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7759 WORK TO BE DONE IMPROVEMENTS CONS/ST OF THE FOLLOWING WCIPK TO 8E DONE Q) ACCORDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY ENGINEER DEPA,PTMENT STAND,420 SPECIFICATIONS AND SPEC/AL VILLAGE PARK VILLAS PAXOVI51ONS FO2 IMPROVEMENT OF SUBDIVISION STIPEETS AND STANDARD PEFERENCE DRAWINGS. h STD DWG. NO. �X UNIT N0 . 3 .• j :-- ;..�/'. 1� ASPNAL? CONC.SURFAC/NG. r.: 200 -3 G" TYPE "E" CURB ` GU7TE2 P.C.C. SIOEWALK W c ' 215-1 305-2 - P.C.C. AL L EY APFZO N ESMT. rte. ,\� � . 203-1 CUT OFF WA LL m 3 \0 0 5- 9 V.C.P SEWER LINE ` OEADEND. iBuV.C.P _ w- I O -3 W =flR/VE_w O S 4-, S 5 SEWER MANNO( E 3 5 A O \ P S-/3, S-/4 SEWER LATERAL STA. 1 5 a 3� ® RE DUCE,P i w EASEMENT N0.7 EASEMENT N0.6 \\\ m A.C . WATER LINE (CL, 1•iq) 8A.of/ (y ® GATE VALVE ASSEMBLY NY0)244T ASSEMBLY ��� srA. -- FN. ® AC.)eA.C.XFLANGE TEE tV1fLANGS vA.C.,0G, V. IlItzo ® A.C• TEE . -=y LEGS N D 0 CAP A65EhfBLV -� IS BUTTE.2FLY VALVE- ASSEMBLY 5Q - SHEET NUMBEA? LIMITS (V BLOW OFF ASSEMBLY ___0-8.0. -o- SEWER MAnIHOLE KEY MAP ® MANUAL AIR iRELEA6E ASSEMBLY 2/8, -2/9 MONUMENTS -� FIRE HYDRANT SCALE 1 "- 200 E)!N/B/T "B" STREET LIGHTS o� .�( STREET LIGHTS (7000 L(IMEN) � 214- •TYPE C.S GUA.PO FENCE ASSEMBLY -p- DI.PECTION OF SEWE)? FLOW -w - NEW WATER MAIN, N SEWER LATERAL TABLE zL N OOQc 2 ,� ,x I`Q �Q O o LL m j h WW J32 wNW WZ� tiw 0�1 REMARKS K-1 W QQ�W� WQ \ �_ v DOQ�• I ZQ� ?QJ ?O� vJ ou41 D 4" 1486 LT. 289.61 -2915 6 0' 20' 297.5 32' EASEMENT 4" 3406 IT Z645512677 � 20'_ 293.7 32' EASEMENT 60" PUBLIC R/W 4" O•/34 LT 2539 2910 16' 297.0 ESMT NO.B LINE °W' 4" 04-:36 QT 237 29/.7 (o . p lO' 297.7 4 /0 20 i 201. /O i �� 2p 4" 1454 12T. 79299 295,2 6.7, /0' 301.9 i Q" 115!o LT 93.03 29¢.(o : 6.9' IS' 3riL5 ESmTMO.B L/NE '�4" F� 4" /.�/O ,27296.09 297Cv 9.6' l!' 7.2 ESMTNO.6 LINE"0 SAN DIEGO COUNTY ENGINEERP DEPT. STD, OWG. NO. 2 4" I-f02 /zr: 296..18- 29.'75 9.7' _.I/' 3p7. 2 ESMT.NO.SLINE"B" 2% 2_.d o LEUCADIA WATER DISTRICT STD. DWG. NO. Q G" IOh47 LT 298.90 .300.1 7.51 lo, 807.ro ESMT. N0.7 L/NE 'q" TYPE "E"CU:2B OL/VENNA/N WATER DISTRICT ST4 DWG. NO, 6" /2436 .PT 99.53. 30./.8 %8' /2' 3096 ESMT NQ 7. L/NE'//B" 4"P CC. SIDEWALK E/VCIN as ? AS BUILT STRUCTUAL SECTION P 4" 12. 91 LT 30//3'.x•-o _6.Q' 18'_ 30.0 THE STRUCTUQAZ_ SECTION WILL BE IN GRADING P6 ?M/T NO. L-6351 h 2 AC ON 6"AGGREGATE BASE CLASS 3 ACCORDANCE WITH SAN DIEGO COUNTY 4" I3f62 L 503.40' ,30,46 68 ..5' 1& 3/2./ STANDA,POS AND AS DETERAAINED BY THE BARBOUR COMPANY SITE 6" /3464. LT. 30547 306.8 6.0' /8' 31/.8 THE /vl.4TER/ALS LAB• /, ,� _ 1 CONSULTING ENGINEERS vo. � OC,Q �.� 4" 13485 _ i?l 4.14 ' (0.0' l0' 312.7 ESMT. No.7 L /NE ^a O/V 6" /Of45 RT. 31.0.72 315.4 7.3' /8' 322.7 ESMT. /�/O.G LINE "A ° 7559 ENGINEER ROAD, SUITE 212 SAN DIEGO, CALIFORNIA 52111 (716) 277.5502 6" 1Ot47 _L-T 3/1120: 3131 8.9' /O' 322,0 ESMT. A/o,G LINE'A WLLLOWSPRING DRIVE ENGR DWN CKD DATE APPROVED- 6 2-110 ,e 3LPB8 31�-2_ _ 10.'T 15'__322.9 ESMT. NO.G L1A1E'/B" T 5. k2e N. N 6-12-72 4" 2126_ �J_ /0-87 31,6:2 6.7' 19' 322.9 ESMT NO. 6 LINE `B" R c e _ PRIVATE CONTRACT A TYPICAL STREET SECTIONS SHEET COUNTY OF SAN DIEGO � NO SCALE. S BUILT I ENGINEERDEPAR7MENT SHEETS 7 6126174 PLANS & PROFILES- LED H. BARBOUR R.C,E. IOZBq FOR THE IMPROVEMENTS OF `o - ez; psi _, a APPR°YE° °ATf: VILLAGE PARK VILLAS UNIT N0. 3 LOCATIONMAP SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK Recommended for pprova Approved LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPALWATER DISTRIC "° Description Approved by Date Description: COUN7Y MONUMENT NO S.F. 6-1167 _ NO SCALE E. i REV. SEWER L4TERAL CHART 6 PROVIOf B RA ss CAP /N CONC rzETE. - WATER WORKS APPROVAL � � s�n Eng eer n1,. Engineer APPROVED BY BOYLE ENGINEERING 4SBUILT STREET STRUCTURAL SECTION � /� Location: COOPOINATE 312N. - /(623c; - - - Engineer of work Checked b �•�--� En Ineers for the District 'yy pp op Record From: COUNTY OF SAN DIEGO / 'j -6 - A aa>�� 1?,1 d ��z� Approval date `e7090-3 APPROVED / /�.��}/� ,.� 7.6- 0 GOO1-137- 03 �� Elev: 3/3. 63 Datum: U.S.C. `G.S. SeefetdI'6- 1anoger bare R.C.E. 1'S3 5 DATE I.D. .NO. R.C.E. 10284 03-8-?3 TM FILE NO. 1ELD GENERAL NOTES 0 5PEC 14L NOTES SEWER NOTES WATER /VOTES J /. LOCAT/ON AND ELEVATION OF 1MPQOVEA/E1VTS 7-O / 7WE CONT,2AC7-OAZ' SHALL SECU2E A PEPM/T F02 BE MET AY WORK 7-0 DOME S!!/ BE C01VF12/v / WATER SYSTEM 6N4LL BE C01\1157-PUCTE7 /N ACCOP JANCE SY FIELD MEASU2EMENTS 2 7-b 601�/5T/2UCT/olV CONSTRUCT/ON P2/OZ TO ANY W021L. WIT-1-1 THE STANJAP05 OF' TUE OL /VENNA/N MUN/C/PAL WATER D/ST2/CT OF I'IElN WO/Z/G. 2. SEWE/Z MAIN5 � LATE2AL5 SHALL .BE CONSTPUCTED A0CO2D11,V6 TO T/-1E I-EUCALDIA COUNTS' WATE,2 01ST2 1CT 2. WI4E2E ELEVAT/OHS � G,2ADES A.PE NOT SHOWN On/ THE WATER 2. CON7-2AC702 WILL MAk'E EXPLO12A7-1O1\1 EXCAV,4TIONS AND SPEC/F/C4 /OHS AA-10 STANOgQO OETA/LS FOP OE:WE2 MAIN P2OF/LEA TOP OF P/PE P,P.3F 1LE /S 4. FEET�48") BELOw LOCATE EX/STING UNDE2GPOUND FAC/LIT/ES SUFF/C/E/VTLY CONSTRUCT/ON. CENTE2L/NE F/N/SH GQADE OF STREET AHEAD OF CONST2UCT/O/J TO PEQM/T l2EV/S/ONS TO pLA Y.5 /F 2EVI0I0N6 ARE NECES6A2Y /3ECAUSE of ACTUAL 3, COMPACT/ON OVEIZ 5r AP00A/1:) P0PE.5 /N EASEME�/TS TO BE 3. MANUA L A/!2 QELEASE5 SHALL BE INSTALLED AT ALL H/GN LOCATION OF EX/STING FAC/L/T/ES. 90 % M/N/ti1Utii1. POINTS /N TyE WATE(2 MA/N P20F-1LE. 3 CONTPACT02 /S CFEg01kPE0 7Z7 TAKE F`ZECAUT/ONAPY 4. ALL MA/N5 � LATE/zALs SHALL BE TESTED Us/NG A/!,>-TEST' 4. UNLESS OTNEIZW/SE NOTED, CONNECTIONS TO EXIST/NG MEASU,2ES TO R1,70TEC7- 7-//E UT/L/T-Y LINES MF-T/-/DOS IN SPEC/F/CgT/ONS 4FTE2 7-NE /NSTALL_AT/Ot,l MAINS SHALL BE MADE O/21! THE TIME ' DUr2AT/ON OF ANO ANY OTNEZ EX/STING LINES NOT OF PECO2D 02 NOT OF ALL OTI- , C/T/L/T/ES. SLIUTOOWNS OF EX/STING MA/NS SHALL BE SUBJECT TO SHOWN 01J T"46-::!SE PLANS- APPQOVAL BY TI,IV D/STR/CT 5 THE CONTPACT02 MU`.57- SECU,PE APP,POVAL F',20M THE 4. CONT,2ACTO2 SHALL NOT/FY THE SAN DIEGO GAS ELEC. INSPECTOR BEF02E SACK FILLING OVER ANY WYE 'S , .5. A.C. BY A.C. ON LINE GATE VALVES WHERE REQU//2ED AT COMPANY P2/02 TO STA2T/NG WOQK y/EA2 COM/�ANY FAC/L/T/ES S7-2EET /NTE,2SECTIONS SHALL BE LOCATED ON THE PRO- AA10 C00,PD/HATE H/S W02K W/TN CORi1PAN✓ QEP2ESENTAT/VHS 6, NO .PEV/SIONS SHALL BE MADE /N TNE5E /CLANS WITHOUT LONGAT/ON OF THE STREET P/GUT-OF-W4Y L/NE GUNEA EVER TELE : 232 -4252 EXT. 756e) THE AP,PA20VAL OF TyE 0/STRICT ENG/NEE2. POSSIBLE. 5. 00AIT,QAC7-02 SHALL NOTIFY THE PACIFIC TELEPHONE CO, 7 APP2OVAL, OP TH/S PLAN BYT-HE DISTRICT GOES NOT CONSTI- 6. CONTRACT02 WILL EXPOSE BY NANO EXCAVAT/ON THE EXIST S.D, P.P/O.e TO START/NG W02K NEAR 00"1::: INY PAC/L IT/E5 AND 7V7-E A keEP2ESENTAT/ON OF THE ACCURACY OF T/JE LOC,QT/ON OF PIPELINE /O" /�2L EXPOS LINE ANO 3EYCAS L/NE PP/02 TD SL/CLL CCUl2/,71NA7E Il/S 1t02K W/TN COMPlJVY2EPRESENTATIVES. O,eT9E EXISTENCE O2 NON- EX/ST-ENCE OF ANY UNOEeG JNO INSTALL /NG THE. PPOAC�SEC� WATE2 LINE , IN THE EVENT THAT TELE: 298-0595. 0771LITY1 PIPE, O2 57-2UC7-U2E w17-14 1N THE L/M/Ts OF TH/S AN EWOTIA/G LINE /S NOT AS SHOWN ON TA/E PLAINS, THE v^�AOES PROJECT AND EL6V4T/oAIS OF THE PROPd5E0 W,4TE�' MA/N SHALL BE 6. CONTRACTOP SHALL NOTIFY THE OL/VENHA/N MUN/C/PAL QEV15EO TO P,PC>VIOE 121' A-41N. CLEA241VCE . THE 1 EV15ED GJ?AO 5 WATE2 0/STRICT P,2101<F TO STARTING W029 NEAR O/ST2/CT 5 TIE 012AW/NG5ANO THE DATA 14E2E.ON AI2E 14E1ESY MADE ANO ELEVATIONS ARE 5U5JEC7- TO APPROVAL. OY 'TI,IE 01 STRICT FAC 1L.IT1ES ANO 5HALL CG�ROINATE I-//S WO,eK WITH T/-IE A PA2T OF TyE SPECIFICATIDA/S. DISTRICT REPRESETATIVES PP/O/� TO NW/TN CONSTRUCTION OF THE W4TE2 MA/N. TELE : 753-641oro 9 ALL P/PES SHALL NAVE 4- " CRUSHED ,POCK OF-OoING, SHOWN 7 C01,17-2ACT0,e SI-IALL NOT/F-Y THE LEUCAD/A COUNTY WATER AS TYPE 'IA° ON L C.Wo STD. DA/G. 0 -/2 D/STT,2ICT 46 I-I26. PRIOR TO STARTING WO'Oe SO THAT /Q, /A/SPECTO/2 SHALL BE FU2IV15 4ED 3 SETS OF CUT 514EE.TS. 1 N5PECTION CAN BE PPOVIOE L? 1/, ALL SEWE,2 MAINS AND LAT'E,PALS SHALL BE CONST,PUCTED TEL6 : 753 -0/55 WITH A 46" M 11\11MUMI COVE,2. ALL LATERALS SHALL BE CONST.2UCTED CLEA2 OF 012/VEWAY5 8. I/,4S 13U/LT " WATER LATERAL LOCATIONS SHALL �E SHOWN F, COMPLETED ON THESE 02/G/NAL PLANS PR/O/Z T-O "NOT/CE 12 ALL LOTS SHALL BE SE,PVED AS SHOD N IN DE7"A /L BELOW. OF COMPLETION 13.OTANDA/2D SPECIFICATIONS Fog L. C.W. D. SEINER CONSTRUCT/ON 43. C"ONT2.4CTO2 SHALL 00TA11V A PERM/T F110M THE I'COUNTY A,2E AVAILABLE AT TI-/E D/STQ/CT OFFICE. ENGIAIEE.P. /20A0 DEPARTMEN7- '1 FOR EXCAVATION WITHIN COUNTY PIGI-177S -OF-WAVI 14 ALL CONCRETE TESTING 2EQU//RED BY THE D/STP/CT W/LL BE AT THE EXPENSE OF Tf,'E CONTI2ACTOF2. /O. ALL TELEPHONE SERVICES W/TN/N TH/S SU130/V!S/ON A/2E 'UNDE.2G200N0 INSTALLATIONS °. FOP LOCAT ION OF CAOLES /j. J08 M/k/NG OF CONCPE7E WIZ-/-- NOT BE ALLOWED W/TROUT APPURTENANCES CONTACT THG PAC/F/C TELEPHONE CO. THE PE2M/S5101V OF LC. W.O. II ALL ELEC . � C.AS 5E,PV/CE5 WITHIN TH/S SU13DI VI S/ON APE 'LlAIDE2GROUNO 1AS7-ALLAT/O1,J5." F )R LOCATION OF ELEC, Cl7BL5S, GAS PIPING � API`UPTENANCES CONTACT THE SAN O/EGO GAS (� ELEC " CO " /2. 17' S1-/AL-Z- 8E TI-/E 2ESPON5101LITY OF THE DEVELOPER TO: FUTURE PRIVATE COA17-ACT T-,4E UTILITY AGENCIES, ADVISE THEM OF THE EASEMENT CU,PB ELEV A5 SHOWN P/20POSED I MPl20VEMENTS, A,VO BEAR THE COST OF LINE I /A/ SEWER LATERAL TABLE . ,PELO C,47-/ON-S . q -2� SEIA/E2 MAIN 13 NEITHER TUE OWNE,2, 02 T14E ENGINEE2 OF wo2K WILL --® ENFORCE SAFETY ME4SU2E S OR /REGULATIONS, 7-NE FUTU/ZE� CONTRACTOR SHALL BE SOLELY 2ESP0NS10LE T14EIZEF0.2E . 6i PR/VATS sT.2EET 14. ALL UA/DERG,20UND UTILITIES 4 LATE/2AL SERVICES 514,41L BE INSTALL E/7 BE F02E TI-/E: CONSTRUCT/ON OF CU2B5, 14,�/CP GUTTERS, 0.2 SURFACING OF THE STREETS. VqQ/ES,SEE SPECS. 15 NO DRIVEWAY DEP2E SSIONS ALLOWED WI7-1-IOU7- _ LATERAL 02/VEWAY AP12ON C0N6T2UCTIOAI- LENGTC/ TYP/CAL SEWER LATERAL PROF/LE. NO SCALE . PRIVATE CONTRACT sfEr COUNTY OF SAN DIEGO CV^ ENGINEER DEPARTMENT SHEETS PLANS & PROFILES FOR THE IMPROVEMENTS OF COUNTY APPROVED CHANGES VILLAGE PARK VILLAS UNIT N®. 3 BENCH MARK No. Description Approved by Date Recommended for A proval Approved Description: COUNTY MONUMENT SF.fo -/967 B2ABS CAP /N CONCRETE ��' Iineer �� y Engineer Location: COOED/A/ATE 319-N - /693 E" Engineer of work,f Checked by/�dn Record From: COUNTY OF SAN DIEGO �90�� Elev: 313. Co3 Datum: U,S.C. �`G. S. Approval date R.C.E. 10284 ,33-73 T.k FILE NO. 1' w� S•� w T NwE� W Sw N_ �_ ��_—_! !_ .�w�� !� � Tmss� � Ids � s ��i�.����5'�wwwlw�•�i �i� ���T�i �.li w��� w�r. 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A /V ?8' 4r�R ES1V770 N zaWA7-ER SE./*'vrCE. EASEMENT N 0. 6 AND 7 mW �\ "'EASEMENT NO, 7 m ouvEN�4i/vwATER EASEMENT M /& 5c?. WATE2 E,45EMENT• 1r_ VILLAGE PARK VILLAS UNIT N0. 3 9 \��� a SCALE P'= 401 [v D/ST. RJ�"/✓O. 73�OZ33 SCALE l �Q ti COUNTY APPROVED CHANGES BENCH MARK DIW a� P OgTE•' FEg, Z;1.07.3 No Description Approved by Date COUNTY MONUMENT �F6 - /967 Recommended foAppra Approve Approved C' �i REV-SEWER PROFILES BROUGHT V Description:BRA55 C4 /" CONCRETE, V /q( "- 1 %" B �/' "�, C00R011\1QTE 319N, - 1693E. Subdivision Engineer C only Engineer 9k Q SEWER LATERAL INTO HH. 30 Location: `f Aq� L Engineg of work Checked by /-�'atz � 116 Record From:_ COUNTY OF _SAN O/EGb // Approval date T� SIa$b?C1 �A Elev: 3/3.63 Datum. S.0 E6S. ✓�' 3 pf!^ R.C.E. 10284 3 `8-73 - _ - FILE NO. G f� v7 -