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HomeMy WebLinkAboutR_5990_SSHEET No. 1 2 3 4 5 6 7-11 12-13 14 15 16-19 INDEX OF PLANS DESCRIPTION TITLE AND LOCATION MAP TYPICAL CROSS SECTIONS CONSTRUCTION DETAILS TEMPORARY WATER POLLUTION CONTROL PLAN UTILITY PLAN CONSTRUCTION AREA SIGNS TRAFFIC HANDLING PLANS PAVEMENT DELINEATION, SIGN AND QUANTITIES SUMMARY OF QUANTITIES ElECTRICAL PLAN REVISED STANDARD PLANS PLANS THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS INCLUDED IN THE· NOTICE TO CONTRACTORS ANO SPECIAL PROVISIONS BOOK. FROM ST A TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ST ATE H~GH\VA Y IN IN ORANGE NEWPORT COUNTY ON FINLEY AVENUE TO OLD BEACH NEWPORT BOULEVARD TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 OFF-RAMP BEGIN CONSTRUCTION z=s ED liiii= STA 99+45 Begin Work Sta 70+00 THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF LJCENSE AS SPECIFIED IN THE "NOTICE TO CONTRACTORS." PM 0.0 END STA NO SCALE CONSTRUCTION 126+00 PM 0.5 End Work Sta 146+00 'JStRllAM[ ") trc·ec,e CIGl1 F:LE co UJJ-1GrvJ' ;1r,•1 ,<Jqn POST MILES Ois-t co_u_,_TY_c--_Ro_u_T_E _ _,__T_QTAL PROJECT 12 Ora 55 0.0/0.5 : SHEET~O~ AL---, No. SHEE_li 1 9 ")" '~" i~J 1---::-: ) "" '~'""" - \ TLV,RE \ \--+--'----L..---- ":;;;,,,L__. """ -JI "" """'"""' "'"' \ "'"'""' unu,;4os """0 ~._.-:,•;::;_.-,--' ,-------- LOCATION MAP Costa Mesa_ \~L 09-24-07 P~R ~ DATE REGISTERED CIVIL ENGINEER October 29, 2007 PLANS APPROVAL DATE 12-0J4604 cu 1 2601 EA OJ4601 ' m 0 ' ' ' ' w ' r z ~ J r 4 z z 4 0 J ,, Om w ~o <rw Jz 2,::: J~ ,,w UD oc 0 ~ > oc w ~ J ~ J 4 z 0 ;: u z J w = 0 ;:: < r "' 0 0.. = = < "' r ~ 0 r = w :,; r "' < 0.. w = ' < z "' 0 ~ :::; < u ~ 0 w r < r = r z ~ J r 4 z z 4 0 J . m 0 Cl " '" 0 c-, l:ii:: -.., <C I- Q ::, 0 u, u, <C :ii w 0 z <C z w I-z -<C :ii j I It BOROrn L,\ 5 T NOTES: 1. DIMENSIONS OF THE STRUCTURAL SECTIONS. ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. 3. RUBBERIZED ASPHALT CONCRETE SHALL NOT BE APPLIED ON CONCRETE PAVEMENTS AND CURBS. 4. EXJSTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS. STRUCTURAL SECTIONS "7 10,2' RUBBERIZED AC (TYPE G) ~OLD PLANE AC PAVEMENT (0.2') □Exist 0---4" AC (TYPE B) 8" CTB R/W RE•/l'CTD ' ,:,, r17 8' 2· ROUTE 55 It ·' Var 1 61-14' SOUTHBOUND 361-461 REL.OT!VE DORDER •~CALE !':, 1:1 ]hJc:H~S Ln No. 1 -Exist 83 CURB NORTHBOUND 36'-48' 12' Ln No. 2 I n ROUTE 55 RIGHT TURN Ln I 2% -'---~---- i 2' STA 123+50 TO STA 126+00 ROUTE 55 It I ;- ROUTE 55 STA 99+45 TO STA 109+22 US,EF:J,J".ME DC..1·1 FI LE R/W 8' A2-8 CURB NORTHBOUND 36'-46' Dis-t COUNTY R/W 2' • k-----8~'---' TYPICAL CROSS SECTIONS NO SCALE X-1 cu 12601 EA OJ4601 0 c,J LLJ t-::, "" - ··---------~---------------- z w 2 r u =, "' r v; z 0 u z 0 w ' " I I z z > > m ~ ~ ~ + I I rn 4 4 rn z z z z 4 4 0 0 ~ ~ ' . 8CJ• "' ro 0 ·'1.w w =c:'Z " -' f_", (.__, __ ,,, au •·cw I UC, u ' lo:: -, oc <C 0 ~ I-> oc w ~ C ~ ~ ~ ::, 4 0 z 0 ~ (/) u (/) z ~ ~ <C :J!; z 0 ' ;:: w < >-"' (.) 0 "-z ~ z <C < "' >-z ~ w 0 >-I-z w z "' >-"' <C < "-:J!; w C, 100+00 Q) > « >-w J z -L,_ uJ 1-::, g ROUTE 55 Exist TYPE A2-8 CURB Exist TYPE B3 CURB Exist TYPE 83 ~i:.LAflJE BORDE0 SCALE ['.-Iii ll·lt'.Hi:."O ' I ' I / , __ R/W ,I 1/ CURBj Exist TYPE A2-8 z 0 e-" <C u ~ =, v; "' e-I v; u z <C 0 0 u "' 0 ~ ~ z <C w N L N " + z rn 0 0 , E::s ED 11'..E~·r-li\l.!E [JC: I F JI E Si= I I i I i I c. 1~ (,nqc.r,c,: .. j,_•,- 12_s+oo Dis-t ROUTE LEGEND: POST MILES TOTAL PROJEC I 0.010. r-;-7 J0.2' RUBBERIZED AC {TYPE G) ~OLD PLANE AC PAVEMENT (0.2') R1w CONSTRUCTION DETAILS NO SCALE C-1 i cu 12601 EA 0J4601 ' ' I I z z r r C, C, I I < < z z z z < < 0 '3 J '" Om ~ w ~,a LJ <rw w .,lz ~,-, ~ ,_,,-=. _J LI) w 4W I uo u :i.:: -, oc <( 0 ~ > I-oc w ~ C C, ~ J :, < 0 z 0 ;:: Cl) u Cl) z C, <( w :!: z 0 ;:: w < ~ = 0 0 o._ z = z <( < = ~ z ~ w 0 ~ I-z w z "" ~ -= <( < o._ :!: w = < I z = 0 ~ ~ < ~ ~ 0 w ~ Drainage Inlet at-, sag or low point ' I Gravel Bog Barriers placed I to intercept runoff from 11 converging directions Curb-, -----\---I -R/W --/---~ ------t- ~ \•·-'--,~/ ~ ------------..... 0 .-.' .. -'.-. -.·· .-1-·. --------; li:===il , ,. lc:==il . 1 FLOW .:\ lt--~"~I -,,, ! FLOW --------~ - = = -1 • ' ----- \,, ___ Sp i I lwoy&---,·1/ Edge of_ Traveled Way ________ _ ----ROADWAY---► PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BARRIER) R/W-, \ -------- GRAVEL BAG BARRIER (TYPE 3A) SPACING TABLE SLOPE OF ROADWAY {PERCENT) to 4 4 to 6 6 to 8 8 to 1 0 10+ INTERVAL BETWEEN BARRIERS (Ft) 1 00 75 50 25 12 For slope of less than 1%, install barriers only if erosion/sediment is prevalent ---;'" ---'{ ----\ _i~-~~ p~,~ ~-~ ~- Place additional bags on top of curb and upst1eam of Grave I Bag Barrier to prevent over topping. ____ lnstal I g1avel-fi I led bags flush against curb or dike face. Const1uct Giove I Bag Barrier by tightly abutting grnvel-fi I led bags to eliminate gaps and voids ---'( : -"-·-r Spillway--/ I./ Stack grnvel-filled bogs 1-loye, high __ J.,,.., End of Gravel Bag Barrier- .. --I J for spillway and 2-laye,s high for 1emaining bo1rier R/W-----, \ Extend as necessary to force ponded runoff over sp i 11 way instead of out flanking around end of barrier. PERSPECTIVE ((_ 4" -----, Typ I nterva I ( Se~ __ ! ab l~e I ---.-1/i.· .· 1 _ Sp i 11 way ~ f --Gravel Bag Barrier -~-------;---,-------- "/ I / I "~•::;~::.f;nttrC\ •-~ Drainage Inlet_/· 4' from Edge of 1.----------------I 6, Min Traveled Way (Min) r -------------------------r --....... ------ ----ROAOWA Y ------ PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BARRIER) I POST MILES CD_i_sY-+-_co_u_N_T_Y-+-_Ro_u_T_E_'-'-TO~~ PROJ~.cC~T-+-=+c=-' 12 Ora I 55 i 0.0/0.5 7--·u"Lo9-24-01 ~V1'21i::NGINEER DATE NOTES 1. Place safety cones adjacent to drainage inlet protection. 2. Dimensions may vary to fit field conditions. 3. lnstal I a minimum of 3 grovel bog barriers upstream of each drainage inlet to be protected. <l. Position erosion control blanket or geotexti le fabric at edge of concrete apron and secure in trench. 5. Erosion control blanket/geotextile fab1ic is not required if the area adjacent to the drainage inlet is vegetated or paved. TEMPORARY CONSTRUCTION SITE BEST MANAGEMENT PRACTICE QUANTITIES TEMPORARY DRAINAGE INLET PROTECTION LOCATION {EA) NORTHBOUND SOUTHBOUND DIRECTION DIRECTION FINLEY Ave TO VIA LIDO 1 , .. VIA LIDO TO NEWPORT BEACH CHANNEL Br 1 2 .- TOTAL 4 TEMPORARY CONTROL WATER POLLUTION DETAILS (TEMPORARY DRAINAGE INLET PROTECTION) NO SCALE C It < ~ = WPC-1 ~: -'------------------------~---------------------------------------------~----------------------~---------~----------J_tt 8CJRDFF: I JC'-. T F-·F.,:l'.OEr.1 ()( ,/ Rlcl.r.TJ'/E G,~f;·DEF: .Lf: 1 C, 11 I 1: 1,:·1-IC:: O. 'J'.,ERl·JM.OE • t,·,_,n i Is [l(;IJ F J LE -, 1-1G,r,gt,f>(, I . ,j,;,-, cu 12601 EA OJ4601 -------------~ " " " I z r J I w w w I z r J I ~ z z ~ 0 J I ;-8W •o -,.,, 2t JU, ow WO oc 0 ~ > oc w w J ~ J ~ z " ~ u z J w = 0 ;:: < ,-= 0 ~ = = < = ,- ~ 0 ,-= w "' ,-= < ~ w 0 < z = 0 ~ ~ < u ~ 0 w ,-< ,-= I z r J I ~ z z ~ 0 J w 0 L;,I u w u l,,:: -, c( I- C ::, 0 (/) (/) c( :ii w 0 z c( z w I-z -c( :ii I It 6(JtiCEP " ., c':E. VI ABBREVIATIONS: (CNS) (OCSD) I SCE I (SCG) CITY OF NEWPORT BEACH ORANGE COUNTY SANITATION DISTRICT SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS AD_J_lJ?J __ WATER VALVE COVER TO GRADE (CNB) I I I_ 0 ADJUST MH TO GRADE (OCSD) \ \ lOO+of ROUTE 55 \\,\ ADJUST MH TO GRADE ;-BY OTHERS_)_ :,E.[1 'i /20:) i ADJUST WATER VALVE COVER TO GRADE (CNS) ., > "' >-w J z -LL (SCE I - I ADJUST MH TO GRADE I BY OTHERS I -------.----(PACIFIC BELL) 0 ' ? i / I I i / 'I y ADJUST MH TO GRADE (BY OTHERS) (SCE I ADJUST_SEWER CLEANOUT TO GRADE \ (OCSD) \I \11 \'1 ADJUST MH TO GRADE ( BY OTf:l_~RS) 0 •, I 1. \! lOS+oo I I b ' /ADJUST GAS VALVE COVER ' TO GRADE (BY OTHERS) (SCG) 11 /ADJUST MH TO GRADE ( CAL TRANS) \ ADJUST MH TO GRADE (BY OTHERS)\ (PACIFIC BELL) THIS PLAN ACCURATE FOR UTILITIES ONLY (SCE) Dis1" i COUNTY 12 Ora ROUTE 55 POST MILES TOTAL PROJECT -"~- 09-24-07 • ' iSTEREDCJVILE""N=,=,N=E=-ERC-'D~- UTILITY PLAN NO SCALE U-1 u.! c,J >-"" ' w w I z r ~ I ~ z z ~ s ' ,_ 8W 1-·e, <t,u _J ;:: i3'.::: ~,, -C[,.,.; uo oc 0 ~ > oc w w ~ ~ ~ ~ z 0 r u z ~ w z 0 ;: < r "' 0 a. ~ z < "' r ~ 0 r z w "' r "' < a. w 0 < z "' 0 ~ ::, < u ~ 0 w r < r 0 ~ I z r ~ I ~ z z ~ 0 ~ :n 0 ,,, t w I u ::ii:: .., c( I- C :::> 0 (/) (/) c( :::!!: w 0 z c( z w I-z -c( :::!!: I ------------------------------------- C) SIGN No. 0 ® NOTE: To Newport Beach SIGN CODE W20-1 G20-2 0 / STATIONARY MOUNTED CONSTRUCTION AREA SIGNS PANEL No. OF POST SIZE SIGN MESSAGE AND SIZE 48" X 48" ROAD WORK 1 -4" X 6" 60" X 24" END ROAD WORK 1 -4" X 4" SIGN LOCATIONS SHOWN ARE APPROXIMATE. EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. No. OF SIGN (EA) 5 2 Dist-COUNTY ROUTE I r6?1LT p"'~6J.~[~"~~-~=ca I 0.010. --~-~~- z==:s ED JU CONSTRUCTION AREA SIGNS NO SCALE THIS PLAN ACCURATE FOR CONSTRUCTJON AREA SIGNS ONLY CS-1 l ! ~--_-,]~--'.~ s w" I-~ Or -;:1 r--: ,~ rs, di ~ !['~~' ~~-"---------------------,----------------------------------------,--------------------,------------------1"0 ' FEU.ll·✓E i:VWDE.f';• ~.c:..LE U'C>ERr-.JM,k t-,pnilc-[ CU 12601 j EA OJ4601 ___ j ___________________ .:.' ':_' .:.".:.' _:':_1-1,:.:'"c:·':_'· -----'=='=='=='=="=='==J_ __ J_':'"".'·'':'' ."".'""''-°-'-""c'':'' •_'11'_"'11 -,,-i0o_, .:.· d:.c•;:_'" ___________ _1._ ________ _1 ___________ _, ' I I z z " " ~ ~ I I 4 4 z z z z 4 4 0 0 J J ·~ " :Cm m ~D D -·rw w Uz ~ =:iv) u u-w u,s ~rw u uo ' lo:: .., ~ < 0 ~ I-> ~ w ~ 0 ~ ~ J :) 4 0 z ~ CJ) ~ u CJ) z ~ < ~ :!E z 0 ;:: w ... ,... = 0 0 ~ z = z < ... = ,... z ~ w 0 ,... I-z z w " ,... -= < ... ~ :!E w = ... I z = 0 ~ ' ::; ... '-' ~ 0 w ,... It ... ,... = NOTES: 1. LOCATIONS OF CONSTRUCTION AREA SIGNS (DETOUR) ANO PCMS SHOWN ARE APPROXIMATE. EXACT LOCATIONS WILL OE DETERMINED BY THE ENGINEER. 2. EXACT MESSAGE TO BE DISPLAYED ON THE PCMS WILL BE DETERMINED BY THE ENGINEER IN COORDINATION WITH THE TRAFFIC MANAGEMENT. 3. DURING THE CONNECTOR CLOSURE, THE PMCS SHOULD READ AS FOLLOWS: N-55 TO S-1 CLOSED USE W BALBOA To ~ Newport Beach CLOSURE: NB Rte 55 TO SB Rte 1 CONNECTOR DETOUR: LEFT ON W BALBOA Blvd DETOUR t sc 3 G28-2 lsouT HI M3-3 0 SOUTH M4-10 (LT) G28-2 M3-3 i / f z:=s CD NEWPORT BEACH THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY REL,OT[VE 8or.rcr -,-ALE I':, Iii ll·l1 HE'::_ _____ ':::='::::::::'==:==:==='- ii U'~Eh'l•JAf.'[ [J(,11 FILE LEGEND: Dis-t COUNTY 12 Ora ROUTE POST MILES TOTAL PROJECT DIRECTION OF TRAVEL THROUGH DETOUR -CONSTRUCTION AREA SIGN (DETOUR), 1-POST PORTABLE CHANGEABLE MESSAGE SIGN CONSTRUCTION AREA SIGN (OETOUR) CONNECTOR OR RAMP CLOSURE TRAFFIC HANDLING PLAN <DETOUR) NO SCALE TH -1 ' I CU 12601 EA 0J4601 ~----------------------~------------------------------------- I ~ z 0 r ' ~ ~ I ' ~ m w ru ,- ,_:, w w C ~ w ~ ~ <( 0 ' ,_ 8c::; w ~D 0 <J L..Li _J 2: ---3~ ---_J ,,, w ~tw ' <uu u C ~ -, ~ ct 0 ~ ;: ~ I- w ~ Q ~ ~ ~ ::> 4 0 z " CJ> ~ u CJ> z ~ ~ ct :i: = 0 " ;:: w < >-= (.) 0 ~ z V, = ct < = >-z ~ w 0 >-I-= ~ z ~ >-= ct < ~ :i: ~ C, < j z = 0 "' ~ < ~ ~ 0 ~ >-It < >-V, CLOSURE: SB Rte 1 TO NB Rte 55 CONNECTOR DETOUR: LEFT ON SUPERIOR Ave AND RIGHT ON HOSPITAL Rd NOTE: To ~ Newport Beach DURING THE CONNECTOR CLOSURE, THE PMCS SHOULD READ AS FOLLOWS: S-1 TO N-55 CLOSED USE SUPERIOR M4-1 O (RT) I DETOUR t I 11 .,...., __ , """'-·' 55 G28-2 55 --------------------------- /; z=s ED la NEWPORT BEACH // SC3 M4-10 (LT) G28-2 55 G28-2 ® THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY R:CLAT)',E BOPDEF: c:;0LC:: 0 UClE"'tlM,IE t,·;:::,1-,; is POST MILES jSHEETI TOTAL -----j----c-'T~O~TA~L _f'_~C:,JECT • No. SHEETS TRAFFIC HANDLING PLAN (DETOUR) NO SCALE TH-2 __________________ IC'._'i~c,-J~c,~(~<~E'~C--------'===========----_[_'[~,(~,!~l~C~i~Lt~-_::_~---,-ll_t_.,J_«<_'j,_),_:,~_--_d_,J_c ______ _ I cu 12601 EA OJ4601 D ' -;;; 8a:, ~D D ~, w w =,'z " -' LJ {_),, ,_,, .. Hll ~rw I uo X lo::: -, oc < 0 ~ I-> oc w ~ 0 ~ ~ ~ ::, ~ 0 z 0 ;: (/) u (/) z ~ ~ < :!: z 0 ;:: w < -cc 0 0 a.. z ~ z < < cc -z ~ w 0 -I-z ~ z ,. -cc < < a.. :!: ~ 0 < I z cc 0 ~ ::; < ~ ~ 0 ~ -!Ir < -~ CLOSURE: SB Rte 1 TO SB Rte 55 CONNECTOR DETOUR: RIGHT ON W BALBOA Blvd NOTE: To ~ Newport Beach DURING THE CONNECTOR CLOSURE, THE PMCS SHOULD READ AS FOLLOWS: S-1 TO S-55 CLOSED USE W BALBOA 55 CD MS-10 (RT) DETOUR t G28-2 55 SC3 G28-2 ---------------------------------------------------------------------·---. jPCMS-3f .. L~-(D z=:s (]) THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY REU--:-lvE OOR[lE,', 'oCilL:C. l c; l<·l ll·KHE·: LJSEe-tJM,IE [;GI I Fi LE I 1-cor---, I cc,J.s,: _acr,,jr_,u:. (Icy·, Dist COUNTY ROUTE POST MILES TOTAL PROJECT TRAFFIC HANDLING PLAN <DETOUR) NO SCALE TH-3 i cu 1 2601 EA OJ4601 ,, ~ ~w <r .a " ,, u I u li:: -, oc < 0 ~ I-> oc w " C ~ ~ ~ ~ ~ 0 z " U> ~ u U> z ~ < " :E z 0 ;c: < w ,- ~ CJ 0 0.. z ~ z < < ~ ,-z ~ w 0 ,-I-z w z "' ,--~ < < 0.. :E w C, < ~ z ~ 0 ~ ::; < u ~ 0 w ,-dr < ,- ~ CLOSURE: NB Rte 1 TO SB Rte 55 CONNECTOR DETOUR: RIGHT ON SUPERIOR Ave, RIGHT ON HOSPITAL Rd To ~ Newport Beach NOTE: DURING THE CONNECTOR CLOSURE, THE PMCS SHOULD READ AS FOLLOWS: N-1 TO S-55 CLOSED USE SUPERIOR M4-10 (RT) I DETOUR t I 11 --· ,_,,., ____ 55 G28-2 55 (0 SC3 G28-2 z=s CD ii I ,. 0 NEWPORT BEACH THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY USERl·JAl.1i: l)UJ FILE t1··cc._;r-o I ,:(>._1'1(,0mdiyJ,i. -,gr, ROUTE \ \ POST MILES TOTAL PROJECT TRAFFIC HANDLING PLAN <DETOUR) NO SCALE TH-4 cu 12601 EA OJ4601 (J v, 0 C, ' ' I I z z r r ~ ~ I I 4 4 z z z z 4 4 0 0 J J 'r 80J rn ~o 0 •·i:w "' Uz =:,,_~ u u-u,a w •OW L ,_,a -' lo:: .., oc c( 0 ~ I-> oc w ~ C ~ ~ u ::, 4 0 z 0 ;: II) u II) z ~ c( ~ :E = 0 ;:: w < -"' 0 0 0.. z = = c( < "' -z ~ w 0 -I-= ~ z ,. -"' c( < 0.. :E ~ C, CONSTRUCTION AREA SIGNS !DETOUR> STATIONARY MOUNTED* SIGN I SIGN I NO. OF POST I NO. CODE PANEL SIZE I AND SIZE I ® SC3 24" X 12" G28-2 I 30" X 24" 1-4" X 6" i M3-3 24" X 12" M"1-10(LT) 24" X 12" ----® G28-2 30" X 24" 1-4" X 6" M3-3 24" X 12" .. ----- © I M4-10(RT) 24" X 12" --1-4" X 6" G28-2 30" X 24" ® SC3 24" X 12" 4" X 6" 1-G28-2 30" X 24" - ® M4-1 O(RT) 24" X 12" 4" X 6" _,_ 1 -G28-2 30" X 2LJ" ----- 0 M4-1 O(RT) 24" X 12" 4" X 6" -1- D3 30" X 24" I FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE SHEET CS-1 *MAY BE PORTABLE NOTE: DURING THE CONNECTOR CLOSURE, THE PMCS SHOULD READ AS FOLLOWS: OLD NEWPORT CLOSED USE HOSPITAL Rd To ~ Newport Beach M4-10 (Rt) OLD NEWPORT BLVD D-3 NO. OF SIGNS 4 1 4 12 1 - -----·----- 2 F;<JRGFP 'l'.'.T RFv'l'.·,u, NEWPORT BEACH THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY f-ii:.L.'.:.Tlv'E B<)F·LJEFe -~-C,c.:...E L, [i1 :11,:.HE', --------------.. ------------------------------- z=s ED :J'~EP~1i\ME DUJ FILE ,r·, .JI-,, I -, l1,'1 Ill'](, )~."jlJr, Dist COUNTY ROUTE 12 Ora 55 POST MILES TOTAL PROJECT ~---lh~ ------tt___og-24-07 !STEREO CIVIL ENGINEER DATE CLOSURE: NB Rte 55 TO OLD NEWPORT Blvd DETOUR: RIGHT ON HOSPITAL Rd, RIGHT ON OLD NEWPORT Blvd TRAFFIC HANDLING PLAN <DETOUR) NO SCALE TH _ 5 ! cu 12601 ! EA OJ4601 ' -' 80:, w 'o 0 •O lLl w :::!Z ;jS w w•~ ow I uo w " ~ .., oc <t 0 ~ > I-oc w CL C ~ ~ w ::> ~ 0 z 0 ~ "' w "' z ~ ~ <t :ii: z 0 ;:: w < r "' 0 0 0.. z = z <t < "' r z ~ w 0 r I-z z w :s r "' <t < 0.. :ii: w = .., i z "' 0 := ~ < ~ ~ 0 w r 111 < r = f'.-:,pou: Lt<T DETAIL A - (Typ) 1' WHITE LIMIT LINE NOTE: 1. RESTRIPE 11::-n•~[[I n' ~ r " ~ v; + +-> ~-~ <( X >-w w z _J 0 z -" u._ u.l I-~ 1' WHITE LIMIT LINE WHITE Exist R2-1 (30) i-1rr I I . I i ! I / ! 1.1/ Jr § Exist R3-3 TRAFFIC STRIPE AND PAVEMENT MARKING AT LOCAL STREETS WITHOUT REMOVING EXISTING. THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNS ONLY Rc_L4TlVE BC,RC>C:-'1 •~CAL.E IS Ill ]1~,~-HE:O Dist COUNTY 12 Ora -REMOVE ROADSIDE SIGN PANEL (W9-2) ROUTE POST MILES TOTAL PROJECT 0.0/0.5 INSTALL SIGN (STRAP & SADDLE BRACKET METHOD) (W9-1) N w CL oc r v; N + + w m •-o X -w I~ :!2:::s CD Si::? Exist 12s+oo T ·I f / I I ® r ··11 ~1 SW26(CA) Mod _j 1 1 REMOVE ROADSIDE SIGN PANEJL J INSTALL SIGN PANEL ON EXISTING POST (W11-2 & W1 -6R) u·::~RI.Jfd/E =; t-o-c.,11·0 I [J(.,11 Fl L.'C: = , cCi.1~0,'m•l<"•,,. Jc1r, LEGEND @ DETAIL No. CB:[:) THERMOPLASTIC ARROW, TYPE S STOP OR SIGNAL A AHEAD 50' 110 0 () o () CJ (J CJ() II w TYP DETAIL A 48' --~-+}'-4" • ----1 11 Q:illl QillJ II ~8_'c2:J. 1·-1-~1 ~7 ·--1-I __.1~· P"I 8_' --'-Is, I DETAIL 9M PAVEMENT DELINEATION AND SIGN PLAN NO SCALE PD-1 i cu 12601 EA OJ4601 D ,s-t COUNTY I POST MILES ISHEETI TOTAL ROUTE TOTA'-c PROJE~.J:... _ No. SHEETS ABBREVIATIONS: 12 Ora 55 I 0.010.5 13 I 19 RETRO: RETROREFLE CTI VE I UuL 1 o-29-o;:7;< '° Non: NON-RELECTIVE Ht:-1 ISTERED CIVJL vENGJNEER-O~r •~A,> ( ' llul1fl '-,i, 10-29-07 --[i(;:-c s2386 ~I PLANS APPROVAL DATE 12-3~-o • r ~ ",;J,;l,1h(~;:>-~/ ~t !l;>r:tri,N:;:-· :;;ip LIV~ __ ,, >1-/ 0 z ' :C;fL';';:'';;,/ • ;.;;H-: ' '"'':;/ ► m ~ N r ' 0 J - -w PAVEMENT DELINEATION QUANTITIES " -,c w v, " w w ~ " ., PAVEMENT 0 THERMOPLASTIC TRAFFIC STRIPE MARKER PAVEMENT MARKER (NON-(RETROREFLECTIVE) THERMOPLASTIC PAVEMENT MARKING LOCATION LENGTH 8,9M 21 25A 27B DETAIL A 40 37 38,38B REFLECTIVE) r I 4" BROKEN 411 BROKEN z z 4"" SOLIO 4" SOLID 4" SOLID 4" SOLID 8" BROKEN 8" SOLID >->-DIAGONAL, ~ ~ (17-7) 16-1 I I 1 2-31 TYPE A TYPE G TYPE H ARROW PARKING CROSSWALK WORD I I YELLOW YELLOW WHITE WHITE WHITE CHEVRON .. .. WHITE WHITE WHITE z z Ft LF LF LF LF LF LF LF LF EA EA EA SOFT SOFT SOFT SOFT SOFT z z .. .. 0 '3 J FINLEY Ave TO NEWPORT BEACH CHANNEL Br 977 20'10 180 780 500 1000 112 290 820 574 128 69 507 11. 7 11 '19 70 66 ···-NEWPORT BEACH CHANNEL Br TO 250 250 OLO NEWPORT BOULEVARD OFF RAMP 250 31 20 63 ., SUBTOTAL 2290 180 780 500 1000 112 290 1 070 605 148 69 507 11. 7 1149 70 129 Llo:, " w ~o Q -,rw u TOTAL 2290 2460 112 10·10 605 -='Z ' 290 217 1866. 7 -'l.'.", u ':::;::-0 w <cw uo u lo::: --, SIGN QUANTITIES oc cc 0 m > ~ oc w GRAFFITI " 0 INST ALL FURNISH ~ BACKGROUND LEGEND m REMOVE INSTALL SIGN 0 FILM J ::, SIGN PANEL ROADSIDE SINGLE SHEET w .. u z 0 ROADSIDE (STRAP & SADDLE .. SIGN PANEL ALUMINUM SIGN ~ w w 0 "' LOCATION CODE SIZE a_ a_ 0 ;: w SHEETING >-SHEETING 0 >-QC u (/) SIGN PANEL ON EXISTING POST BRACKET METHOD) (0.063""-UNFRAMED) J 0 >->-.. z QC QC 0 ~ '-' >->-z " cc " COLOR w " COLOR w " .. ~ QC >-°' >->-:::!!; EA EA EA SOFT ~ ~ ~ .. .. G28-2(CA) 24" X 25" 1 1 4.17 X GREEN Ill WHITE Ill X = VIA LIDO TO NEWPORT BEACH CHANNEL Br --------0 - ;:: M2-1 15" X 21" 1 1 2.20 X WHITE Ill WHITE II I X ... w -----~-. -------= (.) W9-2 Exist 1 0 a.. z VIA LIDO TO NEWPORT BEACH CHANNEL Br V, = cc 48" X 48" 16.00 YELLOW BLACK Non X ... W9-1 1 X Ill = -z . ·-----------·------ ~ w NEWPORT BEACH CHANNEL Br TO W11-2 48" X 48" 1 1 16.00 X YELLOW II BLACK Non X 0 -~ -------= OLD NEWPORT BOULEVARD OFF RAMP W1-6R 24" X 48" 1 1 8.00 X YELLOW II BLACK Non X ~ z ,. --= cc TOTAL 5 2 3 46.37 ... a.. :::!!; ~ = "" ' -,' '" .. ... I G G z w w ~ -= ~ -0 -~ s cc '--',. (). ~ PAVEMENT DELINEATION AND SIGN QUANTITIES ... >-2 u ~r•ic-~ 0 so ~ =:··-1 cl, -II, PDQ-1 ... "N -Z bi V, ···~ I f:',,·,puEF I_A::,T F-·Evl~,t[J ', (; i I RELt:.T'\IE 8,:,RDE~· 'C.U.•_E [• -I IJ.~Er''I-Jt-ME = • t 1·,-7r1e I cu 1 2601 EA OJ4601 -I' ll·! JW:HC:'; . . . • • [J1'..,i ! ! I LE -. ,:(J_l'1~,(,r,cOIJI. 1s,-, ------~------ ------ Dist cou"~TY__ I ROUTE POST MILES ISHEETI TOTAL TOTAL PROJEq_ No. SHEETS ABBREV I A Tl ONS: 12 O,a I 55 0.0/0.5 i 14 I 19 ----·-- OCSD: ORANGE COUNTY SANITATION DISTRICT \ u,.J 09-24-07 -,,,w,,,,,~:" CNB ' CITY OF NEWPORT BEACH Ric,{ !STEREO Cl VIL ENGINEER DATE--:~OANNA: ·~-' __ 1::!..UY_N__tJ 1 0-29-07 (1 l rlc C 52386_ PLANS APPROVAL DATE 12-31-0 " --- I ft ';'-,: ;:,:"::/;t/::;};;:N;i ' " 1~;:;_ ~ -';;""_:///;'" ,-.-• ' ' ,c,, z 0 ~ ' ~ ~ I ' ~ m C ~ "' ~ 0 UTILITY QUANTITIES w ,r - l,.J ADJUST SEWER ADJUST WATER VALVE " ~! ADJUST MANHOLE TO GRADE CLEANOUT TO GRADE COVER TO GRADE ------. ----- LOCATION APPROXIMATE STATION LIMIT (STORM DRAIN) (OCSD) (OCSD) (CNB) I I EA EA EA EA z z ~ ~ ~ ~ I I FINLEY Ave TO NEWPORT BEACH CHANNEL Br STA 99+45 TO 109+22 1 3 2 3 4 4 z z z z 4 4 0 s SUBTOTAL 1 w 3 2 3 TOTAL 4 2 3 '" Ow w w ~ _,, _, w ~ u ~ c.J ~ I u ~ ROADWAY QUANTITIES -.., oc <( 0 TYPICAL RUBBERIZED ASPHAL TIC COLD PLANE ~ ~ APPROXIMATE > ASPHALT CONC EMULSION AC PAVEMENT oc PAVEMENT w LENGTH (TYPE G) (PAINT BINDER) ~ LOCATION (0.2') ~ C APPROXIMATE STATION LIMIT WIDTH ~ w ::, 4 0 Ft Ft TON TON SOY□ z s CJ) ~ u CJ) FINLEY Ave TO NEWPORT BEACH CHANNEL Br STA 99+45 TO 109+22 78' -98' 977 1290 2.6 9552 z Yac ~ ~ ci: ------· :i: NEWPORT BEACH CHANNEL Br TO OLD NEWPORT STA BOULEVARD OFF RAMP 123+50 TO 126+00 12 250 45 0.1 333 z TOTAL 1335 2. 7 9885 0 ;:, w < ,-= (.) 0 ~ z V, = ci: < = ,-z ~ w 0 ,-~ = ~ z ~ "' ,--= ci: < ,,-. ~; ~ ~ :i: ~ .. 0 "'; ' " ;, < j ~[ z = ~~ 0 ~ ::; ~~ < SUMMARY OF QUANTITIES ·~ -~ ~ ~ ii _l;:: ·-0 '.c_O C: I ~ ;'.,LO ,-lt Q-1 "' 0 < r' I ,-:;·1 0) V, --']O a,:·,RutY _;,. _.T H.VJ'C.El.J :-1 • i::'()i)/ I RELA" I VO:,,' ;:,ccc. - ' I L'::OE~ .AIAE -, t,·ncnc:-! cu 1 2601 I EA OJ4601 1 ~-l I li•l'.Hl C ' ' C:i~! I -i LE --1ci,:-c,r.' ,.-,,) I . :Jc}r' " ' > > oc :0 > ~ ~ ~ u z ~ oc ~ z 2 r /4 r rr 0 ~ ~ z /4 1·0:: Ir ~ 0 r z ~ OS r rr /4 ,~ ,~ i= /4 z rr 0 ~ ~ /4 ~ ~ 0 ~ r /4 r 0 ~ z 0 ~ oc ~ ~ ~ ~ w z ~ > z Cl rn w C ... <( CJ a: I- CJ w ... w j I II f".C,R[,[I,· " PE\. ! C,lD NOTES: (THIS SHEET) 1. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING LOOPS PRIOR TO CUTTING NEW ONES. ' DISTANCE AND LOCATION OF EXISTING LOOPS SHOWN ARE APPROXIMATE. 2. ~ EXISTING LOOPS. I]] SPLICE NEW LOOP WJRES TO EXISTING die. [}J EXISTING MODEL 170 CONTROLLER ASSEMBLY. ~-( " > <t >-w _J z -"- m [TI ' / ROUTE 55 i·.~~lo:&1 NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY F~L~TIVE SGPDE? s,;LL~ l ', 11 i i!:•: H[C ll':-ERrJ:.1,1;,: DGIJF!LE INDUCTIVE Dist-COUNTY ROUTE POST MILES TOTAL PROJECT 12 Orn 55 iL,,_ u.,..,, ~Q-9-24-0 REGISTERED Elect-ENGINR D~ LOOP DETECTOR NO SCALE I cu 12390 EA OJ4601 LL LL E-1 ELECTROLIERS STANDARD * High mast light pole TYPES Double Arm lighting standard CT--<> ~ ~ &---,, 1 5, 15D 15 STRUCTURE 21, 210 STRUCTURE 30 Q---<,-0 : }-- ®----o NOTES: Existing electro I ier Electro I ier foundation (Future installation) l%1---------o ~ ~ ()---------<> 31 32 35 36-20A ·- 1. Luminaires shal I be 310 W HPS when installed an Type 21, 21 D, 30, 31, 321 35 and 36-20A Standards, unless otherwise specified. Luminaires shal I be 200 W HPS when installed on other type standards or poles, unless otherwise specified. 2. Luminaires shal I be the cutoff type, ANSI Type m medium cutoff lighting distribution, unless otherwise specified. 3. Variations noted adjacent to symbol on project plans. 0------o Electrolier (see project notes or project plans) ~ Luminaire on wood pole ·~ ~ ~ §] ~ @] [§] [_FA_] @] ~ IT9 ~ ~ ~ ~ ~ ~ ~ §1 @_] STANDARD NOTES: Abandon. If applied to conduit, remove conductors. lnstol I pul I box in existing conduit run. Pedestrian barricade, type as indicated on plan. lnstol I conduit into existing pul I box. Connect new and existing conduit. Remove existing conductors and instal I conductors as indicated. Conduit to remain for future use. Remove conductors. Instal I pul I wire or rope. Detector handhole. Foundation to be abandoned. Jnstal I sign on signal mast arm. No slip base on standard. Photoelectric control. Photoelectric unit. Equipment or material to be removed and become the property of the Contractor. Remove electro I ier, fuses and ballast. Tape ends of conductors. Relocate equipment. Remove and reuse equipment. Remove and salvage equipment. Splice new to existing conductors. Service disconnect. Standard to remain for future use. Remove luminaire, pole conductors, fuses and ballast. ~ Telephone service point. ROUT[ 12 Oro 55 f-'<Y. I Ml Lf· }C'IA' ~'f':(',IECT 550.0/0.5 16 19 ABBREVIATIONS AND EQUIPMENT DESIGNATIONS PROPOSED EXISTING BBS BC C CCTV CKT CMS DLC EMS EVC EVD FB FBCA FBS FO G GFCI HAR HEX HPS II SNS ISL LED LMA LPS LTG LUM MAT MAS MAS-4A MAS-4B MAS-4C MAS-SA MAS-58 MC M/M MT MTG N NC NO PB PEC PED PEU PPB RL RM SB SIC SIG SMA SNS SP TDC TMS TOS VEH XFMR COMM RWIS bbs be C cctv ckt ems die ems eve evd fb fbca fbs fo G GFCI ha, hex hps i isns isl led Imo lps ltg lum mat mos mas-4A mas-4B rnas-4C mas-5A mas-5B me m/m mt mtg mv N NC NO pb pee ped peu ppb rm sb sic sig sma sns sp tde tms tos veh xfmr comm rwis Battery backup system Bolt circle Conduit Closed circuit television Circuit Changeable message sign Loop detector lead-in cable Extinguishable message sign Emergency veh i c I e cab I e Emergency vehicle detector Flashing beacon Flashing beacon control assembly Flashing beacon with slip base Fiber optic Ground (Equipment Grounding Conductor} Ground fault circuit interrupt Highway advisory radio Hexagonal High pressure sodium Intern□ I IY i 11 um inated street name sign Induction sign lighting Light emitting diode Luminaire most arm Low pressure sodium Lighting Lumfnaire Mast arm mounting vehicle signal faces, top attachment Mast arm mounting vehicle signal faces, side attachment Mast arm mounting vehicle signal faces, side attachment - 4 signal section Mast arm mounting vehicle signal faces, side attachment - 5 signal section Mercury contactor Multiple to multiple transformer Conduit with pul I wire or rope only Mounting Mercury vapor I ighting fixture Neutral (Grounded Conductor) Normally closed Norma 11 y open Pul I box Photoelectric control (Type I, II, m, Nor Y as shown) Pedestrian Photoelectric unit Pedestrian push button Re I ocated equipment Ramp metering Slip base Signal interconnect cable Signal Signal mast arm Street name sign Service point Telephone demarcation cabinet Traffic monitoring station Traffic Operations System Vehicle Transformer Communication Roadway weather information system To accompany plans dated __ 1~0~·~2~9~·~0~7~_ SOFFIT AND WALL MOUNTED LUMINAIRES -0 -0 -I <l-@ <I-@ Pendant, 70 W HPS unless otherwise specified. Flush, 70 W HPS unless otherwise specified. Wal I surface, 70 W HPS unless otherwise specified. Existing soffit or wal I luminaire to remain unmodified. Existing soffit or wal I lurninaire to be modified as specified. NOTE: Arrow indicates "street side" of luminaire. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS <SYMBOLS AND ABBREVIATIONS> NO SCALE RSP ES-1A DATED OCTOBER 5, 2007 SUPERSEDES STANDARD PLAN ES-1A DATED MAY 1, 2006 -PAGE 400 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES-1A II,) 0 0 0) ::u m < -(/') m C (/') -I )> z C )> ::u C 'ti r )> z ::u (/') 'ti m (/') I ... )> ---------------------·--··--- PROPOSED ------ ------- -c--- -T--- -F--- -FO--- ---'I 0 PROPOSED -11-u CONDUIT EXISTING ------ ------- -c--- -t--- -f--- -to--- ---'I 0 SERVICE EXISTING oh ------ ~ ---, u t : Lighting Conduit, unless otherwise indicated or noted Traffic signal conduit Communication conduit Te I ephone conduit Fire alarm conduit Fiber optic conduit Conduit termination Conduit riser in/on structure or service pole EQUIPMENT Overhead Ii nes Wood pole "U" indicates ut i I i ty owned Pole guy with anchor Uti I ity transformer -ground mounted Service equipment enclosure type Service equipment enclosure door indicates front of enclosure Telephone demarcation cabinet POLE-MOUNTED SERVICE DESIGNATION ~ Type of installation TYPE H SERVICE -28'-10" Pole height above grade PROPOSED ILLUMINATED OVERHEAD SIGN EXISTING Overhead sign Single post Overhead sign Two post Overhead sign -Mounted on structure Overhead sign with electro I ier PROPOSED [TI- © ~ •+I ~ SIGNAL EQUIPMENT EXISTING -, 1----------1 PV -,-,;..,~ <.::-:----·:;-_, -~ --7..---n:_, ;; ' r -~r_:- < J. ;:~ ;S-C)---i' ', c·7 ' ,, • r-_:-,--,-_i ~:i; ~:i; ,-,.., ,-,-' Pedestrian signal face Pedestrian push button post Pedestrian barricade Vehicle signal face (with backplate, 3-Section: red, yellow and green) Vehicle signal face with angle visors Modifications of basic symbols: "L" Indicates all non-arrow sections louvered "LG" Indicates louver-ed gr-een section only "PV" .Jndicates 12" pr-ogr-ommed visibi I ity sect I ans "8" indicates al I 8" sections (only when specified) Type 15TS and Vehicle signal face Vehicle signal face with r-ed, yellow and green left arrow sections Vehicle signal face with red and yellow sections and up green arrow Vehicle signal face (5 Section) with red, yellow and green sections and yellow and green right arrows Type 1 Standard and attached vehicle signal faces Standard with signal mast arm only and attached vehicle signal faces and internally i I luminated str-eet name sign Type 33 Standard, Left-turn vehicle signal face and sign Standard with luminaire and signal mast arms and attached vehicle signal faces Cantilever flashing beacon T:tpe 9 Frame, with a sign unless otherwise specified or indicated Type 15-FBS Standard with two vehicle signal face sections with lens, backplate and visor with a sign Flashing beacon. One vehicle signal face section with I ens, back~ I ate and visor. "R" ind i cotes red indication, "Y" indicates yellow indication Controller assembly. Door indicates front of cabinet [, i ·:, T, ,-id_Jf IT 1 I 12 I Oro 55 550.0/0.5 To accompany plans dated -~1~0~-~2~9~-~0~7 __ SIGNAL EQUIPMENT Cont PROPOSED EXISTING C • 11111 --<Ill 0 Guard post Type 1 Standard with "Meter On" ---<J Emergency Vehicle detector NOTES: 1 . A 11 s i gna I sect i ans sha 11 be 1 2" un I ess shown otherwise. 2. Signal heads shal I be provided with backplates unless shown otherwise. 3. Signal indication shal I be LED. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION sign ELECTRICAL SYSTEMS <SYMBOLS AND ABBREVIATIONS) NO SCALE RSP ES-1B DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-1 B DATED MAY 1, 2006 -PAGE 401 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES-1B I\) 0 0 O> :ti m < (/) m C (/) -I :i> z C :i> :ti C 'ti I'"" :i> z :ti (/) 'ti m (/) I ... OJ ----------------··· ---------------------------------~~>Oc-0~• EQUIPMENT IDENTIFICATION ILLUMINATED SIGN IDENTIFICATION NUMBER: -----=--Sign number -Place on post or structure ~_i_2~ No. 12345· 10 ISL,SCI J .0, • •• Do NOT p I ace T -·r '----i::='...._ Transformer roting {kVA) ~---Lighting control type ~-----Number-and type of fixtur-es __ .i on standard or- str-uctur-e ELECTROLIER OR EQUIPMENT IDENTIFICATION NUMBER: .12345 - T 1 5'-o" ------c:__ Most arm length, if shown. Do not place on standard or str-uctur-e. "------Equipment number -Place on standard or structure. Existing equipment numbers are shown in parenthesis CONDUIT AND CONDUCTOR IDENTIFICATION: \1 ½"C,"_2-#~Q.L} 5tJ:14, 2 DLC1 ,,, ~1 ----Number and size of conductors and cables ~---------Size of conduit in inches ¢1, ¢2, ¢2P, etc. Tr-affic phase identification for signal faces, detectors and phase diagrams OJ [2,] [] Project note numbers @ @ (~) Equipment description, instal lotion ar item numbers /,;2" LC', & Conduit run numbers SIGNAL AND LIGHTING STANDARD (TYPICAL DESIGNATION): \19A1-\31-'-~ -1-T Wind velocity = 100 mph ~----Case 3 arm loading ~-----~standar-d type PROPOSED =CMS .... cii =EMS CJ<] M V ( ~)---~~-~ ~:~:~~~~:~:; :;e1eetttneu1mber MISCELLANEOUS EQUIPMENT EXISTING ____ ,ems _____ ,ems m V Changeable message sign Closed circuit television camera Highway advisory radio pole and antenna Extinguishable message sign Detection device M Microwave sensor V = Video image sensor 3 5 6 7 8 9 9A ----,., •-•a•------------------- WIRING DIAGRAM LEGEND P Pole CB Circuit br-eaker A Ampere V Volt M Metered UM Unmetered NB Neutral bus GB Gr-ound bus ------0- -H- 0 -fr- External conductor Conductor or bus Tie point Cont actor coi I Contoctor, Contact Terminal blocks Cont actor, Contact Enclosure bond G Equipment grounding conductor ,f,, N Grounded conductor (Neutr-al) : Grounding e I ectr-ode * ----Circuit breaker- :£ Receptacle PROPOSED PULL BOXES EXISTING D 3 D No. 31/2 pul I box No. 5 pul I box No. 6 pul I box No. 7 (Ceiling pull box) No. 8 (Pendant soffit pul I No. 9 pul I box No. 9A pul I box box) Pul I box-No. 5 unless otherwise ind i coted or noted. Pul I box-Additional designations or descriptions (C) Communications pul I box (E) = Pu! I box with extension (S) = Sprinkler-control pul I box (21) = Anchor-bolts and conduit for future instol lation of Type 21 Standard (T) = Traffic pul I box NO NC [1]~T (,):_liiT1 R(•I_ITE F'C'.,T MILE'.0 TUTAL ----+' ~,~,J~"~'-'~·,;2·G~ac~c~,-+~-'--, ·: HEC:: T':, 12 Ora 55 550.0/0.5 19 To accompany plans doted_~1~0_-~2~9_-~0~7 __ VEHICLE DETECTORS f~-----Vehicle detector designation I s J 9 u I T , ____ U = Upper l L = Lower ----~ Slot number in input file ------Input file (I or J) -------Phase PROPOSED □ ·◊ El 0 B 41111 EXISTING ,-----Type A detector loop. Out Ii ne of sawcut shown. Type B detector loop. Out I ine of sowcut shown. Type C detector loop. Out I ine of sawcut shown. Type D detector loop. Out Ii ne of sawcut shown. Type E detector loop. Out I ine of sawcut shown. Type O detector I oop. Out I ine of sawcut shown. Magnetic detector Detector handhole Microwave or video detection zone ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS <SYMBOLS AND ABBREVIATIONS> NO SCALE RSP ES-1C DATED OCTOBER 5, 2007 SUPERCEOES STANDARD PLAN ES-1C DATED MAY 1, 2006 -PAGE 402 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES-1C I\) 0 0 Cl) ::r, m < (J) m C (J) -I )> z C )> ::r, C "ti r )> z ::r, (J) "ti m (J) I .... 0 LOOP INSTALLATION PROCEDURE 1. Loops shal I be centered in lanes. 2. Saw slots in pavement for loop conductors as shown in detoi Is. 3. Distance between side of loop and a lead-in sow cut from adjacent detectors shal I be 2'-0" minimum. Distance between lead-in sow cuts shal I be 6" minimum. 4. Bottom of sow slot shol I be smooth with no shaop edges. 5. Slots shol I be washed unti I clean, blown out and thoroughly dried before instal I ing loop conductors. 6. Adjacent loOps on the same sensor unit channel shal I be wound in opposite directions. 7. Identify and tag loop circuit pairs in the pul I box with loop number, start (S) and finish (F) of conductor. Identify and tog lead-in-cable with sensor number and phase. 8. Instal I loop conductor in slot using a 3/i6" to 1/4" thick wood paddle. Hold loop conductors with wood paddles (at the bottom of the sawed slot) during sealant placement. 9. No more than 2 twisted pairs shall be installed in one sawed slot. 10. Allow additional 5'-0" of slack length of conductor for the lead-in run to pull box. 11. The additional length of each conductor for each loop shal I be twisted together into a pair (6 turns per 3'-4" minimum) before being placed in the slot and conduit leading to pul I box. 12. Test each loop circuit for continuity, circuit resistance and insulation resistance at the pull box before filling slots. 1 3. Fi 11 s I ots as shown in deta i Is. 14. Splice loop conductors to lead-in-cable. Splices shall be soldered. 15. End of lead-in-cable and Type 2 loop conductor shal I be waterproofed prior to installing in conduit to prevent moisture from entering the cable. 16. Lead-in-cable shall not be spliced between the pull box and the controller cabinet terminals. 17. Test each loop circuit for continuity, circuit resistance and insulation resistance at the control !er cabinet location. 18. Where loop conductors are not to be spliced to a lead-in-cable, the ends of the· conductors shal I be taped and waterproofed with electrical insulating coating. 1//' Min to ½" Max for Type 1 I oop for Type 2 loop conductor Direction af travel -6'-o" r-----1 Laneline-0 --_L_ " ' 6'-0" ~ I , 6'-0" H -= :i J: ~-L__j-= -·----y-\ o·r ·;.-Laneline -' _'Sl_ _j_ ![~.A EP Ws -.-a, -' I <01__ 11 --+-EP --"-EP Pul I box Pul I Pul I box Pul I box TYPE 1A INSTALLATION TYPE 2A INSTALLATION TYPE 3A INSTALLATION DETAILS TYPE 4A INSTALLATION 7 r ~Ii SAWCUT (Type A loop detector configurations illustrated) 1. 1A thru 4A = 1 Type A loop configuration in each lane. 2. 18 thru 4B = 1 Type B loop configuration in each lane. 3. 1C = 1 Type C loop configuration entering lones as required. 4. 10 thru 4D = 1 Type D loop configuration in each lane. 5. 1E thru 4E = 1 Type E loop configuration in each lane. 6. 10 thru 40 = 1 Type O loop configuration in each lane. (Use Type A, B, C, D, E or O loop detector configurations only when specified or shown on plans) ' I I ' WINDING DETAILS See Notes 6 and 7 ROUl f: 12 Ora 55 h):,T IJ.I LE', fL,TAL l'POJ[l'T 550.0/0.5 hlTAl '~HE~TS I 19 I~ iJ ... ,,,'-". =-"'-'-'c:='-""-"'-------I ) To accompartj plans dated __ 1~0~-~2~9~-~0~7~_ :-~',----+- I I Depth as required - Deptt"i as c requ I reG--j"~-":i ~-- -Loop sealant µ_~~~·4;_,"· ~ 3 turns loop conductors (unless otherwise specified) -Loop sea I ant --' Deptt, as [! ~:--,. • I required-, , ~; ---Loop sea I ant "·-Splice TYPICAL LOOP CONNECTIONS I I I 0--1-~--~ I I SECTION A-A SECTION SLOT DETAILS TYPE 1 AND Loop conductors (twisted) See Note 9 --2nd loop (twisted} 1st loop (twisted) B-B TYPE 2 SECTION C-C LOOP CONDUCTOR {Dashed I ines represent the pul I box} STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS <DETECTORS> NO SCALE RSP ES-5A DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-SA DATED MAY 1, 2006 -PAGE 423 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES-SA I\) 0 0 m :::c m < (/) m C (/) -I )> z C )> :::c C .,, r )> z :::c (/) .,, m (/) I c.n )>