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6360 I 4A /Ik AW Tip J1 04Wf IAfP#01VEMEN7'X CICWJ`I OF TNf AVLL0#I wAff TO W DONE 1 IN A4COROANICE W1 THESE PL ANT, THE CURRENT J'AN D /EBO COUNTY ENO /Io" AfAmermfNT S74MV -4 0 J^V1r1G'AT 1ANA', AND SW/AL PiMV/f1DNJ' FOR /MwROVEMfNrx OF XUAD /VIXION J IIII 4ND XMV IRA REFERENCE DRAWINGS: 5EAVER 64TE.PA1. D*4TA TA,QLE VILLAGE PARK IMPROVEMENTS STD. DWG LE END /NV /NV &PHdLT C01VC,PETE X4 - -- --- - - - - -- - - -- — -- —� CaT MAIN DROP ELEY Zeli6bY CURB A51EY'T REM,4R1e5 /IVY. TO AT ELEY 5TA ,CEO *SIE/1/ER . " — — — -- — — — — ECEV, m,4 IIV )CE 6 TYPE 6' CURS AND GUTTER — — 50 6 28777 E5 .V /R E — — T . 2 Wf. f7 4 "RCC. S /DE WALK ---------- G-7,G- /0— +-- - - - - - ' *`' _ _ _ � 7f , 1 � 5 _� " 4 292.99 ?9 G 5fQ5 " CONCRETE CROSS GUTTER s ,PETURN S'E6MENT — — G - /Z -- -- -- — — — — — — 55 2� 5 48 _ 80 X54 CONCRETE DRIVEWAY - RESIDENTIAL — — — — G- /4 G-/5 0-/G -- — — — — — SEE re 6 ego 42 - 5 -/ -- - � STORM DRQ /N — — — — - - - - - -- D-60 -- - - -- — - -- — " 9 286. 94 2 - 2m.59 I 7f STORM D,PA/N CLE4/vovr TYPE .4 — — - -- D-9, O -// —*- --- — - - - -- 0 UNIT * TYPE "8'CURS INLET— — — — — - - -- D-Z, O- //, 0-1Z 2 t IA& 177 B/ 11 SEWER CUTOFF N/f!L G — — — — — — — — S -/7 9 III 4 " Z �;l TYPE "'B CURB & GUTTER G-6, G- /O / 24� " lt) 1 V1/ , r rxff J VJ 1V VIV11 JW J PAVEME NT CUTOFF WALL - - - - - -- G-ZZ %G3 //444 T7g9E &W 1 A"3 29 t " " � TYPE "I DIKE — G -S 3 21 5 Ory 18 79 / f77 GL EN ARgpP SIDEWALK RAMP — — -- — -- 6-8 4 G3 275.7 fff/,w4 / l - " ---- - - - - -- — B V.CP 6 5B 5 40 /4/60 " * l A75 _ O V. C. P.. SEVER LINE — — — -- — -- S - /Z - 7 276.E - - 26 .282./ / - / /0 � i � \ '� { � s5 ?E 5j � O SE/VERM4NHOLE $ - 4, S --- - - - - -- -- O — d 9 277./ l.7 .9l9 /3 /9 1 �� ,col C/ v ?✓ j� -- — — — — — — — — 99 2 �� AV 6 � If rE#irt LATERAL >> I' _Ire O DEAD END — S -9 S -/0 —• —•-0 Qf. 4 2 275 / /f/ PL/T A/L — — — — — — — _ B "� C P ) � + A.C. Itifd7l�il' It -�4 /N CL - /,10 — � — — — — — -- •— n � b eJ + WATER SERVICE — — — — — — — — 9 "T O,C/ SHEET 2. �� � .tog � N � � -- — — -- — — — a ,7J 7/ 72 �` - -- ---- - - - - -- B li) 'P'x'K+Ar r3 1 u a 0 + BUTTERFLY )/pL!/E ASSEMBLY ----�- --- - -- '�- + FAPE HYaBANT ASSEMBLY— — — — — — — 14 t j d/ 9 0 i c` F + &O/V -OFP .4XXEA4&Y — — — — — — — — 5 "— -- — — — — — —1 e.0. 3'� spry �c M ml& 4/R Rel f4se ,4JS4fA4 LY — — — — — 3 — --� — — — — — —� AIAI I ' TYP /CAL V tr e7 Q! d9 90 9/ 9t (9f!/T t �\ W ham 7 i� �1 STREET + AC,xA.C.xFlAII TEE /Y/FLANGEx,4 C. VALVE - - - - - -- 60 L /GHT L OCAT /ON 30 30 I ��� cry ,' _ — m + ALL A.C. CROSS — -- — - - --j-- --- -- - -- T ' 20 ZO' /O 1 il ry/o /[ \ dt 99 IO 97 95 9! 99 _— — — — — .� � ? � 1 e + ALL A.C. TEE - - - - -- - - -- — 9' 8' i2' S' F /RE N YORAMT 1 Z ,1 LOCAT /ON STREET SURVEY MONUMENT M 10 — — //YqE,l' AW4 LEGEND - • �- — ! L A r.�'F - STREET NAME S/GN — — — — — — OS- 13 — -- _,- Jry1 r /1 C F /PE h/J'D.PA/' /1S_ - - - - . a.n — E - l �- ✓�— A JJ. I % Jr J�JJ 1040 Wa tt_ P " 20 v LTJ — � STREET LIGHT � 4 "P.C.C. 3/L7IEN/A[ K i t 1 � n � —o--- /MPkW6Vk5NTS PROPOSED r� r /115 }Q Jr 1'TF)< _ _ _ _ _ + 84PRICADE — — — — M -9 — — — n IN PER CG. 764 "TYPE " "C//RB & G!/T7!eR iiI seiwelpL //YES_ _ _ _ - _ "A.C. ,\I wQTEP /iiYES_ _ _ _ _ _ —_ — + REDUCER — �— ,•11,x• ii) — Ct/PB + GAP ASSEMBLY —- — — -♦ WANDER /NG RY COrI'lPr9C'TT0.9S /. sf/fEr�rv�I'_ _ _ _ _ _ OO /ND /CA TES SAN DIEGO AREA REGIONAL STANDARD DRAWINGS %1 18 { 62, 31 TO Z3 + 16.23 31 rE [ 004MI/V LYPEC7IGYY aFFL _ _ _ -� --- ��, 6th �YUM6�.P3 - - - - C O INDICATES LEUCAD/A COUNTY WATER D ISTR ICT STANDARD DRAWINGS * NOTE CONSTRUCT P8 � IY! /N. Of' ROADIt/19Y 4/P �� ,�P -�� + � T�OLX -EI 41UNIC4PA�WgLFR OL,�TR/CT STANDARDD DRAWINGS ✓O /N /MPRO!/EMENTS PROR7SE0 UNDErP CO 764 �� III IN/ PAS QP pRIVE ELECTR /CAL CONDO /T — F — E / � � M IN VISTA �s 7 3 !P ,.v ENS TQS �� FLEf. TRANSf'O/TA-iI YAU[T (.faa CE) A S 8 ILT �z_s9_a3 ,t TYPICAL - D Leo / Ird oi�R 52 56 6O' �' �� STREE LOCATIONGHT 5 `` ° o OwUER: WESTAIVA 26 Z-9" 30 2 ZB ; 30 ` l0' /6' /8 ZD' /6 /8 20' l0' TYPICAL KR z h� 424! ✓UTLANV DR. GRADING PERMIT N0. �' 8.304 5` 5' ELEV. SHOWN ON PROF /LE 5' FIRE HYDRANT �� W AA/ D EGO CA. 2//7 Ph 40'5 THE BARHOUR E NGINEERING COMPANY. INC. \ 2. LOCATION �� _ Q Q ASA°SSOR$ la4RCEL ,VD. 2 - 050- / 2 ^. /- `� , �SAN O DIEGO,C �F ' �'� �• Z I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVE - � ` 4 "PCC. SIDEWALK 4 "P.CC. SIDEWALK "� RANCHO SANTA FE MENTS SHOWN ON THESE PLANS WITHIN EXISTING COUNTY GIVK LCT RLS s /17 > //P 304.20 ° R /GHT - OF WAY WITHIN (;0 OA.YS AFTER ISSUANCE OF THE C TYPE "G "CURB Co" TYPE "G "CURB E GUTT R CONSTRUCT /ON PERMIT AND TO PURSUE SUCH WORK ACT/V- PRIVATE CONTRACT E GUTTER ELY ON EVERY NORMAL WORKING DAY UNT/LL COMPLETED, skt T - - COUNTY OF SAN DIEGO LCTTA6f GLEN CT. 3 Z AC ` 2 f�C JNANDEB11Y1c4 1�Q • ^ IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOC- ENGINEER DEPARTMENT �'/R0 CT. 1 4 bG ,�" �5 $PC /TRA /L OR. �1 V /C /Nl T Y MAP /ATED WITH THIS DEVELOPMENT OR UNOER MY CONTROL . ske Y NAT /! Z" A4i/E - - 4 1 /E 97T1P,9Z7 � -3�7.o NO SCALE ( , PLAN FOR THE IMPROVEMENTS OF G CDAfAfe T 9J /" OWNER �(.Q - STREET CT /ON VILLAa PARK NORTHVIEW UNIT N0. 2 SEWER AGENCY MATER AGENCY GBYNYY APPROVED CHANGE BENCH MARK " «.•w n Are•�•� SAN DIEGO COUNTY L U OLIVENHAIN MUNICIPAL WATER DISTRICT Description A pp ow " i IM Dole Description; / All PIM ffly 57eltL PMPT MASSMAN T F TR NS TAT 0 A POR ION FLOOD CONTROL DISTRICT WATER WORK APPROVAL. - DIR[C OR �, . 1984 C.J. HOUSON = DIRECTOR OF DEPARTMENT APPROVED BY A BY Lovell": .� 1� OF SANITATIO FL00 CONTROL : 3 . 5 9 48 SECRETARY - MANAGER EE R Thi 1S pC R .e.r1 'w.�: o MICR(kyV °` BY` (/— DATE JL /�� A1TE:� 11I /723 BMw�: f'� w ` DATE �- ; E. ! AS BUILT l-�� fs- _I�sd 1. N0. C- 00/ 23 -0 f II,E MID. VP 304. fO 1 GENERAL NOTES SPECIAL NOTES SEWER NOTES WATER NOTES I. LOCATION AND ELEVATION OF IMPROYEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASURE- 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCAD/A COUNTY WATER DISTRICT (L.C.W.D.) STANDARD SPECIFICATIONS. I. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE OLIVENHA/N MUNICIPAL WATER DISTRICT. MENTS PRIOR TO CONSTRUCTION OF NEW WORK. 2. SEWER MAINS AND LATERALS SHALL BE TESTED USING AIR TEST METHOD AFTER CONSTRUCTION Of ALL OTHER UTILITIES 2. WHERE ELEYATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 4'(46 ") BELOW 2. CONTRACTOR WILL MAKE EXPLORATION EXC,4Y,4TIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AS SPECIFIED IN L.C.WD. SEWER SPECIFICATIONS. CENTERLINE FINISHED GRADE OF STREET. AHEAD OF CONSTRUCT /ON TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 3. THE CONTRACTOR SHALL SECURE .4 PERMIT FOR CONSTRUCTION PRIOR TO CONSTRUCTION. 3. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS ON THE WATER MAIN PROFILE. 3. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS BI ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACI- 4. COMPACTION OVER AND AROUND PIPES IN EASEMENTS TO BE 90% MIN. 4. UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE WE 7; THE TIME AND DURATION Of SHUTDOWNS CITIES AND COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. TELEPHONE 232.4252 EXT 7569 5. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR BEFORE BACK FILLING OVER ANY SEWER WYES. OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. 4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY 6. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE L.C.W 0. ENGINEER. S. A.C. BYA.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION Of THE OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. STREET RIGHT-OF-WAY LINE WHENEVER POSSIBLE. 7 APPROVAL OF THESE PLANS BY THE L.CW D. DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION 6. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT. 5. CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL OF OR THE EXISTENCE OR NON EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS COORDINATE HIS WORK WITH THE COMPANY REPRESENTATIVES. TELEPHONE 298 -0595 PROJECT. 7 CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH 6. CONTRACTOR SHALL NOTIFY THE OLIVENHA/N MUNICIPAL WATER DISTRICT PRIOR TO STARTING WORK NEAR DISTRICT FACT- 8. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART Of THE SPECIFICATIONS. WORK WHERE FACILITIES ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OYER TO THE OL/YENHA/N MUNICIPAL WATER DISTRICT. CITIES AND SHALL COORDINATE HIS WORK WITH THE DISTRICT REPRESENTATIVES. TELEPHONE 753-6466 COPY OF PERMIT SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START OF WORK. 9. ALL PIPES SHALL HAVE A 4INCH MINIMUM CRUSHED ROCK BEDDING SHOWN ON L.C.WD. STD. DWG. S-12. 8. LOTS NUMBERED 50 7%fll /09 ARE TO RECE/UE // ONE - /NCH Gf/.9TER SERI/ /CE. 7. CONTRACTOR SHALL NOT /FY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS PR /OR TO STARTING WORK SO THAT INSPECT- 10. INSPECTOR SHALL BE FURNISHED 3 SETS OF CUT SHEETS. ION CAN BE PROVIDED. TELEPHONE 753-0/55 9. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOBS /TE AT ALL TIMES. 8. AS BUILT WATER LATERAL LOCATIONS SHALL BE SHOWN AND COMPLETED ON THESE ORIGINAL PLANS PRIOR TO NOTICE OF A ALL LOTS SHALL BE SERVED BYA 4 /NCH YC.P LATERAL SET AT ,4 MINIMUM GRADE OF 2.0% W/TH A MIN. DROP Of 0.3 FEET COMPLETION, AND AN INVERT DEPTH OF 6 FEET BELOW THE TOP Of CURB AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY L.C. W. D. 1 CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY ENGINEER ROAD DEPT. FOR EXC.4YATION WITHIN COUNTY RIGHTS- 00117 /` 51/EET /. Of -WAY. l2.• STANDARD SPECIFICATIONS FOR L.C.W.D. SEWER CONSTRUCTION ARE AVAILABLE AT DISTRICT OFFICE. SEWER L47ER44 D.4rA 7466 E l0. ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS FOR LOCATION OF CABLES AND 13. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR /NV. /NV. L OT MA /N /JROP ELEV. LE CUR6 DEPTH fEA44,eKF APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. TELEPNOL/4F Z98 -05°5 14. JOB MIXING OF THE CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE L.C.W.D. E EV. M� / � ELEV. ezo **EWER STA. f ll. ALL ELECTRIC AND CAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATIONS Of ELECT- l5. •THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN Of SHORING, Q PL/T f „ R/C CABLES, GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS &ELECTRIC COMPANY 0 LE•Z304267 BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING 56.9 /9f " EXT PROP / t l2. IT SHALL BE THE RESPONSIBILITY Of THE DEVELOPER TO CONTACT THE UT /CITY AGENCitS, ADVISE THEM OF THE PROPOSED IMPROVE - THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR MEN TS AND BEAR THE COST Of RELOCATION /FUEEGL�D ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM 13. NE/T//ER 771E 09 AVR L- 6W1NEE f 0," NORK N/!L ENFOArf SAfETYMEASUrPfS d1f MEWL- 471ONS. RF CONTifX)VIF Sfl4CL THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A 3 / 00 " TJE SOLE[ V RESPONS113Zf THEREOF REGISTERED CIVIL ENGINEER OR STRUCTURAL ENGINEER AT THE CONTRACTORS EXPENSE. �� 1177 � 4�9� „ /Q. ALL UNaE5f9f !'ND 4 G4TER4L SERF/CES SHALL !3E /NX, &I Taff r11.F& l M6C'r10N,0f 0AWS, t &7ff lifs' OR SU1PFAC11W Of THE ST,E'EETS 16. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 /NCH MINIMUM COYER. ALL LATERALS SHALL BE CONSTRUCTED l5 NO DRIVEWAYGL<HPESS /O*S ALLOWED W /TROUT DR /VEN,4YAP�ON CONSTRUCTION 7 // /B 16. ALL L /01IT /NCI DEVICES, ORCOMF /NAT IONS 1116VEOf, ONA COMN/ONf /XTURE THATARE TD &Z IN THEPZ C!f /OHTOf GY.4V APE CLEAR OF DRIVEWAYS. 20l 5 /3 SUI&Z TO r/ EFI%LOW /N9MN0 /,IONS: / l/) CUT Off LUMINA /RESSq,4Z Z&INSTALLEO NNICHW /LL PROY /DE TRUENINENDEOXEE (V )CUTOFf4PRf4EN1'iWA1E+f'T- IZ BACKFILL NOTE: WHERE TRENCHES ARE WITHIN EASEMENTS. SOILS REPORTSSHALL BE SUBMITTED TO THE DISTRICT INSPECTOR / 4 H ION OFLIOVTAf.O F/W HOR /ZONTAL FROMINELOWEST POINTO1cRf44MPOifZ16 /TfM /TT /NB"RfFRACTO afllf /Cf. BY QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED PER DISTRICT SPECIFICATIONS. 7 / / 2) ALL FIXTURES SHALL USE 4 C/EA1P ///&V F9PESSU•PE SO/) /UN vAPDR L/0HT SOIIKZ: 3 PQ5 30 ZV44 A 6 (3) NO ME,PCUTY Y,4PNf 114f7Z, METAL 114LI/)f OrP PHOSPHOR COATED N /0HPRESSURE 500 /UM LAMP,' X114ZZ 3f INSTALLED. Of /8. P. VC. SEWER 0 /PE MAY BE USED AS AN AL TERNATE TO lIC. i° SEWER P /PE I�yERE 71'/E DEPTy OF 6VW DOES NOT EXCEED /5.00 FEET. /05 I .07 l9. CONTRACTOR SHALL NOT /FY L.C. W. D. 48 HOURS /N A004NCE OF BEG /NN/A/G A10RK SO THAT 8 90543 307.7 / .03 aof5 l7. THE CONSTRUCTION OF ONE PC.C. STANDARD RESIDENTIAL DRIVEWAY PER LOT, LOCATION TO BE DETERMINED /�/SPECT /ON CAN BE PRbI/ /OED, D . 4. IN THE FIELD BY EN61NEER OF WORK. PC.C. SURFACING OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWINGS 6 AND 6 20. SEE SHEET / dl 2 FOR SEWER LRTER,SL DATA TABLE. 18. ALL TELEVISION SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT: NORTH COUNTY CABLE TV P0. BOX 727 SOLANA BEACH, CALIFORNIA 92075 PHONE: 714 /9 POWER SOURCES ANO RUNS SERI/ /NG STREET LIGHTS SH.9LL BE Sf/0l4/N ON THE :95 -BU /L 7-, �` 801 /MPRO!/EMENr DRAW /NOS. ALL SOURCES SHALL QE ZX47EO �Y /TH /N THE DED /GATED , 0611r G � J OF WAY, OR f4 /TH /N EASEMENTS DEDICATED CX ;v THE X/NTY OF SAN D IEGO. 20. STORM ORA /N P /PE SHALL BE R.C.P. OR y.C.P. (mzl -D) fr THE OPT /ON OF THE LrWTR.5r7ow. I BENDS US /NO A.C.P. SHALL BE ACCOMPL /SHED BY 1 FACTORY MANUFACTURED BEIXELLED TOP OF CURB ELEY. PIPE OF 5' OR /0W GRADING PERMIT NO. L' 83404 21. ALL ROCK SLOPE PROrECT /ON SHALL CbNFORM TO STATE SPEC /F /CATIONS, sECTiON 72 OF - FINISHED STREET SURFACE T HE BARBOUR ENGINEERING COMPANY. INC. ✓4=ARY /975. .. 3055 ROSECMNS PLACE. SUITE 201 SAN DIEGO. CALIFORNIA 92110 (714) 225 -933) /2 - /3.99 21?. G S OF /O -//.99 /z - 2%2 " A.C. OVER COUNTY APPRO/iE0 BASE INVERT DEPTH E CURB - LATERAL INVERT TE DMIN , 01 OA1l: x - 3 " " INVERT ELEY P R/w BHS RLS I/P 304.20 /8 - 20.00 14 -/5.99 Po - 3y ,. nil " 16 - /7.99 Z' - 4" 0.3'M /N. PRIVATE CONTRACT " y 4 - %2 "" " 4'VCP W 2.0% MIN. - 23. AP LATERAL /NV ELEV 0SEWER MAIN $MEET COUNTY OF SAN DIEGO PROI/gL OF THESE PLANS DOES NOT Ct�NST /TOTE .9PPrP0!/AL OF ANY CONSTRUCT /O/V T LENGTH 2 ENGINEER DEPARTMENT SHEETS 0Y/TS/DE THE BO(//VOAR /ES GIB THE 511801111,51,0 PLANS FOR THE IMPROVEMENTS OF 24 . THE SrRUCrUF7AL SF'cTiO,U $ygLL SE /.t/ ACCOROq,(./fE w /TH SA.0 a EGO GG'J,UTY STq,UOA AkID TYPICAL SEWER LATERAL PROFILE VILLAGE PARK NORTHVIEW A5 APPROVED BY THE MATER /ACS LABOR.4T0,q NO SCALE UNIT N0. 2 PRECISION COUNTY APPROVED CHANGES BENCH MARK _ Ma. Description Approved by Oaf. •c - r Ap proval Da Al+w•�•d JAN 17 1984 Description: %2 /ROC /PL/ /!/ .4 /J //C TF PO4T Q .. - D Q72 MICRnFU nn Location: AlfID95A PP. / / /9552P41 /Rfl! /CHD Zo//T,g SulIdlvi•i•n Engiroor DIRECTOR OF TRANSPORTATION fE Mow a5,j l/ORTf/ OF / / 11,2'4 RD///FYNAD Engineer of work Chocked by L i Record From: CQ 4F.SAi! /&'Fw ����` f35 773 Dat um: U_9 ze 1q.5 �+r Approval dot* AS Bw /LT I - R.C.E. 10284 FILE NO. VP 304. PO 'PERFECT'PQOFILE PLATE A RODNEY STOKES CO. o N 11 V (ky TOP OF !Y'L Y CB Q v W �� 0 S" 320 /.007. h C 60 - -L � 3 N P p45 v N 00 �e g N Of W / Z y CB /.0 9. M %crs� � ko b• 300 0 % TOP c� 0 310 � 6.00 /6o a.C. v W o N N�W P.I. U.C. 3 /44 � � N� �O tit -� h N — — — — — V EX /S ZG f30 N O�0 W � T, GRGY//VD , N �} h h m o 290 /� ►� °° o o M 1$ ° o ` b' 320 h ^ N v ER T OP%B % , < . f /N /SH GRADE h o N N � `� N i N v (/ 00z") � R �� fir g ` I• OF �% SOP EX /S T. 8 i� C.P. Nln /51 i�REMO!/E EX /Sr CAPS` � N o` �0 " Ex� P. M.A.R. A D ✓O /N --i- N , RADA @ �2" A• EXII 9 1 0 C P. W 2 70 300 1 o + � `� of �: 0 �' — G l a� / TOP EX /ST. .3 � °�` � N N p0�— / 6•� p �. P. C.P. i5r 8 �xrst j2 A. EX TpP j 6.00 � 6 • 2600 CO 290 ' — �I C• P 8 c. P, `' Q 8 ,r 0� I y,�P o ti TOP 6 00 �I I I EX 1 6, p0 REMO!/E EX /ST. PLUG IfNO V O In ,� (� ✓O //Y Eil /ST. B "' !/C / �` �l1 ll try 280 �°° ooh reg tiff ~� / /9.00 . ' ° 320 w. 10 p °D ° o N 63.00 287. 00' /.007 8 � E'LY P3 C TOP Of n 270 W Q �' 6 " 3 h N `� N N �' n°0 �' oP pF ` 6.00 Sap SI o h h N N I T 6,00 n N �I 3/0 N Q O g g �6 N O N 22 ) o� i O oo N + 40 !!C. + Q /0. CO ' � °� a` � � � p /8 / N 20.5° 2/ 2' 29 y 3 g N 25 ° 26 27 N P8 29 90 ZX /S T /Mi DOTS /OE 0 9 M N 0 0 Y N O N PROF /L E \ L /M /TS OF TiW 3598 -2 IN TH /S N 40 ' UC + ARE PROPOSED R`R CG -764 ° o �'� J l r - / r r N N h O N o. 1 °o J //� Jy �r'J r�Y r/ J J ^ c � + + O N N 1!/C 29420 N WANDERING ROAD ro G a N k N O N I X20 SCALE : MRIZ, / =4V VERT. /=GLEN lk ARBOR 40R /PE rr Q C� o/Z Ffi Sy oO Q� h 30 14i 1 s o o n ��'s? s� T A 3� 103 10¢ 105 106 107 108 /09 \ ►. 'r? ' s,3 y �' c ill. N V k cti 1 '1 h r'9jFt''O O, 0 � 023 � N M O � \ W s �� /G�c �''� I O Ty L NG � N 1�� S S v ►. S O� N� I J V + , iG I Y . h O N + W n 1��� \ W O+ REMOUE EX/SrT. CAP �` A?A/P N N i h N t t Ile t 1 PB �' k �\ Z 1 til AN ,d0 /N I r 8 5 5 5 V u /T OFi P91� /NG '.=x PZx Q. o8n"."Sma�. .<:( �. cy, n;" ;wmm �mS1s, w.,' m m, ' 2/ n F mm, C ti ' W� •I .•,• < ,:. a , a e mmF .-'. , A �; � 20 �— � , — i/ \ rr 1 'r \� �► \ ��I T. 8 B v ' S s g r 5 5' ----- t - - - -- � 2 EX /ST � : � � �j ll� P �01\y I V =� _ /2X8.,RE0lti"ER - - - -- - -- I �� S tAt b �i D rt' !I � I B +---- - - - - -- + - - -- - -- +---- - - - - -- + + h N W ►: +n' �I i , I � �i W N �( 7 N � N N Jr v N LJ OI •1 II — �1� I � t ll , N iy N07"E 83 ' . � 68 67 66 � 65 64' 63 62 "N' � /,INP�� NTS /YIARKEO "EXSr� " �� ZB' 28 30 11110, 11 /TRRIL ORME COTTAGE GLEN COURT /N T///S AREA ARE PRO�SED �R Ta'J 3.598 -/ No /vrs A5 BUILT STiq��� SEE SHEET 4 SEE SHEET PLAN 5 Wi9NDER //VG ROAD PRIVATE CONTRACT /F n'0T � c%1' /S V oni'f Q" NT�E`�/V �+ 2 n ,/ SHEET 2B',� Est 'W / � .P Q • /g,. SCALE :I — 4O CONGINEEODEPARTDMENGO TEM /y ,qN O �R�,. 6¢ .3/ EL.Y LUiQB SHEETS A /'47'23 PLANS FOR THE IMPROVEMENTS OF cc{O,_ En�yq,, 6 ?3j ro N.ST,pv T wE� ,�= azo WANDERING ROAD � .�S VILLAGE PAW NORTWIEW UNIT NO. 2 J ELY CURB 4 O COUNTY APPROVED CHANGES A = .5 33 59 ,{ ` p (EX /Sr /2 ",4I,C'R �� /Sr No. D e scriptio n A BENCH MARK 1� r SUB BD/�� B'�G! /, ) P Appr oved By Date „ Recomm for Approval [ Tp � povecl F TISION 620' rl e e / THE B ARSOUR ENG INEERING C 0IIPAPIY, PIC. Description: _l2 /RD//P /I/ /L //�! // .47FF/ _ 4T /J( ppJ J. MASSMAN d ° .5 3A 45 " ei l DIRECTOR OF TRANSPDRTATIDN L = 79.66 PR_..,;U °d = 25 d = 7'4 4'40 R= 8/O' srs noEacwsrse PLACE, SUITE 207 location: 002'1 AAW PP Subdivisi on Engineer JAN L BOO ' R = L = B3. Egg AE ROAD aff A/l/ ,L/DRTf/ OF EL/l& &7))96 BGiL/ YA10 17 1984 �� f ., ., , I�,t , i I r B/O ' S A N DlE CALIF et110 CD Of .9AL/D/EBD � T.M. pul 2ESd�.77 Engineer of work Checked by ' L = /90.92 L = /� Record Froml OA10�1 OINK CRD: DAM Elev: /29713 Datum: USC4 � Approval date tf'tyi: tr nn •, WK ByS RLS /777 ' ' VP 3 20 ® AS alm -T �` R.C.E. IO2S4 /D /_ / Bd 3598' UP 304.20 'PERFECT•PR0FILE PLATE A RODNEY STOKES CO. v N. 6 - 'Z Y 11 14� TOP OF NLY CURB J R= 30 L= 4 ' ° 52'48 7. Lb' 89 I r d = � � � � N m � � O � 280 NLY + h h h h h h �; o 4. Q O N N N N N N N N P C} \ �i O 270 NLY � � N N I\ c\i d• �i I /. /0 /1,,' N N N n p \9 N 4/4 d/4 414 414 2 270 EX /ST. GROUND it N °� , L /NE e N'LY B °F��''�� �� � BO O 3 260 A( I Y � ��b U , � Ci 'P6 N N N h Hn Q� 300' 1/. C. 4i PI.//.C. 27722 /2 +50 W op N N ti h ON - - - -0 -- r\ ad N N ao rl � \9 N 75 Q N I h N P. I, U. 253.82 c. N_N r kl pg'1 N N. A _N N.N N N _ �C� S, ELY J Z 70 P") -. . o L =4379 \ I , 260 EXIST. P. .. ....... ... 8 "!!C.P. @ O•,507; h W d = 83 °38'08 " SER U /CE To SC/1c+7G _ N N EX /ST /2"A.C.P. � �. �' 6 14 4 414 414 260 y O � N O N N 7 -_ III /2'AC.P. III 250 L \ N W W ^ 6r/5 Z_ I I I 6X/97 A? p EX /S . V) 275 N 1 O %.27' ��V I� d N� nnZ 280 SLY TOP OF 5? Y C!/RB 343, 49' �' ti C t6 2.00 ye 79.80' � � ~ W 6.0 W 270 PROF /L E CURB RETURNS 270 S'L Y J \9 op o. CF 9 I QO 00 d ►\ I\ d Too y W o N 260 5 Y SA /TRAIL DR11 I, E @ N N N N N N N N N ^ n N N X WANDER ING ROAD O � SCALE:HOR /Z. / sZ0 ";(/ERT, / "= �" /0 /Z 17 2 ► a /6 .� S Y P OF /L E JAW 120' U,C. SPLIrR4/L VRIYE" z N o Ci ° s N / �� ,, EU5T , / SpTRA g¢ �� ", , ,;' / 06.09 GLOW OR• 85 4i N SC.9LE : HOR /Z. / =40 4ERT, / " =8' v; 92 �°'° � \ ' P ' ' /0X00.0 f15PEN 88 89 m �, �a •� ��� x , s ti Q � 0 87 o gip � 9 NN ) 7z, � QN Q ti \ \ I t M d` 1 N * It W, A X \ 7 � � I \ 5 / �• 4 J m y r p c� X 5 Y 5 /D• 5' Ilh rJ ' O 14 4 r I h�j h IN 10 \ I h Q I QV �` _j N M r� l ,� s ly i W l9 1 /00 99 98 97 96 95 N 9¢ 93 A 5 3 U/L 7 <5 lvorE ►-- Sy�FT �p�O wmLd ® 0 h /MPROn/EMIEN7S /YlARKEO EX /ST /NO" /N r 1115 N'LY CB. Je ANO (f l/C.P. \ ® AREA '"A PROR03E0 PER TM 3598 -1 d= //'0/'55 " >�` AND 8 "l!C.P. d = //'O/'S5 " EX /ST. /{///7ER /YJr9 /N PROROSEO �R DL /l/ENH,9iN d = 3 15 , /Y/. R/.0. OW6. 4 /, 0. NO, C -GYM /-233 ,O 'd = E Z / CB RET, ie 482 R ` SOO " O L = 79. 80 ' (WATER SERA /CES /NST.9LLE0 PER TM 3.5, G = 92.8/ L = 96, 27 PL/ 9N L` AND 8' "yC.P. d 3 ° 52'48 " © SAUMW /L DRILL d ` /3' 33'14 R= 30 47.06' R = " . PRIVATE CONTRACT L= S'LY CB. L= 70 97' 01'55 " SCALE /~ =4 , ' O SHEET COUNTY OF SAN DIEGO O R= S /8 � O T ENGINEER DEPARTMENT SHEETS r L = 99, 74 /2 "A. C. P. �EXiS SLY CB S. E LY CB. REr ' NLY CB d= 28'47:39'' PLANS FOR THE IMPROVEMENTS OF d = 2B ° 47'39" R _ &3 " R= 310' ') L= 43.79' L= /55.79' R= 282 L= /59.8/ SPLITRAIL DRIVE ' /Z' A, C. P. (,D(/-5 7) COUNTY APPROVED CHANGES L = 184.23 VILLAGE PARK NORTHVIEW UNIT N0, 2 ,4 - // ° 0/ S•5 No. Description Approved B Date BENCH MARK Y Description �Z P /.0 /.0 CO.UC. �57EEL Real 0 -0072 Recommen d for Approval n Approv eco R= J70 THE HARBOUR ENGINEERING COMPANY, I NC. ( /� R. MASSM L = 98. ZO' 9046 ROeECRANS PLACE, SU ITE 101 Location: f1 L //'//D 9A '19 S�ision Engineer DIRECTOR OF TRANSPORTATION (714) 226-1637 PE ZWgD D 5 l9/ /Df1Tf/ Df &Cz&/�A f3CU/ /FL /g�+/t Engineer —work Checked b SAN DIE CALIFORNIA $1110 MIORr emmm. CRO, OAfl: Record From: CO. ('D Of 9AL /D/ T.M. ^ wK ONS RLS q77 �P 30420 s Elev: /29.773 DOtwm: V._l. Dc9 Approval date A3 BV /t_T S It.C.E. 10284 io- _ gp 3598-42 nommmow FILE N0. UP 304,00 'PERFECT'PROFILE PLATE A 1 RODNEY STOKES CO. 240' IBC. N. ELY N h o. N j V d= Z49'/9'S8" R =38' L= 1465,36' R =30' L= 47. IO 0.907 N N ti h 1=6 �/9 4/8 4/8 d/ 4 4 18 4/8 018 418 290 IL TOP OF NLY CB N N N `'0' !!C 290 L =3 6.30 3/' 414 614 d14 d14 &/a N 14 *310 N 0 0 0 ; 240' /!C. P.I.41C. 292..5/a 12+00 O Z4 28 0 295 N o 280 �i V N p: ♦ N M N O ^ a� , h h �h N qi ►� \ x 5 J + W �SpO N N 0 O O O O 0.90 °. \ 4 v Q` O� N O` N Q` o. N O try � O + �' \ 1 1 _ N N N N N l� N N �/� Q h N __ N 6.00 2 /v � 290 >� O � \ O O \ 280 � Z8O I I i — �- �'� \ PROF /LE �2 T W EX /ST. X B "U.C.P. I ��- — N O N v �' — SAC /� 9 S S 57418 @ ia�9, I �8 "A. C.P. I F /�y� ` y %' N \ CUL DE – J�'/V 3 GREEN 4 5. E'LY 1 8 "!!C.P @ /.007 ` G N —1 Men �o �E v SCALE: NOR /Z. / s4�!';(/ErPT. / "° 8' R= 30' L= 47./2' 280 >� O� "% 2 � � �` � � V A = 90.00'00 41100 Ale B , � 3,5 ,7.' �- 3. °� N 0 v Ci (\ �ToiZo� �} G) 3 Q ANN ti 18 ,IRO.F 3 � 414 d14 d14 414 y � � � k4 82.39' v Zro. 8s' 2 70 >� \ Ado �oln� T G r; cn tl oo � o > 0 0 o C} 0 0 N TOP DF S'L Y CB. N oOp , @ I'Jy I RE V E 2 N N `., N /. 90 � 290 o i 9i0 � � sU ^ � ~i s -4 � N - \ h N n N O N N Q^ c� (o�� ja oo. N o0. c ? �� .� ti ^b �°�• \c -°p�: woo pp N N N N N N o� op �9 Lll kl ti IQ N °0 00 r\ > Q �; �' N N �� EX /5 T. GROUND o ,� 2$J PROF /L E CURB RE TURNS 280 h `�' o Z40' l/C. N N N N N 0 280 ti ti `� ��� II j 2 @ f9 OF P11 COTTAGE GLEN cow. Gv s o N 117 00' WANDER /N6 ROAD ok yl` @ "• °°� SCALE : HOR /Z. / - 20 ; !/ERT. / - ¢ ,¢ rJ- r l PROF / L E 5 0 n `q �` moo" P /N o a ? h II I J ttl SEE sy c ,p COTTAGE GLEN COURT ca, RETUR/V � a N ,` ,, EET 40 v 4= 69'/9'58„ 25 ��W I� h i �' 3 SCALE : fioRlz. / N 40'; l/ERT. / i 8 ' N W 73 n� 7¢ R ` 30' 53. /O' ~' //0.00' °0 "� N N 1 cU L = 36.30 N N N 69 70 0 ; 7/ 7Z h i d ti �j �` ,o a o; S E PROF 5 /L _ J Jr 9 � 0 ; rr" \ ' w ss� STORM �'N '�9 s S o DRAIN o o t'�J SUB h 0 O ' p ? � 3 t� W ao I I W�� T w Ls� S AND SEWER ( � o Q 1 ,. *� SCALE: Nall /Z. / "z 40 , PWCRT. / =d C0 r M N. GE � ' • .': a � 5' TY © EX I S rTA /NLET �� �. NDE C RD 22 ' ' 0 i CUL OE -SAC CB ti S3 23 5 3 S /DE,WA�k U ERORA %d it •' as a PPE D - z d = 249'/958 576 t I •'c. 5 UILT Q Q fir h � 1 Q` N * W $` w I I 3 � S� S I � � /0 OR.9 /N�9GE EASE/y1E/VT �i �l r � �o h 82 8/ �0 78 '� 7 �\ L� NOTE //'/ /0'SEN/ER E/�SE T� \C. \��"� ✓O /N EX /ST. /B R.C.P. �) t S /iyP,�p O[/�c TS MARKED "EX /S71N6 " /N 0 SEE G /PQ,q DbC No 76- 2`030F7 s -_ 1' TN /S AREA ARE PROPOSEW PER HEED' , TE 5- /6 - /976 N o- �� "' �I TM 3598 -/ CURB RETURNS (2) 3 �� �t d= 90 °00'00" 2 WA \`\�� - N'LY C3 Q7 PL A/V R =1484 8 A .C.P. $ �� / PRIVATE CONTRACT L = 1111. 3 d' 14'x'x" COTTAGE omy COURT �_ �� -' -' Jti SHEET R= 5 /O' �` COUNTY R SAN DIEGO /_An i q SHEEiS NOTE' fINO 8'//,L;P L= /24.62 SCALE •�s� �D �� O REMOI/E PLUG /AND ENGINEER DEPARTMENT ON d= /¢'00'00" ® M, hl• /." „ PLWNS FOR THE IMPROVEMENTS OF Ex /sr 8 "a.C.P ON !T/.9/YDE -PING RoAO R= 500' �P, COTTAGE GLEN COURT P /S ?OPOS60 PEP CG - 76¢ L ° /22• /7 SLY CB 8 ( /6 + 70 R= '516' 0o E �C15T . P � R T• M. VU ME PARK WUWIEW UNIT NO. 2 COUNTY AIMtOVED CHANGES � BENCH MARK L = / 26.08' No. Description Approved By Date Recom de for Approvy} Approved in THE BARBOUR ENGINEERING COMPANY INC. Description: /f10UP /U /U CD!/C. ,STEEL P0810.C. - 0072 � ( /�_ R. J. MASSMA J/1) p Subdivision Engineer DIRECTOR OF TRANSPORTATION 3066 ROSECRANS PLACE, SUITE 101 Location: (j FRD 0 )0///95 P GI(/i3ALL'HD / SAN OIEOO, CALIFORNIA 01110 FE AOAD 95 M/. U/JRTN OFFyK ;w/0 S I eAm f p1.1 225-0337 Record of wmrk Checked by M106 W41 CKDI DATI: Record From: (.'Q /)f 11911D/F(*9 T AS U1L7 /� t Elev: /29.773 Datum: U. 9C. O 9 R.C.E. 110284 A /0 ro (d( I FILE N0. UP 304.20 'PERFECT "PRO°ILE PLATE A RODNEY STOKES CO. / 40' uc. V POR. /00'9c. A = 274 /P= 38' L = 182.30 V j 3Z4 +� ob. n \ d/8 d/8 d/B 0 0 d�8 d/9 d/B 30!00 � � � N N � � � � � � � m O d =47'25'54" ti d= 47'2554° O S, N d W + °� R= 30 R= 30' ��7 c\ % 4�t ao L = 24.84 a� a� L =24.84 � ^ ) N � N XIST. GROUND oo o N N Le New i4fi i 4/ 2 q/ 2 V d/ h h O P -- p + V �! b Q O 1 t + �� n 280 NN rsz N op P1.!!C. 294.83 7--00 /r + N N W Q REMOVE EX /ST. C.9PAS5 "Y es k 300 g.0� �Op 300 300 IC sv `H N ov. t� M.A. /P. ANO ✓aN EXIST. � � 270 90 PROF /L E g c �� s y \ r o CS 2 (NV CUL - DE -SAC 290 2 90 !€ � ti � �„ c � F �"-- N �N 2809 v � -.o � o N e � % N 280 2709 8!/,C.P. � 2 � I /W. 00' �" — { NcV �N�V 300 260 ro 94.83' �i n Q O �, ' or I� � lu � 4i � � � • 290 �Nl; ti N N e, \9 d �4 280 0 0 N 0 8 9 /O 270 PROF /L E CIRQUE COURT �• SP,cir, /� oRiyE /0 SCALE : HOR /Z. /'=40 "; VERT, S OC11 ' 'I AND 8 a " c.P ,S 53 52 d =/3 ° 26'00" p � �� I1� R500' Z 117 = 3' � v 5O I i ft J � 1 1 n i' V ' �y 55 s� of S S �,,� �o I, kt Q, ; h 'L CB. S "LYO 4 O W °� N At, W W ^ �Ih ' '' h I�'I ti CB Q h I W Mil p I. !, 0 d= "' = /3 °26 00 " h N 9 ' /3 ° 26'00 d o I h i II 1 t. I I �0 ti • l R- 5 /Co R- 484 � . h i� 1 5 v.3 �` J r �� �o W I W '< I �� L= 120, 98 L= //3.48' �', ti CURB RETURNS (2) CUL- DE -S.Se CURB g EX /ST. 8 "!!C.P '; t 111 n A = 47'2554" d = 274'51'48 R= 30' L = 24.84' - -- - - - - -- = EX /sT_B_' 9c..g 4 _ A I 1 5 6 iII \ v N „ O • 5 1 1 b ' 0 S� �� j N lip) 'd /3 °26Ix 1 r,Z I Q , t� 4 X11 �' 4i 11 Q \6 ;Z Iyil L� S/ y O I' It W I I I I Z8 ' 28'I V L AJ h y SPL /TRAIL OR/I/E ,4 S 3(J11- T 0 PLAN PRIVATE CONTRACT i 1 V CIRQUE MIRT NOTE • SHEET C OUNTY EENGINEERR DEPA RT SCALE : / "= 40' ALL /MPRO!/EMENTS 0,4064E /r O )r/STjNG sHEETs '+� 2 ON TH IS SHEET 19RE PROPOSED UNDER TM 3598 -1 SHEET 7 , PLANS FOR THE IMPROVEMENTS OF CIRQUE COURT COUNTY APPROVED CHANGES VILLAGE PARK NORTWEW UNIT NO. 2 BENCH MARK No. Description Approved By Date �? " /fl0.11,oLU ILI COLIC STEEL ,o0BT 0.0. -0072 Recomme or Approvayl Approved E BARDOUR ENGINEERING COMrANY INC. Description: ( /�� c it 4 an MG PLACE, SUITE M location: _ACRD F fJO,(// PP/// 5'S P O! /zl �^ND 4A1 , ubdivision Engineer DIRECTOR F TRANSPORTATION SAN DIEGO. 22.T C SEn° fE f1DA0 05 //1L UDRTH /lF Zr-&/T 4 ii/Y / /FI A Engineer of wok Checked b will 111110"t CKD ""I Record From: CD �f .4/9L //J /F6YJ Q �!-,� - Y T.M. INK BHS RLS H77 ' EI*v: 129.773 Datum: U. •9C 4f 019. �i�t" Q Approval date !'P . W As ea /cr -g P R.C.E. I ©284 , _, 3598 ma FILE N0. i !/P 304.20