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HomeMy WebLinkAbout2001 - El Camino Real and San z� E L I N w��s ROAD 0ow"'AVEM"ENT U EATIO *, R — SIDE SIGN LEGEND REMOVE EXISTING "STOP" LEGENDS. ED EXISTING BION TO REMAIN b INSTALL NEW 1 POST SINN. f INSTALL'WHITE SIGNAL AHEAD" LEGEND CENTERED IN LANE AS SHOWN, ~ REMOVE EXISTING SIGN, INDICATES ONE-POST SIGN, A� FASTEN SIGN POST TO BRIDGE RAIL POST USING TWO 11211 x 8" GALVANIZED BOLTS W41 101 O i4 } 20' 40' 80' STATE R.O.W SCALE : 1" -- 40' � P R00`ADSIDE SIGN & PAVEMENT DE-LINEATION NOTES- 1. ALL PAVEMENT DELINEATION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JULY 1999, AND THE CONTRACT SPECIAL PROVISIONS. WHERE METRIC UNITS ARE USED IN THE STANDARD F SPECIFICATIONS AND PLANS, THE EQUIVALENT ENGLISH UNITS MAY BE USED. � mad ' LL REMOVE BY WET SANDBLASTING ALL EXISTING PAVEMENT MARKINGS 2 . THE CONTRACTOR SHA n WHICH CONFLICT WITH NEW WORK SHOWN ON THE PLANS. SANDBLAST AREAS FOR PAVEMENT MARKING LEGENDS AND ARROWS SHALL BE RECTANGULAR. ALL SANDBLASTED AREAS SHALL BE FOG SEALED. 3. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGN AND PAVEMENT DELINEATION WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, Ole` PAVEMENT SHALL BE MARKED IN THE 4. THE EXACT LOCATIONS OF ALL NEW ROADSIDE SIGNS AND FIELD BY THE CONTRACTOR AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. C 5. ALL PAVEMENT MARKINGS AND PAVEMENT DELINEATION OTHER THAN RAISED PAVEMENT MARKER G92 SHALL BE TWO COATS PAINT. 41 SIGN AND "SIGNAL AHEAD" PAVEMENT MARKINGS ON THE SAN RAMON 6. INSTALLATION OF THE W G2 -2 101 ROAD OVERCROSSING WILL REQUIRE A CALTRANS PERMIT. 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'2a4 Ftp-X 3z'f^Gs.R�w K+Wf vk�-tik`Fs+wv}q;`m44¢Na!n d54�Rttkagt}C95 sAM�tlN�r. � smouwmim�eeoywrtmaew,,,s��++wrv.r� mM N#A'�41[dSftv.AYS.WO mil�Y �aNMNdi'N Nd lb rt.YM a�ol»Itt'xSwR+'ly[qk.Y Y'a4•R.6q`ia':YSMN3Ynwra'h i`NJM 2'YM+b1J���B4HFtnT34 4A'av Mit fK�':0.15LR*Ma4•,Sn xU'r%a:�saapMMftY:YHA'..M12:i4+.w,qe<f[auwtt{tyN<U.W.:D MHM�Ysk cNt4C�"/+:mmdi eNh3Yk`.n.'a>Ttw.+!.AY"94 YtTt.+*+F R18(Left) ""M(Left) * sri A#'sms..ifF�3mTVCmS+.^rvyalw NxW�;+h f7iid"tvpa� STOPCD n R7 OU R1 W41 PD-1 R1 R HO/vL*F' DNS CITY OF ATASCADERO REVISIO NO. BY DATE DESCRIPTION APPROVED BY DATE PUBLIC WORKS DEPARTMENT . ROADSIDE BION AND PAVEMENT DELINEATION PLAN NOTICE! � � 01005 � p�'�EIT� o THE CONTRACTOR SHALL NOTIFY �� o � � �` � E L CAS 1 N O REAL SAN �:AM�►N ROA UNDERGROUND sERlrlC� ALERT (USA) i ��� ASSOCIATEDTRANSPORTATION E N E E ' er` '�� 0 APPROVED BY THE CITY OF ATASCADER.O Ln uo 1--8Ot�--422--413'3 = -= 100 N. Hope Avenue, Suite 4, Banta Barbara, CA 93110 - (805}687-4418 r NOT LESS THAN 2 WORKING DAYS III HO � Now 15487 z x PRIOR TO START OF CONSTRUCTION � � Exp.3-31-05 14 /0 `s'�` SteYen . I{ hCl ATE DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: 1 SIGNAND DELINEATIONONLY. fires 3-3'I-04 MKF MCP MKF 01005 1�� — 40' OF: 2 CD CD THIS ROADSIDE 15487 EXP. 3/31105 GATE 4/17/01 cA��F City Engineer R.C.E. 42350 Exp C IN IN 3 Will a e P 0"L E & Eop*'UIPMENT SCHEDULE Z/ ,- 3 Hp,S IISNS LEGEND LOCATION i STANDARDS VEH, SIG. MTC. PEC}. SIG. PPB REMARKS LOC LUMINAIRE BACK A i 06P 4P 0 TYPE SIG. M.A. L.M.A. M.A. POLE MOUNTING O ARROW FRONT 7.6m 4,6 m MAT SV-1-T SIP-1-T 4 200 W San Ramon Rd San Ramon Rd 25.0° 3.0' ❑ 0 kc/ R 19-4-12 - _ - 25.0} 3.0° i B 1-A-3.05m - - - TV-1-T SP-1-T 6 - ► 200 W El Camino Real El Camino Real 25.0} 3.0" L -1[7] -1-T } 08P 17-3-129 6.1m 4,6m MAS SV 1-T SP 6P ` ' } } 0 10° 20° 40 � �� � � _ - - TV-1-T SP-1-T 8 - - 25.0 3.0 1-A-3.05m E 19-4-129 7.6m 4,6m MAT SV-1-T SP-1-T 8 200 San Ramon Rd San Ramon Rd 11.0 3.0 SCALE : 1}' = 20' mt _ - X z - -1-T SP-1-T 2 -, .. - 11.0 3,0 - TV CB I � F 1-A- .05m r Ino Real EI Camino Real 11,0} 3,0" PHASE D G 17-3-129 6.1 m 4.6m MAS SV-1-T SP-1-T 2 200 W El Cam 6 mss' ' TV-1-T 11.0 IRr��� rrl� SDN�� L ...,...�' /� SP-1-T 4 - - � tp N t ' ' � 7 H 1-A 3.05m �I C h General Note 5, Banco with Y� ; \ 1 : C After locating standard per dimensions noted above, ensure comp � 1 } LED. See Special Provisions. _ ��� `��..� �� � `; Red vehicle indications and Portland Orange Dont Walk symbols shall be p ,, ` 6 ti 04 R,, V! �� D �.�.�����t��, CCS CB 06P/ 08 06P 8 - � il � 2 g 6 . LEGEND , 4 "✓ w _ a � � � �w �_.._�- t j 4 £ '�"�,w,.w.N µv,+uzw.=.x;. ,, ,w.xw»w«...nx;a.r,;m.w,n.„s�arT.a,,,rar.+r,:'<..xs:;.awnmrrvF«-r.,�rcw::a:wrw.ew.«.r�e.zawa::ecaeaae...w.•max^wmaxe.a•mauvwrw„mry:.ar�+•,zaw,.:m .�.mww+wwuruea •.mzru.-xvss:ew+,• Nawrarzcross External Conductors P Pale _.�a.._� CKT BKR Circuit Breaker Tie Point w � .�� �� I � A Ampere Conductor or Bus " �° 6 Conductor Coil V Volts � UM Unmetered - Contactor, Contacts PNO �:L � , REAL ' x 6J2L SN Solid Neutral Contactor, Contacts PNC . .. w � � NT a Norman Oen PNO Blocks 06 . NOTES: {FOR SERVICE EQUIPME } PNO Pole y p PNC Pole Normally Closed 7 , SERVICE EQUIPMENT SHALL CONFORM �...,_�._�......�.�.......�...,�.,�._. �...�,... � � � �. � � .....«.�...��.....w_ _ �...,_.w_...��..._,�.....�._....�._..._ VOLTAGE RATINGS OF .�._�._�. _�_._ r...�__ �_���.�___w...�__wry.� =�.���: _._....�.._�.�.�.�.T.ri..__v�..�•_. _ .,. °_ .. � � Pyo , x . . V. EQUIPMENT LEGEND m���.���.:,,., ,� p.u ��. .:� .�� ;,wrw>tt�«� �,�� z� .� �z.:ay.���r. . ((''�� ('���'''yy ���• ...�1 V U l.t � �� � ����,r•�'r'^"�.rsawar.»ssvxr�r�rur�:��e.: �rra�•N�«w«acwxe..,.vrzvus*:�arrsm. .;r<ew,r.-,«sw•. +lss a;u.�:cr.�,.,s.aa��,•,,,us;uzxw.w•�-..u��;,,,�•r rzx«a�nu�•m'a�«..w«^ mwar+;�.n:.,>2vaw.,s.�•,w.vx�a.sM1u aa,aa,.e:�w.+� >:.,..•�a,w.x..,«:; s�r TO THE SERVICE VOLTAGES INDICATED ON THE PLANS. TYPE III-SF SERVICE �12tI24t� } O EXISTING RAISED MEDIAN +OQ a 11+00 ITEM NAME PLATE ---- -COMPONENT B ' EXISTING RAISED MEDIAN PLANS ALL SERVICE DESCRIPTION 2. UNLESS OTHERWISE INDICATED ON THE } N0. EQUIPMENT ITEMS SHALL BE PROVIDED FOR EACH SERVICE _tt. ... ... .•_ .� ��_ __._._w__ __.m .... . _ __. _,..m_ __ _...,wm. 1 Neutral Lug c ICU __._ .. _µ._• 'MX ► N ES-2C. EQUIPMENT ENCLOSURE AS SHOWN ON STANDARD PLAN Landing Lug �� � a � 2 .��` >s�wn.0 ,aurvroxxs�+�nvrxi�N� / m. � x .cre,ravaw.w...rmwwnvu-ar«<w'a�rnu.�wn>acvwxvu t "-' 2 � eE i_� ;�,;,y,,romv.<^•�'z""'.kw.eav'�n+z a�+u^r/e<,wrnea.•nV+�M°^M^""wnr.+'r+ ` ww.amemo+.z.ncmv+wa.'.m*�.w..�mm+vrannawwuw;nxm +rreeaa r:+>ra.usa,�wr,�aw.xr�.uw.ear✓.aewice;,wsw�.a.'rs..essuw.�ac«ervwcws»+ow�vw�mrv,.mwsuef<>»:mn; .rw.:wwovuwrswn.aw�u..:.»cu�ew:wv:*.w...�ana:*nw+t�sw>aat. +� „'wuw>rr+>o�'w � •u.�r �-ntKaa'�-.re�sms+as.'aarw.de.+Rsnr,:x.mwv..-rrv+::..�rw .unc:,+*awar*+•n Test Bypass Facilities w . pp . DIMENSIONS OF SERVICE EQUIPMENT ENCLOSURES SHALL Meter Socket and Support ' 3 } i 4 MEET THE REQUIREMENTS OF THE SERVING UTILITY. Terminal Blocks � � �" � ...-�,�-...�.,....�.......,.�_,..»..v.�.m.._. m"".«' ...»:,....._..,.,.�,_._................._.,,,�,__.�...-.�.�....,««"`""Nor" _.,.,..,..._....."N"""..«,.""", ...�..-.....�«>«`" ."« -,..._....,.....-,�,....�....._ .y,,...».a., ....�,",....-.-,.,.........„..,...o.,.....,...._. ...a4...-.,. Solid Neutral Lug CB ..._._. p. ,gym y � .=q ....,'.<««.«....��,.:.�...�..«.,:«.,...,.,.Mdox,a+.�•«>"N.,�«�«„..�,.wv...•� ,.,W....,«,.�,,,t » i �"'1 > & �����^ s � .�^x '..�..s�, mra�vs ,,�;•a:.wa�rmcs.+,�<s..a;w `�r' ...aov.:. - 0.f ,i ,�rv,,,<:rmrm -e�r ;r:„ ... -.�.-...•... a< <� '� $ tetra"" w.,...-.....,. ...,>„>«.�. �....�,,.,«'..*..,•„«M. >..a.4�«cr,U mxrr,r. .na. iu «ae,aaaax?xi- Ai/round LM .Y. xvaaNi .dYw`+*:cra'9YauuxrcruaoPtxtio-:aW.a&Y.W�'. 'ittti+.NYVA�",✓ea«h'K^Hak:F'• ^b -++J+FnmM..h',•Ar*tttr3F.+S'✓e�! atw.cin}%atidrsm;,+Sft.d:P d.*.ro'bRo•:SnaN'rC»G^s+r%FavnYa+sWwrvv+u'^":ytY/+,: SfNaA+Ff:Mdmas:wsa� .tiee.sN2r.. :N6 mSv.d"w2/wne:.b .n+.+'IAM.51rY. @# .r 0`_' ' . ( �j 3 /'� �u�4 � X.Wt•.c%w?�d".-,e„{�'acs��»'✓aMta(k-m4MM-rR e*N�k'aKvn's55t;W#eir9�raw%s fir'`•'� - ' 1 4 Ground Rad 15A. 120V. 1 P CKT BKRSpare 664--- 9 H Qf2F', 4 _., __ m._ ,_w ... 90 24 V. 2P CKT BKR Matn Breaker O2P M „rv. 4 A YrRyo`J.Y',dY#- E ,. .+.^. (irw"'�, '.arryuue#A'E"„arse^:wF�'G'?.sxw.es=.x'Mi�.�N+• SSA. 0 -« 8 Mx`x - 'ww xp.tlW.pJfi.anA:m✓.!?.zvCde'A'A `"`.,:_... F,'}�`-"^.... Single-phase _�...._,� SN �, � �� �/Y ry 1201240V. 11 120V. 1 P CKT BKR Hi hway Lighting > �. . secondary 30A. 9 ° ° 4M m_ _ ey�.lP�Yli <.+'n uuc#m^�e.tt'+N.(!}'��.1J4gM`.'kj�/r�uw/;Jev(4 FN�;4Y waP 5'S Mzm»:xvt�Y.WUNN :s+ M-q... nw.+w- - TM.w.» «•• s wire service12 by 12 60A, 120V, 'I P CKT BKR Signals .__ _ � ��w�.. _�_�_.__ _��_____m � �w. ____... _._w__.__�__._.��..� _ ..�► � - � M ._ utile 11 5 Gx � , 13 30A. 120V. 1 P CKT BKR Spare 14 20A. 120V. 1 P CKT BKR IISNS Lighting 2 1 ___ K7, _._� co � 6 2 15 A. 120V. 1 P CKT BKR Lighting Control 3 3 15 UM M16 Photo Electric Unit CB 4 R a CB 16 17 15A. 1 P Test Switch Lighting Test Switch � 7 �. 1a 30A. 2PNO MercuryContactor i '� 00 SN - SN G ; Service s } f , i � Cabinet AND CONDUCTOR 60'x 70' Si nal ConstructionCONDUIT SCHEDULE 10 17 9 � � � 6 i 5 and Maintenance Easement o I CONDUIT RUN AND SIDE ' Auto �r, a) SN PHASE 2 A I& fl 1. S L1 } Test �- 120 V. Highway LightinglNoTALLATIUNAWG i.C} 4r 2}} 3ff 3ff 3N 3}} 3}} 3}f 4 2-3}' 2ff 2}} Spare�. �.. 120 V. IISNS Lighting _ � CABLE CONDUIT N E N E N N E N N N N Spare 120 V. Signals �.�_. �.. a 1 INSTALL MODEL 170E CONTROLLER ASSEMBLY IN MODEL 332 CABINET, FOUNDATION CONDUCTOR N N N N N N N N N N N AND PAD SHALL CONFORM TO STANDARD PLAN ES-3C. a t 14 E i � SIGNAL 13 12 INSTALL TYPE Ill-BF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PHOTOELECTRIC v'p°° TS 1 1 1 1 1 1 ' 2 2 06 CIRCUITS CONTROL. FOUNDATION SHALL CONFORM TO STANDARD PLAN ES-2E. EQUIPMENT SERVICE EQUIPMENT DETAILAND WIRING SHALL CONFORM TO SERVICE DETAIL THIS SHEET. SEE SPECIAL #12 IISNS 2 2 2 2 2 2 �' �' N , #10 LUMINAIRES 2 2 2 2 2 2 4 4 PROVISIONS. #6 SIGNAL POWER 2 2 F3_1POWER SOURCE AT PG&E TRANSFORMER PAD. #2 (a) SERVICE 3 4 INSTALL TYPE A INTERNALLY ILLUMINATED STREET NAME SIGN (IISNS) ON SIGNAL 02 DETECTOR 2 2 DETAIL STD. PLAN ES-70. LEGEND SHALL BE « AST ARM. SIGN SHALL CONFORM TO ,} 2 2 2 2 GENERAL SK030" NOAL NOTES AS NOTED ON POLE AND EQUIPMENT SCHEDULE. ��` iZ�6 2 2 2 2 2 2 F CALIFORNIA DEPARTMENT OF TRANSPORTATION INSTALL 241 9 x 24°" R34 ON SIGNAL MAST ARM. MOUNTING SHALL CONFORM TO }} 2 2 2 2 1. ALL SIGNAL AND LIGHTING WORD SHALL CONFORM TO THE STATE 0 ACCOMPANYING THIS STANDARD PLAN ES-7N. DLC G'3 STANDARD SPECIFICATINS AND STANDARD PLANS DATED JULY 1999, AND THE SPECIAL PROVISIONS A TOTAL DLG 2 2 4 4 2 2 8 8 PLAN. WHERE METRIC UNITS ARE GIVEN, THEIR ENGLISH EQUIVALENT MAY BE USED. 6 INSTALL 1-WAY OPTICAL DETECTOR FOR EMERGENCY VEHICLE PREEMPTION. FPDCIPREEMPT 1 1 2 2 2 1 3 3 2, ALL EQUIPMENT AND MATERIALS REQUIRED FOR THIS PROJECT SHALL BE FURNISHED BY THE CONTRACTOR. EMERGENCY VEHICLE PREEMPTION. (a) Service conduit and conductors shall conform to utility requirements. INSTALL -WAY OPTICAL DETECTOR. FOR N Denotes new conduit,or conductors to be furnished and installed, 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING LIGHTING CIRCUITS DURING CONSTRUCTION. E Denotes existing conduit to be reused in place. 8 ARRANGE WITH UTILITY FOR REMOVAL OF STREET' LIGHT UPON ENERGISING SIGNAL. The Contractor shall verify all existing conduit sizes. See General Signal Nates&Special Provisions. CONDUCTORS REQUIRED BY THE NATIONAL ELECTRICAL CODE AND BY THE STANDARD NOTI�'S 4. BONDING AND GROUNDING CONDU HALL ENSURE THAT THE ENTIRE THE CONTRACTOR SHALL NOTIFY SPECIFICATIONS ARE NOT SHOWN ON CONDUCTOR SCHEDULES, THE CONTRACTOR S SPECIFICATIONS AND THE UNDERGROUND SERVICE ALERT (USA) SIGNAL AND LIGHTING SYSTEM IS BONDED AND GROUNDED AS REQUIRED BY THE STANDARD SP --X00--42 --4 x,33 cv NOT LESS THAN 2 WORKING DAYS M CU CODE. PRIOR TO START OF CONSTRUCTION E-1 TIONS OF ALL ELECTRICAL EQUIPMENT TO BE INSTALLED BY THE CONTRACTOR SHALL BE APPROVED BY THE _j 5, THE LOCA ENGINEER PRIOR TO CONSTRUCTION. CENTERLINE OF STANDARDS AND SHALL BE 5.0" BACK OF CURB. 6. THE APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES AND OTHER FACILITIES SHOWN ON THIS PCu N ARE TAKEN REVISIONS CITY OFATASCADE ► N{�, BY DATE DESCRIPTION APPROVED BY DATE CL .�, FROM UTILITY COMPANY AND CITY RECORDS. NO WARRANTY IS MADE REGARDING THE LOCATION OF UNDERGROUND PUBLIC WORKS DEPARTMENT UTILITIES. IT SHALL BE THE CONTRACTOR°S SOLE RESPONSIBILITY TO DETERMINE THE LOCATIONS OF ALL UNDERGROUND U TRAFFIC SIGNAL AND LIGHTING PLAN UTILITIES PRIOR TO CONSTRUCTION, 01005 �t�,,, K�ITH1 , U' 7. ALL FOUNDATIONS FOR EQUIPMENT SHALL BE HAND DUG, AMINO REAL & SAN RAMON ROAD TRANSPORTATION G I E ��° '� .. HE CITY of ATASCADERO C L TATE C) TRACTOR SHALL Staite 4 Sang Barbara, CA 33110 - (SO5)BS7--44'1 B APPROVED BY T OWNS } B EXISTING IRRIGATION PIPES OR CONDUITS, THE CONTRA 1 pts N. Hope Avenge, , CD 8. WHERE CONTRACTOR'S OPERATIONS ®ISTUR E '�' ---- RESTORE THE IRRIGATION SYSTEM TO THE SATISFACTIO NOF THE ENGINEER. No.15487 Exp.3`31-f#5 ° ATE DESIGNED BY; DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: ' ry_ ' s�Arfi C t V t v ��� Steven G. Kahn �� -- ' or: �-- 0 Expires 3-31-04 M KF M K M!° F 01005 1 -- 20 2 G7 LIGHTING L r�' R.C.E. `15487 EXP. 3/31105 DATE _,4117101 0� cr��-�F City Engineer R.C.E. p _ - T` L N ACC T1111 11 1,111110 wals. 11111 11111 I'M If",111 111 11 11111 film �` _ _ � D RECORD DRAWINGS A- CP Cannon Associates o THESE DRANGS H INFORMATI MOWN CH IN PART HAS BEEN PROVIDED BY OTHERS, NO WARRANTY IS ADE OR MP AS TO ACCURACY OF THIS INFORMATION. INDEPENDENT VERWICA116N S LD D R TO URE USE. JOHNErA EN 11EN RCE 33760 ATE EXPI -30-02 € s INSTALL 6' CHAIN LINK , / FENCE ALONG BACK OF RETAINING WALL TO g� ESSQ °` I SATISFACTION OF THE CITY ENGINEER. LEVEL BACKFILL. VAL CLR r 033760 E COMPACTED SITE cS'l clV11 \0Q' f } ���,` ` ° �' 8 CMU SPLIT-FACED IH-111.;rfOR IMPORTED d,, " f . WALL w/ #6 VERT.OF M—W BACKFILL, PER -� !' + -� BARS AT 16 oc AND r :,? SOILS REPORT. HIZ. BARS AT ,,,,.,.✓"' ,�,..,,„,».... ..f .^„""4•• <m ,s j ) p } ; i .✓`° ,✓`T �'`,,..... "�" DRAIN ROCK OR FREE- �. 0 DRAINING SOIL 1'-p" i MIN., PER SOILS REPORT, Ap r ! " {(p qq$g i 0 12 CMU SPLIT—FACED FACED i• ~� w.,...- _...-..M»,..'." 'rv ,,,.r^ ,�o+� n p ref g p�� .t i,,`�, WALL wj fi YG,RTo mid j 'f 64 i 1 � / w 6 2BARS AT 16"oc AND #5 wT Y� r J f✓ .. // °0 t�R.~ HORIZ.. BARS AT 21-000C. 16" CMU SPLIT-FACED WALL w/ i ,#6 VERT. BARS AT 8 oc AND ,#5 ON HORIZ. BARS AT 20-0,00C. 2'_®" 3" CL Z 1 ,: / ca F` A F 8" CMU SPLIT--FACED WALL w/ #5 w .° a, c' + --' ,- �f 1tERT BARS AT 1 fi"cam AND 4 a" __ �i � ",`� � � I� � _. ._.. .�._"... .�_�.��.. ..�� � � �...�.�. �.. _�_ - �` � �' � HORIZ. BARS AT 1fi oc. w�.uai CY) �, �.-• SIDEWALK t p� �g J lo,f ,a �= COMPACTED SAND. rn D , �a Z { i CURB PER CITY OF ATASCADERO r O STANDARD CURB DETAILS f OD Id „.�,..,,w... ,e,. •• .,w-.,...•,.e.,.. .,., •^.-.,...,.e. � vv. '+v.r„^ Mq 4 f'e' \�, � reM.�°� .J � s � , p� 3" CLR. S, Typ. OD 2 0 WEEP HOLE 0 7 0+ 3 0 PERFORATED DRAIN PIPE 0+720 0WRAPED IN FILTER FABRIC AND EMBEDDED IN 12 DRAIN ROCK, v+8ao DRAIN TO LOC. PER PLAN. 2.0 .. " .. ' (E) FOOLING CONC. FT'G. w/ #6 BARS AT N " 0+ ' �- s 16"oc EACH WAY AT BOTTOM. 840 - c7 CONTRACTOR TO LOWER o 0+880 �° µ '',. - FOOTING AS NECESSARY c ..••""""' „� -' - - 1+0 Oa is FTG. DOWEL AT 8" oC TO _ - TO AVO#D CC�iFUCT WITH — — - + CURB LOCATION M WALL REINF. EMBED µ` j � •� 1'-8" INT® CONC. FTG. DRILL AND DOWEL WALL5 BAR CONTINUOUS.AT.. ` * °°.'"""" �. HILT1 HIT HY150 EPDXY REINF INTO (E) FTG. w j 1'..-p"�, $owlAND 6" MIN. EMBED. ' 0 #6 T. BAR AT 16"oc " ERE'—FOOTING ENCROACHES r VERF FOR KEY REINF. EXTEND VER PROPERTY LINE (STA. u _r„_„__..... 2--O INTO BLOCK 0+747 TO STA. 0+775), EXTEN OF W �.... e ". .�. •�° .�.�. �- ,, �......,. ��� '.,�' ---� ABOVE. INSTALL WALL AND FOOTING S#DEW l �` --- - ___-- " 4 " .. -- PER DETAIL A ON THIS SHIT. ::z - 1 74 ERE FOOTI G ENCROACHES �c `�.� �A�h` e OVER PROPS TY LINE (STA, � b 0+870 TO S A. 0+895), `` EXTEND PERFORATEDY INSTALL WA AND FOOTING " .--WALL.DRAINJO. DI... s^� » CMU ' (`'R DETAIL ON THIS SHT0 . w '°� - " �" / /� 1 �-0 RETAININGWALL W. U. FOOTING, 0 �2.s a — _, - _., � �� -._, I -- SCALE: 1/2"=1'-O* 1 4 .. .. / .. ,/2488 .. 1.500 . 0+800, 0+840 0+880 0+`730 +760 0+790 NOTES ------------------- x INSTALL 0900..P.V C.. WATER.MAIN..PER. MANUFACTURER'S. SPECS.-.&- TAS. WC SPECS.. INSTALL 150mm (6») CURB AND 450mm (18") GUTTER PER CITY of ATASCADERO STD: 418 (TYPE A).. Y { � 4 I l s I < .� i s r � f f _.. .,._,.,__. __, ._._.._ _____w_,__,_._._..__.__ __..__M.. ,m._...,_ __._,_..._, __.._M _. ,.._-___, .._ _. w 2 INSTALL P.V.0 SANITARY SEWER PER MANUFACTURERS SPECS. & CITY OF RTAS. STD. 702 & 703. y � e ___.,�.�, ..,...,.. hr _... .._...__._..._� . _ INSTALL..TYPE..G3 DRAINAGE, INLET PER CALTRANS STD.. PLAN. D73.. ?„ 1 j 4 ...: 's l INSTALL SANITARY SEWER MANHOLE PER CITY �" ATASCADERO STD. fi06 & 608. x j • _ __ ? � . i.. , _.. ,;_ . _ _.__,_ ._ __ - 21 . INSTALL...SIDEWALKS. PER CITY OF ATASCADERO.SLD... 419.. �CISTIN' GRO IND ALONG i�All 4. INSTALL DRAINAGE INLET PER CALTRANS D73 (TYPE G3). INSTALL SIDEWALK RAMPS PER CITY OP ATASCADERO STD. 420. i -H , eo d. II k I I II I f 5 INSTALL JOINT UTILITY TRENCH PER CITY OF ATASCADERO STD. 703. CONTRACTOR TO COORDINATE GAS INSTALLATION WITH SO. CAL. GAS PRIOR TO CONSTRUCTION. 251 N 251 :251 251 REMOVE & REPLACE POWER POLES PER P.G.&E. PLANS. 4 INSTALL 3" CONDUIT W PULL ROPE AND No. 3 PULL BOX. INSTALL PER CALTRANS STANDARD PLANS 0 i ? N - ' € ' t s s o'. AND SPECIFICATIONS. (Ftp FUTURE SIGNALIZED INTERSECTION) N EXISTING GROUND ALON WALL; a rn7 INSTALL FIBER OPTIC CABLE PER PACIFIC BELL DESIGN. __. r. ( " ( " INSTALL FIRE HYDRANT (fi ) PER ATASCADERO MUTUAL WATER COMPANY (AMWC) STANDARDS. INSTALL APPROX. 1 m 4 A.G. OVER 255mm 10 CLASS 11 AGG. BASE. ACTUAL STRUCTURAL SECTION TO BE DETERMINED BASED ON R-VALUE TAKEN AT SUBGRADE AND A T.I. = 7.0 w € TOP OF ALL tYP r � � CAM NO REAL � N t ; f 26 INSTALL STREET LIGHT. To BE DESIGNED BY P.G&E--SEE P.G.&E PLANS F ..H ..D.�.. ...._,,.•.��.�_..__.w. :...,_.__..� ...._... ..�. ......,.,.�..._��,. ...,.. {..._ ....,_,. �..._ ILEO, WH ( ) CENTERLINE ; , ,._�,� OR•EQUAL TO THE SECTION REMfl WHICH EVER IS GREATER " 9 INSTALL CENTERLINE STRIPING PER CALTRANS STD. PLAN A20A DETAIL 2. C N N , ,t INSTALL DRAINAGE INLET PER CALTRANS D74A (TYPE GT4) OR D74B (TYPE GDO). } _ _ fjOP FOOTING ?`I(P `= INSTALL "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D AND STOP BAR PER A24E. INSTALL DOWN DRAIN PIPE PER CALTRANS D87A 300mmDIA. (TYPE 1). a I I I ------------- z ' INSTALL 305mm (12") THERMOPLASTIC CROSSWALK STRIPES, 3.05m (10') O.C.249 49 249 INSTALL 150mm (fi") CURB AND 450mm (18") GUTTER PER CALTRANS STD. PLAN A87, DETAIL A2-150. I 1 t.C) s f y 1 i 4 i s s I INSTALL BIKE LANE MARKING PER CALTRANS STD. PLAN A20D, DETAIL 39. 3C INSTALL CHANNELIZING LINE PER CALTRANS STD. A20D, DETAIL 38. INSTALL LANE LINES PER CALTRANS STD. A20C, DETAIL 378. 31 INSTALL NO PASSING ZONES PER CALTRANS STD. A20A, DETAIL 22. 0 'so j "..__ _. ..,, ..,, __ , u w. _.,..._.. ,__.,._, ., ",___. I , s x I - -~ INSTALL THERMOPLASTIC TYPE VII ARROW PER CALTRANS STD. PLAN A24A I = 14 INSTALL LEFT EDGELINES PER CALTRANS STD. A20B, DETAIL 25. jj' (LEFT OR RIGHT AS APPROPRIATE). f 2 S j i ! f s S r I _ a i ' GENERAL CONTRA TC1R 1'03 DIVA FOG TING STEP a „w_•W_.�___._ ._..,_..,.__...,,-. ..__.._._,.__..,,._..�.,..,�.,.�_.....,_,_� .,�..�.� w ti ; r , __,.. _.,.., _�... INSTALL THERMOPLASTIC TYPE IV R OR L ARROW PER CALTRANS STD. PLAN A24A. INSTALL MEDIAN ISLANDS PER CALTRANS STD. A208DETAIL 29. ¢ i E� CAM 0 REAL FIN SHIED 1,GRAD CENTERLINE I i TOGA t ( ) ( ) 3 C FC�RI� TO�µWAt1.. j ? (ALSO SEE FOOTI G STEW DEVIL) INSTALL THERMOPLASTIC TYPE 1 (S.05) ARROW PER CALTRANS STD PLAN A24A SED OF PROPERLY REGRADE TO SL400TH 247 24 247 .,, > z� 247 CONTOURS AND HYDROSEED SEE MIX DE SHEET C3 01 I cn THERMOPLASTIC RIGHT LY" PER STD. LAN A24D 8c A24E. INSTALL TURN ON P INSTALL THERMOPLASTIC "LEFT TURN ONLY" PER STD. PLAN A24D & A24E. 0 1 INSTALL 150mm ( ) CURB PER CITY OF ATASCADERO S 418 (TYPE yam) / s 1 4 $ i ; € f ) RQF TD LII'" V R GAINING- L FE °- ENEI tL Co TR�CI OR TQ CO INA FOO.04 SEF P. 4 r_ A __ _,. _.. v, tFITAININAO' WALL F'"IFILES LOCATIONS T CONFORM TOW DE IL, SHEET 03.07. � LSC E; s ­,­­ ____ AL 0 t ALSO IBES F OTIPLG- STEP f�ETAI . __._.,._ _._.___.. ...._ __.____. mM.. _ __..____ __._" _.____,��._,�v___ �._..._, __,v�___a..__ .._.___.u_ �_.._._, _a.r_,.w __�_�,_. _.___�. �._�. -� -_� RIZ. :500 ORIZ.11:500, '` _ f ' _ T. :50 AND 1 PLAN ° VERT. 1 1:.50.j N N WALIL OFILE s f N IS N0. BY DATE DESCRIPTION U / 245 2'TAL 4'5 245 245 Eamon TR 07/24 RETAINING WALL REVISIONS U ASSOC 0 A T..E. S. JM 10/30- RETAINING WALL REVISIONS SAN ON AND E CAM1jrN­Or ® 00ura N cri ®) •; N d4 a> d� to r; 0 C � N � . E N G I N E E R CITY OF ATASCADERO, A p N N N N PLANNERS .a rn. / SURVEYORS 0) 0+800 0+84.0, 0+880 0+730 0+760 0#+790 ACCEPTED BY: 01/06/00 07 364 Pacific Street j, San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE •© (805) 544-7407 DESIGNED BY: DRAWN BY- CHECKED BY: JOB NUMBER SCALE: SHEET: STEVEN J. SYLVESTER,. RCE. 2.9743,. CITY ENGINEER DATE. LRB LAR JRF 990533 1.500 C3.05-A GFA No. 990341 CA/FILENAME HD-C3.05.DWG a® r.r.� }tie,, >,.-` f as`+>.,ti .�v �9 # I � n'us a ,F•"' s v b Fl SEE DETAIL ABOVE RIGHT ✓ RT N °} <". ® 1 ✓I r'" !\.,..i, � M1`~,�{ Y "w " ./` ."" ,• :,�� M....,. '"',w.,. w.. •.,-„ � ` .. w� r f+ a pryapSANTA CRUZ ROAD .• °.r „ '.^,,, .,.`` ., "', „ -w.- , ROAD 2 ♦ t C"� '/ r ✓s' I .. A.. w 4 ti i ,., r CLOSED ® t /-'''' I � „; .,.. �``° j' ` � I • ` . ,. v DEL NO ROAD ® SAN RAMM ROAD --'' ✓ 4 e y{ � �° ° OVERCROMG AT HW 101 CLOSEDer' [�� `� f, �51t � yt AHEAD. USE DEL 0 t RIO ROAD ✓/ �--' , / CL1 SAN RAMON ROIA3 ■ / M1 4' '4 � t31 �.i S fr a�'r f OVERCIZOM AT C5 ° Hely 101 CIO D AHEAD.USE DEI. LT RIO ROAD t •' /.- ® a , "C5 q x '� 3 y `e `i, €i `i It �SAN RAMON ROAD OVER(RE1MG AT C5 HWY 101 CASED AHEAD. USE DEL , RIO ROAD ® ® C3 ROAD CLOSED EONLY] / a,t e , LOCAL TRAM TRAFFIC CONTROL NOTES C5 LT e t \ { L1\ INSTALL TYPE Ill BARRICADE PER CALTRANS MANUAL OF TRAFFIC CONTROL ROAD 1 1996 REVISION1), SEC. 5�-05.6F REMOVE DURING NON CONSTRUCTION HOURS J `� I / / .� CONSTRUC ,....nF, dr' ^~ g 5 AHEAD 4s'x48' 1 1 TR AFFI C C0N ROL L ' r I gi \ INSTALL SIGN ON MINI STAND SERIES MS--2000X PORTABLE t / 1 o SIGN POST PER SIGN UP CORP., OR EQUAL. ALL CONSTRUCTION 1 -- " RELATED SIGNS TO BE REMOVED DURING NON CONSTRUCTION rr, # 1 . . ® \ / HOURS, EXCEPT FOR C18R, C13 & R16B SIGNS, WHICH SHALL f.. } t REMAIN IN PLACE FOR THE DURATION OF PROJECT. ;' a 017 DIRECTION OF TRAFFIC FLOW. / RXXX REGULATORY SIGN DESIGNATION PER CALTRANS TRAFFIC MANUAL. ` t ` 1✓ ( S ff t2 I vc N OTES. °♦ a00\\\° 1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF TEMPORARY OR PERMANENT DELINEATION PRIOR TO OPENING THE TRAVELED WAY TO PUBLIC TRAFFIC. FLAGGING 48'x48'C18 ' PERSONAL MAY BE REQUIRED TO ACCOMPLISH THIS. 2. THE CONTRACTOR WILL NOTIFY CITY OF ATASCADERO POLICE DISPATCH A MINIMUM OF t ♦ ° FIVE WORKING DAYS PRIOR TO ANY ROAD CLOSURE. SANTA C0!L ROAD t ®♦ \ b ® 3. THE CONTRACTOR WILL INSTALL ANY ADDITIONAL SIGNAGE THAT MAY BE REQUIRED BY s THE CITY ENGINEER. ° ,s£ f;4' ROAD CLOSED C3 ♦ �,o DEL IRO ROAD i �. C3A RDA�Dy�CLOSED TO WA 4_j 450 FT AHEAD t \ ®® °e SAN RAMON ROAD LOCAL TRAFFIC ONLY eV j ♦ ` OVERCROSSING AT HMIY 101 CLOSED ® AHEAD USE� .e ♦ e RIO ROAD IJ ROAD CLOSURE AHEAD o ♦ C3 � � aF t i r ♦ ROAD CWED AIEIID f LOCAL TRAFFtO ONLY '` _Al t 48'x48" .- - t A RO p _---- 1 a LT ry� ��y g� ® ® \ lz- 0 10 20 NUJ 40 IJV p 1 . 1000 a 5 r /® e § A \ s e ® o o SAN ROAD OVEG AT / 1 w Hw 101 am d o � l \ ° ` AHEAD. USE DEL , a ROAD CASED AHEAD ® ® RIOROAD C3 755 FT AHEAD •. ®` LOCAL TRAFFIC ONLY \�100 0 00 w RTSAN RAMON ROAD v/ C5 OVERCROSSING AT © `e Hlln 101 CLOSED 0 20 40 60 80 100 I oe ` i \ LT AHEAD.USE DEL IR ROAD } © e e ® ®e•° • 0 �QROFESSj� 1 2000 ` \ � r ` `\ °• ° � °` tt��C' ,FAC �`9c' DETauR ,�, �� k,y I CD SAN RA�;IpN ROAD OH:R{tOSSdG AT o m: Na. C33760 , � ` � HNY 101 CUED . o ` _-�_ m ___ C7 ° /� ° e Exp. 6/30/02 F DID-1 SAN RADON ROAD} DETOUR ��,/ \ ®® ®`` ` °° � OVfl. &CAT,OLLO ROAD C5 ® e (�" �� I \ ° TRAM USE ,. ` ® , CAV � ` ` \ DEL NO TO LT � � �e \ Q.CAI�tdO RAIL. / �� 'o � ,® ° 5 ° R E V I S 1 0 N S TRAFFIC CONTROL PN0. BY DATE DESCRIPTION armon IMPROVEMENT PLANS 3/ a SAN RAMON ROAD °` `�� ®/ �� ® A � � � � � Q � � � dt CARRIZZO ROAD °� e r SAN RAMON ROAD ®° 1RAITIC USE LT `e �°' EAT CUED AHEAD. o E N G I N E E R S 0 \ ELaA o TO �° ,''� o as I T O ATA A D E R O, CA THRU Pt. ANNERS j e° e° �✓� a SURVEYORS ° ,° Ac Y: - 01/06/00 / 364 Pacific Street ' San Luis Obispo, CA 93401 JOHN R. KE r TIE , R.C.E. 3376 EXP. 6-30-02 DATE C7 (805) 544-7407 ry DESIGNED DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: % e e ' ®® �► STEV VESTER, RCE 29743, CITY ENGINE TE LRB LAR JRF 990533 1:2000 03.06 GFA No. 990341 CA/FILENAME HD—C3.06.DWG SUPERSEDED BY SHEET: C3.06A 40 GENERAL NOTES N-0001 CONCRETE MASONRY REINFORCING STEEL, ALT.-CONTINUE TOP OF TYP.' (WHERE OCCURS) FTG. & TOP REINF. LEVEL 1. ALL CONSTRUC11ON SHALL COMPLY NTH THE 1997 EDITION OF THE 1. CONCRETE SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH PER NOTE 1. HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT (105 TO 125 PCF) 1. ALL REINFORCING STEEL SHALL BE DEFORMED INTERMEDIATE GRADE BARS CONFORMING THE UNIFORM BUILDING CODE (UBC), UBC STANDARDS, UBC ADOPTED 2 AT 28 DAYS IN ACCORDANCE NTH ASTM C31 AND C39. TESTING SHALL BE IN LOAD BEARING x8xl6 NOMINAL SIZE GRADE N TYPE 1 IN ACCORDANCE WITH THE FOLLOWNG: STANDARDS, AND UBC RECOGNIZED STANDARDS. (NOTE: ALL UBC ACCORDANCE NTH UBC SECTION 1905.6. SAMPLES FOR STRENGTH TESTS OF EACH REQUIREMENTS OF THE 1997 UBC AND ASTM STANDARD C90. SEE ALSO UBC RECOGNIZED STANDARDS AS APPLICABLE ARE REQUIRED FOR THIS CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN BY THE OWNER'S TESTING NO. 4 BARS AND SMALLER...................ASTM A615, GRADE 40 SAME AS Ti TOP PROJECT.) STANDARD 21-4. LABORATORY NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150 NO. 5 BARS AND LARGER.....................ASTM A615, GRADE 60 REINF. OF FTG. 2. CONSTRUCTION METHODS AND PROJECT SAFETY- THE CONSTRUCTION CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET 2. MASONRY COMPRESSIVE STRENGTH SHALL BE fm 1500 PSI, MINIMUM. REINFORCING STEEL TO BE WELDED......ASTM A760, GRADE 40 DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT OF SURFACE AREA FOR SLABS AND WALLS. PROVIDE A MINIMUM OF 5 STRENGTH WELDED WIRE FABRIC.............................ASTM A185 SAME AS TYP. BOTTOM INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. TESTS FOR EACH CLASS OF CONCRETE. 3. MORTAR SHALL BE TYPE M OR TYPE S PER UBC SECTION 2103 AND UBC OF FOOTING REINF. SLOPE WHERE REQUIRE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN STANDARD 21 -15. AGGREGATE SHALL BE PER ASTM C144. PROVIDE TESTS PER 2. REINFORCING STEEL SHALL NOT BE WELDED, UNLESS SPECIFICALLY NOTED OTHERWISE. 2. CONCRETE SHALL CONFORM TO THE FOLLOWING: 2" CL.R. BY SOIL CONDITION AND INSURE THE INTEGRITY OF THE STRUCTURE DURING UBC STANDARD 21-16. UTILIZE PORTLAND CEMENT PER ASTM C150 AND LIME PER CONSTRUCTION. NEITHER THE OWNER NOR ARCHITECT/ENGINEER WILL UBC STANDARDS ONLY FOR CEMENTITIOUS MATERIALS FOR MORTAR. 3. WELDING OF REINFORCING STEEL (MERE SPECIFICALLY NOTED OR DETAILED) SHALL CONFORM TO UBC 3"CLR. DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING CLASS ALL OTHERS 4. GROUT SHALL BE PER UBC SECTION 2103 AND UBC STANDARD 21-19. GROUT '(TYP. U.N.O.) < SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR 4. PROVIDE WELDING PROCEDURE AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE WELDED. VERT. REINF. SPACERS, ENFORCE SAFETY MEASURES OR REGULATIONS. CONTRACTOR SHALL CONCRETE FOOTINGS AND STANDARD NO. 19-28 AND AWS D1.4-79, USING LOW HYDROGEN ELECTRODES. NQTE CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. HEALTH STANDARDS. LAWS AND REGULATIONS. MAXIMUM 1 1/2" AGGREGATE SHALL BE PER ASTM C404. CONSOLIDATE GROUT PER UBC SECTION ENGINEER SHALL APPROVE WELDING PROCEDURE, WELDER QUALIFICATIONS AND MILL TEST REPORTS TIESO STIRRUPS, ETC. AGGREGATE SIZE 2104.6.2. PROVIDE TESTS PER UBC STANDARD 21-18. U11LIZE PORTLAND CEMENT PRIOR TO EXECUTION OF WELDING. PROVIDE INSPECTION PER UBC CHAPTER 17 AND SECTION 1928.12. NOT SHOWN FOR CLARITY 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR PER ASTM C150 AND LIME PER UBC STANDARDS ONLY FOR CEMENTITIOUS MATERIALS SIMILAR CONSTRUCTION SHOWN ON THESE DRAWINGS. MINIMUM SACKS 4.5 FOR GROUT. SLUMP SHALL BE 8" MIN. AND 10" MAX. 5. TO HOLD REINFORCING BARS IN THEIR TRUE POSITION AND PREVENT DISPLACEMENT, STANDARD TIE 2*-6*p 2 CEMENT PER YARD AND ANCHORAGE DEVICES MUST BE PROVIDED. PLACING OF REINFORCEMENT SHALL CONFORM TO 4. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND MAXIMUM WATER/ 0.58 5. USE OPEN END UNITS WHERE VERTICAL REINFORCEMENT OCCURS. USE BOND BEAM UBC SEC11ON 1907.5. TYPICAL STEP FOOTING DETAIL SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE CEMENT RATIO OR LINTEL UNITS MERE HORIZONTAL REINFORCEMENT OCCURS. CALLED TO THE ATTENTION OF THE ARCHITECT AND BE RESOLVED 6. SHOP DRAWINGS FOR FABRICATION OF ANY REINFORCING STEEL SHALL BE SUBMITTED TO THE rA BEFORE PROCEEDING WITH THE WORK. SLUMP 3.5-±1/2- 6. ALL CELLS SHALL BE GROUTED SOLID. ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY FABRICATION. NTS 0003 5. NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE 28 DAY COMPRESSIVE 2500 PSI 7. UNITS SHALL BE LAID IN RUNNING (COMMON) BOND. 7. REFER TO CONCRETE AND CONCRETE BLOCK NOTES FOR MINIMUM SPLICE LENGTH AND MINIMUM PENETRATED UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT IN STRENGTH RADIUS OF BEND, OF REINFORCING. 2 ADVANCE OR SHOWN ON THESE DRAWINGS. 8. ALL MASONRY SHALL BE INSTALLED UTILIZING LOW-LIFT GROUTED CONSTRUCTION. 8. 8* CMU SPLIT-FACED 6. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE 3. PROVIDE 6% ENTRAINED AIR BY VOLUME NTH ADMIXTURE PER ASTM C260 FOR SITES SPLICING OF BARS SHALL HAVE MINIMUM LAP PER DETAIL C/Sl.l IN ALL CASES, UNLESS DIMENSIONED 11 OR FLATTER DRAWINGS. ABOVE 1500 FEET IN ELEVATION. 9. SPLICE VERTICAL REINFORCEMENT NEAR FLOOR LINES OR AS SHOWN ON THE OTHERWISE ON DETAILS. WIRE BARS TOGETHER AT LAPS AND SPLICES. STAGGER SPLICES IN WALL w/ #4 VERT. COMPACTED SITE DRAWINGS, ONLY. CENTER VERTICAL REINFORCEMENT IN WALLS UNLESS NOTED ADJACENT HORIZONTAL AND SLOPING REINFORCING BARS A MINIMUM OF THE REQUIRED SPLICE BARS AT 21-o"oc AND OR IMPORTED OTHERWISE. DOWELL ALL VERTICAL REINFORCEMENT TO SUPPORTING- MEMBERS WITH LENGTH. #4 HORIZ. BARS AT BACKFILL, PER 7. WERE THESE GENERAL NOTES AND THE TYPICAL DETAILS ARE IN 4. ALL CONCRETE SHALL BE CONSOLIDATED BY MECHANICAL VIBRATORS. CLR SOILS REPORT. CONFLICT NTH THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SAME SIZE REINFORCEMENT, TYP. 2"-O"oc. TYPICAL DETAILS SHALL GOVERN. 5. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF 1997 UBC AND ACI 9. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 10. MASONRY REINFORCEMENT SHALL COMPLY WITH CONCRETE REINFORCEMENT NOTES, INSTALL 6' CHAIN L114K FENCE ALONG STANDARD 318, LATEST REVISION, OF THE AMERICAN CONCRETE INSTITUTE, UNLESS A."i BACK OF RETAINING WALL TO 8. PROVIDE OPENINGS, CURBS, BLOCKING, FRAMING AND/OR SUPPORTS UNLESS NOTED OTHERWISE. 10. FABRICATION, ERECTION AND PLACEMENT OF REINFORCING STEEL SHALL CONFORM TO CONCRETE SHOWN OR NOTED OTHERWISE ON THESE DRAWINGS. FOR ITEMS INDICATED ON ARCHITECTURAL, MECHANICAL, ELECMCAL, REINFORCING STEEL INSTITUTE OF STANDARD PRACTICE. :5"ATISFACTION OF THE VrY ENCANEER. OTHER DRAWINGS OR SPECIFICATIONS INCLUDED IN CONSTRUCTION 11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH THE REQUIREMENTS OF THE 6. AGGREGATE SHALL CONFORM TO ASTM C33. DOCUMENTS. 1997 UBC, UBC STANDARDS, UBC ADOPTED STANDARDS, AND UBC RECOGNIZED 11. LAP ALL ORE MESH TWO MODULES OR 12" MINIMUM, WHICHEVER IS GREATER. I"."-.� $6 w 7. CEMENT SHALL BE ASTM Cl 50, TYPE I OR TYPE 11. STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THESE < 9. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND OTHER DOCUMENTS AND BECOME FAMILIAR WITH THE MATERIALS AND METHODS PROVISIONS 2 12. REINFORCING STEEL SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. 1 IN INFORMATION NOT SPECIFICALLY SHOWN ON STRUCTURAL DRAWINGS. -0" V) 8. REINFORCING STEEL SHALL BE DEFORMED CONFORMING TO ASTM A615 GRADE 60 CONTAINED THEREIN. 10. ALL ELEVATIONS ARE REFERENCED FROM TOP OF FINISH GROUND UNLESS OTHERWISE NOTED. CLEAR DISTANCE BETWEEN PARALLEL REINFORCEMENT 13. SPACING OF BARS SHALL BE CONSIDERED AS MAXIMUM SPACING. i iE' SHALL NOT BE LESS THAN 2 TIMES THE NOMINAL DIAMETER OF THE REINFORCEMENT, 12. PROVIDE SPECIAL INSPEC11ON FOR ALL MASONRY CONSTRUCTION IN ACCORDANCE 3" CLR. DRAIN ROCK OR FREE WITH UBC SECCIION 1701. PROVIDE QUALITY CONTROL PER UBC SECTION 2105. TYP. DRAINING SOIL, V-0" MIN. OR 1-1/3 TIMES MAXIMUM SIZE AGGREGATE, NOR LESS THAN 1-1/2 INSURE COMPLIANCE NTH SPECIFIED COMPRESSIVE STRENGTH IN ACCORDANCE NTH 11. PROVIDE INSPECTIONS IN ACCORDANCE NTH UBC SECTION 108. PER SOILS REPORT. FOUNDATIONS UBC SECTION 2105.3. DESIGN IS BASED ON FULL ALLOWABLE STRESS. TI 9. WELDED ORE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185. 12. OWNER SHALL EMPLOY SPECIAL INSPECTORS TO PROVIDE TESTS AND 2"0 WEEP HOLE 13. ALL BOLTS SHALL BE GROUTED IN PLACE WITH AT LEAST 1 INCH OF GROUT BET 1 FOUNDA11ON SOIL STRATA IS NATIVE SOIL OR ENGINEERED FILL AS PER THE PROJECT INSPECTIONS IN ACCORDANCE WITH UBC CHAPTER 17 FOR 10. WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY WHERE INDICATED ON WEEN Ar AT 4'-O"oc, TYP. THEFOLLOWING ITEMS: THE DRAWINGS AND SHALL BE IN COMPLIANCE WITH ALL REQUIREMENTS OF THE UBC THE BOLT AND THE MASONRY. BOLTS SHALL BE HEADED OR HOOKED PER UBC SOILS REPORT #1567.1 BY GEOTECHNICAL PROFESSIONALS INC. DATED SEPTEMBER 9. 1999. SECTION 2106.2.14. FOUNDATIONS SHALL BEAR ON FIRM FOUNDATION SOIL STRATA, AS APPROVED BY 0 A. PLACEMENT OF CONCRETE, AND DURING TAKING OF TEST AND THE STRUCTURAL WELDING CODE - REINFORCING STEEL, AWS D 1.4, LATEST THE GEOTECHNICAL ENGINEER. SPECIMENS REVISION, OF THE AMERICAN WELDING SOCIETY (UBC, STANDARD 19-1). PROVIDE B. PLACEMENT OF CONCRETE REINFORCEMENT. WELDING PROCEDURE AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE 14. BEFORE BLOCK IS PLACED ON CONCRETE, THOROUGHLY CLEAN CONCRETE OF ALL ""-�CONC FIG. w/ #5 BARS C. BOLTS INSTALLED IN CONCRETE, INCLUDING EXPANSION OR WELDED. DESIGN ENGINEER SHALL APPROVE WELDING PROCEDURES AND MILL TEST LAITANCE AND ALL LOOSE MATERIAL ROUGHEN AS IN A CONCRETE CONSTRUCTION 2. THE ELEVATIONS OF BOTTOMS OF FOUNDATIONS AS SHOWN ON THESE DRAWINGS AT 2'-O"oc EA. WAY, EPDXY ANCHORS. REPORTS PRIOR TO EXECUTION OF WELDING. JOINT. INDICATE THE ESTIMATED MINIMUM FOUNDATION DEPTHS. MID-DEPTH. D. ALL STRUCTURAL WELDING. (INCLUIDNG WELDING OF 15.CONCRETE BLOCK MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED 3. FOUNDATIONS ARE DESIGNED FOR A MAXIMUM DEAD PLUS LIVE LOAD T REINFORCING STEEL, METAL DECK & LIGHT GAGE FRAMING.) 11. COVERAGE FOR REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE VERTICAL CONTINUITY OF THE CELLS. ALL HEAD AND END JOINTS SHALL BE SOLIDLY ALLOWABLE SOIL BEARING PRESSURE OF 3000 PSF. "_��TG. DOWEL AT 2'-O"0C To E. INSTALLA71ON OF HIGH-STRENGTH BOLTS. REQUIREMENTS OF THE UBC AND ACI STANDARD 318 UNLESS SHOWN OTHERWISE ON FILLED WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT MATCH WALL REINF. F. ALL STRUCTURAL MASONRY. THE DRAWINGS. NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL 4. BOTTOMS OF FOOTINGS SHALL EXTEND A MINIMUM OF 2'-On BELOW LOWEST G. INSTALLATION OF PILING, DRILLED PIERS AND CAISSONS. BE PROVIDED BY LAPPING SUCCESSIVE COURSES OR BY EQUIVALENT MECHANICAL ADJACENTGRADE. 2*-80# H. MOMENT RESISTING STEEL AND CONCRETE FRAMES. 12. LAP SPLICES FOR REINFORCING BARS SHALL BE PER THE REINFORCING SPLICE ANCHORAGE. 1. SPRAY APPLIED FIREPROOFING. SCHEDULE ON THESE DRAWINGS OR 24" MINIMUM UNLESS SHOWN OTHERWISE ON THE 5. THE BOTTOM OF ALL FOOTINGS SHALL BE LEVEL. CHANGES IN F007ING ELEVATIONS J. NAILING INSPECTION FOR ALL ROOF AND FLOOR PLYWOOD DRAWINGS. WIRE BARS TOGETHER AT LAPS OR SPLICES. STAGGER LAPS IN 16. VERTICAL CELLS SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR SHALL BE MADE U11LIZING THE TYPICAL FOOTING STEP DETAIL ON THESE DRAWINGS. SHEATHING NOTED ON THE DRAWINGS. ADJACENT HORIZONTAL OR SLOPING REINFORCING BARS A MINIMUM OF THE REQUIRED K. NAILING INSPECTION FOR ALL WALLS NOTED ON THE PLYWOOD SPLICE LENGTH. HOOKS SHAH BE UBC STANDARD HOOKS UNLESS SHOWN UNOBSTRUCTED CONTINUOUS VERTICAL CELL MEASURING NOT LESS THAN 2" X 3". C 4 CMU RETAINING WALL_ w/ 2: 1 SLOPE SHEAR WALL SCHEDULE. OTHERWISE. WELDED WIRE FABRIC SHALL BE SPLICED BY LAPPING A MINIMUM OF 12 6. CENTER FOOTINGS UNDER WALLS OR COLUMNS UNLESS OTHERWISE INDICATED ON 0wo INCHES OR TWO CROSS WIRES, WHICHEVER IS GREATER. 17.CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOMS OF ALL CELLS TO BE THESE DRAWINGS. SCALE: 1/2"=l'-0" 1/24XP THE SPECIAL INSPECTOR SHALL PROVIDE INSPECTION REPORTS TO THE FILLED AT EACH LIFT OR POUR OF GROUT WHERE SUCH LIFT OR POUR OF GROUT IS OWNER, ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. IT IN EXCESS OF 5'-0" IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER 7. DEWATER FOOTING AND BUILDING EXCAVATIONS AS REQUIRED TO MAINTAIN DRY IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO 13. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ASTM C94 AND ACI STANDARD OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM INSIDE OF SUCH CELLS. THE WORKING COND11IONS. INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST 304. CLEAN OUTS SHALL BE SEALED AFTER INSPECTION AND BEFORE GROUTING. 2 24 HOURS PRIOR TO PERFORMING ANY WORK THAT REQUIRES MECHANICALLY VIBRATE ALL GROUT POURS. 8. AVOID FOOTING PENETRATIONS AND TRENCHING NEAR FOOTINGS. WHERE 2" OR FLATTER SPECIAL INSPECTION. 14. ALL EMBEDDED ITEMS SHALL BE PLACED ACCURATELY AND SECURED PRIOR JO UNAVOIDABLE, CONFORM TO PIPE AND TRENCH DETAIL ON THESE SHEETS. CLRt-' BEGINNING CONCRETE PLACEMENT. STABBING OF ANCHOR BOLTS INTO WET 18. VERTICAL REINFORCING SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INSTALL 6' CHAIN LINK FENCE ALONG 13. DIMENSIONS AND ELEVATIONS SHOWN ARE APPROXIMATE AND ARE CONCRETE IS NOT ALLOWED. INTERVALS NOT TO EXCEED 192 BAR DIAMETERS. 9. PROTECT ALL STEEL COLUMNS, BASE PLATES, ANCHOR BOLTS, EMBEDMENT PLATES, BACK OF RETAINING WALL TO PROVIDED AS AN AID IN INTERPRETING THE DRAWINGS ONLY. DIMENSIONS WELD PLATES, ETC. BELOW TOP OF FLOOR SLAB WITH A MINIMUM OF 3" OF SATISFACTION OF THE CITY ENGINEER. AND ELEVATIONS MUST BE VERIFIED NTH ARCHITECTURAL DRAWINGS. IN 15. CONSTRUCTION JOINTS SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF 19. THOROUGHLY CLEAN ALL CELLS AND BOND BEAMS OF MORTAR BEFORE GROUTING. CONCRETE COVER. THE EVENT OF CONFLICT, DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURE. CONSTRUCTION JOINTS SHALL COMPLY WITH UBC SECTION 1906.4. ARCHITECTURAL DRAWINGS SHALL GOVERN. DRAWING SCALES GIVEN ARE APPROXIMATE - DQ N91 SCALE PLANS OR QEIAILS, LOCATE CONSTRUCTION JOINTS ONLY AS SHOWN ON THE DRAWINGS OR APPROVED IN 20.WHEN GROU71NG IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION ADVANCE BY THE ENGINEER. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL 8" CMU SPLIT-FACED JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 1-1/2- BELOW THE 14. AS BUILT DIMENSIONS SHALL NOT VARY, EXCEED, OR BE LESS THAN THOSE LAITANCE REMOVED FROM THE SURFACE. CONCRETE MAY BE ROUGHENED BY CHIPPING WALL w/ #5 VERT. TOP BELOW THE TOP OF THE UPPERMOST UNIT. NOTED ON DRAWINGS AS ±, MINIMUM, OR MAXIMUM, RESPECTIVELY, BY THE ENTIRE SURFACE, SANDBLASTING, OR RAKING THE SURFACE TO PROVIDE 1/4- BARS AT 16"oc AND #5 MORE THAN 15 PERCENT. WRITTEN APPROVAL SHALL BE OBTAINED FROM DEEP DEFORMATIONS. 21.EACH VER11CAL BAR IN WALLS SHALL LAP 48 DIAMETERS WITH A DOWEL OF THE HORIZ. BARS AT THE DESIGN ENGINEER WHEN REQUIRED TO EXCEED 15 PERCENT. MINIMUM X 2'-0"0C. SIDE CLEARANCES BETWEEN CONCRETE AND SOIL MAY EXCEED THIS 16. PROVIDE SHOP DRAWINGS FOR ALL REINFORCING STEEL TO THE ARCHITECT/DESIGN SAME ORE EXTENDING FROM THE FOUNDATION. CARRY EACH DOWEL TO WITHIN 3" OF < COMPACTED SITE 'n THE BOTTOM OF THE FOUNDATION AND TERMITE NTH 90 DEGREE HOOK. DOWELS :2 OR IMPORTED LIMITATION BY UP TO 12". ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY FABRICA ON. SHALL BE STRAIGHT AND PLUMB. - BACKFILL, PER 0 SOILS REPORT. 15. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN FOUNDATIONS, 17. CONTRACTOR SHALL PREPARE AND SUBMIT CONCRETE MIX DESIGNS TO THE 22.PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS. WHEN 2 BARS ARE USED, 1 7 SLABS, WALLS, SHEAR WALLS, DECKS, GIRDERS, BEAMS, JOISTS, COLUMNS. ARCHITECT/DESIGN ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF ANY STAGGER LAPS MINIMUM OF V-1)". 10 ETC. UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. CONCRETE. CONCRETE MIX DESIGNS SHALL BE PER UBC SECTION 1905 AND SIGNED 'Al NOTIFY THE ENGINEER IF MECHANICAL OR OTHER DRAWINGS -8HOW BY A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. CALCIUM CHLORIDE 23.PROVIDE 2-15 BARS (FULL HEIGHT OF WALL AT JAMBS AND EXTENDING A MINIMUM OPENINGS, POCKETS, ETC. WHICH ARE NOT LIKEWISE SHOWN ON THE OR ADMIXTURES WHICH ADD CHLORIDES ARE NOT PERMITTED. OF 2'-0" PAST EDGES OF OPENINGS AT HEAD AND SILL) EACH SIDE OF ALL 12" CMU SPLIT-FACED STRUCTURAL DRAWINGS. 2 DRAIN ROCK OR FREE- OPENINGS AND EACH END OF ALL WALLS, UNLESS NOTED OTHERWISE ON DRAWINGS. 18. ALL GROUT SHALL BE NONMETALLIC, NON-SHRINK HIGH STRENGTH GROUT BY MASTER WALL w/ #5 VERT. DRAINING SOIL. l'-O" MIN.$ 16. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED 1 OR FLATTER BARS AT 16"oc AND #5 PER SOILS REPORT. BUILDERS OR EQUIVALENT AS APPROVED BY THE ARCHITECT/IDESIGN ENGINEER. FLOORS OR ROOF. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR 24.PROVIDE VERTICAL CONTROL JOINTS (1/2" DEEP SOWCUTS) 0 ±40'0- O.C. FOR ALL UTILIZE PRODUCTS RECOMMENDED BY THE MANUFACTURER FOR EACH APPLICATION HORIZ, BARS AT EACH PARTICULAR LEVEL (40 PSF FOR FLOORS, 20 PSF FOR ROOF). CMU WALLS, UNLESS NOTED OTHERWISE. AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. r 21-o"0C. 25,CONTRACTOR SHALL ADEQUATELY BRACE ALL MASONRY WALLS UNTIL CONSTRUCTION CLIRt INSTALL 6' C14AIN LINK FENCE ALONG 19. REINFORCING AND EMBEDMENT ITEMS SHALL BE FREE OF EXCESSIVE SCALE OR RUST, Ar DIRT, GREASE, OIL OR ANY OTHER SUBSTANCE THAT WILL IMPAIR BOND WITH OF ROOF STRUCTURE IS COMPLETE. BACK OF RETAINING WALL TO SATISFACTION OF T14E CITY ENOINEER. CONCRETE. 26.ALL EXPOSED MASONRY SHALL HAVE A SPLIT FACE FINISH. 8" CMU SPLIT-FACED OMPACTED SITE 20. OWNER SHALL PROVIDE SPECIAL INSPECTIONS AND TESTS IN ACCORDANCE NTH UBC WALL w/ #5 VERT. OR IMPORTED SECTION 1701 FOR THE PLACEMENT OF CONCRETE AND CONCRETE REINFORCEMENT, x BARS AT 16"oc AND #5 BACKFILL, PER FOR BOLTS INSTALLED IN CONCRETE, FOR SAMPLING CONCRETE AND FOR :2 HORIZ. BARS AT SOILS REPORT. REINFORCING STEEL WELDING. OWNER'S INSPECTOR SHALL PROVIDE INSPECTION a 9' ' ' , -i ,,, ,-P-4z' It 2'-O"oc. 16" CMU SPLIT-FACED OR FLA REPORTS TO THE OWNER, ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. DRAIN ROCK OR FREE- TTER DRAINING SOIL. l'-O" MIN. WALL w/ #5 VERT. BARS AT 8noc AND #5 21. SLAB SHALL BE SAW-CUT PER FOUNDATION PLAN AS SOON AS EQUIPMENT CAN BE "'___�PER SOILS REPORT. 23" OPERATED WITHOUT DAMAGING THE SLAB. BARS AT 8"oc AND #5 HORIZ. BARS AT .eY FTG. DOWEL AT 8' oc 22. CURE ALL EXPOSED CONCRETE SURFACES WITH LIQUID MEMBRANE-FORMING CURING 2 O"Ocil TO MATCH WALL REINF. 0 0 RING METHOD IMMEDIATELY AFTER PLACING CONCRETE. WERE PLACEMENT /2- MIN.) 8" CMU SPLIT-FACED OCCURS IN TEMPERATURES OVER 900 OR IN WINDY CONDITIONS, CONTRACTOR SHALL A r%* 77 3"'CLR. .0 2*0 WEEP HOLE WALL w/ #5 VERT. COMPACTED SITE TAKE ADDITIONAL MEASURES TO INSURE PROPER CONCRETE CURING. IF CONTROL TYF1' OR IMPORTED JOINT SAW-CUTTING TAKES PLACE AFTER APPLICATION OF CURING COMPOUND, 00 3"'CLIR. �,"' - 'e, 10 10 BACKFILL, PER RE-APPLY CURING COMPOUND TO SAWCUTS. AT 4'-O"oc, Ti 21-000C. X 23. WHEN COLD WEATHER CONDITIONS EXIST, PLACE CONCRETE IN COMPLIANCE NTH UBC HORIZ. BARS AT 5!X1 TYP. 00 SOILS REPORT. '0 #5 BAR CONTINUOUS 1905.12. / ! ' | | / / � / � ~ , ^ ' | � ° ' � ^ / ^ .` - ` ^ ' ^ �} , ' ^ ^ ^ ' � � � ' , � � � � � ' � ^ o- 24. WHEN HOT WEATHER CONDITIONS EXIST, PLACE CONCRETE IN COMPLIANCE WITH UBC to1905.13, REINFORCING SHALL BE KEPT COOL DURING PLACEMENT OF CONCRETE. DTIGAL HMS A OEM&` uz 25. FOUNDATION CONCRETE HAS BEEN DESIGNED BASED ON A COMPRESSIVE STRENGTH INSIDE BEND DIAMErERS CONC FIG. w/ #6 BARS AT (n OF f c = 2500 PSI; THEREFORE, SPECIAL INSPECTION FOR PLACEMENT OF CONCRETE BAR SIZE D Ali 3 16"oc EACH WAY AT TOP f� m ^ cz Ili 0-0900 AND CONCRETE REINFORCING IS NOT REQUIRED IN ACCORDANCE WITH UBC SECTION w 101, 0 #14, #18 10d Woc EACH WAY AT TO Ti DOWEL AT 8" oc� "SIC DRAIN ROCK OR FREE- 1701. NOTE THAT THE CONTRACTOR IS LREQUIRE12 TO PROVIDE A HIGHER STRENGTH mg - 61.4-10 3 LR, DRAINING SOIL, l'-O" MIN. CONCRETE (COMPRESSIVE STRENGTH f c 3000 PSI) IN ACCORDANCE WITH NOTE __19, if 10, #11 8d CONC FTG. w/ #6 BARS , ^ 1 TYP. PER SOILS REPORT. NO. 1. ' vz / 0 ^ | 11 q #5 BAR CONTINUOUS AT #5 AND SMALLER 79-000* �?,OFES% rEiii"iiiiiiiiiiiiiiiiiii� 9'-0" CMU RETAINING WALL 2- 1 SLOPE 0000 2PLICE LEN BAR SIZE SPLICE LENGTH FAL 1/2"=l'-O" 1/24XP PER TABLE *-ON It ��OFESS #3 1 -6" t;x. rF 12-0" CMU RETAINING WALL W/ 2-oo 1 SLOPE _ � -- � ^� �_ | TO MATCH WALL REINF. Exp. 6/30/02 NO. BY DATE DESCRIPTION RETAINING WALL DETAILS/NOTES OF C &L OM5 BENT COL c on > #5 BAR CONTINUOUS CIV1.1- NO FIELD BENDING ALLOWED EXCEPT OF m W WHERE SPECIFICALLY SHOWN ON DMWINGS A 5 5 0 C A T E S IMPROVEMENT PLANS rD 6'-0" CMU RETAINING WALL____wZ 2: 1 SLOPE TYP. REIINF. BEND & SPLICE DETAILS TASCADERO, CA om Cannon ssociates NTS THESE D A GS VE INFO 10 OWN W H IN PART HAS BEEN PROVIDED BY OTHERS. AC BY: 01/06/00 NO W ANt ADE OR P IED TO TH ACCURACY OF THIS INFORMATION. INDEPENDENT 'I Z VERIFI�lfk I IVN larl LD BE 0 PR TO FU 364 Pacific Street Son Luis Obispo, CA 93401 0 (805) 544-7407 ce It gp(oc ify _.i� - DE6Ji BY: DRAWN BY- CHECKED BY: JOB NUMBER SCALE. SHEET: w | c� � ` ^ ~ � cn cn , cn uJOHN FALKE14,STIEN RCE 33760 DATIf 'i - EXPIRES E-02 ST;Eyf,�. �LV7`i RCE 29743, CITY ENG_INE*�Eiiiiiiiii�TE LRB LAR JRF 990.533 N/A C3.07SLC BY GFA No. 990341 CA/FILENAME HD-C307.DWC / ^ ' ~ ~ , ' ... . a } w . ...... +>.► % `�. e SEE DETAIL HT RIG --"' '` , ♦ RT .. - ./�`"'"' ,,r.- ° `'~•+w ' ,.` •. . / _ •Mid. 1000 Uw -.0,00 TR F CONTROL NOTES k ,, - ® t AT "' .�''°''— t r ��`�/ � � R I BARRICADE a A. 1 — /- f rA^a ,,.-�' / NSTALL TYPE III BARRICADE PER CALTRANS MANUAL OF TRAFFIC C TREX.,A! ® I t . fi-^° RNI ROAD ".-�'' "� v / J996 (REVISION1), SEC. 5-05.6F. AT C5 ROAD rAFFIC CONTROL LEGEND / INSTALL SIGN ON t SIGN POST PER SIGN UP CORP., OR EQUAL. ALL CONS TIE�I k .. ��-oo ® , RELATED SIGNS ' a �,a. 9 \ f f ® e R r REMAIN IN PLACE FOR THE DURATION OF PROJECT. ; -� , AT. C5 LT ®®� r DIRECTION OF TRAFFIC FLOW. R�. ,. C3. �` I r RXXX REGULATORY SIGN DESIGNATION PER CALTRANS TRAFFIC MANUAL. r t t r LT � � . t e NOTES . 4 t 1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF TEMPORARY OR PERMANENT P t ® r ® C1$ DELINEATION PRIOR TO OPENING THE TRAVELED WAY TO PUBLIC TRAFFIC. FLAGGING. ,�'� D NIS A1iEAD t � � 4 'x48" r} r PERSONAL MAY BE REQUIRED TO ACCOMPLISH THIS. 450 FT ® x t 2. THE CONTRACTOR WILL NOTIFY CITY OF ATASCADERO POLICE DISPATCH A MINIMUM OF I.t>�CAI.INAFIIC QI�.Y � t .,,, � r t ® FIVE WORKING DAYS PRIOR TO ANY ROAD CLOSURE, / 1 . o 3. THE CONTRACTOR WALL INSTALL ANY ADDITIONAL SIGN-AGE THAT 11�AY BE REQUIRED BY � t J THE CITY ENGINEER. t \ t z r N, . . t ® A NOTE. . . ♦ r q E r t ♦ J THIS PLAN IS ONLY FOR NG TRAFFIC AROUND THE SAN RAMON ROAD OVER .",w. ,F j. ® A_','_•"rM^ t � e / i t ♦ � / G CLOSURE FOR O,(II�iIA Y � . ► , ,.�'''" ® ♦ e / Z_ • THE EL.CAMINQ .AND OFF RAMP CLOSURE MALL ONLY BE NECESSARY. EL CAMIIO � t ♦ `� IS OLISHED D REPAND AT THE INTERSECTION BY THE RAMPS. OTHERWISE, FLAG ♦ A / CONTROL 'TRAFFIC. A BOARD ER BE U FOR NOMIFICATION - ® OF CLOSURE AND ALTERNATE OFF—RAMP DEL RIO ROAD). t ♦ e STA Nom@ , / ♦ ♦ ° / J oDEL RID ROAD C INSTALL ONE WEEK SAN R RQ RAMON ROAD ♦ ®` ® NAM. OVER. NG.AT. USE DEL NO ROAD ♦ ( tOt CL AHEAD ` .. t ♦ �, ` IIN1(101 CtO�D� � 4 EA. �----THRU--- 2 EA. + � l�UX DM RI T �OR GH - lid, t ♦ ` R ROAD t ♦ ® �, INSTALL COVER. SAN- RAMON-ROAD. ON ROADD, , % 'wir THROUGH *r OVER CROSSING AT + HWY 101 CLOSED AHEAD Q ♦ to ` UNTIL N S EA. USE DEL RIO ROAD 3 EA. 0R DIGHT �. s ° ' % �° ® EL CAMINO REAL AND TA CRUZ AND ® h ` ( SANTA CRUZ ROADS CARRIZQ ROADS t ♦® ♦ Mw C3 USE DEL NO ROAD 48"x48" t ILOCALIXY e 4 EA. 1 EA. i I , a t� RIGHT w. ♦♦ � � LEFT � RIGHT PQP� t ® e SN\0 '�t C5 ` oo LT e M 0 0 10 20 30 40 50 pM� y o V �`` 1 1000 t oo o 1001* ® o SAN RAMON RW A OVE100M AT W . '�`. t t ♦o ®s AWA.USE 101 DQ , RQF ESS/0a v ®� t C3 �45 FF Alq ®® �'ROAD. CoQ 0 0,0 No.C33760 o % ` \ ,' Exp.6/30/02011 RT C10- . .0e SAN I�)AD �� C5 OVEN AT 0 W LT IIRY 101� 0 20 40 60 Io 100 CORD DRAWINGS v ` t ® �`` �, RIO ROAN) 1 2000 Cannon Associates �' `+ ® � e�� � H I �t r� PART K��v �owo� slr OTHERS. ® i ® ® �.` ®�' NO w TY IS A TO THE CY OF THIS INFORMATION. INCIDENT U. SH M TO FU USE, 6 � rjjjjAT ® �� � e JOF�d EN RCE 33760 OA 0 > ` `® ® ♦ /� e � EXPI —30-02 RAMON % e I �, A LT % e R E V I S I O N S N0. BY DATE DESCRIPTION TRAFFIC CONTROLPLAN �,� CLJ 6/00 BULLETIN1 S ASSOCOATES IMPROVEMENT PLANS, % Coe J#1 RAMON . LT �.` �,/ ®o.UK m ® ENGINEERS � ®` PLANNERS CITY of ATASCADERO, CA ` e e I x SURVEYORS 0 ° e e r s' ®® ACCEPTED BY: 01 06/00 0 e ` ® 364 Pacific Street C7 e e �� o San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30--02 DATE + ` (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: ®% STEVEN J. SYLVESTER, RCE 29743, CITY ENGINEER DATE LRB LAR JRF 990533 1:2000 C3.06A GFA No. 990341 CA/FILENAME HD—C3.06.DWG 4 H bPE 60 m m 0� CULVERT 0 �=l LENGTH T 24400 1 rv;,f�t Q T "'0-00 z, PL, �Af �J-96_x, 6�1­404,1�K-4.'86r� i T. 4 T N JC�445.,09/ 2.0447,4NYE�T 6UY 6_2 51 PIPE TINV "E OVED TO'. z� j J A"I EXISTING PACIFIC -7' BELL MANHOLES EXIST. PAC. BELL FIBER CABLE TO BE RELOCATED PER PAC BELL PLANS. rr, EXISTING CULVERT AND > DRAINAGE INLET TO BE REMOVED 0or < 7 0 7- WO z 0 SEE OFF SI TE -ER,EWER AND WAT 244.50 INVFRT-,-OUT POSITION OF RELOCATE6""" EXTENSIONS PLANS-04.0.1 .19 FOR P.G.&E g ROCK POWER POLE $EE­`� t.... ....... INFORMATION REGARDING THE 'UTILITY 1V ­­PLAGE RIP-RAP (.66xlx2) PLANS_FOR­Rlf�-ALIGNMENT` z -LINES WITHIN--THE CITY OF -TASCADERO R16W--OF A _7WAY. o -E 0) 24.5m (80 LF) 450mm(18") H. SLOPE 2.0% 0+ ...... �60 r 10+7201 0+80C 0 ........ ANI&APE,,F�I/AN -Stf L 0 AN Z 0+840 C4 NOTES. 0+880 __j -1 00 INSTALL C900 P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC SPECS. 41 7 w Ak .............. (n Cn SS ------a CNI --------------- INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702 & 703. ... ........ L C HEAL E yp tun) w INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. f Air_- 0_1 A_� 0 1 :< G 2- G 2" 2 INSTALL DRAINAGE INLET PER CALTRANS D73 (TYPE G3). --------- - - -------- FO FO FO INSTALL JOINT UTILITY TRENCH PER CITY OF ATASCADERO STD. 703. EXISTING PAC JT jT JT 31 JT '-BEI-L EASEM N T .. ......... REMOVE REPLACE POWER POLES PER P.G.&E. PLANS. To\IF CITY IS UNABLE F PAC BELL OBTAIN RIGHT OF WAY To -R--`OPTI`C CABLE MANHOLE. INSTALL FIBER OPTIC CABLE PER PACIFIC BELL DESIGN. BUILD RETAINING (7 MATCHILINE (SEE PAC BELL PLANS FOR ACTUAL SHOWN BY THE T! STA. 0+901.17, 246.65 TC mm (4") A.C. OVER 255mm (10") CLASS 11 AGG. BASE. ACTUAL STRUCTURAL DESIGN OF FIBER OPTIC LINES) 245.00 INVERT (SEE SHEET C1.05) SEE OFF-SITE SEWER & WATER RETAINING WALL SH Bi SECTION TO BE DETERMINED BASED ON R-VALUE TAKEN AT SUBGRADE AND A T.I. 7.0 0 12.5m 25m OR EQUAL TO THE SECTION REMOVED, WHICH EVER IS GREATER. BUILT WITHIN EXISTING PLANS. SHEET C4.17 INSTALL CENTERLINE STRIPING PER CALTRANS STD. PLAN A20A DETAIL 2. PUBLIC RIGHT OF WAY. R"' 1:500 INSTALL "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D AND STOP BAR PER A24E. 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 INSTALL 305mm (12") THERMOPLASTIC CROSSWALK STRIPES, 3.05m (10') O.C. INSTALL BIKE LANE MARKING PER CALTRANS STD. PLAN A20D, DETAIL 39. ........... ......... ........... .................... 252 252 ........... INSTALL LANE LINES PER CALTRANS STD. A20C, DETAIL 37B. .......... ..........-. ......... ............ ....... INSTALL THERMOPLASTIC TYPE VII ARROW PER CALTRANS STD. PLAN A24A (LEFT OR RIGHT AS APPROPRIATE). ------------ ------- ............ ....... ............. INSTALL THERMOPLASTIC TYPE IV (R) OR (L) ARROW PER CALTRANS STD. PLAN A24A. INSTALL THERMOPLASTIC TYPE 1 (3.05) ARROW PER CALTRANS STD. PLAN A24A. ........... .......... .......... ........ .......... ................... ........... ........ r EXISTING !SURr,�ACE INSTALL THERMOPLASTIC "RIGHT TURN ONLY" PER STD. PLAN A24D & A24E. z .......... ............... --------- ............... ............ 2501,............. ............. ...... 250 (n INSTALL 150mm (6") CURB PER CITY OF ATASCADERO STD. 418 (TYPE C). ........... ............ ............... 4 ........... INSTALL 150mm (6") CURB AND 450mm (18") GUTTER PER CITY OF ATASCADERO STD. 418 (TYPE A). .......... ............ ......... .............. ............ ........... ......... (0 AGE INLET PER CALTRANS STD. PLAN D73. ........... ...... ---------- ......... .............. .............. --_--------------.................... C*4 )POSfli � FINISHEb GR L PR( �DE AT Z x 0 i INSTALL SIDEWALKS PER CITY OF ATASCADERO STD. 419. x ............. ............ .......... .................... .......... ................. to INSTALL SIDEWALK RAMPS PER CITY OF ATASCADERO STD. 420. 0 (L ....... ............. ................. ............ . ................. 248 CONTRACTOR TO COORDINATE GAS INSTALLATION NTH SO. CAL. GAS PRIOR TO CONSTRUCTION. .......... .......................... 248 i. X, Z + CL i (01 CONDUIT W/ PULL ROPE AND No. 3 PULL BOX. INSTALL PER CALTRANS STANDARD PLANS ............... ............ .......... ............ oco INSTALL 3 > AND SPECIFICATIONS. (FOR FUTURE SIGNALIZED INTERSECTION) 0 v co z C-4 (n C-4 04 CI:1 .............. ........ ............. ---- ------ ------------ ........ ....... PER ATASCADERO MUTUAL WATER COMPANY (AMWC) STANDARDS. - ----------------- -------------- ­­­.--­,`,.................... ............-------- -------------- mnj < ----------------------- INSTALL FIRE HYDRANT (6 N Z m L 01 30.5mm�' (14 WATER MAKI 0- INSTALL STREET LIGHT. (TO BE DESIGNED BY P.G&E-SEE P.G.&E PLANS) C14 ............ ............ ..................... .......... ............ 7-� 0- K I INSTALL DRAINAGE INLET PER CALTRANS D74A (TYPE GT4) OR D74B (TYPE GDO). EXTENSION PLANS , �R 0) R F1 LE 0 1> 0 z cc SEE O� C A.M I ' EAL , P 0 .......... ........................ ........... ................ ... ............ FT 246 ON ------ INSTALL DOWN DRAIN PIPE PER CALTRANS D87A 300mmDIA. (TYPE 1). b 246 S:�:0.5% vC SE m P WER MAIN' ,-SHEETS C4.011-C4.1,9 201 0: 'E, ............. -150. 0 ....... INSTALL 150mm (6") CURB AND 450mm (18") GUTTER PER CALTRANS STD. PLAN A87, DETAIL A2 ............... H,ORIZ. 1:500 INSTALIL 25*�nm (�.Ow) STUB \�ERT. 1:50 0 INSTALL CHANNELIZING LINE PER CALTRANS STD. A20D, DETAIL 38. 0 ............ ............. ............ ..............I ................ ....... ........................ ............... ----------- ............ --------- ........... ........... TD. A20A, DETAIL 22. 0 S . ...... ........... ............ INSTALL LEFT EDGELINES PER CALTRANS STD. A2013, DETAIL 25. 7.5 450, INSTALL MEDIAN ISLANDS PER CALTRANS STD. A20B. DETAIL 29. .......... ......... .................... ................. 2 ............. ...... 0 A.A. 244 ....... i i AND DISPOSED OF PROPERLY. REGRADE TO SMOOTH 0 ED. SEE MIX DESIGN SHEET C3.01. .... ............. ................ .............. 4 ............ ...... .........................i ........... CVAL < ...... ........... ....... ............ .........0+720 0+760 0+800 0+ 0+880 0 '920 1+000 0= rn No. C33760 Exp.6/30/02 R E V I S 1 0 N S UNDERGROUND IMPROVEMENT PLANS NO. BY DATE DESCRIPTION �)??\OIFESS/o kp�, clo- annon VAL k- OF M-W EL CAMINO REAL LO rn 0 No, C33760 m E N G I N E E R S rN A m 1,�CITY F//AtAS DERO, CA 0) RECORD DRAWINGS E Canno Associates xr). 613olo2 THESE RA NG HAVE IN A SHOWN HICH IN ART HAS BEEN PROVIDED BY OTHERS. NO W R4 I'Y MADE P AS TO ACY OF THIS INFORMATION. INDEPENDENT tj��_ QVIL ACC Y: 01/06/00 VERIFI ATIO S OULD B M DE OR T E USE. 364 Pacific Street San Luis Obispo, CA 93401 ()F CAIL-If (805) 544-7407 JOHN R LKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE 0 1,91 ry I ' - 1 DESIGNEO-oBy: Y: CHECKED BY: J R SCALE: SHEET: IL ' T-CE 3,3760 D+ EXPIRES EV30-02 ST.E���. YL7ESTER, RCE 29743, CITY EOTE��T�E B LAIR JRF 990533 1:500 C3.04 GFA No. 990341 CA/FILENAME HD-C3.04.DWG X2 Z .......... ------- ....................... i :l ,4 Qy ,-�!'� C0 \ � 1'' 00 0 i � I ��,1 11 I"I\"",\,,,,,N ^ � V� I 'I; `,�""V.,-,"�,", w, ,, / ,� t 1 i ,i t 'r • 1 , R , 5 `:} , , �, , 1 / S > 1 3 .11- I .I,,.,,,.,.,- --" "I NOTES. 1. I %, I f, . y .r - ,/1 '.111.f } y 4 St�, g a .4�1° , t t , 1 , ' >. INSTALL C900 P.V.C. ATER MAIN PER MANUFACTURER'S SPECS.EGS. & ATAS. MWC SPECS. �, " I \ go ,.. ,S. I . f�?� F„ ,r> I t gI e I 5 � i b f L w I . .� V ,p p r ` 11,f`'"/, �,/ �`` f t `" 2 INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702 & 703. . 1, -,f"�•'�P " q- ,,.if• S rr { I t ! , .,..,,w 1111, ',�✓ `J' .e�' -,,'r(r - , �;/ ';� � ! ,4 � -'`, ,/ � - =� . � "_ F.9' ,�1'°;�y,. 3 INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. f.",.,r & i fie'{ , i it a' F 2 '� i - .r; F y O ., Jam,.d 1 ` ` ` j 6' } ° ° '�F I" -`' 4 INSTALL DRAINAGE INLET PER CALTRANS D73 (TYPE 03). d'�`« fern-, '' '� ! rf d, i I 3 1 c ,w... "11 /�, a,;+ r ,• -"` .. ,l `� „s O INSTALL JOINT UTILITY TRENCH PER CITY OF ATASCADERO STD. 703. ,.<�' �,,,, I ry +f i j .1 f' if © 4 3 �( Nr,d s, ,F .-..1111 x+" 11 r J 11 "w t f t - ' f '" ° `� '` 6 REMOVE & REPLACE POWER POLES PER P.G.&E. PLANS. F �, �,,.-``" .� . r° / ;_ N. 1 r,•, / ,I fps O INSTALL FIBER OPTIC CABLE PER PACIFIC BELL DESIGN. ' i I f .'' �' r , 4- � f ?' f ,F, I ` YAW � w � f't � `#f " / 8 INSTALL APPROX. 100mm (4") A.C. OVER 255mm (10") CLASS II AGG. BASE. ACTUAL STRUCTURAL ,, � `'Y 11 z'11 �'` � / SECTION TO BE DETERMINED BASED ON R-VALUE TAKEN AT SUBGRADE AND A T.I. - 7.0 �`^� '"� - � OR EQUAL TO THE SECTION REMOVED, WHICH EVER IS GREATER. +u Y ,,., y,„-1111, i r;,. n� / :%!* �, ✓ •£ ` ",.,v,..vn4. i ry .r..,✓'1111. 1111+..n- � >�` ., " / iy. , ,- r 9 � DETAIL 2 1„-.- i �"`'"�' ��r "�.`-" "I" 11-,11- // INSTALL CENTERLINE STRIPING PER CALTRANS STD. PLAN A20A ..� 1 1111 11.11 <D i ",. ,� s``` t i f. 7 / / � -11 � �, �-j � '\ , "r ' '1"~'-- `' tea'. -111-1 „ } �� ALL• �- w ' J " , f .� /%` ` 4' "� � M 10 INSTALL "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D AND STOP BAR PER A24E. � -, , " `p �` ° .w." 11 11 INSTALL 305mm 2 THERMOPLASTIC CROSSWALK STRIPE 3.05m O.C. �, ��5p �5 ,,„�°.'''a.� -. ,+�°°" r .i "" ..,. 1111.. I ._„w�..,.,.,•_.,...,,.....,,<,,.,,..�.,..,,.n....,,_..., L. M °'" 12 INSTALL BIKE LANE MARKING PER CALTRANS STD, PLAN A20D, DETAIL 39. M - - , „ . " 11 I v�1 a� , ', , - M -. : � • � 13 fNSTALL LANE LINES PER CALTRANS STD. A20C, DETAIL 37B. \11 -'h,, t 7 "r /t ,.,"" "mow„,,,,,,,,e .�w,.".,,w„„,W '^,.wM`" .,11 T. r !1 i, 1, +' O a.F 'i. �f .,,,.n..,.,,. -1--.-? ".1---,. 1111�.. 11-11 ...r - pr r,/14. f� 11 ° .f ,✓ i "1111 , -v-- 1,- A,` I _,,.K„�„ ..-� I- Y ?f�+r2 o FT OR RIGHT AS APPROPRIATE). PROW PER CALTRANS STD. PLAN A24A � � � 1„�„ INSTALL THERMOPLASTIC TYPE VII A " � » 11-" '`� (LE .,.u_. 11.11._" a ) OR O ARROW PER CALTRANS STD PLAN A24A rv^�.��N�M u.N�.�."yN� �..� '`•�> F I ``a;� � u. , .,A rt< ,. .Y n" ., _„ , _ A f= 15 INSTALL THERMOPLASTIC TYPE IV (R L a �WM�........_..�.�. r ,._ a.1� _. ,' a � , � �, , a,-, ,:- € \- , '" 1 _.M w.,, 'i 'n f INSTAL THERMOPLASTIC TYPE ------7 °�h ` r�_,. _w f 9, '1111-} 16 L (3.05) ARROW PER CALTRANS STD. PLAN A24A. I CO 1111- f .1-11-1.- , _�.,_.---. € ""'"r J 1 y: f� ' g� a INSTALL THERMOPLASTIC "RIGHT TURN ONLY" PER STD. PLAN A24D & A24E. _ 1 1 :1111.."._.�.�.. 11 r r , f 1:111,.-1111.., .,.,..rw,.....,..�.,a'.,.. ..,,..,.,.,�.- ,,..,...".» 4=-------- "`•w,„>v_ a• --a,, i :.x \' 1111.,•, ., ",r" / ,✓�" , �� ,'�,1� ,� 11 �i 11 / It' •-� .,. 'n.,. H �., „ ti. ('`} \"`t u 1111_. -` "- r s` 'd z 18 INSTALL 150mm (6") CURB PER CITY OF ATASCADERO STD. 418 (TYPE C). r i { li 1111,-.,,a,,.<.,.,..� »' ,«..�.. ,«:.r.m«,.,.�„ .M,,>..,�,w .. 1111. 11,11 .. -,.. .,�.,. .,,ti, � 'Y.w, '1a ',t�,•"'"'' I 0 ^••v.„,..>. �... Y 1111 ,.� fix,,:.,.,` ,F` > s ,r'�r a`f�'"' ( 7 o I / a,,,,,, ...n,".. w„ ,>, n„. , .. � $ "' �`� \`:<\ ,, �.,.. �'' .r0« �,' �,� ,r"tf' r �J�% ;f` 1./ t fe � .-..,>.,.. � :,.,:�,«,.., ' ,.�.M ., ,,,« ,„, � --.,, .- -_ • '�,.,�` �' ��'t"s <<h. >r�� 1111..»-.«.�", r .fz r'� ,'id /, ."'3' r �G. F _w�,,,,w... a,n,_ 'n' � ,.. - - / � " 19 INSTALL 150mm 6" CURB AND 450mm 18" GUTTER PER CITY OF ATASCADERO STD. 418 TYPE A --w 1111_ .,�«1111... M yq w ,,«n 1111 � \ ,.�,....�..,Frzs:......,., .1„„•111,, 1111 ., -. "� 4 \ dX. /q,/ „<...,,,,,,,, --1111,.. ..»..,..,.,,,,.. - ry ,�... a - 'S -��"e..` �:,� , 'h-- d 3 "" u A INSTALL TYPE G3 DRAINAGE INLET PER CALTRANS STD. PLAN D73 „ r --u w_ , xi 1111, .... --�..=• ., 1111,. 1111. ~, v., y �er,r was w.,..xK«.,=,�,,... .,.,,,,,q,,,,,,,- ,,.> «1111 .,, .,"'.,�y�.;.-- -„a.,.,„,,., •y�� % I \§ \;y�� ^':.�,,,.,.,..,n trE. ,. "�+«'w� .,M w,��t•,,' ,y�"✓' �` 'f ,1111, ,+.Kw,., ,,,�,..., ._.Mu" `1`1 �'a. "*w t�, •.•. ,. '"' "a,-� �.a' ,f' .,' ,,, 1111.,,..M_-.. „...,.._. ., 1111 -.�,..,,..» 1111 "�.,.,�,. '"° ,., �"k5 , w, � a>+'' ./' ; ",,,;-., , ,»,, ---" o. �.,,+`�" / "+`• 1• 111 1,. 1111_1111.., --_, 1111, ,,..,".,"m+„.,µ �„ '-,a. ,:,".� 4 ¢ - ,r'. rr ,,, 1111 1111.,. " �. f/y ''.v, " rr c - ,. - _ �`" INSTALL SIDEWALKS PER CITY OF ATASCADERO STD 419 , _ w. , ° 1111. _._-"-- _. . ".. . 1111.. u -,,w�,-, 1111 «_,.._..._:��� ..., .. . __, ,_� �: ., �' µ 21 .,,_ w,,. d ,- - �"�- y w „p 4 00 m LL - .r �, nro,,.,,,y a, >,.,., ..,.,.,.w. «+Wn-+> �w„>«:-n»r.«...kx 'o, ,, ..F'l� '" N ,+dw„w' w ..'u �.. :''�' Bn t «•..w...,- , r'{ t N i� 4" °� x. i �`";"�, �'r,, ,✓;,<d' 1'� :.�fo'` d'y . "' , . q+js .,, n .. r - -" -' ' R"(8 `�° •, ,` ,� ---' � ``- _ INSTALL SIDEWALK RAMPS PER CITY OF ATASCADERO STD. 420. rv., _ . . 60 R 4 � .0 TI ". __.......-,� Q .,.. ,� 1 ,J, ,,,,,,,,,.,r,,-° .,w° ,............:..... s ,r' r -•„.,-.,,,,.,...,., m aa... •...n♦ 1111.. �..� aaw ..aa. Y c , "t � fiie.,. 20 I "�-�...,... 1111,, ----- ---- 1111_. I 0+7 3 Om LL �`°` _ -. 1111 - G "" r �;` - w.<., -- O, rl /' ® CONTRACTOR TO COORDINATE GAS INSTALLATION WITH S0. CAL. GAS PRIOR TO CONSTRUCTION. rr yr' 0801. r 1111..-•'- �, a,y ,w, s -s,_,.. �,_,.". , „_, 11-" „>= 1,111 � :� ,M M,� <� „�, �� 1 w,,,ry --.. ��., n....... TALL PER CALTRANS STANDARD PLANS 1 -- 1 T ® INSTALL 3 CONDUIT W/ PULL ROPE AND No 3 PULL BOX INS ., '°�•.w . = �% � 1 AND SPECIFICATIONS. FOR FUTURE SIGNALIZED INTERSECTION `,x� 8 „ 15 1;� > 13 TYP. ( ) �;„ . �1 F `�� �. �. o+ �o w0 31 15 � � f. �� " I--`��°« w°w, y �.w a� � i � �� � � ,-m �� r�.,� � 5 INSTALL FIRE HYDRANT (6 ) PER ATASCADERO MUTUAL WATER COMPANY (AMWC) STANDARDS. "` TYP. 0+880 RM L Q /r.`/ r" ,,, 3 r,/°" �'.l,e ,r*`�,,.,"",,, .a,,,.:rnrv.°" '4, .,^w 1111.,-„w. '^ .,�` .w"' ,r..t - v 11,11.-, .w._�.._.u. � � _ � w _ „�w -•K � �:� � p: � + INSTALL STREET LIGHT. TO BE DESIGNED BY P.G&E--SEE P.G.&E PLANS ?, _ ,.°.�� ,. s Iz ,�� _`3 � , " -,,., •. :..,.." w..._. _ r.,_ ,- mL��.,_,. - ,�.-, - --f- w :�d- �-•--- 1,-,_, 26 S L ( ) 1 ,,y�`j" 1y av�j�M % <, a '• p a'.- yqs. .,.> .,......,,...,-, 1111...,., .,n.,.> ,a' 1S1M � ` 3 1111...,. u. . t F ,w _, �m�. •.....,w�».�.M, W,�� '- «,,. 0 7 a o w y w 1111,-1 �' w - . > .,,,..,...,. : ° „•,,, a 'y . tr.__,., _1111.w. .. o INSTALL DRAINAGE INLET PER CALTRANS 074A TYPE GT4 OR D74B TYPE GDO ° P �;: 1111,... �_,-. ,. ....... -, u„,-n•, I 1 „r, �., r 1 ( ) ( )• h ." � x _.w __� _,w__, 1111, 1111_ ' f \ w "` ;, „n,_,,»v`^ µ 11,11_ „ e ; - .�_, - -w...,„ 1111-, ,n, ., ,_ \ w_° �.,. A l n. '4." �8 ,�r+,y .. �"wu+u ...,�+ms.,,,..,, " ,�. ,..,..,.,�y,� } 1111,-n.,..N , .,wrn>,.-r � .n _- ", �\ d F f .. l.+' "."o".+rw+w... ,-q u.,.. „-,...n,..,.�.. 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M 111,1. 11.11.i RT 50 AND STRIPPING PLAN IaRIZ.;1:500, 5 _ . I i j .. � i ti i A s,.. VERT. 1x50 I ` f 1 N0. BY DATE DESCRIPTION , RETAINING VSA L P R F I1--� c imon, 0 L4 - 1111 _,.:'..,_....._._-.._,1-_-1111_ 1111_ .,,1111,_,.-,.,_ ---1111 . _. 1111._1111._.-_.-1111 __._..,_._.�,..._,__.,___,.,•,-,.,.-„_.,_.__ _-._. ...�-.1111111111.11_-_.....__. . _. . . - .. __. __ 11.11- 245 -; j 45 245 ;_. _ . 11,11 1111 1111. 245 2 i � I i I a i o o A SAN R AM ON AND EL GAMIN 0 tt7 i ,*i ?iti I 10 1 01 vii ENGINEERS -� qft Ceti N E �' o i ,* � Y C�(� ("� 0) iNi Ni N Nr NI N, N I AJV �R®9 �,✓A U1 � s i , A H E R S N 11.11 -.,__.._•_ .1111. _,__.__.... _ - _.,.- f SURVEYORS �<` 07 L----..,.,,,_,___,-c-.1.1___,..._11-. - --- 1111,- .111._.1._...,._._,.._.-.___...., ...---._---,.",---__.,.._,___,_, 1111-....._._._ 1111.1111,.. _.,...1,,.. 1111.-1111. ,. 1111... c P 1111 1111_.. 11.11. _. 1111....,. .-1111 1111 11,11.._ 1111.... 1111.1111 --11.11... _. 1111.,., __-, °' ®-�8®® 0+840 0+880. ACC Y: - 01/06/00 0+730 0+760 0`+790 364 Pacific Street �. Son Luis Obispo, CA 53401 (goy) 544- 407 JOHN R. F L ENSTIEN R.C. 33760 EXP. 6-30-02 DATE 0� DESIGNED DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: CL STE LVESTER, RCE 29743, CITY ENGINE TE LRB LAR JRF 990533 1:500 03.05 GFA No. 990341 CA/FILENAME : HD--C3.05.DWG SUPERSEDED BY SHEET: C3.05A