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350 GENERAL NOTES: 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF CAMINO PARK NORTH W ORK TO BE DONE: TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO NI IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE UNI �O • AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION COUNTYSTANDAROSANDASAPPROVEDBYTHEATER IALSLABORATORY. DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE STREETS AND STANDARD REFERENCE DRAWINGS. APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. LEGEND # -OL /YENWA7NMUN /C WA7ER D /STiP /CT STANL7AR0 CONSTRUCTED, CONNECTED AND TESTED PRIOR TO C 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET CONSTRUCTION UCTION OF BERM, WAY SHALL BE OR. 4W/ A' Y�'O.QSPEC /F /C�9T /ONREFE.PEN�E. ONSUC CURB, CROSS GUTTER AND PAVING. SEWER N 0 T E S • THE GP//7J /PPG OF STREETS 71 C.POSS SECT /0111/ 5. THE EX /STANCE AND LOCATION OF EX /STING UNDERGROUND FACILITIES W A T E R N 0 T E S • 'Z - RFEP•9RAl /ON Of SUBGRADE i9NOPr7✓ /PPG OFSTiQEETS wa S HOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE I. ALL WORK SHALL i3i!. IN ACCORDANCE WITH THE LEUCADIA COUNTY IJAl1::R DI TRICI (I_.C.W.D. j /SEE 7YP /CAL SECT /ON VNO MITES/ -- ---- - - - - -- RECORDS. TO THE BEST OF OUR KNOWL EDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR STANDARD SPECIFICATION. • THECONSTiPUCT /ONOFTyPE"Cs "CURBGUTTE.P G - 2 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THL STANDARDS - - - - - -- - - - - -- lS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY 2. THE CONTRACTOR SHALL SECURE A PEWITT FOR CONSTRUCI ION PRIOR TO ANY CONSTRUCT ION EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH lS NOT OF OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE s. THE CONTRACTOR MUST SECURE APPROVAL FROM THE I C.W.D. INSPECTOR PRIOR TO • Tf+ r ECONS 7 i PUCT /ONOFCURBf'GUTTEiP. -- - - - - -- 19 - - - - -- RECORD OR NOT SHOWN ON THESE PLANS, A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES BACKFILLING OVER ANY SEWER "Y "s. 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPFC[FICATIO "iS. • TNECONSMZICT /ONOF P.C.0 SIDE WNZA- _- G -7 - - 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT TIFF APPROVAL OF THE L.C.!J.D. DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PR /OR TO TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINT FTNISII GRADI Or ENGINEER. • TMECONS7RUCT /ON OF RAMP FOR CURB,CUTTER�S /DElY.9ln ___6- 8___ - -- CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY E L 6. APPROVAL OF THIS PLAN BY L. C. W. D. DOES NUT CONSTITUTE A REPRESENTATION AS EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 3. INSTALL A MINIMUM 1 114 INCH WATER SERVICE TO EACH TAT METER TO BE LOCATED TO THE ACCURACY OF THE LOCATION OF, OR THE WITHIN OF NON-EXISTENCE 01 , • THE /NSTALLAT /ON OFGUAROPOST F BARB /CALIF - -___ Al SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS E PLANS 5 FEET FROM A SIDE LOT LINE. A - HIGH LETTER- W SHALL BE CHISELED IN TOP ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE CONSTRUCTION OF ALL OTHER • T/ WITHIN THE LIMITS OF THIS PROJECT . IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EX /STING OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. ALL LATERALS AND MAINS SHALL BE TESTED 7. yE CONSTR UCT /ON OF PAVEMENT CUTOFF #1,&Z FACILITIES. UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS& ELECTRIC COMPANY 4. MANUAL AIR RELEASES SHALL BE INSTALLED Al ALL LllGil PUINIS IN THL 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS IN ADVANCE OF BEGINNING WORK SO T!iill • 7#E C0 OF CONCRETEGP OS5GUTTERf RE7URNSE6MENT__G_ /2______ -. ,� --f�., PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL WATER MAIN PROFILE. INSPECTION CAN BE PROVIDED. COORDINATEHIS WORK WITH COMPANY REPRESENTATIVES. 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 46 -INCH MIN • THE / NSTALLAT /ONOfSTREETSUR �ES' MONUMENT MINIMUM COVER. - 0/0 _ NOTICE. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 5• UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL MADE WET. THE TIME AND DURATION OF ANY SHUT DOWNS OF EXISTING MAINS 10. ALL LOTS SHALL BE SERVED BY 4 -INCH PVC. LATERALS SET AT A MINIMUM GRADE OF • T11,6INSTAIZ,471 NOFSTREETL /G!!T /OON /GHPRESSU SOD /UM__E;E -2 - � CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN SHALL BE MADE SUBJECT TO APPROVAL BY THE DISTRICT. 2.0'1 WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 5.5 MINIMUM 11 [ 1 DIEGO GAS &ELECTRIC COMPANY. 3ELOW TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY I_.C.W D. • THE /NSTALLAT /ON OF 57, ?EE7 L/ Gf1TC�3pl { /UM__E -FEZ - TELEPHONE: 755 -6605 6. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS 11. STANDARD SPECIFICATIONS OF L.C.IJ.D. FOR SEWER CONSTRUCTION ARE AVAILABLE Al 6 SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY THE DISTRICT OFFICE. • THE /NSTALLAT /ON Of STREET �GN - - -- DS -13 - - - - - -- 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR . 12- ALL CONCRETE TESTING REQUIRED BY TGE DISTRICT WILL B[; AT THE EXPENSE OF TI1 l TO STARTING WORK NEAR COMPANY FACIE ITIES AND SHALL COORDINATE HIS WHENEVER POSSIBLE WORK WITH COMPANY REPRESENTATIVES. NOTICE. CONTRACTOR. • THE CONSTRUCT /ON OF P.V.C. SEWER *411V ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE I. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT. .3. JOB MIXI JG OF C(XJCRETt: IdILL NOT BE ALLOWED WITHOUT THE PERMISSION 01 THI DT S FRI CT. • 7,VE CONSTRUCT /ON OF SEWER MAN HOLE .�.�� UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND __ _ _ _ - S -1 APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA 14. ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BE_[iDIiJG, SHOWN ON L.C.IJ.D. ( SEEW,9TE,PNOTES/ B acP TELEPHONE. 298 -0595. DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIES STANDARD DRAWING S -12. • Tf/ ECONSTRUCT/ ONOF/JSBESTOSC-MENTWi9Te'?/*l/N CLASS /50 - -- - ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OI_IVENHAIN 15. INSPECTOR SHALL BE FURNISHED Fi;kEE SETS OF CUT SHEETS. -- 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL_ BF SUBMITTED TO 15. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BF SUMITTED F Ill/ • THECONSTifY /CT /ONOFBUTTE.PFLS� - -- - - - - - gV UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND THE DISTRICT PRIOR TO START OF WORK, YAI ✓VE //SSEMBLY. - %6 - A �._� ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A QUALIFIED SOILS ENGINEER 'MHICII EAR THE COST OF RELOCATIONS, IF NEEDED. 9 REVISED 5TANDARO SPECIFICATIONS FOR STERILIZATION SECTIONC- 1TOREADAS CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINFER • T.S'ECLWS7iP(/CT /ON Off / /j,1/TA - - - 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND FOLLOWS' TI A CHLORINE CONCENTRAON OF APPROXIMATELY 50 PPM IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT (R/Cf/550 OiP EQU / ✓i9LENT/ INSTALLATIONS". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT OR THAT WHICH WILL PROVIDE A MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS SPECIFICATIONS. TELEPHONE. 755 - 936/ OF THE LINE AFTER 24 HOURS HAVE ELAPSED. 17. SEWER LATERAL TABLE IS ON SHEET NO. I • THE CONSTFfUCT /ON Or ,PCP STO.PMO�P/! /N ` - - _ 18. THE CONTRACTOR SHALL CONFORM TO LARD - 9 - 0bE SECTION 6205 BY SUBMITTING A DETAILED THE 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE • TH! CON5T.f'&CT /ON OfTyPE ;B" WITHIN N BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATEE THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED D D MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE IMF TO THE COUNTY OF SAN DIEGO. EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. • THEC0*.5,WUCT /ON Ova RIP- RrIPENE� 6 y0 15S /PAT01P__ A9- 4 2� THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND 12 STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING • THE CONSTRUCT /ON OF TYPE 'B CIG.vNOUT TO THE STANDARD SPECIFICATIONSOFTAE' COUNTY OFSANO/EGO,AND THE SPECIAL SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN - - --- =-: PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS. SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE • Tf/ECONSTRUCT /IJNOFM,INZ/�IL A/R,PELEASE ASSE,r1ty[y___¢- -___ -_ wX•Q CONTRACTORS EXPENSE. - -C�-- 13. NEITHER THE OWNER NOR THE ENGINEER OF INORX WILL ENFORCE SAFETY MEASURES OR " • T//ECONST•PUCT /ON OF 7YPE';4 "SEWE.P CLEANOUT - - - - -- 5- 3- - - - - -- _ __ �c0. REGULATIONS. THE CONTRACTOR SHALL SOLELY RESPONSIBLE HEREON. • THE CONSTRUCT /ON OF CAP ASSEMBL Y _ _ _ _ _ _ /9 - _ _ _ _ - _ CAD PL 52'- 56' - -60'-84' PL SEWER LATERAL __ _ _ _ 14. THE CONTRACTOR SHALL OBTA IN AN EXCAVATION PERMIT FORM FROM THE DIVISION Of • T'/ECONSTRUCT /ON OF BLOIt<f/Fl , 9SSEMBLS� - -- - _ _ S INDUSTRIAL SAFETY BEFORE ANY EXCAVATIONANOH£WILL ADHERE TOALL PROVISIONS'OF _ _ 26' - 28' - 30' - 42' 26' - 28' - 30' - 42' NYERT LATER /Ni'ERl TOP OF DEPTH D/STigNCE � • THEC0&,51 UCT /ON OF W /CEL.9TE.P.9L g _ THE STATE CONSTRUCTION SAFETY ORDERS. A COPYOF SAID PERMIT SHALL BE DELIVERED /0 /6 - /8 - 0 - 32 /6' - l8'- 20'- 32' /p' LOT AT /NK,9T LEAGTN ELEY. CURB AT -� TO THE DISTRICT PRIOR TO CONSTRUCTION 5' S' UPST,9E,9.ff - - - - - `s1 hown on El 'on P hown I. C. Eky. 5' S MA /N MA /N ,�T �. ELE4 F.POM M. f,! N0 • Tf/E CONSTRUC,' /G1Y OF 4 "pV,C. SEWER LATER.9LS TSEE SEWE.P /VOTES/ 4 "P on Pro /Ile Shown on 5 I S4 37/.80 37 .i 19 15. ALL ROCK SLOPE PROTECT /ON SHALL CONFORM TO SECTION 72, STATE OFCAL /FORN /A 2 '0 /t Pro /I /e 2 m /n. 2.0/0 Tf/EC ONSTRUIl /ON OF TA //Y / PfPPG N/4LL - -- -- C -¢ - SPECIFICATIONS DATED JANUARY 1975. / 2, ° min. Profile 2.0% I JSS 376.06 36/50 • 9 3 .7 3 3 7823 5, S ' ?9907 - -�_ Z:I 4 W 40 , _ / 3 .46 364.00 ZB' JAW .7N42 5.5' /99.07' l T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL £X /STING IM l6. SIDE N64 L 1, /S7 378.86 36#.A9 * • Tye COWST,fHUc riON of qC j r, FLANGE 7EE & /,ry, a GE WZ y6r PROVEMENTS FROM DAMAGES THATMAYBECAUSED BYHIMSELFORHISSUBCCWTRACTORSIN TYPE G - - - - - - � -- "'_ - -- 3511,29 S.5' AP07 THE PERFORMANCE Of THE WORK. CORRECTION Of ANY DAMAGE CAUSEDBYTHE CONTRACTOR CURB'S GUTTER 15if 37937 ,M3, ZB' 383.74 38924 5's' 3 9.07 •THE CONSTTUCT/ON OF ALL A.C. TEE OR SUBCONTRACTOR SHALL BE THE SOLE RESPONSIBILITY AND SOLE COST OF THE i PIA/INi REal+ IR E►I6NT4 / 37975 39 2.00 26' 382 3 S.S' Zs19.07 - CONTRACTOR ALONE. STRucTURAI REaIDIKEMCNTS INDICATED AT u�}'T. 60 96015 39,/ 3 26' 3R/7Si T,29 .5S' / .O 3�E • T//ECONST,PUGT/O/V OF ALL A.C. CROSS ASSEMBLY INgIG ^TED AT 1-E ET. / - �O..S.S 3s���0 G� .�BJ�6 55 *Y07 • S 1-6 3 ' - - - -- -- - -- - 162 360.96 3Q? 37 38307 A9 ' 388.57 ,S;5' 20 -' C 0 ' • THE CONSTiPUCT /ON OF ,gC TYPICAL STREET SECTION FOR SEWER ON[f� 164 360. 91 .Te186 393/9, 399,,66 .5'5 • ' "AS BUILT" THE CONSTRUIT /ON OF TEMPO.P.9RY CUE- DE -S.SC' -- -- - -OS -S- - - - 80.46 39,/. /2 29 ' 36X T.O CD STtzEET STtZUCTUlZA 3" ASPH 1Z�(, OVER rs "As B - 397. 60.9 rh FCONST,PUCT /ON OF CRTh">D/C 74ES T STi97 /0/V %• � /66 360./0 ,x/10 t6' V/Sb 367.40 SS' /60 'VIA CAMBRIA 6" DISINTEGRATED GRANITE BASE OVER Z' 3" ASPHALT CONCRETE OVER "AS BUILT" • T//E CONSTRUCT /ON OFCUTOf5rW -V L f � /6 379.70 7 / DATE; 19 �C�. `THROUGH TO 87 3GZ.GT9 2 39, ?.92� .39440 5.5" 160.9 IE.POS /ON STA. 7 +65.29) 9" NATIVE SUBGRADE COMPACTED TO 1/j'ltir /69, ,37921 343,00 Pe' .�3 3894/ ,S•q' ----6" / , 92 ' •THE CONST,PUCT /ON OF MjPL6 ,BO.1' CUL1/E.9T 95% RELATIVE COMPACTION �- /69 ,37a.61 .3 26' 3B4 / 3,SE74/ 3.S' DATE BMAQ / JB3 /70 37641 384010 Q • TyE CONSTiPUCT /ON OF ,PES70EiVT /AL D.P /{1E W,9Y -67141 J (7 G -/6 2" ASPHALT CONCRETE OVER ALTERNATE CHART Pe' .W75 -25 .5.5' 0/10 P&P .�. 'IA TIERRA 4" DISINTEGRATED GRANITE BASE OVER � n FOR STORM DRAIN PIPES /7/ 379,01 /� /s jB70 SS' 3 /^ /j/ -j,, • THE CONSTRUCT /ON Of TYPE W "L^eIM AS BUILT 80UTLET (STA. u +OG TO 1 +UO) 6" NATIVE SUBGRADE COMPACTED TO /72 3 � 374.00 t9,' r�' l R.C.P. A,C,P 37 . 380.z0 5.5" (S /60.00 • THE CONSTRUCT /ON OF _= O "I'A. i -ty0 TO GJL. -DE- -SAC) 95x RELATIVE COMPACTION REMARKS /73 362.,5 50 .Q/ (STOP S/GN 9 Pd " 3r ¢, /3 369.63 5.5 53. oo' / If 2 6 1350 D 20D0 D l HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS 2 1/2" ASPHALT CONCRETE OVER TOM T. PANTICH RCE 25900 DATE • T//E CONSTRUCT/ONO,r NOT, SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF- 0 "IA TIERRA 4" DISINTEGRATED GRANITE BASE OVER THROUGH STREET S16N WAY WITHIN 60 DAYSAFTER ISSUANCE OF THE CONSTRUCTION N (STA. 1 +00 TO 1 +90) s" NATIVE RELATIVE O CO PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY COMPACTED TO NOTE: 6N 95% aELATIVE COMPACTION NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE 4 TT 167 166 165 164 ALL STREET L /Gf /TS TO BE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH U 73 /7P /7/ 170 1 CUT- OFFL UM /N�9 /RE THIS PROJECT OR NDE , YCONTROL. P RECISION / ( I c� OCT 2� 1985 RA _ Ica Corlsbo0 NowARO VIA TIER ANMEiCfTFR cO OWNER: P c • EX /1T //NE - /v - -� N LEGEND ADDRESS 13Ti' L ^ 1�1 U1 IIGROFILMIED �/ � ° 1 Lo Costa 111 L 3 Pla nnin g Ew,acR; oF� ° �', .� rF c o z A Z 41 �� W ={ i Civil Eng mg TO INDEX MA P i /7 �� 1 s¢ 155 1Sa 157 /se /a1 160 IrI /6r - = i Land Surveving 2� 0 / z = ASSESSOR S PARCEL ✓` 3 4_ (D < / _ 5 r zo /¢ , 1 M © 1 4. Jrrrii. ° R. C w PPG WATER L - - - - 200 N OPEN SPACE • EX /ST /NGS 4 +I O -" -- N �� -� VIA B > EIYERL /NE ---- - - - - -- -� -- CAN VIjec Axoci"wdProfieiional EnginwringCofpor"tion -- -- - -- - - -- - - -- - - -g - -- F� � V IA "~- _ II _ I _ C11e 2341 Fiftn Avenue. San ngin CA 921 01 -1 61 0 lu • EX /5T /NGS. D.G. /E. L /NE ------- -_ - - -_ _ 100 Al Site �� L •l • $70,PMORA /N f OP/lYAa9GE EASE MENT - '�� `� PR I PATE CONTRACT yATERL /NE - -- ------ - - - - -- - - - -= a =�� � II I I I PER '�!! -�' • S EWERL/VE ' _4P�S�pxv __ VIA MOLENA ITO Encini ►os PE s Er COUNTY OF SAN DIEGO v • F /RE HYDRANT (OAS�WyENEX / I VIA MONTEC ST /NGf - _ - - - - - _ _ _ fed. I NDEX MAP • SEINER FLOW Di4CTN ; r VICINITY MAP R7S_ 64 DEPARTMENT OF TRANSPORTATION SHEETS • Sr"41TDRA /N,9GE FL O W 01?4ECT /ON - -- -- ____ SCALE 1' =200' No SCALE REZONE PERMIT NO. • 5TREE7_I161/7"COA511 W1/6'A /STING) ---- - - - - -- p SPECIAL USE PERMIT NO. P75 -//2 PLANS FOR THE IMPROVEMENT OF ON a-M ,1► sTRS,�T N.9A1E SIGN ---- - -_ - -- � CAMINO PARK NORTH Q:vN t GRADING PERMIT NO. L- 9071 • S(/BD /t %S /ON BDUNDARt • FLOOD CONTF =iOL DISTRICT E ASE 7 VC1 �ND /C9TE WHEN EX /STING) _ - -_ SEWER AGENCY WATER AGENCY COLJNTY APPROVED CHANGES BENCH MARK SUBDIVISION UNIT NO. .3 STOP SI O SAN DIEGO COUNTY FLOOD CONTROL DISTRICT LEUCADIA COUNTY WATE DISTRICT • Sf/EET NUMBER -INDEX T GY /YENyW11VAA' /N /C /F19L g /STf /C No. • Q/ GN C. J. HOUSON, DIRECTOR /� / Dncripuon Approved by Diu _ W 'I l EO "R4u Quo R. 7/'23/FS /yATER Mt7,yd S 9PPPOYAL REV /SE STORM DRA /N DESCRIPTION WELL MONUMENT @i gT.PEET �j ME • 9 NOTA T,Y STREET S/GN. // .9R°ROVEOdY 9,0111E ENG/NEEP/NG. �I Q _ _ �ry 1U ak+- /7�3�80 Recommw,4/f�p or • BLOCK N-- °'S - ENG/1LEEPSFO,PTy /STJP /CT REV /SE 1NOEX MHPB/NTEP_ _ APProved t /00,V- APPROVED NoText NoText