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1881 'PERFECT'vno,aE PLATE A RODNEY STOKES CO. WORK TO BE DONE VILLAGE i THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE STANDARD REFERENCE DRAWINGS. UNIT N O * 1 4 A THE CONSTRUCT /ON OF P /PE COLLAR _ _ _ _ _ _ _ _ D - /¢ THE CONSTRUCTION OF A.C. PAVING - - - - - - - - - - - - - - - - - - THE CONSTRUCTION OF TYPE "G" CURB16 "C.F•'- - - - - - - - G -45 _ THE CGYV57,PUCT /ON OF PC .0 S /OEWALK 212-3T ® THE CONSTRUCTION OF CRAY /7Y HE'AO 'WALL 0-/ THE CONSTRUCTION OF STANDARD STREET NAME SIGN - - - - - 301 -2 - - - —11 THE INSTALLATION OF STREET LIGHTS - - 6U0EN- - - - EXHIBIT B - W-s THE CONSTRUCTION OF V.C. SEWER MAIN - - - - - - - - - - - - - - - - THE CONSTRUCTION OF P.C.C. STANDARD SEWER MANHOLE - - - - - - - - THE CONSTRUCTION OF SEWER PLUG- - - - - - - - - - - - - - - - - - - ------ TAE CON57VZIC7101V OFCLEdNOUT---------- - - - - -- /O2- / - - - - -- Q THE CONSTRUCTION OF V.C. SEWER LATERAL- - - - - - - - - - - - - - - THE CONSTRUCTION ` iOF SEWER DEAD END- - - - - - - - - - - - - - - - - THE CONSTRUCTION OF A.C. WATER MAIN, CLASS 150- - - - - - _ - _ _ _ _� "A.C. Or 1�1 �l r 1 J f THE CONSTRUCTION OF ALL A.C. TEE- - - - - - - - - - _ _ - - - J I THE CONSTRUCTION OF ALL A.C. CROSS- - - - - - - - - - - - - - - - - _ C J yy Jf J JJ THE CONSTRUCTION OF TYPE IS " "CLG4 /3 /NLET - - -- p_6_ _ IJLJ J1i1�? Jyoj THE CONSTRUCTION OF CAP ASSEMBLY- - - - - - - - - - - - - - - - - - THE INSTALLATION OF GATE VALVE ASSEMBLY - - - - - - - - - - - - - - G� THE INSTALLATION OF ACxACxF TEE W/ FLANGE VALVE- - - - - - -� VA pA ,7is 1 THE INSTALLATION OF BLOW -OFF OR MANUAL AIR RELEASE ASSEMBLY - - - - /SDDC�Nd . 6AI p a THE INSTALLATION OF COPPER WATER SERVICE- - - - - - - - - - - - - - 3 THE INSTALLATION OF STREET SURVEY MONUMENTS - - - - - - 218 Q — � e A�E y a 644 143 w THE CONSTRUCT/OrY OF . �I/NEEL RAMP____­­­ 225 _ _ _ ._ _ � a 64.4 ;� THE INSTALLATION OF FIRE HYDRANT ASSEMBLY - - - - - - - - - - - - - ►� J �� ') Z..� THE CONSTRUCT /ON OF CUT- OFF W14LZ - _ _ _ _ _ V]/, 1 t r f�JJ � $4i 6-48 sqs 0 I ss/ N - — - — - - - Q - 27 ` THE C0N5TR4K•T 10N OF CONCRETC ANCHOR 5 -P7 UC= 141 pP YO1 L is2 Ir STANDARD REFERENCE DRAWINGS. 111-4T,3A2a,0 -4, G - ?7, 207 -47 , ? ?O f,z /s /,IBO -f,o -2 !! . n n - !, ?24 303 - / O - 1, 0 - 14 G r J�JJ' 3 its STREET IMPROVEMENTS: ZJR3T; 301 -?, !t7! - ?, ? /d -/, G-Q4, C, -46, T -9, 1 225 1� /Jf�� ,t� PL CE s6o 3 iof SEWER: SEE THE GENERAL STANDARD SPECIFICATIONS FOR CONSTRUCTION OF SEWERS AND Q Q scs ii2 big p APPURTENANCES FOR LEUCADIA COUNTY WATER DISTRICT. .'f.(i � / AG't iii Cows � Asa Ip- NOTE: SEE SHEET 2 FOR GENERAL NOTES AND SPECIFICATIONS. T NOTE: FOR EXISTING IMPROVEMENTS SEE VILLAGE PARK UNIT NO.12 TM. 3216 -2 e` /3 2',fx 3116 3 EA 6 @I" SEM N r ���� Q� 5Qa\a� c�, \\\ — 11' o�F 5� ' oR 9 4 p E I2 g- 75 THE GDNT.P.4GTOR S/1,4LL ZMP41,00 W L.4,6frW 4OP-C 3EerIzYN 04(2'2' /3Y SL /BMN'T1#4 .4 �'1 t_ 1 ` r 6 /JETAILE/1 PLAN 9f✓L9N/ /.i/!, 7',t/£/JE9 /f,NOf' Y,S/!J/T /itll,, 6,QAC /NG, 9GLlP1Nl,, D/Z 11Ti4/E.P P!r'lJ 1 1 4C 'ii `' � \ �\ �`. BOG. N - 75 ^ v /SHINS T!I GyEMA,OE FLIP 1!/!J/ AZV PRerEerlklk P929M Tf/E P.4Z"V Df" lAY /N!, Z7,fe' I/NV yI L J JO , J-� �� ,1 \�� ///�� �� sJ /JL //� /Nl, T//E EXG.4Y,4T /ON DF 9! /GN TPENC.� OR T.PENG/./ES II,P /JL1R /N!, roVA P //�� JJyI j �� ��ti \ •�� `i, Jt�L J rT JrIJ�JI � r�` / 1N9TALLAT 1!!N T.UE/IE /N. TN /9 PL.IN.N! /9T �E'I°/lEp.4RE/J fD�P.41L TRENC.4/ES f7YE 1 f - v .� Ba /�;ANT�NE �, Cj L J 'r I FEET d/7 MD/ZE /N�6PT/✓ AN/7 ,4/ IDY& ,c9Y T,yE D!l/NE.P P.P /D,oP TD eAZ*411,e, rZIN. /f' r,4/ I- /ES cWe9M TAE SA0,,?/NZ SYSTTEi0 S7XA ESrAgl_ ISIIS17 $Y �, f !f I f CnNST/71 /c " Tinry sa c n/zI-7E,irs IW.- .CLAN S"I_ L /3b',°RE/�i4.PEIJ I3Y.� ,PEI, /STE.PEI7 '� ° cis �Ilf, f TJ�' C /YIL O? sT.P11GTLINAL ENI, /.f/E6R 49 7.��"C!/iVTI7.4L'Tllt�S E',l'PENS�� � sei F .eo ` g8 1'67 c �� ds 9rREET L /lrNT w m �RP�` LOCAT /ON 1` z � e /n' /6 '000 /c'/ /a' ,11 L IF 5' S' iELEY..4HDl4N N/�LANSr S' I S' LFUGAIJ /A I i F /QE //YOA.'ANT LCK'AT /ON /AE/1EBY 144fTEE TO C04, ENCE WOW \ n ' O/Y,4NY l lZ1VT,S 5111OWNONTAESE \ V /LL,44i P4A"K 3 SVCCrN2 19 e ? °i I .s LDPE S AS NOM17 oOZIINS W /TLIIN EXISTINzF COUNTY IJ /6/,/T `N�iNir�s � __..._.. -.__. � ✓� �9 �- ON NLAN9 OF-W,4Y W /T!,/IN GO 414Y5 4FTE/? /•SSUGNCE ST�IE6T NAME S /!,N - - -. 4" 0 C.C. S /L7£/VALK 4 ~/?CC S /OEIVAL Y 6V / CONST/?VCTION .oEI2"17_i64 TO rYlvE "! "6L/Rf1 d " TY/�E "!, "G01Ifl�d ' ,oEL?SUE ,SL/C// WO/1,Y,4CT /[RELY ONEYE/1Y W ( 6lNS7'PL1CT10N OF ST�PECT L /I, NT cAao /f f• \\ Z1100 FACE eZle/3 PACE A Wae:?W1/' /6 /J,4Y UNT /L eamoLETE/J 9Y- rN£ SEA \ ENC /N /7SI9 /iLaa OVE/{' 6 "CDA1 'T //?QES,OECT /liE 4N/J //IIJE,OE/'IAENT OF N" LnNSTRULTIIIN DF FGPE /1Y12.e4NT S//NWaF MITER / /IL PINY OTAET2 wav< ,4.9SOC/,4TE0 W /TA TANS --♦- M.6I 4`/J /PE'C7" /DN OF'9611�E,P FLDit JOLANA ?6AL// \ RICK ENGINEERING COMPANY - 0EI/ELOa,NENT 04? L/N/JE/? ,ay COr!/TaoL PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS /3lJTTLE/3/41lSf,/ t'LACE', /'!l�PYf'IEL/7 /LACE" eQ STC�E6T / S EYMl1NUMENT YIG I�IT/ / / /Q 5620 FRIARS ROAD, SAN DIEGO, CALIFOR 92130-TELEPHONE (���91 0707 AVCO CO�GI,GIUN /TY '7 PRIVATE C ME'A/JIJIY Y /STA fY,4Y, 4N,9L'e2N1;?A L.9NE; 40l6 L- LOpEQ,S, /NC E,r/STl� �rlvwwGT /nNnv°SEtflcRf-zewl NO .4CALE SHEET COUNTY OF SAN DIEGO �. /3/�/!,'ANTlN6 CIWW7 �/ZE%74'Ap 4ee7Z1/ZT I ENGINEER DEPARTMENT SHEETS TYl- S7WE ET S£CTIAN FIJR 2"AT 1MPl?40V6/N£NT e7r ,vo SCALE' I/ILLA44C /x.499 UNIT N°!4 SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES PRECISION BENCH MARK '74NO /EI,D CIJL'INTl'FLII!!/� z4vT.Q_9L A /3T.P /CT LE1wwl,,4 COUNT WAT6R 1715rgler tWITAW41AI MLINIC/PAL WrEW AIS7=7' No.1 Des Approved By Date rr Recomme edf pprov ?pproved Description: ��2��RON PIN 1 N CONCRETE STEEL POST AUG 1 SOMR WOWS APPROVAL EY /SEO STORM ORA /N d D.E a� � -•- y °P, /f �' ✓, //OL/9D - />I,PE TIJ,PDf'/JE Df 3EWE'R APPRlJ4E'L7 % j ^. / O f,. On HEADn'ALL ¢ P /PE COLLAR. �Z�..�. �: Y, y9 Location: 0.5 MILE RUN NORTHERLY ALONG 0 0f ... Subdivision Engineer OEPUTY County Engineer MICROFILMED SAN /TAi ° /4N f'�ADOCONTiPDL A rovedh bfIIYLE E'NI,INEER/N!, ' AS"Iff " S7S r FCT /� 7G. r'f.�f _ P Engineer fwork Checked by T.M. / 1 / ���� / �/� n peers fnr /he O /efiiei s w - e df ll9 Record Fran: COUNTY BENCH LEVELS QDC 14 �f C -nn1 /Za -17 3 Datum: Ap royal dare -¢ _U. S. C 9 GS R. /7 ✓UNE 74 `�ZZ ATE $EL ET'4RY Elev: 12 9.77 M A /DATE ,PG.E. 3 44rs i0 N4 FILE NO. PROJECT NO 30 'PERFECT'PROnu PLAT[ A RODNEY STOKES CO. GENERAL NOTES SPECIAL NOTE WATER NOTE LOT Af4N110Zj Nv R L NICE ELE!/ ELEI! L7EP7N ITf2QL Cl/Prs Sr PEMAP//S 1. A) LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR . . POINTS. A'O NQ STA7' /ON @ Lf✓1'G'1' ELEY. DEVICES, INCLUDING SHORING, AND SHALL 9E @ SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION PROVIDE MANUAL AIR RELEASE AT ALL HIGH POI OF NEW WORK REGULATIONS THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY dELnil/ MA /N P. L. CB. LOP. L. ,oG SOLELY RESPONSIBLE FOR CONFORMING TO PROVIDE BLOW -OFF WHERE SHOWN. 640 L 299.80 300.90 6' 2e' 3n6.� 4f65 �nrTLS/SRUSH "LACE B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDER - ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERM I T REVISIONS Z n74'r& lI/sE' Nn7E/� Ce71W ?'!J EX /ST /N� 6'{/ G 3nL Gn �n�3n 6' 2B' 309.30 /�33 TO PLANS 1 F REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EX ISTING SPEC 1 F 1 CAT 1 ONS IW41MS S,y�LL ,gE , dV517,Vy 6a2 L 3ns..�n 345 ¢n 6' 2g' _?// 40 /s93 FACILITIES. 1. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TIME AND DURATION OF SHUT DOWN OF EXISTING MAINS f 2 +03.98 303 se TO THE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO AND THE SPECIAL SHALL BE APPROVED BY THE OLIVENHAIN MUNICIPAL 3 643 P 47,0 30460 6' 28' 9�ndn 2,1 75 C) BEFORE EXCAVATING FOR THIS CONTRACT VERIFY LOCATION OF UNDERGROUND UTIL- PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS. (SEE NOTE THIS WATER DISTRICT. EX' n.nn 297 9/ ITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUC- SHEET). TURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCh! OF THE AVAILABLE RECORDS. PROVIDE FIRE HYDRANTS AT LOCATIONS DESIGNATED BY n�nn Z9 /n9 /�D/'�YF /ELF /GLACE , TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS 2. ALL UNDERGROUND UTILITIES AND LATERAL SERVICES SHALL BE INSTALLED BEFORE FIRE DISTRICT G4aL 2 9/90 9X.1 6' 28' ins. / f 77 SHOWN ON THESE PLANS., CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF THE STREETS. 649E 292. 6' 22' 3n7C6 {3, A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT 65LJL 291.20 D) CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE 3. THE CONSTRUCTION OF ONE P.C.C. STANDARD DRIVEWAY PER EACH UNIT, LOCATION STREET INTERSECTIONS SHALL BE LOCATED ON THE PRO- 2 3f 5 5(95 292.5/ UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT TO BE DETERMINED IN THE FIELD BY THE ENGINEER OF WORK. P.C.C. SURFACING LONGATION OF THE STREET RIGHT -OF -WAY LINE WHENEVER vE. nfse.nn 346 26 SHOWN ON THESE PLANS. OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWING POSSIBLE. MEA/JD W 1 9 207 47,305 - 2, 306 - I. 65i 30535 3/0.9 6' 49' 3r .B7 B E) CONTRACTOR SHALL NOTIFY THF. SAN DIEGO GAS 8 ELECTRIC COMPANY PRIOR TO CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM 632[ STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH 4. THE STRUCTURAL SECTION WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STAN- THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOH 653E 292.90 3L72.Z0 6' 308.20 /<6B COMPANY REPRESENTATIVES. TELEPHONE: 232 -4252, EXF. 1658 DARDS AND AS DETERMINED BY THE MATERIALS LABORATORY. ALL TRENCH WORK WHERE FACILITIES ARE TO BE CON- 659E ?93./4 298.20 26' STROCTED FOR OR TO BE TURNED OVER TO THE OLIVEN 6 26 30¢20 ?`35 F) CONTRAC'`'T SHALL NOTIFY THE PACIFIC.TELEPHONE COMPANY PRIOR TO STARTING 5. NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DRIVEWAY APRON CONSTRUCTION. HAIN MUNICIPAL WATER DISTRICT. COPY OF PERMIT 655 L 29� 2n 29ZU0 5' 3T 302.0 2WZ WORK NEAR CCliP =ANY 4C LITIES AND SHALL COORDINATE HIS WORK WITH COMPANY SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START 656 L 293.20 296.20 5' 97' 2 {65 REPRESENTATIVES. TELEPHONE: 298 -0595 OF WORK. 3 2f68nn 293.27 SEWER ' XOO4o 2ts5 CONTRACTOR SHALL NOTIFY HE OL I VI " E CON TRACT0R5 SHALL HAVE A COPY OF THE STANDARD 6 N MUNICIPAL PAL WATER DISTRICT CT PRIOR 58 /2 296.20 5' WITH _ 6572 Z9.; 295.40 5' 7n TO P1320 75' 30/20 2f50 STARTING WORK NEAR CT FACT! -f`'ES AND SHALL COORDINATE HIS WORK SEWER MAINS AND LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE LEUCADIA COUNTY 659,, 29�2n S0 WITH DISTRICT REPRESENT4TIT4TlV + "ES. WATER DISTRICT SPECIFICATIONS AND STANDARD DETAILS FOR SEWER CONSTRUCTION. SPEC /F /GA TIONS ON THE /Oa S /TEA 7 ALL, TIMES ?96.20 G' 6¢' 99z pt45 66n/C _ 292.9.0 /. 6' 26' 1,1 77 H) CONTRACTOP SHALL ,�1" ;�1 LTC,," IA COUNTY WATER DISTRICT 48 HOURS COMPACTION OVER AND AROUND PIPES IN EASEMENTS TO BE 90% MINIMUM, RELATIVE COM- 66/'e 29i9n / 6' 2e' n /t72 �ON�YF /EG/�/�LACE PRIOR TO STARi7,vo WORK hE1Y DISTRIL'f FACILITIES AND SHALL COORDINATE HIS FACTION. 66 2 2 ?9 /�D 29. 6' 2a' 3n4.�L'J /"egg WITH DISTRICT REPRESENTATIVES. TELEPHONE: 753 -0155 _ ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 48" (INCH) MINIMUM COVER �X 66 7 e 29/¢4 29� 94 6' 28' 302.90 no 2. "AS CONSTRUCTED" WATER LATERAL LOCATION SHALL BE SHOWN AND COMPLETED ON UNLESS OTHERWISE SHOWN. ro 7 ; , g 9 .79 'e4 56 9 4N4027NrJ.4 LANE THESE ORIGINAL PLANS PRIOR TO "NOTICE OF COMPLETION" (SEE SPECIFICATIONS 664 [ _ 284.84 289.20 6' 26' 29520 7,194 ON THIS SHEET). ALL MAINS AND LATERALS SHALL BE TESTED IN ACCORDANCE WITH SPECIFICATIONS AFTER 665E - 289.00 287,95 6' 30' 29385 e +6n INSTALLATION OF ALL OTHER UTILITIES. 666E 3. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE "COUNTY ENGINEER ROAD DEPART- 785 9e7 22730 6 70' 293/ 8 MENT" FOR EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY. ALL LATERALS TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. EACH LOT SHALL BE SERVED 6676 285 2s ZB7 /D �' 92 ?93.10 9t /n 199 BY A 4" V.C.P. ; 9+/9./8 285.2, 4. NOTICE: AL'. TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND SET AT A MINIMUM GRADE OF 2% WITH A MINIMUM DROP TO MAIN OF 0.3' (FOOT) AND AT 66 ,R te5 287.35 6' 2B' 29135 0;<- INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE AN INVERT DEPTH OF 6' (FEET) BELOW TOP OF CURB UNLESS OTHERWISE APPROVED BY THE 669 2 285.00 2,,.On 26' 2g4[�1 Bts PACIFIC TEL COMPANY. LEUCADIA COUNTY WATER DISTRICT. SEE PLANS FOR SIZE, 670 2 6' 284.80 2Be.4Q 6' 26' 29490 7196 5, NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION, 211 n{nn 275.30 /3/zi`a v 7iNE Ck7Z 1Z7' "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES, GAS _ 67/ L 273 70 276./0 6' 26 284/0 0,`6 PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS 8 ELECTRIC COMPANY. THE CONTRACTOR MUST SECURE APPROVAL FROM THE INSPECTOR PRIOR TO BACK FILLING ___ �72G 2725.20 27,.70 6' Al ' 2,4 7n /tss OVER ANY WYE'S. 673G 276.30 279 755 6' 47 C. IT SHALL BE THE RESPONSIBILITY OF THE DEVt=,_OPER TO CONTACT THE UTILITY 28505 5 nn 276,35 OF RELOCATIONS. /�5s AGENCIES, ADVISE THEM Or THE PROPOSED IMPROVEMENTS, AND BEAR THE COST THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. G74 2 276.50 ?79.20 6' ¢7' 29s 2n /50 / 276.20 NO REVISIONS SHALL BE MADE IN THESE PLANS WITHOUT THE APPROVAL OF THE DISTRICT 6_752 79 en 6 52 299..90 1,144 7. CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER U(STRICT 48 HOURS IN ENGINEER. 676.P 276•/5 2 6' 45' ADVA/YCE OF SEWER CONSTRUCTION SO THAT INSPECTION CAN BE PROVIDED. 28985 6772 275.65 27220 6' 26' 283 20 0Z APPROVAL OF THIS PLAN BY THE DISTRICT DOES NOT CONSTITUTE A REPRESENTATION ON E a nfnn ?52.58 PE �JI,A/� 8. ALL .POCA SLOPE P.POTECr101Y SHALL COIMOWM 70 SrArE SPECS SEC710N 72 THE ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDER- CDL/k' 676 75� /n 25580 6' z6' 26/80 n�52 , , OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 679 L 256.40 25790 - ✓ANUAA') /973 GROUND UTILITY PIPE 6 26 ?6?-V STANDARD SPECIFICATIONS OF L. C.W.D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE 680E 258.60 260.50 6' 26' ?66.50 9. 9174' !,/Ii1/J //' /! /JGCIJQO //'!l, TD 47&41_711 .nL 4�/ /JrI/Jft/li' /n;9 L - 6868. DISTRICT OFF 1 CE- 68/ L ?60,50 262.60 6' S4' 26g f 2f3e ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE 6e2 G _ 260.`0 263, D0 6' 6G' 26gCk� 2 !l). /1GL LL775 727 1361, �iJ/>�'/J 729 n/11E'l //T ��7N/J /rf/!,' �JP1Y.�T�'.Q' CONTRACTOR. Ge3 c e6a 7n 263.20 6' 64 26920 2 {4e (0 2,16/.1/ 26/.311 -- JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT. 684 , 261. ?63./0 6' SO' 269./0 2156 6 41e 2GOEn 262.60 6' 42' 16864 2 ALL PIPES SHALL HAVE 4 -INCH (MIN.) CRUSHED ROCK BEDDING, SHOWN ON L.C. W.D. STD. 6 258.40 2611./0 6' DRAWING S -I2. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 6 255.40 256.50 BACKFILL NOTE: WHERE TRENCHES ARE WITHIN EASEMENTS SOILS REPORTS SHALL BE SUB- MITTED TO THE DISTRICT INSPECTOR BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED PER DISTRICT SPECIFICATIONS. WATER WATER MAINS AND LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS AND SPECIFICATIONS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. ALL WATER MAINS SHALL BE CONSTRUCTED WITH TOP OF PIPE 48" (INCHES) BELOW ¢ FINISH STREET GRADE EXCEPT WHERE TOP OF PIPE ELEVATIONS ARE SHOWN ON THE PLANS TO INDICATE OTHERWISE. A ONE INCH (1 ") WATER SERVICE IS REQUIRED FOR EACH LOT IN THIS SUBDIVISION. pgErc �� AUG Z r RICK ENGINEERING COMPANY MICROF! d�J PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 2910707 PRIVATE CONTRACT SHEET COUNTY OF SAN DIEGO I 6 Z ENGINEER DEPARTMENT SHEETS FLANS FOR Tf16' /Ml�ROY6'hI�'NT4F l� /LLAC;E /�A�ft JN /T 4 COUNTY APPROVED CHANGES No. Descri tion BENCH MARK P Approved By Dab a Reg me ed f p ov }I/ Approyr / o �E n ' Description: - .9EY/9Er �rC�.._.._.. o '�9 P / /�r✓'t �iE�•..�.. -. ^9iTf Location: r u iv won En9imeer DEPUTY County Engineer Record From: UNTY BENCH LEVEL Enginee of work' Checked b _ - ,� RDGy T. M. Ebsv: 129.773 Datum: U. S. C. Q G.S. / // Approval date R f E 4/6 /7 ✓UNE 74 FILE NO. g ��, - PROJECT NO 5 L7' Z 'PERFECT'Pno•aE PLATE A RODNEY STOKES CO. ,� ` r TC T .97' L =44, 79 q C Cuee A?Er. 7Dl'Df'iVLYLL /�C'B �'.PA/>6' N h� n CL /PLC PET. ay caA'a h a �' M c It h '^ d 0 TD/�lJFdf"LY M `� �' TIJ� lIF if/YYC! /,C�iY l,.P.4D£ h 3/0 a Mti 310 / MM 0 m � CuPe/rEr gO KC. aqm �h Hti� ti '�•► Q d A o �s 4/4 o m . N'L ca" c "c ca N'LY WZY 'N' c NATU/QAL GROUND e/ �� �, i � h c � � — c n t 305 NATU�PAL GiPOU/YD inn a �� .300 — N.9TU/PAL G�POUND ET c — — — h N c O q, M C V -- — Li.PA�6 X r 3IQ lAf'A/JE N 0 G / MAR sf CAP 0 �` ��PA/JE M M ASSY q4SS �,. 3/0 ti � . 3/0 s „ X IDN N) M - "c �' �� a 539 NZ � V 0 � C k. P ----I 7 , /NYE.PT�:�o�EL a Q �E�sDYEEr�sTC.eP g e\ , EXIST. I -W.Ar Y.e `' e 1 0 c 3 ?5.1/ a Yc �a I'd �X /S B ,� y.CR �'� emu` Z9L/ Q D CONC_ CR44LE H p V N TYPE "C "' t� \ , � B YC•P Z9 99' -CONC. CR4DI- _ H ,30Q i Iy lti a 9 PEiifDYE EY PL!/!i TYPE 0 6 /'cON,v Tn PAOE d 7S ° /6'OS Erisr, C. 70'bi I I ` 8" !!L P A'ENDaEEX. /�LU4 l h TDPDFELYLLI,PT I,.PA/7E p V > h �4 3/0 .3/0 Tn�o/�s�Y�u,P��, ; Q $ M 310 h° I tn ELY o a,N 4o' Y.c. S'LY� o S'LY 3414> 300 L= 3'9.41' .7 os b Z 9.77 4'TY�r "Q "aaPa /,vLET a g e A/, Al l'.Ql)f'lLE ��,�r�n�yrs�A lY�I " " " �� P�llf /L�'•FflJ7'TL6'/3� /l,��PLAC6' SCALE" A/!I/1. /u 4427; &,e / " =B' `� L- 41.76' SCALE "R / " -.D; 14W),, C4� n Z r n r 2 3 n ``• t 2 MEA/>OWY/STAANY 44' Q �1 SEE T56s s</T „ z , /?' 2n' / 640 a 64 1 64Z 659 P' '?" 2 �' /o 648 649 0 6541 A7 /e' /e' ro' � fi C ti I 647 s ti s a s hl I /d v� '� C I e� m A' w �► (p 66Q �OPPr�-iE PL. � s EEThl 3126 -Z I I w N So �C H 1 0 tl� I I h CIQ C i In Q Q .PEMDYE. EX /ST. ��Us� T —OI /GON�I! I� p) I 5r } ^ � /D' /B /B /O . 'ti CDNN. 7D Ex /9T B YC.? _ f� I �; I RE•NDYE.�LUsS I� \I v C I. Ip Q �` , 4 N H x J �I� b Ilk IC 650 \ 15 • P PC.R 1 01 cd ' I s'TYP . (� ? 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N _ ` N - SEE T.M.�P?6' -? � c• G' s,�T.t/plI x s ` :iQ 2 i ` I � R ao 1 �;� % 0�,�� \\4 h v I \ y �'/ v s a s �° s a /I; ��' /♦ \ on v V' 643 ti 0 2 s y '� w Q �� / `� �� aJ .�� 663 0 667 66/ s �) W/LLOWSPR A14 s �' � W /LLOl!/3PR /Nl, � � C �� lJ�P1liL' h 655 654 653 652 (0'5/ c e RICK ENGINEERING COMPANY ' dl AlII=4 W.4) PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS ' 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 2910707 PRIVATE CONTRACT L -0&6B NOTE : FO,C1 3T0!?M D/?.4 /N /�ET,O /L3 SEE .SL/EE% N 6 o. s T COUNTY OF SAN DIEGO 6 ENGINEER DEPARTMENT SHEETS N_° DELTA BRG. RAC /US fENGTH .PEMARKS N.° DELTA /B�PC J 0 /US LENGTH REMARK TA S N? DEL BRC. RAD /US LE/YGT tI RAS CLANS FOR 7AT /MRRDI�Eh1Ei 1 7' !lf /❑ N /T Op OT? / "E ;. OW. 00 CU.PB N /7'07'2 / "E 70.00' SEIti'ER l® N7?'S ?'39 " !•Y 315. ?l' SEWERS lYl�'AlJDl4/Y /STAfYAY, /�lJh1 ELF © A =.W'0a'00' 30' 47.12' CU•PB /Q N/7°07'21'E /42.00' SEN/ER ® N72 3-9'W 337 O WATE,f nLAC ��1I7•?�f /S © d •910 3 " "/2' CURB © Ni7 °07'?/ "E /30.00' WATER ® EAST 157.77' CURB /N 1/ /GLA1yA f�ll�'/°f' /T N2 / 4 ® N/7'07'21 "E 21. QO' CURB /© N /7°07'?/ "E /3B. AO' W,47ER ® d =,93 0 19 , 00 " 30' 48 86' CUR46 COUNTY APPROVED CHANGES BENCH MARK No. Description A Re c pmeled fo o Approved © d =64'09' ?7" 40' 44.79' CURB l N72 °52'39 "W 22.00' ® d • 79'45'70" .70' 41. 7V CURB P Approved By Dade Description: /6/.93' CURB /® d -97 ° 43'04" 30' S/ /6' CURB EAST / " /PDNPIN /NCANG ?cTE STEEL .�YlJ1' ` {// ,W' g DEPUrr Co CAN W ® =e?44' '27" 36' /SG. 07' CURB ADDED S ----- a/°9i"7 ot•oo72 Subdivision E ngine er Q'i iC7'2 / "E 2G8. 00' CUA'B ® /Y7 ?'52;99 "IV 246.81' CURB ® EAST /73.75 SEWER L 9TArE Rn.OrJ AGP f' DiYI i?'. ! - Engineer of work Checked by 140.00' l l7 N7 ?'S2'39 "W 271.67' CURB ® EAST 174-00 p' Wil7EA' Record From: COUNTY H6NGLlLEYE'L9 ,)(20C. )(20C. T T.M >" 30' 39.4/' CURB / EIev: / -"9 77 ? D a tum : U.RG. /�s.S. Approval date R.c. /7✓UWE 74 �AQGMd�K� ! p 4 FILE N0. I PROJECT NO �Y A " J i 'PEAFECTIn Lc PLATE A RODNEY STOKES CO. I I /`AzY. C.B. �a 16 I �f ^ 6/4 79 N 1 h� N 45 OM CU!?i3 V 4l S. Q � O ro 0 M N 6m� C 4/•4 L 0 14 61 0 16/4 I N N NQ N I N N 2A 5 D aECiovE EX caw *A/ F /t , 47, OPAL v AS.57X oe COMNAM7 X ti / S AT A/'1.PDX. AZ40 0 TO EX /.9T.4 "A.C.R IN j N N� v .ge7 J , 410,4SSZ h� � nEXLST. V C. P. /Nl/6.rlTl•PAUE (!p o. 40z �c 285 /639` 8 "ICC.P. c o..aOx � X919 y � �er /S � i h� t�Qf /lEMOVE EX /ST. /�L COMA /ECT N TA N \�. TO EX /ST• 8" VC.,O W % ' C41 N 62Y (.4. X N � 4 m N" 2 90 , /A 4 d V • Q I i t ` T 1 /JIB10CIO//DA Zod1 /E SCiJLE� !•/U/?/Z. /' =,r10; l/E/?T J''' =.4" � ' 7 I 1 1 1 G66 o ` ("4 w ^ 1 4 0 � `�i 2 � O I af `••'° � Rae FO/I EX /ST. /•NOdDI/ SEE .Sl./EET /// / IB 5 TYPE 6' CU.PB /NLET v/LL4zC;e Ar1AW lW1 12 � S �F0.4 QETA /LS OF S7t7.PM 7..L/. 322G -2 SHEET 6� ",0 CONNECT 70 EX /ST. r ` ^, 1 ap3�� G0�\ 2' `^� N �' "V \. 41 \U 1` l � 4V k h 670 I RICK ENGINEERING COMPANY PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS .77 I O n /� 5620 FRIARS ROAD. SAN DIEGO, CALIFORNIA 92110- TELEPHONE (714) 2910707 \ 1 A T/I� A // � COMO L LINE PRIVATE CONTRACT z_CUM COUNTY SAN DIEGO �P � � 4 ENGINEER R DEPARTMENT SHEETS R � NO. DELTA OR ON. .RAD LENGTH REMARKS AWAN5 FOG? ;'I bt/igQO ✓E,�IE/' /T OF 1 it J- aw;ol 90' 446:40' CU.Pi3 1 y COMFNA .l� 2 A Afg'35:3 W. ss s CuQ9 /� //� �d/� //.7/J L /.�/� /E d- 'a✓' 27" d4 7S CV.CJA9 Q s • C COUNTY APPROVED CHANGES A'Y N /LL/JGE pooch. (/N /T Me. / M..42'3 w w /25.7/ C!/ No. Description Approved By Date BENCH MARK Reco me yled for A Approved d "86'/!2'/3" 30' s16.�0' CUiClO /YfO�{�!/rE - f sa{%CFl�l�r oy�^`"�' 80119 De :�riptloa: 112" QON ,GIN /NCONCQETE aS%EEL 1-1057 1 En 1 p .A('W.. W..3 ' Location: OS M/. L L/' .4dNCf/� ubdivivon Engineer DEPUTYCounty Engineer JUN S. 7 [ A14ri9.S.�W 1445 ' WW7 Q g' Checked by T . M . f FE 040,d.0 L70S5 O FQOA/ .4.Q / / /.�J .O En o v+ork. Y ( 9 N.4?t3 '30 "W. /7839' ¢ Record From: COUNTY E3ENCf/ LE ✓ELS 2DG M 1 �+/�16 Approval date N.47°Z4 �D "E 22L111' Elev: /29 y S.G. .773 Datum: G H• /7✓UNE 74 FILE NO. PROJECT NO %50 32 'PERFECT•PaoraIE PLATE A RODNEY STOKES CO. L- .�a.4n' L= 61YT0' L =3d.B0' 88.96' ON elGP.9 0414[ /,P t Q� Q , d14 P/3 /4 kit %_ p TDI�DFiYLYLY /�Pf07 4"t �E o p _ N Ian, � N'LY H N N o do c %egaET \�Tll�df:frLYC! /.PrYI,•P•4/JE ZOO cues RE v . N.4TU,PAL Z, f//J OD 9 Z8n Q h A/QT£- ti.4TU ?•4L !� C �+ ap h 1 ZTQ 0 c , N 285 � yaCa/�ASSLY. /EXISrtf ACIF � Q A � //VYE�C'TI,QAlJE' REMOff EX. /°LUls �LONN• I EX /9T. Z /Jn EX /ST. B "1!C.P. h �' I W L!//I� AfADL' a 0�� O yhVi CQ 0 NWVm M ov ov '`� �t�n �i Tn>°DF'sLYCIr,?,ETl,,C'.eJ/J£ m °� ° a,e /4T, C t Z7�� ��, � �Q 285 �m red a i o K [" L "68.70 L =men' i C W o D 1 /7 ew V fJ O&M ON ovcu/Zf3 .95' o ZBIJ L =4 „ ?' cu/�� I,AP ZMIR77 t'ut�/3. PE7' nITZJI'IL6'� ,6� /!'ANMI,C G 1 7 4l /,P,e.QET. SCAL6'•NO,?./ =�ID'IrE,PTi'"-G°' D 1 Z L7 I 40 C041Z77' i ! NO. DELTA OR BRG. RADIUS LENGTH REMARKS �� C '►�, i / 6 2 O 3646' 90 Gt9 S , 'S ' f D= t16T°?7'?0” 38' .1;W LC /•P6 �� I �, Q eQ v I � W h I N Al 1) I v �I h qlv h Z Q = • 3 ' !!4' Sri' 'ell B �i I QjQ p 7Nj S w .9 3 D. I %\ � D `, 1 9 ?fag ?9 I t 681 >lrso " 350 // S6Al/ ,P QEilfovEEY /LUy cn,�ir - - - - A JIZII ^ 6 79 9 L= 3T5D11D" Y4D' z24. l' .4T ,e roE,rrsra "r. c.. � \ I ilZa �OBn O N.74'OD'LI # 30' As a 2 � D•37 °3D'L.C7" 35D' Z3l• // EarEisTaoEes ✓.c.A/ /KE — • ., 1 . ,... Z P n' i C 5 S 01 S "' 6,� EX /ST. nsnn /Je %CAnrT /416 c�'= "Y.C.R 6 uc. r IT `O h Q $ 33r 15.19 /Y /LGD/l/SPP /NG' lO \ 24 \�n I � aO sky 9 N �I� t �j PEMnVE EX /ST. 4SSLY I r 5 4 b � � - e o � � � � k �'enNru. rn Exrsr. 6 ,a.c.� 261 e9 � W � m g I -„ p 4N ,I ) 17 I s 8�►I� rB 'vv W 5AM �r \ A EM�3 f �` ° ` �l i 44' E" MN P �r k s , k / T/ 6 ?? �� EX19 Epl�° pW' /o e h 1 K/ /LGDWSPlZ /N!; h `/ � o.� 9 w % ✓E \ i '� \ �' \ 0 {6 ► 1 �aG NO. DELTA OR BRG. RADIUS LENGTH REMARKS \ 1,7,iF/vL 676 3� jNli OR qp k' "f `J X1.1 / N.! D4 l4! 4D. 7D 'ellpo . l ��� g pR EX1gT G t \ y ���w VV S 0/ �. 2 d -f4 '? 4D' 3ll80' GL/Rf3 RE MO ✓E G�N' a"? y W 3 d= / l6" 38' 177.90' GL/�P13 L! / ?/3/IfTI /�?N11.4T a 5 I gr AC' \� i ` ' ti p s 1 4 �; 3 ° 3� o '08 ' �u/r o 9n�on�io" RICK ENGINEERING COMPANY EX/ ti / 41L7D' lelllrAff PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS p ^/ 6'B F 6 YlD " W S.OD' WE,Q [= j/ /2' 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 TELEPHONE (714) 2910707 \ �� 68 / PRIVATE CONTRACT �itirs 1t 1 L -686e I COUNTY OF SAN DIEGO 6 ' C1&5 �, � ENGINEER DEPARTMENT SHEET$ ���i�/SPaIN�' /CLANS FIJR TL/�' //YII�RDIi�'/J1E'NT !JF W It �,rZ1Vg RE"VA41_ zezll?T I3RIh A W A Ir � I A NO Z&l T COUNTY APPROVED CHANGES /N Y /LL/7L7£,0xfW lI /V1 / Nf 14 E'IJL'A!� COUNT BENCH MARK 'J No. Description Approved By Date /NC[INL'/76TE STEEL /�!/ Rec me — a ' n K R LOWERED r /+P f RED Sr S . � uy ?9 Description: DC_9W7 7 / a M04Y,4TFRSE.fV /CE9-1015 Subdivision Engineer DEh( /Tr County Engineer �» 819//9 Lo c ation: E15M /L PL LO JUN 3 7 �9� pReesm os, cep ee,X AW L�'6r73 SWAT Z4 17, ".,Puss oalW1 ?.? / / /9Bf Engineer of work Checked by � 1 1� A pproval ! AUG Y(°9:19 T.M. • 16 �ODDEDSTREETL /Grf/TSER�'/ �� / Record From: Cl1L/A/TY96NC/./LfsVELS 1 ,eo ,as r�u..C��. « _... Y(yi>f Elev: /29.773 Datum: LrS.G.y�•S /7JUNE74 R.C. FILE NO. t PROJECT NO �� ' I I 'PERFECT'oaorrt.E PLATE A RODNEY STOKES CO. j ~, 90[ 4 R/ — 300.60 I �T ? 300 299.77 R/M O. 3 \ TY E'?S r Rill Q �� 2 92.92 , / ' / "R.C.P. T. C. N W 290 290 o s q / W W IQ h N C4 W 1` W/ M Fi R O �' T9 N V v Gi o Q Io 04 � N N 280 / o 080 �� �• N 4 t eOi �� �`�• cv @ � �" / 00 eQ 270 t9 +� Ig .� 270 i 79.69' 62.00' 65.00' L 00' //7.78' 1 /09.7/' /5/.37' 32.50' /06.91' b. ?4.97'1 37.03' / /04.36' 260 � � e• 260 ONfURY � 2 ° • � 1 Li `C y g 0 250 30' 30' 250 ARIOF/LEe• STORM DRAIN / $ g N SC,9LE: NOR /Z. A= 40 YERT. / 8' / W v O �' / `�°l° N /2' /O' rYP. N W q r ,9. /O o ML9X. A9C70RY EL90WS W /LL i3EUS60 Q ►J op z 240 WHERE 1 110/NT DEFLECT /ON EXCEEDS 2 �` "�j / 4i V 240 b / M/9NUffICTURERS RECONMENDAT /ONS : / `r ALL R.C.P. SHALL BE 1350-D 441N. W O EX/S'T/NG d, 4' (ti W l9 GQ i j F/N /SH GR 9DE�' ri I H M O ►• �� I Ile to t W IN "� N \? 23 v v _ _ 12 MAN 230 /.74% N N M /2' Id TYP. l9 220 220 I � O N�IV N` I i 10-WT Y0 Wo I -- -- SEE S//T. No. " oI \r CURA OUTLET PER DWG. D -35 SIC OP �� c , PIPE /. E. = 226. /O {� I `r 1/ /L��gGE LC�T ]38 . 6 �� PA'Q'Y �, LOT 7/9 c Qz ' 4 '41 /S 2 /Ylq,� No. 8032 LO, C� q l sC��E • P. CC. DOUiNORA /Iy LOT 657 t ' Q0r e-6 668 101 6 7� \ \ \•�� - - -N. /6'/ "E . 15737' 3 "� ° — _ – TYPE "!/ -4" C. 0. (` e\ V . LOT 7/8 _ T. R 4`17�j" ' CP- �/1\ < �I /8 R.C.P. 24.87• �� ' " /NLE 2 "W 7 5%/ _ TYP IT E T. I 4330 "E � f �: d" 22 x822 ►O /�0 E N. / / ° 00 00 "E /06. �ji 3 10 4 a 50 TY.° E;9_ y 1 " O /3 °37'36 L . 9 //' ��• E SEE S No . S. , -� I N 2 03 OF �� d =6/a27'3S" /O DRA/NRGEBMAII �__� �fAD ��0 "W �S 3 °0 2'30" ' DOC ATE � ?L � 548. a g DyT�e TYPE I NLET rcEr � pER per' -35 «r. ' �, F "�" / / n'LET `• 53 LOT 656 LQT 72 �� OPEN SPACE LOT 738 I/ /LLIl PAR/ UN IT No. /5 MRP No. 8032 RICK ENGINEERING COMPANY PLANNERS ARCHITECTS CIVIL ENGINEERS LAND SURVEYORS -/ d7 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 _ ` (1 PRIVATE CONTRACT SH COUNTY SAN DIEGO p ENGINEE DEPARTMENT I SHEETS PL AIV,9 FOR TIT Immo eAfewT Olm STORM GRIPIN j Y/LLi9GE PARK l/N /T No. 14 POST (Cl COUNTY APPROVED CHANGES 2 •' / O 3 "G/JN/TE OR 3" CONCRETE MARK (Clf3) / ( •r' No. Description Approved By Date � " / R9V /N CYJWCRETE STEEL Recommended for Approval Approve / )N W /T.�/ 6x6 - �' /O/ */O 11 ES S / TH /S H E ET REPLACES / Description: ac. 0 019 PRECI Q � , i ?� � Engineer f�Q County Engineer AU G i 3 1976 /°REl/ /OUS SHEET N? 6 Location: O. L MICROFILMED SECRON 13 -6 APPiPOVEO ON T.M. 6-17 74 Record From: P /11 Engineer of wort Appro al d CD!/NTY /3ENCH LEVELS e/ <' NO SCALE. Elev: 129.71.3 Datum: U.S. C. 4' G S. A 7 r /SI date FILE NO. y ry PROJECT NO,,,y� d .1 'PEFIFECT'aaoriLE PLATE A \ RODNEY STOKES CO. �qCrJ EL. 9 50 l;� 1+ 300.490 ° �V T.C. I 60 Qo P ��n o 3 v v 22.92 o�� '� 1B R. C P . cat iew 5 TC 290 j e .� o v O 29+0 i�4 �o Q ' � }� O cli o v ' C a/ O 280 23 j M /N. 1.0' COVER L.�1/ �/ e +� 23 I 1 .9 280 @ �� C OQ, Y v RC P @ 1.11 /• I e Q + �G 250 / m W h � , � 4' ti / N ` ti,�' Q ti / . 115.7 ' 36.71 l R.G.P. 1350-D I / 50 V C. l Q IO ° W 270 IN o ;' ,�, ' I I 1 0� L;3 e0 V, c. ' 4 ; P OK C : STORM DRAIN --j , o ie -- RcP '4 SCALE = 90RIZ • 1 " =40' 'BERT• 1 "=4' l �� 2.40 ° ������• R.C.P. /3 O- D O !'41 `44 ni 230 p v�l W /39, 97 Uj r W 30 e7 i /8 i 40Y.C. '= 40 I cc m� 2.o2 ZG� �c"`� j SOLE: I -, •' h � � _ - 1 �� � 6 � CURLS GY/TLET f�RQ4i'Yri. /1/O. O :�5 e „ A. g. in ^ 20 9C _ _ - '� a� - ) /. E. = 226. 10 rn O -i 37. 43' N 2 / 0 to a �LFi N 4 N 4 (13.96 " 1 1 _ V E „�'' I COT 7/9 1D OFFS /TE D E. # 7L1- 004920/ Ci / h \ 6 Z5 Of1TE 1 9 7� G D L O J T W W �( / N �4Q PCC ODIY/V 094/N PER / \a Q b� 2 j 65 � \' Op /) 694slllva PLAN C 680B� D Or � ` iO 611!7 N0. 6 70 ° L OT 718 l qlF • P 7S. Fq ill Fy QD �- \ h w �• p� 2. o 4C �, y �� �' �• / �. � t^ \ Q 2 0 S v /.r1 CON -Oo l 97' a Q (� ` 7 G yiJ W " • /9' 1 W W z AL �1EE ° ao� P ,� Q P` ot h _ � 1,�/ i �c L I —� V /S'Z-4 W4Y I FRB OUT 35R 2 �°`� C oAWG No COT 72 v ti Q � Ci •/a 03' � � G �0 ?qn_ � � 1 2/.A 2 Z6 o i O j� V0 i OFFS /TE D. Z.. ZB� r 9 �. So RICK ENGINEERING COMPANY DOG# �¢ "00620 ^ \0� ~� 9� PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS awze5 1-9- 74 �9p• w`\ Q (C 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110-TELEPHONE (714) 2910707 ,`t .0 PRIVATE CONTRACT L -rOB� �J S SHEET COUNTY OF SAN DIEGO ENGINEER DEPARTMENT SHCETS - - -- 4 � ,� BJ PL,4NS FOT.? T•UE /M�llO ✓E�tlENT Of �� l2 •'' IN l/ /L L /11�E .odl7K U/1/ /T No. /4 p I COUNTY APPROVED CHANGES BENCH MARK J •:` No. Description Approved /,r�r. / /p/ _ A pro�oJ - „•/ f Reca men ed for APP te 2`�6UNlTEOR3 "CONCRETECL -3� roved B Date Description: 590A /V OVCOn/C ?ETE S /EEL A 9T 7 EXTfNWa P /fE,' Q W /TN 6 x6 - # /O� # /O {d/ //QE/yjESf/ pEY /SED GRODES>CSTf!/CTSONSO. b � 9 0. C. Uv ub division Engineer County Engineer !EASEMENTS: ADDED SECT. DRWGS. Location: D.5 AN. N LY. ,GLON4 PO C .914"7' Engineer f work Checked by T M j v i Record From: CO!//VTY fsENCIV LEVELS RDC SECTION B - B Q ADD NEAOWALL, P /PE mLLAR r�o.•.. -- h� 1, �� Approval date /� . ...P�+iN,.r �.,...... /29.77.3 Datum: lLS.C. y` 9. 3ZZ � 6 � NO SCALE 9 :% %Ni ET. I Elev: R.C. . 9 6 /7 ✓U/✓E 74 FILE NO. i ��� aaoiECr No I