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6969 'PERFECT'ISnorn.[ PLATE A RODNEY STOKES CO. d WORK TO BE DONE i THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS. VILLAGE P THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE STANDARD UNIT N O .13 REFERENCE DRAWINGS. THE CONSTRUCTION OF A.C. PAVING - - - - - - - - - - - - - - - - - - THE CONSTRUCTION OF TYPE "G" CURB - 6 - C-F - - - - - - _ G' -45 THE CONSTRUCTION OF SPECIAL MOUNTABLE CURB - - - - - 226- - ,i THE CONSTRUCTION OF STANDARD STREET NAME SIGN - - - - - 301 -2 - > r rr � ./� ,� ✓� ,`, �f/ / rJ � � �r�r�jf THE INSTALLATION OF STREET LIGHTS - - - - - - - - - - - EXHIBIT B JJ > �✓ Jf ✓ V r THE CONSTRUCTION OF V.C. SEWER MAIN - - - THE CONSTRUCTION OF P.C.C. STANDARD SEWER MANHOLE - - - - - - - - - _1V0, 764/ - • �— 30` 1 -J THE CONSTRUCTION OF SEWER PLUG- - - - - - - - - - - - - - - - - - - - THE CONSTRUCTION OF CUT OFF WALL- - - - - - - - - - 4 -272e - - - �J '�P �• I THE CONSTRUCTION OF V.C. SEWER LATERAL- - - - - - - - - - - - - - - THE CONSTRUCTION OF SEWER DEAD END- - - - - - - - - - - - - - - - - L \ I T r THE CONSTRUCTION OF A.C. WATER MAIN, CLASS 150- - - - - - - - - - - — �'��� J �,a HALE r f 1 1 THE CONSTRUCTION OF ALL A.C. TEE- - - - - - - - - - - - - - - - - - THE CONSTRUCTION OF ALL A.C. CROSS- - - - - - - - - - - - - - - - - N r \ 1 THE CONSTRUCTION OF REDUCER - - - - - - - - - - - - - - - - - - - - ♦_ IS �v � P� THE CONSTRUCTION OF CAP ASSEMBLY- - - - - - - - - - - - - - - - - - THE INSTALLATION OF GATE VALVE ASSEMBLY - - - - - - - - - - - - - - THE INSTALLATION OF ACxACxF TEE W/ACxFLANGE GATE VALVE- - - - - - �)) Q 1 •- J `� X0 ` b� y9 A / � Q � sy c � � ���� e� THE INSTALLATION OF BLOW -OFF OR MANUAL AIR RELEASE ASSEMBLY - - - - Q V d-� T Q� THE INSTALLATION OF COPPER WATER SERVICE- - - - - - - - - - - - - - —Q 6'a' s� r \V , THE INSTALLATION OF STREET SURVEY MONUMENTS - - - - - - 218,219 THE INSTALLATION OF TYPE "CS" GUARD FENCE ASSEMBLY- - - 7'.9 - - - - d*`o I W a s 1> > THE INSTALLATION OF FIRE HYDRANT ASSEMBLY - - - - - - - - - - - - - ►� L\ a, �� G ���' Se¢ (f \�� I / ; � T</E 1NST,OLL C % /ON OF W116EL CA/O /,Q 44MOf — — — — — - 4 23 — — — h / .r te ���' sB i; �c� TAE Ca4l=& 10/ OF G1 C. R STANDARD REFERENCE DRAWINGS: 111 -3, 117-1,D-4, G 27, G- ?2,G,?3, 2 ?O 1, ?/9, 150 -1, .0 - Z5 224 -1, 303 j STREET IMPROVEMENTS: 2/2.2, 30 / -Z, 201 -?, ? /d, G -44, G -46, T -9, G SEWER: SEE TH GENERAL STANDARD SPEC IFICATIONS FOR CONSTRUCTION OF SEWERS AND E NANCES FOR LEUCADIA COUNTY WATER DISTRICT. NOTE: SEE SHEET 2 FOR GENERAL NOTES AND SPECIFICATIONS. �p 597 1 C� 1 ; NOTE: FOR EXISTING IMPROVEMENTS SEE VILLAGE PARK UNIT N0. 12 91 �� h 1 � n I THE CONTRACTOR SHALL G'ONFO,P/t1 M LAMB 40.0E SECT /ON0"e.8P 9116 &/TT /HGA OETA /LEa / G `�~ y� � PLAN SNOK//NG TNE,dESIGN OF ,5f10PlNG' D,PAC/NG SLOP /BUG OAP OTNEV P�PO!/ /y' /DNS TO BE /0' 30 30 10 3 7YfA0E , e !4/OeA - PWOTECT /ON Fie, Nk r11,F H•4Z4,eV OF C,A4/NG O IAA rllw Az". -OV291 A ONNLAN9 / ^ /., � � � � � EYC.4!/AT/O/Y DF 5'UCH T,pENell D.2 7.�E/YCyES' O.PO!/,Q /NC THE PIAF /N97WZAT /ON T1lE,QE✓N ,S'EMOI�E E /STING LEGElVf7 �� �, h Q� C �t� ��� 7'.y /S F�L,IN iL1UST BE P.2EPA.PEI FOR ALL T.PENCyES F!!�E FEET 4eIW0'2E IN.4EPTH TYPE 'A"D/KE— 6 % ^ '� � C '� ANV,41zW20liEDBYTh'EOWNER AW10W TOEXG9lG9T1aA sLORe'S AS NOTED u v ✓ �� o a e ���+ /F THE PLA.f/ 1 /ES 1W01W THE SHO.?/NG Sf"971FI 15'TAN.OA,PO•S "Z4,&L /Sf,/E.O .BAY f ON RtANS ® /NL7/CATES SHEL�T NO. y �� .> `V 7//E CDif/STPIJC7 9,'IFETf' OROE.PS Tfi/EPLAN 911ALL OF P.QEP./.E'EO BS J.4 ,PEG; /S- ae S r 4'f?C.C. S/DEW.4lK `Y TE'PEO C /!/ /L T,PZ1e,r4 E�AL AT 7 EN�i /NEE.? %1 ealYM4eraC- 9 EXPENSE - EX /ST /NG G�JUNL7 Q .II i/,L'� e x s �fC \__' � /N/J /GATES STREET NAME Sf�iN �� �Z TYRE W "Ce/Im K' /i"?Ir 0 /ND /GATES C6WSrAZ1e710N OF SMEET L/G/dT ENG /VEERS REa/ /RE"ENTS W /ND.eATES CYJN677PUCT/6N OF F /RE 11YDRANTS SEE SHEET NO.2 Iz /AIL) /CATES EXISTING STREET L/6, TY SECT /ON D04 11VV1r47ES EX /STING F /RE IIYORAA/T ENC /N /T�4 S �$OULEI/.4R0 /NO /GATES /01WCCT /ON OF 0,44 /NAGE - 0 - /NO /CATES "A9r. MA. 40REC7 10A1 OF SEN/E,P FLOW (WITH /N L /M /TS SHOWN ON SHEET NO. 3 -•0- INDICATES M.N. P'0 /,PECT /ON OF S1 FLOW O /ND /CATES Sr? -rZ7 SURI/EY A 0VZ1,fENT A'S. /N/> /CATES F /N /Sf/ SURFACE i IAIDEmX MAp z SCALE: / "= ZOO' LELGADIA m a — STREET z161-1r 3 VILLAGE PARK LOCATION SG' S2' ENCINITAS !O /6 0' /6'¢/8' / �—F /!?E HY0A'ANT LGCAT/ON a �AOE /ELEI! SHOWN ON PLANS \ ' 15 CARDIFF ONLY Y- THE SEA - vARO RICK ENGINEERING COMPANY SLOPES AS NOTED r Q PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS ON F'YANS 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE 714 2910707 �LANA 6EAGH PRIVATE CONTRACT L - 4 "PCC.S /OEWALA -� Q 2 ",R L.�'f CC.3E�OSds 4 "RC.0 SIDEWALK �\ 11 / ENG /NEE,GS IREOU COUNTY OF SAN DIEGO I,fVZNTS rYPE 'G" CU9B K /G "cP sr+EEr P C TYPE `G "CURB ENGINEER DEPARTMENT SEE NOTE GN/ SHEET 2 7_ee P STS NOT TO SCALE —' TYP /CAL SECT /O/V PLANS F011 TNF.1AAamHcm,C /T a XBOW LANE VILLAGE WOOD PO4D, VIZ, LAGE P4Rit'U/I/ /TNal3 - E C?O WiVS NAY, BLUE AGH COURT SEWEQ Al,�E1�ICY COUrITY APPR CHANGES (W/ U/ B .$/,/OWN UYSIIEETS Nos. 0151 4,5G, 4'7J LN D1E60 COU/viYFL00V CO3VMOL D /575/07' L&Ied1I4J CUU/yTY Wd7, .1 �7.T/Cr 49Vr VENA/4 /N 4&A1 /C Qdd 14071'71 O 1517? /CT No . D Approved By Date BENCH MARK T Recomi n d fwApproval PREG�+'r' - C. ✓. f/OU3'TON 11LljECiO/.1QFDE,OdlITiNEN% OF — - C•scriPlio ^. " 1 N PIN 1 T T Approved Si1N/TGT /ON 0' FLOO/J 040,V7 OZ W.STEQ W01 4PPd?V1 NS & sd_Z%AW olL� /99 - Subdivision Engineer ngimoor �v�ed,& y �9OY[E EN /�✓EE/7/ Locatio ACT 19 197'1 SEWfQ .1. ✓EO / � l7 7 D ACROSS FROM P.P_111955A Engineer oiwork Checked b MIC:O>ILMED f3X /-3,/ /,/ _ n :wev8 /&/- l4e A91511-ICI R°cord From: COUNTY BENCH LEVELS I T.M. f !>/1TE 8 -z 7- 73 .� - e o0/ -128 -/6 EI 129.773 Daum: U. S. C 8 GS do .JEC/I�4QY A/G 1145/? -0474 APS ro�B 7 FILE NO. PROJECT NO-Al- W *PER IF RODNEY STOKES CO. SEWER LATE RAL TA15LE GENERAL NOTES SPECIAL NOTE WATER NOTE LOT MAN14OLE INV. ELEY LAT. ELEY INV. DEPT LAT. CURB STA. REMARKS Ft 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 PROVIDE MANUAL AIR RELEASE AT ALL HIGH POINTS. M.!>!i1h NUMBER STATION @MAIN @ F2 BELOW LENGTH ELEV. SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY 6408 249.70 253.00 6' 28' 259.0 5197 4 "= Li1TEL7ilL 9/ZE DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO PROVIDE BLOW -OFF WHERE SHOWN. 633 L 250.30 253.40 a' 28' 259.40 6153 4" B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDER - ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. -? a 2510.440 253.50 Co' 28' 259.50 a /GO 4" GROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVI SIONS SPECI FICATIONS CONNECTIONS TO EXI STING MAINS TO BE DRY TYPE. .562 12 25110 254.20 G' B' Z60-ZO 7135 4" TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION'OF EXISTING FACILITIES. 1. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TIME AND DURATION OF SHUT DOWN OF EXISTING MAINS ,SG3 /? 25/80 254.810 a' 2e' 2GO.eO 91/ 4' TO THE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE SPECIAL SHALL BE APPROVED BY THE OLIVENHAIN MUNICIPAL. 1 8106.6/ 25185 C) BEFORE EXCAVATING FOR THIS CONTRACT VERIFY LOCATION OF UNDERGROUND UTIL- PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS. (SEE NOTE THIS WATER DISTRICT. 5aG12 25250 255-40 6' 28' 261do e17a 4~ tic (TIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUC- SHEET). 5656 253.00 256.00 a' Z8' 262.0 ,9139 ." TURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. PROVIDE FIRE HYDRANTS AT LOCATIONS DESIGNATED BY .540a a 2-3.410 256.410 c' 28' 262. 10/00 4' 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. SHOWN ON THESE PLANS.. CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF THE STREETS. 567 a 254.20 25700 a' 28' 2.10.00 10157 4" A.C. BY A.C. ON LINE VALVES WHERE REWIRED AT 2 /101a2.2G 254.22 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- 5616 R 25..90 25750 4' 28' 263.50 ////5 d" 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 597 L 254.90 257.60 6' 2B' 263.60 1 /f2/ d" SHOWN ON THESE PLANS. OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWING POSSIBLE. 17 U 23 . 305 -2 306 -1 . s69 a 255.50 257.40 G' 28' 263.30 11182 4" E) CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC COMPANY PRIOR TO ' CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM 598 L 255.610 05740 a' 28' 26930 / //9/ 4" e. 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 C INDUSTRIAL SAFETY FOR A 5710 a 256.20 257/0 a' 2e' 2a3./O 121.44 STRUCTED FOR OR TO BE TURNED OVER TO THE OLIVEN- COMPANY REPRESENTATIVES. TELEPHONE: 232 -4252, EXT. 1658 DARDS AND AS DETERMINED BY THE MATERIALS LABORATORY. ALL TRENCH WORK WHERE FACI LITIES ARE TO B£ CON- 57/ R 2.56 1 256.80 a' 26' 262.80 1310. 4" 3 /31/6.26 256.96 F) CONTRACTOR 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 572 a 257.410 SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY 6.40 6' 28' 262.40 /3165 d' OF WORK. REPRESENTATIVES. TELEPHONE: 298 -0595 K.. S78 L 257 a0 25635 6' 24' 2a 240 19178 d" SEWER 573 a 258.00 256.30 4' 28 262.20 74126 d• G) CONTRACTOR SHALL NOTIFY THE OL I VENHA 1 N MUN ICIPAL .WATER DISTRICT PRIOR 1771 258.20 257.40 a' / 262./0 14140 4^ SEWER MAINS AND LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE LEUCADIA COUNTY TO STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE HIS WORK 576 L 258.25 25740 G' a3' 2G2.Gb 14- d" WITH DISTRICT REPRESENTATIVES. WATER DISTRICT SPECIFICATIONS AND STANDARD DETAILS FOR SEWER CONSTRUCTION. ,575/_ 258.30 256.70 6' 45' 26180 /4/52 d• H) CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS COMPACTION OVER AND AROUND PIPES IN EASEMENTS TO BE 90% MINIMUM, RELATIVE COM- S74 a 258.40 256.85 6' 25' Zal90 ldla2 d" PRIOR TO STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE HIS PACTION. 6 0100 261.3e O 40W C1.QIG'LE WORK WITH DISTRICT REPRESENTATIVES. TELEPHONE: 753 -0155 242.10 2Gd.1 38' 270.10 0160 X =1_4TEadL 5' /ZE ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 48" (INCH) MINIMUM COVER 639 Q 2. "AS CONSTRUCTED" WATER LATERAL LOCATION SHALL BE SHOWN AND COMPLETED ON UNLESS OTHERWISE SHOWN. 638 a 262.30 264.50 THESE ORIGI PLANS PRIOR TO "NOTICE OF COMPLETION" (SEE SPEC IFICATIONS 637 12 262. ao 244 .810 a 6' ST 270.50 0175 4" 4 5' 27080 0195 4" ON THIS SHEET). ALL MAINS AND LATERALS SHALL BE TESTED IN ACCORDANCE WITH Z. 0. W./0 s E W e12 6 6 3 L 2a2.eo 264• Go 6' 35' 27x.6 1105 d•' 6ReC /F /Ci1T /Or✓S i1FTElI /NST,SLL OT /O/✓ OF/JLL OTl /EP UT /L /T /E5 635 L 262.00 262.90 6' 38' 268.W 0/56' 4" 3. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE "COUNTY ENGINEER ROAD DEPART- 8 /110 2G3.o3 MENT" FOR EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY. ALL LATERALS TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. EACH LOT SHALL BE SERVED' 3 101010 257/6 BLC/E /JSfi/ CT BY A 4" V.C.P. a 1..127.12 258.47 4. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND SET AT A MINIMUM GRADE OF 2% KITH A MINIMUM DROP TO MAIN Or 0.3 (FOOT) AND AT Goo a 258.910 a' 3e' 26X 2,0 /1510 d' =LdTE77dL srzE INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT.THE AN INVERT DEPTH OF 6' (FEET) BELOW TOP OF CURB UNLESS OTHERWISE APPROVED BY THE 25.2 PACIFIC TELEPHONE COMPANY. LEUCADIA COUNTY WATER DISTRICT. SEE PLANS FOR SIZE. 60/ a 6 9. 20./0 4590 6' 53' 2a750 2/00 d" THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. 516 /R 260.30 259.90 6' 40' 26730 &07 d" 5. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN T H I S SUBD IVISION ARE 579 L 25-100 259 G' 4d' 246.80 1195 d" "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES, GAS THE CONTRACTOR MUST SECURE APPROVAL FROM THE INSPECTOR PRIOR TO BACK FILLING 580 L 260.40 25. 6' 3o' 26700 2112 .' PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS fl ELECTRIC COMPANY. OVER ANY WYE'S. 623 R 25440 25-.70 6' 28' 26/.70 1 0165 OXAO09W L /Y _ 622 .? Z-56-70 258.30 6' ZS' ?a-30 //28 4'- z47 S /ZE 6 A S , �MPROVEMENTS, BEARHTHETCOSTY THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. 62/ a 25a. 90 2600,60 6' 2e' 266. //95 d" ago OF RELOCATIONS. NO REVISIONS SHALL BE MADE IN THESE PLANS WITHOUT THE APPROVAL OF THE DISTRICT e 2ao a-aa G' 2e' 0 2160 4" C - ENGINEER. al-9 . Q 264640 26 G' Ze' 27 60 324 4" 7. CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRI 48 HOURS IN c/gR ZG730 16730 a Z9' 275.30 3190 d' ADVANCE OF SEWER CONSTRUCTION SO THAT INSPECTION CAN BE PROVIDED. APPROVAL OF THIS PLAN BY THE DISTRICT DOES NOT CONSTITUTE A REPRESENTATION ON a17 Z6760 271 GO G' Z8' 277,60 4148 4" THE ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON EXISTENCE OF ANY UNDER 6/6 a 270.90 272.80 4' 40' Z78.80 4/73 4" GROUND U T I L I T Y , PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. -,02 1- 257.00 25780 ,' Z8' Z,3.80 alas F / ✓E /?UWi' /5 W�QY STANDARD SPEC IFICATIONS OF L.C. W.D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE 603L 259.40 24040 r; 28' 2,,.40 11,?4 4 "= Z27Z/adZ.61ZE DISTRICT OFFICE se6 e 260.70 2,200 G' Z8' Z,B00 16O 4' 604 L 260/70 Z,3. /0 G' Z6' 269.10 /,184 d° ALL CONCRETE TESTING REWIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE 595 R 243.20 264.80 a' 2e' 270.80 2/22 4' CONTRACTOR. coos 26. .00 265.70 a' Ze' 271-7o 2144 4" JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT. S14 R 245.50 267.30 a' 28' 273.30 2/92 4" GoG L 2, Co. 40 268.30 a' Z8' 27430 3/05 4" ALL PIPES SHALL HAVE 4 -INCH (MIN.) CRUSHED ROCK BEDDING, SHOWN ON L.C.W.D. STD. 593 R 268.00 270.00 6' z9' z7G•oo 3/d4 d" DRAWING S-12. 607 L 268.80 271.00 G' Z8' Z77.00 3/70 4' INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. s92 a 249.70 27750 G' ?8' 279.50 4105 4" 608L 270.40 273.aO G' Zg' 279.60 .131 d' 591 R 271.30 Z75. /0 6' Ze' 281 4/6, J. WATER 609 L 272.00 276..0 a' 28" 282.4 6/95 ." WATER MAINS AND LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS ,5_ 273.00 277.90 G' 28' 283.90 5130 4' AND SPECIFICATIONS OF THE OLIVENNAIN MUNICIPAL WATER DISTRICT. L 273.60 270.90 G' 28' Zed 90 5 /SG 4' ' R 27•x1.(;0 280.60 co' 26' 286.60 5'193 4• ALL WATER MAINS SHALL BE CONSTRUCTED WITH TOP OF PIPE 48 (,INCH) BELOW If FINISH G// L 1 275.30 281.60 6' 28' 2876 6/16 d" STREET GRADE EXCEPT WHERE TOP OF PIPE ELEVATIONS ARE SHOWN ON THE PLANS TO IN- "a Q 276..40 283.40 6' Z8' 289.40 6157 d" DI CATE OTHERWISE. a/ L 276.90 Zed. 10 4' 28' 290.10 6/77 d"FlVE CROWNS WAY A !" WATER SERVICE IS REQUIRED FOR EACH R- I A LOT IN THIS SUBDIVISION. a 59°,J L. 264.5°) 26710 6' 28' loo /z /55 V7t[d66_ WOO/0 a�13 *8 634 L 254.50 2G'6r .90 6' ZB" 267. W OfTIJ 01Y1d01 i WATER METERS TO BE LOCATED BACK OF CURB. SITE GRADING ACCORDING TO GRADING PLAN DRAWINGS L-6711 ALL LOTS SHALL BE GRADED TO PREVENT PONDING OF WATER. i I RICK ENGINEERING COMPANY PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 - TELEPHONE (714) 2910707 PRIVATE CONTRACT Z_ j e SHEET COUNTY Of SAN DIEGO 8 � ENGINEER DEPARTMENT SHEETS i � [ 7•.� -. - PZAN5 FOA THE /MPROVEMENT oe FROM" V/L LAGE PARK um NO, a t ,�. f �r COUNTY APPROVED CHANGES EENCH MARK AMrowd RY Dar. Re omm ed r Approval Appr d ` No. Dsner iP l loa Descrip " < Y Atti11�D Phan. 0 IRON Location: Subdivision Engineer Engineer ^��1Il�eiiYYM11CCC ' 119ris2 -P Engineer of work Checked by I Rocord From COU NTY 129.773 D a r anr; U. S. C. a G. S Approval date 3?LEO 3 S. 5/z8 47 FILE NO. PROJECT NO 5031 l 'PERFECT'naorILE PLATE A RODNEY STOKES CO. AO C 4D s-LLJ/I/3 L /NE I 2719 ?65 c y 10 Q ti ti Q o TlJ/>!JF/VLYGL //7f.T 4"1- �4"1- h �h NLY �' " \ " /� EL. ti ll E T J!/ 261.7 ���I 4J h \ I 5 W Y /S"l r/p / V \ O LE!/EL ?3B. Af �I ,,A,C. j% PULL ✓0/NTS /N t� 1p VERT, CURVE NOT Er /9T. /P " ~ ° LEVEL TO EXCEED 2 PER 1 f 4 7E.P / Z 10 1N7 E - x /sT /4/G " • � �,QOf %L�';�I �� � ° \ e SCAL 6': //Z /" , !/E'RT ti� ti� �� ��i �� aC h\ h4/ NC 265 "\ ��, M: ti, $ EX /ST 30 "If C•P - h� t-1 "\ Ij l3lJULL'!/.4/7/.7 " - SCALE sEE r/H -MM -Z /32 133 134 135 136 137 l3B /39 1411 /4t \ � i syT g�� m V h v 574 h lr TL EX /S2'? ��, 0 56,5 566 567 \� N m 572 579 0 / tit �� A -r. h 5�a oo �0 568 ti 569 570 0$ 579 m d 1j,LA` j 3 h � o \ h4/ pE' I - - 'W S JE,v j / V Y O ,r73- //9/53 —�G 4 O N O �2 `� N t1 ►: W it — — 5 ' y H ` , I h _ —_ — — a 1 — // 6?00 _ �ih- -- C L '� 1 � E SO "W,arER tZ1 �DV PB ?MA• /G Sl /S�1YJ9lnN fgOl /N/7ARY /39 - '� s r JZ "WAr ER }� \ 'O r WEawol IP ET l4 0 / fEGrif�'O i>ts 0 p �- — _ _ — — — �T r y\ g�6 /E SAN O h M — — — — „ piKE TU f7EMA /N YE. 14/ 6�t/L!N /T.49 Q I 04 /a EXIST fM//f70 0/- 1//7 (sAN/�'/4/�Gl15IZ/J� n /E /g7' /c.EZ 'd o • L_ — — — — F — — — R y ' ¢5B �'G 9lfT. 11 4P59Q� gR / °065 v )!? Pn /KE• / / / h SEE g h. (Fnc� 19T N' ¢> PE R ~ Y C I 1 Q EX /s 090./ 0 / =6 ~ �" 2 3 o RICK ENGINEERING COMPANY EX /ST/N4 CeMe&,T L/NEL7 y/ PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS COiJTED STEEL .o //�E -�_ 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 241 -0707 l �— - - -- I I — PRIVATE CONTRACT 3 Q ✓ • :.::':. •, i SHEET II COUNTY OF SAN DIEGO • I �` � � U ILT ENGINEER DEPARTMENT SHEETS ENC /N / rA S ,BOULEVARD EX/8T/NG /MPROM MEwr PER " '' '' PLANS orw 71.12 /MPROVEMENT OF V /LL AGE RA ?A UN /T NO.12 W /T/V L /iYE VOL VE 1 I. ` p e-' I ENC /N /Ti4 S BL Vim. T.M. 4/0.3126 - Z S//. N0.13 .v r;.,, a k R F o a .. O Q r A0A,cTEP __._. _._. ' IN V 11.4A6jF PARK UN /T NO. /3 2 F,Of3l1 /C/JTE/> STL. TEE oEP ST/J. 3'. COUNTY APPROVED CHANGES BENCH MARK Re de or Approvol Approved O ,1UTT. S %/IGA OEQ STO. OWB y'�STX� .S,Q'C3. No. Description Approved By Date %? "/UPON P/N fNCONCfTETE STEEL Description: t `J� ® STL. SPOOL FL4X,4C4 /NEN,p 1 ,Ap JkAwrAWrlrvo✓ir.Qiii�(1�,. _ le /l7lt7 0037 O.C. 007? y; Subdivision Engineer u '1 — y Engin Location: ALO eer ttl. + 0.5 M/. N N' NG 54A IM O FLGNFEL7 5 41 r7 qFY Y VA l-vE 2 Aar FE RtOl4l7 ,4ClOSS FROM 1TJ9651, Engineer of work Checked by T. M. COUNTY F�-fENGf1 LEVELS .M. CO/YNECi /ON TO STEEL /,oE - �ET.O /LS A royal dale Record From: // Elev: 129 77f Dotum: L/.SC. .4 S . E 416 Appr o val (..�o�.+ 34M 3 �• NO BC,GLE ,OS- J$a i�r �r �ol�s(n FILE NO. PROJECT NO IV—" 'PEPFECT'PQ0FILE ' PLATE A RODNEY STOKES CO. �ti ���� N a tiNLYGCI,Q�Yh ?AIDE � Dc R a, C ®n►n bDM �y� titi ti \ ti ~ ti ti N �bb �'+ �;x ti \V ch h h e/4= /L7B' Q/4 =/✓ N I L =4Z /Z' L= 47•/?' L =44 T3' A1J48' 41740 / 7tf C7rYGUPFJ a 4 1 NZY AND EX /S cti I, b e T 20 TYPE y ?55 CURB INLET PER h TN_° 3226-2 D � D M b / h� \pb M hD C \ `C hi y h1 o x b ti b \9 t i � �14 T - 13 � � REMOVE MAR. eeyy n / 1p �y ° V ^ \ ti k CAP ASSY AND N rO EXIST /2 ,4,CPC tij �1 CAP 4 SS' Y COX Q 8 NO. DELTA OR ON. RADIUS LENGTH REMARKS Q \ -- //YVLQT GRADE v W gh °zz's6" 1409' 2n6/3' cuas a Q Q /NI/ERl G,P.40E ti /sz44'e " l!CPOD .40/ INVERT GRADE- — 8 aennn °w. 15100' uiee h ti ti /3 R Q54nn'B"l!C.I'C71I40% s _ s � ,� ..s •0oan "w c /6LI.DD u 44 rrP ks � 0497% M " gas nnn0 " /s.41 ZuAW /Nl/ERT GRADE p55.65� " 6 4= 6409'27" 44' 44.79' Cue.3 71 exniiI E � 12 R 01799 % W h TIJ� LIF SLYG / ,�AC7E df'AM !61.93' 6u/li3 c N �e•40'an'w. sa5nn' cube Z50 6Z74 65 0� t \� 9 /0 OS n /738 /3 � 249.9 ' S. sr � /gT B `C REMOVE EX /ST PLUG h � Q' b // 0= 2 ° QC1'00" /391' 5G..o5' SEWE/Z 0.99 Y° d CONNECT TO EX /ST B"!!C.P M \ �i V / Al 8 /99.!. SE"{YE•Q 8 Q a �°\ e ti� 3 N.38 °lx7on "I4 15444' SELt/EA' 6 by � � � a Q ' / N. 38 °44!74 "W /5T 44 96WICZ 25[3.92' WWfJTEA.' /• 70 - 39. 27' 06 0= / ° 53'46" l3Bl' 45.43' WATEC .�.�a °4nne "w zsQ4o' �Ar�-a d =62'31 %O' d =59 °/236" / N38 °DAll4 "![! 122.4n' W/7rsz - R =38' SLY SCALE= hv' / =¢D" l/E"PT. / "=•st' 79 0= /n°/7'3a" 1391' 249.91 20 O= 2 °20214" /391' 56.GS' 1 / W-16 199.44' 255 5 6 7 8 9 141 11 IZ I3 14 2 N38 °4nan "w ?�on h ? N.52!/4'44 "E. 1ZDD' j h N. 3e n4'4n "W ?49.44' 1r�.4rE,e EX /ST STO-fm ORfll/Y EASEMENT 3 PER DOC. IY_° 73-101177 DATED 4X6.73 y 3 3 9E77/.rI,V /7ATA R4F7Z19N/JA7A Q 46TUyiy�Ar4 h (v QEraaNS) (g4 E UPNSJ Q (94TA/ PETUPN'S) Z L Stb /Z' L = 47/1' L = 47. OX/3lJK/LANE e p `,r MSeA90/,4/,f Al/,4Y e%3Ll /EASf,JCP. Q 577 9EE 9N7.' YES 9A17'N- 7 Q SEE SA /T. NQ 5 e, .578 p v s6' W sz' SE C\+ s6 Q 623 602 W /n 1 10 /a' to � 507 ti 598 � 599 Q V R S T. Rn. !'034 bl E /° I a �I /a I g a a �R v 1 /n• I v M DI W `' G ',2 d ��a�, 633 y I a I h �h I bl \� y1 hit .� �'- \ \ \ \ I 7I f \\ \. cam y .c \�' \�1� 4 1• .:• . ; %: >..'` .•.�7. • ., .: � `. TO -•. Y i. • r 4 S � /I — m.. _. .. ' .:[ .. .r.• •.y;:.k• ..+::'" 4:. +2Y.7.•.:r ••f •C .a.1, 1.. {•. :: 1.. .....••: ..r' :: +. .. \ y �c<` It �� �oeln�vr�,uus1T /4N4A A 5�4E'/ll 0P4 /N 9CE / 33 99 — I 14 �a CID • � i � o Q x •s �. \ Q 0 x x b x b 'h � V N S N�� �� / STd rry, Ns7� • �;� �/ �, o � � � h W m \ C. �\ � ,\ h \� M` �� h �� �� \ � en y''J E vyN ►� � x 9 Q � �I 9 ` 9 � S D S cy � S \ ti S � S Q S Q ki 9 b S ✓ �\ M x S �l VI q 0 ° 563 3 564 5(0 5GG 5 c ° 568 .569 ti 570 `; 571 p M 572 573 \\ A a� z3 0 s 662 �, v `� >o� �ti�a 1� w ,�(ol Q 3 W 560 �m N ab Qh RICK ENGINEERING COMPANY PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS J /0'EASE)WZ - Nr GRANTED TO 7A1E 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 1 w 'f 0Z1VrN1-1411Y MUN /C /PAL WATER O /STEP /CT Q C o PRIVATE CONTRACT l -67,, I II N PER 90C.119 73-231-374 DATED 8-20 - D � o l �b SHEET . COUNTY OF SAN DIEGO 8 I V I L L A E WOOD /e?0W /.7 F 1 �° Icy ENGINEER DEPARTMENT Sr1EET5 AZXNS CVW Z.t I"/ RDt /EN7 !If IAI yILL.44E RA,gK UNIT N° I3 COUNTY APPROVED CHANGES BENCH MARK a$ No. Description Approved By Date Description: 1 12 1 ' P4N.`1N /N 64NG.PE7E• STEC4 .4WS7' [ 1mrd f Appro�a Appro ed I / ubdivizron Engineer ty Engineer Location: � ocaton: 05 ! QL! N'L AL DNI ,P,4NC SAN .4 FE T AW,412 4,r1WS5lWz*2Yl P..G 1119552 M Engineer of work Checked Record From: by CDL/NTY/3ENG/./LrIXELS _ T'M' Elev: /Z9.773 Datum: L/. S. C. ys.S. 9416 Approval date 32Z� -3 „... „ Q / 7 8 2 8 193 e .t - �V 4/L.T V-« - 1973 FILE NO. I :�- PRO,EI. N0 503I •PERFECT•PRMLE i PLATE A RODNEY STOKES CO. Yi vc. ronnrz'z1;e' ' e o� 20 l.PA/JE ti N x QX/9n LANE j 1 Y70 / 8Q44' 66 -66' OA/ CURB RW � I / S ON CU4fj Q q 414 o G/4 e14 e/4 C M t Alt 4zh ?70 � a � gr �QA/7E 0 � � \ 4.t'A/!E!/FLOTpA/J n{'E.P SEIYE•P ' \ p J 6 " �1• � Q V• / t� h �, R � � E.1' /9T I I e 1 J _ � —_`c //VVE�PT GRADE INVERT GRADE W 144 � �CAP AS S'Y a y ,GR �'� � B A Q461 B ti �\ I PEMOI�E/'L! /!,CONNECT W Q OX�ROIW C/!rL''LE �' 6 A Tn Erisriu�; p PI?UF/LE N �R INVERT GRAD SCALE�� -1OR /Z. / " =ZO' ' INERT. 1 " =4' /2x12 e' dc� n. 4n� ID h ° TLJPDFGUR/3G.PAr9,C ?�TlI/'!/F 5Y Y O 4 VC I N Z70 4 14 d/4 ti 0 "° �RLJf'lGE'� BLUE' ASfl CDLI�PT ` S'LY 94.43' UN CURB a14 0 14 d1 4 4 14 G6.G6' ON CURB RETURN Z6S ��n � � - 1 O TA RG. RADIUS LENGTH REMARKS d k� / an / n I =t '? 98' /6/.98' Gl/.Cd � PV 3 .6 " W7 T9' 776 I 4 N.✓ 76.&7 GLbe1-9 `° o !/IL L A!£ N/L1lI/J R/ •aaoa- : /27. /z, 6 Af 26fe t0 E Va- /O B,Q 3 BEE Sf/T. /Vp 4 .57 'On "E. 46.00' it Ea 639 OXISOW 4ANZ- 56' � c IM 9 a Ign. v .599 �, 600 N.3B' "w. 2 ov' t W V4 I _ 9 I 2197.93 PC.i? n Q � 4 � � I /•fir /6,�`%� g I � I � � t ' SP � �' � sell f 4-111 4/0. 40 C _ -0_1 OXBOW C /Arzlf gTGT. a CP. 2 I `C/NT. 21443.85 OXBOW LANE p4 g" l C -1:*. - ; If89.77 P.C/>?_ 3 A „�C' / W �9 6 �'A ' v SEE T.!!2 327(0 -Z 9EE 9,i1y' N� 6 578 S � /14 �� e ' v. c.� "r 144 !O I G35 �Q I PER T 3296 -1 roi 579 / till. M RICK ENGINEERING COMPANY R TH R MARK \\ I° r �� E B.� �0� PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS < f> A1d0 '.'K/ 22' C 7 / ♦D 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110• TELEPHONE (714) 2910707 ! �, Z N.40'20Gb °W 1/0.00' SEWER �IOo / ` PRIVATE CONTRACT I 3 d = ?54' ' ?O" 38' 168.87' ClOge 4 d= 1 ?TlB40" O' 1 G6.66' CURB I ' ^ u 0O / � - -_ __, ..._ —_ -_ ___._ _ -.. COUNTY R DEPARTMENT SAN DIEGO 5 7' i a .�0' Coa MW46 0 � �` G �E I_ �I • V T SHEET SHEETS �I 7 ENGINEER I • c �* All 6 ii/40 ?OGn"N! 99.22 WgTER "� /I� CL E� ILT PLANS FOR THE /MPROI/EME/VT OF e OXBOW CIRCLE I z t> ,.7.7_ ( BLUE A614 COURT � y� Aiwin B. Rick s a r 6 Date y /[CAGE ., ' .E PARfI UN /T mg. /5 COUNTY APPROVED CHANGES BENCH MARK No. Description Approved By Date ImN tul /A/ C6WCRETE STEEL most Re n m d r Approval Ap r ed Description: •.s -Jig s /y �ji'�// o /(j /149 a`+• Subdivision Engineer my Engineer T- Location: 0-, Nz ✓. Es , J �QD C 6 Engineer of work Checked by I T.M. Record From: CWANTY o orl -r// LE�'EL5 T EI•v: .12W. 77Y DWa afC. f'G.S. - Ap ,32j6 I PP oval date SEP 141973 FILE NO. IIMG IM- HIM MIGAQALMED � PROJECT NO � l i •PERFECrPROFU-E ' PLATE A RODNEY STOKES CO. cfs. aEr ° /1 C3. ca t ° /4 °/4 "14 N Ti Q G V G �F `� 537 28 0 V h� °� ups b� �U V o p v ti X2 o. N N v 60 N N V It ✓•C. 4 45.40' Q b° R/.= 260.90 t Q.lS ° Q 000 N� 280 Q.1 / h ,7E 1l�ENT /CrIL pE a �� G h �` 0 I //0 *wC✓1 n o a � 'R* i PO /N78 0000 Fj R% Q (gi t9 N l4 N I /N75 O h y ¢� 260 p ,, c p — N a � !N yERf 23 .85 r, 000 r BRA jai J 6 P r GRA p Q O I %4 `' N INS 08 " _ — NVER o Q Q V � A �pC.P I Z I N� cQv h — /t/ATI /OPAL �,P4L /NTJ o TUlW l,2DL /N/J V I oh hZ 00 � ,4T� Q B cl l F m p / tt� I� f �� I ti 4 a4 ° 14 A14 ESQ Q! I /l7ENT /CdL I P01WX$ L O � C op VIN G 6 �• ti �� fps � aui I SOP N h� csB fIET. M 3 o OXi60W L ANE S y r n N N N 5C.dL A10A71Z. ^,d6tt, ✓E/,1T. P" =.d' II _1 i tic Z"�/j ✓ 226- 12 DELIA 98 lak. LEfiTH R MARKS D �q 2/ 0 J• �' ! N.4D'40'00 "E. 142.57 C ET D �• �-c o \� %P � a ly Dti Q��►� 2 ,V de 4 0 oo7E 90. cuo� I i ►�p� d• 2e2 /6isl CP> 3 3 \Z (• _`' 4 d !T'T '14'40" 316' 208.38' ct/aQ A 30 ' 9r z \`'% \ E% h 1� O G��E �Do1 GPEG� A'4D°40' 347.17' cu�t8 a 3 , g �A \• \\ pE, D . J ,� �/ �y t lr' p. N.49 00 34T 1 Ill ' N / OXBOW C ap�� �� / \ ►�yE�►E �� �E ti p rc D �4r4ocn'� �w a { 56' !0 SEE 8M/EET No. 5 •q �p / •- � \ 5 \ti� (� D '�• ��• 9 iV 49 °4p'00"E -. - 150.52' 9EWE/1 I 0 635 N c �� \� / p 0 ri• f N.49'40'0V-.' 394.37' g` N I QIQ 0 HIV R� A Ci ^ ty ti ��` d= 44's4'S5" 300' 235./6' �` TOT. Q�� \ t h I o I 7�0.2o _ =� h I 6 4 0 • A S p ,�k�' g N ' �� P I L —_ 6 OA 1 411— ° ••E n � 1�'Nm�1 J �P��� �' I —{— a s �, 30�� r r RICK ENGINEERING COMPANY I A PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 8� 0 O� I I �I tt " Q w s V 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 0707 OQ S S C S C 8 ti S S PRIVATE CONTRACT 620 y 6/&P ro 6�� - - - - -- -- SHEET COUNTY OF SAN DIEGO —. 8 t ; o ENGINEER DEPARTMENT 5 AZIJIVS 1 71/E 1AIM006MENT OF SEE SHEET No.4 7, 1;­77 OX/30W L AME axis y w L /J 6,l' n R COUNTY APPROVED CHANGES IN V/LLA646 /- 2 1-1&/l U/t //T No. 13 BENCH MARK Recommended f Ap A No. Description Approved By Date � pp oval A t. D escri p tion: //2" //ION,o /N /N CONC/1ETE STEEL /�5T i ,Oa S!)!lCL7 (�wQifNr /a /i3 /n GIG 0072 rvision Engineer u f ngineer Location: 0-5A &Q4 NL . GLON6• QdNC S/1NT4 FE 170.40 DCI $ F!1CW .. 111965 — Engineer of w Checked by T . M . ' IE� Record From: COC/N7Y .MAICL/ LEVELS /! Elev: 12 . 07 x? Datum: as. C. d 6.6. Approval date 3226- \ t /VSO aN /GT 4 (wwr /°3/97 R. E •94/6 $ Z f SE' 1 a 1973 FILE NO. I PROJECT NO 5031 t 'PERFECT'PROrac PLATE A RODNEY STOKES CO. I I' I 47 12' fag \ V �i �a=7B Q �� of G �_ QQO Ci O 4] NQT1 1/701 0/7011/%/0 i � � --�, -- QWu , /.DENT /COIL P� NL CB L NN \9 0 I ti1U /NTS /DENT /Ci1L y� N cq Z ✓ O S O N l9O F 1 n g jVOWS I /DENT /CdL O `i N 39. NLY. CB. 7qQ vd cd.a r. Q Il�A' 260 ai =a� F.� �.30 S261 "' I N/JTU/1 0/IOU1✓/0 47.00V.C. 'PI -263-j(2 j =263.12 G /OENT /CdZ 3Q� \ 0 V .o0 /Ni3' i�• � i x H V N E V 0 0 CN� N I �Qn \ O 30 / / I•o0 /Nr5 O NQ 0 0 151 /0ENT 14Ci1L cP l FI% 'v I I /xYN rs � pan e N I �, n A >V RADE PO SC. 260 ti _ I I V Rpp b�1 h " n•G P / d hC I �' BI �• n f� t��• 26.87' B"'l!C. E.� /757.' i 4 GRA O v` E G�5 G A DE J R bJ sEir.v B3rr� -z 2 O � INVE P T oU /NT- 4L I E I I CAI, BwGn I . y.Cr' 2g W i I �s� ~ B I z� N � � �r 290 B .0712' •ICA OF Q O Q =�/ia' Q o OF Col- I iP�� � ?O fop ; N N NO 0 ne 47 12' 414- 78 /VE C /.?0Wd/S W40d Y S Z v C 21 60 ; 0 1 Z 3 4 5 6 7 FO,Q 1"1.°/-01/. SEE Sf/EET 8 CB A!Zr /JdT/1 V 111106E °GRK UN /T /Yo f2 T.M. 3226 - 2 i L s 1-= 39.66' a 6' g '� P ` rp/0 w 3 VI , p No. DELTA OR BRIG. RADIUS LENGTH R MARKS m DOB N 8 a v �p 9� ° .30 �� E 00 9 82 3K! 05' CV 603 604 m 605 6016 607 � d - 25 4. Ca.4W � _ � p0 \ .a6.3000 �1•• / l y B p � 0.•75'.'1000' /O/8' 97 51,75 6 N. 52'00'00 "E• 318.05 CU.P.B G _ P6 � � � •,, M rhl � � � ?4.62 'OY! "E / W - 4 7A ER yi I ` 7 r W 7 tj •.. ' /n. /v — — � Q � r•.,•::•••' � �ZB. O F / ✓E C / ?O ✓` Y � /N . K N. . ?6 vi �•P�ii I V I � � 3 WN WQ T -00 23QS9' WiJTE� ' 4 ` ��s� q � apl :Q � :. ,. •, � •::.u.cs :.; • :, .. , :,.., :;. :. � :... 2 - �� (� 3613/' SEWE.4 Q[7 r T. MON.9 �, "A•C• i st4C/ AN.4GONlA CANE � � ! N. •5Z °00 00 E. 3.74' SEWER u 9 a r ) dr 5'30'00" 1000' `IS 9 SEWEQ 2/72J V7 (� 46 E 0'00 "E. 2.95.71' 6WEL? �--- _'� N. �I t1 11.62 ova UO'E. 36605 0 �O — — — — — ' : •cv :: •.::_:.:.,.: -,.. _ — •>!�f..; .. �� c,n � I Ci 1 ) (\) 1 d. >5'30'00 /nnn' mss. ��' <� T a � •� ., � lee 6 C P� SP !/ I y nZ v . M� h a I 11EM° M qN (`l 6 N 46 ° 30'00 "E 265.99' ¢ I 5I- W `a l�^t�RU u vl ;Q W� t a v o` ti,; �. o y v � C \ I �t/EET EX /BT l�- `�` �. l ye ► v O SEE V /LLfJGE IL OQ ° s In s 592 ET,o 7 3 Q 597 59ro ,595 a .594 ,593 ' °" Q. g0'W O Zv Mme) �q RICK ENGINEERING COMPANY V//. L /J �i'c W OOD KVA D M • v� � PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS SEE S//EE/ /V o. 4 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 PRIVATE CONTRACT SHEET COUNTY OF SAN DIEGO 40w c'l �.� r ENGINEER DEPARTMENT SHEETS /� I,,w �+ WAY F/ VG Ca W '1V WA 7 ?� pLiJ/' /5 FOi.? T�/E /.N�1[?U ✓EA/ENi OF G �1r� /y 77 F Meet :......... Fi .... vE cr ta wn�s WA r^ P�10 •. IN V14 Z44646 11 ZIA11 /` /o. 13 COUN ipt APPROVED CHAN Y BENCH D t oe R UZ /4011 o/N /NCUNCQETE STEEL .o03T Re o nn ed r Approval Approved No. Descr roved 6 Date .. ] Q'� ISItTV < �IgP SfY1QTLdQi�?GM/J'JMN�'.�e�/ ( 7 O.C. 0072 ij $u bdivision Engineer ngmeer �+� * Location: 0.5 M/• Ql/N NZY AeoAlG 9 CNO S64NT.O FE .QO/JI-2 4qQ F 0A"r' R 1119675Z P Engineer of work Checked by T.M. M^'^OnLMeW /2 ° J 77.30!/NTY e /VC r1 L Da umL Appro date Record From: E l C.S.C. �'G.S. .C. . 9416 B Z f473 3226 3 SEP 1 1 1973 FILE N0. \ aaaecr No 303/ II I I t _! -- � A - - - - - I - t I I r -4 _I 1 I I : -� - f - - -- : I ' ! 1 - _ `fit } t t ! t "} - - -- - - - 1 - - }- - -- 1 t ' - -� - -- E . ( ! � I I i i ; 1 1 j I I i ' � f , _ ------ - - - t -� 1 --� I - - �- - - - - : t � - i -- t T �— i } t t— j 1 1 I I - F - 't I t I I - - - - - - - - -- - - : I , ( - - -� - -' ' T — t_ -- ' I 3/.00' 1 nj .L � 575 e wa ,o' � o, n Q n /3'G1'2o "w 1446" 2 C ,s8 cb' - - , k dal 'se°c P __ _ __ __ _ _ _ __ _ Cr RA L ' I (Iowa 49 co a �.P °� aC / / Z �� 1' c� 7• • � 574 T�Q \ I V %3L L PRIVATE CONTRACT \ � � SHEET COUNTY OF SAN DIEGO ( C���Q r / / A � \ �\ ENGINEERING DEPARTMENT X - 05 6 c SHEETS � i COl�1TY APPROVED cI+AN� BENCH MARK /N I/ /LL,G6E ,� U/1/ /i /%. /3 � T 1 Description: � "gi p /N /N CONCPETE.STEEL /'.5T % '.5 /T RR c orn Approval Appro a M1CNgF moti Q5M /.OIIV A/LY. ,QLGtn(S/I2O/S�L X10 ,SOP /Ti1 fE """ u dlviswn E kws. nNtnar G4d,O40AFIRRS f.G "pQ 1119,CS2. nN Elneer of rk CMeked by T. M. NO. Record From. CO!/NTY .3ENCi✓ ZeV4 5 r n p Approval Date 3 ?26 3 /VS /7bM�T !e /177 Elevation: /?J•773 Datum: l�a�C. $6S. WINia� B. lllek .0 E. 8 (�kk FILE N0. ENGINEERING COMPANY County Use Only 3557 Kenyon St 2Z2 -0348 San DIW Calif. JOB No.: so3/