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2136-S
, BENCHMARK N 75' I 460 _ T.B.M. LOCATED AT THE TOP OF CURB AT THE SOUTHWEST N °ry 7 CORNER B.C.R. OF CHURCH STREET AND HAVEN AVENUE, N 680-' TRANSI Tl N TO CENTER LINE --{- I 40`1 TAPER 7 � — -�AIN'�H�--CURB-RED-- 2 c ( T�s�TirON � CHURCH STREET STA. 5+78.5a. � A2 7 9 Z A 60 /L i ELEVARON, 56.01 M Q) BASIS OF BEARINGS X 7 N Q- "� I I 2 THE BEARING OF N 89° 54' 45"E, ALONG THE CENTERLINE X FIC SIGNAL PLAN 12 w '� Q F CHURCH STREET AS SHOWN ON TRACT MAP NO. 11428 Z Q o to 0 o SEE TRAFFIC �� ,� o Nit- q 12 2 �; �n 2 12 EXIST. EXISTING PER RG DWG. 2136-S 10 17 `�- m 1 �. 12 BLED IN BOOK 158 PAGES 19 THROUGH 21, INCLUSIVE OF w I 'F I # Q I MAPS WAS USED AS THE BASIS OF BEARINGS FOR THiS E- I ® ... DWY. ,�. ,.I... w Qo z EDGE OF M, Q PRo�Ecr. w z ry q cy Ck ca PROP. R�W _._ ca co L I F _, "� PA VEMENT �' __ �. 0 �: N N I � w c`' m + ca ID3 '� c'' EXIST. r PROP. C & G -- _`~� �, �. � FU TURF �. ,. I I I I c r� �. 2 Cn I (ry c!? Q cfy I CYCLONE EXIST / „ „ °� Uy Cry Z __ .. co w I I Zo , R/W w I FENCE TRASH R MOV XI T. f ,-� ca SEE\DET IL A cc> ,� N ,� __ _. .d. mm. __ _m 21 NJ 1- R 5� BELOW N w , w 20 I N GATE ENCLOSURE R L TO l _ mm , — ,. Q- 0 FENCE - .m .. mm. w - ,� ,_ m pmm .,_ w - _ .. m -w ,m. . •- , _mm- - m.� =�_. . _ -�- � _ - --- FUTURE t� 4 5 _ . mm mm m,m . . EXIST. X-WALK .._ m_.. . a wn 2 EXIST. EP PRDPOSED -' ' C & G .� .,. .: 26 I / 2 25 1 2 C TREE EXIST. WALK LEGEND .�. EDGE OF ..,,�,� � .,.- ,_, �, � .�.. I - 2J _v f �_ - ,_mm _ . mm . . , _ _ . _ _ _ PAVEMENT 1Q' 15 0 +oo 105 17+00 �c EXISLN T. STRIPE 6 12+00 13+00 14+00 _ - 4+50 6+00 74 0 1 8+00 9+00 _ , !_ i — �j/ —I CL STREET h �, w It— x 21 8 ... 2 2 5 V.- 100' S 2 6 5 7 N 1 75 `- `� 5 F- 100 150 TRANSITION 8 '� 4 23 PROP. C & G 2 N 4 6 23 2 - . 6 23 5Q' = 100' _ ._..._.. ..._.__.__ ....._ 1. ~ = 23® 50' _ --� 2 _._ -_ 200 _ _ .�. .. , ,..__� mm_.�. mm�. a..�_ _ �_�. � . m..�m. .� ,�__ . . _ . � -__ __ �; .._ _ ,�. sy .. . mm,m,. m_....» ,.._..,. .....,gym.,.........,., ....».. ,,....... ...,.,.,. 14 dam. LIJ EXIST. C & G LINE OF l _. t __. ' 1.3- - _ _. _.... --PROP R/W _. S GHT ca I EXIST. R/W--� � c? xw .. . / 8 -�. LINE OF SIGHT --r ,� EXIST. "R� 11 �.�.. c� ` 23 BEGIN BIKE LANE �� `� / 2 \ ( Q8) / T 12 AT HERMOSA I 9 9 1 SEE TRAFFIC SIGNAL PLAN 12 ,� �2\ � ( TSEE TRAFFIC SiGNAL PLAN PER RC DWG #2136-S 13 PER RC DWG.#2136-S CA RTILLA A VE. MARINE A VE. 480 2�, ( 11 I I I 1 15 -- --60 TRANS/TION 30' 2� 60,A2 290 T I I I TRANSITION I I I I I I 00 Z �, 18 d 60' `i `� _ I I I 16 1 I I I w I I I 9 ccs 12 �-'-' I I 1 � co -,,-, 12 I I I vz 12 ua cv ,I I , I , I `O i ( I o 15 111 111 112 110'*110 I I o `- c? © c� Q d cc' N I o �3 co I I cn v co ( ( N I I I N I �, + •.. � v, �., N N N I I I �-- I II I I N I I I I v, r - �- cv tom`. �' I 12' 111'116 I II I1 v v, 11Z �. I I I �. �.. �; I I 11 w N ca c� '� I 4 5 ® LANE DROP w ..,__. _. _ _m _._. _ - . __ ,,. ...,., .. .��. - . , -ter-- - -��— --�-,; a�.�.� _ . a' o-«nnmrmw,a w«w.ww kr 4 d+ r. mr. mm ,•.... ......... ............ ... ymm i .mow ,,.., r,+r....,,. m.mmw,...,..:. ®nnremmm mmw+* mwwmmm M e+ni u.. maw. , .mmmm.ma a..wnv. mnwwwx. mmr,.«.: .wmm. .......... ...«waw, w_..«.m «.... v......wwo- ., .. ..,mm.».. ........... 44 .. ,,.»,..».. ................'+ mwwuw. ..u.»mm. ,...,.mm:..m ..».r....w..mm .,,wwwn »....• ..:..,...., ....,....,.. d,.....,.. ......_....,..,m... ,...,..... .......,..,: v.«.«. .m......d. ........,.. .»,,.-........... ..m.». .........» .u.,..... ,m...».7., ..,..:.._.,.. ...,.»n<. ..a,....., ..,«m...,. ........... ,,.�.. .._.,_ �mm. ,m.w.. ._m. ....m. 100, w 1 I N200 w _ w 5 _ , _. _.. .... _._.m _.m._ . __.._ .. ._ , 8 -- .� 1� 4 � Q 5 k'. 50' 50' '' 1 14 50a 6 57 1 q _. _._ ---- -- 5 -__.75' 6- 5 1 Itl 5Q' 6 CL S TREET w �- +o �" 27+o0 v 28+00 CL STREET 2 µ. w 21foo _ __ ®--- -- .y . ._—. I V.— f 4 N 18+00 2 75' l s+oo - -- ..�. ---_;- - A - ,1y �- 5 _ _ - —� -- 2 .,. _ 77' 2 14 5 - o 6 , 4 Q 23 N __ 4 wl 100' 2 y 4 ..__ - - - -,w ..._a_ 'Al ......._._....._.. ...,_...._.«.._...:- ._,.._.....,._,_.............. ........_._...» __._n:»--m....,.....e......-..........,.,_n.,�......,._.__....,«....,.,,.....py..,...«...,_ m..»_.._.,.,.....®......».n.... ..«.,....,..» ..-..........,a. ,.. ..{,_....,,...._.»._......,......,..,...:_;.:._:,......f4 0 „_..,-...._,.._.._..._...,.......,,.....__...-.........,_._.,...,,.,.,.,.. .,....,.._..,... ......_,....,.. ._.,. ..,... .-...-.. " \J mm � LiNE OF SIGHT 23 2Q U 24 L 1 ..� -- {- -- -. F _In- _I LINE OF SIGHT V V `�'- I I I I I I 1 I ( 1114' 10'112' 11 1111'� 12' 11,111' 12' dr L c� � I I 17 9 13 12 10 13 HA SIGNINGSEE SHEET 2 STRIPING A"'OkTREET HURCH �,`./ APPLY 4" SOLID WHITE STRIPE PER CITY OF R. C. STD. 133. 701 LF 705® " WHITE CHANNELi�ING LINE PER CITY OF R. C. STD. 133. 600 LF 500 2�� 1-! 2 � Rtttoining curb if t:aa"e wrnrsrrcr APPLY 8 Rotolning curb = nocoesary at toga M x y if neccGsary at of sidawadk� " VL- L/I Q LF ra' {, edge of 3iciewolk " 5'-0" Top 0 a Qt_ ,rtsr, Sidewalk oC 1 K4in t M4iR p rt!'.s.rst[+rra a aklo E-wP.ipe[a °r tvew � t { -`see Ill 1O EA 15 U See I'` t 0 and t i 2d Max w Sidewalk ! Base bRla � �rfo c 4 APPLY LEGEND AS SHOWN ON PLAN. Nato ` r ��' 3r z% ❑x "alk uak x ld®% sk-e P-iia APPNAMA OatE ]IaCE ® _ ®.® _ •—,T n w --r- �.____.. "t ,PrAdP BA p�'lPcu l.'a !'Cir Fron{ a o G B 33t U^'M �."S">..._ .$ 1 ` 0e of a � _..,.__�.. ��, ... ` ;. ;, See •x-�tox s �#o u ►rax w ATEA} DDME c „or a aye " ar fila r° � � etrld D. N0. A24B. 15 EA 15 sidewdlk __ � rl l;� 4 I �" f." s� , S SHOWN ON PLAN PER CALTRANS ST I t� T a` ` '"` ��I t� r�uN�~ x . APPLY DIRECTIONAL ARROWS A RETAINING CURB to x ,�Qa,�" �:`yy:a . v:.a' ;"f["Ia T ,.r*canQKi NOTES: {..May �Q a".•f!G ilC F'rr�{`,}(`$if�i�l`P.r�Y�fk PllttF",�N'MY[Y fA.Q1P W, •a M! i Uf}pOP ftp R,f1 M iV V d,.aA k d " CENTERLINE PER CITY OF R.C. STD. 133. 1, 119 LF 2,355 �u- - PPLY DOUBLE YELLOW CENT l P� as .�� �,R,m EXIST 7�W._ --____- m._. 6 A ,uUU1,��UJJ. U4fMM cst�laK � ..�..»....®..,..._. mm...�,. �_.�..._. n.. (('^'�� j /e t0'f,sax ,,,00 a"'a�; t�% �� _ as Se@ 6. AS site Candi#ions dictate,{:4St-0 A ttv°cxnalr Cruse G curb ramps may be ,✓ �". at curb '" ` of curb S 5;axr Fror►t -Front edge �,,-� 5CC lisle, tdate i' used fCr Carnot installations isimilor tea those shown in Getail A and ® ,n- r;ym, edge of of sidewalk ";� ,0 and 71 2 sidew❑Ik Detail (l. case of curb rtes used is Detail A du not have to be PROTECT IN PLACE 1 LS 1 'n,"� CAS C the some. case A tr.rcurn case G errs raters arca rncx bC used at A _ mid block locations, G8 site corditions aictate. _n, ,. �� 10% Mart A Mp 286 LF 655 2 4®O" 10% Max ® -eco hated rat e�lr a � c. if distance from curb to„back of sidewalk is t o srort to RAMP 8 APPLY 12" SOLID WHITE CROSSWALK OR LIMIT LINE Min at curb r canrtetxtot[S romp end �°-O platform (landing)t]S st�wn in CasO A, ®® t0 and 1 t SiddYealit 22 2% 'Sid BwatlC lite sidewalk may bu depfcw,'r longitudinally as in Case D® or C or P 1 CASE A CAS 8 - ua� mo rr�. wln�®R�d (�S ,n case Q. Sits e a Front ecme See C 7 INSTALL SIGN & POST PER CITY OF R.C. STD. DWG. 401-B. 2 EA 11 2 hate � �� tis of sidewalk Nato Z E11 IO°!, /tag 3. Il ramp is `❑cared in center at curb rettirn, crosswolk o A - e._ of curb configuration muva bo awtor to that shown for I;totail 3. N RE01 TAINING CURB 25 RED CURB TO ECR---° S SHOWN ON PLAN. 4 EA 2 Q °`� — Front SIGN & POST A 2 ar. tet, s' edDC4. As site conditions dictate,tr,e retaining curb side a trio florae 10 RELOCATE �,$ _a TYp c❑ TYp Side of t 5idcwotk x x Jeidewalk W m sltlewalk� side of the Case m ramp shall be constructed in reversed position. _ tt 4 c, See Nates !� 1 Neta 7 c 4 �^� ��;� Retainin m Kate.G�=�= 5. if located on a curve,the sides at the roma need not be parol IeI, w 1 EA 1 , ,. nr o oc� c� "... uw.A<., � '. R1 SIGN. ® Sera 10 and ,s .,®_f ,um �� d"cmb (Uuttt a _ but the rninlmun w'dth of she ramp shall be mm 11 REMOVE EXISTING =` ®--- a .°°°�ae �� M ttiat4� f ry it1% lax aI &idea of a �,a�>.`.< — Front at curb ,Oiti Max romp) Es' w-4 � �. Side sr❑Cse of ram�ithalan itudinal!$o'rttly from c maximum of IOL at r _ curb to c farm g sidewalk slc adjacent to tap of 5 LL R26 S SIGN ON STREET LIGHT POST. 10 EA. 12 a ebge of W__ 11 EXIST. CURB & GUTTER INSTALL sidewalk , � of curb .�...�, . true romp, exCe�. ret Cope � ora c®�� F. 12 ( . ,�__.. _.. N, Franc A See nates Retaining A`•0 k18n Besaw Notes 10 i r tit and i, Curb � cont; ,# �. Tlie :rerb retnr#s �ttall het n°_rel irred,as shown,with o t°-O" wide G. 401-B. 3 EA. 6 i res+!"` �'iK�s -OPS E1ds4• tar �CaV llt rder with dCiaila.�rCaVftB approximately �4`aR Cant*.r: Sae '� ..� 1 INSTALL STREET SIGN & POST PER CITY OF R.C. STD, DW a ,_ ,ear Plan,in 11 SAWCUT & REMOVE . W "��, ® ..r d3ids ►k ASE � ���Lsxr !J� &,6Ar' ercr� 1 ®1QNzLCr. >d—7-0d A t Max ° lQ�.".tr�x carte!�. -� AaE G r�.t�rs or stret� �' ' M CURB FACE & �/OIN ESiGN ALONG FRONTAGE OF APN 107 -271-03, 04 DU a a SIT cure E!. Trcnsition$ from rams and landirac) to talks, g MODIFY D V of curb " Retaining t 14 APPLY 4" SKIP WHITE LANE LINE PER CITY OF R.C. STD. 133. 340 LF 900a __� - CLrb (bath 5 Nate Q 5trl° ae *lush brad fr8o of dD®apt cnango5. ( 2 To c,aeK OF RIGHT of WAY DEDicATTaN 2 l bid®� ar PROPOSED RAMP heats 10 romp) Gutter a, axlmum ,dopes of adjoining gutters,the road surface immediately k a�R aRa t� rlowline Trap of romp 4._0„w;in adjacent to the curbm*romp or, accessible route shall not exceed 1 EA. 1 P f,°' �, _Roundeda 5 percent within W-� of the tap cno bottom of curt, romp. DESCRIPTION REVISION 15 INSTALL R 18 SIGN & POST PER CITY OF R.C. STD. DWG. 401-B. See Note L\-U - - DATE APPR®VED CASE D CASE E €p �' to.curl ramps shell trove a cetectoblo a tom . surface that nine s 1 EA. 1 a udthe fait width and ��-a'°deCsttt of the ram. oetectd�le warning 1 :� » 16 INSTALL R17 & R1 SIGN & POST PER C/TY OF R.C. STD. DWG. 401-8. �1-__ __-A =e�rrr,ros .ahold co���rr� ci l P details apt tr►=s alaR and rho - ('� lVlhere a flared side occurs requirements in the 5poaial Pray weans. , , a, j` T �.," RANCHO x provide 2'-0 straight cur's �, surface nearest the street SCALE' 1 — 10 —® 1 INSTALL R26(B) SIGN ON STREET LIGHT POST NGA 3 EA. ,1,t tzdq. of the dotectaB" warning o � �txttP be taetreesr 6°`tend 8"fibra {he mutter' fl dine. # Gutter Retaining curt, flawline 1 (PER CALTRANS STD. RSP A88A v ,2 S'deewolk nod saint ttrickness, T ,shod be 3Cz i#' RccesSary rninern rn. Aft u, a Top of ramp 18 INSTALL R26(S) SIGN ON POST PETRAtil NOw 17435 R Ci TY OF R.C. STD. DWG. 401-B. 6 3 ® a r� ��®o' lain . . �+ .g ECR m Rat�tttcct {' t ! ,3.utitity pull bares, mrSnhCrlds,vaults and +all rettmk"r" to ili+y fcCitrtees. CASE t� & E MODIFIED) y - q °"l- '" "i within t boundariet, of the# curb ramp will be ✓allocated or v r a > ' W ^` adjusted to grade by the owner prior to,or in conjunction with, z " SOLID YELLOW LINE PER CITY OF R. C. STD. 133. 15 LF 15 22 . a d3.33x Max za:max �� curb romp canstructiaR. � 19 APPLY 12 a ` r •� c.. 'I 5ne Note 9 SECT ION 8-B pt` � ,�, ,4.For retrofit canditioRs,removal and replacement def curb apron „ 9 899 SF ____ _ A x �< •_ Depress entire sidewalk us reyuirtttt will be of the Controctar's cptipn, Lnless atharatise s~lata on CHEVRON LINE @ 25' Q.C. a Sicewolh o 4= project plans. Z APPLY 12 SOLID WHITE 45 CH �, �1b Retaining r» ", t.67' to 7.3� w ri o "�!� ° a RttCOSSar Canto to t. FROM WA W 1,408 LF curb i f r1 APPLY 4 SOLID WHiTE EDGE LINE PER CALTRANS DET. 27B. '�°" b cutter ceRte- apaciRg� DU fie,® c*, u #lawdrne mm. _ .. _. W ..,..� Sidewalk _ . .4 4r° °� ' TO HA VEN A VENUE 1� tote y--`_- INSTALL SIGN ON EXIST POWER POLE. 1 EA. 2 SCR ! z �� - �- Ra SE TRUNCATED DOFF where c flared �tc g SECTION C-C PATTERN tIN ILINFl APPROVED BY: DATE: APPLY 6" BIKE LANE LINE PER DETAIL 39 1322 LF 2� - side acture preside Approximate DETECTABLE side straight curb }. 'ra" DETECTABLE CITY ENGINEER RCE. �— i ;I Underground Service Alert aeR°F �°�.� linnet or sex_._._._..____ WARNttJG SURFACE w4-��, DESIGN RECOMMENDED f- 6 Crosswolk if provided _.._ - I �' CALL �?4 APPLY 6 /NTERSECTi ON LINE BIKE LANE LINE PER DETAIL 39A 772 LF @� " st*e to „� F• L W See d�oended -r- /�. Q eS� G� (!a rra66wat if rd tided E A1IL B Note I r-• _ r. ' o f ` i STA7c Of cAelFORMA 125 LF 2 TYPICAL aNE-RA�AF' GROOVING .DETAIL DEPARTUENT OF TM4SPORTATION Z MCA/MVA B. 1 q '- 1 �� No. 36637 c� L 1455 AUTO CENTER DRIVE N PAINT THE CURB RED PER CVC 21458 (CA MUTCD SEC. 3 2 ,� DEJA r CORNER INSTALLATION sac suITE zea � TYPICAL I"1NiD�Rltifa�P Q�thEf NSTA AT C) see Notes l oral 3 Nate a RETROFIT DETAIL NO SCALE Exp: 06-30-08 * DRAWN ` ONTARIO,CA 91761 SHEET °° PAVEMENT TRANSITION MARKERS PER CITY OF R.C. STD. DWG. 406 25 LF ® see tate , Existing curb and sidewalk 9dolein.9151 `- I I 'll Q- MVA /®of/C�f VIA Engineering ommu tis r Life www.madoleinc.corrr ®F N� /Vk a APPLY PAVEMENT MARKER PER CALTRANS DETAIL 37A 162 LF 2� ���rlkI �� CHECKED 36637 No DRAWING N4. NOTE: TWO WORKING DAYS BEFORE YOU DIG MCA DAT FILE No REMOVE ANY CONFLICTING STRIPE BY SANDBLASTING. PROJECT SHEET NO. _ __— J:1652-1872\streets\®ffsite\.stripina01.dwa.6/2/200181:13:51 PM.DJ - N BENCHMARK T B.M. LOCATED AT THE TOP OF CURB AT THE SOUTHWEST N SIGNING TRIPING CORNER B. OF CHURCH STREET AND HAVEN AVENUE N CHURCH STREET STA. 5+78.50. > ELEVATION. 56.01 >_ BASISEAR/ X APPLY 4" SOLID WHITE STRIPE PER CITY OF R. C. STD. 133. THE BEARING OF N 89' 54'45"E, ALONG THE CENTERLINE X R. C. STD, 1 J3. OF CHURCH STREET AS SHOWN ON TRACT MAP N0. 11428 FILED IN BOOK 158 PAGES 19 THROUGH 21, INCLUSIVE OF inLIJ SCALE: 1 =4Q 2 APPLY 8 WHITE CHANNELIZING LINE PER CITY OF MAPS, WAS USED AS THE BASIS OF BEARINGS FOR THIS (—� PROJECT. M CHURCH ST cn SEE SHEET APPLY LEGEND AS SHOWN ON PLAN LIJ 16 I II APPLY DIRECTIONAL ARROWS AS SHOWN ON PLAN PER CALTRANS STD. NO. A243. o mow, 15 10 APPLY DOUBLE YELLOW CENTERLINE PER CITY OF R.C. STD. IJJ. CQ PROTECT IN PLACE. `� ca 5 „ 5 - - - - - - - - - - - - W - - - - - - - - - - - - - - - - - - - - - - - � �Q � ` APPLY 12 SOLID WHITE CROSSWALK OR LIMIT LINE. ,✓ -,,. ,m._. wm.. 4 � INSTALL SIGN & POST PER CITY OF R.C. STD. DWG. 4 —B. _ ._ RELOCATE SIGN & POST AS SHAWN ON PLAN. 127+00 728+00 123+00 _130+00 131+OQ. _ 132+00. ti. 133+OD 1,34+00 - - -+ - - - - - - +- - - -i- -_- - - - -{ — _ _ _ T — — � ._�- - _ - - -f - - - - - -f— - - - -�� - - _ - - _.4 � _ _ {- - - _ REMOVE EX/STING R1 SIGN. w 6 12 INSTALL R26(S) SIGN ON STREET LIGHT POST. ..�o.v _ 401 B. CITY OF R.C. STD. DWG. 4 INSTALL STREET SIGN & POST PER i APPLY 4' SKIP WHITE LANE LINE PER CITY OF R.C. STD. 133. .. , .,.a. _.. .... m.mu INSTALL R 18 SIGN & POST PER CITY OF R.C. STD. DWG. 401—B. ® 15 INSTALL R18 SIGN & POST PER CITY OF R.C. STD. DWG. 401 B. 0 16 INSTALL R17 & R1 SIGN & POST PER CITY OF R.C. STD. DWG. 401—B. INSTALL R2 O SIGN ON STREET LIGHT POST " 18 INSTALL R26(S) SIGN ON POST PER CITY OF R.C. STD. DWG. 401—B. \ 19 APPLY 12" SOLID YELLOW LINE PER CITY OF R. C. STD. 133. I I APPLY 12" SOLID WHITE 45'1 50-IC CHEVRON LINE. I I I I 1 APPLY 4" SOLID WHITE EDGE LINE PER CALTRANS DET. 27B. INSTALL SIGN ON EXIST. POWER POLE. HA VEN VENUE .._,_,.,.._ DIST C TY R[H97C. lOTALTPfe41CCT N41'SiTikFT3 x 1 9, r' `IsERX�.� ppt�sStOk PtEG15T flE0�Iwf[R EHtIiNL[R S'x t 7" / w asses r I/ retr flctEve // ldoy i 2006 shabtlr�t�, 5aa +Laws APPROVAL oaIr rho We Cr OMTO or its arm"of Table 1 �s rm ae re x rarr rra of dwimia c0a"or RAS arc. Min 3"x 12"'retroreflesctive sheeting, See Note � �2'Max fagdtafGA s!`&9a A'tpflxr# �� � " 21/4"Min White Edge afM_ Paved - 21/%"min white SCALE. 1"=40' shoulder �#, See at� Qa:,t, a Na#o traveled y CHURCH S TREE T SEE uc Surface mount 2'to 6' Surface meant SEG SHEET T p Sol I embedded I I f ( I I I I I I CLASS 1 CLASS 2 II ( I I I II I I 36"Min where speed* DELINEATOR POSITIONING . �LEX�l3LF POST METAL POST TABLE I- DELINEATORS II II I I I I I I I ore " mlwher or lest'. RETROREEI_ECTIYE 'St ETING I Saes Note 4 TYPE I II I I CHAN ELIZERS FRONT' Soon .. I I I 12 DELINEATORS I _�E �Whi-ta Kthtte (Soo cs to 1) II II I I I I I I I F White None _ orange stripes ;;j c3 Yet t Nane® Wtrite stripes 4v Orange stripe YatEa�v Yelt (Saa tc� 1) _ Grange stripes 455' White stripes `� Rad N a White stripes t one Z iw +- 1- I I w r I a Roils . 45" 95" - -- - 'P a° t3aij_. �., Rails � hail-- NOTES:. " _ , .., _._., . w. .,m ._.. ,._ 48"llin I �, 24"Min •.,,� 1. active sheeting used an the back . � ,.._. .._..... -. _, ...__ .,._. ...._ wm�.. ..__._ .A...._ ._._, .....�. .�.v._ �.. .__w. �.._, __.....w ,.�... t �_ _.._ The•�retr�r'eft �� �a 6 �� � of delineator stia�lf 1ea 0`111111111.1m slier of 3 x 3 . � �9 rt' /y/� 26+00 TYPE IIT BARRICADE TYPE IT BARRICADE TYPE' I BARRICADE, 2. The typce of delineator to be Fnstc�Ited went Ikr? �"" L4+00 25+00 G7+00 ($esignQt@d on the plans.23+00 seg }° A T � BARRICADES (sem gate �� . All barricade stripes shall ratrorcflertEvG. 00+10 OO+ee c� 4 � i � only face of rails shown.Barricade z _z-=-�- r �� 4. see Stondord'Plan A73E3 far l�te4•at most Details. r� construction moteriols asci supports S. Unless shown otherwise on -the plans,or as Q as specified in the specifications. s3Eractad by the Enginoer, t color of the g nta Ear retrorefi channeilze s; shall sheet o yr he col " FABLE 2 -� �ARRICni�rs-� ohanne#lxers sthalt conform to the ca of nent the pavement-,�nar1<ings it u I . 2 BARRICADE TYPE r TYPE 11 TYPE 6. Except,,Class 1 (Flexible Post) to orary delineators and tompar y channel zers In ward zones shall be orange past with white retraroflacttvrs Width of Roil 8"Min - 12"Max � 0"Min - 12'"Max � B"lain 12"Max 9 sheeting. _ Length of Rail 24"min 24"Min �I8"Min yg 16 ti I I width of stripes 12 I I Height 36°"Min 36"Mtn 6o'°IAEn 12 9 12 ( 17 I Number of S if facing,traffic ErT one direction STATE OF CALIFORNIA I I Retroreflective ? (one each diroction) 4 (two each direction) 6 If facing traffic,ln two direction DEPARTMENT OF TRANSPORTATION ltcstl Faces x For thew n Option dimensions ora nominal-lumber,-dimensions. AND BARRICADES * For rails less than 36"" lone, 4"wide=stripes shall be used. ANF_ NOTE A: NO SCALE. AW Mff--70 A#0 N 400=Apm � A Lm Barricades to have a minimum of 210 square Inches of ratroroflective area facing traffic when used %,'%E ff 41an fraaoys,expresutmys, d other high speed highways. 2 D® ACK DESIGN RIGH OF FRONTAGE �NPN 1077271-03, 04 DUE DESCRIPTION of REVISION DATE APPROVED CITY Of RANCHO CUCAMQNGA AV TRA .ir NO. 17435 Allb A11111111h PLMAO Z SIGMING a V TRIPING AN HA M EN A M F &"'h CEM 7 ER A" W I- W :2w O cr_ APPROVED BY: DATE: Z-2-JO-060 R� ®� CITY ENGINEER CE. W Underground Service Alert e L / .� W CALL ,�4�'0�-� AFZ�, DESIGN RECOMMENDED ® w No. 36637 m MCA 100 MADOLE1455 AUTO CENTER DRIVE N SUITE 200 r`' 00 EXP: 06-30-08 y� DRAWN ` ONTARIO,CA 91151 SHEET 909.937.9151 r Q- En ineeri Ca mun.t. for Life www.madoleinc.com i �227-2600 �T Cl MVA/DJ/CV/Ail g ®� to �U AI-\FQ CHECKED ► CE No 36637 DRAWING NO. JVVI 7) TWO WORKING DAYS BEFORE YOU DIG MCA FILE No iv DAT PROJET . ____ F____ J:\652-1872\streets\Offsite\strioina02.dwa.2/13/2008 9:05:08 AM"DJ INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATEIF X = 10' USE THESE DIMENSIONSN R A L Nm T Ema" * IF X = 11' USE THE DIMENSION WITH OTHER X DIMENSIONS w "I 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans and Q CROSSWALK, E.G.R Standard Specifications dated May 2006, as shown on the plans and in the Special STRIPE Provisions. DOUBLE YELLOW STRIPE OR OR MEDIAN CURB FACE LIMIT LINE w 2. Traffic si ns, stripes and legends per CALTRANS Traffic Sign Specifications, California . g MUTCD, Maintenance Manual, and Standard Specifications. Conform pavement legends 2,* to city stencils. Reflectorize all signs, stripes and legends. FIVE SECTION SIGNAL HEAD s 3, Pavement markers and painting procedures for striping per Standard Specifications for THREE SECTION 8AB9A _ffBB! '"� Public Works Construction, latest edi ion. SIGNAL HEAD REFER TO PLAN FOR REMAINING LOOPS * 51* fi 4, Locate all substructures prior to construction. Hand dig foundations until clear of X obstructions. Coordinate pole installations with overhead utility or substructure owners. G LEFT TURN LANE �' Phone Underground Service Alert and concerned utility companies 48 hours prior to construction. Location of utilities and substructures have been shown from a search of '* The Contractor shall conduct his operation in such a manner as to ` Q ®rotectlenot co only the utilities and substructures shown, but other utilities or substructures 8" WHITE TURNING LANE LINE Ci hat are not shown on these plans. X-6' m 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final TERMINAL COMPARTMENT 2 placement. Perform preliminary striping layout prior to loop detector layout. C 0 M N U` ° ins shall be 12", ullboxes No. 5 and conduit 2" rigid metal except as L U 6, Vehicle indications P shown. M.-Mit AM 10 6' OL m FIV 0 1 Him oKANAL ri Q 01=%0 1X (EXACT LOCATION Y ENGINEER IN THE FIELDS 7, Electrical services shall be 12Qvalt/240volt. Provide circuit breakers for .signals one 5Q INSIDE THROUGH LANE amp metered) illuminated signs (one 15 am metered), and safety lighting (one 30 amp 0 watts or portion thereof unmetered). Coordinate service details and scheduling = A", a Eft soon IL MAW& oft Main own An mmAr " EN I Im Numh I AIL per 120 well in advance of need. X-6 8, The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be the INSIDE THROUGH LANE 2 Contractors responsibility to provide the correct conductors required for the intended 4" LANE LINE OR 8" TURNING LANE LINE operation. 3' NOTE: NOTE: ALL SECTIONS 12" ALL SECTIONSNOTE " ALL SECTIONS " 10 6' OUTSIDE THROUGH LANE ALL SECTIONS 12" of 4,d! n T " —' 1 " 16%Y2 k�v_ - I - o____ _�] — % El Y Y 6 6' 1' 1' U4 • YN7A A A G 909 947-8269 ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY C G G Le GAS - SOUTHERN CALIFORNIA GAS COMPANY C ) 800 227-2600 A A PHONE - VERIZON CORPORATION (909) 608-1230 - SBC (800) 227-2600 C to T V %wir MIMIN Ls a "a U It= IL WATER - CUCAMONGA VALLEY WATER DISTRICT (909} 9872541 Lvff T A t: A S 5 A &1% ML M "-a a a 'MSEWER - CUCAMONGA VALLEY WATER DISTRICT (909 987 2541 r%Man Ran M nE=m '& IL "C';&9 9ED E"Im A I L "A' L;r. I AIL ts IJ I A • ` ELM` ` UNDERGROUND SERVICE ALERT (800 227-2600 L N R,Y,G = 02, 04, 06 or 08 REFER TO PLAN FOR DISTANCE YA,GA= 01, 03, �►5 or s�7 TO ADVANCE DETECTORS ""N L SINGLE INPUT REMOVABLE 16 EMERGENCY VEHICLE STEEL CAP 8,-0„ PREEMPTION DETECTOR ARM LENGTH 60" 24 1 N OL*J&E XA P 0 Fm S&Ina E E Tls` SEE — 48" "SIGN TAB" / DETAIL _ _ + i 1 OF 3 TRAFFIC SIGNAL ELECTRICAL DETAILS f 2 OF 3 TRAFFIC SIGNAL PLAN i e Church Street and Center Avenue PELCO AB-0121-29--NPT-ALO IC70T W/5E-0577-GLV 3 OF 3 TRAFFIC SIGNAL PLAN O MW COUPLING FOR Church Street and Haven Avenue SIGN WIRING (NIPPLE CONNECTORS T BY OTHERS} MAS6 $—o " 6" 8' NOTE: LB CONDULET, STO CABLE, HANGING H Q ICU HARDWARE SIGN BY OTHERS AVE HIGHLAND V A CT. FISHER DR. 1 v£ ARM TUBE SIZE GENERAL NOTES1 TM SIL EEf LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFlCATIONS vroRlA P LANE 15 SHAFT Steel of 48,000 psi minimum yield after fabrication 8'_0" 2 3/8" x 3 1/2" x 11 GA, S GUM MW a MA;tiii I nAwl - BASE PLATES ASTM A-35 Steel ASTM A-36 Steel 0 FLANGES Main ROAD ARL It IjqhI0N5 r K a a ON _7111W 4K 64LTSP PIPE MATERIALMSPECIFlCATIONSrade "B'Steel —ME.UNE 1� NU'TEna P EC";&I A L P R U v b UNE mvulm I lrq%x %OLAmr rVK /TM A-307 BUTT WELDS Ground flush with base metal `" Ta aloft 'A' Oft ALR E: V M E INH b TWUKK A 9 MY F I L (AS } LONGITUDINAL All welds shall conform to AWS D1.1 weld ,� TE mE 'or mmin OW wan ft 0%Wft"M MP 11117"IL M-__ _W_a lu I IV SIGNAL POLE WELDS specifacation 4 .01 MIujM SVIF F F I I%wo A L Ulm I C DIAMETER AT a" AVENUE THE/f/� ENLEGINE EE R a 2IA ABOVE FINISH COATING STRUCTURE Hot dip galvanized per ASTM A-123 A 111111L 5 FIL1:a TOR AtC'T N Ok a 17 — FINISHED GRADE ` HARDWARE Hot dip galvanized per ASTM A-153 FOOTHILL �y 1HI DESIG CRITAM ERIA STRUCTURE & In accordance with the Specification for Structural W EXIST. C & G 4" CLAMP HARDWARE Supports of Highwayy Signs, Luminares and i Traffic Signals. AASHTO 1994 ARROW RouTE ITY EXIST. C & G C WELDING In accordance with the Specification far Structural 15 1 1/2" DIA. Supports of High wa Signs, Luminares and N0. DESCRIPTION OF REVISION DAT APPROVED O 1 " DEBURRED Traffic Signals. HTO 1994 gF (�y NK N t; I T -0- F A N C H 0% U C A M 04 N Go" ffR}A GAB. F_ 88R8t 3 W CAB. 2 SIGNAL POLE CLAMPHOLE IN to migns 4 4 " PAD n 6 DIA. HOLE IN TR " F"`I C I A L 6MTH ITT A Ulm 4 p 3" CLAMP SUPPLIED r / 4 g WITH A TYPE "F" ARM _ _ "AL DETAILS 1L 4 VARIESRIA —1 Tv , 3 —16UNC BLUNT f� 10 ® _ + POINT TAPPING E L E C%o 3" / SCREW (PILOT HOLE RAD. (HOLD} 4 ool/ H H SECTION TO BE FIELD AS REQ'D. _ �iT oo PLAN DRILLED) '01F&On ML E RP f E MR- A a 1" DIA. HOLE RAD. 1" 1"NOTCH OR DRILL W/GROMMET 4 2 FOR DRAINAGE IN POLE s" DIA, QRpFESS/ APPROVED BY: DATE: �E� M MOM OF (FIELD DRILLED} 16 DRILLTRAFF10% SUGMAL �® S. �` CITY ENGINEER R.C.E. 24953 0 I T rt: K AB I CLAMP DETINIMINON wain,& wift main if Mft if Am Ntl 1Miii %jUNL)AiivN ANIN) AIL SIGN TAB DETAIL ////////////// ��G �s�� DESIGN RECOMME ED z ///,/ ; 4a. Imut;A-1 lun mptrOP A 0E) mw D,&a IME T A I L M AL Miafson oftm M —' Na. 13493 L.S.E. CONSULTING IN' JACmmmsofm J Exp. 3-31-09 DRAWN 2070 Locust Court SHEET M E 15 'm KMSan Bernardino, California 92404 OF r* H U n AL%JN I RIME A MOT TO SCALEs�q clV1\ IN, Aft L.S,E. Tel; (909) 864-5406 Fax: (909 864-5047 N`1 ��®F UAL CHECKED DRAWING NO, 4. WRENCE S. ® R.C,E, 13493 DATE 0 C7 RED ff Is rVar'sLEW. ANm ww" E%Ao')U I P Mm ME—`EM awls O%Cm mN=NftULjI L SIGNAL DIMENSIONS MOUNTING04 EJU PED PUSH %0%0 LO I %OR 111110111111 Moak m m A A EM A%oft A#V&,0W&&m0ftM 0 F H A o 1: U AUK MAL MA.W.G. SIZE %PHASERE LEGEND E A_ -DESCRIPTION SIGNALLUMINAIRE p L I L T I ARM POLE ARROW L I 1 ARM MAST ARM I L ORNO.N®° 1 7W T , , — — — 'k 200W SEE BELOW CABLE 1 26-4-100 40 1-Ei 6 P P N SV-2—TA 1 1 1 1 ® POLE _ _ _ _ 1—A _ _ 6 P P N _ TV—1 —T SP-1—CS 8 1 — 1 1 1 — — 15 15' 3' PLAN P N SV-2—TD SP-2—T '� 20QW 6P 6S — PPB POLE 1 1 1 1 1 NOT 19-4-100 25' 15' 3' — 12' SV-1 —T MAS SP-1—GS 8 2QOW SEE BELQW 8P' POLE 1 1 USED 9 _ _ — 8PPB 2 2 2 — — ^ S 10 20 40 1—A 3' 15' TV-1—T SP-1—CS 2 2 POLE 1 1 70 0 _ — 2P 15 — 12 3' — 15' SV-1 —T 2 20OW Church S 8PPB 1 1 1020 1 4 , , _ — SV—1—T — SP-1—CS — — 20OW — 8P POLE 1 NOT NOT I — 15 15 3 10 S 2PP6 USED USED 4 1 1 I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM PER DETAIL ON SHEET 1 OF 3. INSTALL HOUSE SIDE SHIELD PPR POLE 1 1 POLE POLE (2) DDI 1 1 1 Center AVE Center AVE TO 2P POLE _ _ 7700 7700 IN 1 2 3 4 2 1 7 BT BT TOTAL CABLES 12C/3C 1 3 4 1 6 EE -= PERMISSIVE LEFT TURN MOVEMENT Center�• AVE center AVE s. 2� 2 2 2 2 - - IN CONTROLLER ASSEMBLY 12 I.I.S.N.S. INSTALL JUMPERS 7700 7700 10 LUMINAIRES 2 2 2 2DDIDDIDDIDD 2DDIDIDIDIDDI 2 DDIDDIDDIDD - FOR ASSURED ANTI-BACKUP TO PHASE 1 . FEBT FEBT 01 DETECTOR 2 2 2 02 DETECTOR 3 3 3 3 TYPE 04 DETECTOR 1 1 1 C 06 DETECTOR 2 2 2 D.L.C. 008 DETECTOR 1 TOTAL D.L.C. — — 5 8 3 3 9 EVP CABLE 1 2 2 3 -- — 3 3 3 3 3 2 1 2_3 ' ' PRIVATE DRIVEWAY t;VNL)UIT SIZt IN. 2 2 2 PRIVATE DRIVEWAY :..:......::...:....:+ FIN c :::::::::::. EXIST. P.P. TO END OF CONSTRUCTION t; : ; : '' EXIST. LUMINAIRE TO ` { _ REMOVED BY SCE 1 600'± FROM OF CENTER AVE. r. 39 23 E REMO E LIMIT LINE .............. :.. ........... ....:::....:.................... r.:-:::::;:::::-:a 2 G 4 DLG ..:::;:...:............:::.::::::. ::. ::.... Ai:.:'.:::: ::° ::`L 1.5"C, 1 DLC ;: :' ....:.:..... �:::::::::;;:..... . : : :: :a:::::-::::: ; : : :::; JOINT r: ............ :::::. ::::::::::::::: a TRENCH ........... ................... ........... a. ✓ .� ' ' w. .. ,��. .— i -------------- ---------------------- _______ _- ----- --OHE-_ _____. ------------ __ ______ __________________. OHE-_-____--_------------ ------_-_ -SNE a 4X8 L.y - -OHE--' J: $.: �.� o t�2 ® 8P ^d- ' 08 � �6P _____________________ _____-- ----________--_-_----__--_--_-_-____ ___________ _ _-- ---__---_----___-----__ W--_-_-___-__ -- -_-_- = 50 d' N --------- ------------------------ --------------_--- -------------------------------- - -------- W -------------------------- ----------------- - ------- - --- -- -- - --- - -- W-----------------------------------r---------- W ------------------------ W W " " - •.- ----------------------- W ---------------------- -;� - ----- W --- WW N d- t " 6 06 � " , 205' TO BACK � N '� N �6 OF CROSSWALK DETAIL N1+06 "MAS-5A' _____.-___ ___________________________ ________________ _ _-----__--_-_-___________ ___________ _____________________________________________ ________________-__________________________________®____________ __ ___ __________________________________________ _ - - `— JOINT TRENCH ------ -__- ---------------------------- ______________ " " N ® w°- 205' TO N _-----_ 02 04 d- 04 LIMIT LINE r � !------------------------------- ---- p.a. i 713"S L _________ _____ _ to __--------------________-- _-------_-_------_-____ ------------ __ ____- N ._----_------�, _--__ ___ ___- _ --- DETAIL-"�"_________ !_____________________. -____ ________ ___ ________________________. �y ------------------------------------------------ W______________________________________________. W ._______ ____________________________-_-_. _____-__ w —r---- W - _ - _r_ - - _ W _--------------------- -'�" - - -------------- W ---------------------------------------------- W W T- _ - ------=- ---- _^---- W " 1 _----_---- ---------------------------------- _________r__---_-___- ._________-- ----------- 91 _-- __-- W -------------------------r------------------- W---------------------- -- -- ------- ------- W__---_____ -- — 1 W W W W _ ------------W--- ------- W ---------------------- ------------------------- ----- ___- - 1+06 02 .;, �=Z=® w , Y� �';:.........+:. .•..............•........... :.. 0 r.... " 4 , N _ ,8 8 .. ... ... r.•rnrn. / �� 1 ...mmme•mnrt48MENNEW MOM .......................................... .. .. ....... ..... 0 w ....................................................... ...... ...... ......................... ... ............ . . 1.5 G, 1 DLC 1 . .: :::'::':::`::': ::::::'::::. ;:: ,�:•.:•,' �. _ _ : ;: ; ;;,:. :` TO CONTROLLER HAVEN , APPR X 4 ' AVENUE APPROX. 1320 LIMIT LINE mI----------------------- _� o " _ __ _ __________ --®cR 2„C 2 10 LIGHTING) ECR 1 1 3 2 12 I.I.S.N.S.) ; 11 2—S-08 0 „ 2$6 SERVICE) 1 r ---- 2 C 2 8 G.F.C.I.) CORMLL 1 U rz T lot—C;&T 0`11ft S kom%i HE Em D sum L E 1 , 1 1 o , 1 1 &Tom aft SENSOR CONTROLLER LOOP PER %,;UN5TKUk; 11 VA#F%N "AwNU DETECTOR ' SCE HANDHOLE NO. CHANNEL INPUT CHANNEL 1 ' H (POWER SOURCE) 1 DETECTOR RACK #1 Furnish and install 8 phase NEMA Type "90” controller assembly with 1 : :.`.I orc(A m L wftmft%&j 0 VN* r%JK detector sensors, battery backup and auxiliary equipment in a Type "R" 3 UNUSED 1 :1' 2' 22Al • 1 1 -S-03 cabinet. Canstruct foundation and pad per sheet 1 of 3. See Special 1 THUS WO"mr- MM' ARRE ONE OrmiLt: IN 2 1 —N-04 4 1 3 33 Provisions. Exact location to be determined by the Engineer. OWE now, 1 1 ®E® �1 1 1 1F I Aw& T Furnish and install TYPE III—BF Service Equipment Enclosure with oneWER -j 50A IP circuit breaker for metered siggnals, one 30A—IP circuit breaker • 2 1 -W-.-02 2 2 a for unmetered lightin and one 15A—IPEs's 2 circuit breaker for metered 1 1 N-07 7 UNUSED o I.I.S.N.S. See Special Provisions and City Standard Plan No. 407. 3 " _ 8 1 � `J Furnish and install 3" conduit & 3#6 service conductors to SCE power 2 1 -S-08 YJ ' LO 2 1. a ;; source. 1 3-W-02 I m Furnish and install single input EVP Optical Detector on signal mast arm 4 2 1 -E-06 2 00 ' Plan per detail on SHEET 1 OF Phases shall be as shown an the 1 2-S-03 11 My UNUSEDDATE ' U w Furnish and install R10-12 sign (36"x45") per CALTRANS Standard ES-7N, 1 �ry 2 2-N-04 12 UNUSED NO DESCRIPTION OF REVISION APPRM Y/ 1 l_ 0 04 Detail U. i stall R3-4 sin 36"x36" er CALTRANS Standard ES-7N, IN AN M N to A M V N%#%m A 1 2-E- 01 3 I; 1 3 ' Furnish and n g ( ) P0mv Detail U. 2 2-W-02 10 4 1-S-08 - UNUSED 1 2 N-- 7 1 Furnish and install 2"C FO cable. Furnish and install #6 pull box atTnAlEnrl%w� blU AL L A N' 7 maximum 600' on center and at turns and crossings. 2 2-S- 8 16 2 El — Furnish and install 2"C w/o cable. Furnish and install #6 pull box at %OHUKUH b"'IR mEET 1 2-W-05 13 UNUSED maximum 600' on center and at turns and crossings. 8 ANU 2 2-E- 6 14 4 E — Paint "SIGNAL" "AHEAD" markings. 1 EVP �► EVP 3 t;t:NTItK AVt:NUC- 9* _ " 1 Furnish and install W3-3 sign (36"x36") per City Standard Plan No. 401—B. Q, 2 EVP 2 EVP 4Lo W DATE: 1 EVP EVP 5 — z 11 Furnish and install R9-3a on street side of signal pole. Q�pFESS/ APPROVED BY: — * " J S. ESS CITY ENGINEER R.C.E. 24953 G 10 2 EVP 04 EVP 6 UNUSED ~W:E �4�t� �� ® DESIGN RECOMMENDED z * EVP DISCRIMINATOR Na. 13493 —' L.S.E. Ld In 1 Exp. 3-31-09 �. DRAWN 2070 Locust Court SHEEP �- L.S E. Son Bernardino, California 92404 C 1 V 1� `y`Q' Tel. (909) 864-5406 Fax: (909) 864-5047 of 22 T� QF CAI\\ GHECKED DRAWING NO. o 219 LAWRENCE S. S NH R.C.E. 13493 DA POLE SCHEDULE CONDUCTOR SCHEDULE %m0VNUU%Amp I UR S Cm'f` H E D U L OEM RUNS 1_E_�8 STANDARD I.I. .N.S. SIGNAL MOUNTING P.P.B. ;r_-, r_-, III•::'' LUMINAIRE PED. PHASE REMARKS A.W.G. clRcufT I ; Na. TYPE HEIGHT IG. .A. LU .M.A. LEGEND VEHICLE /y\ A.W.G. SIZE PHASE ---- - :a::: AN%L ORZ ®- _, ' 12' 2QQW H PS A1 26-4-80 3Q 4 G;o400st MAS MAS SV-1-UM SP-1 CS 4 0 1 3 3 CABLE SIZE 1 7A1 — — 0 2 3 3 3 s 1 ::{;: ' `�: I �- 2 15 30 — 12 2QOW H PS SV-2-UM SP-1-CS 6 3 3 3 3 3 3 3 3 3 6 6p POLE 1 1 1 o I 3 24-4-80 30' ' 12' 20QW HPS "°7600 — MAS SV-1-U SP-1-CS 6 0 4 3 3 3 3 6 1 1 1 o 'PPB > 4 15 3Q - 12 2QQW H PS SV-1-UM SP-1-CS 8 3 3 3 3 POLE 1 o : s Church St _ _ 0 5 3 3 4P �: N _ MAS MAS SV-1 U SP-1 CS 8 3 3 3 6 6PPB 1 1 1 1 5 26-5 Q 3Q 5Q 15 2QQW HIPS 10500 0 6 3 3 3 3 - - _ _ _ 0 7 3 3 3 TOTAL CABLES 12C/3C 1 2 2 2 � w 6 1 —A 1 ®' — — TV-2-UM 2 Ips s 3 3 3 3 3 3 3 1 2 2 ? 40' 4a' :�:: 0 7 2 6-4— Q 3Q' 12' Haven Ave _ 0 2QQW H PS „o® MAS SV-1-UM SP-1-CS 2 2 PED 2 2 2 2 12 I.I.S.N.S. - 2 2 — 32' 32' w 8 15 3Q - -- - — 2 2 2 ' 12' 2QQW H PS SV-1-U SP-1-CS 14 04PED 2 2 2 2 4 10 LUMINAIRES .a... 4 2 2 2 2 Qf 6 PED 2 2 2 2 2 2 2 TYPE 04 DETECTOR ��}�";•�� 14' 12' 12' 11' ;14' � 2 2 2 2 I ; :.:::: 1 0 8 PED 2 2 2 2 2 2 2 C �7 DETECTOR 1 t D.L.C. TOTAL D.L.C. 4 4 4 4 1 �::: 2 P.P.B. 1 2 2 1-E'-� ,. : a. 2 EVP CABLE PHASE DIAGRAM 0 4 P.P.B. 1 1 0 6 P.P.B. 1 1 1 1 1 FIBER OPTICS CABLE 1 2 __� ; 8 P.P.B. 1 1 2 2 2 2 3 3 3 2-3 P.P.B. COMMON 1 1 1 1 1 1 1 1 1 2 ' I.... `O ' SPARES 3 3 3 3 3 3 3 3 3 6 REPLACE EXISTING CONDUIT RUNS 1,2 & 3 WITH NEW CONDUITS PER THE ABOVE a TOTAL 14 13 22 22 13 22 22 28 32 38 67 CONDUCTOR SCHEDULE. :':{' I ' # x 1 W 1 2 3 4 #12 I.I.S.N.S. 1 2 2 2 2 2 2 2 2 2 1 r ; 0 1 3 3 3 I :::. 2 2 1 :$....: �--� 2 2 2 ° ► ° 0 3 1 I 0 4 2 2 2 2 D.L.C. 5 3 8 :� 3 '`� as ' ' 5 6 7 2 3 3 3 3 3 `•� • r 2 2 2 2 2® —08 � 8 2 2 2 . �. �r-- I { I 1 ' 2 6 6 10 10 19 :; � I ► ° 61 TOTAL D.L.C. 4 4 7 K ' - LUMINAIRES 2 2 2 2 2 2 2 2 2 4 7 ♦ -. ----------- P.; A ; �_: '. 2VfC 12, 1 DLC 10 COMMON 1 1 1 1 1 1 1 1 1 2 _®_® , --, ► ; TOTAL 10 3 3 3 3 3 3 3 3 3 ;G �- : EX. SERVICE CABfNET , '�... L__, 7 . - �4 ; �4 :::�.::: ;.:::.. 8 EX. CONTROLLER Ex. 1.5 c, 1 DLC 6PR.I.C. CABLE - - - - 1 1 1 1 1 1 5 r ���� :.. ..:.:;'::'::. ::.:;:. 1 �'..;...... ww ww OPTICOM CABLE ,::::A:..... �• .... �...::: ;'.:. w ww w ww ww 1 1 2 3 :....... ... s! pa » » is 98 1 88 » s# w w w ww ww w »`;: 7; ; :`-:-:-:02 ? ri' _ — _ _ _ _ _ _ _ IT SIZE 2 .. 2 3 '� 7�'• .............................................. ...... ....................,..,......,,.».........::::::::•:r.air.•::..::t:: 2I;x 2 3 3 2 ... 2 2 2 t C OND U 1 t ————— 1 _ „,.... ____ t �'' — a:; _ 1 1........... . �:w. _ ___ _____ ......................... V AND DISCARD ALL EXISTING CONDUCTORS, CABLES AND D.L.C. S FROM _______ ....-.,. _____®_--_ _- _ - ___moo•. -- -- _ - REMOVE CONDUIT RUNS 1 2 AND 3. INSTALL NEW CONDUCTORS, CABLES AND D.L.C. S IN �,. z-s 2 CONDUCTOR SCHEDULE ABOVE .............................. ' :'. :�: : , IN CONDUIT RUNS 1, 2, 3 AND HOME RUN 10 PER C ' _______________ RIGHT. --------------- ---------------------- _____ 2___ _____________ ' .____________________- ____________________ ' ____________________ _____ -____________________- ---------------------- ---------------------- -____________________. _________________ ___ __ ___________________ ______ { __ --------------------- -------------_______- -------------------- ---- ---------___- --__-----_------------ ------__-----_______-- ------------------------ ._---___________^___. .___-__.per________ _ _ _ r ti`__, 3-S%--02 T T _____-- __-_ __-- -___________________ T ----------- (0 -________ 1 ° 4 1 Yl - { _ _ -____________________- .__-_____-__---------- -_ ------------------- -_-- CD ._________________ - T _ ____------___,.____- ____________-- ---__. °__ -__ 11 __ 7 _ -_____--___-- r -------------------- T --------------------- ___. 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DETECTOR INPUT ' ' / t r 1 1 1 1 —S-02 (3) 11MILEem TmKmk A T V` If vEm -- OPTICAL MODEL 562 2 1 —S- 5 (2) DISCRIMINATOR 1 1 , 1 P I 1 1 I 1 1 —W-04 (2) � 1 1 1 t 3 i 2—A-04 t ' ' :a:f z 1 —W- 7 (1 } ' 1 1 —E-08 (2) 1 g P 1 , P t 1 2 1 —E -03 (1 ) 1 "� ' MY , 1 t 1 1 2—N— 1 IOF REVISION DATE 1 PTION APPRM 1 (3} 14' �12' 12' 11' X14' 5 1' 1 1 IE-m mks M MV 2 2 N- 6 ( ) k; IT 4 ' ° 1 2—S-05 (3) 6 "m LA" 2 2-5—�2 (4} y 1_ ? 1 1 ! 1 TOR AmF F I S IUAO'&ON A L MOO&=DIFILAO';b'A Pow 1 2—W-07 (4) 1 1 7 I: ,32' 32' baft T OR MEET 2 2—W- 4 ( ) I ' 44' 44' w oAL 1 2 E 3 (4) � � ' :'� t—N 8 2 2—E-08 (3) z L-w�- wU . 1 3—N- 01 (3) HAVLN AVtNUL moo p i 9 2 ESS/ APPROVED BY: DATE. h 2 3—S �5 ( } r ° 3 1 ®�-;¢ S° ESS CITY ENGINEER R.C.E. 24953 O 1 3--N- 06 O ' ' ' I O �` 2 � X ts1 � �� F� ® N RECOMMENDED O 1'0 2 I'::;:': o r-- X:x �3 X ca ` ' DESIGN z ~ z _, L.S.E. � w No. 13493 �- 1 OPTICOM 01 & 06 ' N i a Exp. 3-31-09 1 1 P P DRawN 2070,Locust°Court SHEET 2 OPTICOM 02 & 05 ' t dftk San Bernardino California 92404 1 II f L.S E. h' `��' e1Vt� oQ' Tel: (909) 864-5406 Fax: (909) 864-5047 of OPTICOM 03 & 08 qT �' O 1 1-W-�84 1411PIPMT OF CA1.eF CHECKS DRAWING NO. 12 ADA Ir- 2 OPTICOM 04 & 7 NREME S° SEN R.C.E. 13493 DATE 0 O BENCHMARK T,B.M LOCATED AT THE TOP OF CURB AT THE SOUTHWEST CORNER B.C.R. OF CHURCH STREET AND HAVEN AVENUE, CHURCH STREET STA. 5+78.50. ELEVATIONBAS® ,• 56.01 , BEARINGSS OF THE BEADING of N 89' 54' 45"E, ALONG THE CENTERLINE OF CHURCH STREET AS SHOWN ON TRACT MAP NO. 11428 FILED IN BOOK 158 PAGES 19 THROUGH 21,, INCLUSIVE OF R1—1R3_5 PPS, S USED AS THE BASIS OF BEARINGS FOR THIS M4--10(LT) W3-1 �- GENERAL NOTES DETOUR APPLY LEGEND AS STOP �.. SHOWN1Cf) . ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF G20-2 NLY M4-1 O(RT) TEMP 4" YELLOW � PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO W44 DOUBLE 4" SOLID I W i' �� � DETOUR SOLID EDGE LINE i IMPLEMENTING DETOURS END I ROAD WORK YELLOW LINE 0 4 SOLID YELLOW I ExrST. CURB K-RAILS 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF EXIST EDGE'OF � JOIN EXlST7NG � GUTTER EXIST DOUBLE 4" PAVEMENT +•.4 FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ` EDGE OF N TEMP. 4" WHITE W mm __. ^ _m _o w _ -. _ .. ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. SOLID YELLOW LINE 8+.50 ` I Q PAVEMENT SOLID EDGE LINE � --�-.- _ . ._.. _ ... ._. �_ ._._- _ . .. ._.... . -.��. ._.._ _....._ �.�mm.,..... � AST JoN TO �XTST + -- _ . _ _ _ _ _ . . .. _ . __._...m .M.. _ .._ v_ PING - � INSPECTION COORDINATION SHALL BE REQUESTED A STRIPING' _, ,. ^ .. . µ�.� . , p w.. .. ,. .. �.......,. -_..-w __.- • ..._ ....-�. TWO WORKING DAYS PRIOR TO THE STA RT OF ANY WORK IN . . N a PUBLIC RIGHT-OF-WAY WIT HN THE CITY LIMITS, CALL (909) 350- - _ - - 7610 y - E-- _. . .. ,, ,, � ,. � � -x'00� _�'� �� Z W 16 TRAFFIC CONTROL - - 3. +Oo !� .r� � ,, � ,,, ,,^� 15toa ,. � , ,� ;� ;_._.� _� _ -�- — THE CONTRACTOR SHALL CONFORM TO ALL = - 11+00 12+0 '�'�' TE � : E STA 10+00 - t3 METHODS AND PROCEDURES DESCRIBED IN TH ''�"� - ---,-- i �` POLICIES, 9+00 — — —,-- o; ,, ,� �� � � RK .AREA 8+00 -- — — — — —{---— APPLY STOP R , WORK � oO r. , -- w CONTROLS, LATEST NON- - I AND SIGN ° OF CALIFORNIA MANUAL OF TRAFFIC C , -{----- -- -- - , �, Y THE CITY ° METRIC r- s :' LESS OTHERWISE DIRECTED B c� z ____q EDITION UN m —i ...�► o ° K-RAILS - - - ® - - - - _ _ _ TRAFFIC ENGINEER. _....m . . .. ... m �� _. _.. ,.�®. .....-. ..w_. .�... _�. _.-. ..._ , . ...-w. ...__.. ._.m.M. �. ., . .,., .uN......,... tiw..^�:a. .......... . . ,. ---,-,-. ; I.. 4,�=. / ..._. 4. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT A LL + �� v ONE WAY CLEAR TIMES UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC - TOP : I - APPLY LEGEND AS I REFLEC77VE ------. � . � ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN THE EXIST: CURB SHOWN �+ MARKER (TM) ` � & GUT7ER I ; - ROADWAY IS REDUCED TO A SINGLE LANE OR WHERE TRAFFIC Q) ' R3-1 MUST STOP FOR MOVEMENT OF EQUIPMENT. R3-5 I N I PRI VA T STREET K)kL 0 CK A VE W44 I l 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO I II b r- MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC ROAD ONLY I I I C� � CONTROL DEVICES AT ALL TIME. > NARROWS - _ I fi. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND W3-1 R1 1 _. . _.. R1-1 �w ._ �0m tlm .m.� MAINTAINED TO ENSURE PROPER VISIBILITY AND OPERATION OF ROAD ��STOP I I STOP _ t- q ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. a WORK I I I I I "q 7. ALL EXISTING SIGNS, STRIPING OR PAVEMENT MARKINGS THAT DQ �° I I I N m �I I AHEAD W5-1 STOP I II I2-7 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE ARE IN CONFLICT AND/OR NO LONGER APPICABLE SHALL BE NOT I I •• PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, __ _. ._... .. REMOVED. ® .W.,,t THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS PASS I m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON g, SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE I I I I I I p R11-4 ON c�'ry THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FQR W20-1 C THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. EDGE OF THE TRAVELLED WAY, PORTABLE SIGN STANDARDS R63 I I I I I I� � M4-10(RT) BARRIER SHALL BE TIED DOWN OR WEIGHTED TO PREVENT TOPPLING, I I II II THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE IT.m,__. ..- _ .m_ _M_. m I I I o I I JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY 9, THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS :. _._.- . . -. .. _. ...- - ..=.W. LY CONTINUOUSLY AND NOT BE LIMITED TO D z OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APP SUBJECT TO APPROVAL OF THE CITY TRAFFIC ENGINEER. I I I `'`� I m NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE Am= I OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC AV mmp� 1 M - _.-. _....� CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY � � _ OR THE ENGINEER. SAFETY EQUIPMENT MAY BE REQUIRED BY THE CITY TRAFFIC tv tv R6 2 ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER ENGINEER. tv =H S m II CD R3-5 ONLY CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL 10. ALL SIGNS SHALL BE CLEARLY IDENTIFIED AND DELINEATED --� I I a DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE AV MN AV 1: M O O M II I z ® RESPONSIBILITY OF THE CONTRACTOR To NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING WITH CONES, PORTABVLE DELINEATORS AND/OR BARRICADES' (;ON UC %,,FN PHASmw -1 �' �' f I II m o OF WORK MEANS ACCEPTANCE OF CONDITIONS, ALL CONES SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT Q -y II II M --t PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36 INCHES I I I W3-1 R5-1 CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. I II TY IN HEIGHT, I CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. 11. ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED. CENTER AVE STOP 12. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL t I CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 13. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139, 14. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A" ROAD PORTABLE, LENS DIRECTED, ENCLOSED AND MOUNTED AT A ®NE LANE ROAD WORK MINIMUM HEIGHT OF THREE FEET, MEASURED FROM THE ROAD NARROWS AHEAD BOTTOM OF THE LENS TO THE UNDERLYING SURFACE. AHEAD I AIN ACCESS FOR LOCAL fi 15. THE CONTRACTOR SHALL MAINTAIN R3-5 R3-5 MA RINE A VE. W5-1 W20-1 I RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT CARTILLA AVE. �1N0 M4-10 RT W2O-4 I I e LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE I M4 10(RT) � I AREA FOR RESIDENTS AND EMERGENCY VEHICLES. I I I Ii DETOUR EXIST. CURB & I I DETOUR EXIST. CURB & TEMP. 4" YELLOW °> _ GUTTER a o � I K RAILS GUTTER SOLID EDGE LINE + �+ , � 16. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL w =v N -� - :" RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER NOF THE CITY .•. I THE SA I TO DEVICES_ CONTROL IC ENGINEER 17. ALL ADVANCED CONSTRUCTION ADVISORY SIGNING SHALL - -"" - T SERIES "C" LETTERING ON ORANGE Cn - - - - - - - - - - - - -.- - - - -- -- -. - - - �, NEIGH ._ W.I left : Z 24+00 +u0 r �,. BACKGROUND. +Jo 22+001,, 2 -+— �_ 20,000� I OC° —: — -r--- C LU P+00 1-- w +OJ K AREA,: f F waR I ^ t y� Q b., LIU ten. — CL F° TEMP. 4" YELLOW Ca K--RAILS ` SOLID EDGE LINE R11-4 ON DESCRIPTION Of REVISION DATE APPROVED BARRIER o O RANCHO U 0 W CITY [I:,_dol" TREET0 (A.20"'h'HURCH %;p o � TRA a f MOa 17435 0 F— TRAFFIC COMTROL PLAN< FOR STORM DRAIN OMLY orf o CHURCH STREET J L TRUCTIOM PHASE I Underground Service Alert �� � . , APPROVED BY: DATE. MIF L CITY ENGINEER RCE: 249' U PHA SE TOLL FREE I' . 1 DESIGN Al AF A0111k AL A law, MUN RECOMMENDED N %A40ftdf ONS TR%.VMGA/MVA t ' y A L 1455 AUTO CENTER DRIVE � SUITE 200 ® DRAWN ® ONTARIO,CA 91761 SHEET ` 909.937.9151 LO Engineering Communities far Life www.madoleinc.com IG GVIM D DJ OF TWO WORKING DAYS BEFORE YOU D 36637 z CHECKED RCE Na DRAWING N0. SCL DAT FILE No PO T PROJSHEET No. —___ F____ J.\652-1872\streets\Offsite\ConstStrioina-01.dwa.3/22/20071:56.10 PM.CGV , BENCHMARK T B M. LOCATED AT THE TOP OF CURB AT THE SOUTHWEST CORNER B.C.R. OF CHURCH STREET AND HAVEN AVENUE, CHURCH STREET STA. 5+78.50. ELEVATION: 56.01 BASIS OF BEARINGSt THE BEARING OF N 89° 54' 45"E, ALONG THE CENTERLINE OF CHURCH STREET AS SHOWN ON TRACT MAP NO. 11428 FILED IN BOOK 158 PAGES 19 THROUGH 21, INCLUSIVE OF MAPS, WAS USED AS THE BASIS OF BEARINGS FOR THIS I PROJECT. AV ROAD w2o-1 CORNEL C T. DOUBLE 4" soup oil WORK GENERAL NOTES TREE mom= AHEAD TING YELLOW LINE 1. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF JOIN TO EXISTING I I TEMP. 4 WIDE TEMPORARY 4 WHITE AC PEDESTRIAN PAVEMENT BOL/p EDGE LINE PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO TO EXIST G ,� JOIN � IMPLEMENTING DETOURS I I WALKWAY TEMPORARY 4 WHITE PAVEMENT EXIST. CURB 11 I SOLID EDGE LINE EXIST. CURB fr EXIST. EDGE OF - &� GUTTER l F& GUTTER 2 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 1 I PAVEMENT ,/ N ° FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, _,.... ...................» w.a.,.w., ..,..,..« ,......d.,. ...v.,... ...........m..re....'" p' I '^.*,...w.....w. _._,.. .......... »...«..«....,.. .....>.... ........,. «.„..... .,.«...,.....,......,.,. .m...,,.......,. ,..M....... ..m. ......w 1 ENGINEERING DIVISION PRIOR TO THE START OF ANY Zi INSPECTION .. . _..m_.._ SHALL BE REQUESTED AT LEAST m� TWO WORKING DAYS PRIOR TO THE START OF PUBLIC RIGHT OF WAY WITHIN THE CITY LIMITS, CALL (909) 350— N -- 77-7"T4 r- 15+0016+0017+00 7610 _ _ 13+00 -- +Q.J g+00 10+00 11+00 12+00 -' r — g — -I- — +oo s+oo _ --- �- — ( ....-.--� � ” � ,� " �� �'��'�`, �� ����r ��� ,"gym � � 3. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL — �--- TEMP, Wa _-- �•�r► 4j POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE W CROSSWALK —' ' �' OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON— r_BARB R =- BIARRIER -.-..--. ..w, --- ---r - METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY ui ENGINEER. TRAFFIC �' EXIST. F h _ � _ _ � � � K—RAILS PORTABLE _ 4. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL _, —--� 4 , — _ / DELINEATORS EDGE OF �, TIMES UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC Q) 4 EXIST. CURB c4e � FUTURE PAVEMENT '� ,.. GUTTER �4 FUTURE UTTER ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN THE ~� +i �. o �. — CURB & G ---" o CURB &� GUTTER ROADWAY IS REDUCED TO A SINGLE LANE OR WHERE TRAFFIC Q F 1 N TEMP. 5 1 2 A.C. ' ROAD MUST STOP FOR MOVEMENT OF EQUIPMENT. D I I ON COMPACTED O } �' � � ROA I I I � RESPONSIBILITY OF THE CONTRACTOR TO GL05EC} I4 IM, NATIVE CLOSED 5. IT SHALL BE THE a �► I I I EXIST. A.C. PR/VA TE STREET R11-2 ON BERM R11-2 MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC C? O I; CONTROL DEVICES AT ALL TIMES, r BARRIER 14 a _ 0 r _ _ _ �. . fi. THE WORK ZONE SHALL BE ROUTINELY INSPECTED Q i " II MAINTAINED TO ENSURE PROPER VISIBILITY AND OPERATION OF k Q z M4-10(RT) I 1 ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. ROAD r- < ( ) i7 II + WORK II ALL EXISTING SIGNS STRIPING OR PAVEMENT MARKINGS THAT 7. , AHEAD i R11-4 ON 4 ARE IN CONFLICT AND/OR NO LONGER APPICABLE SHALL BE 4 ( 3 BARRIER I REMOVED. I � o E t II o r W20 1 ROAD II 8. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELLED WAY. PORTABLE SIGN STANDARDS CLOSED SHALL BE TIED DOWN OR WEIGHTED TO PREVENT TOPPLING. AHEAD x 9. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS II SUBJECT TO APPROVAL OF THE CITY TRAFFIC ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC W20-3 II I I t II SAFETY EQUIPMENT MAY BE REQUIRED BY THE CITY TRAFFIC I ENGINEER. II 10. ALL SIGNS SHALL BE CLEARLY IDENTIFIED AND DELINEATED } II WITH CONES, PORTABVLE DELINEATORS AND/OR BA , p ALL CONES SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT. II QI I + PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36 INCHES to IN HEIGHT. I FLECTORIZED OR ILLUMINATED. 11. ALL SIGNS SHALL BE RE II I 12. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL I r 4 CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. I _. II SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS u II i SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE I I STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. t t I II 13. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, II I UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD s a II 1 DETAIL 139. I t 1 Z 14. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A" PORTABLE, LENS DIRECTED, ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF THREE FEET, MEASURED FROM THE II ! BOTTOM OF THE LENS TO THE UNDERLYING SURFACE. 4 ( i I ti 15. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT II 4 I$ LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE t � 4 I AREA FOR RESIDENTS AND EMERGENCY VEHICLES. Q II UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL I I 16 r _m RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER Q ,h (� TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY II � � � TRAFFIC ENGINEER. v SIGNING SHALL 17. ALL ADVANCED CONSTRUCTION ADVISORY 4 HAVE 4" MIN. HEIGHT SERIES "C" LETTERING ON ORANGE II j p BACKGROUND. f _. BARRI 1 I I O CLOSED o TO THU TRAFFIC f I I DESCRIPTION Of REVISION DATE APPROVED R11--4 ON BARRIER Q CAL I �" �' ` /� (� /� I N Icr 80 20 CITY Of Q 0 40 4 141 o DETOUR � 4 4 -� N0ao -4 II O M4-10(LT) Q ca ca l�f101.�� � � - TRAFFIC � ROAD 4 4 � M4-10(RT) 14 WORK I I1 r it 1 4 I. I AHEAD `` ONLY 14 II ` M4-10(RT) �r . 366 7110111111 FRAM I I NO J�_ 1 1 Oil STREET 0111 vow R3-5 14 A e 1COMSTRUCTION PHASE H W20-1 I I I 11 I . 1 o A0 — I 1I DATE. I II 'fil D BY. APPROVED 1 Underground Service Alert CITY ENGINEER RCE: 24953 Q CENTER AVE TO FOOTHILL BLVD. V aCALL DESIGN RECO M E DED cy r- TOLL FREE MCA/M VA MADOLE 1455 AUTO CENTER DRIVE °Q _ SUITE 200 800 DRAWN ® ONTARIO,CA 91761 SHEET cy 909.937.9151 LO CONS TRUC TION SE ® CV/MC`D J Engineerin Communi' f Life www.madoleinc.com OF 36637 z TWO WORKING DAYS BEFORE YOU DIG CHECKED E No DRAWING N0. 0i 1,3& SCL DAT FILE No J:\652-1872\streets\Offsite\ConstStriDina-02.dwa,3/22/20071:32:36 PM.CG\ BENCHMARK EL_111.1.11_11.. ..... ......... .. ..„.._ }} ,,�.., ,._ I" ,,,,. �`, , .�_ '-' W2[}-1 '3A�lN3At1H T.B.M LOCATED AT THE TOP OF CURB AT THE SOUTHWEST t r"v >' CORNER B.C.R. 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