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, •PERFECT "room[ PLAT[ A RODNEY STOKES CO. WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS. VILLA P THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE STANDARD UNIT N O , 1 2 REFERENCE DRAWINGS. THE CONSTRUCTION OF A.C. PAVING - - - L _ STREET L /Gf1T THE CONSTRUCTION OF TYPF "G" CURB W/TA/6 "cU,vo FOCE - - 6-45 - - - LOCAT /ON PNE 0O415T.YL1CT 1eW OF 6" CL / ?FJ W/6 84 , ✓ THE CONSTRUCTION OF 2 C./� FIRE HY0,V4A1r LOCATION ✓/� THE CONSTRUCTION OF STANDARD STREET NAME SIGN - - - - - 301 -2 - - - ELE!/ SHOWN Of/ PLANS �.- �` �`ti r / f rl'� ✓„ �// l r1 E� /'.Jr�il OT S5P',0kEES/rol4N - THE INSTALLATION OF STREET LIGHTS - EXHIBIT B % - THE CONSTRUCTION OF V.C. SEWER MAIN - - - - - - - - - - - - - - - - �. �?'/s ?�. SLOPES AS A/OTEO ? u �� . ON PLANS JI�/J � ivo 11 STANDARD SEWER MANHOLE MH 1 THE CONSTRUCTION OF P.C.C. - 4 "PC.C. S/DEWIILK -� s�auGTU SEC. y � 6 1 C - - - - - - - - —•—�— TYPE •'G "CU/75 � PER COUNTY 4 P. C.C. S/OEW.4LK (, � , �s � j� � 1 �.� 7 /0 4 / ENG /VEERS' REOU /REMEA/TS 1 r THE CONSTRUCTION OF SEWER PLUG- - - w /cam F SEE NOTE ON SHEET 2 TYPE %) - - - - - - - - - - - - - - - - y � f t l THE CONSTRUCTION OF CUT OFF W ALL - - - - - - - - - - - - 203 -1 - - - �J TYP /C14L SECT /ON �>> v Qs� THE CONSTRUCTION OF V.0 SEWER LATERAL- - - - - - - - - - - - - - - W /LLOWSPR //VG /.7i4 /1/E A' 01 4s � r o y � A � p D J I I THE CONSTRUCTION OF SEWER DEAD END- - - - - - - - - - - - - - - - - (WITH /N L /M /TS SHOWY ON SHEET No.J7 i Jl CANE THE CONSTRUCTION OF A.C. WATER MAIN, CLASS 150 - - - - - - - - - THE CONSTRUCTION OF ALL A.C. TEE- - - - - - - - - - - - - - - - - - - j _�� A V L� ` THE CONSTRUCTION OF ALL A.C. CROSS- - - - - - - - - - - - - - - S / n m 1 E- `Le F /O tC aE „ er S56 ° p � (� 531 W I THE CONSTRUCTION OF REDUCER - ?O' /� v�� / 6p / °9 S QN a 509 N - - - - - - - - - - - - - - - - - - 'o _ `' Saa 532 o�c I� y THE CONSTRUCTION OF CAP ASSEMBLY - 4 SE - - - - - - - - - - - - - 5T.PEET LIGIlr ) � 5 °96 / o o • \ y— I Q - - - - •� E ON PLANS 533 / �, a66 49 3 / S A ' _® a . T ° \\ \ F /RE 11rp?ANT It 0 = •� ° h ) THE I NSTALLAT ION OF GATE VALVE ASSEMBLY - LOCAT /OA/ 7 0� // �' 6 GRO ✓E - - - - - - - - - - - - - 7- ,� a S�z „ 6a syg ^ 334 v Gv �� THE I NSTALLAT ION OF iACxACxF TEE W/ACxFLANGE GATE VALVE- - zi zi SLOPES 4S v 467 J , &i, .l i 3 �T - - - - - ,. NO7EOOri/RANS � qyy 51A a ap i6 a` a h°j�N�n 33s 9 yQPV� � � �_TR� THE INSTALLATION OF BLOW -OFF OR MANUAL AIR RELEASE ASSEMBLY 4 ",v e..C. 510EW.4L/r— Sr,eZ1C74 C. �) 6s 47 \ Sp O� q f PER COUNTY TYPE "G "CURB _ Sia � �jAJVC - 0 /�J - s� THE INSTALLATION OF COPPER WATER SERVICE - - - - - - - - - - - - - - EA/GlNEE.?S fTEOU/REMENTS 478 J ` ' oe'9 �� THE INSTALLATION OF STREET SURVEY MONUMENTS - - - - - - 218, 219 TYPE"G "CU.PB WAG "C i bill , 4 V oy o ° IS " BEE NOTE A1/ SHEL7,UO. ? ° I � � r `1/i�1 �� W /c"cF 1 Q „ �, �= � ; ti �� i THE INSTALLATION OF TYPE "CS" GUARD FENCE ASSEMBLY- - - T•4 - - - - D 2'a•e.�y•q.,g ��. 3 Q TYP /CAL SECT /ON ®° b ,.N a �' �� /,-1LJ /V� �;' f a l �lV ------ - - - - -- FN ,a v ^° ^ / E Il�� ) T,4T CON AN�CL6 HYD ASS O I:nIBLY - — — — LEN .4Rf30R D/? /(/E W/L L OWSPR/NG /JR /1/E '� � r'�- ��'� � , J��� � � J� � C) r/ c �; 7llE COr' /STL1!/CT /ON W /THIN LIA 1 173' SHOWN ON BNEET A/O. 9, /O; I1 I2) y ® �/ 7Me CONS7,QUC716W OF C4 INLETS � Q� STANDARD REFERENCE DRAWINGS; /// -3, 117- /,O-4, 6-Z7,6-?Z,6-23 ? ?O -1, ?/9, 180 -1, 9 Jrr 0 S f l STREET IMPROVEMENTS: ? / ?. ?,301 - ?,� ?, ?/d, D 6-44, . C)' SEWER: SEE TH ST FOR CONSTRUCTION OF SEWERS AND '" � NOTE: SEE SHEET 2 FOR GENERAL NOTES AND SPECIFICATIONS. I (1 , Z NOTE: FOR EXISTING IMPROVEMENTS SEE VILLAGE PARK UNIT N0. /D TM 30 ? 2-0 91 ST.PEET L/GA/T V/LLA6E PAvA UN/r NO. // TAM• LaCATIO/V /0' 30' REAv!/E EXIST / 16 i LEGEND �� f'f , �� `( �) XIE COA727oC7W .Wd-IZ ca K4-7,c/ w zd~ cccW .3 cri ®,v rpd?g 41Y.566"1771MF d TYPE 'A "L71KE 5' U ✓ u Q 0ET,O/LEL7 ,OC dN S,S/OW /N4• me zL. s 4w ar.9W40VA1W, ZIgSCI" S[qA , OD 07VE4 42 WOVISIOMS SLOPE NO S AS TE!> v / �,, yQ (� 70,6 A&oecaR wao -rev AwT_wr.% ' x1a,L/' ;zrI "..PD OlCQ(lllw a4w"/NO .OaRlIv's we _� -- �� ✓ `� ( 47AgZ EX"Vi1T /ON cam' SUCV✓ T.r7EAVAI OR T ?ENC.IZ - 5 W,Q/,,yly 7, yE , o /pEAKSTOLLi1T /GW Ti/E/1E /N. ON PLANS ® /NU /GATES SHEET NO. W16 QLQN M057 .BE A9edgd OFO FOG! OIL T/IEA� S F/✓E FEET OQ (/OGLE /i1/ pE oTy QA//, �_� \ Q d. BY TAME OWAIE/7 AW10? 7Z aWV,I r10V. !F T/./E PLJN WaICS OWOO 71-e S.4 EX /STING !sA$'�!/N/J 3•A /� • A. 6. GL. 3 Q "P•C.C. BIDEWALA' /NCJ/CATES STREET NAME S/GN ✓y ~� i SYATEM STQNoQ?l/S ESTQiJIL/54'E/J ZYTAe C4$V;rgUCT /ON adArrY 6WIj QS 71i /ERGON S//.OLL lS p \ dE oQEPQ?E17 �SYQ /JE.SYSTEQE/J C /V /L OQ S7t7uCTTVgQL EAR /NEEq ,oT TA✓E C!.{V7JZOCTO/7S EXPCWSG .=UCTUlZGL SECT /ON PER L[X/NTY TYPE '6 "'CUlTB ■ 1N0 1GATES CONSTRUCT /ON OF STREET LIGHT ENG1A ,PE4111RZA/E4 W /NOD /CATES CONSTRUCT /ON OF FIRE HYVPFA VTS �a © T 1v: L OCA TION O UNDERGROUND S TREE T L /GAIT SERI/ /CE LIVES S /- .'t�N /N ON TH /S SEE SNEET w. 2 0 /NOLCATES EX/ST�NG sT Er L /GHT AS B[/iLT "PLAN WERE OB FROM_Un/DATED PLANS PROVID ED BY 7714 COU�y OF T YP /C /-1 L SECT /ON D04 /N/YCATES EXIST /A/6 F /AE NY/JRANT D Y� LIVES WN ��EREO S /W T E E RESUPT �F/EL D VRVEY E Q g yE /� /&/-CATES 01,?S 010 OF TJRA/NAGE v O E'N G/NEER C0= WORK, AAA THE EXACT LOCA7101V IS LAVtAIOWN. L=XTREMIE CAUT /ON ENC//{I /e,7 Qp OMEVARD _---0- /N/J /CATES EXIST. 011 d019ffM0A1 OFSEN/ErP FLOW STREET BE LIS SERVICES CAVAT /NG /N ANY AREA 7;L-IA 7- MAY COMpA /N UA10'ER(�gp(Ji\/p (LY/TH /N L /M /TS SHOK/N ON SNEET NO. I3� �� /N// /CATES M.H. 1tO /A�ECTLON Qr SEWER F[OW O IWOICATES SrAFeT SURVEY MONUMENT FS /A44 1CATES AAMSN SU.PFACE I //\/4) E'X M/aP � f � SGALEt 1 "= 2610' ST,QEET '1_�STRCTT LIGHT LEUCADIA i VILLAGE PAR - Col l 56'652' '� 4/' /O' 77. 77 E7JCINITAS � F /4E HYO,?41Vr LOCA7701V 5 IS' 5' ' S' z 7' 1 1 LOCAT /O STiQEErL /c!!r /G; /8'�` ?0' �- 5' S' & B' N El1k` Sl/OK/ ;`VEGANS ? ENC /N /TqS RICK ENGINEERING COMPANY � I SLGY/ES AS 44 CARDIFF \ � SLOEL.S AS NOTED NOTED 01YAMIVS 2' 12' 20' /p' FIRE HYORA/Yr ESY - SEA PLANNERS ' ^l:' ' _ ' fS • CIVIL ENGINEERS • LAND SURVEYORS 4 "PCC SIDEWALK ELEV `' �" / LOCAT/O/Y 5520 FRIARS ROAD, SP f ✓IF60, CALIFORNIA 92110-TELEPHONE (714) 291-0707 4 PCC % EGY LK OAh OW PLANS �,\ 7 SOLANA 15EACH PRIVATE CONTRACT �- Co 7// .3,diPLiYTs St9fl A�.AZ COUNTY EX /ST TYPE 'G "CUPS ?oi - —, _._. -- C "P. CC. S /LWALK — - SLOPES AS /k�TEO L TYPE ENG /VEERS.PEOU/REMENTS "�', TYi°/C,4L SCCTION STD• ORW G 44 � ON FrANS COUINTY OF SAN DIEGO 'Q w� . E SEN Nor N ON 6HEET 2 �j 6 CL/?i'J r' /6 "CUA'BF.�' a ENGINEER DEPARTMENT SHEETS (/ /C /N / T Y IWAP 2 � '��'� c ` I/ /LLAGE PARK WAY STRUCTU.P.4L SEC PER COUNTY 2 Aa- 1y &. �Q 4 PCC S/bE/YALK NUT TU 5 TYP/G.AL SECT /UN ENG /NEE.PS REpUIREMENTS — SEE NOTE O,V SHEET 2 TYP ICAL SECT /ON rnoE ~G " cvPa w/6 "C� PLA FOR THE hWAW11E/NENT Ar L /T T L E OAKS ROAD, 1/ /L L/aGE INOO�D ROA/� yU�/EYCU�t1.B COU/.?T N//LLON/SPiP_ /NG OR /VF — FROM ;:; COWa4 LANE TD !%LEiY ARBOR OwY.6 Y / L A GE �14RK UN /T Na ! COUNTRYH6aVEN i41A4L� SI-140OW GAME W�4Y� ANACONDA LANE „S - w .G4ENCY GLEN ARWR DRIVE — A'00" ANACONDA u/vE ro /[LOWSOR /NC 0 /VE s4 *v DVEGO COUNTY Fzow Lamm ownfl r LEmdam Cao� wwrea GT/STQlw 4CAi FN/N.e /N A�Gd�!//fC/O�W H�f715(10/e�i7l /CT No.. Descrip A BENCH MARK PRECI IpN C. J. INO!/.f70MQ/dEC.AORa&AEPARTMENT Qo Description: A pprove d Date 11 Re m�edf A pr v I Approved p I /2 J RON PIN IN CONCRETE STEEL POST JZOV /TATAW d "4W C6WT�fM N47"i W6dV" .d, d.Z � de -&w& Sr1QIr.�c. /alA�fc G..« --- 0171 s OO =(�� p f iS B SEWEQ ,G,viA20!/EA 11,opmveo'by.- AWYLE E/lW/NEE/?/ 1 Nli 2 A� sr v. L�i '4r �IG �._ y /r3/� Locafien: u division Engineer ,7�cp c y Engineer LE RUN NORTHERLY ALUNU wn iYiIwROFILMf -O En igLC/^.! //AI OiJfriC7f As /3 �'"`"^' 9�9�7/ P Engineer of work Checked by Record Frew: COUNTY BENCH LEVELS T,M. QY DATE s /z4�Z3 ^n � s � /� / s Co0I- /2B -/5 EIev: 129.773 ,n� APprov'I dole .JEC?ET•4L7Y .IM&AI0 /1 />/�TE Da t um: U.S U S C @ GS /E�/`' �� 32Z�0� 2 R'C.E ?94/6 ,2ViyAy 7 FILE NO. PROIEC7 NO ^� ✓V 'PER RECrreerlk.11 PLATT A RODNEY STOKES CO. GENERAL NOTES SPECIAL NOTE WATER NOTE I. A)• LOCAT,ION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR PROVIDE MANUAL AIR RELEASE AT ALL HIGH POINTS. SEIWE� 4d ;WV1JL ��E� E SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY NvE17T L4=& 1rVV477 DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPbN51BLE FOR CONFORMING TO PROVIDE BLOW -OFF WHERE SHOWN. A111 LOT JN1/OL6 EL61 EL61 1260711 L,d1&r4m CL/11,3 S74. 1IE.ffA1d/!S B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDER- ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. O. NO UT /ON Q 49 dezow LEl$FST ELEv. GROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS SPECIFICATIONS CONNECTIONS TO EXISTING MAINS TO BE DRY TYPE. M /N .4L. CA d 4L. TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXIST /8/7530 ?7380 FACILITIES. 00470 FACILITIES. f. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TIME AND DURATION OF SHUT DOWN OF EXISTING MAINS 516 L. 272.60 276.90 6' 30' 222.90 iVAd4 Exi5r e" ✓•c ✓? TO THE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE SPECIAL SHALL BE APPROVED BY THE OLIVENHAIN MUNICIPAL. C) BEFORE EXCAVATING FOR THIS CONTRACT VERIFY LOCATION OF UNDERGROUND UTIL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS. (SEE NOTE THIS WATER DISTRICT. 515 a: 272•ZO 276.20 30' 282.24 491,64 I T I ES. THE EXI STENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUC- SHEET) . 556 L . 27160 275.00 Co' 30' f6100 69194 TURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. PROVIDE FIRE HYDRANTS AT LOCATIONS DESIGNATED BY 4950 Z70.80 Z73.20 6' 30' 27920 20!34 TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITI EXCEPT AS 2. ALL UNDERGROUND UTILITIES AND LATERAL SERV SHALL BE INSTALLED BEFORE FI DISTRICT, .555 L. 270.50 272.70 6' 30' 279. 2'0149 SHOWN ON THESE PLANS. CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF THE STREETS. F 9 20194.23 268.62 A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT D) CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE 3. THE CONSTRUCTION OF ONE P.C.C. STANDARD DRIVEWAY PER EACH UNIT, LOCATION STREET INTERSECTIONS SHALL BE LOCATED ON THE PRO- 484 a. 269.00 270.20 6" 30' Z76•ZO I 21fa9 UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT TO BE DETERMINED IN THE FIELD BY THE ENGINEER OF WORK. P.C.C. SURFACING LONGATION OF THE STREET RIGHT -OF -WAY LINE WHENEVER 483.7 2" 30 267.50 a 30' Z73.5,01 21174 SHOWN ON THESE PLANS. OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWING POSSIBLE. d82a. 263.40 2,64.60 0' W' 270.60 22144 _ G -22 7-23 305-2, 306-1. 481 a. 240.60 262.00 6' 30' 268.00 23109 E) CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS a ELECTRIC COMPANY PRIOR TO CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH 4 . THE STRUCTURAL SECT WI BE IN ACCORDANCE W I T H SAN DIEGO COUNTY STAN- THE CAL IFORNIA DIVISION OF INDUSTRIAL SAFETY FOR S ef 23//. 426 25848 COMPANY REPRESENTATIVES. TELEPHONE: 232 -4252, EXT. 1658 DARDS AND AS DETERMINED BY THE MATERIALS LABORATORY. ALL TRENCH WORK WHERE FACILITIES ARE TO BE CON- 490 258.10 Z" 90 a 30' 265.30 13/74 STRUCTED FOR OR TO BE TURNED OVER TO THE OL I VEN 47611. ?55.40 2' 6Ld0 G Z9' 262.40 24/d4 F) CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING 5. NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DRIVEWAY APRON CONSTRUCTION. HAIN MUNICIPAL WATER DISTRICT. COPY OF PERMIT 479 (52.50 253.50 6 17' 059.5a 25114 SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY OF WORK. G27L. 264.70 247.90 6' 30' 273.90 2/164 REPRESENTATIVES. TELEPHONE: 298 -0595 SEWER 62(9 L. 164.50 Z65.60 a 30' Z71. 6o 22//9 ) CONTRACTOR SHALL NOTIFY THE OLIVENHAlN MUNICIPAL WATER DISTRICT PRIOR GC2.9,1 161.70 2,63.00 � 30' 2,69.0 22184 ' G G) STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE HIS WORK SEWER MAINS AND LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE LEUCADIA COUNTY 6301 Z68.00 259 col ' 30' 26520 23179 TO WITH DISTRICT REPRESENTATIVES. WATER DISTRICT SPECIFICATIONS AND STANDARD DETAILS FOR SEWER CONSTRUCTION. G91L 255.20 Z56. 90 G' 30' Z6Z.20 24149 632 L Z5 / .BO 253.20 a 30' 259.20 25/34 0100 268.02 H) CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS COMPACTION OVER AND AROUND PIPES IN EASEMENTS TO BE 90% MINIMUM, RELATIVE COM- PRIOR TO STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE HIS PACTION. WORK W I T H DISTRICT REPRESENTATIVES. TELEPHONE: 753 -0155 G2GQ 272.00 273.20 30' Z79.2o /144 6' S//d/0UW 6L70trE WLIY ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 48" (INCH) MINIMUM COVER 626.¢ 273.00 274.449 6' 30' 280449 2107 2. "AS CONSTRUCTED" WATER LATERAL LOCATION SHALL BE SHOWN AND COMPLETED ON UNLESS OTHERWISE SHOWN. 5541. 273.50 27480 6' 30' 28080 2125 THESE ORIGINAL PLANS PRIOR TO "NOTICE OF COMPLETION" (SEE SPECIFICATIONS ALL MAINS AND LATERALS SHALL BE TESTED IN ACCORDANCE WITH LEUC4L714 COUNTY 1024 R. 27450 Z7410 G' 30' 281.20 2177 ON THIS SHEET) . WdTEQ L71e7121CT 8EWE7? SA6C/F /C4T/OHS 5531. Z74- 90 276.70 6' 30' ?62.70 2197 SEWER L d ZU3/JL T.4�3L E 552 L • 276.40 Z7 9- JO 30' 26440 3170 3. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE "COUNTY ENGINEER ROAD DEPART- ALL LATERALS TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. EACH R -IA LOT SHALL BE SERVED &/5 a. 27750 279.,60 6' 30' 285.60 41/3 MENT" FOR EXCAVATION WITHIN EXISTING COUNTY RIGHTS - OF - WAY. BY A 4" V.C.P. LATERAL NVf,,QT 7E/14L WZ..7' g' 4. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISI ARE "UNDERGROUND SET AT A MIN IMUM GRADE OF 2% WITH A MINIMUM DROP TO MAIN OF 0.3' ( FOOT) AND AT LOT N1/OL a ek` 6LEIl a6orW d7fal C41M ST.4. 27500 29/.20 rp 551 L. 278.20 28030 - 30 30' 28 287 7 4176 4173 - - - INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE AN INVERT DEPTH OF 6' (FEET) BELOW TOP OF CURB UNLESS OTHERWISE APPROVED BY THE NO. NO. 7,,4710N f LOW ErYG ELEV lEMr2a1CS 614 a. ' PACIFIC TELEPHONE COMPANY. LEUCADIA COUNTY WATER DISTRICT. SEE PLANS FOR SIZE. 0/j/N 1 OadpRL. .2L. 5501. 279.70 28/.80 6' 30' 287.80 503 0100 24420 L�TLE 01Je5 1.IOd0 613 2 290.50 192.70 G' 30 ?88.70 51 5. NOTICE: ALL ELECTR AND GAS SERVICES WITHIN THIS SUBDI VISION ARE THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. 470 L. 244.40 248.10 6 35' 254•10 0%50 .411,44E W000 and O 54' Z. /•Zo 283.40 6' 30' ?99.40 5167 "UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL CABLES, GAS 469/1. ?44.30 24740 6' 34' ?53.60 o1 /8 11 a 5481 282.80 284.,60 10' 30' 290.7.0 6131 THE CONTRACTOR MUST SECURE APPROVAL FROM THE INSPECTOR PRIOR TO BACK FILLING 540 L. 283.50 285.00 6' 30' 29100 G1G5 PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS a ELECTRIC COMPANY. OVER ANY WYE' S. 448 L 244.60 247.45 6' 46' 253.45 0118 LITTLE Odds aO..40 0/62 541 a• Z8 - 6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTI F E SPECIFICATIONS. 9 467 L. 246.00 247.40 6' 26' ?53.40 0177 547 L. 284.20 2954 G' 30' 291.40 6194 AGENCIES, ADVISE THEM RESPONSIBILITY THE PROPOSED IMPROVEMENTS, AND BEAR THE COST THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART O TH. 9 a. 245 70 24720 a Z8' 253.249 4.od 285.80 4' 30' 261.80 7133 4" L. 24770 24680 6' Z8' W..80 1147 544 L - 28480 ?86.20 G 30' 292.20 7140 OF RELOCATIONS. NO REVISIONS SHALL BE MADE IN THESE PLANS WITHOUT THE APPROVAL OF THE DISTRICT 4987 24740 248.50 4' 18' 23450 11 542 a. 284.70 286.60 6' 90' 192.60 7145 7. CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS IN ENGINEER. 2 2100 24900 1 543 a• 2614 28700 6' 30' 293.00 7/60 ADVANCE OF SEWER CONSTRUCTION SO THAT INSPECTION CAN BE PROVIDED. APPROVAL OF THIS PLAN BY THE DISTRICT DOES NOT CONSTITUTE A REPRESENTATION ON 465L. 24.9.50 25140 a 26' 257.60 1 2110 544 R. Z84.8o 286.65 6' 30' 292.95 7169 THE ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDER- 4P1,0 24230 2,5140 6' 28' 25740 2106 545 L - 1 zu d 286.80 e' 30' 291.80 7/78 GROUND U T I L I T Y , PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 444L. 253.20 255.30 a 2B' Z4✓•30 2174 15 2114.8/ 278.18 ANdCOW L ONE STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE j43 4 253.70 Z554o 6' 2B' ?6/40 21-4 /4 4182.97 279.2/ 463 L • 25,6.70 258.80 6' 28' 2,64.849 3135 20 7139.79 2&036 DISTRICT OFFICE. 495a. 25760 259.70 6' 28' 16570 3/50 5391. ?79.20 26540 6' 30' 291.40 2135 ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE .462,Z - 260.30 Z6?•40 6 28' Z69. 3/99 5381. 27850 284.50 &' 30' 290.50 2195 CONTRACTOR. 494 a• 261.70 ZG3.70 G' Z8' 266701412`1 537Z-1 278.80 283.80 G' 30' 289.80 3160 JOB MIXING OF CONCRETE WI NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT. 4G/ L. 243.90 244.20 C 28' Z7Z.ZO 4161 587 a• 279.90 283.40 6' 30' 299. eo 3184 493 a 14570 167.90 co Z8' 273.60 4192 536 L. 279.00 282.849 6' 30' ?88.80 141 /0 ALL PI PES SHALL HAVE 4 -INCH (MIN.) CRUSHED ROCK BEDDING, SHOWN ON L.C. W.D. STD. 4 167.70 269.80 6' Z8' Z7 80 S/Zd [13 23191.41 28.47 GLEN d49 000770E DRAWING S-12. 3 5150 Z69.23 5301e. 289 40 29/.80 6' 30' 297.90 23195 4927 14970 27190 G' 28' ?7790 5 /G/ 531 a. 288.70 290.60 G 30' 296.40 24132 9 INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 4 L• 271.50 173.60 6' Z6' Z7y60 5192 63212 28750 Z0060 &' 30' 29•s50 24193 46/ a. 273.80 276.00 a 28' ?8 ?.00 4/32 ?5162./0 ?86.18 WATER 456 L. 275.60 277.80 6' Z8" 19 .8 4163 S33 a. 28590 287.90 4' 30' 29380 25147 457 L. 277.20 2 79.40 6' 48 29540 6190 S34 Q 284.40 296.20 4' 30' 202-20 26/50 - WATER MAINS AND LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS E. 7/00 27790 5350. ?62.80 284.60 6' 30' Z&a60 27195 AND SPEC OF THE OL I VENAI N MUNICIPAL WATER DI STRICT. EX 0/00 244.20 ✓ /4[.4676 WOOD 4040 29,//3.06 279.77 ALL WATER MAINS SHALL BE CONSTRUCTED WITH TOP OF PIPE 48" (,INCH) BELOW E FINISH 471 a. 244•'50 248.60 6' 28' 264• /126 30159•x0 175.80 STREET GRADE EXCEPT WHERE TOP OF PIPE ELEVATIONS ARE SHOWN ON THE PLANS TO IN- 472a. ?4480 ?46.20 6' Z8' 253.20 /190 .586 a. 27540 27760 a 30' 29360 30160 DICATE OTHERWISE. 473,7!. 145.00 249.90 a 28' 25590 2160 857 274.10 276.20 a 90' 292.20 30198 5 Z/65.31 245.30 271.70 27440 6' 30' 28040 3/153 A / " WATER SERVICE IS REQU I RED FOR EACH R- I A LOT IN THIS SUBDIVISION. 474,e. 246, 00 250.40 6' 26' 256.40 3715 .583 a. 269.40 27140 a 30' 27740 32/06 47511 147.00 25/.00 G' Z6' 267.00 3100 .682 a. ?66.90 ? ,68.60 6' 30' 27460 32/68 47612 249 00 Z5L60 6' 28' 257 4155 17 331/26,6 26482 477 R. 248.90 252.20 a' 26" ?58.2 5720 G44L. 2x60 ?99.20 6' 3'0' 30520 26112 WILLOWSP4I10 o IV'r WATER METERS TO BE LOCATED BACK OF CURB. 7 4 96.05 248.76 645L• 294.90 298.33 6' 30' 37433 26171 646 L • Z9-3.80 303.70 6' 30' .,'0 27132 SITE GRADING ACCORDING TO GRADING PLAN DRAWINGS L-6711 5156.70 249.3/ �,4 ula 0/00 24542 /10NEYCOM,B 00611�T &d7L- 292.50 303.00 6' 30' 34S &V 77/98 ALL LOTS SHALL BE GRADED TO PREVENT PONDING OF WATER. 514 M50 250.90 Cl 26' Z 661 0154 ,500 L. 248.80 26/50 6' Z6' Z5750 0/46 _ 51312 25160 254 5,0 6' 26' 260.30 1124 501 L. 25200 W .50 6' 2(0" 2&050 1127 I Ll J ,502 L. 245.00 25740 6' Z&' 263.40 1/26 S129. 255. &0 15790 61' 26' 263.90 11195 ' 031. Z58 20 260.30 4' 26' 266.30 Z1d2 5// a. _ 259.90 2 &1.70 G' 26' 247.70 2167 5494[. 26/14 6 Z6• 1,69.30 2199 3160 263.70 RICK ENGINEERING COMPANY 510 a. 264.00 2,66. 40 G Z9' Z7Z.40 3158 L%'y' �" �' /y '77 PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 29 SURVEYORS 5 EGO, CALIFORNIA 92110 • TELEPHONE 051• 144.10 1,66.30 G' 28' 272.30 3 /GO 5620 FRIARS ROAD, SAN DI EGO, .31 R. Z65.ZO 267.40 4' 65' 273.60 3/90 PRIVATE CONTRACT 508 R 16550 248.00 6' 58' 274.00 3196 A K 9 /i�ht 504 L. 265.70 1107.40 6" 39' 273.40 31-01 6 7 SHEET " tl P 'O COUNTY R SAN DIEGO Q� 507 265.AO 26770 6' 48' 273.70 3794 I L L J � ENGINEER DEGARTM ENT SHEETS v.E. 41M/Z 26x.20 ZAA/S fW THEIMAW1 OF VIL LAC74C PAW UN/TNat BENCH MARK Description: Re me�rcled fo "di Approved Ir lK011ell: P I n Eeer DGGUT ngineer W ACROSS FR nginproi work Checked by T.M. ti►KkL?F,;, Recerd Freon; COU NTY BENCH LEVELS (/^ Elev, 129.773 Dert.: U.S. C. a G. S. _ Approval dote R.C.E. 726 2 . 94� Zy�MA 7.3 FILE NO. M1� . y 4 PROJECT NO. 'PERFECT'PROFILE PLATE A RODNEY STOKES CO. 9. 2' /98.7 AN. G " e/ • �v Al Ci CUPd R E O «%\\JJ `V S Q q O h Wa, ti� xg h ti �' N 1. TYPE B 'INLETL "G' N v p V �B % N0 n, M h N O Q 5 t N �I � 255 ti Q o �v 2 `C Q ti ►• o b h0 O W �Q F 25240 O , •° / AI `) Q , p ��� �VN' �I s�% Q o� o � � ti �'�� � .` y W o �, �, o o \ 0 ti R 2910 14 ?? � OOq M V N M h a h �' _ 5• 255 0 0 ° o k h m m "� m �i �, h h 4 ►. '� DOWN ti ti N ti ti ti ti Q I 3 I I IV4 " N 1 p — — -�' A pR Q 4 � 1 ;I` 1 1 � � /,0 �2. b ;;ll W g J I �� B"yc�° /� -� - NATU.?AL (sw"MA.d @ MM 255 EX /STTY.aE� B2 "i r L- r' — t o Q SEL Y. CU2B � ti S0,4LEfr�OP /Z. / =I0'iFQTlG4' RW49F 14E OF B h L /TTLE 0.4 044/5 #9044,0 4 �' ti h � � h � 2 h SC f,'O,P /Z. / " -40' I�E.PT/°"i•I' Ql � ' Z b` ' U U •f � ,. 23.51' CUA' aG.9ro' v CUE�B ?ETUQN •• /99 70' ° r Zll ' l2' pQq�N 6ASE B. RET. /JAT/a 7 I C Z/1W 7 . . R _ ° 170 SEW R Z-4712" �► 9 • S �! 'mod' 803' 46744 ; 46IMS N d = 34 4/38 811 491.08 WATER 4 \ ��� o� h �' 463 '� 4G '� J� �VN 't, j II d = 3/'28'5 " 839' 460 99' CURfs p (� (�C� ti ti h \� 467\ \\ y 465 4 �" 12 d = ZZ° J?" 82I 326.86 SEWER / Oti Q h T\ ' A v \ \\ 46 � �) GO b Q J Q. N. 5 / °?!G'Gt�"E 220.61' CURB \ \o� a \� r✓ h b 0 p o' h 9 O M Q? 0 U N 6!° 0o E 23. ER f �,} ��• �� 0' M �\ \ i ?v� \\ '� ol, o � gp M � ,� k � 4 W � h � � � � N.5 1?6 WE. ZZO.G1 CUf2B SP !y �s ^� ki ux o� Q VI / A/.5/ ZG 00 E. 240.6/ WATER � �' \ � \ \ y � \�•� \\ M �� _ I � �� � ``� .5/•z6'oo" 97.47 >E A/. 79' /6'.38 "N. 72 >r /50 O WE /89/' Q I 0 � SE /I1 E` � x 1 S 9 ::.. c 13 30 EXISTING /MPMVEA -MA PER J 3 • /o V /LLAGE PARK UNIT /UO- /O T. M 3022 -/O SNEET A/O. 3 ' O ti ,n ,QE.L/OI/E /�LU6G' CLYYN6CT TO EX /Si. 4 B7UB 4CCA,/ NNEL /M/EQT r0 SU /T 0� G � \ � � � c b �p 3 I I RKNOW EXIST. DIKE ANA V h h MEET EXIST. /NPROVEMENr 5 \ 83 RC & , a 49 495 49 a ,� x �' � y REMOW EXIST. ,9.0, V /LLAGE pcK a \ \ 498 (� H h 49Z s I'?s 97 \ eaadArECr. 'N h �� jl RICK ENGINEERING COMPANY A. PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS D PA L• /'� \ \= \ I/..` I 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291.0707 PRIVATE CONTRACT L EXIST. STORM /.WAIN I C h PERTH. 30 ?? -O I , SHEET I W I �, COUNTY SAN DIEGO ENGINEE DERARTMENT ShLETS CB.RET. Q4 TA T TL E oA lfs /gaw 'd _8') '/0'09" AEANS FOR THE /MPROliEMENT OF•' LITTLE O/a!(S 8040 PLR T.M. 3022 -9 /it/ f/ /LLAGE PA�Pfr l/N /T �t/O. !2 I COUNTY APPROVED CHANGES OAI/ No. Description BENCH MARK // `jEa£ D p Approved By Date l 2 ,• / P /rV !A/CDAe Qrr,E STEEL R m ode �rtval Approved Q ° W(.:e ..+ -- 9lltIll DescriptionR 72 /lP // /� er y Engineer G Location- Od fl A ?6r V r VIL FE AL7 SS R.P. I M Engineer of work Checked by T.M. / Reco From: COU'VTY ,6�EA/C/a� LE[iELS .�� ?9.77 Approval date Q • Z � �• u'G; �GS. � 3(. (, Doeum: .E. 416 2 M•!/'13 R. i { FILE N0. PROJECT NO. 5030 •PERFECT•PRaraE PLATE A I RODNEY STOKES CO. I I V C5, RET. ! W a all y4 % o4 � v 0 WLY CURB GRADE 0 in - lot 6) ui o f3 to h N N N t 0 N 255 0 � - _ - - - - - -- -- �' -_ -' ii �- I O 0 0 0 (v �- - - - --_ _ -_ N Z ___----- --6i19 t9 �N Q N - - - -_— — M N tn (v N N Q H r NATUQAL GROUnD � 4 61 Al'i . 93 °l4 !� GRADE w N N lln U AT m c5. RET. _ Cd 0 / N G % h 0.90 ; Z lin s h � 255 900/ — — --- �� 0 I I -CAP 0 _M. A, R, ASSY = / ~ I �," A.C�_ z 6• �N !F/y24 x 250 9� �� S = e• i � I I P ,g � 1 56•G5 8 "V.0 � ..•PLUG -TO 3022 X0. 99 ° /e z II • U IP/E x I ne 2 A0,14 S V. EXIST 25531 10 "VC, 0,40 % PER .T.M 3022 -9 SLY CURE GRADE W N I �. I Ion 255 5 Z °" W PROFILE _ VILLAGE WOOD ROAD 4r SCALE: HORIZ I =40 VERT I = 4 0 I 2 3 4 5 6 Cr N R . ca. FrEr. IrA NoNEy�OM o 5 C,B. REr. OATH C��NrR SNE� No NO. DELTA OR ORG. RADIUS LENGTH d = 97 REMARKS °37'43" d = X8°/5 39" R; S SO, S EE SOO' � R= 30' 4 \ SEE Q a °c a'r/" 1409' /57, 11' CU RS 1 1 I G = 40.9.7 l IE 514 4748 \ J 3 S- io'3r'o3'- /38>' ?55.5 WATER y °` I �' Q 1 ` q, n uo ' d \ 1 20 /63. R R • ' 1591' moo. u' s` Ex. s6W PD. 1 1 Z f3� a� d 05 S< " /39/ 21.66 / �\ 6 0 0 ti�� j 10 3 —► f'E DAKS 0.3 °o\ oc N R l `^ , I +t 251 I //� 25 ±5,� FN, ,5' � a 4 0 /9 B oo', w'r F (,1 T r EET N y �\� a � ��?�— "i-sr. NON. PCR' °12'Zl " 5H by kr ? 1 N. 73 %S 9fd "W 7• ??' t EX. SEWER' SEE �z� \� p f6 '; ?' I t1\ \ ,cr 2 - V. � a "vC UG b 6 RE•wov SP /2� e \ TO EYi$ B k-. R S� n/1ECT � ' I O lV or– I b °E,q sTD �'�« O X00.00 V12 WOOD .FORD 3. 0f00.00 L /TILE 09it'S POA \� I lTYP. O H W w a x �Q 'ExIsr CI) \ �W �S S M ^T 9 NZ � EX /ST W'-r WZf EASE.t1ENT // / \ 1 "a 0 .%ER oOCN 73- 0/226¢ DA rr - / -/S -73 -. / \ \ \� 1 W � T v 473 q 474 475 X 476 c � � p 477 �1 \m \1 lj71 ¢ D I PEW T.ti/ 3022 -0 / \N ,�1 6 7...f/ 3022 -9 SHT, /Z R , EX /ST. S76WAI ORA 11Y EASEMENT `h ►� ! (� PER IJbC. NO. 73- D/Z25¢ �� JN RICK ENGINEERING COMPANY DATE 1, Oj PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS / /5 - rr `� EXISTING STO/TM /•7�1.4/N ^ 1�7x 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 EXISTIW SEWE/T /OM PER T.M. /O �r� PRIVATE CONTRACT Z _6711 T. MM '1022 -9 �j SHEET COUNTY SAN DIEGO I ig ENGINEE DEPARTMENT Sr•ETS I ILL 6E WOOO ROAD PYANS FOR rME /MPRO(/EMENT A� VILLAGE W000 X OAD COUNTY APPROVED CHANGES Al VILLAGE P4,9ff UN /T NO. /? PRECISION No. Description App roved B Date BENCH MARK �� 4 PP Y Description: y " / /?ay P /N /rV COrUC4ETE STEEL Recom ended r P al Approv d OCT A, t3�{ d/1C°.....-.• 9 /:hf O.. 007Z Location: •..S A71 /1/ L L /,1 `, T ubdivision Engineer DE/ ngineer FE O A SS F M P. ,/ /' S �MCROEILMEO Engineer of work Checked by Record From: COUNTY /SENCII LE14EL6 /?fie, T.M. Elev: /Z9 773 Datum: U•SC. 0 (�� Approval date FILE N0. ♦ r PROJECT NO _;JL3/ 'PERFECT'Pnore.e PLATE A RODNEY STOKES CO. 2G4. f N � • O 260 WILY ti ti m 255W'LY a Morn H� y�_-- N� ti tiM _V Ni4740VdL 9.00!/410 (W ge V 40 1/f F4 ,hay Q W P. 5 5 24' h 3 ,• �t t9 h FAN/ 5 pL� / ' 5 ' 0 � �' p v ^ a 506 260 / s �� Si O O ti v u� \ �► n, M GP n �b� h� 3Gol, 8 \ ' 4 �4 41 4 41 4 d T4 L h� awwo w pLUq $ C \ / N T* .0"W- A2ZC40A -EL 11 To 9Z117- v V \ CU�fB 00000.- / N ON CURB ON CURB a h P/�OF /LE; f10A/EYCOMe COURT hO�o� \�/ SCALEP 1 ! " =4' kki 4,4 255 EZY O 2 3 4 Newell NO DELTA OR MG. RADIUS LENGTH REMARK > 09'.52" -0 "95 CURB 2 4 5119' B "�C.P. SElYER 4 53. 6 C D A. A06" ICE .oLC/5'a� CONNECT TO EX /ST. , 57446 4 /NMICa7' 70,6Z G• d' 'S9" �' ?� ?4' LY/RB E #000 R OAD 502 Q X03 0 A ZS 56 71 29a.2i' e�� /LLAG Np " ' " 4 0 501 •Ve'sa" 7' N607' O�' 6'�c.Pwa .SEE SHEET n �y S S �� \ 0 a s03'53� 5is7' 2 .� 2 l!C.P�s6w 56` qj S y N y ^ d = 9' 22' 53 557' 9/. ?OA.C.P. Alf)25P I 62 1 X 11 I d 253 91 4✓r' 9B' la ../.S I CURB X 1 1 i ` off n 5 g �h� s Z /o 19 4 TYP. h r �x x%n 5P k rr -- EX. 0. h. NO 5 3 +96 S V 0t00 H0NEYC0 1?,r =T 5.31 b/LL.9CE/l/1M77kT7d .r '•• / ^ `. 10 vl I � \ \ � ° ti N �� (lr f7' V � � I \ \ 2192.22 , p a•1 e1i �' - -�\Ty� oc.R �xl plc, {� yG , h M zo' 5/2 H -f// M ow SEE SHEET N0..4 V/LL,46f A10IDR0,40 RICK ENGINEERING COMPANY PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110-TELEPHONE (714) 291 -0707 5 09 7 PRIVATE CONTRACT -CaW SHEET COUNTY OF SAN DIEGO J8 5 ENGINEER DEPARTMENT SHEETS /•1Oit/EYCOMf3 COURT PLA/1/S FOR THE /MPRO!/5it�lMrOF: h/ONEYCOV1..3 COZI.Wr /N WZZAGE PAR!( UN /T A10- 14? COUNTY APPROVED CHANGES No. Description Approved By Date BENCH MARK `a R rn nde r p val Approved v Description Z /lrL�l/ P //V /N G2.3•f/CAETE STEEL !l _ ' /�/ yAlA� 57' O.C. O a747 ubdivision Engineer �epyT ngineer Location: .3 /. f7Y/ /l L M7 LEA — FE ROAD ACCRO56 F / 3.5 P Engineer of work Checked by Record From e yl/NTY i/ 1- CE!/ELS Elev: Datum: T. /C9 66W tl _ Approval date ✓fr. ��- � R.C.E. 9416 Z yHW y 73 k4 FILE NO. ♦ X 97 8 ` MICROFN.ME#! PROJECT N0 .5030 'PERFECT'PAI PLATE A RODNEY STOKES CO. MAW ° E Sf,XICON GRDIiE o 4798' ov b h cUPe�graP.v ?d✓ e e ,, c�J. o � �, 050 rc. s h , d a ^ re3o/ b Ci IN a k b IN N % O V yl W h h i '�� tiK n h ti g oho t8s a ° o ti ti h h% Ow sr� ti b ti h \k I O W Q ,, \ I o �� \ _ry - -� .. z 57GY o S I I ti ?eS0 I ti t85 �a ti �6,?A,�7E �\ \ ° \ h `Q 4 h3��,0 � a\ � NI � \ ��s�• \ h h h�h� V � i� IE20 0 h ° h ` � a • i Old f I V h ti (EX. 8 ~vZ' PE.e ERr. � P40 6° A C r N acv 7rl"W3 ? 9 ti I INLLT �I x \ v h ASE itIATU•C�AL 6.POU�f/D -��� ` Ili CU,PB � \� "�'. i�ATU.PAL. G•PDU�!/,U @;C � ZGD I CO! /NMY EN WfU40 b so,4L E:11 /I = LyE2r, ¢ h h b n ✓9 20 o� �h SEE SH E ��pvE WAY ti cL3. gMQ 4J. Arr Q .,4rA SNADOw 6 SEE J 11717 -40R Wq � � 9'� IJ' . h 75' 3a , 4, = 3 15 ?.07 04MI �0� d =84 °?500" A- 9/°38'/9" s6 ST°RM OR.41NPLAN `� h C ity ) �, a> IO' 17417' W,47 R =90' R =30' h yI� L =4`05' L =4798' GI ll b �� ^ / / i ' / ac\ e p Z o W c) �+ S N / d3 8 � J a >G7 ?? Oo 5 a0 l l lu MAW d� Q \ O �� 11 I �/ i L i /r G C/ J y 1✓ ; R = y v.\ r` ol� I o, I I V L =35.77 C '. r. \ \\�1 d\ 555 • h 4 /. �� Q h M JY'x „. /� .47 141476? Z ° Q �\ \ 556 �ti x ► h I I CB. Ai�T. /BATA Q� ?5" CURB '7-YA ti tom'" L1 =34 G /G 300 BY .32 9 TE!>' Sf59.2°g'TyPE /INLET L1 \ A& ({�4p TING 1AfAV0I/EMENTSPER tC� (0 I h �` s I I �\ - - ° rRVN -- / d__Wl"'IG" 310' 188.40' I' I/ILLAGE ~ff U lh . I � \ sf3`. P.R.C. - � - COIN f W NIT NQ /O O' 2 `\ Z Z \ B EXISTING I p_ .�! ffiD /1/�S/QA/ I I /40//I�/Q4/QY \- �► i \ /. /L[AG G ■3d'49'AG" 330' ?005G' CUF/B k - - { Oj A.P� _ s �I r; �. * ?. Q5 + .9I 1G°4WT?` ?_ 5' C 92. URB T.M. 30 ?2 -0 SHEET NO. 3 l I ' A �� ? 1� x s `r S ^ N\ , G '4W Z ?�E. A 55./5' CURB REMOK/E EXISTING DIII AND �� V►� i ►f.. / ..:: ,,:. \ O :,. MEET EXISTING 1MR4 I/EMENT 1"rYP \ sr. .t/On! P9790'00 "E. 48.4G' C. P. \\ I �I jr:: 39'00 00"E 19-4 W.4 r6? 4 1000' 1 W.4iEF7 ...•.`• _ NVC I 4 /,�Yi.0.h Y/ GE/YG{Jd.POAO Zp. ° -- l SP � 9 o -r:, ... � •. w ro,P.vJ p,.fiv 5 , N q�fE FDC� s ` R O % 'C 5f ' R�iYIOI�E � Ar✓E N °� CRY i \ ip� s✓ sszr h � e s ti h � a Ive � v b �\ Q CO. RET. r. 4rA l i:zt R aeSVO" \y vy V1 cn H L =45.Y5' • ,� `a N\ IIO �I�� II,,W I�9 6v •ap '-\ 5/ "�) �I" Q fj a 41 r '> 56 75' y I ��' �,� V SEE SHEET NO. 4 ° Q /N. "° / r N I11LLA6E WOOD R f �, Q EX /STNG S09MJ.,041V RICK ENGINEERING COMPANY a yr Q Q ll�� JAR r1w 0 PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 w PRIVATE CONTRACT L-67// FEX /ST /N6 SEYYE!' EASE/t/ENr 3 SHEET X (f COUNTY OF SAN DIEGO qb' , PEA' T.Xx' A/O. 7d- ¢ EX /ST. ST�PM DRA /N EASEMENT DA DOC. 73 - 087444 u DATE 1 -15.73 ENGINEER DEPARTMENT LETS _C011*4 rRIViC1A V 0V ROAD .04TE. APRIL 3 1973 PLAINS FOR THE /MRIMMCMEW Ac: COUNTRY/ -IAVhoN IMAD COUNTY APPROVED CHAN6E5 X VILLAGE PJ4Rfl UN /T NO. J2 BENCH MARK Re m ded f Ap _ Description: �� . />s B !°`.•�. !!S /1Y ST O.C. 0072 u division Engineer 7jEPdTY o Location : 0 AWAII Engineer of work Checked by T.M Record From: Gt�/rVTY A/ Zjf L - Elar: /?9.773 Datum: &-fe eaf- "�" Approval date C.E. 04* 211 af,P 73 _ well FILE NO. I nJtr y," `:r IL:LL'h PROJECT NO .aJVJf/ 'PE;ZFECT'PROFILE PLATE A RODNEY STOKES CO. 1 cuP/3 /.v�E rr ~e a L =7" 90X S'EC w h D•59" 94 It Olt U \� q c3 b m m to W N LY CURB GRADE "� o to r 290 IN of O � t3 11pp 0) 9" A / 4 � l�v In t� �` t r < l Q 79.87' A/ 280 + N on CURB O �-° �� Cs 285 = r �Q oci m o V N to L ~ N ~ Q? h 1,14.1° r a 275 W 40 � ; m _ a t3 z 27G.10 1 ?9P.4 6. � N GRADE a12 a2 ; %n g a_ N �; ow z, 290 ul 07 ± N p 6! l9 <t + to N w o ra e � N � 1.; o o. • pC.P M. A, R, ttAO � tA > d) Q1 cv_. _ /NVERT 0) tn ++ to t9 I[i t9 O N / c� N / to Lm ai r GRADE + r — � tN '* �+ ►- 0 N + I P ' O N o N N o N� / �� v /`� to 6 V C / �' loo' V, C, 285 P.1. ?90.38 0 v-. 275 �tl Act o �� ao Di, Zo;.. to Z4 %lC.R �' 6 RAO' �/Z a INVERT a /' C. � Z COhC ENCGSEAIEN W I I Q o / / 05��0 !NVERT --� i GR40E 5� 6 v PER S -/B L, C. W.O. — N o a " �•c 2 W 3 ; -- NATURAL GROUND AT 358 s 4 270 N S , LY CURBI GRADE a '� ° N °' Z90 kn O QEMOVE /:Zzw y e CONNECT O 04r.. d¢ cp9 .a y m , In a N ( + TO EX /9T /MS 3T!✓B f a �y of =� v; b N p 0-- O� 0 — a N a SU /T GNNEL /NVE,PT TO l9 � 1 N t'9 N ti < N d — G a O 6) � N � N A /4 /4 J \9 06 fee N a+ N W ►_ M M N N tr tti`i rs Q1 " ~ W PROFILE °' N ° x0- 40 41 + N C) N Cl OC f(1 N N N Q 4 (` i V I W + y4 �4 �/4 �l R y4 �/q 4 �l4 42, 47 7 9.8G' All � SHADOW GROVE WAY on CURB CUR — k9 t9 � E AY 47" 12 47,12 Z75 Q ` �r� ` 'n 91, 62' SCALE : NORIZ = 40 VERT I - 4 CURB RET , CURB RUT, �� �, 2 NI A.C, BERM q 5 ANACONDe LANE 7 i c o ! fo Q11 OR S ,1O O SHEET � 15 �1Q pATA • � bl DI yO ->PO dG Q�rd vie PaovE�►EU c s E 3io N�� 50 � `M H �° S � m �I�m'I s 548 Iii, s fX /Sr O t� fffi i�0 9 0,05 SH!'1Y711!C {'f ytS4Y G °?CJf9433 COUNlPI'H4i'EN�D.� (� P'' \� a P\ If s 35'W ?0 `! 4 S68 g� �, 1 '� h ,. N5 , c•, \X Q! s v lh k i ll D �, pO.Gb p 5T. S p 4� t� r\ Y G J'1 ' ti P Z� Y I r A / . A• 1 SCALE r � e 1 Q , % v N0. DELTA OR R 1 S TN RENARKS A 01 t50 / ?BD' '1 �� ` 1, XY 1�t� 1 °p 1 R �C 25 °33'3!" / W.90' CURB �XD� - d= 'S " ( � 5 . 4 0 8 & S I 141 ?7 •16'33" / ' /� 6A.CP. /PATER p k; Q �� I , °� W �I RICK ENGINEERING COMPANY / <` / h �\ �q v 1 y �1� 1 $ J / -' h� \\ 3 1 / ^� \ 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 3 5 ?/ °2? PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 4/" SBD' 2/6.41' CURB ,S?j ° r ' ti OIF � ' �Ij , "1 1 UNDAR� � \\ 9 ° . ,r „ B0j s ;; �� y $ B Jl y 1 G6.11ET. DQTd PRIVATE CONTRACT h L -a7& / W e o 8 �c.P sE,1vER �'is�o / � .� �� c 1 � ^,� g p /� /S /�N 1 1 \\ 6C' p o 00 , l7YB%G" 610' 0rT 6 "A"C.F,K"/IIEP y �'� S ��� / ` l ` l ,� I / I �t /J SV 1 Z NQ V 900t'�' SHEET 181 CO. . C2dTG 3 J / °1T " / CURB '�UNOq,Qy �� � � 4 C j t ' � d 9�0•. g NE r N L' - /z 7 COENGINEERODEPARTDMENC TO II SF f5 - 1A II 9 NBW °04'?6E 364.9q' C R / � .z .� L N A / a , E 0 S 6 , B Y. .riEx�L,? -� , T , , �, �_ Ss' I I / �^ ,�/ �' ; _. `' 4712' ' NAN PLANS T fOR HE MPA:VXZ ZN7J Of: vzl , 3 027• 6/P Lco' 6 "9CF !�'AlE.P y' 1 ''' ` - , , , " A MAWS m01 WA �/ ° a , , " L � • /l �r A VT 4191-f 110412-4Y 0-i B "XC.� sE� Sfy,4/? p hi(/ GRO I/E WjJY AGE PAR/Y 4 4 NO. /4 NB4 °04' ?.5"E JBQ,�9' E ",QC - lf/ATfA - COUNTY APPROVED CHANGES /N VILL NBQ.04 "E JQQ79 a No. Description i BENCHMARK /,� L41 Apprwad By Date Description: 203 AN /N kfkf ' a CONCRETE STEEL Recomm Approved <Eded fo p a a ' 8 "�c,P.sEwER q, ew �14G.... y /is /�y � i/BW' SE 'wnp. �YATER ubdivision En ineer Location: 9 En neer NBW° f 66. Ly/,pB E of work 9 Record From: CO TY T.M R 11 1 - 955? 9 Checked by atop � C4 .SQ'Q?" WO' 4 � C RB Elev: /LJ 773 Datum: &SC It &ly " —� E Approval date 3226- 2 R.C.E. OW 73 a FILE N0. PROJECT No _ —X S 'PERFECT'PROru-E PLATE A RODNEY STOKES CO. CO ��� • k 295 E LY V / 295 EL Y D M ti N ti O ti // M Cling e/ 4 a� 41 OF 4./ ?' o Tip OF cU��3 ti b W `h f C/1. REr. 0 290E'LY a , h 290 EZY Q /oo V.C. ���3 o h � pi 292.89 v o �� �� �'�.ao ���V��o 295 p 4 1 0� 7 b v � ao'V.C. 289 �titir` �Q Gl0 n ° o � � ° � � h v n, h 290 , -= ro o �° ° �" °� aZ °1 ° / 290 ti v � % %N N ti 9) rri I � � �. � u � K • GUTTER /YATUA'AL OR0411VO - Ark 295W'LY p M -ti �� /NVERT G�PADE �, " " 295 W l Y N aQ�, � �� /.a •�e ��� h� D � �i 0� U� cv N 290W1Y caA-E cuQg �' m � ° v�� v S . 290W %Y _ PROFILE OF ANACONDA LANE b ti Cf RET. SCALE: HORIZ. I" - 40' VERT. 1" - 4' O f 2 3 4 5 6 7 DEL TA OR ARG. RADIUS LENGTH REMARK 30 10 INS d , 37OJ4'1,Fw FO/? .5'TU/.?" /0//? J //V j dE ' w. oo" /so.a�' cu474s SEE Sfr/EET /✓a. �!� C.B ,QET. O.dT.d �' �l 2 \ \ C.I �(lI'vi' All '.fOA 7' u � e,2' 01 Ior ` �•e 20 �pv+ Pala d•31'ZOW 067 91.36' CU/1B ' I M I , �`. � n 1 ` _ \6 �' X1`7 %� N.I!'.�o'a�o"w. /co.ce' cuae a 12/fV 3 C �� Qo. `� � 9 '� O N.s °s5'35• "W. 40.00' W.d;rZa i G A Q M e r I n4' SNEE �� I� / fUr�Q d- G 350' / 3203' WATER. _ F[ /r 6 "A 1V4_r3V'00 2 20.400' WATER � 14 /Y46 "E /9.64' WATER o / � 0� 0 0/ p o 536 I 1 � �_ � J-370 ill so.00 p"/ �1' d 3r%t rs aao n2. 97 V/ . � �2/0.00' y y. h G a 538 s •� w H c x 28�5_e l" Q d= �s•�s'ao~ /es' /ao /4' / Oj p hry S3 9 ul "' oQ . � a l', h BFI ;1/�� k V �1 Q j dam. 4i.30 /d8 1 . . 61 �� pC �:. '.�yW 3�.a,', Af Ij� t� O p C. • \ a OI 1 ^ A/.43 ,30 00 2Si8.00 ,aWE,Q -% I / i II —_� Q� / I I 10 I ; ` I aQ W. E N J �� /� � •Rao.. � N � � h i� M � / /—f I I / ( � I \ � n ( V c CB. ZZ67 /J.4T.4 I 3 / X poo /j • < .. C ,.a;• � L =50.03' P� v f gya V. C. P, IV2'59° � CAP z •�O'oo "E - " 1� 8 X6 O / ,,,PEO�/CER I j ��� I i4 • / / O' Pr/'E ~'� 1 ��� F4�� �, / �- ` Z Nq 30 /Ha ft RICK ENGINEERING COMPANY J 6 d.G�t'f 1 ��l �, I�/ fj�� � CUA'E , ayJP �l PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS d= 1 15 1 00 S"" 1 r l� b p��� / tT� 1 ��`��Q V 3 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 "'1 " = ,36 0' x JIM ?_ ,E N4 j t O �O Y /L �A S0 0�1 a�O \,� PRIVATE CONTRACT L -G 7l1 r N� N rJ 1. p \ J ��� I I � fn Pd E� EET ^/o• •9 S C E NGINE ER UNTY O SAN DIEGO sc /�tOivisiani l ,c3vunr r� /w ,,,�.P I c�� �° sE a I I PLU 277. L9 \b��C� �� (• / NOTE: FOR STORM DRAIN I �E rAM3226-3 �.dN$ FQ? T�4E /�t/.o/1V6(E.NENT OF IMPROVEMENTS SEE SWEET NO. 114 �� � y�U" q A�jdCO*AljOA LAN 11V V /LL.d 4004 G/N/T No. / ^I COUNTY APPROVED CHANGES BENCH MARK I4 111V4 C0/4/!.7A 4 AIE No. Description Approved By Date , Recorn ded for p ^ro Approved 0o Description: / /1 /OOH 1 W CONC/lETE .149',C4 ~r I 4 +a 97 ON AANCO •[ NE p.G+w `I� /f � OC 0071 3J ® ffZOArEO ST. J14SWr FAEW STA. 5i 9,Q�,.� �� /j�jf location: O. ,(,/ /. /1 ' Su division Engineer REV u ngineer MG#57 SAE As a��d �,,.,. 9�nhp FE PP / //, • Engineer of work Checked by T.M. Record From: COI.WTY �EAr1G// LEVELS ,J Approval date Q Ill /i9.779 Datum: GCfs C. tRB. R rJ� Z'✓HAr 7,3 +ZZG' 2 FILE N0. j ,PROJECT NO 503 'PERFECT'nnwtLE f PLATE A I RODNEY STOKES CO. ' 7 d e /4 4 9 �' v W O b o`\ G \\ 'h 'k h ry Q ti " i ti a • o °� S&Y CURB GRADE Z N v 11* `\ 300 ELY ����8 �- dj dla 295 EY Y a1 9 ' `'�' `^ 285 E Z Y IN `\ �q � qqQ�� t /Lv Vo.. 1 1 n 300 IF W NATURAL GiPOU/YD tiis O M h h �� o ti 280 E'CS� _ _ t� O _ �c E �' N A 1 AT � 4 \o v TZ( 5�046� _ /� � � � � � V and A11 `• � -Y � \w Uj 1 _ " h GRADE ti FX.� " ti Q\ Q to + U /? I V � �' 280 IF I Iq �T 6'9.6„ � M � I.E•Z1%¢I 1 \ 3 �h m L 300 W L Y 91) O o ., o � � �' . 56 X SECT /j /Y.#VLY CURB GRADE $ ti ° _8 275 ti Nj 6 V 1 4 4 295 WZY x �/s 4�s aia ai ads lei t 2 �s " 1� Q 285 W'L h c7s te r• PROF/ E: EN ARBOR DR. 2 ,�� i p • IG 0 h SCALES RT. !'= a " W �� LE? ( - HOR /Z. P =40' Co. r 47/2" I q a CB)ff 22 23 24 25 " 26 27 28 20 N � 3U M a Q NO LTA OR BRIG. RADIUS LENGTH REMARKS N 710 4'OIO"E 302.60' Mae .0 a .W /V 'A 2' 230.s1' WOW /I V ' " ,t, Q01 LOT 558 /v oo ~E 7t dr' cuae ���� , G1ts 'fro' 170.34' CaWls 5 c� Q l y S HEET IV B �� h� �O� W46'J0'ce ~E a & o' czas vE y UN �O �Q�' �' �, d =3c•. , 00" Mo' 2/0.22' CaA?16 i �1 3W O O �\� XJ N /0'00'00 ~E 302.GeJ' calm EX /JT. /B ~,d.C.,o Q V ��'Q� N /0 0 E 170.60' 5eWEL7 3 �� �� r'0/4 &A6 lJ/1/J /N d = •50 00N '3501 222. aw sEwE,Q 0 1 ? / 1 / 6 �`�+�,� SEE S� /EET Nar /S t' /6 d =$asp�'4i~ 300' /80.00' .9EwEQ a N4G'3D'00" /P8.010' SEWEC? psl a1 k ip ' N .{R / 1V N. /0 ~E 352.69' it 0 .` Q Q 5� bQ I� ��•� �fAl e- °�'a�" z�2.s6' 5 04 LOT 559 N= 46 .X'00 E zas.X' ZO V '' a �` ° V •• 9i a ' y d - 30 " 300' 1 /59 .7O' -t 10 5 SIC 0 a Q O N 37N.OME ,V ti/ eO \l /1•(�•./Fi P D� b� m �►� h a % E Ln N 5 b ,Q / + l ! / •L EX /3T. 146".d.C.1 I 1 Z sH( —' N N" w s N 532 u oo'' / 0 a wHE CNA/R 5 W �3� 4 �, u. D '0 /G �• aP �� ��I R r� e ,\ RAMO m 530 �� N) 529 ��`� � e , { Q h RICK ENGINEERING COMPANY R I \ W / SP I PLANNERS •ARCHITECTS •CIVIL ENGINEERS • LAND SURVEYORS �/( \''' I � s•� 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 2910707 Q/ I PRIVATE CONTRACT 6 _711 G C I✓ k N � SHEET p \/ O � y Q�/ V D 4 �J �Yr W "IW I CO UNTY ENGINEER DEPARTMENT GLEN A 12B OV 4OZ71 VE � -E�-,, � �, ,�� �� ,�, *; ��� � ' �,• EX /ST GI/�V'6"ENTS //V U/V /T // V / • a �SC/.dU /Vi5 /ON ,age'./ivtO,a,c2Y� •� � FOR THE /MPR7f/Eit�IF�i/T A�'• LL,dGE d , l2l< 7W 3022-!/ (p 15S .S//EE7• No. •4 � � G[ EN A/4/3OR 49,91f/E couNTr ArrRO,iRO CHANGES /N V /LL/JGE PARY( UN /T A10 /2 CWalury p Y BENCH MARK N rp /A✓ � CO/YC/TETE slwz Poor No. Desc A roved R Date / �, RecommAnded f Ap r val p Description: /? /7QO• L DELETE / Efl,R 2G{O6 / -��•'� OC 007 C unty Engineer AN 8 8 i9r4 �f Gw-- Location: 0.5 M/. ZY NG AN N F RO/� C •P M-9, P Engineer of work Checked by T.M Record From: 441WTy ENCH LEVELS a Elev; /79.77 Q�j/ USC d'' as `2 /CrCC�i�Yt/ Approval date 3G GV 2 3 Datum: R. .E. 2 y/ 73 WIN FILE N0. PROJECT NO .SO3O 'PERFECT'MOPILs PLATE A RODNEY STOKES CO. 279 E'L Y z7a. SELY CURB GRADE W 4 0 � in ° v 275E'cY �xo o a � 0 �! tim �`iQ 280 ° � � ORADE ` " POR. ,900'vC- P.1 =265.39 - 50'C46. j Q i t in 275 19 � Q I. 2so we Y 270 ti .a a � \ b n 275 W2 Y `� F� o� \ d ti ti zsea' 8' ✓.cv�o N� CURB GRADE NH 0 irvv�ar 6 J� I Nt 260 2660 P F /LEe 6LEN /ARBOR. ICE � \ ti � SEWzW AZ?00 :4'� SCALEe VE 1 *" 4'\ \ 235 SC.GLE':, /Z. AeZ77' /VOW /Z.("40'\ \ 7 NATURAL OROU/YD AT it 32 33 \ 34 35 4 260 WZY I n 11 RADIUS LENGTH R MARKS IT O ?.9 jo 0 V 1 �' "E. 73.48' S I 559 I I M Z I �.oEa Z -GC.47 , . 6 \� \ _SEE SHEET No. 12 `, i O W 0 ? N — — 3 - N LLJ T ' I �I 4- �3520"E h I I \ W U I o W w w N al e°3.49/. N m Q W N M ti I hl e' ✓. c. ,o i \ W Q i W s ,� � �I � I I �I N� NI N \ F 1''' Ad n p `h� (Q \ �� r � ✓ � �J.7 SUF30/ V /5' / OA/ I 130UN�AF? Y� I �I o'ct RICK ENGINEERING COMPANY JJ — I —'r G- _ PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS G - r E ` f � 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 �ti a 5J L)IRZZ i) I PRIVATE CONTRACT L - 677/1 J J\J J r 1 \ 1 0 , 1 SHEET COUNTY OF SAN DIEGO ' Q Q T, NJ, 1\�J. � � � � � J � /O ENGINEER DEPARTMENT SHEETS 1 GLEN /ARBOR OR /1/E PLANS FOR THE 1URWH WNT Alf.' &LAI A RBOR /.a? 111E COUNTY APPROVED CHANGES / N VULAGE AW UN /T NO. !Z BENCH MARK No. Description Approved By Date a Regfyn sled foj ADpr al Approved Descriptiono ST a - 4 ' ? - N PAN � CONC/QETE STEEL ( � / ._d Location: •5 MI zj N N' Y T Subdivision Engineer cp T un ngineer FE IqMV R1 1119. . Engineer of work Checked by Record From Gb g101 ? /VY &LCAAC11 LEI�ELS M ' IG /• 77j Datum: �`�J.Ci. i �./• Approval date ✓ ��� 2 .. ,. .� Elev: R. .E. Q!6 ZijAf4y FILE NO. PPOJFCT NO ffo-90 'PEPFECT'PROFU.E PLATE A RODNEY STOKES CO. r r o G A.C. DIKE G"A " .C, DIKE ° ' m F 93.10' d 91, 82' o 0 0 A.C DIKE _ r O Ci M pi 0 66.40' N INI O N U. � Oc U M � -/ N 41111 in t- in N N In M LO Al OC '' N to 11 � \\ N `� N %n o o �? E CURB GRADE N M + m U- 1 100' V CL//z/d /Nz, - /�E"C - -/" O B CAST 1,?ON VALVE l9 O " P.I. 300.67 'e -B' t ow SECrio y 10 o �eo r cat-ER N M -C >; CO 3 91 3Cl +IS.4 M � 844 O. DX /O CA.STL. ° '"f ZO � P/NG + t0 to to - �• �. + dB'aO.Irl sTL P /PE h O + 1-' O As TAR G9P6" r 305 _ - - -- " �''' _ I ED. ' to `y O & o /ya f1 /GH THPUST /TTEPFLY VALVE i U Z _ - N th D IN A O ul a ' _ N to O Z9Z.B9 + COLLAR �AZANCEXA.CP /PE 0 O O /• E• (`� I i I k A44PTER o ,, NATURAL GROUND AT �� M M _ __ M A.CaPf I 6 ACP /PE to 0 / to N )_ in t to l9 r TiPENC/1 BOTTO.ff ° t L0 _ _ i (v (: N N Q� (� N e4 I C� O 3'LONG FLAIWE 8 A.C. C0L1C PETE ANCHOR? BLOCK O `+ O— - - - - - �" C9 tQ N M N ✓ P /P ADAPTE.P W /Ty N N + to N O GRADE TH.PUST COLLA A UlO /STURBEO SDiL O N .. 4+ (TYP) SIDE VIEW to z 0 1 op W O N +' "'6�/2'EA. fACE Z$ / N O 0 . t 07 A.0 305 -- m M L F 84 q C � O \` N M -64 S/DEOFP /PE . � 0 T �„� Z \ 4 9 + TRENCH arcA/vc >_ — _ Q e N V BLOCK 1` 8 • H = \ / O M :_o::;. 1 4012 "EA. FACE QO M 4, �,� �� v I 2 0 4 SEL TIDN 2 EA. FACE EA PIPE SM OF or 6. TYPE 3/G INLE,SS STEEL j � ��- L -9 C, � �S —m M W CURB GRADE I v O 305 ° 8 "�� INVERT GRADE J mi m ( f ) d �,e$ ` CONCANCH.BLOCKSCHEDULE a N �' � e 1-C Lu N tU o INVERT GRADE ati CL - /SO 200 J N C 6 N Qh A 8 C D A B C D m 12" 21 - 39 12 '36 2/' S /S'• 9 dl PROFILE zj z�6ss WILLOWSPRING DRIVE o ' ' P �" @3 's 290 BUTTfRRY VALVE ASSEMBLY _ SCALE: HORIZ, 1' -40' VERT. 1 "= 4' ti No scAtE - O + 6i W M m N to 24 25 _ ZG 27 28 Z9 _ i 30 31 32 NO. DELTA OR BRG. RADIUS LENGTH REMARKS 6 "A. C. 011<'Z 4 = 14°.Is 770' I-q6J6 CU,aB d =6 °SS 40" O - f ' ) d =/2'/5'27" 770' /64.73' CUR r. = I :- l a %;:: «,•'jl� 1� p y I I � 6 "/.].C. /KE a = ` I / OG" 734' 3.13 � R=770L 93./0' ' CURB tQ r v:^ Ci 1. (� Qi I S oS f� v n� n d =7 °00 51" N R�' d 4 3 °3/'56" 738' 560.72' CU/?/3 T1 =770' �� Q /YO.PT// 33. 72' CURB /L= \' /NaPTbl 33.72' WATER w � S BO UNDARY I r � �+iIN h /� Y' 760' /od55' warER 51 M �� y e ®� d I - 77 5" A� d= 2! 54'20" 7�0' Z°JO.98' WATER W ��Q /V/ \ �4 �'h / ! d 9 3530 750' 125.55 Ito sewlea . N - o+ 0 '� /� �i� 18 ° /9'30" 760' 239.87' ¢'� SEWEQ - ��� Qa, / d 21'!'I" �' 86T g`QJ'EWER p (� �' \ 0/ , Q� / 4 /YORrh' 33-72 d = 3 ° 770' 44.57' CURB 7 18 ° 24'07" 760 244.07 Wd74R 76U' 1/6.54' WATER g r• °j"""' � d =7 ° /3'fB" 750 9 ' .4.53' �� \ �• 1 � N `� / 9 N. 423530 W ZU. 00 W-d7ew f Gnu R • ` \ 6 3 ``c 8 s / �/ N.77'S2'3�'W ZO.UO` WilTE/? / p . 9::� > E4$T 20 UO' Wd 76A T/ � r)� E E l, A C. "� �s LOT s t i � i t p. t� �EyE�,,�e a 5�� � % 4 �`� '�/��' EXIy a P e ` �\ N LOr 51 . 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D/A'E RODNEY STOKES CO. h Si h ELY. C8. I N j �O/l /4 /NQL I�Y�UN� N �� � AW. WC. d'7412' 2 8S I C8. PET. p \ h J \ h J 41 �1 h N NhS 1� ' 0 0 CS N 0 E'ZY. Cf3. 230 � v • n V N r. n1 "S o "� n1 R N N I'1 V h i \ 4210E FOQ F /N /Sf1 ti N t g ,( O N \l \N s B FiJ� W N�o F ,� ' � 4/ N Q _c4 V Nh N �' I N a: `/ /+ WL J. C��. `'7 I 1 //Vt�E/1T Q v I yhh� Q �o P. /.'2//48 1 \ 15r It C3Qa0E ` 90' VC. 290 ` v ,s0 v °op 9 ' V.C. V O op I'VVER7 \ `� h u N `• N p 41 N\ 1 �� F/Zil/>E h % N / 1 A I v eF ��s \ •.o h ^ �V ►� 1 4 �\ a p MNE/!T 6QdG3E \ � "� n n1 I h O 0 \ Q �S h 4 ►� n a `� N N 0 \ nQ Z �� Q Q vb~ a'� " N' � n 0 •, op ti K V W V xk �1 C? \ L au f N om' "o QI w � q 'P " N v 230 ¢� R 00 \ / v Q j �o� `a ~mac \ I I G/1d0E FO,Q F /rV /SN Q� \ � p � O \414j o �W 0 N L ,SU!?FdCE ON ac ¢4 .Q /W � N \ N N a/.?OF /L E: W /LLOWS/- �/? /Ncs m 6 N lIj N ,/ 32 33 3fi 37 36 39 ti N 4O N N o 23 e V. 0' C. t. / / / , ) IE= 224.00 � �4712' GLV C$ ?ET. r✓ J f l r 1) Jf J V �G J / .� CiS. RET. 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CuQ G' /.SO, ✓I / 6j w\ I Doc. 73- //9/S �1 0 J DAM, 5••3-73 4 a l PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS N .S7 ° �' ~ E '1� �' CU4� Pi s Z �//�' /� ✓' r J 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 9 /0 N.57°00'00 "E. /20.00 SEWEQ L 5' I � lJ (S,yy,�./,4,V•0.5 AO. �� . \ \ PRIVATE CONTRACT L - 6711 99 s wEa R 4 ll N.57 °00'00 "E. /¢0.00' aCWE/� N 5 5B GG m 4 1D l2 =/O // 300 S3.3d' SEWEQ V r u�NEET -22 p O a W o SHEET COUNTY R SAN DIEGO I w J S ) ¢ p ENGINEER DEPARTMENT S, LETS d =J/ °00'00" 304 -42 .68 rora/ - h PL�QA/S FAQ 771E /MAQOf/EMEIVT AF= / ^' /� -0 0'00 " oo "E 3 ? .00' j e ? } '� l WIL LOWSMIA16 /.CRIME !9 N. /G 0E. 67. C29' SEWEQ W /LLOINSP� /NG �R /1/E N. 7�J'0000 " W. 30,00 BEWE/1 d =2S ° 00'36" 5J2' 223.50' rWEQ A 7 N.S7'00'00 "E. 260.99 WATEl? 2(° N•- u'50 "W 30.9,9' 3EWE.P \W A pproved 20.00 //V V /LLAGE PARfI' UN/T NO. /? N. 3,3 ° 00'00 " W. W.4 MR COUNTY APPROVED CHANGES � \ BENCH MARK 27 N. /6 °DO 00 "E rt2.00' W.d7ZI? B'" A � d =dl °0000" 270' 207.5 W4MA7 /✓. /( /6.00' W,d7' " No. Description Ap proved Date / AN /'l COd/G4ETE $T N. "W. ?0.00' WdTE/? N.34'34Q3'W 8 A P PP Y Descri trop: ` 7S >,9' 0=15 N. 74 °00'00 "iV -� 43 W07r/? BM US D OF CORO W S/DE p • Re mme ed f r A //¢.GO' ��.00 Y✓4TF -Q 6 LY p o' Engineer aET/YEfA$7A.41#W.2L CURa AE T? $u division Egineer n T//RN O ''N// ENC /N /TAS BGI/O. Location: 3 ¢ 9 /ld /1J FE fiPO ?P Engineer of work Che C bi Record From: Wr f/ LEVELS T.M. N. N? "E ZtwT 39' Elw: �a Datum: uSrr <<iiS. /e /. �.� Approval dote FILE NO. MICRCfkJ460 NACROFIL PROJECT NO 50 e I 'PERFECT•PQ0FILE PLATE A ! RODNEY STOKES CO. I ! GR/aOE FOR TZ�P OF CURB N N ti N 260 AI ZY h � EX /Sr/NG CDIV 0- 265 v _ Q tl , 260 <9' �* % ti N N N / P/?OF /L ES EA/C �A / /TAS f3L ✓D. Exr s r 12 "w,a TER � EX /s T 30 WATER � I I 1Z5 /2G 127 Mod /P9 130 1 51 J3? C5 475 S o��� 474 475 476 i� 477 0 h �4 �,�`� 1 410x" 1 �\ ��°�` I� SHEE NO . ¢(08 ��(' 1 a o 11 °��"' �� IQQ M R '-4 SEE /�. P' 46 - \\� o�o' ' BO O °% I N � n ti 0 (Zk Ilk ul 2 ' - - -- Ex tA In X @< A l �1EX /ST O �J m\ v �\ \ t� t_ I �rS�`�c �i X40 � e J38 I R 1202 3? ` - 47aBr _ , tze : Z? 0O' � I r � / �� 2 90 � a- - X15 e' _ - / \\ � -- �EX /ST /NG TYPE '%a "/.J /KE TO �PEM.4 /�V`f.1ff s T•!�_� � - �R I _ - � i i z � 13 p�tN�/ Al. P. \ ' a ��Q k M 90 - Ilk O N EN 0. a ti RICK ENGINEERING COMPANY Ez� SrlNG P UN /r \� h W PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 50 R vi L LA S Z6,4 ig N �ER TM Q ° PRIVATE CONTRACT 711 COUNTY OF SAN DIEGO I$ \O ENGINEER DEPARTMENT S..cETS EMC /N /TAS /30ULEIIARD RIANS r6W Tf1E /MRAWVEMENTOF: ENCIA11TAS 131-VD. COUNTY APPROVED CHANGES /N 1 RAW UN /T NO. JZ BENCH MARK No. Description Approved By Date a RecomrryEndeat p val Approved /Q / Description: A2Z //�NP /A/ /d/CONGYIETE STEEL /J •a - .h A- ,l �teu'°"•' 9�id�9� ST / Y ,• Subdivision Engineer A5�f y Engineer 1. Location: gn /Y� LE ! From may l5ENw7 VELS ? Engineer o Checked by /' /� /+ T.M. Record Ill 41 7�� Datum: U.SC. �Yi.'s. Approval 3221 Z R.C.E. Q/ 2yM�y73 I FILE N0, PROJECT NO 0O 'PEPFECT'Peor•iEa PLATE A RODNEY STOKES CO. i I V H W 11 3 1 Y- 290 2$0 Ill Cq" 250 °> m 270 x o o � 270 _ EXIST, S ELY CURB GRADE ti — W r 260 i �j i 2% 250 PROFILE OF VILLAGE PARK WAY SCALE HORIZ Ill 40' VERT I' =40' 0 I 2 h� 3 4 5 6 7 8 9 10 II \� VJLLAGr U/\J AY'l J I 0 -VI 150 20,0001. �\ T5 PER VILLAGE PARK EN N M ' Ex%ST 1 4 R SHEET N0 O Za o � / / / �\ i,:..• .. I 463 RAIN QZy �� % 464 for N N olcr e to ¢sB --i -__ CT OLS 0. 25 ETA Ex IZ �Nr r IJ 3 1/ i/ Lu h�P \ VILLAGE PARK WAY Y l; J RICK ENGINEERING COMPANY g RE TIE \' 0 '� PLANNERS ARCHITECTS CIVIL ENGINEERS • LAND SURVEYORS 7 ' � 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110- TELEPHONE (714) 291 -0707 �.0 O lta S Tl1 A ; g40 , ' SHEET L - 6711 PRIVATE CONTRACT AXIS COUNTY OF SAN DIEGO 1 1 T pN �jMp P " I ENGINEER DEPARTMENT � e� g� \ \n t• A� 3� UN IT N,� I z-/o PLANS FOR THE IMPROVEMENT OF VILLAGE PARK WAY PRECISION \ COUNTY APPROVED CHANGES BENCH MARK ADJACENT TO VILLAGE PARK UNIT Ill 12 No. Description Approved By Date OCT �g r �r lanv� /w /NCnNC?ETE 97EEt �D9T Re m 'led f pr v N Approve . s Description: jf %.' Subdivision Engineer Tb7!/J' y En ineer Location: 9 WCROFILIVIEf) X *&rX F .qtr R•OFI it°. Dll.V �JW11,Z Y T.M Engineer of work Checked by Record From: 6 s f / r—?DG / //''!! /� I, 1p97�J �,�f,",j Approval date I 3 22ri0 — Elev: _Datum: R.0 r 94/Q ZAI~ 73 FILE NO. PPOJFC' NO 50 3ro 'PERFECT 'IRAMLE PLATE A RODNEY STOKES CO. W Clt O Z Uc N U � 3 r W Z CL s 300 to w 0 o FINISHED GRADE OVER S.D. 295 14 U d) 01: Q � Z 290 J 4 ti } V. 290 ti o I, 285 I I ��ti Q • �e 2 SO fi 309.00' PROFILE OF STORM DRAIN SCALE NORiz I " =20' vERr I" . ¢' C9 3 0' 2 p� LOT 558 ISO 1?,CP 4 / N66° 52'49 309.00' a p 2 a� // •� �— 'n tg N to Vj0/ 4R ride ° C ?4'� lit Sr S EF RICK ENGINEERING COMPANY PLANNERS ARCHITECTS • CIVI E 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (71 291 -0707 y / N � L NGINEERS LAND SURVEYORS � • E F r U sN , 3 • PRIVATE CONTRACT Z_ l e LOT 559 `? Be \�QJ SHEET COUNTY OF SAN DIEGO I ..... �Q 0 5 ENGINEER DEPARTMENT I I $HEFTS PLANS FOR THE IMPROVEMENT OF j ° STORM DRAIN ANACONDA L ANE IN VILLAGE PARK UNIT N° 2 COUNTY APPROVED CHANGES � ( BENCH MARK No. Description Approved By Date t i2 n IRON PIN IN CONCRETE FP R nn nded f Ap al Approved ..�,1 , ST O.0 t Q / Description: (r //J ECISION A 6 ��•. 9�1 072 Subdivision Engineer y�c T o Engineer Location. 0.5 U ALONG O SA TA Q(j FE OAb AC ROSS FROM P 1119552 P. Engi eer of work Checked by COUNTY �ENCN LEVELS // T. M. y{( w 1 oo Record From: �� E KL c e e . .v� Baal d No " "—_ "_ 111CV `_ Elev: 129.773 Datum: V. S .Ci. Q Q.S. Approval date 3? . R cE. 9416 z ti� �3 r FILE N0, PROJECT NO 5030 I 'PERFECT'caoraE PLATE A RODNEY STOKES CO. i I G / ?.d�E FU/? TO/� OF 5. W. S /ODE o 1 %4 Q .�► ti o° o f 0 ha � E. ti nQQ 0� P tiO4 285 p JB "RCP. Z4 " CL-/350-n 0. do CL• /350 0 280 fZC.R Cs� 0 °• C[ - /350 D 24 280 N Rl V Ai N NJ 275 W P�'t 0 275 cf' 4 ' 4 ' I I 3150' GS00' 232.77' 190.00' I PROFILE "A" I STORM DRAIN PROF /[E � N0. DELTA OR BRIG. RADIUS LENGTH REMARKS N s' "W. 65.Gb' 2 4 ",-1 i d= 34'25" 955' 202.60' 24 'RC..P, N 4B ` . *M'0 11 W. /90.00' 2424-,?e, . 45' 0O "W. dl SO' /6 "/7•C. N. E. '00 " a3 1. J�0' 1G "Q.C.R Q ` GLEN A913OR '1 mo o' s F A ;1 le s �. `rC' O 6 �is �O Fk O SEE S</EET— � 3 pROFIL J/ �• // \� 29f59.24 No. 17 � � hOOG�• h -� � ° Ox/ Q at 34' 69 SG �� �e -- RICK ENGINEERING COMPANY S'l PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS /,3UU/l/L7/.� F7 Y J �k�� Q� �'9'p�$,Q�i\s��, -O- 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 2910707 � I ' 7 OR PRIVATE CONTRACT I � L -6 711 O� EN /'' SHEET E p G COUNTY SAN DIEGO r18 i ENGINEE GEPARTrnENT Sr�LE7S e OPk 0 1J��" PLANS FOR THE /MPkO1 MENT OF d' R b Pti P X �1�� STORM DMA /W P , 0 VILL /N AGE MAY UN /T No 12 . /-1 /1//4 CON/.7 L /..! NE COUNTY APPROVED CHANGES (� r .� BENCH MARK nd r, �✓ / No. Description Approved By Date %2 " IRON, 0 1A1 A1C01WgZTE STEEL POST R om ed r Ap r vat Approved Description: I �R�LfS�fbN �Q n � QQ 9Ji3 /�d 0C 0072 J /JN �� fi �., Location: 0.5 M/. RUN N2Y. ALONG .4ANCN0 1.OA/TA ubdivision Engineer yto y Engineer FE M7040 ACM055 FFT0M, 1119- P Engineer of work Checked by Mi ,j s Record From: COUA/TY r6ENCN GE!/ELS RDel T.M. NIj R�F�LIV ED Elev: /29.773 Datum: U. S.C. fe G. S. .3�. �.�I " Approval dale R. .E. 416 Z H 7 FILE N0. PROJECT NO ^ •�O i 'PERFECT'naoru.E PLATE A RODNEY STOKES CO. i Q ! � 3 k v W �Q W� K VQ i V /.40' /. P7S Wl9 R y �� I I I o I. �,o I I o ®Z pByo I o I I 24 350 -D 2B5 /Y2Y CURB GRADE I $� ti "� 270 �� riZ N O W V p t.� ti� - '280 ^ W O 69./7' 46.24' V h ti 24" R.C.P. L° 0.80 a- /350 -'0 IN 275 /.40 °� /350' o CL D 24` RCP IN W PROA /LE "B" Pf?OF /LE "A " W W 9 570A' 4 /MA A PROAZZE � 270 SCALES (/ERT. /FOR /Z. MS. J2' nRP\a { i D ELTA BRIG. RADI LENGTH R MARKS N. WflTrw 30 NOTE: FOR STREET Al. �' /' ¢b•u' ?4 "R.C.P. SEE SHEET N0.7 3022 -12 � ER O I P - y 5 O CS v ES V Ot Q . k �� � IF o /' � �a Li � � � � 13 ` V y / \ _ RICK ENGINEERING COMPANY PLANNERS ARCHITECTS CIVIL ENGINEERS LAND SURVEYORS �\ 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 PRIVATE CONTRACT L -C 7 1 SU131D/V /S /C-/V SC?U/V/DAA::'� � �\ G0' v =IH 6'c E �� L to COUNTY SA DIEGO ENGINEER R N DE DEG Sn N Eft N p/�1 j ANA CO PYANS FOR Tf/E /MPhV!/EMEiVT Or STORM DRAW /N V /LL AGE P,�4Rif' UN /T NO. !Z S/IADOW GROVE W AY / COUNTY APPROVED CHANGES BENCH MARK a No. Description Ap B Date Re me! pr v Approve PRECISION � P PP Y Description: �2 " /�/ P/N /NCGWCNETE STEE[ r • 4 A: /g� A(G..«._ 9rllfly /R29r Q.C. 0072 Gt ` 17 " Subdivision Engineer y�p gineer f . Location: 5 A/ FE Engineer of work Checked by ITW MICROFIL Record From: // L6YEL . � .c>�j� Rl7.G MED Approval dale I� Elev: /Z9.TT3 Datum: US.CC la$. R.C.E. 416 I gj N9L73 I �G w e a FILE NO. 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X76* /ice 25. /9 rc .:cam � - � �� 6009 RCIO , A, // i \ N Af F I LIL \ � \� Ali NT U9 /S3 \ 1 0 FR DOC- No- 73- \ �/ /� w• 1 1 1 I 1 \ ti C /j I � I EWE biped C OLLAR / - . ,1 � � '�-- t--•- - u/ara/v�c — �rF���ravrcEr` � \ / A+W 1,8 4 SI ♦ZCYGT[ \ COUNTY Of SAN DHI*O ENGINEERING DEPARTMENT PRIVATE CONTRACT L-a 71 �i / i / ' 3HBET IS \ SHEETS �\ \� NS FO N IMPROVEMEN RT E S DRA I N ft COUNTY APPI1OM cw�ac3 KNCW �c I N VILL PARK UNI N o- 12 C O. X 9-11-73 ascription M � , VEftzmw Appewd PR MZOCATEO TYPEA - ( � AS B(YO. TO MEET EX /ST /NG l's..,l h� !' 21 ,,o Row EAST �,p . Location: iMH W_k0f IL ltk.D A OYCG•�... �! /)I . Er~ N work CM h ' Raoo►d From: AP ( Approval Date L . Elevation: Datum: W1 11100 9. RI R.C.E. f4 1i FILE NO. County use only J -5030.