT TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL ADOPTED BY THE SAN DIEGO R ON :::: r'..:' >0 7. COORDINATE HIS R EGIONAL STANDARDS COMMITT - .� .• �.:•:�::......::> YORK WITH T EE AND 6 CL 3 DECOMPOSED GRANITE COANANY REIRE NTA HE FOLLOWING " SE T/VES. G SPECIAL P 51 ::::; 3tbMM ;: RA N:' :;: 's::: :::::::: ::: : >:s: MA IN - - OR /PER SOILS TEST ?...... ....... ............................... ::. •::::::: •>:•:;:::•: •:: STORM ............ - - -- PRO - NOTICE: ALL TELEPHONE SERVICES W /THIN THIS PROJECT BOUNDARY ARE "U T RENCH - - 1. HIDE RG RO{AMp fA W MIS AT I T LL D H TOMS" f R SHA O L L AT L BE OC N F P S-4 /O A PER S ��• O C SDR CABLES AN S D D N 0. ::�������::::� �:�:i • ? �''• ���: si_ ��: �:' ::�:�:::�:�:•.:�:�::: ... WATER MAIN .......... UNLESS OTHER- (PRIVATE DRIVEWAY W /PARKINS) ................................................ '•: : :• WISE SHOWN. :::.�: ' :;::'•::: >:: TENNNCESCOWTACTTMEIAC /f IC TELEPHONE COANANY. NO SCALE 3Q.:: ii:::;: ;::;>:::::::>::: <:::: %:;> :::: %:;::: TEL EPHONE 2110-05M. 2110-05M. - :::::::::::.::::::. :::::: •::::::: :. >:• >:•::•::.,:• >:• >:• >::• >:.; •::.;•::: GRATED INLET............... ....................... ........ 2. PIPE AND DB A =(3 DING C CAROL VIEW DRIVE C ONDITIONS. DIE 3TA. •:. � ::::::::.:::::::..:. �:.:.:.:•:.>: .;:.:;;.::::::::::.::.::. >:•:.: !. IF SHALL RE THE R T Ns. 20 00 TO 24+811.00 +.:;. E / /TY F R ESPONSIB ILITY THE O F D EVf R T LOBE �' O CONTA T . � •::. O C THE UTILITY RACE T / O AGENCI 25 kfE5 NN N 25 T A WES MC N I Avi' AD VISE H r�l71N SET M OF T E O M PROPOSED IMPROVEMEN ROPOSED R OVFM NT E AND N „ D A A ( ) IPE SHALL HAVE 4 MINIMUM OF 3/4 INCH CRUSH : Vim• � R. ���� LAUD ?�� :"• ••�••••� "'•'•`'`•'` ''� % REAR THE COST OIF RELOCATIONS If NEEDED, W ILW ROCK BENEAT T ED GRADE A 3 FLAT ATEA 4 H HE PIPE I E. I WAT ER 77l Y N 0 INSTAL A "UNDERGROUND 0 d 0 d S STE t F cuR / TE U V/ dAGK NO S EL E SAON R SE V ICES WI ��'�• 7 THI N THI I I .S •:: 15 EXISTING EXISTING S R 5 15 5 5 T OJEC AR E AT B V.C. IDES OF d /RM /N6HAM PAVING PAVING L IONS ". FOR LOCATION OF CHILES AN ( ) V.C.P. P. AND A.B.S. TRUSS P 5 I D APPURTENANCESCONTACI PIPE BEDDING FROM BOTTOM OF � � . •.•.•�• •... •••.•..��•••..•. 1 MATER FOK FUTURE 5/OEWALK ( ) MAINS, LATERALS AM APPURTENANCES SMALL BE CONSTRUCTED ACCORDING TELEPHONE: PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL - ^ v SIDEWALK ONLY TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE- K _ x `{IN LOCATIONS SHOWN CONTRACTOR SHAH AND HEREBY ROES GUARANTEE All WORK FOR A PERIOD Of ONE YEAR I1. POWER SOURCES AMD RUNS-SERVING STREET LIGHTS SHALL BE SHOIYN ON DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT 6" TYPE 6 "' ` "' S ON ►LAN SHEET 2 THE 'AS -SU /L T" IMPROVEMENT DRAWINGS. AL( SOURCES SMALL RE LOCATED OF 30 OR BETTER. CURB AND GU TER �~.+ > � u ~ i 3 AFTER THE DATE OF ACCEPTANCE. W IT H IN THE DEDICATED R /GMT OF "wAr, OR WITHIN EASEMENTS DEDICATED �I d V d \ CAROL VIEW DRIVE LOCATION OF UTILITIES (2) UNLESS OTHERWISE NOTED, All CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE S TED COST BY THE DEVELOPER. UPERVISION OF SAN DIEGUITO WATER DISTRICT, O ME COUNTY OF SAN DIEGO. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM Zx 22 2S NO SCALE AFTER PAYMENT OF THE ESTIMATED BOTTOM of PIPE To (6) SIX INCHES MINIMUM ABOVE THE 12. Z�, ,.•.• ,.,, ;: ;;:.: *- (3) WHERE ELEVATIONS A D GRAZES ARE NOT SHOWN ON THE WATER MIN PROFILE. NO PAVING SWILL BE.00NE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID MALL TOP OF PIPE PROFILE IS 44 INCHES, BELOW CENTER LINE FINISH GRADE OF STREET. THE AREAS TO M PAVED. PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES AR EXIS A.C. AND BASE 6" TYPE G CURB (4) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 1% OR GREATER. - - -- AND GUTTER VARIES u' /BO' /B4' /Be' VARIES (5) CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR U. PRIVATE ROAD IMPROVEMENTS SH01 IMPROVEMENTS 111 HEREON DOES NOT CONSTITUTE APPROVAL OR " NEW ENGINEER OF WORK \A.C. PAYING � EAC H RESIDENTIAL LOT. . COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWER , SAN DIEGO LAND SURVEYING do ENGINEERING, INC.I ON APPROVED BASE �LrR &6WRAL M97E 2) 27'/30'/31'/74' 27'/30'/31' (6) CONTRACTORS SHAH ACQUIRE A TRENCHING; PERMIT FROM THE CALIFORNIA THE PRESENCE OF THE ENGINEER. AIR PRESSURE TESTS RESrONENUTS. SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTE 9520 CHESAPEAKE DRIVE, SUITE 601 , SAN DIEGO, CALIFO NIA 92123 565 -8362 (PARKING AREA) TRAVELED WAY YPICAL STRUT SECTION 1 19' t2 /t5 12 / t t9 (7) INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CUM, IF NO SIDEWALK EXISTS � rONSTRUCT ON W000 . O1t ORNAMENTAL POLES, TO THE SATISFACTION OF THE SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE ( ) ARK[NC AR OR 7 FEET FROM FACE OF CUM WHERE SIOEWAIK WILL BE CONSTRUCTED. � tw DIRECTOR, DEPARTMENT OF PUBLIC WORKS, A PUBLIC STREET LIGHT SYSTEM ENGINEER. � -� (� STREET WIDENING Olt ® It PROVIDE AIR RELEASE CURB WHER AT All MINI POINTS IN WATER MAIN. CONFORMING TO SAN DIEGO COUNTY STANDARDS, AT NO COST TO THE PUBLIC, 7 -20- 88 VICTOR T. WIGLESWO TH, R.C.E. 11340 DATED �M DRIVE (9; CONTRACTOR SMALL OBTAIN ENCROACHMNT PERMIT FROM THE COMITY DEPARTMENT � SUBJECT TO THE FOLLOWING: 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD N NO SCALE s "A.C.BERM e"q.c.BEaM OF TRANSPORTATION FOR ANY EXCA VATION WITHIN EXISTING COUNTY RIMITS W414Y. Q 17.1 PRE - CAST MANHOLE BASES ARE ACCEPTABLE FOR USE REGISTRA EXPI RES DECEMBER 31, 1988 (1) ALL FIXTURES SHALL USE A LOW PRESSURE SODIUM VAPOR LIGHT SOURCE. VARIES I: �1t (10) THE DISTRICT REQUIRES THAT-COMPACTION TESTS BE TAKEN WHERE WATER LINES WITH 8 - INCH COLLECTOR SYSTEMS WITH INSPECTORS GRADE az y tG ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, PRIVATE EASEMENTS. AND (2 NO MERCURY VAPOR, QUARTZ, METAL HALIDE OR HIGH PRESSURE SODIUM APPROVAL. TO DRAIN AWAY THE RESULTS APPROVED BY THE COUNTY BE►ARTMMNT OF TII ANSPpRAT10N. BEFORE THE LAMPS SHALL BE INSTALLED. ls'Its' zt' ts' /t9' ts' /t9' tt' ts' /t9' FROM PAVING z•,,•W1EauoD ' 44• REDWOOD WATER LINES ARE ACCEPTED AN A COPY SENT TO THE SAN O(EGWITO WATER DISTRICT 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S PARKING DRI VEWAY PARKING PARKING DRIVEWAY PARKING NEApER(Tr►) "' RUDER (TT►) OFFICE. 5 -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY 6 • A ) (Trrlc A (r(TYPICAL) 15. MINIMUM UNOBSTRUCTED PRIVATE ROAD WIDTH (FACE TO FACE OF CURB) INCLUDING BERM 2" AC W[TH S EAL (11) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE NORFOLK DRIVE. BETWEEN LOTS 1 AND 2. SWILL BE 2 FEET. AN ADDITIONAL 8 FEET INTO MANHOLE. 3 CONC GUTTE 6" a 3• DECa*O TE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN GUITO WATER DISTRICT'S IS NEEDED FOR EACH PARALLEL PARKING LAND. THE 24 FOOT MINIMUM WIDTH ALSO 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. 6ti OR/►EItSOILS TEST SPECIFICATION. APPLIES TO THE WIDTH M EN PERPENDICULAR PARKING BANES. 5 -10, TYPE A. PRIVATE R z•,4" (12) THE CONTRACTOR SMALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT p AM M ICTINNL SECTION INCLUDING NORFOLK DRIVE BETWEEN LOTS 1 AND REDWOOD HEADER (PRIVATE DRIVEWAY W /PARKING) HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR iNS►ECTION Of IROJECT. . ALL MAINS AND LATERALS SHALL BE CO 2, SWILL E A MlNIINRI OF 2" OF ASPHALT CONCRETE OVER 4" OF APPROVED BASE. 1 NSTRUCTED WITH 42 2• A.C. WITH SEAL COAT (TYPICAL) NO SCALE (13) Flll AREAS MUST BE COMPACTED TO DOS. PRIOR TO PIPE INSTALLATION. THE SURFACE WATER P GRADES SHALL BE A MINIMUM OF .5x AND A MAXIMUM OF CTU AND DESIGNED TO DRAIN ON 6" CL. 3 DECOMPOSED GRANITE IT IS AGREED THAT FIELD MOMS NMV REQUIRE CHANGES To TICS[ PROPERLY. ADEQUACY ADEQUACY OF THE STRUCTURAL SECTION AND SURFACE INCH MINIMUM COVER, ON V IER soles TEST CAROL VIEW DRIVE_ STA. 0 +00 TO 20+00 I DRANAGE SMALL M INSPECTED AND CERTIFIED BY THE COUNTY ENGINEER. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER TYPICAL SECTS - PRIVATE PAfSCN�I�i AREA IT IS PYRTIMR AGREED TRAM (B[VEIO►ER) SMALL HAVE A At MI LATERALS SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO CIVIL ENGINEER RAM SUCH K NMTI�S'OR MALL E TO ACCEPTANCE OF WORK. WHICH THE DIRECTOR Of LIES ARE NECESSARY AND O�LETION LEGAL DESCRIPTION 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY DECLARATION OF RESPONSIBLE I FOR THE PROPER C HE REBY COMMEAIC� WORK OM ANY AW ' PORTION OF SOUTH EAST QUARTER OF SECTION 22 AND THE NORTH THE DISTRICT ENGINEER IN WRITING PRIOR To ACCEPTANCE 24' I HEREB IW>MI( SMW0" pV T ►L,A/yE W /TMWY EX/STMIO ► EAST QUARTER of SECTION 27, N M 13 S RANGE 4 FOR PUBLIC USE. FOR THIS PROJECT, THAT I HAVE EXERCISED RESPON- WAY W/tM/N N DAYS AF Ft* OF tpIAANCE fAf C-6 raw V ARIES tz' t HEST Of THE SAN BEMMOINO BASE MERID IAN. COUNTY OF SAN I VARIES (TYP) LEFT OR RIGHT S18LE CHARGE OVER THE DESIGN Of THE PROJE CT AS PERMIT ANp t0 PURBy[ SUCH ACT /M ON IYMRy DIEGO. STATE OF CALIFORNIA, 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE CONTRACTOR TO INSTALL DEFINED IN SECTION 6703 OF THE BUSINESS AND PRO- NORMAL WOOWMG DAY UNTIL COMPtETEO NNNERAECFINE AS -BUILT ENGINEER INSTALLATION. I S. CONCRETE PAD PER ISO W.11.1 FESSIONS CODE, AND THAT THE DESIGN 15 CONSISTENT ,µ1p NWOWNWNT OF ANY OT MIER MORN A� ►ED wqN SAN DIEGO LAND SURVEYING A ENGINEERING, INC. 2 2' WITH CURRENT STANDARDS. TII/f IRQKCT OR 1/AbER MY CON/AIOt. OWNER /MMITTEE 9520 CHESAPEAKE DRIVE, SUITE 601 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION 5 ® ® 1' - 1' - I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS PIER[- DEIBAS ENTERPRISES SAN DIEGO, CA FORNIA 92123 565 -8362 DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO is I AND SPECIFICATIONS BY THE COUNTY OF SAN DRAWINGS OWNER, P1ERI- OEERAS ENTERPRISES IM COMMERCE STE A NoText NoText NoText NoText NoText NoText NoText NoText NoText