HomeMy WebLinkAbout1991-09-04; Planning Commission; ; PCD/GPC 91-03 - EL CAMINO REAL AND TAMARACK AVENUE TRAFFIC INTERSECTION AND SIGNAL MODIFICATIONSf AFF REPORT
DATE: SEPTEMBER 4, 1991
TO: PLANNING COMMISSION
FROM: PLANNING DEPARTMENT
SUBJECT: PCD/GPC 91-3 -EL CAMINO REAL AND TAMARACK AVENUE TRAFFIC
INTERSECTION AND SIGNAL MODIFICATION -General Plan Determination
for intersection improvements and traffic signal modification at the El
Camino Real and Tamarack Avenue intersection, in Local Facilities
Management Zone 1.
I. RECOMMENDATION
That the Planning Commission ADOPT Planning Commission Resolution No. 3289
APPROVING PCD/GPC 91-3, which makes the determination that the intersection
improvements and traffic signal modification are consistent with the General Plan.
II. PROJECT DESCRIPTION AND BACKGROUND
This City project is being presented to the Planning Commission because Section 65401 of
the California Government Code requires that a General Plan Consistency Determination
be made for public works projects.
The project is located at the intersection of El Camino Real and Tamarack Avenue. The
proposed project entails the removal of an existing free right tum lane which is utilized by
traffic traveling westbound on Tamarack Avenue to tum north onto El Camino Real. The
project also involves the reconstruction of a curb and gutter, and the upgrade of the
existing traffic signal system to include protected left-turning phasing. Thes.e intersection
improvements will accommodate all future frontage improvements along El Camino Real
and Tamarack Avenue, through the buildout of the City.
III. ANALYSIS
Planning Issues
1. Is the project consistent with the goals and policies of the City's General Plan?
2. Will the project have a significant impact on the environment?
PCD/GPC 91-3
EL CAMINO REAL AND TAMARACK AVENUE
TRAFFIC INTERSECTION AND SIGNAL MODIFICATION
SEPTEMBER 4, 1991
PAGE 2
DISCUSSION
The Public Facilities and Circulation Elements of the General Plan have established goals
to ensure that: (1) adequate public services and facilities are available to service the needs
of the population, and; (2) a comprehensive circulation system is available to serve the
present and future mobility needs of the City. One of the primary functions of the City's
circulation system is to move vehicles and pedestrian traffic in a safe and efficient manner.
Policies C.3.1, and C.3.2 of the Circulation Element state that, "Operational efficiencies of
streets should be improved by using modem design standards and the latest available
technology'', and "Adequate traffic safety measures should be provided at all intersections".
This project achieves these goals and objectives by providing intersection improvements
that will make the El Camino Real/Tamarack Avenue intersection more efficient and safer
for vehicles and pedestrians.
IV. ENVIRONMENTAL REVIEW
The Planning Director has determined that the project is exempt from environmental
review per the State CEQA Guidelines, Article 19, Categorical Exemptions; "Existing
Facilities", No. 15301, Class 1-Operation, repair, maintenance, or minor alteration of
existing public facilities; (C)-to include highways and streets, sidewalks, gutters and
similar facilities. The proposed improvements would take place in the paved portion of the
public right-of-way, therefore the project would not have any significant environmental
impacts. The intersection improvements would enhance the traffic efficiency and safety of
the El Camino Real/Tamarack Avenue intersection.
ATTACHMENTS
1. Planning Commission Resolution No. 3289
2. Location Map
3. Exhibits "A"-"D", dated September 4, 1991.
JG:lh:vd
July 25, 1991
ECR & TAMARACK AVE TRAFFIC
INTERSECTION & SIGNAL MODIFICATION
•
City of Carlsbad
PCD/GPC 91-3
•
'
•
•
•
GENERAL NO TES:
1. All work shall be performed In accordance with approved project
plans and specifTcatlans, the 1991 Standard Spec/fTcatlons for Pub/le
Works Construction (Green Sook), the Son Diego Regional Standard
Drawings, City of Carlsbad amendments ta the Standard Drawings
and Specifications, and specified Ca/trans Standard Plans and
SpecifTcatlans. •
2. The contractor shall design, construct and maintain all safety
devices, includlng shoring, and shall be solely responsible for
conforming to all local, State and Federal safety and health
standards, laws and regulations. Appropriate safety precautions
and adequate barricading shall be In place at all times.
3. Department of Occupation and Safety &: Health (DOSH) Note: The
Contractor rs required to obtain a permit from DOSH prior to
commencing construction for trenches or excavations which are 5
feet or deeper and in to which a person Is required to descend.
A copy of the DOSH permit shall be provided to the Inspector•
before excavatron.
4. Any Contractor performing work on the project shall famlllarrze
himself with Jobsite conditions and shall be solely responsible
for any damage to existing facilities or Improvements resulting
directly or indirectly from his operations, The Contractor is
referred to Section 7-9 of the Standard Specifications.
5. The Contractor shall maintain adequate dust control measures
throughout the duratfon of project construction. Project sfte
maintenance shall conform to Sectfon 7-8 of the Standard
Specifications. Dust control efforts to be continued until
improvements are accepted by the f:ngineer. .
6, All street pavement damaged during construction
and replaced at the Contractor's expense to· the
of the f:nglneer.
shall b" removed
satisfaction
7. Moterrat or debds shall not be stored or remain in the pub/le
rlgh t of way without prior approval by the Engineer.
8. Haul routes shall b" provided by the Contractor and approved
the Engineer.
by
9. Na work shall be commenced un1" all permits have been obtained
from th" City and other appropriate agencies. The cont~actor
shall notify the City of Carlsbad at least flvtt (5) working days
prior to starting construction so that Inspection may be
I 0.
11.
12.
13.
14.
provided. (Phone 4.38-3550)
Access for fire and other emergency vehicles shall be maintained
at all times during the construction.
All distances for improvements are In a horizontal plan.,,
Any ground water encountered Is to be Intercepted and conveyed ta
a point of disposal approved by the f:ngineer.
. ' The Contractor shall maintain a set of "As-Su/It" drawings on[
whfch all changes or varlatlo/\s in th.e work, '!;eluding utilities,
are to be recorded. A copy of a// As-Su/It drawings spa// be
provided ta the f:ng/neer upon project completion. .. ,,
Fire hydrant markers shall b" replaced in the street adja'cent to
all eX'lsting fire hydrants In conformance with requlrement,s of
Son Dfego Regional Standard M-19. ' · 1
'
G)
*®
EX. PAVEMC:NT TO RC:MAIN
I I
/
PLANS
VARIES 53'(EL CAM. REAL)
VARIES 32'-33.3' (TAMARACK)
i-------< 7 J-,t-----
VARIES t;; VARIES 0-15'
81-',.,.__.__..-,5,,.,.5,,'.;--=-'YA,,.R,,.,IE'c'S~i-----V_A_R"-IE_S ___ --i
~ l:5w 5.5-16.5
i ES
.. ----
---------~---------
2
TYPI9AL SECTION
TAMARACK IN 1£RSECTION
NO SCALE
FOR
@ 4" P.C.C, SIDEWALK ON 4" C.A.8.
AC PAVC:MENT (4" AC/17" C.A.8.-TAMARACK) @ FINISH GRADE O 2-" MIN. ANO HYOROSEED
(6" AC/17" C.A.8.-EL CAMINO REAL)
(» 6• P.C.C. CURB &: GUTTER ON 6" C.A.B.
@ SAWCUT C:X/ST. AC PAVEMENT. NEW PAVC:MENT TO MATCH EXISTING .
Q) RC:MOVE & DISPOSE EXIST. SURFACE'
/MPS. EXCEPT AS NOTED ON PLANS UTILITY NOTES:
1. n,., eX'/stence and location of underground u tr/it Tes or stn,ctur~s
shown on thes" plans were detfrmlned from a search ,of available
pub/1c records. The Contractors attention is directed ta the •
possrbte exfstence of underground facllitfes not known or In a
location different from that sl:lown on the plans. The Contractor
shall determine the Focatlon and depth of all utllitles,
lncludlrig servfc., connections, that may affect or be affected py
hfs operations and shall take adequate measures to protect the
underground utllitfes shown on the plans and thos" facilities
encountered during constructfon but not shown on the plans.
2. Before excavating, the Contractor shall verify the location of
eX'isting underground ut/1it1es by contacting each of the
fa/lowing 48 hours prior ta commencing work;
Underground Service Alert (USA)
Gos &: Electric: S.D. G. &:£.
Telephone: Pacific Se//
Water: Carlsbad Municipal Water District
Sewer: City of Carlsbad
Cable Television; Daniels Cablevlslon
(800) 422-4133
3. The contractor shall verify the location of all existing . 0 Fae/litres (aboveground an.d underground) within th" praJei;t srti,
su Fflcfently ahead of the construction to permit the revfs(~ of
the construction plans if it Is found the actual locations qre In·
con111ct with the proposed work. This work shall be at thi, 1 •
Con tractor's expense. .
4. Existing ut/Titl"s in conflict with the proposed work shall be
removed, relocated or adjusted by their respective owneq1 unless
otherwise specified. The Contractor is referred to Section 5 of
th" Standard Specifications.
5. The Contractor shall ma/ntarn the service of all exrstlng water
and sewer utilities during construction; • The Contractor shall be
responsible for any damage to existing water and sewer mains
durfng constructfon. •
6. All underground utility Installations within this project shall b"
completed, tested and approved prior to construction of
permanent street or other surface Improvements.
SHOWN ON PLANS
NOTE: 'f' IND/CA TES ELEVATION
NA TT\/£ SIUSGRADE' MA TERI AL BELOW TH£ ASOVE IMPROVEMENTS SHALL 9£ SCARIFIED
TO A DC:PTH OF 12• BELOW FINISHED SUB-GRADE AND COMPACTED TO A RELATIVE
COMPACTilON OF 95%.
* THE PAVEMENT SECTION BOUNDARY LINE SHALL SE THE PROJECTION OF THE NORTHERLY
CURS LINE OF EL CAMINO REAL.
TRAFFIC CONTROL NOTES:
1. Traffic control shall btt in accordance with Sect/on 7-10 of
the Stand,ord SpecifTcatlons, Special Provisions and
Ca/trans Manual of Traffic Controls far Constructfon and
Maintenance Work Zones (1990 f:dftion).
2. All travel lanes must be a minimum of 12' wide unless otherwise
approved by the Engineer.
3. Trench plates to be provided with skid resistant surfaci,, •
4. The Contr,octar shall submit a separate traffic· ce>nt.ro/ plan for
work zone,s outside that shown on Sheet 5. • • •
,.
CARLSBAD MUNICIPAL
I. If requir.,d, construction of watermaifis'""'an'cfappurt~~aoJes'' shall
NOTES:
be fn accordan_ce with adopted CMWD Standard Plans' and Specifications,
January 1987 edition or as amended.
2. Sefor" any connection or shut down of valves on exrstlng CMWO
water /Ines, a permit shall be obtained from CMWD. Thti
permit must be signed and approved by th" District Engineer
and District Superintendent.
3. A pre-construction conference shall be held a minimum of
seven (7) days before constructfon begins.
4. The Contr,actor shall coordinate his work with District representatives
and shall not(fy CMWD 48 hours prior to starting work. and
crossing af water /Ines so Inspection may be provided, :
Telephone no. (619) 4J8-3J67. .••
_ _,ROU~
PRO.JECT SITE
VICINITY MAP
NO SCALE
APPROVAL: CARLSBA~, MUNICIPAL WATER DISTRICT
40315
Dislri.d Engineer ROBER J • J, GREANEY RCE Dale
ENGINEER OF WORK:
STANDARD SPECIFICATIONS:
1. STANDARD SPEC/F'/CA TIONS FOR PUBLIC WORKS CONSTRUCTION (1991 EDITION)
2. STANDARD SPECIAL PROVISIONS, STANDARD DESIGN CRITERIA, CITY OF CARLSBAD,
DATED 6-19-87.
3. CAL TRANS STANDARD SPECIF/CATIONS (1988 EDITION)
STANDARD DRAWINGS:
1. SAN DIEGO REGIONAL STANDARD DRAWINGS (S.D.R.S.D.), SEPT. 1988 EDITION,
2. CALTRANS STANDARD PLANS JANUARY 1988 EDITION.
LEGEND:
IMPROVEMENTS:
PCC CURS AND GUTTER
A.C. PAVEMENT
S.D.R.S.D.
STD. DWG.
G-2, TYPE' G
REMOVE &: DISPOSE EX. SURFACE IMPROVEMENTS EXCEPT AS NOTED ON PLAN
P.C.C. SIDEWALK
STORM DRAIN
TYPE n9" CURB /NLC:T
PEDESTRIAN RAMP
EXISTING:
A.C. PAVEMENT
SEWER LINE
WATER LINE
GAS LINE
C:LC:CTRIC LINE
TELEPHONE LINE
A.C. 8£RM
CURB, GUTTER 8t SIDEWALK
CC:NTERLINE
RIGHT-OF-WAY LINE
STREET LIGHT
FIRE HYDRANT
MANHOLE
VALVE
STORM DRAIN
G-7, G-9
0-60
0-2
G-27, TYPE A
REFERENCE DRA WJ.NGS:
CITY OF CARLSBAD DRAWINGS : 179-3, 177-8, 200-4, 195-9
COUNTY OF S.O DRAWINGS : UY 1856
BASIS OF BEARING:
SYMBOL
!\\=~~\~~\~\~~~\:\=\\~= I
P#//11
[o)
-s--s--
w---w--
-T--1--·-
THC: BASIS OF SEARINGS IS THE CENTER LINE OF C:L CAMINO REAL NORTHWEST OF
TH£ INTERSECTION 'MTH TAMARACK AVE'. PER RECORD OF SURVEY 1800-1.(N60'01'00"W)
BENCHMARK:
BRASS CAP IN WELL aox AT n-lE CENTER LINE OF THE INTERSECTION OF f:L CAMINO REAL AND CHESTNUT AVE'. ELEVATION 280. 76 M. S.L
SHEET INDEX:
SHEET NO. DESCRIPTION\
I
2
3
4
5
6
., ..
TITLE S):IEE! _
STREET IMPROVEMENT PLANS • ! . .
SIGNING &:jJ'RIPING PLANS
s1~yJ:'TtON /I/OTES &: DETAILS
. -=--SIGNALIZA 110N PLANS
TRAFFIC CONTROL PLANS ~
I hereby declare that I am the f:ngineer of Work far this project, that I have exercised responsible
charge aver th" design of the project as defined In :section 6703 of th" Business and Profesr;lons
Code, and that the design, Is consistent with current standards.
'
I SHE1Er I ~-c_1 r_v_o_F_c_A-'-R_Lc_s_s;:.;_A_o _ __. I sHE6crs I _ ENGINEERING DEPAR'!l,IENT
IMPROVEMENT PLANS FOR:
I understand that the check of project drawings and specifications by the City of Carlsbad is confined
to a review only and does not relieve m", as Enginee;,r of Work, of my responsibilities for project
design. oFESSi
'
TI-IE INTERSECTION AT TAMARACK
A VENUE AND El CAMINO REAL
R. THOMAS KRESS
i\li s ~ .. "~w,s -to>"""' '1; z; q,. No. +2408 \/' j,
\l! !,I
-----------------1 \Af'_P_R_O~VE=D~: _________ _
.RE 23889 CITY ENGINEER DATE
. . 42406 3-31-92
DATE R.C.E. EXP.
8407.01
DRAWING NO .
321-5
05-31-91 $TAMX-TS.dwg J.K.S.
---------------
Q) ,--1--,1--,--1--1---<---l--+--+---4--4--4---l---l-t---l---lWl-l-l-l-.)._.j__.j__ . .J---l--t·--l---lWWf---1-+---+---+---+---+---+--+--+-+-+---1--l---l--+---1---+-+--+--+-l-l-l-l-ll-l-l-l-+--+--+--+-1!Gsf--+-+--+---+---'---"--L.._. __ --L.__ ----'~--"--.L--'----'----J__ -1-.---1
1 O' 5' 10'
~ 0 0 ~ __ _ _ +---+---+---+---+____,---+____, _ ___,____,_ +--+--· 1---__ 1----1----1----l----l----l---l---+--+---+--+----+----+----+--l---1----+-+--+--+--+--+-+-+--1--1Hf--f--!--l----+--+-+--+-++-+-+--+--+--+--+-+-+-+-+-+--t-"'t--,r--r--t-t-+--+--r+-+-+--++-+=''+--+--+-+-+ -1---4--1----~ >
.----TOP OF CURB r 1y~il CURB
~TER / .----LIP OF GUTTER--------..._
.
I
c r ' u 5
f---!----!---+--+--4-4--1---l-~-+---+---+---+---i--i--+--+--+--+----+---+-+---I---I ~~el--.J---+-+--+--+---+---+--+--+--+-+--t---+-+--l--l--l---\---t--+--JI--J.--+-l-1-1-ll-l-1-\-1-1-+--+--+-+-+-+.:t;;cf-+++++-:-.;t-~F':-lf--+-+--+---:b H-'I ~=-+-_-+,-+-+-+-+--+--------
7
---+..:,--------------~-~---+----
-.....:..,~--i.-......-1'0, 5'-0.5'-
0,83'
FLOWLINE
GUTTER TRANSITION
NO SCALE
:
•' ~t'
-------+-----W--n-----+----+-----;i1-. l
~
0+69.76 /29.88' LT)
EX. TRAFFIC LT.
@ 494+99.48 (61.60' RT)
EX. ELEC. VALIL T
'
i
I I
-
@ 0+75.68 (35.22' LT)
EX. GAS VALVE
@ 0+98.84 (60.21' LT)
EX. S.D. INLET
1+30,06 (16.62' LT)
EX. WATER VAL VE
G) 1 +30 38 ( 48.65' LT)
EX. FH
,m
'
SECTION 8-8
--·--
v:,
OF H'-OF-Nl W-JP ----
O A CH 51 FFI •
j-' XI . lU LE Pl >E
-_,-~' OHi E£-l NE fl 'E--1,---~
\ \ I ~IS C. '. I .R ET IL EU W ~--~
----+--+-+-+-+--+--+--+-+-!--+-+· --1--1--1f--f--f--!-+-+----+--+-+--+-+--+--+--+--+--+--+--+---+--+--+-+-H"'1-' _-+\-:k--\--l/ Ji " -=· ---~ -C ---1--+-+-I-
J \.
.I. = 80. 27 f--f--+-+--+--+--+--1-+--l-+-+--+--+--+--+---+--+-+-+-+-+-+-+-+-+-+~---+--+--+-+-+-+-+-+--+---+---+--+--+---+--+~-+-+-+-+-f--+-~--+-+--+--+-+-+-+--+---+--+--+--+---+--+~~-+-+-+-+-+-+-~f---+--+--+--+-+-+--+--~
-V
RIDGE LINE ELEVATIONS TO BE ESTABLISHED
BY STRAIGHT GRADE LINE BETWEEN ELEVATIONS
OF EXIST. PAVEMENT AT ENO POINTS,
495+22.10 PCR
1
EX. TELE. RISER
495+ 70.96 169 . .39' RT1
EX. SIGN
_ 495+40.47 (80.11' RT)
; EX. ST. LIGHT
495+23.68 (55}5~ RT) '-::-,--:c-__;,-""7"_"'--16
EX, ST. SIGN . ., ;
495+05.50 rc.1.JO,..RTl 7 EX. [L!;G,. PU[LBOX ...;_.....: ..... -
0+88.13 PCR
'---"o~+..-.9-"-D.c-c6_,,_.3 _____ -l5
5' TYPE B INLET
.,_,,,0":-+ ,,__9 7':"'-"45":-~ /6"-'2"'. 8...,4,_' _.L"-T\'----{7
EX. ELEC. PULLBOX
0+99.68 (64.23' LT) ~--~--~----<7
EX. TRAFFIC LT. UTIL. BOX
"--'1-"+-'4..:..9 ·..:...3..:..0 _,(..c.4=.:5 • ..:..0.:...1 '_;L:..:.T.,_) ---{1
EX. SIGN
---...._-;;.,1 +77:...,4:,.,:. 9:-:2~( 4C.:::3-:c. 0:;2:::' c:'-L T:.,)'----{1 EX. WATER METER
1 + 76.04 ( 40.65' LT) ----::::":-'-:':':':-=~-'====-:..L...--{1 EX. WATER METER
1+77.9±t. TAMARACK
MATCH EXIST. CURB, GUTTER
lie S /W @ EXIST. BC
6
-
V
497
. . -
I
I
I 18" RCP
ST CORM DRAIN DAT A
' D, or BEARING RADIUS LENGTH REMARK
1 N H-06'12" E 18.5' is• RCP (1350-0)
,------~'-------'----'--'----'--~-------'--,' •• CURB DATA
/),or BEARING RADIUS LENGlH REMARK
1 N 29"52'12" E 91.4'± 6" TYPE G C&G
2 90-07'48" .35.00' 55.06' 6" TYPE G C&G
3 N 60'01'00" W 129.9'± 8" TYPE G C&G
EXIST. INLET STRUCTURE
TO KIEMAIN
TOP OF EXIST.~
INLET OPENIN~
-7-----i --
A J EXIST. CURB le GUTTER
TO BE REMOVED (fl'P.)
------T-
1 I . ' • • I I
__ LJ I -,, -f · -, I JL
12 LAP I 6"1 --
DOIIH #4 BAR l
INTO WALL OF EXIST. 4" BAR -TYP. fl'P.
INLET AND GROUT (TYP.)
/
. NEW FINISH GRADE TDP OF [XIS T.
.!_l:J_LET l---,----1,~~2%~. =M==IN'-. -
N4 EIAR-\ =»>· -----•. \ ~1
-_______. ' y-1"' --7
NEW CONCRETE TO _____.,,,.,.-3• :" ~ --J
BE FLUSH ~TH EXIST. ---, -;
INLET OPENING ON 1 1
-ALL SIDES SECTION A-A .'-!
EXISTING INLET MODIFICATION DETAIL
, NO SCALE -\-
I t::.::.·-:.::.::.::.:.~• ::.::.::.::.-~--;~;,;~;::::± •::4
":'.07il.ll,_-...','" ~ t 1--------------..
2-#3 b @ 8" --<)?.• J ..:.~ )
LANDSCAPING NOTE
THE CONTRACTOR SHALL FERTILIZE, HYDROSEED AND APPLY MULCH
TO ALL AREAS DESIGNATED TO BE HYDROSEEDED. THE HYDROSEED
MIXTURE SHALL BE AS FOLLOWS:
SEED LBS. /ACRE
E.RIOGONUM FASCICULATUM
(BUCKWHEAT) 20
IVA HAYESIANA
(SAN DIEGO MARSH-ELDER) 5
ESCHSCHOLZIA CALIFORNICA
( CALIFORNIA POPPY) 5
ENCELIA CALIFORNICA
(CALIFORNIA ENCELIA) . 5
COREOPSIS MARITIMA
(SAN DIEGO SEA-DAHLIA) 3
TRIFOLIUM HIRTEUM HYCON
(CLOVER) 30
MIMULUS PUNICEUS
(MISSION RED MONKEY FLOWER) 2
LOTUS SCOPARIUS
(DEER WEED) 2
TOTAL 72
MULCH SHALL BE APPLIED AT NO LESS THAN 2,000 POUNDS PER
ACRE AND FERTILIZER AT NO LESS THAN 1,000 POUNDS PER ACRE.
SEE SECTION 212-1 OF' THE SPECIAL PROVISIONS.
CONSTRUCTION NOTES
I G) PROTECT EXISTING IMPROVEMENT IN PLACE.
® CONSTRUCT 4" AC OVER 17" C.A.B. PER PLAN,
PROFILE AND TYPICAL SECTION. SEAL COAT NEW AC.
@ CONSTRUCT 6" AC OVER 17" C.A.B. PER PLAN,
PROFILE AND TYPICAL SECTION. SEAL COAT NEW AC.
@ SAWCUT. INCLUDES ALL A.C. AND P.C.C. REMOVALS AT THE
LIMITS OF CONSTRUCTION. NEW PAVEMENT TO MATCH EXISTING.
@ CONSTRUCT TYPE B CURB INLET PER S.D.R.S.D. D-2.
EXIST. GAS MAIN TO BE RELOCATED BY OTHERS.
REMOVE EXISTING SIGN AND DELIVER TO 405 OAK AVE.
TO BE RELOCATED PER SIGNALIZATION PLANS. SEE SHEET 5.
FINISH GRADE @ 2% MIN. HYDROSEED GRADED AREA
PER LANDSCAPE NOTE.
PEDESTRIAN RAMP PER S.D.R.S.D. G-27 TYPE A.
DE-ENERGIZE SERVICE LINE AND REMOVE AND
SALVAGE EXIST; STREET LIGHT AND PULLBOX AND DELIVER
TO CITY YARD.
(j]) FINISH GRADE TO MATCH EXIST. GROUND AT
LIMIT OF CONSTRUCTION (BACK OF EXIST. WALK) .
@ TO BE RELOCATED BY OTHERS,
0
0
@
ADJUST EXIST. 'IMPROVEMENT TO NEW FINISH GRADE
CONSTRUCT 4" PCC SIDEWALK
NEW PAVEMENT TO SLOPE FROM RIDGE LINE TO MATCH
EXIST. PAVEMENT.
@ MODIFY EXIST. STROM DRAIN INLET TO CLEANOUT
PER DETAIL @ LEFT.
j BREAK HOLE IN SIDE OF
CUT EXIST. REINFORCING STEEL---I EXIST. C.O. W/MIN SPALLING
@ CENTER OF HOLE FOR PIPE lie ~ AND W/OUT BREAKING EXIST. I SH2EET I CITY OF CARLSBAD I SHE6ETS I
BEND INTO CONCRETE COLLAR ! REINFORCING STEEL. SANDBLAST
CLASS 560-C-3200
CONCRETE
WALL EX. C.O.
EXPOSED REINFORCING STEEL.
CONNECT 18" RCP TO EXIST. CLEANOUT DETAIL
NO SCALE
t=l BSI Consultants, Inc.
16880 W Bernarda Dr.
San Diego, CA 92127
(619) 451-6100
1---+----+----------------+-----< ENGINEERING DEPARTMENT
f---+'----1-----------_----+----1
STREET IMPROVEMENT PLANS FOR:
i\1 1 E ~SEC~ JN "' TAM \RACK AVC.
AND EL 'NO ~[!\_
f---+---+---------------+----1\AP_P_R_o_VE_D_= ________ _
f---+---+----------------1----1. RE 23889 CITY ENGINEER
DATE BY DESCRIPTION APP'O OWN.BY: t\t5• --~~--------------....-....c--'--...c...-i CHKO.BY:_...,.,_,___ REVISIONS DESIGN.BY: M.E.C.
PROJECT NO,
3363
7422.01 D5-31-91 TAMX.dwg J.K.S. -
---DA-TE---1
DRAWING NO.
321-5 B
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CAMINO REAL
--------------------nR260BL ----' ,, R26DBL f'----~~,,_1 ____ -------------~------------2 -'!> . . \ .. --. --------------------------------------------------------------------
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TAMARACK AVE.
kl
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MATCH EX. STRIPING---------~---'
~ §
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GENERAL NOTES:
1. TRAFFIC STRIPES, PAVEMENT LEGENDS ANO RAISED PAVEMENT MARKERS PER CAL TRANS
TRAFFIC MANUAL, MAINTENANCE: MANUAL, STANDARD PLANS AND STANDARD SPECIF/CATIONS
SECTIONS B4 & BS, JANUARY 19BB(A-20A,A-20B,A-20C,A.:..24B).
2.
.3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
PAINT/NO PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIF/CATIONS
FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC).
R£FLECTORIZE AL/. STRIPES ANO LEGENDS. PAVEMENT LEGENDS AND MARKINGS SHALL MATCH
CITY OF CARLSBAD PAVEMENT STENCILS.
TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COA rs.
ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY SANDBLASTING.
PAVING DAMAGED DUE: THE REMOVAL OF RAISED PAVEMENT MARKER$ SHALL BE REPAIRED
TO THE SA TTSFACTION OF TH£ ENGINEER. ""'
ALL SALVAGED'S/GNS AND POSTS SHALL BE DELIVERED TO THE CITY YARD AT 405 OAK AVE:. { -. -.
• NEW SIGN P<?SJS SHALL 8£ 1 .3/4n SQUAR£ TELSPAR SE:T IN STEEL BREAKAWAY A~CJ-1f>R~.
STRIPING SHAI.J. BE CAT TRACKED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO
FINAL INSTt,LCA,TION. MINIMUM OF ON£ WEEK NOTICE: REQUIRED BY TH£ CITY TRAFFIC l
-ENGINEER· FOR1APPROVAL OF STRIPING. "
.
AL/. STRIPING AND SIGNING SHOWN _$HALL 8£ INSTALLED BY TH£ CONTRACTOR.
WHERE POSSIBLE, SIGNS SHALL 8£ INSTALLED ON STREET LIGHTS.
ALL SIGNS SHALL 8£ STANDARD SIZE:, UNLESS NOTED OTHERWISE.
STRIPING NOTES:
(D PAI/NT 4" WHIT£ LANE LINES AND INSTALL RAISED PAVEMENT
MARKERS PER DETAIL 12.
@ PAI/NT 12" WHIT£ CROSSWALK LINES. CROSSWALK LINES
SHALL BE SPACED AT 10' APART. EXTEND LAN£ LINES IF NECESSARY.
@ PAI/NT 6" WHIT£ BIKE LANE LINE PER DETAIL .39 AND .39A.
@ PAI/NT PAVEMENT LEGEND AS SHOWN (TYPE VI ARROW,A-24B). SPACE PER FIG.6-11,CAL TRANS
TRAFFIC MANUAL.
@ PAINT PAVEMENT LEGEND AS SHOWN (TYPE I ARROW,A-24B;A-24C)
(J) EXTEND PAVEMENT MARKINGS ANO RAIS£D PAVEMENT MARKERS PER DETAIL 29.
SIGNINIG NOTES:
[I]
III
Ill
INSTALL 36" X .;56" W75 SIGN AND POST. • I ✓--
INSTALL .36" X 36n W11 SIGN AND POST._ Pl.AC£ PER FIG. 6-11 OF THE CAI.TRANS
REMOVE AND SALVAGE EXISTING R49 SIGNS AND TYPE II PEDESTRIAN BARRICADE.
8J REMOVE AND SALVAGE EXISTING R49 SIGNS FROM TRAFFIC SIGNAL POL£.
'
TRAFFIC MANUAL.
t----t--t-------------t---11 SH3EET I CITY OF CARLSBAD I SHE6ETS I
;:==='-'===E=N::::Gl::N:::::EE::::R::::IN::G~DE:::::P=A::::R::::TM::::E::::N::::T==::..'.:=::::::::::;
PLANS FOR THE SIGNING AND STRIPING OF:
EL CAMINO REAL&TAMARACK
STA. 494+07 TO STA. 504+00
I ; ,. -1111rJ BSI Consultants, Inc. -l 16B80 W Borcacda 0,. DATE BY , San Dlego, CA 92127 i---~~-----~~~-'-'~-----~~--"'-,
(619) 451 6100
!APPROVED:
I CITY ENGINEER DATE RE 23889
DESCRIPTION APP'D OWN.BY: PROJECT NO. DRAWING NO. CHKD.BY: 3363 321-5 REVISIONS FIELD BK:
7422.01 05-06-91 $EL TM.dwg J.K.S.
C
. LI~IT OR CROSSWALK LINE
-DIRECTION OF TRAVEL
-._2' -----:r-CENT[R LOOPS IN LANE ., -, --
~~
70'--
TYPICAL LOOP LAYOUT
NO SCALE
\/
_,I,
f
PHASE DIAGRAM
GROUP A GROUP B
PHASE I PHASE 2 PHASE J PHASE 4
.,._ ____ ..,.
PHASE 5 PHASE 6 PHASE 7 .1 PI\ASE 8 .
I
-------·
DETECTOR---....
1• P~ NIPPLE LENC11/ AS •
REQUIRED
1.5" TO 1• REDUCER _/IF:-?11-t---
.
SIGNAL HEAD HOUSING
BACKPI.A TE -~
-
DETAIL A
NO SCALE
DETECTOR ASSIGNMENTS
OCT. PHASE ~OT REID TERMINAL
\ 1 1111 1'-11.?
.·• j G .1,i1 TI-~
l I 6 J71 11-.
4 6 JJU 1J-QJ,,n
5'· 7 Bl 15-'iK
6 4 Ill ~ 11.?
7 5 JIU l1-,.,
8 2 1211 T4-IM
9 2 I! T4-
10 2 Ill 12-516
II 3 I~ T4-5a6
12 8 .till Tl-516
13 8 s. Tl-7&11
PPB 2 11211 TB-4 & ml 6
PPB 6 Ill! TB-7 & ml 9
PPB 4 11! TB-5 & ml 6
PPB 8 n1 18-8 & ml 9
[vlt 2+5 J12L T9-4 & C(M 6'
EWE 3+8 J12U T9-8 & ml 9
[\fl£ 1+6 Jill T9-5 & ml 6
l\t't 4+7 J1l 19-7 & C(M 9
tl}.~ --11411 1'9-10 & ml 12
LEGEND:
.·
ABANDON. IF' APPUED TO CONDUIT, ROIO't! CONDUCTORS.
INSTAil CONDUIT INTO DIISTrNG PULL 90X.
CONNECT H~W AND [XISTfHG CONDUIT. DO',£ E)//STfNG
CONDUCTr11$ AND INSTALL CONDUCTORS AS IIID/ct.TfD.
'
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I
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.ii' '
~ REMO\f AND SALVAGE' [QIJ/P/,IENT.
~ SPLJCf NEW TO (XISTfHG CONDUCTORS.
/cf
..
•
GENERAL NOTES
1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO CAL TRANS STANDARD SPECIFICATIONS
SECTION 036 AND CAL TRANS STANDARD PLANS (DA TED JANUARY 1988).
2. LOCATION OF' ALL UNDERGROUND UTILITIES ARE APPROX/MA TE. THE CONTRACTOR SHALL
DETERMINE THE E><ACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE.
PHONE UNDERGROUND SERVICE ALERT AT 800/422-41.33. POT HOLING REQUIRED FOR
UTILITIES SHOWN OR NOT SHOWN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
AND COSTS FOR THE SAME SHALL BE INCLUDED IN CONTRACT 8/0 PRICE.
3. OBTAIN APPROVAL FOR E><ACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT.
PERFORM STRIPING REVISIONS PRIOR TO LOOP DETECTOR LAYOUT.
4. ALL NEW LOOPS SHALL BE 6' x 6' AND CENTERED IN THE LANE EXCEPT AS SHOWN.
U~DLJWTL~EL~S~WW~~~~
5. ALL NEW VEHICLE IND/CATIONS SHALL BE 12" AND CONDUIT 2" RIGID
METAL EXCEPT AS SHOWN.
6. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING
IS OPERA TIONAL.
7. REMOVE ALL EXISTING CONDUCTORS AND INSTALL NEW PER CONDUCTOR SCHEDULE.
8. TEMPORARY OVERHEAD WIRING WILL BE: REQUIRED TO KEEP SIGNAL IN OPERATION
DURING CIONSTRUCTION.
9, CONTRAClTOR SHALL INSTALL NECESSARY SIGNAL FRAMEWORK AND /.S.N.S.
MOUNTING HARDWARE FOR RELOCATED EQUIPMENT.
10. CONDUCT<DR AND POLE SCHEDULES ARE FURNISHED FOR INSTALLATION GUIDELINES ONLY. IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO FURNISH THE REQUIRED EQUIPMENT FOR THE
INTENDED OPERA TTON. •
11. ALL VEHICLE JNOICA TTONS SHALL BE 12 INCH WITH GLASS LE:NSES ANO BACK PLATES.
12. ALL PULUBOXES SHALL 0£ #5 UNLESS SHOWN OTHERWISE.
13. CONTRACuOR SHALL EXERCISI! E><TREME CARE: TO AVOID DAMAGING EXISTING UTILITIE:S.
14, FLASHING IND/CATIONS SHALL BE RE:D ON ALL PHASE:$. PEDESTRIAN SIGNALS SHALL BE BLANK
DURING FH..ASHJNG OPERATION.
15. INSTALL /INTERNALLY ILLUMINATED STREET NAME SIGN. SEE POLE SCHEDULE: AND SPECIAL PROVISIONS.
16. LUM/NA/RES SHALL HAVE INTEGRAL BALLASTS AN() PHOTO-ELECTRIC SWITCHES (TYPE: IV) .
17. TESTING OF' COMPLETE CONTROL EQUIPMENT AND CABINET WIRING SH'ALL BE ACCOMPLISHE40 AT A
-FACILITY APPROVED BY THE: CITY OF CARLSBAD. • CONTRACTOR SHALL DELIVER AND PICK UP EQUIPMENT.
18. INSTALL 8 PHASE TYPE 17D CONTROLLER TO PROVIDE OPERATION AS SHOWN WITH TYPE: 200 SA OR
EQUAL PROGRAM, AND LOOP DETECTOR SENSING EQUIPMENT. MOUNT CONTROLLER IN TYPE: JJ2 ALUMINUM
CABINET. (SE:£ SPECIAL PROVISIONS)
19. INSTALL lrYPE II/ SERVICE WITH SOA-IP BREAKER FOR SIGNALS (METERED), 15A-/P BREAKER FOR SIGNS
(METERE:D1). JOA-IP BREAKER FOR LIGHTING (UNMETERED).
20. INSTALL cl/PE SIGNAL HEAD MOUNT DETECTOR ASSEMBLY.
21. INDUCTIVE LOOPS SHALL Be PER STANDARD PLANS ES-SA AND E'S-50. ALL LOOPS SHALL BE SPACED
AT 10' UNLESS OTHERWISE: SPECIFIED. LAYOUT SHALL BE APPROVED BY ENGINEER IN FIELD PRIOR TO
SA WCUTTl:NG.
22. ALL PAVEMENT LEGENDS SHALL BE CAL TRANS NON-METRIC STENCILS AND SHALL MATCH THE CITY OF'
CARLSBAD UTILITIES ANO MAINTENANCE DEPARTMENT PAVEMENT LEGEND STENCILS. LIMIT LINES SHALL
BE FIELD LOCATED.
23. ALL EQUIFPMENT REMOVED AND SALVAGED SHALL BE DE'LIVERED TO THE CITY OF CARLSBAD MAINTENENCE
YARD AS DIRECTED BY THE CITY INSPECTOR.
24. MAST ARN-A SIGNS MOUNTED PER DETAIL "U",ES-6T. ,
2.5. SIGNS SH:ALL BE MOUNTED ON 1 J/'4" SQUARE TELSPAR POSTS UNLESS INDICATED OTHERWISE.
26. CONTRACTOR SHALL INSTALL W'41 ANO PAVEMENT LEGENDS (SIGNAL AHEAD) 550' TO LIMIT LINE ON PAR
AS DIRECTED BY THE: CITY INSPECTOR.
27. ALL SIGN/ING AND STRIPING TO BE DONE BY CONTRACTOR.
28. CONTRAC'TOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY
SANDBLASTTNG. SANDBLAST/NG DEBRIS SHALL BE REMOVED PROMPTLY .
•
I ~~ET I CITY OF CARLSBAD I~~TS I ENGINEERING DEPARTMENT
PLANS FOR THE SIGNALIZATION OF:
EL CAMINO REAL&TAMARACK
STA. 494+07 TO STA. 504+00
' I I:PROVED:
CITf ENGINEER DA'TE
OWN.BY: PROJECT NO. DRAWING NO. APP'O CHKD.BY: 3363 321-5 FIELD BK:
OVERHEAD 04 25 91 $ELSGTI. dwg MWG .
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---
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°'WG CIRCUIT _,
-2
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116 _,
18
12P f/4 HP
'6P _.
-2 PPS
'4 PPS
116 PPS
18 PPS
PPS C(N,IIJCJI
SPARES
TOTAL
fJfl CNH
/11,l l,:i.11,:J,
' ~C(Ul(JI
/10 LlllNAIIE
TOTAL ., ' ~ ~lf<l " 2f/6 12
rnlf fl
8 H
IXC -s _, ,,
18
TOTAL
C(J/{)IJIT~ZE
ALL C(lf)IA'fS ME D1S'TWC
Ult£SS tlJICA1ED 01/£Rlltl.
(N}=la COOIJIT
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2 2
1 1
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SCHEDULE
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(£XIST. POLE &
MAST ARM)
MATCH LINE
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POLE SCHEDULE
a STANDARD ARMS LUMIIIAK rtPE l(JGHJ SIG. LUil
NJ 29-5-80. ,i '>.~ IS" 11112SO'MfS
I-A I p ---
'NJ Zf-4-80 JO' 4S' IS' IKJ2SO'MfS
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26 4-80 . .... 15' lRJ2SOffS
PED POST J-10" ---I-A II ---
ALL EQIJl'llNT IS D1STIIG UNl£SS /NDICA1ED 0111£Rlltl.
ALL PaIS ME ffR C4/. TRNIS STAM>.'JlD FtANS.:
PED PUSH BT.
rtPE PHASE QUAD
{NIR f r
8 6 N
8 6 N
8 6 E
11/IR 6 E
{RIil 2 s
8 2 s
{NIil f • ---
(II),,!« (R}--Rf'tfSE D1STIIG. (1/}=lllm D1SR, (C),aSTWG Pal POSITl!W.
e=ROTAlf PEIJ. llAD 90 OCGIICCS
SCALE 1" -20'
SIGNAL MOUNTING
\{IICl£
(R~~ (Riw-1-T
II TV-2-T
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TV-2-1
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PLACEUENT
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NO SCALE
STANDARD PLACEMENT
DETAIL
~-;:._-=-:.-=---=--=== =-===-=-===-=-:_=:=:=...::__.==--='--===l 1------~ 8/W --=t-7----
• ~-...::.==-.,,.-------------------------------i 1---~EXISTING 1• C., INSTALL 1-DLC. --r---
------------------------------------------4------------------\-,,
111
111 :;i
• JOO' TO X-WALK l 11 ~ :;:J
---, II
111
LU
498
REAL
---------------~---------------------------------------------
--RjW--
coNSTRUCTION NOTES:
OJ
11]
m
m
RELOCATE: MODEL 170 CONTROLLER, APPURTENANCES, AND TYPE 332 CASINET
COMPLETE TO NEW FOUNDATION.
INSTALL NEW 2• CONDUIT. JOIN NEW CONDUIT TO EXISTING AT POINT OF NEW
CONSTRUCTION. INSTALL 2 j(S, 2 110 AND 2 /12 CONDUCTORS l,JNSPLICED
FROM NEW CONTROLLER CASINET LOCATION TO EXISTING TYPE Ill SERVICE CASINET.
PULL SACK AND PROTECT EXISTING 12 PAIR /19 SHIELDED INTERCONNECT CABLE.
REPULL INTERCONNECT CABLE TO NEW CONTROLLER CABINET LOCATION THROUGH
NEW 1.5" SEGMENT.
INSTALL EVP DETECTOR PER DETAIL A, SHEET 4,
I: JJ' --~-JJ' _J I MATCH LINE.
•~---4J' 42' ~
L
12
u
£XIS llNG SIDEWALK
EXISTING METER
SDG&E VAULT
>-
MILANO Pof •mo.11As :::H~: DOCS NOT MATCH'
,,.--..$11/fB' LAYOUT IN THIS AREA FOLLOW EXIST.
SIDEWALK FRO/I TAMARACK TO VERIFY SE/?VIGf
POINT.
INSTALL 1" CONDUIT, 1-DLC
l'---4--4-~-----------4---,ISH5EETl~~C~IT~Y~O~F~C~A~R~L_S~B~A-□-~,SI-IE6ETSI .. . ENGINEERING DEPARTMENT
PLANS FOR THE SIGNALIZATION OF:
EL CAMINO REAL&TAMARACK
ST"-494+07 TO ST"-504+00
..---------:---,---_,l"'t----_ -_ ++---:c--_ -_ -_ -_ -~ -_ -~--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -~---1+---_ -~--,7 l.':~R=E~2=,3~6~6-=-9-=_=:._=:._=:._=:_"'_,~Cl!..'.TY~Ee"cN~Gt,,:N,,eE,,,,ER.,__ __ ;:::::::;;:~O~A~TE~:;:;;.=.~
I JI J7 BSI Coosull011ls, Inc. DATE BY '"P'D O'M-1.BY: ,---, PROJECT NO, DRAWING NO. ':: L ,,1 ~:~.::~··::,ff· 1---~~ ______ DE_S_C_R_IP_Tl_O_N_· ____ ~-=----; CHKD.B'fl_.,, __ , 3363 321-5 I:
---, (619) •51-6100 REVISIONS l'.:F~IE='LD~B~K:=== ~----~ V
7422.01 05-06-91 $ELTAM.dwg M.G. FILE: $El TAM
!APPROVED:
I
PAINT SOLID WHITE 8"-,
LINE.
THIS PORTION OF THE PLANS-~
NOT DRAFTED TO SCALE.
494+54.91 EC tEL CAMINO REAL=
10+00 t TAMARACK
?t Ii ti ! f I
r 'I\.J ' I I J '),' I
I I I I I I I ' ' I ' END C ITRUCTI0N CJ 3
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' ' ' ' I I I JI"' ' 1 "'J 11i1 I I _,_ -,.1_ -.., __ I--_, __ J_
EL
~-PROVIDE 4' WIDE P£DESTRIAN PATH TO CROSSWALKS.
SEP£RATE PATH FROM TRAVELED WAY WITH TEMPORARY
TYPE K RA/UNG PER CALTRANS STANDARD 811-30. SEPERA TE
PATH FROM WORK AREA WITH TEMPORARY CHAIN LINK FENCING.
CAMINO REAL
--------------------:~-----'-1~R=2~6~D~8~L~-1------------_______ a_R_2_6_D_B_L ______ _
: ~ _"":o ----~ ' ' ' ' I I ' ' ' I I ~
I L-------------
.. ----------------------------------------------------------------
1 ' '
: ~------r-.,· ... ___________ JJ)()~ _____________________ --:::--!rr. -i:s===-•==------------
: : ,i_~ :l -~:-;:t_._ ~--+------_ ~ olC _ --;::;; == == == ;::;; = -
+----~1~"~t-~'::: ~ "1-i::-• -:~~~-:: :: :: :": ~ _s: ::-::::::::::::: ~::::: ~~7: ~ :_==_: ~ : __ ~ ____________ 49r;-= = = = = = = _ = _____ _
PAINT PVMT. LEGEND AS SHP~--., • •••
REMOVE AFTER CONST. COM~LE~tON'. --
~~I
-Ula MUST ,__ R18
SIGN & POST
• PqOVIDE CALTRANS APPROVED
H CUSHIONS AS SHOWN.
----
GENERAL NIOTES:
1. TRAFFIC STRIIPES, PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS PER CALTRANS
TRAFFIC MAN/UAL, MAINTENANCE: MANUAL, STANDARD PLANS ANO STANDARD SPEC/FICA nONS
SECTIONS 841 & 85, JANUARY 19B8(A-20A,A-20B,A-20C);
2., PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIF/CA noNS
FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC).
J. ALL CONFLICTING LINES AND MARKINGS SHALL SE REMOVED BY SANDBLASTING.
4. ALL SALVAGED SIGNS AND POSTS SHALL 8£ DELIVERED TO THE CITY YARD.
S. Nt::W SIGN POST$ $HALL BE 1 J/4" T£LSPAR SET IN STEEL BREAKAWAY ANCHORS.
500' TO /MIT LINE 1TusT ,...._ SI -----
6. WORK WITHIN TH£ INTERSECTION, EXCLUSIVE OF CONNECTIONS, SHALL 8£ ACCOMPLISHED ON SATTJRDAY$ AND
SUNDAYS DURING DAYLIGHT HOURS. ANY D£VIATION OF THE$£ REQU/R£M£NT$ SHALL B£ IN ACCORDANC£
'MTH TH£ STANDARD SPEC/FICA TIONS AND SHALL BE APPROVED IN WRITING, IN ADVANCE BY TH£ CARLSBAD
CITY TRAFFIC £NG/NEER (619)438-1161.
.-,·;',
,. ,,
/
TO BE REMQ)VED AFTER
COMPLETION ..
END
CONBTRUCTI0
' I
' ' I I
' ' I
' ' ' I
' J;J
7. CONSTRUCTION TRAFFIC CONTROLS SHALL CONFORM TO TH£ STA TE OF CALIFORNIA "MANUAL OF TRAFFIC
CONTROLS F01R CONSTRUCTION AND MAINTENANCE WORK ZONES", PUBLISHED 8.Y CAL TRANS, DA TED 1990.
PLACE CONES AT 4' 0. C. WITHIN THE INTERSECTION 8. STEADY BURN LIGHTS ON TYPE II BARRICADES SHALL 8£ PROVIDED AROUND ALL OVERNIGHT WORK AREAS.
CONSTRUCTION AREA
-..._ _____ SEPERATE PATH FROM WORK AREA l'IITH 6' TEMPORY CHAIN LINK F£NC/NC.(TYP.)
DELINEATE PATH ENTRANCES 1'1/TH 11'54A AND 11'57 SIGNS.(TYP.)
(
~
CL081 RIQHT HAND LANe Al SHOWN. REFER
TO CALTRAN8 STD. T•tl FOR HOTEi AND DITAl.8.
9. ALL CONSTRUICT/ON SITE PERSONNEL SHALL WEAR ORANGE VESTS AND HARD HA rs. AS REQUIRED BY TH£ CITY
ENGINEER.
, 10. NQ;. MAT£R/AL,/D£BRIS SHALL 8£ STOR£D OR REMAIN IN THE: PUBLIC RIGHT-OF-WAY WITHOUT WRITTEN
•• ~APPROVAL OF THE: CITY £NG/NEER.
1_/ 11. TH£ CITY ENGINEER OR HIS R£PR£S£NTA TIVE R£S£RV£S TH£ RIGHT TO OBS£RV£ TH£$£ TRFFIC CONTROL
,· /,, PLANS IN OPfE.RATION AND TO MAKE ANY CHANGES 'AS f1£LD CONDITIONS WARRANT. ANY CHANGES
_ _} SHALL SUP£R'S£D£ THESE: PLANS AND BE: DONE SOL£L Y AT THE CONTRACTORS EXPENSE:. , ..
12. IF TAPER AREA CROSSES A SIDE STREET, THE FULL TAPER SHALL Bf: PROVIDED ON THE: OPPOSITE S101::
OF THE CROS,S STREET FROM THE WORK AREA. i
13. ALL TRAFF'/C CONTROL DEVICES SHALL BE R£MOV£D FROM VIEW WHEN NOT IN USE.
14. CONSTRUCTIOIN NOT ADDR£SS£D BY THIS TRAFFIC CONTROL PLAN SHALL 8£ $/-!OWN ON A $£PARAT£ PLAN
SY THE CONP-RACTOR.
15. TH£ CONTRACTOR SHALL A MAINTAIN A MINIMUM 4' WIO~ PA TH FOR P£D£STRIAN TRAFFIC. TH£ PA TH SHALL
9£ KEPT CLEAR OF ALL OBSTRUCTIONS. TH£ PATH SHALL SE SEP£RATED FROM TH£ TRAVELED WAY
WITH TEMPORARY TYPE K RAILING PER CALTRANS STANDARD 811-JO.
FL HING ARROW BOARD CONES AT 4' O.C. WITHIN THE /NTERSECTION(EC TO BC)
I
_..----SPACING OF CO!fS SHALL BE AT 40' O.C. •
. .).
I
' /
No. 21837
E<1> 9/30/93
>--+--+----------------<! SH6EETIL._~C~IT=Y=O=F~C=A~R~L~SB~A~D-~ISH£6ETSI _ ENGINEERING DEPARThlENT
PLANS FOR THE TRAFFIC CONTROL OF:
11----+-+----------+----1 EL CAM IN O REAL& TAMARA CK
ST A. 494+07 TO STA. 504+00
!APPROVED:
r-----------~1->--_-_-_+j_-_ -<_j.-_-_-_-_-_-...:. __________________ ---------------~----_-_-_-_ -++---_-_-_ -,_j L"R..,t_.2..,3"'8..,89'====~CI._._TY~E~N~G!'..'IN"=EE'='R'--____ 2:D'.':A._._TE'=--_ _J
I
]/ J1 8SI Consultonl1, Inc. APP'D OWN.BY: ____ 1 PROJECT NO. DRAWING NO. ,_ ,•-•tr f ~~~6g,~.~c~o•~,f;-11-D=A_TE~=B~Y~ _____ O=E=S=C~R~IP_TI~O~N-----~----1 ~IHttoD.BBYK:·.-___ 3363 321-5
--·-• (619) 451-610D REVISIONS =~~c===.l c___ ____ ~ c___ ____ ~
7422.01 05-06-91 $ELTMCN.dwg J.K.S.
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