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7063 WORK TO 13dIf DOME SE!NER LIJTERA L MAZ - /WPRQYE1AfA17,5 COA15157IN6 OF T•S'E FOaOWIAV WOWf �0 13E /JOKE 4CCORD/N6 TD 7hO 1 THE CU.BPENT S441 O /EGO (22LX17P EAW1,VEER i.DEQALPTMENT STIIN.OWRO SPEC /F /C�/T /G�t/S llil/D SPEC /4L PPO!//S/ONS FD? /MP1en OF S1, / /S /O1t/ ST.PEETS INTO 5T4/V/ "1? N10 1N IDIIOP 1 ELEV /NVOEPTN /lEFE/IENCE /7/I4l�V /UGS. COT INV ELEV TO P LENGTH C6 ?.(3 BELOW .PEM40( NO Mtl /N PROP UNE eLEV Ca,�a /MP�POYEMELVT5 57D ,DWG M0. SYMBOL /. 259 0/ 03' 26109 30' 266.89 628 Z9/A3 NITALV /STe1 OP -x 4SP.5 CONC.PETE SZI , IC//UG - - - - - - - - - Z 4 23845 30' 24425 6.53 311-38 MTN V1574 JAO * 6 ° TrPE C c��r3 4u� GaTrE� 3 207.62 209.41 30' 2/5.2/ 6./8 33 +79 Af7N V/S74 M �E J I 4. /93. SD /9536 28' 70L /6 6. Z5 22x93 Wh' /TEWOOO PL COrUC/IETE C/1055 G'UTTE/r 111VI- /zclrMIV SE61We:/VT G�35- 5 /9(.67 /98.97 Z04.77 6.39 21493 6. /98.22 000.53 266.63 6.51 ? / ,'Q? CU/1/3 OL/TLET---------------- - - - - -- Dr35 - -- 7 198. __ - 20 40 207 6.49 21,'22 EX! &T. 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PL ONA �� /P ° J �? { d C P WVITE/I L /NE CL- /50 - - -- - - - - -- - - - - - - - - - '�� 19 22742 -- Z ?9.50 449' ?3530 C/o 34'F.QN'1YP .0 OA/2 19, // EX /5T INgTERL1NE ESM'T SEWE/p M/LUNOLE - - - - - - - - - - - - - - - S14 - - - - 0 0. 228. /0 Z3/. 54'' 237.30 6.37 78 F.P. NZYP .0 ON,e /NTO M H. ^3.3 ?2qj AV / / PER �C Np. 2/070 2L MI X - 23'738 55' 238. /8 6.68 49 F.PSZYP2C ON A �• � 247E 4616 /O, 1972 SEW25e L,172cRzfL - - - - - - - - - - - - - - - - - S+13 - - - - - -� 22 22120 ?2870 34 23430 635 CM6TY b Nf /3 � � � - f - G4TE OR 5UTTEPFLY VALVE ASSEMBLY - - - - -- �- - - -- Bf� -'�( )3V 23 220.66 223.82 26' 22962 6.69 11102 /� 6 l ' 24. X13.01 2/¢17 26' 22/.// 7. /Q / ? , ' ?Okf/NU /NGSoPtr . /'S� / l J + W012; L4TE/jllL ------------ - - - - -- + - - - -- ` --_� 25. Z ?Q 70 -- ?2345 -_ ¢7' 229 /5 __- X44 65'FPELY . ONSC' �, tNTO MfJ /9 1 + FIff NY2P01IT ZSSEA)�OLY------ - - - - -- -- - - - -- C�FH X. 2 ?0.29 ?2 74 33' 22754' 6.07 d'E'LY OCII NF 18 27_ 2/°67 - ?/4'.86 Z8' 22705 28. 21 - 5.39 4" PCC ENC�ISEMEil1T---------------- 5�/2----- ....�� / tL7 / . l , 70 I✓OTE2 ESM'T 2. 3/ 2/3. 86 28' 2/9 � G. /3 /2169 � '� y + BLOW OFF .4SSEMljLY - - - - - - - - - - - - - - - - - Cie. a 2/ �.P /i►� / / DOC = 74- 321807 29. /.63 2/6. /5 28' 22195 718 14104 _ p DOTE /2 // 74 + MANU4L 30. . 211-20 - ._ 2/9.09 2B ?24 8Q 8� ,39 /¢ t 9/ � �� , \ /aldAN Esw r. 3/ ZIO.Jb- 0.3' 2/753 28' 223.33 8,14 161'60W11176XCWP1. + AC TEE --------------- - - - - -- -� - - -- -� 32. t2 ?3 6 ?B RE/X/CE.P ---------------- - - - - -- - * - - - - -- �- x NOTE : CONSTRUCT TEE SADDLE WITH COLL4Z PER LEUC,4DI,4 COUNTY h/gTEP N / - - - - -- - - - DISTR /CT SPECIFICATIONS A/V/J STD Dh/6. 5-16. 3 C4P 4SSEM�3LY E Tti"4PESM7 ��' 7 0� - - - -- 047E ✓ 41V 1,71973 -4 _/ P1PE CZ1ZV6PT, N,C7ZD Y4LLS 4"W X - - - - - - - = =Z:o 20' W%TEQ � 26 � ESM7 25 74 32/807 LEGEd/D - ('EY M21 P DATE /2.1/ 74 ST/2EET L /3/,/T 7,000 LUMEN / - - -- - - -- - 41k� - T- - - -- o� - 5WET L/GNT -- - -- - - STREET 5161V - 33 STORM DR4 /N - - - - - - -- � �= 97R,ETT S/rRVEY MOAIUMEAI T - - - - - - - - - - INLET ------ - - - - -- SEWE P L /NE -- - - - - - - - - - RF510SV71ZZ /.J.P /VFk 4Y - - - Z07 -4T, 305 -3 T, 306 t/ -�--- A0AIA(7LE - - -- - - - - - - - -o-- W4TE.? L /NE - - -- -- - - - - ' SHEET NUII BE.P - - - - - - - OO + AC x 4C x FL 4NGE TEE W/ FL 4N6'E Y4L VE - - - - -+-- - - - �EY M�IP 208 -IT - -- SC4LE /t/D/C.47E5 LEUCIJD /�I COUrt/TY WATER D /STR /CT STl1N0l1.PF> ✓OR�1W /NGS /�f/D /COTES OLNENfL4IN MUNIC1,00Z WZ17 P D /STRICT ST�Y1�f/DARD L124W /NGS IXIDIC47,55 5747E OF C,4L/FOWN14 , DIP1,5101V OF .Y /61/0 6 PLANS. /ND /C4 TES S4/V D/Ea0 COUNTY E/VCi/NEEQ DEP4PTMEYVT STANIOARD DPaW/N6S. r� rJYirr) S s/TE \ Y/ 1 TN "�3 C � N/T V , by -4 7r y 1 121=0 F54P- T24.>u 2.0 . IO284 Fy bATE: e I 6U P 60 = 56' 52' STREET L IGHT T Al ?o= / /6' /0' L- 7ZL16 - W /o 8' 20'/8' 41N _ ERR THE OAAI•(lUn EP1GIwEiRIPIC COMPANY, 1w. . T T 3974 �0SEOWkW ST U MN DIEGO, CAUFOA -92+ +0 a,n m 44n PKF ^ BSI Al `� vL W e1RYlfs O " ILO lE / ELEY,4T /ON SHOWN O.1-/ vnR / D w N.�. 5 74 .�� SEA . ;.� '? 1 1 ZY, PROFILES ?�: 7 . 121 - MICROF +L RED I\ < A t,(, r�caGlSlul+► r j�),1/ fr) f'� PRIVATE CONTRACT • 11 1 THE 571%ICAM41 SECTION NIZZ E36' /N SHEET COUNTY OF SAN DIEGO 10 ,4 N / CCO.f'DlJ CE W TH N D/E O ENGIN D EPARTMENT S4 G CCx/rt/TY ENGIN E MAR 2 4 1915 YAY 1 , ", "1 lo" TYPE ' S 'C, ¢"GUTTE/z ST4ND�I,Q,OS ,4(/D ,45 DETE'P/Y1 /NEB EiY ( 3 %2 "A.C. SNE TS THE IWW7,6,P/4LS LA.6 12"/VgT1Y4F IF 95 % PLANS 8i PROFILES (aI KUh►LMtI. • ^. _aa o V /C /N /TY MA P -44 2 " A .0 oNNKY/NTA /N V15TA /VO sc�Zf TY P/C4L STREET 56C 85.9° -.�- ,'70,60) FOR THE IMPROVEMENTOF I HEREBY 46,PEE TO COMMENCE WOQK ON ANY 1MP '0YEMEN NO SCAZ Cr VILLAGE PARK TRAILS SHowN 01✓ TI PLAT ✓S WITHIN EXISTING COUNTY PIGHT- SEWER AGENCY MATER AGENCY COUNTY APPROVED CHANGES OF -W4Y WITH /Al 60 /JAYS 4FTE2 /SS6 OF THE CONST- SAN DIEGO COUNTY LEUC ADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRfCT me. Description Approved 6y Dote BENCH MARK Rec r Appr♦vei As ?UCTION 4ND TO PURSUE 700 , t � (, PU-1 WORA' ACTIVELY FLOOD CONTROL DISTRICT D .eeri 1-;.e: 12 /1j0�1/P /N /N COA/C. STEEL POST C ` I ON E1/E2Y �• W02K / / ✓G DIY UNT /L COMPLETE/> IFIPE- C.J. HOUSON- DIRECTpR OF pEPARTMENT WATER WORKS APPROVAL SILT dQi 9/7/�p o.� a (�sdrf�wr++ SANITA ION a FLOOD CONTR w al vi elan Engineer o o�Tr C..n� o n Inver t _ l t n Location:. L L SA T SPEC TIYQAAV'D'(�1 eRF- /U/JENT OF GNY 0/,L/E.P 1i/ORk.4S5t�^- APPROVED BY 0 =« ��� . ?Sl w. NGINEERS FOR THE DISTRICT Record From: CO. O APPROVED BY BOYL E ENGINEEfZING rQ/J. [� PP !// I I rot erk Chocked by 1 4TED Al TH /S DEVELOPMENT OP ON1JE M CO /ROL, EIY: SEC = MANAGER DA F -AdAl 6C EV / - I R'0C T. �''. - - %u I� c - a�/- /77 -00 ELT: 129. 773 Detem: U. &C' 4"GS. ? eu Approval dots 01VNER: DATE CE /5325 oAT I N ie !0284 zSFEa is FILE NO. I GENERAL NOTES SPECIAL NOTES SEWER NOTES NEATER NOTES 1. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASURE I. ALL WORK SHALL BE 1N ACCORDANCE WITH THE LEUCA014 COUNTY WATER DISTRICT (L.C.W D.) STANDARD SPECIFICATIONS, I. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF' THE OLIVENHAIN MUNICIPAL WATER DISTRICT. MENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL NAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. Z. SEWER MAINS AND LATERALS SHALL BE TESTED USING AIR TEST METHOD AFTER CONSTRUCTION OF ALL OTHER UTILITIES 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 4'(48 ") BELOW 2. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. CENTERLINE FINISHED GRADE OF STREET. AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF £X /STING FACILITIES. 3. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO CONSTRUCTION. 3. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS ON THE WATER MAIN PROFILE. 4. COMPACT /ON OVER AND AROUND PIPES IN EASEMENTS TO BE 50% MIN 4. UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE WET. THE TIME OF CONNECTION TO EXISTING MAINS 3 CONTRACTOR SHALL NOT /FY THE SAN DIEGO GAS &ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACT SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT FOR CONNECTIONS, THIS TIME AND DURATION OF SHUTDOWNS OF L /TIES AND COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. TELEPHONE 232-4252 EXT 7569 S. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR BEFORE BACK FILLING OVER ANY SEWER #YES. 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 D. ENGINEER. S. A.C. BY 4.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.C.WD. DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCAL /ON 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 2ML0595 PROJECT. 7 CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH 6. CONTRACTOR SHALL NOT /FY THE OL/VENHA/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 OVER TO THE OL/VENHAIN MUNICIPAL WATER DISTRICT. LIT /ES 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. 7 CONTRACTOR SHALL N07 THE LEUCAD/A COUNTY WATER DISTR 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECT- 9. ALL PIPES SHALL HAVE A 4 INCH MINIMUM CRUSHED ROCK BEDDING SHOWN ON L.C.W D. STO. D #G. S-12. 8. LOTS NUMBERED / THRU 34 ARE TO RECIEVE A IINCH COPPER WATER SERVICE. ION CAN BE PROVIDED. TELEPHONE 753-0155 10. INSPECTOR SHALL BE FURNISHED 3 SETS OF CUT SHEETS. 8. AS BUILT WATER LATERAL LOCATIONS SHALL BE SHOWN AND COMPLETED ON THESE ORIGINAL PLANS PRIOR TO NOTICE OF /I ALL LOTS SHALL BE SERVED BY .4 4 INCH PVC. LATERAL SET AT A 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.#.D. 9, CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY ENGINEER ROAD DEPT FOR EXCAVATION WITHIN COUNTY RIGHTS OF WAY. 1• STANDARD SPECIFICATIONS FOR L.C.W.D. SEWER CONSTRUCTION ARE AYAILABLE AT DISTRICT OFFICE. 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 APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY 14 JOB MIXING OF THE CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE L.C.W.D. If ALL ELECTRIC AND GAS S£RYICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATIONS OF ELECT- I5. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, RIC CABLES, GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAY/NG GROUND DURING 12 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVE- THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST SE PREPARED FOR MENTS AND BEAR THE COST OF RELOCATIONS TO AN UNDERGROUND INSTALLATION. ALL TRENCHES FIVE FEET OR MORE /N DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A l3 NEITHER THE OWNER NOR THE ENGINEER Of WORK W /LL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL BE REGISTERED CIVIL ENGINEER OR STRUCTURAL ENGINEER AT THE CONTRACTORS EXPENSE. SOLELY RESPONSIBLE THEREOF 16 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 INCH MINIMUM COVER. ALL LATERALS SHALL BE CONSTRUCTED 14 ALL UNDERGROUND & LATERAL SERVICES SHALL BE INSTALLED BEFORE THE CONSTRUCTION OF CURBS, GUTTERS OR SURFACING OF CLEAR OF DRIVEWAYS. THE STREETS. 17 BACKFILL NOTE WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTSSHALL BE SUBMITTED TO THE DISTRICT INSPECTOR I5. NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DRIVEWAY APRON CONSTRUCTION. BYA QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL #AS COMPACTED PER DISTRICT SPECIFICATIONS. l6. ALL STREET LIGHTS SHALLS BE STANDARD 7,000 LUMEN MERCURY VAPOR ORNAMENTAL STREET LIGHTS UNLESS OTHERWISE 16. 4OJUST HEIGHT OF ALL EXISTING MANHOLES TO NEW Ck'ADE. NOTED. I7 ALL ROCK SLOPE PROTECTION SHALL CONFORM TO STATE SPECIFICATIONS SECTION 72 JAN. 1973. 18. A PERMIT SHALL BE ACQUIRED FROM THE COUNTY ENGINEER FOR ANY EXCAVATION WITHIN THE EXISTING RIGHT Of WAV. l9. THE CONSTRUCTION OF ONE PCC STANDARD RESIDENTIAL DRIVEWAY PER LOT, LOCATION TO BE DETERMINED IN THE FIELD BY ENGINEER OF WORK. PCC SURFACING OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWINGS 207-4T & 305 -3T, 306 20. GRADES OF 10- 11.99 %, 2 OVER COUNTY APPROVED BASE GRADES OF 12 %, 3 OVER COUNTY APPROVED BASE GRADES OF 14 - 15.997, 3 1 1z "A.C. OVER COUNTY,4PPROYED BASE GRADES OF I6- 17.99%, 4 "A.C. OVER COUNTYAPPROVED BASE GRADES OF /8 - 20X, 4V2"4.C. OVER COUNTY APPROVED BASE "AOJ ftlLT" I -TOP OF CURB ELEY i THE BARE+UOR ENGINEERING COMPANY, INC. , 5278 1WKCPAW &T. - FINISHED STREET SURFACE wi D)EaD, cAUwtwtA "its )n4) 111111111114 INN: CK DA. : Artw 0 7alqz INVERT DEPTH! CURB - LATERAL INVERT IT* < d� °REC1 ION •ct rozea INVERT ELEY. P R/W GRADING PERMIT NO. L -7206 MIG'ROPI Sp FP �� 03 MIN PRIVATE CONTRACT M;D Pf3" ' "d INV. ELEY 1 SEWER MAIM 10 RY 15 1979 M LATERAL s" T LENGTH COUNTY OF SAN DIEGO h11J -I J`D - ENGINEER DEPARTMENT SHEETS TYPICAL SEWER LATERAL PROFILE GENERAL NOTES NO SCALE VI! *LACE PARK TRAILS COWTY AWED CHANGES 1 �M►N(.n., N. irirtiM App - - by OMB *GPM WAR* n •c•w•••n•d • I c Dw.wrlpitw: /%t /dl9�t/ hrA/ /A/COmC. Smrz /!T rb AS h1U /LT ,iw �Il • GL 0072 1975 � _ Locat O. �, MAR. *2 4. rla•n En In.•r caF PUTY CwM Iw «r _.. 'O - -. nsin d Ck•ckd ►y 46204 /ww: '.3cIdJ 1?IFQO 1 .V40C T.1► MNC.ftOFILMi(,� Kiev: 773 D.tww: U.S -C L'6.S . as.�e 7s FILE NCO. 'PERFECT• PACT PLATE A RODNEY STOKES CO. kn 300' VC O 280'Vr - cq g 2G0VC. ti 0 0 h m b, W NN u O O t� ti N ib !h aj Q 4 nl h d �� I �U IO h 2 ?5 l/Y'LY `� p Q a Q TOP OF vYLV CU/rB N o o a �; j 4 I �: 36.09' �� N I ti N� ti �I� Q Q F lo ti n 4/2 N OI N /G/ 40 0 R1J/V4 6E r 0.04 4 ti ff O�� `� I Q b O ti OUTLET STD DWG qj �I ui 1� W / N p J �ov� i Aa ml m N N �' / \ m W o I N �� 210 W ti h o /62 ?a' 39R ~ O \ 50 YC. P,POf /LfCUIlJESt1C /0:100 WA117SWOOD 0 t/47UR.4L C,FbW @ 1 v 2 / ZB0' g j �� SC�1LE'.�/ORZ•P02 ON Or 40 VC PORTION OF W 40' V. C, V" r N h RCP m m o h �\ vi IS v 24 0 q �; 0 o h a ti m O N� �� F /�U /SHED G/IIIVE@ �,\ / N ti ti ti ` ti ti N I N M n� W ° \� Cr � n 225 4 v r o ° a m N N m 2J5 N o ti 220 h b O r. h o o a m �, �, ti O �O„ I � � � "� Q hl � ti v t1i W �, �, ti ti � � o \ �, /4 0/4 e/ 0/4 e/a /4 e/4 x o/a , A s o QC �ti O h 0 m h t� o N N ti o �� O �,° ti \ rMA 2. � c� �0 � � � 4 . 80' 1 TO� /oAC� i I p 6'Z Y CU�PIi �PE7UPA/ y ,t/'L Y. CUM RETURN X26% / (/CL' /50�� 2 ` •• • a ♦ .♦ N ♦ [� \ ti 4. 2 N 3CCILE :t0 YE,PT' /�Z SCdLEf/D.PI• % =2b VE,PT' / =2 PV, � „ AC .R � - P02TiON OF 900' VC. noel /ON OF 8 N4TGt24L G;V @ T. P Z `� \ C ?45� \ ` PORTION OF 60' V, C. / W ( OF @ /317 TP /085 q \ G" F . SEQVICE C ??O O \ 1. F.N SE2VI Cg D 41 h i 66. /O' PC. C. ENC4 SEMENT 5' E,4. S /DE Of 74" P C !? z1\1r_ � \ Q p h 13 - 8 C. / SEWE2 h V v 0 P /PE (CL. /50 3.48% o 2 g c �0 ?90.00' - 6 "'0VC 0 05 % �``� �� \ t� ti a 23000 21 �� a LGb'- 8 "�vC. 4) C 225 - zV v IQ j �,.� m�ti3 ti p ti ° o �, o x _ Iti �� /r.�a' \ O o 5'L Y CUR/3 RETURN AI Y CURB RET[/RN 200 V. C. - SCAIE' HOrP7. / =PY! 1/F�PT' /V?• SCALE HOPI' /:'?O' YErPr- - - - } —. 12 — /4 Q /5 /6 I N /7 ZJO ELY /B CU/r/j /7E7D�IT� 3o0'Vr O VC. ti w219.09 x'90 PMOF /LE' WH17,6 PL4CE N 30'A ESIV 17 - 32 " ' Oa 74- 32/807 1 ` L ` 3� 09' SCALE•' f10RI� / _ 40 VE,PT• / - 4 DATE. 12 74 � fl 8' X- GUTTE.Q W'LYCU/�/3 /O�ITd CU/13/1fTU/If/Ol1Td STD DING G -35 �� e° 29'26'4;e Q'e3 RE7, /IPJ / 11471 G 3,31 /1= 3L7 ' R C = /63 43 8 X GUTTE2 FO/24TEP CURB OUTLET till a= 9C °00'00" /�G9 V4 W PQOF /CE 1 L 47/2 �= 30' !V TEP U/v EO�TQ STD DWG. 035 SEE SKEET 9 - T ( REG STD. D 26 ZQ SEE rSHEE TR �G PC. L° 42/2' _ °47' 6` _ g 0 I ouTL ET ST /�. L_ 49 53' \ W<1TE L/ UE O «E6 STD. D 1 I h I I 6 26) a47z CU�d /lETU V N a= B7 °28'00" j =19 °3'38" CUP/3 TIETUPt//D�1Tll 8 I I 26' 26 \ a /�= 290 ' I D Ico �I �_ 30 8 L= 99.51' d= 7 °53 ¢3 ' 12- 84.00 FH 45 80, 30' I v vl I� 1340146 >` 15 TYPE ,B /NL ET ? ?Z /20.75' 24400' w , 2 _ ,> >' °'- . ..0.00' 0 �,1 � M - ' � � 'PV S7,M,i�( �/p"g� Q/ //� �• �-q�'F F - LY CUPO TA b /t�. d -29 26'4x" �� 6s K 5 ` / � x ti ��V �' 40 93 ! / E /_llT4 V - ' / 520.00' \` �� c; 4 R S - = - 5' 5 5 I 5, 0 5 b. '; .: ' /� J W R- .310 I 6 S O L - 159. 32 ' I /,310♦.48_ 24'TICP -36' S I O / G / I l �. O FN _ f\ �' y� I "' C Q ��' 124. @ %S q 0 T Q � ? 13 i SSE 5,lI IOOF� " - UILT" LE I F 0 �1 Q? Ps v CO/VSTRI/C, /8 8 > �� I ai 6x 6 \/ v / y- — - - ' C/ SEWE2 PIPE N I '' F a W h 28 24 Or7 J 3 CLASS /SCE 0 —� �k .� O (��� q r l!C _ _ THE BARIiOLJR ENGIhkERING COMPANY. INC. Oho 30 27 � t � �---10 ' IJ2AlN,46'E ESM T � r k 0 r b - -- y � 3276 ROSECRANIS ST. ENCASEMENT I �y Q \ SAN DIEGO, CALIFORNIA 92110 S/GLF Z4 ",PCP f SEGUE/ /11 Td 1 'b /k� \ (714) 225 -9337 20'W9TERL /NE m �� �� /� ST Ac'ti - - - - -- ENGR: OWN: CKD: DATE: Ault Ao EX /S T rZ6ON 4NIJ TI -IIII 6ZOtfk/ /1 =300' EASEMENT ti� 1 7� L ° /5Q /B' 15 1 JX 74 32/807 , l to P.� ,!CIO CUL OE S�1C 245 °BE( /OS T= 78.33' 047E 12 -11 74 " - _ - - 3 2 - -- V J_ 241f° 37'2/" °: W _ - (per /Q' ( ' EX /ST /BQ(/� PRIVATE CONTRACT V rJ "MAI f?/�/ /TEW000 ,OZAI SHEET I0 SEP 25 1 G �= 3a' h � /ST lu (( �� ENGINEER DEPARTMENT Q COUNTY R SAND IEGO 0 44/4 = 4C R A.CP J ,. EX /ST20'W,47E65SM'7 SU13l)N /S /ON F30UNGl1QV L /62 24' .SCLlL E•' / a QO MICROFILM p 00(f 247283 j - IJQTE &r7 /97/ �' 6 SEWE/I DL1TL1 / EL V CU/ 1%3 Z3 c17n - IVOTE. 5 MIN B E T W E E N L,4T EPAL v N Z= 29 PLANS 8 l P R O F I L E S E'LY CUPf3 /DATA CONNECT IONS AND MANHOLE 1d'G.v o� a= 29 .�, Q4 •• T1 3c� "' /1- 19/29 S EX ST/A/G ?O' 14 EASEiY1ENT PER L= /50/8 L= /63.43' E'�ETWEEIV LATE W CONNECTIONS Q a� - t m �- 282' 7= 78.83' DLIVEt/H�J /t/ MUC / /C /P�1L WAITER �iSTP /CT W H I T E W OOD PLACE L = 14493" SE OZ WIZ Doc = z /o7o7 DOTE = 4lX3. l0, 11 V I L A G E PARK TRAIL S Tf1 /S SHEET COUNTY APPROVED CHANGES BENCH MARK No. Description Approved By Date Rec mended for Approval Approve ' Description: / /2 " //lONP /N /NCO.UC. STEEL .DO ST / ...4+ � r rricc:/S1UN MAKE CONC/E EX /ST 20 4.CG 3UBD. 3.0'e a/2�/�9 / / /0 ADDED / Cl/RB LY/TCET, RL�MDYED K 1 - _C 0072 2 CURB OUTLET$ ubdivision Engineer DEPUTY Count Engine(, TO EX /5T /il/Ci �� /y /B° Location: C.5 M/. ?UV /V LyIILD/UG /1y0. 5lI l/T!1 t MAR 2 4 1975 EX IST 20' t hV•47EP ESM' . NET TAP CONNECTION S"171,1 &,411 TYPE6ZZ T4PPIN6 SLEEI/E A5 �rLT FE /00. 41CeOSS F1tOM a..4 /,19552, Engineer of v:ark Choked b MICRUFILMLL, - - ZkFM O2 4RP,,POvE/J EC-�UAL Record From: 77 0E S0I.O /E6 Datum: USC GS (i App�� date Elev: -3-3 34- 1 NO 5l•4Ce_° R C E. 10254 2 51,E,5 75 MAY 13 1974 FILE No. ftlt•°t<i;r ILMLO 'PERFECT'PPCILE PLATE A RODNEY STOKES CO. 1?00 VC C. oopp V. 1. 01- Z v 56. / Q Q Qj ti o N a /4.03 b ti F/N/S//E/0 G,P40E 0 PIPE 710 W'L Y I O O O `' a n lszi L / F Q ; N OF N 4� �� p. � F/ � / � i � V) V o �i ° °� ti ° 50 o — � Soo o� • /� \\ v PORTION 300' 0 t l ° o o � NZ o ° EX 157 !B" h h� q 4 ti� a �o p �!O / �v p Rp n, o Sao o b lr �F y T� o� _ ,� v� —v� _ — g R � P CUPB PETU.PN PROF /LE 665 ^ N� I TU/l�lL G G PYTiU/> NE Q R: 9of C R 1 ?OS �' / Q 34g� ��T C t 1- L /it/E SO/ q , — ti \ � � o � � � `� 200 S �� /� '� C,4LE" HO,PZ� / "- 20' o � I S6. W b '° • ? ,3 S�� o 6' o VENT" /'= 2' E O / W m zQS o \ ° ti • iPK ENCASEMENT 180 �, �QV /CE c� X o Z pj 41 /44. l2' KNUCKLE SE 89.77 ' v L2 18.01 `h ,DSO �, l y 29/7 PRO67,0 ' `�� , v ? TOP OF E Y CU/r/3 d � �. 1 F /LE- Ae "A. Iq S 4Ze 1IMT 1'=4' °�� N ` C `3/2� /DEf/T /G4 r 0 I EX /ST 6 "/IC.P 2/O E'!Y. ll O,PZ V „ �, ti M 15`8'PVC. o /j /N 4o V Vitil ° N o v No Z f/ o 6 0 .m o� % ti N OO v B %°I%C. ETA /L zo W —3D -6' C0A1C. ENCASED SE`YE�PP /Pf 0 0 o g ”' a raj ap °o ,�� h ^ op F ^� NI ZO' /0'EACf/ S //�E OF - n, Z 1 VY�ITEPL /NEGQOSS/f/G ?00 ?00 � � f z 2610 N *I: c�: v� .. ! c c /8 UTrE? GGlrf,Z --r > KNUCKLE PROF /LE \i L I •E' 40.77' 9'RW. SC',4L E : HOR. /"- 30 ' A0 NN. V. C . ENC95EME vT PS j Scn�E RZ. W =40 /T � RGV/.7 PLACE �q PO aUW& RE76W/ 094T4 p� P � 1'A o= ion °og'¢a" R- 507 °3838 Wr IITE �A IN C� OW O I' IN M 5 3 5 pC� C q SEE o ` 1� 25�a 011.48 +oa "p2 �E Se �// ° QI Q �m DATA 9 m d 7 6 5 Q h mU o j 2= 60 O Z /6.56' - 4 O ti l : O I 44'- 18TCP. W + Z O SEWS? PIPE 111 X m R, N N N h R s - 5 , ` s 5'< S =-5' —5' 3� +Ih.O� a �' ' d.v 37 37 74 194T4 4 60' MK @ i 1 36 f 66. 90 I-10UNT4 /N V/ST4 DR. 534.81' l'E2 PLANS FOR T//E/MPROVEMENTS OF — �I C = /4¢. /,?' OFFS /TE SEWE2 TM 3022 7 _ W y _ /5 33'/C f 534 /8' — ° . ° _ I p � X THE BARHOLR ENGINES i:OMPANY, INC. — — — — — \ 3276 90SECAAN FL/TURE ,4/6/-/T OF 1414Y a, 226666 Co pgc^'I I' — S32.ZZ / %4'GPP /Ff 'fLCP x SEE 0,5741Z SNT c 5' 3 AW D�Oi4) n&9 ? 62116 w I ��- �, , J`o P.CC E UC4SENIfVT �R: DWN: CKa: D, 'f ' �L [D � f?, 5 $ o fX /S T. 16 ",8. ✓. RA /5E TO 6,P T W. ' Al WS. 5 7Q A c �. V EX /S7. /B" <LC —_ - -W 32 w o ww - y I -� J y— MICR7FtL c � , M i ,� x / _ PRIVATE CONTRACT C p� kv — \ — C' ZO DR1VEWLIY � Of oR /VE SHEET COUNTY OF SAN DIEGO IO II CB. 0,474 7' 7 FROM SLY PR. C. A1-oN6 (fVR5 L ENG VEER DEPARTMENT I r,LETs EX /ST /NG `Y�1 TER EASEMENT M ►� /0' J- /O ° 33 '39 \ ° DER OL /!/EiUh d/N MUit/ /C /PZL ?4 f 09 60 1 3. C. WllTE2 D16TRICT IZ5XIST Q'A6.0 TO R' � /O'Ol�q /�i/�E E6IW7 TO 541V PLAN 8 PROFILE DOC 210707 TO )=LC L = // 06' Q7 IF D47E 4U6 /o 1972 NOTE SEE SHEET 6 roe C014PL ETE /'TN 0574 D2 PE2 p /EG O/EG icr O Co. FLC�lJ COt/T/10[ W H I T E W O O D PLACE PUIV �' P20F /LE OF STORM DRS //v TM. 3022 -7 P ILLAGE PARK TRAILS PZZlA1 f71 / BENCH MARK TEWDD/.� PLt10E COUNTY APPROVED CHANGES No. Description Approved By Dore A Rec mmen mend r A p r voi Approved P Description: /Z' 1,Q9A1 P/N 1A100A/C. STEEL , T SCkIL A5�F,3U /Lr -d'w el3 /so MW9 4'1975 Locution: 05 M/. /00/V /V'L Y. LILOn/6 AW0. SAA17 FE Subdvision Engineer o¢p�ty County E,, gl necr ll0• dC,Q05$ F�O/r1 PP///g552 0 Engineer of work Checked b �.•k +t'I:IVI' Record From: Lc OA SAA.1 ,GYE60 T.M. ?i Elev: 129. (/S, �' �'G.$ 7 Approval date 3334 Datum: R C.E 1-02.84 2 5 F EB75 FILE NO. 'PEPFECT'PaoI PLATE A RODNEY STOKES CO. 3 "45'1 CONCRETE Z fZ ",4S'PU4U CONC2E7 300 " ilc � ' s ! h h C� Zao 'VC. a V. C . R ti 0 Q Q c L 280 /V'LY 240 ti u° N TOP OFEX /ST _ IG� �' 240 /VLY M � o N� �� CI �` ti vtn. O h I Z� W'LYCUP�- IN � t PO/z 0/V 70/ TOP OF A/'L 300 VC. o U /Cl//r/,3 o eF \j h h N h TOP OFN'L )! CC//jB � O �} "I h I 'ri I y � q ti x �u ti ` i m N m N O 280 �/ v V', ' i M h Q �� v v N 240 �� c M W I N EX /S7 El' /ST64CCl ?00 �\ ~� \ 9° ti O F /�f/ /SHED N foPCE �z v J h GP4DE cg N ` \ j <\ �: �\ ti 280 VC - M I ST\ �\ \ \ V) '\ EX /5T /rUG ,� 6 s \ /, o �I 6 �� 0 _ �'�\ \ 4 DJUST M. l 1. TO L 5 Q BDYf F //V /SH GRlI DE pp q1 1 G240E@ c� �`� , `� N '111/151/6/0 SI?449E �i ` 'cam k -Ik 00 N \ 0 s P t� V CP \ \ \ �o ti o _ ��.v � � � `` O - EXltT �i.P DUIVO L /NE fi \ f 701 of EX /ST S'LY Iij S 280 S'LY \ 24 O �; i \s n o ti ao ao ti a S 4' T VI N \ TYP V �j \4� ° h Cti h � O O ti I , ro, � ✓`94/o CF �• m � N � � Nh 7�YP � � h <'�v� �•-c� � � on m N � N � m � � O IN VC. M ti _ TOP 0/- 5 s! c��� P�POF /LE 401 I/ /STl1 1-11 �E rSC211 E' hWZ.• 1 Y6Pl ti W TOP 0/ S'LY. CU/r� v ?9 30 �= ,3/ Z 3? ti 33 34 v 35 36 37 38 ti h IN _ 2 90, VC 0 014 74 ti 4 0= l3 °/5'2" "sa CUQB UNE `� ti N w h L= 6938' .3Co+1146 - PC.C. 4 - M00A1r4 /N V/ST,4 DR.- 25-,A-03 -4 WH /T,LzW6V0 !'L. l4'± TYPE — STD. DA6 70 /-1 ,� EXIST UNDE,Q6,2001\10 EL EC TR /C CO/v,OU /T NC Y C6)215 Dd 7: ti � Z ° 9 °35'24 CONST,PUCT TEE SADDLE WITH RZ 320 j A.C. CHEVRON DETAIL C0444Z 4S PER LEUC4DI4 EXIST 15' SEWEP E4SEMEIVT Z 53 5 NO SCALE COUNTY hl4TE2 D /ST,P /CT PE2 LE0C4D 1d COUNTY N'lY CU/1T3 />Z/Tn SPECIFICATIONS W4 TER 10 /5 TRICT C1 �� NLY CURB D ATA /0x4 PVC. 64Dae4 P,- OCT. ZO, /972 ° C REPLACE EX /ST SEWEF /l- 420' /34ND6 -- 4 "PVCx30' 006. NO. Z827Z9 d ° lZ 5/ 55 h , L= 49 3." v l,4TEVCW6 R- ?d0 !1/ /Tf1 NEW PIPE qS = 6Z. B7' Cry nil �`' 15Y ENGlIv,55,4 EXIST 6 CLASS FORCE MAIN 1 SEGUER P//MP STg,710AI \ X SEE l� /11466 �g10K Urt//T NO 7 O Z d 3 10 y I , / / �� — TM 3022- 7 FOR /OET� /LS j CU.PG O�1TLI °j I ,(,�.T � 4= 6'43'34" L - 46.96 T- 23 5/ n MI �I `° Q �, Iv 8O i ; It =%. 1 s 'S S 5' S J 35•S�w rt^M — BUI Al 67 3/' O E — 409 48 — — � - �— /. — —. _ — THE $11�R1O11 COMPANY, INC. /3780 R ENGINEERING CO Y I' (y V gOKC11 s T. 3 `L W AN niEOU` !/w�7 92110 09.08'— —I — — — — �— — ¢ � �► / �� ■rat: ewN: ctc : o rn: r r R V. e j 7 7 — i , _ �Ix MICROFlL EL % o 1X4 " /RR /O v �;I r� Il k I V Q TW. Nt ,9. 5 - E l I — EX /Sr /B "4.0 {�4lE� I fPEQ OL /VE,rJ4 /N MUNICIPAL a I �\ § •4 „ I� _ PRIVATE CONTRACT 41 �I W4TE2 ,D /ST2/C'T /MP20Y'EMENT lJ /3T,2 /CT -� Z 2 o, h1 No I Uh //T O N 33-f 85 fN/J 4.C. Cl- IEVPO�/S Q 0 Kl\ N , 33 , r rI SHEET COUNTY OF SAN DIEGO N I 291..5 F3EGlN 4.0 CHEVZONS 50 '3071 -I SIDES \ �1; CEi1/TEQS X30 %// Sll� USE TYPE '/�' TJ/KE EX /ST 30 'WA Et1SEMEN7 — - ENGINEER DEPARTMENT trs c�.avE ��T� r�; 5 0 4 I SEE DET4 /L 7 /� /S SL.IEET PER 0z1VeNN4I /NMUN - 0= / ? °s /S•S' S2YCUP/3 ��1T�I PLANS 8i PROFILES \ I l t DiSTP /CT PER \ Z X-300' d =/3 °4353" '11 -4-C 8-10-72 3,K 1372 � L- 6236' /� 2(50' szV cl�W& /OZiT4 aQ L= s7 /O MOUNTAIN VISTA DRIVE 6 °43'x 7 -33.82 VI L AG PARK TRAILS W ,f?� COUNTY APPROVED CHANGES E ;' �� 446/ BENCH MARK MOUNTAI //V 1 741 DRI VC No Description Approved By Dafe L7 e nded or Approval Anprov ' / 0 0 7Z - Descri t,on: ��Z �/IOV P/N /iV CO/UC. STEED SCZILE•' /'6 40' MAR E 4 { Q5 fX/ /LT d�u 9 /3IB� O.cP - oo�2 �Eu I �� J [ N 310 Location: 0.5 M/. RZIIV N y 41 I)A G R.yO a$CI,(/T,Q EE Subdivision Engineer DEPUTY Co [E — - MAKE CONNECTION TO EXISTING /B ",4.0 P WET I L° 7/85' 02 AICI?OSS F/JOM PP 1119552 P MtL:KUrtLIVtF,�, CONNECTION USE SMITE- 1 TYPF02 C OF 5ZAI TOPPING S Go Engineer of work checked by 74P CONN I Recoed From: _ _ .POC T.M.e, LEEVE OR ,4PP,POVEO E�U4L E,ev: 12 , .773 Datum: _ us.e.£'�.s . Approval date 3334 - R.cE. 4 25 I FILE NO. ' I I I `d IN o, N r 70P Or N'LY Cllr OI y -s in N a W a q 0 a Idle 218 e/ alp ale a/w 21(6 ale Q) MNTY t zt 4o VC ti ti 40 V. C. °d 0 \+ TCt_ I . tQa \ Exrsr. GROa/uo -��a� ><� y \! j �� ti tiw ti PROFI[_: S/ VrER Pz. \ y Vi ??0 230 a o # 2210 2P5 SCdLF : : 1D' Y'R • f EX /ST.\ � ►�. ti . ' N / C k a "C. " D 40 QP ti �I �r � p 7 �; M.H * M I 7L'tA Of B'ZV CU.P05 I•E Z10`� �SYY. S )' W 4; 16-212.30 Ice 12 225 sly °• m( r' Z a IO TOP OFSYYCl/RB P/ O' S /LYc�R A.�i►,� R ti ° As o SedLE: Haa / = 40 YffAlr- /: /O /y /I /O // • ??0 SYY- �p " �� 0 ti a Q' N 61/41 oE,svc 41472 PIOF /L E - ,MINI / /NS SAVIAV A . a O• ?73'23'Gk7" W SC�ILE f"Z. l 40 ' yeRT /'s 4' V N'L CURVE O�iT ;� / N'LY CURB RETa�fAl Ci L= 26.09' BETWEEN /N /v'rY Ca/r,B .PETU/IN L 4TE2AL CONK z ECT /0N Z47604L oun COXWEC'T /ON5' cuRa 7 2V 'z / 78 77 /G O I .S, I 1 fr � s • • � �- � Pee9TD. DA ��� /O j `Sy NOTE: 5' M/N BETWEEN `'�� -tom \ I o I �� `0� tii d 2 S G P1 4s, d_a p j FT 3 M4N14OLE 4' L47ERdL 5r' PL. SS' /x f B" CONNECT /ON ,BETINZTAX �••- I vi 11 �N /N O Op S B LATEP�IL CoNNK'T/ONS 33 M IN i w •,_. :s.c.,Q G f/ �l � SE S D D9�20B /T �1► T9 /.QS _� I � 12 Qp R�� N - n 'rIN►1�' I I M.H. 04 a. I P.�COI!/� """MONO � � ' 5 _ I '"Ab ;?>U I LT " 21� P , �I I � /Zta3.46s /t ✓ mac. CaRB h I k� � �� �r5 /6f8/ lYf//TE GY/TLE7AMSTD.0.26) \ ~V} .-, $1MCfPiL� CO MPANY, INC. PeC !OA�� Ifl QQ' I h' �h \ 86.70' FPM NZY � A S I Q I ,II 111121 ��I �� ��O / �p ° � ' I� L INE O�� til WIN I� APP go Ic; DW /x� G' /� II xl I ti I I N: .: ai Iro' is , �\ ��/ �/ alb S dP 2 Ilr� �� � 10 +50 BEGIN A.C. C41EYWA/S �I T.wr ee. sit 71 r �/ 150CTQ S BoTr� S/oES, USE I Q I R �I ' I I ( �cE p f I I v A 01xve X& 4f. C IJEY20N I W4 Z ER�iNE44T.4 r Q� Ohj �� �G / f� !0 /aPAI I I J I TYPE �tikr �/ �� ESM'T I I��IV 22 �I DETA /L S /BEET 5 t �I I I . _ TE CONTRxL_ ._ _ _ R= ?90' c I SHEET IO CB. GY/TIETCPf68TQ I I c COUNTY OF SAN DIEGO � C,y Id, 4T6 eQ�.�o„ SFE• S'yF / Q -2l I I IQ I� _ 6 ENGINEER DEPARTMENT $HEFTS 3Z' ET 3 SEE SNTlO FOR I v / OT�S' �ES4-C. CIJEYR6A1 PLANS & PROFILES • L= _ 2 3109 P!AN e1 �P 25 �' 6EFt!Ct/Pl%EDdTA C(1L DE sec DAT � S 1 IL V E tR P EAK PLACE e=?�•oo'ao" S'LY CURB RCTURN (� nn 90 o= r�3- ?s'�' Ft U N N I iN G SPRING PLACE MIC Q K °/J_ 9e � L!`5`O VG ,N K J e i i, SLY C!/,PVE 1 72 a R 3? G /09.96' L= /6134' � COUNTY APPROVED CHANGES ,- V I L A'G E PARK TRAIL a, / 00 l+�tt.G:ISIt)PI 7 55 Coo L ' . O9 ' No. Description Approved by pNe BENCH MARK PL. for ApPro I A 2 Description: /12 1AVPAe P /�V /A/02A .. -3ZEF/ oog7 pWo••d' , ,POVAIW!s StAtfl G AIIACE f 4DOEO Cl" gazer g.�G. 4r2�r94 Alt 4 ,: L- /0409' .�_ ^ ^ ' . ubdi vi.ion Enpin..r A. Y :ounr Inver • / _ 4 f.J .4Yj � �( /SGT Engineer of rk Ck.ck.d by Nnifir'iutiuNEU P141V- S/ll/E•P A46" A46" Record From: crl -� Sao _ �, � � � ,POC 13 433 Elev: _/29.773 _ _ Do US='.�`G•S'. �'^" 4'1 PRECISION III MAY 1 -) 1979 FILE N0. � R1k,'ROFILMED •PERFECT'PPOFLE PLATE A RODNEY STOKES CO. LOT 28 I I LOT 0 29 222. U 222.0 5 h- � EXIOIrlNeS 10' EA( Q 1�4 24" PIPE to CL l I ' a Q II -71+ GO�EME W °� NE W ENT LI -� p - - T CI 1h CONCRETE ENERGY NPE "A' CLEANL'L!'C (DWf� UCAIPAMe f02 I.E.IG7.�o q, D PIPE "�.c —P� — =— 2 ?D D TC I.E�Ig8.3 _ v H OF rOLLOPE Q W OgCP EXTEND taw hL1F3DIVIhIUN r3o1lNCRY ENCASEMENT j �Nf1TURAC OWND DITD+TOC44ANNEL ALIONI T-- ENEI33/ DIAIPATOR \ WI 't- EXV.)TIN3 CHANNEL D \ 8 „ V C� - \ NZ176WZZ EXIgTINCs cr)NGRET�G+IANNEL E 2 1214 �(3100LUO� SUB BDRY 7 I PLAN 6NEIZ10N DIA-*IPAI0R 2/0 � ?'1 QCP� 200 P4 PC o II AS 1(507 (/3500 \ j TOE DITCH { 2028 2 1 36 .00' / 2905' 11' s PI?OF /!E 5700PM DRIU/1I W- 4`17EWOOD i 13+01.48 >_ G Q SCA LE•” N = ORZ•' /' 40 ' VERT ' 1-f 4' e ?WOW DITCH AT TUE ?Q" R.C.P ?:/ 01 F `i- (D11K�f l}76) I. E. �Y2.8 a I EXIS A qj o a SEE SHEET 3 (^ i TOE Of SLOPE EL. Iq,3'h Z �1'II 5 � IB C LEgNUU f /8' /6 10 50' J1?A1NJ6E E5M'T� IU /9 /B /7 o I V' . a G 0 ?9 � 33 �EG'f ION ' A' N74'26'44"91- 36.Gi�' Q l/NED G'U(/ /TE/J /TCH (PRlV4TE) 24 "/ICP C@ I = �� TYPE A'CLEANOUT 1310148 f 15' TYPE Q 247.0 — C3- / INLET ' _- _----- _______— -_ --� T SEE SHEET 6 -_ _= - - - -- - - - -- 5 EX /S/it /6 L/Nfl) 017C/ -✓ � / � /3 *OL4B6 - 8' TYPE I � a ��E/� ✓/L L�IG'E PII,P.� G G _ 5 G I'CD" t31QOW BITCH 5EHIND rk BIINLET ��� UNIT N08, L -636/ 1 30'OF L0'HIGH V EX END TOOK C4iANNEL a 10'121?WNESM'T dl ( IFG>✓/C/:ffDWOD -y SPLASH WALL /i TOP EL. ?1 Y3.3 N 14'2644_'W - 12905' I 1 �0 ABOVE GUNITE EXle ok-A 20'b E,NEkr1Y /�55 /PIJTOR `l�' �� DI TCH .PEMO{/E /rOCI' SLOPE �h P/IOTECT/DOV zRIO -10 AA .PUNNING' SP,P/NG I d FOR CONTINUATION OFTOEDlTCH 2Z t3i1lLTtt \ SEE SHEET 6 PUCE O SEE SHEET 2 OF GRADING PLAN ID' D/�4 /1/�1GE Z501- \ _ � 3 _, " T= $AMOUR E mamUNNG COMPANY, INI i2O6 I LINED GUNITE. DITCH SEE SHEET /D FO? t l8" 2CP MEET EXI�i r CIiANNEL — — 107 L /NE J� /N SY5[Z - 44 ,"0 ST. 1 5' LOT 21 i NOR: DWi I CKm DA A►rR vRD 6 4TYP I TW Nd 6. ROCK PER DWG. D -41 / '14 .C.P ; -- / I I \�I� 3ACKF/LL BEHIND Nl PRIVATE CONTRACT � R LWE EXI�iT 3bN11'E GiANNEL / SEE SH GL TE DITCH �ET 3 CONTINUE 6x 6 /0 /W WF SHEET 1 SCdLE / ' =4O' -7 COUNTY OF SAN DIEGO I0 LE. Iq�.Co Iq� 5 INTO SPLASH WALL I ENGINEER DEPARTMENT Ei SECTION G G PLANS & PROFILES j F r S J SET ROCK IK CSUNITE Plt1�V -STORM/- �R�I /N 11 /TEWOOD PLACE NO SCALE STORM DRAIN DETAILS SCALE "' 40 FOR F 0 R ' COUNTY APPROVED CHANGES BENCH MARK VILLAGE PARK T R A I L S, C'7GF L.ir!'rg� No. S 4M Description A //Z // /A/ //t/ 1C. TEEL POS T A5- ] p A p proved By Date P r. R�nd� royal �Avo�� /' Y. ry �r crc7�slof+l f.�urcr DocC t�� ,A(, � i Subdivision En ineer DEPU Count En ocotion: 0.5 ML /ION NLY LILONG' RHO <54A17W FE ?D. t1CFYJSS F/rOM PR ///9552 P MAR 2 4 1975 c�� I //Lr v 4'0" Record From: L0 �F SDN /E(70 Engineer of work Checked by +;:,.... _ i .Poc r.nn. MICRUFILMtL p Elev: 12�.3. 773 Datum: L/� C 4 V'�/. ��� /s % """ rte —• "`" l Approval date R.CE. 10284 25FE675 i A t r FILE N0. 'PEPFECT'Paoru.E PLATE A RODNEY STOKES CO. Q Q ro h gv� ?- v� j� �: ao i t : v EX /ST GROUND LlNE FINISHED 6Rd Of ?OD � 0 VE2 P /PE Q Zqp , Aj,4 o O 3'.� 190 W � J� O C. P. 1P 36.5 (1350-D) !80 38' 36' 1 - 4 ' \ 50776M EXIS 7 4' GUNI TE DITCH SEE 06 ? 41F,40, LL WIS' SI/EET PROFILE STORM DR4 IN IN M06 Y1574 D2. SCJLE /10e. /"=20' VE,2 1 " -4' all N I 5T ) µ C P f I )J I �o � I � ELF c 30 - p 5 1. '5 T „ C E5 ° _CONST�PC/CT MONOL /Tf/ /C 2110 OF C'O S 2 Eli ELI 6 IL = CLASS A rt/C.?ETE S 2p 6� XI yE`� 1 TOP OF!!/G = /94.0 w Q�� �0 2.5 �E EX � y T A X15 gD 5 �- E E 151. 30 3 � �� -Al \,' T. �� MRS /NL E T DE 7A /Z All RE 1N10RC 1N6 PER STD /0/?/G.' /.7 o � � �D ESE WAy NO SCALE "A0� - FBL11 LT" 7d 5 1. �a G A T OF _ I 8'PV. 15E R E THE BARD(>IJR ENGINEERING COMPANY, INC. Cb - 24 "R.C. P N74 ° Z6 44 "It( I �^ A E E Z 4, N/f/ /TEN/Ol>/� �•. / I R �R 5 3� D � CAUF O S T. 2 23 FUr ICS 1. 6110 01!00, cAUFO�, 11 110 B'i°L!C. ":� JT� �' O ° ENGR: DWN. CW r DATE: APP vto fifAR OR dELTA R,4L1 /US LENGTh� pug 111111111 M c9 co o I I 6 � NI P u OO N /5 34' 49 E 60.02' I b P LACE CP 23f/o 90 FE.YD I x �� yT. P/tRK ©N73 °07'00 " W 946' T W N 3 �u. SEfCM91 AZETDETA /L -TN /S SHEET —, ����Q� ® d °65 ° /B'Q7" 20' 2280' cr/ / I ® A= 76'20'00 70' 93 2G' PRFCIbION (` -- — ° e 0= 9 54' 44 " 330 57 09' PRIVATE CONTRACT SEP 2 5 198 EX /ST /Pi "Q. C P � /?419E EX /5T le "51/ 4 sC "F�LDl4OFf © N73 °0 TOO "A/ 24.54' SHEET W W - 2 - - TO �7�/IF � COUNTY R SAN DIEGO to ENGINEER DEPARTMENT ro 10029' 24 "R.C.P N47 °O /49'E � 2 _ t —)( �X FUTU,PE .Q /!�l/ 130Ur!/0,4�Y/�•4T,4 sH�ETs M�cR��lr �tEO RA M01, /N Y1374 0elY4E Exisr. 16'w C ' 0 D /VISION PER SUE B U.t/ AIRY PLANS & PROFILES EXIST 2U' WATZT — + / E4SENlENT OL /t/E(/Hq /N JY1U/1/ /C /PIIL 4' 24 "RC.P. N73 ° 0700 "W / (�I ' PLACE 2 AAC. y,5 - � ,5W7' ON STORM DRAIN SYSTEM MTN.VISTA DRIVE PL/if'/i° OCC 2/0707 ST.9T /ON ACCESS �.P /VE !�Vl1TE'P 101ST 8i W H I T E W O O D PLACE � DOC: %UCi /0,1977 LMP,POVEMENT MIST NO 1 UNI T G I I _ COUNTY APPROVED CHANGES VILLAGE PARK TRAILS BENCH MARK - PL,4A/ STORM DRAIN SYSTEM I P PP v /?° LP LAI COW STEEL POST OC G1072 Recommended for Approval Approved \ No. Descri A B Date Description ' EX /ST 4'GUN/T DI T CH STIO. TGi/Ci D -ll tl5 -BU /LT ,qa +/,/elo P �� s� dw���anEn sneer � ` o��,rr can, E,- � „ate, / A/ /190U'VT.4 //V V/S W DR. e 1ti�1/T450 PL . - - -- —� \ Br a FR M PP /// 76 En `/ e p 1 1 R 2 4 1875 /0' /J2tI /U�IGE ESM'l TO .5 .!' ,SEGO Ctx/NTY eounirY OF Shit/ 0 /EGO En of work eRDrY T.M. ' , , , � � /O FLOOD CONT/lOL D/STR. %CT Record from: `J• Approval dote 3334- f Ir Elev: /29.773 Datum: L/7C V G. S. R C E IOZ 25FEB7S MILxUFiLMEO FILE NO. 'PERFECT' PaoriLE PLATE A RODNEY STOKES CO. TOP OF EX /ST 10"4 C P - CZ. 150 <9 rV � X0..34% Q' /rSZ 9/0 GY4 TE�UiI/E � �j \ �j / \ EX 15710',4C —� mph / � �cP- C =0 34 61=5 TU/rAL GROU.UD _ gI REMOTE 3.0. �' C4 P 4 SY �oO' \ of cONST�UCT /ON O qj M<!A'E CO w 0/- , T /O/i/ TO c� j TO ,PEM.4 AI FOAe p EX /ST /O Q C /? Q . 1 ` X11 \ 01571Z/CT 46f 655 p Mo A/,9TU,PA! GR IYIAIO o \ ?5© 730 o @ Q a AT T /ME OF � CONSTRC/CT /DA/ \ " h O TO E/44//✓ F02 40 0� 1 � ?Ol!l \ 1 m DIS(2 /CT ACCESS m o ° m 1 IN o �� ~ Q -s3 \ 230 230 ti o 4 k h p d rA— O B „ `I Q) O ti to 51 OZ fl b v Z C ti F X 2/0 ”' ~ `L � 40'VC. 40 V a PR0F 11E- /0" ,4. C. P. C' 13t 7/. 03- 111111,rE9 PL PROF /LE 10 ';4.C.P. /n/OPEn/ SPA CE LOT 34 2 50 h scot£ Ha Z.'1 "'s40' VERT• /'=4' SC4LE• NDPZ/'! ¢O' VE.?T / " � � �' 0 2 ,3 4 5 � o SUBDIVISION BOUN042Y �0 Pp W.4TETI L /t/E Z247W �� a_ 90,a7'06 dQ939� g /20T�r _ X953 �w R= 290' o J r ? t X /,$'T � � ����0�� W HlTEW0013 IXACE I 10 �- J � 8� � I -- - �— V 8 .Y 30000' /0'iiC ZO vYQTERUNE /O)a EX /ST /O "4.C.P �� \c ESMZPER I N65 ° 39'G27" -195 ' \� P ���Q / DOC t/a 74'321907 4 �12 V 10 L� . r O� S EX /ST /N6 20' W4TEPL /NE DEMO �E EX /S T B.0 y of 75 2 CA P QSS Y F' Md KE l / °Gb �'�' \ <"�. v - 3 EdSEMENT FER OL /t/ENN,4 /N �, Q Mn.2. MUN 1 C 1Pd Z h/,4 TER /J /ST'F /CT CONNEC TIO N TO EX /ST � \ �� �� 3 so 1J `� o /0 "4.C.P. ,USE ZZyz'CL BEND '� 20'w4TE2 E45E�1ENT 74 Z/3b50 DG ALGB/974 P DOC74 12 -11 !, 0 0. / /ST ELBOW e TH/166 T 3ZOCK 0� / M ??- 45'.BENO��ll3 EX /ST 20'EA5EMENT 33 G TEL'. 2/0707 UTE'Q!X 10,/97? 44.1 /oa.ca � h - -: j; ,1� P _ (08. 14' 7' a �EX /ST /8 „ A.CP 9 i Q �o -�° 3222 SUF3 0/ V/S/O�l/ �OU.t/G7�L2Y ~+ +-� EX /ST �J' WQTEP EASEMENT ZO' NQTE2 ESA�J'T gat 3� 9 �� s "� S /10 / DOC 247283 Dd T E' OCT 27197/ /0 2 NOTE FROM 1 {00 TO 3,`50 � 7 %'0 \O /BX /BX /O FLG. TEE 12' CONSTRUCT EA TN n i h . W�F(G XA.C.40.4PTE,PS �\ SEE DETA /L SNT3 R i9E?M @ � titi EX /ST 20' 4.CP 5 50 ' O. C. 1 63 7 1FM AFTEQ COMP,9CT /Oit/ i o — — (3,04DED SUPF4CE TO TO 1'3E 4" ,y /GH 4,v0 3o "tv(DE. '� \$� PZ4AI /O "A.CP IAA Z07 REMAIN F02 D/STQ /CT SEE P 'E T//f,3E/7 M DE741Z 71-115 S/VEE 7 J ��� ° Sc� / "= 'd0 ' "A0) - FSU I LT" PRE';i,;nN N \ ACCESS �'�RDSEE/O GP40E/D SUPF4CE. SEE �2cc,��'i0 PRIVATE CONTRACT 4 E u : y80 SfNEE T 8 OF G'PZIOI c/G PL4N L- 7006 SHEET 25 COUNTY of SAN DIEGO IO ENGINEER DEPARTMENT MICk�FILMEu THE BARBOUR 9 NQ TU/14 L G20UN0 $NGINEERING COMPANY, INC. SHEETS Tll 3276 ROUCHANS ST ",d.C.P SAN DIEGO CAUFORNIA62116 " PLANS B PROFILES (714) =$-My _ 11 /�+ p ENGR: D IO A.C. f- W ATER WN: GK D: DA A r LINE PLAN • /O A. C.P //V OPEN SPACE LOT 3 /z GFf.40E1� �� 1E: ►RO D SURFACE RCR(OZB4 VIL PARK TRAILS QO' CO TYP /CQL SECT /ON UNTY APPROVED CHANGES E�rRT // �E/�/�'f BENCH MARK I ZO' WQ TERL /NE EASEMENT 3� No. Description Approved By Date //2” /.PON P /ry /A/COt/C. STEEL COST Rec ded for Appr�va! ►- rcrt:�S!4••. /UO SC.dZ 49I%IIZT y�r , /, /i Desc ription. O.c. 0072 Subdivi En ineer Location: 0. i / .P(/i(/ (/Lt/Ci h/Q ,Q�/ LJ 9 I GIEPUTY County Engineer MAR 2 4 X975 FE 20. 4C/10S5 F2 DP1I19552 P En of warty checked EA b a :� : �PT,c,/ �3E.PM 1 Coo Rom T.M. Record From: CO. OF Smol t/ /� /� .� Elev: 729. 773 Datum: U'd f 6 S. Approvo: (late 3334 -1 +�.. R.C.E. IOZX 25FEB7.5 14 i1 1 '9'9 FILE NO. Mr.LJ •PERFEC7•oa0FiLc , PLATE A RODNEY STOKES CO. \ \Zd r Q � b �\ Q \ \ \ EX /ST GFOUIND �� 300 \ 270 s W O 240 v h \ \ EX /ST /NG \L//UE G� O , \ /B ",PC,o 22% `� 60 41 LQ O J 2370 `' O \ O �J 410 F /�f/ /SHED \ \ cry m \ 6/P06XID L /NE j 290 Q \ \ o \ m Q 260 \ 230 Q 9 Q \\ ( V L� k 280 250 - - -- �0 o 57017 M /.W41A/ IN WAS ?? 33 270 HORT /'=- ?O' VERT Ili 4 ' 6711,5 7 18 C 3 � 2 / O a m ' i I i � a � q r� r r \ EX /ST /TUG /O' De411 9GE ESM'T PER V/LL,46E 0 ,41erOA 1 17 9 -L- 6515 EX /ST l8 CM T / W /T// �\ P /PE (fOLLAP ST/J. Z � ,PEN/OVE 15'0FEX / 7 J8" C. M.P, EX /ST fXEAOW,9LL �\\ ,� ,POCKY SLOPE PPOTECT /O/� /O' !J/19 /N9GE EASEME�t/l \\ 63' — RCP SEE I P/IOF /LE TH /S SKEET \ — - — �' CURS OUTCET STD. JWG D•2lo : "APB ^ ?_)UIUT" 57 58 F,COM 6'LY PRC 2/0' /8 "2CP SEE P/�OF /LE ON P /��� 71115 S/�EET ill THE BAItOOIJR EPFGIPIfiQNG lA1A rANY, INC. Q Zf10. M D04 /N S 7G. D -// �„ � 12 � IAN ono, cAUro�Niu► in 41 STOC H TYPE �? 4 C.O. ST.D. D 1 "+I 111111-111111101 0 SEE P/�OF /LE 71115 SNEE7 cKD: CATtr A PP r W. N.3 c PRIVATE CONTRACT y SHEET I COUNTY OF SAN DIEGO 10 IC ENGINEER DEPARTMENT SHEETS pN. nr,;.{ 1 1979 PLAN AND PROFILE I j STORM DRAIN SYSTEM -LOTS 228133 COUNTY APPROVED CHANGES No. BENCH MARK VILLAGE PARK TRAILS Description Ap proved Date — Re mmended forA PProe rrce(.ISIO A5 W /LT � BY i�2" /P /�t/ COrUC STEEL POST OC 00 2 ` ppr ° °I A PREGISIf_ +�' Description: MAR 2 4 1915 SEP 2 W location: Q. /Y/ /, A y /y qL0 ef6LO 6:4,V74 FE v Subdivision Engineer 7 County Engineer J[HJ PO 9CPOSS FROM P� /// 52 P Check - - - - � ' reel KUf Il MtL Record From: COUNTY OF SAV O /EGO Engine of work M p 2 MICROFILMED EieV1 123 Datum: �U� S�G 6 7. — APPro 333Q- •'. R.C.E. 10284 2S Mid FILE NO