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1209 `PtRFECT•PIIMLe PLATE A 1 RODNEY STOKES CO. I 1 I 1 C OUNF K OF S A N D /EGO TRACT N O 4328- / TYPE E CURB P I f3 �6J 7� �8� 91 /. 5 ' k�KL — TYPE INLET PE(' I a "6" TYPE CURB 20' TRANSIT /ON CUk' e0' TPAN51TlON STANp4 POS D O BflC.(-I OT CY/.PB j l 7 I _ R�'AN W _ _ ly,4TERf,4SEMENT - - 0 y8~ .,rte= CD�PE.P IZ112%0 0 3EP!/ /CE SHs)ll D .20 FIRE ACCESS ROA '� /f , /OT 42.P 5 uP/rs '� / BfAI1VM lZMAW I 0 / 0 CURB AdO:/E RIP OF/S'lA /N � TU /NJl' i /Z � I SEE SHEET NO 2 O � `� • o • ,. c a ` , �• �- &.r%,'2 41191,W 79 P.�4 /OE - O � < e FO.P SlfIOK /y "B•fYlf/ZE SE.PI/if'F CG9MPLYlUBIE ST?.4P I /y(D7E: TP4NS /T /ON MAY /s 3 \ 1 OR/ /VT TRANS T /DNS Q 11 PONZE aV?p .%VIP X/ /lf/ P&,' - 9ZFLLE,P h' /5" °O �/�/ ti a� � ® � BE /N E(TL CURB rPETU�PN ZO AL CURB /'Y3T,91! CO,PP SRlP /COPP MITE �4) THPI/ �0 � AND (;2) OR T4NGENT $ECTlON. DETAIL OF H 1°,9.PA!!E! TO SEE STANOfI.PO OK NO. (7 OO //z " COPPE? SE,PIl /CE TUB /NG TYPE K'SOFT TYP /CAL NO SCALE � E S C 0 ti \tiO / /° /PEG /rf/ Ait/ CYJ,I/C' B.WV5 /, VEI /CT -5 HO G7-5 .SER!/ /CE ASS J� / B.PANr11 P 120E / /'X/ " -FD,PO FT77N6' ZZ- Z9a A.0 MA/rt/ © / y 1 2 cur X 32 OM WD STD DWG. N41 /O ¢ � O m 70 UC SECTIONS . I ® O u SLOPES �S STR zR ON PACIFIC RANCH DRIVE PROs /Lf p 35' 35' c O® s3 ® +t9 so s �' '�' c ' 41 O S110WN ON PLAN �Z R 25' l0' u u u /p1ER N / 0 +00 -3 +00 /21/2 AC /8 DGB /6 NSG6959`d 4o A — b a 10' 25 lGQP�ES 5' / R.C. 3l 15 +40 t0 18 +G0 3+00-7+50/2 AC / e a v I ) � 7 +50 -8 +00/ 21/2��AC/4 "DSG / O o \ 8 +00 -14 +60/31/2 AC/ CREST �- e9 �� ND — 6 O , 2% % 14 +60- 15 +50/ 3 "AC/ 3 f e ' a Z ' I — � 15 +50 -END / 2 "AC/ �A G LORIMER LANE ? l "4 ' 90 zx I (� 0 s 6 "7YPL� •G' ROWD 410 `FUTUQE Cu 0 +00 -3 +35 / ° `'J t� CUIPd tG!/TIEK 3 +35 -EN D / 21/2 AC/ 7" DSG / " STRUC. SEC. : STA. 11 +50 7014+00 BEL - AIR TERRACE s•AC /re'nce /6 "l+css. Q9sx 5TA.17+ AX. TYPICAL SECT/0 _y STA. 1q T017 +SO 3 AC /T DfaB/ 2" AC/ 8 "DSG /6 "NSGO 95% RC. zs ) TYP/G/!L Aw.z mov 8 att5 7: R e 50 t22*oo 3 AC. 6 OGB /9 NSG. t 95 / Ac. MANCUESTEIP AVENUE BRAND CREST za /Yo Sca le PORTION SUPERELEVATION� 5 ° /o MAX. GARNER PLACE 2 "AC /4 "DSG /6 'NSG895 %R6' 23 P\\ O 26 26' TENNIS PLACE t— w ,, N U, 2' 32' Z W MIN. MIN. La' MIN. SLOPES AS I \ SLOPES AS �• SHOWN ON PLAN - a SHAWN ONPLAN c; i ,I 'r� • t,� J 011l� "• s' SEE STRUC. 5 • I �r SEC. ABOVE 6 TYPE G'CURB !G(/T7 ""hOrE' 3 '51D�WZILK EA srDE =? , 9 TYPICAL SECTI ON OF PACIFIC tQ4&C•H DRIVE FROM BE AIR TERRACE - TO LORI MER * +PACIFIC RANCH OR. STA. 0 TO STA /9+30 �PR /UATE STREET) LANE. 0 0 ;� 3 1 TENN P L. STA.2 +92.53 M STA. 3 *89.50 (PR /FATE STREET) STA 14.15 To STA 16 /4 3 2/ I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS W 19' 2 I9' t - �, O O ,� / zo SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL �w 2 1,5 /O.5 /4.5' /0.5//4.5 /d l' 'v , y /i �a5 io WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. SLOPES AS d3 ♦ 3% ._' O -- SLOPES d s WNER � , = � i SHOWN ON PLAN , I %° O SHOWN ON PLAN SEE STRUC. � E -� " M£KELLAR ✓6[OPMENT ? 83- 4786'6 SEC. ABOVE rt I WT. DOC ADDRESS: 1250 PROSPECT , LA JOLLA , CALIF. AIEf/ MAP oarE 12 -� -a3 �. 30 EASEMEN �/ F/LEA M MIN. 5 SEE ROLL CURB SECT /ON 5 �\ Sca /e /" =200' ASSESSOR'S PARCEL: BOOK PAGE PARCEL. TH /S SHEET M/N ENC /N /TA 262 - 061 - 26 LEGEND TYP /C,4L SECTION OO INDICA7"E3 .59EE•T NUMBEje SANTA FE oa,vE Q 262 - 061 - 27 $ = ; ,.+ (ALL PP/v.4TE STREETS) v !ND/c4TES sEwER MAIN r M u =D:_= IN01C4 rES S70RM0A/kPN \ LOR/MER LANE - B�PAND C2E8T \�\ NOTE CORROSION ENGINEERING REPORT INDICATES ORIJ/N4GE FLOW AR.POGI/S /NSTiPEET \ \ // N o SITE 04TED 11 -83 BY WATERS CONSULTANTS GARNEP PLACE - BEL Ala TERRACE + 11V DIC4T• E9 sr RE ET $IGN LXx 90-478b3 414M * 30 7th END I+« INDICATES FI RE I-!1'OR4NT � ? � IS PART OF THESE PLANS AND SHALL BE PACIFIC RANCH ORIVE - 19 R T l UdTE� INCORPORATED HEREIN. REF _12-�' pFESSfo `" Q `� �p ER TO REPOR ♦ /ND/Cf1TES ELEI/�9T10rV ,Sf/O{Y.1/ 04 P�C'OF /LE ND(C4TE5 5TREET LIGLIT FO o Qa N ® ` oP R INSTALLATION DETAILS AND SPECIFIC- 35 INDICATES LOT NUMBE2 ATIONS. FILE /� .�Q� p. 04 Fy W `' IC,4TE5 F06r4GE $TAMP L07G e� do 2� No SCALE IND �P Z' 32' TENS /4 571iPEET .4- m � N0 28448 ��) 9 �E`��� 3700 EXP 03 31 90 P� INDICATES BLOCK / ✓UIl'IBE�PS /ND /GATES EA,�EMENT s� � SAN 01EG couNrY RICK ENGINEERING COMPANY - - z ' \ CIV`�" OQ PLANNERS CIVIL ENGINEERS LAND SURVEYORS OF CALF 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 �� 'i VICINITY MAP SHEET PRIVATE CONTRACT SLOPES AS `�_ , � AS BUILT PERMITS 13 �� COUNTY OF SAN DIEGO � 1 /Y1 //1!ewl4r" '51N L CUQB IEV.12 -31- REZONE PERMIT NO R75 — DEPARTMENT Or PUBLIC WORKS SHEETS te r' APP.PO[ BASE AECTa 7WS SLIEST — _ ,p Q PLANS FOR THE IMPROVEMENT OF TYP ICAL SECTION Il CIV1�- oQ t , Ill / - 2, lL SPECIAL USE PERMIT NO. P81 -10 _ BENCH M 4RK ro ° TYPE G CUP6 E - F of °A � ` � F WORK 23874 DATE DESCRIPTION: I/2 /R4V P /PE SET IN CGWC. A JRhFD COUNTY OF SAN DIEGO TENNIS PLACE (PR/I4�Tf ST,P Tr) GRADING PERMIT N 0. L 0269 TRACT N 432 GUTTE,P. �1 BY STEEL POST. STA. 3 +89.50 TO 57A. 74 .92.03 SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES LO( izr /ON : 135 M!. FROM /NT. SdN EL / ✓O AVE. ! — PRECISION ENVIRONMENTAL ANALYSIS COORDINATOR SAN DIEGO COUNTY FLOOD CONTROL DISTRICT CARDIFF SANITATION DISTRIST OL /VENHAIN MUNIC IPAL WATER O /STRICT No. Description Approved By Date KILKENNY DR EtY ALON6 MdNCHESTE,P AVE. /N Rec ended 4or A Pprb 1 AFARDIREV .J MAS31/{1N APPROVED IN CONFORMANCE L SO-g ( WATER WORKS APPROVAL , BLNLT FENCE L /Nf RLbWV /NO E �W /7 VO t A�dNCA/ES7FR - .fAN 10 19 84 WITH ITEM D -I(V) OF TM 4328 I ~ � I' dVE / a� 5&EXo PR 29,004 Sub 'vision Engi er OF PUBLIC WORKS "+ • "�; ~ APPROVEO BY: 90YIE ENGINEER /NG _ APPROVED BY APPROVED — g — ate a5r'1CT CONSUL77A6 ENGINE RECORD FROM COUNTY BENCH LEVEL Engineer of work Checked by T.M. 1 _ • . %i / EL GT /ON: *f /G._ vsc Gs. /� 2 �i,3 /e / - 2/2 04 Od77/M : _ -- Appr date DATE R.C.E. 28448 1 •- - p DATE rl�t�Cto�rr� 1983 %A l 432p•J E,A.D. DATE CE 1 325. OArr .rLZ A MEN FILE NO. PC 1641 PRr,,FCT NU$o„a3e i `PERFECT'PROr,L[ PLATE A RODNEY STOKES CO. COUNTY OF SAN DIEGO TRACT N0. 4328off-el GENERAL NOTES R ATE R N 0 7 El � 1, WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE OLIVENHAIN MUNICIPAL W 0 R K T 0 B E 0 0 N E 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS WATER DISTRICT. THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY, CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL 2, ALL MAINS SHALL BE CONSTRUCTED WITH TOP OF PIPE 48" BELOW FINISHED CENTERLINE GRADE EXCEPT WHERE PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE REGIONAL STANOARO DRAWINGS. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY INDICATED OTHERWISE WITH SPECIFIC ELEVATIONS, STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY, THE CONSTRUCTION OF 5'CHA/NLINK FENCE& GATE M -5, M -6 —u —w —K 3, EACR LOT IS TO RECEIVE A 1 -INCH WATER'SERVICE. THE GRADING OF STREETS (SEE TYPICAL CROSS SECTION) - 3, APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE AP- PROVAL OF AND CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4, MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE WATER MAIN PROFILE, THE PREPARATION OF SUBGRADE AND PAVING OF STREET - - - - - - - - - - - - - 4, ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF - WAY SHALL BE 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE WET, THE TIME AND DURATION (SEE TYPICAL SECTION AND NOTES) CONSTRUCTED CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, OF SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT, THE CONSTRUCTION OF ROLL CURB (SEE DETAIL ON SHEET 1) - - - - - - - - - - CROSS GUTTER AND PAVING, b, A.C. BY A.C. ON-LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE THE CONSTRUCTION OF ALLEY APRON - - - - - - - - - - - - - G -17 - - - - - 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN PROLOGATION OF THE STREET RIGHT OF WAY LINE WHENEVER POSSIBLE, " ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, THE CONSTRUCTION OF TYPE "G" CURB (6 C.F.) - - - - - - - G - - - - - - TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES 7. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY THE ENCINITAS FIRE DEPARTMENT FIRE MARSHAL•., EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED THE CONSTRUCTION OF TYPE "B" CURB (6 C.F.) - - - - - - - G - - - - - — — — — TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN 8, CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE FOR ALL TRENCH WORK WHERE FACILITIES ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE THE CONSTRUCTION OF STANDARD STREET NAME SIGN - - - - D3-1.3 ♦- PLANS. OLIVENHAIN MUNICIPAL WATER DISTRICT. COPY OF THE PERMIT SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START Of WORK, THE INSTALLATION OF STREET LIGHTS - I OO W - - - - - _ _ _ - E -1, E -2 - - - - o. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE C SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW 9. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY THE CONSTRUCTION OF V.C. SEWER MAIN - - - - - - - - - - - - - - - - - - - — - -� WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT ORDERS. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE - - - - -5-17- - - - - - M H REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION - —0-- - OF EXISTING FACILITIES. 10, WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK THE CONSTRUCTION OF SEWER PLUG - - - - - - - - - - - - - - - - - - - — - —� PLUG AND THE DISTRICT ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFI- THE CONSTRUCTION OF V.C. SEWER LATERAL (4 - - - - - - - - 5-135-14 - - - - TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK CATIONS AND DISTRICT SPECIFICATIONS, III THE CONSTRUCTION OF ASBESTOS CEMENT WATER MAINS, CLASS 150 f CLASS IAA 6o A.0. WITH COMPANY REPRESENTATIVES, NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 11, CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 6 %8G.V.e�8V. "UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL CABLES *THE CONSTRUCTION OF GATE OR BUTTERFLY VALVE ASSEMBLY - - - - - - - - - - - — —�- AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS 12. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO READ AS FOLLOWS: a ELECTRIC COMPANY. ",,,A CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM OR THAT WHICH WILL PROVIDE A ATHE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY - - - - - - - - - - - - - - - - — — F. H. MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS OF THE LINE AFTER 24 HOURS HAVE ELAPSED', .*THE CONSTRUCTION OF BLOW -OFF OR MANUAL AIR RELEASE ASSEMBLY - - - - - - - 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO 13. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, 1.E.1 LINE CROSSINGS. LINE PARALLELING STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BY THE ENGINEER OF WORK, AT HIS EXPENSE. #THE CONSTRUCTION OF A.C.xA.C.xFLANGE TEE WITH FLANGExA.C. VALVE - - - - - — � — WITH COMPANY REPRESENTATIVES. .K THE CONSTRUCTION OF ALL A.C. TEE - NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE - - - - - - - - - - - - - - - - - - - -— — "UNDERGROUND INSTALLATIONS: FOR LOCATION OF CABLES AND APPURTE- *THE CONSTRUCTION OF ALL A.C. CROSS - — —_ NANCES CONTACT THE PACIFI TELEPHONE COMPANY. - - - - - - - - - - - - - - - - - - - TELEPHONE 298 -0595. (1 -800- 422 -4133) * THE CONSTRUCTION OF REDUCER - S EWE R NOTE S Ak THECONSTis'UCT /ON OF CEMENT MORTAR L/NEOANO COATEO5TEEL WATER M A /NS .3'r 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, � THE CONSTRUCTION OF CAP ASSEMBLY - ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AILTHE CONSTRUCTION OF CATHODIC TEST STATION /ANODE BED OF RELOCATIONS, IF NEEDED. CONSTRUCTION, 1979 EDITION, THE 1979 SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD , THE CONSTRUCTION OF WATER SERVICES -(1) - " " SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS THE CONSTRUCTION OF /RR /GAT /0N WATERM£TER (///2 ") - - - - - - - - - - - - - - 10, ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS. THE CONSTRUCTION OF R.C.P. AND C.M.P. STORM DRAIN - — — FOR LOCATION OF CABLES AND APPURTENANCES CONTACT - - - - - - - - - _ — — — TELEPHONE: 461 -7730 1, TRENCH WIDTH SHALL BE PER SDRSD NO. S-4 UNLESS OTHERWISE SHOWN, T3E CONSTRUCTION OF CATCH BASIN TYPE "E" - - - - - - - _ - 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- 2. PIPE AND BEDDING CONDITIONS. THE CONSTRUCTION OF CURB INLET TYPE "B - - - - - - - - - BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT- OF-WAY, OR WITHIN EASEMENTS DEDICATED TO THE COUNTY OF (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE, THE CONSTRUCTION OF SLOTTED PIPE - - - 49 - /d/,0• /9 - - - n� — SAN DIEGO, - - - - - - - - (B) V.C.P. AND A.B.S. TRUSS PIPE #EDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES MINIMUM THE CONSTRUCTION OF TYPE "F" BAS IN _ D..71 12. CONSTRUCT A PUBLIC STREET LIGHT SYSTEM CONFORMING TO SAN DIEGO COUNTY ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREEDRAINING GRANULAR — STANDARDS AT NO COST TO THE PUBLIC SUBJECT TO THE FOLLOWING: MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. THE CONSTRUCTION OF TYPE "A -4" CLEANOUT - - - - - - - - - D -9 M -3 - - — A. CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH WILL PROVIDE TRUE 90 (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES MINIMUM DEGREE CUTOFF AND PREVENT PROJECTION OF LIGHT ABOVE THE HORIZONTAL THE CONSTRUCTION OF ST.PA /GHT TYPE 8 "HEAOWALL(SEE DETA /L)- - 0 -32- FROM THE LOWEST POINT OF THE LAMP OR LIGHT EMITTING REFRACTOR ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIFE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 11 OR GREATER. THE CONSTRUCTION OF CUTOFF WALL (SEE DETAIL) - - - - - - - S - /0- - DEVICE. _ _ _ _ - B. ALL FIXTURES SHALL USE A CLEAR,HIGH PRESSURE SODIUM VAPOR LIGHT 3, AFTER COMPLETION OF PIPE LAYING, SOURCE. &L MAIN LINE SEWERS,SEWER SERVICE LATERALS AND STRUCTURES THE CONSTRUCTION OF SELECTED ROCK SLOPE PROTECTION - - - - 0 -40.1 - - - - - RIP RAP C. NO MERCURY VAPOR, QUARTZ, METAL HALIDE OR DIFFUSE COATED HIGH SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER, AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE CONSTRUCTION OF DRAINAGE O/TCH - - - - - - - - - - - -D -75 - - PRESSURE SODIUM LAMPS SHALL BE INSTALLED. - - - - 4. THE CONSTRUCTION OF P,C. . SEWER MANHOLE PER SDRSD 00. S -17 PRE-CAST MANHOLE BASES ARE THE INSTALLATION OF STREET SURVEY MONUMENTS (NAIL A DISC) - M - M - _ ACCEPTABLE FOR USE WITH -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. THE CONSTRUCTION OF CROSS GUTTER - - - - - - - - - - - - - G -12 ' ALL TELEVISION SERVICES WITHIN THIS 91180 1V /S /ON ARE UNDERGROUND INSTALLATIONS. 5, THE CONSTRUCTION OF 4-INCH SEWER LATERAL PER SDRSD NO'S S-13 AND 5 -14, LATERALS SHALL NOT FOR LOCATION OFCABLES ANO APPURTENANCES CONTACTS DISCHARGE DIRECTLY INTO MANHOLE. THE CONSTRUCTION OF PAVEMENT CUTOFF WALL - - - - - - - - - G -22, G -23 _ 6, THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S - 10, TYPE A. THE CONSTRUCTION OF SIDEWALK - - - - - - - - - - - - - - - G - 7.1 - POWER 9OURCE8 ANO RUNS 9ERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS BU /L T 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 MINIMUM COVER. THE CONSTRUCTION OF TYPE "DS" BARRICADE - - - - - - - - 1MPR0 VEA4ENT ORA WINGS. ALL SOURCES SHALL BE LOCATED W /TH /N THE DEDICATED )S, THE FINAL'LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN ON ORIGINAL THE CONSTRUCTION OF 2" A. C. & 3" A.C. - - - - - - - - - - - - - - - - - - - I RIGHT OF WAY OR W1 THIN EASEMENTS DEDICATED TO THE COUNTY OF SAN DIEGO. PLANS, PRIOR TO ACCEPTANCE OF WORK, THE CONSTRUCTION OF CURTAIN WALL - - - - - - -9-38 - - - - - - - y, ALL - DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING THE CONSTRUCTION OF 6 A.C. BERM - - - - - - G-5 - R E F E R E N C E 0 R A N I N G S PRIOR TO ACCEPTANCE FOR PUBLIC USE. - - - -- THE CONSTRUCTION OF GUARDRAIL M -7 - - - - - - - - - - - - - - - - o� SEWER SYSTEM: SEE STANDARD DRAWINGS FOR SEWER CONSTRUCTION PREPARED BY DEPARTMENT OF 10. FILL AREAS MUST BE COMPACTED TO 90Z PRIOR TO PIPE INSTALLATION, THE CONSTRUCTION OF PAVEMENT REMOVAL - - - - - - - - - - - - - - SANITATION AND FLOOD CONTROL. THE CONSTRUCTION OF 2 X 4 REDWOOD HEADER - - - - - - - - - - - - - - WATER SYSTEM: SEE STANDARD DRAWINGS FOR WATER SYSTEM CONSTRUCTION BY OLIVENHAIN MUNICIPAL 11. THE CONTRACTOR SMALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF THE CONSTRUCTION OF 910EWALK RAMP _ _ CALTRAN _ STD_ - G - _DWG. - N8 _B WATER DISTRICT. BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT, +WATER IMPROVEMENTS PER OLIVENHAIN MWD RICK ENGINEERING COMPANY SITE GRADING ACCORDING TO GRADING PLAN DRAWINGS: L -7812 12, THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER QPOFESS /op' STANDARD DRAWINGS AND /OR SPECIFICATIONS PLANNERS • CIVILENOINEERS • LAND SURVEYORS THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL �Q�� y C, g f ��Fy $020 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 TELEPHONE (T14)291 -070' PRECISION SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE PRIVATE CONTRACT DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF W P E C I F I C A T 1 0 N S ►qN 10 ')>34 ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE ° C No 28448 SMEET OR NEGLECT EXCEPTED, S TREE T A N D DRAINAGE N O T E S E 03 3190 COUNTY OF SAN DIEGO ) 3 (p DEPARTMENT �Q DEPARTMENT OF PUBLIC WORKS IE TS Mk'R(�f III nn� STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD 13. EXCAVATION WITHINOEXIST INGPCOUNTYFRIGHTSEOF -WAVY DEPARTMENT Of TRANSPORTATION FOR mY qlF F F P � PLANS FOR THE IMPROVEMENTS OF: SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE SPECIAL PROVISIONS FOR THE IMPROVEMENT OF 14, "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK BENCH ,ua " COUNTY OF SAN DIEGO SUBDIVISION STREETS. DESC�P /PT /ON •' �Z /,Ft7N �/PE SET /N CONC MQRKED BY ALL UNDERGROUND UTILITIES AND aTER)k SERVICES SHALL BE INSTALLED BEFORE CONSTRUCTION OF COUNTY APPROVED CHANGES srEf RrsT. TRACT N - 328 - I CURBS, CYMS GUTTER OR SURFACING-4F ;MITI, TREETS, " , me. Description Approved by Dare Z dT /ON 1.95M/ r IN7 .514N EW0,41E. 1` R oc ended for row ' Approv R.J. MASSM THE STRUCTURAL SECTION WILL BE CE WITH COUNTY STANDARDS AND THE EXACT DEPTH Of AS BUILT C /� d ELYQzaW AMNCNE•STERQYEINFFKfL6I/Z W,(pNBE.lA! �► G "IMPORTED BASE MATERIAL" SHALL W SOILS TESTS APPROVED BY THE "SAN DIEGO COUNTY se► vielonEn I ^• F MATERIALS ENGINEERING TEST LABORATORY" . i 17 $/V 41 AAANC/>ESTE•? W j G S. E.�4 FlpA`2�. [o0,eeor of vrork Ckeckod ky GRADES OF 10-1 .992 REQUIRE 1 /2" A.C. OVER COUNTY APPROVED BASE ,1?ECO.PO ve, �X ' L'067YTY BENCH LEVEL T. At EIEI�QT /ON: 94, 5/6 OQTUM USC t i Q. W Approval dot* GRADES OF 12 -13,99% REQUIRE A,C.`OVER COUNTY APPROVED BASE - R FILE NO. PC 1641 w •PERFECT'PAMLE PLATE A RODNEY STOKES CO. 4 I �- ENO AC BEPti1 BEG /.d C/6 SUPEQELE{%9T /OrV TPfIN9 /T /O/V � AC B6f'M TR41V51N0N F//LL .SUPERELE{�AT70rt/@ - ✓� AO 9e Win --0— �7e44191410415 V N o' No \ < TOP OF BERM TOPOFCU,PB t� hm h� h� Sh hh h h� 70— h �q� ` + q� x,� �� �1� � r 01 r �0 ti t0�1 � 7O N7 Q R �T9� c'��6� C TDP OFCUPB h JON rso' raaNSlT1oN ti y, TG � 'vc 23 I/ L �h� \hW 0)u �� I 80— o$ m ..1) g ���� o,� ao ��n o� �0 o ��, o � 0 hN c^o �' ^m �m �� �;t �a ���� �,� * � �� ZA9' tiv Q q) N ►� — _— \ n v_� * p D P.1. 6 760 V 19 + 50 • . TiPANS /T,L'yV 80 k j * — q \� b p F/N /S.f� 6?AOE Ic� K1 O �+ M..419 4' M/N. AG � O h pb• D� ;��' ON 70— l9 o ��P /2':9CP CL 2Gb x a1 °i h ti h Ai °0 h `� \ x ti r aC �p CONrf/ECT TD \9 V \q _ � � /SZ P,4hEME•UT @ � EX /ST TEE — FULL S5& E,?ELE4A17oN .5.00 `+ � —� I TP/0S l;'4R1'ES-•3.3 . 'Aft 8.0 �J'M /N. COVER 9226L FP� /J /Z /B.PCP O.GO% PAYE�YIEN Tifl4&5' /T/ON " M A. R. x / 7 3 ° 10 .' o��� ` ti i 2 0 O J�N\ ,� N h Kl N \ h ►0 IE 60/0 62.Qg ��' a � x h Nh g� h� /B'.PC.° �s��i 80 p r\ a �\ �\ r\ x ti ►n h N o $ � h^ w D x \ h t\ D �T� kl h kl 0 Sl/PE�PELE!/AT /DrV TRANS /T /ON �i d k1 x 4 ti N O �1 1 \f ►. vd V 80 �k ) ho h� ti ti h ti s •tY EDGE OF PAJ11WCNr � � � ` k h icA 70— �- � EDGE OF OA{/EMENT 70 I _PROF /L E MANCHESTER AVENUE ~ 055 �E.I' /ST E06E G� SCALE' HOR /Z > " =50' i°i9YE/YJENT' i I 12 /3 ON 14 15 16 17 /8 19 20 21 22 cuRe DATA STORM DRAIN DATA MQ DELTA AR BRG RAD /US LENGTH REMARKS A.C. OIKE,TYPEA a cASN r7 CO, I r of AV. DELTA OR BRG. RADIUS LENGTH REMARKS NOTE : FOR RETAINING WALL TAILS N. 34 ° /G'33'E 79.12' 18 "R.C.R /350 OF ����e �h yq SEE GRADING PLAN L0264' h IN �E I T. E. P. /00't N.53 °34'/2 "W /8.38' " 0 P 9 \ Z FcJTU lMPt20VEMENT EX /S 2 NG3 °56'24 "E 70.46' A 36 R.CP� 1950• � ,� ti � � N53 °34'/2 "W 5800' n O+ � 3 d= 4 ° 49' 10" 675' 56. 78 TYPE " ; i r �� ��D E. 5 /. 61 ' Jr 4 A = 13 15' 41 4 50 104.15 e � 5 N. 59 ° 50'51 " �a b Q`� C \ A � P 19 aJ Q P P�v �� yQP �' 94_48 d � °: NW _ —�� 6 A-9 ° 02'22" 669' 10555' c y�p � C tx p� �.� P �0 L 7 TOTAL CZI PIIE] y ,U o h Q 0 �• , A � h � � 7 � _ / °39'3!" 66 9 19.3b C �. a � O \� .� / � P � e CUPUE DA TA . . 87. 8 /' \ ° E� ' LT ,n V d =49 2/'23 �a E 0 Q l9 0 t' \ 0 0 0 G -o / ZYP 18 ' 9 N. 43 16 4G u 1 \ p \ ���� P h� / R ° 7Gt0' �\� -9�, ( 27 �IGNT Y E. 14 26 h0 �P ) yo � j' 1� b� F� �1 L = 603 00 .sue %+ ���$- b �f� 20.SL ti o N. 40 °49' 31 "E. IV D�h�A �0 F P-9 4 =ld ° l5'l0" 716.50 226.26' R7. 00. 2 B �� 2 4 = 26 " 675.43' 314.46' R 1 o , n J I I ° sa �c� 66 5 MA 13 N.40 32 20 E. 442.46 Y ti G O P I DI A CCE l 20 .06 -P\ P� h \ r a 1 u s E \ N W �� ER r X)ST .12 12 1 NOTE TO CONTRACTOR h C EY /.3T /2':STL y E *' Ci Q wATE�PL /NE IN MANCHESTER A{�ENUE F~ r ,/ 21 , . re C N ECTIO Z • STA. 18 *62 TO STA. 2/ *00 /S AT LESS 7NAN4' TAIL S �� o OF WYE,? USE OF NERVY E0U /PMENT IN r1119 60 _ 49F,4 SHOULD BE KEPT TO A M/N /MUM. R DATA , > �) -� _�STOQME�A RE 3D G. b�jv �' °�� �oQROffSS /pyq� AV DIEL.TA ARBRG RADIUS LENGTH REMARKS SEES ET o I Foa F ~P ��y °Be F l y . I 1 d= 32 °/8'57" 624.75 465.00' /2 " "ACP CLZGYI'. \� \ \� 12 1 - OF S QM OR41N. D� �� I 11 11448 IIAJ J G — . 0331 -90 d= 6 ° 44'39" 690. 00 8/• 22' { \ \�� r o ? EXP I N40' 49 410. 90 CIVIC- Qt's I !00' 1 1 \ , /f P l/^ \ 7YPE 2 L /Gh'T CLASS /P 2'T,y% CEO F o OF CALF N49 /O 29W 22 t /E °sr1E! C�`�p \1 �^ O 3 N RICK ENGINEERING COMPANY Q 1 �' Th'/CK F/LTEP &LAN.YET F / PG!'.�' { � (off � v C` \ C ^ Q (, � � PLANNERS CIVIL ENGINEERS LAND SURVEYORS 1 Z 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 •TELEPHONE (714) 290707 PRIVATE CONTRACT I SEWER DATA � Z'x�� ���QPC h o° 2 WA /VEP AND 1PE - LEASE I 1 m /. ,qPN IN,? a0 - d 5 , PAY/y10N0 v ./oyNSON PEC B- / , -8512ZZ - 4W5527 SHEET A40 GIELTA ORBRG RADIUS LENGTH REMARKS �— ��\,�x� `� �" Z APrV Z62 0.7J 87, -"1.4 1ES,? W /LL /AM-S eO B / -B.3 .� /LEN °B3- 2GS526 COUNTY OF SAN DIEGO I iS 1 N 40 °49'3/ "E 92.26 DEPARTMENT OF PUBLIC WORKS ` 8 " P. V.C. �. 0 3 AP.V ZG'2 71",4S S E I EZW, ,PEC 8 -/- Q3 F/LE it/s 95 - 265526 ������JJI BENCH H MARK CAUT ION ... SEE S./EET /O PLANS FOR THE IMPROVEMENT OF /// DESCRIPTION r /Z" IQON PIPE SET IN CONC. M,4RKED FOP SE/f�E,P BY STEEL POST. COUNTY OF SAN DIEGO PRrC,1�1 P� LOCATION 1 95 MI. FROM INT SAN EL I JO AVE. & 0Z11 t/f11 W MUrt/ /C /PAL l?WW" D /.3'T,Q1'e7h' 5 KILKENNY DR. E'LY 4LONG MANCHESTER AVE. IN FENCE L TRACT N0. 4328 — JA 10 IJ �� I ADh /SED TyATEX. /? "STEEL fY4TE�P! /.f/E/Si'E.Py LINE RUNNING E& W l7' S 0 E MANCHESTER ; COUNTY APPROVED CHANGES / PRECISION OZO 410 E.TT,PE.f�E rAeFff.SdCCESTEO l h&l' NOTE SEE SHEET 19 FOR STRIPING PLLIN No. D escri p tion A QVE• 9 6" 5 .E /0 RP 29004 # rnl NnFn nn�n r RECORD FROM: COUNTY BENCH LEVEL pprove J. MASSM •' - K�O�P'f' /.t�G' /N 17/E h /C /.t/ /TY OFTf/E `Y.9TERL/rt/E ANY A pproved B Date Re mmended fqr Approval A .�J NOV 11 Il1� I ELEvAT;oN 74.516 DATUM, U.S.C. 8 G.S. Cl�� i 1 .PEPIACEiY/ENT OF TH /S FAC /! /TY .PEQU /QED AS RELOCATE CLEAR S , j ' • ? 'w ! y � + p //11//�� / Su divison En n r A ?r ev /T �T.SE C e17, p I S.SNE.SS / -; Tf/E PLAN: MANCHESTER AVENUE INS K NALL,A w 11�EFEREAW En ineer of work Checked by 1 P,4,PT G1< 711z E CO.t�T.PACTII.A S/ALL BE T,i/E.SOCE � 4 CO.t/TRACTO.P. SCALE' >' °SO' 7/1/ Approval d te A /^' AS BU /LT (, /// of R C.E. 2844 8 ?_ s� FILE NO PC 1641 I PROJECT uO_8433 B i J 1 'PERFECT "PQMLE PLATE A RODNEY STOKES CO. LU rk 3 --34. CM. 9'3 - NOTE TOP OF CURB Z LS /SD ' SUPEPEIE/. � INLET BOTI/S/GIE U.f/ LE5'S Ol.%E�lt/ /Sf �f/OTED. T.P9NS /T/O�v D h W LY CU/PB . 54.63' �YOR �Q �9 G h°�� o�� �_ /20 ��h� I cam' v 140 o a � - � � h off• �y � � � � `� � 00 �° 75- _ 0 20D 1 h /35' F//LL SUPE•PEIEI�•9T /ON h �. �. I /j CURB 1 N 93586 2y"7.5 °° ti 17' //0 �j v p P/ • /28 92 �' 7>`40 SUPER TRAN'. L C N Q D y �Q g +' h � h n` h\ a� - �, V Rl O ti N x 73- N N m h ` &V ' 9U?EYPELE/'A71 N h p k� 140 /00 r Z y x x h (� 0 k\ I h C 220 vC Q O ^ 01: ti h 10 raG A. 10001 10 NE'LY CURB RETURN N a Fro h �� , D I SCALES HORZ. 1 "= 20' ° rte l�C� \ N �� h q h \ �w�j h k ti II /.30 VEQT. I " ° 2' �`�S, ?3 lio P/ ° 72811 \v TOE V + O TOP OFCURB . 0 D h I ?3 e' `' �i D /fOD $ v ` b O p � x ti I SEE Sf/EET NO /0 r\ N a0 a0 N h 1 \ N ^ I�F6W SEWER P�POF /LE o ti i 80 9 � cy � 3 '' �� °-Q o g1 4V �Z40 1, 0 g �' C 47-70 p > F o1 �l ��• op i . , N 6p d/4 °11.93'Q Z V k" x 3(°9, mo m ►� � �° PJ �. x � h� � % Co�ER Q Qa� L 4 75- W IN LL 70 2a�x� °, 299 EF W ®8 P.V.C. @7 62% 1111 8 / tai m`✓ 0.4ye I *' �pV N� �• TEE O 73 2 °/, cod ^ q >, \ /00 /0"A6 i0'x6"2E0UCER n (1 ) 92.00 L F - 10 EE PROFILE: PACIFIC RANCH DR. NW'LY CURB RETUR s 7a. 0/6 �= If N W ,SSCALE HOOP /Z SC' SCALES: HORZ. I "= 20' VERT. I"= 2' SEWER DATA - - - - - - -- ------ - - 3 - -- - 5 6 7 e WA ER DATA W DELTA OR BRG. RADIUS LENGTH REMARKS Ak? DELTA cm Oft RADIUS LE/VOTH REMARKS < D> 1f/43 °,4'56 "l? / 48.76' 8" P.kIC. NOTE FOR ,STORM O.F41AI PR01&,F5 I � � 1 1.43'14'56 "W. 50 76' 10 "A.CP. CL 4 = 55 - 0-5'27' /.50.00' /44.23' Ori/ STORY/ ORA /N Oft TA N. 31 ' 59 56 W 31.5 2 ` I u n d = 23 °.50'03" 62.40' AND SEE Sf/EET 1111. I I 63' N. 20 0 44'56" W. 31.52' If II u NO °05'47 "W 85.00' - - -- I I N. 9 ° 29'56" W. 31. 52' II II n N0°05'47 "'W //3.77' j I N. 1'45' 04 "E. 32.56' I N. 13 ° 45'07" E. 30.66' II u u d= 27 °49'/9" xiJ•Gb' 242.79' " I I \ I N. 2 " E. 26.12' II II u 8 N 89 °54'13 "E 2108.43' w o L �� 7VV7 STUB SEWER AND {',47 - R N. 9 11 ' 05 "W. 12' u u 9 "� 0 3 Q LATEPALS S' BE// /ND CUPd ' , ' 9 A145 W 7, 07 I z I \ 5 I °' I w � � `� ph 0� ti ` ° I a Q C/rt/E N. 20 39 11 I W 26.12 n u U 5'UBD /!/ /.5 /ON BOU/!/DARY - � w 6 1 1 51 10 0' � o � p � b � ` �. to N. 32 07 17 W. 28 12 ' II I II I W `7 _ u ` Il N. 43 35'2-3" W. 26-12' 5 MODIFIED C Z �,� 2 1.55 ° 03'29 "W 13.00' _�- - _ _ \ CURB DATA INLET 6 9 - 5 i 10/ �1� I N- 55 0 03'29 W. 15.12' 8 "4 .C.P - CL 200 lIb DELTA OR BRG. RADIUS LENGTH REMARKS FOR A0o1Tr0NaL DR AINAGE SEE SHEET JQ '6 =9/ ° 05 . 43" 3000' 47.70' 6 "TY�EGCURB IMPROVEMENTS 9 GRA DING IN NO. 10 FOR 2 4= 104 3000' 5451' OF S PER rrNNo. PROFILES \\ II' /4 °BEND �� I N. 66 °44'43 " /' W. 3952` n n l I 3 Q = 51 °50' S6" /66.00' 150.22' ~ L0269 ' (7YR) 7 N. 55 29'43" W 31. 52 rl it 4 d = 47 /3400' - �' CUPVE 04TH �� */ ', a' r G a UAQD QAIL PER M -7 ' " I ' N. 44 ° 14'43 "W. 31.52' �� it of 110 30 d =9/ °44'x0" Q n \ WITH TYPE "A„ - �(��� �B TEEEBI o 9 4 " " - 5 6 �3 _ K N. W 3152 . . 5 4 =/4 °2332 1616 4170' R` /50' TERMINAL SECTIONS. - N 32 1 � _ 9 Q = 911 °44'.50 /3400' 2/¢.57' L= 240./9' I N-2 4 4'4Y E NT N0. 1111 Foe �p 1 3T w I � P.POF /L E5 5.O � p; � P` CU•PI�E G34Tf1 $ �I I � � � \ � N. 2 144 4 3 W. 1 3.00 �� !' j 7 ,6 ° 20 07'34" /66.00 583/ 0 0 �. w ° ' " I N I ° ! 9 4 Q =/08 X07 W `� 1 1.21 ° 44'43" W 18.52' J( It I B J =/2 °03'4/" /106.617' 34.95 /H/-/ /w /0 ? 4 R =/ .00 * n1 N./0'29'43 "W 31:52' @'A.C.P. -CL - 200 _ /08° 58'07" 1134ely' 25495' P� /F /C PANCH DR. y v Q ,o s ®` g, L ° 285 28' h i 3 N.0 45'17" E. 31.52' 11 rf /NT 9f 9s/22 BEL A/R TE.P.PAC QA / 14 = /OB °58'07" /66.tb' 3/5.7/' W rr�� � q *65 � � I 1.66 ° /5' 17" E. 20.00 6 CL 200 Rl (STOP)SIGN 3 *65 �\y� F4 o� p c�tii /� /z.. 5 6 °/2 °06'04" 490' 103.49' " If I' 30 "' 30 "X.063" /%2" WATER METEiP ° STORA .`Z.RA /N DATA ALUMINUM /y//i �Dro a rQ \pk7� 6 N. 0 05 47 W. 17000 II II AV DELTA OR BRG. � AAM/S LENGTH REMARKS \ 6 /1T2t9943 PAC /F/C.PAd/C//DP / s'`sr3 = Li 1117 27`92 33 TENN /S PLACE = ry Q N 3Z° 39' /4'E 48 " ACP 1 0� :� S j II' /4 ° BEND o/ .o , , ��r t�°1 RICK ENGINEERING COMPANY d =32 °66'42" /GO.OD 9200' 24 "ACP \° (TYR) 'I s / / \� c� PLANNERS CIVIL ENGINEERS • LAND SURVEYORS � P PLAN= PACIFIC RANCH DRIVE N T/ °15' 07 ",5 24. ,V l 11B "ACP T'/ SCALE 5620 FRIARS ROAD, SAN DIEGO. CALIFORNIA 92110- TELEPHONE (714) 291 -0707 ° " " ��� l phi (� 3 �' ` 10B.V. • ��/ ( 4 = PRIVATE CONTRACT N 53 53 3-6 ,6 !G x /2 ACP p ® � �6� \ I(o � t` ¢ 5 i� 4 \�F? Q N 67 ° 31'27" E z /boo' /z °AcP \� \. ;.k\ ' Z e � y "a2 P �Q (�� h �d� P y c Bf may\ S HEET COUNTY OF SAN D ( 3 A C DEPARTMENT OF PUBLIC WO I C WORKS ETS NO. 28448 BENCH MAR s 9 K, a P•P/v9TE STO.P�Y! D.QA /N cam\ `�,o t ExP.03 - 31 - 90 '/ " PLANS FOR THE IMPROVEMENT OF 0 +50 79-10'1- �` \ 1 / I i ._ _ c-v DESCRIPTION 2 IRON PIPE SET IN CONC. MARKED C IS 10 /2 "X /O "TEE t3'y� N m ` \ �� �(� q QGR ` � ` - ",3\ ��� y �` �� 01VIL �� BY STEEL POST. PR € \ 1 \ ` o� 3(.// I � k r13 �e �. 9 1 E , Q LOCATION. 1.95 MI, FROM INT. S41V ELIJO AVE-. 9 COUNTY OF SAN DIEGO .IAN 10 t �� 2 o Z7 a1 OF CpL� KILKENNY OR. E LY QLONG MANCHESTEQ !]VE. IN 1= /NT. O+ 40.73 FkiC /FC 91ik'N �. ti 3 f 26' , ��� � w �', 4Cp hl�� � .� � � � FENCE LINE RUNNING E& W r7 S/0 C MANCHESTER 4e13` /7*G10 U4NCAESTER AYE a A' , I v a 1 _ AVE. 9 6 5 E1 PP 0 29004 TRACT N0. 328 -1 MII71401 11 Aa1=n c o� i v" � I� \ 9O \' _ COUNTY APPROVED CHANGES �j ti RECORD FROM : COUNTY BENCH LEVEL \ 'n \ " y F!" � No. Description Approved By Date Rec ndedf r A/�pro I" Appro R J MASS N 0136.97 � 2 `\ ELEVATION 74.516 04TUM U.SC. & G.S. v�/"►y M.H. An 5 � �\\ r� \s h � O � � E � �5� � y AS BUILT �,y II sib o �En er ±atCl�lWk Q \ \ { o g FOR HE DI CTOR OF PUBLIC WORKS NOV ?\ \ \ d ` `�p� � ,ti. 1 �'� Engineer of work Checked by T. M. C. 1' /¢ ..23' R. C.E 26446 Appr3_IBq 4. 28 -/ FILE NO. PC 1641 N PROJECT NO 64'3 'PET7FECT'PaoriLE PLATE A RODNEY STOKES CO. SUPERELEVAT/ON TRANSITIO Q �a o� �/ ,� NOTE : d VD TOP OF TYPE G ' CURB V v N * g o * dj ARE EQY & EXCEPT WHERE NOTED. ", Io QD 260 140 ~ M� �% ' °*° N om to m h 6 /8. % /' Rf N N "C. 1f o I 9 5 0 / N N S N n STOP OF �9 * olo� I I �� O'C9GLE S3 N n ` f CURB ° �� N 130 – I 0,? /G /N�9L GND g` /. c , N N n' ffcP. 4 54 —� �+ o Q • / � � 0 P � 94.170 A.C.P. f4/LY CURB °� / � / & 1'4 % 25 j 2 4 0 PoR 220' yell. 7.60 O O h $ �, 71./7 8 P.V.C. G. /N= K O / i O N @0.58 �► ^' G� cc� tj to v s too 8�, / z o. 31 42 /50 a / Q��',' /eicarc. i Q i R o "I ti z oo h %44 W e ti 5 n � G W C ° 39''' ZZO 100 V. C. /6 Z Q N M g / G ' OR/G/NAL GND ® o �h Ip ti s /40 h n h NJ ,�'� W 25.5 \ I / 0 N ^�\0. moo \� P cQ .. ` N , 254 /30 / I 129 1' @ 250 vIn � W - ' 2 ..a c ' d//0 N � v 253 Q'�' P! = 265.67 120 /tea N An PROF /LE OF: CURE RETURNS ti PROF /LE Oi` i°AC /rte /C RANCh'GI ^ SCdLE.' H. / "= 20 ' I /, V, 5 ' I I I I I 8 9 /O CURB DATA A DELTA OR BRG RADIUS LENGTH REMARKS d- 54'33'oon 384' 231.56' 6" 7 YPE "CU48 3.34 °31 416' 250.85' )1 )1 a l W N 3 °34'35 "W 9792' Q I WW v Z a -/0 °03'45" 384' 67.44' )7 1` g t C(/Rl/E 0.47.•1 ° � N `w I d- /0'03'45" 416' 73.06' 11 11 1:.. cWv,6 afT.•! o /0 III W 410 \ J iY /3 . d'ZO' w 254.97' *' ° Z 'R-000- oo' �i �H�la ,\ 7 d= 7 5l6" 63.80' 79 4 d =34 33'00 c'70.25' SUBD /l� /S /ON BOUNDARY p +40._49 BC. - - - ao} � d =T 05 05 484 5985' 17 1.) 19 s1z R20 _- QW v; �i__ i 0f3�o00R � �� s N6•J3'l5 "W /24.17' 11 11 » =7 �� b N 6°33'/5 "W 125.02' 11 mv 0 — _ A. — -' aACPV l/ d90'00'00" ZO' 3/.42 )� � 84°5l"17" ZO' 29:51 X" O j — N1 N1 1 r b Z � "— -0 3 I M, "N' - 8 /D p +3258_prR 1 \! f cap35 1 I I /O "X ' 1Njr� G�j �O• / II 4 i -� ,: _ .t" 1 1 v I i A7L' CERS �o 1p RG` h I 0 C r 0 S 10 N FOR STORM 19R,4 /N NOv 19 1986 III SEE SHEET NO a t k t )' CURD e= SOO.00' RICK ENGINEERING COMPANY �°AC /� /C R,�il�Ch' DAP /I/E �= ��83 PLANNERS • • CIVILENGINEERS • LAND SURVEYORS SCALE R1 G151' J N l 50' 6640 FRIARS ROAD SAN DIEGO, CALIFORNIA 94110 TELEPHONE (714)491 -0707 " ° 1G ry �oq%QvLSs)OH4 PRIVATE CONTRACT hQ C. at ro F c SHE T I � PAP /VOTE $777,PM OPq /N W m y c � � COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS Mc 1 N8448 9 SHEETS iV DATA � STORM DRAIN DATA C 2 EXP 03 -3� -so AIO DELTA ONORS RADR/S CENifs'TH REDS MD. DELTA OR BRG RADIUS LENGTH REMARKS N q cIV1� �� PLANS FOR THE IMPROVEMENT OF N13'38 W 8917' B "A.CP. CL /.SO SEWER DATA J - IF OF A �, F aQ BENCH MARK COUNTY OF SAN DIEGO Q A l. N l3 38 20" W /72./7 /6 4.0 P � c " d : 7 ° 05'05" 490" 60.59' )' II 'J AA2 DEL AR BRG. RAD /US LENGTH REMARKS I & 7 ° 05'05" 510' 63.06' If DESCP /PT /ON "� /RONP/PESET /NCDNC. MdRKEDBY37ff MSZ N 6 ° 33'15 "W 150.17' II II I u / d -34 °33610" 400 241.20' (9 P.V.C. N.6 W. 62.00' n u alt COUNTY APPROVED CHANGES LO.4r10N %95M/.FPOM/NT sdN- CZI-�J.411Ee,4'1ZKENNYOK.ELY TRACT N 32 -1 A 9732 I q N.6'33' /5" W. 94.17' if NO DOWIMIo6 Appmv*d b Da'6 dL01161H6NC/1ESTER dW /Nf lYCE L /NE RUNN 1N6 F ex17' ,.dod for App "I App.ov. J. MASSMAN AS E3Ull7 C 1/ Sla ¢' 04101,EVW AAF � SIrld 16"AO 00¢ K /� A = /0 °03 45 400 ' 70. 25 q q © N/3 °38'20 "W 40.6!' � � ,PECORD F,POM� COUNTJ'BENCH LE`'EL s °bdljl:Io° Engine FO DI. CTO o�uc wSRKs 4 N 13 51 5 28592" p q d =/5 °24'45 " /34.50' ELEIIdT /OV 7A 5/d OGQTUM - G'SC fl9S E " " °'k Ch °ck•d by d= 7 °05'05" 500' G/. 83' II T. AI 6 N6 0 33'15 "W /60./7' II ` . E A 3 dme 4328 -f FILE N0. PC 16 41 . PROJECT NO. •PERFECT•PMWILU PLATE A RODNEY STOKES CO. i ti Q 2 Z90 WW 40 lye J ./. =267.0! N V n p - -- - - -- -- - - - - j W �! Q g � O_O- rt, ` QP /6 /IV� Oa51��� 070 Vi ��, V W \� h � Nh ,� l j �.N�N � /0� ~N MAR�CAPASSY Q� Z \ `I, V ti N • I^ � N N Qv V / f CUG •OE•54C x o N ^ o o o ` L N r o�E�t RaPOF 1 ACP-r - " L. �_ A ��0 0� N PVC 19 h h i.1 ` Y\ 11 N � TQ° Q� /Z 2 ^� x /O 2 40 " RWXER " /. 09' 260 ,� /45' 8 P.V.0 _ ni $ /O'Y.C. 34.54 h'� /O� �� A � x cv ® /D 1l ti III P �'' Z• /B +dR 40 a �' y ; �' TOP Of / 0"•l C.F i "- ZS /2 cI /S' �/ �610ET Zff6� /8'aCP /8 0/.30 IAZ 0 � W 2 f ,d"C.ft75S /Z"li/O ".PEDGi^EiP � _ �d50 '• � • 7YPIE� V � "MIN. CCEAR. � N Cams o / S ' 1 I W FLIP /A!G3 - /0'ItC. 12 NN i 0 _ o+ /°ROa /G E Of i°R /1 a t * J BTOR.N gm 4m RU✓f/Et� ROC.0 EE00 /N6 N h Q SCALES / SO' All O `� PER ✓''TO. O ,5- S _ N 2' � N V" � a % . 8 " VI T, h /°ROf /C E OF CU.PB .QETU.QiV ti o t� to N /°ROF /GE OF 1 /f /C NOTE: It qND TOP OF TYPE '6" 2sB 7 �O SCALE .' HO.¢/ZONTAL• /�" SO' CURB AND &IrfER ARE PevF�GE oF' CUI?�b RETuRAr p1 ^' %r I `ra ° jG' t/ERT /CAL •• /1'. s' EQUAL SCALE: Wol?Z. 1"x20' 1 VEr r (- p 17 /8 �� • /, i9, 9� �, 20 2/ 2t t3 2� 25 tG 27 CURB 2A TA STORM DRAIN DATA tih M2 DfLTA ON aw RADIUS LEA67N REMARKS Ab DELTA ow BRs RADIUS LEM M REMARKS f ( VG °33'/9 "W 40.65' /e ", l.C. P. ill. �W L, yO I 60.00' 39.46' 0 "I a? ° 3o E 35.00 ' " " o C!/RIiE OATH h \ G• -fa ' /9''00" G • 52'd0'A.d" !d •s7'of" to. �' .3¢.5¢' „ N /Q' 05'19 "E 25.76" " llE o Q e= /90. oo' , oo' / ?G. •30' "IYPf T9 "Ctjwl6v7ff N77 "57 370" " CIE m v W L 1d 24' 11 D 12 p/#IL� a0 1 40 , �� a sirwE � �4p��P $EE vot i c N6.33'/3 "W p 0 if l'1f47 64MAENT ^ PR /l//!TE '0"ro N O.P.9 /�( ��, �l °o J Q� ` of � w v N6 "W 1. 74' „ �, LOi? /�l'! f fiPCN� pp h \ inq N 32 '40'30 "E 6A /D' SEESIY4ff .t//Q °� 5d S9 kph 30 o 52 ?� S' 57 " o '• �r¢o " /3�t oo' !r. 4 ' s "rYPe °0 • raaN. ° � W � i y o �• TO ROLL CURB b' N 1 r x• /s'oo" /cG oo' /G2. !7' POLL CUQB � 0 3 •{ , j/ �� oo \ p"A.C.P. ,� n , � _�I � GS 4 " ss p b 2 2 t \ Q IS I \ lj O L Y ° �/ C16 i N o �c LC 5 ! �I� vW" 7 o •�'Qti� _ 72 d..lZ' � i ,, - I � i y, ao � �, �y I \ o i b ti ���p q�.� �/ b \ 7 �yx c� /7'f. G�' u b 4� IV \ Q-. a / ti� I \ \N n; �+ ,�i 7WI v �\ apfESSlp • " S c eCLEAR SP4CE ` Q �% IA .) 1v \� -+ �S�GTE y G7 O N qC A/ G� /2'0d "+Y/ /d. !!' �� 6 �� °' / � 7l0 N \co m � 70 z ti C �S�� EASEMENT - p 1174 BEND �I � + \t�cn' l NO SIGHT 4� �� N t o .STUB SC)WA AND 7d'/9'✓� ?" ea. 00 23. f!' m'a � �,I y� 4 / OBSTRUCTIOVS �O (TYP.) ti \ \m ' {T/i9TE�P G4TE�Ci9L.S 3' +D` (/� G / a Q 79 78 77 N' G9 20 FIRE J� N0. 28448 ° �c> 0 Vi 'J I , WITH(N THIS SPACE. �J o + $ \. BEf/ /.!/D G!/.tf L/WE. ACCESS ROAD 5 Exp. 03-31-9 It 194-18 el 'fv G 1 /� /2 WATE,P METER J1 U qTF F CA �cN C mpz Omry 2 C!/R!/E O.'1TA £C�/RIiE G;QT.4 RA, MONUMENT O. 39'/9 4S" d ° 3f'8/'¢O" 2d FIRE ACCE55 J, 'RAF >> Mrn SEWER DATA r PA�/F c'c ME T LINE E - '100 , e =150..00 A' 0 -50'� AV. DIELTA AR R S LE/NG7TI REMARKS /1 j N� Pl / • /e z2 d x' /03 ad' ze /a�' RICK ENGINEERING COMPANY + 4(, dRA �R W/ PADDLE PLANNERS CIVIL ENGINEERS • LAND SURVEY LOT 67 • �If ( �i AQ� 15 MARKER S2 5D. T 06" FR4ARf ROAD SAN DIEGO. CALIFORNIA 92110 rELEI/1ONE (710101 i°,4rG' /f /C �1�t/C�Y O�u�YE PRIVATE CONTRACT 1. B" P.VC. ,�I G��/ A� 3 "O.G. Q• �: .�' /3709 N�6 ° � "� 27 X' >� -US 6�' LEN6T//S SNElT COUNTY OF SAN DIEGO Nom' /o' ~ SECTION FIQE 4CCESS R0. 6 DEPARTMENT OF PUBLIC WORKS AV MrA off Oft RADIUS LE)MGTN Rlt'11��IRIKS Ab TA on lt'iMll RApw a pwN Rws Ab loam GM on RAams LOWN REMUR" No SCALE E aTs: : A •345'44'/2" /.So M' 101.4/' ~ ° " " PLANS FOR THE IMPROVEMENT OF: j J-54 /50.OD' /42.26' 1 N6 55 " 3i0 6 .h ACR 6Z /W N.49 4O "10'E. 31.52 /2 .�C CL./SD NO • 1? 00 W 549:9 /0 AC.P. 04 /W /t/ la:r %O'IF ///.66' d /'JdW „ iK N.'!d "E. 31.52 N " BENCHMARK COUNTY OF SAN DIEGO N 16 - 03' 10 "E 9.40' 'V•?"'M WE 170' " N. 27 31.52' DESCRIPTION : 1 /2' IRON PIPE SET IN CONC. MARKED TRACT N 4328-1 11610' W.r'D'S �t7'E 137.0? COUNTT A1h'ROV;D CNANWt BY STEEL POST. 4 =36 °/5'/5" 350.00' 22/.410' LOCATION: 1.95 MI. FROM INT. SAN ELIJO AVE. & KIL- N.92'46 49.27' /2 "AC.P. CL . 160 d =0 3GO Gl�' S.OJ' D•ferlp en AM If y' D"' KENNY OR. E'LY ALONG MANCHESTER AVE. IN FE '� '� 1" 1 APw• R.J. MASSMA N 52 ° /B' 25 "E 745.32' " �w d =b2 0'33" /71.A0' /00.38' N.4S'57'04'E. 3 .34' " d- 2' / /'t7" .?40.x9' /3.00' ALT 4 & SEE./0 N � 09004 17' S. /C f MANCHESTER AVE. G��N vio E F o iC N0' 12'08 "W 43.99' if if N. 59 '07'37"E. 32.34' 11 " As 33" '4' .!110! V' 13714' /O "A C.P. a. /60 RECORD FROM COUNTY BENCH LEVEL EP�h•« Fw..k Ch•Pk•d by / NO °/2'08 "(V /0-00' 'f . 72'16'10 . 31.93 N3Z• /C'ZS "E 78.32' ELEVATION 74.5f6 pATUM U.S.C. b G.S. N7/•3042 "W 7.07 /1 11 N•61'03'10 E. 31.32' " e ■S2.90',!1!• JtBBGI'1' A'.,3SI' " e' 08 a •w_•h T 43P8"/ FILE NO. PC 16 41 PROJECT NO. 6 6 i - 'PERFECT•PRMLc i PLATE A RODNEY STOKES CO. i /2O 'Ile . of 20 v p vii / P.1= 260.06 o T�Mfi. W 31.40 OR /G /NAL GND OO O e/3 1714' 169.96 /7/4' Ic � �ho �r h m �� ❑ �� v '`� /io ®� 260 to N�5 N N N h z �� t i a• c; h /so VC. o � N N — 260 250 • ,� ° ao ao "') �'�� 2100 j "I N � � I . '!M • h h N a b ttoa 4i Q p i M Z m � a o lV D *� N / / 0= til� 04.16'• -18 ",PCP Z 3?. o ct p v1 M hi d' c .I� �— @ 0.899 .113 O ni try N N N b O * (L fj M / Ci 2GW' O (al S c'� ` If1 t� ,� ni ►. > F ,YAAI. 9 �i �(1 N N N h ch h 1 �i / �' F: /O"7cE T O S ma 254 m a to N N �; o h m m ° �0 °� n °° �, ti, \�'o�� � N (p 252 N N 250 �� �v�\ 90 � � N � roA > ti °� .� � c� �� � s ° � o t". m �, / W ti° 3 W 260 ° N —250 Z40- h 90 250 3 � ° P�POF /L E OF-A r q� �' s' v I �� N o �'eq ti C4 N CUL - DE -SAC � � r•�`- � `' . 0 fo 2s %, a 1/ / - � o8 " -STORM SCALE: HORIZ MIN / P� t 14f �° SUBD /!/ /S /ON BOUNDARY VERT. I "= 4' 1B " w :_ _ rlOaD2 A.C. P Z ~ F 19N GAApE 25 + C - 200 @ 0. O!/ER WITERMA/N C 'T� f Q 3 B I . 54 - 8 " 048Y 350 ' � J Z o _ 8 .. PIIC. CA) SO 0.46y w v� SLOPENOTURAL 240 �N yp ` 240 148 M o b �' ° PROFILE OF y 7dPOF .7;4G° Q j O O M N j 190 'CRUSHED ROCK BEOO/NG ZI j Ufa R '` C B ETIIRNS L46 � d °� , PE2 sra oW. -5 o SCALE ; H. / "'&' O ZS 90 G 9 , / P , 244 Q Z42-5211 E. 8 "P. W. SCALE ' H. / -50' RadI Ora GOR/ylE.? G.�tiE z PROF /LE OF l� / "= 4' NOTE : STREET J T ' 32 '/Y/0TH, ROLL CURB ''/ O.V aG • r'- SO' - WATEof MAIN /N 20' EASEMENT /S 0. I ' LONER THAN ¢ CL E AT /ON. vE,eric.�C r �' i I I I I I I I 0 1 0, URB 4 7A U ! Ab La rA cw sm RADVI/S LEmm 1 7*4 9ffS •Qf t /.&V' 3/.40' a"* 36' .�" Po. 00' 3t. 6d ' COME OFF 0 90 9' P 96.29' PULL JOINTS A5 REQUIRED /2'MAX.1 TO GET ON LINE ~ O , • ZT 44'45" /S9.00' 77. 00' `/0 me0t0' . 50.95' d • 49 2Q 00' 17. /4' ` 4 " ZO. Gb' /7. �I � 3 46" 3S. CO' /69.96 r 0 1 CgPABSY ^ p - 20'Hl4TERESMT o o ff df 6id'GV "E - 3.45. 68' R 4Z i a l 44 45 `� 46 47 48 49 50 51 gy p; a� fit 41 h I 1 1 �q ��� � / �of�� �� STORM DRA IN DATA xx TTIIiI x ti/ ,, o" /, oG AV DELTA oR BRG RADIUS LEM M REMARKS l 96 ssr 10 N0 "W 28. lfo' /aWRcLPV ® I' 7 N89-05 , 2 d= 33'43'29 165' 108.89' LLT ® 'I 40 9G CP 10 A 5 /B� i h SI . 11 h ilk i h � I 8 /e >t �F t �o ° >� 0 PR/l%4TE 570, IV D.PA /N I b 6 36 I 35 34 33 3Z 31 1 'e - ° , 5r8�' DE 5' 37''10 " o �I� � � 1 30 c 39 SeWxfANO kJ m l 6!/.9TER LATE.PAL3' S r h G ?� cA 1 0 0 °Q FEET QEH /A CURB �` 'd ^� a °� 0P A I0<' to p ti; ,� � �. y y RICK ENGINEERING COMPANY � , O G'0 �OFESSI PLANNERS • CIVILE MI NOEERS • LAUD SURVEYORS Z /.//E. 1 �1 V I R r � Q' h N p r CL%R!/E ��I� Q.� C 5020 FRIARS ROAD SAN a E00.CALttORN1A 94110 TELEPHONE (714)41110707 . Q; r CURV® '� /. I °'; •`' ' > ' , ' � B'/O'/6'4/' � i i � N °C � mP �NO. 284 48o�p PRIVATE CONTRACT R 75 SHEET �f -USE 6 =6" P /PE LEN6US L•5�82' C /01. of (P EzP.Oa-3190 �� COUNTY OF SAN DIEGO Z. ORM6R *434 7 CIVIL r\ DEPARTMENT OF PUBLIC WORKS S Tf SCOI AT E 1I lF c��� PLANS FOR THE IMPROVEMENT OF: Dam co on qA&&$ L Z EMG7H B R A E C A�WWS � zam om mm RADIUS LEAwN maws BENCH MARK COUNTY OF SAN DIEGO N 57 - 13 1 30"w N57'/3'30W 21.32' B" pvr. d= 33'43 ?9" itafl' /Q9. d 033 Z9" 1X5 /03.00 •t AESCRPT /ON; yZ IRON P IPE SET IN dWC. MARWM9YSTfEL TRACT 4328-1 N89 "E 32'51/ „ N89 °09 / "E ZZ5, 11 7' " air �'� � 1wr — • omaifli•R Afmw1 OM• °nA•d wl APp• .J. MASSM d =4 °4Co'2O" 290' 24•/8' N89 "E I /0, 0 / LOCdT /ON /.95M/. Fk?7M /NT SdNEL /JO d�E�K /LKENNY (h c N � _ / /(, /% AS BUILT Gl� // L EZY .JLaW AWWOCSTER dYE. IN FENCE LINE RdYNIN64 - eA( s•►�t "t E "... � FoF'; RECT of PtIeLIC waw d= e "' 291'1' /d. (p' �� � d •/O ° /i'•// 300' 51.82' •. ., & 2•.X:'1.5" 280' /4.87 N 78'1 'POE 67.71' 17 S/0 g AWYNF57ER AVE, ¢ S. Cld P.1IF 0 I !qi " ", 0t 0 k Ck••k•d by T Al N78 82.71 W A.C.P. CL. 150 N.78°46'20'E ,` " RW&W F,PoM , COUNTY BENCH LfYfL c R, ' ' N 0' :56'59 "W /22'_< b" A.C.P. CL. /SO " ELE1/dT/dV : 71.516 OdTdM : US.C. G.S. 28446 ) FILE N0. PC 1641 MONCT RO.$ 'PERFECT'PROFU.E PLATE A RODNEY STOKES CO. W NOTE: R&I CU,PB /S 0. / ' L 0WfR 10'y v Ou 7114N � ELEK GC =27o.OV + Z G L= /53.9¢' �O d110 �� W 2G� � N qi � 1?70 � `\j m ►. o N �; v ti �b O \ I\ 6 ACP \ N ti Q; r\ N N t\ I\ Qi ni "t; ° �r�„ �� o � p • � o �° ,�h h / \ I 2 5' /e '� h � � ^ ^ tv ti a ' N N N IN W h ER �X6 PELY/CE�P ®� o / - CUG - QE -,SAC PROF /GE �e 8 X6 \A Z v� a.�/ Go p� •gCACE•' �/OR /?'O.t�T.9C /y =moo' CUL OE '.J�'AC 6&60 GE �-. aG � � e� � Li � „•(�P' � M � UERT /CAL /' =G' . / " =40' ° h y ti / � b g o �(/ 250 $ �o /° ti Of ^ \ N �xa PEo�ER I I X0 Q' nia IL � N ' `g 1'1 ° `��'� 8 � eo'cuea- I 1 0 ° �° cv 9 m MAA15iT /ON IV 000, // / 3o m /2. L= /O/. Ga' L= 39. ❑ ' J '•�, j1 � B a 6EE 541,1 A10. 6 RETURN PROF /LE M I ti� 5 h 55 - 2 i 240 � /GE Of Ge491W4 R i°LACE 250 1 1MfLI� . , /eo tj 0 III DEFLECT 2 ✓alvl3l .0 ti / E 0. B.QA/(/OC.?ES ° SCALE.' d ti 110.¢7ZONTAL •' / "- S0' ro a o ✓usr s e J O SCALE •' f/O,Q/ZO�t/TAL / "•5p' ,�y� t c Y - � n �� �► N r� O 'V -0 AX) I To varc� f/E2T/C.4L : a w O O II @ d ti h h h h h I I Q �G I4 38.06' 49 010= H PROF/CE OF CURB RETURN SCALE•' HO.Q/ZGWT/L / - -_ moo' ti SCALE HORIZONTAL /" = 20' W VERT /CAL l" : 2' 8 2 O O � CURI/E OATi9 4 WATER DATA d CUR! /E OATi ^ \ , e 97 00' I� M�� URB DATA L =5633' �= 29°32' I� Q 1 \ M'J QELTA pP BRG RAD /US LENGTH REMARKS My DELTA OR BRG. RAD /US LENGTH REMARKS 25 T °35.25' o� g 7.734 `� �� I a � 1 NB302G %45„E 13.0 1 /O "A.C.P. CL. /'SlI 1 °/45 ° 39'4fG" 40.00' /0/.63' kaL CURB h W `ri A p \ 50.00 8 A.C.P. CL. 1 60 SEE GLTA /L TN /S SHEET I / N83 2 64 5 E " I 490 8/ at B2 N39.49'50 "E 26.38' g °47'OS'ry �l w126� Z� iv` Q I� til, �,� ml I N3'4TOS "lN 60.491 71,671 " 4 d =gOe 20.00' 2g. /d' 5 a I � I I W W I � � o V �� C Olv �� `��j,' �,' ,Q /1/.j °`/70.5 � • 34.55 ., „ " 98.21 1 G "ACP Cl /SO D =2G0 ° d .J13. 4;0 d =17 52 29 90.49 IV 446f C! /30 A ti3 °4705 ~/!� /35.39' p;�i� O / �3 h ✓ 1 1 o n \ !0 4 " g4' 7 d °B7 %3'So" 25.00' 38 06' \0 9 8 E. /OZ. B/ To \. 3 NBZ°07 0.20 °35'2G" /3� 4f. /00;" IRXL CUk'd 00' /°geeemj,�NCfi'OIP la, 6 9 _ s d =S ° S5'20" P9000 29.98' / ® I O = 2g /3' �JO N � y'EE yvfEE I .v0. G I ��\ �\ g. 8 � - - /0 - a��j � 0 Nc� 03'03 E F ° " lV 3 ah°I�y� o I� 41i a h n - 15 /� EOUC ° " //2 �9' F o NB2 °o7' ~E 80. 97' 1 0 D _ I3 A N�9 °0305 "E ¢9 � 6 ' ACP CL 3 /30 / G'' 5'20 3/6.00 32.GG' c ht L:II A \ J 1 18 12 x 2 �O_� V �:;;..� I 1 '`� h,' V14, N 6& 00'59" E V J TRMK�- .....:I' :1' . p1 Lp Z(°,00' /a "IVP , 86 �, g5 �I� ,� .vds o,>r os E /sz2�' '� SEWER DATA avtt. 1 L , � l I I M� GIELTA o�P BRG RADIUS LENGTH �I hI g8 - -- �i ♦ ,� (��- *,. dq S ° lio^'I h I �Q REMARKS .: �. d : 7/ NI tiles P•� V o " �, 4� �, c� 1 v 6U'.74 8 P.V.C. -Is� o ^ * ern it " Q CURVE OAT.! LiCU,?vE Or9T.9 �^ �' 3°47'os"w J-5 ss'zo cVl? �___ - ._;. O \ O /O OOOIIBP9N0CPE51" /W / /5 0 0 9 d= 2g° /3'35" �� , Cry - - - -„ '[ 4 5°3320 /B /.GO' 7 N82°OT'46'E W 10xa `< rt..i \� y o �° =/6>` /7�°ACii°ic ?A�'c/% ,orlC /f /C k41VC o 5R. 1 cr� a .v83 ° 26 " 80.97 V W P7kF0 ? O i I y y e iSO.00 ?• >700. 00' A". 00 5C SCE / "SO to nG O SEE y HEET �V ' 73. 90' E- di oi' NOTE ' , " f ° 29 32 3S /.SiO ch' 77. 3¢ G6 of �gQ/!NO C,QEST �n ST!/B S E/vER A,t� iY4TER �t/B9 ° ✓�` %O "E of / t /G4i• 00 a? 74" " W ,SEE ,¢/6h'T h'E.?EOrV 647,510425 S' BEh� /if/O CU.PB i!/82°07'45'E 37 7/ N B3° 29'45 E 449' 1 B•Q•4�1/D C�E.^ .�8' d =910 ° �'� 3.00' 9.7/' TYPE "B "CYlPB L /�t/E. � • .S ° 55'20" ,gGt�OQ' 1 /.O /' N / /s7.29' NBIo°/2'S5•E /6.00' G "TYPE'S "CUrP6 N3 05 3.G1� • 27.00 N3 °47'05 "W .3�.�' „ d 9000014!0" 36O' 4.71' MCYI TYPE "B "CURB T,94NS 177W iPLYL CU�PB 4 C!/PB _ RICK ENGINEERING COMPANY 4 7/ r '' PLANNERS CIVILEN(iMlfERS •LAND SURVEYORS '� - ''- •- -- -�" - - 5640 FRIARS ROAD SAN DIEGO, CALIFORNIA 94110 TELEPHONE (714)491 -0707 TOP OF ROLL CURB fTOP OF TYPE B "CURB 0 PRIVATE CONTRACT - I �- _ 4/ ' 4 ' G "TYPE 'Y"' CURB Q v G 8 y� • COUNTY OF SAN DIEGO 3 TR4WS' /T /ON �g' ,' ® E CUTTER � o� SHEET m L =4.7/' ' `.s' I Y NO 28448 \ DEPARTMENT OF PUBLIC WORKS SH LPL //f /L TYF� B "C 9 R "• EW 03-31-90 EL i �' PLANS FOR THE IMPROVEMENT OF: TQP G� - CURB PROIF /LE co3'�PETURNR�40 /US ? � TY� B- �U� X14 w ��� ry � p ��°'� COUNTY OF SAN DIEGO F TYPE " B "CURB p' I - " N. TS. C TRACT N 4328 -1 COUNTY Ar►ROYED CHANGES BENCH MARK ~ _DETAIL : TRANS /T /ON 0674X: 7WNS/T/ON "" D•'"'p'"" A�'� lo+' Do" D „ 6 ,, I/ 14 PIPE SE'T /N CA1/C. MQ,Pe le J P� I � M►rsv J. MASS n!zs. AS BUILT C u si T T ln-OGD N. T.S. �J !>�LL CURB TOTYf "B "CY/,QB a G L «eri.,,: N. t S v slon En nnear FOR DIRE OR O PUBLIC WOR KS R&4 CU�PB T07YfLr ""a04rCUTTER Vic. /N /N 111/6 �CU Q �, f # Engineer of work Checked by 0ECORD F-00f: CWNYr aEm t LEVEI_ Q . T wQI 11, Approve date ELEI/,4TlCW: 74.516 cmrUM: USCfG3 R.c.E 2844 / - ? -8 af L FILE NO. PC 1641 PROJECT NO. 64336 433 6 'PEAFECT•Pggra[ PLATE M RODNEY STOKES CO. MOD CURB C L=32.G4'❑/ PROF /LE 3#60.2/ 3+•60.2/ NOTE l.) TOP OF 6" TYPE io 60'V.C. " " " -- - v� MOD. CURB / •/ _ / 99 12 FOR _ , 5' "B " /NLET S' °B " /itfCET G CURB ARE EQUAL �� .�� P. 1. = 122.13 C 41, W >� TR. UL- GL� -S,4C - 27' PROFILE 4VC. 4 B• l6 2.) POLL CURB IS 0.10' .3�15� ( � X12 +40 O yj hit el °� A / = 8,09 1 LOWER THAN f EL E V 0 , P� v �F m a a I PROF /LE: STORM APA/N ��� 1 e ( PROF /LE: STOW DR41N � 'yAR ��4P'�sr \ �" SCALE: HORZ. /" -50' 1' r ( SCALE : HORZ. /' -50 ' O N N N ' R R ^ M 2 0. ✓ERT. / 4 r R cv h °' M oQ W 24. �f0�/9 ",9 C'P. 9 QGON /B „ AC P 4 O� N N A A C P /3 +94.99 W �. , I` N - SEWER PLUG 32. 50 Z. A. ^/B A.C.P. y� " o O m i � m <Yi D*� x _ 0 97 � ' Q op @ 2.041''/° /0.00 L.F. B PV.C. 6D 7.88 /o 4 b m Om C5 Q W 120 ZZ 94- ° 50 �c. z a 0 0R ti m ti m fY i ,� o Lv W 93- a � N 93 � � _ H ti �e� o � � z Q a 4o' �c. / © S W 9// ?�1� a�� m2 �o `�+ Qp b�i �I 1�' m °o ^v � ��'� o /o+ m � Q too V. . m n m m °�°� ° P.l.= 85.77�6t00 p / �~ �� G 50'V.C. ^ ^ ' N. /' v o(� ;� o o o 0 P 1 - SEE Sf/EET M0 // FOP \9 = Q g I �1' Q O � �C STORM DRq /N PZAAl "PROF /LE 0. Q � P. 1. 93.64 v � • o ., �, (�+ cu - O m o �- I S'LY CURB RETURN N LY CURB RETUR I 2 �� �3t50 W o° ^ �� / m (. v �o - 1 0 f SCALES: HORZ. I 20' SCALES: HORZ. I 's 20� I !� \'� / o ? VERT. I 2 VERT. I 2 2 Z v v I. w co I \ _ d 92 ��� l /0- oaf o o °° W !� !f L 164.64 l in U N co b 0. t0 N O co 2 0. co h o ol. N ti , i, p `n vj m m *� (�j C�1 � ZE ^ rt i „rj C14 en y * Q 1 � R W �� 0 n a m h A h m� C R r► "i o 1 /53. 94 ❑ 25.13 4 M FL7PW 4o VC. o� N a m 412 CI N V M00. CURB 2 "`� °� M M L 2614' PR OFILE 0( v = . 22 0.i b Q L = 28. 9' 13 PR v - QO'ICC. - - s .I, / 0 �4 a Q L13 =6.7/' � ° \O 0.i L/3 =9.63' W idJ<A 4 , / O \ L�• o m o Or RRPC7b O `p C� Z �9 -��/ � ° �o / �� 94 C d/2 � 3 N m N N g o Q U a h yC. $ N ` ' Q °D s o B.o. ��a Z _ "PIS I�I / 3 o ° 0 0 41 a m o Q M �- J -� 180 96 , r 8 0 0 N ° s 5001° N � o N 104-- g "o m h !F h NO Qv � a � � ti m a o o X106- ti I< 2 N 4 W II O / BEL AIR TERRACE 5 / _ ►. 0.6 / PROF/ L E ' CUL DE SAC oo I 103- 2 10 p 105- SOIL SCALES : HORZ. 1"-40' �� \ ~` o N 8" Rte' T. �,10 �o�c 2a3 gd OC VERT. // ° „ CUR o , �I°� @ 3.7/ / �� ROF/LE TENNIS PLACE W / /s TENNIS PLACE PRO�ILE BEL A/R TERRACE NE LYCUR8 RETURN NW LY CURBRETUR/V�G �> �' SCALES : HORZ. 1 "- 50' PROFILE : CUL"DE -SAC TRANS' - -" ROLL i� G' SCALES: HORZ. V250 SCALES: HORZ. I " =20' M4LE3 1108/Z ! ""20 �6 VERT. I"= 4' // SCALES : HORZ. ! ° =40' FRB o / VERT. I "= 4' vEar. l = 2 vERr. > - 2 I �l1 /Z /,3 /4� 1 3 4 5 / G 7 vERr. I "_ 4' C URB ATA M.H. NO.6 2T. r9 CY.(P�✓E 44TH E INT. 2 +92.53 B.C. TENN /S A. TEE "' /io "s✓ (, d =37 °02'/9 Ak? DELTA OR BRG RADIUS LEAVrH REMARKS �Q/ �/� " " =C INT.2 «9943 PACIFIC R4NCN 2% L= 910.97' 4i l 1 d = 93 30' /5 20 32.64 6 TYPE G CURB DR. // 3 "3 G¢/ d= 20 ° 58'23 ° 134' 49.05' If Ir Ir Q• 3 "E. 146.57 ' u / b� Z _ a . �tCURVE OA TA N.42 ° 05'20 X j h° 0p. I0. +3 0 _ Q �I d= 33 °02'30" 134' 77. 26' o n n t] 4 "C0. d =19 ° 14'05" Q' 3"/ z (� /�r1� q:CUQVE DATA 1 \ hl `� R- 550' �� *1 0 1 4 PACIFIC RANH , r / 3 /� 0 1 KENO Y9 d 33 °02'30 �T = '. I 1 \ N p I (v = ' ml ` s x N. 3 0 02'50"E. 169.46 II n C EC 1 N CROSS GUTTER PEP /2-, �' I /� DRIVE SEE �? 4 -111 R= Iso la X �\ / , h . hl A= 251 ° 59 44" 35' 153.94' u ` 7 A= 7/ 20' 25. f3' ROLL CURB SH EE 0. jlBJ L = 66.50 lQ 1 '� '' ' T_ N C 2 i �- i 1� v n ` ` I l °r ��+1 j Q cn M. H. NO. /o m n (► / \ / /`�/ I m�0 Olots ml I I l 4, t i l l c FOR DRAINAGE j Cy ' G/ 1 plz rl o,l E 9 +94.22 BELAIR TERR,4CE (p . i �I � 0. l SEE SHEET N0.11 N. 9 02 50 E. 117. I S II q a I 1 I I =6 1NT 4 /2.Oo PACIFIC `'� I / p" 0 v. cY N m c; I 9 4'33 ° 02'30" (66' 95.73' 4 u �,,% g'>% / i� x p p�'�i "' " + N I °+ RANCH DRIVE l I 4 \ i iuil� i 7 1Q la b N. 42 0 05'20"E. 146.5 7 u U z /.A 3 ' r 1114 r '` r- /O'x8"k�0 / 13 I l 21" 166' 7Z 6G' G" TYPE "G" CURB FOR STORMORA /N / / I h� �.;1 , 1 1 -L / h/� TYP J 9 +8400 /O'iPT /O "TEE N Q 6 ° � n � PiPOF /LES SEE SHT. - �= � �� I � 'o /� `" ` `-' CANE CJ�F.4T SU ..PULL .X.YV75 ( �I^• /'o w 6 co 1 3 +43 /0/'/- T 4 1 / o AS NECES3',9W USE A 82 45 11'/4° 5YT1P / �l BEND TO GET ONLINE r3 - 09 20 . 2869 u b II N " " � �� ., - �./ , yii r2 6 32 0 20 24.27 II u u II 4 N. 31 I d' 50" E. 6 I. 6 I, I/ rI r - 4 u U TYPE HOWL. �� /„ o/ i / s \� / 2/ 9 A= 19 ° 14'05" 534' 179. 27' ROLL CURB PER D -34 ���a� �� O` // i 3 " 6 I � I PACIFIC RANCH 1/ 4 �l - s N. 12 ° 04'45 "E. 52.15' u 11 /h �� L J ? � , DRIVE SEE �� �/ Q l 19 \ 17 d =71 °5944" 20 25.13' p II oQ a` r 1 1 1 �. \� SHEET NO. / W I o l p \ 59 44 35 \ / I ( a1 20 CURB Q� I» I �' /B 1 1 22oi1 2 a TRdNSI TION I A = 251 153. 94 u U �, , � 1 21 1 1 Q• ,�/ LL, / � /5 , I I I - -� I I `FI I �0 9 N. 12 0 04'45 "E. 104.46' II II ATE h; / I 19 j 20 i li 1 1 "al ' I I I I I II i I u 11 Y o�� �'r N i1oi N1� 0 h/ h� �I O I ' I 14 i l3 i 2 ; i g STUB SEK/E.P AND {i%4TE.P ' h O \ m, Y� �i ,- - ` I d =19 °14'05" 566' 190.01' p I I I N. 31 8' S0" E. 66.59' Gil "G "CURB h ' `� h * I * ) 1 M \ ro / �� *' �j m m I LATE.PALS S'FEET BEf/ /NO x �' . ( ml N' i �; n� / • I I vl I ' �' 2 d =74 ° 52'26" 20' 26.14' u p p jI CU�PB UHE. I h I - I I, Q) r o �m \ ^ + I 61 EWER DATA M. m h ml 1, AAA Dam ma RG. RADIUS LENGTH REMARKS "''� Q1��8..�86_: PLAN TENNIS PLACE Q 1 6= 37 °02' 19" 150' 96.97' 8" Pvc. SCALE / = 50 PLAN: BEL A/ R TERRACE mI MED SCAL E � l "= 50' N.42 0 05'20 "E. 146.57' If if J=33 ° 02'30" 150' 86 50 I u PRECISION N. 9 ° 02'50" E. 94..46' II q I N. 31 96.67' 11 II JAN 101984 RICK ENGINEERING COMPANY I PLANNERS CIVIL ENGINEERS • LAND SURVEYORS A= 19 14 05" 550 164.64' 1) U MICROFILMFr) 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 N.12 ° 04'45 "E. /09.410 II I/ ® PAP /lG9TE STO.PiY! .01,0,4141 �OQROFESSrpN4� PRIVATE CONTRACT N. 12 °04' 45 "E. /D.QD' Ir h h QQ� G Bf ti o g ym STORM DRAIN DATA I, t^p m S H EET DEFARTMENT OF PUBLIC NORKS IS EET COUNTY OF SAN DIEGO 1 3 WA ER ATA N0.28448 ✓ lIb DELTA OR BRIG RADIUS LENGTH REMARKS UP. 03 31 90 � BENCH MARK /Yt2 DELTA Ar►$�4G RAD /!AS LENGTH REMARKS N34- 19'46"91 58.8&' 24 "A.C.P. ® q c,� ��� DESCRIPTION: ' 12 "fRON PIPE SET IN CONIC M4RKED PLANS FOR THE IMPROVEMENT OF 1 N.62'98r4b"E. 12.51' / a. 2W Nog• 52' /7 "W 0' /8 ".4.C.P. ® rFPF CA LOCATION: ON: /.5 Ml. FROM INT 64N ELIJO AVE. B COUNTY OF SAN DIEGO WA E A A CONT. KIL KENNY OR. E L Y ALONG MANCHESTER 4VE. I N N.72, °¢ ',E, 25.03' /I 1 1 N5/ °45'48 "E 4900 ,r ® FENCE LINE RUNNING E 8 W 17'S /O rE MANCHESTER N -62 ° 31'04 "E. 25.03' N310°43'Pd "W 32.50' •• 1 I AV DarA RADIUS LEMGlH REMARKS AVE. & G'S TRACT NO 328 -1 IY) Id. 5? ° 10'1?" E. 25.03 6 " A.C.P. CL. COUNTY APPROVED CHANGES /0 PP, # 29004 N 90'454/ 'IE 2/.26' 2I" m ® N.31 67.62' ►0"A.C.P CL -200 RECORD FROM : COUNTY BENCH LEVEL " 05 , 20 ,� , No. Description Approved By Date ELEV4TION 74.516 DATUM : LLSC. 9 G. S. Re mmend�4or ppr v N.42 I L prove . MASSMAN, E. t 172.58 " " Nil °/8'22 "W 6.60' /8 ® 1 d= 16'44'20' 560' 179. 79` AS BUILT C // \ 9 R N. 31'04'30 "E. 1,3 DIRECTOR' OF PU BLIC WORKS ` .00' rl II N 31 "E 58.69' 24 PVC. 0 d =0 ° 29'45" 560' 4 a5' 6 "A.CP. CL -200 0 s "b ,on n in N. 31 °04' 30" E. I'�A.00' I " d- /9 °O/' ?0" 1540' /79.28' " " ® N.12 "04'45 E. 114.46' 'I rr " II Engineer of work Q � C hecked by T,M. N.20'03'40 "E. r� . 200' " " 9 N62 ° /3'51 "W 24.30' 16W..P. n r " �. �uAca N. 9 °02'50" E. 1117-96 / - ' n 'I ® d =60000 371 30.03 10 A.C.F CL -200 R.C.E. � Approval date 26440 3- 1 4326 - ' mj FILE NO. PC 1641 PROJECT NO 3 3 8 I'., 'PERFECT•W.OFILE PLATE A RODNEY STOKES CO. O � /� 7fG5.Q3 •�S! 9 � 8 3r 0. ^' \ w h� 20 m \-A�AWURPdL GeADIE EO °' 00 i n A �� 00 at 8 y o P o% �3 \ 110 h , -�'�% 4 Q / o 6 + \` N W H Q 4 1 . 1 14� 1 06 B \ A MO v4 � 40 v Q 100- 6 % ' 0 \ W q N N IZ I p.GP SEWER p s > 90— / /43'- 8" P1�• L° 186 °� o 7.3 o 0) t 40 - X8.7/ °( Fn C, lao16' _ PROFILE: OFFSI M SEWER z N so' v.c. PROFILES: SEWER WAT ER 5C4LE: NOR2. l'_ 50' g ao SEE SHEET NO.4 FOR PLAN VEkIr 1 W t 1i i P.I. = 89.41 SCALE 5 : HORZ. t"-50' `45.00' - 6" P.V.C. VERT. I" _ 8' 0 _ I- 50 VIC . Or to. °r° 14 16 16 17 ib l0' .56'WeN SEMENT 7Z) pIFF QT F!/PTr STRl CT PER 2EC. 12 ✓D - 8� X15T 1NG m' PIPELINE ESMT. TO 54N 0IEGUI70 >- \ ' IRRIGATION D15TPICT PEP DOC. RECORDED 8 -2 -79 D AT F/P 70 322692 j \ 1 \ � fol I EXISTING 23 ' SEWER EASEMENT .... ' 70 CITY OF ESCONDIDO PER DOC- 109 RECORDED 6 -15 -72 ATF /P 153101 M /Q' t l ap TING 5 'R040 E UT�LITY C45E ENT / ANC, k� I " y s • 212 " IO g_7 I EXl$TI"WEP EASEMENT 7n ISO k %�' o i � A ? Q 1 Cq c . P kV0E, T BAILEY /NC. PEP DX. / T - - - 16 +Be LA RECO�DEO to /� 72 AT FIP 75 APPED WYE /7f 72.40 E. C. ?- —{ ,< ----- _ _� / c \ VI 10 l -- N43'4G e W 37 5 6G' f7 +39 906HT _ CAPPED a 8' POLE L E EASEM T TO 5G. * EX. 30" WA EPLINE 41 I 1 60 �MENT' PER DO0 C. DEC ECORDEC� 0 -5 - \ y� _ 10'( C EN A \ AT F/P 7G 327507 / S END � ll1/G 15" VCR SEWER F = \ l0�SEWER EASEMENT 7Z) \ ° - CAROrFF aWITATrOW DISTRICT \ PEP 00C. IPECAPDEO - 83 / AT F/P rd3- 4`(86 I 2 NEW E` / 107 / ¢i�10 J� I ( S EE SEJEET 3 FOP SEWED PLAN pY,QN• OFF$ /TE SEWEZ NOTE CONTRACTOQ TO PO AND RICK ENGINEERING COMPANY p 8 " PNC VEk' /FV r4IE LOCAT /QNS OF T4IE PLANNERS • CIVIL ENGINEERS - LAND SURVEYORS V EXISTING 30" WgTEk'L/NE AND /5 " 5670 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 TELEPHONE (714)211-0707 V.C.P. SEWER PP10k' TO IA15WLING PRIVATE CONTRACT TUE 8" SEWED. SHEET r COUNTY OF SAN DIEGO 13 I O DEPARTMENT OF PUBLIC WUHKS SHEETS � (� x x x - FENCE (I �4�L ��C��� f:ai PLANS FOR THE IMPROVEMENT OF O I COUNTY OF SAN DIEGO � z �� /1 COUNTY A CHANCES DESCRIPTION: Y2 "IRON PIPE SET IN CONC. MARKED BY TRACT - 743 28- 1 lJ LOCAT ON• /.95 ML FROM lNT SAN EL /JO AVE& K/LKE No. D..eripi6R A/r °v6� y Doe Ra ended for pro v° Approved . MASSMAf� AS BUILT �� f �( OR. ELY ALONG MANCHESTER AVE /N FENCE LINE Su6dl mien En i er Fo DIR 0 OF PPIIRI I � pQa RUNNING E. &W 17'S 10 . (t MANCHESTER AVE,& 5E I NQY: _t Engineer PP 41 29004 n of work Checked by T RECORD FROM COUNTY BENCH LEVEL e.��_� Approval date ELEVAT /ON: 74.516 DATUMS U9C &GS I R 284Qg 4326 '! I FILE NO. PC I I I p,/ y� q i PROJECT NO. a 'POWECrMome PLATE A RODNEY STOKES CO. TYIW � h \ h V b /80 ° o � W 1 91D- 2�^Pkr 68.8 V W CL 2 ,I \ qP /G/NAL GND O 7fi7 \ FOR PLAN my ° �I \ t 0 8 SEE SHEET I � � 32.50 LF 4, /B ACP \ 0 �Q- �I� \ NEW At /N E ALL f /N /�H .SURFACE \ Avo I�iHG l'YACL 35 35' FUTURE ljJ C!/�"oFF WA[L3TTYPEA) N 3 /MP�VEMF�NT3 h / CENTERL /NE OF P /PE l ti \ SEE DETA /L QELDA�' W 160 � V � ;• ,�,P .5 /O —� q, � MODfFIED 2 b -69ATE l PER "D - ICI • - SLOPE UIlAQIE SLOPE O \ ° r F \ --- I QEL A/R TERRACE 2¢ P. V-1 ?FE� ff cM. P �XISTI� SLOPE HE MP. 9LGAE \ Q - \ caws. Xi L A� IZYI\ ti . \ op &'X/� 'ACP¢'�I'Gb� `` e ` nwny�� — 9'xI2'R!P -RAP O p I LIGHT "CLASS, in 30 P 2.0' THICK OVER � cri m V ►� 63.0 .05M/ , 1 FILTER BLANKE cOV LFN /9 "ACP I \ h OFD / / '44 /4 CR CL 2Ja'!� 334 �3� Li /40 N o �1 2: W � OR /G /NAL GRO�//VOAT �' � � //0' ��CENTERG /NE Of P /PE h e -N' /.V ,ele.VW a ,u —64 42 "x36 "2E0 0 6%K �+ \ /0'R /P RAP 4' L PEP D 9f0 FACING i 4 , ANG O / E / �NQ4LL CLASS ON ! " /2 ACP 2 /0.00 , 18.38 _ 36 FILTER QLAN�ET \ Q & /.GY�� /2 "ACP /C.00 3 Ac % "RACK / \� �j @ 250 OR.C.R I e50 D �® -C-P -1 36 C �Q9. /f E .3.05 /o ¢.Q9LF�' /B "P �/ h R.C.P. (3500 �— V b'O � 0. 80 % A CL2tN1 E f.AO 4 F PLAN 5� 0 Qj /0+ !l ACo h ✓�'TQR�G1 ORA /�t/ /°.QOM /LES' aE9 HEET % h 2.T5% PROF/L E STOR DRAI MANCHESTER AVE SCALES: Z VET.I'= 4r /ZO ' pV � .SEE HEET NQ 4f / Jb" Ab awwWr.4N !/ TEMP S /LT CONT.POL IOZWE 9,4G.5 5'FROM B'RCP ¢3.401�I1 /. JB / CMP X122W, 3 9, 4GS 11 1611 /A/ 5EM/C/,QCLE , A.POUND C.YIP RISER. I 7UUE OFSLOGE �TDP OF BANK 000 /F/ED WING WAZZ qW 0:35 ADD -6 "W x /2 "E•l 5EE S�TO.. 0-34 ( / 10 Q - -_ 4 AN /JC OP W9*4- I •✓ � A G "X 'L NG "OC LEAVE 4 Cv4P.S } -• 3 W� ® FOR MU/SAM:'E 1 W,4rER& 2' X6 i i °� yP 1 1 STORM DRAIN DATA I 15 9 h1 — 24 P.V�C. /NTE�PI'A/�5 \ 1 A DELTA AR ORO RADIUS LENGTH REMARKS / n p / T -w �\ He�C•rS'Z •E 3?..V' /e'ACP CL &V k alp TE.f•1P S /LT C& 1lL P/R!E ENCASED _ .. k G.PAI�EC d9GIT 14C,PDSS 11/ COMC. NAG•2!S'23 "E /ZO A�' F,PDNT OF XMIS `WAIL / /B�' 2!�'ACR CL 2A0 i �, 3 ,f 0/ys f//Gf/ MOD(F /ED U WING WA (, a rr+ls gin" Aso ar �r. `7 /L /' D W� N. r.5 ,vito�'�S�E �—• ` o Z Q //VLET DETA /L \ N � V N.T. S. P.P /DATE STORM D.P4 /�V Wo u� P RAP PER � - D /55 /H4TOR D " FACING CL455 ON — — — — — — — R - 'C.i/P 69 070 6C� MODIF/EO W /NCI WALL I Iero.5 r- w. PEQ D -.315, W =r Fz7' SECT /ON OAY !NE "OPEN ING 124.5 fL AvW1141ED A/r5 „ �_ \ \ J /4/711 DK9,f /S �PAC.f' CAGE e" INLET 24 "PNC. + \ � A 6, �V /4p' -12 5LOTTEOCMP \ WALL / •r 2 . TYPE A I - RICK ENGINEERING COMPANY o ( QWESSIp y SECTION A -A QE a 4� PLANNERS CIVIL ENGINEERS •LAND SURVEYORS A CF4- Fy, 9990 PRIARS ROAD 9AN DIEGO, CALIFORNIA 94110 TELEPHONE (714)4111-0707 I t .> PRIVATE CONTRACT l ' � IA I ( N0. 28448 _ I � E)IP.03 SNE[T ` v 1 \ �, Z �V ' ` , V COUNTY OF SAN DIEGO X mi : � N p \ T h < \ ,'V N 9 ClV1� Q� I I DEPARTMENT OF PUBLIC WORKS \ �\ 1 k I 0 F pL r - PLANS FOR THE IMPROVEMENT OF: v W BENCH MARK — � / Q� DESCRIPTION 1 12 IRON PIPE SET IN CONC. MARKED BY C OF SAN DIEGO / Z 1 �" ` STEEL P05T i ^ 1 LOCATION: 1.95 MI. FROM INT SAN ELIJO AVE. d KIL- TRACT W 432 8 -I COWTY APPROVED CHAHGEf / KENNY DR. ELY ALONG MQNCHESTEQ AVE. IN FENCE 149. D9seripi911 Appmvd 1y Date LINE RUNNING E.& W. 17' 5.10 4< MANCHESTER R ee nd9dfor 4 A MASSMAN PRECISION AS BUILT RECORD FROM: 2 COUNTY BENCH LEVEL vial" E 1.99. FOR DIRECTO OF JAN 10 1984 ELEVATION 74.5!6 DATUM S U. G.S. Will At MICROFILtn�r1 [nsin� w 9fw Ch9ek9d►y T \ •G`u AHrs"9 9N :MED. R M6146 /- -ay 4 328•! FILE NO. PC 1 1 • FROMM W.aw 'PERFECT'Ppmlc _ -- - - PLATE A RODNEY STOKES CO. STEEL WATER MANN 12" STEEL WATER MAIN 5.12 t.100 5- 12"-150 Z wj N n ° WELD ALL JAIAIT5 N -Zt WELD ALL JOINTS FINISH GRAAE CCUTTERUff TY ks c h. � o �' � ►�. PIPE �r ° :n� �v� ono t n 1 07 CT / \ \` + e SACKF/LL TO PROVIDE Of NATURAL GROUAID �n Vol VEHICLE ACCESS. 4'M/AI. O O \ CENTERLINE OF PIPE J M / — — — _ — -� �\ DEPTH. _ 2� ��i �/ T \ \ i 1 + � o W �N `iiN m / N ° • ` � IV � O p� N \ \� ,n3 W i � F /N / SHED CRAQE 1 �. j IL aC / / N / I ,� 1 R $ �� �L Lu 190 >W iF �O �Q _�/ N / a 1N ��0 "" v j W N b �' /// I Q � 1 \ N h j 1 I \ 1\ �' 3 tu � ' 244 V � F. G. @ 20 % - � . � NATURAL GROUND ATE\ e`0 0 N /// / Q 0 N \\ N j + CENTERNE OF PIPE ti 01 / 0 �9 \\ h 4' M /N. Gi9RER ti 0/ o NATURAL v co "� _ G/R�UNDAT \\ ^i N `�' I 4..19 ° I�� ~ CENTERLINE acAl ZZ 200— 8 ti * AME: MrarF NALS �o 220 Rf_6: 570..! -/40 � � � O9 (P.sl ") 1 N� t o PROFILE OF OFF61TE WATER AWAI a PROF /LE OF WATER MA //V It I SCALE: HOR /Z / " =50' VERT / -B SCALE VE RIZ. I = I Q �\ I VERT. l - -16- - -18- -19- -Zp- _21_ _22- -lO- 1 / / / A / , / 1 I- ��� �/ I /i r _ , 1 1 � ` ♦ . 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Ft. z R.T. ADAPTER NOY11,�19A6 JAN 10 1984 _ - - -- OF v wc.P lz B.V 2 /' ; !I;;, �; / lol `�__ 3£ SHEETNO.? RICK ENGINEERING COMPANY MbWILIIW MICRUFII ���•• / i /l / l// / If i / a OFCXNTYOFMND /EGO PLANNERS • CIVIL ENGINEERS LAND SURVEYORS � a'V //���y�y� O. MO. T 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 / /' lip DW S80I /� , ,'/ FESSIp PRIVATE CONTRACT W DATA -- -os\ /' /,/ 'l ;i' I cER FIB N �OQPD � SHFFT -- - -- r- ONNECr/0N DETAIL q y C• BE y COUNTY OF SAN DIEGO /, l , ; , I „ I REVS Ic RAC . T. s. d 13 My Lam OlR ift RADIUS LEAIISM REMARKS � / I �� ,vl/` 9 � � F � I � � � DEPARTMENT OF P UBLIC WORKS � �_ )HEF "S If twit jw /Q/.L1O /2.4 T " 0 $ Q r&A tlD 2A• 6 'E N . 28448 — — - N2B "N //G.Cb' S -/2" -/50 \ ; ; I ! I �� 1= o �� 2 � tF� �� F>�•a� al so �\� PLANS FOR THE IMPROVEMENT OF to t 1, 11 I I I , 1 1 ' t o \`C 7� C�V��' Q' N 38 °/9'44 "E 247. 00 I , o COUNTY OF SAN DIEGO / \\ � F OF CAL N45 ° /2'Old "W Ll0.dr7`'' , ° 8 , ; , 1/,'. , , '� 1 Q� /) BENCH MARK _ TRACT I ".32 con e / • . „ x N � L A / N COUNTY APPROVED CHANGES / ff 47 52 E 22/.90 \ I 1 , �� �� \ OESCR/PTION: ✓2 "IRON P IPE 5'ET IN CONC MARKED BY STEEL POST — - - - -- e ,w Na. Description Approved By Date Re ende fo � pprw I Approve .J. MASSr N .5 N /34. B6 x ° \ 2 \ t 5 ' / ` AS BUILT LOCAT /ON: /. 95A.0 FROM /NT SAN EL /JO AVE 0 K/L KENNY DR. G7✓ ►' / e r " I _n x 1 i; \ C� // ELY ALONG MANCHESTER AVE. /N FENCE LINE RUNNING E. a XtrXS QS �7 W 2B 2B \� , \` � /� d` /TS /0�. MANCHESTER AVEy"SE /OF PP 2#000 s °e °n E ° r F cr OF PUBLIC w I I "IN 442.30 x I \ ' '. _ Engineer of work Checked by 1: \ \ 1 /2 "A. C.P. RECOADONO745/6UNTY BENCH LEVEL OATUM USC& G5 T EL \ \ \ '/0 11 EASEMENT +'' �1t+.4JL ApnrovrII dote FILE NO PC 1641 �- '` vlalrcr ra X33 'PERFECT`PaosaE PLATE A RODNEY STOKES CO. 1 I EXIST. FLANGE SPOOL WITH ,- EXISLI2 "0.6' -0 "FLG. C. I. SPOOL THRUST COLLAR,, ) .12 "0x0' - O "FLG C. I. SPOOL - EXIST. 12 0 FLG. B. v. FLANGE SPOOL W /THRUST , /COLL A R 12 "0 x 2'- 6" LONG i � / I 12 "FLG- 6. V. 1 -EXIST 12 "x 12" FLG. CIf, TEE I / \ Exlsr. f r 12 "- 12" FLG Cl TEE `�, `� FLANGE xAC I EXIST. 2" \ " ?.^ REMOVE C.I. #6 REINFORCED BARS INST ADAPTER T, 'M. A. R. ASS'Y Il -_ " -, FLANGE xAC M. ASS'Y, II I BLIND FLG. - @ f2 "EACH WAY EACH FACE ADAPTER 12 "_ ' n i / I \ 1 1 1 C.1. 8L I ND FLANGE 12 \ I __ i i 21� �` � • i n I I � �� STA 2'1 63 ADD #6 EACH SIDE, TOP 8 \ 2 I 1 I2t25.00 FIELD WELDED 12" FLG. TO - - - -- BOTTOM OF PIPE P EACH FACE ` 3 "CLEAR. x GA. STL. PIPE . FL G. TO 12 "4 . C. P. CL. 200 TYP. R•e24.75 i BE SHIPPED LOOSE. PLAN VIEW TRENCH I REMOVE MORTAR COATING & EXIST. CONC. VIII 1. �,) ___-REMOVE C.I. BC. FLG. &INSTALL — - -- ij \ �s 711 917 & WELD 3 "x I' THICK rHQUST . . ANCHOR BLOCK /2 "FLG .AC.P ADAPTER _ CO SEE DETAIL - -- - COLLAR 0 EXIST 12" S @RIGHT �--+� 4 ___ OCICQ - R - - - -_ / 11 u I \ � r A T TL 12 PIPE COLLAR J THRUST BLOCK 5 � WRAP NEW & PORTIONS NS . PIPE W/ ARE TO BE INSTALLED A MIN. \` WRAP NEW PIPE YV/ POLYETHYLENE I IOIg' A 0 FT (2 "FLG 8.V. TYP. / �OF EXIST. HYLENE WRAP N OF 7 DAYS PRIOR TO COMPLETING REMOVE 12" FLG. B.V. WRAP L r CONN. I6' - CONC. ANCHOR _ - � '�� , , DELIVER TO O. M.W. D. - SEE I DETAIL LEFT NSTALL 12" 8. FL6. I � +IE ALL DIMENSIONS GIVEN ARE \ 01+ BLOCK MINIMUM DIM. INTO WELD ALL JOINTS UNDISTURBED SOIL ABANDON IN PLACE EXIST. EXIST 12" STE_E_L ,� ELEVATION 12" STL. PIPE , ' �BUTr STRAP CLOSURE ABANDON NEW KENO 90 STA. 21 +99 - 5 PIECES, LONG PER STD. DWG. #I 20 ANCHOR BLOCK OET41 L RADIUS. NO SCA L E 3 CONNECTION DETA 1 L EXIST. 12 "- 12 6A. STEEL PIPE TO @ STA 12+25 - WEST END REMAIN IN SERVICE NO SCALE CONNECTION DET41 L STA . 21+ 83 - EAST END NO SCA L E i FUTURE CL o J� EXIST. E.P-. JOIN 4 DOUBLE YELLOW STRIPE �^ - -EXIST PAINTED Q� N ������ W /TWO WAY AMBER MARKERSE4B OMENT Q L t �\ 6 "SOLID WHITE i PACIFIC RANCH �� _ `EXIST. PAINTED DOUBLE YELLOW \ STRIPE STRIPE TWO -WAY DRIVE AMBER REFLECTIVE � _ i t PAVEMENT MARKERS 0 ZO t 3 200 _ - - - — - % ` , 24' OC ` 12" WNIrE ' �. ,- ONTA R TO REMOVE 0 0/ \ , 2� I OLD STRIPING 8 SANDBLAS T I STRIPING $ RPM'S TO BE // INSTALLED BY COUNTY FORCES. 4 "5OLID _ 21' 1 _4 „ SOLID WHITE WHITE STRIPE ar 150 , 10 _,I n RT E P /'OFF RIGHT EP I'OFFRIGHT E.P ` 16 100 1 14' O f` CO V E C RVE r ` 6'SOLID WHITE o r 2 O STRIPE W/DNE D m Q a WAY CLEAR RE- D Z RICK ENGINEERING COMPANY FLECTIVE PAVE- = z n PLANNERS ARCHITECTS CIVIL ENGINEERS - LAND SURVEYORS h W MENT MARKERS J T = 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 - 0707 ? _ a 25' O C. C] I p U) m PRIVATE CONTRACT WL � w Dm T W m y Q1 w = xJ BENCH MARK SHEET COUNTY OF SAN DIEGO 13 U o DESCRIPTION - 1 12” IRON PIPE SET IN CONC. MARKED BY 13 DEPARTMENT OF PUBLIC WORKS HEErs O 1 o to [T' STEEL POST. LOCATION 1.95 MI . FROM INT SAN ELIJO AVE. 9 KILKENNY PLANS FOR THE IMPROVEMENT OF E'LNG MANCHESTER IN FENCE LINE RUNNING E$W 17' 1 M4 P.P. # COUNTY OF SAN DIEGO 17' S/0 � MANCHESTER AVE. 8 6" S.E. /0 29004 RECORD FROM COUNTY BENCH LEVEL Pn_ CIS101d STRIPING PLAN: MANCHESTER AVENUE ELEVATION 74.516 DATUM u sc. s Gs. TRACT N0 28 —1 COUNTY APPROVED CHANGES '- Q POFESS /p PRECISION .SAN 10 1': 84 SCALE 1 ": 50' No. Description Approved By Date QF0 e 4- Rec end d for or at Approve MASSMgN NOV 1 MICROfI[ MFt7 A$ BUILT i y Q�y BF "o : C f dG w m� � Su rvision En er FO DI CTOR F PUBLIC WORKS D ° NO. 28448 7D EXP. 03-31-90 Engineer of work Checked by T.M. CIVIXL Pr\� �' Approval date 4326-1 Lm F OF OpI, R.C.E. 28448 j.. �°J j i FILE NO. PC 1641 dl ._ .. _. PRO,Er_r N0 8433 B J