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THE 6ONTRA6 TOR 5HALL FROVIL2E X45 BUIL T 1NFORMA TION A5 TO � � T4ATOP711 YIYD/5TURFGON7.EN7 " RETI /F6 FVP , ZD , . i . � TD 71EPA7FOFF111.4;: BXAG T L 06A TION BY GENTBRL INE 5 TA TION ANLL MAIN 0EPTH OF ALL J-,1A TBR M/N/iWV 6316-40.EM.4,1'/N�i1�l GENS/TY�.S OF7Ei rel/NFUgrA...5Ti`IP/..�.576,5TIM-3 /F/ED TD 3L.4YER91.' 14. AtW1(:ER5 G0VTN5AAaN/N.IR14NGF FA6IL 17 APFUR7ENA N6E5, VAL VE5 TEE5 ANL2 OTHER Fl TTIN 05 METBR5 B. PRO1,W79AN,2 GD1,vFZFT�U aOZPv4T/ON5/N-iW4NGE ANP 0THER PER TINBNT FEA 7ZJRB5 FOR THE PURP05E OF PRO THE ,:5* 7/1EGUT/-iR 45OFLW/Lt�IN6FAP51Y17117RAafRS/N6GUT�iLL r.4Y16f/TL/NF56V/LL 9,FDY� G. GOr�3�=//FNSi�L/.�48�L/7Y/�/�4NGF EN(�INEER WITH A BA515 FOR A5 BUIL T ORA HINo5. .FXG.41/..4TED.4S.�l.�U/R�f3)'Tf/E.�/L.y,EN6/NEAR/-fNlJ Ti'�.FB/3G�''F/LL t3ROG�fT T06R.,�1h�AT , . 7 ✓ CONTINUOUS TRACER PIPE 5HALL BE PL4GEU OVER THE L�TER M4/NT1E5A1,F71.0-EA57//FFLL. L/ TNLL /N-5 ErDT1�/T5D /N4U5S, N1� 4LT/DP� /F513 /F5rT/SF�GT/ON40 r44N17�1y/N/��1�fo%ST�NGFOFS>fFr3 r"ONa rNF/RFx R/DRPERiry SER AP1'RD!/AZ OF Tf/EDh�/FRPRfOR TD T//E.5T.4R7-OFGON57RXT/ON. NL? BRr v�HT IN TO THE �,�L GH�4MBER5 FOR TE5 TIN 8. THE CONTRAG TOS' 5HALL EURNI5H.5UPFL IER5'CERTIFICA TE5 5T TING 4. PD.S/r/YFPRWN46E5h'ALL .57RUGrLRF5A7_A M/N11W1YOF2.,0r THA T ALL PIPE, VAL VE5, FI TTIN 05, PRO TE i�7,TI VE GOA TIN(55 /-SNL? ALL FOR,41�/NIryUUryDF F T. OTHER MA TER 1AL5 GOMPL Y H/TH THE REQUIREMENT5 THE RROJEG T 5FE6IEIGA TIONS. 7.'GI1 .4NO F/LL SLOPE.5 91AZL NOT.FXG,EFPA 6Ri4D.EOF.2//DRIZONT.4L TO/V2 RT/G,�4L. q L OCA TIONS ANL2 ELEVA TIONS OE EX/5 TIN- UTIL I TIE5 HHERF 5HOHN ON THE PLAN5 ARE BASEL? ON AVAILABLE RE60RL75 ANLL ARE APPROXIMATE SLOPEGON,SrRI/GT/ONRECU/R�i NTS/NGL/VIN5 K 7'5 AiV 9,FNG/11, 5 5��All BFSPFG/F/ED.BY CONSTRUCTION , ONL Y. THE GRO55/NC OE THESE UTILITIES L�lI TH W�4 TER MANS 5H.�4LL Tf/E,VF5Ri V 5/N6.�/L5FN6/N"&W RF/OR TO GONSTRUGT/DNOF6C4 aFP 5LOPE5. TENT. T/VEL Y BE X45 5HOHN ON THE PLAN5. THE GONTRA6 TOR 5HALL HANL? /. ALL GON5TRCeT/GRAND TF57/N6 511,4;; GDN©R1�11�/T/l SPEC/F/G.4T/DNS SND 5T�44N0.4RD5 GONT•4/NSD/NSEGT/ON6, EXP05E UTIL I TIE5 PRIOR TO /ANY 6ON5 TRUG TION OF HATER MAIN5 IN 41 AZ1 ARFA.52>/.STURf3FUL'UR/N6GDN5TRGGT/ONa0ZFv4T/ONSrAZZ BEPL/-�N7Z22,4/T11PL_NN/.�4L ETSFc, OFTh{EG/T1'D tIT DERDSTf�// RO aP�G/F/G,�#T/ON5.4ND�/116_ UNLF550THERh//5F.4PPRD1/ED ORI�E1�' TO 1/EI�'lEY LOG/TION�NL7 LSE 'TH. l�IHEi'E HA TER M.4/115 CANNOT B YF6FT�4T/D1�! t�6.ET�T/DNSh.�4LL fF/JFN.SE�iYL�6R01�/116 PR/OR TDF/Nr4L /N.SP,�GT/DNOR f.�FFDRF grTf/EG/7YEN6/NFE/�' M�INTI INE.J HI TH.fir T LE�45 T 56 /NGHES GOER .4111? 6 INCHES GLE.4R�NGE Tf/F1� Rr4/NY5Er4.�if,/1�f//G��7/FR GD�IE.5 F/R.aT. EiE'OM THE UTIL l TIES, UNLE55 OTHERNISE 5PE6IElEL7 ON THE PLAN51 THE .ENGINEER 5HALL BE NOTIE/EL? ANLL THE MAIN L7EPTH!MILL BE AL2JU5TEL7 TO /D. ALL G1MV17ABLF_5�2/L, /W 7,FRG4L5,145P//.4L T, GONGRFTF RUB91,511AiV P,F9R/5 RF5%L T/N6 FR62H .2. 7RFN4.e:W 9RA6116 DR SHDR/N45,/FNEGE55/R 11457_GD/yPL Y!�/Tfd T//F MEET THE NEGE55AR Y DEPTH AN9 CLEARANCE REQUIREMENT5. 6R.417/116 OR EMD;/T/ONDPFi 47_/ON.S 5/�4LL BFB' OG D FR01�1 T/E./G5 5/7_ 7R4N5P&7RTFC TOPROTEGT.4&2 4PPL/ RTDA.Vir451.�L(1',-AAM,ANP15PD5Ep DF/NAGGDR0ANGhV�TWA71_DN5 F,4G/L/BATF TNEAOR,r /0 LOCA TION5 ANI� ELEVA TION5 OE EXI5TINC HATER L INE5 ANO APPURTENANCE5 ARE APPROXIMA TE. HHERE CONNEG TIONS TO EX15TINO //. /N5Ti4LL I.�i�4//�.4/ (aE 57 'l/G�S PER/y.4NUFi4G�R .SPEC/F/G�4T/ON.a 3. P SENT 5//r4LL B S� '`{TLEr4,5T/2//V, Tf/.-4N 771FRF&111RFI0 7RENG1/. 9A5,5AN,9A5Pf/,4L T GONG-7F L INE.5 .ARE TO BE MALE, A5 5HOHN ON THE PLAN5, THE GONTRAC TOR 51/�LL BEREPL.4GED TD G/7Y5r.4N�•4R1�5 UPONPRD.,/EGTG0�1fLF7/ON. SHALL EXR05E THE EX15 TING L 111E ANI., NO TIF)" THE ENc�lNEER OF LOCA TION, .ELEVA TION ANLL TYPE OF PIPE AN1>/OSE' F/TTINCS PRIOR TO .4NY /2T1/EGON7R4GTDR 51/r4LL E1yPLOY,4LL Lr4�iP, /P1�lENT�4N�1�1L=TTf/OOIJS RFC�U/REI.-�TO PNT DONS TRUG TION. 1115 OPER 71_0N.5FRO1Y1RFa GLiN6T/N.41YDUNT5PA1 A61W PRDPERP6,1117704 IF-0 YF6FM- SEEP/P L�YiN6,4NONDU5 5 RY�G L T�S 511,4;; GONFOR TD G�7rGDN57R�TiDNR c /R i NT SP GiFi T/0N.4N�I�DMFST/G.4N/1�,�L.S OR G.4G�/46.4 NU/.5.4NGE TD PER.�NS OCCUPY/116 /ILD/465/N T//F /NSECT/©116./O OF Sr.�iYl�4RG�SPFG/F/G�r/0N5.4NLa D�1465 //. PRE55URE TE5 T/NC OF THE 5 Y5 TEM 5HALL BE LONE THEN 5ERV16E5 Y/G/N/7YOFTf/F /OB S/TF Tf/EGDN7,K-1'4GTOR5//.4LL ANL, RELATELA EITTINC5 ARE IN5TALLE9 PROPERLY ANL? ALL METER BOXE5 DUST RF:�lL T/116 ROoyhf/5 DP 47_/ON. al5TAgffTFI�NT1E14,�W5,511AZL 9_FGONT/NbEP UNT/L ARE 5E TO PROPER C-5RAL E, NO PERMANENT GONNEG TION5 TO EX15 TING RFL/EF15 6ie44NTFvBY T//F�/116/NSPFGTOR /'�.4NHOLES , LL BFGDN57RGL�rEC/NGONF��NGFhi/7_//G/7Y 5T/{/IU,�44R/?SPEC/F/Gf{T/DNS,SFGT/ON6./1�6, AA TER;INES SHALL BE M/LSE UNTIL ALL PRE55UR TE5 T/NC .4417 BAC,TERM TE5 TING I5 COMPLETE TEMPORARY CONN.EC TION5 MAYBE ALLOHEL? FOR /3. G0N5TR//GT/©NGDN7 4GTOR.SfI/�LL X445 .�LF.4 GD/yPL TERF5P0N5/B/L/TY�ORPRO 0 SE,FRL/N.`'7E5T/116 5f/ALL J. 60N5TRU6 TION F'URF05E5, HOHEVER, PROPER BA6K-FLOH PROTEG TION TFGT/ONOF L/G.4NI�PR/Y,4TFPROPFRTY�4l./4GENT TD Tf/E5/TF4N0 TH.4Th'E5f/f�LL,/�Tf//5 DEV16E5 MILL BE REOUIREL? EXPENSE RFP,41R DRRZPLAGE TD ORi6iN,4L GDNliT�ONALL FXi5T�N61110W0P51 ENT5h1/711/NOR 7 SEAR PiPE�,4TER/�4L 511,4;; BFPO;r"Y111)"1 G//LOR/aF/PSG/,,�57i�5T�4Nr��4ROr75D34/51�R3 APJAGENT TO 7_//E. B.5/TEI�f//Gh'.4RFNOT DE5/6//�4TE1J FOR RE/yD1�.4L.4N7 lam//G�`/.4RFO /'��6EL� l2 THE.4.1�'I.6�!G. /5 To BE No TIEiEL? of ALL �IOR /N1�oL)"INC OR RZ7-16?/ED A5,4 RF.g1L TDF///5 OP 4Ti©N. 5HUTTIN6 OFF AA TER A T,ANY TIME FOR ANY REA50N L INE5 SHALL BE 5 IWP11F/G.4T/ON5 TD 7IE561�RPL�NOR5�RGDNSTRGGT/0N5T.4N�.44�/NO7F5f G.�fNBE/f? FON;rR171/PR169R PRE55URi2EL? ,SNL? PRO TEGTELA FROM BACK-FL ON 6ONVITION5 HH16H GOULL> /�OFFS/TF6R /116 oR oT//FR GON57 /GTioNh PKd�/LL NOTBFPERr�/�1�1/THDUTPR/OR1�R/7TENPE APPRDV1 4Z BY 71^1,E 1! 7_f SFS/64246/NFFiP 6AU5E BACTERIA ANL? LJIRT TO ENTER L INE5. THE A.MH 6. 5HALL 41/5.5/0401=ThFOFFa/rFP DPEC'rYOh� OPERATE ALL VAL VE5 IN THE A66EPTEL7 5)`5 TEM /.5. T//FGON7R4GTOR/5IQ 5P0N5/BLFFOR T1/FPRDTFGT/DN ORPROPFRRF5F7T/116e:FAVL FX/.57_/N6IY62* 15. BEFORE ANY PRE55URE TE5 TING 15 L7ONE FOR A.M.H..C, IN5PECTION OF U/4lFNT5AN007hER-'FI,RVFY/Y4R1 '.S THE 5Y57EM MUST BE GOMPLETEL2 PER A.MPV 6. 5TANL?ARL?5;ALL 5ERV16E5 511.41;BERZPZAGEC/NAGGDRI9ANG 71,YI71/77E57_,4TEL,4NP_%RPfYDR.5AGTA7-r//EGDN7 GTDR5EXPEN5E /N5TALLEL? AW TO CRAOE. .ALL MAIN LINE CONTROL VAL VE5 MU5T HAVE CHAMBERS 5ET TO CRAL�E ALL BLOW OEE AIR-VAL VEANL? EIRE HYL?RAA T5 MUST BE I1\15TALLEE? FINAL PRE55URE TE5 TIN 5HALL BE 12ONE AT TH15 /6. ND TiPFES 511.4;; BE 'E`/10t/ED OT1/ER Tf�4N Thc�SEI�ES/6N4TEC'FDR R 1�IOY.4L ON Tf/FSEPL.4N.5 TRFF POINT. CHLOR/NA TION OE GOMPL.ETEL7 57'5TEM REQUIRE5 48 HOUR5 BEFORE RFiyDY.4L /NGLI/G?F5RE1y01/L OF57U '.4�/C�PROPFRI�/SPD5.4L THFRFG ELU5HIN6 CHLOR/NATEL2 HATER MU5T BE REMOVEL? BA6TERIA TE5T5 HILL TAKE A MINIMUM 4e HOUR5. 17. UN'F55 .4LLEX/57/46 SF,G i�'GL NOUT51V14N//OLE5,MTER YAZ 1/F_,AW OT11ER 14. IF ANY TE5 T FA/L5, RE5AMPL E OF THAT LOCATION 5HALL CONTINUE UT/L/TYBOXE5.4RFTOBFR /.SEI ORlD1 iC' TOF/N/51/6R, F 12AILY UNTIL THO (2,) 60N5E6UTIVEL�AY5 OF PA551NC k1lTH A MINIMUM OF 443 HOUR5 FOR EACH TE5 T. TH15 15 A TIME 6ON5UMIN6 PROCEDURE/Nl 140 5G�GUTS A511.4;; 5E1YAPF/4 /N/r i�'OF/2 G1/E5/NTD�X15T/N6 R4V/N6ANPA.5 NFGF55.4RYTOR5,EAL.4 725 T5 .ARE P051TIVE ANO GOULL? RE.5UL T IN 48 HOUR5 OF REGHLORINA TION GDrPBEFORE RETE5TINC HATER METER5 DULL BE 1N5TALLEL? ONL Y ON ANEGrF /TD1 ACCEPTEL? 57'5 TEM. /9.'F'4RTh'l�t 'KG�U�fNT/T/E5 DOD GUtG YARDS GUT 26?OD GU61G r14i'D5 F/LL 15 GLEARANGE A T EX15 TING PIFE5 OR 5 TRUG TURE5 OVER 0" 0 0 5HALL E,4RT11r?U.4NT/T/E5,4RF9A55P DN _VRF.4GFANZ2 RROPD5Z-72 BE NOT LE55 THAN 12"UNLE55 OTHER 15E 5RE61FIEr A 5ANp BE,9L?1NC FIN/51/6(�&FS,A5.5/0WaNT/1FPL/-NSHR/N�i46, GON.5L1C�AAM,,ANOGLFAR/N6LG5,.aF.4GTOR511A� IE : ,�� .5HALL BE PLA6EL? BETHEEN THE TOS' OF THE AATERLINE AW THE 3OTTOM NDTBEFN/NGLU,l,_E12 GON711c4;7 1�,4�E11/s o1�N5/TE�'i5/r,4NoQU.4Nr�7rT XE-OF .4Np.�1/LL m ILT W I OF THE EX/STING PIPE OR 5TRU6 TUBE UNLE55 OTHERG�I/5E 5HOHN ON 00/46GO 21NlaL Y. FLANS. This drawing substantially represents /6. ALL TRENCHES SHALL BE.BACK F11-LEP, /N AGGORL?ANGE t�J1711 THE G/TY 20. /4G�6�TF845F the com feted project. /b. ATA5CAL7.ERO 5TANL7ARL2 ORAHINC No. 70.2 5gcr1o1v co lo-r' Of .4��4 RF�#rFB•4,5F/�1.4T R/f�L 51/ALL GDNFOR1"-1 TO a14-- 6 V F6V/FORN1.4 5r,4T.F57,41 CAR,P 51,0, G�4T1ON.5 6,,/.40 RE6.4TF�`3�45Ef�ND. B}3�45F/t1r4TFR/,4L 5114#;;BEG01�'IP�4GTE1�TOf# Eric b. Dobler RCF_ 30436 Date Clouding denotes any 2/. .45P/1/#LT changes, additions, or deletions to .4. .45FI114LTGDN6R YF•�4Y/N65/f/f,4LL GONFDR�lTDT11FRFcZ'//REI�IFNTSFORI45FIIALTGDNGRF7FTYPFB.45 the approved Improvement Plans. 5PEG119FP IN5FGT�DN3WoF 711E5TA7FOF6C/FORNIA FPA4RM NTDF 7RI4N5PORTAr1DN5TA AVAR.� ..aPFG/F/G,,4T1ON.a_11Q Y1,1,2F1.?./T1-aN RE VISIONS NO BY DATE DESCRIPTION GR4DPVG WATERSURER NOTU 22 61�4�EGON5TRX71-aN5r4,�5 5//ALL 9FSFT9YA L/GFN5Fr2.gRYEYDR 61 2R G/V// IEN6i1 �' /N 71E5T4TEDFGr4L/FDRN�,L6. WBLER EMC J. CI VZ L LWGi NEER WG `� TRA C T 2233' 23. .41; FX/.57_/116 7REE.5DN.S/TELL.BFREr�DYEL? � ppi�ss��yy��yy�� ®®®®Jaa®A®®sAA®Aasw,aeer.etetwewa,r.e`® .iys V+d0.T438 � CITY OF ATASCADERO., CA 9110 ATA�AD O A �cf 3)���do „ , AT .ERCP C9. 9342.2 , a 2i q7 ` ERIC J. 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Gr c. o•c. o.c- U.G. $� '�,� ,� o� 4'(4'x8'PIRE55URE I'W 2"GEL?A R/REDHOOD 11 T TREATEL P05 T5(TVP) (TYPICAO � BUILT DRAW NG F, S h! .t• i r �q �;€ ' � t # EPPt 4 �{ e e e . // �1 {� �� t 1 t�.� {(�# � s I��i� ¢ t#� F� � 1 l�l�� i f t i j k 3}q�r° j�d{3 � 2�jI•, 4 /2 I [ . I' d ;E;,r fl # 9f ; d This c1rawin subs 9} _ S 1 tantaralt represents (P 7{ E}j §pi� �� � ? E �) I�� � t t F r€ �#}{r# i�`t �3 E =E E Q �� s 4 �k ��kthe yy�y,�[©,�v.1',�,y ,�+ � #@ M H itis �QiifY{4/4•Gi► I �� i✓s �, £, GRAPHIC SCALE Iys' x ,1s,€I,IIIP{:1t, j31. F ; ':, ,ItklE}Pj� , s { tY €[Fln$7k >�(`£ � 7# -�''�`,ti� 1i4 I, H 30 15 30 60 120 ig# F�jj f € .+ e t 3 3 ]` 4 l,pz `i',f 0 }.�! 17n x :}> t yi f i x 9j 14. aF ir�� r} i �u; s�( 1;dfi z4� 1E t 1 ° t ,�+ t� �+ w�, Arm ,}.� dn¢�1 I i Hill 2 a i q E§ ± 4 (( i xs {t Eric J. OoWer KCE 304345 Pate T 1. 11k 1 5 r ) fi tt S33S{{ -0 t}r)f a � p! �(Pi , ( E)Y iFEi itt;` s€'; t �,7 r 31 f ' i E �(1F qs /+� y ` (, { k 17i x ! ( tv;t 3 t 1` 1 d £ t��i I i � ,i` i "t Fa�i `€ } Clouding den ` „ •I � 414 ' „ t ' ' � IN FEET 2 ( ) 't: , ., z �: 1 inch 30 ft. ?,i # ;E ; ? , ' Yx , 3 xt;` chartges, adci-Grvns, or deletions to : , t 4 : t [ thea roved Improvement Plans. 22 �� p REVISIONS NO B Y DA TE DESCRIPTION SPE PL41V � GONG. (TVP) E RIC J OBL 7YPICAL C T 22^3 6 f f�V/ / ,�lool� / . / N�1= ®s®®®.®®®....AAAA AA AAAAAA®....... j � �3 CITY O VATASCADERO, CA N. T.3. 911 �l.T.��!�'.AZ�.��dZ® A =;d , , �a(� 3)�{'p� „ ATASCADERO CA R3422 C �� ER1C J. GOBLER, R.C.E. 30438, EXP. 3/31/96 DA TE DESIGNED BY- DRAWN BY- CHECKED B Y JOB NUMBER: SCALE SHEET ,•3 D145/�.� I�i45 Z.. 5 96- 62 �„= OF J2 D�7Ft/L`A 5/•/,9'7'•rfe PLAA 109:r AIIIA� J C0 - Ozmo arp) W Ado Gk'ii ok N0A=:A/ST/AIS' WAS 1, CIA 0 I� 1 99/G3Hr FROM 12 M *�16 A7W PF 44V IVII101#41 el ASP 1 - - AICe r0 AMSCA MO Nk'0r14 17Y %Sk *?'A7X WMAMAG c �' Ti�lGr 13ruDy r' �• `,�f��q. ���j• �1 suss �,, q L� J'' 4► '\,� $ � � 3AB ,3b/y1�� PIP�c! c9 l wv 71P R6✓T a u. e+ivp 2'/ � ,� ,;• I �000000000,00womoillilli'lli�I Erol � x¢3.0 Cx®yt®NP�r ,6x/40 /8•'s�3t?" UIv � 9¢ GP !� X 3O'°CMP OV411 G MP . .40 0/49 411 ..----_..i r. r. ---r► V R INV — iuc�r ACROSS 6L CAM/A!0 Ri✓A& Fir-- 0¢¢.4 f o h 9Z?•�o ' l� PGA/V'view 6 AMPRov6:M iv�s ° ``�► �� t x �, �" 0, T///s �l�t��'7" •.� �'LCA�t! G,�/ANi�/iCL D� is X/571�t/G LARGE' ��• 3• . .�� �®• g� A� ¢ �;� � a�PR/R Ciev5h��0 cwt! Dig aoc/45 4 ON pR JE y 6J Q PGRCE CGRCV?�P RIP-RAP t�f7 �?R0 ,x,11 rtiv g�S 5® ,�' 96�'j• c�u6a ���P P,,gyp oG N `r 4•� Oct `�' y t� 1 9 . Yu6ia 9 I ®A 0 Ora v n yN w ��' SIJ �. . ° Vi • � M�vlA�t/ o Na 01 r • C� � U 9' 4 ! ' 10 �2�0x �y 1r�'� /'GAGE; Z5 GPJ• MlAl. KOOK 5G67P6 •. Q,, � �. , . �tk �fi � R TCC ! A°/ 8 EPS GG AGG Vc�IPG A hG t 12 9 w e, GR UOE 91,0-17,4f M 6 C C f /,tlSTAQbw LG 360 CA5*r X/ M1 s� P�'/2 CITY 510`. � �A_ AC. 5"f'!�7' %r/4 fL r li'j6�i1i✓/ 1, ti .� ialL P 1V 1/l '� , X/ '�t✓� %.000 0 / . 3 ..,� ,5 / 30 CM? 5' L d � k kA.-E 0I V ----- ------ - • � � �� Vf '� d �, / 6►'���V �► 445W W;VAI &-13 ® Al 710• I/t/!i^ � • ° v ,� 8'Wiry fi •ye, .9 .< O R6CMOV i IY6 j�/O /2 Oil 4'X/STI"ev A/67Tt• R:MW9 LARCs9 ROM4 FROM �,,/ �& t�J •Cts=q 5 • 2 3g 00 ® CR6l5HCiD r�MP .TAC/ C�P 'i<l/6t/G Tf1 pASCHAR Cf/A�t,l�tl L C[.EA iV GRE',SK ®1't® ;r *1 1 AOW 4•� i PA 4; A wo r '0 K�STc�eC ro PR6�'E�Z cAvFAGURA T/D�./ C�/A�N5OF D9 °t� PLACE RIP-RAP j �. P 2 ¢ �I?6�U !' � 7 ��,. 01 oCK IF ,� CovCr >� SAP o tie 000, �0 G IRA�/ ` Q N ° gpt� 27,�,GJ© ..,,,,� •..,..,• ' ! �� 1 G' f Lc CrC ." . -~-.' W�G Ca /0 0/c• l ` ° -.-- XAC9 24 GPS. HIM tROVA 5GOPO `.,-~• if ' �,� � 2 ra P/LG ALL V0104 �/�� � °mac ,�/" cCM/ p� 23 x 1�l C6;'MC�toT 6�Rol.1t. R/P RAP ro A6 .... 7Vn Rer v A.4C AJG CeAyy =,� -14 41Lill (40! 9 P044AI V46W W 4HAMUCL Of r/o/t/ A N!° . . x Dc�' I,cJSfAiG6;. 3"cb CASr _ 1HPR0V6H6"r,5 a./ GE7A/L P, { Z / ti q /aOti Pips PEi� crr 0 7'Il/S Sir) a r srd yi/ t sCF tel• � « • /` • • 6 •► ��• - 0���0 r 2Ar CryPJ �,,,W,4 I L Cr yP. 0 • . •• . 4J _.J j6X15;r1A1* /0"0 CHO 16 '✓ •�•. �►2` ca' ' /, SIE1C*H7' OF W441, /S RT /�/f� /?trNC �7Z�6W C�ZAPe5 , T l // WALL L'... 2,.,Ar.0 I w.-0 R Imo' 1-1,516 I •"' e�.s. •�'•7 • •` r;•� /"i�+` (��i 4'G.7 iV// /.ir /'�(G 6.�iY' i�t,1/ (.:J/�C V.✓ ^ s T M/". 14T , 5 E66 WA/G. R _~ '+� 0 ,• 3. F IR'$7" XXX �A t�� lHa' g'ppep Al FvorlAI� Sfl } , 1 ��/,� � •• a' � !'LACE A /A'I� ©A' COARSE GRA AcG AGA/�tJsr r�9 SACK � c(rAGL � 47' G CU Pr aF RAvell AROVAIr 4c4cl.1A94//./. OP AI1iu'60 /A/ u/AL G r o ., , 5. 774936 WA 5 MAY Mr M)9Pr: ©P 96'1A)f0 fop cp,,c�c12�r� �,� A kfA�c. rN/�/���5s to t, •• •c,, ld' H/GH� 2� trlld� lot/AL�; �. �. rx�rf` Nt r�/2 �Ra�t. t�fg V�rt�'A c, .�olur� /,4 �'it�5r cr�un56 A6av� ril,� V 0074rOt l OF N �•• ~• 4r ce c X07 FOR WE6�P H6?G455 0 5111/ f.V 'L.PL�R//�fe�Ti5i�2 aF'f,�OG,9 7 51� V99 P eAG. � 1'RA 09Vr<Rs9 W 3 A?' ;1 0`a w A //,i"94o/Us 40CV46L. I C.Jf`!(.7/?U O/ic1A L � hlt7. 3 A s 5/lt�Wiy . t! ri /�/. 50/G. 10eAk IA16 = ZOOO 10,15'(2. r-r (Ff�r9, PRY 50/6 0 I AIY t"YPe) AO/4/ 1� " �cAL� 2a6x P51 - cGAss s �RcKS Pcr� YAr26�. J Foorl V& 5/lOUL IP 86' S6 1 /it/ cm M , vA 57 U R/3 C'v S6�1�• "AS �, BUILT" DRAWING �,.,�,, Q�V/5/o�./s OR 4 0/"& PZ AV FOR G_O;r$ / �'21 1? �" 2 3 AXI eW4 No �y oAr� v6rscQ�i�rIC?�t,/ 0 �'S/T�' INI�RC�t/6�'l�l i<.11"' f Gi�AOIA16!� P6 7A L This drawing SubStantiaily represent Ole J 600158 the c ! ted project. , . 70,fAG?' ZZ3l' 16 Ml qJ ClWt 46A16v1A1E991A1& "7* t . 3,,0, 3 : 1 Eric J. C•rvbl, r RCE C)4 3 Date 9/,/O A rA 5CA PERO A V C"1/� � � c/ ry of ArAscAPER0 , cA „ *47A- 5oA49,ER O, CA 9 342 2 Cloud in denotes an changes, additions or deletion �t9 ,� 466 8, 3 9 to rRIC J Dt3G6 le Ace 304343 GIC. XN 3 3//otO 49A46 thea roved Improvement Piano. GL�'s1Gw�v dR',�'/w,t/- eHirCKEI�; .Tt�3 moo= SC�Gt; o��•'r d /D 2t`,1 3D 40 b 0 pp p �,n __.. : . els/�.TG PA*k44' OZ. 96-00, 4j; s�OWV *� (�/�'l� ° ;ti ., _ � o • �IaX hr1'•= This drawing substantially represents :________�, __ /3 "•'•. , ¢ 3.,y' the cam pieted project. / K//Rg X 411,96W ••"•.~ 2..-M��• F-ric J. GoWer KCE 30 436 Date q,&J#MIA1 L ev6L. 5611" rO �c1oT�: �X'/ ''r�vG `vAL L A r ,�I. 11,�APrfa w rifAr /, I/ 958.n r v DY2 OIL G � ? �� ,�rG��' �IZt�M /2 ro Clouding denotes any f L CNC1 GAG ,, SDP G 'C,�T<< changes, additions, or deletions to $ �� r�r � qtr s� �� �� o� - �. ; the approved impravemnt Plans. -17 1 , �o' ��+' r9�J X/ST�P rr� � �• A7' eAlov ax rRAGr M Ln 9 a, �,, ._ o� � �, �' �,., �,.� � �' �.► �„ �- �-- ao �- � � 1� °� ler !N //83 act°• o.., . MA � 0 41 —7 _ ,, ._ . ...._...,. P. RST. WA� - c `"� el V), ��., 0 ,4, �;H r lO Ut�LJ?'y h 160.00, L49r. !J i ,� 9S8 S y ffo 9 /: / gv� APO ® v_ ..* IF N960.4-0 a�'�' iFf 9-'3.roo �q'� ¢q.6 p ... -941.00 I C jv SGI e�RAI . � ter. i ff q��ao I fd.,01 . 11Tw q �. �n 9 y g o r1 y' Itl a ° o, 91.4?s 2 �SZ.9� TW 951:•b� �fv • � �1► .o 'r V•�0 � TTS 2.33 � 9s0,G� ?„ J 94•� s3 W ? :. .� 4 9 cJ .: Q� #° 0 /�� i Oc g49.3y ti y M `�►•44 941- 000" ¢ i, - U t�uv ¢ °°� 9 fo �ti• � . tt�ti 1'' yq• �,0 •�4•�' �• `�� .ti �• w� qa1' � 14•v{ `� �¢ n y0 9`7 1w G ,g tN °� q q 9�$t.9 q ° q t�,v 9�G'. °►� q L N L47 Jv o �ry� '�� gfi3. v 90y T�LG .�""; �� , Nv �� s t�v •� 8 v t o wv o o s o 0 0 d t� a00 ° f � 2� •C, x b ti � y� �� `�c° �y °� �l 5�/� :'/!° YO � 1 `- 2'< o5 qty• f�'- 0.y1055 �17 OD rA-6 r . 4 i l0V, 74 V\ 1;,q<oo` 94 9 9 t2 / '�II!itloSGA ®� ��°� s�`3 '!�`off &-c °93 �f®2 1't'• tixti°' y�ly�iv alp a� Z.,pa�� .0 (� ,�� �Sa�• ¢i� ay o�► tt ti �t�.r gSp r 9 •e4�'�,,, �•, ,� q4- 3-66 � 9��•7� 94•�•� ti .r7 � LS � y ° � � ; � ® 1�'a, 953.Ztf•.�HJ ggt•�ti qy�.�o �� 9y�• 95 °`/� gq�. 9��.�.g� !4 .�' 945• g i OOW ZIA coNc 5Lo - Waa FF y45�ZA -oRA ,�1,� SSE ova '�' TKrti ANT ��� 959�► � Milli A AMAS A . - 7 �. ___.. ff fes' 3 S1 /90V PmLe_5 ro 1/0 TW 241" A'!N. 56VAGK M p r,P P. � PG• ' al% CU?" k 1) L T YR. off'• 2 /� •: 1 r (3 C I 1Af "all a . •04 If A . RRDW sG0�5 ° f�,, .✓' .o' �' ""' /VSTALl. l 2" WJE X . r� X r-J ¢xf 7RWA700 ,, �� OF &RAVE-1, A� /� /L / /l �i � pRdP G Iu �( , 70 ?`,q � o S croN of PlrC- Us60All 150 C9 6f wLl L•/ lot I 2 6F- g6.2 Pei. � �� � /yr/No � REviS/oa/� �X/�li�/G eLoc� Mrs A / / ........ � 8y AMCO�SCal CST/Ow rAW i�/�i� ''�'' �,071 rt4Y)G1 ` WgLG. :/G�t 4*15L HIM ' ��Ao� • t G o7" 8 �¢ �,� A � VAR 1015 3•/ �,__r r/ / ��'/ANG 45R 1C J.' G D 6 G 4'k r9A li vf�. weArf .� 0 H11J. k 1 / . � r s C 7Y or A ryASGA PER 0 CA M Al. -- 9N0 A T.t SCA D9Ro A V5AJU�' Fl X �Ot� ®t, // k. ArA fCA 0,6RO, CA 9-3422 CSL '• eD " �� Cso�SJ ��-Bw32 23/17 . AFS IG .: ;. , . � eR/C . 606L.469 RGE 30438 L/C. �'XP .47 3J tl0 OA?� Q /4 2D YO 40 60 , L.0: /"✓¢' ,, DEs'SJ6A=07 AAA.WAI: CHECKle©: 97080 Allo. ,J OAS �� dAs/k� ET�a 96-06 A5 sy�xvtil � !OP 12 1 12" 2 MIN 2 8A�5 3" MIN ALL w AROUND 2. Place WW. bolim. l� (� 1. xc wte the trent . 2 by 2•trt ! t stokes 4% 4 W 90 MAX 5 " •• BOG ' ? �/t?�� �! �h e*�� Into the gr 60° MIN Q `� , ••• .. m 4-In 110-cm) SECTaN C •C f vertical two ►* , 1,. , •, .,,,�.• r• Ain ---�....;. • s /id Vic. � �r�~"' � Oslo ...,r B MIN 3 MIN ••!° ,. A width 4*9 SECTIC3N E3--B • �.s « « .01 t ?' +� SIDEWALK WIDTH VARIES CLASS "B" _ •.. `a o , _ . ,,,,.-=�" r-rw+• . .. .•.•-��;. �; ,. ° .•',,, ��. CONCRETE a ru,L., / ,, a ""- „�,, '.'.,•-r, � '"``+ si �� er'”` ,. • .tea; � r 3. Wec*loose straw between 4. Oackfill And c nvact dla l O"'/�MIA; rl► _ • I les. 1 2 LIP • :, ri •, _ .,..,.....� 1 sxrtttvsted sail, V V •° r / RAW 6077,6 -- _. - w ,o)terD '-19R� X PAPS 5 -/*R5000, r� ,¢rr SL bale tte Staked-and sous CLASS 11 AGG. BASE _ X_BAR 1 If :tom . SEC-fl ON • Ar.°°-.A � •y' Brnding wrrs sol# 1a . ' or twin preftni n .• ,,.,; •, a,. t• n �/ol . ,, LL OI/ It,IC� S� 1 � �RyA �,. .,tett r rurwift , 1 INLET SHALL BE PAVED SCALE, RECTANGULAR CONDl1IT OR PIPE(S). �.� MAX. INLET DIAM./HEIGHT SHALL BE CURB HEIGHT MINUS 3 INCHES. IJA/o 1 �.-'I ti''AG �'. 9 1 runoff • INLET CONDUITS LARGER THAN 3" DIAM./HEIGHT MUST BE REDUCED OVfA115 1 C0 WIr ° TH A MANIFOLD OR JUNCTION BOX. A JUNCTION BOX SHALL HAVE .r -°� ACCESS/CLEANOUT. INLET TYPE'SHALL BE APPROVED BY THE CITY l o / 8 X ENGINEER. /' 1l' T. ' Ilk � Q UNDERD:RAIN SMALL NOT BE CLOSER THAN 5 Fl=Efi TO A DRIVEWAY ,a OR CURB RETURN. RECTANGULAR CAST IRON PIPE — ALHAMBRA A--470; OR APPROVED ®0•/ EQUAL. :,, . • lbl Q CAST IRON PIPE -- 3" MAX. DIAM. (6" CURB) -- 4" MAX. DIAM. ($" CURB) GALVANIZED /,a FIB.8.831 Construction of a straw bate barrier. (a) Ins op enc e. (b)Cron 5 #4 R'EBAR AT 12" O.C. • ht� section'o!r a properly installed straw bale. CONCRETE SHALL BE CLASS B i r 7 CHANNEL SLOPE SHALL BE NO LESS THAN 2% AND SHALL BE H 0 r rh K` ARev, "' &'AOS PARALLEL WITH SIDEWALK SURFACE. to MULTIPLE DRAINS SHALL HAVE 6" MIN. CLEARANCE WITH � " 2(a 9 Ott � °� 4 A MAX. OF 3 DRAINS PER 10 FEET 'OF .SIDEWALK. DRAINS �+r•, A SHALL NOT EXTEND BEYOND CURB FACE INTO GUTTER: of30.• 91 g to ��G°lea or �•�G�t2°' '''''�. ;, ,' CITY OF ATASCADERO ,. 40,. 6e. 9r• Iff-4 Z4" #3e ENGINEERING DEPARTMENTDRAWING NO. 9r gyp , s Z�3�0�19w SIDEWALK UN ERD A1N 511 X01L HE1AG O K07• fIXAIALG Are/+feeO/c �v21 ._....... .....• ��� WITH PIPES A067 >+ M W USE S' �'ow MAS - . . - � 7''��AT 5 FSC/�ll.� &�•?' WAU. �2 fM /'I . ... . , . w \ RNAI of-A ILO 110 J#I )e,4141001A1A1!;R0W. p. NYU SI�LASk- � • ° '� � • Fig. $.38 Proper placement of a sediment barrier in a swats. Points A should &LOCKr.�• a N � ..,.� Geo 7v be higher than point B.. ock '11 WALL. 21 6 TRW BALE DET A I L A �• +• �� r� rRa��'VE��1� mo. � 3Z o.c. Tff"0MP0RAr%Y P� ROSIO% N C ONTROL L 0AI&I T`UPI/� A L : W. � k; ,WOW-1 3 e� p• ,�• .� �p• �q k I" ®� ��AR®�r 2�0� `615e?. Fr 6olmsf, ,og y so/L] t/O g: ' • ^ °� I,A4 �COUC�ROr/�/� �T�e��°,A64ff �v®n�,f�® - ��. .��)WKS P. A/�6/�!Ww/a 0A1/��r�AO/L�/�O/ 7{%T /l� !/R -, (iNi,e� ���� /�//G PLAV.) 3`1 4 s,467 /R01 � 1r• f'1/' r5 d ' • . 7"c� T�9G L� 11 •• 1' Q ' • . Ctry 5To. oE? 958. 5xrg"o � 4A151 POA� o � p 1�% rn�5.f7 ?�/� 514 � J70p ro a6 �ry�) ArMly IrOW 90 WA,G$ jit,;e oll A.✓IG.. too, ll 444,4 , toxrjl - 9 16 ) a Z V A10 ALL AA IM 041MR5 ro 05CHA R Gg A7 M01tr , r 3� Ole fi 4^ - // 0 C r�� �/ .. � 4r3 Lo ;n`.Ole.- • ', ,r y • }ter.} ' e[ ,.n• r ® t d r °r vrU '`( d ,y`.�,.✓Sp'1IF'caH \ J • f/ _ ®a Za /Z Gtr L L _ o 15 l yn opEe POE -�rAA-T LUDSC,0144 �jI&E A(,(,F A/ • -x� GRAAW o�: _ __ _ _ fl oi�' ry ,GOAL G AN/.2 A�/1 eAsr Z. PL,AG A 44 YO �' COARS� I��PAU4� �i9/�t/57'�� to'RG �/�R.T: .. q C11 )1r;r all-, 644vgi� AM k Ae 5r WW1, A? 8 w0 0/r, rlW 4, '4 r)M47APAV )'� - r R�V�S/OSI-• _ _ YEA � BUILT" DRAWIN wo � DATA a,�scR/pr�dvPA/C__74 All/ r4 a$**104 1A11A16:;o e T //,,/���Y � 23�� �)rR.4 � a •• • eRAC .I. �1I 0164 E ^ am�"hrs drawing substantially representer ��. �'"' �.�`,� .r / xAC7 �� �o, ®, 111 the co feted project. CIV14 E"WMA E R 1 A I& ' ' 16 Cl r y Oe A fA 5 CA VORO CA . Eric . 001:71er ICF 3043a. . Date 9110 A rA4eA AgRO A Vg"05 At ATA;CA d 45Ro, CA 93422 Clouding Je' notes any CD C805.1466-8032 _ � � .� , .-.• � r q Z�)�7 changes, additions, or deletions to '- F C ER/ J. 60,OLE•R Rce 30+3,0 4/c. EXP 3/3/ 00 PAM the approved Improvement Plans. Pelfl&�VEO: ORAWA/ GHECKLD I J•ot3 A10. AM-6 4welger dA5; Elr& PAs 40J& 9tr -06-z '45; sjqo wv 6 ac:` /Z EX15T. l0'GONG. 6UR53 CUTTER AND 5/DEhIALK -- - -------------------------- ----- - - ---- --- - --- - --------_-= Ste' _--_------_T_-�-_--_----=_--M --_-_ =---_w=_--=---__-- - - - - - __-.-_---__--_--------___�-_ '��` ` X _--____--__---_------___ ? -_--_------__-_______-----_-_ _-____--__-_-_-__---------------_--_ J _ ----------------------------------- ----------- ---------------_______________----- __ �,� ��� � ���x ___________f�_________-_____� .- �sX � sem, '�;Pc � `?�----- E55 E5y s.',� ;r ---E55 s E55 ES E55 E55 E55 ES �� E55 E55 /N5TALL RI7 ' RI-IB 5/CN EX15T. MEDIAN-� (5EE 5HEE'T r 126+00 < 127+00 t-"' 12 +00 0 125+00 ===_==-=--- - -------- __--_ -- - '� f `� _ �� � � 129+00 tom• �m - /N5TALL CUTTER EXI5T. EP(TYP) PER 577 42/, " Y,... „ INSTALL 510ENALK RAMP _...,._,...... � Q � IN5TALL NEN 8 PER STD 420(TYF) - .�.�'AwGUT L INE l MIN. INTO � 56"EUGAL YPTU5 ONS l Y 5/0N i _ _ _ _ _ Cv �-.�X15T. 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'!"` I r .J° r r � .r'! 1 /✓ .�`' rr' r e" ,r�J f'r` r'r r'✓ ."' 1 r� ,1�� <t !.r f. r y; r'/ ,�e,.....� �fi�' �f'r !`` rr rtr}r F F} t"r'r rr r`,.^`F F` /`�r'` �r` .r'` .,''", r' .r r s r+F f ���� r' r✓ I I s` .f" r' `,.r` ',<,' r,.. t'v ,r r✓`f f`i' r r``^r"" r r �<,�' L%; C ✓ r` '.,'` .+ 'd' a rr✓` rr r'' s'}^ Jf,. v;c_y` �'� `.�`� �r sr' /f ,{ � .1;: �y Q I / ? <t%"r r`r' ! r e ''.+' F,/ l !'` 'r` f' f f tr <J f !, 'r`".' f'f .." r '/✓ ,°` r f +r�yj ,,,yt a` .r r t ',r ,✓ e'r r'�r' r ,.r' r' / ,f / f .r``r' ,/�r r^'<r r f,F,£ 'f f ,f' ,r .�'"r' a s F' < F a f:" 2✓ � ! E �, v` r"� F" J • I r �Js`"r ,r ar <^ .r rt`�l f a✓� / ,F��µ ;l''" f'r f f EXIST. /O GONG. GURB, r ,✓°/'va F � f' r` r' :' T",'` f ..r"!',. ' f /�r'F�! ,,rw ,r�<"'',r j .r'l` �!r< ," /' r+ / � ¢r`r ,^ ,r",';✓'"� ,n rr /' f ``d',rr Jpr,fr J'{ , �» /1�� � •J f ..'''r .."C4 J'r�r`F•J/f .} Jrr �,r d"aA`r C t ✓ ,✓'f j f /< «.T •f •! s`' •< rr r` 6 f (J�• /.! Fr ,� .r' f .r`'` fi r I.i ,.+.F`.d".r" ,T w' f�,r ,r ,✓`, r'``�'.f..<',, r'F 'r•.f `:� `.r .r'''✓•` ,v t'° `.<''�r r�,s` s r ,r`" ,e .T ,"^ f 1 f ,+"fr(r J' J' f ( f r�i'` F" r .7 f• 1 f .r'e >✓ � r,f,. .r r !^` i ,', r r t r a f r f` ✓` r r .^' "f f r' .l r` «/'r f { '' r ."`` f f '` !' r f s .•'r r' ! .d` .r".( P� ✓r f' r'`� r'f rf .r�UTTER AND 5/DEHALK ✓`' ��r✓<' a f" F F fr; r'rr, �` ,r' !�'` } r .� :r`, ,� r .rr.r r ;A f M ,,% 's 'µr r1`r^ ``✓` i ✓ !� 't }' �^ r .rr .f '�f r r .��" r`",r r .}`r s .✓' F" ✓ '.,t" .✓' ,r` .f r i f r' r fr`w,r. " f r`, d✓ J°` r / ,r"•r i f'.i` r' r ✓ !" > r f✓, /•✓"j J t' s f' r •Fa r. v, !' F .'.. F r" .F,e .r t ''r,'.,�" r` r,. r,+ J ,✓t r .r f s } �• `'` +s rr` f .t'f w �' 'r, r,r' `'`r s'`' t<,�^ f`�,',«,'' t•r q .,f• "J s r'''r d' ,r '',r rr r^r �r" <<`r't' r r'�F'` �y'nt`f�"" :' /� f d`l,r •t F r :' ..._�.._ .:+.• / .✓'r's,.•, F '" r'r`r e;' �r�,t,.,,':' F,rt,•!r`.s':r`.sp r ✓,t r`e!.T r_.%r�'r`,.,:`` r f rr`{r'',{ k'! 1` ,r r✓ lam' ---_..-_...-_....._-_- - _.,_ ._ <rr f r" f,✓ ,r' ✓r r' .f✓ .,I � .-`�:a �.X�•• r 1 EXI5T. GONG. _ - - __ ------- �( __s_ ____ _ adr^r. � r c r ° d"�-- #B. _e - a. a ^*"� q o� o a a TALL 51XFLEXIBLE / DT MEDIAN j __ s.' : .e' e ,,: Q '' °.>• 4 e e 4 e 4 4 e ; e A `{s .2G'' 7�AF F16 DEL INEA TOR5 PER TR, N5/TION 5/W �: 4 a , a d e • e'" e a �� ('7GSL-7N5 a TD, �4 73G t r i s 5EE.SHEET�1�`F z <EX15T. POHER POLE _/ o �GUR�3 RETURN DE'AILS /NSTALL /25 L.F. AG BERM TO REM�4/N I 5EE SHEET q EOR \ e . 'w� j 7RAN5/T/ON 5:l ../ CURB TURN D.ETA/L5 ��� � � e �e� }� x MA TGN.4G D/!�l A�'�`'ON TO INSTALL GURU, GUTTER I '" + - 5TA., 14+g7.82 B6,R u GONG. /GSIO ' �l"/OOTf� STrA`."i4+96.72 ECIR o. NLY =F TRAN5/TION 5/DEW,4LK PER 57 ? 171 17 TG=q41.45 4/8 4/9 I(� r- G 6�11>vr R � STA. 125+91 EL CAMINO REAL o I A N.T.S. _ r :_J 1 J _34i Ri bei O L'07- X---SECTION (PER CITY STD. DWG. 407) < DESIGN SPEED = 45 MPH f^ _ �,� ° N B M._. IN5TALL R-41 516N NOTE: (5EE 5HEET l/) CA +"0 5EE SHEET H FOR 5F✓'.E61F165 ON IN5TALL H-55 5/CN 5©, RIN 5/ONA6E, 5 TRIPINO 1/AR162U5 (5EE 5zHEET ll) REAL FAINTED 5YMBOL5. :414f/ORIZ l" = 2D' 42' .� FLAN VIER 12'f ,•501Y e o LQ LQ rq- vj- �- -_ -2 rr�ln 2� _ '� t � € cc�� c,.y q v �'��► N Xl T. C1�.4D 4 N PROP05ED G`L'ADE F''0 OSED C1�'ADE I z TDF' D GG' i � c� Lf X-C-�UTT Imo' I U> �! f i � V ' lt) .. _ �] --------- _ __ _ , ___ -- �.....---._... --- ---_...._ - -------� �Q� _ In �. �. � � � f {`• � � INSTALL GURB, GUTTER �' .�.r.........___._._,,.,..w,..._». 5/DEHALK PER STL� DHC. .. �( r___ =C9:. O -- -------------- -•--------- _ __- ___-_-_ C NO REAL ,� ._•._ -- -- -- -- -- --'_.._ ._._ .._.. � - ...._ ._.. - _.... .- - � .� -. - _...-. ..._ _.... _., ._._._ - ..._. -- - - ..- - - _._. -. ._._. ..._. _.._ - _.,. .- - _._ _.... ..._.._,_ _.._ ._.�.. -. _,. _.__ -- .._ ..._ ._... _._. ___.. .._ .,._ .._ .._._ --... ._.__�_____._._.»...�_._.�._�.� 127+37 E L AMI B N.T.S. _=�. _(Y X-SECTION (PER CITY STD. DWG. 407) -- -- - "`" EX/5T. 5" A5 MAIN • �1..._._,w_r._._ M...._.._,...... _.........................._..,_.,.._._,__...,._._ ._...__,._..._..,M..,,...,..._ ,.. __.__w,..._.._x.._..".�......m.,,,...._,,.._,...._,._..,..,..,.�..........»�._..._.__ _._.._.._�__......__....____,..._..�.__....,_.._.,._....�._...........».,. ..M..M._.k_..._.._M.__._......_,...,....w_,.,.._..._�.,.,_....M.....�..�__.._.,..�._.._,.__..,........_,..._... ._.....___."__._.._...._.H.M....,..,._,..,...,M_,....._.. ..._.-».,......,.v.�.,..,._,._._..._..,.w...,...�._,_,"_ ...._._....._._...___,_".._....___.....w�-�.,_. .... ,.. _..._.N.w.__..,�.,�...,......_.., w.._....�r............. ------------ DESIGN SPEED = 45 MPH EX15T. 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BY DA TE DESCR/PTI4N"AS xw BUILT' DRAWING COA4WSlTE PL" This drawing substantially represents /T('/_�r/ /T (/�/�'ryI (���/y Goal . ,� TRA c:T" 2�' ,33 rl P6�`��/LL X/Y,�U�T e completed prt�jes�t. CIVJE 1611 1-16 r �� �XTRENCH DET ...............................-- Q. 0 r' CITY OF' ATASCADERO, CA ❑ s EHO J. C� Wer KCF.3045$ Cate N T.5. M ATASCADF.1'iO AWNUEr o WA TER ,ANO C-,-7A5 OETAIL .�._ 13 F_°. AT��S�C4D�Rt�; CA. 93422 Cloueling denotes any 3117 chances, arditiono, o •deletions to OFERIC .4 OBLER, R.C.E. 30938, EXP. 3/', 195 DATE the approved Improvement Plans. Y. L-fl DESIGNED BDRA 6YN 8Y CHECKED BY.• JOB NUMBER. SCALE. SHEET h9 of /2 µ _ ........... .. ...... .. . . _. . 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L?ETA/L No. 12 1 ,�.___._.d...._. ------------- 51 121 50' F 1 M ---------- ._.___.__—_.._._.__. v • .a �+e �_ a. _� .• � e .. ` lN5Tr4LL 5/x FLEXIBLE f'05T 43 a4 e e •, a e . e a 1 TPAFF1G DEL lNEA TOR5 PER e a• :e•. ,e v •a ..4 �� •• `•. ® e a ° e .o e. .d � •' .. v (! / �J e . STOP :. a G4L—7N5 5M. .4 74.4 GLASr� l e a I pa`G -vim-' — lN5TALL STREET NAME/5TOP 516N _ 4 PER CITY 5M. 19HO. 427 7RAN5IT/ON 5:/ PAINT 5TOP, R16HT ARRON AND + ONLY Rl(9HT TURN ONL Y IN ACCORDANCE W/TH GAL TRAN5 5T9. .L kA5. A 24B, A24C $ A240. TURN ,.W.. '_.......___._�.-._........ .A...__._._..._.._ _.. 1 IN5TA�L N-55 'NOT A THRU 57�EET"5/6N /N5TALL R+41 'RIGHT TURN ONL..Y"5I�N 1 RIGHT t a F i v LOT I F-­ LOT 2"'o, NOTE: 5 TEN6IL5 V5EL? FOR PA VEMENT" MARKINC75 **4 5HAL MA T6H THE 5 TENGIL 5 U5ED B)" THE GI TY OF A TA56AI?ERO 5 TREE L?I V15 ION GONTAC,T BRIAN 5NORL7 (9 (805)46/-5023 PRIOR TO FA INTIN C ANY MARKIN65 IN THE 5 TREE T. 4®, GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET } 1 inch = 20 ft. rr rr DRAWING - _ REVISION' . lcwue cyurHIA = . BUILTNO. BY DA TE DESCRIPTION TRIM r1�,T P -This drawing eub9tantially represent � . ., the...con leted project. ECIC .l OBLER p � 10 C1 M LWGI I VEEJ WG r.esww,►aAa.sA,w►.e.ew.ws.►,aAwewA.►rAa►A,rA.►.rA � � JF-r►c J. abler r c a mate 9110 ATI, CARER® AT U ' o. � � CITY O� ATASC , CA AT.�i 91DERl' C4. 93422 x 3�3 .:- � Clouding denotes any chan es, add_j,:Wons, or deletions to. ,� �� „. 4 � '�,; ER/C ,1 GO LER, R.C.E. 30438, EXP. 3/31/96 DA the approved Improvement Plans. r �4 DESIGNED BY DRAWN BY. CHECKED BY JOB NUMBER. SCALE. SHEET. of /2 1/2" R PROPERTY LINE 6" 1-1/2" - EXPANSION JOINT �� - 2% - i/ �� FILLER MAX. „ (4) #4 CONTINUOUS DRIVEWAY'Z r' 1/2" RAD. 3/4" RAG. Ik (3) 1/2" 0 SMOOTH DOWELS A RESIDENTIAL: 12 MIN - R/W SIDEWALK, THICKNESS (T) SHALL 0.70 x C.F. RADIUS I 20' MAX. EXPANSION JOINT A BE 4" AND SHALL HAVE A 6== 12" WIDE BORDER WITH 1/4" COMMERCIAL: 16'MIN. 5' MIN. , GROOVES APPDXIMATELY + 36' MAX. PAVEMENT __ � 3/4" O BELOW. GROOVING MP SHALL � 1/2" EXPANSION 3 5 3 4'-6 MIN DE JOINT 1 BE GROOVED IN A HERRINGBONE N " � PATTERN APPROXIMATELY � STANDARD � m 16 w WIDTH TO � 2% V �ITHIS POINT .: ;; ,.;��a::°:-,. ,� /�, 41 1-1/2" O.C. m # 4 CSD 4'-0" O.C. A EXPANSION �-�. v 1p°' ,> :x�:. :.=+i�°K +�"_ .+t / Z " AMATERIALJOINTS m z 6 _�_ �/� 1/2 EXPANSION JOINT I :t.. :: �LL_Q' r CJ ' C-� A.C. TYPE "B" " '` 2 4 @ 18" O.C. 3" CLEAR APPROACH APRON c_ . STRUCTURE , , # I I o BACKFILL 'STRU,CTURE* A ; BACKFIL�C R W I .5 MAX TYPE C A.C. DIKE 3',MIN 4' MIN. 1 1 AT CURB 10 MAX � 2q I PAVEMENT WIDTH MEASURED TO THIS POINT z _:: ���� //�/ `` �\ GUTTER GUTTER FLOW LINE 6" 11--1/2" 18" NQM � NI/ STD. EXPANSION JOINT -- ---- f-112" RAD. Q EXPANSION JOINTS `� 2 12 4' MIN. n- SHALL BE PLACED USE GROOVES ON SLOPING 3" " I� AT 25' INTERVALS, PORTION OF RAMP WHEN 1 LA N 6„ 3/4 RAD. 1/4" 10 AT ENDS OF CURB RETURNS,ALL LAND LOCATED IN NS CENTER OF MAX \ 3 EACH SIDE OF DRIVE-- 2% N 3„ 1/2" RAD. WAY DEPRESSIONS. ROUNDED MAX.APLAN 6 1-3/4 THE INTERVALS _t BETWEEN EXPANSION _L 1 - 3' VARIABLE 3 " - � JOINTS SHALL VARY SEE LIP S T--4"T3' 3' 3' 3' 1/2 (6 x 18 14 DETAIL 12" RADIUS TOP OF CURB GREASED SMOOTH _ - . TO ALLOW MATCHING 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4" THICK. NIRX '`�� ---APPROACH APRON DEPRESSED CURB » DOWEL OR #4 OF JOINTS ADJACENT A.C. PAVING 12 RADIUS )- DOWEL W SLEEVE �" • 4 EXISTING IMPROVE- 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED _ 1" LIP GUTTER FLOW LINE L1 •, AT ALL EXPANSION ` r '•. STRUCTURE B CKFILL. - ,. MENTS. TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT JOINTS AND s SIDEWALK WHEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. E C TI O N A- A PROJECT SECTION ELEVATION CONSTRUCTION JOINTS. TYPE A 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS (4) #4 EQUALLY SPACED AND AT ALL INTERVALS NOT EXCEEDING 25'. 450 3" CLEAR #4 CSD 4'-0" O.C. 1/2" x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH „ THE EXPANSIVE JOINTS. 1/2 SAME AS SIDEWALK NOTE SECTI ON A-A 6" 2% (1) TYPE "A" AND "C" CURB TO BE CLASS `B' P.C.C. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-1/4- IN DEPTH AT APPROX 3/4" ON BORDER; 1" LIP 2) DIKE TO BE TYPE °B' A.C. INTERVALS NOT TO EXCEED 5. 1-1/2" ON SLOPING PORTION P.C.C. CLASS �3) STRUCTURE BACKFILL PER SECTION 19--3.06 STATE STANDARD SPECS. LIP DETAIL OF THE RAMP CURING METHOD -- 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE •, ;;; ;ti--; =, NOTES: CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO ENGINEER. 1/4" =' �' �- '�' '-`=' 1. ALL CONCRETE SHALL BE CLASS B P.C.C., MIXED AND PLACED IN ACCORDANCE 6 THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. ' WITH THE APPLICABLE SECTIONS OF THE STATE STANDARDS SPECIFICATIONS. CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. 1/4" 2. ALL FLATWORK SHALL BE 8" THICK. SLOPE BACK OF GROOVING DETAIL SECTION SIDEWALK TO GUTTER DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: DESIGNED BY: DESIGNED BY: DESIGNED BY: DESIGNED BY: S.J.S. S.J.S. S.J.S. S.J.S. S.J.S. D TE: 418 DATE: 41 9 D TE: - 42o D TE: CROSS GUTTERS 421 DRIVEWAY APPROACH 423 2 27 92 CURBS 2/27Z92 SIDEWALKS 2 27 92 SIDEWALK RAMP 2 27 92 2 27/92 WITH CONCRETE CURB & GUTTER FILE NAME: FILE NAME: FILE NAME: FILE NAME: ` AT418.D WG AT419.D WG AT420.D WG AT421.D WG AT423.D WG NOTE: OWITH NEW SEWER INSTALLATIONS: NOTE: 1 WITH NEW SEWER INSTALLATIONS: PROPERTY LINE PRECAST REINFORCED MANHOLE BASES GUTTER LIP PRECAST REINFORCED MANHOLE BASES I VARIES _ ) BACK OF CURB ®WITH EXISTING SEWER: " » I (2)WITH EXISTING SEWER: r GUTTER FLOW LINE "'iii WATERPROOF POURED IN PLACE CLASS A CONCRETE POURED IN PLACE CLASS "A" CONCRETE 1/4 _ STOPPER & MANHOLE BASE PER S.L.O. CO. STANDARDS MANHOLE BASE PER S.L.O. CO. STANDARDS CUT EXISTING ROADWAY TO PROVIDE VERTICAL 1/8 BEND (45°) BACK OF SIDEWALK SEAL7 DRAWING NO. S-3 ( SURFACES AND SQUARE CORNERS. CUT EDGES �` S S DRAWING NO. S-3 .091" 4" MIN DIA. VARIE ( 'y ��� WILL BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12" BENCH u Iss A A A A FINAL 12 ASPHALT OTHERWISE INTO UNDISTURBED � � GRADE MINIMUM 2 INCHES ROAD BED (BOTH SIDES) SIGN DETAIL 4" MIN. DIA. „ SHELF MANHOLE FRAME AND COVER TO CONFORM SHELF MATCH EXISTING. r. SEWER LATERAL ---SIDEWALK �12 PLACE 1/2"x36" SHELF WITH STANDARD DETAIL NO. 608 SHELF o°\ o- o ° o o a- a ° o- o °� o 0 0 °� o_ a °� o o ° o o ° o STEEL REBAR (?SLOPE SHELVES SLOPE SHELVES ° D / ° ° / ° / ° / ° ° ° / ° o ° /40 WYE SEWER AT END OF TO DRAIN TO DRAIN MANHOLE FRAME AND COVER 'o ° o ° a ° a ° 'o ° o ° 'o ° ,a ° MAIN VARIES .�. LATERAL TO CONFORM WITH STANDARD �" ' ° ©° ° ©° ° - o� °ti _ o o a° a ° DETAIL NO. 608 O O1i SEWER MAIN PLAN VIEW ( 1' 95% RELATIVE COMPACTION PLAN PLAN VIEW + MIN. 6' CLASS 2 © O O A CITY ENCROACHMENT PERMIT AND PROPERTY LINE 24" AGGREGATE 0 0 FRONT FRONT INSPECTION ARE REQUIRED FOR SEWER - A.C. PAVEMENT SERVICE AND INSTALLATION. A.C. PAVEMENT SEE NOTE BELOW SELECT BACKFILL FREE POST-TO-'SIGN SIGN-TO-SIGN 6" :': :."' _ '�Y-� 60� CONCRETE COLLAR CONCERNING TRENCH -'' FROM DEBRIS AND CONCRETE COLLAR INSTALL „S" 8' . 3" OR 6" RISER RING (9" MAXIMUM) 8' 3" OR 6" RISER RING (9" MAXIMUM) IN EASEMENTS. MAGNETIC DELETERIOUS MATERIAL. L-1 . zx TRACER 2" to PRECAST CONCRETE TYPICAL TAPE 24 PRECAST CONCRETE (TYPICAL) 24 ) I MANHOLE WALLS SHALL BEA MANHOLE WALLS SHALL BE A a PRECAST TYPE CONFORMING TO o PRECAST TYPE CONFORMING TO COMPACTED SAND ASTM STANDARD C478-61 T ASTM STANDARD C478-61 T 90% RELATIVE COMPACTION OR APPROVED FOR CLASS 2 REINFORCED FOR CLASS 2 REINFORCED GRANULAR MATERIAL. ASSEMBLY DETAIL CURB & GUTTER z CONCRETE PIPE. CONCRETE PIPE. o MANHOLES SHALL BE WATERTIGHT NOTE: MIN. LATERAL SIZE: � " i WYE LATERAL SHALL BE CAST IRON PIPE i0 _ 12 _°,.;_°,.;_°,.�_°,. °, •- •- 4 DIA.; MIN. SLOPE JOINTS TO BE SET IN A WATERTIGHT °,•• ..°,•• ..°.•;,.p,,. .�,;a, •�'..,o;•:°' ;%;;;,;' OR PVC PIPE ENCASED IN CONCRETE1/4 PER FOOT SEALANT APPROVED BY THE 6„ 6„ MANHOLES SHALL BE WATERTIGHT6- NO , ,., •• ,. , ,. ti %.,.. ` NOTES: z OVER THE OP OF WHEN THE COVER 1 PIPE. THAN 36"OTHERWISE / CITY ENGINEER. ` w w PLACE 1 2x36 , •',6",MIN •' r•,•`, 6" MIN •. " " w o LEAVE OUT PIPE IN CHANNEL OR PIPE � LATERAL SHALL BE SDR 35 PVC. I STEEL REBAR 45 BEND 8" MAX 8 MAX > SHALL BE PRECUT BEFORE PLACING BASE T. °•°' 1. SIGN BLADES TO BE EXTRUDED ALUMINUM, AT END OF o LEAVE OUT PIPE IN CHANNEL OR PIPE - ° , ;T-° n ••`;` 6063-T6 ALLOY, DEGREASED AND ETCHED LATERAL SHALL BE PRECUT BEFORE PLACING JOINTS TO BE SET IN A WATERTIGHT ° • • - WITH GREEN SCOTCHLITE APPLIED TO BOTH 7' MIN, Qt '' - • . - W 6" 48" 6" SEALANT APPROVED BY THE "• :• :•,:. :•':. ,•':. °.•;•, . YE BASE. ,.. 6" BELOW FL CITY ENGINEER. SURFACES. SIDEWALK INSTL. 2 STD. 2. POST--TO-SIGN BRAKET TO BE DIE-CAST, (WHERE REQUIRED) GALV. �--- PRECAST REINFORCED MANHOLE BASES 48" LATERAL CONNECTION IRON 1/8 BEND (45°) SECTION WITH INFLOW AND OUTFLOW COUPLINGS OVER 5 TO BE P.V.C. FOR DROP #360 ALLOY WITH TWO ANGLED GUSSETS PIPE EACH SIDE FOR STRENGTH. TO FIT 2-3/8" _.. INSTALL CAST IN AT ENGINEERED INVERT, ANGLE, TEE, PIPE & 90° BEND. O.D. GALV. PIPE (2"I.D.). SIGN-TO-SIGN `s WATERTIGHT SEAL AND SLOPE ELEVATIONS. A CITY ENCROACHMENT PERMIT AND BRACKET TO BE SIMILAR CONSTRUCTION » IF NOT CONNECTED 1 RADIUS Y 1 2x4 PIN SEWER MAIN 1 RAD. POURED IN PLACE INSPECTION ARE REQUIRED FOR WITH 90° AND 45° SEPARATION. / NOTES: TO BUILDING SEWER. a- o DRY PACK t » » :,.,.,.-' BROKEN OR CHIPPED RINGS AND CONES CLASS A CONCRETE TRENCHING IN PUBLIC OR COLONY 3. CAPITAL LETTERS TO BE DIE SILVER CONCRETE 1. S SHALL BE MARKED ON CURB OVER LATERAL. SHALL NOT BE USED EXCEPT BY APPROVAL 90 BEND GREATEST O.D. DIMENSION RIGHT-OF-WAYS. SCOTCHLITE, SERIES B. w. 8 MIN, 2. THE "S" SHALL BE STAMPED INTO NEW CONCRETE d OF THE ENGINEER. AT PIPE JOINTS AND SHALL BE CHISELED INTO EXISTING CONCRETE. N N o BROKEN OR CHIPPED RINGS AND CONES ` SHALL NOT BE USED EXCEPT BY 4. SCREWS FOR SECURING BRACKETS TO BE ZINC SIGN INSTALLATION 3. THE S SHALL BE NOT LESS THAN 3 HIGH, 2 WIDE - 8" MIN.--.-'-.- APPROVAL: ;' PLATED HEX SOCKET HEAD SCREWS 1/4"A/2". " " '� 8" MIN.'.', '.°,`'_'. .. '.', APPROVAL OF THE ENGINEER. AND 3/16 DEEP. °' '` RUBBER WATER STOP WITH STAINLESS NOTE: A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN ANON-ROADWAY TRENCH 4. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM STEEL BAND ATTACHED TO ALL RUBBER WATER STOP WITH STAINLESS WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT WATER SERVICE. 60" MIN. FITTINGS TO INSURE WATER TIGHTNESS. ,� 60" MIN. _� STEEL BAND ATTACHED TO ALL FITTINGS OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE. 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 24"-32", THEN �"' _ UP TO SURFACE. SECTION A-A SECTION A-A TO INSURE WATER TIGHTNESS. DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO R.A.L. . ENGINEERING DEPARTMENT DRAWING NO. V.S. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. V.S. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: DESIGNED BY: DESIGNED BY: DESIGNED BY: DESIGNED BY: S.J.S. V.S. S.J.S. S.J.S. V.S. DATE- 427 DATE: 603 DATE: TYPICAL ECCENTRIC - CONE 606 DTE: 60.7 DATE: BACKFILL REQUIREMENTS FOR 702 2 27/92 STANDARD STREET SIGN 2/27/92 SEWER LATERAL LOCATION o2 27Z92 2 27 92 TYPICAL DROP MANHOLE 02/27/92 WATER OR SEWER LINES FILE NAME: FILE NAME: FILE NAME: PRECAST CONCRETE MANHOLE FILE NAME: FILE NAME: AT427.DWG AT603.DWG AT606.DWG AT607.DWG AT702.DWG ,1� WBUI �« RAWINNG .� •-. RE�rsiaNs � IJ NO. BY DA TE DESCRIPTION DETX& SJ&wET This drawing 5ubetantially represents p J. .� TRA C T 223'' . the co feted pro,lect. u t2 9" C //��q j� pJ t i♦iiiiiiiiiiiiiiiiiiiiiiiiiiiiii♦ g,I.o 03043a CITY f� ATASCADE]?0,, '�/�iCJ. Caob[er (9 F7 t.l� BCF. 30436. bate 9NO AT DE A ATASCADERO . 93422' , Clouding denotes any , t� ", J �-3 `�r� ERIC J. GOBLER, R.C.E. 30438, EXP. 3/31/96 DA TE changes, additions, or de�etion5 to �� , the a p proved Improvement Flans. DESIGNED BY.• DRAWN BY.• CHECKED BY JOB NUMBER.- SCALE- SHEET.• /,2 A55`VAIN OF- /2