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6133 - 1 I GENERAL NOTES: WORK TO BE DONE: 1. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE TO CONSTRUCT /ON OF CURBS AND GUTTERS AND PAVING OF STREETS. DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO 2. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS T RANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT-OF-WA Y. AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 3. THE STRUCTURAL SECT /ON SHALL BE IN ACCORDANCE WITH SAN DIEGO STREET$AND STANDARD REFERENCE DRAWINGS UNLE>l!> dfW1= KW115E NOfEb. COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. 4. APPROVAL Of THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE SUBDIVISION BOUNDARY. I S . ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -Of -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONTRUCT/ON Of BERM, CURB, CROSS GUTTER AND PAVING. U nl * t No. 2 6. THE EX /STANCE AND LOCATION OF EX /STING UNDERGROUND FACILITIES • SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH Of THE AVAILABLE COUNTY OF SAN DIEGO TRACT Na 3 RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REOU /RED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT Of SEWER NOTES WATER NOTES LEGEND RECORD OR NOT SHOWN ON THESE PLANS. 7. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE STD.17WE1- DONE SHALL BE CONF BY FIELD MEASUREMENTS PRIOR TO 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA WATER DISTRICT (L.C.W.D.) 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE OLIVEN- THE GRADING OF STREETS (SEE TYPICAL CROSS SECTION) CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLATORY STANDARD SPECIFICATION. HAIN MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD EXCAVATIONS AND LOCATE EX /STING UNDERGROUND FACILITIES 2, THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. ?"+^ SUFFICIENTLY AHEAD OF CONSTRUCT /ON TO PERMIT REVISIONS PLANS THE PREPARATION OF SUBGRADE AND PAVING OF STREETS IF RE VISIONS ARE NECESS/IRY BECAUSE Of ACTUAL LOCATION OF E 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR TO BACK- 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE (SEE TYPICAL SECTION AND NOTES) E XISTING FACILITIES. FILL OVER ANY SEWER 'Y'S. PROFILE IS 48" BELOW CENTER LINE FINISH GRADE OF STREET . 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. 3. ALL WATER MAINS SHALL BE CLASS 150 ACP OR AS SHOWN ON PLANS. THE CONSTRUCTION OF TYPE „ G „ CURB b GUTTER C�-Z B. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF L.C.W.D. 4. EACH LOT IS TO RECEIVE A 1 -INCH WATER SERVICE. LOCATE MrTeR 5' FROM A SIDt'_ It. I PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL ENGINEER. 5. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE WATER MAIN PRO - THE CONSTRUCTION OF TYPE "A" DIKE CI5 T� COORD /NATEH /S WORK W /THCOMPANYREPRESENTATIVES. 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE FILE. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHINTH /SSUBD /V /S /ONARE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDER- S 70 EXISTING MAINS SHALL BE MADE WET. THE THE CONSTRUCTION OF P.C.C. SIDEWALK 6. UNLESS OTHERWISE NOTED, CONNECTION " UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL GROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. UNLESS AND DURATION OF ANY SHUT I ONS OF EXISTING MAINS SHALL BE MADE SUBJECT TO � CABLES AND GAS P IPING AND APPURTENANCES CONTACT THE SAN 7. ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF ALL OTHER UTILITIES APPROVAL BY THE DISTRICT. THE CONSTRUCTION OF RAMP FOR CURB, GUTTER b SIDEWALK 0441 DIEGO GAS& ELECTRIC COMfANY. AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. 7. A.C. BY A.C. ON LINE VALVES WHERE REOUIP.ED AT STREET INTERSECTIONS SHALL BE LO- TELEPHONE: .IJII-O /a0 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 HOURS IN ADVANCE OF BEGINNING WORK SO THAT CATED ON THE PROLONGATION OF THE STREET RIGHT OF WAY LINE WHENEVER POSSIBLE. THE INSTALLATION OF GUARD POST b BARRICADE M - CL 9. THE CONTRACTOR SHALL NOT IFY THE PACIFIC TELEPHONE COMPANY PRIOR INSPECTION CAN BE PROVIDED. 8. INSTALL FIRE HYDRANTS AT LOCATIONS REOUIRED BY FIRE DISTRICT. . /ALL LATERALS 5MLL_ MM46MUCTED LMTN A 00 11404 MINIMUM CCV1`.K ALL MAIMS 9. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF THE CONSTRUCTION OF PAVEMENT CUTOFF WALL G -22 TO STARTING WORK NEAR 9 ESENTA /L /T /ESANOSHALL COORDINATE - 7q INC,H MINIMUM COMiZ. ALL LATERALS 5IIALL BE Ca45T1CLICTED CLPAK OF PKNTVVAW�. WORKW/THCOMPANYREPRESENTAT/VES. IND USTRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIES ARE TO BE CONSTRUCTED NOTICE: ALL TELEPHONE SERV ICES WITH TH SUBDIVISION ARE 10. ALL LOTS SHALL BE SERVED BY 4 - INCH V.C.P. LATERALS SET AT A MINIMUM GRADE OF FOR OR TO BE TURNED OVER TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT. COPY OF THE CONSTRUCTION OF CONCRETE CROSS GUTTER b RETURN SEQMENT G - 12 .:: .' " UNDERGROUND INSTALLATIONS ". FOR LOCATION OFCABLESAND 2.0% WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 6 -FEET BELOW TOP OF PERMIT SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START OF WORK. APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. CURB OF PROPERTY LINE, UNLESS OTHERWISE APPROVED BY L.C.W.D. THE INSTALLATION OF STREET SURVEY MONUMENT ►J - TELEPHONE: 298OM. 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE DISTRICT OFFICE. 10. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE THE INSTALLATION OF STREET LIGHT UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND CONTRACTOR. BEAR THE COST OF RELOCATIONS, IF NEEDED. THE INSTALLATION OF STREET SIGN 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT. 11. ALL TELEV SERVICES WITHIN TH SUBDIV ARE "UNDERGROUND 14. ALL PIPES SHALL HAVE 4 -INCH (MIN.) CRUSHED BEDDING, SHOWN ON L.C.W.D. STANDARD HYDRANTS ON CIRCLt PARK LANE TO ?3E RICH 550 OR nCPUIV4I_tNT.7_UE THE CONSTRUCTION OF V.C. SEWER MAIN _ INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT DRAWING S -12. REMAINDER TO 13E RICH 5(o0 OP 1fzQUIVALi=_NT. TELEPHONE: 663 -56 /b' 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. THE CONSTRUCTION OF SEWER MANHOLE .�.�.� 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE 12. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH THE CONSTRUCTION OF ASBESTOS CEMENT WATER MAINS, CLASS 150 THE ' AS - BUILT "IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER WITHIN THE DEDICATED RIGHT-OF-WAY, OR WITHIN EASEMENTS DEDICATED IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT SPECIFICATIONS. THE INSTALLATIOW OF BUTTERFLY. VALVE ASSEMBLY � TO THE COUNTY OF SAN DIEGO. 17. SEWER LATERAL TABLE IS ON SHEET ON. 3. , -0-+ 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUBMITTING A DETAILED THE INSTALLATION OF FIRE HYDRANT ASSEMBLY 13. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO THE PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO AND THE SPECIAL PROVISIONS FOR MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION THE CONSTRUCTION OF R.C.P. STORM DRAIN OR (A,C,P, STORRM THE IMPROVEMENT OF SUBDIVISION STREETS. OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE DRAIN FOR PRIVATE DRAINS) 14. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULA- OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THE CONSTRUCTION OF TYPE "B" CURB INLET C7-2 TIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE HEREON. ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A THE CONSTRUCTION OF TYPE "A" CLEANOUT D REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK 15. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION ADHERE FROM THE DIVISION OF INDUSTRIAL ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE THC CDrLMKUCTK7L�L Of C -jKATE INLCT Ll a j D Tl "14 SAFETY BEFORE ANY EXCAVATION AND HE WILL ADHERE TO ALL PROVISIONS OF THE STATE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED TH T IS PROJECT r� M GrANOLIT CO SAFETY ORDERS. A COPY OF SAID PERMIT SHALL BE DELIVERED TO THE OR UNDER MY CONTROL. THE C0N'JTICIlCTION ! CONCR�T1a DICIVEWAY CSI-14 - -� I DISTRICT PRIOR TO CONSTRUCTION. r�w - 76. ALL ROCK SLOPE PROTECTION SHALL CONFORM TO SECTION 72, STATE OF CALIFORNIA SPECIFI- CiC1JGE G. STRICC AW V ENGINEE2 THE CONSTRUCTION OF TYPE "A" CURB OUTLET (pLIVENHAIN) �.-- CATIONS DATED JANUARY 1975. ow4Ff2 IAIE /C9/✓ .{/r�7 /L� /.9G 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING IMPROVE - �lL9D�L�5 I /7O //EI✓Fw` r C5v7zE Ue /ICE .Sl / /7E ZZS CONSTRUCTION O° BLOW -OFF ASSEMBLY (OL.NEMHAIN) ' le / _v%wi 9z` `ra w.R. ENTS FROM DAMAGES THAT MAY BE CAUSED BY HIMSELF OR HIS SUBCONTRACTORS IN THE PER- FORMANCE OF THE FORK. CORRECTION OF ANY DAMAGE CAUSED BY THE CONTRACTOR OR HIS .oslill49lP7 c// e CONSTRUCTION OF MANUAL AIR RELEASE ASSEMBLY (OLIVENHAIN) SUBCONTRACTOR SHALL BE THE SOLE RESPONSIBILITY AND SOLE COST OF THE CONTRACTOR ALONE. /�SSE�vK'S P,6.,9cEL- Z57- 0507 -52/53 CONSTRUCTION OF A.C. BY A.C. BY FLANGE TEE W /FLANGE VALVE (OLNE.NFiAIN) 18. WOODWARD -CLYDE CONSULTANTS SOILS REPORT DATED JUNE 16, 1976 AND AMENDED ;° CONSTRUCTION OF ALL A.C. TEE (OLIVENL{AIN) - JANUARY 24, 1977 IS PART OF THE CONTRACT DOCUMENTS AND MSUT BE ADHERED TO IN 1p CONSTRUCTION OF ALL A.C. CROSS (OLIVEiNh +AIN) COMPLETING THE WORK. � _ � 4-t CONSTRUCTION OF REDUCER (Ol IVENH4IN) -� -- 3 19. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE �ECT "` #' o w^ /2�lS�Bo AREAS TO BE PAVED. r :, ,.i •') CONSTRUCTION OF CAP ASSEMBLY (OLIVENHRIN) 20. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. COUNTY OFFICIALS /y �- DO p SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR CONSTRUCTION OF WATER SERVICE (OL1vl<N4A1N) t .�. CONSTRUCTION Or sewGR seavlce --� E THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. J A1N - LL "NOWT ATNROUGu 1 5TFtf-=T - A6,N SNIT CUCA'>EMi`NT OF aJ'EANE ,. 5 - 1'L. CL- CV'!D) �-- vT L MAIVATS CONTRACT a PERMITS SHEET COUNTY OF SAN DIEGO L- �- -I DEPARTMENT OF TRANSPORTATIM0 8T VICINITY REZONE PERMIT NO. PLC FORTE 1M a MAP' SPECIAL USE PERMIT NO. F - 7 - 7 - 4e £ P7 -4°D N MOVEMr-NT Or RANCHO SANTA PG' /' /Rf/�RIOTfCT /ANI.�ST. GRADING PERMIT NO. L - 883 N SAN DIEGO COUNTY FLOOD CONTROL DISTRICT FLOOD CONTROL DISTRICT SEWER AGENCY MATER AGENCY COUNTY APPROVED CHANGES BENCH MARK J S UN IT NO. �2 moll 511C.4,01.4 U�t/TY W./TER OLNE NHAIN WNI CIPAL WATER D15TKIGT No. D.k riytien Ap proval �� 'a /r DESCRIITION: WELL Lv1oNUMtNT @ �{�EI`T N, Aft C. J. HOUSON, DIRECTOR D/e MAIrT ASBU /LT PLANS / � .•.�+ to rit'A 197g A^*lwAP0yz1,s aY: WQ �� APPROVED BY: �}C Wl�IC1C5 /�PPICOIA/AL LOCATION: INTElk E TION EL. CAMI IO TtAL.. t, �� SUBDIVISION ENGINEER DIRECT TRA *~TATION r' c,vicF ✓A We& A. PDX APPROVED BY: S.i1 6�5'Yr~r� Approva, � b!U : BU('L E Ew:41WEEi�Iw=1 ENGINIT� >3L�/R E„....r.e ` W = ��Lnr>CILMcU ir" s for thm. D;vwlCt T. M. No. Q ll -TTY FCEfA1eD5 C� /SATE: Q ��' �� �� 7 DATE: �� j �p DATE: s�� /)/ 11 -1.r - 7,0 C- 001 02 RECORD FROM: Cou ELEVATION: 270.7°,0 DATUM: M. `�. L. L. N , 1 /2//7 �//3 daft 97J C.F. 15 DATE 1.P NO. _ l .6 FILE N0. W DEC, 2 3m(f..,.,x . ASBU 1 WATEK E t WATEK vrppam Li QUANTITIES FOR VILLPCIE PARK 5> =wErz - EAS EMEKT 'ZG 1 EASEMENT - vAKIF`' , VAIKlt5 O'TO S' s d TC1 r y I°j 13' Gz - antidurut Ldewalk 'a ' -1 € Item Estimated >' E TA ?LAN Co"TIPE 3 No. Description tion Cd c T� E Orl PLAN -------- --------- - - - - -- P Quantity Unit -- - - -- Z w 5 1 CU C' q- Optional Contact Joint ��, MAX. ONLY w / 13' J3' STREET IMPROVEMENT ONLY Z / I 4-- Lpmguau Sidewalk WeakenWPlemJ, I 1 PAV: 2" A.C. on 4 "�D.G. 72,640 S.F., / I - -- ` 8"V.C.P. r'AVINC4 PER SEE CUTER TYPICAL f3eLOW 00 line oep.eaeecam I 9• P 9 59,019 S.F. 2 PAV. as re per Co. En r. COUNTS ENGINEERS F\T UIFFMtNTON ADWC.ENTSTREET. 2 "A.C.0t4 I r i p I Guitar� 3 6 Type "G" Cb. 6,275 L.F. 4T TIM E POF- C DMST ZTl11C1CTI0l . TO�VERIFtED TYPICAL 4 4" P.C.C. Sidewalk 11,501 S.F. t SE A N V AT TIME OF CRUCTION t ( WATEI<; LATE.iZAL LAYOUT TYPIGA �E GT10N TYPICAL SECTION 5 P.C.C. X- Gutter 1,652 S.F. AT SINC-4LE FAMILY LOTS Pl;�IVATE, E_TKEET C- 40MCRETE. DRIVEWAY 6 St. Monuments 5 EA. FO)? COND01"I RIMS 7 St. Lights (20K Lumens) - -- EA. I 3� 8 St. Lights (7K Lumehs) 5 EA. I_gr Ig' - _ -- — _ 9 St. Signs 4 EA. 10 P.C.C. Driveways 780 SQ. FT. SEWER: 6 P f! 11 Manhole 13 EA. I - TYPI CAL SECTION 12 8" V.C. Main 3,2 L.F. I C- �Lf1TER / 13 Clean Outs 2 EA. I 14 4" V.C. Lateral 113 EA. a I 1 15 Connect to Exist Main 1 EA. 1 0o ` 1 Y / /L/ r gin[ - /i w i J /—/ �� ? �i I \� % a T WATER: " 16 6" A.C. Main ZD7 L.F. Pn •` � it /i /,r!�i, a_i7�`� 17 8" A.C. Main 3,750 L.F. 18 6" Butterfly Valve EA. � 1 7 4 19 8" Butterfly Valve 15 EA. !d� A o" , / ��. M•H. 142 /Q3 !IS /4G 147 146 149 20 2" Blow Off - -- EA. / E t. 21 Fire Hydrant 10 EA. PR ��' Q / O I L \\ C 15O 22 Manual Air Release 4 EA. hLN �� 23 1" Water Service 113 EA. C , \N\ -- � I I C __� 4 NH' 1St ` �_ 24 Water Main Conn. 2 EA. I� I STORM DRAIN iI L MH�1 � �I 1 . .10 { \ \\ 1 740 �// I I \ 1 25 42" RCP 1171 L.F. N I f73 ,��� \ �� I 183 �I la4 I I 1 j r 153 26 LUG " „ 1 EA. \ \\> + I I I I I Z /7S 27 Grate Inlets -Type ¢ 3 EA. IK u 15Q 28 5 Type "B Inlets 2 EA. S� `� SII a51 f �� 1 G7� �v' DV 29 C.O. Type .. q -5" 4 EA. h M.H. i �/ 155 qEN M r 1✓�1s I �_ -- _ _ —_ / —� SUUDIVI510N E30L1.IDARY I I •- -_ _ — � L LIP 15 - — EX1 �E UNE Q R ✓ E L A /V E I A NE 7 — — — — EXI6TI NC4 WATER LIME - -- CouN y II P J 15r_WEfZ U"E- PF'DP05ED WATEK LINE DRAT NPUE PIPE i EAC Fsr NT STREET LICaNT ' I C�` o— rim WPF14NT 200.0 V / L L AGE — ' R <N 1900 BLOC IC Nurna�e5 �q 5TKEi =7 DRA1NPC=E. FLOW / V SJYJ. 7, eN" LlJMC/-' MEIFCU17Y Y•9 /�!'Yt' 0RA1*A7EA- L' Sl/IEET L/$yT \ ♦ ST/) eO,,(X')O LUMEN MERCURY Y -71 RA49A4ENr,*L ST/WET• L /q yl ....��aa WATEK U Nr_ FA61<.M �Co' C7K Coo 3,5' 14.OU' 1 STREET 3 ' O l 5 S — LICrI IT —O.B' I ELEV. 'jAOWN i F -L.EV. SNOVl1 4 " LOGATIOU ON PROFIL.> ' PRIVATE CONTRACT ON PROFlLc s t H dRANT I O -E; I` SHEET COUNTY OF SAN DIEGO I I 8 / ENGINEER DEPARTMENT ?% 2' /c LCYATION �' Qe% MI 41N Z% A SHEETS 2: I 2 _ _ 2 -�"' M I NJ. ZrJ 4" Pc C W. Iv1�T�R 5IDEWALt, 1'1. F`OIC TikE IMf'}VN�t�tENT OF 1 AR O P AVING Ptr COUNT Y ENGINtEZ5 C.o TYPE'G' / / / O _, (�vv) k" rF-W TYPE 'Y�" KEC t1ItzEMENTS ON 4" U t S� � V �V , PAVIh1Gr PEP GOLINT �IDE1NAl K CLRB STREET` 1f' I C A.C. t OR I 3 D.' CUTTE �.t, � ENCanvLiJ�;�i REQL!IPEM�NT C- iUTT�K �VM'T TNIGKNE55 TO BE VERIFIED T � 51 �EWALK' I' 60 COUNTY Nc�Y 3 ON ZjHEET I * P "A. C. OYER 4 "P..6. U NIT NO. 2 Co" TYP1= G' GUf� AT TIME 01 CL�TT�LIGTIC7N TM >F LIURr UTTER � COUNTY APPROVED CHANGES 4� 1 ER , . a AND CUTER BENCH MARK "A.0 OV CAM NO TYPI CAL SE-CT ION TYPI SEC TION No. Description Approved By Date Recomm nd }d for Approval Ap ov ¢'D,6 Description: WELL MONUMENT @ � 5T. � /J `'�� c�rnry CLEAR VALLEY KOAV PRIVATE. STREETS (Z) ^�S P��� r1115 S Pc�N �A /1/a�/ � F� R. H /f /n /�+ Location: INTEJCf�FLTiON C1. ,e Subdivision Engineer qJ, F p Tpp C 1 OR 5C R/W +O. p4' = T C . ENGINIT� �LW Engineer of ork Ch k d by FOf� !00' p ��� =TG, + 0.12' =T.G. Record From: WLNTy �C�e, A pproval date 4_ T.M. NO. �Y • ` • Elev: 2 �•� ° DO -Datum: M.S. L. 3625 —.2 MENEM FILE NO. 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N _ N+ N d �i I u v 240 v '9 ,� ti 00 ? a ° '� L�/ 2q0 ' I IlT1 co NC1 TE N 240 tk pp a m 6? - 2S5 - o /4m �!1 ` 9 N o� Q � - ' U 4 _ + 1 '/4 A /4 44 �4 S - ;n N m N � 6? rn ti + g `� t4 �� N v � n r� r ,l _ o Z O I-� to + N g N N d 61 + z u7 w d N N 01C p N Al �, ter /ar 111 N D t m 10 - - N N n 48.'LO ro2.27 " R.C.P 18 A.C.P. 0 0 ry 45.70 t0 4r,gam I 4 - 74.54 4Z P,.C.P. @ 2.1 Y 42 RC.P. @2.19'° 42' R.C.P. @ 2.1 % e 2.0% 4' TRAN'�ITIO11 I°S50 D 1350 D l 50 WOO D IpENTIGA'� DINT C[ASSIIl 10 11 12 0 0 I 2 3 4 S Co 7 8 \ SRO S G J TO RM DffA.tN DATA L 1=X1 NCB 1MPROV+ MI NTH NO. DCLTA 0R BEARING R L REIv1ARKI✓ pER T.M. No. �3a - z_ Q = °_9 ° 00'SO" 44.Co' - 14.04' 42" R.G.1? Ld�l1 �_ I - - - -- - �I1I i \O 142 2 N 57° ✓2'30" W 98.20' 42N F\.C.P / \��\ N S Ci SHeer ws + sl' III I 5t I NOTE: \ 3 x 'L 3 D ' 81 06 O°�' 44.00 X2.27 42 R.G.P. V� L E I II > XISTt � w 4 Approval date: N42 1E5c� E (R) 2�.q0 18' A.G.P. P te• a /zz / I III Pik T. M. NO. 3449 -4 � "' NE °' N I � II � �I I \I 1 1Co3 r;l II \• \ ° ICD4 NN1 ' � �i I II u II mll ' N 1 �I -N 3 9 +53.7/ + p > h IJ _ \6O \� 1,5 } r . �i�}1 +ice III p J Z ZQ \ k p x�l Q b O � d 0 O�_Z �IV �\ ..:' ... 4'"y \�� i��R' ���5 N \G ._ ".. Wueoxo- I lla II S II - z � tdj Stitt + + l II 0 ly1 - - - :.. A, II IVI 01 0 0� - NI 12 Ercc.FaesrurE - y ���(J�°� A 6 a IL 1 O CL EA�gNGG SOa�CE ` ,I(�V 7 - 7r� Y R� 4 3- q x t �•- ALE Co v W , . ENC sE v I o , LLAGE P 19 \I ui di I E� exlsT. ��� '^ (� II g 1 / .C _PZ II Q '` Q"pi vJ i� ...1 �•8 _ r• x ��� !/� ^ Y} 4 T / .., II ki ar 1 . \ ,x I .� tff. � I Q g Q III - I r� a IT- 19 �1. �W Q II ext .�.' L7 0 t ¢'Ex /JT. YPEiY`Ni II V q0�' YJ - � �\ .:'' :. • • ;' r i � � �E ATCH 0 � 1 e °ev �� ..., n o 4 �` \ �1 rNT z II o- ..... + /„ ,u C +47. �I �.�' -A►`� o� l it L) II Q 4 e m a �, _ i I g s c 10' TYPE ' t3 -I" r° � •`' Q �0 4. p I III 4 J VLF 4$ . - ,�� �` °JS A^ +�33 4'W /N6 AIDED I II II II II "� I AZ r_ DATA H. Nam E xisrrNS 8 GUR I I l u uF f II 1 �' Rl 3 Bor scy. II �Q j 8 NO. DELTA OR 6EARIW9 R L REMARKS ° , ovE �T /oN I lLl w = I g /� i OF �AGP 2 � Fc.Ci . B crTT61F FLY VALVE A MY /O.NI. n!0.. 570 OW47, MO. /( / vj0. U + lL 2 ZO "rZ0 "XB "FLgN�E c� /POV rEE " /T</FZUSTBLK. (r rgsT) +I - 4 3 NCo4 ° 2'0''40 "C P 141.60 N G4 °25' 40" r P_ 82.4/ CLEAR /ALLEY W 3 tO d6 FL �N6E 9D�PlE� / Z° F49NGE CoUPL /�G 9v9PTE P S7 =1=R pAT A A1 u 5 N Cp4 ° 2'5'40" r_ P -) 50 50' ROAD "'/ ryPa Sr �o�LgP ; r ` No- t7E1-TA OR A Ny R L- FZNAAKr6 n _D = 'J`Je?52' IZ32 00' I 3.58' I - I -. I \ - -� N X04 °23'40;;E 60.10; 7 Q= 3200 215.00 150.42 E� /sr, zo ".�? ` 2 - NC°q'°234o E - 7l•ED° 8 N24 51 40 "r' 10.�o q a= °32'c�" �rx,•oo ,38.00' PF"VATE CONTRACT i DATA N24 ° 51 40 "r 10.00 W,ATEIZ DATA - • - tJ-� ° - ° 5'53'37" I b2.00 12.'57' NO. DELTA o1Z 6EAP:1 R L R�MAt[K5 BFLG.xAG BV(WES7> N 2 51 40 5 l�CaO SHEET - COUNTY OF SAN DIEGO rrsr. zo qcP L�' IO ° 21'43" wo.00 3C0.1"I' 4 D EPARTMENT OF TRANSPORTATION NO. DELTA OR BEARING K L KEMARKS 1t L� =51 ° 2°5'40" 2i .00 105.05' W cw n 40 F _ ca0 b S Ate• F � e n I sBETs I /V 64 23' 40 "E /45./0' I2 Q = 57 ° 51'37 if I 00' 1 1°520' N �4 °23'40' E 61.50 " CuvcTErt 411c'W f- d ° 41 07 58 Q00 b' 143.58 2 N64 23' 40'E 66.50 1 N7Co ° 2 1'20 "C Co0.01 L�� -� ° 32'00" 210.(30 144• 8'YlG- Gh"PIPf_LEW Vtr- . N 1lp °21'20 "E CaO.°�O' PLANS FOT� THE IMPROV�/IL�NT OF Q= 39 ° 32' 00 " ° n _ ° " A =C * 12' 12" 3"0.00 32A8 200.00 /38. 7 7/.8 7 14 N 7Cn 2 I O E GO. JO N 24 51 40 E 1 8 A.� • DETAIL n e A W o S c. L. G LEAK \IALL�Y ROAD D 4 N 24° S/ 40 "E /.9.60 15 A =45 ° 4G'10" 282.00' 5.27' A =7 ° 24'21" 1°�O.Cb f4-.5 0 FAL.-Gk"PIPELCNGTR5 s .4 = 8° SS' SO' 206.00 3/. /7' I(o Q = 5I ° 07' 12 ' 518.00 172.72' ro A = 44 °05 1V I W Gn' 140.20' 5' A.0 COUNTY APPROVED CHANGES BENCH MARK - ° � ° " Co 4 = 42 33 So 200. /4B SB' 17 N 57 52'�O W x.72 7 N - 7Co 21 20 E 102.21 8•AC. (o%a' PIPE L N M E v . - - -. - - _- - -- - -. - - - - - - e I II I e „ 1- 8 a A o.- - -- Descnption Approved by Date - -- - -_ -. - - - __ -- -� Q 7 /V 76 2/ PO 'E 609& IS f\I57 52'50 W 7D.. 12 1 20 ® N 7Co 2 Co8.23 C-• WELL MOAT 49811 /LTPZ,4N6 •#(�/ fa /�� //. DESCRIPTION Recomm°nagdfora prov.1 App roved 8 Q = 7 09 30" 300.0& 3 748 I N 57'52'50 "W °06.40 9 a = 25 °04' 33" 310' l°�5.6�' " Z SUWIN ISION ENGINEER DIRECTOR OF ANSPORTATION H g L1= 3B 36'40" 300.0 202./7' N57 52 "..50 "W 84.65 to N5 7 °�S2'30 "W 61.05, 61.05, 't �� J• LOCATION: ¢` /NT. EL CAM /NO REAL 4'EA.�' /N /715 BLVD. to N S7 ° SZ'3o "W 76.aS 21 Q =57 ° 35'02" 30.00' 45. II N57° 2'30 "ln! 22. % °; a 5TA. .59-,A44-10 L /NE 20 / W z II N 5 7o S2' 30 "30"W /8.95' 22 Q= 7 IG 43 3000 45.70' 12 N 57 32'30" N/W 15574 Engineer of Work: Ch .d M. No• W W 12 /\/ S7 3'2' 30" 18272 O ELEVATION M22o•77�10 /EfsO COUNTY SU .QI/EyO RS PER .�1R it1C:LAUGf/F / �a J{LJZJ -[ W - DATUM: .y18L Gi. L. 1 T . c. 14'594 /1�/,!//57� Z► _ W NeWeeeffiee PA * ° I'* FILE N0. F 41� ASBUILT 1>nrc t ' 'PERFECT•PnonL[ PLATE A ROONEY STOKES CO. IIi E 4 20.11' 100 1 0 )42' 162.50' - 8 I 1*47' KNUCKLE .1w KNLa GKLE Q to si a I 8m 8 � 8 v �� ern O U r dr ( N` , ` r9� a m I _ a w� to �n Nr N m uQ 0 z ,11 r 0 m to �9 �9 ,/ �n � 1� �9 r F �' di �' �(? N �D d� r 4 U O , I m N N o0 �9 + + �N N N N N N N N N� +N N 6 di til N N N N►11�11 - N Q UZ� Q� + ( -N - N ° N N N N N N N 5- +N +N �� NN y Q Z +NpN O. % N +r + to f!< N N NATURAL gROUVAD @ / � o� � 6�, - 6� N 2(D0 U ,-; c. u� 0 �9 �� ANN L`( C6. c� N loo' V.c. > 1. 2�s.-� > a U 6i ° N 6 V ^ . = Z -- Z3 11j / N a) () w llJ In N + >r �, LY CB. m = N m U U / 61 Q g d) u U U 8 ` 8 0 �i 0) \ W 1j 1�1 ?'4 N 0 P N N w �� �/ 1 � 'N� z4� V1� � s _0 6K1 (p d �c(1 P.I. = 2701.705 U r +� 4 d ZCJD 8 - ai R _ �_ N rfl N d r + N � N � m Ili �9 $'t� 6; d Q / °' S + i � `� ' 0 `� �Y � �9 � � � N �4 N N (� > N N �jr 0 N 0 2�.�O - Q 4 4 /4 + $ N pj c� 9 N o A� / ++ 5 l(1 N N + N 9 0 0 �j ZS * + u+ N m �i 9 N a c0 _ g d l>j 0 0 I r z sz.27o' V 0 O c°n�9 - N +, 0 �0 - - N rnN �} +N +qN N +N Co % f g N Q � CURB RETURN +N o N N + + r �9 N_ v = -,31 T r rN OD CD Nt �� TOP OF 8" A.G WATER CD 21071 _� - M.Q.R. � _ 2(00 g °q.c.1? 324.89 8" u r @ 1.� % 2 57' 8" v. G. @ ct. 8 to V. c'. @ f.4 2r.J0 N a \ COi(/l ? FrE E.✓l95`v 5�0 °a L� G_ Z N N SEWER MAIN z ? IN ZZ Z ill }} z p �r z� N N �i �m 1 -j Uj S 8 d' �Y (�1 N CQ I 210 3 L u 8 v \�4 cIl tP S a I`� 11 g g pp 2&0 N �4 A/4 di4 a /4 ° p `' �.p, 00r �\ Q9 �N ON N�22Nl<1 �N N 5� +� }� �� S � p Vp � v 41.°I°J i W I �..L/. 1 N N a �2 4 /z 5 r N r N f� N Q �9 W Ll C5. GLl B i?N i � N 0 vo Ln 250 0 LD 8 ° ° 2 00 �, ° g N 3� 37' 1 ro 250 \y N N N N d N N N N N Pf�C)F LE GUKt �1 ET A/4 4/4 d/4 d/4 O 0 0 9 A/4 A /4 0 µoRiz L 1 X40' HORI : I" - 40.770 4cD.05' VERT. I" 8 vERr 1" - 4' CUP.,B P.ETllKN 3 4 S � CURE RETU1`; O I 2 7 8 � �LI VALLEY i . RoAD l ° 1<oz 1A 144 145 14l 14 1148 149 �°` a s �Co3 I � r W $ � 1 ° X�Z �x�� 8 � a w I ��d � °� z 153 ISq. e �s w 1 S 12 7 S G n Fi 7 I I �� •'�'::�' 2 p CA � ° CD x +I W J s Q • � �: � 13 � • • � Uj 3 1 pp \�� t\ T 0 \ + \\ \s ��- 172 171 170 x L cvto G . i s °` I<o5 0,' ' Ui e cy I Cdr i' �s/ 175 J 1 7 5 41)1 _ I` 1 a' ze' n �• •A2.� ��, � u: \\�\ • \� I i �i � m � `\ \��' 0� 5 5HEET NO- ' U R (3 Q A TA EE I Cn8 �- -� s �l i r y / //� 4-1 V u 17 W. DELTA OK MAKINCf I� L KEMAKKS Ca± \ - p� 21 30.00 d076' wEriz DATA � = 50" ' 6 "TYr'E "Cl ' C F3. � pj. `t• - - -� Q � N 30 00 49.85 �I No. DELTA OR 6ElaRl �C R L IN C, �O (� 3 b °° 10'SI " 114 -07 77. 2 0= 41 ° 58' 15" 200.00' i -4 = 31° 2°J'07o" 12;lra -00 47.270' n N 'J' 7 41 50 "C 78 5 ' N 37 °41'50 "E 150 1Z' u N 14 °30'30 "W 04.00' �"� � ''� 17 7+1 ZS B.C. 7 A° 3ra °�' S2" 3o.Gr�' I @OS' n 6 N X0'37'40 "W 108.8°J'� 8 A = 142''s '1 70o• -)o 14>�?9' a IN 1 °J' O" E °> a >C07 °47'40" 30.00' 35.50' Ir A= 10 ° IJ'30" 200.00 3560' 101 N74 °3D'30 "W 1 4!02o it N41 ! GI „ II =35 °24'45" 30.00' 1 20.11' if p =°J °48'30" QO500 35.0°J' DATA 12 -34 ° 50'50" L14.G0' 13Q1°✓' a cll N32 07'30C I I PpIVATE CONTRACT 14 N 3°J 4o y / ISro.00 14I3�3 V��AT QATA LD EPAR'TOMUENTT G1f�GLE PARK LANE SHEET -- -NO. l7EL`fA 6f, 01 =ARIt� R L. T ° � NY OFSAN DIEG N Q b!`�1RI' IG CZEM�RCCS � OF TR ANSPORTATION SHEETS I' 70 °2°J'10 "W( 3272' 15 D °37 °0453" 3000' . I°J.4Z II r J 2 a =44° 11'C�° IGOCX� 77.11' ° I N 13°38'40 "IN " 16 d= 145 37 3 7 CoO.Gb 152.50 u 0 S•� N 37 °41 so °>= Igoe' I7 L = 37 ° 10'34'` 30.00' 1 %.47' u 2 A = 42 °43'r7" I�cn' 141.707' 8 "A.C.- �yznPe.t.EN6>}Ys / t� � 'Lt� 1 >='O � IZ 74E 1MPKa�/EMENT of 44 4 0=74 ° 0'5 0" 7X ' 52.00(21' 18 A- 710 "W 84 If N - 7°41'50"" 18754 $ "p G. C11�G PARK, LANE. i% d" 71 22 10" 3U.Gb 3737 II 72.4.0 8 "Ac. N 74° 30' 30 "N[ 47020' ° 4 N 74 ° 30 .30 "W ® A ° 34 ° SO'r✓O" 200.00' 12.1.!04' 20 11131 °4'L' �' E 42 78' I, 5 d = 34'50' SO ' 195.00 t 18.60 8 "A.C. -6" PIPE L N Tµ5 N39 °3 '40 'W 84.2s 21 d= too IV?'0 214 -GYM -' 3o - 1-V - � N39 ° 39'40 "w 122.81' COUNTY ARRROVEO CHANGES BENCH MARK L =71 °22' 10" OD' 54.81' 22 A- 10 °13'30 18!400' 33.1°x' it 7 N 3 1 ° 42' �Oe 66.97 P N °. D escrip tio n Approved by Date -- - J W N 31 °4Z' S>I "E 42 .78' N41 °570'70 _ DESCRIPTION _ : W� L h 10NL1 fT @ SfR! -- -- - 7g bg tl - 10 13 30" 210.00 .3748 a .49BU/L7 PLANS /y�(/ vL� /7� /r R ap proval: Approv Q 0 oo 8346 8 „A.0 m b . 4: = , 1 °13'30" 200.00 35.E 24 N41 ° 5(0'00 "E °5.07' II 10 LOCATION INTERSECTION (AMINO IZ� SUBDI VISION DIRECTOR ANSPORTATION I N 41 570 OO E 8391 ' 25 O = 99 ° 48'30 30.00' 52.20 a to 10 = 9 ° 48' 2 8" 195. 33.3 S' 8 "A.. -G'h.' PIPE L13N 7µ5 2 s 45 30" 2U0o0' 34.24' = tl N 32 °07 30 '>` EtVGNITAS �yD - __ � o ,I 80 °11'30 3000 41.99' a 74-3' ° 07 ' � " E. 17.43' RECORD FROM S P'.� ___ -__- __- Engines of Checketl by. -.- - W r i : C� =iyTY RI= � - CJRDS /. M. NO• � _W W ELEVATION: 220.7°�O 8 /ZL Apwldate Z f DATUM: MS.L , �J �- C7 O i G.L. I pro R.C.E. 14994 97 .�oGj FILE N0. ASBUILT I ..J I I OPERFECT'PROFlLE PLATE A RODNEY STOKES CO. I I FlWV7HE0 SURFACE IO1 20 1 21 2.2 I Z? 1 E3 "A.C.P. (� 8 A.C.P. 8 ° MCP. --� �- Z 4 N N it l I Q Z NATUF,AL GROUND K °�L Q q U I` U ' CIO Q I JN 09 W� u_ ° u Q u N m IDENTICAL FnINT 0 L— L N L c l 0 U N p °� 0 O C I CT�AIDE I 8 U! Q U + ,- W O a T ` Q� lJl Z ' Q Q S () W + U O 0 o0 2 Tcp N _2 p /p e Toe of C' o a 8 A.G. 0 4 d Or c�RADe �` + yp + N�' (D C L �A B "A.G. 2.r30 'V �' N N 240 N ti ti ti o. co /. MIN. NATURAL �f�OUND @ g,l A G • K�vucaR GoVEK TOP O of S" A. G NATURAL s TOP C�ROUNI7 @ —� \ !i c•P. \ 48" MIN. 50 8 "VC, 8" A.C. 1 �- � 8' A.G. ' "`�- g" A. G . ° COVER G� .4 / 2 E 8° % 240 Zo)BeUo, _ 8 �l.G. @ O. co l( IST.42 "KC.P II II e�vaPErE En/egSED \ 8 0 8 N /r -- _ I OR 48'C /,OR ( 0 L OR 48 "C.L _ 2700-D 2700 _'C /.P. Q � 2701') -O © N 0 N \ 111 NATURAL GROUND @ / _ lv N N N 22O N N \ Z ill Z. —/ ' '� / N J J L L L L E 4Z" �.C.P } r N O L LL N N ° 135 I D 4 144.JG 4 42 P.C.P @ I.IO /° G8.58 42 P_.C.P 3 1350 D 1360 D ! O r-- 51 T r_ 5TO FP M 01!1 � I (�I r SG/_�L_r' : HOPIZ.I "= 40',VErT. I O LA5 1 2 0 3 O 1 2 3 E� (� J I C. 0 E F MIN G In C(c -Tf''� j `I• (n QQ 24" 9" 3" SI le" 3" O I I / y' 0� I C \O R " " I f '` M N • (10 I� 6 Q 27 9 7 S6 14 /t 3' � l7 V O 30 9" 3" S6" r3" 3" �l1 3TLNOANO REAO ANO COVER �j *�ls+ eY,h es" la" sly" — N 42 I0 4" 60" s" ' 3 "OReAawSTNwRINOa 46" I 3 66" 9 3 / V \ ECCENTRIC rK TAPER ' R � nM� IN IOPTI z t'OEJe RUNGS y .. 1 ��Tl/ (_ J� NOTNS Or ON, TWO OR SOARS 44" 4* THREE FIET OPTIONAL 1 / 3 OAKS (S M PLAN) -13 °15'48, _ YI "A C.O 21 +44-D7 z )TOIE M D'RAl N DATA - -- ..., - ul NO. 12LLTA OR l3EARwC R L REtvt� R1G5 1 m IF - -- - ��w Q N8o °2Z' l5 "E 187.10' 42" K.C.P. I E j� ` �o� I ; �; Z N 2?> "E 1440co' II P�a� N ��o °s3'zo °w PLAN TYP /CAC C.IP.P. CLEA#Wr - NO SCALE • j � WATEK DATA SFV�/ER DATA DELTA OR 5eAK1 1� • � R L R�MAIRKa No. DELTA dR SEA1[ItilCj R L R'�JIARKS t l , ; I�` I• I ! IQ N 25° 3Co' 20" W 21.88' 8" A.C. V.C. ° � " � �, / .Q Q J i N 25 3Co 20 W 31.SS S I Q = 14 7'2 p' op G' /z ENC�THS D ° 14 °27'31" ?lY0' 50A-1 2 d 7" 21 52. ' 8 "A.C. FIFE L " N 1I °OS' 50" W 110.44' 8" A.C. N 11 sO "W 1 10.44' I O =II °06'x" 210' 40.S(o' B "A:C. - fo'h' PIPE. LEI`GTHS 4 D° Ii °08'4" 200' 381' n s t�7+� eow' 8" A.C. s NON IIA Co7.2�' � PRI CONTRA -lopk mi: I G" A.C. G NOT<TN 5occ I NORTP III , II r ' ^ r - 1. •� 1 S OC� ° , n u o I , SHEET. __. —__ - - -- - —. -_. \ F l 9 S 5 9 l N� ° �'' W 4�' 8 A. N8o O�'O6 "w Z73.9y 0' V.C. COUNTY OF SAN DIEGO 1 ce Z. 8" A.C. �1 L DEPA RTMENT OF TR ANSPORTATION 1 [ - S _ J N ToEo'5 2 E a -)6.&4 8 A. G. - 1 n ` ,x, t�2 J Io N 23 "E 164 7 8 " A. G FLANS FOR TN3=. IMPRUVEI.AENT F Q Q u II 1 AST \ EVEW E5" A.C. N dyg 12 N8U °O�'OB "W IZI .UO' " A.C. Co AZL.1R V VAY J ��i n dy 1 /r, f \` L ( 1 -; z ° COUNTY APPROVEO CHANGES BENCH MARK rii 5 I No. Deurlp Approved by Date -- - --- - - - - - -- - - - - - -- -- M DESCRIp7InN ✓YELL KAO NUMI=NT @ STPEET � - - 0 ADC) G. I, t?p 5T02M 1�2A N n/ all � - _ R o mend�fo.a proval: Approved - - - -- Z 45&111T PLANS w -� ` LOCATION:, INTt&R5tCTIO �_I_,CAMINO RE A_l. . SUBDIVISION E NGINEER DIRECTOR O ANSGO RATION AZUR WAY �o� ��v���E�T,d✓� �Vte . � - _ cc ENCiNITA5 5W IP. _ - _ - - - Z Enylneu o/ work: Ch ked b RECORD FROM: CUUNTY SZEC, pprovald TM W ' v i ez­ 2Z0 '7 °JO M .S. L . 8122178 5'2 t? O .. .« ELEVATION: DATUM .L. NTO � � Ft C E 14 !S94 11 / /J / /9�d _ Z= W � I FILE N0. A ASBUILT I "PERFecr PROMS I PLATE A RODNEY STOKES CO. C o 4 �d �_ Lu Cl J 71 . U h ° L! U J i 002 p� mz m8— a� U r I I a tip\ U� I hi C Cr N+ O U p ., ! Pj Zoo C7 m b G�f�ADE htif I o �r oa SxG" � � N � � 48 GOVT - 1-OPO� �oPOF KEpUCER ToPO 4-15" MIN. F LO MIN. COVER 250 W "A.c. e A �.e ) ) @ 3 . 1 250 y g J } 8 220.00 8 "vC 0.40 % lO�UD' '0 "V.C• 210.74' - " V.C. @ 0.4 Top 100 / \ 04- JJ, NATUML G,90UND @ 1 I I O I (I N N 2 40 8.. A.C. ,S = TUIeAL C�ROL�NC7 C° N N 240 \t11 �l C I I Q 1 N (�V C 40 A 27 00- 0 0 ,�; ? 3 O 49 C. /.P. P. ti v l z r h z A N 70 0-40 Q N � 270 � L L X48 "C. /.P.P I (�j K) J �'� N� Z ! 6� 0-0 c� N N L U N Q-4 J J J J 233.00 42" P_.C.P @ L°�O% 4' L L L L 1350 L L 3' 138.11' 42 "r1G.P @ I.Vo PROFILE. 172.00' 42 "P.C.P. 1.70 3' eCALE!5; 13 � yl - 1350 p HORN7. 1" 40' ®, ✓ - VERT . 1" 8 I 1p � V ® � 2 I O 4 3 2 I o e W AS—BUILT �a ti CHANa' Q ONLY ft 1i0 AS—BUILT I Q A as 3:3f/e8 * CHANGE 20 ONLY 1 F. 1. R /NEHART DATE I ¢ o d R. C. E 28204 EXP. 3 -3/ -98 �11/�� � CIY1� 4 U \S� (/ 0� V OF CK F. D. RINEHART DATE O V i - - (7� {I R E 28204 EXP. 3 -3I -514 ° J to bo\ �� 0 C4 EET AP j z o oLw � ' m n �(� - r'� 1w � m ' 0 D Q o i SEE SNEET 8 o � 1) � � � � ION i w \ I I i '-( f I :I `� L � t� R N r _ ~ U N � 1 K 1 `ti /L_L - 1- N �� WAY - -- - 1 \ 1 i II I I I x w l /.P. P. C TY'P. T I T QC (!1 C c� MAR CAP J I I I S�Ei SHE.FfT G , A5SEMBLY 1 7d b g b J 5 11 GS = N -- -- w INIIJJJ J _ 1 v o - m - -- ,LI -- - — ! W v u ti _ - I L 1 to KJ RE ISION 3Q — I -� -' _ j� I I'- - -- I I I APR 3 1979 F%QW10G1 Q DRAINAGE EASEMENT TO L -I ` a "ICROFPLMED JAN > > � Q S.D. CO. F.C. DIST. NO./ PER O Q FIR NO. 78-536221 REC. is D EC. 1978, RIVATE CONTRACT 1 SHEET COUNTY OF SAN DIEGO e V COU TY G V L� LANF. 7 DEPARTMENT OF TRAN [ SHEETS r✓EWEiC DATA WA'TET�, pATA 17R 1N DATA PIANS FOR THE IMPR��/EMENT OF 1 NO. DELTA Of, BEARING -t. R L Rf✓MARtGS NO • DELTA OK P>EA.fe1NC� R L REMARKS NO• C7E1 -TA OR 6EAKINC� R L• �p�;,,rNN GROVE LANE I 1 NGG 53 20' W 2?1ac� 8 V.C. (D N 53 20 W 317.08' £3' A.C. 1 NCaG °53'2LJ "VY IT2.00 42 R.C.P. 1{,23 °x'40 "E (2)8.00' " " 2 N 23 "E Sa.oc Co" A.C. 2 =Cos ° r✓!o'3Co' 120' 138.11' 42" RG 3 N 23 cXo'40 "E 210.74' " " N 23° oco'40" E 218:14 8" A.C. N2n'OG'4O "E 233.00.' 42" P.CP COUNTY APPROVED CHANGES BENCH MARK 4 N 'L5° MONU 0 40 E 12 4Cd 4 N Z5 CXo40 1= 154.°DB' 1 Description Approved by Date W DESCRIPTION - -- -- - - � o � I s , , , ° _ _ -_._ -- -- -.-- . F_L.L e �JTIPEE 5 L1 -Ig 43 21' 1tl 003.35 8' V.G. G A32°0 E 1135 ?QI�' SAG. wmft UMTNS Q Al2[2 GI �!? 5T0f2M l�{?AIIJ /z //3/7f - - Recomma "dad for Approve Z I. 1, 8„ A.C. � _° AS8U /LT PLANE —�T�� /l iNTERSEYTIUN E CAMINO R c SUBDIVIS E NGINEER DIRE TOR T RANSPORT ATION H n LOCATION: _ �»�sl _ O //• Y-9V �NCINITA'� BLVD. E "e;nee, 2)s wo> k - - C ked e - T -- W Z QDlJ O?F//C/CQ( /c/�G�OCfS [�i_ It T-ls RECORD FROM: couU TY Rer'' '� - - __ -- _— T.M. = W ELEVATION: 220 -7 DATUM: 1 �•�'J•L• - - -_. -- App,ovaldatr - - -1 3102✓ 2 �, o E I, 51ZNTCJ l K.C.E.. 14 4 12 / / 2 2C S W FILE N0. ,,1� ASBUILT "PERFECT•PnoraE PLATE A RODNEY STOKES CO. 0 _N + i d N\ + N N +4 N " 48 TOP OF MI COV 7 8 A.C: 250 *Z 50 8 - AC . i 240 240 N � S N > N N ,,��1 NN NN j j Y �_j iU > 0 TN K I PROFILE ' I c<AL: I -�otiz: I .ao' I I O s l w Q � I r UMI r of vim �r r'N UTF LIKNtWAY — Fs 9 R t v� N ;z ><� COU NTY (2 JE N �N f LANE 1 VI I - - s © 75 ' I - 0 - 7 _ WA � - F .R M_ ETER 'PE TAIL SGALE - - - -- - k WATER DATA SEWER DATA / DRAINAGE EASEMENT TO NQ DELTA W P AKINCA N L IF, I F\K5 NO. DELTA OR 5EARINC� R �- KEMARKS S.D. CO. F.C. D/STR /CT / IQ & - IC zvEsv 210' CD0.11 $" A.C. <1> N5CD CD�2' e" vc. PER F/PNO.78-68622/ 2 N72 "W 151:16' 8 "I (D'IiPIPELLNG 2 0 ° 1s °se'so" ' ss.�I' RIVATE CONTRACT REC 43 DEC. 1978. © d = 5 16'02 IcDS' 17.81' $ "A.C:6'/z' PIPE LENCG7 3 N 72°OS'20 "W 151.48' - - -- -- -- 4 N CDCD°53�20 "W 'LI3.4& 8" AG. N72 °08' 20" W ojgp' „ SH�EyET COUNTY OF SAN DIEGO I f 8 DEPARTMENT OF TRA SHEETS 6 N COLD ° 53' WOW ' „ L SKYKNOLL WAY N CDro °53'2o "w I�s.4�' 8" vG. PLANS FOR THE lt\I`EMt✓NT OF ?KNXNOLL WAY ' COUNTY APPROVED CHANGES BENCH MARK LLi x•. .R °�� �¢� ('VTf No. - ...----- Dettriptio _. --.. --- Approved 6y ?1e DESCRIPTION. WELL M commen M @ ST . -_ - - - - - -- Q Reded for approval'. ASBU /LT PLANS V1414, m/a /�� - -- -- - - r � Approved Il) � Z - /& Mw R It, 45D LOCATION:__ INTER'S 10tI t l r_L C AMINO REAL fi C S ENGINEER DIREC RAMS ORTATI N O _ ENCINITA'S 13L� k E of work: Ch e b - - RECORD FROM: COLIKTY R�� s / az / �g Z A /1//3 T M. j .W W I — 3�o25 - Z ELEVATION: 22o.7��O DATUM: M �•I—• NTO R. C. E. ta!59d _ _ W a. FILE N0. ASBUILT