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1792 •PERFECT•wsonu PLATE A 1 RODNEY STOKES CO. ( WORK TO BE DONE VILLAGE i THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS. THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE STANDARD IT � � � REFERENCE DRAWINGS. THE CO/✓STR!/CT /ON OF S /DEWAZff - - - - - - - - - - -- - - - - - Z/2 - 3l- - - - THE CONSTRUCTION OF A.C. PAVING - - - - - - - - - - - - - - - - - - " THE CONSTRUCTION OF TYPE "G" CURB1G' "CL //113FACE- - - - - THE INSTALLATION OF STREET SURVEY MONUMENTS - - - - - - 218;1219-1 - THE CONSTRUCTION OF STANDARD STREET NAME SIGN - - - - - 301 -2 - - - THE INSTALLATION OF STREET LIGHTS ' E1[EOT AS NOTE.O - _ 4 10-T - _ - _ _ � THE CONSTRUCTION OF V.C. SEWER MAIN - - - - - - - - - - - - - - - _. THE CONSTRUCTION OF P.C.C. STANDARD SEWER MANHOLE - -— �^ THE CONSTRUCTION OF V.C. SEWER LATERAL - THE CONSTRUCTION OF WING WALL - - - - - - - - - - - - - D -24 - — — — I THE CONSTRUCTION OF CURB INLET, TYPE "C" - - - - - - - D-7- - - - ---G'— �+ THE CONSTRUCTION OF CURB INLET, TYPE " B " - - - - - - - D - - - - - � - NOTE THE C0IYSTRUCFt0N OF CONCRETE ANCHOR S -27 C.M.P. Storm Drains shall be certified by the THE CONSTRUCTION OF CLEANOUT, TYPE "A'; - - - - - - - - D -11 - - - Developer or the Soils Enigineer to have a i wv 1 THE CONSTRUCTION OF CONCRETE LUG - - - - - - - - - - - D -12 - - - fiff y ear service e or ¢ pa rticular soil Y Y ric life f +h � tila � � �' �`�� � THE CONSTRUCTION OF CURB OUTLET- - and location shown on plans. This certificatibn shall be made pnor To the Installofion of the ! $ m THE CONSTRUCTION OF REDUCER - - - - - - - - - - - - - - - - - - - - StormDroins 1 �= ° c R , --------- - - - - -- --� � IV THE CONSTRUCTION OF CAP ASSEMBLY- - - f54! I THE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY - - - - - - - - - - - - - 1 THE INSTALLATION OF ACxACxF TEE W/ FLANGE VALVE- - - - - - -� li o �� / THE INSTALLATION OF BLOW -OFF OR MANUAL AIR RELEASE ASSEMBLY - - - -' rz) R �`,� / THE INSTALLATION OF COPPER WATER SERVICE- - - - - - - - - - - - - - --0 THE CONSTRUCTION OF A.C. WATER MAIN, CLASS 150 - - - -- - - - - - - i" 1j 9 TaE cn/lsrizucrin�v nF rraE ✓" ltirc�r - - --- - - V-15 - - Z ANE C THE GtJNSr/lL/G9Y!!N DF !Az&,exI- LHd /r rdAaPs_ _ _ _ _ _ _ _p ?5 7'I!O Cl1NSfAy1 /C97L/N LlF' Gl1NC ?ETE ENGOSEMEHT _ _ _ _ _3- SISp.CiTVJ_ _ TA/B LON57Sr1uLT /C1N Of' iJLL ,d.C• rEE_ _ gN4GANN e -- .— Tf/E ! 7 sreEErt /mar p �, l STANDARD REFERENCE DRAWINGS: 111 -3, 117 -1, D -4, 6-27, G- ?2,G,?3, 2 ?0-1, ?!9, 1Q0 -1 D-25 �LOto9vnry v ° STREET IMPROVEMENTS: Z12L? �301l- ? C ?/d D 7 OG1 f G -45, T -9 , 0-2 G'P3 , ??3 ! , I z Q � -ILI , , , Cal /! ! ELEI! S/ln NPLAN I �� SEWER: SEE THE GENERAL STANDARD SPECIFICATIONS FOR CONSTRUCTION OF SEWERS AND v^ r F //rElr/�7ANr W� ��� = �m APPURTENANCES FOR LEUCADIA COUNTY WATER DISTRICT. C IS4 A'EAk1OiE E+ /971 /N� i , LDLlJT /DN A ` rY77E 4 lVilr �� \ 5 • V��� t « i �` `� _ NOTE: SEE SHEET 2 FOR GENERAL NOTES AND SPECIFICATIONS. s��1r,�s�vnTEU �- %k' FEATMER TO v �1 g, NOTE: FOR EX I ST I NG 1 MPROV EMENTS SEE V 1 LLAGE PARK UN I T NO. /2- 7 3126 -2 [!N /T /4- /� XFZ7 £xrsr. Z "4C,/�AV /NsC -J \ 1 �4 "!'C.CS //JEkILIr �"�` �^' o \ _ T•M. 3226 -4 EX /ST l PAUN/J - $ \ p Cr LOL/NTY "WNEE ' LIMO )W-r \ v REQ'rs� s EE NO M, `� �� \ TL/E G!J/Vr,4A4Z ,P S11,,4L L G411YjW 7 W TD LIWO41'r 401-7S' SEGT /DN 6412 OY .9149= nvs",FrNpt 2 A.0 ovER 4 CLASS 3 AGGREGATE BASE ", .� M/r7'/Nl, A17Cr4lLL 411-?LAN SHLJ/Y /Nl, 7AW >!,N 4P A5A' &9. 1%e /J.QAC4Nl,, OYER 6" COMPACTED SUBGRADE AATERIA•L -` © sQE, 9Lll/> /N!, D.4llT,4/E/? P/70!//S /DNB rel ZZ W,4VC fY1o? )WA;AXZV PRDT£67' /!JN E'/VGIN /TAS fJllll�E'!/�J�P/7 f'�?Dti1 7"//E'.+��42.4.r7/J !>/'GA!/4N�' !,/TLIUN�J />UR' /M4 THE EXL.4Y./T /ON DF.91 /LSy 7t1 715 [174f ► 9!t 9•!/ 9.3rn 919 �� TRE'NL'N dl� T/�6'NG.�/E8 D.7 /Jl /.P /Nl, T!,/6 /� /PE ✓NBTAL LA7Y!!N T/�6'REJ.V. A +240,0 �oZ Tf/>S >>L <JN M1JST /36' PREPA.PE'lJ FD.�7ALL T.P�'�I(L/✓ES �' /YE F6'ET !>.P tiIEJ.Q6 INVCvr..4 .41gPRDVEv /3Y rAIC DlWNER RoV1.aR TD E'AGAY4T /4N, /F T.U£ RZ.4N 1 AWZ 1 .0 rAW SAl22,9 1 fYSr,00 EBT417Z 1.fA 7-7 EY snrEEr LrW,vr o '� /' EAS 4N �C nv R oi� T.�/�' GlJN8T.r7L /G7'/lJN a^AFE'TY D.4'�JE'R8 7'•�1E /�L.oiV .S//.4LL /9E P�PEPA.PE'/J gYA I L0,C47w1e71V _ s E \ � c REl,1STElIL'/J G /!i /L L7/? ST/71 /G77/1�AL 6NG /N6E/d.4T T.GIE GILVT.rTAGTIfRS I a= AV 6/D ('9b i9/ ea 9? i i'94 691 BlIIG 699 6h19 699 orle .56' EX/�ENS6, PL — 19OD –� — 2000 ENGiNiT.4s ® HDULEYAR!✓ 5' 3' iELEY. -f, WN I DN PLANSr 5' 1 5' LlJC47rlAV irrAOE i — - -� ' SZCW,C AS MOTEO ONLY \ ry, / / r � SLOPEASND AN A!A& 1 D (� 14 J / P4[� /Nl, PEPC�7L /NTY 4 "PC.C. S /DEJI�4Llf \ r TYPE A; "e'arl5 /O" wem P 1 AhlE r NY e f9 L _ YPE "!. "CL!?,olo 2 ' 3 CL/R9 F,41G' 2 "A.C. ovER 4 E .SEE NOrE QN 9,VEEr N! f t L /,Es? "CLASS 3 AGGREGATE BASE S086RADE MATERIAL h ILTrr „ COM /,4/E,PE4SY,Ddf7EE TO Clk/A/ENCE WO!?K ♦ S7',PEE7'NAME 3 /!.N c �Q Y /LLAI•E' PARK OVER 6 PACTED ON.sNY GI A200eA&W / r$ 3NOWNON T//ESE �( L4NST ?C /GT >DNDFST.PE6'T L /!•f/T f �'G E'ASANT L�Rl�YE' l7l/AlJ .oL,4W,T W /T.4! /N EX /ST /Nc5• COUNTYA71,01/T LEL /LA/J /A m ReNCNO € 0-A - W,4Y W /TN /N 60 /J,4YS .4fTE,O /39' U•4/YCE 10" CDNITRL/CT /DN 17f' f' /A?E 1,9 � � � William B. Rick s4 . , par. OFT,4/E CONST,QVCT /ON .r7E,QA•I/T.OND TO T �w /VN/ nn� 1f/.9Y ,oE/I8!/E s L/C11 WO,QK ,4CT/WZ ONE4/EG?Y #' M. N. lJ /s?EGT /DN Df 9Ell/L'R i'LOw F. M6INMAS — /IlOQ,�/,SL /,O/?ESPECT /[/E .4N/> /N/JEPEN.OENT OF �„ T Yp /C.9G ST�PE'E'T SE'CTIIIN ,ONY OrNEa W40R,<,d&56;C147E/J W!T!/ 7111S e 0 STQEET SL/>ZXCv MD1VZ6VZ',Vr �A�.�a'' °�� aANCI1n sANro FE RICK ENGI S - I E G N C O M PA N S 0Z'VCZO,o ",eN7" 061 !✓N4WII AIYCON77lL7L - 19Y- rNi" -SEA PLANNERS ARCHITECTS •CIVIL ENGINEERS •I ND RVEYORS N!1 SC,4ZX -~ EX /ST /KA/. �rJ /.C'EG7'IDN L9f XX*,C?f'L!!iW 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEN[ 14) 2910707 ,E `, — 100 STREET 3LOCK NO. PRIVATE CONTRACT - ,c11/CO CO,N,(.flC /NI /Y OLANA.DEACN SHEET fi1E�/ELO�E/?S. INC S / � COUNTY OF SAN D EGO — ENGINEER DEPARTMENT SH EETS A Pis RcD, ` I V/G /LAITY MAN PLANS F OR TN£ 1hfRfe7Y4C1V4 'NT 4f Nn sc�LE viLGo4e4C pAoW uN rr NYAf SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES — BENCH MARK 9,4N0/EliL7 4=N7'Yf'LDDIJ 41NrR"Z /2 /ST,Q /CT Z411.44,01,4 L4!'NTY XXrCR VISTR/GT UYBN11,41N MUNICIPAL /WATE'R/0ISTR /CT 1 R .d P al _� Approve — � . N.. Description Approved B Def. „ Description: C. ✓. f,/DllSON - /1 /,PECTd,POF /7EP/J,PTMENT !>F !f//1TEi? !f!L'II�PA'S A. °PRlIY,4L Location: ' _ Subdivision Engin.er Count En IN p l.�ri 9EYfr✓L'R A/'PRDI/6/�= A/'Prorso f. 9YZ C CNS1N6'£R /N�' P Enginnr of work Checked by SAN >TAT /!!N j�F1004 edA1rA'DL T•N,, E yineers >oi /Ae Disfiic} Record From: COUNTY BENCH LEVELS P ' 1? ?Ir Yp NAG G� /ay �a 7 129..773 oe►am: U .S.0 8 GS 3tZ6 / l l ' - C�L7 { >�B' /8 u , Et.r: APPQ�(L 9Y TE r?E'G,IE'Ti/.PY AY,4N l,E.? /�ATB Lt E: /5d?s '0-o 1,12, N' AS BUILT GJ sJ�s FILE NO. PROJECT NO__ •PERfECT•raorac PLAT[ A RODNEY STOKES CO. a SE1wER LA?'EORAL TAj3L E GENERAL NOTES SPECIAL NOTE WATER NOTE MN LOr Aw/oz4f zvlor// z4ff" Cl1.PB $rA ,PEH, 1 etw MA 1. A) LOCATION 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. N! N! sf;Ir/DN 4 /N CR Cv �d►ELtI/Y ENGr ELEI/ 4) SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY pl. DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO PROVIDE BLOW -OFF WHERE SHOWN. 0 23058 1�LEASAN7'l,P0l/E A?ll 6B8 P 223.9 217.0 B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDER - ALL LOCAL, STATE AND FEDERAL. SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. aNZESSnrv�awissNnTE/� �n/vNE 727 E-xls7Yi'/ss' 293.0 1 ' nn COB92 2/9.4 772.J 6' ZB' 728/ / 1460 GROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS SPECIFICATIONS AMINS f"ZZ /3B AfA:;P ' /9/ZY. TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING 690/2 114.4 216.7 6' 28' 222.7 Z FACILITIES. I. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TIME AND DURATION OF SHUT DOWN OF EXISTING MAINS I 2 2'IZ94 TO THE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE SPECIAL SHALL BE APPROVED BY THE OLIVENHAIN MUNICIPAL. 69IR 208.6 Zll.3 6' 28' 2173 2492 C) BEFORE EXCAVATING FOR THIS CONTRACT VERIFY LOCATION OF UNDERGROUND UTIL PROVISIONS F03 THE IMPROVEMENT OF SUBDIVISION STREETS. (SEE NOTE THIS WATER DISTRICT. (TIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUC- SHEET). 692/2 203.9 205.9 49 ' 28 2B' z0 z e77 3 TURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. PROVIDE FIRE HYDRANTS AT LOCATIONS DESIGNATED BY 6932 198.4 20/5 6' s 4 TO THE BEST OF OUR KNOWLEDGE THERE ARE,NO OTHER EXISTING UTILITIES EXCEPT AS 2 ALL UNDERGROUND UTILITIES AND LATERAL SERVICES SHALL BE INSTALLED BEFORE FIRE DISTRICT. 694 2 /93.0 /95.9 6' 28' Z411 9 4 SHOWN ON THESE PLANS., CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF THE STREETS. 2 4 192'45 A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT f 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- 695,0 1879 /69.7 6 28 , 195,7 5+156 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 499619 1929 . 184.9 6' 28' 190.3 6 SHOWN ON THESE PLANS. OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWING POSSIBLE. 697 2 1779 179.9 6' 28' 185.3 6+66 201 -47, 305 -3T, 306-1. 7f 3 4294V 174.M E) CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 8 ELECTRIC COMPANY PRIOR TO CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM 609192 173.2 175-1 6' 28' 181.3 7155 STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH 4. THE STRUCTURAL SECTION WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STAN- THE CALIFORNIA DIVISION INDUSTRIAL SAFETY FOR 69912 /717.3 171.7 6' Z8' 177,7 B EXT. 1658 DARDS AND AS DETERMINED BY THE MATERIALS LABORATORY. ALL TRENCH WORK WHERE FACILITIES ARE TO BE CON- 8/67.50 ` COMPANY REPRESENTATIVES. TELEPHONE: 232 -4252, STRUCTED FOR OR TO BE TURNED OVER TO THE OLIVEN- 4 /68./2 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 M49 L 168.3 171.3 7' 173.3 / "3/ )ev ELZZT WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START 7D1 L 16 169,7 6' 60' 1757 ? {37 REPRESENTATIVES, TELEPHONE: 298 -0595 SEWER OF WORK. 7292Z /69.5 17 7' 7Z' 1757 Z G) CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL .WATER DISTRICT PRIOR 703E 1096 17nn (o' !09' 17(0.0 2 ,1 47 TO STARTING NORK NEAR DISTRICT FACILITIES AND SHAD. COORDINATE HIS WORK SEWER MAINS AND LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE LEUCADIA COUNTY �2- ,_x4A�ARD SPED G�}70A5 PGR 0c_/✓ Nl1A1N 3 0 174.26 TD`Y N1i00/J WAY WITH DISTRICT REPRESENTATIVES. WATER DISTRICT SPECIFICATIONS AND STANDARD DETAILS FOR SEWER CONSTRUCTION. �, ^N' Tf/E � 0B 4 -ham ` M, ES. 7Lk�2 /749.3 177 6 6' 28' less 0 "70 COMPACTION OVER AND AROUND PIPES IN EASEMENTS TO BE 90% MINIMUM RELATIVE COM- 7052 17 9 74 179.1 6' 2B' 184 / 17,25 H) CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS 7062 /77.4 /76.7 6' 26' 1 84 7 / "BO PRIOR TO STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE HIS PACTION. 7072 17e. / 79.P 6' 28' 16L4'2 2 {35 WORK WITH DISTRICT REPRESENTATIVES. TELEPHONE: 753 -0155 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 48" (INCH) MINIMUM COVER Me,0 178.5 179.8 6' 29' 1858 27 i 2. "AS CONSTRUCTED" WATER LATERAL LOCATION SHALL BE SHOWN AND COMPLETED ON 6 3 +5000 J7 THESE ORIGINAL PLANS PRIOR TO "NOTICE OF COMPLETION" (SEE SPECIFICATIONS TH 7092 1 7 7 9. 9.3 /81.4 6' 28' 197,4 4f ON THIS SHEET). ALL MAINS AND LATERALS SHALL BE TESTED BY AIR TEST METHOD IN ACCORDANCE W/ L. C.W. D. 7JlJR /82.7 1e4.3 6' 2,9' 190.3 4 "2J SEWER SPECIFICATIONS AFTER INSTALLATION OF ALL OTHER UT IL ITIES. 711,0 /8.1 /86.3 6' 26' 194.3 4/8/0 ! 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 7122 /B9 1r 192.9 G' 28' 198. 7 MENT'! FOR EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY. BY A 4" V.C.P. AND EACH BUILDING UNIT SHALL BE SERVED BY A 6" V.C.P. LATERAL 7 5"59 75 189.49 ' 4. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND SET AT A MINIMUM GRADE OF 2% WITH A MINIMUM DROP TO MAIN OF 0.3' (FOOT) AND AT 7 /3/Z 199 9 1977 6' 29' 203.7 6 ,, 17 INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE AN INVERT DEPTH OF 6' (FEET) BELOW TOP OF CURB UNLESS OTHERWISE APPROVED BY THE 71412 .9 202,8 6' 26' 208.3 6 ,,88 PACIFIC TELEPHONE COMPANY. LEUCADIA COUNTY WATER DISTRICT. SEE PLANS FOR SIZE. 7151` 203.5 207.1 6' 28' 213.1 7 449 THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. 7!6/1 203.3 11. 6' 28' 217.7 8 i 5. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE 71711 213.9 2171 2 6' 57' 229.0 8, + "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES, GAS THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR TO BACK FILLING 71812 214.4 21 6' 76' 2z6-/ e,1BB 1 1 PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS 8 ELECTRIC COMPANY. OVER ANY WYE'S. 7/92 214.8 219.4 6' 73' 226 87,5193 ( -. 6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. 720 21-5.2 219.4 co 5s' 219.4 B ,1 9B AGENCIES, ADVISE THEM OF THE ,PROPOSED IMPROVEMENTS, AND BEAR THE COST B s , .Fo 216.85 OF RELOCATION 70 AN UNDERGROUND /NSTALLA NO REVI SIONS SHALL BE MADE IN THESE PLANS WITHOUT THE APPROVAL OF THE L.C.W. D. 72/1_ 194.4 19B. / 6 ` 28' Zal.2 G ,1Z4 7. CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS IN ENGINEER. 722E 169.9 /94.0 6' 28' zoo 5 "65 ADVANCE OF SEWER CONSTRUCTION SO THAT INSPECTION CAN BE PROVIDED. APPROVAL OF THIS PLAN BY THE L.C. W.D. DOES NOT CONSTITUTE A REPRESENTATION ON 723E /80.2 /88 8 49 "99 ZB' 194 e d THE ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDER- 724E 182.9 /84.49 6' 29' 19ao 4127 8. ALL ROCK SLOPE PROTECT /ON S114ZL CONFORM TO STATE SPEC'' GROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMI OF THIS PROJECT . 715E 179. /8/. G 6' 28' 1 &76 9 "493 SECTION 72 OF .111NL/ARY 1973 STANDARD SPEC IFICATIONS OF L . C. W . D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE 7Z6L 7&. - 'r /�9 7 28' 1857 1 727E 1'77-f- /78.e C 6' 28' 199.9 /7,9/ 9. SITE !,'111!/71/' /l 0001JP1J1Nl,' TlJ 4:rZ1.71N17 PL.01'/ 120,1111 IAIZ,6' L - DISTRI OFFICE. 728E 179. 180.9 6' Z9' 186.9 4 "493 ALL CONCRETE TESTING REWIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE 729E /84.7 /86./ 6' 28' 192.1 GtpO hl I&/- 2-479 9NiJLL 138 l,ZA9B/, Tl1 P.t�6//6NT />IINZJ /1' /! LJf lf/�TE.C� CONTRACTOR. 730E /89.7 /9/.5 6' 28' /971 5 "34 731z 194.9 197.9 6' 2<9 20.19 4 "69 JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT. 732E 2110.3 202 9 6 28' 202.3 4 "D2 1/. A PERMIT SHALL BE ACQUIRED FROM THE C6Y11VTY ENGINEER FOR 733. 205.6 207.7 6' 29' 2/3.7 .3136 ANY EXCAVATION W /THIN TIVE EXISTING 9109T OF WAY ALL PIPES SHALL HAVE 4-INCH (MIN.) CRUSHED ROCK BEDDING, SHOWN ON L . C. W . D. STD. 79¢1_ 211. J 213./ 6 2B' 219. J 2 "70 DRAWING 5 -12. INSP SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 735E f/9, 4f 22/.0 ,I,' 28' 227.0 /7,74 12. CAUTION IN LOCATION OF UNDERGROUND STREET LIGHT SERVICE 7361_ ?9/ ZZ3, 9 6' 26' 229.9 /40 LINES SHOWN ON THIS AS BUILT' PLAN WERE OBTAINED FROM BACKFILL NOTE: WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUB- 737E 225.6 228.8 6' 28' 234.8 0 "79 MITTED TO THE DISTRICT INSPECTOR BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT UNDATED PLANS PROVIDED BY THE ELECTRICAL CONTRACTOR. TRENCH BACKFILL WAS COMPACTED PER DISTRICT SPECIFICATIONS. THE LOCATION OF SERVICE LINES SHOWN HEREON IS NOT THE RESULT OF A FIELD SURVEY PREPARED BY THE ENGINEER OF WORK, AND THE EXACT LOCATION IS UNKNOWN, EXTREME CAUTION WATER ! SHOULD BE USED WHEN EXCAVATING IN ANY AREA THAT MAY WATER MAINS AND LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS AND SPECIFICATIONS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTAIN UNDERGROUND STREET LIGHT SERVICES. ALL WATER MAINS SHALL BE CONSTRUCTEb WITH TOP OF PIPE 48" (INCHES) BELOW ¢ FINISH STREET GRADE EXCEPT WHERE TOP OF PIPE ELEVATIONS ARE SHOWN ON THE PLANS TO i INDICATE OTHERWISE. I A ONE INCH (1 WATER SERVICE IS REQUIRED FOR EACH LOT IN THIS SUBDIVISION. I WATER METERS TO BE LOCATED BACK OF CURB. I i RICK ENGINEERING COMPANY PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 2910707 f PRIVATE CONTRACT STET COUNTY SAN DIEGO I 7 I !r ENGINEE DEPARTMENT SHEUETS PL ANB PDR THE //Y/PRt7liE/1'/E/VT !JF' 1 L' P34W ZIN /T NY Af COUNTY APPROVED CHANGES BENCH MARK Ne, Deceri pNen Approved By Dab n I R n clod f p rc Appro: 1 _ (N N' Y (W RAN + SdN T d ubdivision Engineer 1.e.fi.�• County Engineer - Engi fr f work Checked by T. M. Record From- NTY BENCH LEVELS ��s, MICROFILMED 9 ZZ 6 'S Approval date ` Elw: 129.773 Datum: U. S. C. 8 G. S. I 9416 7(49 I AS BUILT' FILE NO. r 5033 PROJECT NO,___ 'PERFECT•PRMILE PLATE A RODNEY STOKES CO. �� NOTE 2 . I 3n �sOn� Z �� ° ST,4UCTU,9E N -° 9 HAS « I BEEN EL 11W/N<1 TED. RI 1 Z E � Is 8.0 + rez�z5 '1f/ZIVCz /.PB!,P.4DE' o I °° ° °v o I, Q 190 ��,�, ���$� \_ �� 1749 I, "M �� e� 6s g - a `���� ��1 h ' �, � L o �� NZ Y pl \ ►: a �I r� �j Q 0 D1 N (.{� V S O -p �SQy i j :Q IN Sh a 180 �I " h t�`. 6s �� v� x U ° h NLY MC \^ x h k ' 83 30 ;��� h 71 ENCASEMENT I r � �•E �O7% CP 8 �, 4 a /sn ti SEAL OUTLET ON Q NE. END AND PROVIDE \ it PERiW,4NENT ZP./ /YQ CONNECT /ON ON S' 254 SIDE OF EXIST. 6'0. N W /06.00' 46.74' /'33.26' SOo. /3' \ 'r F /N /S,�! Sl //7/ALEll1.4/�E ON >�` I E.tT F /N /9f/ �SY /PALE'! ?.ICE' pN �\ J7n EXIST. 306' \ \ I \ N v ZDO 0 ,gz9r1L C= ZN 111 IBS' 16llllLL"1/W a 143 " /4� 145 /46 /47 146 149 /5D F /5/ F 9SW"ZzW7' 152 153 154 155 a N l SEE eATrT NQ 7 NJ l e - n f-- /D'SElYE2 EASE / SEE SHT. N9 7 V ` ^ 9/ •V � 690 693 694 OiPA /NAGE PLAN d' PlTOf /LE � k � i I�� I 688 6B9 690 ro 695 696 697 696 699 720 \\ E 7221 -� = \� I I ' �. I I\ j Q O o� 0 5E o IE. A IVOYE EX /ST. TEMP. v I 0 V N �' \ P I W Z E\ I ti V O C I W W 1 c, \ p l V L � � � `� O I m �I Iv I . I� Lj �I�a l� I 24' C.t1P., CUPTA /N HlALL Iq °) O I V I M L> > �� I J x mv� I� N ��oaly y 1 ml"� \ ^ Q I � , I� I �O � I h V ELeow ¢' .PIP.�P.9P HIV a\� ill - -�_ -I ti tiIC ��� �N vv� EASEMENT - h c,C o �` II'SIiI I` - 'I xlc �xc S /DE 3 hl�n I z a �Errs..�n ,F III V V l 0 SEE SHT. N -G I I I a II Wi7LK Off. MI p���PMOF /LE 4, W 1 � W 7 —ft R fA/O STT P ' RAN .. Y/ i E A MOM — EX/5 r TIN! EIVrh N F/OAI�i! E — - — �96'L7.' 14 `/ — 1i5 — 146 a$ / 7 45 y � I I V aS \ EX /ST /N!,' / ? "N - - ;% � �� 1 � �`� k l I ?E DP/�E/7 ✓L /LY9, /97 I L J j 1 1 ENG /N /TAS 19V Y17 4SAN Z 3 2 97 -- M4rewxA!!J.)PE'?QS. D a I AM 4040 S111 p� y% c 41 FGLP B" SEINER PLAN 1 AND ZWOFC1E SEE S,vr" RICK ENGINEERING COMPANY PLANNERS ARCHITECTS - CIVIL ENGINEERS • LAND SURVEYORS 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 PRIVATE CONTRACT SHEET COUNTY OF SAN DIEGO 1 'f A R TH R MARilS .� ENCi JFFR OFE RTM NT E / D 43 1155• I7 ZVI PLANS FlIg TA/E 11P7, Df E'NG /N /TAS �312L /LE"Y.9�'/J i COUNTY APPROVED CHANGES I N YIZZ,446' C°4WIf L /N /T N-° /5 BENCH MARK 0 — rJ�nded A p al Approve No. Description Approved By Date R m %? "/RCIN/'!N /NLONC,PETE', STEEL /�1157'OL' -2X/72 r / / Descri Subdivision Engineer County Engineer I Location: D M/L UNN 4EPLYALON� QANGIALI SANTA A'EAMP AL.t'w FSQ'DM OR ///9.T.SZ -P Engineer of work Checked by T.M. � Record From: LDL/'VTY/JENG/+'LEl/ELS Elev' / ?9.773 Datum: u. 9.G G.S. (Approv I date 3226 - 5 . c 'AS BUILT' w r /�s/ I - FILE NO. I I P a 0 I ECT NO SL /J 3 'PEPFECT'PAOFlLE 7 PLATE A RODNEY STOKES CO. 2429 c u N " ' N"1_ Y y �� �" ° TnP n�/v� Y CLIrPI� L;lP,9/�E' Q� 09756' N L y ' 23n 3 cuc�� PET moo .c TLJP DF NLY L,°LIPf_3 l,',PAIJ6' I ; cuPa ErV L•��e9 �E . N y �w M � 6/✓r \ � Q *1 G �79,4 //G\ ti �\ c 2 v 240 'c �k c M, ti. - �_ 19a c h I gn h P F fi s a a Jj B h W � '\ V• M � � �c �' c> O � •• C `'�' �Q ti J 'tee x N. AM MC N N N � , ' �� S'LY �< c � I � TDl'OFSLYLL /,Q/3o;,P�I/JE �> 6�a ,� ,, � \ ` I \ Too ;0e 0 .y \ f su /"ASS L ✓ \ 170 L= 514 ' � P \ \ � .419w, j TYPE 11 6' \ oY , QLIf�LE 'PL�'�93,4NTL„Qlll/�'�4llA�J \ � scALE: roe / "- ¢n' S'LY I p '7' V S - 77. 90' ON CURB 16 /8 3 08 0 / � 170 411 4frileN /BATA (ryl�ICAL) o =9a °nn'nn" � SEE S.yT NQ .S / =4z/2 ) � 737 736 a 735 � 734 733 732 a 731 734 a 7 ?9 ° 728 Q `� �i \ y\ �, �► �i c M a m M c�, I e I I � � c N c o w �" V I I CI�I 41V C � C� ti w �-o eN `� \� �� \ Ewa :.',.',:•,,.: • :,.;.•..: •:: 2 7 2t4 I PEiY1 [/E /dL/C It ! ' ' ✓ q (1 .. Ct1rYrYTlI EC 8"VC/' 2 �t ` L �' 9C.N — l7SW-120 V $�r� • 2 w�cco �n�2� � w •�;: '::• „ .:�•: ..:... •: � .. �'`�° •• � �� xis ST A 4L1 1 y� H3 B I� -- - - -\ S.P, v $P. R S.P. e - - - � - -- S.P I Q �gss� y h M o h h, i ,� Ilk FII�PE.f /91' /'NPPOI/E_� Z 1 y� : I W�VI ' zn �, —4� I • y I � �(CI C C � � x s4 w N ti� w 3 'k, h m y I �a•I �. x ,. h a F a -- NQ /2 a /n' �2' a I "� til �I `� �, , �I NOTE.' SEE S//EET NO.6 f 7 4/ \\ FOR STORM ORA /N /MP. \L� \ e ti 3 h o <3� `� h ti h m N W �- 688 � 669 690 ti 69/ M 692 693 Q 694 695 h 696 697 �'` 698 6, 9 I \ Q %� W1ZLlIly9PW1NW Ole � o NO. DELTA OR BRG. RADIUS LENGTH REMARKS RICK ENGINEERING COMPANY 1 21 N. 3.730 777. 64/.6/' GL //Z/3 �� 9 � FDh'CDrVTINI/,4T /OrV PLANNERS • ARCHITECTS CIVIL ENGINEERS • LAND SURVEYORS rf/ �4 °3D 43 "w 31.70' GU.P/3 OFSEff/E,PSE6 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 4 11,,PB PZ,ACASANT e.Rz)x4c RegA19 PRIVATE CONTRACT 40' 341180' SHEET COUNTY OF SAN DIEGO ENGINEER DEPARTMENT � 7 ' SHEETS 8 0= 99 30' Jl.4l' LLIA 9 WS4 "if/ ?/>.60' 9E' wE,e PLANS /M1- . NT e7r X1 94" . 241.52' s E U/ EC' l'L �'A ANT !'RIJY�' )&,40 ! /V YV °3l1'43"Gf! 24155' 9.rM1Z''A / //Svo 3n'43"w / 700' SLk/L',Q /N V IZZ4 £ 1- UN /T NQ /5 41!34 °31 "W 7[98. k/ 242,1 COUNTY APPROVED CHANGES BENCH MARK R co m ed f o . App ed Description Approved By Date Description: /r Y " /�n�'� /N //VCIJNLQETE, S7EEL nW7 p to I �3¢ °3n43Nw. 74n.L�' rV34 ° 30'43 "W /35.00' DC -Ol�7Z Location: n9M /LE ,C�!/N NnPr/l6QLV AInt/!F EAN S�bdivi :ion Engine �j Cou my Engineer 9/ �W7WAwA,W,47ACE08SOoP //1933? -R Enginp4vokwork Checked by ! T.M. Record From: 44L/N7v✓4ENC//LEl/EL8 ­ S' }� AS BUILT Elev: /'1 9.77-1 Datum: U.S.C. A'e".f. Approve! date 322G lt/ t at h C.. 9418 7� I VGT 2 1974 JUN 101W FILE N0. i �� • MICROFILMED PROJECT NO. f ; _��iR I I •PERFECT'Paorae , PLATE A RODNEY STOKES CO. I 230 aD W Ln— / ��, �,WLY c NATURAL GROUND �r \ m / o W I AT �. / �\ / `° " 220 8 o \ / N c , v T�IP/If SLY L'U�f� Li.PAlJ6 4n'YC. \ C) m 1 \\ O m M N o p 61 - �� =?34s \ �W p� - I o a i \ o m inn "° m — '�i z t o 19Q M / \� �� _ m — MI� � ' .., d N \ N m \ 230 Ri v O mh rA± N c O ti aj til O SAN r � /� h =��- W �\ zoo Kc. - > Ol 180 > le• R,c v / w p h / / Z20 � I 0 C / � � � N f' � �5'(• / /� � it/A./I, y`GA/'AS9Lj' $ / to �` Z;,PA�J6 / " O W to i d o in / _— / I f y j E. 226.85 /, 190 00 ��'° Q cy t3 a p 1 N m m _ — / �\m `� IVA 7,71"" !,/,'011rt//.JC��` M to 9� °l yy Ir o no 0 o� _ p I.0'l. � �"OO g' V,C Q 0) , 1 / // /I/V v�� - ,� ° I° Y f 2 �,�I X ° M J a - - -- _— _ - - -�_ r,�c� a M� . �� ah 1 230 180 1 E 0 _ T - - - -- v M � ' - SEMEN ° N �� ��0 —� -400 8 V,C,P (� I,0 °lo Cv NQ "C roQ "C ly0 "� ELY La W La s{I W Z or O C 22 0 11 0 � � _ _ �, � m $ � TL'J�IIF'�'LYGU•Pl.��;llAlJ�' L= 6.69 L =4 ?.4B' L= /59.74' - - 40' VIC, •, N N in / nNL'�i lJNLL/ B in } 6t O 6_1 D= B °3s'ZJ` D °S / °111!9 MoD,3 o M N O O D =3J °?949 "� o� VC • l9 O M N in M 4 m G- 4n°?9 ?n" I90 a O p o m %6 N v kv ki to F A O N Ip ^Q N — _ — \ ELY LI ! 2 3 4 5 6 7 8 9 NO. DELTA OR BRG. RADIUS LENGTH REMARKS /JELTAL7,PfT?l,. RA/J /L /S LENl,Tf1 .?E�L1lJ�P/fS i l ZI J =.39 °/736" ZBZ' 193, 42 GL/Ai3 57861' I k 4 d ZW;o 3B' 159.7G' L' IAW 5 CP f 19 0 17 1 ,F6 7 s n =6n °s '4i" n' 42.48' Gu/t/3 9 n '� 73� p,�m 9 �t!55 °Z9 %7 "E. /2536' S6'lf/EPg" G A w ° mil $ \��, h D.39 °/7'56" ewl Z 3115.77 9,=rW P t i N- /6 °/!' /'Z' B.B7 S A/z �(J�N �� ` �� � D �,� O a + 96 P 6 , 10 360.25 S6Y�/6� " s, 0�1f E� O 2� '.•..; J .... \\ 8 0 f � ID y2 E CURB -(i 0" =39 °1756" 3/D' 21263' s176.� B':lC..° ! �, W' • IPE ky U NOTE.' SEE SAIL NO. 6 9 A C ORD E r U M AnAS, FOR STORK ORA /N //YIP. Ar ✓ w s- S P ' 'r va 4 y I y I/ / 0 �k. Q o / A s A�3 /tee• 'K ' of S g S 1 1 1 go 717 RICK ENGINEERING COMPANY Sr r a' /lI C, `�J / PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS / /� '� x ✓ w 5620 FRIARS ROAD. SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 ��� �,/ / • 2 • + b1 1 Q PRIVATE CONTRACT i SHEET COUNTY OF SAN DIEGO 7� X A ENGINEER DEPARTMENT —_ of Q, F S. � N r4lWNW0012 WW j / ti h A `v /j //V Y/LL,44C A4AIV Llil/ /7' N° 15 �A� COUNTY APPROVED CHANGES /� (n• W BENCH MARK Re m ed f Ap r Approv r Q1 9 h tI' No. Description Approved By Date Description �1' /�nNP /N /NGn/1L PETE, hR CISION ¢ C OC M�J vi ng �r(�'� p s T6BGi°D9rl{Cnn7Z l 4 AVIV �U `J8� ���" �`V N ubdivision Engineer County Engineer Location: n.5M /LE.QL/NNn.P E.PL✓/1LONlsJ04%4.79ANPA i $ Qj n w fE enA.9 AG.i?OS9 r0d9M.Pp 1119 Engine or Checked by T.M. MICROFIL'VIED 7�lJ C Vl 7�8 .3226-5 Record From: LnL/NTYBENGNLEYELS ti 7277 Elev: 1?9773 Datum: 'LS`>4`s Approval date sl,av `AS BUILT' ��,. � 94/6 /6 �� (IC} K 11 i. FILE NO. I RoI r NO._`nJO 'PERFECT•naonLa PLATE A + RODNEY STOKES CO. I I I C p Z W O � N C1 y a, z Z Q L727 W 3 3 4G OT 0 N W °t FINISHED PAD !B ~ Z OVER S. D. � b a `n a tj i O W — 0 g ± �� J 0 190 z w LU o Ic,O w �GRAbED SLOPE TOP OF CURB cQ w in a 1 ~ . _ OVER S.D. w+ 0C CO `O U �� . ORIGINAL GROUNO U O N Cft J= t o ` 'LLi M I t LZ t SO 1.44 6 3' \ o Nv/Ty 0 z Ln of z 1 m i 180 /&'FO'OC /35p D 9 FINISHED SURFACE 40 1' m Jf�ipj Q `b OVER S.D. I � GAGE 1 cn ROCK SLOPE PROTECTION ` . 4j "V CR. • , I 2' N /LAS' 3 4 y` 25' 5o'vc. Q G' FILTER MAT. ' (CLASS 1, 2, OR 3 AGGREGATE SUBBASE) @/. 3 �,3 -� a 0 24 "Ip� p (135 d - )� � �ftl m n I ' S to 170 92.39 ♦ a / 1p �9L2 24 rr d 1 �� 9 �3 RCP W �^ J, 4C In /�0 OUT Q. STORM DRAIN PROFILE ,6 �, — �a y �, o � STORM DRAIN PROFILE SCALE: HOPIZ 1' =40' VERT 1 "s 4' \�• 120 SCALE. HORIZ I " =40' VERT 1" =4' i 1 , I I I I I ' NOTE: LJf 7'JJ I FOR IMPROVEMENTS IN . y ENCINITAS 5OULEVARD WING TYPE HEADWALL ' T� SEE SHEET N? 5 — PER STO DWG. D -24 Pad 1,50 �O LO 72 ~yCo' of I 10' S.R EASEMENT W 3 O ta LJr 7.3 3 , 1 +43.25 4. CLEANOU j 154 I I. (....' .• '.. ...... \�� —. E I l ;' "" J Id x 15 SELECT ROCK SLOPE 16" RC.P. 10 16 TYPE A-4 STRUCT. N_ 2 PROTECTION. LIGHT CLASS � INLET MLTH. 'b' 2' THICK f TYPE "J" STRUCT. M° I - - - -- m I MST. - f8.43' t / dJ 5 '27 "W (R) 135.0 �_ J = 154 +50 48 C.M.P. %� IT) c �' {. TYPE "A•5 DROP CLEANOUT / m 0 d) S , STRUCT. H _ 12 I— I I 5 /' L o c a /'. /• Z en LU 155 } I � p C k> {: ul 0450 t CURB IN LET TYPE "B- I " L =20' 6I 1' I E� ✓/ ,a STRUCT. N _ 3 . , � I I to PLEASANT GROVE Ln 8 "vC - — _ _ _N,z °� �� CURB INLET II ROAD 8" A .C.P. �p - WATER LINE " 42 " R ���_ — TYPE 8 " STRUCTURE N_ 5 f E ? S2�' Nk b " /o CCI >�� RICK ENGINEERING COMPANY PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 0 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291 -0707 t 10' S,Q EASEMENT PRIVATE CONTRACT 11 ^, SET COUNTY SAN DIEGO I 7 \ 24 R,C.P. SHOWN c0 ENGINEER R DEPARTMENT SHE L = 57.34 0. SHEET NQ 7 A= 86 2701 �� PLANS FOR THE IMPROVEMENT OF ° NOTE: 8 "V.C.P SEWER �-�\ STORM DRAIN FOR IMPROVEMENTS IN SEE SHEET N0.7 I _ F \ IM VILLAGE PARK UNIT`. N° 15 � CISION PLEASANT GROVE ROAD Lo 7' 7 0U COUNTY APPROVED CHANGES .4 10' SEWER BENCH MARK SEE SHEET N0 ec mme f ed o Approve Cam - t)M � n �� EASEMENT O ` . No. _ Description Approved B Date � U" V Y Descrip / /Z" //IOr✓ o/N /NCDNCQETE .S7FEL PosT R I 0072 Engineer gineer County En � f MICROFILMED Location: 0.5 M/. U AVY dZQ ,Q,d G u^eNTG FE Q0,d,0 AWO" 1VOM P•P. /// P Enoineevo Checked by T.M i Record From: 04 A5 LEtiEL9 1 Approval date AS BUILT W WSIVR ` i,,.4 s it Elev: !7°J773 Datum: 4 E0.3. JL �Q ✓ Wiliarn.6.R' C.E 9416 �6 9� OCT 1 FILE NO. MICROFILjyf;..• ,. //�� PROJECT NO ✓ -_� 'PERFECT'PROraE PLATE A RODNEY STOKES CO. a� v LOT 70/ II h N /80 PAD ELEV. /77 J ah 3 � O j V ZaT mono Ez. />e 3n S h C� V 175 ° o 175 V `' ti /70 a 40W . P. /. 162.58 1 71. C . p ENGi19EMENT 24 r /7. A /4 �4 "/4 0.44'/, /NVE,?T �gQ,O,DE o I. ORIGINAL GROUND A 40 Q _' \ OR /G //YAL G,POU/VD - }_ Q� F_ ' /COO .4 ai• 0.4% k4 ( 1 30 .��� / 27PILE - B YC. P SE'!!ACI? Y/WN J NIZ a 0 W 5 G,41-E: AeW. /a k4 �EQT./ -¢ 148.12 t%l 3 �� PIPOF /LE 2�1 " �C.P STORM D/PA /N SCALE MaIr /,r /SO Yrf 7' =41 Q � O vo CURB /NCE TYPE ;F- 1" , STRUCT N_° 4 7 1 2G' 26 v E�SEdIENT ' h h y 49.y�TN�3 �o �v LOT 699 , ? I � I 0 /.sMC.s! NQ 4 Q I I 151-134.56 _ B/67.00 ' 4WOVE aOdO ' 0 c�au31 °2/62.33 3EWEQ S7d71OrV LOT L /NE 103.37' o z �I I �� �3r ~� • � � O W W L►n "� I K>'.SEWEP 7 i M 0 35' \ l 1 4 1910 t 000 /5 /f 62 C O. ' ENC /N /T/JS JACI t4 sra�crv /o LOT 700 /.5//7/.52 to T WET WELL I ( I l� d =69 °5¢'37" L= 46.Q0' S� j SEW,�4E L /FT �•4T /ON V d � W I I / 1 V /LL aGE , o/J4W V/LL,SS UN /T r` /o. 5 T.,t/.3o90 -5 S rlova -S RICK ENGINEERING COMPANY PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS W � � V �I I 9 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 •TELEPHONE (714) 291 -0707 / PRIVATE CONTRACT / alf6 /NLET TYPE " " SHEET COUNTY OF SAN DIEGO , '4s 1. , Q I ( ' ° 0 'A 'ST/PUCT N' 'S ENGINEER DEPARTMENT SHEETS V I a 3 O AZANS A00 AE /�?OVVEOVIr Ar II � / 1.0 o e 100 8 "Y.C.P SENERW4lN /) COUNTY APPROVED CHANGES /N V/L L A6E *..qx [//V1T No. /S PRECISION I I No. Description Approved t Date BENCH MARK m nded o al Approv I�� I / P PPr Y Description: 1r�" A&W . 1tY /N CONMOCZ STEEL R79T J UN 1 , I �� ��� Subdivision Engineer Qom, County Engineer y I I /O'rJ7 //' /. E/J9EiY1'T L oca ti o n : M/. W L . NC E .00.00 IdCA?Q, F.00A0',4P /1'19 Z .0 Engineer ork Checked b .� T. M. /,57f68.Q2 C.O. I � Record From: COUNTY ffEi►•G',�/ LEVELS 3226 tS MICROFILMED TYPE A- 4 "STiPUCTN_ - Approval date w r tt:ISION `AS BUILT' w -f „i EI•v: ('19.77.'1 Datum: 4 O FS. E. va 17e FILE N0. `7 Iyyy�e�y PROJECT NO VO //