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HomeMy WebLinkAboutDWG 416-5; 3899-1; EL CAMINO REAL AT HOSP WY PLAZA DR MARRON RD; 01-18EL CAMINO REAL TRAFFIC SIGNAL IMPROVEMENTS AT HOSP WAY, MARRON ROAD AND PLAZA DRIVE PROJECT NO. 3899-1 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM JHE ENGINEER OF WORK FOR THIS PROJECT, JHA T I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF JHE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND JHAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND JHA T JHE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ____ K_A_TZ~, _O_K_/T~SU~&~A~S~S~O~Cl~A~TE=S __ _ ADDRESS: __ 2_2_51_SA_N_DI_EG_O_A_VE_.,_S_U_ITE_A_2_7_0_~ CITY, ST.: SAN DIEGO, CA. 92104 TELEPHONE: d6]g 2933 BY: ~fZ_ '7 i DA TE: __ ___,9"-'/2e:r4,,/0cc.4 ___ ~ R. C.E. NO.: 59366 REGISTRATION EXP/RATION DA TE: ___ 06~j,_0~3j,_0_7 __ _ PROJECT LOCATION JHIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) CITY RIGHT-OF-WAY THE CALIFORNIA COORDINATE INDEX OF 1HIS PROJECT IS N 2010000 E 6232000 BENCH MARK DESCRIPTION: SET 2.5" DISK IN NORJHEAST CORNER OF SOUJH VISTA WAY BRIDGE OVER BUENA VISTA CREEK, 100 FEET NORTH OF THE WEST END OF VISTA WAY. LOCA TIDN: MONUMENT IS IN THE NORTHEAST CORNER OF THE SOUTH VISTA WAY BRIDGE OVER BUENA VISTA CREEK 125 FT. NORTH OF HA YMAR DR. 3 WES T OF NORHTERL Y EDGE OF CONCRETE. RECORDED: CLSB -086 L.S. 6215 ELEVATION: 24.186 DATUM: NGVD29 },.,; SR-78 EB OFF-RAMP WEST VISTA WAY ~., ,, -"' ...., ' LOCATION MAP NOT TO SCALE ~ PROJECT AREA OCEANSIDE I L C ~D ~ ClTY OF VISTA ._o>l CITY OF I /-,. 0j;,,>---AN MARCOS J__,/-\%, ~ -i--I -,_ f _.J I k, l /~_,, "'' \ ~ --~ PAi~~~N \ ' \ --"-~ l \ \ # _) \ ~ \ \ CITY OF ENCINITAS VICINITY MAP NOT TO SCALE No. 59366 [,p, ffi/JJ/07 LEGEND DESCRIPTION REMOVE AC PAVEMENT (DEMO PLANS ONLY) REMOVE CONCRETE PAVING (DEMO PLANS ONLY) CONST AC PAVEMENT SECTION CONST 6" CONG CURB CONST 6" TYPE 'H' CURB & GUTTER CONST TYPE '8-2' MEDIAN CURB & GUTTER CONST CROSS GUTTER CONST PCC SIDEWALK (WIDTH SHOWN ON PLANS) CONST COLORED STAMPED CONCRETE (PCC MEDIAN PAVING) CONST TYPE 'A' PEDESTRIAN RAMP CONST PEDESTRIAN RAMP INSTALL/RELOCATE STREET LIGH T INSTALL/RELOCATE STREET LIGHT PUL L BOX INSTALL/RELOCATE 2" PVC INTERCONNECT CONDUIT SDRSD DWG.NO. SDG-113 G-1 G-2 G-6 G-12 G-7 SDG-112 G-27 TITLE 24, CASE C, DETAIL E-1 INSTALL/RELOCATE TRAFFIC SIGN M-45 SHEET 2 3 4 5 6 SHEET INDEX DESCRIPTION T-1 -TITLE SHEE T HORIZONTAL CONTROL PLAN DEMOLITION PLAN MARRON ROAD AND EL CAMINO REAL IMPROVEMENTS PLAZA DRIVE AND EL CAMINO REAL IMPROVEMENTS T-E -TRAFFIC SIGNAL TITLE SHEET SYMBOL ~c2wx»'.51 8:½0%1/M [~ 111 I I HJ UJ±L1w EB 0 • □ 7 E-1 -EL CAMINO REAL AND HOSP WAY TRAFFIC SIGNAL PLAN 8 9 10 11 12 13 14 15 16 17 18 E -2 -EL CAMINO REAL AND MARRON ROAD TRAFFIC SIGNAL PLAN E-3 -EL CAMINO REAL AND PLAZA DRIVE TRAFFIC SIGNAL PLAN TC-1 -TRAFFIC CONTROL NOTES AND LEGENDS (STANDARD SPECIAL SPECIF/CATIONS) TC-2 -EL CAMINO REAL AND PLAZA DRIVE TRAFFIC CONTROL PLAN PHASE 1&2 TC-3 -EL CAMINO REAL AND PLAZA DRIVE TRAFFIC CONTROL PLAN PHASE 3&4 TC-4 -EL CAMINO REAL PLAZA DRIVE TRAFFIC CONTROL PLAN PHASE 5 TC-5 -EL CAMINO REAL AND MARRON ROAD TRAFFIC CONTROL PLAN PHASE 6&7 TC-6 -EL CAMINO REAL AND MARRON ROAD TRAFFIC CONTROL PLAN PHASE 8&9 TC-7 -EL CAMINO REAL AND MARRON ROAD TRAFFIC CON TROL PLAN PHASE 10 TC-8 -EL CAMINO REAL AND HOSP WAY TRAFFIC CON TROL PLAN PHASE 11&12 TC-9 -EL CAMINO REAL AND HOSP WAY TRAFFIC CONTROL PLAN PHASE 13&14 2251 SAN DIEGO AVE, SUITE A270 SAN DIEGO, CA 92110 (619) 683-2933 FAX, (619) 683-7982 KOA JOB NUMBER: JA2566 "AS BUILT' P.E. ___ _ EXP. ___ _ REVIEWED BY: h1 ,LQr.,1 ,':P1laj INSPECTOR T-1 DATE C C i:::===l====12~:;; .. q1S[BZ1~t/,~1/LQT~'~' ===================r===j====r===j===:::ir;::====~===========::=::==~ ~ t-----+---+--------------+--t-----+---+-------I I SH1EET I CITY OF CARLSBAD ~8 'I ENGINEERING DEPARMENT l_J_U EL CAMINO REAL AT: PLAZA DRIVE, MARRON ROAD AND HOSP WAY APPROVED ~o~~PU~'y:~j .... 1J'~EN1fi't-"-"1~~EE~~~""'-"-++fc-cE~· -2s-s-,s-E_X_P_-3-/~J,-/0~6 t•/Bl~1 OWN BY: PROJECT NO. DRAWING NO. CHKD BY: DAlE INITIAL DAlE INITIAL DAlE INITIAL FIELD BY: 3899-1 DWG f16-5 C C I () C C ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL GITY APPROVAL C ---------------------------------------------------------------------------------------------------------------------..i.------------------------... , J 053105 0:, -0- 1 0, GENERAL CIVIL NOTES: (for sheets 2-5 only) 1. UNLESS OTHERWISE NOTED, ALL STATION CALLOUTS SHALL REFERENCE EL CAMINO REAL STREET STATIONING 2. UNLESS OTHERWISE NOTED, ALL STATION/OFFSET CALLOUTS SHALL REFERENCE TOP OF FACE OF CURB 3. REFER TO THE TRAFFlC SHEETS FOR ALL SIGNAL, STREET LIGHTING, SIGNAGE & STRIPING WORK INCLUDING THEIR DEMOLITION. 4. AC PAVING SHALL BE TYPE Ill, D-AR-4000 FOR LEVELING COURSE, TYPE Ill, B-AR-4000 FOR BASE COURSES, AND TYPE Ill, C2-AR-4000 FOR SURFACE COURSES. 5. FOR BIDDING PURPOSES, THE AC STRUCTURAL PAVEMENT SECTION SHALL BE 4" AC OVER 8" AGGREGATE BASE COMPACTED TO 95,t; RELATIVE COMPACTION. ACTUAL STRUCTURAL ROAD SECTION SHALL BE DETERMINED DURING CONSTRUCTION AFTER FINAL 'R' VALUE TESTS HAVE BEEN CONDUCTED. SEE "STREET NOTE" No. 1 IN TITLE SHEET. 6. ROAD BASE COURSE SHALL EXTEND UNDER CURB AND GUTTER TO A POINT 6 INCHES BEHIND BACK OF CURB. THICKNESS OF BASE UNDER CURB AND GUTTER SHALL BE 6 INCHES. 7. EXCAVATION/REMOVAL OF UNSUITABLE MATERIAL SHALL BE ONLY AT THE DIRECTION OF THE ENGINEER. PAY QUANTITY SHALL BE BY VOLUME (CUBIC YARDS) MEASURED IN PLACE AND PAYMENT SHALL BE MADE AT THE STIPULATED CONTRACT UNIT PRICE SHOWN IN THE BID SHEET. !I. COLOR AND PATTERN FOR STAMPED CONCRETE SHALL BE APPROVED BY CITY ENGINEER. 9. CONCRETE CURBING AT CURB RETURNS SHALL BE CONSTRUCTED WITH CROSS GUTTER. SEE SDRSD G-12 10. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES SHOWN OR NOT SHOWN ON THESE PLANS. 11. CONTRACTOR IS REQUIRED TO NOTIFY THE SAN DIEGO GAS AND ELECTRIC COMPANY AND UNDERGROUND SERVICE ALERT IN A TIMELY MANNER PRIOR TO STARTING WORK NEAR EXISTING UTILITIES. CONTRACTOR SHALL COORDINATE HIS WORK WITH UTILITY REPRESENTATIVES. AND OBTAIN MARKOUTS ANO INQUIRY ID NUMBER. 12. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. IT IS THE RESPONS1BILITY OF THE CONTRACTOR PRIOR TO CONSTRUCTION TO DETERMINE AND/OR VERIFY THE LOCATION OF ALL KNOWN EXISTING UTILITIES OR STRUCTURES, WHETHER OR NOT SHOWN ON THE DRAWINGS. CONTRACTOR SHALL CONTACT APPROPRIATE AGENCIES TO OBTAIN ANY REVISED, UPDATED OR "AS-BUILT" INFORMATION AVAILABLE PRIOR TO CONSTRUCTION. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT AND MAINTAIN THE UTILITY LINES SHOWN. IF AN UNDERGROUND UTILITY IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE CITY OF CARLSBAD RESIDENT ENGINEER AND THE UNDERGROUND SERVICE ALERT LOCATING SERVICE TO ARRANGE FOR REPAIRS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS TO REPAIR THE DAMAGE CAUSED TO UNDERGROUND UTILITIES DURING CONSTRUCTION. 13. THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID INJURY TO EXISTING IMPROVEMENTS OR FACILITIES, UTILITY FACILITIES, ADJACENT PROPERTY, ANO TREES AND SHRUBBERY THAT ARE NOT TO BE REMOVED. 14. CARLSBAD PUBLIC POTABLE WATER SYSTEM CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH CARLSBAD RULES & REGULATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) DATED OCTOBER 1993 INCLUDING ALL AMENDMENTS, SUPPLEMENTS AND REVISIONS. 15. CONCRETE FOR ALL CROSS GUTTERS SHALL BE HIGH-EARLY STRENGTH PER CALTRANS SPECIFICATIONS SUBMITTAL REQUIRED. Underground Service Alert Call TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG IMPORT ANT NOTICE THE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IOENTIFICA TION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT NUMBER CALL USA, 800-422-4133 12" WIDE GROO~NG BORDER (TITLE 24 CASE H) PRO~DE HEAVY BROOM (RIPPLE) FINISH W/1/4" GROOVES C 3/4" ON CENTER BOTH SIDES ",§' ~t {~· \ N 2010946.49 E 6232204.30 ELEV 29.08 FD WELL MON 6" MONOLITHIC CURB 12" WIDE GROO~NG BORDER NOTE: 1. SEE SDRSD G-32 FOR GENERAL NOTES 2. RAMP LENGTH AS REQUIRED TO ENSURE MAX. RAMP SLOPE IS NOT EXCEEDED. PEDESTRIAN RAMP 1 PER TITLE 24 CASE 'C' 2 NTS SCALE PL.AN SCALE: 1 • -50' CZ 50' 0 50' 100' I SH2EET I CITY OF CARLSBAD I SHEETS I l----+--+----------------,f----+----1---+----I ENGINEERING DEPARTMENT 1 8 l------+--+---------------->-----+-----1---+------- SCALE: 1 "= 50' E L CAMINO REAL TRAFFIC SIGNAL IMPROVEMENTS CORNERSTONE ENGINEERING 2505 "M" STREET HORIZONTAL CONTROL PLAN 8~~~~~~-3~9i4~ 1----+-----t--------------+----+---+--+----1 EL CAMINO REAL & MARRON ROAD FAX: (661) 322-0129 l----+--+----------------f----+----1---+----I ~:::==:===::==:===::::==:===::==:::::::::==:::=:c==::::::::::::=::::===~ APPROVED 2191 SOUlH EL CAMINO REAL, SIJITE 208 l----+--t------------------,f----+-------1---t-----t Lrllf.C, OCEANSIOE, CA 9205< l----+--+----------------f----+----1---+----I --------JVI • TEL: (760l 722-3495 FA.X: (760 722-9-490 t---D-A-TE--+-IN-,IT-IAL--+----------------+---t-----+-----<----1 104,lot CITY ENGINEER PE EXPIRES D,,_ i DWN BY: 1IM PROJECT NO. I DRAWING NO. DAT[ INITIAL DATE INITIAL CONSUL TING CIVIL ENGINEERING AND LAND SURVEYING ENGINEER OF WORK www.cornerstoneen .com REVISION DESCRIPTION CHKD BY: rlW CTH[R APPROVAL CITY ArPROVAL RVWD BY: MS 3899-1 DWG 416-5 053105 ~ en " ::,; " c-N i-i ~ ~ .. C 0 0 N :E " "' ·, '" (i) "' t-.) • 0 u "'' 0 -.a::-. I "-. __, 0:, -0 0,. !l' ,, / I en "' c,, " 0 / 0 / ro .. c-/ 0 ,- \ ' ,, \ ' \ ..... 2i X RE~ PORTION' OF EXIST CROSS GUTlER REMOVE EXIST CONC SIDEWALK 0 1 $ ( ( w > 0:::: Q r.:-X ,i ' <( N <( _j CL PLAN SCALE: 1" • 20' REMOVE EXIST AC PA"1NG \ I \ I \ erground Service Alert Can TOLL FREE 1-800 422-4133 lWO WORKING DAYS BEFORE YOU DIG X 1 $ ( t PLAN SCALE: 1" • 20' IMPORT ANT NOTICE THE SECTION 4216 / 4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT NUMBER CALL USA, 800-422-4133 I I I I OTE EA PROlECT EXIST -woou-· ______ _ LANDSCAPING 'O BACK 1 \OF WALK 1 ··· ,A',~'~£XIST k CONC SIDEWALK . . C ' ~--G) '"'R/W PROlECT EXIST GAS VALi/ES 20· I SEE GENERAL CIVIL NOTES SHT 2 PLAN KEY NOTES G) REMOVE EXIST PRIVATE CONC CURBING L=55 Lf± (TO BE REPLACED IN KIND SEE SHEET 4) ® SAWCUT EXIST CONC CURB @ SEE SHEET 4 FOR ADJUSTMENT TO EXIST FIRE HYDRANT & NEW FH LATERAL @ EXIST CURB TO REMAIN @ SAWCUT & REMOVE EXIST SIDEWALK TO NEAREST JOINT GENERAL DEMOLITION NOTES: 1. UNLESS OTHERWISE NOTED, ALL STATION CALLOUTS SHALL REFERENCE El CAMINO REAL STREET STATIONING. 2. UNLESS OTHERWISE NOTED, ALL STATION/OFFSET CALLOUTS SHALL REFERENCE TOP OF FACE OF CURB 3. REFER TO TRAFFIC SHEETS FOR DEMOLITION OF EXIST TRAFFIC SIGNAL IMPROVEMENTS, STREET LIGHTING IMPROVEMENTS, SIGNAGE & PAVEMENT MARKINGS. 4. REMOVAL OF EXISTING CURB & GUTTER ARE INCLUDED IN AREAS OF EXISTING CONC. PAVEMENT REMOVALS. 5. EXISTING CURB/CURB & GUTTER SHALL BE SAWCUT AT LOCATION INDICATED (UNLESS OTHERWISE DIRECTED IN FIELD) WITH REMOVAL OF SIDEWALK TO NEAREST JOINT PAST SAWCUT/llE-IN LOCATION INDICATED. 6. REMOVE ONE FOOT WIDE SECTION OF AC PAVEMENT (CLOSURE SECTION) FOR CONSTRUCTION OF NEW CONCRETE IMPROVEMENTS. 7. EXISTING TURF AREA WITH PRIVATE FACILITIES (IRRIGATION & ELECTRICAL). SEE PLAN KEY NOTE@ SHEET 4 6. SEE IMPROVEMENT PLANS (SHEET 4 & 5) FOR ADDITIONAL DIMENSIONS 1. DEMOLITION WORK ON THIS DRAWING DOES NOT INCLUDE ANY REMOVAL/DEMOLITION WORK ASSOCIATED WITH THE EXISTING STREET LIGHTING, SIGNAL OR SIGNAGE IMPROVEMENTS. 9. THERE ARE SEVERAL EXISTING EASEMENTS GRANTED TO THE CITY FOR DRAINAGE, UTILITY AND OTHER IMPROVEMENTS ALONG THE EASTERLY R/W OF EL CAMINO REAL AND CROSSING PLAZA DRIVE AT THE ENTRANCE TO THE CARLSBAD PLAZA CENTER. THE PROPOSED WORK SHOWN ON THESE PLANS FALL UNDER THE CONDITIONS PROVIDED BY SAID EASEMENTS. CONTRACTOR SHALL COORDINATE WITH SHOPPING CENTER MANAGEMENT FOR ANY AND ALL CONSTRUCTION RELATED ACTIVITIES IN THIS AREA. CONTRACTOR SHALL NOTIFY SHOPPING CENTER MANAGEMENT SUFFICIENTLY IN ADVANCE PRIOR TO STARTING CONSTRUCTION. 2. STREET LIGHTING AND/OR SIGNAL IMPROVEMENTS SHALL BE PROTECTED IN PLACE DURING DEMOLITION OF CIVIL IMPROVEMENTS. 3. CONTRACTOR SHALL COORDINATE DEMOLITION/CONSTRUCTION OF CIVIL IMPROVEMENTS WITH DEMOLITION/CONSTRUCTION OF STREET LIGHT AND SIGNAL FACILITIES. C. u C 0 20· SCALE: 1 "=20' 40' -·· -------~ I 1. ii GAS STA'/ION PLAN SCALE: 1" • 20' REMOVE 4<15 EXIST AC PA "1NG ---;\1"-¥50z; . ROAD ,JROO, -➔ o, I SH3EET I CITY OF CARLSBAD I SHEETS I t----+--t-------------------,1----t----t----+-----t ENGINEERING DEPARTMENT 18 t----+--t-------------------11----t----t----+-----t EL CAMINO REAL TRAFFIC SIGNAL IMPROVEMENTS CORNERSTONE BAKER~in~~Asi:~ l----+---+--------------+------l------l--1-----1 TEL, (661) 325-9474 DEMOLITION PLAN ENGINEERING FAX: (661) 322-0129 >-----+--+-------+----+--+--+-----! I I 2191 SOUTH EL CAMINO REAL, sunr 208 _A\$'-'-":C~O=-VE~±~---... ' --+~+c--"½,.....,......,s, ___ f+-,i...'--'-. ----,o/,./o,f-Lra.r.c. OC£ANS1DE. CA 92054 t----+--1""-7>:-:;-:.-:---=--;-;-;-,a=-;,-------------,..----+----t----+-----t CITY ENGINEER \fPE 'EXPIRES DAtE 1 1¥1 • lEL: (760) 722-3495 ',, TP FAX: (760) 722-9490 l--,,..,..,,-+.,,.,,,,-f--'-""--Cl""--'s.a.<""-''"---'-------------+---l--,-+---1---I DATE INITIAL [NGIN[[R OF WORK REVISION DESCRIPTION CONSUL TING CIVIL ENGINEERING ANO LANO SURVEYING www.comerstoneen .com DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ill!d I PROJECT NO. I DRAWING NO. CHKD BY: DW 3899-1 RVWD BY: MS DWG 416-5 053105 ,.. v; u. " u. .. N 0 N ,ii .. 0 C 0 " ..._ :E "' '-"' "' (,J Ci) • ~ 0 ~ 0 I -.,::-, "-, -a 01) -"' 0-.. ,- / v, I " " c,, n / b / "" .. ,- / 0 48 44 ~t; ·~ cuRb REJRN C ob46-;9~' I L:., 4=11 . i:4' a ..., ,Ii "'~ 0 U -"l z I-- U) I--·o ~ ii:: r--I--V) ~ ±i Ct:"' v X "' g--5_1") I l=' (!) f-----.-----<X) v .,...1::;; "4- ~I fr v N 4" ~ D cl, "' ~ .... ~u o-i ---~~4-% v <C <X) ,t--:;j'. ,. 4" v I'-' .,.; '-"'~- ~::; :;i: ~~ I -- 40 4.3§.% w \ \_"'EW TC '- I ~EXIST TC I I 10+0 0 10+50 SEE NOTE 1 PROFILE NE CURB RETURN MARRON RD 1 o· Underground Service Alert Call TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG SCALE HORIZ: 1" = 20' VERT: 1" = 5 ' GB= GRADE BREAK PLAN 0 20' 40' SCALE: 1"=20' IMPORT ANT NOTICE THE SECTION 4216 / 4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT NUMBER CALL USA, 800-422-4133 EG AT CL ~ MARRON RD 10+50 SEE NOTE 1 30' vc AT CL MARRON RD X w 11+00 PROFILE MARRON RD SCALE HORIZ: 1" = 20' VERT: 1" = 5' I 0 Ct: 5 Ct: 1--V) ~x ::; w 40 32 - CZ) CONSTRUCT 6" CURB (Rf;pLACE IN KIND) TO MATCH EXIST HORIZONTAL LOCATION. SET TOP OF CURB 6" ABOVE NEW BACK OF S/W. GRADES. L=34'± Q) RE-GRADE & RESTORE TURF, RELOCATE/ADJUST EXIST PRIVATE ELEC & IRR FACILITIES @) CONST DRIVEWAY PER SDRSD G-14A (MODIFIED AS INDICATED) WITH 6" CLASS II A.B. I I I \ r @ REMOV~ EXIST 6" AC FIRE HYDRANT LATERAL UP TO/NEAR EXIST 6" VALVE. LOWER & REPLACE EXIST Llt'JE WITH 6 C-900 PVC (DR-18), 3' MIN COVER PER CMWD SD-W12. SEE GENERAL CIVIL NOTE 14 (SHEET 2). @ ADJUST EXIST FlRE HYDRANT TO NEW ELEVATION (IN SAME HORIZ. LOCATION) PER CMWD SD-W12 (/) SAW CUTTING OF EXIST 6" ACP LINE SHALL NOT BE PERMITTED. PROVIDE ADAPTERS/SPOOL PIECES AS REQUIRED TO MAKE CONNECTION. @ CONSTRUCT 6" CURB (55 LF±) (REPLACE IN KIND) TO MATCH EXIST HORIZONTAL LOCATION. SET CURB TO NEW GRADES. @ NEW SIDEWALK SHALL BE PLACED ADJACENT TO EXISTING WALL. PROVIDE EXPANSION JOINT W/SEALANT BETWEEN SIDEWALK & WALL. @) NEW SIDEWALK LIMITS SHALL MATCH EXISTING LIMITS. 4" AC SEE GENERAL CIVIL NOTES SHT 2 \ GAS STATION R/W 8' 5.0' 5.5' S/W 34' CONST C&G PER SDRSD G-2 4" AC \ 34' I :~- IMPROVEMENTS 40 8" CL 2 BASE J COMPACTED TO 95% R.C. MARRON RD CROSS SECTION @ 11 +08 MARRON ROAD NOT TO SCALE . -- CUR~ REn1RN 52 48 . 4+.1 ' b./4=11.1 o· ' II ,._ . __Jw ' <("' '=· ·_WCD . "' w ,. 0::: a:: Ct: "' u I • 0 ~ "?Ow CX) <( (Il -:1' "eD-1;1;" P>-Z<n ;!;o:: u "~~(X) d ...,.<(_ o"&D ~u,-.: "' 0 u c:,-~""11-- rri 0::: ci I--~ __J + r--... I--WO coet:o ""? I N 6 _sC_+-. -L<l-'° ~ .... _::;o v r,. v ., '4 4" :i,.49~ .. '-I~ ~ <l ~-·.24% -- 44 o+oo SEE NOTE 1 SE CURB \' ~ NFW '" XIST C - --, j 0+50 PROFILE RETURN MARRON RD SCALE HORIZ: 1" = 20' VERT: 1• = 5' NOTES 1. CURB RETURN PROFlLES DO NOT INDICATE HANDICAP RAMP TOP OF CURB MODIFICATIONS. 2. PROPOSED GRADES ALONG NEW CURBING & CROSS GUTTER ELEVATIONS, CAN BE ADJUSTED IN THE FIELD, AS DIRECTED AND /OR APPROVED BY THE CITY OF CARLSBAD TO PROVIDE ADEQUATE DRAINAGE, SMOOTH TRANSITIONS, AND AS REQUIRED TO MEET EXISTING GRADES. 36 --- _J 0+50 SEE NOTE 1 & 2 PROFILE NW CURB RETURN MARRON RD o+oo SCALE HORIZ: 1" = 20' VER T: 1" = 5' PVI = POINT OF VERTICAL INFLECTION 0+50 SEE NOTE 1 & 2 PROFILE SW CURB RETURN MARRON SCALE HORIZ: 1" = 20' VERT: 1" = 5' CURB RETURN CURVE DATA CURVE LENGTH RADIUS DELTA TANGENT 1 47.53' 35.00' 77°48'06" 28.24' 2 59.91' 35.00' 98"04'42" 40.32' 3 47.31 ' 29.43' 92'06'47" 30.53' 4 46.97' 29.46' 91 ·22'11" 30.17' 1+00 RD CONTRACTOR SHALL COORDINATE CONSTRUCTION OF CIVIL IMPROVEMENTS WITH CONSTRUCTION OF STREET LIGHT & SIGNAL FACILITIES, SIGNAGE AND PAVEMENT MARKINGS. 1tOfE ;O en C60665 " * Exp i2•3/-o1 * J>. C/V\\. ,>--1r, OF CAL ,,o'P I SH4EET I CITY OF CARLSBAD I SHEETS I 1-----1-----/-----------------1-----+---+----+----i ENGINEERING DEPARTMENT 1 8 l-----1-----1-----------------1-----+---+----+----i EL CAMINO REAL TRAFFIC SIGNAL IMPROVEMENTS 2505 "U" STREET INTERSECTION IMPROVEMENTS "~rsni0· s'~~-•.'.;t; 1----+---+--------------1------+----+--+------i '-==E=L==C=A=M=l=N=O'==R=E=A=L==&===M=A=R=R=O===N:::::::::R=O=A=D====: FAX: (661) 322-0129 1----i----/-----------------1----+---+---+---t ~ ~ co CL :, CL ITT ITT m N ITT 0 053105 I C, :E (i) ~ _. 00 -°" I 0, - I .. I L•47.1ff 38 34 30 &~~ .ll.fi-H.~ J -·-- ~ 5 i ~~Q a.. -o+z ~ IX) oo:::E -H I -,...:~<( 'j:::" u f::? ,..: 0 u ,... ... ------4 -----· -------~-• +;:!:_, • i 0 + ~ · OcnLLJ -~--t . y ----~ ~-- CC?... 0 -··--~---j--., ··---"' <f - ''<l "'<l 1.15,C --- r----_4:z,; -\ --~-' -m I\ --"~' I<, EXIST TC ~--- 0+00 0+50 PROFILE NE CURB RETURN PLAZA DRIVE 30 •-- 0+00 SCALE HORIZ: 1" • 20' VERT: 1" • 5' PROFILE 0+50 SE CURB RETURN PLAZA DRIVE SCALE HORIZ: 1" • 20' VERT: 1" • 5' CURB RETURN CURVE DATA CURVE LENGTH RADIUS DELTA TANGENT Underground Service Alert Call TOLL FREE 1-800 422-4133 lWO WORKING DAYS BEFORE YOU DIG 1 47.18' 30.00' 90'06'43" 30.06' 2 46.69' 30.00' 8910"25" 29.57' 3 32.77' 50.92' 36"52'05" 16.97' IMPORT ANT NOTICE THE SECTION 4216 / 4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT NUMBER CALL USA, 800-422-4133 10' 0 SCALE: 1"=10' HOSP WAY HOSP WAY INTERSECTION IMPROVEMENTS SEE CONSTRUCTION NOTE AT UPJ R --- RIGHT REGARDING WORK ON PRIVI '""\_:-[ PROPERTY ON PLAZA DRIVE. \___ ---------MA EXIST CONST PED RAMP PER DETAIL H:-t!t-1-1 I I -----.. --·--_,/ (I) A TCH EXIST SIDEWALK A IGNMENT 160+33.86 62.4' LT CL RAMP S ALE: 1''=20' I I I SEE GENERAL CIVIL NOTES SHT 2 I CONTRACTOR SHALL COORDINATE CONSTRUCTION OF CIVIL IMPROVEMENTS WITH CONSTRUCTION OF STREET LIGHT & SIGNAL FACILITIES, SIGNAGE AND PAVEMENT MARKINGS. PLAN KEY NOTES (D CONST TYPE G CURB & GUTTER PER SDRSD G-2 (2) CONST 6" CURB PER SDRSD G-1 @ CONST COLORED STAMPED CONCRETE PER SDRSD SDG-112. COLOR & PATTERN TO MATCH EXISTING @ SET EDGE OF CONCRETE (LIP) 0.1' ABOVE GUTTER FL (5) CONST AC PAVEMENT 3" AC OVER 6" AGGREGATE BASE (SEE NOTE 2) @ EXIST GAS VALVES, ADJUST TO GRADE (BY OTHERS) t;}) :j!% MAX SLOPE IN ANY DIRECTION (SEE NOTE 2) @ CONSTRUCT SIDEWALK PER SDRSD G-7 @ SET CORNER OF CON\;RETE CROSS GUTTER A MINIMUM 6 CLEAR OF OUTSIDE FACE OF MANHOLE RIM w > 0:::: R 0 /I I \ ; ' <{ ; I ~ I ~ _J 0.... NOTES: IJ THERE ARE SEVERAL EXISTING EASEMENTS GRANTED TO THE CITY FOR DRAINAGE, UTILITY AND OTHER IMPROVEMENTS ALONG THE EASTERLY R/W OF EL CAMINO REAL AND CROSSING PLAZA DRIVE AT THE ENTRANCE TO THE CARLSBAD PLAZA SHOPPING CENTER. THE PROPOSED WORK SHOWN ON THESE PLANS FALL UNDER THE CONDITIONS PROVIDED BY SAID EASEMENTS • CONTRACTOR SHALL COORDINATE WITH SHOPPING CENTER MANAGEMENT FOR ANY AND ALL CONSTRUCTION RELATED ACTIVITIES IN THIS AREA. CONTRACTOR SHALL NOTIFY SHOPPING CENTER MANAGEMENT SUFFICIENTLY IN ADVANCE PRIOR TO STARTING CONSTRUCTION. c%} MATCH EXIST _,,,,, -.· 1)1"'" "". ~;:::::::,-":::::;::::v:::::::::::~~+ ~ 159+24.23 EC 159+19.40 77.51' LT-~ /\.~"' CL RAMP MATCH1// EXIST EL CAMINO REAL f------·----------- I ----------l-__ 1 .... 59 +oo---_-____ -_-_-_--_--_~1~58:+-.90 / _ IT CORNERSTONE ENGINEERING 5' 0 5' 1 O' DETAIL SCALE: 1 "=5' PLAZA DRIVE ISLAND / SH5EET I CITY OF CARLSBAD / SHEETS I 1----1----+----------------+----+---+----,'----j ENGINEERING DEPARTMENT 1 8 1----l----+----------------+----+---+-----1----1 EL CAMINO REAL TRAFFIC SIGNAL IMPROVEMENTS 2505 "M" STREET INTERSECTION IMPROVEMENTS 8 'i'i:~<~~·3~- 9 9~1°~ ~====~===:==========================::====:===::====:==~ '-=====-EL==C=A==M=IN=O====R=E=A====L=&=::::::=P=L=A=Z=A====D=R=IVE==:::: FAX: (661) 322-0129 ~ l---l--+----------------1----+--+----t---l APPROVED 2191 SOU1H EL CAMINO REA~ SUllE 208 l-----f--+----------------1----+---+----f---l TA r.c. OCEANSIDE, CA 92054 1-----,1---+-,.,--,,-.,,--,,:-:-;-;-:-=::-----------+----+---+----,1-----f 10/P, !0:1 ,, DATE' 11 VI • TEL: (760) 722-3495 1 ",4 fj LI/L.T /I FAX: (760) 722-9490 l---=-c-c:=-l--c;;c-;---f-"...._~__.c:::_.e<L,e:L_ __________ f--_-+_--,--+-_--,I--_-J DATI: INITIAL CONSUL TING CIVIL ENGINEERING AND LAND SURVEYING ENGINEER OF WORK www.cornerstoneen .com REVISION DESCRIPTION CITY ENGINEE EXPIRES OWN BY: ,IM PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DW 3899-1 OTHER APPROVAL CITY APPROVAL RVWD BY: MS DWG 416-5 053105 r u, CL " CL "' N ,;; "' ;; " C 0 0 N '--:E "' '-m m 0, (i) • 0 ~ N 0 -.a:::., I a. -I 00 -0 0, "' " ~ / I u, " (1'I " 9 5 / en ., ~ / 0 TRAFFIC SIGNAL GENERAL NOTES 1. The location of all underground utilities on these plans is approximate. this plan. and verify all )Ob site conditions. The contractor shall determine the depth of all utilities, including those not shown on 2. The contractor shall obtain all necessary permits and notify all utility agencies at feast 48 hours in advance of construction. 3. All new pull boxes and covers shall be concrete unless otherwise shown. Pull box covers shall be marked with "TRAFFIC SIGNAL". All pull boxes shall be No. 5 unless otherwise specified. Maximum pull box spacing shall be 200 feet. 4. All conduit shall be 3" unless otherwise specified. 5. Alf traffic signal pole foundations shall have a 3" conduit installed to the adjacent No. 5 pull box. stubbed out to the adjacent No. 6 puff box for future use. The controller foundation shall have a spare 3" conduit 6. Alf new loop detectors to be Type "[". Loop_ detectors shall be 6' diameter with 10' spacing and positioned in the center of lane unless otherwise shown. Front loops sfla/1 have five (5) turns. Alf other loops shall have three (3) turns. Loops shall be sealed using hot-melt rubberized asphalt sealant per Ca/trans specifications. See Ca/trans Standard Plans [5-5A and [5-58 for detector legends and details. 7. All signal heads shall be 12• in diameter with back plates. All red, yellow, green and pedestrian signal indications shall be L.[.D. 8. Pedestrian heads and push button signs shall be international symbols. Pedestrian signals shall be Type "A", L.[.D. Pedestrian push buttons shall be 2" ADA. 9. Luminaire and I.I.5.N.5. shall have Type IV P.E.C. 10. Anchor bolt nut covers shall be provided for all standards. 11. Sign panels for the internally illuminated street name signs shall be fabricated using prismatic , cube corner, refiectlve sheeting (Diamond Grade or equivalent). 12. The .contractor shall be r!Jspqnsible for the layout and installation of (if necessary) loop detectors, traffic striping, pavement markings and legends, parl<,ng removal and traffic sIgn1ng shown on "these plans. 13. The contractor shall obtain approval of the Public Works Director or his representative for (if necessary) 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. 14. The contractor shall be responsible for the removal of all conflicting striping and pavement markings by grinding. 15. Alf traffic ftripina. and markings within a 500 foot perimeter of the construction project shall be restored to a "like new" condition, in a manner meeting the approval o /He C:1ty Inspector. 16. 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. SR-78 EB OFF-RAMP " ' ,.·1 11 I I , I 11 ". \' , I 11 11 1 , 11 ' \ I 11 T 11 11 17. Flashing signal operation shall be red on all phases. Pedestrian signals shall be blank during flashing operations. Alf traffic signal improvements shall be installed in coordination with the signing and striping contractor. W. VISTA ' '' 18. 19. , /. 11 I I The contractor shall be responsible for any monumentation and1 or benchmarks which are disturbed or destroyed by construction. Such points shall be WA y " " 20. 21. 22. 23. 24. be referenced and replaced with appropriate monumentation bY. a licensed land surveyor or registered civil engineer authorized to practice land surveyjng. , , , , 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 Land Surveyor's Act. ---.::: " " 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. , , , , The conductor ~chedule is furnished as an installation guide only. ft shall be the contractor's responsibility to provide the correct conductors required for ,:;3 " " ,ntended operation. ~ " 11 The contractor shall coordinate service details and scheduling with SDG&[ and pay the required fees for service connections. ,v " " ~ 11 II Alf salvaged equipment shall become the property of the contractor. , , ' 0 ii ll Alf conduit in street shall be jack/bored (no trenching) unless otherwise approved. " " z 'I i,,-,( 11 11 ~ i\ I\ ~ 11 II u 11 ii ,-:l ~ II 11 11 11 11 PLAZA DRIVE .~ L j r SIGNING & STRIPING GENERAL NOTES 1. The contractor is responsible for all signing and striping. 2. Signing, striping and pavement markings shall conform to the latest Federal Highway Administration (FHWA) and Manual on Uniform Traffic Control Devices (MUTCD) 2003 edition as amended by the MUTCD 2003 California Supplement, Cal trans Standard Specifications ( July 2002 or latest version thereof), these plans and the special provisions. 3. !',fl signi{lg and striping is subject to the approval of the Public Works Director or his representative, prior to 1nstatrat1on. 4. Ary deviatipn from these signjng and. striping plans shall be approved by the Engineer of Work and Public Works Director pnor to any change ,n the field. 5. All signing and striping shall be reflective per Ca/trans Specifications. Striping shall be repainted two weeks after initial painting. Signing shall use encapsulated lens reflective sheeting (High Intensity or equal). 6. Prior to final acceptance of street improvements, all street striping and markings within a 500' perimeter of the construction project will be restored to a "like new" condition, in a manner meeting the approval of the City Inspector. 7. [xa_ct /ocat_ion of striping and stop limit lines shall be approved by the Public Works Director or his representative prior to 1nstaf/at1on. 8. Contractor shall remove all conflicting painted lines, markings and pavement legends by grinding. Debris shall be promptly removed by the contractor. 9. Alf pavement legends shall be the latest version of the Ca/trans metric stencils. 10. Limit lines and crosswalks shall be field located. Crosswalks shall have 10' inside dimension unless otherwise specified. 11. Alf cr9sswalks, limit fines, stop bars, pavement arrows and pavement legends shall be thermoplastic unless otherwise specified. 12. Fire hydrant pavement markers shall conform to the latest Federal Highway Administration (FHWA), Manual on Uniform Troffic Control Devices (MUTCD) 2003 edition as amended by the MUTCD 2003 California supplement and San Diego Regional Standard Drawing M-19. 13. All median noses and flares shall be painted yellow. 14. All signs shall be standard size as shown in the Federal Highway Administration (FHWA) and Manual on Uniform Traffic Control Devices (MUTCD) 2003 edition as amended by the MUTCD 2003 California Supplement unless otherwise specified. 15. Sign posts shall be square perforated steel tubing with breakaway base per San Diego Regional Standard Drawing M-45. 16. IAnien a sign is attached to a pole, it shall be mounted using a standard city mounting bracket with straps. 17. Existing s[g_ns removed by the contractor shall be delivered by the contractor ta the City of Carlsbad Public Works Yard at 4a5 Oak A venue. 18. Alf signs shown on these plans shall be new signs provided and installed by the contractor except those signs specifically shown as existing to relocated or to remain. \:\ SHEET 9 '\ NOTE: IF THESE TRAmC SIGNAL PLANS AR[ NOT INSTALLED WITHIN ONE (1) YEAR OF CITY APPROVAL, THE PLANS MUST BE RESUBMITTED FOR PLAN CHECK NINETY (90) DAYS IN ADVANCE OF BEGIN CONSTRUCnON DA TE. NO WORK SHALL BEGIN ON TH[ TRAFFIC SIGNAL WITHOUT PRIOR WRITTEN APPROVAL BY THE CITY ENGINEER. , ._ I ' " '' LOCATION MAP NOT TO SCALE /\ SHEET 7 No. 59366 Elp. 00/YJ/ol 2251 SAN DIEGO AVE, SUl1E A270 SAN DIEGO, CA 92110 (619) 683-2933 FAX: (619) 683-7982 KOA JOB NUMBER: JA2566 "AS BUILT" P.E. ___ _ EXP, ___ _ REVI WE BY: b L 1 a r. , So',~ t) ;;~---) INSPECTOR T-E DATE l---+--+---1/.--' -------+--+--1---+-----II SH6EET I CITY OF CARLSBAD [sHm78 ENGINEERING DEPARMENT l___!U ====='---'================='...'.==~ EL CAMINO REAL AT: DA TE INtTIAL ENGINEER CF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL PLAZA DRIVE, MARRON ROAD &HOSP WAY APPROVED DWN BY: CHKD BY: FIELD BY: PROJECT NO. 3899-1 DRAWING NO. OWG 416-5 053105 ,-. '" 0 0 0 I~ () ~-( u :e •I· c:i 0,. (i) I •I 0 N I -~ CJ, C -0, -(') < 0-u I, I I I 0, ' . I ,.o ,:o ·_;) '~ ., ' ., " V LOC. MAST ARM MAST ARM SIG. LUM. 19-3-80 30' 15' 29-5-~0 55' 15' POLE SCHEDULE TRAFFIC SIGNALS PED SIGNALS MOUNTING INDICATIONS MOUNTING MAS 4-12" R, Y,G,GA) 3-12" (RA,YA,GA) SP-2-T SV-2-TA 3-12" (R,Y,G) MAS 3-12 RA,YA,GA 2-MAS 3-12" R,Y,G 3-12 R,Y,G SP-2-T SV-2-TA 3-12' R, Y,G MAS 3-12" (R, Y,G,GA) LUM IN AIRE PLACEMENT A B C 250W HPS 8.5",-,6.5" 250W HPS 13",-,5.3" 1.1.S.N.S. El Com lno Real Hosp Woy a:: ' ' 19-3-80 30' 15' 3-12" (R,Y,G) SV-2-TA 3-12" RA,YA,GA SP-2-T 250W HPS 16.9",-,3.B" El. Camino Real 30'-++--it--30''-I, -t--1 l-t----1t-:-, MAS 3-12 RA,YA,GA 29· 5· 9/J 2-MAS 3-12" 20· -l--f---H-20' 0 R,Y,G 2! I II 50' 15' 3-12" R,Y,G SP-2-T 250W HPS 8.1",-,4.4" Hosp Woy 1-,----25' l---lll---15' SV-2-TA 3-12 R YG NOTES; I 1. ALL EQUIPMENT NEW. 2. CONTRACTOR SHALL POT HOLE POLE FOUNDATION PRIOR TO ORDERING POLES AND MAST ARSMS. 0 0 0 ~ DETAIL "B" ALL LENSES SHALL BE (NO SCALE) 12" ~ NO U TURN R61-5.1 R73-2 ,!/'!J. ----------- .#S ?.fJ: r CB INSTALL 2• C, -.J-DLC 4 6' ----p \\ 15' SEEi DETAIL •e• \ 10· • 49' -- 63' EXIST.1"c::, INSTAU. 3-01..C DETECTOR SCHEDULE EXIST 1•c;_,_OLC INST}.\.b._ ..- UETECTOI PHASE SLOT FIELD NUMBER NUMBER TERMINAL 1 2P 2 2P 3 2P PPB 2P PPB 4P PPB 6P PPB BP EVA 2+5 EVB 7 EVC 1+6 EVD 8 12U 12L 13U 112U 112L 113U 113L J12U J13U J12L J13L T2 -5&6 T2 -7&8 T2 -9&10 T8-4 & COM 6 T8-5 & COM 6 TB-7 & COM 9 T8-8 & COM 9 T9-4 & COM 6 T9-7 & COM 9 T9-5 & COM 6 T9-8 & COM 9 INSIAfLi"C., S,UB OUT s---- r.;;;JEXIST. ~LOOPS 62' 63' FLASH -114U T8-10 & COM 12 CONSTRUCTION NOTES: [I] - -R/W 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 HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED 'MTH 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 TYPE 225 CONFLICT MONITOR UNIT. AN UNINTERRUPTABLE 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 (CLARY SP 1000 SERIES OR APPROVED EQUAL). BATTERIES FOR THE UPS SHALL BE HOUSED IN NEMA 3R RATED CABINET MOUNTED TO THE SIDE OF THE MODEL .3.32 CABINET PER CAL TRANS _ ,,_,S-P_E_CI~__,-_____ _,,---~ ~-----~----..,-----.___,,-- EXISTIA/6 TYPE Ill-BF SE.RV/Ct: ENCl.0$0/U: --..__,-._"'!:l'-':'!~~"""ll'5l<~m~~'efflai1:aR;illil!i'!.Raallil!l1::E:'!lal;;;;;i.!:ea,mi11~RaaEE118!$'!!l!l!!l=e:aEffl=1t1teiill!el!I m EXISTING ~~SERVICTP~r:-·____,_ __ _J ___ _J-_ ____r--_ ____._ _ __.,. __ m INSTALL VIDEO DETECTION SYSTEM TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR MOUNTED IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON THE LUMINAIRE MAST ARMS AND ALL NECESSARY WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE EDGE OR APPROVED EQUAL. @] INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL, MOUNTED ON A ASTRO MINI-BRAC AB-121 OR APPROVED EQUAL). [[I !Re! EXISTING PULL Box. [zJ INSTALL 3" MT CONDUIT ON ALL CROSSINGS. ~ !sci PULL BOX. EXISTING 1· CONDUIT. INSTALL NEW DLC. CONNECT TO CONTROLLER. [2] INSTALL TYPE IV THERMOPLASTIC PAVEMENT ARROW PER CALTRANS sm PLAN A24A. DIRECTION AS INDICATED. !101 INSTALL 3"C., AND SIC TO NEW CONTROLLLER CABINET ON N/W CORNER OF EL CAMINO REAL AND MARRON ROAD (APPROXIMATELY 1030'). [TI] !Rsl EXISTING TRAFFIC SIGNAL EQUIPMENT: CABINET, POLES, MAST ARMS, SIGNAL HEADS, PULL BOXES AND ALL ATTACHED EQUIPMENT TO BECOME PROPERTY OF CONTRACTOR. REMOVE EXISTING POLE FOUNDATION TO 30" DEPTH AND BACK FILL. REPAIR SIDEWALK AND/OR PARKWAY TO THE SATISFACTION OF ENGINEER. 12' 12' EXIST. 1''C., INSTAU. 3-DLC 12' 3' A9LJ~-,.----f - LOOPS -- SCALE 1 "=20' 0 20 -,...._...;_ --w .i.c~ ---------~--- 0 . AB ....r -i--t------t-II 0 [TI]- EVB 14' 1 • 40 12 lYISTI//IG Ct?ND!J/T.4Nt) C{Jl'{!JIJCliJtf 7i1 Sf,itJc fl,;lt,'ffCOORDINA TE SERVICE WORK WITH SDG&E (STEVE CAMPBELL) (858) 636-3955. __,,... ___ _J---_ _}'--________,...___~ I I I EXIST. R2/30 .... -I -< ~ §9 ~ ~ §] ~ WORK TO BE DONE: THE IMPROVEMENTS CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE PLAN AND: 1. The City of Carlsbad Special Provisions. 2. California Dept. of Transportation Standard Specifications (July 2002 or latest revision thereof). 3. California Dept. of Transportation Standard Plans (July 2002 or latest revision thereof). 4. Federal Highway Administration (FHWA) and Manual on Uniform Traffic Control Devices (MUTCD) 2003 edition as amended by the MUTCD 2003 California Supplement. 5. Standard Specifications for Public Works Construction (2003 Edition or latest revision thereof). GENERAL NOTES: SEE SHEET 5 THIS PLAN SET. SOG&E VAULT BOX SER\/ICE POINT ~ W.5T/N6 ll1ErEI? ?e1JLJ8?:4L 1 1 4 •'1-i;;;-d,:.::,,.JAB LOOPS LEGEND: VIDEO DETECTION ZONE A B BCR DETAIL "A" TYPICAL POLE PLACEMENT INSTAU. J"C., 6PR #20 SIC 12' EL f6(BIKE) ss EL4 "' bf <> o No. 59366 w ~ "' u,. rJ,/YJ/07 CAMINO REAL CONDUCTOR SCHEDULE AWG SIZE p POLE CONDUIT RUN NUMBER H 6-..+ 7.6 OR A OR ffi ffi & ¼ CABLE TYPE ~ CIRCUIT /4, CABLE POLE - A ---1 /1 1 1 fi POLE - B -2/2 --2 '2 3c . POLE -C 2/2 2/2 2 2 0 --=> 0 POLE -D --2/2 -212 ~ " ... 12c 19' z CABLE TOTAL CABLES -3 CON/12 CON 2/2 4/4 2/2 1 /1 717 #12 IISNS 2 2 2 2 2 #10 LUMINAIRES 2 2 2 2 2 TOTAL 4 4 4 4 4 ~VIDEO 2+¢! POLE - A ---1 /1 1 /1 <= COAX ¢7 POLE - B -1 1 --1 /1 µ (BELDEN ¢1+¢6 POLE -C 1 /1 1 1 --1 /1 ~ 8281) 08 POLE - D --1 /1 -1 /1 VIDEO ~ POWER (3#16) TOTAL VIDEO 1 /1 2/2 1 /1 1 /1 4/4 02+0! EVA -1 --1 07 EVB 1 1 --1 EVPE {111 +116 EVC --1 1 1 (3#20) {118 EVD ---1 1 TOTAL EVPE 1 2 1 2 4 DETECTOR {112 ADV LOOPS --3 3 3 LOOP ¢7 ADV LOOPS - ----CABLE TOTAL DLC --3 3 .3 6PR/120 SIC INDEPENDENT CONDUIT CALLED OUT ON PLAN CONDUIT SIZE 2-3" 2-3" I 2-3" 2-3" 2-3" "' -· PHASE DIAGRAM 111 {112 ¢3 ¢4 '--,-NOT NOT ~ USED USED <I---!> ¢5 ¢6 "!1 \ '\ 1! <I---!> -_/ - PHASE SEQUENCE I 1+5 ~ ~:: ~ 2+6 H SEQUENCE WITH CALLS ON ALL PHASES E-1 "AS BUILT" • 9 24 04 DATE P.E. ___ _ EXP, ___ _ VIDEO DETECTION CAMERA 2251 SAN DIEGO AVF., SUITE A270 SAN DIEGO, CA 92110 REVIEWED Y: b\A.O:N: s-ii, w MASTARM MOUNTED SIGN E. V.P.E. DETECTOR ABANDON. EQUIPMENT TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. RELOCATE EQUIPMENT. it' REMOVE AND SALVAGE EQUIPMENT. INSTALL CONDUIT INTO EXISTING PULL BOX. 1rtlSTALL Pl.ill BOX IN EXISTING CONDUIT RUN (619) 683-2933 FAX: (619) 683-7982 KOA JOB NUMBER: JA2566 INSPECTOR @M rrJ ~ 1---t---+------------+--+---+--+----i SH7EET CITY OF CARLSBAD 8 ENGINEERING DEPARMENT DATE INITIAL REVISION DESCRIPTION OAlE ENGINEER Of WORK INITIAL DAlE INITIAL OTHER APPROVAL aTY APPROVAL ~==-.::::===============:'...'::::::~ TRAFFIC SIGNAL PLAN FOR: DWN BY: CHKD BY: FIELD BY: EL CAMINO REAL AND HOSP WAY 3899-1 DRAWING NO. DWG 416-5 053105 0 =E ...... G) ., 0 ' ,. c.( -.r:=a. " -~ oc, -' " 0,. C ' 0 C I r 0, ,. " > ~ n ,, " ~ ~ ~ " C, ~ n ' ~ ,,,,. OJ A6. POLE SCHEDULE MAST ARM I TRAFFIC SIGNALS PED SIGNALS PPB LOC. MAST ARM IM"' INTIJIIG PHASE PHASf LUMINAIRE SIG. LUM. INDICATIONS MOUNTING QUAD 0 MAS 3-12 RA.YA.GA /4 1/, /4 61-5-129 60' 15' 2-MAS 3-12" R,Y,G) 250W HPS 3-12" R Y.G) SP-2-T SV-2-TA 3 12· RA,YA,GA p 8 ® MAS 3-12" (RA,YA,GA) 26-4-80 40' 15' MAS 3-12" (R,Y,G) SP-1-T 4P w 2P 250W HPS SV-1-T 3-12" (R,Y,G) © 3-12" (RA,YA,GA) TYPE 1-A --TV-2-T SP-1-T 2P N 4P - 3-12" (R,Y,G) 0 MAS 3-12"" RA,YA,GAI 1% X % 61-5-129 60' 15' 2-MAS 3-12" R,Y,G) 250W HPS 3-12" RA.YA.GA] SP-2-T SV-2-TA 3-12" R,Y,Gl p p 0 MAS 3-12·· RA,YA,GA % % % 24-4-B0 40' 15' MAS 3-12" R,Y,G) SP-2-T 250W HPS 3-12" RA,YA,GA] SV-2-TA 3 12· R.Y.G) BP 8 ~QlESi 1. AU. EQUIPMENT IS NEW UN~S OTHERWISE SPECIFIED. 2. CONTRACTOR SHAU. POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. PHASE DIAGRAM lf>1 ¢2 lli3 lli4 -', ti -r <>---C> 115 1116 lf>7 \ lf>B _/ <>---C> --R73-5 PLACEMENT 1.1.S.N.S. A B -7.5' -5' 9' - -17' -12· C 8' Marron Rd 4' El Camino Real 4' - 4' Morron Rd 4' El Camino Real DO NOT BLOCK INTERSECTION R66 NOUTURN R73-3 t: 6 . D , PHASE SEQUENCE i 1+s ~ ~:~ ~ 2+6 H 3+7 ~ ~:~ ~ 4+8 I SEQUENCE WITH CALLS ON ALL PHASES CONSTRUCTION NOTES: 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 HAVE A PULL-OUT INST ALL 3•c., 6PRf20 SIC J,l'JJ. - --- ------------- - - 12· l ' 12' DOCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, _ .... _ ~-. ~~~R~~JE~s~iM~~~~~· i::D:,L~~E MfgiiA 2~6g1L E1~~~s~~~g~A~i~ioiH~Ro~~MM~~~L J;lE D2u2~L _-j/. ~A~~i=-~10;· ~!5L.-.. -·· -: ~;l~_-___ ll.i,1 ··,~,11 CONFLICT MONITOR UNIT. AN UNINTERRUPTABLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CABINET =' - 10 _--..,., -r""' ~ r .....,",.,-' _ ...-'In USING A SWING-AWAY MOUNTING. THE UPS SHALL BE CAPABLE OF PROVIDING A MINIMUM OF EIGHT HOURS /• LOOPS ,.... I -. -• OF RED FLASH OPERATION (CLARY SP 1000 SERIES OR APPROVED EQUAL). BATTERIES FOR THE UPS SHALL cY' BE HOUSED IN NEMA 3R RATED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CALTRANS ___ 186'-T&--------7 SPECIFICATIONS. ·-r---, X-WAL.K f2 r--,~ ~ /,114 W4t-eAIC'!6b'S"EA; A//10,0/Z ELJ 4L t./,#/1,/t/A,I {'4,5/,(/E/' l'E,,f' SlJGE, c R&Pt/lRf'/IIPIT$ rOA' c4C.4' /.-VTEA'J'a"P',:2,1,' --r.;;J ..- ' I I \ \ I \ ~ 11vsr11 ws1<7,,v,llctz1U11T1NG5"6f!V/CEl"t1REt011111111JR~Al/Ar4R-ea11-e1JA.ouo1:cc-"N1#.?;f'E,4c/.,;,z,;,,z:,4,!JA'/I/E 1 •2 L-_::-.=J-1 2' -Aooe,/ Lr----~ C(Jllllf'4CllJR !/41.~'_,, 30ll_-!,1ff/<1£4L)dl, Ti'.R&ME//A'f;f/M·/. ~ II.?. '6},M :-,f,,Pe,t).e~ ~4f] '1),/-:;;J,;::r,Vi§, AB t2 r---J ~::.---.12' --P_ c ~,_,,2 u., __ .::... 0 INSTALL VIDEO DETECTION SYSTEM TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHE !J/(!?J,/i61? LOOPS L---_ AS SHOWN, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR MOUNTED IN THE CONTROLLER =--.j-.-+,·---1--. d'.)''1 ,,01 ---... # a-- CABINET, VIDEO DETECTION CAMERAS MOUNTED ON THE LUMINAIRE MAST ARMS AND ALL NECESSARY r----, 12' 112 r--' WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE EDGE OR tl2 L---..J . ,2(BIKE) ~ ALI< L--~ 0 :;:~~E;IN::~~~HANNEL EMERGENCY VEHICLE PRE-EMPTION (EYPE) DETECTOR UNIT (3M OPTICOM MODEL · .--. ----_}' rc-··cl•·,=-:~~--~~-_:-:: c= -."l -'-I_ ~;~·-cl.1=1=~-=-~r5f~Jl -~1-----" 711 OR APPROVED EQUAL MOUNTED ON ASTRO MINI-BRAC AB-121 OR EQUAL). ~-~---,=-,-------------=-:::112 .,-,~ -_.: ___ - 0 INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE PER CAL TRANS UNIFORM SIGN CHART AS NOTED ON PLAN. ~ !Rs! EXISTING TRAFFIC SIGNAL EQUIPMENT: POLES, MAST ARMS, SIGNAL HEADS, PULLBOXES, AND ALL ATTACHED EQUIPMENT TO BECOME PROPERTY OF CONTRACTOR. REMOVE EXISTING POLE FOUNDATION TO 30" DEPTH AND BACK FILL. REPAIR SIDEWALK AND/OR PARKWAY TO THE SATISFACTION OF THE ENGINEER. [I] !AB! ALL EXISTING LOOP DETECTORS. !AB! ALL EXISTING CONDUIT, UNLESS OTHERWISE NOTED ON PLAN. !Rel ALL EXISTING PULL BOXES COMPLETE. REPAIR SIDEWALK, PARKWAY, AND/OR STREET TO THE SATISFACTION OF THE ENGINEER. ~ !Rel EXISTING CABINET AND ALL EQUIPMENT TO CITY YARD. REMOVE FOUNDATION COMPLETE AND BACK FILL. REPAIR SIDEWALK AND/OR PARKWAY TO THE SATISFACTION OF THE ENGINEER. . [!] REMOVE CONFLICTING STRIPES AND OR PAVEMENT MARKINGS BY GRINDING. ~ INSTALL 12" THERMOPLASTIC WHITE CROSSWALK OR LIMIT LINE PER CALTRANS STD. PLAN A24E, 11' ON CENTER. [!TI !Bc! INSTALL 2" sic CONDUIT IN NEW NO. 5 PULL BOX. REMOVE EXISTING sic. CONTINUE sic RUN TH1ROUGH EXISTING CONDUIT TO CONTROLLER AT MARRON ROAD AND CINEMA WAY. AS INDICATED. @] @] ~ ~ [i!l INSTALL NO. 6E PULL BOX. INSTALL 6PRH20 SIC FROM MARRON ROAD TO CONTROLLER AT CINEMA WAY. SEE SHEET 7 THIS PLAN SET SIC CONNECTION TO TRAFFIC SIGNAL CONTROLLER AND CABINET AT EL CAMINO REAL AND HOSP WAY. (APPROX. 1030') SEE SHEET 9 THIS PLAN SET FOR SIC CONNECTION TO TRAFFIC SIGNAL CONTROLLER AND CABINET AT EL CAMINO REAL AND PLAZA DRIVE. (APPROX. 65QEI) INSTALL 3"C., MT ON ALL CROSSINGS. ---=---R/W LEGEND: r----, VIDEO DETECTION ZONE L---..J ~ §g .... VIDEO DETECTION CAMERA MASTARM MOUNTED SIGN ( E.V.P.E. DETECTOR ABANDON. EQUIPMENT TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. RELOCATE EQUIPMENT. @] CONTRACTOR TO INSTALL 3"C., AND PULLROPE Tb SDG&E SERVICE POINT. (TRANSFORMER /I D 3695267090) CONDUCTORS §g ~ el ~ REMOVE AND SALVAGE EQUIPMENT. [i!l I!!] ~ ~ BY SDG&E. CONTRACTOR TO COORDINATE SERVICE WORK WITH SDG&E (STEVE CAMPBELL) (858) 636-3955. INSTALL CALTRANS STANDARD STRIPING, DETAIL 9. INSTALL CALTRANS STANDARD STRIPING, DETAIL 38. INSTALL CAL TRANS STANDARD STRIPING, DETAIL 22. INSTALL CAL TRANS STANDARD TYPE IV (LT) ARROW. INSTALL CONDUIT INTO EXISTING PULL BOX. INSTALL PULL BOX IN EXISTING, CONDUIT RUN. 8 RC • .. ( ·--.:f-.....l.'-.. .JL "·--" ' 17' ,:, ~1' ' I I I I 3 12' 1 • 20 I I I 1NEMA WAY EXIST. 1.5"C., INSTALL 6PR#20 SIC EXIST. 1.5'C., INSTALL 6PR#20 SIC EXIST. 1.5"C., . INST ALL 6PR#20 SIC A9L.J.-- 9 1QL-4-~ I I I II / R66 /-I -il-+-i /, L-~-[i!l is,tt WORK TO BE DONE: THE IMPROVEMENTS CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1. The City of Carlsbad Special Provisions. 2. California Dept. of Transportation Standard Specifications (July 2002 or latest revision thereof). 3. California Dept. of Transportation Standard Plans (July 2002 or latest revision thereof). 4. Federal Highway Administration (FHWA) end Manual on Uniform Traffic Control Devices (MUTCD) 2003 edition as amended by the MUTCD 2003 California Supplement. 5. Standard Specifications for Public Works Construction (2003 Edition or latest revision thereof). CONDUCTOR SCHEDULE GENERAL NOTES: p CONDUIT RUN NUMBER SEE SHEET 5 THIS PLAN SET. · DETECTOR SCHEDULE 1ETECTOF PHASE SLOT NUMBER NUMBER PPB 2P 112U PPB 4P 112L PPB 6P 113U PPB . BP l13L EVA 2+5 J12U EVB. 4+7 J13U EVC 1+6 J12L EVD 3+8 J13L FLASH -l14U ~~1Alftut;i,1,1jtf(SIGNAL) 2112 inSNS) FIELD TERMINAL TB-4 & COM 6 T8-5 & COM 6 TB-7 & COM 9 TB-8 & COM 9 . T9-4 & COM 6 T9-7 & COM 9 T9-5 & COM 6 T9-8 & COM 9 TB-10 & COM 12 AWG SIZE H POLE OR A OR /,\ CABLE TYPE ~ CIRCUIT CABLE POLE -A - :; 3c POLE -B 1 /1 0 POLE -C -z 12c POLE -D - CABLE POLE E - TOTAL CABLES -3 CON/12 CON 1 /1 #12 IISNS 2 #10 LUM IN AIRES 2 TOTAL 4 •u~ POLE A COAX POLE -B 1 /1 _ ~BELDE 281 POLE -D - POWER POLE - E - (3#16) TOTAL VIDEO 1 /1 •2+1& EVA - EVPE 04+0 EVB 1 3#18 \&1 +1116 EVC - •3+\&! EVD - TOTAL EVPE 1 08 ADV LOOPS 2 DLC TOTAL DLC 2 6PR.1120 SIC - CONDUIT SIZE 3" h\ & ~ & Is\ A la\ -· 2/2 ----2 2 1 ,'.1 1 /1 ----1 J 1 . 1 /1 171 - ---1 /1 --2/2 212 212 -2/2 -----2 2 2/2 1 /1 4/4 212 2/2 2/2 2 2 8/8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 1 /1 -1 /1 1 /1 1 /1 ----1 /1 --- ---- --1 1 1 /1 1 /1 -1 /1 1 /1 212 1 1 1 /1 1 /1 3/3 -1 ----1 1 1 ----1 --1 1 1 -1 -----1 - 1 2 1 1 1 1 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ---1 1 1 3•· 3" 3" 3" 3" 3" 2-3 Sp SDG&E TRANSFORMER D3695267090 NOTES: 1. AU. CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. - --------- INSTAll J"C 8PR#20 SIC., EL CAMINO To· -t-+---_ REAL INSTALL J"C 6PR#20 SIC R/W -----s· 12' 12' 63' 71' 12' 12' ·~,' ,,8 ,_, ' 12· 64' 52'-- 12' i!! ,c ' -· ---Cl ,---~-------t.-. , ti(! ---------.J. -- @] r----, LOOPS L tie -----J -r----1~·ro L , tit! -X-W~~-_::;, ---J -------------"➔--·--···- <:: ] --:--~~--~ -~:=-~---:._ --~-:~. ~~ .:~:-.~~-__ -_ -~-------===::-: _ _: __ --s·-~.t-c-1-_ - ----- -J-····-... 0- --. ;~-j}l EXIST. SDG&E TRANSFORMER ' l!"--,IW..... . ---··CJ,- f?"c, 3# a (S!GN,4LJ, 'l#/'2({JSJ\IS) 2 lt/0 (L/61117#6) T/J S!tJ/11/PL C'OAITA'i'h'ER t'AI .51111 t'OAIRAIM OF EL C'!JA#;f/0 !?E.4 L .4AIL7 17L4?A 0/rl/lE 5 w A B BCR DETAIL A: SIGNAL POLE LOCATION N.T.S. ,··Ill-+ 3"Ct?Al.4:1//T &-, SERVICE POINT IL-1 1 :I ~ : ~I ttt_ -1 A LO 18 .a fB 12' 17" SCALE 1''-20' 10 0 20 40 VESS10 . tiELAQ No. 59366 <--::o [xp. 11,/'JJ/07 . 2251 SAN DIEGO AVE, SUITE A270 SAN DIEGO. CA 92110 (619) 683-2933 FAX: (619) 683-79B2 KOA JOB NUMBER: JA2566 E-2 "AS BUILT" DATE P.E. ___ _ EXP. ___ _ REVIEWED BY: bun., J , So1 • P/4) INSPECTOR l---+--+------------+--+----+--+-----11 SHaEET I CITY OF CARLSBAD ~8 ENGINEERING DEPARMENT ~ :::::=:::=::'..================:....::::==='. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHl1ft APPROVAL · CITY APPROVAL TRAFFIC SIGNAL PLAN FOR: APPROVED DWN BY: CHKD BY: FIELD BY: EL CAMINO REAL MARRON ROAD PROJECT NO. 3899-1 DRAWING NO. DWG416-5 053105 0 =E ' 0) G) ?.": 0 ' I -~ r « ,L _, " 0) -C 0,. ' " C ' I 0 C c,, c ,. u " " 0 " ' u c u " C ,. 0 " C ' OJ 0 CONSTRUCTION NOTES: 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 HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER 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 CONTROL PROGRAM AND TYPE 22_5 CONFLICT MONITOR UNIT. AN UNINTERRUPTABLE 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 (CLARY SP 1000 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 TRANS SPECIF! CA T;;-I0~"'---✓--------,-------- ~; t:!fs IV'IITl1f0 fRJteE FER SDGJE FE;t IRWE;;IJTE :::11~ Al I Z I; ~E1et::At;l;l:MIIWM4 ADU!i&f. ROV-!Oc=scA IF SI 3UAL--=ut'£U1 Li :E K.d<- 15 INSTALL VIDEO DETECTION SYSTIEM TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR MOUNTED IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON THE LUMINAIRE MAST ARMS AND ALL NECESSARY WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE EDGE OR APPROVED EQUAL. 0 INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL MOUNTED ON ASTRO MINI-BRAC AB-121 OR APPROVED EQUAL). ALL INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE PER CALTRANS UNIFORM SIGN CHART AS NOTIED ON PLAN. B BCR A DC 0 w DETAIL A: SIGNAL POLE LOCATION N.T.S. DETAIL "B" LENSES SHALL BE (NO SCALE) 1 2" r='~~a=-1 ' 7.-l-,~b-q r : I 1n EXIST. SIGNAL (42' SERVICE ENCLOSURE CONSTRUCTION NOTES CONTINUED: R INSTALL 3"C 6PR#20 SIC INSTALL 3"C 6PR#20 SIC !-\ \ I\ '--· I I I ,--... I \ \ I '-~J \ I '- ----<,__ ----~ ---. R/W U) k'.'.'] \ SDG&E TR~.NSFORMER PAD EXIST. SERVICE POIN T [I] IRsl EXISTING TRAFFIC SIGNAL EQUIPMENT: POLES, MAST ARMS, SIGNAL HEADS, AND ALL ATTACHED EQUIPMENT TO BECOME PROPERTY OF CONTRACTOR. REMOVE EXISTING POLE FOUNDATION TO 30" DEPTH AND BACK FILL. REPAIR SIDEWALK AND/OR PARKWAY TO THE SATISFACTION OF THE ENGINEER. 0 IABI ALL EXISTING LOOP DETECTORS. jABI ALL EXISTING CONDUIT, UNLESS OTHERWISE NOTED ON PLAN. IRcl ALL EXISTING PULL BOXES COMPLETE. REPAIR SIDEWALK, PARKWAY, AND/OR STREET TO THE SATISFACTION OF THE ENGINEER. 0 ~ EXISTING CABINET AND ALL EQUIPMENT. REMOVE FOUNDATION COMPLETE AND BACK FILL. REPAIR SIDEWALK AND/OR PARKWAY TO THE SATISFACTION OF THE ENGINEER. [!91 FURNISH AND INSTALL ROADSIDE SIGN MOUNTED ON TELESPAR STEEL POST PER SDRSD M-45 AS INDICATED. FINAL SIGN LOCATION TO BE APPROVED BY THE ENGINEER. NOT USED. REMOVE CONFLICTING STIRIPES AND OR PAVEMENT MARKINGS BY GRINDING. ¢5 12· 12' 12· 12' 12' PHASE DIAGRAM ¢2 ¢7 ¢8 ¢6 <1----C--NOT USED NOT USED PHASE SEQUENCE 11+5 ~ ~:: ~ 3 H 4 SEQUENCE WITH CALLS ON ALL PHASES 1 4 20 INSTALL 3"C 6PR#20 SIC -INSTALL 2"C., 2 flO, 2#12 II ------ 3 DETECTOR SCHEDULE DETECTOR SLOT NUMBER PHASE NUMBER PPB 2P I12U PPB 4P I12L PPB 6P I13U PPB 8P I13L EVA 2+5 J12U EVB 4 J13U EVC 1+6 J12L EVD 3 J13L FLASH I14U LEGEND: FIELD TERMINAL T8-4 & COM 6 T8-5 & COM 6 TS-7 & COM 9 T8-8 & COM 9 T9-4 & COM 6 T9-7 & COM 9 T9-5 & COM 6 T9-8 & COM 9 TS-10 & COM 12 n " ~ "' f4 13' 12· WORK TO BE DONE: 5 EVD INSTALL 3"C 6PR #20 SEE DETAIL "B" 12· 13 s POLE SCHEDULE LDC. 0 29-5-80 50' 26-4-80 40' 61-5-129 60' 0 19-4-80 25' 15, ll-'z~-_:M.:.::Ac::S::._---1.;::..._-_:1..:c2_"_,(c-R._,Y"-,G"L----l 3-12" R,Y,G SV-2-TA 3-12" RA, YA.GA 15' 15' 15' MAS 4-12" (R,Y,G,GA) 3-12" (RA,YA,GA) SV-2-TA MAS 2-MAS 3-12" (R,Y,G) -12" RA,YA,GA 3-12" R,Y,G 3-12" R,Y,G SV-2-TA 3-12" RA, YA.GA MAS SV-2-TA 4-12" (R,Y,G,GA) 3-12" (RA.YA.GA) 3-12" (R,Y,G) NOTES: I 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. PPB SP-2-T 6P SP-1-T 6P E SP-1-T 2P E 2P SP-2-T PLACEMENT 250W HPS SEE PLAN 6P 6P 250W HPS 2.6' -6.7 2P 250W HPS 9' 6' 250W HPS 8.2' -4. 7' 2P 2. CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. 3. ALL EQUIPMENT SHALL BE PER STATE STANDARD PLAN 2002 UNLESS OTHERWISE NOTED. 3" 6PR SIC EL CAMINO EXIST 1"C INSTALL 12PR SIC L_--1--------- 63' -61' 12' 1 o· REAL EXIST 1 "C INSTALL 12PR SIC 23' C 1.1.S.N.S. Plaza Drive El Camino Real Plaza Drive El Camino Real 12' CONDUCTOR SCHEDULE GENERAL NOTES: SEE SHEET 5 THIS PLAN SET. EVPE 3#20 EVA \214 EVB \211+\216 EVC ¢3 EVD TOTAL EVPE CONDUIT RUN NUMBER 2 2 2 2 6PR 20 SIC INDEPENDENT CONDUIT CALLED OUT EXIST. CA L TRANS CONTROLLER 4 CONDUIT SIZE 3" 3" 3" 3" 3" 3" 2-3" 2-3" NOTES: 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. E-3 THE IMPROVEMENTS CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1. The City of Carlsbad Special Provisions. "AS BUil T" 2. California Dept. of Transportation Standard Specifications (July 2002 or latest revision thereof). r---7 VIDEO DETECTION ZONE INSTALL 12" SOLID WHITE THERMOPLASTIC CROSSWALK OR LIMIT LINE PER CAL TRANS STD. PLAN A24E, 11' ON CENTER. L ___ _.J 3. California Dept. of Transportation Standard Plans (July 2002 or latest revision thereof). No. 59366 Exp. OO/JJ/07 INSTALL TYPE IV THERMOPLASTIC PAVEMENT TURN ARROW PER CALTIRANS STD. PLAN A24A. DIRECTION AS INDICATED. ~ icBI 2" SIC CONDUIT IN EXIST. NO. 6 PULL BOX. CONTINUE SIC RUN THROUGH EXIST ;I" CONDUIT AS INDICATIED. ~ THE CONTRACTOR SHALL INVESTIGATE PULL BOXES IMMEDIATELY TO THE SOUTH OF THE PROPOSED 'TELEPHONE DEMARCATION CABINET IN ORDER TO PROVIDE SUFFICIENT SLACK AT TERMINAL BLOCK .. INSTALL NEW TELEPHONE DEMARCATION CABINET TYPE A WITH TERMINAL BLOCK PER CALTRANS STD. PLAN ES-3D. CONNECT EXISTING SIC FROM CAL TRANS TO TERMINAL BLOCK, CONNECT NEW CITY SIC FROM TRAFFIC SIGNAL CONTROLLER TO TERMINAL BLOCK TO PROVIDE COMMUNICATIONS BETWEEN CITY AND CAL TIRANS CONTIROLLERS. NO DUPLEX OUTILET IS REQUIRED. INSTALL NO. 6 PULL BOX. SEE SHEET 7 THIS PLAN SET FOR SIC CONNECTION TO NEW TRAFFIC SIGNAL CONTROLLER AND CABINET AT EL CAMINO REAL AND MARRON ROAD. INSTALL 3"C., MT ON ALL CROSSINGS. INSTALL PHONE DROP INTO CONTIROLLER. INSTALL TYPE I PEDESTRIAN BARRICADE WITH INSTALL 4" SOLID WHITE LANE STRIPE. TWO R49 (BACK TO BACK) SIGNS PER CAL TRANS ES-7P. 1231 INSTALL CALTIRANS STANDARD TYPE Vll(LT) ARROW. 1241 INSTALL CAL TIRANS STANDARD . TYPE IV(RT) ARROW. -I --< ~ §9 I@ ~ @I § _ VIDEO DETECTION CAMERA MAST ARM MOUNTED SIGN 4. Federal Highway Administration (FHWA) and Manual on Uniform Traffic Control Devices (MUTCD) 2003 edition as amended by the MUTCD 2003 California Supplement. 5. Standard Specifications for Public Works Construction (2003 Edition or latest revision thereof). I I . . (/) 'l <C ~ m 2251 SAN DIEGO AVE, SUITE A270 SAN DIEGO, CA 92110 (619) 683-2933 FAX, (619) 683-7982 KOA JOB NUMBER: JA2566 DATE P.E. ___ _ EXP. ___ _ REVIEWED BY: . -------~ bu o °' 1 Sc»~ o o> 1 INSPECTOR .,/,0/01.e ~DATE E. V.P.E. DETECTOR ABANDON. DO NOT BLOCK INTERSECTION l----+--+---------------1----t----t--t----1 I SH9EET I CITY OF CARLSBAD ~ 'g_' ENGINEERING DEPARMENT ::===::'.....':=============='....'.::==::::; d EQUIPMENT TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. RELOCATE EQUIPM ENT: REMOVE AND SALVAGE EQUIPMENT. INSTALL CONDUIT INTO EXISTING PULL BOX. CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND IN STALL R73-5 R66 20 R61-1.1 R61-7.1 L / CD JS::> SCALE 1"=20' 10 0 20 40 DATE INITIAL TRAFFIC SIGNAL PLAN FOR: EL CAMINO REAL AND PLAZA DRIVE _, 0 OWN BY: PROJECT NO. DRAWING NO. "' CHKD BY: ~ DATE INITIAL DATE INITIAL FIELD BY: 3899-1 DWG 416-5 cc; ENGINEER Df WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ,; ._ _______________________________________________________ .._ __ .....,. _____________________________ ~ CONDUCTORS AS INDICATED . ) I I I 053105 "'° 0 -__. 00 °" I (J1 TYPICAL LANE AND SHOULDER CLOSURE (1) ... ,,., -. /T/'\W A'"' v' 7/\UC (')\ .,, ' "tC30(B/Kf) I C20(B/Kf) ., C13 OR C14 . · l ,z ......... ¾I • . ~~OA I cL4 .,~18 OR C23 -. . • ' TAP"R I , h I .i I 1 .. 12' Min. I I ~ (Sff TABII 1) ADVANCE: WARNING SIGNS (SEE TABLE 3) -.. $f'ml NAIIE .. TAPER I 1 ,sn• MIN . (Sff TABLE 1) BUFFER -ADVANCE WARNING SIGNS (SEE TABLE 3} .,I! .. • • • • • • • • • • • • .. . L 1 L, L1 + 1/, / / / {ef(~ r • • '/., ., / ? 1/, • GIB OR C2j~ C20~ C20~ • i.:~ \ PARKING OR BIKE LANE+ ///////// CZ,::20(BIKE) I■ CZ,::30 BIKE) SIDEWALK -- SIDEWALK PARKING OR 8/Kf LANE • • • • -• • R-0-W LINF: .. - (II- l.+ -.. ■ CIJ OR CURB C14 CURB C/J OR C/4 stRttr NAIH: .. .. .. ADVANCE WARNING SIGNS (SEE TABLE 3) L L L <ZJ C2o(BJK TYPICAL CLOSING OF HALF ROADWAY L TAPER L (SEE TABLE 1) L• L· • • • • -----• • <ZJ C30(B/KE) 150' MIN. BUFFER • • SIDEWALK PARKING OR BIKE LANE • • • • • • • TAPER L (SEE TABLE 1) . I ' L • • • • • • • R-0-W LINE ' ' L3 ' L3 ' L3 ADVANCE WARNING SIGNS (SEE TABL[ J) • • • .. .. Cl" /VJ MJ .. .. , PARKING OR BIKE LANE R96 SIDEWALK CIJ OR C14 R-0-W LINE NOT TO SCALE --R-0-W LIN[ ----(J) IF OUTSIDE LANE IS A PARKING LANE /HEN TfMPORARY "NO PARKING/TOW AWA y" SIGNS ARE TO BE POSTfD PER TRAFFIC CONTROL NOTf 4. (Z) IF OUTSIDE LANE IS A BIKE LANE THEN C20(8/KE LANE CLOSED AHEAD) ANO CJO(BIKE LANE CLOSED) SIGNS ARE TO BE POSTED AS SHOWN. <.Li Y NO PARKlv"t ,vW AWA r ;uNE (J)JF OUTSIDE LANE IS A PARKING LANE /HEN TfMPORARY "NO PARKING/TOW AWA y" SIGNS ARE TO BE POSTfD PER TRAFFIC CONTROL NOTf 4. (Z)JF OUTSIDE LANE IS A BIKE LANE /HEN C20(BIKE LANE CLOSED AHEAD) AND CJO(BIKE LANE CLOSED) SIGNS AR[ TO Bf POSTfD AS SHOWN. NOT TO SCALf TRAFFIC CONTROL NOTES SIGN LEGEND 1. WORK HOURS TO BE R[STRICTfO TO ____ TO ____ UNLESS APPROVED 01HERWIS£ t---------------------------------------------------------------...1..------------I 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. 3. PEDESTRIANS SHALL BE PROTfCTfD FROM ENTfRING /HE EXCAVATION BY ~~~~~ HAD MEAD AHE,11) NiOO <® TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL CIJ OR C/-4-C37~ .1 CONES 50' MAX. SPACING ■ C36 C9A _____ __:i!__ ___________ ___!=======:::=::::=,,..-"-----"'-cc::::::::::::~===~===t------.---_jl~~~~~•~--~~~_:.._::~~.c/8 OR C23 ~ • • • "---;l , • I .. sm, w .. ADVANCE: WARNING SIGNS (Sf£ TABLE 3) L L L C9A CJ6~ C/8 OR C23 NOT TO SCALE NOT TO SCALE L VARIABLE SEE TABLE 2 12' Min. _GilljB_ • • • • • • • • • • • • • • • • • • • SHEET 13 PHASE 5 y C30 • • • • • • • L3 L3 L3 .. ADVANCE WARNING SIGNS (SEE TABLE J) .. C/3 OR C14~ SHEET 17 . PHASE 11 //4/ \\,--;:>' /-'/ '\ \\'"" \\,','.._\\.-, ,// / ' ·.• \ \V"'.> -/ / /~/"' \ \ ....,...--.. :,/ / / ,//, 1,J1 \', \ /,;; · _y;, ',:,, / /:,:",. -:,;,_,> SHEET 18 ~ ~~ .. ~·<3·/ PHASE 13 -· . "'-.\.. > ~~r .,,. ... -SHEET 17 ,,";v1PHASE 12 >-'' ,,.,,,/ ~/.,.//\· I(., v(\ ~ SHEET 18 Q .... PHASE 14 ~ ~ '.I- \ PHYSICAL BARRIERS DESIGNED, INSTAUED, AND MAINTAINED TO THE SATISFACTION OF /HE CITY ENGINEER. / ',, 4. TfMPORARY "NO PARK/NG/TOW AWAl"' SIGNS STATING /HE DATf AND TIME OF PROHIBITION WILL BE POSTfD 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT 931-2197 TO VALIDATf POSTING. C9A C13 C14 C18 C20 C20 BIKE C21 C23 C24 (MOD} 5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS 01HER ARRANGEMENTS ARE MAD£ 6. TRENCHES MUST BE BACKFILLED OR PLA TfD DURING NON-WORKING HOURS UNLESS K-RAIL BARRIE.RS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIF/GAU Y SHOWN ON /HE APPROVED TRAFIC CONTROL PLAN. PLA TfS SHALL HA VE CLEA TS AND COLD MIX AT /HE EDGES. ~ A ~ ¥ V ~ '7' W [ii] CAR i>0 ,~p~] ~ ARR ~ 7. STRIPING WIU 8£ REPLACED BY 1H[ CONTRACTOR WI/HIN 24 HOURS, IF REMOVED OR DAMAGED. C.JO C3Q.4 c.JO BIKE C36 C37 W1(LT} W1{RT} W6 W1~ R49M B. WORK /HAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL Bf COORDINA TfD WITH /H[ CITY OF CARLSBAD 48 HOURS PRIOR TO COMMENCING WORK . (MOD} TABLE 1 9. TRAFFIC SIGNAL LOOP DETECTORS WILL BE REPLACED BY /HE CONTRACTOR WI/HIN 24 HOURS, IF DAMAGED. APPROACH TAPER LENGTH NUMBER Of SPACING OF 10. FLAGGERS SHALL 8£ [QUIPPED WITH A WHIT[ HARD HAT, AN ORANGE \<£ST, AND A C28 "STOP /SLOW' PADDLE ON A 5 FOOT STAFF. 11. ALL TRAFFIC CONTROL DEVICES MUST 8£ MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY 11-/£ CONTRACTOR. 12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WIIH /HE CALTRANS MANUAL OF TRAFFIC CONIBOL FOR CONSTRUCTION AND MA/NlfNANC[ ZONES. LA TfS T EDmON. 13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF TH[ WORK IN THE DETAIL, FORMAT, AND QUALITY /UUSTRA TfD ON THIS SHEET. 14. IF TRAFFIC IS TO 8£ DETOURED OVER /HE PA/NTfD MEDIAN IN EL CAMINO REAL /HE MEDIAN MUST BE PAVED WI/H NO LESS /HAN 3• OF ASPHALT OVER 6" OF CLASS II AGGREGRA Tf BASE. SPEED (M.P.H.) 25 30 35 40 45 50 50+ L ( 1) 125 180 245 320 540 600 1000 CONES FOR CONES ALONG TAPER ( 1) TAPER (FEET) ± 6 25 7 30 8 35 9 40 13 45 13 50 21 50 15. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM Vl[W WHEN NOT IN USE. 16. /HE CITY ENGINEER OR HIS RtPRESENTATl'vf HAS /HE AUTI-IORITY TO IN/TIA Tf FIELD CHANGES TO INSURE PUBLIC SAFETY (1) BASED ON 12 FOOT WIDE LANE. /HIS COLUMN IS ALSO APPROPRIATf FOR LANE WID ms LESS THAN 12 FEET. SIGNAGE NOTES 1. WHERE APPROACH SPEEDS ARE LOW, SIGNS MAY 8£ PLACED AT 300 FOOT SPACING AND,IN URBAN AREAS.CLOSER . 2. NOT LESS /HAN ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTfNANC£ OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 3. ALL WARNING SIGNS FOR NIGHT LANE CLOSUR[S SHAU BE ILLUMINATED OR REFLECTOR/ZED AS SP[CJFIED IN TH[ SPECIF/CATIONS. 4. ALL ADVANCE: WARNING SIGN INSTALLA TJONS SHAU BE EQUIPPED WI/H FLAGS FOR DA YT/ME CLOSURES. FLASHING BEACONS SHAU BE PLAC£D AT AU LOCATIONS IND/CA TfD DURING NIGHT LANE CLOSURES. 5. A CIJ "END CONSTRUCTION' OR C/4 "END ROAD WORK" SIGN, AS APPROPRIA Tf, SHALL BE PLACED AT /HE END OF 11-/£ LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS. 6. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL B£ ILWMINA TfD TRAFFIC CONES OR F/TTfD WIIH 13" REFLECT/ VE SLEEVES. 7. FLASHING ARROW SIGNS SHALL 8£ £/THER TYPE I OR TYPE II. SILENT TYPE IN POPULA TfD AREAS. FLASHING ARROW SIGNS SHALL BE USED ON ALL STREETS /HAT HA VE AN AOT OF 5000 OR MORE OR AT 11-/E DIRECTION OF /HE CITY ENGINEER. 8. /HE MAXIMUM SPACING BETWEEN CONES IN A TAPER SHALL 8£ APPROX/MA TfL Y AS SHOWN IN TABLE 1 AND 50 FOOT MAXIMUM SPACING ON TANGENT. 9. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STA /IONS FOR WORK AT NIGHT SHAU 8£ ILWMINATfD AS NOTfD IN SECTION 5-04.6 OF /HE "MANUAL OF TRAFFIC CONTROLS". TABLE 2 APPROACH L(2) SPEED (FEET)± (M.P.H.) 0-30 200 30-45 310 OVER 45 500 (2) INCREASE BY 20% ON SUSTAINED DOWNGRADES STfEPER /HAN J% AND LONGER /HAN 1 MILE. TABLE 3 SPEED MINIMUM DISTANCE IN FEET MILES BETWEEN FROM LAST PER HOUR SIGNS ~ SIGN TO TAPER 0 -20 200 200 25 -30 300 250 30 -35 300 300 40 -45 500 400 50 -60 500 -1600 500 -1000 \ EXACT SPACING MAY VARY DUE TO PHYSICAL RESTRAINTS No. 59366 [:q>. 00 /~ /07 L3 \ DETAIL ?4" - 6 7" ?" 3• 3• ?" ,. .5•R I ( L 10"R b \ -.,.- 1,-, --- K-RAIL (CONCRETE BARRIER TYPE 50) J J P~~~~~d-.~tl VISION OF: w "' " u -Katz, Okitsu & Associates -Tmf!ic lngiflBrJt"S rmd Tm.n.,portatian ffa'MIB'l"S I I 2251 SAN DIEGD AVE, SUITE A270 SAN DIEGO, CA 92110 q ,:.; (619) 683-2933 FAX: (619) 683-7982 c' ;;\ ---'--'-------'-----KOA JOB NUMBER: JA2566 KEEP ➔ RIGHT /?96 SR45 LEGEND W;ij WORK AREA .. DIRECTION OF TRAVEL ti PORTABLE SIGN • TRAFFIC CONE/DELINEATOR H TYPE TI BARRICADE ~ FLAGGER y FLAG TREE 8 FLASHING ARROW SIGN 4 PORTABLE FLASHING BEACON K-RAIL (TYPE 50 CONCRETE BARRIER) TRAFFIC DIRECTION 1 "R NTS NOT TO SCALE TC-1 "AS BUil T'' DATE P.E, ___ _ EXP, ___ _ R VI WED BY: ,/10/ov DATE 10. PLACE C30 'LAN[ CLOSED" SIGN ON FLAG TRff AT 500'-1000' INTERVALS THROUGHOUT EXTfNDED WORK AREAS. THEY ARE OPTIONAL IF /HE WORK AREA IS VISIBLE FROM /Hf FLAGGER STATION. ::'. 1---+---,1--------------1--..__--4-_J--~ fsiillTl0 CITY OF CARLSBAD [sHrn78 L_..!Qj ENGINEERING DEPARMENT ~ 11. WHEN A PILOT CAR IS usm, PLACE CJ7 "TRAFFIC CONTROL-WAIT FOR PILOT CAR" SIGN. 12. AU REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTfD. 13. CONSfflUCTION AREA TRAffiC CONTROL DEVICES SHALL MEET Tl-IE PROVISIONS OF SECTION 12 OF THE MOST RECENT £DITTON OF THE CALTRANS STANDARD SPECIF/CATIONS. I I DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ~:::::::::'..-=======================::'....'.::::~ TRAFFIC CONTROL PLAN FOR: STANDARD SPECIAL SPECIFICATIONS REFERENCE TRAFFIC CONTROL PLAN PROJECT NO. 3899-1 DRAWING NO. DWG416-5 053105 e ,c 0 C C (' C: == '· C --(i) ' 0 C I ' 0 ~ C I -C --C 0:, °" c I C (J'I C C r C l·'. " C < < ( ' STANDARD TRAFFIC CONTROL NOTES MATCH LINE "A" SEE BELOW CENTER I SEE SHEET TC-01 SYMBOL LIST ~ WORK AREA § • +-+ ~ SIGNALIZED INTERSECTION TRAFFIC CONTROL SIGNS CONE TYPE II BARRICADE FLASHING ARROW SIGN (FAS) TRAFFIC DIRECTION C30 B~_ (MOD) I FAS NTS NOT TO SCALE C'I 245' ....I w TRAFFIC CONTROL PLANS FOR EL CAMINO REAL AND PLAZA DRIVE SOUTHWEST CORNER CLOSURE PHASE 1 I I I I I I -5,1, --11,'1 "; I ! -----11) 6 -)<'\ I . I I 300' -"1 l 1 1 1 I NTS I I SCALE 1 "=40' --vm \\ ~I , =~. ~h \ 40 20 0 40 80 ~: 9M ==!·•·, .----Jf 13 C18 _ _9_81_. I CAL TRANS -....----i -- -'f(5F CAR SB ID I '1 I \ I S. VIST~WAY 350, C20 BIKE NTS (MOD) 350' :ct w ~ 0 z -~ (.) ....I w \ I \ I I I MATCH LINE "A" SEE ABOVE MATCH LINE "A" SEE BELOW CENTER I I I I ~ FASl"'tt"tT ~ 0 245' ~ NTS ~ (.) ....I w 70' BUFFER \ R49M I \ ( I ( I 0 ~C18 EL CAMINO REAL AND PLAZA DRIVE NORTHWEST CORNER CLOSURE PHASE 2 "'1vj -y~ i:, o No. 59366 <--'" w ~ ;:o f""1 "' r.. 1'1,f.lJ/07 . ,, I I 2251 SAN DIEGO AVE, SUITE A270 SAN DIEGO, CA 92110 0 ,;; (619) 663-2933 FAX: (619) 583-7982 _,"" ------=---~ m KOA JOB NUMBER: JA2566 TC-2 "AS BUil T" DATE P.E, ___ EXP, __ _ REVIEWED BY: 1/t JSHEETl CITY OF CARLSBAD JSHEETl 1----t--+------------r-----t--;---;----i L...!_!_j ENGINEERING DEPARMENT L_!U ::====--====================~===::::::; 1----t--+------------r-----t--;---;----i TRAFFIC CONTROL PLAN FOR: 1----t--+------------r-----t--;---;----i APPROVED 1----t--+------------i----i--;---;----i 72. 1----1--+------------t----t--+----r----1 OWN BY: l----1--+------------t--:-,,::-i-c=-+--::-:-:::--1-'.:=:,--i CHKD BY: OAlE INITIAL l-'--DAlE-"---'---'IN"-"ITIAL"'-+-_DA_lE_.__IN_l11A--IL FIELD BY: ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL EL CAMINO REAL AND PLAZA DRIVE PHASE 1 & PHASE 2 PROJECT NO. 3899-1 DRAWING NO. DWG 416-5 053105 0 :e -(i) " -C C 0 ~ ' .s::.. " -~ ~ --C 00 0-I ., " I I CT C (11 cc OS: c• . '- ' I cc ~ " " " 4 C ' •I \\ I\ \\ \\ \\ \\ \\ CH! 350' NTS i---1oa· ___ l, so- I I /I I i/ I /I I II I TAPER BUFF // I I// I ! ,r1 ' I / I ,? / . I ·' TRAFFIC CONTROL PLANS FOR EL CAMINO REAL AND PLAZA DRIVE SOUTHEAST CORNER CLOSURE PHASE 3 STANDARD TRAFFIC CONTROL NOTES SEE SHEET TC-01 SYMBOL LIST ~ WORK AREA § • +-+ ~ NTS SIGNALIZED INTERSECTION TRAFFIC CONTROL SIGNS CONE TYPE II BARRICADE FLASHING ARROW SIGN (FAS) TRAFFIC DIRECTION NOT TO SCALE :ct UJ a: 0 z -? (.) ..J UJ j C30 c.-. I I z ~ N \ \ \ \ I I I i T Sign < 70' BUFFER '" , C18 245' ._,,A__,,, ts TAPER ~-= □ NOTE: ~ C18 CONTRACTOR TO MAINTAIN 4' MIN. PEDESTRIAN ACCESS C18 SCALE 1''=40' 40 20 0 40 \ \ I \ \ 80 \ ' I . C3 T I I 70' BUFFER b---~J 100' OPENING NTS I I, I Slqr • C13 245' TAPER NTS ·1 C30(BIKE) LJMO[))___ 11 350• 1 '1 NTS \ \ •a W11(RT) II ~ 20(BIKE~~ \ '1 (MOD) I C20(RT) l I\ 350' I I NTS I I __ ~j \l-~· C18 ~l,j~~'l ~..,,,1<M~,.~_li,.',\ot~c11:.a; ,.:,,,,.,:1 TRAFFIC SIGNAL NOTE: CONTRACTOR SHALL COORDINATE WITH CITY STREETS DEPARTMENT AT (760-434-2937) A MINIMUM OF 5 (FIVE) WORKING DAYS PRIOR TO WORK AFFECTING A TRAFFIC SIGNAL. TRAFFIC SIGNAL TO REMAIN OPERATIONAL ) TRAFFIC CONTROL PLANS FOR EL CAMINO REAL AND PLAZA DRIVE NORTHEAST CORNER CLOSURE PHASE4 DELINEAT0R AND SIGN SPACING CHART No. 59366 up. ri,/YJ/07 EL CAMINO REAL PLAZA DRIVE ~PH SPEED 35 25 TAPER LENGTH 245' 125' DELINEAT0R SPACING LENGTH SIGN TRANSITION SPACING 35' 350' 25' 150' NOTE: FOR WORK AFFECTING BUS STOP, CALL NORTH COUNTY TRANSIT DISTRICT 10 (TEN) WORKING DAYS PRIOR TO STARTING WORK. I I PLANS PREPARED UNDER T E SU ERVISION OF, ~ 0 "2.. •9/24/04 ~ i"i R. DE LA GARZ , JR.. . .E. 66 DATE ~ Katz, Okitsu & Associates -Traffic lnginm"S a.Rd flranspo-rtatwn Rannff8 I I 2251 SAN DIEGO AVE, SUITE A270 SAN DIEGO, CA 92110 □ ~ (619) 683-2933 FAX, (619) 683-7982 -'"' --'--'--,.,.,.~-,,.,,...:.'--'-'.-,..,..:_.:...::..._ ~ "' KOA JOB NUMBER, JA2566 "AS BUILT" P,E, ___ EXP, __ _ ~VI WED BY: • ,~ S,cu),<0 INSPECTOR TC-3 DATE ,, 5 i----t----,r-------------1--+--1--.l-------1 ~ CITY OF CARLSBAD 15HEET78 L___2:j ENGINEERING DEPARMENT ~ ,, ;::::=::::::::'....'.======================--=== t----t--t-------------1---1---1---l----l TRAFFIC CONTROL PLAN FOR: t----,t----1---------------1----l---1---1---J APPROVED ~ EL CAMINO REAL AND PLAZA DRIVE PHASE 3 & PHASE 4 053105 C == .... (i) " I') C C 0 ,, C .s::i.. 4 -L .... ~ -C 00 °" I " ,, ' I ry C (11 <' ?; L " -C ' I ~ ~ ~ " ,, "· L ' C30 11-\ FAS ' c, NOTE: ~- 350' NTS CONTRACTOR TO MAINTAIN 4' MIN. PEDESTRIAN ACCESS STANDARD TRAFFIC CONTROL NOTES SEE SHEET TC-01 SYMBOL LIST f?0%l § • +-+ ~ NTS WORK AREA SIGNALIZED INTERSECTION TRAFFIC CONTROL SIGNS CONE TYPE II BARRICADE FLASHING ARROW SIGN {FAS) TRAFFIC DIRECTION NOT TO SCALE C18 ~ I, I I I ' ' I I I I I I I I I I I I C30 I I I I i!r I I I C13 n:,,-R49M I I 11 DELINEATOR AND SIGN SPACING CHART MPH TAPER DELINEATOR SPACING SIGN LENGTH SPEED LENGTHt----TR-A~N-S-lll_O_N __ --t SPACING EL CAMINO REAL 35 245' 35• 350' -----------'-'--------1----1 PLAZA DRIVE 25 125' 25' 150' ~-~--~-------~----' t==============~•C13 TRAFFIC CONTROL PLANS FOR EL CAMINO REAL AND PLAZA DRIVE PHASE 5 TRAFFIC SIGNAL NOTE: CONTRACTOR SHALL COORDINATE WITH CITY STREETS DEPARTMENT AT (760-434-2937) A MINIMUM OF 5 {FIVE) WORKING DAYS PRIOR TO WORK AFFECTING A TRAFFIC SIGNAL TRAFFIC SIGNAL TO REMAIN OPERATIONAL NOTE: FOR WORK AFFECTING BUS STOP, CALL NORTH COUNTY TRANSIT DISTRICT 10 (TEN) WORKING DAYS PRIOR TO STARTING WORK. I I ~ PREPARE~ '?JE1Ell..ERVISION OF: .... .._,J-Ot, /Z.!Y. -,_ • 9/24/04 ~a I ~ ~ JUiilE:. R. DE LA GARZA, JR. ~.E. !:l1Jj66 DATE ll!tillll Katz, Okitsu & Associates TC-4 "AS BUILT" DATE llilli!l'JIIII Trv.f!w !'ngi~ a.M Tmmp!)riation .PtanTIB'l'S P.E, __ _ EXP. __ _ I r \ '..I SCALE 1''=40' I I 2251 SAN DIEGO AV£., SUITE A270 SAN DIEGO, CA 92110 n ,;; (619) 663-2933 FAX: (619) 683-7982 ~~ -----------LL m KOA JOB NUMBER: JA2566 hVlEWED BY: cl.Q&,,l, So1i.Q0 INSPECTOR .., lli)J_<u 1 DA t---+--+--------------t---+--+--+---1 TRAFFIC CONTROL PLAN FOR: EL CAMINO REAL AND PLAZA DRIVE PHASE 5 APPROVED J. ----+--------------t---+--+--+---1 ,,/,:;,~_~1.~ ....... ~-,.J::·,,J.;'g7~~~J..r~ .. :-;,--,,,:;::...,,-,::-:-r.:,- 1---+--+--------------t---+--+--+---I DEPUTY CITY ENllil EER RCtv 28515 EXP. 3/31/06 n l---+--+--------------t---+--+--+---1 DWN BY: PROJECT NO. DRA'MNG NO. ~ 40 20 0 40 80 1---+--+--------------t---+--+--+---1 CHKD BY: :', OATE INITIAL DATE INITIAL DATE INITIAL FIELD BY: 3899-1 DWG 416-5 -; -----------------------------------------------------------------------------EN-GIN,.EER--OF_WO_R_K ______ RE_V1_s_IO_N_D_Es_c_RI-PTI_O_N _____ lioiO,iiiTH,iiiiiER,iiiA,iiiPPiiiROiiivA_,L_Cl_TY,.AP_PR_o,.vA_L _________________ ., -- 053105 0 =:: c:: (i) a~ --c» 0,. I (Tl I I I I I 300' NTS \ \ \ \ \ I \ \ \ \ ,, \ I I \ \\ \ I \ \ \ \ \ I I I \ \ \ I \ \ I \ I I \ \ \ \ I \ \ I, \ I \ \ \ I I ' ' I \ \ I \ \, \ 245' TAPER NTS \ \ \ NOTE: 350' NTS FOR WORK AFFECTING BUS STOP, CALL NORTH COUNTY TRANSIT DISTRICT 10 (TEN) WORKING DAYS PRIOR TO STARTING WORK. EL CAMINO REAL MARRON ROAD MPH SPEED 35 30 40 DELINEATOR AND SIGN SPACING CHART TAPER DELINEATOR SPACING LENGTH SIGN LENGTH TRANSITION SPACING 245' 35' 350' 180' 30' 300' TRAFFIC SIGNAL NOTE: CONTRACTOR SHALL COORDINATE WITH CITY STREETS DEPARTMENT AT (760-434-2937) A MINIMUM OF 5 (FIVE) WORKING DAYS PRIOR TO WORK AFFECTING A TRAFFIC SIGNAL. TRAFFIC SIGNAL TO REMAIN OPERATIONAL ....I w I I I TC-5 "AS BUILT" DATE P.E. ___ _ EXP. ___ _ INSPECTOR ..., fto!d.t 'DATE i------t-----i----------+---1----1---1-----1 fsHml4 CITY OF CARLSBAD fsHml8 ~ ENGINEERING DEPARMENT ~ SCALE 1"=40' 20 0 40 80 , I ~~:::::.:::===============::::::..;===~ t---t---+---------------+----1~--1---+----1 TRAFFIC CONTROL PLAN FOR: EL CAMINO REAL AND MARRON ROAD PHASE 6 & PHASE 7 10/1/"1= RC£ 8515 EXP. 3 31 06 OAT£ i---+--+-------------l----l-----1--__J___J ~=======:;-r-=-=-=----=--=----=---=~=.====~ OWN BY: PROJECT NO. DRAWING NO. CHKD BY: FIELD BY: 3899-1 DWG 416-5 DATE INtTIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 053/05 C :e -(i) ,, .SI,. C 0 C ~ ~ L -<C ' --·- ~ 00 0-C ' ,-I ' ff c,, C ~ ;, L ., '-~ " " " ,, ~ ., ,· ·.,::_ 300·---\ ~NTS \ \ 245' TAPER NTS C13 MPH SPEED 35 25 ,,,, , :,-.,r DELINEAT0R AND SIGN SPACING CHART TAPER DELINEAT0R SPACING SIGN LENGTH LENGTH TRANSITION SPACING 245' 35' 350' 180' 30' 300' SCALE 1 "=40' I i 40 80 ~ WORK AREA § SIGNALIZED INTERSECTION ◄ TRAFFIC CONTROL SIGNS • CONE ++ TYPE II BARRICADE fH1I FLASHING ARROW SIGN (FAS) TRAFFIC DIRECTION NTS NOT TO SCALE ELOW RIGHT MA TCHLINE SEE 8 I I I ii \ I I \ I \ I \ I \ I \ ' \ I ' \ \ I I I \ \ I I ' I I I \ I ' \ \ \ \ ' \ \ I ' ' \ \ \ \ ' ' ' 245' TAPER ------------------~ I ' I . \ \ 350' I \ \ \ NTS I I \ \ I \\ ~'\_(~~--\ I I I \ I \ \ 350' \ \ I \ , NTS \ \ \ ' \ ' \ \ \ \ \ \ ' :() \ \ . \ \ czo_'f _ --\ ' --\ \ I I I I \ \ ' \ . \ \ \ \ \ \ \ \ \ \ \ \ ' I \ 350' NTS 350' NTS ~ \ \ \ \ Cl"S--\ I \ I \ \ \ \ • 9/24/04 TC-6 "AS BUILT" DATE P.E, ___ _ EXP, ___ _ 2251 SAN DIEGO A\/'c, SUITE A270 SAN DIEGO, CA 92110 (619) 683-2933 FAX, (619) 683-7982 KOA JOB NUMBER, JA2566 REVIEWED BY: \;. ~ n .. l • So,\ pa:) INSPECTOR TRAFFIC CONTROL PLAN FOR: EL CAMINO REAL AND MARRON ROAD PHASE 8 AND PHASE 9 APPROVED ~ PROJECT NO. DRAWING NO. l---+---+----------------+---lf---+---1----1 OWN BY: 1---+---+----------------+---lf---+---1----1 CHKD BY: DAlE INITIAL DATE INITIAL DAlE INITIAL FIELD BY: 3899-1 DWG 416-5 C\·~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ., .. ______________________________________________________________________________________________________________________________________ .. c 053105 C :E ;; (i) 2. .i=.. .... -00 0,, I (J1 DEUNEATOR AND SIGN SPACING CHART MPH TAPER DEUNEATOR SPAaNG EL CAMINO REAL MARRON ROAD SPEED 35 30 LENGTH 245' 180' LENGTH TRANSITION 35' 30' STANDARD TRAFFIC CONTROL NOTES SEE SHEET TC-01 SYMBOL LIST W½I WORK AREA • +-+ NTS SIGNALIZED INTERSECTION TRAFFIC CONTROL SIGNS CONE TYPE II BARRICADE FLASHING ARROW SIGN (FAS) TRAFFIC DIRECTION NOT TO SCALE SIGN SPACING 350' 300' 40 20 350' NTS SCALE 1 "= 40' 0 40 \ \ 80 TRAFFIC SIGNAL NOTE: CONTRACTOR SHALL COORDINATE WITH CITY STREETS DEPARTMENT AT (760-434-2937) A MINIMUM OF 5 (FIVE) WORKING DAYS PRIOR TO WORK AFFECTING A TRAFFIC SIGNAL. TRAFFIC SIGNAL TO REMAIN OPERATIONAL C C1 ,,C18 TRAFFIC CONTROL PLANS FOR () ~ :z_ 245' QTAPER NTS EL CAMINO REAL AND MARRON ROAD NORTHEAST CORNER CLOSURE 350' NTS PHASE10 NOTE: FOR WORK AFFECTING BUS STOP, CALL NORTH COUNTY TRANSIT DISTRICT 10 (TEN) WORKING DAYS PRIOR TO STARTING WORK. l'-ofESS/ l)[LA "' "' o o No. 59366 "' -, "' £xp. r:Ji/Yl/07 ''.4S Bll/LT" 2251 SAN DIEGO AVf., SUITE A270 SAN DIEGO, CA 92110 (619) 683-2933 FAX, (619) 683-7982 KOA JOB NUMBER: JA2566 "AS BUILT" P.E, ___ _ EXP.---- REVIEWED BY: t'::,\ \ o,,,. 1 $cv I I/\':\ INSPECTOR TC-7 DATE \SHEETl CITY OF CARLSBAD ~===⇒====t=============================t===jt===t====t==j l___!U ENGINEERING DEPARMENT t--+--+---------------+--lf--+----1-----l TRAFFIC CONTROL PLAN FOR: \SHEETl ~ DATE INITIAL REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK OlHER APPROVAL DATE INITIAL CITY APPROVAL EL CAMINO REAL AND MARRON ROAD PHASE10 3899-1 DRAWING NO. DWG 416-5 0 N -~ 0 (i) 0 0. '" 0 ~ 0 0 .a::. 7 -0 I --7 00 N 0-I m 0 I co 0, " 0 ~ u ' w ,o ~ N < ·, < 0 ~- C18 ~---11 I I I i I I I I 0 250' , ( / I Z NTS ,1 1 ~ ) <( (.) ....I w TRAFFIC CONTROL PLANS FOR EL CAMINO REAL AND MARRON ROAD SOUTHEAST CORNER CLOSURE PHASE 11 STANDARD TRAFFIC CONTROL NOTES SEE SHEET TC-01 SYMBOL LIST (%%j § • H lfHJ NTS WORK AREA SIGNALIZED INTERSECTION TRAFFIC CONTROL SIGNS CONE TYPE II BARRICADE FLASHING ARROW SIGN (FAS) TRAFFIC DIRECTION NOT TO SCALE 245' TAPER 350' NTS 350' NTS f----.F1~ I / I I 350' / I I fl , .. ~1J ,1 TIRAFFIC SIGNAL NOTE: CONTRACTOR SHALL COORDINATE WITH CITY STREETS DEPARTMENT AT (760-434-2937) A MINIMUM OF 5 (FIVE) WORKING DAYS PRIOR TO WORK AFFECTING A TRAFFIC SIGNAL TRAFFIC SIGNAL TO REMAIN OPERATIONAL TRAFFIC CONTROL PLANS FOR EL CAMINO REAL AND MARRON ROAD SOUTHWEST CORNER CLOSURE PHASE12 I NTS / / ! I I I £2()(~72 I I I I I 350' .ii~~ I I I I ' I J .. NTS (Moo I . I _W11(R_T) I I I I I ; I I 350' NTS I I I 1· : I / I ,i/ i I I I • ~Ri I I (MOO, ' I I ....I <( w 0::: 0 ... z 245' ~ TAPER<( (.) 100' OPENING NTS 70' BUFFER '-,_ ....I w I I I I I f:ffi I I 1 FAS I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ ' ' I ' I I I 40 20 0 40 I I ' ' ' / / ' I I I I I I : ! I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I / I I I I I I ,' I I I ! I ! I I I I I i I I I I I I I I I ! i I /ii I I I I I I I I I I I I i I I I I I I I I I I I I I I I I , I I I I I I I DELINEAT0R AND SIGN SPACING CHART DELINEAT0R SPACING MPH TAPER LENGTH SIGN SPEED LENGTH 1----TR-A_N_S-lll_O_N-----1 SPACING EL CAMINO REAL 35 245' 35' 350' l----+----+-----=-=------1---=-.;_;_--1 HOSP WAY 30 180' 30' 300' '--~---'-----=-=-----....... -=-"-'-----' I I I I I I I I I I I I I I I I ! I I I I NOTE: FOR WORK AFFECTING BUS STOP, CALL NORTH COUNTY TRANSIT DISTIRICT 10 (TEN) WORKING DAYS PRIOR TO STARTING WORK. I I I J I • 250' ----------NTS 1 C!V\\.. ..,_ O,-CM.I, I I ~ PREPARE~ "?!ER_!/E S'-'IER\fiSION OF, .. 0 -..._.}~ /2..& I • ., 9/24/04 ~ n JllllE R. DE LA GARZ./:'. .fl. a .E. :,Oj66 ~ DATE -Katz, Okitsu & Associates -Trafftc Jln.gineers and Tffmporla.tion Hanners I I 2251 SAN DIEGO A'ff., SUITE A270 SAN DIEGO, CA 92110 o ,;; (619) 683-2933 FAX, (619) 683-7982 => < ---~-------~ m KOA JOB NUMBER JA2566 TC-8 I "AS BUil T'' DATE P.E. __ _ EXP, __ _ ', REVltWEu BY: ~ \n-•. _C::,...,t ~-, INSPECTOR ,J1cj_oll, DATE 1---+--+ 1 _· 1,_'A_5 _-e_u_iL_1 " -------+--+----+---+---1 fsHEu77 CITY OF CARLSBAD f5Hml8 L_2:_j ENGINEERING DEPARMENT L_!U ~==::'...================:.=:~ t----+---+----------------1--1---+---+---1 TRAFFIC CONTROL PLAN FOR: EL CAMINO REAL AND HOSP WAY PHASE 11 & PHASE 12 APPROVED 1 t----+---1----------------t--t---+---+---I "i) \ .I I-!.../. • ,W. /..,/4/.a.L_ t----+---+----------------1--1---+---+---1 DEPUTY CITY EN EER RCE lQ!l515 EXP. 3/31 /06 ~ t----+---1----------------1--1---+---+---1 DWN BY: 80 t----+---+----------------1--1---+---+---1 CHKD BY: INITIAL OAiE INITIAL DATE INITIAL PROJECT NO. 3899-1 DRAWING NO. DWG 416-5 FIELD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 053105 C :e --(i) (C ....... C C 0 ' ' ~ ' -C ..... -' ' 0> 0,. I ' ' I I C C c,, ~ C ' ' ' c I " " " ' C ' 300' ,_______ ------- NTS TRAFFIC CONTROL PLANS FOR EL CAMINO REAL AND HOSP WAY NORTHEAST CORNER CLOSURE PHASE13 STANDARD TRAFFIC CONTROL NOTES SEE SHEET TC-01 SYMBOL LIST ~ WORK AREA § • +-+ IH=tl NTS SIGNALIZED INTERSECTION TRAFFIC CONTROL SIGNS CONE TYPE II BARRICADE FLASHING ARROW SIGN (FAS) TRAFFIC DIRECTION NOT TO SCALE C13 245' TAPER NTS 350' NTS ., C18 DELINEATOR AND SIGN SPACING CHART DELINEAT0R SPAaNG MPH TAPER LENGTH SIGN SPEED LENGTH 1----TR~A=N~S~ITl~O-N----1 SPACING EL CAMINO REAL 35 245' 35' 350' 1--_;._-1----+------"-"------1-------1 HOSP WAY 30 180' 30' 300' TRAFFIC SIGNAL NOTE: CONTRACTOR SHALL COORDINATE WITH CITY STREETS DEPARTMENT AT (760-434-2937) A MINIMUM OF 5 (FIVE) WORKING DAYS PRIOR TO WORK AFFECTING A TRAFFIC SIGNAL. TRAFFIC SIGNAL TO REMAIN OPERATIONAL NOTE: FOR WORK AFFECTING BUS STOP, CALL NORTH COUNTY TRANSIT DISTRICT 10 (TEN) WORKING DAYS PRIOR TO STARTING WORK. 250' i-----NTS----- C13., HOSP r --C18 ~---,-IJ:'9-I 350' / / I / 'I /1 I I /~1J NTS 1/ I I I __E20(RT) /I I / 1 --~ ' I / 350' / I 1 I I I I NTS I I I I / l-~~1_(RT) l / . I /' ---I~ I 350' / I I , / NTS i I / I i ~ ------------; I I I I ' I ....J <( w a::: 0 z 245' ~ TAPER c) ....J w !/ ' I I I~ ~ ti i .. I I : I I ' I I I I I I I I I • I I I I I I ' I I I I R49M .-1: I I I I I I I I I I I I I I I I I I I I' I I I I / I I I ,' ! I I I I I I I I I I i I I I I I I I ' I I i I I I I i I I I I : I ' I ! I I I r I I I I i I I I i I I I I I I I I I I I I I / I I I ! I I ! I I I I i I I I " I I : I I I ! I ! I I i ! I I I I I I I I I I I I I I I I I I I I I I : I I I I I I I I I I I ' 250' i-----NTS-----1 TRAFFIC CONTROL PLANS FOR 250' NTS 40 EL CAMINO REAL AND MARRON ROAD NORTHWEST CORNER CLOSURE PHASE14 TC-9 SCALE 1 "= 40' I 20 0 40 80 I I 2251 SAN D1EGO AVE, SUITE A270 SAN DIEGO, CA 92110 ~ .. 0 (619) 683-2933 FAX, (619) 683-7982 ,,, _ _;,_-~~=='-~=----KOA JOB NUMBER, JA2566 "AS BUil T" P.E, __ _ EXP. __ _ REVIEWED BY: "'-.,,,,.~, ~160~ INSPECTOR DATE , r\ -~u IL 1 ,, 1---1---1--------------+--+--+--+----I ~ c1rxc,N~xlNGCD¾P~R~~N~AD m :1 '"--===:::'....'======================~==~ 0 ~ '" 1---+---+---------------t--t---+---+----t TRAFFIC CONTROL PLAN FOR: '.; EL CAMINO REAL AND HOSP WAY PHASE 13 & PHASE 14 -0 ' 1---+---+----------------+--1---+---+---t '[',RO\E~ I l l-,-1 .. l,/,o,L.._ ~ l---+---+----------------+--1---+---+---t ~D:::EP:::::UTY:::::::Cl:::TY:::::E:::::::IIGIIN:::EE~R:--~=-=R°'".::::::::28:::5:::::1_5=-:::..E:::XP-=._::;-3/:-;:::31:::::/10:::6==+-o,;:f{-=::::::::Al£::::::::::~ ~ 1---+---+----------------+--1---+---+---t DWN BY: PROJECT NO. DRAWING NO. ~: L(~ 1---+---+----------------+--1---+---+---t CHKD BY: \ OATE INITIAL ~OA_TE~_rNt_TIA_L +-o_ATE~_IN_ITI_AL-t FIELD BY: 3899-1 DWG 416-5 REVISION DESCRIPTION ~ L..------------------------------------------------------------------------------ENii,iGii,iilNEiiiiERrir,OFiirr,i,WOrii,Rl< _________________ OTH•E•R•A-PP-RO-VAf. ... _C_ITY•A-PP-RO•V-AL .... _________________ ,.8 053105