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HomeMy WebLinkAboutDWG 429-9; 3607; FARADAY AVENUE AND EL CAMINO REAL; 01-13CITY OF OCEANSIDE NOT TO SCIILE HIGHWAY 78 I '---, r•-7 •• I I I I I I I I ~ PROJECT LOCATION _...., I I --, I CITY OF VISTA I I ~~ \.--_RO=Ac---~ ~~~~:.:-r-A~~~ A,L ~ I ,~ ~oR" ,►-, ' I ,;;> PACIFIC OCEAN ,'L.. r I 'C-0 'i,1;, I_, CITY OF SAN MARCOS 1/~"."", _ _p,F.c~osr; ' AVE ' ,... I I \ I__,..__ \ CITY OF ENCINITAS VICINITY MAP NTS CONSTRUCT/ON PLANS FOR INTERSECTION IMPROVEMENTS OF FARADAY AVENUE & EL CAMINO REAL (PROJECT NO. 3607) CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR MA TT HALL -MAYOR PRO TEM ANN J. KULCHIN -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER NORINE SIGAFOOSE -COUNCIL MEMBER RAYMOND R. PATCHETT CITY MANAGER GLENNPRUIM DEPUTY PUBLIC WORKS DIRECTOR FOR ENGINEERING SERVICE$ I CITY ENGINEER WILLIAM E. PLUMMER DEPUTY CITY ENGINEER FOR DESIGN SALK AVE FAA.ADAY AVE \t./if'~OR FARADAY DR PROJECT LOCATION l LOCATION MAP NTS fSHm7 CITY OF CARLSB~D 1137 ~ ENGINEERING DEPARMENT ~ PLANS FOR THE IMPROVEMENT OF: FARADAY AVENUE AND EL CAMINO REAL TITLE SHEET 11 AS BUIL T 11 4~ If~-/0 -'-• 08 P.E. Zf'Jf?(, EXP ,0:{·-7/· Zli(/J DATE l---!------l-----------------1------l------l------1-------I APPRO::i WILLIAM E. PLUMMER &!!~ t, ::R/~ REV!Ew'ED BY, UJ~L l INSPECTOR 4 'y 6-2.C-f·O~ DATE l---!------l-----------------1------l------l------1-------I DEPUTY CITY ENGINEER RCE 28176 EXP. 3/31/06 ENGINEER OF WORK PROJECT NO. 3607 ----- DRAWING NO. 429-9 -~ ------=------· ' - ' ·\ '! l I • I '\10608 I REMO VE ALL PIPE, PIPE FITTINGS, VALVES, AND APPURTENANCES --A 51 0 e @ PROTECT IN PLACE. N'LY EXIST. ABANDON EXISTING DRAINAGE INLET, REM OVE TO R/W @ 24" BELOW GRADE AND CAP WITl1 BRI CK AND MORTAR. ABANDON EXISTING PIPE AND FILL VAULT HOLE WITl1 MORTAR PLUG. CONSTRUCT 18" ID CML AND CMC STEEL PIPE, FE X PE PER CMWD SID W-2. STEEL THICKNESS SHALL BE 10 GAUGE (0.1345-IN) MINIMUM IN ACCORDANCE WITH CMWD STD. SPECIFICATIONS, SECTION 15061. '4g\ CONSTRUCT ROMAG FLANGED COUPLIN G ADAPTER '-::':.) STYLE "501" OR APPROVED EQUAL (L=14"). ALL BOLTS SHALL BE TAPED WRAP PER CMWD SPECIFICATIONS. PUNCH 1' DIA. HOLE AND FILL WITH AGGREGATE BASE. SAW OFF TOP 24" OF EXISTING VAULT AND FILL WITl1 AGGREGATE BASE. REMOVE EXISTING 10" STEEL PRESSURE REDUCING DISCHARGE . w 0 .,: u.. w (.) .,: u.. I (10') FARADAY AVENUE (t (VAR 42' TO 63') (32') (VAR 32' TO 40') (10') VAR 32' TO 53' 5' VARI ES ,. ' TO 22' TYP. SAWCUT LINE - EXIST STRUCTURAL SECTION CONSTR UCT S'LY EXIST. N'LY EXIST. R/W VARIES PER PLAN JOIN EXIST TEMP. CON ST. EASEMEN T ~ R/W (1 O') 5' VARIES .5' TO 6.5' (VAR 39'TO 40') VAR 39' TO 42' 34' FARADAY AVENUE (t (VAR 24' TO 25') VAR 25' TO 30' 20· EXIST STRUCTURAL SECTION S'LY EXI ST. VAR 10' TO 11') 5' I VARIES 3.5' TO 8.5' I R/W CONSTRUCT 2' ~-----<11 38 r... r..f.,_ ASPHALT CONCRETE =~AGGREGATE BASE m °" :::, 0 m °" :::, ,:,, ~ASPHALT CONCR ETE ~ AGGREGATE BASE TYPICAL SECTION -FARADAY A VE. (EAST OF EL CAMINO REAL) 49 1 o• STEEL PRESSURE RELIEF DI SCHARGE <:=::iFLOW 47 47 f-f-a:: z §Z z <(~ (l_~ °"~ o> !:':! ' :::, <( f-z r NEW BACK ---------+-i$i~:-----,;;=Ntio~---!&C/l~.,:,--____ ....t:...l' _ _,,OF SIDEWALK ~ N O > 'z O "-~I '°-f-~~~ .___A >-' (/) X w 0 ;;:: w z PRESSURE REDUCING STATION SECTION A-A H. T.S. WORK TO BE DONE: Tl1E IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1. Tl1E CITY OF CARLSBAD SPECI AL PROVISION S. 2. CALIFORNI A DEPARTMENT OF TR ANSPORTATION STANDARD SPECIFICATIONS (JULY 2002 OR LATEST RE VISION ). 3. CALIFORNI A DEP ARTMENT OF TR ANSPORTATION STANDARD PLANS (JULY 2002 OR LATEST REVISION). 4. FEDERAL HIGHWA Y ADMINISTRATION {FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY Tl1E MUTCD 2003 CALIFORNIA SUPPLEMENT. 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION OR LATEST REVISION). 6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2003 EDITION OR LATEST REVISION ). GENERAL NOTES 1. ALL WORK SHALL BE DONE ACCORDING TO Tl1E APPROVED PLANS AND SPECIFICATIONS, AND THE CURRENT CITY OF CARLSBAD STANDARD SPECIFICATIONS, Tl1E CITY OF CARLSBAD STANDARD DRAWINGS AND ALL APPLICABLE CI TY OF CAR LSBAD ORDINANCES. 2. Tl1E CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARD S, LAWS AND REGULATIONS. 3. THE EXI STENCE AND LOCATION OF UTILI TY STRUCTURES (ABOVEGROUND AND UNDERGROUND) AND FACILITIES SHOWN ON Tl1E CONSTRU CTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CA LLED TO Tl1E POSSIBLE EXI STENCE OF OTHER UTILI TY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATI ON DIFFEREN T FROM THAT SHOWN ON Tl1E PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONAR Y MEASURES TO PROTECT Tl1E UTILITIES SHOWN ON Tl1E PLANS AND ANY OTl1ER EXISTING FACILITIES OR STRUCTURE S NOT SHOWN. 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITl1IN THE PR OJECT SITE SUFFICIENTLY AHEAD OF Tl1E CONSTRUCTION TO PERMIT Tl1E REVISION OF THE CONSTRU CTION PLAN S IF IT IS FOUND THE ACTUAL LOCATION S ARE IN CONFLI CT V.,TH Tl1E PROPOSED WORK. 5. THE CONTRACTOR SHALL NOTIFY AFFE CTED UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO STARTING CONSTR UCTION NEAR Tl1EIR FACILI TIES AND SHALL COORDINATE Tl1E WORK WITH COMPANY REPRESENTATIVES UNDERGROUND SERVICE ALERT (800) 422-4133 SAN DI EGO GAS & ELECTRI C (800) 660-7343 SBC (800) 892-0123 ADELPH IA CABLE (760) 438-7741 SEWER , CITY OF CARLSBAD (760) 434-2980 WATER, CITY OF CARL SBAD (760) 438-2722 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERM ITS HAVE BEEN OBTAINED FROM THE CITY AND OTl1ER APPROPRIATE AGENCIES. THE CONTR ACTOR SHALL NOTIFY THE CITY OF CARLSBAD AT LEAST 48 HOURS PRIO ARTING CONSTRUC ON O Tl1AT INSPECTION CAN BE PROVIDED. (TELEPHONE 760-438-5541) lif'E'E R£MOV.4t -,I/ T0?;4t or 12 TifEES TO .8E RctVOIIEt) S-/IJ/LL 8E ,f'EPi.4CE NIT# 24"MK ,P,t'4TANUS. /ICE,f/f'Ot/11 h,BlM.O 0().0' Ttf'EES ,Pi,4#Tc0 AT ,4 iOC,4770# <7E5i' . !8Y T, 'E CITY ENG/NE£~. A G AND COORDINATES NAD 83 {1991 .35 EPOCH ) POINTS AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD OF SURVE Y NO. 17271 USING POIN TS: 108 N 1996667.594 E 6248033. 709 2.5" DISK IN DR AI NA GE BOX INLET ON NORTl1 SIDE ' H. T.S. I I OF PALMER WAY, 100 FEET EASTERLY OF COUGAR DRI VE "A S BUILT" 97 N 1992628.340 E 6250181.587 DISK IN MEDIAN ISLAND CURB AT END OF CURVE OF EL CAMINO REAL, 350 FEET NORTl1 OF PALOMAR AIRPORT ROAD IN LEFT TURN POCKET. .414%;., &~ ct<: PE, ?.BOC, EXP. 3 -S(,2#10 TYPICAL SECTION FARADAY A VE. (WEST OF EL CAMINO REAL) TEMP. CONST. EASEMENT PROPOSED W'LY R/W 10· JOIN EXIST 5' W'LY EXIST. R/W (1 O') VAR 3.6' TO 16.6' N.T.S. {63') (53') VAR 63' TO 76' VAR 53' TO 66' 47.9' SAWCUT LINE ---- EL CAMIN O REAL <t (53') {63') ---- t'0-<26 -ol?) 04TE CONSTRUCT 6" ASP HALT CONCRETE 6" AGGREGATE BASE ---- EXIST STRUCTURAL SECTION TYPICAL SECTION -EL CAMINO REAL INDEX OF SHEETS: NO. 1 . 2. 3. 4. 5. DESC RI PTION TITLE SHEET NOTES, DETAILS AND TYP ICAL SECTIONS PLAN AND PROFILE FARADAY AVE. FROM 600' WE ST OF EL CA MIN O REAL TO STA. 7+50 PLAN AND PR OFILE FARADAY AVE. FROM STA. 7+50 TO STA . 12 +00 PLAN AND PR OFILE FARADAY AVE. FROM STA. 12+00 TO PALMER WAY 6. PLAN AND PROFILE EL CAMINO RE AL FRO M FARADAY AVE. TO STA. 102+50 7. PLAN AND PROFILE EL CAMIN O RE AL FRO M STA. 102+ 50 TO STA. 103+54 8. TRAFFIC SIGNAL AND STRIPING GENERAL NOTES 9. TRAFFIC SIGNAL PLAN FARADAY AVE. & ORION STREET 10. TRAFFIC SIGNAL PLAN FARADAY AVE . & PRI ESTLY DRIVE 11. TRAFFIC SIGNAL PLAN FARADAY AVE . & EL CAMINO REAL 12. SIGNING AND STRIPING PLAN FARADAY AVE . & EL CAMINO REAL 13. SIGNING AND STRIPI NG PLAN FARADAY AVE. & PRIESTLY DRIVE BENCH MARK: COUN1Y OF SAN DIEGO BENCHMARK R1 800 355+09 BC. CENlERUNE WEll MONUMENT AT INTERSECTION OF EL CAMINO REAL ANO FARADAY. 3" BRASS CAP RCE 36433 NGW 29 ELEVATION ~ 317.114 FEET N. T.S. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY, AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HARRIS AND ASSOCIATES ADDRESS: 750 B STREU, SUITE 1800 SAN DIEGO,CALJFORNIA 92101 TELEPHONE: (619)236-1778 FAX (619)236-1179 EHAB S. GERGES R.C.E. 59991 EXP. CMTE: 6/30/04 CMTE PREPARED BY, 1111 HARRI S & ASSOC IATES 750 B Street, Suite 1800 San Diego, CA 92101 6 9) 36-1778 • FAX (619) 236-1179 S BUil TREE ,PL'AAI.T,,WG ;VOTE' €-Zft·t?f2 II DATE DATE INITIAL REVISION DESCRIPTION 04T6F ENGINEER CJ=' ~K N.T.S. NOTE: E'LY EXIST. ITEMS®To@ ARE REMOVED, SALVAGED AND REFURBISHED, FROM EXISTING AIR VENT. (10') R/W EXIST. R/W 0 EXISTING AIR VENT ® TO BE SALVAGED FOR PROPOSED PROTECT IN PLACE. 6" OR 1 O" STEEL INTAKE AIR CAP, ALHAMBRA FDRY. MODEL NO. A-2163 (GALVANIZED). 6" OR 1 O" 10 GA. STEEL VENT PIPE, PRIME AND PAINT ABOVE GROUND. RELOCATION J ® 53}--+,r--.,BACK _OF WALK @ 6" OR 1 O" PVC AND STEEL ADAPTER . 6" OR 1 o· PVC go· BEND . 3• @ ® @ @) CONCRETE VENT PIPE ENCASEMENT. 6" OR 10" PVC PIPE. 6" OR 1 o• PVC COUPLING 6" ~--,,, REMOVE INTERFERING PORTIONS OF PVC PIPE 6" & 10" AIR VENT RELOCATION BACK OF GB WALK 14' (0.5%±) GB 4' ,. 6" ASPHALT CONCRETE__/ OVER 95% COMPACTED SUBGRADE DATE INITIAL OTHER APPROVAL 4" PCC A I _;,. ... . 4 : ... 4" ASPHALT CON CRETE 6" AGGREGATE BASE ~ · .. • • 4 .• .. ·-• . . •· . .. 6' OAlE INITIAL CITY APPROVAL . •. 4 .. . ~ A .• 6' DRIVEWAY DETAIL FNCNJAY AV£. STA 12+38.811 N.T.S. . I SHE2ET I CITY OF CARLSBAD 1137s ENGINEERING DEPARMENT ~ -------------- PLANS FOR Tl1E IMPROVEMENT OF: FARADAY AVENUE AND EL CA~ REAL NOTES, DETAILS, AND TYPICAL SECTIONS ~ {, • < ,~-eo-o.s Ai::a WILLI~ DEPUT'r' an ENGINEER~EXP. 3/31 /06 DAT£ DWN BY: EG, IE CHKD BY: ESG. FIELD BY: PROJECT NO. 3607 DRAV.,NG NO. 429-9 110608 022206 I ..c, 318 316 314 312 316 314 312 310 20 ' - . - -... .. . - -- .. ,_ - . -- -. . . -- -- - 3+00 ·- - - . - - ~ - r -.. --- -. - - - - --- --· - - r · . . .. -·- .. -. --,- -'. ... -•--- - •-· -.. - - _,.._.. __ _ -. .----,:_- - ·r -' -' --. -,-. I- ,- . - r r r -·---:: r-. -,. -. 4+00 - . - . --- - - - .. - e - .. · ~I-- ~ ---ti).:. .. " "' ., ... ·- ,_ o r<> . G-' " ,,-0-1-VJ p "IQ , ·-•-· g . ci- ~ L01W-+- I= -- . . - 5+00 ,. - . - .. - - -- - -~ - -1 -·-·-- -- - ,-,- V IJT4 IOW = - .. ---- - . e - - T L . -~ .. f- . .• (0 0 ... Qi; 0 _J- IS nt-l -E i<0 NI ell S' 'f -- - - ,-- ---- 6+00 --,- .. . . - - - - - ,- . - ,- w r -6. 4 "' ::IJ!]_ - -- -26 80 C'JO I- I-0 I =-,_cc--X <O '!i r ~ .., Z ;;, " ..., '--'"--' [1 . %' -~ - LEGEND r ' r . - - 0 w - 0 IX) I() ,. -·v, IO 0 . ..-·-·-0 e +·-'w • r r------ ·- 6 . . ;,;-. -XI en .. _ I I t,j At K AltK ::as29 ll . - 7+00 DAYLIGHT LINE -· ,_ -- e e il') Vl - . --., - -~ . ., -- -1=t-1 • -, .. --- - - I- - 0 0 - - --.. ------ . -- - ,-- -..... ·-' - •- .. .. ,_ ' . r .. . -. ---· . --·- -. -r .. CONSTRUCTION NOTES SAWCUT LINE. PROTECT IN PLACE. \\ -------SAWCUTLINE 0 _,..--.-___ -_::-_-1 r~=:-==-~-==-==------=~~•_,~ ...:-=-=-----=-_ ___ _ _ 3 CONSTRUCT PCC SIDEWALK PER SDRSD G-7, CONTIGUOUS. .. ... -- - r - -- SCA LE HORIZ: VERT: 1" 20· 1" 2' 318 316 314 318 316 -__::.._. ----._____ --- -~ ---:....:::::::::;-I ;. 0 . . , __ .:::--------~---I _c:0,+-----, '-----_ -----.,;;-~""-.,E~&"' __ -=:__:-:r::::-6 PROPOSED SLOPE (/) J;>: CONSTRUCT 6 CURB AND GUTTER, TYPE G PER SDRSD G-2. ~-====---------: -~\ ' . --i'-----_--==--=f~ ~;::_--_----_J_ D PROP OSED AC PAVEMENT ---'M ~ 0 CONSTRUCT CROSS GUTTER OR PORTION OF CROSS GUTTER PER SDRSD G-12. ~=====::LI -'=====''c' -:====21-£":R<:ea, ... S.°'= c, ----::_:::--__ ::::---. 0 -:I: G)9 CONSTRUCT A.C. PAVEMENT AND BASE PER TYPICAL SECTION ON SHEET 2. -__ i ~-~ =--=-' ~. r::: ~-JI gi JID JI ,v D:~-f=~--, ----------..::__ - ---□ PROPOSED CONCRETE IMPROVEMENTS ~ ~ r: 0 REMOVE AND DISPOSE EXISTING A.C./A.B .• SIDEWALK. DRIVEWAY. CURB RAMP. ~-= I ·c-1 ~~ =l':'lc ~ 1 , f-r\ -CUR B & GUTTER, AND CROSS GUTTER. ~ ; --=--=--= ~ i==· ~~~ -"=s _ 'r / "2,D 1\.,.-._ • • • • . v \ ~ ~ Q,o RELOCATE EXISTING INTERFERING IRRIGATION VALVES, MAINS, -5"-~ Hoo ~ = -~ ~ I ~ tf'c!HtJ//E 4#/l /i'Elz'.4Cc l7AVE41Ell7 \ '\, v.:::J LATERALS AND SPRINKLERS TO BACK OF SIDEWALK. ~-----:+?:-;-· ,co cc ,+so rn" "C n II 'I 4+so 5+QJ ~-='1',1= ~-,~ --/; (1/r-TtJE:/7/JS~_:_~:_A:MAIN A vaNUE \"' _1=,_ = ~ @ REMOVE AND DISPOSE OF EXISTING TREE. ' r f , .. , -= = ' ~<;-~~=-=-~ -I fi3' REMOVE AND DISPOSE EXISTI NG CONCRETE MOW STRIP . . (fSO ::::::::::::~=:r--:~::="':: .. ·:::::;~:~:\~;~--r ,~==-=~::=..A7~ ~ ,-\ ~ .1,, , ' " · B+oo o,,, ,+oo \ --b'P'""'"l e RELOCATE EXISTING TELEPHONE CO. CONTROL PANEL (WORK DONE BY OTHERS). 37~ @ -=!=----:=~-------~-----~~~==---::ccc-1",a:3j0A~!!c B ~ r / k: ,,. (✓ 4 ~~ ! + --i~:'e.~,f':~;·°"',~,~-,::::;;::~;~6fl:5o=~===:;::~:;::•:•:•~--=_:_·:~~~t'.:'.!._•:,~\~;: .. :::~--5--~=-:..:...:: \ @ DEMOLISH EXISTING SIGN AND FOUNDATION. s ~ ~-, .. --=s ~ .. :' ; ~ ~ ~ .. ,,. "' ~, '---;; '-I .1, s 21 08) E.1rEA15ll.lAI rti E.11sr1A16 ctJl'l'Ftf l'l/¥.Al'TE.f co.~" .rrop ;s rl/,f//t'/110 l.l""~'gl17P...✓. ~11eA1stoNl'M tt1'"'o w-~ ___J ~~--~· c..~. = -~~-----; l :.,~ f.f \~,, mi•~;_ :+";_•:.a.• 1 8 "-., 21;"; 19 (-39 ) (1g -39 \\ \ \ {@ RELOCATE EXISTING WATER METERANOMET;;t/,l}(/tTBE/1/,'/,tJS/.OEN,4/,I(. SOLIJE/lCtl,Pff,f',Pll'E1 1 ---'e "'-/:,1 ~-• -:::/ 'C' 2'~0 -{:: l/j .J, \ ~ -=--RELOCATE EXISTING IR RIGATION VALVES AND LA ERALS TO BACK F SIDEWALK.,-.,~-~•-~_,._~ I -~.. Seo '7 , -.7 ':_-~ ' :-:_cc!~~" .. -~-I 9~ 1.11 en/ ,J -~\-~ 22= =:j-+e~-C~--;>=-J== ~ :-c=~ --3\T=-~-r-.... § RELOCATE EXISTING STREET SIGN AS NOTED. -.~L -=-~.,~::: -----% --· . -..-~-<rs£ '"'-"-: _ _,, ~ -£-IS'± v~o· ~ RELOCATE EXISTING AIR VENT PER DETAIL ON SHEET 2. ;;_eiJ'---~ '•,,-EXIST R/W '•su,,,, -H vi~ ,.,_ . ~ ,:__. · • • /; · ,Fl__ ,\ T .---j .. 1 ~p_....,=-u,~ 1• , ,e-:-.. '/V 0 '"'' \ ..:)_ Q ~~-~ ; 3 i i ..... •c...z_ -I ;\=: "'""{ \/ ."."l •. ,.1 ~ Tc •.·. .B,. _ , ..... ~ , "<I), ~ I ~I , •-~ //\ t21J SEE TRAFFIC SIGNAL PLANS. ~ ~ , \ ~ c50« "'1-37< l'c f:.1 -r-..L.j.1,._L ~"-. ''•1'. ,~ ~ ;.,.7 , ____ '----t: l/),~ ,RELOCATE EXISTING FIRE HYDRANT.PER CMWD W-12. !NSTALLEDNEWTE.EW/6:GVNEf6"PVC ~ \~ );_<•,;c,P ~~CL c.;~ ;:l ~~!=' ~ 8' : IE~ -& W '---:J15 ~ -r;rt"-h)-i-l'li-t:/ } ' ~ .::':. • •1';;:;' • • , ;•-/ ' , \' / / ·,.. ~ :._... j;_ (261 _§:LOCATE EXISTING TELEPHONE /CATV RISER ,(WORK DONE BY OTH ERS). ~ 5• r. r---X (-? \. / )~(2 ll() er ~··-1r ~ =, 1E /\ w ,-.__ --/-J \ · , ~ • 11i / '! '.= ~ --, . ., V z 20 ~ •rr ' ui w <r " O ;,--;:::-<c> :C, • "' '° {~ v•' <r ~ > ~ ~ w • • · • f . ' < •-•-• • -.I @ RELOCATE EXISTING SDG&E TRANSFORMER (WORK DONE BY OTHERS). '""' '28~ 2 I ~ti¼ II)=" u2 > !'1 ,,..~ ,.-.:,, .-~ §~ ~~. t ~ :-",. "·~h ::-' ft'~ 3-!. __, ~ I ~:;t .". , ,: . r:;;;... 40 NO 0 0 © © © \ "",« ..,. "' ~ ~ in ---... __, v '-.:? ,~ /'26' ,\· . ~ "' ~ -,~ o, • IE tj -~ r-.,S • .i , t . !.· . / -,· I t..-+ '2:31 ADJUST EXISTING WATER VALVE FRAME AND COVER TO GRADE. \ fl: 4: 18 o IE 2~ <c> t'"' . -0 'ii:,,, ' , _, • · ' r \ _,,,ti O 31 ADJUST EXISTING PULL BOX FRAME AND COVER TO GRADE. I-.,,-... 1,J /'! t, ~ ..;:_} 12 u, (s QQ~.w •, a,-ii-. 1 CD ·' ,--• , 1-t---~-!...---'-t"-(Jl ® 2 ~ 26 IE 10 1. -3 __, :z: +,..; (§"°\. r , w 'w • . / ,/AIJ", 1 /. ~ ... J. F ,r7 CURVE TABLE RADIUS DELTA LENGTH TANGENT 65' 28'58'13" 32.87' 16. 79' 60' 24"52'57" 26.06' 13.24' 600' 4 ·30'05" 47.14' 23.58' 20' 103'15'11" 36.04' 25.26' 20' 85'19'26" 29. 78' 18.43' 2 2 r>= " l'!oO <c> .,,-" l"Zci"'-l C. 1';;\2 , \01;, lXlo !:: ~ ·~• D · · · 5 Yf/-4,lf:-~ €',.-: b "tp' ~ @ E PER CM WD W 20 ~ '-' 1,. _ '.;/f ,~ ~ 1-;,;11,. ,-'. ~ I\ 1 ::"(.3() /l O) 37 RELOCATE EXISTING BACKFLOW DEVIC -. , 2 ~ 14 IE, ~~ *~';, '{j , . ',.,~,t 37 ,~ (2.,) '3g\ CONS TRUCT TYPE A CURB RAMP PER SDRSD G-27. 2 2 15 + ~ ';::; • !l " ,('l ""' R '-+' I::!.':) APN 212-062-1 3-00 ~6'<-~ t.:3)) , ... ... /./,,._ ~' j 1 ' 2351 FAR ADA y AVE "LU 4 ~ ~ ~sl l --;"'/AllS~f3Q/UIIJIL"'iT,=--:,-;;-, ---,~~;;:;EV-;;,!E~W-;;,'EO;;B~Y-::, -----r;:::1 s=H=~E=T::;l-;:~~c~=,_T~Y~~=o_=_F~~c~=A_=_R~L~S~=B_=A_=_o~:::::;-;:1====s::;1I BENCH MARK: COONTY Of" SAN DIEGO BENCHMARK R1800 355+09 BC. CENlERUNE 'W£L1.. MONUMENT AT INlERSECTION OF EL CAMINO REAL AND FARADAY. 3" BRASS CAP RC£ 36433 PREPARED BY, 1111 HARRIS & AS SOCIATES 750 B Street, Suite 1800 Son logo CA 92!0I {~19 /23 •1778 • FAX (619) 236-1179 ... ( ,tv-M s· ; , ~ ,// -/,WJPECTtl/i': lv.{~,; ••. ,111),n. _ENGINEERING DEPARMENT l' ,,_,,_ /'.' ,_,,,,,. @ ·~ ., ·-r--J /I/ / PF 'Z8r7(-E'p.3·'1/-7(M}D,tiTE 0.'IITE /3 ·l..'1.· 0 ,a PLANS FOR THE IMPROVEMENT OF: "' " -FARADAY AVENUE AND EL CA~ REAL FARADAY A VENUE FROM 600' WEST OF EL CAMINO REAL TO STA. 7+50 APPROv_ED • Wl~A~UMMER aall//&Hn ~ /o/2:Z1ac::n /'7-2,,,,, ..... .,,- oEPuTY aTY ENGINEER RCE 28176 EXP. 3/31/06 DAT£ , .. ~ 20· GRAPHIC SCALE 0 600' 14·40'39" 153.70' 77.27' NGVO 29 ELEVATION = 317.114 FEET I/ i II II ,4S /3{//Lt. DWN BY: EG, IE ESG. PROJECT NO. 3607 DRAWING NO. 429-9 ,< I v,--- EH, . G RG[ !/R.C.E. 59991 . DATE DATE INITIAL ENGINEER OF WCIRK REVISION DESCRIPTION OA1E INITIAL DA1E INITIAL CHKD BY: FIELD BY: OlHER APPROVAL CITY APPROVAL 110608 022206 320 --- e 318 • -/ -- 316 -- = ~ - ,- -- - - --~- - - V) ... 3l . .,. E>· o - - . . -. -- -(I.}_ - "-- IX) - ·- --' - - ~ V) -H -8 .;_ 0 . _-L 0 'J . a, w ~----- - r -r - - - -- - - -- = -.. f . ... - ---- ' -. ~ - - -5 .a- l t- - - ' - -,_ - -- - 85';) -- ---- . ---- - -. --~ :• 7 _ _o9·• - - - Q) <O - -_J "' r rs-,tf _:e ND I ~ IIJ '·: V I"")/_ -.. -sr. _ -ti. =G>· JO -Q ·-,:· 2~- - -·- " ,~ - 0 "'---=f~ =sJ lit G,_t:; -==cc"':ccl-~ -,...._ =-.,,..-w @1=S E1 -• o w ~~ -... .. 320 -.• - . - ~ .. 318 I ---' -- - 316 ... --319 -- ~- (.) ~I - 320 i-= 318 316 = 314 - 20 ' 1" = 20' ·--. - -, -, - l--• - - --- . --- 8+00 - -. - - LEGEND -- - - - - E IS-NI G \_LI rflil B~Fl' ,,AtK - DAYLIGHT LINE ,_ ,_ - 9+00 <Xl "' -"' w -- - 4: ::-=r!)-w - --·- 1=~ -•- -!-- -- 10+00 - - - - =,: :=I: 1:I:;; le~ 1--- (0 ..-(I,} 'I:'" -;l «>)!(: - SEE SHEET 6 FOR PLAN & t=4=2'.0 w = -- ... . . -""" +-- iO - - • r ~--- . 11+00 -- -EXJ~~G G, .. ND •-,,, ~- PR fr'' SE/· ---- 0 "'~ = Oa, "' -~ t:,. ~w - -L 315 - - -320 H • --- 318 -·--r --------- -SCALE 316 - HORIZ: 1" 20' -·--VERT : 1" 2' ------314 12+00 CONSTRUCTION NOTES 0 20 40 PROFILE ALONG tL CAMINO REAi' L 4 I 0 SAWCUT LINE. ~~-- GRAPHIC SCALE SAWCUT LINE ;Ii APN 209-041-29-00 DAYLIGHT' (";;\ 1/ I I I I J, -~ I I I 10+64.74.BCR 2 l \ I "t II I 11 1 ~ bD .. ~ ~~~N±E~1l1nNG 15 5720 EL CAMINO REAL LINE 0 PROTECT IN PLACE. PROPOSED SLOPE C&G, S.~ .. & -' w O (";\ Z:c er 1 1 A.C. PA l!!MENT ~ o O Q ('.} CONSTRUCT SIDEWALK PER SDRSD G-7, CONTIGUOUS. D ·,, 1 -1 (8') 0 (4') I r,;-, -ir-+-,.,~....,,-1 1-~h 5 I ~ :>w, lz' 10 4 12 10 43 2 CD 2 + fi? 1 PROPOSED AC PAVEMENT / // ~ fJ I , o 0:J I ; ~' n 2 1 w L!~='=='m¥·~~J ~ ~ :::J >-~~T.l::J C"4 0 CONSTRUCT 6" CURB AND GUTTER, TYPE 'G' PER SDRSD G-2. t □--·. PPRROOPPOOSSEEDD CTROANFCFRICETESIGIMNPARLOPVEOMLEENLTOSCATION / // •',,,-J :e J_JI I I II ~o+ ~'' ~~21 1 ; ·-·-~~'f91_3~~:0;2.., ~~-.-./ ;;-.. fl= 1 0:-,--, sr~,-. i,·1---~=r_-_-_"'"i -;-r-"\ fl= ~ 0 CONSTRUCT CURB RAMP PER SDRSD G-29. ,, m -----I \ "•~, :::---~. t '•<:~ 1 --< 1 >--~ ~ 0 coNsTRucT A.c. PAVEMENT AND BASE PER TYPICAL sEcTioN DETAIL sHEET 2. ~ i--:__::::_------_ __:::__-----=-=--=--=====-----/ -~ ~ -I I ~,, 1 -\J-;,<_,'\: ·:·=u-~ . . . '"'. _. _ . , ____ . .'-'":. Cl) /g' REMOVE AND DISPOSE EXISTING A.C./A.B., SIDEWALK, DRIVEWAY, CURB RAMP, ''. -• • · • ---• \:.) CURB & GUTTER, AND CROSS GUTTER. p ' ' • --- r:;:;-_10 RELOCATE EXISTING INTERFERING IRRIGATION VALVES, i.:_::,,; LATERALS AND SPRINKLERS TO BACK OF SIDEWALK. MAINS, .I "1 , "--, I o'_"'I , 1 I I ,,, • ~l a.~ ', ,~,, t,,\ REMOVE AND CONSTRUCT 6" A.C. 10+00.00 WEST FARADAY AVEN UE= f , ...__ -= , ::C ~ ~ IL CAR AD A Y 10+00.00 EL CAMINO REAL ~ "-'-" \L _/_ • _l_ -8"--RW · -~----'"' ---(12) REMOVE AND DISPOSE QF EXISTING TREE. @ REMOVE EXISTING METER PEDESTAL. --~~--=ss = -c/S~-=~==-=-=-~=-~ _.....;,;10,;,;+~o;;;o:c;.0;,;0~EA~S=T~F A:-;;R~A~D,,,A'&Y/J:-'--;\ VE.c.=Nc.:Uc::Ec..,;;_'-,,.. __ • ---I : I ,;;, ·~ I z'~s'--RW 11 -1 -r -"® -t2D . 21 I • -(3'zT : I ~ I ;~ (.v 1 ~ ~ ~ /,\~ llEL/JCATE EXIST/NG WAT& MEl"Elf AIVL? Jl.!1"0< //AULT N/1/;\l,r,(js) REMOVE AND DISPOSE OF EXISTING @ ADJUST EXISTING SDG&E VAULT TO GRADE (WORK DON E BY OTHERS). I,----~ S+oo g-+gz79 EL C-1'MINO REAL I o+s~~ 1'1-----, ~no 00 II 1, IL~~ f;_~;::;j~:;;:.;,· ~ ~ ~ A 1{,' ~ M:J = : ---£L ~ 1i~~f~t~~r~t~e~~u PCC CURB. 4' f-----I ----B+5D 9+oo s51 •4s·42"w ~ I -. ,.,__-ll'J..--C"°""':-,,..i ~II -~ ( . ( ,!\ l = 11 11 (\;__V FINISHED SUR FAC• • • . f?il RELOCATE EXISTING BACKFLOW DEVICE + ----~+-.----_ _,__ ---/ ----Jlj.___ 6 11, c-. --' _____ -;f-:J _ -'t':oo -.._ 1 --111,0 ---~:i1-----l---12 ~ RELOCATE EXISTING AIR VENT PER DETAIL ON ~ PER CMWD W-20. ;ID+I I I 111 I O+Ou I;' A -I \ }}b_,v~ ~_';n\ -S51 49'10"w . . -I I. -' -----1 eJ SHEET 2. REMOVE AND CONSTRUCT GRAVITY I //\ i T @ SEE TRAFFIC SIGN ~L PLANS. @ RETAINING WALL PER SDRSD C-9, ,1> 8 44 "wll 1 26 ,_-Q'.ai 21 2lj >& \\ .REMOVEJ1N.OREl"tA&l l1VJ,<,4 / ~21 ~3 ~ _9,,h \ I 1 4 "' _ ,\l. A "(.;:;'\ REMOVEEXISTINGWATERVAULTAND TYPECANDPERTYPICALSECTION u , " 1 , , -• _ • '-::::} APPURTENANCES PER DETAIL ON SHEET 2.' ON SHEE T 2. -~ = =· --i _;]) ~-AG I '-"--~,_,,."-.._..~ ''-""-"" ' L "' ---& lz3' ~f/;f§'JflZJfioififkl~fk'7J;t~ffJit,f'J.fr, 39 CONSTRUCT TYPE A CURB RAMP PER -~ '0,.--------:;:i-1----~;:::-I Ell II N l (,i\36 flAL ' \' -\~Iv,.: -----1 -;;:..._ -,----~ --~ a?'"~PJPE. _1 SDRSD G-27. \'." ~• ·: ~ ll!"'"""J81< .., "-:.J AND Cuv1:.R TO" GRADE (WORK DONE BY OTHERS) ~ ~-·, ---·•c ~\'0" ;::,! ~"' ¾ r ...;i· ~I -' :,, f ,..__..._ " 1 -~ --:;:;;::::;lp::==::;;;;F.J~$~'~'-:;J~;:;:::=t :!:::=t==F;:;===;:=~ (?,_\,ADJ\J<:T EXISTING >TELEPHONE MANHOLE FRAME Q RELOCATE EXISTING STEEL POST. ,,~-,____----:::::---------=--_:-DJ -✓-:,r_ ---l-;, , _, \""' -WAT ; c _ LL ~ -fir -lll---lH (l5)H---'=li:,i11 . VH -~ K µ. · , _. ~--' ~ -~ '· '. , ·" ~-,;-i,' -. •' /. I{) @ ~:_~SJVfv~1IS~~G C~~/~~7~D INSTALL @) SEE SIGNING AND STRIPING PLANS. ~ I") _ '7' _ -~ :::____ o;:t,.-:._ !-y \. _\_ ~ v~ i1 ~ _ ~ :~, ~w-__ t I _ = :i:-c= ,l; I ,, •Ai~' ,~ Jffe.~_{£~ ~ ".,~ . _.._ l::J 37 :~'35' ~ \ ~ --0 ~ 0 ::-.-: ~ LJ @ ~6~~\~ZJN~Xl~~NgTH~~~).HONE/CATV RISER e ~~~~~NT5X~~~NiE~OR:I~~~6EINi~6, ..J-(;; · -·• ---"=-, -_~---.• ---= __ -·_ _,. -.,. ' '' ,.,-. -WL ,..r-.. @ II 1· "' 3 1 ~ -,_;: s -16 ) I/..__.: "' _s;:::;; 10 ~ ~L---------"m > / .::J l,J @ RELOCATE EXISTING CATV VAULT PLUG \\1TH BRICK AND MORTAR. If .. ~ ~ ... c::;i_ .,-1A&·1t,-1,.t..'.:'.'·· ,.·{,,_·-. ""'-4/'i'-. q,, •. ::,..,__ 1'. "' -21 I I l,, ' ., . "..? 1,. ..,~ 37 I-..... 40 ~ ;... .-----lO > ~ ( ) ,., .... ,_ -,--I ! -, < O ►-,.~,-• ,_,,_,,_ ~ .. ,_ . '~'--. \ \ II \. B'>v .• ....,,.,.,., -·>--t(...,-~ • ,_. >--'-.,,~ CX) f-f-:r: WORKDONEBYOTHERS . ...., --· · >! I 9""32·· 1 .L_ 2 N · ' ~~ "' er--;:::---'" 3 -o O -"" 1 --0 · >-:C Cl) NHO E REINFORCED CONCRETE CONE Pili ,___"--~-1::-~~ -~--"' ~:-,:~-,2!~'T --~'7 ~~ D......,------e \~ \\ -@ I II ~~TN±E~i"Q:,~b • I ~'., ! ~ ~ir~. ~~~~1,.:.t 11 ~;:!~ ~Q'. ~:'.?g;;; (.) @~~~0~t:iE~0 ~r;:uo~Tc5JR~~AM/sTA~DARDNO.S-1. ,-10 :. : ~~~"'~~-·'--~ w--: '-I :a't ~~"'~-\\ I I (4')111 (8') ~t~·p}w._ rNT ll I t 3~38 ~2 2 ~>~~6 ;::;;, 12 ~g ~~~~ g~ @ADJUSTEXISTINGPULLBOXFRAMEANDCOVERTOGRADE. ~ Ix @) 4 ~ J '~ "'~ '~: ; "r,. ', ~ -~-~ •~1 ~ :--tG ~ \ "-1 t 1: 1 '<::A::,) TREE L!'J ~ ,---~~ __ _..:.._ ____ 7,:-:-:::-::~:-:----------y-;:::::====;-;::::======================:::::;-;===::::;"1 ' 24 F 43 DAYLIGHT'-22 t"'@@~,--~(i:i)-~'9+12.15ECR ~J.~.--w • 53' (53',J 1]11~ J (10,~I EXIST.R/W '--'-==--12 -~~~ "AS BUILT" REV/EWE.O B/' ISH4EETI CITY OF CARLSBAD 1137 APN 212-062-12-00 LINE ~ , 5 '± t,J) u ., (1:s') 1 ft I a;' APN 2 09-041 -04-0 0 •~ 111~,;-, _ ,.---y ::lu',,C_JJ0~~·..,,.._1,,,,.. 'r,.·k-'l.~,,,,_/c____ ENGINEERING DEPARMENT ~ ' 5815 EL CAMINO REAL ~EXIST. R/W I!: ; ~lt~G. Elf~-~N; " I E'" L C: }{'MINO '. ,_ lEA 1 1 5810 EL CAMIN O RE AL ~ §~~ -'A0/f1-n~rrttt. !.ti:::~'c.--~~ INSPl!m~ """1 I ~----------------------, ;;; , A.c . AVEMENT M "" ... , ~~~~, P.£280(, E:tP-T·V-?Aro /)ATE !,~•oB CUR VE TABLE G:' PLANS FOR THE IMPROVEMENT OF: FARADAY AVENUE AND EL CAMINO REAL NO 0 © ® 0 RADIUS 600' 35' 30' 355• DELTA 14 ·40' 39" 89"45'06" 89'56'06" 30·05'59" LENGTH TANGENT /J. 153. 70' 7 7. 27' CURVE TABLE 54.83' 34.85' NO RADIUS DELTA LENGTH 4 7.06' 29.97' 0 30' 89"56'28" 47.09' 186.50' 95.45' 0 300' 28"13 '59" 147.83' TANGENT 29.97' 7 5 .45' BENCH MARK: COUNTY OF SAN DIEGO BENCHMARK R1 800 355+09 BC. CENTERLINE WELL MONUMENT AT INTERSECTION OF El CAMIN O REAL AND FARAfJAY. 3" BRASS CAP RCE 36433 NG~ 29 ELEVATION = 317.11 4 FEET PREPARED BY: .. HARRI S & ASSOCIATE S 750 8 Street, Suite 1800 .. Son Diego, CA 92101 jJ i,19/ 236-1778 • FAX (619) 236-11 79 / /--0!1/0 5 i_,7 o ,. C 1RGES, R.C.E. 59991 DATE FARADAY A VENUE FROM STA. 7+50 TO STA. APPROVED WILLIAM.£. PLUMMER ;_,J ./~-' -. "-;?. :"' //~ 12+00 L~ .~,,_,.,j O~TY a TY ENGINEER RCE 28176 EXP. 3 /31 /06 DA TE t---t---tq:;,---,A"'5--,8..--Um'L"'"T-----------+---+---+,::-.--;-:"::t-:1,,:-::;;::,t;;;?:;i '.=....=--=--=---=--=--=--=-=-=-=~ --;:::::::::::::::::::::::===:'::::::::~..=--=--=--=--=--=--=--=--=~~ '' 'tJ• •IJ DWN BY: EG, IE PROJECT NO. DRA\\1NG NO. "' JI/SC tll/L/Tf' !YtJTE6 ,l,.1/fJC/IUtJt/T REl'8. CHKD BY: ESG. 3607 CATE INI TIAL OAlE INITIAL FIELD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DATE INITIAL ENGINEER CF "MJRK 429-9 ii0608 022206 1 318 - - - 316 -~ -- 314 318 -- 316 - 314 - 318 316 314 - 20 0 20 ----' - --- -- - --~ 40 - - - L "1,i l 0. \I' ' 1" = 20· GRAPHIC SCALE - - ,-, . - m o _ 1/: - - . - "' ' .·-, 0 --=~.r---= = 8 1'; -,- -Q 0 N - 12+00 - "' o' . "' -+.:-~ "' ~w - -± -- - - - 1 -- - - _•y:,•1- , "'H G -. :l() 0 + - u ei"'cJ q &O il) ~ ;;;, ~ _LIJ_::: - E, --~ - -~-fB "(O G,.-:, 0 . "' - - ----. .. - l ,,.--- . . 1- L - ' ' T - - --~1 Z -EXSJJ -H I -al}IJ11D----=-t ' m O 7 "'' -C: u +-~ __, .... I0+---1--.--+----+--+--4-1--+---+ -"' ' . >, ~-..., - "' 0 _(0 -u:J " cg:- - -- -l- o co 0"' -- . .ll) ,.__ 13+00 . ' ,- - -- 1. ~ • - RRQ Q • D N' ¥--C -t----- --- - ---V>1---_ ::--....:: LL -- O CO --~- - ~·r-w _ - -_ ~ Vl t.,._ - ±I G IO a..._: o-- -. 0 "" _:::--- -ci --IIU HED OR cACE -st w ~ : -~ IREiEE - "' h ---- ---_ ··--- 1 u " ·~ l ----& -----o -0 ..; "' + r<) - - ID '-' a~ -en -.. -- -~ - 14+00 PALMER I I I (1 ') I . (26') : . r ~ "' "' . Y' + ., (7~') (26') I 1•+,l~~-1 ;'!: r<) -1,----1-· 4+oo r ff83W"TI"0 -~ ~ - I -I +- ? • . · -~ ' ·" ' ' BENCH MARK: COUNTY OF SAN DIEGO BENCHMARK R1800 355+09 BC. CENTERUNE 1,£1.L MONUMENT AT INTERSECTION OF EL CAMINO REAL AND FARADAY. 3• BRASS CAP RCE 36433 NGvtJ 29 ELEVATION = 317.114 FEET --- • r - -- ~ - ' - - ' 1 O') I l / ------ ~QFESs,C!\, IS' /"->0 s. ~ ,~ ~w a "' "' "" o: NO. c:59991 ;u * EXP. 6-30-06 * d'~ CIVIL ~~ ~ OF c 1<f ,. ·--"l:.,___ I"") --1 -> --m u = I--=I-;..:· -~ ~-- --- - 7 - -L -_, --= - R'O~"'=Xl - 1 • e -- - G >ti -- ' "l - - - -- - - 15+00 14+47.46 EAST FARADAY AVENUE= 10+07.00 PALMER WAY 14+47.46 WEST FARADAY AVENUE= 10+00.00 PALMER WAY BRilOO 11 -I CP- S -,:a~ C ,-n - \ -- NO 0 0 © 0 0 - - - --r+.- = 31 .5 E- - )(I -~ = ·- - -,_ RADIUS 355.00' 300.00' 838. 70' 100.00' 100.00' _, ,. . I -,, cc ·s-RIJ fF 7- -~ :p G :sr-El-a ' - 3."4£l'RIG' • [Cl ( - - 16+00 CURVE TABLE DELTA LEN GTH TANGENT 30·05'59" 186.50' 95. 45' 28'13'59" 147.83' 75.45' 02·35•20· 37.90' 18.95' 12'4 7'05" 22.31' 11 .20' 12·4 7'05" 22.31' 11 .20' -- -- --- - - - -- - - -- -- E ~~~ CONSTRUCTION NOTES SAWCUT LINE. PROTECT IN PLACE. -- - = -- ·-- --- ,- SCALE HORIZ: VERT: 1" 20· 1" 2' CONSTRUCT SIDEWALK PER SDRSD G-7, CONTIGUOUS. CONSTRUCT 6" CURB AND GUTTER, TYPE 'G' PER SDRSD G-2. 318 - 316 314 318 316 314 318 316 314 CONSTRUCT CROSS GUTTER OR PORTION OF CROSS GUTTER PER SDRSD G-12. CONSTRUCT MODIFIED CONCRETE DRIVEWAY PER DETAIL ON SHEET 2 AND PER SDRSD G-14A. CONSTRUCT A.C. PAVEM ENT AND BASE PER TYPICAL SECTION DETAIL SHEET 2. REMOVE AND DISPOSE EXISTING A.C./A.B., SIDEWALK, DRIVEWAY, CURB RAMP , CURB & GU TTER, AND CROSS GUTTER . LEGEND 0 0 0 0 0 0 © 0 @ (0 @ @ @ @ @ @) @ RELOCATE EXISTING INTERFERING IRRIGATION VALVES, MAIN S, LATERALS AND SPRI NKLERS TO BACK OF SIDEWALK. --- PREPARED BY, .. HARRI S & ASSOCIATES 750 B Street, Suite 1800 San Diego, CA 92101 -- ~ 0 J I )/36-1778 • FAX (619) 236-1179 hJ / I ' 1,/t/or., EHAI! s. cm< £S, R.C.E. 59991 DATE DA TE INITIAL ENGINEER OF WORK DAYLIGHT LINE SAWCUT LINE PROPOSED SLOPE PROPOSED AC PAVEMENT PROPOSED CONCRETE IMPR OVEMENTS ® @ @ REMOVE AND CONSTRUCT 6" A.C. RELOCATE EXISTING STREET SIGN AS NOTED. RELOCATE EXISTING CATV VAULT (WORK DONE BY OTHERS). SEE TRAFFI C SIGNAL PLANS. ADJUST EXISITNG WATER VALVE FRAME AND COVER TO GRADE. ADJUST EXISTING SDG&E VAULT TO GRADE (WORK DONE BY OTHERS). REMOVE AND DISPOSE EXISTING PCC CUR B. REMOVE AND CONSTRUCT VARIABLE HEIGHT PCC CURB TO MATCH EXISTING. REMOVE AND CONSTRUCT GRAVITY RETAINING WALL PER SDRSD C-9, TYPE C AND PER TYPICAL SECTION SHEET 2. _ • REMOVE AND CONSTRUCT TYPE 8-1 CURB INLET PER SDRSD{D-2 WITH 2· CASE E LOCAL DEPRESSION PER APWA sm PLAN 313-1l A/lJ C.4Ttfl _Ii\ CONSTRUCT 18" RCP (2000D) PER PROFILE HEREON . 1J4SbVIN.SE~T) -_____________ @) SEE SIGNING AND STRIPING PLANS. "A S BU IL T" ~ z.::;:?;,, •,~. l~·t?tfz -<?8 P." t6{7f, EXP J·J/-?O/tJ DAT£ REVIEWED B°l'. .. , .~. ~ u.;~ B· 21~oe INSPECTOR OATE @ @ CONSTRUCT CONCRETE COLLAR PER CITY OF CARLSBAD STANDARD NO. DS-5. INSTALL BROOKS 1212 SERIE S 12" X 12" X 24" FRAME AND TRAFFI C RATED STEEL GRA TE (OR APPROVED EQUAL) WITH 12" PVC PIPE (SDR35). I sH5EET I ~c_1T_v_o_F_c_A_R_L_s_e_A_D~ 1137s _ ENGINEERING DEPARMENT ~ PLANS FOR THE IMPROVEMENT OF: FARADAY AVENUE AND EL CAMINO REAL FARADAY AVENUE FROM STA. 12+00 TO PALMER WAY APPROVED WIJ._LIAU F PLUMMER /.~/ ... 'l L . ~-~~~~.,,..,.......,,....,.,--,--/2-2D-aS DEPUTY aTY ENGINEER RCE 28176 EXP. 3/31 /06 OAT£ 2.\ w,HL//L 1 If\ ,'l)tJ CA?: "ii '71Tii-,--;.;c;;rTT.;ca.;.---+-----J---f''l,=,-l1w•~ 1/AISMT AIOT6" --------r-----OWN BY: EG, IE CHKD BY: ESG. FIELD BY: PROJECT NO. DRAWING NO. 429-9 REVISION DESCRIPTION DATE INITIAL 0 Al£ I INITIAL OlHER APPROVAL CITY APPROVAL 3607 022206 I "° 322 320 318 316 320 318 316 - - -- .. --- ---- - - - -·---- - - - - . - - --. --- - - - - -- -- - -·-u -..... - ID 'fl-i':;: liO-i:;l(I) . -CD-• ~~.;...: ·-__ :::j :ww - - - - 0, -__J ! .- = - - - --- - - - - . - - - - - . -- - - + =' -~1 n ' -L - ---- --PVI 3;20. ~-IJ --. -= I. ' . 0 0 --- -,--= - -' iQ ~ tfcf=:-t==-f=f::~+~·__Jrl,l==i='=f=f~: t=lr·--' ·+,111<"'>1---1--= """ ,-=----...--w,-f---+----=-w _ c-_j _ ~ t--=-1-----= - --s bJ ·-1-:::__ ---' --,__c:: ~ Cl} . ....__ -i.--- • -•-• I'S:,: -- = fi-U1l;RQ --- _ P-f-1 0 0'. Ewa-• L r Z ----- . --- ----- - ---- - ---~ --- --- --- - -- - ·---= ·:.... -- --------··---·-- - . I - -~ --------- = - - - - --- - - - ----- ,----- --- - ---- - - -- -. . -- - -- - - --- -= = .. , __ ·-- - - --- .. . - --- -- - --- ' - - - --.. --· -----·. -· - --- --- - - -,-- - --- -- • ,I. --I I· - - - ' --~ - - - SCALE g HORIZ: VERT: 1" 20' 1" 2· 322 320 318 316 320 318 316 99+00 F ARAt5A0Y A VENUE 8+9:::::~ 102+oo 1 103+00 CONSTRUCTION NOTES lo1· SEE SHEET 4 FOR PLAN & (32'± LT) I ~ JOIN EXISTI NG APN 2 12-062-15-00 , .... -7 1fR r1LE ALONG FA?Dlf Y AVE,NY~· x ~~·p1~MiNT2390 FARADAY AVENUE 20 2 2 \· 10+00.00 WEST FARADAY AVENUE=,s> .... "-.--~ :1 f I i'l /; .. 11, 5 ~ NEW R/W 100+00.00 EL CAMINO REAL 2' w w rn w w Q , 32 32 1 o 4 12 ~ 12 ~ P 43 12 ~,_ 0 12 I o 10+00.00 EAST FAR"uA 1 AVENUE-, I w 1-~ w 1-w .,, I !e'f·__..-~ ,_ ,.,-,~ _ __..-w:Y w ..,, 99+92.79 EL CA MINO REAL ~ "' ~ ~ , _ -,.,.,-w ' + hi , + __J ~g;,# f!:' g: ' --------~ oil I //// 21 '.:.\': ...____ o :g "-. in~ o § :g 122 °' °' °' " ~ ; ·J'(/; I ~-21 ~"~·, ~ ~---_ -_-._---,--_-_i-::-:-v~:,,·-· --=-_-_-_--__ --=-.~---,\/_--_-_ _,_,_ ---~~-~~-,.~----_--= ==-+-,._-=:_---1-rr-~-T"- ------- --_.L, ~.,i"\.z k'.' I ! i II : ~ "/ / ·_ • • • . . = -';; ·_ , !, \ .... ;321 , r,~ '.~ -• ,,1¢';•·::.,, I • • . . ·1 · ~ , , / .J>'\,_ L> ~'-I t _ ~ . ,#~ h --= --(/) -----,----- --~c.o --,----- (0 1 ---3" BAS--------,,"----eA-:,,,__ __ ;:; l" s,s --I '-r-"'-\,-'\ -i ~/ 21 ◄-GAS © =----_ -==--3=~~ ---'===-="'=-= -==E;""=f" ,,,_ -_ -==-==-111 I ~='\f "'~=-~ " ~Ji I lf=I ' -"' '\,---~ <X) "' r--+ 0 101 +00 101 +50 -+-,-----+-----+-----+-- 1 6 "::::sEP '\. ~c-----'cecc. -Ill -'i'\, g I -~ 9_s7so ---~ -+---9970_0 ___ --tr~',,_·2_1"+-'f'---,80..,__10 "-o-'l-+0-0----1r"": ' -,oo? " () m ' 102+00 102 -+-------+---- ----I;; EL _CAMlNe rj l I ----_1-_____ T ~R=2' --~-,ir _ _ __ , ______ ;:;-~ REAL =------=~----=--~n-~---." I,[ __ I -W-1--[___ -------------:0 ------------------------W ==-=----=== -=+-=t=---'==-=----==:cc -=-----=-~~-¥ --I-r ~ ---==w-:::Jl.!P---llf= -~~ ---__: =--~c--=c. --===---==---=~=f-,,-=----'-='= --= ---_--5 8 T . I II ~~R'~~=========~r===~~~~~==~ucn r ,,i "'" • ~ ~ W -----..,.,..._._ .... -------J I 1 "'1 ~ r~::t.~·;· ·E::;_,,,~-.. ~--~sA~P~N~2~~~9;-e~;~-8~:-[~1==;2~9~0~0~~~~ -=--_------~-~-~ ------- ------_ -_-_-:: __ ---= ~ ~ •w 5720 EL CAMINO REAL PREPARED BY: N O 0 "AS BUil T" --4)4,,· Ca«· ,:, .. Pe Jl/7' EXP 3 ,:.1-2AI0 /0 -t)(. -<?B DIIT6' CURVE TABLE RADIUS 35.00' 1866'.oo· 20 ~ V 1 / 1" ~ 20' 0 DELTA LENGTH 90·00·1 o · 5 4 .98' 03'18'21" 107.67' 20 40 GRAPHIC SCALE TANGENT 35.00' 53.85' 0 0 0 0 0 0 @ @ @ @ @ @ @) @) SAWCU T LI NE. PROTECT IN PLACE. CONSTRUCT SIDEWALK PER SDRSD G-7, CONTIGUOU S. CONSTRUCT 6" CU RB AND GUTTER , TYPE 'G' PE R SDRSD G-2. CONSTRU CT A.C. PAVEMENT AND BASE PER TYPICAL SECTION DETAIL SHEET 2. REMOVE AND DISPOSE EXISTIN G A.C./A.B., SIDEWALK, DRIVEWAY, CURB RAMP, CURB &: GUTTER, AND CROSS GUTTER . RELOCATE EXISTING INTERFERING IRRIGATION VALVES, MAINS, LA TERALS AND SPRINKLERS TO BACK OF SIDEWALK. REMOVE AND DISPOSE OF EXISTING TREE. RELOCATE EXISTING IRRIGATION VALVES AND LATERALS TO BACK OF SIDEWALK. SEE TRAFFIC SIGN AL PLANS. ADJUST EXISTIN G SDG&E VAULT TO GRADE (WORK DONE BY OTHERS). CONSTR UCT TYPE A CU RB RAMP PER SDR SD G-27. SEE SIGNIN G AND STRIPING PLANS. CONSTRUCT 6" MEDIAN CURB PER CITY OF CARLSBAD STD. PLAN GS-18. LEGEND l D D • DAYLIGHT LINE SA WCUT LINE PROPOSED SLOPE PROPOSED AC PAVEMENT PROPOSED CONCRETE IMPROVEMENTS PROPOSED TRAFFIC SIGNAL POLE LOCATION CITY OF CARLSBAD ENGINEERING DEPARMENT PLANS FOR THE IMPROVEMENT OF: FARADAY AVENUE AIII> EL CA~ REAL EL CAMINO REAL ~ if~,,1 (.°"-BENCH MARK: ~ ~ • ~I i-----------!--\ ..i.."# .. HARRIS & ASSOC IATES 750 B Street, Sutt, 1800 1---+---+--------------t---+---+---+----1 FROM FARADAY AVENUE TO STA. 102+50 flrx, 2 ---;--I -COUNTY OF SAN DIEGO BENCHIIARK R1800 II~~ l,r,I --:.._ SEE SHEET 4 FOR PLAN & PROFILE ALONG FARADAY AVENUE 355+09 BC. CENlERUNE WELL MONUMENT AT INTERSECTION OF EL CAl,IINO REAL AND FAR ADAY. 3" BRASS CAP RCE 36"33 NG'<tl 29 El£VATION ~ 317.114 FEET Son Diego, CA 92101 1 236-1778 • FAX (619) 236-1179 11 /1/ oS 1\ n.'7 BUILT 008" S. Ct.RGES. R.C.E. 59991 DATE 1---'D_AlE......._..__I .. _TI_cAL'---l REVISION DESCRIPTION ENGINEER OF WORK , 'llS?- OAlE INHlAL DATE j INITIAL OlHER APPROVAL CITY APPROVAL APPROVED WILLl~-t, PLUMMER /J J --L ,, ,'--#/., DEPUTY aTY EN<•Nt.t:K RCE 26176 EXP. 3/31 /06 DATE OWN BY: CHKD BY: FIELD BY: EG, IE ESG. PROJECT NO. 3607 DRAWING NO. 429-9 110608 322 320 318 316 320 318 316 NO 0 © ® - . ... .. r --- - . .. -· . .... . . . CU RVE TABLE RADIUS 1866.00' 60.00' 45.00' YTx' (.; ~ \, , ) / DELTA LENGTH 03'18'21' 107.67' 29"5 0'17' 31 .25' 28"15' 38" 22 .36' 20 0 _____ 20 40 1" = 20' GRAPHIC SCALE ·- - - - 102+00 p TANGENT 53.85' 15 .99 ' 11 .33' - -· --- -NEW R/W ---_e>-°'- 50 .... -..J <O o_ ,_ - -· . ,. - -- -·•-• . 1-I- -•- ,;P-~ . Z0,64 . .. .. o · -:-,: w :1- 4 -~ ur -m c..> ~·..----~ ..... ,_, ·tn-q N....J co<»· o -w---: _..,,,, . . - ... -·- - -· - .. - - PROP SE - .. ... -· -- . -- -= ' 06 =-~ .... m - - - ---c== .. - . - . - --.. -- . . -- . . ,. = . - -- -- ,. - -- ---.. --'--- -- .PG! 103+00 EL . ± 103+00 103+50 --. .._;. Ir.~· -. ~ I __;;;. -~ ..__....r-:,,_ "-'-5~ ...=-, -co =10 ~ / I e'AM/NOI II A s BU I LT " =-== - --=:: . --. ... -- 104+00 BENCH MARK: COUNTY OF SAN OIEGO BENCH"4ARK R1800 355+09 BC. CENTERLINE WEl..l.. MONUMENT AT INTERSECTION OF EL CAMINO REAL ANO F ARAOA Y. 3• BRASS CAP RCE 36"'13 NGVD 29 ELEVATION -317.114 FEET .. -. .. . . - - -' ' ~- -. -- --.. - - ----=--- . . - -,- 4" c.os ~ -' -=r-- . .. . . - - .... - - -- - 105+00 ~P--W--- I 105+50 PREPARED BY: .. HARR IS & ASSOCIATES 750 B Street, Suite 1800 Son Diego, CA 92101 . -- i /(6 ) 236-1778 • FAX (619) 236-1179 ;.A)\---ul,t~s ffiAB S .• GERGES, R.C.E. 59991 DATE - .. -- - . . -. -- r . . 106+00 -= r --- - .. 0 0 0 0 0 0 @ @ @ @ @ - - - . - SCALE CONSTRUCTION NOTES SAWCUT LINE. PROTECT IN PLACE. HORIZ: VERT: CONSTRU CT SIDEWALK PER SDRSD G-7, CONTIGUOUS. CONSTRUCT 6" CURB AND GUTTER, TYPE 'G' PER SDRSD G-2. 1" 20' 1 " 2' CONSTRUCT A.C. PAVEMENT AND BASE PER TYPICAL SECTION DETAIL SHEET 2. REMOVE AND DISPOSE EXISTING A.C./A.B .• SIDEWALK. DRIVEWAY, CURB RAMP. CURB &: GUTTER, ANO CROSS GUTTER. RELOCATE EXISTING INTERFERING IRR IGATION VALVES , MAINS, LATERALS AND SPRINKLERS TO BACK OF SIDEWALK. REMOVE AND DISPOSE OF EXISTING TREE. RELOCATE EXISTING IRRIGATION VALVES ANO LATERAL TO BACK OF SIDEWALK. RELOCATE EXISTING SDG&:E TRANSFORMER (WORK DONE BY OTHERS) . RELOCATE EXSITING SDG&:E 0ETS' (WORK DONE BY OTHERS). ~o~o_o ____ ,_ LEGEND / DATE INITIAL ENGINEER OF 'M)R:K l D □ DAYLIGHT LINE SAWCUT LINE PROPOSED SLOPE PROPOSED AC PAVEMENT PROPOSED CONCRETE IMPROVEMENTS [ s H7EET I . _c_i_T_v_o_F_c_A_R_L_s_e_A_o___, 1137s _ ENGINEERING DEPARMENT ~ PLANS FOR THE IMPROVEMENT OF: FARADAY AVENUE AND EL CAMINO REAL EL CAMINO REAL FROM ST A. 102+50 TO ST A. 103+54 APPRO:,JED WllLIA,0_1'LUMMER /2 7/. r _ ,< ✓ ~ l"-"t1-t1• DEPUTY OTY ENGINEER RCf 281 76 EXP. J/31 /06 DAlE ., AS BUILT ,,,_,., _A ~ I REWSET~cEn/S,,~~~:LLM~~~~~"'-------+---.ji----+---.j--~ OWN BY: EG. IE CHKD BY: ESG. FIELD BY: PROJECT NO. 3607 DRAWI NG NO. 429-9 DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 110608 GENERAL NOTES -TRAFFIC SIGNAL 1. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVER SHALL BE MARKED WITH "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200 FEET. 2. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 3. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3•-coNDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT AND PULL ROPE STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE. 4. ALL NEW LOOP DETECTORS SHALL BE TYPE "E" UNLESS OTHERWISE SPECIFlED. LOOP DETECTORS SHALL BE 6' DIAMETER WITH 10' SPACING AND POSITIONED IN THE CENTER OF LANE UNLESS OTHERWISE SHOWN. FRONT LOOPS SHALL HAVE FIVE (5) TURNS. ALL OTHER LOOPS SHALL HAVE THREE (3) TURNS. LOOPS SHALL BE SEALED USING HOT-MELT RUBBERIZED ASPHALT SEALANT PER SPECIAL PROVISIONS. SEE CAL TRANS STANDARD PLANS ES-5A AND ES-5B FOR DETECTOR LEGENDS AND DETAILS. 5. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN AND PEDESTRIAN INDICATIONS SHALL BE L.E.D. 6. PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE •A", L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 7. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 8. SIGN PANELS FOR INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC, CUBE CORNER REFLECTIVE SHEETING (DIAMOND GRADE OR EQUAL). I.1.S.N.S. SIGN PANELS SHALL BE 6' WIDE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THESE PLANS. 10. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE FOR THE LOOP DETECTOR LOCATIONS PRIOR TO CUTTING AND THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 12. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 13. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 14. ALL TRAFFI C SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS Wl-ilCH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING IN THE STATE OF CALIFORNIA. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE THE LAND SURVEYOR'S ACT. 16. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. 17. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK UP EQUIPMENT. 18. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 19. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 20. ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 21 . LUMINAIRES AND INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL HAVE TYPE IV P.E.C. 22. ALL TRAFFIC STRIPNG AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT SHALL BE RESTORED TO A "LIKE NEW" CONDITION , IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 23. EXISTING "STOP" AND "STOP AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL UNLESS DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 24. NEW "SIGNAL AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED TRAFFIC SIGNALS ARE OPERATIONAL UNLESS DIRECTED BY BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 25. VIDEO DETECTION CAMERAS SHALL BE CONNECTED TO THE CONTROLLER USING BELDEN 8281 VIDEO COAXIAL CABLE AND 3-CONDUCTOR/ 16 AWG POWER CABLE. EL CAMINO REAL EXISTING TYPE Ill SERVICE ENCLOSURE EXISTING TYP Ii 11 I I 70 CONTROLLER TYPE 26-4-70 COM LETE I 3"C SIC I ' II IIL ___ _ ·c -lYPE 1 A POI£ 15 <YV 0 -~ ,,,..,--__,.----------- 6 NOTE: \--,-, 114P L -_', / r -rv ¢3 L ...L _J ¢4P DETAIL 1 SCALE: 1 "=1 D' 1.PLAN VIEW ARE 5CHEMATIC ONLY AND SHALL BE PLACED AND ADJUSTED IN THE FIELD TO THE SATISFACTION OF THE CITY ENGINEER. 0 p · -I> I> FARADAY AVENUE .• ---------------------------___ , -------- _.....-: ----- ,.....-::: ------------~- BENCH MARK: COUNTY Of SAN DIEGO BENCHMARK R1800 35!;+09 BC. CENl<RUNE WELL MONUMENT AT INlERSECTION Of EL CAMINO REAL ANO FARADAY. 3" BRASS CAP RCE 36433 NG'ill 29 El£VATION -317.114 FEET 0 ---~ 1· ' ' ) L, ·' DETAIL 2 SCALE: 1 "=20' STRIPING GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAmc CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT, THE CALTRANS STANDARD SPECIFICATIONS (2002 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFlCATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGN AGE SHALL BE REFLECTIVE PER CAL TRANS SPECIFlCA TIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR . 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS. 11 . LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 13. FlRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFlED. 16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD 405 OAK AVENUE. 19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. CONSTRUCTION NOTES: INSTALL SINGLE -CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL) ON TYPE 1-A POLE. CONTRACTOR SHALL FURNISH AND INSTALL EVPE EQUIPMENT MOUNTING HARDWARE NECESSARY PER MANUFACTURER RECOMMENDATIONS. CONTRACTOR SHALL VERIFY LOCATION OF POLE BEFORE CONSTRUCTION WITH FIRE CHIEF JIM TORRETO AT (760) 484-4407. DECLARATION OF RESPOSIBLE CHARGE I hereby declore thot I am the Engineer of Work for Trofflc Signal Plans for this project, that I have exercised responsible charge over design of this project as defined In Section 6703 of the Business and Professions Code, and that the design is consistent with current standards. NOTE: e check of project drawings and specifications by the confined to a review only and does not relieve me as and of my responsibilities for project design. ,,.,_ 0 ~ License # Dote If this signal Is not Installed within one (1) year of City approval, plans must be resubmitted for plan check ninety (90) days in advance of begin construction date. No work shall begin on the traffic signal without prior written approval by the City Engineer. "AS-BUil T" .PW ~•· 'L Z8t7t; .!{"-<U-af ate 3-Jt-tt110 Exp.' NOTE: 1.PLAN VIEW IS SCHEMATIC ONLY AND SHALL BE PLACED AND ADJUSTED IN THE FlELD TO THE SATISFACTION OF THE License # Reviewed by: CITY ENGINEER TO ENSURE PROPER OPERATION FROM VEHICLES ~JO,,. PS LI,,. nipector PREPARED BY: HARRI S & ASSOCIATES 750 B Street, Suite 1800 Son Diego, CA 92101 AllllEll OPTICOM EQUll'IIEIIT AT ORION S11IEET ANO ORION WAY. REl"t.,t/CED ."J/leeT 8 ASl!JULT I SH8EET I . _c_1T_v_o_F_c_A_R_L_s_e_A_D__. 1137TS _ ENGINEERING DEPARMENT ~ lRAFFlC SIGNAL PLAN FOR: TRAFFIC SIGNAL AND STRIPING GENERAL NOTES 1111 1111 (619 2 -1778 • FAX (619) 236-1179 1----+--+------------------+--+-----11----1----1 ~:::::::::::::::::::=::::::::;-;:::::::::::::::::::::::::::::::EXP=:.:::3';-;:= ---=--=--=--=--=--=-D::A::::1£:::=:::; .• J E DATE DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL OlHER APPROVAL DA TE INITIAL CITY APl'ROVAL DWN BY: EG, IE CHKD BY: ESG. FIELD BY: PROJECT NO. DRAWING NO. 3607 429-9 110608 022206 CONDUCTOR p AWG SIZE H POLE OR A OR CABLE TYPE s CIRCUIT E N0.14 CABLE POLE -A C POLE -B 0 3 C POLE -C N D 0 N POLE - D u D C u T 12 C 0 T R 0 R TOTAL CABLES -3 CON 12 CON #12 #10 OED COA ~ (B.C:LDEN ~ 8281) I:':! w 0 0 w 0 5 VIDEO POWER (3#16) DLCM SIC IISNS LUMINAIRES TOTAL POLE-A POLE-B POLE-C POLE-D TOTAL VIDEO TOTAL DLCM 6 PAIR 20 TOTAL CONDUCTORS CABLES SCHEDULE CONDUIT SIZE AND RUN 3" 3" 3" 2-3" 2-3" & ffi & ffi & 2/2 2/2 2/2 2/2 2/2 2/2 2/2 2/2 2/2 2/2 2/2 2 2 2/2 4/4 2/2 8/8 8/8 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 1 /1 1 /1 1 /1 1 /1 1 /1 1/1 1 1 1 1 1 /1 1/1 1 /1 1 /1 1/1 2/2 1/1 4/4 4/4 1 1 1 1 1 1 4 4 4 1 2 2 11 21 11 34 34 DETECTOR SCHEDULE PHASE SLOT FIELD NUMBER TERMINAL PPB 2 II2U T - PPB 4 II2L PPB 6 II3U PPB 8 II3L EVA fl2+1!5 Jl2U EVB fl4+fl7 Jl3U EVC fl1 + fl6 Jl2L EVD fl3+fl8 Jl3L 3" & 1 PHASE DIAGRAM ¢1 ¢2 ¢3 ~ ,- <f------l> ¢5 fl6 ¢7 <f------l> \ _/ I 3"C, SIC TO EXISTING CONi"fOLLER CABINET AT FARADAY AVENUE AND Ell CAMINO REAL SEE SHEET B \ ¢4 ~ g i ¢8 t: 3"C, SIC 1+5 PHASE SEQUENCE 2 + 6 f------1 3+ 7 4+8 1+6 SEQUENCE WITH CALLS ON ALL PHASES 3"C, 1-DLC TO PROPOSED OPTICOM &jl AT ORION STREET AND ORION WAY SEE DETAI L 2 ON SHEET B 11_ 6 (APPROXIMATELY 250' 't_ TO C). ~ ._.__..._~~'-"-..A~__...._:,;.._~ Ji I I R/W\1- 1 __ J ' I ® (APPROXIMATELY 1,770' 5 _TC(~ .. --~~-=----:~:::,..;::_--;J: ij:_ ---· 8~ -T --,___ ' -~ ----==--= -------~ --"' I I -+I------~ _ ;;. _ :;::..:::-::::_ -=---:c--·---~ -B~s ~ A !&2 & -· ~ -=--=-:_..--.. ..----~1 ~1_:_~-~~~=-t=r--= ~--------~ --------- ------------------A .... ,:0.----- ,:::c.-----------------.--------------::::--- :::;--~ -------------------------p;.-[1'11--: - ~ -------~5:;-,;:-1------- NOTE: ---- 1 I--'-" - ,--~- I\ Iii I I POLE SCHEDULE If this signal is not Installed within one (1) yeor of City approval, plans must be resubmitted for pion check ninety (90) days in advance of beg in con struction dote. No work shall begin on the traffic signal without prior written approval by the City Engineer. 0 24-4-129 35' 12' ® 26-4-129 40' 12' MAS 3-12" (RA,YA,GA) MAS 3-12" (R,Y,G) SV-2A MAS MAS SV-2A 3-12" (RA.YA.GA) 3-12" (R,Y,G) 3-12" (RA,YA,GA) 3-12" (R, Y,G) SP-2-T SP-2-T 2P 4P 2P ·BP N w s w 2P 4P 2P BP 250W HPS 250W HPS PLACEMENT A/B C 14' 3' 13' 3' 1.1.S.N.S. (All 6' WIDE) F orodoy A venue Orion Street CONSTRUCT IO N NOTE S CON'D: REMOVE CONFLICTING "STOP AHEAD" MARKINGS AND INSTALL PAVEMENT MARKINGS AS SHOWN ON PLAN, PER CALTIRANS STANDARD PLAN A24D (THERMOPLASTIC). REMOVE AND SALVAGE EXISTING W3-1 SIGN AND INSTALL W41 SIGN ON STEEL POST. GRIND EXISTING PAVEMENT MARKINGS. INSTALL DUAL CHANNEL EVPE DETECTOR UNIT (3M OPTICOM MODEL 722 R/W OR APPROVED EQUAL). CONTIRACTOR SHALL FURNI SH AND INSTALL EVPE EQUIPMEN T MOUNTING HARDWARE NECESSARY. SEE DETAIL "B" ON THIS SHEET. I I I I I I I I l I I~ 4 II I I I I I I I 1 lo• I I I I I I I _J fl3 6 I I I 18' I I L_J flB 13' I I I I I I I I -.._, ( I '-.. I I, Roc\<.S I .... ~:( -"'-0 > =ilf==t ---=t===-,zE.i·, G_--J. !&6 DETAIL A: SIGNAL POLE LOCATION N.T.S. so· TO X-WAL AB-121 ASTIRO MINI-BRAC OR EQUAL 230' TO X-WALK ------- APPROACHING EVPE VEHICLES -.;::---1-,r DETECTOR \__ MAST ARM STAINLESS STEEL BAND 0 DETAIL B: EVPE DETECTOR MOUNTING N.T.S. \ ! u a, I LO ~ ,st (.'.) ~ 0 0::: -1,y-w Q_ R'73-2 CA .,,, ~ -~ Cf) f-z w X [JJ 3"C, SIC ---------- r-----x----- EXIST 3"C, NEW SIC TO CONTROLLER CABINET AT FARADAY AVENUE AND EL FUERTE STREET (SEE DWG. 415-9C, SHEET 30) CONSTRUCTION NOTES: ~ w > 0 0::: Q_ ~ INSTALL TYPE 170E CONTIROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN . THE CABINET SHALL HA VE A PULL-OUT DOCUMENT llRAY. THE CONTIROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMING CHIP, TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS, TYPE 200SA LOCAL INTERSECTION CONTIROL PROGRAM AND EDI 2010ECL CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CABINET USING A SWING-AWAY MOUNTING. THE UPS SHALL BE CAPABLE OF PROVIDING A MINIMUM OF EIGHT HOURS OF RED FLASH OPERATION AND PROVIDE POWER CONDITIONING TO THE CONTROLLER (CLARY SP1000 SERIES OR APPROVED EQUAL). BATTERIES FOR THE UPS SHALL BE HOUSED IN NEMA 3R RATED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CAL llRANS SPECIFICATIONS. BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST COMPANY LOCK CORE AND LOCK. INSTALL TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE: 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V INTERNALLY ILLUMINATED SllREET NAME SIGN (IISNS) METERED CIRCUIT BREAKER, AND 30A-2P, 240V LIGHTING UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET PER CALTIRANS SPECIFICATIONS. INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE THE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLANS, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR INSTALLED IN THE CONTIROLLER CABINET AND VIDEO DETECTION CAMERAS MOUNTED ON LUMINAIRE MAST ARMS. VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION . [±J INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL). SEE DETAIL "B" THIS SHEET. 3-12" (RA,YA,GA) 3-12" (R, Y,G) NO LJ TURN R73-3 CA R73-2 CA INSTALL 2" CONDUIT AND PULL ROPE FROM SERVICE CABINET TO SDG&E SERVICE POINT PER SDG&E REQUIREMENTS. CONDUCTORS BY SDG&E. 0 24-4-129 35' 12· 0 26-4-129 40' 12· 0 1-A NOTES: MAS MAS SV-2A MAS MAS SV-2A 3-12" (RA,YA,GA) 3-12" (R,Y,G) 3-12" (RA,YA,GA) 3-12" (R,Y,G) 3-12" (RA,YA,GA) 3-12" (R,Y,G) 3-12" (RA,YA,GA) 3-12" (R,Y,G) 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. SP-2-T SP-2-T 6P BP 4P 6P s E E N 6P BP 4P 6P 250W HPS 250W HPS 2. CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. 3. FINAL POLE LOCATIONS SHALL BE APPROVED IN THE FIELD BY THE CITY. 4 I.1.S.N.S. SIGN PANELS SHALL BE 6' WIDE. 13' , 3' Faraday Avenue 14' 3' Orion Street "AS-BUil T" /n-o,-t2B bate Z-Bt2t. 3-1t-:Zato License " rxp. Re.;~: 1~ w . \ ,, ~ •·vt•~ lnspectof ~Da=--o~te~-~- BENCH MARK: COUNTY OF SAN DIEGO BENCHMARK R1 l!OO 355+09 BC. CENTERLINE WELL MONUMENT AT INlERSECTION OF EL CAMINO REAL ANO FAR AOAY. 3• BRASS CAP RCE 36433 NGl/0 29 ELEVATION -317.114 FEET [I] D ET A I L C: MAST ARM SIGNS N.T.S. PREPARED BY: 1111 HARRIS & ASSOCIATES 750 B Sfreet, Suite 1800 S n i o, CA 92101 36-1778 • FAX (619) 236-1179 20 ,·· = 20' 7/18 06 EG DA lE INITIAL ENGINEER OF WORK 0 20 INSTALL MAST ARM MOUNTED SIGN PER CAL llRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS NOTED ON PLAN. REMOVE EXISTING SllREET LIGHT POLE, FOUNDATION, ADJACENT PULL BOX AND CONDUCTORS AND BACKFILL. POLE AND FIXTURE TO BECOME THE PROPERTY OF THE CONTIRACTOR. INSTALL 12-INCH WIDE WIHITE CROSSWALK PER CALTIRANS STANDARD PLAN A24E, AND CITY sm PLAN 411 . 40 I sH9EET I L.._c_1_1_v_o_F_c_A_R_L_s_e_A_o__, i13lrs _ ENGINEERING DEPARMENT ~ llRAFFIC SIGNAL PLAN FOR: GRAPHIC SCALE ADDEO OPTICOM EQUIPMENT AT ORION SlREET ANO ORION WAY. FARADAY AVENUE AND ORION STREET AS 81.//LT REVISION DESCRIPTION DA TE INITIAL DA lE INITIAL OlHER APPROVAL QTY APPftOVAL DWN BY: EG, IE CHKD BY: ESG. FIELD BY: LUMMER 8-/-QC. EXP. 3 31 06 DATE PROJECT NO. 3607 DRAWING NO. 429-9 110608 I ..c, PHASE DIAGRAM ¢1 ¢2 ¢3 ¢4 -r ,.., NOT NOT - USED USED 0JLA <I-----t> ¢5 (1)6 "ti\ (I)\ t: <I-----t> -_/ - "' 10 c/ww /' A I ~ [j __ J BCR DETAIL A: AB-121 ASTR O MINI-BRAC OR EQUAL APPROACHING EVPE VEHICLES -.;::---i-J/ DETECTOR OJ CONSTRUCTION NO TES : INSTALL TYPE 170E CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN . THE CABINET SHALL HAVIE A PULL-OUT DOCU MENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMIN G CHIP, TWO MODEL 752 DUAL PRI ORI TY DISCRIMINATOR CARD S, TYPE 200SA LOCAL INTERSECTION CONTR OL PROGRAM AND EDI 2010ECL CONFLICT MONITOR UNIT. AN UNINTIERRUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CABINET USING A SWIN G-AWAY MOUNTIN G. THE UPS SHALL BE CAPABLE OF PROVIDING A MINIMUM OF EIGHT HOURS OF RED FLASH OPERATION AND PROVIDE POWER CONDITIONIN G TO THE CON TROLLER (CLARY SP1000 SERIES OR APPROVIED EQUAL). BATTERIES FOR THE UPS SHALL BE HOUSED IN NEMA 3R RA TED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CALTRANS SPECIFICATIONS. BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST COMPAN Y LOCK CORE AND LOCK. INSTALL TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE: 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V INTER NALLY ILLUMIN ATED STREET NAME SIGN (IISNS) METIERED CIRCUIT BREAKER, AND 30A-2P, 240V LIGHTING UNMETE RED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET PER CAL TRANS SPECIFICATI ONS. INSTALL VIDEO DETECTI ON SYSTEM (ITERIS VANTAGE EDGE OR APP ROVIED EQUAL) TO PROVIDE THE VIEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLANS, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONI TOR INSTALLED IN THE CONTROLLER CABINET AND VIDEO DETECTION CA MERAS MOUNTED ON LUMINAIRE MAST ARMS. VIDEO DETECTION SOFTWARE SHALL BE LATEST VIERSION. [±] INSTALL SINGLE-CHANNEL EMERGENCY VIEHICLE PRE-EMPTION (EVPE) DETECTOR UNI T (3M OPTICOM MODEL 711 OR APPROVIED EQUAL). SEE DETAIL "B" THIS SH EET. INSTALL 2" CONDU IT AND PULL ROPE FROM SERVICE CABINET TO SDG&E SERVICE POINT PER SDG&E REQUIREMEN TS. CONDUCTORS BY SDG&E. - SIGNAL POLE LOCATION N.T.S. 0 DE TAIL B: \_ MAST ARM STAINLE SS STEEL BAND >-~ INSTALL MAST AR M MOUNTED SIGN PER CAL TRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS NOTED ON PLAN. LOC. EVPE DETE CTOR MOUNTING ~RW ---...,__ I ---- 0 ,1 ~PA~~ RW BIKE LANE --- 230' TO - - -------~ _ _ X -WALK ---PHASE SEQUENCE ----- I 1+5 < ~:: > 2+6 .--1 ~-...,I 7 1--~•-I s 0 R 0 y SEQUEN CE WITH CALLS ON ALL PHASES 0 G ® GA 4-SECTION HE AD It\ -- (-;ik-NOlE: MIJST ,4/?M W,45 CUT 5' OLIE TtJ t:X/ST/NG t/7ll/77E5 IN TII E HI? Y) POLE SCHEDUL E MAST ARM TRAFFIC SIGNALS PED SIGNALS PPB MAST ARM LUM IN AIR E N.T.S. SERVICE POINT SDG&E TRANSFORMER #03522468203 5 2 2"C, 2 SIGNAL 2#1 0 (LUMINAIRE) 2#1 2 (IISNS) FARADAY AVENUE EXIST. SDG&E MANHOLE #M3522468203 l NO PARKING BIKE LANE 88+00 _, ~ --tog;9 ~ ~ -~ ------;:Af't----- ~ PAC BELL ----€-A-f-1/--- 1 <112 ,- -_--L_~--=-==--::::=t'5Z'_ 0 R ----€-A-f-1/--- y G YA ~ GA I I 5-SECTION HEAD . ; ~ -a::: I Cl 11 >- I ~ ~ R61 -7.1 CA -PLACEMEN T 1.1.S.N.S. a::: Q 1 ~ 07 -II .... r (1)7 'lt I I I I I ..l .... I ,,., "' 6 ' F,Q~~ -4-SECTION ~:Et:;i,'• ~-=-ke"'::.'l-I'-$!~ L ' I I <118 1 ' (1)8 I Ii I I II I 111 I '111 I I 0 I- 1!1 ~ ~_J o08 11 j I: 'r 0 111 21 10' 12· I 111 I II 111 I I II 1/1 I II l,1 I II ~ -a::: Cl Rl I D L,,I 0 13 REMOVIE EXISTING STREET LI GHT POLE, FOUN DATI ON, ADJACENT PULL BOX AND CONDUCTORS AND BACK FILL. POLE AND FIXTURE TO BECOME THE PROPERTY OF THE CONTRACTOR. 11 31 CONTRACTOR SHALL RELOCATE EXISTING MAIL BOXES TO A LOCATION APPROVIED BY THEIR OWNERS (USPS AND UPS). 0 -_-L 3"C,-: =Sl=C ==--= 3"C, SIC TO EXISTING CONTROLLER CABIN ET AT FARADAY AVEN UE AND EL CAMINO REAL ~30 ' TO (APPROX IMATELY 1,140' <t_ TO t_l . ~ -WALK _ _ _ ~RW -=:....::====-:= s - - O' TO X-WALK G.li <112 & ¢5 I EV CATi ~ -~==-~ --===---~-----~ ---=--=---------=-----==----=-----------=-------- R2( 40) --------------------------f';fr'[';j------- CONDUCTOR SCH EDU LE DET ECTOR SCHEDULE --- PHASE SLOT FI ELD NUMBER TERMIN AL PPB 2 11 2U PPB 4 112L AWG SIZE p POLE CONDUIT SIZE AND RUN • H 3" 3" 3" 2-3" 2-3" OR A OR & ffi & ffi & CABLE TYPE s CIRCUI T E N0.14 CABLE POLE -A -2/2 -2/2 2/2 PPB 6 ll 3U PPB 8 113L EVA <112+115 Jl2U EVB ¢7 Jl3U EVC ¢1 +<116 Jl 2L EVD 08 JI3L C POLE -B ---2/2 2/2 0 3 C POLE -C --2/2 2/2 2/2 N 0 D N POLE -D 2/2 2/2 -2/2 2/2 u D C 12 u T C 0 T R 0 R TOTAL CABLES -3 CON/12 CON 2/2 4/4 4/4 8/8 8/8 #12 IISNS 2 2 2 2 2 #10 LUMIN AIRES 2 2 2 2 2 TOTAL 4 4 4 4 4 NO PARKIN BIKE LANE -- ---- A/B SIG. LUM. MOUNTING INDICATIONS MOU NTIN G PHASE QUAD 'HASI C (ALL 6' WIDE) 4-12" (R, Y,G,GA) 111 I II I 1'1 II z VID EO COA POLE-A -1 /1 -1 /1 1 /1 0 1 /1 1 /1 1--(BELDEN POLE-B --- 0 NO U TURN ___, 110608 MAS 0 MAS 3-12" (R,Y,G) BP w BP 26-4-129 40' 12' SP-2-T 250W HPS 3-12" (RA,YA,GA) 6P s 6P SV-2A 5-12" (R,Y,G,YA,GA) MAS 3-12" (RA,YA,GA) * ® ~ MAS 3-12" (R, Y,G) 6P s 6P 26-4-129 12' SP-2-T 250W HPS 3 -12" (RA,YA,GA) 7P E 7P SV-2A 3 -12" (R,Y,G) MAS 4-12" (R,Y,G,GA) 0 MAS 3-12" (R,Y,G) 7P E 7P 19-4-129 25' 12' SP-2-T 250 W HPS 3-12· (RA,YA,GA) 2P N '2P SV-2A 3-12" (R, Y,G) MAS 3-12" (RA,YA,GA) 0 MAS 3-12" (R,Y,G) 2P N 2P 29-5-129 40' 12· SP-2-T 250W HPS 3 -12" (RA,YA,GA) BP w BP SV-3-TA 3 -12" (R, Y,G) 5-12" (R,Y,G,YA,GA) NOTES: 1. ALL EQU IPMENT IS NEW UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERI NG POLES AND MAST ARM S. 3. FINAL POLE LOCATIONS SHALL BE APPROVIED IN THE FIELD BY THE CITY. 4 1.I.S.N.S. SIGN PANELS SHALL BE 6' WIDE. o· 7' Faraday Avenue a· ~ Priest I y Drive 17' 3' Faraday Avenue 16' 3' Priestly Drive R73-3 CA R3-4 ~ DETAIL C: MAST AR M SIGNS N.T.S. NOTE: 3:: "' 11 If this signal is not installed within one (1) year of City approval, plans must be resubmitted for plan check ninety (90) days in advance of begin construction date. No work shall begin on the traffic signal with out prior written approval by the City Engineer. BENCH MARK: PREPARED BY: II 1111 HARRIS & ASSOCIATES 750 B Street, Sutt, 1800 Son Diego, CA 92101 3:: "' COUNTY OF SAN DIEGO BENCHMARK R1800 355+09 BC. CENTERLINE WEJ..L MONUMENT AT INTERSECTION OF EL CAMINO REAL ANO FARADAY. 3• BRASS CAP RCE 36-03 (6 1 ) 236-1778 • FAX (619) 236-1179 ,. NGVO 29 ELEVATION -317.114 FEET I O) H B S. GERGES, R.C.E. 59991 DATE POLE-C -t;J 8281 ) - w POLE-D 1 /1 1 /1 0 VIDEO 0 POWER w 0 (3#16) 1 /1 2/2 5 TOTAL VIDEO 02+11' EVA 1 1 <117 EVB -- 111 +112 EVC -- DLCM <118 EVD -1 TOTAL DLCM 1 2 SIC 6 PAIR 1/20 -1 TOTAL CONDUCTORS / CA BLES 11 19 t A S BUILT DA. TE INITIAL ENGINEER OF ~K REVISION DESCRIPTI ON 1 /1 1 /1 1 /1 -1 /1 1 /1 1 /1 4/4 +1 ~ -1 1 1 1 l -1 1 -1 1 1 4 4 -1 1 11 33 33 OAlE INITIAL OlHER APPROVAL 20 1111-0 20 40 1" = 20' GRAPHIC SCALE "AS-BUil T" .,,Afi4,;. r: z -~ License H 3 ·$·2dlQ Exp. Reviewe d by: Lu~ 1 1.~IJ Inspector ~g= ~O CITY OF CARLSBAD 1137 L!Q_j c_ __ E_N_G_IN_E_E_R_IN_G_D_EP_A_R_M_E_N_T __ ~ ~ TRAFFIC SIGNAL PLAN FOR: FARADAY A VENUE AND PRIESTLY DRIVE OWN BY: EG, IE CHKD BY: ESG. FIELD BY: PLUMMER EXP. 3/31/06 PROJECT NO. 3607 DR AWING NO. 429-9 CONDUCTOR SCHEDULE AWG SIZE p POLE H 3• OR A OR & CABLE TYPE s CIRCUIT E N0.14 CABLE POLE -A - C POLE -B 0/2 0 3 C POLE -C -N D 0 POLE -D N -u D POLE -E C - T 12 u 0 C POLE -F - R T POLE -G -0 R TOTAL CABLES -3 CON/12 CON 0/2 #1 2 IISNS 2 #10 LUMINAIRES 2 - TOTAL 4 IVIDEO COA POLE-A - z (BELDEN POLE-B 1/1 0 POLE-D F 8281) - u POLE -E -~ w 0 0 w VI DEO 0 > POWER (3#16) TOTAL VIDEO 1 /1 !112 LOOP - DLC !116 LOOP - TOTAL DLC - !112+05 EVA 1 04+07 EVB - 01+06 EVC - DLCM 03+08 EVD - TOTAL DLCM 1 SIC 6 PAIR 120 - TOTAL CONDUCTORS / CABLES 9 NO LJ TURN R73-3 CA R73-5 CA []] DETAIL C: MAST ARM SIGNS N.T.S. CONDUIT SIZE AND RUN 3• 3• 3• 3• ffi & ffi & ---2/2 0/2 0/2 0/2 - 2/1 2/1 2/1 - -1/1 1 /1 - ---- -- -- - -1 /1 - 2/3 3/4 4/5 2/2 2 2 2 2 2 2 2 2 - -- - 4 4 4 4 ---1 /1 1/1 1/1 1 /1 - -1 /1 1/1 - - --- 1 /1 2/2 2/2 1/1 - -1 - -- -1 - -1 1 1 1 1 - -1 1 - --- - - --1 1 2 2 1 -1 1 - 12 18 21 12 ;.1 .,, -;--- ! 3• 2-3" & ffi 2/2 2/2 -0/2 -2/1 -1/1 -0/2 2/1 2/1 -1/1 4/3 8/10 2 2 2 2 -- 4 4 1 /1 1 /1 -1 /1 -1 /1 -1 /1 1/1 4/4 -1 1 1 1 2 -1 -1 -1 1 1 1 4 1 2 16 38 200' TO X--WKt_i\ PHASE DIAGRAM 01 !112 !113 !114 ~ <}---{> ~ EXISTING ~DVANCE LOOPS-·r I PROTECT IN PLACE ~ I • ► " 1 .•. , 0 >-~ < j II ~ a~ I ~ ~~ I I :.iJ\l, \ ~ ti _/ f ~o j > ABANDON EXISTING 1 1/4"C ~ F I AND CONSTRUCT Y CONDU IT, REPLA,,~ olp 05 06 !117 !118 \ t t -r -<}---{> FLASH: ALL RED CONSTRUCTION NOTES• INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS NOTED ON PLAN . INSTALL VIDEO CAMERA ON SIGNAL MAST ARM USING MANUFACTURER APPROVED RISER AND MOUNTING. 3"C, SIC TO NEW CONTROLLER CABINET 3"C, DLC EXIST R/ TYPE 26-4-70 COM PLETE 1/ 113• I I I I i I . (,( : AT FARADAY AVENUE AND PRIESTLY DRIVE R/W l (APPROXIMATELY 1,140' t. TO <t). t ~ ~ ~ ~_-==.a ___ --:;:-=-== FARADAY A VEME _@ -----~----- ----------- +- "' 8+50 ~ + '" <D a .. + ~ "' u N w ~ ,,.-{iiij CONDUIT _ _,'°=---_/ ~ !118 _____ .=::,, ------ "ABL--E---_ ,-,. 'uf"t" ---.... 3)._ 0 --------R'90 ~1-";1> 1<',i, ;/-fl EXIST R/W ·•· '\ POLE SCHEDULE MAST ARM TRAFFIC SIGNALS PED SIGNALS PPB PLACEMENT LOC. MAST ARM LUMINAIRE 1.1.S.N.S. SIG. LUM. MOUNTING INDICATIONS MOUNTING PHASI QUAD 0 HASI A/B C 0 MAS (N) 3-12" (RA,YA,GA) 6P w 6P 26-4-129 40' 12' MAS (N) 3-12" (R, Y,G) SP-2-T (N) (N) (N) 250W HPS 9' 8' El Camino Real (N) (N) (N) 3-12" (R,Y,G) (N) BP N BP (N) (N) SV-2-TA (N) (N) (N) (N) 3-12" (RA,YA,GA) ® MAS (N) 3-12" (RA,YA,GA) Faraday Ave 29-5-129 (15' 15' 2-MAS (N) 3-12" (R. Y,G) SP-1-T 2P - -250W HPS 6' 3' ~ Safe(~)Cntr (N) N) (N) SV-1-T (N) 3-12" (R,Y,G) (N) (N) (N) © N BP 1-A --SV-1-T 3-12" (RA,YA,GA) SP-1-T BP (N) (N) 16' 3' ---- (RL) (N) (N) (N) E 2P (N) (N) R/W I ' ..J I 0, ~i I It I i i ~: I ® MAS (N) 3-12" (RA,YA,GA) 26-4-129 40' 12' MAS (N) 3-12" (R, Y,G) SP-1-T 4P - -250W HPS 7' 3' El Camino Real (N) (N) (N) SV-1-T (N) 3-12" (R,Y,G) (N) (N) (N) (N ) m: I MAS 3-12" (RA,YA,GA) Faraday Ave I I ' ' ii J1 / I PHASE SEQUENCE 1 ~\~ II ~\'1 I \ I 02 I I I I I I I I I i t7 I I II I I I II L _I_J_ ---iBB -1 •· /I I I I I . II I I I 115' I I 12' I I I I I I I I CONDUIT 4 12' 02 ,7 I I 11 11 I 110' 10' Ill I ::05 g r5 lr-j: 7 II f I 11 I I II I I I I I I 11 I I 11 I 11 I I ill I I 1+5 I I I' I II I 111 II 12' I 13' I I 16' II I I' :Iii $ :I, 111 I I' I : L EJ II I 01 ~fl6/ It I ·1 0 / ... 1, 1p' L -'--'t'----+--4 tr Y+-!,ti-,1- 1 $ ·i c,2·i I I I I I I I I I I I 2+6 3+7 SEQUEN CE WITH CALLS ON ALL PHASES i VR/W : I EXISTIN r TYPE 111 I SERVICE! ENCLOSURE 0 ':H q,, ~~ cf" --SEE DETAIL 1 ON SHEET 8 4+8 EiXISTING TYPE 170 CONTROLLER OLE ST,tJRS .3"C, SIC TO NEW Ol)ITROLLER CABINET AT ORION STREET AN~ FARADAY AVENUE (APPROXIMATELY 1,V7 ' it TO <t). -WV - I I I I I I :1 I ~ r---------------------.=---~- '-------- I 0 '•-~ ~ I I - I M i¾E 26-4-70 COMPLETE EXISTING 1 1/4"C, REPLACE DLC Cl:'. 1u c/W"' /'-A I ~ [s __ J BCR DETAIL A• SIGNAL POLE LOCA 110N N. T.S. 12" TFU. ---- -EB "" - AB-121 ASTRO MINI-BRAC OR EQUAL - R/W APPROACHING EVPE VEHICLES .._..---t--/ DETECTOR DETAIL B• \_ MAST ARM STAINLESS STEEL BAND EVPE DElECTOR MOUNTING N.T.S. 0 29-5-129 55' 15' 2-MAS 3-12" (R,Y,G) SP-1-T 6P - -250W HPS -3' 5' Safe(~/ntr -(N) (N) (N) SV-1-T 3-12" (R,Y,G) (N) (N) (N) DETECTOR SCHEDULE 111 I r:2 I II "' _J 0 s 4 1-A --SV-1-T 3-12" (RA,YA,GA) SP-1-T 4P (N) (N) --13' 3' w 6P -- (RL) (N) (N) (N) (N) (N) 0 E 2P 1-A --SV-1-T 3-12" (RA,YA,GA) SP-1-T 2P (N) C:J --14' 3' s -- (N) (N) (N) (N) (N) (N) NOTES: 1. ALL EQUIPMENT IS NEW (N) UNLESS OTHERWISE NOTED TO BE RELOCATED (RL). 2. CO NTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. 3. FINAL POLE LOCATIONS SHALL BE APPROVED IN THE FIELD BY THE CITY. -r------------------~ 4. 1.1.S.N.S. SIGN PANELS SHALL BE 6' WIDE. "AS-BUil T" r:,C&;; H'1. 4-?d/4 &$/7C, License # Reviewed by: wJL;.,,.. ~~ Inspector # Gtte-t2,:. -~9 3 -3 /.Zd /0 Exp. Date )ETECTOf PHASE SLOT NUMBER NUMBER 1 2 12U 2 6 J2U PPB 2 I12U PPB 4 1I2L PPB 6 ll3U PPB 8 113L EVA <112+!115 Jl2U EVB 04+1117 Jl3U EVC 01+06 Jl2L EVD !113+08 J13L BENCH MARK: COUNTY OF SAN DIEGO BENCHMARK R1800 355+09 BC. CENTERLINE WELL MONUMENT AT INTERSEC110N OF EL CAMINO REAL AND FARADAY. 3" BRASS CAP RCE 36433 NGVD 29 El£VA110N -317.114 FEET FIELD TERMINAL T? r •-~ T<t ,::: IL~ TR 4 •• ""M 6 TR .,; •· rnM n T" -7 •· ""M q TR -R & ""M 9 TQ 4 •· ""M 6 TC 7 ••rnMq TO -,; •-""M fi T9 -R •· f'QM 9 0 I !1 I I Ii' 2 II L; • ,,. I ::: I II 06 '" . "-+~ II I II REFERENCE PREPARED BY, .. HARRIS & ASSOCIATES 750 B St, .. t, Suite 1800 Son Diego, CA 92101 9) 236-1778 • FAX (619) 236-1179 DATE DWG . 271-4 DATE INITIAL ENGINEER OF WORK ~ 0 "' ,.., <{ ~ I X EXISTING ADVANCE LOOPS- PROTECT IN PLACE ,468U!/.T REVISION DESCRIPTION 20 0 20 ___ __: 40 1· = 20' GRAPHIC SCALE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL [sHEEil CITY OF CARLSBAD 1137 ~~ __ E_N_GI_N_E_ER_I_NG_D_E_P_A_RM_E_N_T ___ ~ TRAFFIC SIGNAL PLAN FOR: FARADAY AVENUE AND EL CAMINO REAL OWN BY: EG, IE CHKD BY: ESG. FIELD BY: EXP. 3 31 06 PROJECT NO. 3607 DRAWING NO. 429-9 110608 022206 -- EXIS TING STRIPING TO REMAIN R3-7(R 13 y ~ SIGNING AND STRIPING NOTES ~ INSTALL 4-INCH WIDE WHITE LANELINE AND INSTALL RAISED PAVEMENT MARKERS PE R CALTRANS STANDARD PLAN A20A, DETAIL 9. INSTALL 12-INCH WIDE WHITE CROSSWALK PER CALTRANS STANDARD PLAN A24E (THERMOPLASTIC). INSTALL 4-INCH WIDE DOUBLE YELLOW MEDIAN ISLAND AND INSTALL RAI SED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20B, DETAIL 29 . INSTALL 8-INCH WIDE WHITE CHANNELIZING LI NE AND INSTALL RAI SED PAVEMENT MARKERS PER CALTRAN S STANDARD PLAN A20D, DETAIL 38. INSTALL 6-INCH WIDE WHITE BIKE LANE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. INSTALL 6-INCH WIDE BROK EN WHITE BI KE LANE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. INSTALL 4-INCH WIDE DOUBLE YELLOW CENTERLINES PER CALTRANS STANDARD PLAN A20A, DETAIL 22. z EL z 0 0 F ,-1i'i 8 1i'i z z <( <( ~ 3 4 ~ w z ----w <D z N <( 8 _J R=775' ------- ..., <( IX) ui _J IX) z on 0 r---Cl + z + w IX) w IX) w ----------a:: ...__ -<( > ---___,,--R=571' N 9+00 --15 -on --- (0 -- INSTALL TYPE IV (L) OR (R) PAVEMENT ARROWS AS SHOWN ON PLAN , PER CALTRAN S STANDARD PLAN A24A (THERMOPLASTIC). INSTALL 8 -INCH WI DE WHITE CHANNELIZING LANE PER CALTRANS STANDARD PLAN A20D, DETAIL 38A. ~ INSTALL TYPE Vll(L) PAVEMENT ARROW PER CALTRANS STANDARD PLAN A24A (THERMOPLASTIC). INSTALL R81 AND R81B SIGNS ON STEEL POST. INSTALL R8 1 AND R81A SIGNS ON STEEL POST. INSTALL SIGN ON TELSPAR POST OR AS OTHERWISE SPECIFIED (TYPE AS SHOWN ON PLAN). INSTALL "BIKE LANE" PAVEMENT LEGEND AND ARROW PER CALTRAN S STANDARD PLAN A24E (THERMOPLASTIC). RELOCATE EXISTIN G STREET SIGN . BENCH MARK: COUN1Y OF SAN DIEGO BENCHMARK R1800 355+09 BC. CENlERUNE WELL MONUMENT AT INlERSECTlON Of EL CAMINO REAL AND FARADAY. 3• BRASS CAP RCE 36433 NGW 29 ELEVATION ~ 317.114 FEET 0 N CAMINO REA SEE BELOW ~1 I @] -7{R • I I 1 o· ;.,, N 2 . - t I I I I I ,. 10' 1 a· -· .N - N ;.,, 8 101 +OD EXISTING STRIPING TO REMAIN ■ PREPARED BY: 1111 HARR IS & ASSOCIATES 750 B Street, Suite 1800 Son Diego, CA 92101 _1 ( I 236-1778 • FAX (619) 236-1179 EHAB S. GERGES, R.C.E. 59991 7 4 ---:J 285' -- 1 ENQNEER OF 'M)R:K "',, - - -..., - BUILT - ~ R=313 -...__ RIGHT LANE MUST TURN RIGHT R3-7(R) R18-2 (CA) 13 R3-7{R) -- ---- 40 1 " 40' REVISION DESCRIPTION (5® BIKE LANE R81 (CA) 8 200· -- -- --- ---- !BEGIN) R81A (CA) C END J R818 (CA) ,0 ,"4(.¾ ,' I ~",> 11,,-4 J,, I I \ EXISl\ BIKE LANE \ \ \ \ \ \ \ ABBREVIATIONS MT = MEDIAN TAPER "AS-BUil T" ,.,/4'# s 0 ~''"'' ~- U L7 6 License # Reviewed by: Mi~ l.p,r /&'-0¢,~"B Date 'f-J/• '2 ,UO xp. 0 40 80 m CITY OF CARLSBAD ~ 2 ENGINEERING DEPARMENT s GRAPHIC SCALE ~-,. DAlE INITIAL OAlE INITIAL OlHER APPROVAL CITY APPROVAL PLAN S FOR THE IMPROVEMENT OF: FARADAY AVENUE All> EL CA~ REAL SIGNING AND STRIPING PLAN DWN BY: EG, IE CHKD BY: ESG. FIELD BY: PROJECT NO. 3607 DRAWIN G NO. 429-9 -- 110608 022206 7 ~--+-, 13 R4-7, OMl-3 ·---------. .._, ·-~=-~~~~~:~~~ 8 4 0 0 0 W3-3 I ~I I~ I I U I R67 (CA) SIGNING AND STRIPING NOTES RIGHT LANE MUST TURN RIGHT R3-7(R) 0 INSTALL 12-INCH WIDE WHITE CROSSWALK PER CAL TRANS STANDARD ~ PLAN A24E, (THERMOPLASTIC). INSTALL 4-INCH WIDE DOUBLE YELLOW MEDIAN ISLAND AND INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20B, DETAIL 29. INSTALL 8-INCH WIDE WHITE CHANNELIZING LINE AND INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20D, DETAIL 38. INSTALL 4-INCH WIDE DOUBLE YELLOW CENTERLINES PER CAL TRANS STANDARD PLAN A20A, DETAIL 22. INSTALL TYPE IV (L) OR (R) PAVEMENT ARROWS AS SHOWN ON PLAN, PER CALTRANS STANDARD PLAN A24A (THERMOPLASTIC). ® ~ BIKE LANE R26D/R81 R4-7 PAINT TOP OF CURB AND CURB FACE RED. PAINT MEDIAN NOSE YELLOW. INSTALL PAVEMENT LEGEND AS SHOWN ON PLAN, PER CAL TRANS STD. PLAN A24D (THERMOPLASTIC). REMOVE AND SALVAGE EXISTING SIGN AND POST AS NOTED. INSTALL 4-INCH WIDE TWO-WAY LEFT TURN LANES PER CALTRANS STANDARD PLAN A20B, DETAIL 31. INSTALL 8-INCH WIDE WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38A. ~ EXISTING SIGN TO REMAIN. ~ INSTALL TYPE Vll(L) PAVEMENT ARROW PER CALTRANS STANDARD PLAN A24A (THERMOPLASTIC). INSTALL SIGN ON TELESPAR POST OR AS OTHERWISE SPECIFIED (TYPE AS SHOWN ON PLAN). RELOCATE EXISTING STREET SIGN. LLJ . -,. . " ~ ~~ ~ REMOVE AND SALVAGE EXISTING R1-1 "STOP" SIGN. EXISTING DSNS AND TELESPAR POST SHALL REMAIN. 18 18 13 W3-3 ------·-- 500' FROM X-WALK NO PARK.NG BIKE LMIE --+- 90' GAP - 8 10 _ , -200' 4 8 27' 0 11' 12' ' FARADAY A VENUE 4' 0Ml-3 ABBREVIATIONS DSNS = DOUBLE STREET NAME SIGN 20 21 R26, R81B -.,. <D 13 R67 ON SL 'BUS STOP" 10' oO 0 0 I"' N MATCH LINE STA. 3+00 260' 10' SEE BELOW LEFT PRIESTLY DRIVE ~ ~-= -- : =,~==11,-=-=========4'======N=,c=====,==':_':_':_°'._°'._=_=_=_=_==~~~~:.:;1::;~(:==_=_=_,~_=_=_=_=_=_-=t,="'"'"'"'"':'.~"'"'"'"'"'"'"'"'"'"'"'"'"'"':',c==.°'._':_':_':_':_':_':_':_':_':_':_':_':_':_':_':_':_':_':_':_:'.-~':_':_:._~ )i .... , -m,----frd ~=---==-_ -,. ~ ~ ---,.-~,---(2!, ..-81A -m~ -' N 500' FROM o -3 ~ --< 8 =1 <t X-WALK l' S '.ifOP <( f-f-w w 0 0 z 0 -z Cl w~ 13 R67 21 R26,R81A PRIESTLY DRIVE "AS-BUil T" /4£~,;,;~ -2 G'_j_'J(p. __ _ License # Reviewed by: Ui~~ /(2-,2~-()f? Uate 3-31-211 LQ._ Exp is-v-i...oe Date 21 R26 21 "BUS STOP" BENCH MARK: COUNTY OF SAN DIEGO BENCHMARK R1800 355+09 BC. CENTERLINE WELL MONUMENT AT INTERSECTION OF EL CAMINO REAL AND FARADAY. 3" BRASS CAP RCE 36433 NGVD 29 ELEVATION = 317.114 FEET 21 R26 I RUTHERFORD DRIVE PREPARED BY: 1111 HARRIS & ASSOCIATES 75D B Street, Suite 180D San Diego, CA 92101 . 19 236-1778 • FAX (619) 236-1179 /c,S, DATE DATE INlllAL ENGINEER OF WORK /IS BUILT REVISION DESCRIPTION s_l 8 + ,.rJ:-- DATE INlllAL OTHER APPROVAL CITY APPROVAL R26D/R81 NO PAflKINr; BIKE LNJf - 40 1" 40' X-WALK 0 40 80 GflAPI IIC 'iCALE ~ CITY OF CARLSBAD 1137 ~ ENGINEERING DEPARMENT ~ ~------------~ PLANS FOR THE IMPROVEMENT OF: FARADAY AVENUE AND PRIESTLY DRIVE SIGNING AND STRIPING PLAN DWN BY: EG, IE GHKD BY: ESG. FIELD BY: PROJECT NO. 3607 DRAWING NO. 429-9 ) I " 110608 ---,----"\ . ~17.1~6 \ I ' /