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HomeMy WebLinkAbout1997 - Traffic Way and Dolores { N G E ?) M R INS, ULA Tio IN W E A T 7 PARCEL Am-'p-, 97mmm]76 101 CTTY OF A .] ol IT, OF LWR V-1 "Al-[ENT PL"S ;4SCADER CALiWORNM T,�,�'�,�L ERO � :l 5*11TE CONDITIONS: GENERALGRADING NO-TES, A. INFOR14AT10N 5t1C?WN ON ALL EX15rlN0 IMf= OvEMENT5 ON rHE5E ORAHIN 5 15 1. ALL 6RI401NO .5HALL CONFORM N/rH THE Cl rK OF ATAS6AO RO 6RAOIN& 6ENERAL &RAOIN9 NOTE5 CONTINNEL?........................... TAKEN FROM FIELD SURVEY AND G1 TY OF A TA5CAL?ERC.? RFCOR05. THS' CONT FAC 7 R REWREMI'W 5 AW THE 1X194 UNIFORM BUIL.I?IN67 COLE, CHAPTER 70, rHF TAWAR05 SHALL VEf21FY LOCA TrGNS G�f=ALL U7"lL I T"1F5 fR1C' '' T(� BFGINNIN Cif {�IU 'K. ALL Ahd J ' 1112FMEJV 7 5 fFR l AI1JN TH, "r =7 ? ANIS rH, = }?FrC?MMFNC�A TIONS cif= Ttl ' SGML 5 I q A 11-5 FNC1INlFf�,' StIAL L SUf' r�.'Y151 Tf f GF'AD�N�a tfv'! GEk�11f Tt1,4 T . L L UTILITY LOCA TION5 CSN TH/5 FLAN ARE TAKEN FROM RECORD DRAHIIN0.5. RIE ENOINEER, UNDER "ENGINEERED &RADIN& REOUIREMENT5". ORADIN6 HA5 BEEN 60MPLFTEL? IN CONFORMANCE PY/TH THE5E !�t AN5 ANO T 111- �_ �VICINI"'IMAP GONr G TOR .5HALL NOTIFY UNDER(r7RC�VND SERVICE ALERT W 5.A. 60U-64.2-.2444) •4' REGOMMENDA TION OF THE FREL IMINARY 501L 5 REPOR 7-. FAAL 5L','/L 5 );�EF'O�'T tlC VR5 f~RIoR TU BEOINNINO ANY EXC:A V.A rION TH,E' CONTRAG rUR 15 50L EL Y 2. ALL t 5RAD/Nc- 5HALL.L. C NFORM H1 R1 THE R.E'CONNFNC A rION.5 ANC9 RECWIREMEN 15 BE FROV11269 IN ACGC R(2ANGF H/rf/ GHAPrFR 70 C}F ME t,!T3,c�. ",F`(-'TION 70/.5. RE.5Pt2N51BL F FOR PROTECT TION Of=ALL UNL?EROR0VN0 U71L 1 TlE.5. Tt 1,E 600 J AG TOR oF, 7 t It-- f='r�',L`I IMIt iAR)* 5G�1L.5 1NVE5>1105A I ION K-Y-POR T 5HALL EXPO5�`E•AND VERIFY ALL CRITICAL 5E6 7-10N5 OF EXI r1N0 UTIL 1 r1�E.5 PRIOR TO DA TEL? 71#5 REPOR r 5HAL L BE INGORFORA TED IN 10 TH15 20 THE GONTR"' G 7 OR .5HALL BF R .5PON.51BL E� FOR r HE �,�`��7 Ft 116-W OF ALL EX/577N5 coral-eNcEmENr GAF coN.5 mw T�C�1� PLAN ANO t-fA1`>E A FAl� r HEREOF A,5 IF 5PFLLEO CVT IN /13 FNT1l rY HEREON. 5UI�VE)` MARKER5 00RIN6 606151 RVR 7-1 N. ALL. .51JCH MONUMFNrt> C R I.1ARKER.5 1215 7VRBE12 SHALL BE RE5E T A T GON 7 RAC".TORS`EXPENSE, TCS Tf F ClTY cif~ 3. AREAS TO 15F t-�R,�,C?FL� SHALL. BE �L. .A�' IJ fw ALL c:-_ TA TION 1N�LUL�IIVcS k�0�'J"5 B AL L GOIV•5 TRUE TION WORK AND IN5 rAL L A RON .5f AL L CONFORM F B O L L VE F A rASGA12ERO 5 rANOAR05 AND 5P'EGIFIGA 7ION5, AND ALL WORK .5HAI,L BE' BJEC;7 AND O rHER MA l ERIAI. UN5111 TABL E FOR 5 TRUG 7URAL FILL, AND 5GAR1FIEL? TO A .21. ALL TOP SOIL .5HALL BE 5 r06KPIL FD FOR LA TEP ��T`P1P 1T1(-2N O�!FR THS � TO THE APPROVAL OF THE GIT)': MINIMUM 0 PTH OF I.,2 1NC:HF5. ANLL ., 1-OPF5. ALL COO ANLL' FILL 5I_c�t- 5 .5HALL BE IVECE55ARr '10 Ar HIEV'E 0ENS�_ AND ORONIN0 VEOF•TA TION PRIOR' TO FINAL INS FC TION, A BONI') � /A)" HE REOIJIREL� ,'r SHEET INDEX G. NHEN 1N5UFFIG/ENT L?IETAIL5 OR 5PF'C�IF16ATION5 ARE 51/OHN,, THE GAL TRANS " 4. IN ARL.A5 TO RE-6-`��IVF F•1LL, 111E EA1.5TIN& 5011-.5 5HALL L` E ,SCARIFIED .ANL: IHE�WIEATHER 15 .1NARPRORR�IA7;E FOR t11'12R05F_=EOIN6� Ct�t�,11�1.►C�, STANDARD 5 GIFICATIONS /SND 5TANL ARD f L.ANS ANL> TfIE 5TAN17Al'C? Gt.�Mf'.�lc�1 1� Its .�1 MINIMUM t f NINE~7"7'F',EF'GL-NI- cif-' h1A,.)(It-/UM OENSIT7� THE FIL I. _� ____.__._.__._._._.._�._. �_.. _ ___�__ o l r 5PECIFIC A T/C.�N.5 FOR f SBL 16 HORK5 6ON5 TRW T ON(65,R 'FN L�K,� /.5 NE-RED r MA lERIAL (20 rAINE0 FROM 0THEE' AREA5 ON THF' 51 TE MAY BE PL ACED IN T1#N .22. ALL f�'G V6H &RA12IN6 ANC> FINAL SIL 5 REPORT- 51/ALL BF C.�G�t rt�'1_f_=TL L� AIW RBFE ENGEV AND INGLUM0 LA YER5 AND CUMPAG TED TU A MINIMUM OF NINE7Y PERCENT OF MAXIMUM L?EN.51 T7: APPi�ROVED BY THE CITY ENGINEER PRIOR r0 15511ANGE Of= ANY t 'IL.DIN6 P;ERMI T.S. NHERE' F1L L 5 ARE PL ACE ON SL ORES, A KEY 5HAL L BE CU r A r THE TOE• OF THE 5L OPE T/1,-. �/� `INP,��',✓f, 0T7'-- ? GONTRAG TC R AGREES THA r HE 5HALL ASSUME SOLE r4ND GC1MF'L ETE A r LEAS r rIEN FEET NIDE AND INTO FIRM NA TURA 501L5. A.5 THE FILL MA T;ERIAL 15 23. ANY OAK TRF_5 ON THE 51 TE .5HALL BE PRO 7EG TIED DURING 6ON.5 TRUG TION, A r PLACED UP THE SLOPE, BENGHE.5 SHALL BE cur A r RE6iALAR INTERVAL5 INTO? FIRM CVT 1N THE 017 'OAK TREE F'RESERVA TION 0f2G�INANGE Nc . . NO OR i4O h67 -2 Ti����/��1�'���1�'��C� "= RESF'ON51B1L I TY FOR THL- ..vo SITE• rMIN0 THE COURSE OF 7HE PROJECT , INGLUOINO SAFETY C?P=ALL f='E 'SCSI S Ate` f 'G�FER7Y',� THrS RFc 11/REMENT StIALL AF"F'L NA TURAL .50IL.5. .5HALL TAKE PLACE HI THIN THE ,PRIP L/NE OF THE TREE ill THOUT THE APPROVAL OF � z2F11141Z-5 GONrimcmL Y AND Nor 11 BE L IMI TEf...�' TO NORMAL WORKING 1 MRa; THE CONTRACTOR THE C. 1REG rOR OF FUBL 1G �'ilORK.5, AND AN IN5PEG TION MU5 r BE GAL LED PRIOR TO SHALL. DEFEND, INDEMNIFY, AND MOLL? THE ENGINEER, GI TY AND ONNER HARML.E55 5. PRIOR 7-0 PLACEMENT"OF (WILL MA T,ERIAL, THE PREPAREO AREA 5HALL ,CSE ANY- H RK TAKING PLACE, IF REMOVAL OF AN OAK TREE' /5 l�F'OP0.5EP, AN FR'C.?I'f ANY ANL.? ALL L IAB/L 1 TIT'; REAL OR ALLEOEO, IN CONNECT TION WITH THE IN5R C:TED AND AFFPROVED B r A Gl7Y ORADINO IN.5f 9EC:�Tc R ANG} THE 50PER Af�'f�L 16A TION MU5 r BE FILED' H/rH THE FmX IG WG�R<5 OEFAR rMENT ANf�APPROVED, PERF RMAW E OF WORK' ON TH1.5 PRo EC r EXGEPrlNO FROM L IABIL 17 ARES/NO S+DIL S ENC51/YEEk� ISE T 7 IE G 17µ)`6C.VN61L. FROM. THE ,SC 1-.,E NE LIG ENC: OF THE Cilf�tN / OF ENe INET I ': 6. GUr ANL? FILL 5LOPE5 5HALL NOT EXG,EEO A 6RAL?E OF 2 FEEr HORIZONTAL 10 1 24. ANY TEMPORARY 5706KPILE5 OF EARTH .5HALL BE APPROVEL? BY THE CITY, ANLL t F. '7-HE ENO1NFlr'R 5HALL CERTIFY THAT THE IMPRo EMENT5, MEN COMPLETED, ARE IN FONT VERTICAL ONLE55 CERT/FUEL? 5TABL.E BY THE 50/L5 ,ENWHEEr�', A'RV APPROVED 5HALL NOT OBSTRUCT DRAINAGE OR CREA rE BLo"INO LaU5r 'T I TURES.- ACCORVANCEHIM THE` PLANS PRIOR TCS THE REME57 FOR FINAL IN5PFC TION. BY THE GI TY ENGINEER. �I ��/ � ���� A.S zjy14 T PLAN.5 ARE TO BE PREPARED AFrER�' C CICS rRUG TION 15 C:OMPL ETEL. THE 25. THE' GONTRAG TOR SHALL SUBMI T AN EROSION GI�NTI�C>L PLAN AN .�NLS IN5 7"AL.L THE -- FNOIIUEEI' GERT1FYlRVO THE IMPF'OVEMENT5 AND PREF'ARINO E A5-BUIL r PLANS 7 FILL MA TENIAL, APPROVED L3Y THE 511f�,ER051Nb 5011-5 .ENO/NEER, 5HALL BE APPROVEO ORA INA OE DEV'ICE5 FOR HONK DURING 7 H R.AINr 5FA50N OF 06 7OBE1� 5HALL BE PRE�Nr A T THE FINAL lWr-G r/ON. PLAC:EL? 1N L IFT.5 Nor EXGEEDIN 6 6 1NGHE5 IN GOMPAc rED THk:KNE55, M015 TENEo C?R rHRC 6H MARCH. DRIED AS N eE.55AR r TO NEAR OPT 1MUM M015 TUBE GON I EN , ANI? CC YIPAG TED t3 Y AN _ --�, �' '. P= THE CITY MA Y REWIRE 111RF REVISIONS IN THE RLAN5 TO 501-VE UNFORESEEN FROBL.EM5 AF WOVED E O THA T MA Y ARl5E'LaYJRINCS THE G R5E OF GON5 TRUC rION. ALL REVI51 U1V5 .5HALL BE T.4 ��c7 ,-71/..�L it/ATFi'l: ,4 r SUBJECT TC? THE APPROVAL C?P= THIS L?EVELC?P,ERS° ENOINEEI�'. 8. FILL NA 7E SHALL t3!`-= Gc::I�1F'AC:7EC r0 A I�Ilhrlt ttJ1�-f c:.�f- 0. G: " 1 A�c1h1UM DkNSIIY A5 DETERMINED BY A.5.TTM. D-15.57•-7e (NO01FIE0 TO 3 LAr:ER3) ANO 50 CER 7IF1E"L2 THE C c NTRAC Tc R WALL HA C✓caf 11 5 c F THE r�L ANS ANLL 5F Ci1F1CA r1c N5 FOR B K TE5 7-5 ANLL RE-FOR[�; B r THE .SUf�ERV15/N6 S50&S EN&INEER .501L 5 T,E.51 5HALL BE ►/ 2 awl r l .SITS�4 T ALL rI1 5. ALL GHAN�.S OG�R'INO CVRINO THE CO1 VIAr.,TEV A r NO r 1.E55 THAN C.NE' 7E5 r FOR EACH l23 INC,HE5 OF FILL Alm FOR 1�'4'oxc r c f6mcn w 5HAU BE D CATV rHE5E' PLAN5, AND 7HE)" _5HALL BE EACH 500 CUBIC YARDS OF FILL. GENERAL ����.��� ��R CONDITIONS- -1 RA rE INTO -BUl rT7 m5Ml TTED TC7 THE F'�c'0Ec r EN61NVlEER To 1NGORPOL , RECORD - .ALL SOIL 5 W!THIN FEET OF FINISHED Of?AL?E IN THE 5 TP2EE T 5HALL BE GC�NPAG TED A. ,AL L 5ENER NANHOL E RIM5 5HAL L BE APJ05 TED TO FIN1.5H GRADE IN PA - TO 415$ RELA r/VE C�OMPAG IµION. AN12 TO 6"ABOVE FIN15H ORAD IN UNTRAVELED LAND APE'ARI AS. H.l ASL 5T`A rloN1N6 ,5t1G? IN ON THESE FLANS REFER TGA C.ENTERL fNE UNL F55 OTt I151� /O. UTILITY I T"Y TREWH BACKFILL WI THIN T t1E 5 T R,EE r.5Ec TlCN5 5HALL CONFUI�'M TU THE , NOTED. B. 5AN1 TART 5EWlER PIPE 5HALL BE PVC OR 1 6P: PVC .5HALL BE .Sr. R 35 "17�N P �Ir�f �1 C �,r41�' l.'EC JIREMENrS OF THE GI TY OF A TA SCAL 7�C INM6R4L SOCKET END FCR OA5KErED JJ/NT AS.5rEMBL r • PIPE, F/rl'1N&5, AND JOIN1.5 !. THE GONTRA6 rOR 5HA1 L /FRAC TICE.SAFETY A r ALL TINE5 ANI. ,5HALL FURN15H, _ 5HALL BE 1N CONFORMANGF"H/It/ Tf lE` AR91 ICARI-1'= F�Fa11RF-NF-NI`!i A w411-1 :30.34. EREG 7, ANL? MAINTAIN WCH FEW E5, BARRIGA ?E•5, DE rC VR5, FLA4 M'AN, L.I&Hr5 ANO Il. THE 1�.'C AODEO .5000RAOE HILL L3E 5GAR1FIE17 ANLL Gc�MPA6 TELA' AF IER 510N5 A.5 NFGE55ARY r0 Ol VE PRC?TEG TION TO TH;E FtOL 16 A r ALL rIME.5. IN5 TAL LA 71ON OF.ALL UNDERGROUND UTIL l77E5, AND ;�'3FFC�R f�LA6EI�NT OF VCP AND Fl rT/N6.5 .5HALL COMPLY N/rH THE .5PE'G1F/GA TIc�N5 FOR EXTRA 5 Tt2,EN6 rH A 'R66A TE BA5E' IN ORPER TO ACHIEVE' UNIFORM C OMPAG r10N. UNC7LAZEL.? t'If�-,E'A5774 L?E.516NA rEL9 G700 -• LA TE•5 r REVl.5loN. JOINT5 FOR BELL AND /5'c4w El111zW 4 G�W'AN? 014 IE ;1 TRAFFIC, CONTROL RE6V/REV PER GAL 77;'AN5 AN12 CITY O A TA,5CA0ERO TECHNICAL SplOor 5HALL GC?NFURN rC? A5 TM L7ESIGNA TE1? G4.Za. Y .5P',ECiIFIGA r1UN5 FOR rH1.5 JOB. GUNT14FAG WR WILL BE REQUIRED TO KEEP rNO-NA 7' 1.. 5t1RFAG,E DRAINAGE' 5HALL NOT BE LE5.5 THAN .2.$ EXCEPr FOR R/4 VEO �1RFAGE5 T7'AFFIC: OPEN A T ALL TIME5 UNLE5.5 orHER 15E`APPROVED BY TIE CITY ANO POSITIVE DRAINAGE 5HALL BE MAINTAINED AWA Y FROM ALL S rRUC;TiJRES ANLL C. .5E R NANHOLE5, OROP MAHHOLE5, GLEAN-00T5 ANO LA 7ERA L.5 5HALL BE CONS rRUG TEL? IN AC:Cc�R'DANC:E htl TR THE Cl TY OF A 7;a5C.A1?E 'C? a l fINDARD :�L/T7 RNC. / 'N/r c r�.�i C0,3�.�Nr PAZE THE GUN7RAG TOR 5HALL FURNISH A TRAFFIC CONTROL PLAN PRIOR TC? L2RAWINO5i NO f=-1 F-2, f` 4 ANL2 f~-.9 RE`�PPL:C I1 VL:L r< G;G?N,r..�•TRUCE rION ANLL' .5HALL PRO VIOE rt1E Af `ROVED 516N5, L16Hr5, BARRICAVE, ANIS 13. ALL UN.5U17"ABL�E 502115 NA rERIAL.5 ANCA RUBL315H ANLL L2EIt R16 RF5UL rINcS Ff�'C.�M FLA 61N ROAD GL0StJT'-5 MA)"BE AUTHORIZEP c NL Y FOR EXTREME ORAOINO OPERA rION5 .5HALL BE REMOVE, FROM THE J00 517,E AW 015PO5EP c F L. THE GOWRA6 TOR 5HALL PROV112E'A5-5UIL r INFORMA TION A.5 TO tfXAG 7-LOCA 7-10N GIRC✓UI 5 TANC:ES. T'ROP'E Y. B K CENTERL INE 5 TA TION AND DEPTH OF ALL SEMEN LA T,ERAL.5 A T THE POINT HERE J. NO CON5rRXTION 5HALL. BE 5TARTEO H/mmr PLANS APPROVED BY THE CIT)"' 14. SLOPE GON,577�OCTION REWIREMENT5 INUMOIN rERRA6/N6 .5HALL BE 5PE6IFIE0 THEY cRO55 THE EA.5EMFNT OR STREET R10Hr-CSF-HAY LINE' A5 HELL A5 MANHOLE AND GLEAN--cvr LOCA TIc�N.5 FOR THE FURPG'5E' OF l©i�'c VIOIN6 THE FNc':71NFER 111 rH A BAO/o � BEARINGS: ,ENOIIVEER/N0 0EPAR TMENr. THE C/TY' IN5PE"G TOR 5HAL.L BE NO T/FIFD A T L EA 5 r 4e 8r THE SUPER V15/NO SO1L.5 ENGINEER PRIOR TO GON5 TRX T/0N OF GRADED SLOPES. BA515 FOR A5-aux T DRAW1N05. SEWER LA TERAL 5 5HALL BE MAR'S EL7 CTL EARL t' Ci/'� _--- HWR5 PRIOR TO THE .5 rARTINO OF GON.5 rRl1C;TION. ANY WORK LSC w"I7f 1C�UT THE CURB FACE H1 rH A .5 TAMPE12 "a" THE BFN6HMA)l;;eK 1,15FO FOR T-1-1/.5 �'�'1.�.JF6 r_ ASE rRE IW9 (2) GENTERL INE APPROVAL PRIOR TC0 NOr1FY1N6 ME C l7Y 1N5PE`C TOR MAY BE REJEC TEL2 A T rf1E r.�. Tt/l� CONTR�AG TOR 5HAL;. FMFI'C�Y Al.r. L Af R, Fr�IUJPMFNr AND 1�>ETf Il�1�5 1�EC�U1R�f=C� - NONUMEN I S 1N 1 GAFF/6, GSA r' 133E=/NCS N .,�' �~.�''0--00 H A5 REC OROE12 1N ~. C:ONT7;'AG TOR.5;ANL 100 OHNER5'Rl aK. 10 t t-VL NI t 115 Of�f�A 1/ON-'5 FkeOM f-'RRL.ICIN& L 1 IN A1�NOW r5 L2AMA6INC-7 7C� E, SEL F' 14fA1N5 SHi�LL BE rF5 TEI� AF TEi�' RC7.�L�t-YA YS ANLL 7"HE 5t TE tfA VE BEEN w�� _ FRORERT7; CUL TIVA TELT VEGETA r/ON ANLL PONE57-IC. ANIMAL.5, OR C�AU51N0 A BRom5w TO .5UBORAL?E, ANLL AFTER GOMF�AG T10N G,ERTIFIC�A T1 N BOOK 4, PAc�E 11 OF I�/AP5, IN THE 6,I 1�7' r ��� ,� I�,A �AC�FR'c�, C1C�UN77' CSF K. THE CONTRACTOR SMALL OBTAIN AN ENCROACHMENT FERMI T FROM THE C17Y OF NUl5ANr 70 PER5UN5 06C"UPY1N0 BU/LL21Nc55 IN THE 061NI TY OF THE' .IUB .51 rE If•�1,E .5.AN L.0/5 OD15FO, 5 rA T7� C�F� C=AI_IFOR 4'IA. A rA56A0ER0 AND 5HALL NOr1FY Cl T`Y 1N.5FEC TOR 40 f1UUR5 PRIOR TO BEOINNINO. GONrRAC[OR' ,5HALL BE RESPONSIBLE` FOR ANY'DAMAOE' C:.AU5EO BY LW5 T RE5UL TIN& F. ALL NE" 5E R MAIN IN.5 TALLA 7-ION5 .5HALL BE TELEV15EL? PRIOR 70 PA VINO OF' WORK (- 466- O9q FRoN HI5-OPERA T10N5. DU5 r ABA r,EM,ENr MEA-5tlRE5 .5HALL BE CONTINUED UNTIL S TREE T5. RELIEF 15 O RANTED BY THE 6RAL21N6 IN5PEC TUR. 1 TION--",-- 514 L THE` NAME.5 ANL? TELEPHONE NUMBERS OF THE FROJEC r GONSTRIAG TION O. rHE GONTRAG TOR .5HALL CONTAG r THE FOLLONINO UT,1L I7�'GO"PANIE3 A 7 LFA5 SIS F ELE-VA PFRINTENDENT SHALL BE SUBM/T7EL� AND KEPT ON FILE' 1N THE' OFFICE OF THF CITY 16. ALL SLOPES OVER 3 FEETHI&H 5HALL BE PLANTED HI rlf PrERENNIAL VE6F-*TA I-ION -8A - --�---~- 4�3 NC1R5 BEFORE BECyINNINO EXGA VA TION AND 5HALL VERIFY NHF T11ER C?R NOT' A APPROVED BY THtw= CITY AND 5HALL BE DEN 5E AND OROWINO PRIOR TO FlIVAL - FOR 7 1.5 /=M'R'0,.1,EG T 1.5 rI E FOUND? kVf--1-.l IEf NUf�-IENT- A TW T/-I,E /NT,ER 'SECS TION • ENOINE�E`l� � INSPEG TIC?N. f�f�RE'SENT"A TIVE' r�F EACH GaMf�ANr"1�f1LL BE' f�R,E.SENr G�UR1Nl� E'�c,A VA r101y OF Tf�AFFI�- l�A Y ANS L:?C,�L OR�.� A i/ENU.f_ � I�1.._L�1�'=qb.47 (,A55UMB,�'1 M. THE AL L OHEO t16VR5 OF OPERA RON ARE 7:00 AN TO 7:00 PM, MONOA Y rHROUC7H UNL7ERt:�Rt�UNL2 SERVICE AL ER r(115A,1 ~- eC�G�-e�42-.2444 h FRIDAY. ANY WORK R56VE.5M29 ON NEIEKEW5 AND I-10LIDAYS MU5T BE SUBMITTED IN I"J. EARTH�,rORK OVANTITIE5. CUT:�._ _.w�.cv. y FILL:.�_�.,-----..----CV. yQ-5. PACIFIC TELEPHONE GG? -- MEMBER U5E OR e05-54.x--7e6cc3 ` NRI TINCT A r LEA5 r 24 HaIR.5.IN AOVANCE, ��k'1T`HFR'N CALIFORNIA +CCAS Gc� - MI�Mt�,�f��' USA C�l�' t3C7.:��.cTb4� 7f..��'I NOTE: EXAG r 5HRINKA& , C ON.50L IOA TION AND SUB.5ID.ENC:E FAC TORS AND L 055.ES FA61F1C &A5 AND ELE`6 TRIC: Co. -- MFMBF_R USE C JF' 1305-15 4 4-T.'1=T NOTE: N. NO F/ELO GHAN&E .5HALL BE ALLONE,D wwvr NRITTEN APPROVAL BY THE CITY L�!11E rC� GL1��4�INc� OPERA r/UN A� Nor 1NGLUI�EL� EST/MA 7�FL� EAf2TH RI,�" c�UANTITiES FALCON GABLE TELEV1.5ION - W5-466-3040 THE REVI " ,AI�G� A�CE�F 7AN6E= Of- IHE-51- �,-IPROVEMENr PLA;' 5 B7' THE A� BASED ON THE DlFP=ERIENC:E A 5 StfOWN ON THE PLAN, OR SUBORADES, AND I TY OF A TA SG AI:� R'U l 7 POI' T f-H Il`1/71 1: f~-�Ul�'F 050 OF E5 TABL 1.`.,,�'MING' ENC�INE,EIp Cl T'7' OF A TASCADERC.� -- X0.5-•466-�3C?�Tq c � .5HOUL D VAR Y AGCORDINO TCS THE5E FAG TORS. C. A L UN50TABLE MA TERIAL5 .5HALL ,BF RIEMOVED FROM THE PROJEC r AND BE 6ONFORMAN6E Gill TH 6/T7" , 'ROC;EI�UR�'E 5, 1 'r �I._I�lES ANG; ORL�INANGES, THE P�LAGED A r A SUI TABLE DISPC?SAL Sl TTE. l8. PRIOR TO ANY ORAOINO THE DFVEL.OPER 5HALL BE RESPON5IBL E` FOR SGHEDUL IND _ ,�V, ss/QR'EVIEH CIF• THE 5E PL,AN5 BY" THE C%/T7,` I.c2 l`O T' A OE I-ERMIN,A TION OIC' THE s A F'E'E CON-457 C;rrc N MLET1Nc Wl TH THE Gl TY ANr� OTHER Af=F,EG 1EL� ACIENGIES. THIS �, pF ES$/� �4� ,�,SYLy,�, l,\ T� t/NI AL AL �c UAc 7' c 1= TNS IMF 'O1%' 1�1/-Y/1/T- L I 1�1. PLAN RB�''IBI�I BY CONT RAG TOR .5HALL NO THE Cl7 K A r L.EA5 T 24 HOURS PRIOR TO ANT'NORK -- �,,��` t '� '� �" r P . I r 5HALL BE THE RE5PON5I0IL I TY'O THE CONIC TOR(5� rC� BE FULLY 1Nf=c�RMEL7 '��' `� P A �fi 4 �'��L-�'a�� � �� �►97d3 fi ��1 FHE 6/TY 12CE5 NO l' REL IEEE THE C>E5/67N FNC/NE"ER chi== THE .50L E ' OF%4NC. rU COMPL Y N1 rH ALL LAN5, ORDINANCES, COOE`5, I'c'EWIR MENTS, ANLL BEIN& PERFORMEL, AN12 ARRANCSE` F��R IN.5R56 rIC�N(C%ALL 237=,34060?,.? �.'w p�+� �tP � � `� � i ` ' RE.5PON5IBlL./I K F'>/ C� Ic MING THE If~�'f-' ?V' Mt NT IN AC:GC RI ANC 5 7".ANDARo5 Wl rH IN ANY'MANNER AFF,E'G T THE C6 V1R5.E Of= CSC?N.5 TRIJ:TION OF 7 H15 ►= EXP.3/31/99 ;c PRC�JEGT, THDSE �ENOAOEL� OR EMFLOI'FD IN THE CON.5TRUGT/ON, OR THE MATERIALS � - �I7/-I ALL Al�'PL IC•ABLE �rANL:�Af D 5. a h1�.3 USE0 IN TRE` 6ON5 TRI k� WN. , ��, clYt� 10 Of' U 0. THE CONTRACTOR 5HALL BE RESPONSIBLE FOR THE FROT-EG TION OF THE F1'IBL ICT "��^ -fix DJACENr TO THE NORK AREA AND .5HALL EXERGI5E"DUE .SNL# f�R1VA T�' PL20f='ER7"Y A TMPD L?��'1GN L)RAF�"I1tiG 8 Y R�UIS'IC�N,� GFA r� r rr , TION ! n�►rCAUTIONTOAVOIL2DAMAGErO .SAHPROPERT7'. TH,EGC?NTRACTOR .SMALL REPLACE /� .�r V c..�.�r,.rrI.�.I�c�.�.r v ANL? REPAIR TO THEIR OR161NAL 60NOI TION ALL EXI5 r1N0 Ili-!Fl 'OVE"MENT•5 WHIN C f'' NaBY DA 7r U£SCRff'770N v ^^R� FOR R�:MC�1/AL ANS' A�'L�. ~' "- .. .-.M. ..,..w...�__.._ .I�ARt;'� L .��� '" .f�.�"` .97-176 .��a�'.�C?V� Z�'"V�"' .P1�.�91N�' - AL?JACENr TU T14E NORK AREA NH1CH AR NOT DE510NED O CARE �};!.. DAMMED OR REMOVED A5 A RE-51k T aF H15 OPERA TIONS, ANL? B,E R66VIRED TO � a� T MOT HY P RO .RM q� REPAIR OR REPLACE SANE TO THE 5A T15FAC TIC?N OF ANL-2 A.5 L21REC�TEL? BY THE CITY � S'HOL..1�El�S L.,Al1l; SURVEY `��`��-:;�,� ' `, TfTLE .�''� INDEX � NOTE', 1 UTIL r TY Cr MPANY: UM E�"V G" IN5PEG TOR C� `� 6bCt3 I~ca5 6A rO5 ROAl2 � U AAAAA A TAAAAAAAAAAAAAAAAAAAAAAAAA t ✓' F� IASCADERO, A..rA A{,,,C'C4.r, 4+A. q-34.�CIC7 (Mf..� •?..1�7 i; �A 5UBCONrRA6 rOR5 HORKIN6 Wl TH/N THE RIc7Hr--OF-NAY 1[ A (e�14bt-4il3 24;` ,"�'.�TARZW � � CITY OF c�� [ R ALL CON 7RAC TUR5 NLS 1 5HALL HAVE AN APPROPRIATE CONTRAG rOR5; L 1GEN5E; A LOCAL BU.51NE5.5 LICENSE, �',,�W RO.LES CA R" - AND 5HALL OBTAIN AN ENCROACHMENT PE-RMI r A.5 R.EOVIR.EO BY ANY A6ENC:K LAL'441- AW _ _ _ f 2 '� .. TlMO M Y P. fi'[�'3E'R JS; R,C.E. .35J9lfi E-xp. .9/-'Jo/99 DALE" f w D SI GM-l 8 Y.• ORA ON 8 Y.' CHEC"AI P R Y.' ✓Oft NUA•M Rr• SCALE: SHI--E : / " � �s� PATS r .. ' ...t _ SIE kEN J. SY[�£ L 'R, 29T t,l, pTY ENCYN£E7? a�LF I/�' Kc� 1 �I'-�.5.�' ham. 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F'c�t,E r� BE � ,�..>,rl5r p✓ERHEAC,� � Sri+ /.;.i .-:s4:.� �L •/v%�: l2foC? i TO REMAIN t3f�� r-RAFF16 kv"A►,7:c-+U>r 5 AVE. 'G' .�. PA YM 5AA*w LIKE t RENO ,far 07?A 7FLEP/ONE'LINE � PAVI->'r 5A/r4,;G/T 1/NE 6-15 ' ti• -j, .,.._.. -.. - E,x'I�r. 57ro-t c.wA/N >ll -iL7Q STA: x.46. / - _ / , _ _---- 4� �'`�rA (SEE n�r,E t�ELu'/�G' - ' .A�:L`Ex�57; A.�r. -_----- - ------ _ - .� -\9�`A��h �'`( IA.- 1f ��.� t2► q5.1� PAVEMIfNr/TY7°, .. .._. ��� z„ .�•s•.:rs as•a, •.a•.s•as-.e-s. .xs-. •s.o •,�..........,........«..•=:�`„`s_...._..._...... .......................,.._.,...-....,., _ _ .»s-..-... ,.. ......»...» .,..._..._,..,..._.._..__........,.,....,.................,.........«.........,.sr_-_....-.a^.s._«........,. ... .___,._.»,_. .._.,.._.......... L _ EX16r. 6"cOW. FpcpmEv G 5Timm LwAIN �t 8 t C-�IJrTER PIFE TO DRAIN W EX/5 UN6 5 rO�f �� � EXI-5r. O✓ERl EAp 5 rA: 10 16.e.2 ORANN IN TRAFFIC 1YA K CONTTZAC 70R p�f (v �p POAER L INE rC' VIERIFY SIZE, LG A rICN 1 7YI:E \�a a�• �`J t ;� .,._.__. .___.....___._ .._._...v..._. _ .... ___.__.-----__..._ _ WiOR TO CONS 77'�Gtt,;TION, NvrE: t coNS rRU�r CURB/ 11T'TER PER TG? Dl NO. 4/c9 M MR L INE If�1f-�ROvEhtENr5 TO BE .._CONS TRUC 7 7ON L ECu ENU --._ _.._...-__ Q CON MW TEO BY AMW(DCON-5 TRW r" 5/IJEb�1�4L.1�' PER 5 rC. C/�. No. 4/q i,�aL K L�xA rioN of NEI-,r I�tA MR ItiE rBR.� r© 1 BE DE7ERMINE0 BY DEVELOF'E1R, ALL EONS rRW .12RI VEHA Y PER 5 rp L7d . No. 424 _ - PLAN N 1/lE,!>>l NDI�'JZ: J" -- 20` r.,,oMFz,ETED BEFORE R0AG7 BASE/S PER .�TG? bl� NO. hO3 iN5 rAL t Et:? } GONS rRr�jr SEWER LA MR14L CONS TRUG HA rER HErER PER 5 TC. PPVC7 No. 70/ 02 HIGH f DINT ELEV = 100..20 � HIcvH PC7/NT 5 TA = lotf.�13.72 � V CON-5TRW1 .STQRM GRAIN JNLEr�'E!G' S M. L�l��. No. 5©2 � � Cy -- ', w 51 PV1 ELE✓ - /00.64 \ - ' xAt�E 1N - cJr.>.S. l c�IE�AC%E c�Ur` 10:1 Q 150 ccs vc -� �� tlt - .5 rRw M". �:f% "/V �:"'F Tri�E'R�.2Ac TCS Be PV1 5 rA 13*.�5 /,�i N-.ATE: f�/°l ELEV 1/r = q(�.q3 C?Fr ERMINE0 0 r !PAFFI,, INI2EX d 5G'/L R-•VALUE ttl &RAVE /N - -/.86� /&RACE OUT - -.5.16 X-SECTION STATION B+09 w 7. _ ._ .. _... .. - _ - ... _ ` _ . _ - ._...._ _- - . _... _._. _ .. ' .. ...- - _____ -_ . . _ . _ _... . ._ _ . . _ �. �,u►_ry Io T.. = 't1 /' .U ',1C.r.N ,S1 '1 '1 = ,. " 11 � � �,. �: 'Q, � ...� t•, � � �.3 � e: � � r` V Ct PRC!05E.fi j '' - t N► t qr u E` ; a_ tt1 �� EX1�TIN c:�l 4L�E -a m ,�q a Tof';of CURB d .CENTERL IN c F" ......_. --A EX15T: "l-tA rz"R L INE - _..__ ---•- ..._., _ 5.76 L. EX vc .-...., `._.. - -- �✓-T/Nc� 8 ,SAIYI T-,r9R T' AER 5=0 p, , ry _ "`�-�-. "``�- ...� �I.� �vAL K `� 42 EX15 riN6 5 rte/CRAW ---- _._ �.." �'`�- (CONTRA ,roR To VERIFY `.�.' ._._.` " . ,- -- -.�.. _" ._.,...... ... .,. •---_. `~-- 5/lE, L A TION d TYFE ti q ,J �fl L•XIST: GRAL)E O n �~ rr- 'kill, NOT,E. J }` %., � ¢ STc'l MR-AL SFi`T4-'/,-1 c�F 1 NE Rc SAD TG7 BE 8.r/ V U �� OVERM/NEP 8y" f- AFFIC IM2EX d SOIL R-VALUE v X-SECTIONSTATIONV+.V - DATUM E.zEV T. �d / .t�.��.tt�.N �.�'.,E.�E.1� ,.�5' �.,�'" 80.00. cy y cy C� �` '� cci � n ry rq `Q � �a0 Q 00 110 r q+,5o 10*00 10.50 11*00 /l*5Ca /2+G'o 12+50 /3+00 13*Sc ' 14*00 v 14E��sIoJvs GjE4R)MRT flVSUL4TION NO. 8>' A.E DESCR/P T/ON PARCEL � ,AT 97-17+61WRC� 'r' JEW PLANS M10THY P. ROBERH' PR,OFIL E VIE" HOR1Z: 1 t' = 20'/ VER r.• 1 = 4 � A. 4� 1�r p R � TR4FjffC W .P .cam PROTEE r/1 7.0 OE51&N 3 mp�j CA/U., LWGffNEERflVG 0RVESS/() ,.. ♦ArAAs.�,w.►A.►eow®n►�►Aw.►w.�►.o.sa wAAwe.os.� NClTY o �rA lDERO) O. 36jjo� N;7 ff44&WG DR" IrNi `' �'co; .�',�4 RU.�1 CA. 9.3'446 st vt '�` 1' /�'f „� �l,t�•, �.d , RM07HY P. ROBERT, R.Ct- JSJ86, CA 91J0199 SAIF t "� £ / DESIGNED B Y.' ORA WN BY, CHF r."A[0 B) JD8 NUMBER. SCALE. SHEET 9f 1.Vj!4 Q ��, o�` f Of .3 d • r �CAUT Y , .. w. .yy 1/2" R. 12 1/2 NOTE: REINFORCING STEEL SHALL BE #4 BARS AT 18" O.C. 1--12" BATTER PLACED 1--1/2" CLEAR TO INSIDE OF BOX UNLESS OTHERWISEl NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH EXPANSION JOINT 1/2AD: 3/4" RAD. FILLER AND A MINIMUM SLOPE OF 4:1,FROM ALL DIRECTIONS TOWARDS SAME SLOPE-» .�- -� ••• T_ P OUTLET PIPE.. USE CLASS A' P.C.C. FACE ANGLE TO EXTEND " R --� �„ . .'• .,.•.., FU 6 CURB AS GUTTER LL WIDTH OF BOX.. EXPANSION JOINT R/W oQ�- HEIGHT 6" Lar Ck, 2"J 1" t d ) 5 MIN. ,� NES 7" ; , ., 3 16" PAVEMENT 3" 5" 3" 4'--6" MIN 9 1 4 3 MIN W WIDTH TO 2% 10" �ITHIS POINT - - ' 36"COMM !q Asp Ra�Mp�ONCRerE �� """ t�' 1/2" $ x 6" , A A � :t». '•��`'.;• .` "3.!'�.�::':y::G'*�,•'::a� ';:�.. c WN 1$s %�` � ANCHORS •_••• H -36 f.`. _ MAX AL MIN �2' M ., AX 2 . E tTRUGTURE A.C. TYPE "BH 2 ENT 0 BACKFILL 3" MIN 6ACKFILt CLASS I/ AGO. . .. . _ '. + . : ,. RSOI s \ �•'f' wr'�' •.... ;+ .. �H 1 �H TYPE i' ~' . . a• V IK 3' MIN 4' MIN. 1 �w •• 1© MAXT 29' 1 _ t 2--8" t CURB SCORING LINE PAVEMENT WIDTH MEASURED TO THIS POINT ; . i =:4;`; }w=:>'•`_ `..:� :r:;;::�:;:u':;:-;`::,;, �• PERSPECTIVE VIE W 6" 11--1/2" 18" �:� _ ,..,.. ' s:��' i ' ' ' ' - - '� NO SCALE SECTION A_A PLAN 1 2" RAD. e[ EXPANSION JOINTS 3„ a- SHALL BE PLACED 2 H t. I j4 • s • 6 3/4" RAD. 1/4" I� A� 25' INTERVALS, " -� A ENDS OF ALL 8 -•0 OR LESS 6 ` -- 3" -•-- - CURB RETURNS, AND 8f—lop TO 20'—0' 8►> t/4" RADIUS 1/4>, RADIUS VARIABLE i EACH EPR OF DRIVE- » � 3" " 1/2" RAD. " WAY DEPRESSIONS. HEIGHT TABLE ANGLE TO 2H ,5-Z2-1/2" x 2-1/2" x 114" fi 1--3/4 'ME INTERVALS t/q. MATCH " " " BETWEEN EXPANSION H H H 1 2 0 x 18 �-- _..�,._ 2 MIN. TYPE B TYP. �, » / 14 --""--"'•� ANTS SHALL VARY CURB FACE H A.C. SURFACE 6 1/4 1/2 0 0 18 O.C. GREASED SMOOTH , . TO Allow MATCHING 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4 THICK. SEE DWG. NO. 418 5 1/2" DOWEL OR #4 y ,. OF JOINTS ADJACENT 2% FOR DIKE DETAILS REBAR W SLEEVE ' A EXISTING IMPROVE » ----"-_-•w / EXISTING 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4 IN DEPTH AND COMPACTED FACE ANGLE ANCHOR AT ALL EXPANSION 4° , STF UCTURE "Cd KEiLL. ° ; , O A MINIMUM OF 909 MAXIMUM DENSITY SHALL BE PLACED UNDER THE "W= JOINTS AND ` SIDEWALK WHEN THE SUBGRADE HAS AN R•-VALUE OF LESS THAN 70. NOTE: FRAME SHALLTil NOTE:GRATES TO BE BIC 6 MIN. CLASS it ACG. BASE BE DIPPED OR PER STATE STD. PLAN A.C. BERM IN " — "` YLCE PROOF ' CONSTRUCTION JOINTS. g TYPE " " L N 077—B ., 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS PAINTED IN DETAIL B RURAL AREA r, AT ALL INTERVALS NOT EXCEEDING 25'. COMMERCIAL QUALITY ONLY 1/2" x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH ASPHALTUM PAINT. CONC. CURB » DROP SLOPE 2 THE EXPANSIVE JOINTS. DETAIL "B" ._., 3 1/2 x 1/2f 13" MIN. (1) TYPE "A" AND "C" CURB TO BE CLASS 'B' P.C.G. , (2) DIKE TO BE TYPE 'B' A.C. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1--1/4" IN DEPTH AT1/2" Y s (3) STRUCTURE BACKFILL PER SECTION 19--3.06 STATE STANDARD SPECS. INTERVALS NOT TO EXCEED 5. SECTION1, j 0" FOR USE WITH . • _ _.. CURING METHOD •- 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE 4" WIDE GRATE 2,_2" 2 11 5 8 ac cn CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO ENGINEER. ( / * PAVING MAY BE REQUIRED BEYOND THE R/W LINE IF NECESSARY TO 2'_0" z EXPANSION 3' MIN THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. CONTROL SILTING OF THE GUTTER " 3: JOINT CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. L4 x3 x1/2 NG TRA N SITZ N N PLAN P.C. CONCRETE MAY BE USED AS AN ALTERNATIVE PER DRAWING NG 4233•_ 5 3 8" NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3" MIN. I / _ ..� CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE DRAWN BY: TYPICAL FRAME I A DESIGN APPROVED BY THE CITY ENGINEER. R•A.L. CITY OF ATASCADERO DRAWN BY CITY OF ATASCADERO DRAWN BY: ENGINEERING DEPARTMENT DRAWING NO. R.A.L.. CITY OF ATASCADERO DRAWN BY: DESIGNED BY: ENGINEERING DEPARTMENT DRAWING NO. R.A. DRAWING NO. R.A.L. Cl TY OF ATASCADERO S•J•S• DESIGN D BY: ENGINEERING DEPARTMENT S.J.S. DESIGNED BY: DESIGNED BY- ENGINEERING DEPARTMENT DRAWING NO. S.J.S. S.J.S. V2,7�/92 CtJRlS 41 8 27' g2 4� D TE: DRIVEWAY APPROACH DATE: FILE NAME: I SIDEWALKS 27 92 x-24 02/27/92 STORM DRAIN INLET 502 M : WITH AC DIKE FILE NAME: AT41 g.DWG AT4.19.DWG AT424 DWG Afi502.DWG ° NOTE: " BEHIND GUTTER LIP PROPERTY LINE t� * RESIDENTIAL'ZONES GOR ASHED DOWHERWISE EALK IN MINIMUM COVER--BOTH CASES SEWER MAINS 48 MIN. U. APPROVED BY THE CITY ENGINEER. GUTTER FLOW LINE BACK OF CURB WATER 36" WATERPROOF x 12" COMMERCIAL ZONES TELE., POWER 24" STOPPER & m GAS 30" SE i/8 BEND (45') BACK OF SIDEWALK `t a STORMDRAIN 48' MIN. � s 4" MIN DIA. V� POWER STREET LIGHT OR nz F.H. TELEPHONE P,C.C. CURB �' ._... _..) (_... ..._. flio I ( •SEWER LA EBAL_ AND GUTTER T" % PROPERTY t 18 1 " NORTH OR WEST SOUTH OR EAST 4 MIN. DIA. �/ 12� " LINE w o PIPE JOINT (TYP) *�---- HALF OF R/W HALF OF R/W 5 SEWER LATERAL SIDEWALK PLACE 112 x36* t -�-- STEEL REBAR " '10 VMYAYIEN SEWER VARIES t AT END OF I 12""I 1'--•6" MIN. I e �. R• LATERAL t N WATER MAIN z ... e SEWER MAIN 3 MIN. z 3 MIN. N PLAN - .� STP 6' 6, , ro A CITY ENCROACHMENT PERMIT AND PROPERTY LINEQNLY 12EIACHED SIDEWALK QR_ 100 °�`' t POWER, PHONE, INSPECTION ARE REQUIRED FOR SEWER WA R G S AND T.V. CABLE SERVICE AND INSTALLATION. SEE DETAIL A "S" t BELOW 2" a STOR DRAIN 5E R i --�. PROPERTY FACE OF CURB AE I LINE dit (P.C.0 CURB AND GUTTER) I min F.H. i _T_ T NOTE: t 12".� -•- STREET CROSSINGS BY UTILITIES REQUIRE A MINIMUM SECONDARY POWER V-6" CABLE T.V. CURB do GUTTER z ' 1g" 1 --6 MIN. OF 30 COVER AND TO BE AT RIGHT ANGLES TELEPHON NOTE: MIN. LATERAL SIZE: is » WATER MAIN WHEREVER POSSIBLE. LATERAL SHALL BE CAST IRON PIPE '"� -- PRIMARY POWER 4 DIA., MIN. SLOPE * RESIDENTIAL ZONES QR PVC PIPE ENCASED IN CONCRETE "� 1/4" PER FOOT t METER WHEN THE COVER IS LESS THAN 36" STOP � DETAIL "A" � OVER THE TOP OF PIPE. OTHERWISE, PLACE 1 2"x36" CURB AND F21DEWALK CQNIIQUQus NTS LATERAL SHALL BE SDR 35 PVC. STEEL REBAR AT END OF LATERAL WYE NORTH OR OR 50 AFOFHALF OWi 1/8 BEND (45) SECTION �..-12„ 5EME RAL ---- ---- INSTALL PROPERTY a v WATERTIGHT SEAL LINEC asp F.H. A SEWER MAIN IF NOT CONNECTED NOTES: TO BUILDING SEWER. H -I "Y" H " " ", "Y" I. "S" SHALL BE MARKED ON CURB OVER LATERAL. `12 1'-6" MIN. X X . MAX. I MAX. 2. THE "S" SHALL BE STAMPED INTO NEW CONCRETE I POWER, ;PHONE, AND SHALL BE CHISELED INTO EXISTING CONCRETE. WATER MAIN AND T.V. CABLE 3. THE "S" SHALL BE NOT LESS THAN 3" HIGH, 2" WIDE METER t SEE DETAIL "A" AND 3/16- DEEP. STOP ABOVE 4. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM WITHOUT 0813 AND SIDEWALK STOR DRAIN SETR ' WATER SERVICE. STREET WIDTH "X" "Y" MAX. 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 24"--32", THEN NOTE: ALL BOXES ARE STANDARD METER :BOXES. 20' & 26' 4' 3' UP TO SURFACE. CASE 11 32 4# 4 (WITH OR WITHOUT A.C. DIKE) DRAWN BY: CITY OF ATASCADERO DRAWN BY: V.S. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. CITY ER ATASCADERO T DRAWING NO. C.A A. BY: Cl TY OF ATASCADERO DESIGNED Y: DESIGNED BY: ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAWING NO. V.S. S.J.S. DESIGNED BY: . 603 DATE: WATER SERVICE/HYDRANT O'JTE: 2 27` g2 SEWER LATERAL LOCATION 02/27 92 -701 2 27/92 7C)3 FILE NAME: FILE NAME: LOCATIONS ILE NAME: LOCATION OF UTILITIES AT603.DWG AT701.DWG AT703.DWG REWSIONS GE RHA 1�T .flVU 4Tr�.�1�" NO. 8Y DATE l3ESCR/P71ON PARCHw AT .97—IN ARNOYEAMVF PM NS 7 lot, ROBERYS ,? 13 ESS/p '` ;t „� r' �'�4 1�� ��. Cf]Y STAIVDARDS s DETAES �® aA` IVB LWC�,Z711�� JW.49 AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA ev A u�G � 24 ,s ► CIT Y 10F A IASCADERO, CA NO. 3 .� ►: �' R'+ A9 C4 ,900 * vQ q•3�'� ;, oe OF cRof 4 `Q, 17MO1NY P. R[)BfRTS, R.x£. .33.386, EXP 9/' 7f99 DA tE CAIS DESIGNED 8 Y I DRA WN 8 Y CHECKED By. Y JCB NUMBER.• SCALE.• SHEET ,3 47'-9,52 / 'ii Off' 3 1