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1624 IVIIM COUNTY ()F S/kN IDIEGO TIRACT No 4436 WORK TO BE ERNE IMROVEMENTS BE E ACCORDING IS TO O THESE POANS; CURRENT SAN DIEGO COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPRO- VAR( S VEMENT OF SUBDIVISION STREETS AND STANDARD 35' GRADED WIDTH 35' GRADED WIDTH REFERENCE DRAWINGS. AS PER TM 4485 -1 I VAR I EIS IMPRDVEMENTS STD. DAG.0 SYMBOL 18' ' - 7' * FILL SLOPE (2:1) i EXIST. A.C. T 2' PAVEMENT& �� KEY MAP LEGEND CUT SLOPE (2:1) BERM_ 2•l. G -- - -_— O iC CONSTRUCT T STRUCTURAL IFEATHER TO C 2 MEET EXIST. � 5 A.C. EASEMENT � (SEE GENERAL NOTE N2) � (PAVEMENT STRUCTURAL — CONSTRUCT A.C. DIKE (G 5) SECTION AS 1 PER GENERAL SIDEWALK STREET NAME SIGN NOTE CONSTRUCT AC. CHEVRON TYPICAL X- SECTION STREET NAME Olive ive Crest Drive CONSTRUCT CONC.-LINED DITCH — RANCHO SANTA FE RD. BLOCK NUMBER 1000 (D- NO SCALE WATER MAIN yy— INSTALL STREET NAME SIGN (DS -13) FIRE HYDRANT ♦ CONSTRUCT CROSS - GUTTER (G -12) SEWER MAIN S— CONSTRUCT A.C. OVERLAY DClP� DRAINAGE FLOW ARROWS O�LQYQ]II S H E E T "5 r - CONNECTION STREET LIGHTS CONSTRUCT A.C. SPILLWAY (D -22) ^ J` ` 44 West 14 Street (Public) EXIST 8 "WATER LINE CONSTRUCT WING TYPE HEADWALL(D -34) 5' 16' 2 / CONSTRUCT V TYPE HEADWALL (D -34) 2u� I 2 Portion of West 14 St. + SET STREET SURVEY MONUMENT (M- 10,M -13) Q Y 2 •�. �, /. 3 .,, 3 I , { LEGAL DESCRIPTION CONSTRUCT P CURB t GUTTER (G -2) .......:...---- ?:, to be vacated � F v STRUCTURAL SECTION AS �<C BLK 86, COLONY OLIVENHAI N, COUNTY OF PER GENERAL NOTE2 5 A.C. SI ALK AC. Dl 14 13 12 SAN DIEGO, STATE OF CALIF., MAP 326 CONSTRUCT PVC. SEWERMAIN,CL.150 DEW C , 2 1 APN 264 -143 -50 TYPICAL X SECTION • 13 STREET p " CONSTRUCT SEWER LATERAL NO SCALE 4 CONSTRUCT GUARD RAIL (M -7,8) O n > - '��• Q CONSTRUCT STORM DRAIN CONSTRUCT CURB INLET (D -2) .� 1P ew I T I CHANGES TO THESE PLANS AGREED THAT FIELD CONDITIONS MAY REQUIRE CONSTRUCT WHEELCHAIR RAMP,TYPE A(G - 27) �, 10 11 C IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) $HALL . HAVE A REGISTERED CIVIC , G TO R MAKE SUCH CHANGES, CONSTRUCT SEWER MANHOLE (S -17) S � ALTERATIONS OR ADDITIOiv; TO THESE PLANS WHICH THE M. H. 52' PUBLIC RD. R.O.W. DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE W IMPROVEMENTS. CONSTRUCT STREET L�HTS(E -1) 10' 16'Or 18' 70'Or 72' 2' 12' 3 " �1 O GUARDRAIL PER CALTRANS(A77C- 1,A77C -2) ' .. _ O L.I � I FURTHER AGREE TO COMMENCE WORK CN ANY IMPROVEMENTS TERMINAL SECTION TYPE C (A77E) C(UT e." SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF- S - - IC ?: 2'•� O = WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION CABLE ANCHOR(BREAKAWAY)ASSEMBLY(A77E) �,� ( 2 2 >/. GV -� (n PERMIT AND TO PURSUE SUCH WORM ACTIVELY ON EVERY NOR- TYPE 8 FLARE (A79 -A) MAL WORKING DAY UNTIL COMPLETE, IRRESPECTIVE AND IN- DEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS , 2 1 PROJECT OR UNDER MY CONTROL. WATER IMPROVEMENTS PER OLIVENHAIN M.W.D. A.C. DIKE STRUCTURAL SECTION AS .� 8 � ' SPECIFICATIONS AND OR STANDARD DRAWINGS 1 PER GENERAL NOTE *2 TH g OWE` CONSTRUCTION OF GATE VALVE ASSEMBLIES 1 NERS TYPICAL X- SECTION • 14 STREET - NO SCALE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY — Resolution Condition C -1 (m) Sta.10 +00 t0 Sta.14 +38.55 O CONSTRUCTION OF BLOW -OFF ASSEMBLY -- Resolution Condition C -1(n) Sta.14 +38.55 to Sta.15 +66.87 3 �O MR. MCIl4Y I ^ O PAC/ C 3CENE INC. CONSTRUCTION OF P/b % P/O x FLG. TEE ��� \`�� 3900 HARVEY sraEET OITH FLG VALVE (P/O =PUSH ON OR MECHANICAL —" /Q i , / 7 5 S4N DIEGO, CA. 92110 • 9// S TE 6/9- im_5100 CONSTRUCTION OF P.V.C. - CL.200 T _w PVC - I \\ WATER MAINS, (C -900) 4 b / S 68 g Site CONSTRUCTION OF WATER SERVICE ANOR T. ELAND �•--® � 56' R.O.W. II ,... i r y . r < ' F 10' 1 s' 18' 10' , a -- ' ; �a CUl 5' 5 5' S' 2' l e \\ �• 20/. 2ole l STRUCTURAL SECTION AS ,; ` T r �O� \ �! v FIRE PER GENERAL NOTE2 '-' �• '" '. in O DfCJ ARATIDN OF RESPONS11KIF C IAM11111 7 HYDRANT 5' A.C. SIDE WALK ��i'.;' �' TYPICAL X- SECTION • CLAUDI US STREET -'� =•— // \\ I NERESY DECLARE THAT I AM THE ENGINEER OF WORK FOR a. r._ ¢' v " TN I S POLECT THAT I HAVE EXERCISED RESPONSIBLE CNNAIIOE NO SCALE m West 1 Str OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION G �� �. (Pub I i c) � " AS - BUILT TNL CONSISTENT MWITHECURRENTSTANDARDS. I Q� I I CAT TAW THAT THE CHECK OF PROJECT ORAMINGS AND V I C I N I T Y M A P O \ p..�� D. AIREVIEW BY TTY D NOT RE AS E EE i NO SCALE _. Z an - V 9 z+ - aq Of WORK, OF NY RESPONSIBLITIES FOR IOWA& DESIGN. Q , r QttOFESS /°A,, R•C�t347 L)AT SM DIEGUITO ENGINEERING, INC. 1 Scale: V-60' �� ��� �I!!F �^� A IMITIP►SCAER920 SU IDS W = 113 -S525 v � � No.2tlb79 � � 'DATE: Z BY: 1 * Exp. 3-31-90 * E. 26 Z TEMPORAR)' SAA100AGS % HED LA OSC AP%q/G �� CIVIC- O �v,�� w A.C. DIKE rA s Coco / ) °F �AL` PRIVATE CONTRACT LLI �3 �� ` PERMITS ET COUNTY OF SAN DIEGO w I Il I� DEPARTMENT OF PUBLIC WORKS fMttTf O Un LO FLOW DIRECTION REZONE PERMIT NO. NSA PLAN & PROFILES FOR STREET IMPROVEMENTS OF D LO MAJOR USE PERMIT NO. N/A w GRADING PERMIT NO. L - 11 30 UNTYOF SAN DIEGO TRACT 44M = IO Nq N ID i I l� OF S TREET Cardiff Sanitation District Olivenh Municip Water Distric CX3LNVTYAPPRDVED CHANGES BENCHMARK PRECISION o ?� CAL.IiORN1A000RDINATEINDEX 326 -1699 LW Wte W W N�. ar Works Approval �. AMro•Nby Dow . JUL 6 1987 �� UP 3 ors �L X33/ 2t ` UP . 3 - 31 - 89 Approved by: Boyle Eng ineering • A5 -WILT r DEfCR11TION: A00073CH/9. 7bPHDryC MCI�DWiTrl3TEF[ fN�T Recommended for approval Approved N 0 rEVi6wE'O Qt� 1t -4'11 _ �' `! CHEVRON DETAIL � �Q Districts ConsultingEng)neer � for MAN MICROFILMED 1�, (-IVI\- P= APPROVED LOCATION: , 3waV/.VTELCGMlAt , )p .AOMitChV&M ED rift Subdi>�o�ineer Director of Public Works I NO Scale ` OF CAL \FG VALID 2 YEARS FROM DA 5 (MHOS(NTa�tGOfrS6LC/M /AV 061ht7KTEC14 En 7i rof Wor ; DATE SD- 001 - 379-01 RECORD FROM: COUNTY Or sw C14660 Date T M 4436 -I 2C, Fwftwuoax 198 R.C.E. 5 DATE ID. NO. ELEVATION: //f.47i DATUM: U. 6.C. G.3. s W FILE N0. SIDE 2549 PC 1931 GENERAL NOTES OLIVENHAIN MUNICIPAL WATER DISTRICT SEWER SYSTEM NOTES GRADING NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF NOTES P(ABL AC AAOre1IW FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. o 1. Water works shall be constructed in accordance with the Standards of the ALL NOA'A'JA/ALL 6EDiOA/E AlAC00POAA/CE!✓ /T/,/ 7HE' JTANDAzOJPw1 I, AP)OROVAL OFTN/ SGffAD/ AAGPCA ,U DOES .NOTCO4/JT /T(/TEAPPROVAL QFVEPTKAL PTHE STRUCTURAL SECTION SMALL BE IN ACCORDANCE WITH SAN DIEGO Ol i venhain Muni ci pal Water District. Contractor shall have a copy of the CLWSTrPY/C7 /AV, , THE SAND/EGO JP#0440 Jf'E•C /AC PMY1,f1a(1.F707 EJTiU/DAAPO OR HOR /70AITAL ALAG,UMEAlr OF ANY PR /VATE RVAO.PIWl/ HERCOAI )c CCWA/Tr COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. SPEC /F/CA7/AUS FOR PUGLK A WAU =J7AVC7 /AU AOAjDTEO BY THE jAA/ D IEGO AmG/OA/AL STA, tme ?DAD PC/RPoSES . 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE standard specifications on the job site at all times. COAI N/ TTEE AN07NEFOLLOA 1AA;^C /AL ." APPROVAL OF ANY CONSTRUCTION OUTSIDE THEPROJECTBOUNDARY. 2 • No work may begin or proceed without direction of District's Inspector. 2. F/A/AL APPR27VAL A� THESE GRAD/A16 F AA/S /S SUBJECT Rv PA/AL APPROVAL OF 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE Inspector's scheduling must be 24 -48 hours in advance of work. I TREAA:'AIl✓ /O711JWALL BE PER 0RM AA9.54.1 UNLESS 07WC 1(11SE.SAKWA/ THE ASSOCIATED of 7o VEMEA/T PLANS !✓NERD APPLICABLE. F/A/AL CUA�3 GRAgE CONSTRUCTED. CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM. ELEI/AT/O,VS MAY RE(a(///P� CNAAiGES /A/ THESE PCJILGS . CURB. CROSS GUTTER AND PAVNIIG. 3 . Where elevations and grades are not shown on the water main profile, top of pipe 2. P /PE ANO BEDDI&6 CGWGYT/0NS S. THE EX/STANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES profile is 48 inches below center line finish grade of street. (A) ALL P /PE: JNALL NAVE 4 'AllkllkV& 63cj,6 /RICH CRUS11EDROCe66#EATNTNEP /PE. 3. 1MP0R7_,A1A7'6R /A1_ SHALL BEOBTAAJED FRtw A LEGAL J/TE. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING (8) V.C.P AA10 A.B.S. TRUSS P /PE BEOD/A/G FX 15W 60T7L11/ 70 (6) SIX 1Ar116S M /A/ /MUM ABODE FACILITIES EXCEPT ASSIIOWN ONTMESEPLANS HOWEVER. TNECONTRACTOR 4. Instal 1 a minimum 1 -i nch water service to each lot. Meter to be located 5 feet THE PiPf SA/ACL BE,UND G.�AI/EL C A'UJ;4E - O A66MOATE A1ATN6 FA'EE-DRA /N /AEG' G,GU/UCAR 4. A COA/STRIKTi0A/ EXCAVA7 /AU OR EVCflOACNMEA/T PE�P/'1 /T FROM THE D✓RECTC>NP GL�PT IS REOUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY from a side lot line. A 3/4" high letter "W" shall. be chiseled in top of MATER /AL H,4VIA.GAJANO /!iMA/TGV -30 6WkiW. OFPUBLKA0A'A'JA BERLr0 411REDFORAA/Y40PK /A/7f/EC0VA1rY R9GA/r-Or -A✓AY EXISTI FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF existing curb or imprinted in new curb at all water service crossings. RECORD OR NOT SHOWN ON THESE PLANS (C) P. V. C. AA/D A.5.J J& /0 A/ACL P /PE BEao/AAf FA't7A/ BOTTOM 6 ? "It TO (6) /A/CA/ES M /A/ /MU,N IS. JLOI AI.AGG EXTERAAP owA/LLIRY A?310J JH.I LL aE PLA,UT£D /wrg A/OA/ - 1)'A'I6ww 11y'D,PO 6. LOCATION AND ELEVATION Of IMPROVEMENTS TO BE MET B Y WORK TO BE 5. Manual air release shall be installed at all high points and blow -offs at all ABOVE T1IEPIPF WALL BE "CnIWED AX*. A.B.S. JOC /D A/ALL P /PE MAYBE USE00//CY SEED M/X APM5 AY rAC COtlA?YAUD A/ATEREO UA/T /L GRLY✓TN /SEJTA2X1JNED. DONE SMALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO low points in the water main profile. Fire hydrants may be used in lieu of a V96 1 1 & 17. QfGA?wEA'. CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY manual air release or blow -off when located at or near h or low points. EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES g p 3. AFTER COMPCETA9A/ ASP /PE LAY /AV, ALL MA /N L /ME, JE!✓ER JERf/,CE LATERAL) AA/0 JTRUCTUA S JNALL S. THE CONTA'AC7gP SHALL VERIFY THE 6XISTEAKE AND 40CATIOAI AcALL UT /LIT /E,S SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING 6. Unless otherwi se noted, connecti ons to exi sting mains shal 1 be made dry. The BE TESTED U/ XC PRESENCE OF T1/E EA/G /VEER. AIR AffSSURE TEST S114LL BE XL1 UA/LESS OTIZA4 BEFORE COMMEA/C1W !./OAS, AAOT /CE JIB THE P ^O.fED AAAPA' SHALL BE 61VE41 FACILITIES, time and duration of any shutdowns of existing mains shall be subject to 04CCCAM6 A/EEAI016 TOTNEFOLLAWAAGAOCAIC/ES 7. THE CONTRACTOR SMALL NOTIFY THE SAN DIEGO GAS S ELECTRIC COMPANY approval by the District. District shall be notified two weeks minimum in SAN D/EGOW5 fELECTRK : I- 400 -4tt -4133 PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 4. T/16 CONSTAUCT/ON ArPC.C. SCa6e MAA/NOLE 1 "SO G('J. S-/7. /PRE -CAJT MA,VNOLE BASES ACE HIC /F/C TELEPNOA/E,U- a00- Itt -4/'J3 advance to any shutdown. ACCEPTABLE FOR USE!✓ /TN 6 /RICH Ct7LLECAOR SYSTEM) 4( /TA11AvJPEC7Vf APPROOVAL. CA7V- 1- dW -4Zt Q/,11f COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES SEA✓ER r sea - 5j6 7 � NOTICf:ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT CAL Contractor shall coordinate with District all arrangements for high-lining, 5• TNECGWSTRUCT /OW O` 4/Nlf/SCA16'CATERAL f�JOefO AAA) J /3AA/OJ -/4. LATERALS JAIACL "UNOERGROUWO INSTALLATIONS" FOR LOCATION OF ELECTRICAL _ g /�{ATE'R ; ?38-6466 j�s -6 CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN temporary services, etc. prior to shutdowns. A/OT,01X44RGE0 /RECTLY IA170 MAN/�CE. DIEGO GAS s ELECTRIC COMPANY. 7. A SO /LS REPORT A/AY BE REQUIRED P1rigP 7O THE /SSLGIAKE G1� A BUILD /NG PERMIT. TELEPHONE: I a00 -4W -4133 7. Line valves where required at street intersections shall be located on the G. THE CAL/STRUC7 /ON Ate' COA/CA'L�7E ANCf1A�P MALLS f'L�R SORSO A10. 5-/0./ TYPE A. a THE CONTRACTOR SMALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR prolongation of the street right -of -way whenever possible. TO START/N'G WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS S. APPROVAL Cur THESE PLANS DYTHE D✓ARtEC7vR, DEPT QFPC/BLKAVCkJ DOES W AUTAb- WORK W ITH COMPANY REPRESENTATIVES 7. ALL MA/A/J ANO LATERALS SHALL 5F QONSTA3'/CTEO AJ /TA1 4P /RICH M /N /A/UM COVER? R/ZE AA1Y AOOW OPPGRADING 7th dE i'fED UA/T /L THE PfroPERT)' LVAIERS/'U1115SW NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 8. Fire hydrants, as approved by the cognizant Fire District, are to be instal led HAS BEF(/ oloirw iW A41D A VALID GRAD4 /°ERN/T M5 BEEA/ ISSUED. "UNDERGROUNID WSTALLATIONS" FOR LOCATION OF CABLES AND at locations specified by the Fire District. Construct 4 concrete pad, 3 APPURTENANCES CONTACT THE PACIFIC TEL EPIIONE COMPANY. Square centered on hydrant. S. 7116 F/A/AC COC�4T,O4/ AND ELEVATION 61F JE/✓ER AA1,0 A/A7Cf LATERALS 91ALC BE SNOA/N OA/ OA' /C• /A/AL TELE RT E c Es c llil i 53 PC ANS, PR /OR R9 ACCEPTABKE OF AMA'Y. 9. THE DIRFCW,, XPl. ar Al�ISL/C "A'J'A L OF THESE PLANS DOES MOT O2USr17&7E COUNTY &XOAW d'rFK /AL APPAVVAL OrAWrAV1lWVLb47701S FLW STR&C77ArPES 70 BE 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE 9. Contractor shall acquire a trenching permit from the California Division of 9. ALL OCSIGNCNAAIGESOFJZ A /A/SJAIACL BC, 4t9 O' bVEOBYT/✓ ED /STR/CTEA/G /A/EEA'INA/A PLACED LaV2WAAICA COVERED BYTIVESE)PYAAC AV "4/VERAFrWEC&VADiA�GAPdAf C UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND Industrial Safety (CAL OSHA) for all trench work 5' and greater in depth for REQUIRE CAMCOWCAIN /A/GM /AINUMC�R EXPJ4NS/VE AS MADE Off IMPL /ED BEAR THE COST OF RELOCATIONS. IF NEEDED. facilities to be constructed for, or to be turned over to the Olivenhain PR/O,P70KCEPTAA/CEFORPUBC/CUJE. (SECT /ANS MOUDAYJ . m11, EAR 7RI S- 3 A f F _ -) . AAtr 5W / JA41WR AWT BE 06RAIFO FRgM THE DIi EC-MC 0", INSTAL INSTALLATIONS FOR LOCATION Of CABLES AND 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND Municipal Water District. Copy of permit shall be submitted to the District Ip, F /LL AAA ASMUJTBECONPACTEDTO 90/. f�P /OR TOP /PLF /A/STACCAT /OA/. /°L AA/A/ /N �NOL�fA/NIIE 10. ALL QAlM4TiOA41 COAVIXTED OIV 794E PRE IAACLU:IiW ME A"HIA16 U° RC)li" /R TEL E PHONE:1- CONTACT prior to start of work. ILW Or Rt AN1W OF fiCA'J, 7//P�t7NI6G T COA/STRccrA l/ TELEPHONE: /- 400 -4A7 -4/33 Ii. T7 #6 - CON7RAC7QP SMALL A/OT/fY TA/E DISTRICTS' /A/JPECT /OA/ DIEP4RTMENT 4® NOURJ' /A/ AOl/AA/lE ARRIVAL, XA4R rr. CNPSTCAWDffA4VS4 BECOV77FAW 6Y 711E 25YEAR. fA�I MAMAEtUWL= 10. Revised Standard Specification for Sterilization, Section C -1 to read as 6 OUI PMEA/ TAA/ OANY~. PASSOGATEOGRAD44 ,GEt�'iIPfNF.NTSHALL BEL/M/TEOInsw SCYLS EA+G /#COP A NAW A ?O YEAR SERVICE LIFE FOF THE /f1A'7/CNCAR OF BEG1AIAI /AEG A10Re 70 AeCAA/GE FdP /A/SPECTAOA/ A� PR0JECT PERIOD A'JETAKEM 7:00 AM. AAIO 6:00 PN 'EAOV a4Y MnND4Y rW*VtA31 SIT MW, A 40 follows: "... chlorine concentration n approximately 50 ppm or that which A10EARToWAVWW O MADIA6 CPFRA77O )WALL 6EC1rW,DC OV7WEPff&AW5 OW )VA l LOCAT/QV SAR.WA/ AI/ 17/0 PI:A 77 J7 AW Af /CAT /DA/ SHALL BE wi 11 provide a minimum residual o f 25 ppm i n a l l parts o f the 1 i ne after 24 hours 12. THE CONrAP40 X11ALL AV,0 #01 BY DOES GUARAA /TEE ALL A00* FOP A-l"F 100 6F 4WE YEAR AF7C? �NQ4YS OR HAQ� P/PALX 7D 77/6 /xCfTACLA770V CV 7x16 S71>rrN DA'A/A/ have elapsed. 71-16 QFACCEPTAA%CE 61c 711C A✓G1P4' BY THE LWA/6P ANO SHALL A'FPA /R AP kE - PLACE ANY QP ALL SGCA/ IZ . /NO FieV /Aia SN.4LL LIE Dow GWT /L EX /STING PoA✓ER POLES ARE !✓O.CA', 7666";% 7666";% !✓ /TM ANY OTNEA' "e 44N1CA1 MAY BE 01.r1 /N SO 001AA;, TA1AT A//1Y PRbVE I1. ALL NA" .SCQ" S SJ+41 LL BE RCXAfAOED &M E)GtST/AAi TEP.�PA /A/ )i7 HPCIOI�CE A CQV70GPL�D DEFECTIVE /A/ ldGk *4A4fA/1P AA/O1?W MATER /ALJ !11TH /A/ THE ONE YEAR' /°LFA'100 FROA! DAre' OF 7)fAA1S17)W f1R')N CUT Or F /LL FACES 10 AA47WAI GRM&O AND ABUTTAV Cff or F!'LL RELOCATED OUTSIDE 7NE AREAS 70 aE PAVED. 11 A] 1 exi s t i n g f ac i 1 i t i es which ma e f f e ct f i na 1 de s i gn , i : e. ; 1 ine c ro s s i n gs , ACCEPTA.(10E A11N0V7 EXPL�A/JE A1g47JtOE 1CP TO 7y6 0i4/U6 dP0 /A/ARY 4/EAA'ANO 7EAP UA/USUAL SURFACES. line paralleling or proposed connections shall be field verified. All ABUJEXA/E&SCTEXCEPTED. 13. TINE CO RTI SHALL NOTIFY 7A,& O.M. W. D. existing or proposed utilities crossing or within 10 -feet of proposed water Pi4/OR 70 mains shall be Shown on i m p ro v ement p 12. A40T4J /TNSTAA/D/Ar6 71ENhWNUN STANdU'OS 5E7)R%"N /N7ME GRAD /MG 4WD/AUAKEA 0 70 ST ARTING ST A✓ORA' NEAR CAMPYIMY FAC /C /TOES AND SMALL r COORDINATE HIS MORA' M /TN CONRANY AW"WESENTATPIES. p plans. . 13. 000ZACW 07414 C 07414 PfA'M1T FAVW 7AJE CGY/NTY DE'INA'7MENT ac PUBLIC I�IC.iQA's Pipe A1071d17Y57) A/LYMG 7ME AA9°1t"LIL OF 7WJE 6^&A6 P1AA4F 7#f PERNITTEE /S AICAPCW, &E MOT /CE : ALL MATER MAINS AND DERV /CE LATERALS M / THIN 7N/S PROJECT AA/Y' 6XCAVATAOV IW/7f/IAY EX /ST /AAG Ct71UA(TY RR;aTJ- AF -G/AY. FG1P THE I OF 54M6;6 70 7t1E AD4NCEAIT PR42 AAO ) SHALL eKAU17E S0UND4RY ARE �UVDERGRWWD /A/S7ALLA;r1 WS" FOR LOC.4T /OW 12. Val ve boxes shal 1 be integral cast i ron 1 id and frame assembly, type GV -8, as ON LANG JO CLOSE 70 714E PWOMEATY LAZE AS 7D EAMAACER AA/Y ADwOi/" P"ic JTAIEET, OF DATER MAINS AND APPURTENANCES CONT 771E 0 WD. manufactured by Southbay Foundry or Alhambra Foundry Company Ltd., 14• - AS- BUILT "GIPAAI/A/GS MW BE JUBM/TTEO PR /0R 70 FIA/AC ACCEP7AAA:'E Or T44E Av10PA'. SIDE,41A', ALLEY, FW770I Cow AMY 4E'/dASE DUPO4AL "7EN CKANY 01RiX MALK Q4' Identification marking for lids per District directives. PR /VATEPROPEP7YA✓4TMOr1T.fGM"t0e711, G AywccTAIAGS LKHMamERTY4'71g11irrmw SOLAR CERTIFICATION C RA CXI A16 EROS4r7N, SItTi AAr, Xftor ar L7 DNNAGE 1JNKH N/GNT RE&CT /�ror► ne d71�AI ad 13. Internal ferrous surfaces of al l valves exposed to water shal l have a certified DESCR/GED 01 TN /SfCAN. THE COUN7YMILL MaD THE PFRN /TTEE RLr5PWS1aLEAMCWAt`C- factory applied epoxy coating not less than 10 mils thick. 7RIJ OULVAG PLAN A1AJ PREJERVF-D A H 1A11A0t1# OFaVC HUNDRED T /AV C AAOt/- DEDICATED /NPf�1014ri�1L�NTJ AIf/KH DAMAGE ADJACENT PRq°LrRTY 14.7A/E CONTRACTCLP JA/ALL .4fOT /FYAA/D OBT./ /A/ APPROV•L Q� Tf/E EA/G/A/EER .AZARIF FEET LF JACAR ACCEJS 4 W EA" DNELL1,Ui W1TAND Ii Q AI;rr PZIQE 7b,WZ1,NGANY CH4N6E9 /N 7Y6 ^1e40. 13. SLOPE �P EACA/ FU7YAPE BU1CO/A/G S 17C A✓/A/IN AVIf - W6&0 /JA'i1l/. B RATIIM 14, Unless otherwise shown on plans, all valves 12" and smaller with static 15. 1TAfEETZ 16WM s✓ dU CPA/, ,y M X7 WOK /MS S V016 O GDUA/TY=AVW,ec*- pressures of 200 psi or less wi 11 be Ameri can - 80 CRS, Kennedy Ken -Seal , or , ALL CUT- 44 FqP N4A,gP SLCY9ES; 2:1 R .NA.1CyP SLOPES - r/ XT DEL$ . SMALLli `SE A LLE4,C,/y/clpLryreeS ,M/ elMWMe /GMT Mueller Resilient seat gate DATE le -.30 swlecE L0 9 app r oved equal. All valves 14" FILL - 2:/ and larger with static pressures less than 175 psi will be Pratt or Dresser -: WtiQU4A! T2,. 74L /+kIL /L6tCHMaHPrEBSL/A'ESODNUM Butterfly Valves or District approved equal. All other valves shall be L4MR'f S'd4LL QE/NST4LCE0. 5,600 c. DOU�i S E. L GAN R.C.E. 39726 approved plug valves. All valves shall be in accordance with EXGAI6ATAAV: *Y. fl'LL I,�rot : # C;Y. I6. PLVYEC 3AC/?CES �7N0 el/NS SE2V/NG STREET L/GNT3 SMALL District BE SHOIVNQV 0•M.W.D. specifications INSTILL 8 P.Y.C w1 "AS a 4 " / V6 Q cAor4f O eNr Giw pw GS y QC W /7 ALL SQ� NTS SHALL BE rfo r D " Aill 3, 84Q C S AW W (~Y. A SEHIRATf PERMIT /w1s7 BE GbTA /AHED FAX /1A f7E W prevention device on customer's side of water meter. W/Tr/ / Y A P PA OTE A! /GHT� IK4Y f/ /N EASEME 0.�OM47E0 TOTi,I£ 15: Water services for all commercial developments shal l have an approved backflow /NPY>rPTAREA YX/NT � GMf00. /N3TAGG d "PL6 x M.J. - G.V. 14. SPEC /AL COND/TiOAI: IF ANY ARCHAEQLOGKAK MSOIGIRICES AWE &SC2'JWRED OW 7W SITE 16. Contractor shall submit for District review, manutaciurer's catalog cuts /shop lL-3!'P' 0 /S GRAD✓tiG D(AWA16 GRAD /MG 0 &4Y OwCRATiaVSAALL CEAW 140 drawings for all items of work prior to installation. AND TWENERM1T7LrE Ma AAOT/FY 77/E &ffEC7t�DL�Ilt AWKiA1t7N' QF 7W atiC>DYi�/ry GRAD /NG OPEA11771QNS Al/1-t- AAOT A'ECIY/NEAKE UAML 7741E AN WTTEE NAS RE'CE4WO Adr47TEM 17. Curves for PVC water main may be achieved by uniform bending of pipe CHI P AUTHORITY P7R'>r'/ lX/E D /RL�CTOT, WMR,TAj5Vr CF PCA3L/C A ms 7'0 DO J0. or the use of straight pipe and deflection type couplings. /NSTALG 1. - 8" J✓#C CROSS 1 � ALL GRADI/AC DETAILS 011L. W /N AlncoRa1AKE MIrN MM &E60 Col#V7Y .fSWRARD Installation of PVC pipe shall conform to AWWA standard C -900. /O G4. M /N. C.M.G. �C DirAM /AGS DS - DS -AO, DS - /I, D -7-7 . The minimum radius for 8 -inch curved pipe is 200 feet. I =G" /N9TALL NEW / ?" "AS BUI LT" 1 6. CONP11CXW 7FS71AC AA/D A Ct�Y MICT/IGW REPO r ISREQLNA!1E0 fW ALL FILL 77WT Af The total allowable deflection for straight pipe using deflection type e17r- swr C[OSURB OVER /t "/N DEFT# . couplings shall not exceed 4 - degrees per coupling. EXIST 5 -/? "-/2414 EA#?7A1* rfi1' "4 ARE EST /MATED FOR PERM/ /TA°!/,PPOSES OAkY. Based on 10 -foot lengths, the minimum radius for 8 -inch pipe using r r 40. Z� (CALC"A7F0 OW TAIEOP 901 BAJXf- ACTU.IL dg11NT/77E'5AUY VM'YL7(AE EX/3Td RC. E. Z deflection type couplings will be 145 feet. Bending of pipe will not /YG.Gy. 4Y 4't EX /3T B[1TT -SrZ4P 7 DA 7E JO *0yMYA(,EQ(swu FAC70A' be permitted when using deflection type couplings to achieve curves. _ r- 17. ALL GRADING SHALL CONFORM TO THE SOILS INVESTIGATION DATED 6 -24 -85 BY SAN �. 'PEMOVEEX /37 FESS u 18. Water system completion shall include installation of H & C 437 meter .4 "- � M/N. T,CENCH W/DTN � D D /CBA /e� DIEGUITO SOILS, INC., AND SHALL BE DONE UNDER THE SUPERVISION OF A Z REGISTERED SOILS ENGINEER. box at all curb stops or district approved equal. CONNECT TO EX /3T.8 "fLb'. y 4 ��' �F��_ W DD M77 GY3TUCD SOK W Nu. 28479 � _ •t*v I I /NAil QRAACH. 844. ea N Exp. 3 31-90 = ♦ t'P ♦ Z L • = ' �EX /ST. ^CH.86e / crv�� �,��� PRIVATE CONTRACT W P164D Vee /PY- I I f �F CAttfO SAN DIl01NT0 ENGINEERNVG, INC. INCL. 7VP& P /I'LL �_ wl7me . d'IY6. 8/'t'trl; Hq IIAIICINMIYN, NIM1[ in W /TAT CZaGLdC COUNTY OF CAN OMEN L:LEV'S. ENCNNTAi, GA. NNNMI n � EX /8T. /G "xd" MHOW: 7564M G OE►ANTMENT of Pt OLM: WONNO ETi in Q /. CROSS CIVIL ENOB�fAMrO PLANNWIKs W n LAW SU ffEYORS 'LAM < PRO MA' FILES FOR STREET 110VEYENTS -- OF SAN DIEGO TRACT NM4 " COUNTY 2 a a y fy Ex/ar 8 G. v. w �' F � � ExisT.d "/•V.c. -CLxaD COUNTY APPROVED CHANGES BEIVCM MARMC � W C!3076 D No N m . 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