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HomeMy WebLinkAbout2001 - El Bordo and Las Lomas ...... .«...........................w.w...w...w....,-.-....»...,....,...._..,,........... w...:,-„..,v,..w...w.,« ,w,..,.».e...,ar,vr++wa,e.*w,.P.eaxm..,.»,r.wm!er....w....e+a.r...,....,..Irv..,,....,..^... .,.a....nwWwr,.a..rv..::.,.e....w uawnrv:R=m+.aa.:r•.e*u ..e.. . .. r...se.r..n...�.,wv.wn.-n.nnnn.. «............-..w,-.....«-............. _.._...r..._.._v._._.........................._._. _....._.....,«...........a.,.....................,.......»..,.... u-.«......._n.w« -- ...............,_.r..,.....r................,..... .. .,...,.....__..........._..... ..._...._. .......,...... ......_..-.__...v..-«_,.._.--..>__w.._........ .. ................„,.........r... ..,........,. ._...,....... ..............._.............„�v, ...... ...... ,_.... ...._........^....._...... .....^..,...._........ .. .. _.....�.._........w.........«wnrmamwnvrr. .�n n. . .. '4. 1 l¢ r� fisa t� z, Q Y i . . .. TTION " _ R6,Q4N5,T4,GEN RAL CONSTRUC fz3 yS � NO CONS TRUC T/ON 514,41-4 435 S rr4l ML) UJI rA40U r PL�4N5 .AND/OR 19ER '1176 ,41919RO Y,-D S Y THE C/7r ENC 11EER/NC DE'PAR77-15N7" rH C/7 r BNC71M55RINCx 051= R77 EN7 ALI- B NOr/F1,E0 AT L5457*24 H0UR5 PR/OR TO STARTING CONSTRUCT/0N. AN CON67R- UCr/ON 0ON5 UU1T140Ur APPROVED PLANS OR PRIOR NOT/FICA TION TO 7A-e CIT 'S YENGINEERING U7r�1TCClr� ��C: 0S=AR777EN7'UWI1-L 55 REJSCrEO AND WILL B5 4 T THE CONMAC7"DR'5 AND/OR OIUNSR'S TREE FRO TEC TN-0BENCHkfAr7f\ - a ?x RISK ANO 5X)=SN,'5 : . I7E 2. ALL. CONS rRUCr/ON UU0�.< SHALL CONFOJ�M TO rkE C/rY OF A 7`A6C.4DERD ANO COUNTT' I. ,ALL TREES TO BE' REMOVED (�)SHALL oB TA/N PRIOR G/TY APPROVAL. TDf-' OF THE' NORTH RIM of�X/S T/NC SF`cUF'R/47,4NHOL1�`.a T THS /Nr,�`RSrCT/ON OF SAN L Ui5 0B/5P0 S rANDA �C'D5 ,4N,a SPBC/F/C.4 r10N5 .4NL7 ,ALL UIJOR'C SH�4LL B,�' SU,�3J�GT 2 4 99ROVEO r/�'SE PR0715Cr1ON PLAN SHALL 43E 1I�'�,+�'L,�'1`SNrE0 BEFORE ANY UUOR< GAF EL BG�RDO A�'NUE AN,D LAS L 0�1A5 A YENU,�: ASSUI7FD FLS VA T/DN: a 9�56 � � g= TO r I APPROVAL OFr,�-E C17"'r 51\1CINEERINGa 0EPAR771SY7: 1`�.�4>'BSC/N. APPL/CANr'S ,4J�BOR/57"1`7'USr Pf�DY/D,�' UIJ�c'ITT�N IBJ 'IF/C,4r/DN rC? TH,� C/r�' T14A r PRDrBCT/ON F,E"NC/NCs /5 /N PLACE” PRIOR rO r/45 START CF ANY EAR7*4WOR'C RA SIS APEA RINGS: 3. 501,,.5 7S-6r$ SHALL BE DONE IN ACCORDANCE UWITH 7"Ai5 COUNTY 5r4NOAR06 AND 3. TREES UU17"14/N 20 FEE7” OF aRAD/NC OR 7'RE'NCA41N6 SHALL BF PROT�Cr,'D BY PLACE-EL 00RDO AVENUE NUr " S1=' °C/F/CA r/ON,S SACT/ONS H-351.140-? ANO fl-3.51.1404. ALL TESTS MU5 r 43�'DONE UU/rHIN 1✓� DAYS lIl OF PROTECTIVE FENC/NC AS /NOICA r,�,t�. .----�-�--~---�---�-� THE BA5/5 OF BEAR11\66 FOR rH16 PROJECT 15 TNA T L INF' 13E7"WE•EN 7"1 FOUND PR/OR TO PLACING MA rF'R/AL, r56 r/NCx R56UL r5 SHALL CLBARL Y IND/CA rB THF"L OCA r/ON 4. f�'�c'Dr,�Crl VE FSNC/NG SHALL BE FOUR FOOT Hl6k CHA/N L/NK DR SAFE?r FENCE 7*kE AND 50URCE CF MA TF"R/AL, 61-IAL MONUMENTS ON THF' NORrI4 L/NE OF )=R0, XCT AS Al 35 26'00"E, I=ER 5 P=m 41 � k FENCE 5/IALL BIS' PLACF'D A T r145 DR/PL/NB UNL566 07"!-/ER W15F' INDICA ri0 4 COMPACT 710N rE5 r5 SHALL BE,DONE ON SUBGRAOE MA rER1AL AND MA 7;E'RIAL PLACED A5 5. rR,�'NCH/Nr'. AND EXCAVATION UU/7"f-1/N T1�'L,� Dl�'l1 'L/NF"5 S,�IALL B,� DONS CARF"FULL Y TCS 14,F11 -lANN FAIRY SPECIFIED B Y THF' CI rY ENaINEER11\160 0E19AR77-151V7: SAID 7F5 rS SHALL 55 C01`9PI-575.0 Or A MINIMIZE boo 70 16 rURBANCE ANY ROO r ENCOUNMR D, 711 INCH 01AI''l,57ER OR(5REA 7`11 GAS C5RT/F/E0 5011-5 ENO/NEER AND APP 'OVER B Y rHE Cl rY EN61NE•E•R/N6 0EP4R7I*I"PR/OR SHALL BE HAND CUT AND 499ROPR/A TEL Y rREAMO ' TD rkE PLACING OF THE NEXT MATER/AL. 6. PRUNING L OUWER L 1M136 /N 714E CONS rRUCT/oN AREA 6kALL PR/DR 7*0 CONS 7177" N VICINI T Y IVA Ff MAT RIA, SHALL BE COMPACTED r0 A RELATIVE COMPACr/ON OF 9.519.0 IN THS 4CriYiriES 710 MINIMIZE DAI`'14GE: SUBGRADS � ROADUUAY PR/SM 43EMIEEN FIN161-1E0 SUBCRADE ELEVAT/ON AND ONE FOOT BELODU. ALL -- M,47SR/AL /N FILL 6EC7/0N$ eZLOUW THE ZONE M5N7I0NED AMOVE AND /N THE S/DEUWALK 9{ 65CT/ON5 SHALL BE COMPACTED TO RELATIVE COMPACT/ON. .6. A RSCi/STEREr,> C/V/L FNG/NF"F'R MUS r CZRr/FY THA r THB ll�'l'I°PROMSMENr5, lll14EN c©MPLBrED, ARE IN CONFORMANC,=' UJITH THE APPROVEO PLANS PRIOR 710 THE RSQUEST FOIA'FINAL l�'1/D•GOA ���1�/�11 CI G /2ZI�U;v h'L� j f7'ZZ, F11 10 '6•Z INSPSCT/ON. RECORD ORAUW/N66 ARE TD BE PREPARED AFr,ER CONSTRUCriON /5 C0M)=1-E7`I ,G? / 1 1., THEI C/Y/L EN61NE,E'R CE'R7lFY11\16 r/45 11-1PROVEMEN7`6 AND PREPARING THE RECORD ,ORAUWIN66 SHALL ,3E' PRESENT UUIHEN THE'FINAL IN5f9,ECT/0N I, MADE, SHEET INDEXI 7. A SA 6E F'RIM,E CDA T sEA1- OR FCS SEAL UuIL 1- BZ 4PPL lED IF D/RF"C r,�',D B Y 7145" Cl r�' LEGEND: THmmMAw7mwLAF LEGEND: ENGINEERING 27EPAR7 045Nr 51455T NG? F'X/ST/NCs. V!0 VALLE*r OAK 7" /$ QUI D 1=R/0R 7`0r/-/5155UANCE OF AN ENCROACH4M Nr 8. AN INSPECTION ACRESMFN '�" RE ONS r UGr/ON. C.,L.O. GOAS r L/V,�' OAK 1 �l Tl- 5'�'� T PERMI r AND 57447 of G R E06E OF P4 VEMENT 2 517H ,SND L,4N,���,�'F FLAN �tN - ---�-�-----T►T- L.P. L DNDON PLANE ` �--- U/4 TER MAIN C.1E: CHINESE ELM 3 C R,4DlNC ,AND ,OR4/N,4CrE F'L.4N ' 9. AN 5,,15=0R7*HAS BEEN MADE' T D DEFINE' THE L DCA TION OF UNOEROROUNO FAC/4/T/F'S U ll7I41N ,�UW 1 MAP. MAPLE 4 STREET 11"1F'ROVEI`IEN7" F'L,4N- E"1- ,�C�RDO ,�VFNCIE rA45 JOB 5/7"F'. 140WE'VER, ALL EX/5 T/NG UTX/TY AND OTHER UND,ERCROUNO 5 rRUCrURE6 MA Y NOT ,,,.,...,....,..,-. ESI OA5 MAIN CAM, CAMPHOR 5 5 TRE,ET lMF'1wc'OVFM,EN7'F'L AN- 1-,45 L OM,45 AVENUE BE 61-IODU/N ON rH/S PL AN AND rHIE/R L OCA TION UJHERS 6140Ul N l$ 499ROXI M?A TE. 711 CONS rRUC r/ON L.A. L IQUIDAMaAR 4 .......«��.. 1~7',4/N � DE'T,4/L 5 CON7R4C7"0R ACRE56 rHAT HE SHALL A66UME $OLS AND COMPLS'TE' R55PON5/BILITY FOR 556 5E'UE'R H.L. HONEY L OCUS r L OCA 7/NO OR 144 VINO L OCA TED Al-L UNDERCsROUNO UT/L/7/55 AND 0 rHF'R F4C/L/7155 AND FOR ---- C.M. GRAPE MYR r/-E ' PROrSC7'INCz THEM DURING CON57,RUCrlm r/-/f C05r of Removl/VG OW Ree OCArIA16- EX/ST/A* UT/1-/T/e5 5114,44, lie '(QIP>-� CONTOUR C 7: CxOLDENRAiN TREE' ' AXN6 6Y ME / fie 1O. ALL UTI,/TY COMPAN/E$ MUST,SE NOT/F/F"D PTO rH�R/OR START Chic' CONSTRUCT/ON. 7"111 �V�t©P�,g OGvNE,Q. P�r ,AFH FIRE HYDR.�tNr C.)=. ORNAMEN7AL PEAR h` CONS rRUG7/0N CON7'RACTOR 6kALL CON7AC7" UNDF'RORDUND SERV/CE AL,6R7' (Ul S.A.)A r L.C. I-E rLANO/ CY1= 55 1-WO-642-2444 711 TD TEN DAYS PR/OR rD 7kiE S TART OF EXCA VA r/0N AND 614ALL VERIFY POWER POLE F'UC 51L Y,FR DOLLAR 5UCA1-Y1=rU5 rH5 L OCA r/ON of ANY KNou,,N Ur/L/TIE'S ANt,, UUHErHER OR NOT A RE19RE6,�NU rI VE Com',SACH �'�V I.WA T,�R VA VTI°'l t='. l''ONr, `c', 7'PINE s C01�'IP.�NY WIL L BE PRBSfiN7 DURING F'XCA VA 7`10N. T /r /5 67UIRSD FOR ANY UU1UR'C UWIrH/N THF" I=UBL/C R/CxHT -Off'-WAY, �rA/N/NCa� WALL11. A Cl T�'F'NCROy4CHl"l,�'N PBiE'1�7 � FOR B07`H SE'UJER AND ROAD CON$rRUCT/0N AND r/Le INSP,ECT/DN CARD SHALL BE P06 Mc> ON THE JOB 51 TE PRIOR r0 THE 5 TART' OF CONS rRUCT/0N. o OAK TRE,E ($l,ZIE A$ ND rFZ7) en H GROUND CO LEGEND: 12. THE CI rY INSPECTOR, ACr/NG ON BEHALF OF THB C/TY F'NC/NEER/NCx OEPAR77'7BNT, MAY Jc;Z567bS5T REY/5/ON$ /N Tf-IE' PLANS TD SOL VE UNFORSEEN lzROBLEMS THAT MAY AR16E IN 7i4F FIELD. K6 10.6 7) SPOT,�LF'VAT/DN RIMY/S/oN5 5H,4LL BE REvIEWEO B Y rHe 056ICN EN61NE"F'R PR/OR rO IM` =L,�1`'IFNrA r/ON. r14E k43, HSA VENL Y BAI`"lBoo rp° 1NSPBC TOR MA Y ALERT 714E 714E CONTRACTOR TO 05 VIA 7"10N-5 IN Tf-I U 10R< rO CD1`9PL>''1411 r/4 THF' W e UWILD j5=KUU14E'A T PLANS TO THB 5A rISFACr/ON OF THF" IN5P,EC7" G.O. CE'ONO rH/5 • R05. RD$EMARY 13.711-1E CONS rRUC7`I CONTRACTOR SHALL MAINTAIN A CURRE'N7, COMPL,ETS, AND ACCUR?4 IIE PROPDSF'D. JAS. JASMINE a= RECORD OF ALL CHANGES WU41CH OE VIA 7E FRcM rAjE CONSTRUCT/ON A5 PR0P05,60 IN rHF$E PLANS OLE, OLEANOER AND 6PECIF/CArION5 FOR THF' PURP065 OF PRDYI,DiNG THE ENO/NEER a//r/4 A BA616 FOR RECORD P=rR, PYRACANrHA D{�AWINGS. NO CH,4NCF'S SHALL BE 1~�AD� UU/TROUT PR/OR A1919RO VAL OF 7"1 C17"r BNC/NESE R/NGS �. CURB AND C�sUTr,�R I k INDIAN HAUUrHORN OEPAR77-IENT AND THE' DESIGN ENCINE,E '. :''v RR- ROCK R05E s CONCRETE S/DEUALK A$ UPON 50/1-5 r56TS To D4'rF'R1``9/NB rkE R-VALUE OF BSC. F'SGALLON/A 14. 7116 TRUCTURAL S�c�"Cr/ON SH.�tLL �3E',U3 �D 1�' ' EX/S rlNC 5D/L AND A rRAFF/C /ND,EX 05616NA TBD 0r rH CI TY ENCINB5R/NC DF'PAR77-ISNr, TYPE' B AC B i 'l JUN. JUN/P, 'R 7:1. _ 6.D FOR BL BORDO AVENUE, 7"1 = 5.0 FOR LAS L OMA$ AVENUE 6.6 $7`R4UW5ERRY GUA VA µ CONCRETE Pa. PINF•APF'LE CoUTA VA 15, ALL FRESH CUT ANO FILL 6L 01=E5 SHALL BE PROV/DED UWI rH A METHOD OF E'R05/0N CONTROL 515 SNDUW IN SU''MF'R APPROVED BY r145 C/TY C011MUN/7"Y DEVEL OPl`'9E"Nr AN0 ENWNEEERINC 05PAR777,FNrS. AC PAYING Y:F YELLOW =LOVER 'F 'FTILITY SIGNA TURES: �� CLASS 11 ACRE`CA TE BASE VER VERBENA 176. EXI$TING UT/L/rY BOXES, PAUL r5, YAL YE' CoVER5, P01-S6, ,ETC $HAL L 43E L OCA 7`=, B Y UT/L I rY K1.C. WOOF CYIPS 09 M,66 it"WK `R T OU/ C01'�PAN/E"S PR/OR 70 CONS rRUCTION, AND RA/650 ro GxRADE OR R�"LOCAED A5 RE RE'D i8 Y APDL ICABI- UrX/rY COMPANI: ,,,,,,,,.�,.. 6IO.......••• �aNrouR S! .61,0.,6 7 SPO7',E/-EVA r/ON 3 17. IN rkE FVE'N7' THA r THE CONTRACTOR NOTICE'S IRRECWULARI 77/ES /N NE L INS OR GR 05 HE SHALL III /A 7E•A TTENT10N OF THE DE51r,iN ENl/NEER AND r/45 C/rY,ANG/NEE'R/NC ,t;EPART- FF F/N/514 �L DOR A TASGADFR© I'�UTUAL WA TFf�' Cc�1'7�',�`�NY ,�3RlNG /T TO 7"1.l ED k MEN7. IF HS FA/L$ rO DO $0, THE' CONTRACTOR SHALL SE R55P0N5/BLEI FOR ANY,ERROR /N THE 6RA05 5AU I-CUT L INE AND NECESSARY RECON67*RUC7/0N TD CORR5C7'SUCH ERROR PU E, PURL/C U 771 1 TY EA6:ENE'N7' !8. EX/a7"/NG PAYF7''�ENr 514,41-1- 43E $AUU�-CUT /N ACCORDANCE Wl rH rkE C/rY 5 rANDARDS AND SPECIF/GA 770N6 710 REVEAL A COMPETENT 5 TRUCTURAL 55CT/0N AND NEW P4 V/NC 6kALL OE JO/NEO F.L. FL DUU L/NE . `P 4C/F/G OAS AND ,6LeC 7*R1C A T rHlS P0/N r THE 5 TRUC 7"U)4Z4L SEC 7'10N SHAL L BE /NSPE'C TED B Y rkE Cl T Y ENCx/NEERINC5 7:C. TOP CURS D5PAR77*j Nr PR/OR TO THE PLACEMENT OF BASE: FART" QUAVrITIE! y 19. ANY 5URVEY MONUM5NT5 U/I THIN THE AREA DF CONS TRUCT/ON SHALL BE PRESERVED OR R5657' FL OW L INS OF DITCH , II 1111-II BY A l�:'E"G/STSRD C/Y/L ENG/N�'E1�' OR LICENSED 1-4ND SURVEYOR /N ACCORDANCE" UUIrH G/TY STANDARD ---- FH FIRE HYDRANT ?C000 C y Ctl7" Cps ' '�' S!(k'I�UKAG,�� ' 22/0 C Y A R 5H,,V1 IKAC- - DR4UW/NG 426 AND A5 R2FOUIRED BY STATE LAUD, LAND SURVEYORS AC AND SURD/V1610N MAP ACT. J ' Tp. Berm TDP CF AC BERM 254 C y CoNpA crop RLI, . 1960 C Y YRP5. EKP09;r �I�I� (�� 7'o 1,06�71 rY 7HA-r r 8A t/6 WAHIV450 20 ALL GRADING oR oTHER CONS rRUCT/oN UUDR'C' OUTS/DE CF THE R/GHr GP UUA Y SHALL NOT BE --'"" '- 1 PERM17'7E0 UU/THOU7 WRl r7,EN PEi�'lsl16610N FROI~1 r14E OFF-5/rE PROPERrY ODUNER. 7:UU TDP C RErA/NINCx WALL BCR BEGINNING OF CUR43 RETURN 4 Y��f;T4>4 T �t � ' 2t NO r)REE5 SHALL BE Rr FMOYED W1 TROUT PERI 116510N FROM THF" Cl 7r COMMUNI OE'VEIL OPMFNr 051=AR77yEN7: 6R4L; 1IN ACT/V/TY MUS T NOT FILL, EXCA VA 7"1 OR /N ANY WA Y 0/6 TURB THE.6ROUNO ECR ,END DF CURB RETURN 29743 ; U!/l rH1N F1 v5 FE`E'T CSI A MEE �- UU/V WA TE�c' VA/L VE Exp-3/ 3 /'�9 / 1 22. 7145 CoNT1 c'ACTOR AGREES THA r /N ACCORDANCE W1 7"A4 GENERALL Y ACCEPTED CONS 7RUC7'10N , PRACr/CES THE CoNTRAC7II SHALL BE REOU/RED TO A55U1*lE 501-E AND COMPLEr,E RS6,=0N6/B/L/7Y :- G ORIVEWAY 4PPRO�4CH FOR rkE CONDI r/ON OF THE JoB 5/7E DUR/NGC TH5 COURSE OF CONS rRUCr/ON FOR 7H/5 PROJECT, Y NOT ) INCLUD/NG TNF' SAFETY OF ALL PER50N5 AND P 019ERr7; AND THAT 7'14161��.'E'OU/R,�"1`9,�N7"SHALL BE' T1�'EE (51,z"E ANL) r PF AS F'Dmum MADE TO APPLY CON 7"INUOU51-Y AND NOT BE L IMI TED 7*0 NORMAL U/OWIN6 140UR5. THE CONTRACTOR • REv1510N5 ` FURTHER ACxRE'E`5 rO DEFE'ND, lMDE1�N/FY AND HOLD HARML555 rHE C/rY C=ATASC4DERD AND THE rOPOCR4PH�'' SU1�c'V,�'�; D, "51CN AND NO. BY ATE ,C7ESCJ ?1J�'T/DN oEsICIN PROFE'S$IONAL FROM ANY AND ALL L IAB/L/TY; REAL OR A1-LEOED, IN CONNE`Cr/ON U/l rH THE DRAFTING FOR THIS PROJECT DON, ' T1 TL 3HEE P51�ORMANCE Oi�'UJOR< ON THE PROJEC7, ,EXCEPT/NC L/ARIL/rY AR/5/NC FROM NEGL/CENCE B 1"•• �®Q� �y�, �1/�S iv 20 � C D 7� I � G /to _-- OF rH,E 05,51 =N 1=ROFE551ONAL. AMY OR 5,Y9ll/� CrM5 ,I M-Or6P) SHOLOER5 LAND 5URVEY5 4 ca013PLe F9110A15141P BEREAN ! 23. THE CONrRACrOR SHALL MAINTAIN rUIJO-WA Y rM14PF/C A r ALL TIMES. rRAFF/C CONTROL SHALL BE 6e05 L OS 6A r06 ROAD � ,�, ..�. IN ACCORDANCE UWITH THE' CUIRRENT CAL TRANS MANUAL FOR rRAFF/C CONTROL AND UJ01�3'C AREA A7ASCADE•RD CA 93422 c� No. 2�2�� � PARC=�L A ANLL ) B � F'ARGE� M,4F' CO 70- F't`� 41) TRAFF/C CONTROL HAND500< No 6rRE 'r OR LANE' CLO5UR,E SHALL OE PF'RM17`r5D UNLE66 ��ou,�o cov,�R Cry�� �� NOT�'d (0,0-5) 461-9113 � � � ACCEPT5/7 ,3Y: 9.325 E"1- BG��i�'Dc� AVENUIE", A7',45CnAL RO, CALIFORNIA 4N G NT Y THE C/TY EN61NEER/NG DSPARrMSN7: Exp.Date- � P1�"Y/OUSE Y A�'RANC�ED FDR D >c'A E'D ,S ` Civil 24. CONS rRUCr/0N 6)'Z405 STAKES SHALL BE 6E B Y A REG/STEREO Cl V11— ENC:INE•ER OR A L/CENSE,D �-- -- ® � IF7-ON C' 2 2 7O L/C: ,E.�t'F'. ..3/,3If9 LANI.� SUIRVE'YOR /N THE• 6 rA rE OF CAL/FORK/A. D UlLAS A. SHOLDERS F�A�- Al CARL , R E 2,5. 7Y5 c0urRACrOA11 rIYA14 ge IZ�'SP'oIV�1t3L,E FaIZ Ax/y OAM,�GE CAUSE ,fay Pv�r RSfuLr/NG CROM /-/!S 0169A770AVS. L.S. NO. 5700 L/C. SX1='. DAT • 9/30/99 _ e— — 055/6NE'D: OR,4UUN BY• CHECf�''E•D: JC B NC;? SCALE S, EE 7- F E Plls�''AU3ArLMb'Nr MOASUREf s�GH Ay ?"N V3;46 G "WA7~-CR 7XVeR45' A#W 1, /V COM71A110P 11AM4. /alb:F /f 6RAAMP OY A/0 C�'44PIA16G IM PLcCrOR.. �veg J. l c R AC , A' 1 97#3) C/7 1-/ N R.,OATS 4C�A6 OA6 - CIS" A6 . HODUJN I OF When no door GRAPHIC SCALE swings onto landing When door swings Vie; onto landing ' 20 0 10 20 40 80 360"Interval max 60""min 4 "min When door swings Plus Door width When no door swIMPings w----�--1 g onto landing landing 60" in 42 min ______4_60 mion+ .. g mp i IN FEET } 360"Interval max • 60"min ,� lus Door Width �' 360"'interval max ��,,,...�60 min 1 inch = 20 ft. ""� 1524 72"min 360"internal max 60"'min Tap platform 3 As Required 72"min Intermediate I Platform 72`°min Intermediate Level Platform Intermidiate Turning Platform �_.� rattan Level Platform ti As aequir NOTE As Required Maximum Horizontal Distances of each + Trc Jz r� � ramp and run varies. See table under A ^ JRamp With Turning Platform (:5 li'f., ! Straight Ramp Run 2-3306 NOTE: r ��,, Maximum Horizontal Distances of each ramp and run varies. See table under Z-3306 00"06 • 1 \ � Y "•"^++.+.r:,...........,,..... _..1 .,+•r, .,w._'...----..wr..•+....-.v. .y+.r..••. ^^^ y..^-,,,-•_,,....'r...---»,^_•.....r.......-_.N:..........•._..,w..._.,...r..«..,6-• .....•.�/ a,.... 07, Kt 2 ZM Cly PGA ARBA ° AQ T. I/ ` /l V c� y�+ ,. w«.. •..w«..w.r. ...w �..... www. wnr...w..�.�•.r«.wn•.....w. ..��, wr.�w++ ..+..,,+:^^.�«•:�ww - � � '+.w""'"� •�L�� �• • � t,. � �� O` L/f^" L —- 11CJLJlI��rP�"tl?S 0• UA U. ,• 1 5!c- �rve t , CGA�yR'c�M�' �, f �,,�► 1� wrjr 41 44, � 1. • ... �ami� • � ii i � ��^�i,f' 1 x �cy • ""� .^ { � r 1 4 � • r � '" ,A � ` . r, r� � �"�, i 1 pati p r AS ALL 4 A"0f6 APW&. 'x'l�rl� oi�t� _ GLIA L G ra ' — I.- I I// I '�l 1 4, P u to 0 P Z V, I kI ' (rye.) / tiv Wtq 16/4 1 AJ pN P�UIL PlN -4Z 0• ' Cj pj \ . '� AR>�A 1. 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RgruaA4 <5 � - J 9 81 r GocAT� / . ��- ., �Xi�y/•u A•G. . lc LEI .�L L OW �jiC/�3r �,' �a �" 'fW C� 3�'G.�.�--.''° �'�G 10 6tl5f�lp S/�N Tc� //� � �' � �tl Z. � 6 �I' PRU t PrP�� r-oR vrTArn��G �r c w� � PERM ro h►5 a'90 p WA 7W ®, coN Rv r 20 v ?7 r DRI VL WA y APPROACH C '�'6c% 2 METER CSrRUCr CURB 6vrr�� SAS CUT 30 REGOcAT� flF•r�E 5'/O9WALK PeA CITY,10. 410 ¢!9 '�' pER Gary Grp. 423 . ,,( .]'Ij(� (�y/I �•�/'�''/q�] `�/''�"/may] � � /v • � ' 1�'", `4`�\� #�oi A✓ore: r�� !WROOMR.4 4 S�CrloN syA c c #e 05r6RHINC`p Ar 71W r'!"F Cr C0W5;rRC1r,ri�.J „�AS5'p UPPAI X MAFFIC, /�/U � DP AW AAIP 7Y9 K -VAL 15 Oil' N6 5Vt96pl APt—,- " r /Ar rA 1 rea $0,097 0r"5W A.C. VAR/E�' PROM /.�/o 70 �/o TRANS/T/d�t!�? 611,010, Mer. srerv/= Zr5':'AClll."A0 Pik .50 -$ X 07 i`f7U, �/p G`�A A07M A11CAL 65*196 545C r101V A A (x10 5�wi4 4 ¢7./2 G. • CUaP> 4 URS/ 4 A 4 01VA 15 A V:o Va- } v V.G. Pvl 5'rQ.= /tea' tvw Cu k;,het it PV/ lit 0'YG. Pu/ ZW'Or9C� oe Ptd/ 'G= 597.3 GR.®U7= f 6.02/o �� n' ��„ m4. A116W 14 C. 6d! '-` SR /,u f3.48 /o �a. ova. v *4, N 60� � �,� � �� /o 4e r � • '� . � � � ,� 1.; p� u �► � � , 402 CX3 0 �98 _�.� � ,%� ��� �-�•��© �µ 59¢ Vj 11 \3 r/01V 45 1�rA I 11VO N� L ADIC rO A ViAVLlet wo SGA, 6) OW iF-9 V 7 C 04� CVgAl� r in y f+ k19W A.C. / 6 a r, �0¢ W l� A (004 o\k) fo[�D Q ,._._.-' 1000 N ' 17FI AVEV`4ff)`�5 NOZALE) f 9z �`kare:..r/-l8 �7/�?X-rU914 L SEC r!0AJ 5YA G L 09 vgreRM/N50 Ar �E r�M6 OP COM;rRUCP'OAR k, N eAsr,o oar A rnArFIc 1wex or A�� ryg p N it o o R- VA L UE d� 7k� Q),0G,2,4 A�. �LOP6 O' klgkl ` A.C. VA91C5 FROM I°�o 0 �cr 5710 t 3 A6111 A. 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IDRI VEWAY'"`L...�'' (3) 1/2» 0 SMOOTH DOWELS � � RESIDENTIAL- t bolted to post ,� , 12 MIN � 0.70. x C.F. RADIUS SIDEWALK, THICKNESS (T) SHALL R/W20 X. _ A BE 4" AND SHALL HAVE.A 12" WIDE BORDER WITH 1/4" COMMERCIAL: 16'MIN, -+ •• - -- x• GROOVES APPDXIMATELY 5' MIN. t -•--�-- .r6 MAX. Ce. 3/4 O.C. SEE GROOVING . 1/2" EXPANSION , f'' DETAIL BELOW. TME RAMP SHALL 4'-6" MINoo 1 JOINT W f # BE GROOVED IN A HERRINGBONE • 't AC paving or m t » STANDARD PATTERN APPROXIMATELY ' !� � 4 A 4 O.C. A EXPANSION R�ii � �• � ' t;� � .-concre#e sidewalk � - JOINTS �1/2" EXPANSION POINT MATERIAL } �•}�,x�• r"^ �+j. p 0 . . #4 0 18" 0>C, 3" CLEAR s� PP OA I A RON rr_ A I ....•-TS 2x 2x3/16 galvanize •• h r y 12.5X MAX R/ W , AT CURB 3 MIN 4' MIN, 14 1 10 MAX 7. F concrete footing - t 311 in :j• ;+ ,:::ryr ►,`„•�:;,1^�;r%,'�,•;?''}.�"•.t? «4• ... ., ..... ppi: STD. EXPANSION JOINT � � ';• w • GUTTER FLOW LINE Irn rr 4 MIN. • . !,,. � GUTTER s. �MAX 12 dia USE GROOVES ON SLOPING PORTION OF RAMP aLANWHEN � .A LOCATED IN CENTER ,OF , CURB'RETURNS .., .. �. ROUNDED 2x , + e HANDICAP PARKING «�IN .. .. ..,_ . ....,... ,.....,..._,,, MAX. SEE LIP " 3 VARIABLE 3 3' t � g 33x T 4 -MMIN 400 12". RADIUS s3 3 3 DETAIL M TDP OF CURS A.C. PAVING T�''` 1. SIDEWALKS SHALL BE CLASS B CONCRETE, A MINIMUM OF 4" THICK. •�----,,,- • 47 " h /t APPROACH APRON "" 1 -»---- 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4 IN DEPTH AND COMPACTED GJIUS 1" LIP GUTTER FLOW LINE •:':`= •'; :'•iK.; ,: : -: .'. ,,,...-- ECTION �,,,p, TO A MINIMUM OF 9OX MAXIMUM DENSITY SHALL BE PLACED UNDER THE " - PROJECT SECTION V SIDEWALK WHEN THE SUBGRADE HAS AN R--VALUE OF LESS THAN 70. 1/2 EXPANSION JOINT 1/2 EXPANSION JOINT -� RESERVED FOR �`"` 11"x 30"x 18 9a, (4) #4 EQUALLY SPACED ELEVATION, metal sign with 3" CLEAR #4 0 4'•-0" O.C. ` 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS �$ e 450 AND AT ALL INTERVALS NOT EXCEEDING 25', HANDICAPPED si Ikscreeneci image 1/2 x 18 SMOOTH, GREASED DOWELS 24 O.C. TO BE PLACED THROUGH " SAME AS SIDEWALK 1/2 THE EXPANSIVE JOINTS. SECTION A-�-A 6" 2 } 2 ' high letters - APPROX 3/4" ON BORDER; . WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1--1/4" IN DEPTH AT - -�� tt white LIP DETAIL 1 .1/2 ON SLOPING PORTION INTERVALS NOT TO EXCEED 5'« . 1 ! IP blue L OF THE RAMP I'.C.O, CESS ue back round NOTES. . . g S. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE B 'tt+• ;ti"' t.«Y•:'. w}' ,. •��ry •'y'''t .. ,1. xp 1. ALL CONCRETE SHALL BE CLASS 'B' P.C.C. MIXED AND PLACED IN ACCORDANCE . �� h' �:•r' .-,-•.•'mss: .,�, �': t•t. t ,s:ti;. 1 4" '`•`.• :r,r,,:_ ..;.4••4'� _:•.?�„•,�';,••..;,,,,.•. ••. ENGINEER. 6" 9" high symbol - WITH THE APPLICABLE SECTIONS OF THE STATE STANDARDS SPECIFICATIONS. �t,y'` w.t.•`"-j`�.,.p;M;�,,„.,:,.�:;+; r 2, ALL FLATWQRK SHALL BE 8” THICK. 1/4a white - SLOPE BACK OF GROOVING DETAIL ` SECTION SIDEWALK TO GUTTER Unauthorized vehicles not displaying distinguishing incense DRAWN BY: CITY OF ATASCADERO DRAWN Y• DRAWN— Y• �* plates or placards issued to Ill t R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L.. ` CITY CSF ATASCADERCD DRAWING NQ. R.A.L.- CITY OF ATASCADERC) C�i�"Y OF ATASC:ADE�RO ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAWING NO, DRAWING NtD, R«A,L. ENGINEERING DEPARTMENT" physically handicapped persons ICrj letters - DESIGNED BY: DESIGNE Y: (DESIGNED 6Y: fes, M will be towed away at owner's SrJ Sr S.J.S. S.-J.S. w ht#E3 �.Jr�. expense. Towed vehicles may be � � � D TE: "` " --^^--•----w-- DATE: 2 92 CROSS GUTTERS x 21 41 : DRIVEWAY APPROACH � a . reci;Qi;����srt�Luis°�Y�` �` z 2fi' sz �iC)E1iVA�.K RAMP '�"'� � 2 z� �z SIDEWALKS 2 2� 92 .�.. / C •telephoning s4s-73io. c.v.c, 22stt.s nL.E NAME: ,f FILE NAM CONCRETEGUTTER AT421.D WG AT420.D WG AT419r D WG A T423r D WGA. �----- rounded'corners , •, t . • 1/2" R. CAP SCREWS AT 16" O.C. ~- 6 --«-E 6" 6" 1�•1 2" 1 2" • EXPANSION JOINT 5 -- PARKING ENTRY SIGN 1/z" RAD:---- 3/4" RAD. FILLER ...•- 1/4" STEEL PLATE "DIAMOND PLATE" COVER 2 x 1 -6 EXPANSIO.N.•,JOINT - STEEL PLATE, 1/4" : • .... WHEEL STOP PEDESTRIAN ROUTE » THICK a E 48"--•-M-I�N-.1 � 70 SQ. INCH ! 6 A LENGTH PLATES AL ad. ACCESSIBILITY SIGN ,,. •-M , t.,, rr �_ rr PER SEC. 3107A(C) 1:12 I ` " PAVEMENT 3" 5" 3a �, .---''"� STEEL PLATES SNAIL BE 3 D x 3 4 square painted,onto � MAX. � 16 a- ,r o SLOPE 1, ;,- 8 ANIDGALVSHARP EDGES s pALL CORN ERS arking space-- x 5 •-~ WIDTH TO .` . = color: blue to �THIS POINT CURB FACE BE GROUND SMOOTH. ALL • MAX, SIDE 4' MIN. 10" t 3t1" MIN. , SLOPE tai 6" 6a° MAX, ABRADED AND DAMAGED • r • SIDE LK BACK OF SIDEWALK SURFACES SHALL BE �'.. °> painted stripes- color: white o r a COATED WITH A ZINC— WIDTH c WIDTH OF SIDEWALK 2--O RICK PAINT, AS PER s aTRUCTURE u t c� , 75--1.05 OF THE STATE d BACKFILL STRUCTURE' STANDARD SPECIFICATIONS. ">w � 60' MAX # . .. IIACKFIL,C . . N r . r t`� z, r, $ Yr STRIPES AT 45" MIN { ail � f �� 36" ON CENTE TYPE 0 A.C. [TIKE ` f TYP. PAVEMENT EMENT FLOW 4a • SYMBOL PER. P�.AN DIREC71O CURB FACE z " PAVEMENT WIDTH MEASURED TO THIS POINT w WIDTH OF SIDEWALK 12-0 SEC, 3107A(G) 'fir :f 1-1/2" �� ��, . , ,►� ;�`r'��' ��" {4 ' 6" 16" � COVER SUPPORTS GUTTER " d - 9'—Cr , t 1 2 R D. n- EXPANSION JOINTS ' . ,. .` MIN. 6 TRANSITION Irl Il�I• 6 1`RANSITION SIAll.�BE PLACED " ,s. '' 3 U' AT 25 INTERVALS, ;. DEPEND ON ANGLE 3/4" RAD. » . r '` t " E.J. N " ' --- P,C•C. FLOOR W91`H NO. 4 RAISE SIDEWALK 6 1/4 AT ENDS OF ALL -0 MIN. AT TYP. 6" 10" "`� 3 CURB RIEIURNS, AND " 2 t OVER BOX �- EACH SIDE OF DRIVE• - . BARS BOTH DIRECTIONS, ACCESSIBLE I .• •' : W " py p� r 4 .+ T om} `{" a ITA 1 DEPRESSIONS. -1 ° 'A•s A,A ®„•„•i `�• .,,...`h•ii...,.,,,•r`..,~...�.�,..��. 12" O.C. PARKING STALL •- 3 a 1/2 RAD. " .+4..► ek " 1•-3/4 THE INTERVALS 8'-0 MIN, AT VAN a 6 BETWEEN EXPANSION ACCESSIBLEGUTTER 1/2* x 18 14 - - - JOINTS VARY " 4 MIN. CLASS II � NORMAL 6" CURB FACE GREASED SMOOTH • t TO ALLOW MATCHING OF JOINTS ADJACENT AGGREGATE BASE ' PARKING STALL � •, . .. ,,. ��,� . ELEVAT101N DOWEL 4R . ,. REBAR W/SLEEVE x ° n t ,�', •• , ,• 4 EXISTING JMPROVE- AT ALL EXPANSION t° ° ` STOWCTVI E ' CKFIL.L, •t � t• MENTS> ,, , JOINTS AND ,� «, • y •� t, , � " a 1/2-x 1/4- CONT, DRILL AND COUNTER SINK FOR { DIAMOND PLATE A 1/ DIA. HOT DIP GALV, G> 3 MIN, VARIABLE CONSTRUCTION JOINTS. STEEL COVER TO MATCH 2a ALLEN HEX--SOCKET I'LLAT- ¢, » 5" DEWALK WIDTH NO. 4"bAR TInE A 1 f4" THICK CURB I-IEIGMT HEAD CAP SCREWS SINGLE PARKING STALLS AL LS DRILL AND TAP F AT 18 O.C. NO. 4 BARS 12" a.C, � 1/4 DIAMOND PLATE 4 BOLTS IN CO SEE CO DETAIL Na. 4 BAR I DETAIL "B" BOTH DIRECTIONS, i k A- $YAPAT 9 O.C.VowL `. C ° TEMPORARY VA1l1R A «ted. t " a a r w t , «i • UPR CCN C',Cl"�TRCL .t.- 2". 1 TYPE A AND C CURB TO BE CLASS B P.C.C. �'�. - i' t —_ 1/ "x 2" BARSTOCK CONT, •�. » 6" 2 DIKE TO BE TYPE `B' A.C. = ' • i• {. :; x 2 x 3/8 :"i- --,' i• : DRILL ANIS TAP FOR SCREWS ALL SIDES •.•• 3 STRUCTURE BACKFILL PER SECTION 19.3.06 STATE STANDARD SPECS. .. . --4" ACG. BASE ^sow '� CURING'' ING METHOD �• 6 � �6 i ; WELD ANSURRRIND SMOOTH } ___r�.. No. 3 BAR g No. 4 BARS A 18" O.C. R SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO 36" MAX. ON 5" WELD NCHOR TO Z " THE PROVISIONS OF SECTION 90-•7 OF THE STATE STANDARD SPECIFICATIONS. •` `� -rr �" Y �' ONE EA SIDE SEC'nON 3-1� x 3•. 1/2 x CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. 3/8 SECTION B---B AT LD ON i,2" NO. 3 BARS Citi 4" vext:ica3 faces COVE DETAIL. C. U L " x `'�" ,-• O A BY: CITY OF ATASC:ADERO DRAWN BY: CITY OF A`TASCADERO DRAWN BY: Angle First stake tciuuatd ." ,rr R.A. DRAWING 0. R.A.L. dRAWING Nd> C:.A.C. CITY OF A'i"ASCADE`.RO "~'` ^I" DESI NED BY: ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAWING NO. Previously laid l;.a?e `w -%*. ._.. . S.J • - S.J.S. - DESIGN D BY: DESIGNED BY: ' `• TE: ___w___ S.J.S. VT2?/92 509. V.27/$2 D TE; SID IDE D. E A�..K RA�> r= SIDEWALK UNDERDRAIN � CURBS �1 i i�, ,,.«.,.... .... x,w .•, i9t1 rc= crr . _ ,.--- 2 27' 92 [ - •..:� , , _ bound baluz; �- FILE NOM EN FI LE+q NAME: STEEL COVERED Y •ti • M i.: LE NAME: ,.. A 1 4i .DV r AT 1w�YtG f .` y z' 'f'•+c- •p raced an t t- .. 94 riot ROE 5/c�N� '��} .7►(+`tr r,p�• �_<< �' ._„,,� � 2 x�".'3Jg'a rS},. -.-reel j)�.:G�.}':C C''° �`: Ti/yM j/I��t/y(/��.�y(j}• ♦/.f yr ° rj;+l r�,== _ `. r- "'....... • 2" +fir i" w�4a�.;.1�.'�• � 112 r Co 2 r � ��,M� / +\�'"Y Eer° l ! 13 AAr� v� r iprrctu oE��IL EET hi01-A4 `r O Pe YS cr- ..� ORS `W � = �rrcxartrrrc ne•x rz Gr�317<" C C��" Gi�i?"cJ'S C>i4,� C% f :? moo-INl� l� 7"O G'i;a?'Ioy 7'6/,�T l l�RI/ ,�',4MlIt717 7H }7'r9'S ` � j G'�Q -93¢ZZi0. � 7�-9I � "1`l 4I� STRAW BALES SHALL BE PLACED AS SHOWN �:���, 1HPR0V6401eA)-'S POAA6 O A) ?' 15 PRO IC-C7'. rlle&-00/(,;' �= CC IF C014STRUCTION OCCURS !DURING THE RAINY SC G�f#treJt14,1�,,► f��fL��T� 7'h'E 7Rt1C Ct�,t�17 / J � �,��j 31 9q I7't1RI IN 7"fl ExP•Q 9.32,E .F',L BO ROO A/ A TA6CA. ,-)FRO `�,�l O}�' 1,� � AND EROSION AND SEDIMENTATION CONCERNS EXIST. ♦ ��� 00, ep AR 050f L n.0 'r A iim 7 i ✓C t!( L Orr- ' 0A6 .1:,>A5 GOC A6 140M . . mom s a. 4' i a ,i C%0"'N T I C T 1 N NOTES , CURVE RADIUS LENGTH DELTA A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR C1 20,00 2fl.77 59'3015 PERMITS APPROVED BY THE CITY ENGINEERING DEPARTMENT. C2 553.10' 30.68 03'7 0'41 w THE CITY ENGINEERING DEPARTMENT SHALL. BE NOTIFIED AT FEATHER OVERLAY EXIST. PAVING AS LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. ANY NECESSARY FOR SMOOTH TRANSITION CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WLL BE AT THE CONTRACTOR'S AND/OR � a� i I R/W � R/W OWNERS RISK AND EXPENSE. 30 30 B. ALL CONSTRUCTION WORK SMALL CONFORM TO THE CITY OF ATASCADERO AND COUNTY OF SAN LUIS OBISPO STAN-DARTOS AND cn z 20 10' SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THEZ , APPROVAL OF THE CITY ENGINEERING DEPARTMENT co �" U w I 8 r C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY + + 0 z ; STANDARDS AND SPECIFICATIONS SECTIONS 11--351,1403 AND 11-- ca ;0 to 0 351.14104, ALL TESTS MUST BE DONE WITHIN 15 DAYS PRIORC> 10Amp� � c► + TO PLACING MATERIAL. TESTING RESULTS SHALL CLEARLY 0 -c 0 o ¢ INDICATE THE LOCA11ON AND SOURCE OF MATERIAL. � 0 rni � ¢ 0 c ---- - '- � ^ '' SLOPE D. COMPACTION TESTS SHALL BE DONNE ON SUBGRADE MATERIAL, ANIS -< .----- +- ¢ SAW--CUT 12 MIN, INTO EXIST. WHERE _.. _ _ _. COMPLETED. ... ___ CONSTRUCT 2 cn Co cs ►� NECESSARY MATERIAL PLACED AS SPECIFIED BY TIME CITY ENGINEERING SEWER LATERALS �- . n a rk OR AS NECESSARY T4 REVEAL DEPARTMENT, SAID TESTS SHALL BE COMPLETED BY A �-''"" CO N 4j COMPETENT STRUCTURAL SECTION. ..�---� PER CITY STD. 603 cx 4 CER11FIEa SAILS ENGINEER AND APPROVED BY THE CITY "` z as h _ 00 ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF.THE NEXT ETATER .. .... ----�-- MATERIAL. ,,� v ..- ....._..._. to 0. a * 3.5" AG PAVE. MIN. OVER E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE �-�- ,,, �,� * 12" CLASS 1! ACG. BASE COMPACTION OF 95% IN THE ROADWAY PRISM BETWEEN FINISHED <v � �� E SUBGRADE ELEVATION' AND ONE FOOT BELOW. ALL MATERIAL IN CIO �-� i�+aa " " FILL SECTIONS BELOW THE ZONE MEN71ONED ABOVE AND IN �� �� s+oo �N g• -- -- -- --- AND 6 CURB 1 T3 GUTTER, SIDEWALK SECTIONS SHALL BE COMPACTED TO 9107 RELATIVE 573.10 —� _ 8 SIDEWALK PER CITY OF CtOMPACTION, � ' v RSS- '�" - �S ss- 0) �. �'' ATAS. SIDS, 418 & 419. SS - #rn n 4" MIN. SAND UNDER SIDEWALK F. A REGISTERED CIVIL ENGINEER MUST STATE THAT THE �v .... ;n � � - 6 MIN. CL. liA.B. NDER G �o �•-• �' as� �'�' � ca �v rn A,B UTTER IMPROVEMENTS, WHEN COMPLETED, ARE IN CONFORMANCE WITH ° �, j sc �0 ash �� �' Cq THE APPROVED PLANS PRIOR TO THE REQUEST OR FINAL �-- cao � to 4 cca tt3 Co . i ai INSPECTION. CORIO DRA NGS ARE �? BE PREPARED AFTER r•�, .,..� 4 RE. Cu -� n � s, Q _Lal •(s 1 ( �C !� i VIENGINEER �3 'f CONSTRUCTION S COMPLETED THE CIVIL ..� f W i a, 7 : �! Y X. N ii i-' y •, STRUCTURAL TURA U L SECTION SHALL BED DETERMINED E P TIIMPROVEMENTS ND PR G TH E O: � TE MINED Y N A R RECORD B � INSPECTING THE PREPARING E ,.:. PLACE fi AC DIKE •:�c•. .. , T i► DRAWINGS SHAD BE PRESENT WIZEN THE FINAL INSPECTION IS PER CITY OF ATAS. ' r„ '• u .�, - •< .. •:. ,.cam. .�o :t '':•_:,•;r •4=• `'a R VALUE OF NATIVE SOIL AT SUBGRADE & T I. -- 7 r+.. ''3 `>' •fa t a •Ar ; MADE. STD. 418Yj ' G. AN INSPECTION AGREEMENT IS R-E€OUIRED PRIOR TO THE EXISTING ��'�^� � •�-- -- """-"" ISSUANCE OFF AN ENCROACHMENT PERMIT AND START OF AC APRON TRAFFIC WAY SECTION ,... }-cv STA. 10+02.57•-18.9 RT CONSTRUCTION. G 6 U .! U� 2" WATER SERVICE 6" CURB, 18 GUTTER & f w JOIN EX, DRIVE APPROACH .,,. ,I H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF -�'" 0 "� R,�� M W/3 WATER METERS 7.5 S.W. PER CITY OF 852,51 FL N.T.S. UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER, 'n w cn PER AMWC SIDS. ATAS. SIDS. 4'18 � 419 rp o 0 r� � �Q- STA. 9+99.57 20 RT ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES ���,. A.C. 3 �- 0° vi STA, 9+05.53 + TRANS. CURB & GUTTER I it MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE cs SIDEWALK +� + �a ¢ r I; `,� goo ao aD r t-- � 853.83 TC TE EXISTING POLE 853.08 TC RELOCATE { f SHOWN IS ,APPROXIMATE. THE CONSTRUCTION CONTRACTOR t r PROVIDE 4 "� �' a 24" BEHIND CURB FAGS ¢ r�a AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE EXISTING �fn� -> MIN. CLEAR. , � H cr3 ..j w r-�n j-- �- MAINTAIN 4 OF RESPONSIB4LITY FOR L010ATING OR HAVING LOCATED ALL BASE ROAD FROM POLE cn a w u�m cn N 'i 1, ; � UNOBSTRUCTED WALKWAY UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. 1. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE f, START OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND UND SERVICE ALERT (U.S.A.) AT 1- 800-642-2444 -- 800--642 -2444 TWO TO TEN DAYS PRIOR TO THE START OF EXCAVATION AND SHALT.:: VERIFY THE LOCATION OF ANY KNOWN U11LITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL. BE PRESENT DURING EXCAVATION. J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION GABA SHALL BE POSTED ON TRAFFIC WAY 114E JOB SITE PRIOR TO THE START OF CONSTRUCTION. t K. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE' IN THE o zo 40 so FIELD, REVISIONS SHALL BE REVIEWED BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE 1 Inch = 20 Feet PLANS. THE CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE SATISFACTION OF THE INSPECTOR. F L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION, AS PROPOSED IN THESE PLANS t ANT? SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHATS SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER, 660 M. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE R—VALUE OF EXISTING SOIL AND A TRAFFIC f INDEX DESIGNATED BY THE CITY ENGINEERING DEPARTMENT OF N. ALT,,.. FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY ' .,..,...M.............. ..... ...... ........�..._. ._. . .._. —_----- -----_----------- ,_---- .., . .. �__,., ._, .,_.»-,_..,.... .._ _ D� ,�LOPMENT AND ENGINEERING DEPARTMENTS. ------ _ ,..____... _,.....,,,.,..,..,..,,,.».. �..,..___..w_._................................ _..�_,,.,.....__._.,v__.,..,.., ,.,,__....,_.,..,..,........_�,_....._.._........___-_-___.,_...___,.,,._...,.._..,,.,,..,, ...,,�........,.......-.,._�..... � 0. ALL UTILITY RELOCATIONS` AND/OR ALTERATIONS SHALL BE THE 2©��7� SOLE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE m ca a' m 00 ix +?lIt7A ATTENTION 10F THE DESIGN ENGINEER AND THE CITY a SITE MAGNOLIA' ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, THE ___________ _______________________r____a,_.,__._.-,..,.. M__.,__�,__,,., � ._., ,., ._..... � _kms-_____ __� _ _ _ a '� � i i CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN W 856 _, , ,... - -.,..r..,...,....,.. oo ........... . . ..._,_, ,.,__._.,._....,...."__.,, saa - -..,.,� ....,__._..,,, ,_.,,»»,»., __._._._ ....,.. ..._� .... ._.. . _. .._ ._� ._.�._,. ,.,,, .,,.,_„_.»..,..--,,., GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH © n rn ,"', ,�� 7a N i r*__ OD Li ERROR. o M n d as rnI �- o © .! N EXIST. GROUND 4 CL + Q. EXISTING PAVEMENT SMALL BE SAW CUT IN ACCORDANCE NTH � + � cn � ►n o �, � THE CITY/COUNTY STANDARDS AND SPEGIFICA IONS TO REVEAL. °D +- � �� �” �+ � A COMPETENT STRUCTURAL SECTION AND NEW PAVING SHALL BE � �' {{ �+ I oa �¢' o 04 JOINED AT THIS POINT, THE STRUCTURAL SECTION SHALL BE to I cn ._.............................M.........,......._....-_,.__._..........._-._-_. ------_---..� ..... ..._....--_-_---._...---- -_. ........ _ . _.__.. _..__... ...,,_�._-_----------_,._, ..w.......,.._.. ._-_-----•. _-_ -._-_„».......,..,.....,_...»,...,,,,..,......._.»..,_....,».,_........INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR T�3 S�O,,���► THE PLACEMENT OF BASE. __ -s�• �-` -- -- ------ _ cn R. ANY SURVEY MONUMENTS WITHIN TIME AREA OF CONSTRUCTION &�° SHALL BE PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING 428 AND AS REQUIRED BY STATE LAW, S-1. 5,9"► ` `� - g ��y ��o LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. w��� �P° .....................K.,.......».....»,...»».,...,....,.....ti...................._ ....................,,-..,....,..........TOP-f3F DIK RETURNcv 852 . ..,,....,,,»,_»I _„__, ,»_,__»._. ,,»..»..,»„_»_._._-..-».»„......„-,_».....»,...._................................ .................,..,._,.. ..,,,,..,........,..,..,................,..,..,..»._ ............,.,,, .»......................,................ ......._,.__....... ..... ...,...._,..., S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE TOP OF CURB PROFILE ,.BErx Rt0HT-OF�•-WAY SHALL NOT BE PERMITTED} WITHOUT WRITTEN PERMISSION"F'R'OM-.`W.AFM-SITE PROPERTY OWNER. 4 EXISTING FLO`�1VLINE T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM �E I CITY COMMUNITY DEVELOPMENT DEPARTMENT, GRADING ACTIVITY MUST BE IN ACCORDANCE WITH THE CITY TREE ORDINANCEN0, 214. ------------------------------------------------------------------------------------ ------,,,,-----------------------------,_.--•---------- ---------­------- -- - ---- U, THE CONTRACTOR AGREES THAT 1N ACCORDANCE YVITT-! GENIALLY . , ,.,....,_,..,,.. ._.,.,.,. ,............ ............................�_.,,..__._»...._...._.,.•._,».-.,.�-..-.,..,,,_..,.,.__..._ ......... ..... ,............... ,............ ...,.,»,.,,....__„_„_,w_,__„_,._,_.___,._,_ _„___.,.�...,.._.._...---- ,,......... ACCEPTED CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REOUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ..............»__,_..,,___._.________._..,.,...__... ._____._,�......___... __»_._„x_ --------w____-,..._ ,. �RQFESS/py 848 , , _,,,,..----------------------------- ---------------------_._..__,._,-__-_--,-,,..».-----,..---„ ,..,....._.__. -. ._ .�.....M. -----,-_.._„_.....,,,.�--,-..•.,..--�•----.-„------„..,,..--------- ----,--,----,----------_-----_----_---------------------,--.-,--.----.TO , �p �g�R NORMAL INDEMNIFY NN QL I OURS. THE NrI CONTRACTOR FURTHER AGREES �w� ,�J. SY,��� TO Y WAY PROFILE VICINITY SAP ATASGADERO AND THE DESIGN PROFESSIONAL FROM ANY A ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE � � 29743 �a PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABILITY HQ`RL 1 = 24 Exp.3/31103 N<T:�� ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL, � VERT . 1” -- 2' V. THE CONTRACTOR SHALL MAINTAIN TWO -WAY TRAFFIC AT ALL I,M...,...........»M.,.., ..,,r.,,, w,..,.�.,..,..._.,_,.,�,.�.,,....,.-.»,......... ..................-.,----,..._......m..m... ,._ _ .. w ._._ (. . _- `�'�' �I'y�� •'� TIMES. TRAFFIC CONTROL SHALL BE IN ACCORDANCE NTH THE 8+00 9+00 10+00 �4F CAS-SFO CURRENT GALTRANS MANUAL. FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR LANE FILENAME CA, '.M PP LN,DWG CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANOED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. REVISIONS W. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED STREET IMPROVEMENT PLA N NO, BY DATE DESCRIPTION CAVIL E STATE OR A OF GALIFOEN ED LAND SURVEYOR REGISTERED �0%0F �ONgC IN on 4. X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER � � � (� � � �, � � � ��`�`c,�'`��L � � � 5500 TR A F F I C r W A Y APPROVED BY THE POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. r E N G I N E E R S � PLANNERS 41 CITY OF' ATASCADERO, CA S U R V E Y O R S EXP. 3-- --96 ACCEPTED BY- 01 X23/96 364 Pacific Street CIVIL San (go Obispo, 4o�s34o1 MICHAEL F. CANNON RCE 41866 EXP 3'••-�31---96 DATE V” DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: STEVEN J. SYL E R, 29743, CITY ENGINEER DATE JRF VAA/FG/FC MFC 9500527 1 =w 20 1 0F 1 F