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339 GENERAL NOTES: 1. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS AND GUTTERS AND PAVING OF STREETS. 2. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 3. THE STRUCTURAL SECT /ON SHALL BE IN ACCORDANCE WITH SAN DIEGO O COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. uni I. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE COUNTY 0 SAN DIEGO T � TO EW �E 5. ALL UNDERGROUND APPROVAL OF ANY CONSTRUCT /WI THIN THE STREET OUTS /DE THE SUBDI HT-O BOUNDARY. 36 25 I IM�EM� � nF THE FoL1AW11� WORK 10 M CONSTRUCTED, CONNECTED S AND TESTED PR /OR TO WI CONT RU O CT/ON OF BERMWAY SHALL BE DOP1E ACCORDING T PL.41 -D: THE. CURRENZ �,W p►E[�© CONNECTED A CONTC, COUNTY !`TiC.�11J(`� DEPARTMENT CIf'ICA7VA* CURB, CROSS GUTTER AND PAVING. STANVMZD OFE JlJJD 6P1`LIA3 1af;ZOV 8101.15 FOR 1MPRC7JETtItrhl7 OF 6. THE EX /STANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SEWER NOTES LEGEND 10 510M AND SCAN p f FERENCE WATER NOTES I S HOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE STD THE GRADING OF STREETS (SEE TYPICAL CROSS SECTION) 1 RECORDS. E OF OUR K N OWL EDGE TH E N SH OWN O N T HES E PLANS. HOWEV OTHER C ONTR A ONTR ACTOR 1. ALL WORK SHALL BE IN ACCORDANCE WITH TAEUCADIA WATER DISTRICT (L.C.W.D.) 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS of THE OLIVEN- • 43YMDOL FAC /LIT /ES ECEPT A SH OWN T HOWEV, THE ONTR STANDARD SPECIFICATION. _ RAIN I IS REOUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. PECI IF CATIONS ON AT ALL SHAL HAVE A COPY OF THE STANDARD THE PREPARATION OF SUBGRADE AND PAVING OF STREETS LLLL TTIMES EX /STING FAC ILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT Of 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) RECORD OR NOT SHOWN ON THESE PLANS. FILL OVER ANY SEWER 'Y'S. 7. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. 3. ALL WATER CLASS N PJOIACP As SHOWNTONEPLANS. THE CONSTRUCTION OF TYPE "G" CURB i GUTTER G -2 DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE ARROVAL OF L. C. W. D. 4. EACH LOT IS TO RECEIVE A 1 -INCH WATER SERVICE. METE][ Ia'F1i0►I A41DE t- THE CONSTRUCTION OF TYPE "A" DIKE G -5 CONSTRUCT /ON OF NEW WORK. CONTRACTOR WILL MAKE EXPLATORY ENGINEER. ICE. LOC -, r� EXCAVATIONS AND LOCATE EX /STING UNDERGROUND FACILITIES 6• APPROVAL OF THIS PLAN BY L.C.W.D. DOES - T CONSTITUTE A REPRESENTATION AS TO THE 5• MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE WATER MAIN PRO - SUFFICIENTLY AHEAD Of CONSTRUCTION TO PERMIT REVISIONS TO PLANS ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDER- 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE WET. THE THE CONSTRUCTION OF P.C.C. SIDEWALK G -7--. If REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCAT OF EXIST GROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT TIME AND DURATION OF ANY SHUT DO4AJ5 OF EXISTING MAINS SHALL BE MADE SUBJECT TO FACILITIES. 7. ALL LATERALS AND MAINS SHALL BE TESTED Ar!'TLIC CGNS�TRLIC,TlON OF THE CONSTRUCTION OF RAMP FOR CURB, GUTTER A SIDEWALK G -8 \ B. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC COMPANY ALL OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. APPROVAL BY THE DISTRICT. 8. CONTRACTOR SHALL NOTIFY L.C.W 4a HOURS IN ADVANCE OF BEGINNING WORK SO THAT 7. A . C . BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE Lo- THE INSTALLATION OF GUARD POST A BARRICADE M_g� PR /OR TO STARTING WORK NEAR COMPANY FACIL ELEC AND SHALL INSPECTION CAN BE PROVIDED. CATED ON THE PROLONGATION OF THE STREET RIGHT OF WAY LINE WHENEVER POSSIBLE. CO ELECTRICAL A COM REPRES 9. ALL LATERALS 541ALL SE CONSTKLIGTtD WITR A W lNGN MINIMUM C� ALL MNM5 - 72 lW_j4 9. I NS T ALL T SHALL DIVISION OF THE CONSTRUCTION OF PAVEMENT CUTOFF WALL p NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN LOCATION THISSUBD E LECT R ICAL MINIMUM COVM. ALL LATERALS 5*LL EW C0N6TKUGTED CLEAi� OF CONTRACTORS l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� SMN N O ALL # TO STARTING WORK NEAR COINPANY FAC/L/T/ESAND SHALL COORDINATE HIS 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE E -1 ' -2 ORKWITH COMPANY REPRESENTATIVES. CONTRACTOR. THE INSTALLATION OF STREET SIGN pg_I,g N TELEPHONE SERVICES WITH /N THIS SUBDIVISION ARE 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT. "UNDERGROUND INSTALLATIONS". FOR LOCAT /ON OF CABLES AND 14. ALL PIPES SHALL HAVE 4 -INCH (MIN.) CRUSHED BEDDING, SHOWN ON L• -C.W. D..STANDARD THE CONSTRUCTION OF V.C. SEWER MAIN APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. DRAWING S - 12. TELEPHONE: 21004M. 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. THE CONSTRUCTION OF SEWER MANHOLE 0-_ 10. IT SHALL BE THE RESPONS OF THE DEVELOPER TO CONTACT THE 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE FIRE NYC7RANT5 WITHIN OR AC7JPCtNT TO MULTIFAMILY AFtA. MALL DE UTILITY AGENCIES ADVISE THEM F ENGINEER OF WORK AND T �IaI R1GH OR IvAL1 =N .THE O THE PR HE D ISTRIC T DELI T R> 1 �W1NV1`1e RIOT E To >3E E35O R PROPOSED /MP ENG INEER ICa•► oR IMPROVEMENTS, AND ER BY A QUALIFIED SOILS ENGINEER WHICH EQLIIVALCNT, THE CONSTRUCTION OF A5B1�T03 CEMENT WATER MAINb, lcp? BEAR THE COST OF RE LOCATIONS, /F NEEDED. CERTIFIES THAT TRENCH BACKFII,L WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EA�RTHWM SPECIFICATIONS AND DISTRICT SPECIFICATIONS. THE INSTALLATION OF BUTT - MrIY VALVE A EMbLY _.�8'bv II. ALL TELEVISION SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND 17, SEWER LATERAL TABLE IS ON SHEET NO. 3 INSTALLATIONS ". FOR LOCAT/ ONOf CABLES AND APPURTENANCES CONTACT 16. THE CONTR TC71K 'jµALL c1#00KM m LAvat C POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON �TIO T N Co2OS 5y HE INSTALLATION OF FIRE HYDRANT ASSEMBLY 1 FF( TELEPHONE: , 45 -64/6 �� A DETAILED PLAN Sf-1C7 THE pEe GN OF 4iHORlNC�, ?. FM:Tr` Tbt MIF DRAM T� VkAzA.RD OF GWR.� �INp p TW_ tX THE'S•BUILT "I � THE CONSTRUCTION OF R.C.P. STORM DR�IN OR (C - .S. P. STORM WITHIN THE DEDICATEtl MIII OYE r / RIGHT - OF- w AY, OR WITHIN EASEMENTS OED /GATED AN3S. ALL SOURCES SHALL BE LOCATED VATION Of DRAIN FOR PRIVATE DRAINS) N RIGHT-Of -W TNERMN. TH��PLAAN MUST $E MrprpA.MM � R ,eL GTRE� � INbTALATION TO THE COUNTY Of SAN DIEGO. OR MORE 1N DEFTH ANt� APF'RCNED ey TG;L C7WVA= P TID 1` T THE CONSTRUCTION OF TYPE "B" CURB INLET D - THE PLAN + THE CONSTRUCTION OF TYPE VAT10N. 1F THE PLAN VARIES PROM THE 'E114ORtha eN16TE1vl -T STANDARD 13. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO THE F.1bTADI_IONW C�' THE CON fRUGTK)N (�( OI Rrj mv_o TYPE CLEANOUT p -y STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE SPECIAL PROVISIONS FOR DE P1!lrAJ W W A RE.C-II3reitED CMLOR !lf1RUC.TL1ICAL. �INtrr AT THE - - THE IMPROVEMENT OF SUBDIVISION STREETS. COPITI6ACTOIC'�.✓ "m.Nd_w_ THE CONSTRUCTION OF TYPE "F" CATCH BASIN D -7 14. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULA- TIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE HEREON. IIEPARiumE Fk THE CONSTRUCTION OF C.S.P. TYPE "B" INLET vW AND °.1.0 GRADE NOT EXCF± V ' /B" SEWER CLEAMOUT - -' --O 15. THE CONTRACTOR SMALL OBTAIN AN EXCAVATION PER FORM THE DIVISION 0 INDUSTRIAL "IIJu ;'Epi (16 CONSTRUCTION TYPE "A' SAFETY BEFORE ANY EXCAVATION AND HE MILL ADHERE TO ALL PROVISIONS OF THE STATE .'v'; , LINEAL I'EET, AND .Fn. S -3 P;,kiUl;r �1MIFED TO 3 /4" FROM THE THEORETICAL CUM OUTLET CONSTRUCTION SAFETY ORDERS. A COPY OF SAID PERMIT SHALL BE DELIVERED TO THE ` ' IN "ItNT SHALL -i'HlS VARIATION RESULT IN TRUCTION OF BLOW -OFF ASSEMBLY ( N� COL( r RE49'( A+C -410EE - To C,ppp►�•mr V�AOItK ON pjl�( IMNlI�/GAGNTfi c N OtA- F 1N EXC s/ " DEEP. I HE ".:;Cncic PIAG�hI '1: THC�E PLANS WITHIN T!3M✓TINC� hITK RIfFO1` -WAY WITHIt,I Cop pA`(�j CONSTRUCTION OF MANUAL AIR RELEASE ASSEMBLY ( HA DISTRICT PRIOR TO CONSTRUCTION. (N) v 16. ALL ROCK SLOPE MIDIECTION SHALL CONFORM TO SECTION 72, STATE OF CALIFORNIA SPECIFI- AFTER 1� - 5L"C OF - Mt CON5TRUCTCtA I - MKVAR ANl7� MKC)UE 6UCH Vvor CATIONS DATED JANUARY 1975. ', ": 0.GER TO CO!' . ?ti: 10 THL !I[R)')i "!_POET !',1A41_?. ^•'IG ^, ACTI�Y ON EV�Y WC�ItVAL WORKING Mk e LINTILC,pMrLE'. Il yp�T1�/E CONSTRUCTION OF A.C. BY A.C. BY FLANGE TEE W /FLANGE VALVE FLOW LINE TOLF:0.: THE CO \'1'i, @! (pc i!nLL BE PERMITTED, AND IN PCNDEM OF AVTY CIT"Uz T TIC EGT T_ 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING IMPROVE- RUT NOT I.JMIfF_I' : EXCckCI ;1NG THE F S;f t .L L FE . "METHODS D, OR UNDER tVP( '• - /' CONSTRUCTION OF ALL A.C. TEE ) �� HAUL � MENTS FROM DAMAGES THAT MAY BE CAUSED BY HIMSELF OR HIS SUBCONTRACTORS IN THE PER- CONSTRIICTTON; Ell HUW�iVER. THE COL F004WE OF THE WORK. CORRECTION OF ANY DAMAGE CAUSED BY INTY OF SAN DIEGO SH ALL H 31RIr•KLAN LS�UCE G. THE CONTRACTOR OR 0 VItE PACES. PLA 14046 ?EN6ENEEK CONSTRUCTION OF ALL A.C. CROSS SUBCONTRACTOR SHALL BE THE SOLE RESPONSIBILITY AND SOLE COST OF THE CONTRACTOR MrTJCDS C�'IJ ikII;,TION BE F! ( I�/�Nb1+►N) IS DS OF F C OF' TI B E F ,�LOWED. THAI ANY OR ALL Or 1!;:_iE aWNFR: �(IECiC.�N ci'17pN'L 4 CYJ( /pP'Tjoc/ - � ADDRMdJtiz /70 NEIt//a['T CF- .( L1PlI2F h//lf LZS CONSTRUCTION OF REDUCER ( L1VlYY4,N11 �t.� 18. WOOOWRD -CLYDE CONSULTANTS SOILS REPORT DATED JUNE 16, 1976 AND AMENDED (•.I I I ASER DIRECTED OI(. TNG BUCKET DURING f�, CfL /,i1r/i JANUARY 24, 1977 IS PART OF THE CONTRACT DOCUMENTS AND MUST BE ADHERED TO IN 1 i\ IXCAVATION. 1Z6�0 CONSTRUCTION OF CAP ASSEMBLY COMPLETING THE WORK. U.' ;: OF PATENI'ED CANADAS- COULSON "TRENCH PLANE" ASSES�aOMZ`6 PAlf 15-7 -05p_ 52/4. CONSTRUCTION OF WATER SERVICE ' - A'IIJU 7N i 1RENCH GRADL ( w -4a 19. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE (c) �.' %r P',Ir;•REL''FURCED CONCRETE GRADF. RAIL TO AREAS TO BE PAVED. U1.Dl: - frill PIPE AACHINF DURING PLACEMENT OF E1JC.1bG,AG►T OF 5l'WEIC b-12 (L.C.M/R) W . M'1LIVATE RESP R NTY Ihi1P100VCMENT'g g>ao - '.iirRPlE IN THE PIPE. PIC41�`CT ONLY. COUNTY OFf'1G1AL5 5K7NATLIRE HEC "EKE C" FOR 1NFOMZMATICNI (d) ZE OF' WATC WI AP iF,.N THE PIPE TO CHECK THE FLOW �"F NBC COt15�TU7E LINE FOR VA ,IATION", "1 GRADE. P1d�/AL Cr2 t�Rl51�ILTTY OF ANY KIND fL'M THE bE51C�N OIZ COI�TICUCTIC7N OF THESE PRIVATE 1MPR0VEYAEN ®Z1. THE CONTRACTOR, AT HIS SOLE OPTION, MAY ELECT TO AG M ILT USE, BUT IS NOT TO BE LIMITED THERETO, TO ANY OR ALL OF 1HF. FOLIOWING METHODS TO RESTORE, OR CORRECT F, OW i LINE.T- SPECIFIED TOLERANCES: (a) .i ',OWELiNG, FLOATING, SCREEDING, AND ADDING OR REMOVING CONCRETE WHILE IN A PLASTIC STATE. I - 121,5185 �I�N U' . " v _MOVAL CONCRETE TO BRING HIGH POINTS TO FLOW LINE GRADE SHALL BE PERMITTED. EN K OF WORK 19M t � -- WVr�I� VICINITY IiA IMMA rE c�►cT 1 PERMITS � CDYMT Kum MMEge 2_-0--_ W �_ _I BE► TMIENT TRMlBI1TATION V1G1N.r� ' IIiEZONE PERMIT Np. NAP • 7 - IMECIAL UK PERMIT NO. 77 - d, 'e �AA0 Amt / 7' 0o = ' RECISIt1N MAP Si 9 � 1 ENGINEERS ARCHITECTS PLANNERS 4945 RONSON COURT, SAN DIEGO, CALIFORNIA 92111 (714) 292.1040 GRADING ►ERMIT NO. L -aC ?D �• 3 1919 q Ap FE PIKE PIrOTtLT1Clh1 >7rilRlcf FL000 OONTFUL DISTRICT g r 34cz �- nl7M;i1► MICROFILMED SAN DIEGO COUNTY FLOOD CONTROL DISTINCT VW►TER �Y cH MAAIC ' NO. 1 rr PRECISION / C. J.HOUSIDN, DIRECTOR Z�_U /. CLrY /�f'/JY �y,�IT�',r OU E* �T,,� V "�• °icr�"^ """'"'w � u t N DEttI1NTION: WEL AdO>V. s // .Q./� ✓/ i7 �{.. T• Y�f►1, L.1\ ♦YL�1�1 HL A.00 A07..�' �,*�N M [ 7�� DEC 2 4 1985 APPKG([t7 (; Q/n➢�91A M AINI ®VED BY: � �'�^'a'd b J �K�L11 t]CI1VG ! BOLT T A LOCATION: 4 /A/T e'L CAMONO)w"i- 064CIW77� 11Y.H7 .N.�.e c of C TAn.w• r� HIEF ..IA.ES A. PDX E11�iT1�f,Py �%. D111h-�c . 3I * �� /� LAW ., . �i y...,w T.M. U. MUJRf�ikMEO DgTE: A(I C� � H! it �q7 X BATE: 3I DATE: �f/! /7I NECONO Faso : "1M/ GY TY.}U G. 6 (o-01 ELEVATION: _7fF/ ��}}.. N. 1 / //97/' '�+PS' x , ELISION IaA, I.D. LD. Np. COT�: 3 25 '96C - ROFILMED s -- QUANTITIES FOR VILLAGE PARK Item Estimated Item Estimated 110, Description Quantity Unit No. Description Quantity Unit STI�ET LIGHTS STREET 25 42" R.C.P. 98 L.F. ZQCXt7 LUMEN ... A 1 Curb and Gutter 13,776 L.F. 26 Type "F" Inlet 1 EA. 7 LUMEN ... j7ra J FI1�H� -0- 2 4.5 P.C.C. Sidewalk 30,561 S.F. 27 Type "B -1" Inlet 2 EA. 1 L.S. 3 3.0 P.C.C. Sidewalk 10, 405 S.F. 28 Junction Structure ` �^ ( `NAMr. • • • • • • • • • • • • • . - -- 4 Pavement and Base 310,213 S.F. 29 Remove Existing 18" R.C.P. 1 EA. \ S se STORM RAI DN....... ==_ 5 Street Lights: 20,000 LUM. �� \ \ S �'� ! I sC EA. 30 Remove Existing Headwall 1 EA. t (QG-C- f I E S I U� „: � F. \ / 721 L.F. \� )��� �/� � 3LoGK IIV►�QEtCS o��- 1 6 Street Lights: 7,000 LUM. IS EA. 31 36” R.C.P. �r �\ J� /' ,�, �_);;``'.�, .._� ,_. ;.� (��•� ✓' (-`� 7 Street Name Signs 13 EA. 32 Concrete Collar l id � ------- 41 �� J\ N 8 Stop Signs 15 EA. 33 Join 36" R.C.P. 1 EA. 4h �� /� r� �\ 9 P.C.C. Cross Gutter 8,408 S.F. 34 Join Existing Cleanout 1 EA. ��: / Y 10 Commercial Driveway 1,040 S.F. 35 Remove Existing 36" R.C.P. 44 L.F. J C a \ �\ / l �/ .-� ,p� /�� I �� 11 Sawcut Pavement 2,408 L.F. 36 Remove Rip -Rap 1 EA. yy "� • ,:; - . o �// � 12 Curb Only 3,925 L.F. SEWER 1 � * 5 � / , U : EA . ter- o rr- " g '' Ky e I /� J 13 3 Wide Center Gutter 2,579 L.F. 37 Manhole 3' v �,� gllt3D ix s Fb � ry J\ �Jr L.F. 7,518 L . f . 14 Remove Existing Berm 1,625 L. 38 8 V.C.P. STORM DRAIN 39 Cleanout 12 EA. � /J / 15 18" A.C.P. 1,310 L.F. 40 Lateral - 4" U.C.P. 205 EA. 45 16 Cleanout Type "A" 6 EA. 41 41 42 ..�. ea :e I ' I f 93 es• si �• 9� 17 Inlet Type B 8 EA. WATER p 4( 1 \ \;,� k• . cr •"v. ; 1 mss' i 18 A.C.P. 567 L.F. 42 Remove Blowoff • 24" A 5 !:s �, �• / �� �� / ti .. c7 -7 s 7 LF - ';1 V V AC F i �, � �z L.F. I � V r• i"`P �s "4• �� ? / 19 Curb Outlet Trpe "A l EA. 43 8 A.C.P. 2 FA. la' i a•t r� \ r- .. tea, x �t +'w c 'Q '� >, ao 19 L.F. 44 1 8" Buttsrf A V Ne 20 18 R.C.P. ►y 'Z� EA. ' �r sti • a �s 'Ma.. 1'6 EA .°` ~ �5'' Q ` B Ar• \ ` v N/ 2" 1 ,4NU fly yalvm = i,. 4 �i �•' O y � 77 *7ppE 2 MANUAL A/R 4L- EASE IS EA. P� 3 EA. 45 - - _ ' LAJ _ 22 1 EA. 46 Fire Hydrant ,.,•�re y' A \ s•' iN. o ., ' �e� 21 Type G Inlet LI S S cMF ! v u, et. "tiy ,A� � T ype �� A �� Outlet Eq. 40 ., .. 4• •.� I - ,� AP �i � 6.0. A4pGJ'n�l � EA. yP g v. r .fit - y , +a, \ ^ ` e � e' �` u — I v l / 23 60 R.C.P. 862 L.F. 47 Remove Cap &Join Waterline 3 � EA. L `� \ i �. �� a°'• �i, T - I EA. I ( 24 54" R.C.P. 857 L.F. 48 / L may__ -� `a• ter .�� i( l rte; f ' _ta s ; moo 49 1 Lateral (Single Family) 127 S �� O ., I OC ( 'G. L ok � �`�� .•,.1 ,! o - \ :, �,7+ r 14ov � o �. A"� r ��' moo' ", ,., II Q I 50 1" Lateral (Multi Family) 78 EA. � - M *\ ` r • � �o / y // o \` ' re. as 97 I. II R Connection t© 6ci. 1Cc' A.G.P. Z EA. `- 0 1_q . `; C� . l *h µ A WATEK SEWER EA'oEMENT s/ , * I I ss . I I Y It- It .. r• a �• \ 99 II ' 3l 5 3.4 _ \ o/ In /6 IT ; �� % is 98 '� / ��... +•y�� / �, ..s.N : „ .moo/ /oi � II • I� _I 3s' 1400 14.50 5TRE1 =T lO' 2 ©' 20 to l.: ^ ...i' - /7 - `� r 7 , • "r \', \ , O f f L1EiFiT � _''� ` % ST° S ( � •••e � - TER 3.0' LOCATION , L u , tbW \ 'k' ss' ` J' I O.S' I ELEV. 51�oM/ly i FIRE ON 8' a' Of • r' u• 1 PROFIL_r S' `1 Z 20 2/ ; ) \ 5 S II —/� acS LOCTI” /J /KE 0 o L �-�. a/ 2 MIN• ri r 4' PCC- M •. ' •• � Mr-TIM ,... !+1 I / 5� \ �/O ••w I I 00 " G TYPE Ca" CT`!P.) Z X 2 "A.G. OVA 6 L pa45E )Z ++ \ / , w4 h ` 330' 31t�EWAIK 2 A.G. oyER 4 0.6. PaD�E CNL�R " �N �pEN�N Z Q ° /4 TOa �6N 0 / \ P r e _ 6 A10T1V1E r- �LIt6PdQA0� NG GUItI 4 "P.C.G. C11K6 S TIt� '� /S s (r Co" TYPE G" " ��ll11 L 1 '" !�' "IS• �i� CURB c CgLfCTEI� SID E.WALIC 1?CL. SLGEWALK COMI�b 95+ > /3 / \ // tas� ' - \ 7 _ c�UTT�R ?D 951. tQe� coM�nC roil CoHmr, N �rol� -� ' , UAIIAER TM. 344 9 4 CTE/� Fvt3T .T 4 I ! \ .. 1 rM. 3598 - / lwxe- TY PICAL 1 14�11r 101 V r l Q9Ac z - - - - TYPICAL SEIGMON 2B Co us �U� L I - - -- - -- - - -- - -- -- - - - -__ PRNATE. d5MEETS 6 - fic. /� T C-4A RM>` PALE. ROAD I � Lq I /i8 /Aa I S 'M4Oe. Sill eO P Sib It � 6ISEMFNTO SD.G�.f•C.O. - - -_ — — ='— _ _ - QQ• HT. �g . 2 / C001 Q , P s�N J 8 t .s•T�. - ,.: mvr r- _ E -_ � � / - ,:•; .:'.,.' .,� , 'p ;:' LOCATION j F E W SIE7N b L NEZ- P — —�� et lL m r 5 4 3 2 / i. _ I I ?S / ?a / ?d l .' a • T`1 1aYl7RANT SI & rcir 'JMOr1TH 'R I I� I I I I I /z? T•YPIGAL SF�GTION LOCATION y TRANOITIUN - _ i P£ C LffTt? 1 -- -�T • 2y IVT DRA 5 D G F G fO E �" FC.C. " A.G. gR 7" D.li. V7T. FVM'T• N 't IDEWALK G>/EK G'I W �✓ll�DNl51oN 13 t1tArY - - L - =- r. Cc T`r'M y � R GOMPALTE•D 10 957.12E1 -ATIV� CGMpt�.TlOkl ' CURB i a -- - C.- - � — — — — — • — — — — — — � TYPICAL SECTION vii r l l \ - \C' r \_ '� \. -�rr T . ^\\ MU 5w51 WANDERING fZOAD Tr \ r f� J � 1J r J J. ��r \�' � J, 1��� \ �. WATr-K r- -EWlfl( 84 �1 T �/ /ys vA� EASEMENT vary vc.l= PRIVATE CONTRACT g � ' l<V cr, coo N 10 32 32 10' OR O TO Ei 2Co O COUNTY OF SAN DIEGO 2� LIGHT 10' la' 2d 18` oR �' l0' 1 �JCATIOIJ tn' 6' LICINT 13 13' SHEETS t� a _ T"YPICAL SE. ANO Z DEPARTMENT OF TMNSPORTATION TO 13E REMOVE F.H. FIKE HYDKANW � 1=1 EV.'aHOWN L-OCATIOF.1 ELEV. 61dOM /N 7' L DCATIOt4 1 ON PRCyFILE T F ly Cv" lYFE N CO" WATER LATERAL LAYOUT PLAN5 FOR THE 1A#=" VEMENT OF 1 Ot-k FLAN AS I L� HYDRANT ON PROFILE 5 " k �= OVESZLA j CISION I RE4tlIRED Fo1C \y` 1 • 2x LCXI>TiON ON Y _ ONLY AT 51NG-1LE FAM ILY LaT'S �,g C OiC /Nf'"f� j 6MCX7TH ZRAtU` ITION q% I q1N 2/ M1 �9 9fi' 2y _ �% Mlr _ 2y. ?q zi ,�,l�C T it/ 3GZ S 0 2 4 1 ! L i NA-,MP ;,: WM.frYP1 MEE['ER COUNTY APPROVED CHANGES BENCH MARK UN IT N O• I _ L- ? W.M. C YF) C'TYP) 2 "4C .OJEK nG E5°gE ovER r," NATNfe 51 FCJEWA�K 5tE CaLRTER T`lPKAL N.. Wsrirn.11 W OW �A.G.OVER (o " (1Y 4" P.CL.5ITJEWAL.IC GKAt76GOMN"Ae-1W1D 11IELATIVEC0HP%GTI01J QG� �j�flLT / / DESCIIDTIOM: Aww�wM�fWaw"al: Ah. "R C'ISION 9 "NA7TVE` D 4 "P,C.G• " WELL = COMI�ACT7: 4 R r.. RAM 61 IIJf. RD a A , 6a00IV 15400 S "RS+F12oM ba• 2" 4G • DVER 4" D.L 1 OJICR TO 96% a2£L -. COMMACTIOI I �o" �`(PE "4 CURB SIDEWALK ( m (e1tn; 4 "D.G. DU oaF1Z1 Alb Rn SrA. o +GY�TO 2 +2� 7" D�.�_ TYF7= "G�" GUIeB L" hIATLYE 5118CR�DE �p�.�FAGT� K em. 2 +tS To 6+'50) AND EgUl7er, F. 1D 969• RfsL_ COMIPbG'fID11 1K ��/ /E �� �' -e1 TYPICAL.. �„ GTION "'"'�'� TYPICAL SE�.TION LOCATION: '. /N T. EL Cr9M /NO i7E9L �'EiLK' /N /TAS.BLt/O. WIV ISION ENOINEEII DUECT011 T11A�N,1E101.1 T 2C AND <�UT t T YP I CAL " IC/� L �i N ,�� � �� ✓3 //L�� ZO/ EMiMM N wMk: CA M by: Milli Z. nnEt) ELEVATION: eEUM FMM: 3AN D /EY,� COUNTY 3(JRt.i'i5 PE.T Mai I�IOUNT,a. V DRIVE OVERLAND ROAD RAMBLING Ra4 PRIVATE STREET H -f i 220'7/ It C o a /a AypwNMN: DATUM: MIL . L. Vr . E. A46 /2/13 %5»' W L FILE N. FEB 251980 M1l,�ROFN.M4ED SEYYE�P LATERAL OA TA TA45LE LOT /NVE,t LATER. N ✓ER TOP QF O /STANCE /NICER 447ER. /N✓ERT TOP OF O /STANCE NWe LAMO /N ✓EQT TOP Of APT O /STANCE AT /V✓,4 MST ELE✓ CL/RQ PTH UPSTREAM 4r GOT LaEPTN M.H. LOT /NHC,t LATER. /N✓E,ET TOPGlf D/S NCE AT NV AT N67 EL E V C.C/Ra UPSTREAM AT NV AT EN6T EL EV. CURQ UPSTREAM M. H. LOT QIEPTN M. H. O, MA /N AWN AT EC EV. 'QT FROM M. N. NO. NO. MA /N MA /N AT /� EL E V. . F,QbM M. N. NO. NO• MA /N MA /N AT EL EY. ' F,POM M. f,! NO• NO. AT /NV AT & EL E . 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Zo8S7 Z ,) ZIS• >o y 65.63 Cp, Z 239 54f 247,04 Z4864 10.00 14 108,)Z ZI ,34 1 7100 zl),70 6 31,96 C4. 9S 210,-6 2172 Z ± 24 7157 248.57 6 -32,41 ZO 5d -28,50 211,34 7 2 >, G 7146 co. 24o, >4 19 7-4 z,$/ 6 Z05,4Z ZO s7- )3 Z I , 30 o z 1l, so Z l , SO 7 z . 16 C,4 PRIVATE CONTRACT 8> Z4o,a0 241,10 l9 243,17 249,17 6 140• Z ZO 53 Zags zll,3 E5 7-U, c,0• -17,50 6915- 41,0) z41,37 43 o Z49,40 6 9542 ZO Zoa,Sl 211• 211,50 Z 17 so 6 "ET eq 241.Z COUNTY OF SAN D 241-Zs' -41,55 6 6 Z 3 55 -49,55 5, Z ZO t34•oz C,2- 4 S.rJ' 240,1 Z , >zI 227190 ZZB, L7 6 '7Z,Cj [,(,1 3 ENGINEER DEPARTMENT 239,76 2 40,78 2 , D 247.3 z4b 6 5, Z SHEETS 4 220120 222114 -22.90 228140 6 2,50 CID, 1 Z 9,76 Z40.ca6 7,50 7¢2,42 48,10 6 sa4 51 Z o Z,?4 222190 ZZB. 6 2,17 GQ f'L/1N5 r`ca'C THC` /MPf�vEMENT OF .� 97- Za9, 7-39,83 SO 241,32 247,BZ 6 95.4 Z4 72 0 W t zZZ 93 I Z3f,(6 I Z34 27W Z 4 1-5 - 3 04), 53 165. 220, 3q ZZZ, + so V /L�.A�� PARK � N PRE0I� 1UN COMM AMIKWW ClWWU h4Aii 1 PRECISION N.. p BENCH 1►urnc i 1979 �� by Date- 2-f i PRECISION - Doscri WELL MOKI Roco,n d�lorApprgval A o ed�� N Ag bl11LT 251980 DEC 241985 L (If MICROFILMED, I ''M K�FILIv;� -57A o; / Subdi ision End noer :.QJ. H.rtrs ounty Engineer T 54P 7044, / _ Envinoor of wwit 1 Ch k y 1AICROSLUED !Nv �22o•7D, LINTY 3L r!t/G HFL/N fE1/i/7i A T.M. A/o. Dm.: pproval dat- FILE NO. I 'PERFECT "laaanLE PLATE A RODNEY STOKES CO. Poo' i c. 23S•4/ P. /. �j � U I 400' vc U O N NO NOmN P/. 229.27 N ��V N h t(j m� m�mnN 2.3 NnN n \� O N TOP OF CU R8 N N S N N N 4 ,rr>'oo. 40 vc. T OW , N N l\1 N\ / p0 /o V EX /5T. F TOP O CURB n n i 230 �4 N N N N q � 250 � � h NLY ce. N Z v \ o o N N a NZY CB. N N N \ t�\ Y �� z32% -V �v" N 2.37 / t\ 220 -\ ^ a , s N h N �, h 0 0 0( 240 ti N � n � �9N2. /s/ �x ti N ^N o 0� '� M I \ M ^ N N i� EX /5 T GRA73E M 0 O "� O /. /9 32 , r e /. 2 % \ cV \ RI � 200 VC. / I ^ N of 7 6 M N ^� N N /. /O o 0. Sig _ N p 9�o N __ _ 230 v \ N E. R e _ _ _— _ _ �I -� ' I �V �+oonsco_ r.,.. 2a4 s j n 250 { N — — — A.C..P U 1_52 % EX /5T /O V C ^ l k I) N I ts '73 0 x `t { — EX /5T /O VC uj N -Z N x — a 1.52 % 220 _ -I i N w N 240 /G q ul I i z ,n � VN N PROF /L E SCALE /-v 40 HOft /Z. / - B VEi4T. 15 14 15 /2 // /O 9 8 7 G 5 5EE SHEET No. 6 RAME5LINGq KOAD SEE W / I I ZO 20 { • ���G��QFjI/ h 4/ S�� I X 0 vii N v Z N 127 /20 1 /25 V /24 Q�q � GE o. G F GA N / i ol. v ¢o- B"h?C/' CL. /Sn I �I� 8 "FLG. a flC/' /2/ O � N I �? I 6� 6\ ql� 4-4 N I� Q I !474G5.09 WQ (y �/ f//7/' ER x ,C` T 0 /4fGSGoJ h i� _ B" FLG. J�i°P /��� p h PC. R. ( 0 3 Y.FIL VE_ N - -- l z I ' f? 2 3 ( 0 ,oC°56n om �/� N — lV � — 0 i; al It al x V' Po✓EC7 IMPiZPVEMEI`1T5 { V N V L �' ` '<`X{gTITdU E� 0 �• PCB BROAl7N1aOR V1LLP�E T T � �' T`".": li �.:� k0' '>I SUPVE.Y 1,ApH�, 51 � � � Q• � PAcRK UN \T NO. 2 i /a"fl.C.A? Jf!/�i° //V� SLEEVE, Q # �" / / ro :a 3 5 E _>� V �i 0 W 7e l ., �o ✓c P�it y., 'r A m E,✓cASE EX /max /6 ~ Awc.P CO^'n /O/1 �ET��� ' O �2 2� 2 0 2 3p \ �1 g SLIP.VEY .� EwE TAIL W O l2 _— 1? LQ l Q 2 _MON LIME NT ® ?� r r M. Np A -5CAX E — FOR eX 1577 /MRROVEMENTS 0 Q Q SEE TM. NO. 2640 -5 r} -4•Z N it10UNTA /N N k Ng Q 9� N O f oo GAROENa qL E i of �i & \ J Im "x a" FL w x S" C.I. , FL . C� , . ree G. x A.G.P. SU (TYP ICAL) 2 m + �` MO TT / / j \ REdE EX /ST /NG G' �� O_� �� h l• I110" FLC- e.\v • .1 " AND ✓O //V EX /ST //VG P �p WIIIWEYVT 4) p // Al. j NIG TKUS T COLLAR /6 F[c,. �.V. EX15C. Igo" A.C.F 't7T. 1Co "A.C. P. I• ( — nom �J E F -I'i / A � J MOUiVTA/N V15 DRIVE 2e� g� do %��o� 0 �� ICp FLC�. x t►. n .'`:' FLG - Al7APTETi;� S Z Q.C.P. ADAPTEf�, 'PRIVATE CONTRAC rC E FOKTION CDLIPLINC� �- - -- -- - - - - -- - -- -- I v /TRUST ,�.CI�✓T1NC PIPE <; SHEET COUNTY OF SAN DIEGO C OF TRA [ 2 � \ >3loCK , 41 °✓.F. SHEETS [,, NgTF RLAN5 fG02 THE /MRROVEMENT OF I r-ONCFFErE ANCHFOK gLOS ALL 6TATIONIUC� (ZEFE�C`J CCi1 NECT10N DETf / 2 CURS OATA 54 /OATH MOUNTA /N V /57-- QR/VE � No 3GALE 4 NO. DELTA OR BEf1R /NG R L REMARK5 /VO. DELTA OR BEARGUG R L 7 COUNTY APPROVED CHANGES BENCH MARK Cpl -IVEN Hi N /\ \(IN1CIPA'L \�/AcTCR I� IS T�IGT ° � r E i r / /UGC ° J�'(o'.35"'E Qr' No . Description Appr vedby Date a l NG % 5G 35 4x6.7/ TYPE Ys CB. v DESCRIPTION: WELL MON. m PProval: R� mended for Q Approv �, ,7th STi�hID/�RD DRq \VING N °- �(, 2 NG°J °56'35 "E /O'J• /3' u 2 NG�J ° 56'J5 "E /53 -/3' G,5 �IIILT _ -_ -_ - - _ � \ - \ Z d = /4 ° /4'Z4" 732 /BL°�3' ff 3 d =/B ° 00'08" 700' 2/ % %4' //0.88' Y( n L -o- - - R.J. MAN y 54'24" 700' /45.47' 7.3.00 LOCATION: /NT EL C A M /NO REAL 4 EMC/N/TA5 A54VO. SUBDIVISION ENGINEER DIRECTOR OF AN � Q Engineer of work: Ch k d by: TI�7 /Q _W W F!F g 41$1tfM �� ( STA. 3 %tQ4 /3 L /NE 2 0/_ F '.'..0 24 I�+f' LAU � APProval dale: z RECORD FROM: 5AN ,01&UO CIXINTY 5URVEYOR5 PER NYC ELEVATION: ZOO - 721 DATUM: ti15L. 6 �/FL /N C .L. h'T1� i ll . C E. /Q$�4 /Z//3//97or' 'gG25' / z = W CL. FILE N0. •PERFECratacme PLATE A RODNEY STOKES CO. 400' u. c. 400' V.c. (MODIFIED) 229.27 o. 40,vc. 230 t� 4 m m N N O N N N N ° c N N N NLY. C8 {� V Z W �oo� m �a o07 J 220 o - �o 0 0 ^�� � N� 4. zt 111 �t0�1 mdp N\N N i 9 l�j p ct1 v) 6� N Q 4t 1p in + ^ ttl N � t\ r N ` 0 C� O N N � .� N 0 �� O 2/0 h o �' k3 o O N N N N ti 5.°JO /, N h l. b N. O 230 O Itl N N N 0.4-7 ' lo' 7 4Ne,( TION 7,,qna 10' TKAN5ITIOF 1 N N N b N SO ti_ LL in 200 6' EX /5T ¢° GRADE r � l9 4. /4 N e �� N h ,�� ICI 220 SEX /5T /O V �� Q 0 ti N I �, -� Wi �I �O+ p �mtio ELEI/AT /DNS PER PLAN a. ^ te .Al _ " A.C.P- N V 0 ° 0 1 04 'N 1 N `1 4�5 EXlSr /� l0 "VC. 2!O ,� r. M 29 40- s ^� o r «a 0 0 0 N /. se /o J �. _ — -_ZS P �� �� EX / 6 1, 1 d o • 200 5W157' /o '✓C. = c CIA = u! w „ 1' � FUEL W PROV=X E 5CAL E : = 40' hVR /Z . 24 2 3 22 2/ 20 /9 /B 17 /G /5 �y N W °'ru ro 0 ua S �' -9� SEE SHEET :D m „-� p VN OVIERL..AWP 1'=1k0 tqt Z . 0 0 h z w W . V � � � � S6 • fl 'ji J >� W r- o ,o /79 Z O E.v — N OW N ,�_ �- n S 3 2 / N W � .►\ o � �? x V Z to + Z u1 0 �� I <2 a`E' °�\ ��`�p Q� �' � v� N� ��� II m� __z C2 °s•SiE �• ��5� ^ 0 m0� \\ e) • II I dp y ° Ot6200 1�0 I a I Of62.0o 56 E' ° 5. 35 E SG N / > N O PC. R. I v �0 a0 r PC. R p Y1 p W ca Z � �� , � � W / I I � 51 ?) ire �c o) I— — — \ N Z —. y _ -. � �° � - G fr ... s.. I � � _ IoaVc. 2F '. ;..e �lJ W o SEE DETAIL ON 51-IEET 4 e L2 N�Q T� N r'RE,fij01/ - - --- - - -- -- - - - - -- N N Q S RSA 7, S S Fc/ / ^ ID R P O�/E U EXISTINGI Co" P KM Z O Q I FOR LAX /57." IMPMO✓EMEMT5 h 1 CT /p AND JOIN rX6T1NC-a FAVE�IEUT Q D F EE TM MO. 2840 -5 . V Z I 1 YI✓T. T`�PE C-5 GUAtzd V \ � �b Z 6 8 J Metmm TO t3E 1 f OOVE1� \ Q \ sTti \ Z G9 n iI \ 270 C/ Z — I " h zG5 NW .^ > z�2- I z , 3 z7� k� 27S z�� o y 15 DKAINPCIE CASE�1'LM I W g 4) z 1 5 F0FZt ANY FIELD I5 W:ECUN IN \�T P7 R �/i' 1 1°�ICLP�, >:t<c . 8 IZ �1 O Nz N '` b AREA THE CONTRACTOR Or, °,JUb- CONTr,GTOtiZ 5"(DULV MAKE EItLD \\ O O t S x I W I IM/E�TIGAT10N OF TI-IE5E. LINES AS STORM . 17EAIN 840 UNIT 3 T+II O + I � cry. t�rr� . No. 2s4o - 3 , eul�T I� PRIVATE CONTRACT � To LOCATIoN AND oEFTH. b I 1'Ti CI�'1CJP' \ NOTE' A e TS 5 T r DEPARTMENT OF TR ANSP OR TATION 2 t NOTE : MOUNTA/N �V157A OR /VE -- S "EETS FOR DRAINACaE w THE A1eeA ALL STATIONING RIFER PLAN5 FOR THE /NIPROVEME/VT OF TO STRFTS a Rw�l1(Yr'14 tJ 5EE CouNT / nWU. NO. Co114 MOUNTA /N V /STA DRIV&r K CURB OAT/ DATA J N NO. DELTA OR 3Ef{R/NG R L REMA1?/C5 / O. DE0A OR ,BEARIM; R L 1 2 COUNTY APPROVED CHANGES BENCH MARK I -1 / d = 17'51'14" B/6' 250./4' TYPE 'G "CB CG /. / D = /G °50' 24' 850' 24963' /25.82' N°'_ __ __ -- Dattnyhon ApR °d nY Dal. - - -- - - - - - \ m 2 NG°J °56'35 "E /4774' �' 2 NG°l °5('35 "E 10574' AS 13UIL_T �7 /egg — -- R. l P mm.nd.d to, approval. APVrov t0, l - DESCRIPTION: WELL MON. -- - Q Z � n SUBDIVISION ENGINEER F' DIRECTOR RAN SPQR TA TION h ° 3 NG°J'S6'35 "E 33/•/.5' n 3 NG°J 5G' 35E 'J7°>✓5 LOCATION: / N T. EL CAM / // N � O � D REAL 0EitVlN /TAS BILVD. / c o f.RSI^? 57A. 3°JtJ4/3 L /NE 20/ Engina°rofwd/k' Ch ke by —__ W = .,.- RECORD FROM: a4N D /EGO CO( /NrY ` JRI/EYORS PER MR a u , aCa- ' r. M. N AP = W ELEVATION: 220 -/ DATUM: Af5L UGHPL /N G.L. R C. E. /4394 �`�•' Y " 1 Approval date. W d. FILE N0. "PERFECT"anonu PLATE A RODNEY STOKES CO. , O W Li a �O 0 O O p `l^ e 0 �cQ 240 / ' A. C P\ 8`AL \ v m E�( I6TING-I I MPir0VE2 AENT� - NOi A PART OF Twe;o PRO.11`LT — � — � bJ U y W, � U 240 � eX 157. B VC D `) NZ OA. C P + O� �I I ' d'l/C. / 230 1.47 _ mv n 3B.1 l' 3ro,E 0' 40'V.C. (r1 O y j YN W (�%O0 y I 2 C L . � I�a (PJ_= 245.40 J 0 o E.Y /ST GROUND - 2ci�fl ��? Zc�oD :IN U g N N N" V n. c BO' VC. 1 �? W -� �Q �- N (PI = 23B 30) Ci N C 220 250 N o h o ,� o v ro ° o e N N 220 33.25 L.F. 1 2000 d .. a0 O 0 40.50 _ A- EXl57- ¢� GRADE O t� O O PER T Ad . 3449 -¢ l(l `I p ei 1 11 N O 0 0 � m J6"A.C. P. I F _�_ No �0 240 CL. 17 , I 240 �� e B "V. C. B A C.P _ TO P_ O_` EX /S T /NG / 2'' A. C. P v 31 N O O 2000 f EXIST /IVG S" ZCFT - - -- ( EX /STING PE. T.M. 34 - EZ 3G"RC.P Z ___— — — = '✓TA. O+Cc0.362 X /5 L00% 230 m OR 700 - 3G "C. /.PP Q — — 230 2 _ I Ijt U� Ll) 2700 -0 REMO!/E SEAL AND ✓O /N J L - -? , 8 1�vN O v� ►tV O 16 R.c.P N ° io 2c� V� 134.I� L.F- 36 "RCP. N Ou N +- —� ti �� lMPROVEM6NT.3 PER 7.. M• 3 4-49 -4 /350 - D 31° 38 L.F 36 "RCP MOUN VI ST A D RIVE TO STA. 4 +51.13 N Q xN 31672.. I EX 157 %N O /350 -D XriT. 8 , ti E way ca: TOP OF CURB 36o "RL.e 2 60.61 8 L. F 3(o "RC.P. 30" Rc.P. Nt I 40 240 o 240 N� N� n N N7& a mV dl Q r 1 t\ 141.1 N X PROS /L E' N N m 1 11 t� S1 7&Q m l y�, I I" ft 4Ug1 r m c � n POR. 40' V.C. P 40 A /Z. N k\3 N� N �I I '-s m� wLy CB. SCALE: p_ r Ithllr NONE lO 9 8 7 6 /- eviler 5 4 3 2 / a ro l %� 4/ /6 N 0 230 NOlE �E{yE/� Flit //O tyFljE/� /it9/�/�OVEME/VTS CLEFIR EX /Sj /NCB' 1 jM 3598 1 VALLEY RpF7/0 MOTE SEE 7 F/CfIL EC7 < I � Flag W//-7 0,0" CAMS71' UCPllM- Q S6 'I _ ho" 4WRI-)ZA/00"7LE Rl7y*/O IS MCAT /d /M/'ROVEIO, A4USJ" RWYE 28' W //�E ��� J �� X. W I i \ /rh' �7C. //(E Oil Ef7ST .4 //aE'. V11_1 AGE CENTS 35- DER ;r,14. EA5EM`EYAT TO sc to h - I I I. to x ��, 5 P'c.F.cr� 0 ��� 0 o s h - v t ll ��` A FT 1M �e -A. c Er�sr. fz /w '► p I \ . 'k it / PER ZW 3449 -4 Aso 9� � O I l9 N s N ' p I SEE vE �`NO O Q T s I W o � � _ / � \ — � OSE/� - s / h � 3 00 \� \\ � I I 2s0 ,� c v C, �q� I / /PM OVEM 5 �o \ X7 /5T 12 A ry - 4 p � J � / ONO) �� I N JOIN �01N E 133 U t UNgq e ��A. �j ��` 0 6Aj , �wj 5 ° > Q 8 V /2 0• \ , . - e ( 00 � 2/L MI � P _ G J � g TP a p o EX /5T. 36 "RCP. - � 6 \ _- °ER P3 QQ 97 7/ t i� uU r I W N rn 2 sr \ O N n 1 U 6 /+r► 'I`/S 0 In � + + 0 m Q S' I� � Q U 01 00 OCF cps II 0 t- +� 1fl 4 10 _�� Q �zW a V� S P�Iv� ? � GA ROA h `� 1 1 ' o O. // 57'0fZM O/?A/IV 10A EASEMENTS TO S D. c)c7 c D. V OELTA OR BEAR /NO R L REMARKS y I PR IVATE CONTRACT V (, -- - CURB /'DATA ¢` OATH ( TJ 2 CO ° 2 0 )'30 "W 'bi°J?g' 3cd' R.C. V COUNTY OF SAN DIEGO eo 2 = 1?)* ZCo'27" 5(05 134.1°x' 3G 1�•C.1? � L EPARTMENT OF TR ANSPO RT ATION 1 SHEET //O DELTA OR BEAR /NO R L RENIARK5 NO. DELTA OR BEAR /NG R L REMARIIS - _ 3 MOTE: — - / d 30' 4515' TYPE 'G "CBSGvT I /V 2° 03' / 7" bV 266.53 4 ALL 57ATMIW_4 REFEP5 PLA/V5 FOR THE 11W)c'R0VE1)lEN7' O� r - N 2 N w 206./7' / 2 a= 23° -360.3" 300.00 123.31 5 TO � 6TRtr_f5 40ARDEN,QA1.E ROAD 3 Q @; qqe Grp" 290' I/ , 9.42' / 3 4= 0° 6 /0" 300.00 4.64 T= 2.32 G AA/D STORM D/4AW , N 4 N G ° ZV '30 "W 374.°Xe' /� 4 /V 2ro ° 29'.90 N/ 3 80•J 7 COUNTY APPROVED CHANGES BENCH MARK 1 5 570' GB.GO' li S D e 3 ° 40 , 01" 56 35.20 T= /7. 60' 9 I r o NO Description A __ -___ _- -_ I W a ./� /yc _ pprovedby Date DESCRIPTION WE MO/ - -- __J ,d 470 CI.1 - 1-.42 tMrA r/C 7 --- Jd for apgro.ar IO ,oEt�TE 36 ".P.CP. �R /PRAP �w .F. 1p oo C Approve � Z AS WIL 'J 16' Pl LOCATION I /N/. EL CAM //_REA �E /WIN /TAS �.VO SUBDIVISION ENG NEER DIR ECTOR O NSPORT: TION v� 2 — I Y✓ STA 397&44./3 LINE 20/ a ° I i� ''!�(� $ I ` 1 . Engimpr of ork: Cn. ke by: W S, �ct.IayY�w. RECORD FROM: SAN Q/ECO CO�/NrY 91/Rl/��'b A/� 8 � T. M. No. ELEVATION: 220.79/ ,y�gL . t>�L A LrCN F 3 F, 25 -1 DATUM: .L. 0 R. C. E. M. /2�1//y7� W CL_ FILE NO. 'PERFECriesimu I PLATE A RODNEY STOKES CO. 45 36' POR. � 8 C.a. RET. GD'vc. ' W � AQ, � 2 70 �' 414 d /4 14 Cj N J \ W V 250 U) Ci 1 0 0 N + n h v oP OF cuRf3 O 0 pp NZY CB. h �, m oo c� o �N �� �� �. s �m AY. C8. NC9� C9 p o�m�m v0 �� �x �x �� �� � A t �� yy ZGO N r O()0 " ) Nt9 N� N oS 240 N 41 w �� 300'V.0 26 . v 60 ' V. C. r- 300 vc. RI = 245.00 0. 37 \9 270 !� N P/ = 23/°J5' �I N / + N V 0 y V \ �� 250 g cQ Ip r NATURAL GROUND >\ O I— NO N o m0 b �� —� �� m alp 0 0 ° �i2a �0 NN��10Q� �� 6 'C /a — Op ��-- �p \ d N�O�� 1: C> dl \ 6� y y y, ti S J ¢` GRADE n O o C9 C1 a a ► t\ N O NON Vy 1 O� Q Nm �x C9 m� NN �0 V 6l 0 �hq�a1 m 0 a0ma�� n1 �C9 N^ Nn\ NN NaO�� mx � ONp NO ° NATURAL �� HI V Nfll 1(1 ► t�N 0 O TO V���Op�O nCi m - N� NtQ ll� O \ 48„ N al C9 C9 TO vj + N 48" \ N 240 260 N covee N GROUND +� Q p \ kl WA exr. d \ �1 ToP coN IS" K.G.P llj 8" A NU --- 6) Q N A'r � B vC.P. AT C�.�INCa N V N <vy ( B O 8Or o of STORM DRAIN �i N 8 °A�•P p N TOP OF CURB �W 227.10 200 h v 0 a0 N m 66je �� 0 m� my m0 NQ o �p ap 240 1 C9 O tt1 d\ Ci X �✓C'sE�IItNT N a C6 J V S y y SLY. CO. NN N N �` ��� NV n � o >\ � �� 61� Nn N N N N� 3LY. Co. oW ap 0 N N� ^0� m� N� 050 4 J1 � N�� Y Nm Nm Naa O N O N ZgU.C77 L.F. 18 "A C.P CL.�I ; 21Y�0 P N N S� �l Kl 230 o o PROS /L E' to C,5. RET. 60' VC. N 8' VERT. 233.00' G.F. /B'A.C.P. CL. III N 2 6.00' /30.37' 0 / 2000 -0 2 1 3 4 5 6 7 8 9 SS 5EWEfz DATA >2' �pE 13 2 CURB /DATA 51 /O � t SET �FlN ND. DELTA N46'O BEARING /T L REMARKS Np N0 DELTA O . R BEAR /NG R L. REMARKS I S LET ( S �' � l 4 = B6° 37'40" 30' 45.36' TYPE 'G'CB¢ 40 N46'00'00 "W / / /00' 8"VC.P O `O''E Q 2 4 =86 37'40 30' " �� a EE 3 N4C "0q "W 6.797 GO �f 4 N4G OJ'00 W Col, 7 x ' NB3 ° 28'40 "W Co5,14' ° � I � , °J'00 "W CoZ.Od If �'O ' �` 0\ S 4 K 1'S° K°'44" W S40' 14-4-00' CJ I.F' 6 I N46 °00'00 W Co2.0o' a • 7 4 = 24 26 4/ 560 236.J2 r Cs m 0 �o STORM ORA //V .DATA � << Tp NO- DELTA OR BEAR /M; R L REMAITK5 �y B G = 137 520' 338.78' u V x Q �� l{�Q� N46°O°J'00 "W 233.GY>' /6 "A.CP \ /O NB3° '40 "W 560 34 .5 't ��4/ /,• /(% // N � 2 I!ox� °ClII" 525' 145. p n m // N63 28'40 "W 270.50 u 141 �� /q'7 / �Q 72 SO'04" W lOO' 7CO.17 n � �Er I , ° A R � /6� 10 0 35'53" E Of00 uNE� t��AD 0. ,,, x G V !U \' "� ± 11 Z /DATA /6106.44 / / ti Q n v wc! o WANDER /NG ROAD Q �=' , ., �� �W DELTA Of? BEAR /NG R L T 0 N r c v � k; �.� _a, ., Z- y � � . � nI �. o_ rn .o o, � �'" � N46 0'00 w / 60.00 40 Cs ° '� 8,. o o 70 lA = n , - - D� 2 N46 0 , V'00 " W /06.00 i a• v lti N �O t`9 ➢r o + = 3 4 =20 °06'40" 540' 274.37 /40.2/ 4 4 = B °/3 54o' 7744' 3870' 5 NB3 °28'40 I 1 27V.50' 1 / : A r`S 9 Sp 2 x ° Z �• r• �I: r Z� Z cv 0 WATEFZ OATA y 0� F�' 0 /s. / ,p _ - �, �O e ND. .DELTA OR BEARING R L REMARKS �\} A.c�_ / N46 OJ 00 W /55.06 8 A.C c� 2 N4C O°J DD W /0/00 \ A,k h 0¢ �X Q /� ll ,�? o c�po 32 � 50 3 _ 550 280.45' /ei FH. s B f 1 � 40 `►� $ r� 4 6 = 7 550' 68.E 7 u ILA I o N� X2 P> = S N83 °28'40 "W 27°J.50' u r 11 411 0 2 -- NNI (N O FF T Op �2 1 �; ` /d' / p PRIVATE CONTRACT Q Sn Lq F 2� f 30 3/ 3? ? S6' 0 SHEET N �9m COUNTY OF SAN DIEGO 3Fil." :D \ ti /� 1 Q fE SH EE T OF TR ANSPORTATI ON S ALL � [ [ _2D D STATIONtNC -� fZE�EfYv _ _— - h w v ��JGR4 -p`N - To STREerS PLANS FGYY THE IMPROVEMENT OP AI� 95 18 PC. NINA SLI N 'RO A D S SE - Wei , No KAM5UNq KOAO N G �N COUNTY APPROVED CHANGES BENCHMARK No. Description ADP d by Date - 1W040IF /EO S /OEWALK RAMP G -8 - _ DESCRIPTION WELL MOW Rec mmended for approval: Approv -- — - - - t _ �2 SCALE / "= 20' LOCATION: /NT EL CAM /NO REAL a EitK` /N /TA BLVD. SUBDIVISION ENGINEER DIRE CTOR O T ANSPO RT ATION N C=) STA. 3°! t44./3 LJNE 20� Engineer of work: Ch ked nY - RECORD FROM: 5 " 0/& COUNTY5C/f?1EYQR$ E)T h T 8 17- r�CLi W Z ELEVATION: 200.7 A - A447 " TM No. z = LAJ Appl OVal date: — D ATUM: "54, —, C.L. R.0 E. 1459 /2 J� /97f 3 � 0 = Z W CA- FILE N0. •PERFECT'PROnL[ 1 PLATE A RODNEY STOKES CO. I i CB. RET @Wm O W ao vi 240 16N Nm J m 14 414 4/4 I s ,�� oQro n N mm 240 � tai N 61 V 0 0 �` E'LY. Co. mx N o TOP OFCURi3 300 VC. N O N 't N N C9 N ,It) N � O y ,m N y't11 N N ELY CB. I c��N X00 Np Q I ^ 24 t�np q ��O 2�0 5.00 N\�� Na t\� �S �g N 00 j, N \N� N I .� t9 U C9 N m � \� NAN -s. N� ti I v� 230 30' V.C. m m p n m N Pl 22/.0,0 I.2�2.18 240 N�N� c �� �� utim "'j �"� 240 + tQ N a �` o ►. �U + N + C p � Q o Q om 030 ��F� N\ \NONE NX N ► ^Q C9'� c9v NN • �� 0O �$ 0 V ' �d N� N � A, � N� N N«NK1N�Nd1 Nnl N �1 N� 230 I � V \ ((G? 8 V.C_p 6P. ` " Q 1 A.C. �` 9 X099 P B ,. A G INS _ - 46 CQVE'2 - �� L.P 240 8 "V.CP. O.6% COVcQE7EENc4i� r 0 240 U Zlll NATURAL G/ 04/A/O WLY. C3. cp �`� o v c @ � 4.c.P ., - — - WLY. Co. ! m m m 273.27 N ,C 54" fz.C.P �2y, N ^ N 61 m �I � aSf �— N � N 230 o N 230 t7� Opp LR m�4 O NO �o N �} pp _ cq ap a 6 o hN O � • �d> ^', CF N�mWNQ cv m N m v 10 ti :• x I x t\ Q N N\ N� NN NN NNN�Il9N Nm NKl Nm N\ N S N N Nei tip fA � I N N N N \ 61 4 6 10 , 414 Q� • PROF /L E �I� N � Ib� , 40 HOfZ /Z . N I N INN 47/2 5CA LE : / "= 6'VER7 �ti C5. RET to k 8 9 /O // /2 a /3 14 /5 CURB IOATA N NO 05L7A OT BEEARdVG R L REMAfZH5 SEE S'yEET 300' le77C' 2 4 = 2B 1533 280' 13810' TYPE'Y "CG. SC��F J SEE SyEE 9 A/ Q� /0 Z \ V SEE SHEET M0. 4 BONN P ���,�� MOU/V Tfi //V V/5TA ORIVe 4 N20 °03'25 "W 54.55' n � 5 N20 "W 6 /V20 °03'25 "K °Xo.lCv' n 7 d = %O °00'00" 30' 47/2' r N 9' 5' 1 (1�i 84' 8 d = %O °00'00" 30' 47/ n W ' I Z S AJ' 32' 32' /0' OX 9 N 20 03 25" W 10 0 = 2s° ' 4 2SO' 1� .a3' T N ,C.� p ? s N ►, ' /� `/�` w 8 E 5 N P 0 !0 o t<1 O ►. 1n I U. N .vr a` a✓/27 � NN x _ Z 5TR7 fT NAME R SIGN ►. p l N I I'L o W W elf %3.2�J ►.0 � /OATH <G �� �` �y�.9s of N_ r N O I I IIV� n P. C.R. I 7 . a, W ON 51 I�ET 41 L A/0 DELTA OR BEARING R L T 11�F� �p \ 4 \ O '� �9 p P / d = 3/ °53'/5" 300' /6'49.15 8570' Sb(, xF8 a N I 15t40.cc5 - 2 d = 3/ °32'00" 300' /65 // 84.70' - / 10 +33.29 ►vO TAIN \/1 ✓TA �c, 3 N 3 20 °0'25 "W 1 .1778 � ' �T�C" ` \ p bRNE 4 N20° 03'25 "W /438' ' ' / t j_ /5t 276°50 = N20 °03'25 "W /86./5' kj \ t I MOU1/T, I \ .OR/VE i , .. I `� IO•# Z7 V� 0 '%111 , STOP SIGN ' Mh NO. /7 , V J x /0t1J U vl WO ? e� 4 y3�s b 10 o a 0Z V) w IQ Z L4 EPgE FIELD LANE ««a 0 SEE SHEET NO. 20 FG1P STO.P,N G:�P.LYN Np�, � x 0 - I 7 SEE 5NEE6 No. /8 FQQ 6ew6R 6 Wwev �I r I ALL STATIOI`IINC-4 K�I- f� 0. TO � 5T>;�T5 PRIVATE CONTRACT Q s� �.. «. p�z X 28 ov N EET KAM 5LI NEA ROAD - -- -- _ - - SHEET _ - - -- - - -- - - a COUNTY OF SAN DIEGO � 20 � 0 F'RECISIQ�? '9 y !� ' Jul a;�c, �Sh�� � 1 B E� 5 b [ D EPARTMENT OF TR ANSPORTATI ON J 0 ti "9> PL AN5 FOR THE /MPR01/EMENT OF sF L C r s \ ' �' � 5L1NG1 'IKOAO I� a WATEfZ DATA ?oa c � F NO. OELTA OR .BEAR /M^s R L REMAI?K:5 COUNTY APPROVED CHANGES BENCH MARK No. Deuript Appr ved by Date _ _ -__ -_ _ W / d = 24° 3°.!'56" 2 /2484' VAC-f -(PV PIPE LENC4T115 SEWER OATH WELL MOH. _- 2 /1/ 7B° IO' /4 "E A.G.P. 2A.30' 8" : R« mmended fora 2C 30 °36'33" ME AS ' —MILT DESCRIPTION — — Proval'. APProve ac 3 d = 4° /9' 07" 3/O' 23. 37 ' S 'AG.P. - Cc %s' PIPE Lrr -� -1 NO. DELTA AR BEAR /NG R L RE.bJARKS 2 f l g 8 _ _ � M �� 4 d = 3/O' /6 56/' S "A.C.P. -Co' /i PIPE LCNG7 F15 / d = 3C °55'57" 30U' /6/ %6' 8 " VG P. LOCATION: L� /NT EL CAM /NO REAL �ENC /N /TA ,BILVO SUBDIVISION ENGINEER DIR ECTOR OF SPORT C-00) O STA. OV t44./3 LINE 20 / EnginNr o1 wwN: cn }ed b — -- — W = N20 03 25 "W /2L/6' 8" A.cP. 2 d = 32 ° 20'/6" 300' /70.// ' RECDRDFRDM e � -- :SANO /EGO CGY/NTS�SURI�YCJY�SPL�R a,- L++ TM. No. Z ELEVATION: 22O.7°.50/ DATUM:��_ LAGGHF / /78 A 497 OZ 22 aa pproval date: FILE N0` W a Via".•••. 'PERFECT'pnoms PLATE A RODNEY STOKES CO. 47/2' M(70. 44. 626 , . MOD VC. 04 44' 220 TOP OF x N 3.62 z j dap N N aD m p �O ��� vin CuRa Nm _ v Wnmam 240 i�� Nm �atVt N ± WiN N NN N b N nl N N N �, W'L.Y C,e. UN se cs � � 2. ' gym ^ m N L K A � 0 Nom N $ s n WLY. co. a S O O p x w V A400. VC. CF O 1 N N N ON�N N N NO 2.2� 1 O° J 376/ U NQ v m� NN ^N �` = TfzAtL5lT1oN j ; m d , N tt1 N 2 /O 230 iI 1 cs m2° 4o vc. � � , ? Q 8 N V O w , `�' m 1 0 �! h ro N �q 766 0 -cv �y V N Q C9 p m4 On O� N N� N� NN Obi �/ �► �� O n N� /go V.c. � f� Io' TKAN51710N Ci n h O \ >\ 220 O . p Q N S, �} GRR DE N C} t oTy PI. =228 70 J �1 S -, �9 <y U 240 +_ + NJ� O In y�� O �pBF` �� ?2os5 41 �� 6Cf K1 y ll C► 2�. y R N b ' 0 m tr O .a EX /5T. O a IQ + N ? N N N N 2,Q Z_ 9: ' 120' V,c. V ct1 �y -K VIN c0 N'0 N et u J F NATURAL GROLWO n M ►. O v PAVMT� y N� ere B P, 1. =22I.GO j� N PR/V. l5 PVC N 0 N O N O p "CO ✓E'Q E rev � �p A.cl? B " ,I V _z / cp n . l5) M1 N 61 m N � 75°J9e �� L G V n % ^ N n 8 A: .PJ 210 8 °A.c, i � I 2/O t ' casr�r � q �' N m N N N Q � 2 eXls P.7 .P - -S ��' ,° ill V O w ks'N N C9 ,° CO c eo e� 2 /O N 4G ° /e _ AGP. IQ m tll mt9 h n N N N y 509 f�i 5 ' • 7 1.6 A1C 8'VLQ 21°J.20' B "KC. C 1.45 % III n p 1p 0 �p 61 N 114. N m ►, �N N °J BuVC ��: S; �� OaN N I,, NN N� CaveTE1� Zo ,/ or z 3 , J .. e y , u ^ �'' N " N �t TES 240 j 40.09'- 19 "AC 200 J � -toP 220 11,z LL o N 3 V• j W/l 8 A.c.e on � LL . TOP OF CURB 7-01a `i ° 6� N P. - f� _ (s 2. 87 _� 1-77.5 t� 3 O•.4% � N ¢.2t9: �,p. /yo D ELY. C8. I (� _ r I 2/0 z 270.°,5' B 2.879'° �N�� ca 2 - N ,m 230 20000 r � h �F L.E V ui N �} C9 n a W. Q m m lliN DRAIN AT 1 + 4350 N N N N m LL N s `x ALA' volzlz_ t„ = 8 o b x ^ N N O m N H'LL S V N h nmhN N N O[ ON C71/ERLAN D 1ZOAD �" N o o g - n- N a N^ O nl N ~ a �Ao V O N N N V N d /4 Q /4 L 1f1 I � x ci N N �4 �4 N A / > Q J �? ul Gl N �} b , h w N Lc W `Y O /. � �/ ao N H N Cj I� �1 N y N N u1 C9 44 • Co81 �U) \9 N N N °? �9 O ^ O �j � 1q N b N h n ca i?ETLIiZN NNN C.B. RET. N h 40 V.G. 324.32' Lf. /S "A c. ,,,:, CL. Ill ' 2000 r) '� 370.55' L. F /B "A.C.A CL. 111 2000 D O / t' I.' 212 Coo 2 3 4 5 6 7 8 SEWER DATA . { 5EE 5 /VO. /4 .� N o I� Q �P F CLEA.RWATER PLACE G t NO. .OELTA OR .BEAR /MG R L REMA/TK5 N 20 °08'25 "W 1°.13.(04' V.CP. O� h�� \ u &1 /U 5CALE / N20 °03'25'W 41.11' n SE �� N 10 w �� !} V LL: l d ? d = 34 ° 00'43" 300' 179"09' 1, X ��0 2 0. D` / \ N� 22 (� d =/3 °25'42" 300' 703/' n ( �0. +1 V1 Na "V-27 3'00 "E 200. (04' /l i RI Z i d r 2 ,,�� .S 6 Al 27° 23' 00 "E" 3 I yak �� yV X30 p� FF 300' 66.2/' e �- tiF N/4 °44'20"£ 7 /oiQO „ O� Sa 1 2 . % 4� 3 F ZIA A?, ���v �� zCF Mg4 Frio I j 3 \� � o m �'b� P / 1 s I X �°�P�.R• a E ` 6 t ,. � Q• � / •,� °'•� tpP SIGH ' 4 Elf aJ .I ` LO� �p� 95EA�ENT I mN , � �l CPT \ << 2oJ %5 } ALL Q Q Q m • h h _ tr r' ST + � 1 (j Q V �� / STATIONNGI F�EFERS Zo i h \ o � o TO � Sr � - T N Sm� ^ p � /� i R�rs zw f.4 N 6 1 h � v 3� - ; 457 750 10 R e s� ''• �j3 9� pc�, R� �� 0 Q - o� � r �O `0 � FO R 0 fi e& -' "SE� /_ 8 fV / 36 = STO/?M DRA //V DATA ems' �a� V' ' 5 t 37 `r �(! f � N� NO. LIELTA GvT .LEAK //�G R L REMARKS lc' �/ / i t� I I I /79 rG 5 6 6 E j T / A = 1°> ° z7' 33° 50' 1Ca.°.l8' l8 AC.P. / ,�, TD�S / CUf?B DATA o� p ti �- ��� \ 3/O' i' ` i 5 E SN 2 N 20 °03' 25 " W 26.39' a l9/ / 61 C9 5' I y� O G �i $ GJ� r7.3Z' II AV D T O BF /NG EL A R AR R L REMARffS q �LE / �0 °00'00" 47/2 T 4200' �' ' yPE'c "ce acv. a �Z \� s U 30 °4','3a' >= I�z27' /a "A.cP BREEZE 6 = 2 N 20'03'26 W /(/O. /7 X Ci I 0 3 N20 °03'25 "W 98.7.E ' ` 7 N 8° l3'45 "E eeAl , PRIVATE CONTRACT 4 N20 "W 94.00' ll a \ \ B W 5 d = 24 °23'37" 3/6' /35.39' n � �� °� _ - 6 d = 47 ° 26'25" 2B2' 233.4°J' rl �Q \ / O SH DEPARTMENT OF TR 7 d 7°07'//" 3 / TA �� TS O I = B' 3952' n O y E. \L.r/N O ROAV _ B . N 27 °23'00 "E /5/.64 ; a WATER /JATA PLANS FOR THE /MPROVE EN F h 9 N27 °23'00 "E /7964 a ,OA-rA p M T O /O d = 12 3/6' 69.50" u /JO. DELTA OR BEAft/NG R L REMARKS ©\/ERLJs%lND ROAD t a� d = 6 262' So. //' 1, N0. DELTA OR BEAR/NG R L T / N 20 °03'25 "W /9/ 07 B "A.C.P G JrORM d�A�NC.7 I\ QI /2 /V/4 1 , 44 , 90 0 5 52°b' / N 20 03'25 'W /7675' 2 , 13 N/4 ° 44'20 "E 52.°06' u 2 NZO'03 2 W 23.25' 3 N20 °03'25 "W 66.68' COUNTY APPROVED CHANGES BENCH MARK 4 d = 85°20'0/" 30' 44.(08' „ 3 N2.0'03'25 "W 34.75' 4 d = 32 °04'O� 2%O' /6232' 8"A.e.P (Dh.' PIPE awzTj 4 N ° - -- - -- Description Ap ee b Date - - -- -- - - __ -- - ____ -- w 5 D = 85'20'0/" 30' 44 -68' u 4 d = 33 300' /73.09' DESCRIPTION: WELL /WO -- - - - - -- -- RKO m°ndW ror approval: A - - - - Q 1 /� y� 6903 5 d =/5 °22 /6 2°JD 7700 >3 "AL.P. - Coh PIPE LENGZN`� A5 f'>LIILT �Z f(S �, - , - pp' °° z \, 110 Q - 90°00 47 5 G =/4 ° 2300" 300' 75./i' 3785' r° /v 27 °23'00 "E /90.(,a' 8 "A.G.P. LocnTioN: �` /NT EL CAM /NO RE/1L EA/L^ /N /TA5 BLVO. SUBDIVISION ENGINEER DIRECTO A Sppq*g TION • 6 N27 03'00 L� /95.64 7 N27 °23'00 "E 2096' zt ADD PR /VATE STORMORAIN 3_22 �^ - - __ r o 7 N27 23'00 "E /5.36' 8 d = /2 40" 3/O' 68.4/' 8"AG.P (22Ve PIPE LEWV4A, STA. 39 t44 ✓3 [ /NE y / Engineer of work: Check by -� - -- W Z B d 38'40" 300' 662/' 33.24' °� N/4 °44'20 "f 9/.09' 8" A.G.P RECDRD £ROM: SAN 01e,90 COUNTY SURVEYORS Fi°fZ a 8 /z�i'�a� T-M. No. 16&1 �k+ DATUM: ti15L _. ELEVATION: 220.7°0 / G /N Approval date: 54G / R. C. E Z = C.L. . /4594 /2 //•///97� i -7 W d FILE N0. i I I •PERFECT'tano°,us PLATE A RODNEY STOKES CO. I i j U EX 157 TOP OF CURB j si0 Nh 0 0 %N h h viX �� N N m m o p cQ o o �4. N N N h ah O m h g N o m N �- N v� m� tq p Ci O C9 N ` N N c5 m lV O ^ io\- O S N x 260 200' V.0 150' VC. /00' VC. o 1: = �9 Rl (2670/) PI = (263.00) WLY CB' 200 vc. a v Pr. = (2co.e0) v N O r\ O O > > EX /5T GRADE(1 V 1l! 250 cps �(1Q s0 N �O �OCyN �0 0 �O�o�\ 4) 6 � V 00 g I y.� p mp ��' Nd O� ��� O� �� � N .n 00 OO C9Q �� Cf F O N N N , NmN� N� N� Nm N� ► g m O CC�� `� p O �� �}Y C9 C / N /00 / N �1 v v H In tt1 p Ol p r4 n1 C�-. W 0 c4 O tt1 a► cs N / R ���90 � � �$ Nv1 y^ �0 `� � 1� IN ti M.A.R. N N ► � N a U �ll N •mpg o � cs� N� 4f S "COVED Nh N� �� ��� vx sX �� �� �� N� a - -�-- -� TO �� �� N � N C9NC9 NC9 IN, \ C9 \ /zoo / CpV � EQ • 260 N 00 j I! pa/ ° A.C.P• i SEE MOTE 1 5E E 8 NOTE 2 It EX15r �� BELOW �N EWER T� 5tLc \O 62 ,s W 250 8 y ExlhT B z ' CAUTION ILI a� x 4 lQ j Li �j U TOP OF CURB W i� \ N d 61 ^O x a N \ m h to C> U Q C9 O V3 / U y Q9 V N \ N N\ N N SO4 N 260oN PRO/= /L e ,Ezy CO. SCALE /.._ 8'VERT. 250 // /2 /3 /4 /5 /6 17 18 19 20 NOTE 1 CLEAR EX/ST/IVG .90" /-/, GAS 0 6) L INE SY /. O' N1 /N. S(Z, F- -9 41'07-,6: W / J?YE F /R-57- 4/W /r DeVELOR- -D, jHE 1M1'80VEMEA7- OFT//E SO41 �w <� OWE nF MgWDER /A /G IF(9A7 J Fi VA-f rHE /1705 A CORAIeR OF ThE /°lTOPOSE/� /PROJECT /7 THE E/l'/J OF�E EX /Sj/iV 19CWER / w WI /s 140 �/ z a, OF 7,1E RO.D TO A? wi/Olh' OF 4I FEEj IY /TH /FC.C. CU d TT a ; t F!M/0 S //)EY{/�7L/f� SOE FlN/0 Fl. C. /�flV //1/� OYER APPROYEI) 'a"7se It//TN 7hE f SOUTh' .S //.JE Cd Pn FEET ->F Lt L` �` Flit/ Q C. /01A'& O� SHA �- N pt' THE �'(S//i iH @ 8 FEET Fj9OM �. /N O ,IHE EYEiI� - IyE .YOi9lh' N dC �l COIJTKACT u�_ / OME -,WWF 0, WWQAD6R/n/ T T O / �`� e/) QQ r;r 176W J 7D-69CEN H/5 P1?0 rice �MP�ovLl P q R OfvELOPEME/V RE w ? / T• rl*R OYEIO WITH 08 FEET 0, - 7c Y F�I/,1 /C, RR /O, jYl COMPLETED IN TH ARE �o_ p / i / THE f /L /n/C OF THE F /r9Sl F /n /AL MAr� _ �• Z II �V 3 / CO4PLETE THE 17 cK/D To Fl FL/L.LY /1WIly0YE/7 O /Y //7 // F GO FEET ,� O a eW��Q r � ` &Y W P.C.C. CUR/3, GUTTER sioEyl'F7LX, 40 FEE�0,0 w l / J � / OVel? A1 iWOVZFO /3flSE. CID Uz -lq q. C0 C T /ON y i1 v v i j / / J m \IPZIWOVE CAP AND 3Z 0WOFF A 2 TATIONINCq REFER'S AND ✓O //V EX /ST//VG 8' A.C. P IS � STF AT STAT /ON IBS 62..3/ TITS C _ 411% 5 �'� - PRO,�t7 D EDGE OF P,4vEMENT NOTE 2 ,, f1 G N c r P 5 O 3 of 5 z z� CAUTION --• CONTRACTOR TO !IZR FY EelST //VG a E C / 99v M O f gg.6 L t , 1 1+ 8 UT /L /TIES ELEV,4T /O/V, WATER L //`/E TO 6� v I I I II I (`, BE CONSTRUCTED /.O QELOW ALL EX/ST- ti 'E,p '-101A1 E 42 0 4� I /0 � I /NG UT /L /T /ES AIVO ZK1,5T/nIG STORM E' 1- TANG n• \ 44 45 46 '47 I 160' Z DRAIN r PRIVATE CONTRACT Q � COUNTY OF SAN DIEGO ( 20 /O D EPARTMENT OF TR ANSPORTAT La SHEET I 1 _SHEETS O O. 7 PL AN5 FOR THE /M/°ROl/EMENT OF W�4N�OER /NG ROAD 1�1•: " - o s�E SHEEr N WA/VOEMNG ROAD ti CURB DATA it CA TA WATER DATA COUNTY APPROVED CHANGES BENCH MARK No. Description Appr ved by Date--- - - - - -. DELTA OR BEARING R L REMARKS M7 ,DELTA OR BEAR /NG R L 7' NO. DELTA OR BEAR /NG R L REMARKS — — DESCRIPTION: WELL MO�V - - - _ Q _ -_ -- (� /57.4/' TY/T l;'CB. eGUT. / Al 69 160-GI / NG °55' 17" E /50.C/' A �111LT 7 /$ $ - —. RK mmendM for >yproval: I Approve 2 d * L'2 °4/' 57" 820'' 324.616' # 2 D = 26 °04 /7" BOO' 36403 /66-0? 2 d = 25 ° 2/'50" BID' 358.57' i� LOCATION: 4 /NT. EL CAM /NO REAL E )EV-VO. sueorvtsioN ENCiNEER oiRe cTOd of ANSPORTanoN N 3 6= /4 ° 54'/J" 820' 2/3.32' // 3 d = /B ° /6'3�" BOO' 255.20' /26.6v' 3 d /B °5 , 9'06" B /O' 2498aly n 5TA. .0 L /E /A 2 0 - — o —�_ Enyinea of work: by Checke - -- W RECORD FROM: z 1 5AM 01EGO COUNTYJURI�E 5 PER M � B ZZ 78 �ZA. T.M. No. z W i ELEVATION: 200.7V/ LA C/Gh'FL / N 6 Approva l date: � -.. DATUM, /4S>�¢ � � O FILE N0. 'PERFECrwronLE PLATE A RODNEY STOKES CO. 47 M-2p' Ge. ET KNUCKLE Sj /4 A14 d14 V 260 �} � N CB. REi' �N lD N x N TOP Of Cd/4B NLY. CO. N N N a5os' N O N N N N h ,4 N 80' v. c. to 250 $ n /°I. = 255.43 NATURAL GROUND @ m Q p1 Z N n Q 70P OF CURS C9 p^ y Pk�IO Ci I ^N+ go' Vic N N N U RI. = 250.50 _ A(lY CB• 260 �w ^ �,. ^ cs N N m N m c� a �, ,' 6) m� "� z N On b 00� U \ OO^ b N d h ,O ,�O n O lij N R l – uj O �} O ap U NZ Ci ti O M I� tl �� p �� �� fan �Z cs c} 0 4� 240 m ►N O Ny O �O N Q� N� N6l NS NS �� �� + NN W N fO�� � W IQ N N� N N \O.SpyN N�0.6 %?0 N 1 y O O � Ci 0 C} O N IQ + \ 6� �� O N X N N� N. • NO r� 61 . . r U L49"' COl/EQ MAIL 235/ N^ N� �, ') �� O� tll p IN +(� �O W ti Nn N Nn N� N� fc G'RiIDE �+ U) +� O �o I 250 /�3_/0��� t - -- NUl NN N ^ N � O � ^ � �'ll 250 8 "yc/C _ ' �� Ca � TOi°Of f -A.C.P 0.63/, N\ NO 4 O�ONo O O 0.40 / N WAS —� -�—�� " 07C� L ES '4•C.P. 4P CO ✓E2 2 N /67.66' N /5435' & V 00 05/ 20 -B l!C.R r } roP OF CURB SLY. CB. 10 TAN _ 213.° 2' � o + p / � Z lD NN Qk� F.N N �N1 N f + a OD C7F 13 � t9 U � V I5£�.78 330.00' 250 h �� N N h \ m N N U o V TOP OF7 URB 3 '�t 2E1O I o 4/¢ /4 m 0 O SLY. CB. +� v q v NO � 4712' 2 0'v.C. PRO/ /L E 4�kk� CB RET.Pl. = SCALE /'= 40 HOR /Z . O � /" = B' ✓ERT. 44.48. /p g 8 7 6 5 4 3 2 / ca. Rer. O WATER O/4TA DATA NO. DELTA OR :BEAR IA/G R G REMARY, 5 NO. DELTA OR BEARING R L T / N43 0 5 1'00 "E 8500' 6 "A0P / N¢3 °5 /'00 "E 75.00' d =10°17'20" 105' 3502' WA.G.P. -C�Si RPE lfNEtTI 2 7'20" /6.0/' d = /O ° / 200' '�5. %/' 3 N54 °08'20 "E 32. o(7' V A.C.F. 3 d =10'1 "E 3G. T NO• SCALE: t t / " =40' 4 N8/° 44'50 "W ' 13117 , n =44 00' , 5EE 5HEE V N 5 d =/3 °70'00" 405' 93.07' " IW 5 NB/ 44'50"0 44 /3450, 7763 GP,FzpEN/�A�E' ROAD 6 NB5 /O "E 2 /B -00' a I, 6 d =/3 /0'00" 400' 7 / % /.aJ2' 46./6' 11 1� 1 N85'05'/O "E 7.00' a 7 N65 °05' /O "E 2/3.00 11 60 1 0 Q I� B d= 7 °47'70' 4*5' 6727' a 3 B NB5 °05' /O "E 22.00' 5 00 . P / m Q °� N87 °0740 "W 3/5.3J' u j °J d =7 °47'/0" 500' 67.�J5' 3403' \ o ! 0 /370/ 8 "AG.P -C° %i PIPE LCPK�TNS O N87 ° 0740 ' /$. 6l !/ Ala 7 °06'06 "E lbp v° �53 .V76' / /'qs "E Zoo' G/. 62 300` /3476' 68.54' p 63 64 N67 G43 06 E Q x Ci S4 4 1I v 0 65 \\ \ N '� 55 57 58 S°, coO o 4 6 67 68 69 7� \\ \\ �, &A 0 00 �1 m N i �0 +� N ph \ 6 � b a y + X Ln N f r j 0 U h rzeM e GAPE 8 R. t 1=X1 Nc-q v.C.r 6 �' IeW � \ ^Q 1 O / - /� F x- . M r • 1'7 ;w� ,.,,. � /� � �_ V � �_ c�/✓cQErc N f G %?'� E��gSf / ( l LS 253.4 /3/ I Sl d� W 0+1 + N TO CX15T. A.C.P. (> t ,�. � � 111 U �?' d' 7 4 /32 190 b g M.AP. J7 k_5 \ \ I2+ -oo.t� =. ��' 75 7C 77 r 7B o� N M H NO. 5 AW � 9 O5 �- - 94 65 \` I SH IOW LANE' SEWER DATA — l 6 p.o0 0 ` GfL.01�Z7 _ / / f '\ \\ 1 SEE EE /� /2 � DELTA OR BEARING R L REMARKS N� WILL TOP LAND N43 ° 5 /'00 "E 75.00' ALL �✓TTIONIt� �F�S 6"VcP �� d -/O °/7'20" 205' 36.6/' u ��� \\ \\ A9 �/5?�yf7TE sJ 3 /'5'4 55.65' v T A O 5lREETS CUf?g DATA 4 N B/' 44' S0 " W d =0 ° 5/'30" 305' 5.%2' ll PRIVATE CONTRACT � 6 NB5 °05' /O "E NO . DELTA OR BEAR /NG R L REMAR/CS �clO. DELTA OR QEAR /NG R L REMARKS 208.00 a L - - -- L -- SHEET COUNTY OF SAN DIEGO 7 d= 2 °22'57" 505' 2/00' a Pp 6 = 00 °00'00" 30' 47/2' 7YPE'C "CB. �GIJT 5 d = /3 4/4' 95•/4' TYPE . O "Ce.�GU _ . 0 "22'40 /3778 /� EPARTMENT OF TR SHEETS Q Qj Qj 2 d = W'00'00' 30' 47./2' " /6 N 5'05'/0 "E 29500' a - - — - U MItY'�Fp ,1 2500 p /77G/' rl I N43 °5 /'00 "E /7 N65 ° 05' /O "E /68.78' /r 9 vB7 °O7 W PLAA/5 FOR THE /MPROI/EMENT OF � „ 1 LL TOP LANE N ►l MEn 25.00' /r ° ' 1 - 486 4259 N 67 °08'06 "E 5 d - 7 3 9 2!4 2857 a % 6 = 7 5/4' 6°�Q5' // / 988' u 6 d =/O °/7'20" /B6' 3340' a ?A N87 °07'40 "W 3/5.99' a COUNTY APPROVED CHANGES /VOTE - STREET N 7 N54 °08'20 "E 3600' a 2/ NB7°07'40'W 3/599' n BENCH MARK d =34 °16'62" 30' 17 67' 22 d = 24 °/8'43" 3/4' /33.24' /� N °. De sc ription A ._ _ -. _ __ -__ DD�oved by Date % d =//7 ° 44'36" 5°J50' /2227" a 23 d= 23'4�J'56" ' ; WELL NON — - - -- - - - - - -- - --- -- — 2E 286 //6 // Q.S WILT /� //e J� _- _ Ree mmmded for �yproval: Appr 23./0 n I I - - - -- I /L/�( /o..�.•° Z ° 1 " ' �•3�}r /' f4 .J /T4 S f7/Y N Nd/'44'S0 "W /34-� v �L ° I8 51 30 / LOCATION: it IN EL CAM /NO REAL 0ENC/N /TAS BLVD. SUBDIVISION ENGINEER DIREC OF ANSPOR TATION O c5 d =F34 56 S3 30 44.48 a -- /Q d = 36 °40' 36" 30 /0.20' u I 5 . 301'44./3 L A4Er 2 0/ Engineer o/ work: Checke by —T - - -- - W Z I P l3 NB/ °44'50 "W g76;' a REC0R0 FROM. SAN O/EGOCOehW - Y 5L/FZvEYOfZS /°ERMR �� T.M. No. Z L" /3' /0'00" 4, 6 4W. ELEVATION: 220.79/ DATUM: M5L LA OrGH FL. /N a /zz/7a Approval date: Z R. C. E. /x594 ; // / 3625 Cm S dad a. I FILE NO. I ..j 'PERFECrp110ME PLATE A RODNEY STOKES CO. I B3.�J3' 24.82' 4712" V CB RET v 40.5 3 /.GB 22°•19 22J� 22 °J8 229% /84/ /8.40 /8.4/ /B4o / . 23.58 a/6 d18 d/e I 41,9 4/Q 4 2 o 4 C13. RETURN � KJ � 14 4 t( 260 ' q 4 /q �/4 o a 0 260 EGO o N 0 Vd/�41 X12 h Q� h N �� mON OO 260 In N N N r r m 6� l; * N ' 1t1 IQ N N 0 ll I E LY CEO �, o N N N � �• m d' d• � � p N N $ a NLY. CB. TOP OF CU N \N N N N N 4 h m cv N M N �� NLY C40. * �� n ap t tmp V � ToP of N 0 n 250 N 0 0 N N N N N ^ K ^ Cf �} N b N n N N N N N N N M N N O. 250 250 50.50'V.c. o 250 o ti 250 pr- 254.639 41 1 ` _ CUL. .S V y v ( V Chi N I Q L ,O � v IN / W ��v 260 8 d NATURAL GROUND @ �j O 2 Lo 60 WN � � i,,N 260 240 v mx o ��. N N t �� m p V r 8 0 0.77% N� J NN �NUNIN�N�xNN�� N O�� GRADE �� C9 � O. JO B' N�N�NNN,NN el `V0 �� N� �Q J1c�p J " — TOPOF BA . C.PWf1 T ER�� 535/ m cp " 4B" COVER e N 250 a7 o � N ~ 6) 250 2550 IL! 8 VC.P. .s $ ON T. NATURA GROUND @, •- A/ 250 Qfi" COVEQ B "V.C.P. 8 A.C,P. @ 38.5 '�� OF G A.C. P W,gTEF t Z N 36A t1 CLAS$lI 72G!✓100 ID N N ^N -- —_ 8 !!C.F � 0.6/ N M "111 1 jnrr 84- " N 1(i h y FKVVA7E DRAIN I O ` 240 EGO s✓�o�7 I _ _ 350.00' 8y Vc./c a aw Y. N N � 2(;0 PROFILE i "V C 0. 7 ©� TOP OF CURB G 5'LY. CO. v 272.Gb' O N SLY CB. 250 N� N N N N�VpVN a� N Nm �`��vm ° ° ' N 250 W GPI. ti� J16 416 61,6 J16 /2d /2a 250 r- B3. %3" 2482' d O Ln � O T/ and N \ ta l4d/40 �8 PF?OF /LE N N LY4 q + SCALE . �„ = B' VERT MOD. V.C. CB 7 RET. c Pa KETUr�N o / 2 Ro 'HOR/z. S CALE ,, , 3 . /G /5 /4 /3 /E O S o 5EWER DATA WATER ,DATA NO DELTA OR BEAR /NG R L REMARKS NO LFLM OFD BEAR/NG R L fZEN1ARfC5 SCALE: /, =40' / N4 °54'50 "W 27200' B "V.CP / N4 °54'50 "W 280Gb O" A C.P 9< < 0 > N4 054'50 "W 81.58' 11 2 /V 50'4/'20 "E /0,9.68" d =15 0 50 1 20" BOS' 22253' 8" A.G.P �� �1 5123' x 4 143 0 5 1'00 "E 6900' 8" A.G.P. ��11// 50' 20" 1 7 %5' 2/ %77 u �+ N43 °5 /'DO "E 1 7 %00" ° SNEET /,1p 7 Qo- SEE SHEE•7- NO. // V c�E � �OP.O WILL TOP LANE p W F 6 0 1 �� �I 65 Q 64 sFE 20 r� T m � RA M I �I a 8°J 88 07 46 v 47 A O I ��� �2 �G0 r b Ci 0 v 5' TYPei "E5• + 0 N U 43 44 45 v ��T �', ` k I I 1 j, Ci I N L ET // Q z 00 I� a R 5f33.83 1fa55' I �i' (SEE PROF ABOVE) i CURB OUTLET 9 4) lu 8dS0.59 3 (n r 0.A00= I HILL TOP LANE v O .. • v;,: ;I ' � I � _ _.r— SIGN . N - 4 � crop o 2 � 0 A Q f �lo�24A6 0 J W h Pc.R I 76 g v 090 B/ 82 N N ' / 40 33 �� �1 I ntcsre: I VI '� 83 38 s ' / I + Q 2a e 0 ' x 39 37 36 35 34 �' I �� ALL 5TATiomiKC, Ru= Q TO 'r `ST1zE£f CLOUD VIEW LANE N I - - — - -- — - -- - - - i ;�'cxf•. >� 5 .IC; Fl �/, /Vi�J sT�,EET 1 LL TOP LANE PRIVATE CONTRACT f1 /� 7 /l/f�7 .Sl�EEI SHEET COUNTY OF SAN DIEGO /2 DEPA RTMENT OF TRANSPORTATION 1 SHEETS C R,8 DA7A 9L DATA - PL AN5 FOR THE lMf'ROVEMEiVT OF (tV o/e BEAR/NG R L REMARKS NO. DELTA 01? BEA1? /NG R L REMARKS NO CELT% 09,6Ei31"?1NG R L T =%2 °45'55" CLOUD VIEW LANE / d 30' 4667' TYPE "G "CB F.'GUT /1 N 5% °4/'20 "E 4016' TS/PE ° GC6f.'GU7' l N4 °54'50 "W 2Co 2 d= %0.00'00" 30' 47/2' ;, l2 N5% ° "E 40/6 x 2 H ILL TOP LANE j N 3 N4 °54'50 "W / %0.00' n /3 d =/5 °50'20" 78C' 2 /7?B' r 3 N5J °4/'20 "E 6g.Op COUNTY APPROVED CHANGES BENCH MARK /°R /VFITE ST/?4 4 N4 °54'50 "W /65.3°5' n /4 d ./5 ° 50'20" B /4' 225,02 a — No. Dettri Lion q 30" 3/68' // l5 6 16 5/0' 4 4 = /5 50 20" BOo 22/•/5 /// 2% � p pp wed b Date �++ -- - ♦ - - - rr���� I2fI�� DESCRIPTION: WELL MON ._ _ _ -_ -__- _.. ME �. 2%AO V 5 / D0 MOO AS OU �LT — — Naco mended for approval: Approved — _— Z C d = 30'30'37" 30' /5. %8' rr /G N43 °5 /00 " 'E 2 ' a f / Fns i�✓ �• 7 d =27 35' /65.5/ ° 0/'05" 6' rr 17 d =V0 °00'00' 30' 47/2' /i LocgnoN: /NT. EL CAM /NO REAL E'EhC /N/TA� BLVD SU(BDIVI- SI -O-N- ENGINEER �DIR EC7_OR O RAN SPORTATION N 8 d = 274'47'34" 35' !6786' It / d = %O ° 00'00" 30 47/2' u 5TA. 3%t44/3 4. 20 / Engineer of wank: Check a► by: — i 30' 24.62' N RECORD FROM: SAN O/EGo COUNTY SUJFI�EYORS PER MR 4 Z $ Cv T. M. No. � r� ELEVATION: 22070/ DATUM: �t�'L A4CII)fL1 1V � / � App"ovaldare: ��oZS � : C.7 C �� 24.82' I/ — G.L. EA/717NR c. E. /45 !2//�//57� FILE N0. I � I °PERFEe rPR«IL[ PLATE A RODNEY STOKES CO. 30.6/' 63•/7' 43.34' 26.75' 24.82' 83.�J3' 44.83' 44 4# d # � v � ht0 � (2 O � 6/2 d /9- 1618 d/6 d/8 v m � � N v 240 240 0 h �� c� m m m o 240 .6 d V m N N n Kl N N N N N K f�k / d4 � m� m m o � N `j Q [Q C� nj m Q NO h Kl n TO OF CURB Q V N�tp N m m ^ NO . l(1 tl1 / / V m Y, NLY CB. /VLY. CB. N Om N N N 0�•�x 0 / gpy � � NLY. CB . o r m�+ iW o v Y 230 230 p m o p Q 230 230 � 9 50' VC. p� v D �) o N =PI � � =233.36 V V 5�J� V /VLY C A5 • 0 Q j , v + Z NATURAL GROUND O m �+ 1=u-' m O g o JrNU�d N� 220 z 6 m v _ 240 240 o o h 240 0 Qti 0 �h V61 C}N ;t GRADE Na 4N mz� 4 a �nN�Rs ma m� Ill ON NV —Q Q m 'l160 `j• n NN /00 ° r N� N O Q8 M //V v EU O op mn �� �� m� �` 0 4 00 �Q O om �N m Nm �xmr x N O c0VE r�. 0 0 "°0� �K GRADE 61cp N I NN NONO pNO _ — 0 Q�me�m�N h N y N N /8697 TOP 00_8 "A .C.P WA N 230 NONON N 0 673 %% N \ 030 230 _ -/ _ g "VGP 6 O.9� m 230 NONO 'n ` N ag" COVER TOP OF CO C P_� cv o� %� — N I 0 2.44 N % I QQi� 0 k m / / vc h a -c.>? p :ice VC P. N t � 220 240 /6707' 240 ENCA NATURAL GRO 0 � IN }b 27500' • 1 N 7 te4) ro N N N o SLY Cf3 • l{� N � 549' � r� 3 0 t9 J rOP OF co/T .o t9 N ul o 230 230 16 20 z2 °a m 230 3 N � g N 0 � � kN v� O N d/Q 4116 d/9- d/6 '616 O � Ny NLY. CIO. NN N N o v @ � N N�t\ N N N 220 N V N N N N m N X a 00 d/4 d14 d14 614 2 ° p 23.25 ?1fB2' 63. 3' N d/4 d/4 16 4/4 0 c. �a /4 ,°�� m o N /77/' 163. /6' R/�?0)=X e I 40 Hof772. 43.34 SCALE /"= 6'VERT. CPJ.RET C.B. /YEX 0 5EWER .DATA WATER 0A7A I No. CeLTA OR BEAR /NG R L REtifARK5 NO DELTA av r .eEARiNG R L REMARKS I < /> Nlb2 °13'18 50.14' 6 v P. / N6.J'S6'3E 5 " 55 r oll A.C.P• U 2 = 14° 45' �✓4" - J' 53.84' Z N 5 7 ° S 40 a W 3GT BSI r // � 65P ! 3 N 77 04'00"5 6//0 n 3 N 77° 04' 20'E tOCLUo' rr Q 4 d = 4 22 GL7 60°J 46.4/ 4 4 = 4 22 00 550/ 45.04 rl �li V 5MEE7 NOROAO SC�9LF . SEE SHEET A/0. a sro plOP` / '� 5 N8/° 26' 20 "E 1/6.20' rr NB /° 2620 "E 138.20' 11 � 5�E LE v 40 IZAM�L1W=j ROAD 7 6 34/ 54 '16 ' 205 /4°/°�3 rI 7 d 41 /42 7454, 'E /�5 5 2 TA.C.P-6 h PIE UNEiM5 P m Q GQ'ROE B N60 °/6'50 "E 5053' u NBO' /8'50 "E 24260' S" A•G.P. NO \\\ Go' Gol I /6707' 1 u / 2 ' / 2 h r � GV L/ sFE.S,y � �N � \� //,3 , u I cc 2 V u �' �� o �q Er d h �� II I' /2t83.0J3 Op .W op //6 //v n� /2 �LE L9 /ice o I qp 6 00 W o w //B °° ± - tK A^��� Q or N T) c3 b E LL " / /317254 Sp � v ,�c. h c -.... \� 30 / N 10-9 105 107 m � � 74 \� � � „`J ��•`�� I � 1 0 � �n• �.. \ .., , - -� o -oo.og _��_� :: / 11�' I �� �' /oG /os \ r 20' '° ' I I I V / � /26 ter 1 1 / NO. /7 \\� PG 2 Zo I 125 8,u l ° I I \ ` \ \ lelq DRA /NACE EASEMENT /23 �9 // y� pf 427 p e '� , 00 � \�� \ ro _w co. F.C. 0 /STR /CT/ , + Y Q � — /o �,,,N� L `� \� �� AUTUMN PLAG�. ,\ PER FIP NO.78-SJ6221 KPH REC. 13 DEC. 1978 -571 EET PJLU E E50N N ET PLACE. < 20. , / -4 �� PRIVATE CONTRAC R mil? /VA7TE -511 4EET - �� �� ^, � -SHEET -- -- -- - _. CURB /DATA ,DATA \ �' /3 � DEPARTMENT OF TRA � � 2Q ] � O N OTE'. d L SHEETS (l NO. DELTA OR 6EAITIAIG R L RE 4ARH5 NO. /. LTA OR 6f AR /NG R L REMARKS AV. OtEZZ OR .BEAR /NG R L T — -- ALL `tTAT1 E oNIN4 izEfFR4 PLANS FOfZ THE /MP/ZOVEMEN7' OF / d = 65 °36'55" 30' 44.63' TYP'G E"C6. E'GUT. 13 1 d = 62 °46'4 3 /" 30' 434' TYPE "G "CB. 8'6117 / N6aJ° 56'35 "E W..00 2 d = %7'0745" 30' 50.9-6' /4 d = 62'46'41" 30' 43.34' rr 2 d = 7 0 0745" 2/760' 2709' /3.56` TO 571. �s L LU E SONNET PLACIE. o� 3 46:: 2 1 44'40" 23/.60' / /O'J' If 5 Al 38° 24' 35 "E 2728' p 3 N 77 ° 04'20 "E /26.70' AUTUMN PLAICE J 4 N77 °04'20 "E /26.717' /G N 38 °24'35 "E 07.26' 'r 4 d =4 °22'00" 600' 45.73' 2267' ° COUNTY APPROVED CHANGES BENCH MARK / /1/f/lE ST/�EETS � • • '1 5 &77 a /26.70' 17 d =4/ °54 /5 " x 2/4 /56.5/ 5 NB/ 26 20 118.20 W 1. No Dest rpuon A L— Y 6 d = 4'22'00" 58,('0' 44.66' Il /8 d = 41054 1/5. 1466' /06.03' /r 6 __- — - - - -- vv ed by Dat W 49 WEL MON - de d f - - DESCRIPTION: R°comm"ndeor app ppro ed - Q 7 d =4 ° 22'00' 6/4' 46.7 %' rr /% N60' /6'50 "E !6.76' °24'35 "E ` � ( ��� t N ° LOCATION: IN T. EL CA M /NO REAL § ENC /N /TAS BLVD, SUBDIVISION ENGINEER � PnR DI REC OR OFT NSPORTAiPON 0 B N8/ °26'20 "E 6280' u 2D NBO° /6'50 "E /G�J•76' u d -4/ 54 /5' 200 /4G Z7 76• N 'E .OZ' u Z/ d =47 °23'47" 30' 2482' ° % N80 °/8'50 "E 21700' STA. 3°� t 44./3 L /NE 20/ _ Enpmrr of work: Checked by W Z a 2j d =47 °23'47" 30' ?11.82' ° RECORD F ROM: 5A AC?/EGO C011/V7 Y54hTVEYORS / T/VI. /{/o. I = a " n ELEVATION: 220 7°�/ OATUM: — G �. ENT R C. E. / 5�4 /Z , 3 625 _ S // drif ii H0 30.6/' a 23 d = 274 °47'34" 35' /979-6' LAUGHFL /N B /2z /7s Approval date Z 33' . .,. FILE N0. -- -- 'PERFECriamal PLATE A + RODNEY STOKES CO. I 83.03' 2¢.82' 4G 33' CB RET c FS. RET 82.BoJ' 18.42�22.4G' 1619 16/9 d,B 1618 /2 16/2 O �• -614 J14 d!a a/4 76. 36.27 50.54' (3 n N p Uj �j d to N N app �} O N 220 230 1619 dI 16/9 J/ 1 16/2 �j / B CO. RET I 1619 16/8 d 1619 P fP N N N N % TOP OF CURB Ra �+ a m /4 230 240 \ \ N N N� ' - � 0.50% NQN N N N N �U h 140 C9 r. OV O O n On 0 n N 0 cs p� 4 14 , 4 14 ta Al CB. NLY. Cl N N a N � NZy: Ct3. Al CB. m 0 m m `� o o Q o 0 p o p Nm E ° o o� m o o � on. Q N N N N N N N N N m TOP OF CURB S �� C} N N N N Kl tll Ci Kl S O elk l! p y �'l.� N ll d Q 40'V.C. Z Z2O N NON N N a N N N 9 TOP OF Z/O CURB d �� N 0.450 2QD 230 n 230 ' Oc P1 Z U N� N� Z� NO ho N3 W N= o mo�0� 0D °-'W' pm/v CB. �o N �,�. N 220 230 `��� �� pp c; J N °� o gs �� i� i N N �1 n 0 0 p N J N �i O 230 240 1. r 1� GRADE t C9 ro NV�N _ UV ��I N k� rJ � U V NN � N � O � m � 'm� 0 p �Q U l9 � N1 0.50 �� �� + �IU n C�0 IQ ► OU O C4 0.75 % NON ON N O N O j 161 0 cp � N O �I O N � Mill N � Z MATL/RAL GROUND O Z O� p � GRADE l(1 ° N� �C9 N NNN �0 N _4N Nap N �� N� �n1 NN N� GRij/7E N TOP OF Cp "A.C.P W 2. 35 N N i 2/0 220 0.60 /° ro ro x. o o �� m m N O N N O N O '020 230 .i a m e n ..44 - B " VC. P. _ 8 "A.C.P �I / 0 1l 2.02 ° N N N N 230 I N cA Q 5'y T o OF & a l CP. WATEFZ . 4B" COI/EP N N 0 N Qe covE.p TO= OF ��E R 5C NATURAL GROUND NATURq L GltOUNO N g� N ^ X. r 9G % 220 230 N 0.40 - B "p.C.P. TOP OF CURB a 240 1 6 1 ) - 220 0.50% 0 n a N K1 SLY. ii SLY. CB. 3o4•s� `�'N� S'LY. CB. cp O r4 IN V �} 111 N V m 0 J 255' B" ✓.C.P. G /.61e O n' N N� N N N TOPC7FCURB 7?�P OF CURB N N N N �m OIn 2/D 220 N ag N NNN mN o0 o �U 220 230 \NNN O V N OO O n \ p 230 N N N N N 0� �1W � t\ h N� , m� m /B 1619 1619 1619 /2 16/2 d TRA1151TK7N N N N N N N h 7"Q U Ci� N p q� jLY G'Ej, N N O 0 d� 8 N d O �� O ap n V N SL CB. s � � �� N Nn ooc� o m 83 0 >3' 24.8 ` 9 16 19 1618 16/8 1619 �N N m N NN N N N o N h l 2/0 16/9 1619 a/9 d/a 'I 16/2 N o N N N 220 47/2' fi A 76 /3' 6080' a ca. REr. X k PROS /L E' 0 I4 414 16,4 m 3. 5CALE : �" = 48 ITT /Z 82.88 3/42 O 47/2' v 2 / 0 3 2 / O DA cis. RET g` TA 3 2 / O SEWER /JATA WATER /DATA NO. DELTA OR .BEARING R L T NO. DELTA OR BEAR ING R L REMARKS MO. DELTA OR BeARIill R L REMARfCS / NG°J °56'35 "E 23000 / N6aJ'5G'35 "E 15!.85' 6 "Vc.e / NG�J °56'35 "E 202.00' gyp" A.C.P. , 2 d = /1 54' 3G" 200 66.0/' a A165'03' 25 "W 33.55' a QQ 8 I N7 "E ICo9.Gb '�F, N6B'5 /' / /"E 14.10` n 3 N 7V'ZV "E J n I °° /75 7/93' 36 .¢(/� N7°> °2 "E ICo4 8q� r ¢ d = 23 7 . 9/'00" 100 7.°,8 � °A.CP. - (o'lePIPE LENFrTNS ; Nd 77 ° 00'00 "W 6/75' v//VV �'a u� =� 3 ° 3/'00" 200' 'L.b°�' a 5 N77 °0000 "W ' "'L F✓y��7 N 77 °00'00" W 57.!03' n G N G2' 37'00 "W 79lX�' " CP E NGZ° 37'00 "W 20.32' 255.Cx� N62 37'00 "W 25500' u 7 /1 04 NOTe `111 111 COWTIUaTOK SNAU FRE%ull V \ , I Wl U AFTER SEE 17 S` 1 Q COMPLET��I OY T111 AR7 P W d �� SyE � No 9 � S 0 1 N L ANID R � q v /B /V 20 -s 2B 0 V 0.9 30 3/ 32 W AD B N �• 2/ / it . �� I i 0 I I 1 � �I V � p /` 22 � �-� ;��/ - y, � � . •U1 � � w�` 3Z K c 0 v N 6 /O N � � CF U 9 ,± u 3 Q m �XQ 0 Q' Q0' /� /� �0 5 I h3 RC. R• 0 m � O� � w•v 3 \��p� �/� QD / -- _L —1 s I �� / Pc. R. I I > �l I F� ''� _ OfOO 'O 2 0 W 2 0. I 0 M y.Na. 2 / ID W to st� 0 /5 wu /4 /3 + : I � z /f6�oo 1 m � /2 + �/ N� � , �P 27 � �� 26 24 N � Ewa\ 0, 3 x x 2 _ ° �v I /0 III zo w G / �'� ��I M>j LEARRWATER PLACE o � 4 � I I I x 1 0 � PLEASANT PLACE DRAINAGE EASMENT TO I I III 5TREE N PRIMATE W. CO. F.C. D /STR /CT / 0 N PR1vATE �jT1eEET N ZQ PER F/P NO. 78- 53622/ I �I II �� REC. 13 DEC. 1978 0 PRIVATE CONTRACT .:, CURB .DATA PLC FIELD WAY NO DELTA OR BEARING R L REMARKS COU , NO DELTA OR BEAR /NG R L NTY OF SAN DIEGO �QEMARKS n1UTE SHEET Qi /4 DEPA RTMENT OF TRANSPO l 2D STREET 2 >4 °47'34 35' /6796' TYPE 'G "CB dG /4 N 77 °00'00"W /6.54' TYRE'17 i . ALL 5TATIONINEr sHEErs 1 +MEC 2 d = 47° 2347" 30' 24.92' u " T O STRF�T ° " l5 A N 77 00 00 W /654 /i PLANS FOR THE 1Mj`W0VeMEN7` OF 3 d - 47 23 47 30 2482 n /6 d = B2 °44' /�" 3p' 4032' a �L05�.�C�M FIELD WAY ti 4 N6 ° 56'35 "E /34./6' n l7 d = B2 °44'//" 30' 43.32 " 35' /65.77 CLE ARWAT� PLACE N 5 h'G °56' 35 "E /34.28' n /g d = 27/° 22'03" a i 6 d =ae °28'37" 30' 1 49-33 a m d = G0 30' 3142' a COUNTY APPROVED CHANGES PLEASANT P BENCH MARK L AGE -� 7 d = 90 30' 47/2' n ° " NO 20 d ° 3/ 22 03 30 1 (° 42 a Descript qp ved by Date 2/ NG2 37 00 W DESCRIPTION WELL MOAI _ _ - NI 2 ! A5 CJIJIL -� /z/ __ —_ RrrcgnrRerrd°d fora royal: APVroved 36.7 /50.7/' a 22 MG2° 3700 "W W'?, /O A/7°J °2% '00 "E /0820' n ° LOCATION: 4` /NT EL CAM /MO REAL 4"ENC/N/TAS Mil I SUBDIVISION ENGINEER [ DIR pF T SPORTATION y „ mil. irr d = 0 J0 00'00' 30' 47.2' OCATIO a 5TA . 3 7"44./3 L /NE 20/ - a� N7 °2�l'UO "E /G°JOO' a d = °X0`31'33" 30' '✓O.ra4 a Enyfn «r °iw° cnK edcY - -� —_. _— W Z 4 !Q d = 23 ° 3/ 00" /G/' 66.06 a RECORD F ROM: SAN O /EGO CCVAITY SC//?yEYlORS PEig MR Ll p a�zzra � T. M. N 3/'00" /89' 7767 = Z I ELEVATION: 220.79/ DATUM: MSL ''LA[Ki'HF /N GL. N4694 A /Z ° /�dme:7 W d. FILE N0. "PERFEcrMoma PLATE A RODNEY STOKES CO. I C Oc O Q d) v r A -2 4- 0. w• W , 9 N Q W + 0 � j OJ, dl �} p gr cn ar p O z 230 N N? o° 230 Q= 0 ZQ � ^0-�zd O �� + 1 4 - � ry�� Z� �3 �•� O Zk tj \ p 2 220 To>' o> 220 220 Co" A.G.P. WATE1� TOP OF �o "A.C.P. " 220 W ATER 8" A. 7bP OF < A C. P WA TE/T TOPOF "AC.P INTER 22� C. - @ C�4 �o A'C P 8' A.G.P. S Y. C.� @ 0.4 " I — v. c. P. e OA % I 0 . 4 % If "v.c_P. 0 0.47° 8° V_ •G.P. @ 0.4% - coNCPETE 2 1)1 PETE /� /0 VGPErc CUUC�ETE E✓C4SE r r ENefSEO { G E.UC9lF0 n CO ENCI�SEO @ ) /O N 2 /O V, (}(� IT, � IV f t 1 � U1 uJ � a V 0 NN c0 ) J - 6) AN _ 8� mN �!� NN NN N I N + - 0 zNN Q N t11d N �N N� 1` N +� N 4- rr 0 d +N r —} O N zW -j /60- 00' I'D-7.07 �i40F /L E 50A L E : /, _ 40 HOR /Z. / - 8 VERT. D / 2 D / 2 3 2 / 0 `�� RAM�LINC f�0AL7 STATIONS SHOWN IN 5OX AKE � � 5EW> P '5TATION5. ALL OT41ElZ STATIONS RE><EIZ TO / `E STET / w Ik 2 . c 2 0� C9 � J � n• c� O �� CD�° + J a 1 k ><1 a I- 2 m ' SE + C. 0 � _ s � N �. � � '►- � Z� Q u� coucA'Fre I I Ik h a Z � 0 '� ZQ \ N 3 EA(C95EU I > 1K Q O AO a I Z I tONGf!E1E I (!� n 3 ENCs,SED � V 0 I 1x�rnLL CAF g I ,�?� 0 �h I . .W• AStAe�`l4MAT Q p N S 6r 9� �0 /�°�6 36 'e. c. O +�O ' O Q N + C1 p0 DRAINAGE EASEMENT I s' I m ? N TO S.D. CO. F. G D /STR /CT �? /O �� � /j O NO /PER F/P NO.78-53422/ TYPICAL TEE cjotoA .GTION REC. /3 DEC. 1978. i CO/tG ENCASE S / PRECISr" NO sCALF= i N N g O /O0 O 0.13 I I1 � -- Ot00 Q �4. N � 8 � 3�: 10 L/ Q 3 Q "I AR � :� 191. PRECISION �I✓ �Y r Ili_ ++��----�� J EFI E. LANE 3,� + PRIVATE CONTRACT p r SHEET r c13�; =IE.IV U 24 19;,5 PRIVATE ST'RFET �Q couNry of SAN OI /6 DEPA RTMENT OF TRANSPORTATION SHEET f` PLAN°. f 0 0 , 'T THE /M"TOVeMENT OF ,; a�I �t o PO W PM ? SEWED' L a DATA SEWER DATA W,4TEfZ DATA NO. DELTA OR BEAR ING P, L T. N0. DELTA OR BEARING R Z- REMARKS NO. OEGTA OR BEARING R L REMARKS �' rI GIN EER 20 I )Veol 1 68 ".56' 3S "E /20.00 1 M20 °03'26 "W 1 91.00' B "V.C.P / N20 °03'25 "W Kjgpp Co A C)0-7 COUNTY APPROVED CHANGES BENCH MARK O° 03' 2S' W 70.00' N20.03' 25'W /6000' n N 20 °03' 25 "W l3�G1C' N0 Descriptio Appro 'by Date DESCRIPTION. WELL MON -✓ O° 0 � >if .J �{� //0.�0 N 20' 03 2.5 " h' .� /I e i .r i -- _ _ Rec mm°ndad for aPProvaC A — _ 3 M 20 03 25 W /47. oo p AS �LJILT i � a g PPro.ed z 03' 2S W 72. /7 M 20° 03'25 "W /9.9.00' r 4 M 20' 03'25 "W / / /.0O' /i -- - -- `� C ti 03" 2S 'W //D.00' S N 25e W 64.0o' n r� 1.1 Z0° 03' 25" W ,5- LOCATION: „ 0- /NT. EL C. MIA1O /r,54L E ENC /N/7A5 LV ,BO. SUBDIVISION EN bIREC OR OE ANSPORfi_ATIO] 0 STA. 3+at44/� L /N� 20 r° /V 2 O' 3' 2 5 "(4/ /SB. 00' N tvJ sa 35" F- �I.cX�' a CO N Co°J° r-�(p' 35" E Br,Op' R I Engineer of work: Checked y W Z T./V� IVo. Lai 7 N 20' oM: SA O/ COUNTY C'J�'`2' W /29.66' D = 18 °� '05" 2�' Cn�o.O�J' fI RECORD ER E'GW1TV 5 �`�PHRNR a /ZZ/78 Approval 3 .411 e. ELEVATION: 220.7°J/ DATUM: r+19L _ _ Z S W a FILE N0. "PERFECT•Pao.ILc PLATE A RODNEY STOKES CO. I i pp I � 0 0 �I• 0 (Jr 8 U) �� o O +� O dllJ N� d �' Z20 ti p' GRADE ti p' Co "A.C 210 e" mac. P S,t A.c.P. B„ yc. P 2/ o• 40 y - o. 40 CONC PETE �j l0 5 to 200 N� a 200 129.00 O O PR0-1 E SCALE : /'= 4OWM /Z. = e 1vE2T O 1 2 3 E 5E 80. 2 ' \\ U NCJTE 8 a �j 2 +51.0 O 3— 6} $ ,°� F- - Q PT�NATE �ATION� SuoWN IN e�x A� W� �wioN� 0 Js� "' � 1 1 ' O � rn I O W DRIVEWAYS ALL O - 44EI= 5TA f,� TO STK��T. O + Q L r Q � ell 11 Tsv. I {� i Q LIMIT - OF PRIVATE pRNEWAY 9 I V) � WATE:� S t. I(a " I s MtTEI� - -- _ I U � I 9 0U 0 W Ie 3 NQ Ij �I O GA e ,z2 a. U. I N 11 DRAINAGE EASEMENT TO UAKAgE. UA�E, S,D CO. FO. D /STRICT NO/ eIARAC PER �'N0.78 WALL REC. 13 DEC. 1978, MULTI — fAM I LY - WATER METER PETAI L SEE SNEE" T A/0, -9 No �caLe OVeRL.AND ROAD PRIVATE CONTRACT p SHEET COUNTY OF SAN DIEGO 20 2 /�o DEPA RTMENT OF TR ANSPORTA TIO N [ _SH (, M DA TA lf/.4TER DATA — — _ ___ f SEWER �` DATA No. DELTA OR BEAR /NG /2 L T `I No, DELTA o,e BEAR /N6 R L REMARles NO. DELTA O,Q BEAR /NG PLAN`3 FOR THE /MPR0vEMErYT O� /v 19 I/'so'w /SO.00 /V /9 °/ l'so' w R L RE MARIIS /22, 8 " t/ C f? I A // SO GY /3s oo roll Ac. `f1.IM;Yr 2 N20 03' 25 ° w /2S•/3 2 /V20 03 25 " W ° ro N 20 2S "l4/ /06,00 Co A•G. 'RECISION COUNTY APPROVED CHANGES BENCH MARK rvn 4+E Ig' ?J No. Descri t ion P y -.. J ME a5 E��I�r l� KS _ P ro -- DESCRIPTION: WELL MON _ -- - �Z' egommended fora proval. Approv � Z ryr LOCATION: 4 INT EL CAMIAIC REAL 4'ENC/N/TAS ,BLVD I YYY / /l/ /� SUBDIVISION ENGINEER DIREC O ANSPORTATION N } BTA. "7 LIME 20/ Engineer Ne.orwk: cn Y — W = ~ 5 }� RECORD FROM: 3AN 014ff(70 COICIMTY 81 /rWYCPT PE NJ l _J TAN /VO, _W W App,oval date R : MSL s a L• R. C E. IQ.Sa¢ /2�/3�/9J KJ � 1 .*irr•. ELEVATION: LAUGHFL/N S Iz� DATUM V "� . - -- Z S W a FILE N0. I "PERFECrogomit PLATE A RODNEY STOKES CO. f I' d � � a K L i 0m Np N } O A u r 00 �� l 8 0 g 8 y N N 8 d I MIN. 6%_c- LO 23 a �^ d IV a� ti� • ?� zz�� G P4 /�E 230 �d{� ¢` GQ /�E `� KAD GRAM ti s " 4 y v 48 / V/// ' V. COVER _ 2� � titi 11' 0 48" MIN. K. 4 8 p c 8 " ".4•C WXTER 8 "A c.P © COVE2 O 8 A.C. O r ?4 4 C17V�R WATtP. q• — � W/�TER ® c 8° Ac- waT A — �-� O A- -SINEi e © I ® V (� ° 6 ' / I SEYJ> R S V.G�_ O Z20 — 1..C. ay _ X1 6 �0 I° 8y!/FT 040 °0 0-407. ti ti ti - an�� �s�220 \ .. 0. GO go 0.90 �o � >3" v.c • I 4Q CoNGC'ETE 0 N � C 00 O � © �ti 3 � NN 210 �ros o o 2�/ NLAJ Z J? Q �I� O 4 i /26.27 8700 111/.37' � 4 9 O s ' I V 26 /2""4uC R CL,455. I � ... 25 224 ZZA J 0.92' 2 cUS� 2 OL(TLET / E Al 2 n °n "w /'I?/VRTE D1?j > /A 0 /y© /e/z. /' /- /o' VE27". / "= 2' 0 l 2 0 2 1 0 074 07'06 ofoo NOTE'. ScAL E : r'= 40a V fPTATi0 W> �5HOWN IN F)OA WE �DEWEtK STATIONS (!) NB_ O'THUE 5TAT.0AA'5 r)EFETZ TO 57REET5. A A p . vv 11 1177 INy — T II � Q Q WATER ESEWE� �� F-- \��\ l2 p {3 p FJEMENT Ib' 3 7 ~ \ I N Q PARKING SPAGC� I I K (\� 4 W I T) \ \\ S :i Q W \\ \ i- W'FAS�MENTWEr, I g /7'96.02 END .7'10 Da 1-7 O/ti' /3EfI/>' /N� L T f /1/58 °12'/0 "W 42.98' uJ 2 z ° 36 °02 00" 140.00' 88.04' 9 d = 3° 1-7'50v 140. 00' 8.06' S ► +73.42 E C . zQ \ m•A•R �\ 4 d = 14 °03'20" 140.00' 4 34' 5 /1/ 113 °2840 "W 23.00' _ I A/ 6° 31'20 "E 135.00' Al 6° 31'20 E /25.00' a N84 0 2735 "W 170.30' 00 © 9 d =28 75.00' 3787' Q ® 0 X7 d = 35 2745" 75.00 46.42 li 09 J WAT=T iyy�� �.D — N LL 7'f /1/ 3/ °08'50 "E 41.70' r N * _ �' tA6EMENT 0 I SEE PROF /LE .4,304E /2 8/38 °c�'35'E 30.00' O � Q Q qj ° WATEIC �, g�W -- - �z C-aENTLE Sf�EEZ� LANE �. ; '�i t4 °��� ID `` PRIVATE G✓TfZE�T _� 0 � . /� / c °��a PRIVATE CONTRACT KNOLL FIELD WAY /7 DEPARTMENT OF TRA l � EETS [ �1 COUNTY OF SAN DIEGO ? PRIVATE STREET - -- - -- - - - -- N PLANS "'OK' THE /M1940VEMENT OF I s ND aBV \ \ \ c SEpYE,P �Y,4TE,P y`'STD/PiYI ,OlQ,4 /N SEWE/1 t OA TA 14 TE,e4- /JA TA xQ p. �' �Qs�o p \� COUNTY APPROVED CHANGES BENCH MARK NO "L?EeT4 lJQ 846 P /NG Q L 2EMr1 Q�5 NO• DELTQ OR BEAR /NG 2 L RE Mq Q/($ O X �O� N � / No. Oesuiption Appro ed by Date — -- — - - -- -- �' D r _ - -- - - -- DESCRIPTION: WELL MON. Recommended fora ox 1 1 /V 6 °3/' 20 "E 122.00' Co" A.C. � E 9 \ � X111 LT 2 N51 ° 29'05 "E 5 9.25 ' "v -G.P. 2 N62 °3700 "W 6T719 8" A.C e " A.c. N g x141 4102 e 82.0 a I I 4 -_ —. - -- - -- — /� "� — - � (.4'. I LOCATION: ¢ /NT EL CAM /NO REAL EENC /N/Tj15 OLVO. SUBDIVISION E NGINEER D I EC TOR OF NSPOR 3 A/ 6 ° 31' 20 6700 8" V.C.P. 3 N 6 ° 31' ZO "E 113.92' Co" A•c 8 N 63° 26' 40 "W 41.87' oC !i p A^ M' 5�T4. 3°Jt44./3 L /NE 20/ -- - - -- �' 4 N 6 ° 3/' 20" E /06.00 8" v.e -P 4 4/ A3 ° 2�) ' 7c / " II 5.57 A•G• s " Enginee of work: CAecke by. N ,aa 28 40 W °No.62 I - -- w RECORD FROM: SAN O /EGO COUNTY 5UR ✓EYG1R5 PF1C NR Tom/ N� 5 N96 ° 27'35" /4/ 18137' 8° v.c.P. 5 NBQ 27'35 "'w 163.30' to N �° 31' 20 "E 5°4.5-7' a�izrj z Z , iI Approval date'' ' 6 N 51 E 34. l n 11 N48 °92' 4Co "E 42.(P4 ' ELEVATION: 2Z0.7�J/ DATUM: M5L .�+CLAGGHfY /N 3 -/ G L. NTONR. c. E. /4594 FILE N0 /z/ �// Z Y ' _ - '," 'PERFECrw�o.n.[ PLATE A RODNEY STOKES CO. Q h � nT mM In �� < < 6 In 00 4) lk; o L6 ti N "� ti 1 L . ce 22 0 O ` zi Z r TU P OF 8 „ A .C . P. VVAT �� A 8" A.C.P 220 CIRPflE p ly 9¢_ �. Cv' k eep 4g" MIN. GOVER A.c.P. A "YC/.' A "KC./' Le n.4 � 8 "VCS @ 041 / ��U ✓f PETE ENC9SE0 //4 YCP ®l.55 % I.d1Yo gD R` 210 2/0 , , ti M 1= NCA°JE 6'LWEEK MAIN e M m ^ ti Cri NCAhE WW1 K MAN N M A N� n, N 3 MA �v K K. �� 200 200 �u v 3V in 41 144.56' /78.G7' 43.72' l20 0n' 1 44.40' /72.58' I i e I �,POF /L E I tiol /z "Q0 I SCALE - vE'eT e e p I O 1 2 3 4 5 6 7 8 9 I SEE SHEET NO /Co SEE SHEE NO. l5 NOTE I D4.AIN A6E �AS�n�ENt• 10 T , I 5.b. CU. Fl° I PER F/P N` 18- 536221 STATIONS 5HOWN N DOX AKr-- sEW_F 1 ✓TATIONS. RE C . 13 0 E C ) G 1 r� I ALL OT1 M STATIONS RPFE R TO ct-. ':bMLFT,. I �6 2 ? 3` �G o 11122 �� �� D �� I RAM5UNq FOAD °• G I Y I SEE SHEET NO. F N SEE SHEET +10 /VO. ID VEKLAN O R CJIb.rJ (o G d I , O I I 0 ,5 E1 II I ° I a�qs I 5 0 to 0. CIO 0 I I �� �}°) I 2- I0'x 20' °k II / Q 1I 1 � 1'ARKINC� SPAc�S o I O V QIU 60 LAPA/NA6E EASEMENT TO I 0 3 11-30 13 ' t • M1 �� 1 28' 28' SD CQ F. C. D /STR /CT N0. / p 0 PER F/P N0.78-53622/ I I 11 �I REC. /3 DEC. /978 I II I 2 O SEE S.'/EET NO /!p SEE SffEE NO. ,'�5' fl' SEE SHEET NO /$ SEE SHEET NO /5 11114TZ e 104 ,DATA PRIVATE CONTRACT C N0. /JELTAO ?BEA/T /N� Q L REMARKS NO. DELTA oR BEAR /N6 R 4- T - T - -- SHEET COUNTY OF SAN DIEGO � � - S46_W,6 P 4f DATA / A/68 ° 04 '30 "E 144.08' 6"A C.P. i /V 68 04'30 "E /49. EDG-- IEF'IELp LANE �B D EPARTMENT OF TRANS L SHEETS y al A10 /DELTA O,PBEA ?IAla 12 L eE9A2/C5 2 N68 °04'30 ",E 72.s'S' // 2 /V 66 04',30,F 49.42 FNIVATE STREET PLAN5 FO/'C THF• /MPRO✓EMENT OP w °0A'26 ° 204 00' 5G.34' 8" !� f. P. 3 N 3°J° 2Co' ?1J" E 78.32' u 3 d = 2B 38' /o'' /00.627 49.98 2 �1 /GH °04'30 "E 8A.22' " 4 N S4° 41' 27" E 47.88 // 9 2G' 2o'E So.Sd SEWE/P,4/VD !�//4TE,P 3 A�Gf3'04'30'E 26.34' n 5 N 71° 22' 5V' E, '04.00 M G = 90 30' /5" /OOOd 53.24' 27. P7 4 d =28 210.00' 99.96' / G 1 Are 7/ 120.CX7 // 6 /V69 56 "E /9.AO COUNTY APPROVED CHANGES BENCH MARK 5 N39 °26'20 "E 62.41' // 7 N7/ ° 22'35 "E 8.32' /' 7 N69 S6' 3S "E 26.00' No. Descriptio ad n App v by Date WELL /410N. C 6 Al Gn°S6'3.5'E 43.72' 8 N 83 °23' Sl "E 4235 /' /V B/ / /' 20 "E 5.319 - -- -- DESCRIPTION. R ommended4,orapprovalt Approve 7 M 69 °.56'35 "E !20.00' 9 tJ 83 "W 8°x.44' 9 /VB / //' 20 "E 41.51 AS bUILr f� f ��� l/\ O r SUBDIVISION ENGINEER IRECTOR O ANSVO�ATION H 8 Al 49 0 _54 '35 0 6 44A0' // /0 N G1'J °510'35 "E 77.44 /' 0 4= /S 40 00 /0400 27..# /3.76 LOCATION: 4 /NT EL CAM /NO REAL.. dE�(k' /N /TAS QLVGt _ i C= ° // N Cog °SCo'35 "E 1.55.x / // /V83 08' 40"14/ S4 Sd 5TA. 3°9-144 ✓3 L//UE 20 / Engineer of wor Chec a by. 9 N83 08'40 N C3.3G' � rM. IVO. W 4J 46.97 23.99 RECORD FROM: 5AN 0/EGO COL/.t/TY 5C/R✓EYb/°CS PEfZ ,l�1R gpproval dare G'35'E Z / 4'45" 200.1X7' 93.94' _ " 4 r 26 S4' 4S" /00.610 a /za��a 4 5 1.5. 28' // '/ /V 69 S6' 3.S'E 46.16 220.7°9/ .f�Gr9 P G /N ELEVATION: DATUM: �P1SL G.G. R. � E. /4594 !� , all FILE N O. _N I -1 NoText NoText