HomeMy WebLinkAboutDWG 424-1; 3947-1; CARLSBAD BOULEVARD; 01-04E
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UTILITY CONTACTS
THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UTILITY CO,PANY
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
ADELPHIA CABLE
CITY OF CARLSBAD (STREETS AND STORM DRAIN)
CITY OF CARLSBAD (SEWER.WATER & RECLAIMED WATER)
CITY OF CARLSBAD (ENGINEERING INSPECTION)
PHON:: IO.l3ER
(800)422-4133
(800)660-7343
(800)892-0123
(760)438-7741
(760)434-2980
(760)438-2722
(760)602-2780
IMPROVEMENT PLANS FOR
CARLSBAD BOULEVARD
PROJECT NO.
CITY OF OCEANSIDE
,.__....,.J-r-
F
t. PAI.OMAR CITY OF VISTA
PROJECT LOCATION
PACIFIC
OCEAN
L...l,.. -CITY OF ENCINITAS ..,.--
VICINITY MAP
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD
SURVEY METHODS FROM INFORMATION GATHERED ON AUGUST,
2004 BY RBF CONSULTING.
BASIS OF BEARINGS
THE BEARING OF THE EAST LINE OF LOT 3, NORTH
OF POJNSETTA LANE, ACCORDING TO RECORD OF SURVEY MAP NO. 13326,
I.E., N20°27'52"W
BENCH MARK
EAST SIDE N/B LANE OF CARLSBAD BOULEVARD 170 FT. SOUTH OF STATE PARK
MAIN OFFICE & 31 FT WEST OF POWER POLE 123034. COPPER ROD & DISCK QC 148 1968.
ELEVATION: 56.489
"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 DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
F !RM: RBF CONSUL TI NG
ADDRESS: 5050 AVENJDA ENCINAS, SUITE 260
CITY, ST: CARLSBAD CA 92008
TELEPHONE: (760) 476-9193
BY: ----4&0;:~E
RCE NO: __ ~C~60=2"'8"'"3 ________ _
DATE: IZ.·l>·OL
3947-
ISLAND WAY
/-~/SITE
I BREA~WATER ROAD
D \ i J -.__lj V g
~
ll\ ii <( u
/
PO I NSETTI A LANE
1
LOCATION MAP
INDEX OF DRAWINGS
SHEET NO
1
2
3
4
DESCRIPT!ON
TITLE SHEET
IMPROVEMENT SHEET
SIGNAL MODIFICATION PLAN
STRIPING PLAN
REFERENCE DRAWINGS
STREET IMPROVEMENTS
OF CARLSBAD BOULEVARD 383-3
5
I/\ .48 8tJ/I.T
ABBREVIATION
<! PT
AB
ABAN
AC
BC
BVC
C&G
CB
~
CMWD
CONC
CONST
DIP
DOC
DWG
EC
ELEC
ELEV
EP
EVC
EXIST
FH
I[ FG
GB
HORIZ
HP LT
MAX
MIN
MSL
DESCRIPTION
RIGHT OF WAY
SAWCUT
DEMO CONCRETE MEDIAN
LEGEND
DWG.NO.
REMOVE AND REGRADE CONCRETE MEDIAN
NEW AC PAVING
8" CONCRETE CURB PER DETAIL THIS SHEET
EXISTING STORM DRAIN
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING GAS LINE
EXISTING VAVLE CAN
EXISTING SIGN
EXISTING STREET LIGHT
LL
0
wrn
UQ'
<:::J LLU
SYMBOL
__ .,,-"/~w-----R/W--
--· -W-----IV--
--s------
---G-------~---
◊
6" 0. 5" RADIUS i7r:1'(TYP)
>-'-~ 1
· • . , ~2 ro
·'L ·. ·,,_...,,~
o • WEAKENED PLANE JO I NT
I 14. 5" I
8" CONCRETE CURB
N.T.S.
ABBREVIATIONS
MEANING
ANGLE POINT
AGGREGATE BASE
ABANDONED
ASPHALT CONCRETE
BEGIN CURVE
BEGIN VERTICAL CURVE
CURB AND GUTTER
CURB
CENTER LINE
CARLSBAD MUNICIPAL WATER DISTRICT
CONCRETE
CONSTRUCT! ON
DUCTILE IRON PIPE
DOCUMENT
DRAWING
END CURVE
ELECTRICAL
ELEVATION
EDGE OF PAVEMENT
END VERTICAL CURVE
EXISTING
FIRE HYDRANT
FLOW LINE
FINISHED GRADE
GRADE BREAK
HORIZONTAL
HIGH POINT
LEFT
MAXIMUM
MINIMUM
MEAN SEA LEVEL
ABBREVIATION
MON
NO oc O.R.
PCC
PCR
PED
PRC
PVI
PVMT R/W
RCE
RCP
REQ'D
RET
ROS RT
SDRSD
SWK
STA
STD
STL TF TW
TYP vc
VERT
MEANING
MONUMENT
NUMBER
ON CENTER
OFFICIAL RECORDS
PORTLAND CEMENT CONCRETE OR
POINT OF COMPOUND CURVE
POINT OF CURB RETURN
PEDESTRIAN
POINT OF REVERSE CURVE
POINT OF VERTICAL INTERSECTION
PAVEMENT
RIGHT OF WAY
REGISTERED CIVIL ENGINEER
REINFORCED CONCRETE PIPE
REQUIRED
RETAINING
RECORD OF SURVEY RIGHT
SAN DIEGO REGIONAL STANDARD DRAWINGS
SIDEWALK
STATION
STANDARD
STEEL
TOP OF FOOTING
TOP OF WALL
TYPICAL
VERTICAL CURVE
VERTICAL
f-z w
2 > 0
Q'
(L
2 7 > _J
9-
REGISTRATION EXPIRATION DATE:_=06~-~3~0-~0=6'----~ CITY OF CARLSBAD I SHE4ETS I
~=====t====t================================t====j====~c.-====1====--1-l L...l_J ENGINEERING DEPARTMENT
0
0 < ;!,
" " -PLANNING ■ DESIGN ■ CONSTRLJCTJ □ N
AS-BUILT
IMPROVEMENT PLANS FOR:
CARLSBAD BOULEVARD
AT BREAKWATER ROAD
0
0 "' DATE APPROVED BY DEPUTY CITY ENGINEER
? ■ ■ ■ 5050 AVENIDA ENCINAS, SUITE 260 P.E. ---EXP. ----2ocb._t_'l:::_J.._t,"4i<4"\-f ~ -/-~J._Q_/_Q.._'£
i CARLSBAD, CALIFORNIA 92008-4386 REVIEWED BY: RCE 28515 er-EXPIRE'<\ 3-31-06 DATE
< C O N S U LT I N G 760.476.9193 • FAX 760.476.9198 • www.RBF.com o Ot:14/VE 5tJltc11u s-15-2006 DATE INITIAL DATE INITIAL DATE INITIAL owN BY: LSE I PROJECT No. I DRAWING No.
!L,.. ________________________________________________ ...!;;=========================;;;;::IN:S;:P::E;:C:;ro;:R:;::;:=========:D:AT:E:;::;:=::E:N:Gl:NE:E:R:O:F:W:O:RK====R:E:V:l:S:IO:N=D:E:S:C:R:l:P:Tl:O:N====~o~rH~ER;;;A~P:PR~O~VA~L~:C;;;'IT;Y~A~P;;;PR~O;VA~L~~~~~~~~g~~~~~;=ri~=~·==~3~9~4~7~~1==~·~~4~2~4~-~1~~
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I
EX. 1,EOlAN ~
17+00
'ii \ -_ _::_--
BREAKWATER ROAD
----w--=
---s---__ /~---
--
·----..J R W 0 < -
63.83 "' MATO, EX,r
-JI
' -0 m + ,-.. -
--
t -0 m + ,-.. -
--
I[ 63.35 -~ ,---~ .. :: ... --. -. -
. --· .
1
~ t 1---~ ... -... ii:, -ii:, --
NOTE:
EXISTING TRAFFIC SIGNAL TO REt.4AIN IN
OPERATION OURING CONSTRUCTION OF PAYEl,ENT
WIDENING. SEE 51-EET 3 FOR SIGNAL
MODIFICATION PLAN.
CONSTRUCTION NOTES:
(D SAWCUT ANO RE>.«JVE EX I ST I NG PAVEMENT . K\SSSl
@ RE>.«JVE PORTION OF EXISTING CONCRETE MEDIAN. i6666ii
@ RE>.«JVE At-0 REPLACE CONCRETE t.ED I AN PER PLAN . K '-'> \j
@ RE>.«JVE EXISTING 4" PVC DRAIN, DRAIN GRATE, Al'O IRRIGATION CONTROLLERS. CAP EXISTING METER BOX .
@ RE>.«JVE AND RELOCATE EXISTING STREET SIGN (SEE SIGNING ANJ STRIPING PLAN, SHEET 4).
@ RE>.«JVE EXISTING LAl'OSCAPE Al'O IRRIGATION FROM PLANTER AREA AN) FILL-IN W/NEW CONCRETE. TEXT\H: Al'O COLOR TO t.4ATOi EXISTING MEDIAN .
{J) PRESERVE EX. COBBLESTONE POCKETS Wl£RE SHOWN -@ a0
@ INSTALL 4" PVC CAP ON EXISTING PVC DRAIN.
@ CONSTRUCT 5" AC PAVEMENT ON 6" CLASS II AB. ~~
@) REGRADE DRAINAGE SWALE PER PLAN.
@ PROTECT IN PLACE.
@ EXISTING SIGNAL POLE ANO PEDESTRIAN BARRICADE TO BE RE>.«JVED PER 51-EET 3 t 4.
@ DICot-N:CT EX . 3" IRR LINE Al'O INSTALL TEMP . El'O CAP. CONTRACTOR TO PROVIDE TEMP. IRRIGATION TO THOSE DISCCN£CTED AREAS.
@ RE>.«JVE EX . 3" IRR LINE FROM REOU::ER TO TEMP. El'O CAP. ABAl'OON ALL LATERAL CGH:CTIONS.
@) RE>.«JVE El'O CAP Al'O INSTALL NEW 3" IRR LINE IN SLEEVE lNlER CONCRETE MEDIAN TO EX. REDUCER.
@ RE>.«JVE ANO SALVAGE EX . I RR CONTROLLER .
@ ADJJST t.ETER BOX TO NEW t.EDIAN GRADE Al'O RECCN£CT TO NEW 3" IRR LINE.
NEW MEDIAN CURB DATA
r J DELTA/BRG RADIUS LENGTH REMARK
1 t;;= 11·32 34· 25.41' 5. 12· 8" CUl8
2 t;;= 148"00 27" 2.50' 6.46' 8" aRl
3 N24"23'58"W --152.42' 8" CUl8
4 t;;= 02"58 20· 1881.00' 97.58' 8" aRl
5 ""' oo· 48 15· 338.33' 40. 18' 8" CUl8
6 N28"09'37"W --40.37' 8" aRl
7 t;;= 08"07 59· 282.82' 40. 15' 8" CUl8
CONSULTING
' ----1' SAWCUT ~ EX, FY
COVE
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-------------- ----------------- --- - -"' - -- -
--------,-,---II
I:
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---- -
-- - - -------_I.L - ----- ----:::;
:::; _Jj ____ _ --------
l\_ -- - -....,l,c-----
EXISYING ASPHALT ROAD
/W--------------=-=-=-==-=--=-=-==-=--=-==-=----~=-=---------- -- - - ------ -f -------
" -------------
20 I
1.0'
.
XO w 1--
------
GRAPH IC SCALE
12'
TC=EX. EP 0
SAWCUT +O. 93'
VARIES
PER PLAN
~
1--"' u .
f-c:i
1--"' :,: u • I-
X < w ::::. s· am (PER DTL,
51-EET 1)
5" AC OVER 6" CLASS II AB REGRADED MEDIAN
PER PLAN
ENGINEER OF WORK
~ ~{;f.-IZ·/!>-oi_ t r~R.C.E. 60283 DA
EXP. 6-30--06
PLANNING ■ DESIGN ■ CONSTRUCTION
5050 A '/ENDA ENCNAS, SLXTE 260
CARLSBAD, CALIFORNIA 92008-4386
760.476.9193 • FAX 760.476.9196 • www.ABF.com
SECTION A
N.T .S.
AS-BUILT
P.E. __ _ EXP. ___ _
RE VIEl.'ED BY,
Dl.l4NE SOILEAU
INSPECTOR
DATE
5·13· ZOtXJ
DATE
Of CALlfORJ\JlA
1.0' VARIES
PER PLAN
::E Is
CARLSBAD
BLVD. X w ,-. Q. ~ i5 w . < < X V) ::E w
-----
5" AC OVER 6" CLASS II AB
PREPARED SUlGRADE (90% COMPACTION)
3'
Q: ~ _J
~
"-0
§
SECTION B
N. T.S.
VARIES VARIES
PER PLAN
w > ~ ~ w ..,
~ °" ':z ~ ~ ~ 1!ll ~ . .., ~ c:i
l:'5 1--.., ~ a (L :,: u g ~ g ~ c:i :::,
__ L EX. AC ROAD
REGRADED SWALE
EX. GRCUO I[ PER PLAN
>---+---+--'-A _s _8 _u~_'LT----------+---+---+----+---i I sH2EET I CITY OF CARLS BAD I sHE4ETs I
ENGINEERING DEPARTMENT ~='-'=========::::'..'::::=~
DA TE INITIAL DATE INITIAL DATE INtTIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
CARLSBAD BOULEVARD
AT BREAKWATER ROAD
DEPUTY CITY ENGINEER
DWN BY: LSE
CHKD BY: TT
RVWD BY: TT
EXPI
PROJECT NO.
3947-1
t/t'(f'~ ATE
DRAWING NO.
424-1
:r:------------------------------------------------------------------------------------------------------------------------------------------------------------
C :E
(i)
·coNDUCTOR SCHEDULE
AWG PHASE CIRCUIT Iii\ IA !,A /4\
3 POLE A 1/i
CSC POLE B IY, •Y,
12 POLE C 1?21/'i ?"2
CSC POLE D Y, Y,
~OTAL CABLES 3 CONDUCT./12 CONDUCT 1/1 VJ /"111/5
lf1 0 LUMINAIRE 2 2 2 -
1112
DET.
LOOP
IISNS
r/J 1 LOOP DETECTOR
r/)2 LOOP DETECTOR
r/J5 LOOP DETECTOR
CABLE r/J6 LOOP DETECTOR
,TYPE B) r/)8 LOOP DETECTOR
1 1
3 3
1 1
3 3
>----~--------<f----+---1--f---......
TOTAL DLC 4 4 8
EMERGENCY VEHICLE DETECTOR CABLE 1 1 2
INTERCONNECT CABLE 6 PAIR #20 2
CONDUIT SIZE
NUMBER 1 1 1 2
SIZE 2" 3" .3"• .3"
CSC -NEW CONDUCTOR SIGNAL CABLE
■ = ALL CONDUIT EXISTING UNLESS NOTED (•)=NEW
INSTALL NEW CONDUCTORS THROUGHOUT.
• POLE SCHEDULE
STANDARD ~UMINAIRE * PLACEMENT SIGNAL MOUNTING 1---------------------l
No TYPE HEIGHT SIG. M.A. LUM. M.A. CO-LPS A B VEH MA PED
A 26-4-70' 30' 40' 15' 250W 1 8' 3' SV •2-TB 2-MAS SP~T--T
B 15 - -250W EXIST EXIST SV-1-T -SP-1-T
C 29-5-80° 30' 55' 15' 250W ' SEE PLAN SEE PLAN sv-~-TB""2-MAS
D 19-3-70 30' 25' 15' 250W EXIST EXIST SV-'2-TE 1-MAS
• ALL EQUIPMENT EXISTING UNLESS OTHERWISE NOTED: (•)= NEW, (•')= MODIFIED, (■)= RELOCA .• ED
* SEE DETAIL "A"
__)
Iii 1
PHASE DIAGRAM
(PROPOSED)
(1)2
NOT
USED
NOT
USED
07
FLASHING OPERATION SHALL BE ALL RED
NOT
USED
04
PED PUSH BUTTON
PHASE POLE QUAD
8 /2 S / E
2 E
8 s
I ISNS
BREAKWATER RD'
BREAKWATER RD
CARLSBAD BL VO
DETAIL "A"
10' SIGNAL POLE(TYP)
a,
ECR • '. ~
--------2,--"' 5 ' 0 I \ t
10' CROSSWALK _[ 1--A-.: \_FACE OF
...J.,::::::::,...._~_, u=-;;::::::::::...1-1101 ,I',.;'. : CURB
'\· BCR ~ ~-J~----~j
8---< ~ EXACT POLE LOCA 110N BY
ENGINEER IN lHE FIELD
TYPE E LOOP DETECTORS (TYP)
POLE AND CROSSWALK PLACEMENT DETAIL
(NO SCALE)
DETECTOR ASSIGNMENT
NUMBER PHASE SLOT
2 12U
2 2 12L
3 2 13U
4 6 J2U
5 6 J2L
6 6 J3L
7 11L
8 8 J6U
9 8 J6L
10 a 5 J1U
PPB 2 11 U
PPB• 8 11 L
EVPE A 2+5 J3L
EVPE C 1+6 J2L
EVPE D 8 11 U
FLASH 1 11L
• NEW
FIELD
TERMINAL
T2-5 & 6
T2-7 & 8
T2-9 & 10
T3-5 & 6
T3-7 & 8
T3-9 & 10
T2-1 & 2
T5-9 & 10
T5-11 & 12
T3-1 & 2
T8-4 & COM 6
T8-8 & COM 9
T9-4 & COM 6
T9-5 & COM 6
T9-8 & COM 6
T8-10 & COM 12
WORK TO BE DONE:
COISTRUCT CR l,D)JFY TRAFFIC SIIJ,IALS ANl S1Ri£1 LIG-ITING SYSTEMS A:S SHlWN
AND NOTED.
STANDARD SPECIFICATIONS:
1. CITY (F CARLSBAD SPECIAL PROVISIONS.
2. CALIFCRNIA CEPARllENT (F TRANSPCRTATION STANJARD SPECIFICATIONS
OAml ..U.Y 2002 OR LATEST REVISION 11£RE(F.
3. STANlARD SPECIFICATIONS FCR PlB..IC WCRKS CONSlRU:TION (2000 ED'1TION)
4. STAlE (F CALIFCRNIA, CEPARTIENT (F TRANSPORTATION, STAKJARD SPECIFICATIONS
(..U.Y 2002) .
STANDARD DRAWING:
1. CALIFCRNIA CEPARTDT (F TRANSPCRTATION STAKJARD PLANS DATED .ll.Y 2002
2. FEI:£RAI. HIGHIIAY ACIMINISTRATION (rn!A) MAN.ML ON Ltl!FORM TRAFFI1C CONmQ..
IE\/ICES (I.UTCIJ) 200J AS AIEtall BY Tl£ IIJTCIJ 200J CALIFCRNIA SU'PI.El.£NT.
UNDERGROUND STRUCTURES
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY 1HE 0111-JER OR 01HERS AND 1HOSE SHOWN ON 1HE RECORDS EXAMINED ARE INDICA lED 1111H 1HEIR APPROXIMA 1£ LOCATION AND EX1£Nf, 1HE 0111-JER BY ACCEPTING
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TiO ASSUME UABIUTY AND TO
HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING F'ROM THE EXISTENCE OF UNDERGROUND UTILITIES
OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBtlC RECORDS EXAMINED: THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT TIHE UTILITIES OR STRUCTURES
SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE 0\\t-JERS OF TI-IE UTILITIES OR STRUCTURES CONCERNED BEFOOE STARTING WORK.
TRAFFIC SIGNAL GENERAL NOTES: BREAKWA TEA RD
E
Cl.
0)
"' "' ..,.
0 --.._
"'
1. Tl£ LOCATICJI (F ALL u«RGR01.ID UTILITIES ON 1HESE PLANS NlE APPROXIMAlE. Tl£ CONTRACTOR SHALL OCTERMINE
Tt£ DEPTH (F ALL UTILITIES, INCLUJING THlSE NOT SHOWN ON THIS PLAN, ANO VERIFY ALL ..oB SITE CON'.llTICNl.
2. ll£ CONTRACTOR SHALL a!TAIN ALL NECESSARY PERMITS AND NJTIFY ALL UTILITY AGENCIES AT LE~ 48 HCXR; IN
MJVAlil. (F COISTRUCTl!lll
J. ALL t£W PU..L BOXES AND COVERS SHALL IIE ~ U'USS 011-£RWISE SHOWN. Plll BOX COVERS SHAU.. BE
MARKED WITH "TRAFFIC SIGNAL'. ALL PU..L BOXES SHALL BE NO. 5 U'USS 01l£RWISE SPECIFIED. MAXIMLU
PU..L BOX SPACING SHALL BE 200 FEET.
4. ALL CONlUIT SHAlL BE 3' U'USS Oll£RWISIE SPECIFIED.
5. ALL TRAFFIC SIGNAL PCl.E ro.N>ATIONS SHALL HAVE A 3' CONlUIT INSTALLED TO Tl£ ADJACENT NO. 5 PU..L BOX. Tl£
CONTRQLER f(JJl[JATJON SHALL HAVE A SPARE J' CONlUIT STUlBED llJT TO Tl£ ADJACENT NO. 6 Pl.U BOX FOR FIJTUlE
USE.
e. ALL t£W LOCI' llETECTCRS TO BE TYPE "E'. lOCP llETECTCRS SHALL BE 6' DIAIETER WITH 10' SPACING ANl
POSITIOl£D IN Tl£ CENTER (F LANE U'USS OTIERWISE SHOWN. FRONT LOCI'S SHALL HAVE FIVE (5) 11R>IS.
,U OlHER LOCI'S SHALL HAVE THti: (3) TIRIS. LOCI'S SHAlL BE SEALED USING fllT--IELT RlllllERIZED
ASPHAlT SEALANT PER CALTRANS SPECIFICATIONS. SEE CALTRANS STAtoARD PLANS ES-5A ANl ES-58 FCR
llETECTCR LEGEKlS ANl DETAILS.
7. ALL SIGNAL !-£ADS SHALL BE 12' IN DIAIETER WllH BACK Pl.AlES. ALL RED, YELLOW, GREEN, ANl PEDESIR!AN SIGll.'IL
ltolCATIONS SHALL BE L.E.D.
8. PEDESTRIAN !£ADS ANl PUSH BUTTCJI SIGNS SHALL BE INTERNATICWL SYl.f!a.S. PEDESTRIAN SIIJ,IALS SHALL BE
TYPE 'A", L.E.D. PEDESTRIAN PUSH 8UTTCJIS SHALL BE 2' ADA.
9. Ll.MINARIES ANl I. I.S.N.S. SHALL HAVE TYPE IV P .E.C.
10, AN::HOR BQT If.IT COVERS SHALL BE PROVIOCD FCR ALL t£W STAKJARDS.
11. SIGN PAl£LS FCR ll£ INTERNALLY ILLIJIINATED SIREEI NAIE SIGNS SHALL BE FABRICATED USING PRISMATIC, WlE
CClffR, REFLECTIVE Sl£ETING (DIAIDIJ GRADE CR EQUIVALENT).
12, Tl£ CONTRACTOR SHALL BE RESPONSIBLE FOR Tl£ LAYllJT ANl INSTALLATION (F (IF IIECESSARY) LOCI' llETECTCRS,
TRAFFIC STRIPING, PAVEIENT MARKINGS ANl LEGEKlS, PARKIH:l REMOVAL ANl TRAFFIC SIGNING SHOWN llll 1HESE
PLANS. ALL TRAFFIC STRIPING ANl MARKINGS WITH AN 500 FOOT PERII.ETER (F Tl£ CONSTRlx:Tlllll PRO..ECT SHALL BE
RESTIJlED TO A "Lll<E t-EW' CCN:llTION, IN A MAMR 11:ETING Tl£ APPROVAL (F Tl£ CITY INSPECTCR.
13. Tl£ CONTRACTOR SHALL OBTAIN APPROVAL (F Tl£ PlB..IC WCRKS DIRECTCR CR HIS REPRES011ATIVE FCR (IF
NECESSARY) Tl£ LOCI' llElECTCR LOCATIONS PRIOR TO CUTTING AND Tl£ LOCATICNl (F Tl£ STRIPING, PA'IEIENT
MARKINGS ANl LEGENDS, PARl<ING REMOVAL ANl SIGNING PRICR TO PAINTING ANl INSTALLATICJI.
14. Tl£ CONTRACTCR SHALL BE RESPONSIBLE FCR Tl£ REMOVAL (F ALL caf1.ICTIH:l STRIPlt-6 ANl PA'IEIENT MARKINGS
BY GRltoING.
15. Tl£ CONTRACTOR SHALL NOT =1' 1Hf SIGNAL STAKJARD MOOE THAN TWO wrn<S PRIOR TO Tl£ SO£DLl.E TRAFFIC
SIIJ,IAL Tlffi-ON U'USS OllERWISE APPROVED BY ll£ PlB..IC WCRK DIRECTCR CR HIS REPRESENTATIVE.
15. FLASHlt-6 SIGNAL OPERATICJI SHALL BE RED ON ALL PHASES. PEDESIRIAN SIGNALS SHALL BE BLAlf< MING FLASHING
OPERA TJONS.
17. ALL TRAFFIC SIIJ,IAL IIFROVEIENTS SHALL IIE INSTALLED IN COORDINATION WITH SIGNING ANl STRIPING
CONTRACTCR.
18. Tl£ CONTRACTOR SHIU BE RESPONSIBLE FOR ANY ~ATION AND/CR IIENCHIARKS lli!CH NIE D!Sl\HIED OR
DESTROYED BY CONSTRlx:TION. 500-l POINTS SHALL BE REFERENCED ANl REPLACED WITH APflU'RIATE
hOUENTATION BY A LICENSED LAND S\RVEYOR OR REGISTERED CIVIL Ol31NEER AUTHORIZED TO PRACTICE LAND
SUlVEYING. A CClffR RECORD CR RECORD (F SUll/EY, AS AFPR<J'RIATE, SHALL BE FILED BY Tl£ LICENSED LAND
SUll/EYOR OR REGISTERED CIVIL Ol311\£ER AS REQUIRED BY Tl£ LAND SUlVEYCR'S ACT.
~ N 19. LIMIT LINES ANl CROSSWALKS SHALL IIE Fla.D LOCATED.
~
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0
--'
20. Tl£ cao..cTOR SCl£DU..E IS fl.ft,IISl£D AS AN INSTALLATION GUIDE CN..Y. IT SHAlL IIE Tl£ CONTRACTCR'S
RESPONSIBILITY TO PROVIDE Tl£ CCRRECT CIX'OJCTCRS REQUIRED FOR INIDDED OPERATION.
21. Tl£ CONTRACTOR SHALL COORDINATE SERVICE DETAILS ANl SClfDU..ING Wini 5llG&E ANl PAY ll£ REQUIRED FEES
FOR SERVICE CON'ECTICNl.
22. ALL SALVAGED EQU!PhENT SHALL BECOIE Tl£ PROl'ERIY (F Tl£ CONTRACTOR.
CONSTRUCTION NOTES (THIS SHEET):
~ @-EXISTING IDlEL 170 CONlROLLER ASSEIB Y WITH ElERGOCY VEHICL.E
~ PREDl'TION AND AUXILIARY EQUIPIENT IN 1mE1. 332 CABINET. CCNTRACTCR
,--. SHALL FIR-IISH ANl INSTALL AUXILIARY EQUIPhENT TO PROVIDE Tl£ INTEMIED ;? ll'ERATION.
z (I}--EXISTING TYPE 111-GF SIGNAL IKJ LIHING SERVICE ECUIPhENT TO FOAIN.
w ~ @-EXISTING E\ERtEICY VEHICLE PRE-EWTION llETECTCR. (E.V.P.E.)
0
[ [D-INSTALL AUJIBLE PEDESIRIAN SIGNAL WITH TAC-APPROVED "cu::KOO ANl "PEEP' StUm
::, (NOVAX ltoUSTRIES NOVA DS100 t.«xlEI.. CR APPROVED ECUAL).
? :; 0-RELOCATE i;;ltlSTING 26-4-70 PCl.E TO PCl.E LOCATION lAJON t£W BASE. INSTALL EXISTING PCl.E EQUIPhENT a,/TQ ? t£W PCl.E ~PER PCl.E ANl EQUIPIENT SCl£1lU..E. REMOVE EXISTING BASE ANl AN::HOR BOLTS. BACKFILL WllH era.
-
'---
350' 0
LIMIT LINE
§l @-REMOVE EXISTING 19~-70 PCl.E IKJ EQUIPhENT. SAL.Vt,/;£. EXISTING l'Cl.E. INSTALL EXISTING PCl.E EQUIPMENT, t£W PED. !£AO, j ANl PPB CJITO PQE A PER PCl.E AND ECUIPhENT SCl£1lU..E. REMOVE EXISTING BASE t Al'Offi BQTS Ato BAOKFILL Wini cot.PACTED CLASS II AB.
/ CONSTRI.CT 4' PCC C .
" ~ [zJ--RELOCATE EXISTING SIGN(S) AS NOTED.
0
IX)
CARLSBAD
J
I
l_
ENGINEER OF WORK
-r.;f~;'!> IZ·/$'=~ TIMd _FR I ELE , R . c . E . 60283
EXP. 6 30 06
PLANNING ■ DE!ll[3N ■ C □NBTR!UCTl □N
~ fsl----ROl)VE ANl SALAVNi£. EXISTING SIGN(S), ", ~ 5050 A VENIDA ENCINAS, SUITE 260
--
AS-BUILT
P.E. __ _
, ....
--------
350' TO
LIMIT LINE EX. 3"C W/6 PAIR #20
INTERCONNECT CABLE ro
,.---POINSETTIA LANE tt---.,,./:::__ APPROX. 1100 FT.
:---
ONLY
-·------, !,QJ:E
1. 36"X36" SIGN WITH BLACK LETTERING DN WHITE.
-
t-
-·
"' -----
----
OJ
------
.. ;w,---...J
2. 4" BLOCK LETTERING.
3. USE DETAIL •u• ES-7N FOR MAST-ARM f.llUNTING.
MAST ARM SIGN DETAIL
IMPORT ANT NOTICE
-
Underground Service Alert
~
-----------... ____ _ SECTION 4216 OF THE GOVERNMENT
COIDE REQUIRES A DIC ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
'PERMIT TO EXCAVATE' WILL BE VALID
FOR YOUR DIG ALERT ID NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-eo0-422-41.3.3
TWO WORKING DAYS BEFORE YOU DIG.
~" Cat TOLL Flt£
EXP. ___ _ DATE
------. ----1-800-422-4133
--......____,.,
TWO WORKING DAYS BEFORE YOU DIG
~ CITY OF CARLSBAD l---+---+----------------+---f---+--+----1 ~ ENGINEERING DEPARTMENT
l----+---+-----------------1----1----1-----1----1
I SH4TS I
SIGNAL MODIFICATION PLAN FOR:
CARIBBAD BOULEVARD
AT BREAKWATER ROAD
Ai:'eROVED BY llEPLJTY CITY ENGINEER
1----+----+--------1-------+-----+------+----1 '.:::.X,..,.+:r: . .W •• ,. k -ill,, Io,;
RCE 28515r EXP1ks 3-31-06 ~ ~ @--ROl)VE ANl SALVNi£. EXISTING PED. B~ICADE WllH SIGN(S). ■ ■ ■ CARLSBAD, CAUFORNIA 92008--4386 REVIE',/ED BY,
~ fiol----REMOVE EXISTING COIOJCTCRS 00 DI..C:S. REINSTALL t£W COIOJCTORS 00 DI..C:S PER ll£ CCl'OuCTOR SC1£1Jll.E. CONSULTING 760.476.9193 •FAX760.476.9198 • wwwHBF.com DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: LSE I PROJECT NO. I DRAWING NO. ~ CHKD BY: TT 3947 1 424 1 ; §-INSTALL t£W SIGN(S) ON SIIJ,IAL MAST ARM PER MAST ARM SIGN tETAIL, THIS SIEET. INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTIHER APPROVAL CITY APPROVAL ~R_VWD~~BY~:~TT~~~--------~ -
IL-...=-■-----------------------'=================================;;;:::::====================-1
0
~
(i)
E
f-z w ::;, > 0
Q'.
Q_
2
> _J
0
u
0
<{ u
c--c--
0
0
---------------
BREAKWATER ROAD
_...t--,,-12' WHITE X-WALI(
(Tf£1¥JPLASTIC)
,o·
12' WHITE LIMIT LINE
(APPROX. 11 Lf)
(11£RMOPLASTIC)
1B+OO
----~--=Jta'....t=-o -r --1----+---1---
--
,.-\Kl') 200'
200' '--"<!"'7 -----r ------= r ---l-r R26
I II I
E
-
250'
LT
21+00
-----------------------------------------------------
-..i,..--. BIKE NE ARROW
PM W BIKE t LANE"
R26 INST ALL TYPE N SIGN
-------~----------===-..:.~-==-----------------------------A/Wr--------------------
SIGNING AND STRIPING GENERAL NOTES:
1. Tf£ CONTRACTOR IS RE.Sf'ul4SIEl.E FOR ALL SIGNll'l3 00 STRIPING.
2. SIGNING, STRIPll'l3 AND PAVEMENT MARl<INGS SHALL CCN'ORM TO FHWA MAN.JAL ON UIIIFORM
TRAFFIC CONTRCl.. DEVICES AS AMDOED BY 11£ MUTCD 2003 CALIFORNIA SLPPI..EMENT, CAL TRANS
STANDARD SPECIFICATIONS (..U..Y 2002), THESE PLANS AND Tf£ SPECIAL PROVISIONS.
3. ALL SIGNI1'13 00 STRIPING IS SU3.£CT TO 11£ APPROVAL OF 11£ Pl.8..IC WORKS DIRECTOR
OR HIS REPRESENT A Tl VE, PR I OR TO INSTALLATION.
4. NfY DEVIATION FROM 11£SE SIGNING 00 STRIPING PLANS SHALL BE APPROVED BY 11£ ENGINEER
OF WORK ANO Pl.0..IC Wffil<S DIRECTOR OR HIS REPRESENTATIVE PRIOR TO Nff CHANGE IN THE FIELD.
5. ALL SIGNl1'13 AND STRIPil'l3 SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE
REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSLLATED LENS REFLECTIVE Sf£ETING
( HIGi INTENSITY OR EQUAL) .
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A
500' PERIMETER OF THE CONSTRUCTION PRO.£:CT WILL BE RESTORED TO A "LIKE NEW' CONJITION, IN
A MAr-KR MEETil'l3 Tf£ APPROVAL OF THE CITY INSPECTOR.
7. EXACT LOCATil>I OF STRIPING SHALL BE APPROVED BY THE Pl.0..IC WORKS DIRECTOR OR HIS REPRESENTATIVE
PRIOR TO INSTALLATION.
II. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRIND!,-«;.
DEBRIS SHALL BE PROl.f>TLY REMOVE BY Tf£ CONTRACTOR.
9. ALL PAVEMENT MARKINGS SHALL BE LATEST VERSION OF THE CALTRANS STENCILS.
10. LIMIT LINES ANl CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALK SHALL HAVE A 10' INSIOC DIMENSION
lN...ESS OTHERWISE SPECIFIED.
11. ALL CROSSWAU<S, LIMIT LINES, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE Tl£RMOPLASTIC
lN...ESS 011£RWISE SPECIFIED.
12. ALL MEDIAN msES AND FLARES SHALL BE PAINTED YELLOW.
13. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN Tf£ FHWA MAl'l.JAL ON UIIIFORM TRAFFIC CONTRCl.. DEVIIIS AS
AMENJEIJ BY THE t.UTCD 2003 CALIFORNIA SUPPLEMENT, UIILESS OTHERWISE SPECIFIED.
14. EX ISTll'l3 SIGNS REMOVED BY Tf£ CONTRACTOR SHALL BE DELIVERED BY 11£ CONTRACTOR TO 11£ CITY OF CARLSBAD
P\B..IC WORKS YARD AT 405 OAK AVEM.£.
15. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV IOCD ANO INSTALLED BY THE CONTRACTOR EXCEPT
Tl-«JSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO RELOCATED OR TO REMAIN.
LEGEND AN) CONSTRUCT I ON NOTES:
[I] EXISTl1'13 TO REMAIN.
REMOVE ALL EXISTll'l3 CONFLICTING TRAFFIC STRIPING, MARKING OR ARROW BY GRINDING AS NOTED,
INCLLOING RAISED PAVEMENT MARKERS.
PAINT CALTRANS STRIPilll3 DETAIL PER l'lJMBER NOTED, IIOJll!NG INSTALLATION
OF RAISED PAVEMENT MARKERS.
INST ALL PAVEMENT MARK I,-«; OR ARROW A$ NOTED (Tl£1<1.0"LASTIC) .
RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED.
SIGN (OIIE POST)
.._ ~ ~ -
GRAPHIC SCALE
ONLY
MQIE
1 . 36 'X36 • SIGN WITH BLACK LETTERll'l3 ON WHITE.
2. 4• BLOCK LET'TERING.
CUSTOM SIGN DETAIL
ia E ENG I NEER OF WORK
* -r;,:.,, --C&,·1,-l2J~n4 ~ CITY OF CARLSBAD I SH4TS I
OF O\.\\ nmfRv0
~.L THIELE, R.C.E. 60283 imE ~====~====~==============================~~====:====:====1====~ L_1_j ENGINEERING DEPARTMENT
r---__:~~~:_ __ ~EXP::_:,_
6:-=:3
'.:'.0::-Cl6::.._ _________ --,,------------------rt-_ -_ -_ -_ 7--1 -_ -_ -_ -_ 7--1 -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_t-1--_ -_ -_ -_ t+ -_ -_ -_ -_ t+ -_ -_ -_ -_ 1--1---_ -_ -_ 7-1 SIGNING AND STRIPING PLANS FOR:
CONSULTING
PLANNING ■ DEBIBN ■ CONSTRUCTION
5050 A VENIDA ENCINAS, SUITT: 260
CARLSBAD, CALIFORNIA 92008-4386
760.476.9193 • FAX 760.476.9198 • www.RBF.com
AS-BUILT CARI.SBAD BOULEVARD
AT BREAKWATER ROAD
P.E. ___ EXP. ___ _ DATE VED BY
REVIE'w'ED BY,
DATE INITIAL DATE INITIAL C D y DATE INITIAL DWN BY: LSE PROJECT NO. I DRAWING NO,
INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R~~ ~y; TT 3947-1 424-1 .. ,L_ _______________ __.!;=========================:!::===:;~=========::=;===;;;:::::;;:===============~~:!:::::::::~:::=;:==::=:===:==:==:~
' '