HomeMy WebLinkAboutEA 16-04; PAR Widening at PDN; Planning CommissionWORK TO BE DONE
THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE
CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. CITY OF CARLSBAD ENGINEERING SPECIAL PROVISIONS.
4. THIS SET OF PLANS
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
7. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (2015) AND
STANDARD SPECIFICATIONS (2015).
8. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST
MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK; AND THE STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BEST
MANAGEMENT PRACTICES (BMP) MANUAL.
RD
PROJECT --..._
LOCATION
"DECLARATION OF RESPONSIBLE CHARGE"
VICINITY MAP
NOT TO SCALE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR SHEETS 1-5 OF 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.
BY:
FIRM: MICHAEL BAKER INTERNATIONAL
ADDRESS: 5050 AVENIDA ENCINAS. SUITE 260
CITY, ST: CARLSBAD. CA 92008
TELEPHONE: (760) 476-9193
---~~~~~=:-------DA]8 _____ _ DAVID A. WIENER
RCE NO: 77285
:~Niictlael :llalfer~.
i ' '•,
INTERNATIONAl
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (160) 416·9193
MBAKERINTLCOM
PALOMAR
CONSTRUCTION PLANS
FOR
AIRPORT ROAD WIDENING
6043/6044 PROJECT NO~ LEGEND
ITEM SYMBOL QUANTITY
FEDERAL PROJECT ID. XXXXX XXXX( XXX) STREET CENTERLINE
RIGHT-OF-WAY LINE
EASEMENT LINE
-4----
-R/W----
BASIS OF BEARINGS
THE BASIS OF COORDINATES AND BEARINGS FOR THIS
EXHIBIT IS THE CALIFORNIA COORDINATE SYSTEM OF
1983 (EPOCH 1991.35), ZONE 6, BASED LOCALLY UPON
THE FOLLOWING HORIZONTAL CONTROL STATIONS AS
SHOWN ON RECORD OF SURVEY NO. 17350.
BENCHMARK
CITY OF CARLSBAD SURVEY CONTROL NETWORK
"CLSB-057". A 2.5" DISK IN DRAINAGE BOX INLET
ON THE SOUTHWEST QUADRANT OF AVENIDA ENCINAS
AND CANNON ROAD.
ELEVATION = 44.010' DATUM: NGVD29
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
DIRECT FIELD SURVEY DATA BY SAMPO ENGINEERING ON
FEBRUARY 1, 2013 AND DECEMBER 4, 2014.
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CITY COUNCiL
MATT HALL -MAYOR
LORRAINE WOOD -COUNCIL MEMBER
MARK PACKARD -COUNCIL MEMBER
KEITH BLACKBURN -MAYOR PRO TEM
MICHAEL SCHUMACHER -COUNCIL MEMBER
KEVIN CRAWFORD
CITY MANAGER
PAT A. THOMAS
PUBLIC WORKS DIRECTOR
ABBREVIATIONS
AB
AC
ACP
AV
BC
BLVD
BO
BVC
C&G
CL
CMWD
CSD
CTSP
EA
EOH
ESMT
EVC
EX
FL
FS
G
GB
HORIZ
HP
AGGREGATE BASE
ASPHALT CONCRETE
ASBESTOS CEMENT PIPE
AIR-VACUUM VALVE
BEGIN CURVE
BOULEVARD
BLOW-OFF
BEGIN VERTICAL CURVE
CURB & GUTTER
CENTERLINE
CARLSBAD MUNICIPAL
WATER DISTRICT
CARLSBAD STANDARD DRAWING
CALTRANS STANDARD PLANS
EACH
ELECTRICAL OVERHEAD
EASEMENT
END VERTICAL CURVE
EXISTING
FLOW LINE
FINISH SURFACE
GAS
GRADE BREAK
HORIZONTAL
HIGH POINT
LF
LT
MIN
NO
NTS
pp
PROP
PT
PVI
RCP
RT
R/'11 so
SDRSD
SF
STA
STD
SWK
TC
TEL
VAR
VERT w
WM wv
LINEAR FEET
LEFT
MINIMUM
NUMBER
NOT TO SCALE
POWER POLE
PROPOSED
POINT
POINT OF VERTICAL INFLECTION
REINFORCED CONCRETE PIPE
RIGHT
RIGHT-OF-WAY
STORM DRAIN
SAN DIEGO REGIONAL STANDARD
DRAWINGS
SQUARE FEET
STATION
STANDARD
SIDEWALK
TOP OF CURB
TELEPHONE
VARIES
VERTICAL
WATER
WATER METER
WATER VALVE
SHEET INDEX
1 TITLE SHEET
2 NOTES
3 SECTIONS AND DETAILS
4 DEMOLITION PLAN
5 IMPROVEMENT PLAN
6 FINAL SIGNING AND STRIPING PLAN
7 TRAFFIC SIGNAL MODIFICATION PLAN
8 TRAFFIC CONTROL NOTES & SIGN LEGEND
9 TRAFFIC CONTROL PLAN -PHASE 1
10 TRAFFIC CONTROL PLAN -PHASE 2
11 TRAFFIC CONTROL PLAN -PHASE 3
GENERAL NOTES
SEE SHEET 2
STREET NOTES
SEE SHEET 2
WATER NOTES
SEE SHEET 2
PROPOSED CONTOUR
EXISTING CONTOUR
SAWCUT LINE
CONCRETE SIDEWALK
AC PAVING (ROADWAY)
CONCRETE CURB & GUTTER
CHAIN-LINK FENCE
WATER MAIN
PROJECT LOCATION
--~212'~--
212
I··, . , ... '. = .... , ... 'I ... ·' .... ., ... : .. : .. ··t'··. -~ ...... -::-. ":-" ·.
--x x--
---w----
THIS PROJECT IS ON THE SOUTH SIDE OF
PALOMAR AIRPORT ROAD BETWEEN INTERSTATE 5
AND PASEO DEL NORTE
PROJECT SITE
LOCATION MAP
NOT TO SCALE
"AS BUILT"
NOTE: AIJr, l 8 2016 CONTRACTOR SHALL LOCATE ALL EXISIING RCE EXP. ___ _
UTILITY VALVE BOXES, MANHOU!S';i'il\Eli.ITS:,:,,_s::>D
SEWER CLEANOUTS, STORM DRAfNj'iRAJ:ES> :JNL8TSi"l REVIEWED BY:
AND SURVEY MONUMENT BOXES AND PROTECT IN
PLACE. INSPECTOR
DATE
DATE
~~----4--------------------------------------+--~----~----+-~lsH1EETI CITY OF CARLSBAD ~1 PUBLIC VORKS DEPARTMENT ~ ~~;P~R~OV~EM~E~N~TP~LA;N~F~O~R:==================~====~
PALOMAR AIRPORT ROAD WIDENING
AT PASEO DEL NORTE
TITLE SHEET
ACCEPTED PAT A. THOMAS
~--~----4-----------------------------~----~--~~---+--~~P~UB~LI~C~Wr:R~K=S=D=IRE=C=ID~Rp===~~~~~==~~D~A~IT~~
DATE INillAL DATE INITIAL DATE INITIAL I [)WN BY: PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 2~~ ~~~ ---6043/6044 XXX-X
H:\PDATA\154178_PALOMAR AIRPORT RD. WIDENING\CADD\LAND\DLV\154178-01-TI.DWG CAMERON.HART 8/11/16 11:40 am
-------------------
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF
CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD
MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR
OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS
PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN
NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK
FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED
DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE
CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK
IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF
INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL
INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00
FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE
POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS
VI I OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE
CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE
NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF
THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE
SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED
BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY
THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE
PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A)
UMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL
BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE
SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN
TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD
COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY
ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING
OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR
CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF
THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE
INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO
STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760)
438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00P.M. ON THE
DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT
WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00P.M. WILL
BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL
DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND
SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A
DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE
DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER
PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH
TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST
BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED
BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE
PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE
PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS
EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE
INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER
TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING
EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING
EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN ~00 A.M. AND 6:00P.M.
EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS
SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS
AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY
ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING
ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING
OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING
PROGRAM AND BLASTING PERMIT.
INTERNATIONAl
5050 Avenlda Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM
GENERAL NOTES CONT'D
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON
THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES
OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE
PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES
OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD
OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF
IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
22. 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.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
*CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
*SAN DIEGUITO WATER DISTRICT (760)633-2650
*LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
*OLIVENHAIN WATER DISTRICT (760)753-6466
*BUENA SANITATION DISTRICT (760)726-1340 x1330
* AS APPROPRIATE
23.IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF
THE CITY ENGINEER.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST
EDITION) VOLUMES 2 & 3.
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A
PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND
APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY
OPERATIONS' PUBLIC WORKS MANAGER.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED-TELEPHONE NO. (760)438-3891.
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL
EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF
WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT
ENGINEER.
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF
CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND
DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE
DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE
FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE
DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL POT ABLE WATER SERVICES SHALL BE 1 " AND ALL METERS SHALL BE 1 " (UNLESS
OTHERWISE NOTED ON PLANS).
8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE
10 FEET.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE.
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE
"CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER
COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR
C900.
13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY
PERMIT SHALL BE REQUIRED.
14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL
REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE
NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN
PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT
INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE
STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT
OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN
ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE
BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS
SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT
ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH
INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE
TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION
AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE
REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH
MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED
FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION
SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED
INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS
BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
H:\PDATA\154178_PALOMAR AIRPORT RD. WIDENING\CADD\LAND\DLV\154178-02-NT.DWG CAMERON.HART 8/11/16 1:41 pm
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A
PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION
MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY
WORKING DAYS BEFORE THE WORK BEGINS.
2. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS
OR SURFACING OF STREETS.
3. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR
STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH
CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
4. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRSD M19.
5. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED,
AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT.
6. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
~-4--~-------------------+--4---~-+--~lsH2Enl CITY OF CARLSBAD ~1 PUBLIC ~ORKS DEPARTMENT ~ ~~;P~R~O~;E~ME~N;T~~~AN~FO~R~:==================~======;
PALOMAR AIRPORT ROAD WIDENING
AT PASEO DEL NORTE
NOTES
ACCEPTED PAT A. THOMAS
PUBUC WORKS DIRECTOR DATE
OWN BY: CHKD BY: __ _
RVWD BY:
PROJECT NO.
6043/6044
DRAWING NO.
XXX-X DATE INI11AL
ENGINEER OF WORK
DATE INI11AL DATE INI11AL
REVISION DESCRIPTION CITY APPROVAL OTHER APPROVAL
GRIND ALL AC COLD JOINTS FOR
MINIMUM 2" AC OVERLAY 12"
~I
w z :::; ,__
::J ~ ..:
(I)
24"
PROPOSED FULL
DEPTH SECTION,
MIN. 5" AC OVER
6" CLASS II AB 0.5"RAD.(TYP)
8" CONCRETE
520-C-2500
6"
3'
3/8" (TYP)
8 . .33% 8.33%
PAVEMENT SECTION
PER PLAN
NOTE: EXISTING PAVEMENT SECTION TO BE VERIFIED
PRIOR TO CONSTRUCTION ~RIBBON GUTTER DETAIL
NOT TO SCALE
CD1.aAl:!..C ...!.P.LlA.J:.JVE'="'M!!!:E.uN...t..T ....l:J!:o<O~I Nu..T!.......J,.{.!...-'FU""'L==L._D~E=~..P...LT.!...!..LH)
NTS
I
SAWCUT sAJcuT
-~--.,--·---··-··-· ··~-----· .. ·-····-........ , ...... , ... _, L l NE Ll NE ·----·--~-------· ----·-· ---------·-·
PALOMAR AIRPORT RD
EX RAISED 2-17'± 2' 1-13'± EX GRADE --------eEJ·-· MEDIAN .•.•.• J,. . ., ... ~,;;,,;;,= ... ,J ... ~-6""""". M,;E~D=I=AN=*==-=·-=· =-""AC~P;,;,A,.VI""N"'G"'"'=· ===---.1.. -~ ............ ·--~--··-· ·-·~-~·--··OO····-~· ..
t;;;;;;~·:;;:.,_;.;;~~>-F~:J. te&G::;::::-·;::·:;==::l=I=NI=S=H=GR==AD=E=:=:=:=:=i=±====
·:.;.':·. ·· ...... : ... ·. l·==··:·':··~-·=·=·=,~~~~~~~~~~~~~~~ ... cP ·----·········--·----··--00--·-~-· .
rt:\ LEFT TURN POCKET
0sTA 17+93.82 To 19+63.43
SCALE: 1"=2'
---··---------· --------------·····-· --sA~cor------~--·-~. ---··--· ···-·---·-···-··--~---·.,·····---~--------~--~-~----·-· ---------~-~
LIE
·~-~~,-~~-~-~~~-·"-~-~--~.~·-·-· ----·~~----=-~.----·---~-~· ~---· -~-·--~-· --------·----------~----~~.-'-~-~~'"'"---~-,---·00---PALOMAR AIRPORT RD 13.5'± 2' 6' 3'
EX GRADE AC PAVING 6"C&G SIDEWALK RIBBON GUTTER
.... ~------·,.·-~'2. oo%··--.. -~-·-·· -·-·----.. ~--· ----oo~·---INISH GRADE
.'?:: ··:· .. :-:·. . .. -:·:·:.:-.·" . ··.; ...... ··: ·.· =====:::r----..1..------,.==-i . . .. "'~"'"''"""'"""'""'""'"'~· ----·"""""-'"" '"'"'""'"" :·:-, '.~":·' ·::.'": -.~ " "'" '" -·---" "' --""' '"''" "' """'" "' --' ' " "" o,. '-,, ' '"""""" -·00-"-
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-· ------· -·-~--~-~----------·-· ........ --.-·,·-----~,~--.. ·----··-·,--·-~···-· ---·--.. ~-·--~ ...... -........... ~----·--~"······----~--.. , ..... ,m .. , ..... ,L .... , ..... -.-· ·--·-·--.. ---· ~--··
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL COM
® RIGHT TURN POCKET
STA 18+12.90 TO 21+93.39
SCALE: 1 "=2 '
H: \PDATA \154178_PALOMAR AIRPORT RD. WIDENING\CADD\LAND\DLV\154178-03-XS.DWG CAMERON. HART 8/12/16 11: 35 am
.~·
-·--· --
------------------------
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DETAIL "A"
SCALE: 1 "= 5'
; \
1. \
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DETAIL "B"
SCALE: 1 "= 5'
DETAIL "C"
SCALE: 1''= 5'
79.26 TC
" OJ
OJ
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
~~---r-------------------+--,_--r--+ __ ,,sH3Enl CITY OF CARLSBAD ~1 PUBLIC ~DRKS DEPARTMENT ~ ~~~P~R~O~~~M~EN~T~P~~~N~F~O~~====================~======;
PALOMAR AIRPORT ROAD WIDENING
AT PASEO DEL NORTE
SECTIONS AND DETAILS
ACCEPTED PAT A. THOMAS
PUBLIC WORKS DIRECTOR DATE
DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
OWN BY: __ _
CHKD BY: __ _
RVWD BY:
PROJECT NO.
6043/6044
DRAWING NO.
XXX-X DAlE INITIAL DAlE INITIAL
OTHER APPROVAL CITY APPROVAL
•/',.''----'"'
J s --·"--
<'-----···-·---•r·.' ·---, .... '----\//----'•'-' ---. 'f'·c-. --'.f".,'--'--~---"•
INTERNATIONAL
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I
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 416-9193
MBAKERINTL.COM
----\-\--}~-.I PALOMAR AIRPORT RD
RELOCATE PER IMPROVEMENT PLANS
13 CALTRANS TO RELOCATE (STREET LIGHTING)
TEL MH 1
"DEMOLITION"
®
CON TRUCTION NOTE
PROTECT IN PLACE.
SAWCUT EX. PAVEMENT.
SAWCUT EX. MEDIAN STAMPED CONCRETE
FULL DEPTH AC PAVEMENT AND BASE REMOVAL.
REMOVE EX. CONCRETE CURB, GUTTER, AND SIDEWALK,
INCLUDING DRIVEWAY ON WEST SIDE.
REMOVE EX. MEDIAN CURB, GUTTER, AND STAMPED
CONCRETE.
CLEAR AND GRUB EXISTING LANDSCAPING. CUT & CAP EX.
IRRIGATION.
@ REMOVE EX. STREET LIGHT.
~ REMOVE EX. TREE.
@) REMOVE EX. CONCRETE WALL.
@
@
@
@
REMOVE EX. FREESTANDING SIGN. OWNER TO RELOCATE
REMOVE EX. OVERHEAD GUIDE SIGN. SEE IMPROVEMENT
PLANS FOR RELOCATION DETAILS.
REMOVE EX. PULL BOX AND CORRESPONDING CONDUIT.
REMOVE EX. CABLE PEDESTAL AND CORRESPONDING
CONDUIT. OWNER TO RELOCATE
~ REMOVE EX. WATER EQUIPMENT. RELOCATE PER
IMPROVEMENT PLANS.
@) REMOVE EX. CONCRETE BOLLARDS.
~ REMOVE EX. IRRIGATION BACK-FLOW. OWNER TO RELOCATE
~ REMOVE EX. ELECTRICAL BOX. OWNER TO RELOCATE.
<UD REMOVE EX. CURB OUTLET
~ REMOVE EX. NEWSPAPER BOX. OWNER TO RELOCATE.
([D REMOVE EX. TRAFFIC SIGNAL POLE PER TRAFFIC SIGNAL
PLANS.
~ REMOVE EX. CONCRETE PLANTER CURB
SYMBO
I I
W&
m
I .......... -~ ... ~ ~ ~ .. . .. .. .. .. ..
RELOCATE PER IMPROVMENT PLANS.
13 SDG&E TO RELOCATE
19
611 LF
174 LF
587 SF
4,198 SF
1 ,002 SF
2,183 SF
3 EA
3 EA
1 EA
1EA
1 EA
7 EA
1 EA
3 EA
2 EA
3 EA
1EA
1 EA
1 EA
2 EA
324 LF
5
H:\PDATA\154178_PALOMAR AIRPORT RD. WIDENING\CADD\LAND\DLV\154178-04-DM.DWG CAMERON.HART 8/12/16 10:20 am
2-----·2-----2----:;,._ ---G:-'--~~
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1111111111111111'111 ·---~~~·--illll' SCALE: 1"=20'
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
I -~--4-------------------+---r-~--+--11SH4EETI CITY OF CARLSBAD ~1
r-~~~~~~P~UB~L=I=C=~=D=R=K=S==DE=P=A=R=TM=E=N=T==~L_22_j======
IMPROVEMENT PLAN FOR:
DATE INillAL DATE INillAL DATE INillAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PALOMAR AIRPORT ROAD WIDENING
AT PAS EO DEL NORTE
DEMOLITION PLAN
ACCEPTED PAT A. THOMAS
PUBUC WORKS DIRECTOR DATE
DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _
RVWD BY: 6043/6044 XXX-X
--'---~~-~)_' --: i ~~--------~----------'--+----·---'------!----~---···-,-----,--------:-----~!-. ; . ~~--r---::-----+--------~-----------;--J----~-~-~~-~-~-~ -·
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---~-~---\----------:------·· -i--------~.:
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@ BEARING/DELTA
1 11.12'25"
2 11.12'25"
3 N87"48'27"W
---V\,'-·--
BC -MATCH EX. STA 17+93.82 9.23' RT
77.4 TC
RT
59,73' RT
0.67'
-·-'"·-'·'""=~""=·'""-"··
6
EC
T 7.89' LT
''""' ,-~l:::c ~ --
I
I
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65.64' RT
·. . . -~· : ... · .. ·. · .. -. :, ' ..... .. -": . . ·' .. ·-: .
JSLANDS
APN:2 ·1 1 -050-0 'J
CURB DATA TABLE
RADIUS LENGTH NOTE CONSTRUCTION NOTES
310.00' 60.64' 6" CURB AND GUTTER
310,00' 60.64' 6" CURB AND GUTTER (}) ADJUST TO FINISH GRADE 230,00' 6" CURB AND GUTTER
i i
7.89' LT
20+00
9
"='
I
4 89.59'55" 30.00'
5 15"50'37" 220.00'
47.12' 6" CURB AND GUTTER
60.84' 6" MEDIAN CURB AND GUTTER ~ CONSTRUCT 6" CONCRETE CURB AND GUTTER PER SDRSD G-2,
TYPE G.
6 16.02'11" 220.00'
7 N87" 48' 27"W
8 N77.54'43"W
9 N02.11'33"E
10 N87"47'08"W
11 N87"47'59"W
12 N87.48'01"W
13 N87" 48' 27"W
14 N42" 48' 17"W
' -, llli~biael ma:~eF :
INTERNATIONAl.
61.58' 6" MEDIAN CURB AND GUTTER
48.80' 6" MEDIAN CURB AND GUTTER
24.89' 3" PLANTER CURB
4.65' 3" PLANTER CURB
20.85' 3" PLANTER CURB
31.78' 3" PLANTER CURB
11.28' 3" PLANTER CURB
3" PLANTER CURB
23.36' 3" PLANTER CURB
5050 A venida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (160) 416-9193
MBAKERINTL.COM
@ CONSTRUCT 6" MEDIAN CURB AND GUTTER PER SDRSD G-6,
(±) FULL DEPTH AC PAVEMENT PER DETAIL 1 ON SHEET 3.
MINIMUM 5" AC OVER 6" CLASS 2 AB.
~CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7.
G[) CONSTRUCT CONCRETE DRIVEWAY PER SDRSD G-14D.
CZ) CONSTRUCT 3" HIGH BY 3" WIDE CONCRETE PLANTER CURB.
G[) RELOCATE EXISTING STREET LIGHT PER SDRSD E-1.
G[) CONSTRUCT TYPE A CURB OUTLET PER SDRSD D-25.
~ RELOCATE EXISTING FIRE HYDRANT PER CMWD W12.
(Q) CONSTRUCT CONCRETE CURB RAMP PER SDRSD G 27, TYPE A-
H:\PDATA\154178~PALOMAR AIRPORT RD_ WIDENING\CADD\LAND\DLV\154178-05-IM.DWG CAMERON.HART 8/12/16 10:44 am
' I
' --------------------------·---------~
l I =-~~··~=--~-"~----~~~1-~~~-~-~~'""•i~~==~•.~""~-~~~~.·~~. ~-=~:·~~===~·1~·~~-~:Y~.-.. ~,~·~o•c~:-.~~~-~~~-~~-! --·-j~_.,.,,_,_,.. --
1
i
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-----\\ '_!' .• f-' ---~
-~----::;/~--. ~ 8 ---G!----Gr----C3
21+00
.'------\\.~' ~~ '•,f--.---~ \f\_,L' ---
6
65.64' RT
~s J\;J OBJL£ GAS
APN:21 'j -050-'j I}
~ INSTALL TRUNCATED DOMES ON EXISTING CURB RAMP PER
SDRSD G-30,
@ RELOCATE 1.5" WATER METER PER CMWD W4.
@ RELOCATE BACK-FLOW PER CMWD W21.
~ INSTALL FREEWAY SIGN PER CSP S31.
@ CONSTRUCT RIBBON GUTTER PER DETAIL 2 ON SHEET 3.
u~···•-~"'•'~:•..::.;-:-='\• . . ,
10"DW
22+00
> > -· -
23+00 1-
'I/,--~ R\-'\~~ ~---~-[=;'•/>.'-' ----R_i)'.,L._____
~. -,~________.;-:I"--~ s -~---~ s ---·-3 -----~ 5: _, '
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f JEX 8"RW //
: ' / :c
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12
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11
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) tr·\
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20 10 0 20 40 60 ~I ~~~iiiiiillil~, ~~~---~,
SCALE: 1 "=20 '
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
I -~--4-------------------+---r--r--+-~ISHSEETI CITY OF CARLSBAD ~1
r-~~~~~~PU~B~L=IC==V=O=R=K=S=D=E=P=A=RT=M=E=N=T==~L_22_j====~
IMPROVEMENT PLAN FOR:
DAlE INI11AL DAlE INITIAL DAlE INI11AL
ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL
PALOMAR AIRPORT ROAD WIDENING
AT PASEO DEL NORTE
IMPROVEMENT PLAN
ACCEPTED PAT A. THOMAS
PUBLIC WORKS DIRECTOR DATE
DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _
RVWD BY: 6043/6044 XXX-X
'-
r-1 .E_ I W3-3
W88-2(CA)(MOD)
' E G92(CA)
G27-1(CA)
""' ~~=da ~
I .· ' '
/ • r::: ' \
\ ·-· )
-----
RAISED MEDIAN
E R6-1 (R)
E R5-1
R5-1a
R6-1
EXTEND EXISTING STRIPING TO PROPOSED XWALK
E R6-1(R)
r-IDR3-7(R)
-'"'t~'------1-_. j ----R/W ---1_ '------''--
. -~~~.oo L ___ , ____ 1?;tQ.O __ _
,-.F'
-----------
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR SHEETS 6-11 OF 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. BY:
FIRM: __ _,M,_,I"'C'-"HA"'EL"'=-""BAK.=E"'R~I,_N:..:.T:=ER"'N.:.:.A,T""'IO""'N"'A=L--
ADDRESS: 5050 AVENIDA ENCINAS. SUITE 260
i i ::_;:
TYPE IV ARROW (L) PM
TYPE
SIGN LEGEND:
RIGHT LANE
MUST
TURN RIGH
R3-7
SIGNING AND STRIPING LEGEND:
IIl
(])
®
@
®
EXISTING TO REMAIN.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED,
INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS.
INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED.
INSTALL PAVEMENT MARKING OR ARROW AS NOTED.
REFRESH EXISTING PAVEMENT MARKING.
R3-7(R) IS
EXISTING STRIPING TO PROPOSED XWALK RL R14-1
R26(CA)
CARLSBAD GUIDE SIGN
. .
I
l
w ~
0 z
..J w c
0 w ~ a.:
' ---. .~ ~ .~-., r---. -~'
-" ' --
RAISED MEDIAN
rillR3-7(R)
'-~--+ ~A~ED MEDIAN----R/'1!-----
' " ,-, ' \
'· ' / '~·----------+-------------~--
i-------;: 'i' )c-----
,-;
( ~ ,-, ' ·,
\ ,_!__ )
( ~ ') ' \ '• ',_ /
,' ~-c-. \
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/'in' "
\ ' ·-· j
E R4-7
OM1-3
IV ARROW (L)
PALOMAR AIRPORT RD-
---'--c--.c__' ~ -----' ---
----~--~B~~S-T-OP--R/W----
E R6-1 (R)
E R2-1(45)
R26(S)(CA)
' '" ' C"·, ::-'-! : ( >j ~ ' ~: ~ --. ' "' ~; ---/ ' ·~-'"-../ •__/ -..._ .· . ..______.
SIGNING AND STRIPING NOTES:
1. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
2. ALL STRIPING AND SIGNING SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF THE FOLLOWING
MANUALS:
A. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD)
B. CALTRANS STANDARD SPECIFICATIONS
C. CITY OF CARLSBAD STANDARD DRAWINGS
CITY, ST: CARLSBAD CA 92008
TELEPHONE: (760) 476-9193
~ /?-0~
®
RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED.
REMOVE BY SANDBLASTING ALL EXISTING CONFLICTING TRAFFIC STRIPING,
MARKING, OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS.
3. ALL SIGNING SHALL BE INSTALLED WITH SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE.
4. ANY DEVIATION FROM THE STRIPING AND SIGNING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK
AND THE TRAFFIC ENGINEER PRIOR TO ANY CHANGES BEING MADE IN THE FIELD.
40 20 0----40~~~~80·---1~20
-----;:;~017--o;;:'ili"'"ffi':,...-------DATE: -----RYAN K. ZELLERS
RCE NO: 69470
' ·Miclilael :Baler:~
' '
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM
@
@
REMOVE AND SALVAGE SIGN AND POST AS NOTED.
SIGNALIZED INTERSECTION
EXISTING SIGN (ONE POST)
~ NEW SIGN (ONE POST)
NEW SIGN (ON EXISTING LIGHT POLE/UTILITY POLE)
EXISTING WIDTH
12' PROPOSED WIDTH
<I MATCH EXISTING STRIPING/END PROPOSED STRIPING
H:\PDATA\154178_PALOMAR AIRPORT RD. WIDENING\CADD\LAND\DLV\154178-06-PD.DWG CAMERON.HART 8/11/16 12:02 pm
--------···--. ---------
DETAIL A
WORD AND ARROW BIKE LANE MARKING
NOT TO SCALE
NOTE: PLACE DETAIL AT THE BEGINNING
OF EACH BLOCK AND AT 250' APART
ALONG THE BICYCLE LANE
5. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLAN SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY INDICATED TO BE RELOCATED OR TO
REMAIN. ALL NEW SIGNS SHALL HAVE DG3 SHEETING.
6. ALL LIMIT LINE/STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS (EXCEPT BIKE LANES)
SHALL BE THERMOPLASTIC EXCEPT FOR PAINT ON CONCRETE PORTIONS OF THE SPEED TABLE AND
CROSS-GUTTER WHICH SHALL BE STANDARD TRAFFIC PAINT.
DATE INI11AL DATE INITIAL DATE INI11AL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
SCALE: 1 "=40 '
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY;
INSPECTOR DATE
PUBUC WORKS DIRECTOR DATE
DWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _
RVWD BY: 6043/6044 XXX-X
•CONDUCTOR SCHEDULE
AWG POLE 1/0 lh\ [/;\ 1\ Is\ I~
3 esc A ~ -:/-/-/-/-/-
B -:/--:/-/-/-/-i/-
c' /-/-/-/-/-):,'
D /-/-/-/-/-/-
E lYf y, y, /-LYf /-
® V-y, y, /-Y1 -:/-
® -:/-/-/-y, y, /-
12 esc (H) /-/-/-/-Y1 1/-
TOTAL Y1 51 51 y, Y4 1}/1
#10 LUMINAIRE 2 2 2 2 2 2.
#6 SIGNAL SERVICE -- ----
#4 OVERHEAD SIGN ----1 -
TYPE B 02 ----4 -
DLC TOTAL - ---4 -
EMERGENCY PRE-EMPTION CABLE 1 1 1 2 2 -
VIDEO DETECTION CABLE 1 -1 1 2 1.
6 PR #22 SIC ------
CONDUIT SIZE 12 .5' 12.5 3" 3" 3" 3""'
Ill ALL EQUIPMENT EXISTING UNLESS NOTED: NEW (e)
IM lis\
/-/-
!/-LYf
lZ1 1/-
% -:/-
-:/-/-
/-/-
/-/-
1/-!/-
~ 1}/1
2'" -
--
--
--
- -
--
1'" -
- -
3"" 2"
lM
Y1
LYf
J v,
1!:(
y,
Y1
Y1
Y1
l%
2
-
1
4
4
4
3/1"
-
~-3
~
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~ v,
1!:(
Y1
Y1
Y1
Y1
%
-
-
-
4
4
4
3/1.
-
/-3
CONSTRUCTION NOTES:
O]EXISTING TYPE 170 CONTROLLER IN MODEL 332 ALUMINUM CABINET; PROTECT IN PLACE.
I1]EXISTING TYPE III SERVICE CABINET; PROTECT IN PLACE.
[DFURNISH AND INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STD PLAN ES-7N, DETAIL "U"
GJMOUNT VIDEO DETECTION CAMERA ON SIGNAL MAST ARM USING A MANUFACTURER-APPROVED
RISER. A MANUFACTURER REPRESENTATIVE SHALL CHECK VIDEO CAMERA PLACEMENT AND
OVERALL VIDEO DETECTION SYSTEM OPERATION PRIOR TO SIGNAL TURN-ON.
rn REMOVE AND SALVAGE POLE.
j]] REMOVE EXISTING FOUNDATION COMPLETE.
[IjREMOVE AND SALVAGE EXISTING VEHICLE HEAD.
iBiRLiEXISTING VEHICLE HEADS, PEDESTRIAN HEAD, PEDESTRIAN PUSH BUTTON, EVPE, VIDEO
DETECTION CAMERA, MAST ARM MOUNTED SIGN (R73-6(CA)), AND RETRO-REFECTIVE SNS FROM
POLE @ TO POLE @ .
I9IRLIEXISTING POLE, VEHICLE HEAD, PEDESTRIAN HEAD, AND PEDESTRIAN PUSH BUTTON FROM
POLE @ TO POLE @ .
""
TRAFFIC SIGNAL GENERAL NOTES:
1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. THE
CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT
SHOWN ON THIS PLAN AND VERIFY ALL JOB SITE CONDITIONS.
2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY
AGENCIES AT LEAST 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.
4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED.
5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE
ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3"
CONDUIT AND PULL ROPE STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE
USE.
6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW,
GREEN, AND PEDESTRIAN INDICATIONS SHALL BE L.E.D.
7. PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN
SIGNALS SHALL BE TYPE "A", L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA,
PRESSURE SENSITIVE AND THEFT RESISTANT.
8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS.
9. SIGN PANELS FOR INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED
USING PRISMATIC, CUBE CORNER REFLECTIVE SHEETING (DIAMOND GRADE OR EQUAL) AND
SHALL NOT BE MORE THAN 6' WIDE AND 18" HIGH.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC
STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING
SHOWN ON THESE PLANS.
11. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE CITY ENGINEER OF HIS
REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND
LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINING AND INSTALLATION.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING
STRIPING AND PAVEMENT MARKINGS BY GRINDING.
13. THE CONTRACTOR SHALL NOT ERECT AND SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR
TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE.
14. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL
BE BLANK DURING FLASHING OPERATIONS.
15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE
SIGNING AND STRIPING CONTRACTOR.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS
WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE
REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND
SURVEYOR OR CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. 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.
17. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED.
18. 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.
19. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR
INTENDED OPERATION.
20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND
PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS.
21.ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR
22.LUMINAIRES AND INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL HAVE TYPE IV
P.E.C.
23. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING LANDSCAPING AND IRRIGATION SYSTEM
AS NECESSARY.
24. VIDEO DETECTION CAMERA LOCATION SHALL BE WITHIN 2' OF THE PROLONGATION OF THE
LANE LINE SEPARATING THE LEFT AND ADJACENT THROUGH LANE ON APPROACHES WITH
LEFT TURN PHASING OR IN THE CENTER OF THE APPROACH TRAVEL WAY ON APPROACHES
WITHOUT LEFT TURN PHASING. A MANUFACTURER REPRESENTATIVE OF THE VIDEO
DETECTION SYSTEM SHALL VERIFY VIDEO DETECTION CAMERA LOCATIONS AND SYSTEM
OPERATION PRIOR TO SIGNAL TURN-ON.
25.ALL NEW LOOP DETECTORS SHALL BE TYPE "E". LOOP DETECTORS SHALL BE 6' IN
DIAMETER WITH 10' SPACING AND POSITIONED IN THE CENTER OF THE LANE UNLESS
OTHERWISE SHOWN.
. M.iclrlael :~t~alers i , _ r
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (160} 416-9193
MBAKERINTL.COM
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0 29 5 80 30' 50' 15' 200W 3 MAS sv 1 T" SP 1 T 4
B 1A 10' -SV 1 T SP 1 T 1
c· 29 5 100 • 30' 50' .. 15' .. 200W * 2 MAS "' SV 1 T"' SP 1 T~ 1 ~
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H 1A 10' TV 2 T SP 1 T 4
B ALL EQUIPMENT EXISTING UNLESS NOTED : NEW ( e ) RELOCATE ( "' )
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No. TYPE HGT. MA.
(c) 24-4-80 30' 40'
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PPB LOCATION RETRQ-REFLECTIVE
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EX. EX. Paseo Del Norte
EX. EX.
13.6' 2.5' Palomar Airport Rd"'
13.6' 2.5'
EX. EX. Paseo Del Norte
EX. EX. ... EX . EX. Palomar Airport Rd
EX. EX.
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POLE LOCATION DETAIL
B
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( ~ rt ~----....._
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DESIGN SPEED FOR ADVANCE LOOP PLACEMENT:
PALOMAR AIRPORT ROAD = 45 MPH <> :J--t----EX EVPE 02+ill5
L.J--+--t.X R73-5(CA) 12' PROPOSED PHASE DIAGRAM 02 -1:: :::H-"--1-1
02 1:: -u __ _j--1-
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DESIGN SPEED FOR ADVANCE LOOP PLACEMENT:
2"C 2#1 PALOMAR AIRPORT ROAD = 45 MPH
2#6 SERVICE)
1#4 (OVERHEAD SIGN) 3#6 (SERVICE)
EX SDG&E SERVICE POINT "AS BUILT"
20 10 60 0 20 40 ~~~ RCE __ _ EXP _______ __ DATE
SCALE: 1"=20' REVIEWED BY:
INSPECTOR DATE
~-4--~-------------------+--4---~-+--~lsHlEETI CITY OF CARLSBAD ~1 PUBLIC ~DRKS DEPARTMENT ~ ~~~P~R~O~;E;ME~N~T~P~~N~FO~R~:==================~~==~
PALOMAR AIRPORT ROAD WIDENING
AT PAS EO DEL NORTE
TRAFFIC SIGNAL MODIFICATION PLAN 1---1---r------------------1---+--+---1-----i ACCEPTED
PUBUC WORKS DIRECTOR
DATE INITIAL
REVISION DESCRIPTION
DATE INI1lAL
ENGINEER OF WORK
DATE INITIAL
CITY APPROVAL 01HER APPROVAL
OWN BY: __ _
CHKD BY: __ _
RVWD BY:
PROJECT NO.
6043/6044
------------
PAT A. THOMAS
DATE
DRAWING NO.
XXX-X
-----------------
CONSTRUCTION STAGING NOTES
1. NO OVERNIGHT STORAGE OF EQUIPMENT, CONSTRUC-nON MATERIALS, OR
EXCAVATED MATERIALS SHALL OCCUR WITHIN NA-nVE VEGETA-nON AREAS
OR PUBLIC PARKING SPACES. STOCKPILES SHALL BE LOCATED AWAY FROM
DRAINAGE COURSES, COVERED AT ALL TIMES AND CONTAINED WITH
RUNOFF CONTROL MEASURES.
2. STORAGE AND STAGING AREAS SHALL BE LOCATED IN A MANNER THAT
HAS THE LEAST IMPACT ON VEHICULAR AND PEDESTRIAN TRAFFIC.
3. NO WORK SHALL OCCUR ON WEEKENDS OR HOLIDAYS BETWEEN MEMORIAL
DAY WEEKEND AND LABOR DAY OF ANY YEAR.
4. STAGING SITE(S) SHALL BE REMOVED AND/OR RESTORED IMMEDIATELY
FOLLOWING COMPLE-nON OF THE DEVELOPMENT.
5. MAINTAIN PUBLIC ACCESS DURING CONSTRUC-nON. SEE TRAFFIC CONTROL
PLANS.
. Mi~ffi·aei·Ba"er::
" ' ' ~"
INTERNATIONAl
5050 Avenida Encinas
Suite260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL. COM
TRAFFIC CONTROL PLANS
FOR
PALOMAR AIRPORT ROAD WIDENING
SIGNAGE NOTES
1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL -nME
MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT
LANE CLOSURES.
2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE
ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE
SPECIFICA -nONS.
3. ALL ADVANCE WARNING SIGN INSTALLA-nONS SHALL BE
EQUIPPED WITH FLAGS FOR DAY-nME CLOSURES OF ALL
MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL
BE USED DURING NIGHT LANE CLOSURES.
4. A G20-2 'END ROAD WORK' SIGN SHALL BE PLACED AT THE
END OF THE LANE CLOSURE UNLESS THE END OF THE WORK
AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PROJECT
LIMIT.
5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE
ILLUMINATED TRAFFIC CONES OR FITIED WITH 13"
REFLEC-nVE SLEEVES.
6. FLASHING ARROW SIGNS SHALL BE USED PER THE
CALIFORNIA MUTCD. SILENT TYPE SHALL BE USED IN
RESIDEN-nAL AREAS.
7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR A
TANGENT SHALL BE APPROXIMATELY AS SHOWN ON PLAN.
8. ADDmONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN
TRAFFIC QUEUES DEVELOP. FLAGGER STA-nONS FOR WORK
AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SEC-nON
6G.20 OF THE MUTCD.
9. PLACE C30 (CA) 'LANE CLOSED' SIGN AT 500'-1000'
INTERVALS THROUGHOUT EXTENDED WORK AREAS.
10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER
A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED.
11. CONSTRUC-nON AREA TRAFFIC CONTROL DEVICES SHALL
MEET THE PROVISIONS OF SEC-nON 12 OF THE MOST
RECENT EDmON OF THE CALTRANS STANDARD
SPECIFICA -nONS.
TRAFFIC CONTROL NOTES
1. WORK HOURS TO BE RESTRICTED TO 8: 30 AM TO 3:30 PM UNLESS
APPROVED OTHERWISE.
2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN.
3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY
PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE
SA-nSFAC-nON OF THE ENGINEER.
4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STATING THE DATE AND THE
TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING
WORK. CALL CARLSBAD POLICE DISPATCH AT (760) 931-2197 TO
VALIDATE POS-nNG.
5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER
ARRANGEMENTS ARE MADE.
6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING
HOURS UNLESS K-RAll BARRIERS ARE PROVIDED. K-RAlL IS APPROVED
ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL
PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES AS
APPROVED BY THE CITY INSPECTOR.
7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF
REMOVED OR DAMAGED.
8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL -nMING OPERA-nONS SHALL
BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREETS
DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK.
9. TRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL -nMES, UNLESS
OTHERWISE APPROVED BY THE TRAFFIC ENGINEER OR HIS
REPRESENT A -nVE. IF TRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED
INOPERATIVE BY THE PROPOSED WORK, VIDEO DETEC-nON SHALL BE USED
TO PROVIDE ACTUATION.
10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE
VEST, AND A "STOP /SLOW" PADDLE ON A 5 FOOT STAFF.
11. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY,
7 DAYS PER WEEK, BY THE CONTRACTOR.
12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION).
13. TRAFFIC CONTROL PLAN SUBMITIALS ARE REQUIRED FOR EACH PHASE OF
THE WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUSTRATED ON THIS
SHEET.
14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR
COVIERED WHEN NOT IN USE.
15. THE CITY ENGINEER OR HIS REPRESENTA-nVE HAS THE AUTHORITY TO
INmATE FIELD CHANGES TO INSURE PUBLIC SAFETY.
16. ALL WORK AFFEC-nNG BUS STOPS SHALL BE COORDINATED WITH NORTH
COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCID AT (760)
967-2828 AT LEAST 72 HOURS IN ADVANCE OF STAR-nNG WORK.
17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC
CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE
APPROVED. THESE SIGNS SHALL BE SHOWN ON THE TRAFFIC CONTROL
PLAN.
TEMPORARY CONSTRUCTION SIGNS
W20-1
~
W11-1
SHARE
THE
ROAD
W16-1
~ WORK
G20-2
~
W4-2(R)
W5-1
C30(CA)
~
W4-2(L)
A "v/
C12(CA)
C30(BK)(CA)
SIDEWALK CLOSED
AHEAD
CROSS HERE
R9-11 (L)
R9-3
W20-5(R) W20-5(L) W20-5(BK)
SIDEWALK CLOSED SIDEWALK
AHEAD CLOSED
CROSS HERE R9-9
R9-11 (R)
W12-1
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
~-4--~------------------~--~~---+~lsHBEETI CITY OF CARLSBAD ~1 PUBLIC W'DRKS DEPARTMENT l____?_2:_j ~~~P~R~O~~E~ME~N~T~n~AN~ffi~R~:==================~~==~
PALOMAR AIRPORT ROAD WIDENING
AT PASEO DEL NORTE
1---+----il---------------+--+---+---1----1 TRAFFIC CONTROL NOTES AND SIGN LEGEND
ACCEPTED PAT A. THOMAS
1--~--~----------------+--~--+--~--~~PU~B~UlC~W~O=RK=S=D=IR=E=~~OrR====~~ff~f===~~~D~A~~~
DATE INillAL DATE INillAL DATE INillAL :OWN BY: PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~g ~~~ ---6043/6044 XXX-X
H:\PDATA\154178_PALOMAR AIRPORT RD. WIDENING\CADD\LAND\DLV\154178-08-TC.DWG CAMERON.HART 8/11/16 12:07 pm
'' ·-··~ ---..... -·-----------~---·-·~. --
~G2D--2
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( 12')
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EX RAISED MEDIAN
-PALOMAR AIRPORT RD
1'112-1
' ("'00. ''
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( 12')
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(12') <=::> --
( 12') <=::>
(12') <=::>
(8')
.;Y· ,..,,... --":="oo=-=-==~I12~'~M~IN~I-==~--~;':oo~-j' ___ ,--@-'~ ---_, ---
-!r-• -~=-="'========::;::::::::==:;:::::·=G)G1\:,_=_::;.J',.@[_~_:(D_-=:::----=:,.,...:• [~c;'3~0~~C~A)~==9i[ !c30(CA) [c3o(CA)
114'MIN! <=::> !14'MINI <=::>
~W20-1 ri'/2()::.5(L) -··-· r 1'14:..:2(L)
250' 250' 250'
LEGEND
EZ2ZJ WORK AREA
CLOSED TRAFFIC AREA
~ FLASHING ARROW SIGN
~ TEMPORARY CONSTRUCTION SIGN (AS NOTED ON PLAN)
• PORTABLE CONES OR DELINEATORS
<=::> DIRECTION OF TRAFFIC
I TYPE II BARRICADE
[ TYPE II BARRICADE WITH CONSTRUCTION SIGN
@ REMOVE PAVEMENT MARKING
!16 'MINI PROPOSED CONSTRUCTION LANE WIDTH
(14') EXISTING LANE WIDTH
li] EXISTING TO REMAIN
@ SIGNALIZED INTERSECTION
, ,
,"NI:iGiffilaei.-IJa.k\er,: . . .
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM
270'
MERGE TAPER
(12') <=::>
TAPER LENGTH CALCULATION
MERGE TAPER= L = (10 X 40')/60 = 267' -USE 270'
L = LENGTH OF TRANSITION = (W X S')/60
W = OFFSET
S = DESIGN SPEED
CONSTRUCTION NOTES
250'
BUFFER
CD CONES/DELINEATORS SHALL BE PLACED 40' INTERVALS.
NOTES:
1. DESIGN SPEED FOR PALOMAR AIRPORT ROAD IS;
40 MPH -WEST OF PASEO DEL NORTE
50 MPH -EAST OF PASEO DEL NORTE
2. SEE SHEET 8 FOR TRAFFIC CONTROL NOTES AND TEMPORARY CONSTRUCTION
SIGN LEGEND.
3. CONTRACTOR MUST PROVIDE FIVE (5) DAYS NOTIFICATION SIGNS TO THE
COMMUNITY PRIOR TO WORK THAT REQUIRES STREET CLOSURES, DETOURS,
DELAYS, CLOSURE OF BUS STOPS AND WEEKEND WORK.
DESCRIPTION OF WORK
CONSTRUCTION OF MEDIAN CURB AND GUTTER ON PALOMAR AIRPORT ROAD
H:\PDATA\154178_PALOMAR AIRPORT RD. WIDENING\CADD\LAND\DLV\154178-09-TC.DWG CAMERON.HART 8/11/16 12:11 pm
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I lill~1 --~~~~~ -~~ SCALE: 1 ";40 '
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
~-1---r-------------------+--~--r-~--~~sHgEETI CITY OF CARLSBAD ~1
r-~~~~~~PU~B~L=IC==~=D=R=K=S=D=E=P=A=RT=M=E=N=T==~L_22_j====~
IMPROVEMENT PLAN FOR:
PALOMAR AIRPORT ROAD WIDENING
AT PAS EO DEL NORTE
TRAFFIC CONTROL PLAN-PHASE 1
ACCEPTED PAT A. THOMAS
~--1--~---------------1--+--~--+---i~P;UB~L~IC~~~R=K=S=D=IR=EC=m~R~==~~~~====~~D~A~IT~~
~;:;-;-;:;::---f--;;w;;-;:;-~---------------1---::c:-=-+:-=:-:-t--:-:=-+=-::--! OWN BY: ---PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INillAL -
ENGINEER OF WORK REVISION DESCRIPTION f-0-'--IH-ER"---APJ...PR-0-VA-L-+--CI_TY_A_,P'-PR-0-VA-L-1 ~~g ~{~ ---6043/6044 XXX-X
--------·-·--
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-PALOMAR AIRPORT RD
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.... -· .~ -~R/W ...... __ .------" ......... .
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25<00 ---------·-~~~2~--
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LEGEND
I'22ZI
ON SE CORNER OF INTERSECTION
OF PALOMAR AIRPORT RD AND
AVENIDA ENCINAS
WORK AREA
CLOSED TRAFFIC AREA
FLASHING ARROW SIGN
~ TEMPORARY CONSTRUCTION SIGN (AS NOTED ON PLAN)
• PORTABLE CONES OR DELINEATORS
=:> DIRECTION OF TRAFFIC
I TYPE II BARRICADE
[ TYPE II BARRICADE WITH CONSTRUCTION SIGN
~ REMOVE PAVEMENT MARKING
!16 'MINI PROPOSED CONSTRUCTION LANE WIDTH
(14') EXISTING LANE WIDTH
IT] EXISTING TO REMAIN
@ SIGNALIZED INTERSECTION
' '
;Micdaael·~nalet!;
'
INTERNATIONAL
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760)416-9193
MBAKERINTL.COM
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DEL NORTE AND CAMINO DE LAS ONDAS
CONSTRUCTION NOTES TAPER LENGTH CALCULATION
(!) CONES/DELINEATORS SHALL BE PLACED 40' INTERVALS.
(?) CONES/DELINEATORS SHALL BE PLACED 20' INTERVALS.
SHOULDER SHIFT TAPER = L = (3 X 40 2)/60/3 = 27' -USE 40'
~ INSTALL/REMOVE STRIPING, PAVEMENT MARKINGS AND OR/ SIGNS
PER SIGNING AND STRIPING PLAN.
NOTES:
1. DESIGN SPEED FOR PALOMAR AIRPORT ROAD IS;
40 MPH -WEST OF PASEO DEL NORTE
50 MPH -EAST OF PASEO DEL NORTE
L = LENGTH OF TRANSJTION = (W X S2)/60/3
W = OFFSET
S = DESIGN SPEED
2. SEE SHEET 8 FOR TRAFFIC CONTROL NOTIES AND TEMPORARY CONSTRUCTION
SIGN LEGEND.
3. CONTRACTOR MUST PROVIDE FIVE (5) DAYS NOTIFICATION SIGNS TO THE
COMMUNITY PRIOR TO WORK THAT REQUIRES STREET CLOSURES, DETOURS,
DELAYS, CLOSURE OF BUS STOPS AND WEEKEND WORK.
DESCRIPTION OF WORK
CONSTRUCTION OF CURB, GUTTER, DRIVEWAY, SIDEWALK AND PEDESTRIAN
RAMP ON PALOMAR AIRPORT ROAD
I~ R9-11(R) I . . 40 20 0~---40~~~~80 120
SCALE: 1 "=40 '
"AS BUILT"
RCE __ _ EXP. DATE
REVIEWED BY:
INSPECTOR DATIE
fSHITil CITY 0 F CARLSBAD ~ r----t--t-----------------j~-+---i--+---1 L_2Qj PUBLIC 'WORKS DEPARTMENT L.2.!_j ~~~P~R~O~~ME~N~T~~~AN~FO~R~:==================~~==~
PALOMAR AIRPORT ROAD WIDENING
AT PASEO DEL NORTE
TRAFFIC CONTROL PLAN-PHASE 2
ACCEPTIED PAT A. THOMAS
f----i----f-----------------------------~----~----~---+--~~P~UB~l~IC~~~R=K=S=D=IR=EC=W~R~==~~~=;====~==D~A~rr~~ ri1.oAi"iTE'i'hliMNiiTil1AiAL+-----------------j--;:-0A;-:;TE;:-~1N::::Ill:-:-A:-L {-,D::cA::::TE:--J-c1:::NI=ll-:-:AL-J OWN BY: ---PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 2~8 ~~~ ---6043/6044 XXX-X
H: \PDATA \154178 PALOMAR AIRPORT RD. WIDENING\CADD\LAND\DLV\154178 10 TC.DWG CAMERON.HART 8/11/16 12:15 pm
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LEGEND
i22ZI WORK AREA
1000'
ON SE CORNER ON INTERSECTION
OF PALOMAR AIRPORT RD AND
AVENIDA ENCINAS
CLOSED TRAFFIC AREA
~ FLASHING ARROW SIGN
~ TEMPORARY CONSTRUCTION SIGN (AS NOTED ON PLAN)
• PORTABLE CONES OR DELINEATORS
<=> DIRECTION OF TRAFFIC
I TYPE II BARRICADE
[ TYPE II BARRICADE WITH CONSTRUCTION SIGN
(@) REMOVE PAVEMENT MARKING
J16'MINJ PROPOSED CONSTRUCTION LANE WIDTH
(14') EXISTING LANE WIDTH
UJ EXISTING TO REMAIN
@ SIGNALIZED INTERSECTION
' ' ' flli~.iaei}Ba~er:
INTERNATIONAL
5050 Avenida Encinas
Suite260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM
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CONSTRUCTION NOTES
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(}) CONES/DELINEATORS SHALL BE PLACED 40' INTERVALS.
(?) INSTALL/REMOVE STRIPING, PAVEMENT MARKINGS, AND/OR SIGNS
PER SIGNING AND STRIPING PLAN.
NOTES:
1. DESIGN SPEED FOR PALOMAR AIRPORT ROAD IS;
40 MPH -WEST OF PASEO DEL NORTE
50 MPH -EAST OF PASEO DEL NORTE
2. SEE SHEET 8 FOR TRAFFIC CONTROL NOTES AND TEMPORARY CONSTRUCTION
SIGN LEGEND.
3. CONTRACTOR MUST PROVIDE FIVE (5) DAYS NOTIFICATION SIGNS TO THE
COMMUNITY PRIOR TO WORK THAT REQUIRES STREET CLOSURES, DETOURS,
DELAYS, CLOSURE OF BUS STOPS AND WEEKEND WORK.
DESCRIPTION OF WORK
CONSTRUCTION OF CURB, GUTTER AND DRIVEWAY ON PALOMAR AIRPORT ROAD
H:\PDATA\154178_PALOMAR AIRPORT RD. WIDENING\CADD\LAND\DLV\154178-11-TC.DWG CAMERON.HART 8/11/16 12:18 pm
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40 20
0 ..... 40~~~80----~12D
SCALE: 1"=40'
"AS BUILT"
RCE __ _ EXP. DATE
REVIEWED BY:
INSPECTOR DATE
fSijEpl CITY OF CARLSBAD ~ f----l--+----------------t---+--1---+---1 L2!.J PUBLIC 'WORKS DEPARTMENT L__21_j ~~~PiRO~~~EM~E~NT~P~~~N~F~OR~:==================~====~
PALOMAR AIRPORT ROAD WIDENING
AT PASEO DEL NORTE
TRAFFIC CONTROL PLAN-PHASE 3
ACCEPTED PAT A. THOMAS
f----l----+------------------------------t-----+----1----+----I~P~UB;.U~C~W;DR=K=S=D=IR=IT=ID;R~==~~~~====~~D~A~IT~~
1-~=--l--==-:-7'+-----------------+-----+--,-------'l--:---=:--+----,-,---i OWN BY: ---PROJECT NO. DRAWING NO. DATE INI11AL DATE INI11AL DATE INI11AL
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CI1Y APPROVAL ~~~ ~~~ 6043/6044 XXX-X
-------