HomeMy WebLinkAboutDWG 470-3; 6028; PALOMAR AIRPORT RD AND COLLEGE BLVD IMP; 01-06PROJECT SITE
CONSTRUCT/ON PLANS
FOR
PALOMAR AIRPORT ROAD & COLLEGE BOULEVARD·INTERSECTION IMPROVEMENTS
PROJECT NO. 6028/6029
~ =-
VICINITY MAP
NOT TO SCALE
SHEET INDEX
1 nTLE SHEET
2 NOTES
J PALOMAR AIRPORT ROAD STORM DRAIN IMPROVEMENTS
4 COLLEGE BOULEVARD STORM DRAIN IMPROVEMENTS
5 PALOMAR AIRPORT ROAD IMPROVEMENTS
6 SIGNAGE & STR/PfNG PU.N. . ...... ----~--
'
AUGUST2012
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
C:
CITY COUNCIL PROJECT SITE
MA TT HALL -MAYOR
ANN KULCHIN -MAYOR PRO TEM
MARK PACKARD -COUNCIL MEMBER
KEITH BLACKBURN -COUNCIL MEMBER
FARRAH DOUGLAS -COUNCIL MEMBER
LISA HILDABRAND
CITY MANAGER
SKIP HAMMANN
TRANSPORTATION DIRECTOR
bl-tA,lnc.
land planning. civil englneenng, suiveylng
5115 AVENIDA ENCINAS
SUl1E "L".
CARLSBAD, GA. 92008-4387
(760) 931-8700 RCE 65090 EXP. 9/J0/1J
LOCATION MAP
NOT TO SCALE
NOTE:
CONTRACTORSHALLLOCATEALLEXIST/NG
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES AND
PROTECT IN PLACE.
"AS BUILT"
RCE __ EXP. __ _
I SH1EET I CITY OF CARLSBAD t----+---+--------------+---t---t--f-----1 TRANSPORTATION DEPARTMENT
t----+---+---------------+---t---t--f-----1
t----+---+--------------+----+----+--1----1 MPROVEMENTPLAN FOR:
t----+---+--------------+---t---t--f-----1
PALOMAR AIRPORT ROAD &
COLLEGE BOULEVARD
INTERSECT/ON IMPROVEMENTS
TITLE SHEET; VICINITY MAP; LOCATION MAP
Y: CONRAD "SKIP" HAMMANN
DA1E
DATE
~......... /Z,
t----+---+----------,-------+---t---t--f-----1 TRANSPORTATION DIRECTOR PE 33069 EXP. 6-30-14 DATE
l--=cc=-+-~-+---------------+---t---t--f-----1 PoD~WN~BYr:: =:iizii57:::::::::~P~R~OJ~E§CT~N~o2=. ::::::::lli!DR~A~Wl~NG~Noil. EN~~:R o~Nl:~K REVISION DESCRIPTION o:; APP;~::~ :~~ APP;~::~ ~~g ~~; .. ~&. 6028/6029 470-3
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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
MUNIC/f?AL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER
ADDITIONAL DOCUMENTS LJSTED 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 PUBLJC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE
OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL
INSURED ON THE PERMITTEE'S POLJCY IN THE MINIMUM AMOUNT OF $1,000,000.00
FOR EACH OCCURRENCE OF LIABILJTY. THE INSURANCE COMPANY WRITING THE POLICY
MUST HA VE A RA TING OF "A-• OR BETTER AND A SIZE CATEGORY OF CLASS ·V
OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING 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 DA TE 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 ORA WING SHALL BE REVISED TO REFLECT AS-BUil T COND/nONS 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) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIEW 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 FIEW COMPACTION
REPORT(S) SHALL BE /MMEDIA TELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR
UPON COMPLETION OF THE FIELD TESTS.
12 A PRFCQNSTRl/CVON MFFTTNG SHAii BF Hf/ Q 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 ORA WINGS MUST BE A VA/LABLE 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: 00 P.M.
ON THE DAY BEFORE THE INSPFCVQN IS NEEQFD INSPECTIONS WILL BE MADE THE
NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER
14. THE OWNER AND/DR 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 SUBMlmNG
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 /NSTALLA TION 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
RY THE CQNSTRUC11QN SAFFTY QRQFRS Till E 8 CA/IFOFIN/A ADMIN/STRA TIVF CQDF
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, OP[RA11QNS Wlll CfASE /WdfQ/AW Y'. AND THE PERM/TT££ WILL NOTIFY
THE CITY ENGINE£R. OPERATIONS WILL NOT RESTART UNTIL TH£ PERM/TT££ HAS RECEIVED
WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. IF ANY HUMAN REMAINS ARE
DISCOVERED, ALL CONSTRUCTION ACTIVITY IN THE IMMEDIATE AREA OF THE DISCOVERY
SHALL CEASE IMMEDIATELY, AND THE CONTRACTOR SHALL NOTIFY TH£ COUNTY MEDICAL
EXAMINER PURSUANT TO CALIFORNIA HEAL TH AND SAFETY SECTION 7050.5. SHOULD
THE MEDICAL EXAMINER DETERMINE THE HUMAN REMAINS TO BE NATIVE AMERICAN;
THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE CONTRACTED PURSUANT
TO CALIFORNIA PUBLIC RESOURCES CODE SECTION 5097.98.
17. ALL OPERATIONS CONDUCTED. ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING
UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA TIDN OF TRUCKS, EARTHMOVING EQUIPMENT,
CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL
BE LIMITED TO THE PER/DD BETWEEN 7: 00 A.M. AND SUNSET 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
ENGINEER/NG 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 RFSULT OF THE
GRADING OPERA TIDN.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING
PROGRAM AND BLASTING PERMIT.
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 LDCA TION OF ALL EXISTING FACILITIES (ABOVEGROUND
AND UNDERGROUND) WITHIN THE PROJECT S17£ SUFFICIENTLY AHEAD OF THE
CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON PLANS IF IT IS
FOUND THAT THE ACTUAL LDCA TIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TD STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (8D0)660-7343
PACIFIC BELL (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (760)806-9809
CITY OF CARLSBAO(STREETS AND STORM ORAIN) (760)434-2980
'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
'SAN 0/EGUITO 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 • AS APPROPRIATE
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS
HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DD/NG 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 ENGINEER/NG
INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING
DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
• AS-BUIL i PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PR/DR TO
CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. 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 DR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMIN/STRA TIVE CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST
EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF
INDUSTRIAL SAFETY BEFORE ANY EXCA VAT/ON AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTR!crs EXISTING SYSTEM, A PERMIT SHALL
BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE
DISTR/crs ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON.
(TELEPHONE NO. [760] 438-3891)
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEER/NG STANDARDS" (LA TEST
EDITION) VOLUMES 2 & 3.
2. THE CONTRACTOR SHALL OBTAIN AN EXCA VAT/ON PERMIT FROM THE DIVISION OF
INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF
OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUCT/ON SAFETY ORDERS.
3. 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.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HEW A MINIMUM OF 7 DAYS
BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF
CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF
CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)438-3891.
6. 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.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS
OF CA Tl-/00/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT
AND DEMONSTRATES Tl-IA T PROTECTION CAN BE PERFORMED IN ANOTHER MANNER,
THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE
FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE
DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS
SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
10. ALL WATER METER BOXES SHALL BE 17" X JD" X 12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL
BE 10 FEET.
12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.
13. 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.
14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE 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.
•DECLARATION OF RESPONSIBLE CHARGE•
I HEREBY DECLARE Tl-IA T I AM THE ENGINEER OF WORK FOR THIS PROJECT, Tl-IA T I
HA VE EXERCISED RESPONSIBLE CHARGE OVER Tl-IE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND Tl-IA T
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND Tl-IA T THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA TTONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: BHA, INC.
ADDRESS: __ 51_1_5_A_VE_N_ID_A_EN_C_IN_A_S_, _S_UI_TE_L __
CITY, ST.: __ CA_R_L_SB~A~D~, _C_A._9_2_0_08 _____ _
TELEPHON~ _7~60~-,9~371-_8_7_00 _______ _
BY: '.fi 1ii£.-s~/TI-I DATE: _ _,_z.,_/2=2!!,--7,.,,lt..,,,,'t' __
R.C.E. N0.: __ 65_0_9_0 _________ _
REGISTRA T/ON EXP/RATION DA TE: __ 9/_J_0/~1_3 __ _
------------~
ABBREVIATIONS:
AB -AGGREGATE CONCRETE BASE HP -HIGH POINT
ABM -AIR BLOWN MORTAR IE -INVERT ELEVATION
AC -ASPHALT CONCRETE LF -LINEAL FEET t,p -ANGLE POINT LP -LOW POINT
MN -AIR RELEASE VALVE LT -LEFT
BC -BEGIN CURVE MH -MANHOLE
BO -BLOW OFF MVC -MIDDLE VERTICAL CURVE BVC -BEGIN VERTICAL CURVE NTS -NOT TO SCALE BW -BOTTOM OF WALL p -PAVEMENT
C -CONCRffi PA -PLANTING AREA
C&G -CURB AND GUTTER PCC -POINT OF COMPOUND CURVE CDS -CUL DE SAC PCR -POINT OF CURB RETURN
CL -CENTERLINE PRC -POINT OF REVERSE CURVE co -CLEANOUT PVC -POLYVINYL CHLORIDE
E -ELECTRIC RCP -REINFORCED CONCRETE PIPE
EA -EACH RP -RADIUS POINT
EB -EASTBOUND RT -RIGHT
EC -END CURVE RW -RIGHT-OF-WAY
ECR -END CURVE RETURN s -SEWER
EP -EDGE OF PAVEMENT SD -STORM DRAIN
EYC -ENO VERTICAL CURVE SF -SQUARE FEET FC -FACE OF CURB ST -STREET
FG -FINISHED GRADE SW -SIDEWALK
FH -FIRE HYDRANT T -TELEPHONE
Fl -FLOWLINE TB -TOP OF BERM/DIKE
FLG -FLANGE TC -TOP OF CURB
FS -FINISHED SURFACE TF -TOP OF FOOTING G -GAS TG -TOP OF GRATE GB -GRADE BREAK TP -TOP OF PIPE
fN -GATE VALVE TW -TOP OF WALL HOPE -HIGH DENSITY POLYETHYLENE w -WATER
CONSTRUCTION NOISE:
CONSTRUCTION DURING THE GNATCA TCHER BREEDING SEASON (FEBRUARY 1 ST TO
SEPTEMBER 15TH) SHALL BE LIMITED TO NOT PRODUCE ADVERSE IMPACTS ON
NESTING BIRDS. IF CONSTRUCTION NOISE LEVEL EXCEEDS 60 DBA LEO OR AMBIENT
NOISE, WHICHEVER IS GREATER, A QUALIFIED BIOLOGIST SHALL MONITOR BIRD
ACTIVITY. IF ADVERSE IMPACTS TO THE NESTING BEHAVIORS ARE DETECTED, ALL
CONSTRUCTION NOISE LEVELS MUST BE KEPT BELOW 60 DBA LEO OR AMBIENT
NOISE, WHICHEVER IS GREATER, OR NOISE ATTENUATION SHALL BE PROVIDED TO
MAINTAIN ACCEPTABLE NOISE LEVELS.
ORANGE CONSTRUCTION FENCING:
IN ORDER TO AVOID IMPACTS TO ADJACENT OPEN SPACE HABITATS DURING
CONSTRUCTION, ALL IMPACTED OPEN SPACE INTERFACES WILL REQUIRE TEMPORARY
ORANGE CONSTRUCTION FENCING WHICH CLEARLY DELINEATES THE EDGE OF THE
APPROVED LIMITS OF GRADING AND CLEARING AND ENVIRONMENTALLY SENSITIVE
AREAS BEYOND. THIS FENCING SHALL BE INSTALLED IN ALL AREAS ADJACENT TO
PROTECTED OPEN SPACES, AND SHALL BE INSTALLED PRIOR TO CONSTRUCTION,
AND MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITY. FENCING SHALL
BE INSTALLED IN A MANNER THAT DOES NOT IMPACT HABITATS TO BE AVOIDED. IF
WORK OCCURS BEYOND THE FENCED OR DEMARCATED LIMITS OF IMPACT, ALL WORK
SHALL CEASE UNTIL THE PROBLEM HAS BEEN REMEDIED AND MITIGATION IDENTIFIED,
TO THE SATISFACTION OF A BIOLOGICAL MONITOR. TEMPORARY ORANGE
CONSTRUCTION FENCING SHALL BE REMOVED UPON PROJECT COMPLETION OF
CONSTRUCTION OF THE PROJECT.
STAGING AREAS
NO STAGING AREAS SHALL BE LOCATED WITHIN SENSITIVE HABITAT. CONTRACTOR
SHALL RECEIVE APPROVAL BY THE PLANNING & ENGINEERING DIVISION PRIOR TO
MOBILIZATION AND STAGING OF EQUIPMENT.
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REFERENCE DRAWINGS
DWG 239-1, DWG 283-7, FM 85-17 & ROS 17271
BASIS OF COORDINATES
CLSB-062
N1992567.582'
E 6244721.483'
ELEV. 302.904' (NVGD 29)
RECORD OF SURVEY 17271
HPGN11-07
N1992292. 218'
E 6247271.807'
ELEV. 309.190' (NVGD 29)
RECORD OF SURVEY 17271
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL
SURVEY METHODS FROM INFORMATION GATHERED ON JUNE 21
20...1.Q_ BY RIGHT OF WAY ENGINEERS
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1.
2.
J.
4.
5.
6.
7.
8.
9.
10.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD ENGINEERING STANDARDS
THIS SET OF PLANS
RESOLUTION NO. ____ _ DATED _______ _
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
SOILS REPORT AND RECOMMENDATIONS BY ________ _ _____ DATED ______ _
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
STORM WATER POLLUTION PREVENTION PLAN PREPARED BY ______ _
DATED ______ WDID NO. 9 37S ____ _
STORM WATER MANAGEMENT PLAN PREPARED BY ________ _ DATED ______ _
CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
EXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY CENTERLINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING SEWER M.H.
EXISTING STORM DRAIN (SIZE PER PLAN)
EXISTING STORM DRAIN CLEANOUT
EXISTING CURB INLET
EXISTING CONG CURB & GUTTER
CONSTRUCT 6" TYPE G CURB & GUTTER SDRSD G-2
CONSTRUCT TYPE G CURB & GUTTER SDRSD G-2
TRANSITION (6" TO 10"C.F.)
CONSTRUCT 5.5' WIDE PRC SIDEWALK
CONSTRUCT A-5 CLEANOUT
CONSTRUCT A-4 CLEANOUT
CONSTRUCT WING TYPE HEADWALL
CONSTRUCT TYPE B BROW DITCH
SDRSD G-7
0-9
D-9
0-34
D-75
CONSTRUCT AIR BLOWN MORTAR INLET APRON
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CONSTRUCT 36" RCP STORM DRAIN WATER TIGHT JOINTS (1350-0) ==========
CONSTRUCT 30" RCP STORM DRAIN WATER TIGHT JOINTS (1350-D) =========
CONSTRUCT 27" RCP STORM DRAIN (1350-D)
CONSTRUCT 18" RCP STORM DRAIN WA1ER TIGHT JOINTS (1350-D) ======"'
CONSTRUCT TYPE A-1 INLET (LENGTH PER PLAN) D-1
CONSTRUCT TRENCH RESTORATION
(SEE NOTE SHEET 3 & 4)
CONSTRUCT 4• AC/8" AB CL II AB (MIN.)
PROPOSED 2' WIDE GRIND AREA
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rESSJ
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202 LF.
20 LF.
1,207 SF.
1 EA.
3 EA.
1 EA.
JDJ LF.
33 SF.
264 LF.
132 LF.
143 LF. +
48 LF W. T.
14 LF.
1 EA.
610 LF.
1,686 SF.
221 LF.
"' 8~ No. land planning. civil englnOOlllng. surveying
~Y/2.1/2z MICHAEL H. SM/TH'
RC£ 65090 EXP. 9/30/13
"' Exp. 5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
"AS BUILT"
?-/21lt1o
/ DATE
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROIECT LOCATION
f----+----1--.4-s-_e_u,_1/1._r _______ -+---+---t----t-----11 sH2EET I CITY OF. CARLSBAD I sH6EETs I
TRANSPORTATION DEPARTMENT
;;IM:;;P;:RO;;VE;M;E;_'.N;:T P;;lA:;;N:;:F;;O;R:=· =========::::::'...::::===; THIS PROJECT IS LOCATED WITHIN STREET RIGHT OF WAY
THE CALIFORNIA COORD/NA TE INDEX OF THIS PROJECT IS N ___ _,,..._ ____ E ___ ~16=8=0 _____ _
BENCH MARK
DESCRIPTION: CLSB-062; WELL MONUMENT STAMPED "LS 3189"
LOCATION: CNTR. OF CUL-DE-SAC AT S.E END OF DARWIN COURT
RECORDED: RECORD OF SURVEY 17271
ELEVATION: 302.904 DA TUM:.~N=G=VD~29~---
t-----+----+---------------+----,----,--t-----1 PALOMAR AIRPORT ROAD &
COLLEGE BOULEVARD
INTERSECTION IMPROVEMENTS
NOTES; KEY MAP; WORK TO BE DONE
APP V BY: CONRAD "SKIP" HAMMANN
""'----
TRANSPOR A TlON DIRECTOR PE 33069 EXP. 6-30-14
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STDS. GS-25 THRU GS-28
76+00
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GRADING PROHIBITED IN THIS AREA
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DA TA THIS SHEET
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES AND
PROTECT IN PLACE
"AS BUILT"
RCE __ _ EXP,----
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A,--
DATE
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0
NO
I
2
.
◊
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1
2
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CENTERLINE DATA 0
DELTA/BRG, RADIUS LENGTH REMARKS NO
29"15'58" 2250,00 1149,28 Cl PALOMAR AIRPORT RD, I
N 81"01 'I 8" W -2.27' Cl PALOMAR AIRPORT RD.
POTHOLE DATA
STA. ~ OFFSET DESCRIPTION DEPTH
TOP 3 POLY GAS MAIN 43 TOP PIPE 76+96.98~29.35 RT
76+97,67~31.61' RT TOP ELECTRICAL EASEMENT 23" TOP 41" BOTTOM
DELTA/BRG.
6"3729
r c----'-i----~Tf!E!VC/1 t{rfE3UlffllCE ?Elf' C/lf
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SEE SHEET 5
FOR PALOMAR AIRPORT ROAD
RIGHT TURN LANE IMPROVEMENTS
,,
-, '
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----+------
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STORM DRAIN DATA
RADIUS
2280,00'
LENGTH REMARKS
263,62' 36 RCP 11350-D I W. T. JOINTS
.
bl-tA,lnc.
land l)klnning, civil engineeiing, suweying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA, 92008-4387
(760) 931-8700
1---+----->-/J,-'8_.f}_U._1/L_T _______ ___, _ ___,_--+----+--_, I SH3EET I CITY OF CARLSBAD I SH6EETS I
TRA~SPORTATION DEPARTMENT
:;;:M;;;PR;:0;;:VE;;;M;;E;,,'.N;T;:PLAN:;;;::;FO~R;: ==========:::::'...:::::====:
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PALOMAR AIRPORT ROAD &
COLLEGE BOULEVARD
INTERSECTION IMPROVEMENTS
PALOMAR AIRPORT ROAD STORM ORAJN IMPROVEMENTS
TRAN PE 33069 EXP. 6-30-14 DATE
DWN BY: PROJECT NO, DRAWING NO,
CHKD BY: _M.~S-
RVWD BY: MS 6028/6029 470-3
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NO SCALE
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0
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1
2
CENTERLINE DATA
DELTA 'BRG. RADIUS LENGTH REMARKS
N 11"39 41 W 526.21' COLLEGE BL VD.
W. T. JOINTS
W. T. JOINTS
W. T. JOINTS
W. T. JOINTS
1b1t1 ~ CITY OF CARLSBAD 1---t'---t-------------------11------t---t---t---1 L_i__J-TRANSPORTATION DEPARTMENT
1----1~-+-~--------------t---+--t----+---I
MICHAEL H. SMITH
RC£ 65090 EXP. 9/30/13
bl-tA,lnc.
kind planning, civil enginoorung, suiveylng
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
PLAN: COLLEGE BOULEY ARD
SCALE: 1 "=20" NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES AND
PROTECT IN PLACE.
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
DATE INITIAL
ENGINEER Of WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
MPROVEMENT PLAN FOR:
PALOMAR AIRPORT ROAD &
COLLEGE BOULEVARD
INTERSECT/ON IMPROVEMENTS
COLLEGE BOULEVARD STORM DRAJN IMPROVEMENTS
APPR BY: CONRAD "SKIP" HAMMANN
i1110N DIRECTOR PE 33069 EXP. 6-30-14
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2 8"55'45" 270.00' 42.08' 6" 'TYPE G' CURB AND GUTTER
3 N 72V5'33" W -43.19' 6" 'TYPE G' CURB AND GUTTER
4 7°04'52" 280.00' 34.61' 6" 'TYPE G' CURB AND GUTTER
0 CENTERLINE DATA
NO DELTA/BRG. RAD/US LENGTH REMARKS
1 N 81V118" W -355.59' CL PALOMAR AIRPORT RD.
2 2·40'01· 2300.00' 107.05' CL PALOMAR AIRPORT RO.
__ ,_. ··_ .. -----.. ----_____ .. ---
·--""--··---.
/
. -----·-·--· ;• "~ --i § / _-I -,;.::: , ·c·'~ ·-•-w;:t"'""c""'"'o::c':·:,;::"''":'""'"'""'1it'"it-" ____ •·«cc-=.w--.~ .... ,,.,cc,•-,,°'-····--~··-·;' _,,,,, ... ,,,,,,'.:;;c: .... ··,r·· .. , ..... , --.✓,, ------w-•-------.,,-.... -.. ,. GRl/'ID 2' --.... --.. • ......... ."'.;;:·: : -·-7-= w
-J . : ~T :~ ' I ! ----(! / --,/ ---------;; :
' I ' ;:3 ! ---I -;"' -.. --' l1 '-' ~ [ls /
MATCH EX. PAVEMENT
@ EDGE AFTER CURB
& GUTTER REMOVAL
2'
. ---·-· .. -
r,:·::; ; j >, '-<.
\
GRADING QUANTITIES NOTE
CUT VOLUME = 240 C. Y.
FILL VOLUME = 0 C. Y.
EXPORT VOLUME = 240 C. Y.
c:::::.::;:;_J.i;:2cT~~-"'-'T_i2~•~AC PER G5-28 OVERLAY (FINISH COURSE C2-PG64-IO)
4• AC (B-PG64-10}
8" AB CLASS JI
PLAN: PALOMAR AIRPORT ROAD
SCALE: 1 "=20'
"AS BUILT"
NOTE:
RC[ __ _ EXP.----DATE
RCE 65090 EXP. 9/J0/1J .
bJ.iA,lnc.
land planning. cMI englneerlng, suiveylng .
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
l---+------1--,4s_B_v_1/i_r ______ -,-----1----1---+---+---1 I sH5EET I CITY OF CARLSBAD I sH6EETs I
lRANSPORTATION DEPARTMENT
:;;M:;;P:;R:;;0\o:;E;;:M~EN;;,T;;P;;:lA:;;N;;FO~R;:: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::'....':::::::::::~
PALOMAR AIRPORT ROAD &
COLLEGE BOULEVARD
INTERSECTION IMPROVEMENTS
PALOMAR AIRPORT ROAD IMPROVEMENTS.
Y: CONRAD "SKIP" HAMMANN
TRANSP PE 33069 EXP. 6-30-14 DATE
TYPICAL SECTION: RIGHT TURN ONLY WIDENING
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VAL VE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, -STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES AND
PROTECT IN PLACE. DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO.
NO SCALE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY: ~M.,.s~
RVWD BY: MS 6028/6029 470-3
\
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'
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~
/4--.Jf:i---77-z. 7J2
MICHAEL H. SMITH ' '
No. 6
xp. 09/30/1
RC£ 65090 EXP. 9/J0/1J
CAll~
--bl-lA,lnc.
land planning, civil engineering, surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
DETAIL: ST. LIGHT MOUNTED SIGN
COLL~1~1!?ULEV ARD®
f
\
/
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING.
2. ALL SIGNING, STRIPING AND PA VEM[NT MARKINGS SHALL CONFORM TO THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION), THE CAL TRANS
STANDARD PLANS AND SPECIF/CA nONs (LA T£ST VERSION), THESE PLANS AND THE
SPECIAL PROVISIONS.
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTA noN
OIRECTOR OR HIS REPRESENTA nVE, PRIOR TO INSTALLA noN.
4. ANY DEV/A noN FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY
THE TRANSPORTA nON DIRECTOR OR HIS REPRESENTA nVE PRIOR TO ANY CHANGE IN
THE FIELD.
5. ALL STRIPING SHALL BE REFLECnVE PER CALTRANS SPECIF/CA nONs. STRIPING SHALL
BE REPAINT£D TWO WEEKS AFT£R INtnAL PAINTING.
ALL SIGNAGE SHALL BE REFLECnVE PER ASTM DESIGNA nON D4956 AND SHALL USE
TYPE IV PRISMA nc REFLECnVE SHEEllNG (HIGH INT£NSITY PRISMA nc OR EQUAL)
UNLESS OTHERWISE SPECIFIED. R1-1 "STOP", R1-2 "YIELD", R2-1 "SPEED LJMli AND
STREET NAME SIGNS SHALL USE TYPE IX PRISMA nc CUBE-CORNER REFLECTIVE
SHEEllNG (DIAMOND GRADE VIP OR EQUAL).
PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
MARKINGS WITHIN A 500' PERIMET£R OF THE CONSTRUCllON PROJECT WILL BE
RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEEllNG THE APPROVAL OF THE
CITY INSPECTOR.
11. UMIT LINES AND CROSSWALKS SHALL BE FIELD LOCAT£D. CROSSWALKS SHALL HAVE 10
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT
LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. PREFORMED
THERMOPLASTIC ARROWS AND LEGENDS SHALL NOT BE ACCEPTABLE.
1 J. SIZE OF SIGNS SHALL CORRESPOND TO THE SIGN SIZE IND/CA T£D FOR CONVENllONAL
ROADS AS SHO'NN IN THE FHWA STANDARD HIGHWAY SIGNS (LATEST VERSION) UNLESS
OTHERWISE SPECIFIED.
14. SIGN POSTS SHALL BE SQUARE PERFORA T£D STEEL TUBING WITH BREAKAWAY BASE
PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.
15. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD
CITY OF CARLSBAD APPROVED MOUNllNG BRACKET WITH STRAPS.
16. EXISllNG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE
CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE.
I_
17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV/Dm .AND INSTALLED
BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISllNG TO BE
RELOCA T£D OR TO REMAIN.
18. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MUTCD AND
SAN DIEGO REGIONAL STANDARD DRAWING M-19.
... ,.
t
!Alf
111£
~
LEGEND
EXISllNG STRIPING TO BE REMOVED
EX/SllNG STRIPING
EX/SllNG ROADSIDE SIGN
EX/SllNG PAVEMENT LEGEND
PROPOSED STRIPING
PROPOSED ROADSIDE SIGN
INSTALL TYPE IV(R) PAVEMENT ARROW AS IND/CA TED (THERMOPLASnc)
INSTALL BIKE LANE PAVEMENT ARROW AS IND/CA TED (THERMOPLASnc)
INSTALL "LANE" PAVEMENT LEGEND AS INDICATED (THERMOPLAsnc)
INSTALL "BIKE" PAVEMENT LEGEND AS IND/CA TED {THERMOPLASTIC)
REMOVE CONFIJCTING EXISTING STRIPING BY GRINDING. ALL DEBRIS
SHALL BE REMOVED BY THE ENO OF EACH WORK DAY.
RELOCATE
REMOVE AND SALVAGE .
PROPOSED PAY/EMENT STRIPING PER CALTRANS
STRIPING DETAILS. SEE STANDARD PLAN A20A THRU A20D
---+---+--, _4_5_3_UJ_1/'L_r _______ -+----+--+---1-----< ~6 CITY OF CARLSBAD j sH6EETs j LU TRANSPORTATION DEPARTMENT
P AL0~!1RPORT ROAD@
~-------=::::::::::... ____ ....i--,,---------,-i--1-11 :::M=P=RO:;:VE:::::::M:'.,EN,'.:T;:fl=LAN::;:;:F:;:O;:R;::: ===========:'....'.::==:::::::
PALOMAR AIRPORT ROAD &
COLLEGE BOULEVARD
INTERSECTION IMPROVEMENTS NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,.
INLETS AND SURVEY MONUMENT BOXES AND
"AS BUILT"
PROTECT IN PLACE. ~~~~~Z-.,.---
DATE
8/t3/lf2 8~ I REY/8£ COLLEGE 5T;.?/P/NG
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
SIGNAGE & STRIPING
AP2:9v:9 lY: CONRAD "SKIP" HAMMANN
TRANSPOhlwN~~;E~TOR PE 33069 EXP. 6-30-14 -=D'-'A"'TE<Ll.'--'--1
DWN BY: PROJECT NO. DRAWING NO. ~~ ~~~ ~ 6028/6029 470-3