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HomeMy WebLinkAbout4223LT-1W411 0 ART OF TRAFFIC �- tGNAL DESIGN d 4 _41 C us AVENUE � PART OF TRAFFIC SIGNADESIGN C SIGNAL DESIGN I L LO 14- CD 14- Co 00 CD co 0000 R/W WT fo_309 1 30C_ 4 ...20i POP � imum� Y_• xLLI 7. X- R/W R/W x�, x 1 0i to I II p I II 1 OLEANDER CYPRESS AVENUE. BASELINE AVENUE AVENUE, JUNIPER - AVENUE O t -__1 � /00, -f- �- � , I R/W r� . N C.� ._.. _ _ _ _ 223 ii 216 2 i:17 �ze 219 -1 Z SIMONE J = W ULd R/W co F - Q , M „ SCCpE , CONDUIT 1.o cotmurr t.l Urtlesac etnenvltc ay+ecllted on � warldrtg drav�:ng, sit at'tr� f;+etlo��! Raced c enduit typca aro Wtoved for UM cm 1H -b Edfsorr systen't. Appilcatlan "Adult Type i Qrwreta IArect Encased Buried I Se�#Fitk! Ptesllc t1'V'Gi. EB -2d, E8-5 x 86nf-1nfI;1d PlWk DS:W, DO -'lino X X ft, Id Ptasti:s (PVC) 5cht"Ve x X Hot Opped Clalveriized bleat 1) Standard _ X { _ ?C 1`40M, (K) Indudes lrtrmedate "tsl omdutt WC). 1.2 All axidi it s+hatl be tnata)red psr UCS 100.7 and shift be wateeffoht fn t'.rwwn womf or subsTcdence areas, seml-rigid pWtc condtAt sl".>gtI be ueed. 1.0 The correct eamentts " recowngrided by Vie nyanura iLmer, ahW bai uied c each p1a 3t}a conduit type sa *4 to obtain a watertight Connection. 1 _a tiari iaf @ands and Sweeps a. The dict ratnc• batween bends and S"" tz determined d'y tharr radii. utrtdmum cadiva tot a1I bertda is 38" and t e maxirrrvm radlua for all bond, is 601. Ther•adiue of each bond Is deteerrtlne-d by conduit alze, as fc IWI - 36' for oomdutt 3'" In diotrnearvr and smsfter 48' for conduh 4' and r In0ameter Eo` to c ndtitt W In uUmeoar Th+e rnlnkrwn rlldkm for all awrepa M all afza conducts Is 121h, b. Send@ And jvm"s for ES and 06 oanduh shall b.9 me& from scwi-dalcL 09-W or 0$.100 canduill. Bondi and sweeps mad* fmrn 08.130 cdMuttf aro tstetWed tat us* vAtfh tr`8-2+0 autd EBBS oonduiit. 8endr+ and sweeps mo& ITrlm DEF1M [Wt are IntlMaf RN une Yft 01160 ling 013-1P condtit. . 1.8 Short iktrrgM of conOult, propwly oaupfod, may be used in rigid ocnduii kistallatlona to form sw"ps of a radius not norrnalty supptled by manufo► hwors. Tho rnmdmurn deflactian per longtf ► of comoult "I ba: - W tet lerigthe 2411 arra ihor1w I for kwpttts over 2'A' 1,13 Al p1sAtfe (PVC) condi id mtust be mznvf sd by an Edison approvt-d manufndurer (See UGS 116.'1) pend comply to Edison requt{omants. 1,7 aarrst-rigid PVC a nduit is preforred o^d s1ficuld be % tlitzed for seertdar k ar.atlons requiring erieaaement. E13-35 P VG conduit c.*n be Iruto5ed In tiau of E©-20 conduit at the contra talo d[acration. i 1.0 For drract buried VtaWl160na. DB -80 conduil my be urcdfar all sites vmatter than +d'. OB•1 oo centdubt le required wtlen 4", 5' or ,6• octie,,jtt is instaBod. REV, 4-e-2*' PN U -d COMMATS AND FrrMGSIMUGS1 110-1 BASELINE AVENUE - .� ��.;-ca C�a•w fRt Eon t': FKAL ECN:)UIT AP -0 MER ICL D Ifb-r'.L A. ra4 F:4 FANCtCCI.( THP:UGH GH SEI ACE TO STREE" L01T S' 40c 0.905 Cma-_tr_ Fbc+tr PMS: Gtr►_cie ;_`1 �r �IoseK I•_nd"ra:a Utz r1`51104y 15! 1`_ eov3kj . �".' Syu~re . � r �� [xrduii or CIC ace o; (crb x r,ut'v Ewe of 9ieaalk rk'e pity sick) Light' ffcw `tu'se ctardvd---�{ I f. finish Gr_de ; of CYi n:• Re -4 er,t al ftr Cjorutrj63ek-;- f:r Cit I r -�cnctlit Orr-�r�r�u�dC,�ndutt rr- t - f ;., E LEVATICN CIC 1Tt:� tisn.6- tic bop through service b used vAien a 2'w fargcr con&it i3 rtgtirrd. TtTical livcatan for rmve�tt stands-&. d. Vr% PW*?At V - r4C* Ise'.' *W 1n;W4 11dig9 of art:, tr 1\4th�uC F.trk+h f - place behind iri ide edge of sid►_�yak whe, .ub and sidewak do nYL extej ` 5Vz' In tind;h, or par local inspoc ION icy. A 3r.m ,7i'd or tigid cowuit IwA 'DIV THICKM55 MIPA N1UM Stall be used vdhtr, A wrrio rtional conduit }: om t instal , Srt YrAi ng ftv�nq 6 Ort err' Mite liel. No encawnem m1tdred dries o'.h, W;e M#05ed. 1-1 a 14d wfiduft lk�stattatbR thert lanais of properly mv;,kd ca-4� pm%b,- used 10 f on -n s re.e ct a rxjtti not normally 9up0W bymanufxtursam Intrends rins, the mawmmdetlectkin etc*ed!hot -le 'A" fcr Im{fttts 2' or shnr•t r. and 1' for ItNths ami° 1'. • Far rktr bend's, t^�t wirp"M radius pmn?twI lt& be 24", fo' h6ftnthl bends; s rnnirn, jr-t rt iji 44 h 0.111 rope ehai be hstared in e,%+ eRVty toi4ja. h, -V -1C -3t clrurari-e to be n'ai"uirad from fm''rjdart. 'cur -*31 clearance to be -ranterttrd fron, 1co of Sicpe ut co-finerdal crt.ro.swi i tid 2' deararcr trort. untlel,{ial drivwo y, On rte te, Ngh ay, the it -tel ght cerkedre I.:cat o1;1'zt. ht: 6 zichr<1 s};rxt pc When lk*nab it kt . 7' wk#. 7-26-114 -`, k+acs+.:r,►,�.¢,n �rnj•at;_,.,-� t1lYG�]IC.itiiZ3ra �7AlACTURES .rriu+sssr 175.2UGS[ SI RMUMT CONDUIT li.NO !USER 59" INf'T11%L AT10N 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PART OF TRAFFIC SIGNAL DESIGN I � I � .. HANOWLE REWI€7EMENT3 Tho 1011OWF9 ubuleflan Shows M end ry" of ksrlove ASfldWes, m3riesctwerw rw4s. and ar.� orbitrar.iy eaannod tiiitr: mmbe# This hrm vwrlb4f rail Co the 1w1%4w4 t.ioo M&-ert iinid ,n tf�a 'Ust cat r►+laIvrla t" ars ft *Vidrg &SAUV. ,anartlr . t�rrt Norrrirtal tfia[xatiCisirgl'>r' NrJttsbara Ia►.., V .141 avt>t JlR • Q>trcte� rr�6d. troda,trta inti . ncrsts PM& ill►! -1' wv x tT X 12''xNmq-m,, FS44i dR�*?� B NH-' t CVV X 17' X 2V NO "M, E JR.3*/s CC HH 14 ,Ir x 30` x 12' JR 8A ti 17' X X PsJR-6 AS ' 71'7'1 Ded 1c strait ! �t tklfy' . ' +ute C: imorndcn tformerl' lrasree and CC Mn>t *T1c n Ileo s Commq .,. pig, 2. menmal" era Wr rtcntretttc it Brion ori (E`l COP11 cltl( An"Caat Products tf>t and 6� 164U. CDR S st wi $4 ME and 3tdlSlt� and 4� �C m C poraflan PX.I?X alt bo uo*d In .i rtiv,de�lsi ddvvvgp< and c#w areas whn *I*W R"KN t t 3, Z%m flsilc� meyr occw toNman ma.A,ci ctutar'e PtOdutt=, ,i Southern Call fornts C Olson -• VNDEAGROUND dT`AU1rT4ft�S t BEV- 13•aa heta..t. ssutt tte•+w• r+erw"14 aw.+rr+�s-M4" "try OGS. 200..- GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. i t � Tau. FREE w \ it ` 238 in 1Z.4W I- 1 239~ � 219 ` I - 1 ,I SIERRA AVENUE 22,000 LUMEN, 200 WATT H.P.S.V. # 20 LAMP U. ON 30' MARBELITE POLE OR APPROVED EQUAL. EXISTING STREET LI GHTS CONTROL PHASE 3 10 TO 12 OF 16 DEMOLITION PLAN 1 TO 3 OF 3 STREET NAME N A. OF LIGHTS O O w N W cn o J W � Z_ .J W ' Q CROSS REFERENCES: STREET IMPROVEMENT PLAN 14, 16 & 17 TO, 22 OF 36 SEWER IMPROVEMENT PLAN 1 TO 6 OF fi STORM DRAIN IMPROVEMENT PLAN 1 TO 7 OF 12 TRAFFIC SIGNAL MODIFICATION PLAN 1 TO 3 OF 3 COMMUNICATION CONDUIT PLAN 1 TO 3 OF 5 . SIGNING AND STRIPIhC" PLAN 2 'TO 4 OF 5 TRAFFIC CONTROL PHASE 1 1 TO 3 OF 16 TRAFFIC CONTROL PHASE 2 5 TO 7 OF 16 TRAFFIC LUMEN BASELINE AVENUE 30 22,000. NOTES. 1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELI TE OR _ APPROVED EQUAL. ° -I 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FT OF 8 FT MAST ARM. 15 FT MAST ARM REQUIRED FOR STRr.ET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. Q 0 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS IS SUBJECT TO APPROVAL BY THE CITY ` ENGINEER. r` 0 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 'cT UNOBSTRUCTED SIDEWALK � CLEARANCE REQUIRED BEHIND STREET LIGHT POLE o 5. STREET LIGHT SPACING, PREFERED LOCATION, MAST ARM LENGTH, ° LUMINAIRE AND LUMINAIRE MOUNTING HEIGHT SHALL BE IN� N ACCORDANCE WITH CITY OF FONTANA STREET LIGHT STD. PLAN No. 1016. o 0 6. UNDERGROUND STRUCTURES, STREET LIGHT CONDUIT AND 1 RISER BEND INSTALLATION IN ACCORDANCE WITH SOUTHERN N CALIFORNIA EDISON STANDARD. IL 400 rn U') rn t - w w U) 0 cv w Prepared Under The Supervision Of ESS CITY OF FONTANA, CALIFORNIA QRpf Ea k��Bm BASELINE AVENUE IMPROVEMENTS o No. 37 DRAWN BY: STREET LIGHTING PLAN SCALE: - Z M.L. 1' = 100' W . 6/3+DIles 2001 East First Street DESIGNED BY: BASELINE AVENUE DACE: . m Santa Ano, CA 92705 A.F. ROMTRt!S TO SIERRA AVE 05-16-07 1 TEL: (714)568-7300 FAX: (714)836-5906 It CHECKED B'' APP VED BY: t RAWING NO.: 1 Q, aF CA���j M.R. ..1/ •� n - Dote iTY ENGIN R.C.E. 511:,2 DATE: 4223LT Non-Canrresr ("4w fiork`rat� �fbarglrfp� laIeMt+rced PPssTio, Fi91AlOttsrd Plastic tAortar. Ftaaiia) >� tsd. t;iottTrsl sift (tnsfcOQ} /lnratCiil Rredts�a Ilasactavd I�it Carser}n RiTt�t1 Plt�dUGtt Ina -1 Gtr t3�B�1} Qurrit+a ��: yr 12' !t 24' X ts' �1�4tN Y 9891(15fEt3 1324.1 �E -1324-OC � tr x Orr x ��- W6.16 -40A tri 13-t 1T � t�12t. SSC HK.! T' x 3�" 3Q' - 4T iQ•� /?Ik'Ucit?'t94 1T3Q 12L -- Rx•1? F GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. i t � Tau. FREE w \ it ` 238 in 1Z.4W I- 1 239~ � 219 ` I - 1 ,I SIERRA AVENUE 22,000 LUMEN, 200 WATT H.P.S.V. # 20 LAMP U. ON 30' MARBELITE POLE OR APPROVED EQUAL. EXISTING STREET LI GHTS CONTROL PHASE 3 10 TO 12 OF 16 DEMOLITION PLAN 1 TO 3 OF 3 STREET NAME N A. OF LIGHTS O O w N W cn o J W � Z_ .J W ' Q CROSS REFERENCES: STREET IMPROVEMENT PLAN 14, 16 & 17 TO, 22 OF 36 SEWER IMPROVEMENT PLAN 1 TO 6 OF fi STORM DRAIN IMPROVEMENT PLAN 1 TO 7 OF 12 TRAFFIC SIGNAL MODIFICATION PLAN 1 TO 3 OF 3 COMMUNICATION CONDUIT PLAN 1 TO 3 OF 5 . SIGNING AND STRIPIhC" PLAN 2 'TO 4 OF 5 TRAFFIC CONTROL PHASE 1 1 TO 3 OF 16 TRAFFIC CONTROL PHASE 2 5 TO 7 OF 16 TRAFFIC LUMEN BASELINE AVENUE 30 22,000. NOTES. 1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELI TE OR _ APPROVED EQUAL. ° -I 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FT OF 8 FT MAST ARM. 15 FT MAST ARM REQUIRED FOR STRr.ET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. Q 0 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS IS SUBJECT TO APPROVAL BY THE CITY ` ENGINEER. r` 0 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 'cT UNOBSTRUCTED SIDEWALK � CLEARANCE REQUIRED BEHIND STREET LIGHT POLE o 5. STREET LIGHT SPACING, PREFERED LOCATION, MAST ARM LENGTH, ° LUMINAIRE AND LUMINAIRE MOUNTING HEIGHT SHALL BE IN� N ACCORDANCE WITH CITY OF FONTANA STREET LIGHT STD. PLAN No. 1016. o 0 6. UNDERGROUND STRUCTURES, STREET LIGHT CONDUIT AND 1 RISER BEND INSTALLATION IN ACCORDANCE WITH SOUTHERN N CALIFORNIA EDISON STANDARD. IL 400 rn U') rn t - w w U) 0 cv w Prepared Under The Supervision Of ESS CITY OF FONTANA, CALIFORNIA QRpf Ea k��Bm BASELINE AVENUE IMPROVEMENTS o No. 37 DRAWN BY: STREET LIGHTING PLAN SCALE: - Z M.L. 1' = 100' W . 6/3+DIles 2001 East First Street DESIGNED BY: BASELINE AVENUE DACE: . m Santa Ano, CA 92705 A.F. ROMTRt!S TO SIERRA AVE 05-16-07 1 TEL: (714)568-7300 FAX: (714)836-5906 It CHECKED B'' APP VED BY: t RAWING NO.: 1 Q, aF CA���j M.R. ..1/ •� n - Dote iTY ENGIN R.C.E. 511:,2 DATE: 4223LT