2025-10-21; City Council; 05; Adoption of Plans, Specifications, Contract Documents, Authorization to Advertise for Bids for the Veterans Memorial Park Project and the Faraday Avenue Improvements Proj — Carlsbad City Council, October 21, 2025 (part 21 of 21)

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ALL MAIN PANELS ARE 400A. WHICH REQUIRE 1-3' SERVICE
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MAINTAIN 115 CLEARANCE BETWEEN TRANSFORMER PADS AND ALL WINDOW OPENINGS.

DATE
2025-00-10 1206 14 POT

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APPROVAL OF THE SYSTEM DESIGN AS IT APPEARS ON THIS CONSTRUCTION DRAWNS(S) A Certfiss that the location c the facibes » be owred and operaled by SDG&E are ecceptatte and are not n confict with Applicant’s planed improverterL B Authorizes SDG&L to proceed with the preparation of 5nal design’s), drawings), and’or coulls)
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1 Tharp are changes to the system caused by the Aeplicant or the Applicant’s, authorized repngsentslive

2. There is 8 devation fom the gaselectnic icad kcemaron spetifed on the allathed Enery Load Agreementis) which will necesstate design and or construction changes,

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CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] September 9, 2025

VETERANS MEMORIAL PARK

TITLE SHEET

PROJECT

LOCATION
DWG. 369-2
GRADING AND DRAINAGE PLANS FOR FARADAY AVE.

DWG. 377-3

KELLY RANCH CORE AREA
DWG. 377-3A

KELLY RANCH CORE
DWG. 478-5H

CARLSBAD DESALINATION CONVEYANCE PIPELINE
civTEC
999 CORPORATE DR., SUITE #100
LADERA RANCH, CA 92694
949-463-8822
C-81640
SEPT. 30, 2025
AERIAL

TOPOGRAPHY AND FIELD SURVEY
PSOMAS.

APN: 212-271-03-00
1995736.57 6240281.31 REF. STATIONS PER ROS 17271
REF. STATIONS PER ROS 17271: 105, 109, 58, 57, 56, 130

ELEVATIONS SHOWN HEREON BASED UPON CITY OF CARLSBAD
LOCAL NGVD29 DATUM.

THE COORDINATES SHOWN HEREON ARE BASED UPON THE
CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (EPOCH 1999.92) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY

UPON FIELD-OBSERVED TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS:

REFERENCED STATIONS CONNECTED PER ROS 17271: 105, 109, 58, 57, 56, 130

SOUTHERN CALIFORNIA GEOTECHNICAL
PROJECT NO. 19G109-2 APRIL 7, 2020
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] September 9, 2025
TITLE SHEET 1
INDEX MAP/DETAILS 2
PUBLIC WATER / SEWER PLAN 3
20 CITY OF CARLSBAD
THOMAS E. CARCELLI
1200 CARLSBAD VILLAGE DRIVE
CARLSBAD, CA 92008
442-339-2820
civTEC
N/A
7454 JUNE 15, 2022
N/A

BIOFILTRATION

AREA WITH

UNDERDRAIN

CITY OF

CARLSBAD
SEE SWQMP SEE DWG.
546-1A SEE SWQMP

NOTICE TO THE CONTRACTOR

THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN

INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).

TRENCH RESURFACING CITY STD. GS-26 & GS-28 * 1,265 SF
2" WATER SERVICE AND METER CMWD STD. W-4 ** 2 EA
CONNECT TO EXIST. WATER LINE CMWD STD. W-9 & W-19 ** 1 EA

WITH NEW TEE AND THRUST BLOCK
2" PVC (SCH 80) WATER LINE CMWD STD. W-2 ** 120 LF
6" PVC (C900, DR18) FIRE LINE CMWD STD. W-2 ** 150 LF
6" PVC (SDR 35) SEWER LINE CITY STD. S-7 * 44 LF
6" GATE VALVE CMWD STD. W-21 ** 2 EA
MANUAL AIR RELEASE CMWD STD. W-10 ** 2 EA
REMOVE PLUG AND JOIN EXIST. N/A N/A 1 EA

SEWER LATERAL
CONNECT TO SEWER LINE CITY STD. S-7 & S-10 * N/A 1 EA
APRIL 9, 2025
2-INCH REDUCED PRESSURE CMWD STD. W-6 ** 2 EA

BACKFLOW PREVENTOR
6-INCH BACKFLOW PREVENTION CMWD STD. W-9 ** 1 EA

ASSEMBLY (N-TYPE)
4" WATER SERVICE AND 3" METER CMWD STD. W-7 ** 1 EA
NOTE:

ALL ON-SITE WATER AND SEWER IMPROVEMENTS ARE PARK PROPERTY

AND SHOWN FOR REFERENCE ONLY, AND WILL BE REVIEWED AND

APPROVED BY THE BUILDING DEPARTMENT UNDER SEPARATE PERMIT AND PLAN SET.
9/9/2025
NOTE TO CONTRACTOR:

CONTRACTOR TO COORDINATE WITH S.D.C.W.A.
(SAN DIEGO COUNTY WATER AUTHORITY) FOR
WORK NEAR S.D.C.W.A. FACILITIES PRIOR TO
COMMENCING WORK.

CURB & GUTTER S.D.R.S.D. G-02 28 LF
CONCRETE SIDEWALK S.D.R.S.D. G-7 AND G-9 140 SF
GRIND AND OVERLAY S.P.W.W.C. SECT. 203, 302 845 SF
FIRE HYDRANT CMWD DWG. W-17 1 EA
AND W-18 **
8" GATE VALVE CMWD STD. W-21 ** 2 EA
June 15, 2022
Nasland Engineering
August, 2023
N/A
NF
NF

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 VII 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 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) SUMMARY SHEET, (8) 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 PRIOR TO THE BEGINNING PE

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· DO P M.

ON Il:IE WORK DAY BEEORE THE INSPECTION IS NEEDED 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 /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 FSJABI !SHED RY THE CQNSTRIICTIQN SAFETY ORDERS ]Tl E B

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. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT.

17. 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.

18. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING

WARMING UP, REPAIR, ARRIVAL, DEPARTIJRE OR OPERATION OF TRUCKS,

EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.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.)

19. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE

CITY INSPECTOR 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.

20. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.

21. 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.

22. 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.

23. 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 CARLSBAb(SEWER,WATER & RECLAIMED WATER) (76 )438-2722 *SAN DIEGUITO WATER DISTRICT i760l633-2650
*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

24. 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.

STREET NOTES

1. ACTIJAL STRUCTIJRAL 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 STRUCTIJRAL 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. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND

CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWIED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE.

3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION 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 OR REMOVED AS APPROVED BY THE CITY ENGINEER.

5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE.

6. STREET TREES SHALL BE INSTALLED PER SECTION VI 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.

10. STREET LIGHTS SHALL BE 5,500 LUMEN ( 40 WA TT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS.

SEWER NOTES

1. SEWIER 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 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK).

2. BEFORE ANY CONNECTION TO THE CITYS EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE.

3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.

WATER NOTES

1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3.

2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, CONTRACTOR MUST SUBMIT A UTILITY REQUEST FORM (E-28) A MINIMUM OF 2 WEEKS PRIOR TO REQUESTED WORK BEING PERFORMED.

3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD CONSTRUCTION MANAGEMENT & INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO TIHAT INSPECTION MAY BE PROVIDED.

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 TIHE DISTRICT ENGINEER.

5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA TIHODIC PROTECTION.

6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF TIHE

FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.

7. ALL POTABLE WATER SERVICES SHALL BE 1" AND AUL 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 WA TIER SERVICES AND SEWER LATERALS SHALL BE 10 FEET OR THE DDW SEPARATION REQUIREMENTS, WHICHEVER IS MORE STRINGENT.

10. THE TOP OF WATIER 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 AND/OR SNAPPING 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, INSTAUL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE

TO ENTIER 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 TIHE 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 ASTIM 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 WIUL BE REQUIRED AT THE CONTRACTORS EXPENSE.

SIGNING AND STRIPING NOTES

1. THE CONTIRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STIRIPING.

2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS.

3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.

4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.

5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TIRANS SPECIFICATIONS.

STRIPING SHALL BE REPAINTED TWO WIEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).

6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW'' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.

7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.

8. CONTIRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.

9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CALTRANS METRIC STENCILS.

10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.

11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.

12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.

13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.

14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CON TIROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED.

15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TIJBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.

16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STIRAPS.

17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.

18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY

THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.

19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4- 7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12"

SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY __ _
__________ METHODS FROM INFORMATION GATHERED ON
20 __ B~----------------

TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.

PROJECT LOCATION

THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N __________ E __________ _

BENCH MARK
DESCRIPTION: __________________ _
LOCATION: ___________________ _
RECORDED: __________________ _
ELEVATION: __________ DATUM:_~N=G~V=D~2=9~--
"DECLARATION OF RESPONSIBLE CHARGE"

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I

HA VE 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. .&~~,,__
FIRM: _______________ _
ADDRESS: ______________ _
CITY, ST.: _____________ _
TELEPHONE: ~7i,..._,,
0 ,.......,,_,,1+-1___j~4-. ____ _
BY: ___ _l---'-f-P4,-=---+--1f---~' -------- DATE: --------'""=:~!::I:;:::,;;,, R.C.E. NO.: _____________ _
REGISTRATION EXPIRATION DATE: ______ _

INDEX OF SHEETS

REFERENCE DRAWINGS

BASIS OF BEARINGS

DEVELOPER
NAME: ________ _
ADDRESS: _______ _
PHONE NO.: ______ _

VICINITY MAP

CITY OF OCEANSIDE
HIGHWAY 7B

PACIFIC
OCEAN
AVE

CITY OF ENCINITAS

CITY OF' VISTA

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. CARLSBAD MUNICIPAL CODE

2. CITY OF CARLSBAD ENGINEERING STANDARDS

3. THIS SET OF PLANS

4. RESOLUTION NO. _____ _ DATED ________ _

5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTIRUCTION (GREEN BOOK).

6. SOILS REPORT AND RECOMMENDATIONS BY ________ _
_______ DATED _______ _

7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.

8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED ______ _

9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY ______ _ DATED _______ WDID NO. 9 37S ______ , SW NO. __ _

10. STORM WATER MANAGEMENT PLAN PREPARED BY _________ _ DATED _______ , SWMP NO. _____ _

11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL.

LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
P// /7:J
---Cl---®
----w-----
-WIR §(E)
®
®
0 ---SW ---
-----1Df----c:::::,--@
ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS {SDRSD) UNLESS NOTED OTHERWISE:
• CITY OF CARLSBAD STANDARD
** CARLSBAD MUNICIPAL WATER DISTIRICT STANDARD DRAWING
*** SDRSD AS MODIFIED BY CITY OF CARLSBAD
POST-CONSTRUCTION BllP TABLE
STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM "AS BUil T" TRASH CAPTURE? HYDROMODIFICA 11ON? ~

STANDARD STORM WATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS eg YE'S
NO ~
YE'S
NO
IIAINTENANCE MAINTENANCE P.E. EXP. DA TIE
TYPE DESCRIPTION OWNERSHIP SIIEET NO. AGRl!EIIENT FREQUENCY REVIEWED BY:

INSPECTOR DATE

I S T I CITY OF CARLSBAD I SH TS I

ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:

ROW2O23-0762
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /26 DATIE
/1\ OWN BY: DATE INITIAL PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CUP2021-0014 546-1 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:

Docusign Envelope ID: 4CB2B57A-D973-4070-862A-0666AE3F7DE5 9/17/2025
386
384

10'
10'
S
E
FARADAY AVE.

WHITMAN WAY
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] September 9, 2025

VETERANS MEMORIAL PARK
SHEET 3
L.P.

TELEPHONE

TOP OF WALL

WATER VALVE

WATER METER

SANITARY SEWER

TOP OF CURB

TOP OF FOOTING

TOP OF GRATE
WATERW
W.M.

W.V.

T.F.

T.W.

S
T.G.

T.C.

TEL.

CHAIN LINK FENCE

CENTERLINE

HIGH POINT

ROOF DRAIN

POWER POLE

GRADE BREAK

RIGHT OF WAY

FIRE HYDRANT

FINISHED SURFACE

FINISHED FLOOR

EDGE OF PAVEMENT

CATCH BASIN

STORM DRAIN

CURB & GUTTER
P.P.

R.O.W., R/W
R.D.

ST.

IRR. OR IRRIG.

M.H.

STREET

IRRIGATION

LOW POINT

MANHOLE
G.B.

H.P.

H.C.

INV.

F.S.

F.H.

F.L.

HANDICAP
INVERT

FLOWLINE
DWY.

ELEC.

E.P.

F.F.

CONC.

C.O. SD

DRIVEWAY

ELECTRIC

CONCRETE

CLEANOUT
C.B.

C&G
C.L.F.

C.L.

BLDG. BUILDING
TOP OF DECKT.D.

POINT OF CONNECTIONP.O.C.

DECOMPOSED GRANITE

P/A PLANTER AREA
D.G.

D.F. DRINKING FOUNTAIN
WROUGHT IRON FENCEW.I.F.

TOP OF SUBGRADET.O.S.

B.O.W. BACK OF WALK
TOP OF HEADWALLT.H.W.

CURB FACEC.F.

ABBREVIATIONS

INDEX MAP/ DETAILS
CANNON RD.

PATH OF TRAVELP.O.T.

FARADAY AVENUE
NEAR ST. STA. 18+49.33

NOT TO SCALE
26'26'10' 10'
72'
36' 36'
(2%) (2%) (2%)
SEE DWG. 546-1A
SHEET 3

INDEX MAP
EXIST. 12"
RECL. PVC WATER
EXIST.
54" CML&C WATER
PROP. BUS STOP

IMPROVEMENTS
EXIST. 12"
RECL. PVC WATER
EXIST. 12"
RECL. PVC WATER
EXIST.
12" PVC SEWER
EXIST.
12" PVC SEWER
EXIST.
12" PVC SEWER
EXIST.
12" PVC SEWER
EXIST.
8" PVC WATER
EXIST.
8" PVC WATER
EXIST.
8" PVC WATER
EXIST. FIRE

HYDRANT
EXIST. FIRE

HYDRANT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
WORK PER CIP 6099

SEWER LATERAL 'A'
PROFILE SCALES:

HORIZ.: 1"=20'
VERT.: 1"=4'
-80-
-90-
CONST. 44 LF
6" PVC SDR 35

SEWER LATERAL

CLEANOUT

89.14 INV 6"
EXIST. FS
EXIST. ELEC.

EXACT DEPTH

UNKNOWN
EXIST. 12"

RECYCLED WATER
*(92.7±) INV
VERIFY
SEW. STA. 223+95

88.22 INV 6"
*(87.55±) INV 12"
VERIFY

SEE ON SITE

PLAN FOR

CONTINUATION
S=0.0200
NOTE:

ALL ON-SITE WATER AND SEWER IMPROVEMENTS ARE PARK PROPERTY

AND SHOWN FOR REFERENCE ONLY, AND WILL BE REVIEWED AND

APPROVED BY THE BUILDING DEPARTMENT UNDER SEPARATE PERMIT AND PLAN SET.

EXIST. 54" WATER
*(87.1±) TOP
VERIFY
EXIST.
8" PVC WATER
SHEET 3
NF
NF
I I
SCALE: 1" = 200'
0 100 200 400
R/W
I
I
-
~ / /)
I I
/ I
)
\
I
/
I
I
I
I
I
I
f
It
I
I
l
\
"' I"-.

I"-.

I"-. ~
I
' I v
' / I
/ ' I
/1 ! ~ 1
I

I I I I I I
I I/
R/W
I
I
i
R. J,W.
: ----~
"i
I
I
I
I
I
\
\
"AS BUil T"
P.E. EXP. DATE
REVIEWED BY:

INSPECTOR DATE

I S ET I CITY OF CARLSBAD I SH ETS I

ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:

R0W2023-0762
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /26 DA1£
/1\ OWN BY: DATE INITIAL PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CUP2021-0014 546-1 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY:

Docusign Envelope ID: 4CB2B57A-D973-4070-862A-0666AE3F7DE5 9/17/2025
386
385

10'
10'
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
0102040
SCALE: 1" = 20'
S
E
WATER / SEWER CONSTRUCTION NOTES:

FARADAY AVE.

WHITMAN WAY
DETAIL
'A'
S

E SHEET INDEX MAP
SCALE: 1" = 500'
DETAIL
'B'
* NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CITY AND CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED.

GENERAL CONSTRUCTION

PUBLIC WATER / SEWER PLAN
"AS BUILT"
DATE

INSPECTORDATE
REVIEWED BY:

PUBLIC WATER CONSTRUCTION

PUBLIC SEWER CONSTRUCTION

PROTECT IN PLACE
60 61
80 62
50 CONSTRUCT TRENCH RESURFACING A.C. PAVEMENT REPLACEMENT PER CITY STD. NO. GS-26 AND GS-2851 63 REMOVE PLUG AND CONNECT TO EXISTING SEWER LINE WITH ADAPTOR PER CITY AML CONSTRUCT 2" PVC WATER LINE PER CMWD STD. DWG. NO. W-2
CONSTRUCT 2" WATER SERVICE CONNECTION WITH 2" WATER METER PER CMWD STD. DWG. NO. W-4 CONSTRUCT 6" PVC (C900, DR18) FIRE LINE, BEDDING PER CMWD STD. DWG. NO. W-2 CONSTRUCT 6" PVC SEWER LATERAL (SDR 35) PER CITY STD. DWG. NO. S-7, BEDDING PER CITY STD. DWG. NO. S-582 CONNECT TO EXIST. SEWER LINE PER CITY STD. DWG. NO. S-7 & S-1081 64REMOVE SERVICE AND CAP AT WATER MAIN PER CMWD SPEC. 15000.3.12 - CONTRACTOR TO VERIFY SERVICE IS

INACTIVE PRIOR TO REMOVAL
65INSTALL 6" GATE VALVE PER CMWD STD. DWG. W-21
CONNECT TO EXISTING WATER LINE PER CMWD STD. DWG. W-9 WITH NEW DUCTILE IRON 8"x6"x8" TEE AND THRUST BLOCK PER CMWD STD. DWG. W-19 - MIN. BEARING AREA = 19.5 SQ. FT. 66INSTALL MANUAL AIR RELEASE PER CMWD STD. DWG. W-10
FARADAY AVE.
2" WATER
METER
2" R.P.B.P.

WAT. STA. 33+37.33
[DWG. 369-2F]
6" FIRE LAT. FOR F.H.
- CONNECT TO EXIST. 8"

WATER LINE
WAT. STA. 33+43.33
[DWG. 369-2F]
2" DOM. WATER SERVICE
- CONNECT TO EXIST. 8"

WATER LINE
CONNECT TO EXIST. 12"
P.V.C. SEWER LINE
SEW. STA. 223+95
[DWG. 369-2F]
*(87.55±) INV 12"

88.22 INV 6" LATERAL
- SEE SHEET 2 FOR SEWER
'A' PROFILE
81 60
61A
60 EXIST. 8" P.V.C.

WATER LINE
PER SHEET 6 OF DWG.

NO. 369-2F
50 EXIST. 12" P.V.C.

SEWER LINE
PER SHEET 16 OF
DWG. NO. 369-2F
50 EXIST. ELEC. LINE50

PRIVATE TRAFFIC RATED
6" C.O. - G.B.

98.7± RIM

89.14 INV 6"

89.31 INV 4" ONSITE
51 51
62 63
2" WATER62
51 6" SEWER

LATERAL
@ 2%
82 (92.7)± INV 12"
RECY. WATER

89.3± TOP 6" SEW.

EXIST.12" P.V.C.

RECYCLED WATER LINE
PER SHEET 11 OF DWG.

NO. 369-2F
50 (98.8±) FS

94.6 INV 2"/6" WATER
(88.7±) TOP 12" SEW.
(87.6±) INV 12" SEW.
(98.8±) FS

94.6± INV 2"/6" WATER
(93.6±) TOP 12" RECL. WAT.
(92.5±) INV 12" RECL. WAT.

NOTE TO CONTRACTOR:

MIN. 1-FOOT VERTICAL SEPARATION FROM

TOP OF SEWER LINE OR RECYCLED WATER
LINE AT ALL WATER LINE CROSSINGS.

GATE
VALVE65
WAT. STA. 33+48.33
[DWG. 369-2F]

GATE VALVE
65A51
WAT. STA. 33+52.33
[DWG. 369-2F]

MANUAL AIR RELEASE
66 51

DETAIL 'B'
SCALE: 1" = 20'S

E DETAIL 'A'
SCALE: 1" = 20'S
E
NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY MIN.
2-FOOT VERTICAL SEPARATION

BETWEEN BOTTOM OF METER

BOX AND GAS AND ELECTRIC
LINES.

NOTE TO CONTRACTOR:

ALL ON-SITE WATER SERVICES AND SEWER DRAIN ARE PARK PROPERTY AND SHOWN FOR REFERENCE ONLY. SEE BUILDING PERMIT PLAN ________ FOR ON-SITE UTILITY PLANS.

DETAIL ''C'
SCALE: 1" = 20'S
E
FARADAY AVE.

IRRIG. P.O.C.
- SEE IRRIGATION

PLANS FOR

CONTINUATION
EXIST.12" P.V.C.

RECYCLED WATER LINE
PER SHEET 11 OF DWG.

NO. 369-2F
50 EXIST. ELEC. LINE50
EXIST. 2" AIR RELEASE

AND VACUUM RELIEF
ASSEMBLY PER SHEET 11
OF DWG. NO. 369-2F
50 DETAIL
'C'
60A
CONSTRUCT 6" FIRE BACKFLOW PREVENTION ASSEMBLY (N-TYPE) PER CMWD STD. DWG. W-963A 70RECL. WAT. STA. 118+10.20
[DWG. 369-2F]
4" RECL. WATER SERVICE
WITH 3" METER
- CONNECT TO EXIST. 12"
RECL. WATER LINE
60A

PUBLIC RECYCLED WATER CONSTRUCTION
70 51
CONSTRUCT 4" WATER SERVICE CONNECTION WITH 3" WATER METER PER CMWD STD. DWG. NO. W-7 NOTE:

ALL ON-SITE WATER AND SEWER IMPROVEMENTS ARE PARK PROPERTY

AND SHOWN FOR REFERENCE ONLY, AND WILL BE REVIEWED AND

APPROVED BY THE BUILDING DEPARTMENT UNDER SEPARATE PERMIT AND PLAN SET.

INSTALL 2-INCH REDUCED PRESSURE BACKFLOW PREVENTOR PER CMWD STD. DWG. NO. W-6 - INSTALL 4"Ø SCH 80

PVC SLEEVE

NOT USED
52 EXIST. 54" CML/CMC

WATER LINE
PER SHEET C-15 OF
DWG. NO. 478-5H
50 (99.2±) FS

89.1± TOP 6" SEWER
*(87.1±) 54" WAT.
52 (99.0±) FS

95.0± INV 2"/6" WATER
(87.2±) TOP 54" WAT.

EXIST. ROAD STRIPING
53 54
REMOVE AND REPLACE EXISTING CURB & GUTTER TO NEAREST JOINT PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK TO NEAREST JOINT PER S.D.R.S.D STANDARD DETAILS G-7 AND G-9 NOTE:

NEW STREET ROADWORK DONE
PER CIP 6099
8'±
5453
55MILL EXIST. PAVEMENT TO A DEPTH OF 2-INCHES MIN., CLEAN EXISTING MILLED PAVEMENT AND REPAIR CRACKS AS NEEDED, AND CONSTRUCT ASPHALT OVERLAY PER SPPWC SECTIONS 203, 302 AND 404, TYPE III C3 ** PROTECT IN PLACE EXISTING 2” RW

METER, BACKFLOW, MASTER VALVE,

FLOW SENSOR, AND CONTROLLER THAT

SERVES THE IRRIGATION IN THE MEDIAN
ON FARADAY AVE.

EXIST. 54" CML/CMC

WATER LINE
PER SHEET C-15 OF
DWG. NO. 478-5H
50 FARADAY AVE.
2" WATER
METER
2" R.P.B.P.
6" FIRE

BACKFLOW

ASSEMBLEY
WAT. STA. 14+87.24
[DWG. 369-2F]
6" FIRE SERVICE
- CONNECT TO EXIST. 8"

WATER LINE
WAT. STA. 14+80.24
[DWG. 369-2F]
2" DOM. WATER SERVICE
- CONNECT TO EXIST. 8"
WATER LINE6" C.O. - G.B.

54.9± RIM
CONNECT TO EXIST. 6"
P.V.C. SEWER LATERAL
*(41.0±) INV 6"

41.33 INV 4" ONSITE
84 60
61 60
EXIST. 8" P.V.C.

WATER LINE
PER SHEET 4 OF DWG.

NO. 369-2F
50 EXIST. 12" P.V.C.

SEWER LINE
PER SHEET 14 OF
DWG. NO. 369-2F
EXIST.12" P.V.C.

RECYCLED WATER LINE
PER SHEET 9 OF DWG.

NO. 369-2F
EXIST. GAS LINE
EXIST. ELEC. LINE
50 50
EXIST. 6" P.V.C.

SEWER LATERAL
PER SHEET 14 OF
DWG. NO. 369-2F
50 80
51 51
62 63
REMOVE
EXIST. WATER

SERVICE AND

CAP AT MAIN
64 (55.3±) FS

50.8 INV 2"/6" WATER
(39.15±) TOP 12" SEW
(55.0±) FS

52.5 INV 2"/6" WATER
* (51.5±) TOP 12" RECL. WAT.
(50.4±) INV 12" RECL. WAT.
- NOTE WATER LINES WILL HAVE LESS
THAN MIN. PREFERRED COVERAGE
TO CLEAR RECL. WATER LINE
NOTE TO CONTRACTOR:

MIN. 1-FOOT VERTICAL SEPARATION

FROM TOP OF SEWER LINE OR

RECYCLED WATER LINE AT ALL
WATER LINE CROSSINGS.

GATE
VALVE
WAT. STA. 14+75.24
[DWG. 369-2F]

GATE VALVE
PRIVATE C.O.

55.0± RIM

42.73 INV 4"
NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY MIN. 2-FOOT VERTICAL

SEPARATION BETWEEN BOTTOM OF METER BOX AND GAS
AND ELECTRIC LINES. IF FEASIBLE (E.G. EXISTING UTILITY

LINES ARE DEEP ENOUGH) WATER METER SHOULD BE
RELOCATED AT BACK OF SIDEWALK (PER DASHED LINES).
51 WAT. STA. 14+71.24
[DWG. 369-2F]

MANUAL AIR RELEASE
66 51
65 60A
63A
8'±
54 53
55 55
65AINSTALL 8" GATE VALVE PER CMWD STD. DWG. W-21
INSTALL FIRE HYDRANT PER CMWD STD. DWG. NO. W-17 AND W-1861A 50 EXIST. GAS LINE
EXIST. ELEC. LINE
50 50
50 50
65A51
MAINTAIN MIN.
5-FOOT CLEAR SPACE
MAINTAIN MIN.
5-FOOT CLEAR SPACE
12'±
54 53
FIRE HYDRANT61A

CITY TO GRANT EASEMENT
TO C.M.W.D. FOR ACCESS

AND MAINTENANCE
NOTE TO CONTRACTOR:

REFERENCE C.M.W.D. STANDARD

WATER DETAILS AS REFERENCED
WITHIN THIS PLAN SET.

NOTE TO CONTRACTOR:

REFERENCE C.M.W.D. STANDARD

WATER DETAILS AS REFERENCED
WITHIN THIS PLAN SET.

NOTE TO CONTRACTOR:

ALIGN METER LOCATION

CENTERED WITH SIDEWALK
SCORELINE.

NOTE TO CONTRACTOR:

ALIGN METER LOCATION

CENTERED WITH SIDEWALK
SCORELINE.

EXIST. REC.

METER50
NOTE TO CONTRACTOR:

REFERENCE C.M.W.D. STANDARD

WATER DETAILS AS REFERENCED
WITHIN THIS PLAN SET.

NOTE TO CONTRACTOR:

ALIGN METER LOCATION

CENTERED WITH SIDEWALK
SCORELINE.

EXIST. REINF.

CONCRETE CAP
MAINTAIN 1-FOOT CLEAR WITH
REC. WTR. NO JOINTS WITHING 8 FT

OF RW OD

WATER EASEMENT TO
CMWD REC________
AS DOC____________
SLEEVE 2" SERVICE
TP
NO JOINTS WITHIN 10'

OF WTR CROSSINGS

WATER EASEMENT TO
CMWD REC________
AS DOC____________

SLEEVE SERVICE UNDER CURB,

GUTTER AND SIDEWALK
SLEEVE 2" SERVICE
NF
NF
so
::::---so
'
a:)1--'
o:---~
f;:_./_
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0 0
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o:-
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--:-~~:------
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' • '
0 :/,~-~ -->~f--=-~~='=---I
~ ~ ~
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DAlE INITIAL

ENGINEER OF WORK
·. •.
·. ·.
• •.. ~
. '1
~-•· ...

REVISION DESCRIPTION
• ~'q--
~· '1

DA TE INITIAL
O"IHER APPROVAL
•
DA 1E INITIAL

CITY APPROVAL
--
/ l~
P.E. -EXP.
) I
L
O F CARLSBAD I S T I CITEllNEERING DEPARTMENT I S TS I
IMPROVEMENT PLANS FOR:

ROW2023-0762
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER ES9 30 26 RCE 63912 EXPIR
DWN BY:

CHKD BY: ~ RVWD BY:

PROJECT NO.

CUP2021-0014
DAlE
DRAWING NO.
546-1
Docusign Envelope ID: 4CB2B57A-D973-4070-862A-0666AE3F7DE5 9/17/2025
386
386

00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: September 26, 2025 Document Version: 1.0 Current Update: May 2023

Page 149 ends

00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS

INTRODUCTION
The Specifications contained in this 00 7400 Agency Supplemental Technical Provisions take precedence over the specification language contai ned in the Standard Specifications for Public Works Construction, "The Greenbook" 2021 edition and all errata. This specification addresses the unique conditions in Carlsbad that are not a ddressed in The Greenbook. Therefore, if there is a conflict, these Specifications shall control.

The Greenbook may be purchased at Bidder/Contra ctors local technical bookstore or directly from the publisher. These Agen cy Supplemental General Provis ions are available only for download from the online bidding portal with Contract Documents. The Agency does not provide hard copies.

When used in the Contract Documents, stat ements or command phrases (active voice and imperative mood) refer to and ar e directed at the “Bidder” or “Contractor” as applicable. The Specifications are written to the “Bidder” before award and the “Contractor” after award. Before award, interpret sentences written in the imperati ve mood as starting wi th “The Bidder shall.” Interpret the term “you” as “the Bidder” and inte rpret the term “your” as “the Bidder’s.” After award, interpret sentences written in the imperative mood starting with “The Contractor shall.” Interpret the term “you” as “the Contractor” and interpret the term “your” as “the Contractor’s.

PART 2 CONSTRUCTION MATERIALS
SECTION 200 – ROCK MATERIALS
200-2 UNTREATED BASE MATERIALS
200-2.1 General.

ADD the following:

Aggregate base shall be Crushed Aggregate Base per Greenbook Section 200-2 and as specified in this section.

Aggregate Base, Class 2 (General)
Unless otherwise noted, Untreated Base / Aggregate Base (AB) shall be Crushed Aggregate Base, which is equivalent to Caltrans Class 2 Aggreg ate Base (3/4” inch maximum) per Section 26, “Aggregate Bases,” of the Caltrans Standard Specifications. 200-2.2 Crushed Aggregate Base.
200-2.2.1 General.

ADD the following:

Crushed Aggregate Base shall be free from organic matter and other deleterious substances, and shall be of such nature that it can be compacted readily under watering and rolling to form a firm, stable base.

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Page 150 ends

1. The aggregate shall not be treated with lime, cement or other chemical material before tests are performed.

2. Samples for testing shall represent every 500 cubic yards or one day's production, whichever is smaller. If the results of the aggregate grading tests do not meet the requirements for Percentage Passing Sieve as specified in Table 200-2.2.2, but meet the Quality Requirements as specified in Table 200-2.2.3, placement of the aggregate base may be continued for the remainder of that day. However, another day' s Work may not be started until test results indicate to the satisfaction of the Engineer that the next material to be used in the Work will comply with the requirements specified for Percentage Passing Sieve.

3. If the results of both the aggregate gradin g and Sand Equivalent tests do not meet the requirements of Section 200-2.2, the aggregate base which is represented by these tests shall be removed. However, if requested by the Contractor, and approved at the sole discretion of the Engineer, the aggregate base may remain in place and the Contractor shall pay to the Agency $50 per cubic yard for such aggregate base left in place. The Agency may deduct this amount from any moneys due, or that may be come due, to the Contractor under the Contract.

SECTION 201 - CONCRETE, MORTAR AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE
201-1.1 Requirements.
201-1.1.1 General
ADD the following:

Items of work included as part of this section are construction of Portland Cement Concrete (PCC):

Roadway hardscape

1. PCC Pavement

2. Curbs

3. PCC Curb & Gutters

4. Curb Ramps

5. PCC Sidewalk

6. PCC Median

7. Driveways

8. Concrete Safety Strip

9. Cross Gutters

10. Brow Ditches

11. Other Minor Concrete
All pavement, sidewalk and driveway concrete shall be sourced from the same concrete supplier. All sidewalk concrete paving shall be produced from the same plant and all aggregates and sand shall be produced from the same quarry.

00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: September 26, 2025 Document Version: 1.0 Current Update: May 2023

Page 151 ends

201-1.1.2 Concrete Sp ecified by Class and Alternate Class.

ADD the following:

All concrete shall have a minimum compressive strength of 3,250 psi.

TABLE 201-1.1.2

PORTLAND CEMENT CONCRETE
Type of Construction Concrete Maximum
Class Slump mm (Inches)
All Concrete Used Within the Right-of-Way 330-C-23
(560-C-3250) (1)
(2)
Trench Backfill Slurry 115-E-3
(190-E-400)
200 (8”)
Street Light Foundations and Survey
Monuments
330-C-23
(560-C-3250)
100 (4”)
Traffic Signal Foundations 350-C-27
(590-C-3750)
100 (4”)
Concreted-Rock Erosion Protection 310-C-17
(520-C-2500P)
per Table 300-11.3.1
(1) Except that concrete required to be of higher strength by Table 201-1.1.2 SSPWC shall be as per Table 201-1.1.2 SSPWC. (2) As per Table 201-1.1.2 SSPWC.
(3) Portions of Table 201-1.1.2 of the Standard Specifications fo r Public Works Construction not shown herein as changed are not affected by this table.

For Adjusting Valve or Manhole Frame and Cover to Grade, Concrete shall be Class 660-C-3750 (7 sack mix) conforming to the provisions of Section 201, “Concrete, Mortar, and Related Materials,” of the Standard Specifications.

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Page 152 ends

Test Reports and Certification
All testing, in accordance with Section 201-1.1.5, “Test,” shall be done by the Contractor. Prior to delivery of each batched mix design of Portland Cement Concrete, to the job site, the Contractor shall test and provide results a nd certification to the City, to ensure the conforming of the material and its integral components with the prescribed requirements.

The test reports, signed by the Contractor’s materials testing representative, shall certify that the product delivered conforms to th e specifications for the type and class indicated. The certified test reports and the testing required in connection with the reports shall be at no cost to the City.

The vendor supplying the material will deliver to the purchaser with certified copies of the test reports, indicating the name of the vendor. Type and class of concrete delivered, date, time, and point of delivery, quantity delivered, cumulati ve quantity delivered, de livery ticket number, purchase order number and result of specified test conducted by the Contractor. 201-1.2 Materials.
201-1.2.1 Cement
Cement shall be Type II/V with maximum tricalcium aluminate not to exceed 8% and the maximum percent alkalis shall not exceed 0.6%.
201-1.2.2 Aggregates
Aggregates shall comply with ASTM C 33 and shall be free from asbestos and any substances that will react with the cement alkalis.
201-1.2.4 Chemical Admixtures.

Admixtures shall not contain chlorides or other corrosive elements to concrete. 201-2 REINFORCEMENT FOR CONCRETE
201-2.2 Reinforcing Steel.

ADD the following:

Reinforcing steel shall be grade 60, hot rolled from new billet steel, conforming to ASTM A 615, unless otherwise noted on Plans.
201-3 EXPANSION JOINT FI LLER AND JOINT SEALANTS
201-3.4 Type “A” Sealant (Two-P art Polyurethane Sealant).

ADD the following:

The filler shall be placed in the final position before concrete is placed against it. Holes or joints in the joint filler shall be filled with joint sealan t to prevent the passage of mortar or concrete from one side of the joint to the other. When not otherwise indicated, all expansion joints located adjacent to colored concrete shall be sealant Type “A” and colored to match the color of the concrete surface.

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Page 153 ends

Joint sealants shall be watertight and airtight continuous seals without causing staining or deterioration of joint substrates.
201-4 CONCRETE CURING MATERIALS.
201-4.1 Membrane Curing Compounds.
201-4.1.1 General.

ADD the following:

Curing compound shall be compatible with required finishings and coatings. Cost for curing compound shall be included in the bid items for concrete and no additional compensation shall be made therefor.

SECTION 203 – BITUMINOUS MATERIALS
203-1 PAVING ASPHALT.
203-1.3 Test Reports and Certification.

DELETE in its entirety and REPLACE with the following:

1. Paving asphalt shall be supplied by Caltrans or other State Department of Transportation approved vendors unless otherwise specified in the Special Provisions. At delivery time, the supplying vendor shall deliver to the purchaser a certified copy of the test report. This report shall indicate the vendor's name, grade of pavi ng asphalt delivered, date/ time and point of delivery, quantity delivered, ticket number, purchase order number, and results of specified tests. The certified test report and the testing required in connection with the report shall be submitted in accordance with 3-8.4.

2. Final acceptance of the material will be de pendent upon the determination by the Engineer that the material involved conforms to the Specifications. 203-5 SLURRY SEAL.
203-5.1 General.

ADD with the following:

When slurry seal is specified or indicated on the plans without further qualification, the Contractor shall supply Type 2 polymer modified quick set emulsion (Type II-PMCQS-1h-EAS).

Slow-set emulsified asphalt shall not be used without prior approval from Engineer.

203-5.2 Mix Design.

DELETE the last paragraph and REPLACE with the following:

1. When a mix design is more than 30 Calendar Days old, it shall be supplemented with a Certificate of Compliance that states the combined aggregate gradation is within ± 3 percent of the referenced mix design based on a 30-day moving average or the average of a minimum of 10 of the most current laboratory results, whichever is greater. A mix design shall be reformulated if it is more than 6 months old or whenever the combined aggregate gradation changes from that in the previously submitted mix design by ± 3 percentage points on any sieve size shown in Table 203-5.3.2. If the sour ce of any aggregate or emulsified asphalt is

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Page 154 ends

changed, or the mix design or supporting labo ratory reports are over 6 months old, a new mix design shall be submitted.
203-6 ASPHALT CONCRETE.
203-6.1 General.

DELETE in its entirety and REPLACE with the following:

1. Asphalt Concrete (AC) shall be Type III-C3-PG 64-10 and Type III-B2-PG 64-10. No more than 15% RAP shall be used in the AC mix used for patching.
203-6.3 Job Mix Formula (JMF) and Mix Designs.
203-6.3.1 General.

No more than 15% RAP is allowed in any AC mixes used for base course or full width overlay.

DELETE in its entirety and REPLACE with the following:

1. The Contractor shall submit in accordance wi th 3-8.4 a JMF that summarizes each asphalt concrete mix design for each class and grade of asphalt concrete re quired to construct the Work. Supporting information for the recycling agen t, if included in a mixture, shall also be submitted.

2. The JMF shall identify the source and the individual grading of each material used to produce the mix design (including the percentage a nd individual gradation of any manufactured or natural sands), the combined gradation, th e OBC, void content, RAP percentage, RAP gradation, RAP binder content, stability value, plant identification, mix number, and the source and performance grade of the paving as phalt. The mix design test data represented by the JMF shall be submitted to the Engineer with the JMF.

3. For all mixtures, the asphalt binder content shall be defined as the total bituminous material present in the mix consisting of the blend of virgin paving asphalt, residual paving asphalt from RAP, and recycling agent.

4. When a mix design is more than 30 Calendar Days old, the JMF must indicate that the combined gradation is ± 3 percent from the referenced mix design based on a 30-day moving average or a minimum of the 10 most current results. If the combined aggregate gradation is not within ± 3 percentage points of the gradation shown on the referenced mix design on any sieve, if the source of any aggregate is change d, the performance grade or source of paving asphalt is changed, the grade or source of any other component of asphalt concrete is changed, or the mix design is over 1 year old, a new mix design shall be prepared and a new JMF shall be submitted to the Engineer for approval.

5. Asphalt concrete shall be the following class. No more than 15% RAP shall be allowed in any AC mix.
a) Asphalt Concrete, AC Slot Patch, at curbs, gutters, and curb and gutters, and at other concrete work necessary for formwork or ex truders, shall be designated as “Type III- C3-PG 64-10”.
b) Asphalt Concrete Overlay shall be:

Asphalt Concrete Surface Course shall be designated as “Type III-C3-PG 64-10”. c) Asphalt Concrete Pavement, 3-inch thick, section shall be:

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Page 155 ends

 Asphalt Concrete Surface Course, 3 inches thick, shall be designated as “Type III-C3-PG 64-10”.
d) Asphalt Concrete Pavement, 5-inch thick, section shall be:
 Asphalt Concrete Surface Course, 2 inches thick, shall be designated as “Type III-C3-PG 64-10”.
 Asphalt Concrete Base Course, 3 inches thick, shall be designated as “Type III- B2-PG 64-10”.

203-6.4.1 Class and Grade.

DELETE letters b) and d) and REPLACE with the following:
b) "R0" if the mixture does not contain RAP, e.g., " Type III-C3-PG 64-10-R0."

203-6.4.4 Composition and Grading.

ADD the following:

1. Evaluation of asphalt concrete shall be determ ined from samples of final asphalt concrete material. In addition to evaluation of the fina l asphalt material, samples of aggregate, RAP, and asphalt binder will be taken for testing. In case of dispute between the Contractor and the Agency, the Engineer has the authority to request core samples for analysis from the placed asphalt concrete for any of the acceptance criteria, at the locations determined by the Engineer. All samples shall be taken in accordance with California Test 125, and the following table:

Sampling Location
Asphalt Concrete  Trucks, or
 Mat behind the paver
Aggregate  Cold feed belts, or
 Hot bins prior to addition of asphalt binder
RAP  RAP system, or
 RAP feed belts
Asphalt Binder  Asphalt binder supplier, or
 Storage tanks at the plant during production

2. When behind the paver or core samples of asphalt concrete are to be used for evaluation, sufficient size samples shall be taken to ensure representati ve and adequate quantity of material for the required testing.

3. When using core samples, the samples must be properly prepared to safeguard against influx of outside contaminates and so that the cut surfaces do not influence the test results.

4. Material samples of the asphalt concrete shall be on a lot basis. A standard lot shall be equal to 1 day’s production or 750 tons, whichever is smaller. The samples and testing results shall be representative of their entire sample lot.

5. Table 203-6.4.4, design criteria, shall be modified per the following table, the gradation shall stay the same:

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Page 156 ends

Table 203-6.4.4 – Modified (Design Criteria)
Sieve Size
Percentage Passing Sieves
A B C1 C2 D1 D2 E F
Dense
Coarse
Dense
Medium
Coarse
Coarse
Medium
Dense
Medium
Coarse
Fine
Dense
Fine
Extra
Fine
Channel
Liner
1-1/2” (37.5 mm) 100
1” (25 mm) 90-100 100
¾” (19.0 mm) 78-90 87-100 100 100
½” (12.5 mm) 64-78 70-87 90-100 95-100 100 100
3/8” (9.5 mm) 54-68 55-76 72-88 72-88 90-100 95-100 100 100 No. 4 (4.75 mm) 34-48 35-52 40-54 46-60 40-54 58-72 65-85 95-100 No. 8 (2.36 mm) 25-35 22-40 18-34 28-42 20-32 34-48 45-65 70-84 No. 30 (600 µm) 12-22 8-24 8-20 15-27 6-18 18-32 22-38 36-50 No.50 (300 µm) 8-16 5-18 4-14 10-20 2-12 13-23 16-28 23-35 No. 200 (75 µm) 3-6 0-7 1-6 2-7 0-5 2-9 6-12 6-12
Asphalt Binder % 4.5-6.0 4.7-6.5 5.0-6.5 5.0-6.5 5.3-7.0 5.3-7.0 6.0-8.0 8.0-10.0 Hveem Stability
“S Value” (min.)
37 37 35 35 32 32
Air Voids1 4% 4% 4% 4% 4% 4%

203-6.5.1 Class and Grade.

DELETE the list and REPLACE with the following:
a) No suffix if the mixture contains RAP in an amount up to 15 percent. b) "R0" if the mixture does not contain RAP, e.g., "Type III-C3-PG 64-10-R0." c) "R" and the percentage of RA P if the mixture contains gr eater than 15 percent, e.g. "III-C2-PG 64-I0-R25."

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Page 157 ends

203-6.5.4 Table.

DELETE in its entirety and REPLACE with the following:

CLASS B2 B3
Sieve Size Individual
Test Result
Moving
Average
Individual
Test Result
Moving
Average
1" (25.0 mm) 100 100 100 100
3/4" (19.0 mm) 87-100 90-100 90-100 95-100
3/8" (9.5 mm) 50-80 60-75 60-84 65-80
No. 4 (4.75 mm) 30-60 40-55 40-60 45-60
No. 8 (2.36 mm) 22-44 27-40 24-50 30-45
No. 30 (600 µm) 8-26 12-22 11-29 15-25
No. 200 (75 µm) 1-8 3-6 1-9 3-7
Asphalt Binder %
Air Voids %

4.8-6.5
4%

4.8-6.5
4%
CLASS C2 C3
Sieve Size Individual
Test Result
Moving
Average
Individual
Test Result
Moving
Average
3/4" (19.0 mm) 100 100 100 100
1/2" (12.5 mm) 89 -100 95 -100 89 -100 95 - 100
3/8" (9.5 mm) 70-94 75-90 74 -100 80-95
No. 4 (4.75 mm) 44-72 50-67 50- 78 55-72
No. 8 (2.36 mm) 30-54 35-50 32-60 38-55
No. 30 (600 µm) 10-34 15 - 30 14 - 38 18 - 33
No. 200 (75 µm) 2-10 4-7 2-10 4-8
Asphalt Binder %
Air Voids %

5.0 - 6.8
4%

5.0 - 7.0
4%

CLASS D F
Sieve Sizes Combined Average Combined Average
1/2" (12.5 mm)
3/8" (9.5 mm)
100
95-100
-
100
No. 4 (4.75 mm) 65-85 95-100
No. 8 (2.36 mm) 50-70 70-80
No. 30 (600 µm) 28-40 35-50
No. 200 (75 µm) 5-14 7-16
Asphalt Binder %
Air Voids

6.0-8.0
4%

8.0-10.0

203-6.8 Storage.

DELETE in its entirety and REPLACE with the following:

1. Storage of asphalt concrete shall not be allowe d. Asphalt concrete shall be transferred from the mixer by a method that does not cause segregation.

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Page 158 ends

203-6.10 Sampling.

DELETE in its entirety and REPLACE with the following:

1. Aggregate samples for batch plants shall be ta ken from the hot bins. Aggregate samples for dryer-drum plants shall be taken in advance of the dryer-drum using devices conforming to 203-6.7.4.2.

2. Evaluation and acceptance of asphalt concrete shall be determined from samples of final asphalt concrete material. In addition to evalua tion of the final asphalt material, samples of aggregate, RAP, and asphalt binder shall be taken for testing. In case of dispute between the Contractor and the Agency, the Engineer has the authority to request core samples for analysis from the placed asphalt concrete for any of the acceptance criteria, at the locations determined by the Engineer. A ll samples shall be taken in ac cordance with California Test 125, and the following table:

TABLE 203-6.10
Sampling Location
Asphalt Concrete  Trucks, or
 Mat behind the paver
Aggregate  Cold feed belts, or
 Hot bins prior to addition of asphalt binder
RAP  RAP system, or
 RAP feed belts
Asphalt Binder  Asphalt binder supplier, or
 Storage tanks at the plant during
production

3. When behind the paver or core samples of asphalt concrete are to be used for evaluation, sufficient size samples shall be taken to ensure representati ve and adequate quantity of material for the required testing.

4. When using core samples, the samples must be properly prepared to safeguard against influx of outside contaminates and so that the cut surfaces do not influence the test results.

5. Material samples of the asphalt concrete shall be on a lot basis. A standard lot shall be equal to 1 day’s production or 750 tons, whichever is smaller. The samples and testing results shall be representative of their entire sample lot.
203-6.11 Acceptance.

DELETE in its entirety and REPLACE with the following:

1. Acceptance of asphalt concrete mixtures will be based upon conformance to the gradation, asphalt binder content, air voids, and minimum stability values shown in Table 203-6.4.4. Air void values shall be between 2% and 6%. The asphalt binder content shall be within +/- 0.4 percent of the OBC shown on the respective job mix formula.

2. Acceptance of Type III asphalt concrete mixt ures will be based upon conformance to the gradation, asphalt binder content, air voids, and minimum stability values shown in Tables 203-6.5.4 (A) and 203-6.5.4 (B). Air void values shall be between 2% and 6%. The asphalt

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binder content shall be within +/- 0.4 percent of the OBC shown on the respective job mix formula.

3. Should plant gradation test results be unava ilable and allowed by the Engineer, gradation may be determined in accordance with ASTM D2172 or by AASHTO T 308 with adherence to the aggregate correction factor therein. In the case of a continued dispute, final acceptance of plant produced mixtures may be based upon binder content, stability and air void values.

4. When dissimilar surface course mix characterist ics are the result of production and delivery from multiple plants, the Engineer may require production and delivery from only 1 plant during any 1 day of production, unless approved by the Engineer.

SECTION 206 – MISCELLANEOUS METAL ITEMS
ADD the following: 206-7 TRAFFIC SIGNS.
206-7.1 Roadside Signs.

1. This Work shall consist of furnishing and insta lling roadside signs in accordance with details shown on the Plans, the California Sign Spec ifications and these special provisions.

Permanent and temporary signs shall be free from blemishes that may affect the serviceability and detract from the general si gn color and appearance when viewing during daytime and nighttime from a distance of 25 feet . The face of each finished sign shall be uniform, flat, smooth, and free of defects, scratches, wrinkl es, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back and edges of the sign panels shall be free of router chatter marks, burns, sharp edges, loose rivets, delaminated skins, excessive adhesive overspray, and aluminum marks.
206-7.1.2 Sign Identification.

1. The following notation shall be placed on the lower right side of the back of each sign where the notation shall not be blocked by the sign post or frame:

A. PROPERTY OF THE CITY OF CARLSBAD,
B. Name of the sign manufacturer,
C. Month and year of fabrication,
D. Type of retroreflective sheeting, and
E. Manufacturer’s identification and lot number of retroreflective sheeting.

2. The above notation shall be app lied directly to the aluminum sign panels in 1/4-inch upper case letters and numerals by die-stamp and a pplied by similar method to the fiberglass reinforced plastic signs. Painting, screening, or engraving of the notation will not be allowed.

The notation shall be applied without damaging the finish of the sign. 206-7.1.3 Drawings.

1. Standard signs shall be as per the most recent ly approved California Sign Specifications. The date of approval shall be the date most clos ely preceding the date of manufacture of the sign(s) or the date of the “Notice to Proceed” of this Contract, whichever is most recent. 206-7.1.4 Reflective Sheeting.

1. All advisory signs, warning signs and all regula tory signs shall be fabricated with Type IV prismatic sheeting (High Intensity Prismatic or equivalent) or Type IX prismatic cube lens

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sheeting (Diamond Grade VIP or equivalent) in accordance to ASTM Designation D4956 and conforming to the requirements of these special provisions. 206-7.1.5 Sign Panel.

1. Sign panels shall be fabricated from sheet al uminum in accordance with ASTM Designation B209. Sheet aluminum shall be pretreated in accordance to ASTM Designation B449. The surface of sheet aluminum shall be cleaned, de oxidized, and coated with a light and tightly adherent chromate conversion coating free of powdery residue. The conversion coating shall be Class 2 with a mass between 10 milligrams pe r square foot. Following the cleaning and coating process, the sheet aluminum shall be pr otected from exposure to grease, oils, dust, and contaminants. Sheet aluminum shall be free of buckles, warps, dents, cockles, burrs, and defects resulting from fabrication.
206-7.1.6 Mounting Traffic Signs.

1. Traffic signs shall be installed on 10-gage or 12-gage cold-rolled steel perforated tubing posts as shown on San Diego Regional Standard Drawing M-45 or, when the sign area exceeds the maximum area allowed for on that drawing, on multiple 10-gage or 12-gage cold-rolled steel perforated tubing posts. The number of posts shall be determined by the parameters in SDRS Drawing M-45 or as approved by the Engineer. Traffic signs will be provided with back braces and mounting blocks as approved by the Engineer consisting of 10-gage or 12-gage cold-rolled steel perforated tubing when multiple posts are used.
206-7.1.6 Traffic Sign Posts.

1. Posts shall be constructed of 10-gage or 12-gage cold-rolled steel perforated tubing posts as shown on San Diego Regional Standard Drawing M-45.
206-7.2 Temporary Traffic Signs.

1. Temporary traffic signs shall consist of all signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic during the Contractor’s performance of the Work. Temporary traffic signs include both stationary and portable signs. 206-7.2.1 General.

1. This Work shall consist of furnishing and installing temporary signs in accordance with details shown on the Plans, the California Sign Spec ifications and these special provisions.

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1. Standard signs shall be as per the most recent ly approved California Sign Specifications. The date of approval shall be the date most clos ely preceding the date of manufacture of the sign(s) or the date of the “Notice to Proceed” of this contract, whichever is most recent. 206-7.2.3 Reflective Sheeting.

1. All advisory signs, warning signs and all regula tory signs shall be fabricated with Type IV prismatic sheeting (High Intensity Prismatic or equivalent) or Type IX prismatic cube lens sheeting (Diamond Grade VIP or equivalent) in accordance to ASTM Designation D4956 and conforming to the requirements of these special provisions. 206-7.2.4 Sign Panel.

1. Stationary mounted temporary traffic signs sha ll be installed on 10-gage and 12-gage cold- rolled steel perforated tubing posts in the same manner show n on the State of California, Department of Transportation Standard Plans RS1, RS2, RS3 and RS4 for installation of roadside signs, except as follows:
a) Wood posts shall not be used.
b) Back braces and blocks for sign panels will not be required. c) The height to the bottom of the sign panel above the edge of traveled way shall be at least 2.1 m (7’).
d) Unless otherwise shown on the Plans, traffi c signposts shall conform in materials and installation to SDRS Drawing M-45 and sha ll have 1 post provided for each 0.48 m 2 (5 ft2) of sign area, or the signs may be inst alled on existing lighting standards when approved by the Engineer.
e) Sign panels mounted on temporary traffic signposts shall conform to the requirements of these special provisions.
206-7.2.6 Temporary Traffic Sign Posts.

1. Posts shall be 10-gage or 12-gage cold-rolled steel perforated tubing used for the support and stabilization of stationary mounted temporary si gns. Post size and number of posts shall be as shown on the Plans, except that when stationary mounted signs are installed and the type of sign installation is not shown on the Plans, post size and the number of posts will be determined by the Engineer. Sign panels for stationary mounted signs shall consist of reflective sheeting applied to a sign substrate.
206-7.2.7 Portable Temporary Traffic Signs.

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1. Each portable temporary traffic sign shall consist of a base, standard or framework and a sign panel. The units shall be capable of being delivered to the site of use and placed in immediate operation. Sign panels for portable signs shal l conform to the requirements of these special provisions, or shall be cotton dr ill fabric, flexible industrial nylon fabric, or other approved fabric. Fabric signs shall not be used during the hours of darkness. Size, color, and legend requirements for portable signs shall be as desc ribed for stationary mo unted sign panels in section 206-7.2 of these special provisions. The height to the bottom of the sign panel above the edge of traveled way shall be at least 0. 3-m (12”). All parts of the sign standard or framework shall be finished with 2 applications of orange enamel which will match the color of the sign panel background. Testing of paint will not be required.

ADD the following: 206-8 LIGHT GAGE STEEL TUBING AND CONNECTORS. 206-8.1 General.

1. This Section pertains to 10-gage and 12-gage cold-rolled steel perforated tubing used for the support and stabilization of signs. All shapes sha ll have a galvanized finish and shall be cold- roll-formed steel conforming to ASTM Designation A-446, Grade A. Galvanizing shall conform to ASTM A-525, Designation G-90. Galvanizin g shall be performed after all forming and punching operations have been completed. Cold-rolled steel perforated tubing shall be perforated on all 4 faces with 11mm (7/16”) holes on 25 mm (1”) centers. 206-8.2 Tolerances.

1. Wall thickness tolerance shall not exceed +0.28 mm, -0.13 mm (+0.011”, -0.005”). Convexity and concavity measured in the center of the flat side shall not exceed a tolerance of +0.25 mm (+0.010”) applied to the specific size dete rmined at the corner. Straightness tolerance variation shall not exceed 1.6 mm in 1 m (1/16 “ in 3’). Tolerance for corner radius is 4.0mm (5/32”), plus or minus 0.40 mm (1/64“). Weld flash on corner-welded square tubing shall permit 3.60 mm (9/64”) radius gage to be plac ed in the corner. Using 10-gage or 12-gage square tube, consecutive size tubes shall telesc ope freely for 3.1m (10’). Tolerance on hole size is plus or minus 0.40 mm (1/64“) on a size. Tolerance on hole spacing is plus or minus 3.2 mm in 6.1 m (1/8” in 20’). In addition, for the following specific sizes of light gage steel tubing, dimensional tolerances shall not exceed those listed in tables 206-8.2 (A) and 206-8.2(B).

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TABLE 206-8.2(A)

LIGHT GAGE STEEL TUBING SIZE TOLERANCE
Nominal Outside
mm
Dimensions
(inches)
Outside Tolerance for
mm
All Sides at Corners
(inches)
25 x 25 (1 x 1) 0.13 0.005
32 x 32 (11/4 x 11/4) 0.15 0.006
38 x 38 (11/2 x 11/2) 0.15 0.006
44 x 44 (13/4 x 13/4) 0.20 0.008
51 x 51 (2 x 2) 0.20 0.008
56 x 56 (23/16 x 23/16) 0.25 0.010
57 x 57 (21/4 x 21/4) 0.25 0.010
64 x 64 (21/2 x 21/2) 0.25 0.010
51 x 76 (2 x 3) 0.25 0.010
TABLE 206-8.2(B)

LIGHT GAGE STEEL TUBING SQUARENESS OF SIDES AND TWIST
Nominal Outside
mm
Dimension
(Inches)
Squareness(1)
mm

(Inches)
Twist
Permissible
mm(2)
in 900 mm
(3”)
(Inches)(2)
25 x 25 (1 x 1) 0.15 0.006 1.3 0.050
32 x 32 (1-1/4 x 1-1/4) 0.18 0.007 1.3 0.050
38 x 38 (1-1/2 x 1-1/2) 0.20 0.009 1.3 0.050
44 x 44 (1-3/4 x 1-3/4) 0.25 0.010 1.6 0.062
51 x 51 (2 x 2) 0.30 0.012 1.6 0.062
56 x 56 (2-3/16 x 2-3/16) 0.36 0.014 1.6 0.062
57 x 57 (2-1/4 x 2-1/4) 0.36 1.014 1.6 0.062
64 x 64 (2-1/2 x 2-1/2) 0.38 0.015 1.9 0.075
51 x 76 (2 x 3) 0.46 0.018 1.9 0.075
(1) Tubing may have its sides failing to be 90 degrees to each other by the tolerance listed. (2) Twist is measured by holding down the edge of one end of a square tube on a surface plate with the bottom side of the tube parallel to th e surface plate, and noting the height that either corner on the opposite end of the bottom side is above the surface plate. 206-8.3 Fasteners.

1. Fasteners used to assemble cold -rolled steel perforated tubing shall be steel “pull-through” electrogalvanized rivets with 9.5 mm (3/8”) diameter shank, 22 mm (7/8”) diameter head, and a grip range of from 5 mm (0.200”) to 0.90 mm (0.356”). The fasteners shall conform to ASTM B-633, Type III.
[Add the following section:]
.

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ADD 206-9 PORTABLE CHANGEABLE MESSAGE SIGN.
206-9.1 General.

1. Each portable changeable message sign (PCMS) unit shall consist of a controller unit, a power supply, and a structural support system all mo unted on a trailer. The PCMS unit shall be assembled to form a complete self-contained portable changeable message sign, which can be delivered to the site of the Work and placed in immediate operation. The complete PCMS unit shall be capable of operating in an ambi ent air temperature range of -20ºC (-4ºF) to +70ºC (158ºF) and shall not be affected by unauthorized mobile radio transmissions.

2. The trailer shall be equipped so that it can be leveled and plumbed. Full operation height shall be with the bottom of the sign at least 2.1 m (7') above the ground and the top no more than

4.4 m (14.5') above the ground. After initial pl acement, PCMS shall be moved from location to location as directed by the Engineer
206-9.2 Message Board.

1. The message displayed on the PCMS shall be visible from a distance of 460 m (1500') and shall be legible from a distance of 230 m (750'), at noon on a cloudless day, by persons with vision corrected to 20/20. The sign pane l shall be 3-line matrix and shall display not less than 7 characters per line. Sign messages to be displayed shall be as approved by the Engineer. The sign face shall be flat black and shall be prot ected from glare of the sun by a method which does not interfere with the clarity of the sign message. The sign shall be raised and lowered by means of a power driven lifting mechanism. The matrix sign shall be capable of complete alphanumeric selection.

2. Lamp matrix type signs shall be equipped with an automatic dimming operational mode that automatically compensates for the influence of a temporary light source or other abnormal lighting conditions. The sign shall have manu al dimming operation modes of 3 or more different lamp intensities.

3. Matrix signs not utilizing lamps shall be either internally or externally illuminated at night.

4. The controller shall be an all solid-state unit containing all the necessary circuitry for the storage of at least 5 pre-programmed messages. The controller shall be installed in a location allowing the operator to perform all functions from 1 position. A keyboard entry system shall be provided to allow an operator to generate an infinite number of additional messages over the pre-programmed stored messages. The keyb oard shall be equipped with a security lockout feature to prevent unauthorized use of the controller. The controller shall contain a nonvolatile memory to hold the keyboard created messages in memory during periods when the power is not activated. The controller sha ll provide for a variable message display rate which allows the operator to match the information display to the speed of the approaching traffic. The flashing off time shall be operator adjustable within the control cabinet. 206-9.3 Operation and Maintenance.

1. PCMS shall be furnished, placed, operated, and maintained at locations shown on the Plans, specified in this section, or designated by the Engineer. The PCMS will be diligently maintained and repaired by the Contractor th roughout the Project in accordance with the manufacturer's recommendations. When ownership is transferred to the Agency (at the end

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of the job), it must be demonstrated to be in good working condition, and meet the provisions of these Specifications, including current registration. 206-9.4 Measurement and Payment.

1. The Contract unit price PCMS shall be included in the bid item Traffic Control and include full compensation for furnishing all labor, material s, tools, equipment and incidentals, and for doing all the Work involved in furnishing, placing, operating, maintaining, repairing, replacing, transporting from location to location, and delivery of the signs to the Agency at the completion of the construction, in good working order, and as directed by the Engineer, and no other compensation will be made.

SECTION 207 – GRAVITY PIPE
207-17 PVC GRAVITY PIPE.
207-17.2.2 Cell Classification
DELETE the first sentence and replace with the following:

1. Pipe shall be made of PVC plastic having a cell classification of 12454 or 12364, as defined in ASTM D1784.
207-17.4.2 Acceptance
DELETE the last sentence and replace with the following:

1. Installation time shall conform to 207-15.6.

SECTION 209 – PRESSURE PIPE
209-7 PIPELINE IDENTIFICATION.
209-7.2 Requirements.

DELETE in its entirety and replace with the following:

1. Pipeline identification shall conform to the following:

TABLE 209-7.2
Function Type Materials/Method
Pipe Contents
Identification
Pipe Color
(Plastic Pipe
or Polywrap)
Blue for Potable Water.

Purple for Recycled Water.

Green for Sewage.

AND
Stenciling Stenciling marked on pipe in contrasting color to background color of pipe stating:
“POTABLE WATER,”
“CAUTION RECYCLED WATER – DO NOT DRINK” or ”CAUTION
SEWER” as appropriate.
5/8” (16 mm) high letters.

Repeated at 1 foot (300 mm) intervals.

OR
Identification
Tape
Polyethylene tape 6” (150 mm) wide and 4 mils (100 µm) minimum thickness with 2” (50 mm) high letters stating:

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Function Type Materials/Method
“POTABLE WATER,” “CAUTION RECYCLED WATER – DO NOT
DRINK” or “CAUTION SEWER” as appropriate.

For pipe > 12” (300 mm) diam eter, use 12” (300 mm) wide tape.

Color – Blue with black or white letters for potable water, Purple with black or white letters for recycled water,
Green with black or white letters for sewage.

Attached to top of pipe with adhesive tape.

Pipe Warning
and Locating
Warning and
Locating
Tape
Polyethylene tape 6” (150 mm) wide and 4 mils (100 µm) minimum thickness with 2” (50 mm) high letters stating:
“CAUTION: WATERLINE BURIED BELOW,” “CAUTION:

RECLAIMED WATERLINE BURIED BELOW – DO NOT DRINK,” or
“CAUTION: SEWER BURIED BELOW” as appropriate.

For pipe > 12” (300 mm) diam eter, use 12” (300 mm) wide tape.

Color – blue with black or white letters for potable water, Purple with black or white letters for recycled water,
Green with black or white letters for sewage.

Place in pipe trench 18” (450 mm) above pipe.

Tape shall contain metallic stri p that can be registered by magnetic field locating device.

OR
Locating
Wire
In lieu of installing metallic warning tape; non-metallic warning tape 18” (450 mm) abov e pipe and 10-guage copper wire attached to top of pipe and accessibly terminated may be used.

SECTION 211 – MATERIAL TESTS
211-3 INFILTRATION CAPACITY TEST.
211-3.4 Infiltration Capacity.

DELETE in its entirety and REPLACE with the following:

1. Infiltration Capacity shall be calculated as follows:
a) The formula for U.S. Standard Meas ures shall be: IC=(V)(3,326,400)/( )(d1)(d2)(t) inches per hour.

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b) The formula for SI Units shall be: IC=(V)(14.4Xl 06)/( )( d1 1)(d2)( t) cm per hour. Where:

IC is Infiltration Capacity
V is the volume of water in gallons or liters
d1 and d2 are the dimensions that were determined in part 211-3.3  is approximately 3.14159
211-6 RAP CORRECTION FACTOR.
211-6.1 General.

DELETE in its entirety and REPLACE with the following:

1. A RAP correction factor must be determined for asphalt concrete mixtures containing greater than 15 percent RAP. The RAP correction factor shall be determined in accordance with Caltrans Lab Procedure LP-9 dated May 22, 2006. This factor shall be used in determining the combined gradation of the virgin aggregates and RAP.

SECTION 212 – WATER AND SEWER SYSTEM VALVES AND APPURTENANCES 212-2 FLANGED AND THREADED CONNECTIONS.
212-2.8.2 Insulation of Threaded Connections.

DELETE in its entirety and REPLACE with the following:

1. Threaded insulating bushings, couplings or unions shall be furnished and installed where dissimilar threaded piping materials are joined.

212-10 SERVICE LATERALS, METERS, AND METER BOXES.
212-10.3 Corporation Stops, Angle Meter Valves, Service Saddles and Other Service Materials.

DELETE the last sentence of the first paragraph and REPLACE with the following:

1. Unless otherwise shown on the Plans or specifie d in the Special Provisions, service saddles and corporation stop inlets shall be threaded per NPT tapered per ANSI B1.20.1.

ADD the following: 212-13 TRACER WIRE FOR NON-METALLIC PIPE. 212-13.1 General.

1. Tracer wire shall conform to the following:
a) Conductor: Minimum 10 AWG, copper clad steel or solid copper (direct burial) or 8 AWG, copper clad steel (directional drilling), rated for 30 volts. b) Break load: minimum 600-lb (direct burial); 2,500-lb (directional drilling) c) Insulation: High Molecular Weight Polyethylene (HMWPE), minimum 30-mil (direct burial); 45-mil (directional drilling). Color per the APWA uniform color code. d) Splices and connectors: For direct burial on ly, moisture displacement and corrosion proof, direct bury splice kits, UL rated for 600 volts.

SECTION 214 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT

MARKERS
214-1 GENERAL
The following Sections of the Caltrans Standard Specifications, and California Manual on Uniform Traffic Control Devices, shall be used for all work specified in these sections:

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 Section 84: Existing Facilities: Traffic Striping Removals  Section 84: Markings: Thermoplastic & Paint
 Section 81: Miscellaneous Traffic Co ntrol Devices: Pavement Markers

All pavement striping and markings shall be reflective with glass beads and conform to requirements of the California Air Resources Board (CARB).

214-4 PAINT FOR TRAFFIC STRIPING AND MARKINGS
214-4.1 General
ADD the following:

The installing of striping shall conform to the general provisions in Section 84, “Markings” of the Caltrans Standard Specifications and the Caltrans Standard Plans, and the following Technical Provisions.

All bike lane markings and curb markings shall be waterborne paint conforming to Section 84-

2.02C, “Paint,” of the State of California Standard Specifications.

Bike lane green waterborne paint shall be Roadmax RMP 100 Series Traffic Paint, by Roadmax (www.roadmaxproducts.com), or approved equal. Paint shall meet Fed Spec TT-P-1952F Type II and be applied with reflective glass beads. Green paint color code shall be submitted for City approval prior to ordering.

214-5 THERMOPLASTIC MATERIAL FOR TRAFFIC STRIPING AND MARKINGS 214-5.1 General
DELETE entire section and replace with the following:

All pavement striping, symbols and legends, cross walks, and stop bars, with exception to the bike lane markings, shall be Thermoplastic conforming to Section 84-2.02B, “Thermoplastic,” of the State of California Standard Specifications.
214-6 PAVEMENT MARKERS
Markers shall conform to Section 81-3, “Pavement Markers,” of the Caltrans Standard Specifications.
214-7 ADHESIVES FOR PAVEMENT MARKERS
214-7.1 General
Markers shall be applied using rapid-set epoxy conforming to Section 95-1.02E, “Rapid Set Epoxy Adhesive for Pavement Markers,” of the Caltrans Standard Specifications.

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SECTION 217 – BEDDING AND BACKFILL MATERIALS
217-1 BEDDING MATERIAL.
217-1.1 General.

ADD the following:

1. Bedding for pressure pipe of any material shall conform with the City of Carlsbad Engineering Standards, Volumes 2 and 3.
217-1.2 Bedding Material for Plastic Pipe.

DELETE the second paragraph and REPLACE with the following:

1. For HDPE, PVC solid wall, and PE solid wall pipe in gravity applications, the bedding material shall be crushed rock conforming to th e requirements shown in Table 217-1.2 unless otherwise specified or shown on the Plans.
217-2 TRENCH BACKFILL.
217-2.1 General.

DELETE TABLE 217-2.1 and replace with the following:

TABLE 217-2.1
Zone Zone Limits Maximum Rock Size
(greatest dimension)
Sand Equivalent
(Excluding Rock)
Backfill Zone From subgrade to 12”
(300 mm) above top
of pipe or conduit
4” (150 mm) Not less than 20 unless
otherwise shown on the
Plans or specified in the
Special Provisions.

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PART 3 CONSTRUCTION METHODS
SECTION 300 – EARTHWORK
300-1 CLEANING AND GRUBBING.
300-1.1 General
ADD the following:

1. Clearing and Grubbing shall conform to the requi rements of the provisions in Section 300-1, “Clearing and Grubbing,” of the Standard Spec ifications, in accordance with the areas identified by the approved project plans, thes e Technical Provisions, a nd as directed by the Engineer. Existing trash, construction debris , abandoned structures and other deleterious material are included in this item.

2. Areas to be cleared shall be grubbed to a depth necessary to remove stumps, roots, buried logs and other objectionable material. Clearing and Grubbing includes all trees, 6-inches or less in trunk diameter, called-out for removal in the plan.

3. All areas used by the Contractor as temporar y right-of-way and staging areas shall not be contaminated with fuels, chemicals, lime or ot her soil stabilization treatments. All waste oil, solvent, and refined petroleum products shall be collected in appropriate containers and disposed of properly. A layer of clean pea gravel over native soil shall be used where an all- weather surface is desired for operation of vehicles and equipment.

4. The Contractor shall notify the Engineer, in accordance with Subsection 3-4, “Changed Conditions,” of the Standard Specifications, of any changed conditions or material differing from that represented in the Contract which the Contractor believes to be hazardous waste.

5. All stockpiling of cleared and grubbed material designated by the Contractor for final removal shall be considered incidental to this paid item and no additional compensation shall be allowed therefore.

6. All combustible waste materials resulting from clearing and grubbing from any construction operations of this Contract sha ll be removed from the site to an acceptable disposal area in accordance with Subsection 401, “Removal,” of the Standard Specifications.

7. Clearing and Grubbing shall be limited to the areas within grading limits and other items to be constructed. All other vegetation outside clear and grub areas shall be protected in place from damage resulting from the Contractor’s operation. Any item outside the construction limits that is damaged or destro yed by the Contractor shall be replaced or restored to its original condition prior to acceptance of the improvements or the Contractor shall compensate the City for its replacement.

8. The Contractor shall protect all existing structur es or facilities which are adjacent to or fall within the limits of the work to be done under this Contract in accordance with Section 400, “Protection and Restoration,” of the Standard Sp ecifications. Any structure or facility to be protected which is damaged as a result of the Contractor’s construction operation, shall be replaced by the Contractor, at their cost, to the satisfaction of the Engineer.

9. Clearing and Grubbing shall include but not be limited to the following:
a. Removal and disposal of all shrubs, trees, and vegetation as shown on the plans and removal of construction debris, trash, and deleterious material as directed by the Engineer.

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10. Removal/Adjustments/Relocations of items sh all be in conformance with respective owner/agency (City/Utility Company) standards and specifications. 300-1.4 Payment.

DELETE the second sentence.

SECTION 301 – TREATED SOIL, SUBGRADE PREPARATION, AND PLACEMENT OF BASE

MATERIALS
301-2 UNTREATED BASE
301-2.1 General
ADD the following:

Aggregate base - Aggregate Base (Untreated base) is required under some PCC and AC improvements as shown on the Plans, referenced Standard Plans, or as described in the Technical provisions. Additional base may be required after review of work areas following removals. Prior to constructing new improvements, the Contractor shall verify with the Engineer that the base sections as shown on the Plans are adequate.

The finished surface of the untreated base, which is to receive asphalt concrete shall be smooth and level and allow for a uniform depth of asphalt concrete.

Adequate drainage (both surface and subsurface) should be prov ided such that the untreated base materials are not allowed to become wet.

Subgrade Preparation - The native material subgrade shall be graded smooth, level, and to a uniform depth and cross-section and compacted to 95-percent of maximum density at optimum moisture to a minimum depth of 6” below the subgrade plane as determined by ASTM D1557.

Aggregate base Compaction–- Aggregate base shall be placed in 6-inch to 8-inch loose lifts, moisture conditioned to near optimum mois ture content, and compacted to at least 95 percent relative compaction per ASTM D1557.
301-2.2 Spreading
ADD the following:

At the time the aggregate base material is spread, it shall have a moisture content sufficient to obtain the required compaction. Such moisture shall be uniformly distributed throughout the material.
301-2.4 Measurement and Payment
DELETE the second paragraph and add the following:

Untreated Base / Aggregate Base (AB) is required under some PCC improvements as referenced Standard Plans, plan details, and described in their respective Technical provisions and may not be eligible for payment under Aggregate Base (AB) pay item, but will be included in the cost of the item being constructed. The Untreated Base / Aggregate Base (AB), included in other items of work, shall be furnished and installed by the Contractor.

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PCC improvements, that include underlying AB in the payment of the concrete item being constructed, include but not limited to: PCC Sidewalk, Concrete Channels, and Cross Gutters.

SECTION 302 - ROADWAY SURFACING
ADD the following: 302-1 GENERAL.
302-1.1 Vegetation Treatment.

1. The Contractor shall treat all vegetation within the limits of the paved area to be surfaced with an herbicide that compli es with the City’s Integrated Pest Management program.

Herbicide shall be applied at least 2 Working Days prior to surfacing the street. Allowance for the 2-day period shall be shown in the sche dule required per section 6-1, “Construction Schedule”. Payment for pavement surfacing shall include tree trimming and herbicide treatment of the areas to be surfaced and no extra payment will be made for tree trimming and herbicide treatment.
302-1.2 Coordination.

1. The Contractor shall schedule the Work so as to prevent damage by all traffic. The Contractor shall not schedule Work so as to conflict with trash pickup. The trash hauling schedule can be obtained by calling Republic Services at ( 760) 332-6464. At least 2 weeks prior to Work, Contractor shall send, by first class mail, notifica tion letters to all property addresses within 500-feet of the Work. Obtaining the appropri ate addresses shall be the Contractor’s responsibility. A sample letter may be provided by the Agency to be used as an example. The letter should provide the name of the Contractor and a 24-hour phone number for residents to call if they have any issues or questions.

2. Seventy-two hours prior to the start of any construction in the public right-of-way that affects vehicular traffic and/or parking or pedestrian routes, the Contractor shall give written notification of the impending disruption. For a full street closure, all residences and/or businesses on the affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the residences and/or businesses dire ctly affected by the Work shall be notified.

3. The Contractor shall deliver the notification which shall state the date and time the Work will begin and its anticipated duration. The notifica tion shall list 2 telephone numbers that may be called to obtain additional information. One number shall be the Contractor’s permanent office or field office and the other numbe r shall be a 24-hour number answered by a representative of the Contractor who is knowle dgeable about the Project. At least 1 of the phone numbers shall be in the (760) area code. An answering machine shall not be connected to either number. The notification shall also gi ve a brief description of the Work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shall submit the contents of the notification to the Engineer for approval. Notices shall not be distributed until approved by the Engineer.

4. For door hangers, the notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 3-1/2 inches by 8-1/2 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to 65 lb. card stock. The printing on the notice shall be no smaller than 12 point.

The precut notices shall be as shown on the example provided in Appendix “A,” with the day

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of the week circled and appropriate information specific to the Work inserted at the locations indicated in the italicized font.

5. The preparation, materials, printing, delivery and distribution of the letters, door hangers and notifications shall be included in the contract price Bid for Traffic Control and the Contractor will not be entitled to any additional compensation for printing and distributing these notices. 302-4 SLURRY SEAL SURFACING.
302-4.6 EMULSION-AGGREGATE SLURRY (EAS).
302-4.6.1 General
ADD the following:

Surfaces, to received slurry, shall be cleaned prior to slurry seal application. All residue shall be completely removed by sweeping and properly disposed. A vacuum sweeper is to be used for the residue sweeping. No washing of any residue into gutters and/or drainage structure shall be allowed.
302-5 ASPHALT CONCRETE PAVEMENT.
302-5.1 General
ADD the following sentence at the end of the first paragraph:

This work shall include the construction of asphalt concrete pavement, including, but not limited to, roadways, AC patch backs, and miscellaneous areas, as shown on the plans, per these Technical Provisions, the Standard Specifications, and as directed by the Engineer.

The work shall include controlling nuisance water, sweeping, watering, and removing loose and broken foreign material as specified in the Standard Specifications and these Technical Provisions and as required by the Engineer.

The Contractor shall provide proper delineation, signing and flagger to keep traffic off of the freshly laid mat until it has been properly compacted and is set up sufficiently so that it will not be damaged by traffic. Surfaces damaged by traffic shall be replaced to the satisfaction of the Engineer.

If the finish surface of the asphalt concrete on the traffic lanes does not meet the specified surface tolerances, it shall be brought within the tolerances by either: (1) Placing an overlay of asphalt concrete, or (2) Removal and replacement. The method shall be selected by the Engineer.

Subgrade Preparation - Prior to placing asphalt concrete, the subgrade shall be subject to inspection/testing and approval by the Engineer in conformance with Section 301, “Treated Soil, Subgrade Preparation, and Placement of Base Materials,” of the Standard Specifications and these Technical Provisions. Any compaction tests ordered will be at City expense unless tests fail, in which case subsequent tests shall be at the Contractor's expense. Asphalt pavement construction shall not be allowed before the completion and approval of all pavement preparation work.

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Lifts - The finish / surface course shall be spread in one layer with the use of a self-propelled paving machine and shall be spread to the after compaction thickness as shown on the Plans.

Longitudinal joints shall be on lane lines.

No grade difference at lip, between utility frame and asphalt concrete finished grade pavement, shall be allowed.

Tarpaulins shall be used to cover all loads from plant to project site. 302-5.2 (Not Used)
REMOVE and REPLACE with the following section:
302-5.2 Testing
302-5.2.1 General
All quality assurance testing shall be done by the Contractor. Prior to delivery of each shipment of asphalt concrete to the job site, the Contractor shall test and provide results and certification to the City, to insure the conforming of the material and its integral components with the prescribed requirements.

The test reports, signed by the Contractor’s materials testing representative, shall certify that the product delivered conforms to the specifications for the type and grade indicated. The certified test reports and the testing required in connection with the reports shall be at no cost to the City.

The vendor supplying the material will deliver to the purchaser with certified copies of the test reports, indicating the name of the vendor. Type and grade of asphalt delivered, date and point of delivery, quantity delivered, delivery ticket number, purchase order number and result of specified test conducted by the Contractor.

The Contractor shall notify the Engineer a minimum of five (5) working days prior to the performance of paving work for inspection by the City.
302-5.4 Tack Coat
ADD the following subsection:

Tack coat shall be applied to all vertical and horizontal surfaces to be joined by new pavement.

The tack coat shall not be applied until the preparation of the existing surface has been completed, and then only so far in advance of placing the asphalt concrete surface course as permitted by the Engineer. Prior to applying tack coat, existing surface shall be swept and cleaned to the satisfaction of the Engineer. No tack coat shall be left exposed overnight. Immediately in advance of placing the asphalt concrete surface course additional tack coat shall be applied, as directed by the Engineer to areas where the tack coat has been destroyed or otherwise rendered ineffective, and no additional compensation shall be allowed for such work. Between lifts of asphalt concrete pavement, and any other cold pavement joints, curbs, gutters, manholes, tack coat shall be applied if paving over cooled surface where satisfactory bond cannot be obtained.

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Existing concrete gutter and curb faces shall be protected against disfigurement from the asphalt.

Residue of the material shall be removed from gutter and curb faces by sandblasting to the extent required by the Engineer.

The Engineer will determine if the pavement is sufficiently dry for the application of the tack coat.

Tack coat shall be applied when the ambient temperature is between 60°F and 105°F (16°C and 41°C), and the roadway pavement surface temperature is a minimum of 55°F (13°C); or as specified by the Engineer.

ADD the following: 302-5.8 Manholes and Other Structures.

1. When placing the overlay, the Contractor sh all pave over appurtena nces in the roadway which includes sanitary and storm access covers , water valve boxes, air vents, sewer dead end boxes and survey monument boxes. Each ap purtenance shall be tr eated or covered to prevent adhesion of the overla y. Each appurtenance shall be located immediately after the overlay is placed and shall be thoroughly clea ned of any and all construction debris which may have entered due to the Contractor’s operation. The Contractor shall adjust all CMWD water valve boxes per CMWD Standard Drawing No. W11 or CMWD Standard Drawing No.

W13. All City of Carlsbad sanitary sewer acce ss covers shall be adjusted per CMWD Drawing No. S1. All storm sewer access covers shall be adjusted per SDRSD D-10. Riser rings or extensions shall not be used for the adjustment of these appurtenances.

2. Raising and adjusting to grade all City-own ed or CMWD-owned appurtenances in the roadway shall be paid for at the Contract Unit Price per each as shown in the Bid. Such price shall constitute full compensation for all la bor, materials, and equipment necessary for completing the Work as described in these Spec ifications and Plans. Other agencies will be responsible for their own appurtenances.

SECTION 303 – CONCRETE AND MASONRY CONSTRUCTION
303-5 CONCRETE CURBS, WALKS, GUTTERS, CR OSS GUTTERS, ALLEY INTERSECTIONS, ACCESS

RAMPS, AND DRIVEWAYS
303-5.1 Requirements
303-5.1.1 General
REPLACE second paragraph with the following:

Construction of Curb and Gutter, Curbs, Curb Ramps, Sidewalks, Medians, Island Passageways, Driveways, Concrete Safety Strip, Gutters, Concrete Ditches, Concrete Channels, Curb Openings, PCC Pavement for driveways, and other minor concrete shall be coordinated with all other construction activities.

Subgrade preparation shall be in accordance with Section 301, “Treated Soil, Subgrade, Preparation, and Placement of Base Materials,” of the Standard Specifications.

Sidewalk / Driveway / Curb Ramps / Island Passageways / Pads for ADA - The Contractor shall verify with a “smart level” that the ADA required maximum slope grades are not exceeded both when setting the concrete forms, prior to pouring. It shall be the Contractor’s responsibility to

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supervise and utilize the proper experienced personnel to ensure that the proper sawcut limits are established for all bike and curb ramp locations and the Engineer will not be responsible to direct the Contractor’s crews or otherwise serve in this management capacity.

Median Concrete –The Contractor shall match existing adjacent median concrete in both color and etched finish. The Contractor shall submit sample panels of the color and finish for City approval.

Samples - Prior to construction of concrete median surface, two (2) 5’x5’ sample panels shall be constructed to demonstrate final concrete color and etching / finish. Panels shall be reviewed for approval by the Engineer prior to any construction of concrete median surface. Approved panels shall be kept on site for the duration of the project and will be used for comparative purposes when evaluating final construction.

Underlying Aggregate - When aggregate base is shown beneath the curb, curb and gutters, cross gutters, and other minor concrete, aggregate base shall 6 inches minimum thickness unless otherwise noted. Concrete channels shall have 4-inches of underlying aggregate base and shall be as shown in the standard detail.
303-5.5.5 Alley Intersections, Access Ramps, Driveways ADD the following subsection:
303-5.5.5.1 Access Ramps/Curb Ramps
All references to Access Ramps are interchangeable with references to Curb Ramps. Curb Ramps shall be constructed at locations shown on the Plans and per SDRSD standards and the details on the plans.

Curb ramp work shall include construction of concrete ramp, sidewalk, detectable warning surface, and curb and gutter, from the curb and gutter to the back of walk, from BCR to ECR or to the limits of the transition area, whichever is greater.

Detectable Warning Tiles / Truncated Domes shall be installed at locations shown on the Plans and per SDRSD G-30.

ADD the following subsection:
303-5.5.5.1.1 Curb Ramp Detectable Warning Tiles / Truncated Domes Installation of the Detectable Warning Surface in the Curb Ramps shall be accordance to the following:

1. During all concrete pouring and tile instal lation procedures, ensu re adequate safety guidelines are in place and that they are in accordance with the applicable industry and government standards.

2. The physical characteristics of the concrete shall be consistent with the contract specifications while maintaining a slump range of 4” – 7” to permit solid placement of the

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cast-in-place tile system. An overly wet mix will cause the cast-in-place system to float, therefore under these conditions suitable weights such as 2 concrete blocks or sandbags (25 lbs) shall be placed on each tile.

3. The concrete pouring and finishing operations require typical mason’s tools, however, a 2’ minimum long level with electronic slope readout, 25 lb weights, vibrator and small sledge hammer with 2” x 6” x 20” wood tamping plate are specific to the installation of the cast-in- place system.

4. The concrete shall be poured and finished, true and smooth to the required dimensions and slope prior to tile placement. Immediately after finishing the concrete, the electronic level should be used to check that the required slope is achieved. The tile shall be placed true and square to the curb edge in accordance with the contract drawings. The cast-in-place tiles shall be tamped or vibrated into the fresh concrete to ensure that the field level of tile is flush to the adjacent concrete surface.

5. While concrete is workable a steel trowel shall be used to trowel the concrete around the tile perimeter of the field level of the tile.

6. During and after the tile installation and the concrete curing stage, it is imperative that there is no walking, leaning or external force placed on the tile to rock the tile, causing a void between the underside of the tile and concrete.

7. Following tile placement, review installation tolerances to contract drawings and adjust tile before the concrete sets, 2 suitable weights of 25 lb each shal l be placed on each tile as necessary to ensure solid contact of tile underside of concrete.

8. Following the curing of the concrete, the protective plastic wrap is to be removed from the tile face by cutting the plastic with a sharp knife tight to the concre te/tile interface. If concrete bleeding occurs, a wire brush will clean the residue without damage to the tile surface.
303-5.7 Repairs and Replacements
ADD the following:

The Contractor shall be responsible to protect all new concrete work from being etched, scratched or otherwise marked following replacement thereof. If new concrete work is marked, the Contractor shall replace it at its expense and no extra costs shall be allowed.

All Curb and Gutter, Curbs, Curb Ramps, Sidewalks Medians, Driveways, Concrete Safety Strip, Gutters, Concrete Ditches, PCC Pavement for driveways, and other minor concrete shall be constructed true to the line and grade shown on the Plans.

Curb and Gutter, Curbs, Curb Ramps, Sidewalks, Medians, Driveways, Concrete Safety Strip, Gutters, Concrete Ditches, PCC Pavement for driveways, and other minor concrete will be rejected for any of the following reasons:

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1. Deviation from grade greater than 1/8 inch.

2. Fluctuations, undulations, or imperfections in PCC surfaces such as rock pockets, honeycombing, blisters, voids, or other defects.

3. PCC surfaces with any cracks.

4. Concrete used that does not meet the requirements set forth in Section 201-1, “Portland Cement Concrete,” of the Standard Specifications.

Rejected sections of Curb and Gutter, Curbs, Curb Ramps, Sidewalks, Medians, Driveways, Concrete Safety Strip, Gutters, Concrete Ditche s, PCC Pavement for driveways, and other minor concrete shall be removed to the nearest joint, and reco nstructed at no additional cost to the City.

303-5.9 Measurement and Payment
DELETE the subsection and add the following:

The placement of aggregate base, as specified in the details, under concrete work shall not be paid for separately but shall be included in the other items of work.

No additional compensation shall be included for sawcutting, replacement of damaged concrete work, slot asphalt patch back, or for additional pavement removal and replacement for fitting in extruder machinery or forms during the construction of concrete items, but shall be included in the cost of the concrete work being constructed.

Reinforcement bars (rebar), as specified in the standard details, under concrete work shall not be paid for separately but shall be included in the other items of work.

SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT

MARKERS
314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 314-2.1 General.

DELETE in its entirety and REPLACE with the following:

1. The Contractor shall remove by wet grinding al l existing or temporary traffic markings and lines that may confuse the public. When temporary detour striping or markings are no longer required, they shall be removed prior to painting the new traffic stripes or markings.

2. The Contractor shall remove all existing markings and st riping, either permanent or temporary, which are to be aba ndoned, obliterated or that co nflict with the Plans by wet grinding methods. Removal of striping by hi gh velocity water jet may be permitted when there is neither potential of the water and detr itus from the high velocity water jetting to damage vehicles or private property nor to flow from the street into any storm drain or water course and when approved by the Engineer.

3. The Contractor shall vacuum all water and detr itus resulting from high velocity water jet striping removal from the pave ment immediately after the water jetting and shall not allow

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such materials to flow in the gutter, enter th e storm drain system or to leave the pavement surface. Surface variation limitations for high ve locity water jet striping removal shall be the same as for grinding.

4. The Contractor shall not use dry or wet sandblasting in any areas. Alternate methods of paint removal require prior approval of the Engineer . Obliteration of traffic striping with black paint, light emulsion oil or any other masking method other than a minimum 30mm (0.10’) thick asphalt concrete overlay is not permitted.
314-2.2 and 314-2.3
REPLACE as follows: 314-2.2 Measurement and Payment

1. Removal of traffic striping and curb and pavement markings as shown on the Plans and required by the Specifications shall be included in the Lump Sum price Bid for Signing and Striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the Co ntractor's expense, and no additional compensation will be allowed for th e repainting. The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping.
314-3 REMOVAL OF PAVEMENT MARKERS.
314-3.2 and 314-3.3
REPLACE as follows: 314-3.2 Measurement and Payment

1. Removal of pavement markers as shown on the Plans and required by the Specifications shall be included in the Lump Sum price Bid for Signing and Striping , and no additional compensation will be allowed, therefore. Reapplication of te mporary stripes and markings shall be repainted at the Contractor's expens e, and no additional compensation will be allowed for the repainting. The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping.
314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 314-4.3.6 and 314-4.3.7
REPLACE as follows: 314-4.3.6 Measurement and Payment

1. Final traffic striping, curb markings and pavement markings as shown on the Plans and required by the Specifications shall be included in the Lump Sum price Bid for Signing and Striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the Co ntractor's expense, and no additional compensation will be allowed for th e repainting. The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping.
314-4.4.5 and 314-4.4.6
REPLACE as follows: 314-4.4.5 Measurement and Payment

1. Thermoplastic traffic striping and pavement markings as shown on the Plans and required by the Specifications shall be included in Lump Sum price Bid for Signing and Striping, and no

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additional compensation will be allowed, ther efore. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed for the repainting. The lump sum Bi d shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping.
314-5 PAVEMENT MARKERS.
314-5.6 and 314-5.7
REPLACE as follows: 314-5.6 Measurement and Payment

1. Pavement markers as shown on the Plans and required by the Specifications shall be included in the Lump Sum price Bid for Signing and Striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed for the repainting. The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping.

ADD the following Section:

SECTION 315 –SIGNAGE
315-1 TRAFFIC SIGN INSTALLATION, RELOCATION, AND REMOVAL 315-1.1 General
This work consists of relocating, removing, fu rnishing, salvaging and installation of guide, regulatory, and warning signs at the locations shown on the Plans in accordance with the California Manual on Uniform Traffic Control Devices (CAMUTCD), the provision in Section 82-3, “Roadside Signs,” of the Caltrans Standard Specif ications, the Specification in the Plans, and as directed by the Engineer.

All existing roadside signs including street name signs (SNS) shown on plan, for the sole convenience and direction of public traffic, shall be protected in place and maintained by the Contractor. All signs damaged by construction activities whether or not shown on plan shall be repaired or replaced to the satisfaction of the City’s representative.

PART 4 EXISTING IMPROVEMENTS
SECTION 400 – PROTECTION AND RESTORATION
400-2 PERMANENT SURVEY MARKERS.

ADD the following:

1. The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where th e Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California (“Su rveyor”) to establish the location of the monument before it is disturbe d. The Contractor shall have the monument replaced by the

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Surveyor no later than 30 Calendar Days after cons truction at the site of the replacement is completed. The Surveyor shall file corner re cord(s) as required by Business and Professions Code Sections 8772 and 8773 et seq.

2. When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adju st the monument frame and cover to the new grade within 7 Calendar Days of paving unless the Engineer shall approve otherwise. Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer.

SECTION 401 – REMOVAL
401-1 General
REPLACE the entire subsection with the following:

Unless otherwise stated on the Plans or Specifications, all material removed from the Work shall become the property of the Contractor and shall be disposed of in a lawful manner.

Burning shall not be permitted on the site.

The Contractor shall conform to the following requirements:

1. In order to protect the public streets from deterioration due to hauling of materials, the Contractor shall submit, prior to the Pre-Cons truction Meeting, for approval a proposed route for hauling of materials for disposal. Up on approval, the Contractor shall strictly adhere to that route, unless written permission from the Engineer is obtained to change the route.

2. Prior to making removals, the Contractor shall meet with the Engineer to verify the limits of removals, locations of joins, to establish smooth joins and to ensure proper drainage.

The Contractor may make minor changes in the location of joins and the limits of removals, provided a smooth join and proper drainage can be achieved and it has obtained prior written approval from the Engineer.

3. The Contractor shall be responsible for recycling and for obtaining a suitable disposal site for the material not suited for recycling, and pursuant to Section 300-2.6 of the Standard Specifications, shall, upon request, file with the Engineer the written consent of the owner of the property upon which he intends to dispose of such material.

4. Any concrete crushing of the removed concrete is not allowed at the job site at any time.

5. The Contractor shall notify the Engineer, in accordance with Section 3-4 of the Standard Specifications, of any changed conditions or material differing from that represented in the Contract which the Contractor believes to be hazardous waste.

6. All combustible waste materials resulting from clearing and grubbing or from any construction operations of this contract shall be removed from the site as directed by the Engineer.

The Contractor is responsible for securing all required haul permits to transport removal material from the project site to the approved disposal site and the paying of all fees associated with the disposal of this material.

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401-2 ASPHALT CONCRETE PAVEMENT.

DELETE in its entirety and REPLACE with the following:

1. Asphalt concrete pavement shall be removed to clean, straight lines. Removal performed by cold milling shall conform to 404. Adjacent AC/AB sawcut and removal associated with concrete construction shall be full depth and a minimum width of 12 inches from face of concrete edge and continue along the concrete scheduled for removal. Removal and disposal of adjoining AC/AB section shall be incidental to the removal of concre te structure Bid item per this Section. Replacement of adjoining AC/A B section shall be incidental to replacement of the concrete.

2. Asphalt Concrete (AC) Pavement Removal shall be in accordance with Section 300-2, “Unclassified Excavation,” and this section of the Standard Specifications and shall consist of excavating and disposin g of existing AC pavement, which includes asphalt concrete and underlying untreated base, to facilitate the construction of new asphalt concrete pavement.

3. Contractor shall sawcut pavement around all area s to be removed, prior to the start of any excavation, unless the entire pavement section is removed by cold milling.

4. All materials removed shall be lawfully disposed of at a site secured by the Contractor. The Contractor shall make effort to recycle exca vated and demolition materials. The Contractor shall provide the Engineer with a letter indicati ng the final disposition of all excavated and demolition materials from the pr oject within five (5) working days after project completion.

No excavated or demolition materials shall be left in the public right of way overnight.

5. AC Pavement Removal shall consist of removing AC pavement to the subgrade, and in areas shown on the Plans. Locations and area size are as shown on the Plans, outlined by paint on the roadway, or as required by the Engineer.

401-3 CONCRETE AND MASONRY IMPROVEMENTS.
401-3.2 Concrete Curb, Walk, Gutters, Cross Gutters, Curb Ramps, Driveway and Alley Intersections.

DELETE in its entirety and REPLACE with the following:

1. Concrete shall be removed to neatly sawed edges with saw cuts made through the entire thickness. Concrete sidewalk, dr iveway, or medians to be remo ved shall be neatly sawed in straight lines either parallel to the curb or at right angles to the alignment of the sidewalk. No section to be replaced shall be smaller than 30 inches (750 mm) in either length or width.

All existing concrete shall be removed to the nearest joint. Concrete shall be removed to neatly sawed edges with saw cuts made to a depth deep enough to produce a clean straight break without loosening, cracking or damaging adjoining improvements. Curb and gutter shall be sawed on a neat line at right angles to the curb face. PCC and all other material unsuitable for use as fill, as determined by the Engineer, shall be removed from the right-of- way and disposed of by the Contractor at a site of his own choice and shall pay all costs incidental to the disposal.

2. Existing concrete and miscellaneous removals shall be immediately removed from the project site and disposed of by the Contractor at hi s own expense at a legal dump and/or recycling site.

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3. All materials removed shall be lawfully disposed of at a site secured by the Contractor. The Contractor shall make effort to recycle conc rete, steel, and other excavated materials. The Contractor shall provide the Engineer with a letter indicating the final disposition of all excavated and demolition materials from the pr oject within (5) working days after project completion. No excavated or demolition material s shall be left in the public right of way overnight.

4. Saw cutting shall conform to th e provisions of Section 3-12, “Work Site Maintenance” (with special regard to 3-12.1, “Gener al,” 3-12.2, “Air Pollution Cont rol,” 3-12.3, “Noise Control,” and 3-12.6, “Water Pollution Co ntrol”) and 401, “Removal,” of the Standard Specifications and these Technical Provisions.

5. Waste material from sawcut operations shall be broom cleaned or vacuumed, and disposed of. Cleaning of sawcut area by washing and di recting waste to public storm drains shall not be permitted.

ADD the following: 401-3.2.1 Adjacent Asphalt Concrete (AC/AB) Sawcut and Removal.

1. Adjacent AC/AB sawcut and removal associated with concrete construction shall be full depth and a minimum width of 12 inches from face of concrete edge and continue along the concrete scheduled for removal. Removal and disposal of adjo ining AC/AB section shall be incidental to the removal of concrete structur e Bid item per this Section. Replacement of adjoining AC/AB section shall be incidental to replacement of the concrete as specified in Section 303-5.

SECTION 402 – UTILITIES
402-1 LOCATION.
402-1.1 General.

DELETE the first paragraph and REPLACE with the following:

1. Known utilities and their respective owners are shown on the Plans or specified in the Special Provisions and their locations are based on available records. The accuracy and/or completeness of the utilities shown on the Plans is not guaranteed and actual locations must be confirmed by potholing. Where undergro und utilities are shown on the Plans, the Contractor shall assume every property parcel will be served by a service connection for each type of utility.

INSERT, after the first sentence of the third paragraph, the following:

Subsurface installations shall be located at least 5 Working Days and at least 500 feet in advance of any construction heading and the results reported in written form to the Engineer.

AMEND letter d) to read as follows:
d) horizontal location with reference to Project stationing. 402-2 PROTECTION.

DELETE the first 3 paragraphs and REPLACE with the following:

1. The Contractor shall not interrupt the service function or disturb the support of any utility without authority from the utility owner or di rection from the Engineer. Valves, switches, vaults, and meters shall be maintained readil y accessible for emergency shutoff. Excavation

00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: September 26, 2025 Document Version: 1.0 Current Update: May 2023

Page 184 ends

of soils providing support to pressure pipelin e thrust blocks may require isolation and de- pressurization of the pipeline prior to the inst allation of support devices and the Contractor shall coordinate such Work with the utility owner.

2. Where a vertical separation distance of 12 in ches cannot be attained between a proposed utility and an existing utility greater than 4 inches in diameter, place a 1-inch thick neoprene or silicone pad with Shore A durometer hardne ss of 50 to 70 (ASTM D2240) in contact with the top of the lower utility and backfill with Portland cement concrete sand conforming to 203-1.5.5 to 3 inches above the bottom of the upper utility. The width of the pad shall be equal to the width of the trench and the length shall extend 1 foot beyond the outer limits of the existing utility.

3. Where protection is required to ensure support of utilities located as shown on the Plans or in accordance with 402-1, the Contractor shall, unless otherwise specified, furnish and place the necessary protection at its expense.

4. Upon learning of the existence and location of any utility omitted from the Plans, the Contractor shall immediately notify the Engi neer in writing. When authorized by the Engineer, support or protection of the utility will be paid for as provided in 7-3 or 7-4. 402-4 RELOCATION.

DELETE paragraphs 3 and 4 and REPLACE with the following:

1. When the Plans or Special Provisions provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such Work, including tempor ary utility service, shall be included in the Bid for the items of Work necessitating such Work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience shall be its responsibility and it shall make all arrangements and bear all costs.

2. The Contractor will relocate service connections as necessary within the limits of the Work or within temporary construction or slope easements in accordance with the procedures and upon the approval of the utility owner. When di rected by the Engineer, the Contractor shall arrange for the relocation of service connections as necessary between the meter and property line, or between a meter and the li mits of temporary construction or slope easements. Payment for the relocation of such service connections shall be in accordance with 7-3 unless otherwise specified in the Bid. Payment will include disconnection of existing service connections from the utility main, capping or plugging existing outlets on the utility main, abandoning the service connection, and th e restoration of all existing improvements which may be affected by the service connecti on relocation. The Contractor may agree with the owner of any utility to disconnect and reconnect private interfering service connections.

Unless otherwise specified in the Bid, disconnection and reconnection of private services will be outside of the scope of the Work and the Agency will not be involved in any such agreement.

3. Relocate (Remove and Replace with New) Street Lighting Junction box. Relocation of existing Street Lighting Junction Box shall be at locati ons shown on the plans and as directed by the Engineer. Removal of the existi ng Street Lighting Junction Box and other appurtenances as necessary to cleanly and complete ly remove the existing Street Lighting Junction Box items, extend and connect existing conduit run with couplers / couplings, and backfill excavation areas to subgrade and allow for the construction of proposed improvements shall be included

00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: September 26, 2025 Document Version: 1.0 Current Update: May 2023

Page 185 ends

in the contract price for this item. A new in-kind Street Lighting Junction Box shall be installed at the proposed location as shown on the plan s. The relocated Street Lighting Junction Box shall include new in-kind and wiring, conduit, an d shall be spliced and connected to existing electrical system. New conduit run from existing pull box to new junction box shall include trenching, bedding / shading, detectab le underground utility marking tape, backfill, compaction, and street trench repair per the Ci ty of Carlsbad Standard Specifications and Drawings GS-24 through GS-28.

Removed facilities shall become the property of the Contractor and shall be removed from the project site, except as otherwise directed by the Engineer.

The Contractor shall densify trench backfill to a minimum of 90 percent relative compaction, except that in the top 36-inches of the street right-of-way shall be compaction shall be 95 percent. The Contractor shall perform permanent trench resurfacing within 24 hours after the completion of backfill and compaction of backfill and aggregate base materials.

The Contractor shall notify and coordinate with the Street lighting owner for energizing and de-energizing the system, and shall perform al l work in accordance with SDG&E and City requirements.

It shall be the sole and exclusive responsibility of the Contractor to provide for and include in its unit price any and all costs and expenses, to notify, schedule, co ordinate and provide sufficient and adequate time for any and all inspections and survey as may be required by the plans, specifications, the utility owner in which the street light junction box belongs to, and the City.

4. Remove and Reset Existing Conf licting Irrigation Equipment. Remove and Reset Existing Conflicting Irrigation Equipment shall be at lo cations shown on the plans and as directed by the Engineer. Items that are not reusable, including crushed rock, and other appurtenances, shall be removed and disposed of off-site. Backfill excavation and void areas to original grade, shall be included in the contract price for this item. Irrigation equipment and appurtenances shall be salvaged and re-installed at relocated location. The Contractor shall furnish and install any additional piping and wiring necessary fo r extension of the existing system to the relocated proposed location. All irrigation materials and equipment, if not relocate-able or destroyed by the Contractor, shall be furnishe d and installed with new in-kind irrigation appurtenances, which may include, but not limited to: pipes, fittings, sprinklers, valves, automatic control valves, contro llers, valve boxes, drain valves, hose bib valves, operating wrenches, riser assemblies, fertilizer injection system, trenching, direct burial wires, electrical connections, wiring and other appurtenances . The contractor shall reset connections, coordinate with City, and test the irriga tion system, ready for immediate use upon completion. All materials and construction meth ods shall be in accordance with Part 8, “Landscaping and Irrigation,” of the Greenbook Standard Specifications.

00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: September 26, 2025 Document Version: 1.0 Current Update: May 2023

Page 186 ends

402-5 DELAYS DUE TO UTILITY CONFLICTS.

DELETE paragraphs 1 through 4 and REPLACE with the following:

1. The Contractor shall notify the Engineer of its Construction Schedule insofar as it affects the protection, removal, or relocation of utilities. The notification shall be included as a part of the Construction Schedule in accordance with 6-1 which shall be revised upon the completion of utility potholing and evaluation for potential utility conflicts. The Contractor shall notify the Engineer in writing of any subsequent ch anges in the Constructi on Schedule which will affect the time available for protection, removal, or relocation of utilities.

2. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterati ons if correctly located, noted, and completed in accordance with 402-1.

3. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing Work correctly shown on the Plans.

4. The Agency will determine the scope of Work fo r the removal, relocation, or protection of existing main or trunk line utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by the removal, relocation, or protection of such existing facilities.
402-6 COOPERATION.

DELETE in its entirety and REPLACE with the following:

1. When necessary, the Contractor shall so conduct its operations as to permit access to the Work Site by the Agency or the utility owner and provide time for utility Work to be accomplished during the progress of the Work.

SECTION 403 - MANHOLE ADJUSTMENT AND RECONSTRUCTION
403-1 GENERAL.

DELETE in its entirety and REPLACE with the following:

1. Wet utility (water, recycled water, sewer and storm drain) manhole and vault frames and covers and valve box frames and covers within an area to be paved or graded shall be set to finish grade by the Contractor.

2. The Contractor shall remove all debris from the interior of manholes and vaults and shall clean all foreign material from the top of the frames and covers. 403-3 MANHOLES IN ASPHAL T CONCRETE PAVEMENT.

DELETE in its entirety and REPLACE with the following:

1. Wet utility structures extending 2 inches (50 mm) or more above the new subgrade shall be lowered by the Contractor to the new subgrade before construction of the pavement section.

Other structures shall be lowered by their owners unless otherwise specified or shown on the Plans. Structures projecting less than 2 inches (50 mm) above the subgrade may be surveyed and covered for construction of the pavement section and later adjusted to grade. The top of reset manholes and other structures shall conform to the smoothness requirement specified in 302-5.6.2.

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Page 187 ends

2. All structures from which manhole frames a nd covers have been removed to facilitate pavement section construction shall be temp orarily covered with a steel plate by the Contractor. When this procedure is impractical, such as for large vaults, or special structures, remodeling or reconstruction shall be completed to finish permanent surface prior to paving operations.

3. The Contractor shall notify utility owners at least 21 Calendar Days in advance of the need to commence Work required prior to paving operations and ag ain for Work required after paving operations. If the Engineer determines the utility owner will not complete adjustment of its facilities within 10 Working Days of the completion of the surface course of pavement, the facilities will be adjusted by their owner under a separate procedure established by the Agency.

4. After the pavement has been completed, the ne cessary portions of the subgrade, base, and pavement shall be neatly removed, the structure built up, and the manhole or vault frame or valve box set to within 1-1/2 inches (37.5 mm) of finish pavement surface with concrete pavement conforming to 201-1 and 302-6. The Contractor shall fill the remaining 1-1/2 inches (37.5 mm) with the asphalt concrete surface course mixture. This material shall be placed and compacted to conform to the appearance, grade, density and smoothness of the surrounding pavement.
403-4 MEASUREMENT.

DELETE in its entirety and REPLACE with the following:

1. Manhole, vault or valve box adjustment and re construction of the type specified will be measured by each.
403-5 PAYMENT.

DELETE in its entirety and REPLACE with the following:

1. Payment for adjusting manhole or vault frames and covers to grade, where the difference between the lowest point of manhole or vault frame removal and final elevation of the top of the frame is less than 15 inches (375 mm) or where the adjustment is accomplished by adjustment rings only, will be made at the Contract Unit Price for adjusting each manhole or vault frame.

SECTION 404 – COLD MILLING
404-12 PAYMENT.

ADD the following:

No extra payment will be made for milling or disposing of geotextile, geogrid, or pavement fabric.

PART 6 - TEMPORARY TRAFFIC CONTROL
SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE

WORK ZONES
601-1 GENERAL
ADD the following:

00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS Date Printed: September 26, 2025 Document Version: 1.0 Current Update: May 2023

Page 188 ends

The Contractor shall prepare the Traffic Control Plans and Haul Route Plan and obtain any necessary Traffic Control Permits.

The Contractor shall maintain safe access for local through roads and adjacent properties.

All traffic control shall be in accordance with the following documentation:
 California Manual on Uniform Traffic Control Devices (CAMUTCD), 2014 Edition, Revision

9.  San Diego Regional Standard Drawings (SDRSD), 2022 Edition

The Contractor shall provide, to the Engineer, a telephone number at which the Contractor's representatives can be reached, at any hour, should an emergency occur requiring replacement or relocation of the required traffic control devices.

The Contractor shall adhere to applicable sections of California Administrative Code, Title 8, concerning electrical and construction safety standards and practices.

Contractor shall require that safety apparel be worn by all personnel who are working at this project site. Safety apparel shall meet California Manual on Uniform Traffic Control Devices (CAMUTCD) “High-Visibility Safety Apparel” requirements. Any worker without the approved safety apparel may be ordered off the job by the Inspector until such apparel is acquired.

Prior to the beginning of work, the Contractor shall execute the approved construction traffic control plan prepared per Section 601-2, “Temporary Traffic Control Plan (TCP),” of the Standard Specifications and these Specifications to safely prosecute the construction work involved with a minimum of inconvenience to the motoring public.

If the traffic cones or portable delineators ar e damaged, displaced or are not in an upright position, for any reason, the Contractor shall i mmediately replace or restore to their original location, in an upright position, the cones or portable delineators.

The Contractor shall provide and maintain all si gns, barricades, flashers, delineators and other necessary facilities for the protection of the motoring public within the limits of the construction area. The Contractor shall also post proper si gns to notify the public regarding detours and conditions of the roadway, all in accordance with the provisions of the Vehicle Code, the current California Manual on Uniform Traffic Control De vices (CAMUTCD), City standards and these special provisions.

The Contractor shall furnish flagmen and equipment as are necessary to give adequate warning to traffic or to the public of any dangerous conditions in accordance with the CAMUTCD and the current California Department of Transportation "Flagging Instruction Handbook".

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Page 189 ends

All existing traffic signs and street signs shall be maintained in visible locations during construction. Signs designated for removal shall be salvaged and delivered to the Agency Public Works yard at 405 Oak Avenue, Carlsbad, CA 92054 or disposed of as directed by the Agency.

Water shall not be diverted from existing courses or allowed to pond on private property without the explicit permission, in writing, from the property owner.

During non-working hours, the roadway work area, shall be delineated additionally with lighted flasher type barricades, spaced a maximum of 25' on center and as directed by the Engineer.

Emergency vehicles shall be permitted to pass through the roadway work area without delay at all times.

During the course of the work, the Contractor shall make minor changes and add or delete signing, as may be requested by the Engineer, to correct problem traffic situations which are a result of the Contractor's operations. In special cases, the Contractor shall be required to furnish flagger as requested.

Each vehicle used to place and remove components of a traffic control system shall be equipped with a Type II flashing arrow sign which shall be in operation when the vehicle is being used for placing, maintaining or removing said traffic control system components. The sign shall be controllable by the operator of the vehicle while the vehicle is in motion.

When the construction schedule necessitates closure of driveways during working and/or non- working hours, Contractor shall notify residents and/or businesses at least 72 hours in advance.

The Contractor shall perform periodic patrols of the construction area during both working and non-working hours to replace and/or set up any traffic control devices, such as signs, barricades, etc., which may have been knocked down. In the event City forces are required to correct any traffic control devices, the cost of said work shall be deducted from the final payment due to the Contractor. All flasher type barr icades shall be maintained in operating conditions. When the project is complete, all traffic control signs, barricades and delineators shall be removed from the site and shall remain the property of the Contractor.

Access to private properties shall be maintained at all times during construction. A minimum of seventy-two (72) hours’ notice in writing sh all be delivered by the Contractor to each residence/business prior to beginning work on the street where access is affected. 601-2 TEMPORARY TRAFFIC CONTROL PLAN (TCP)
DELETE first paragraph and replace with the following:

Traffic control plans are to comply with Part 6 of the California Manual on Uniform Traffic Control Devices (CAMUTCD) 2014, Revision 9 and Appendix “A” - Traffic Control Plans of the San Diego Regional Standard Drawings, 2022 Edition.

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Page 190 ends

601-2.1 General
ADD the following:

No lane closures or street closures allowed without prior approval from the Engineer.

Construction Traffic Control Plans shall be prepared in accordance with the AGENCY's latest traffic control plan preparation guidelines and shall be reviewed and approved by the Engineer. The Contractor shall submit the plans to the Engineer for approval or correction at least ten (10) working days before approved plans will be required for commencing the work.

Approval of the plans by the Engineer shall not relieve the Contractor from the responsibility for errors or omissions in the plans or from deviations from the Contract Documents. The Contractor shall be responsible for the correctness of the plans and for the results obtained by the use of such plans.

Said plan shall indicate the locations of all signing, barricades, flashing arrow signs, delineators, lane closures, temporary lane lines, etc., required to control traffic and detours during construction. All such devices shall be removed from the view of traffic when not required and shall not be stored in the public right-of-way.

Said plan shall include traffic control for all streets for all types of work.

This work shall include, but not be limited to pr oviding delineation, lighted barricades, flashing arrow boards, signing for detours, traffic channelization, and public safety.

The Contractor shall provide safe and continuous passage for pedestrian and vehicular traffic at all times on existing streets.
601-2.2 Payment
DELETE replace with the following:

The Contract Lump Sum price paid for Traffic Control shall include full compensation for, but not limited to, design, submittal and approval of the traffic control plan, furnishing all labor (including flagging costs), materials (including construction area signs), tools, equipment, traffic control plans for the project, and incidentals, and for doing all the work involved in placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of the traffic control including channelizers (surface mounted), lights for illuminating the work site, delineators, temporary striping and pavement marking, barricades, portable flashing beacons, flashing arrow signs, portable changeable message signs, as shown on the Plans, these contract documents, and as directed by the Engineer. 601-3 TEMPORARY TRAFFIC CONTROL (TTC) ZONE DEVICES
601-3.1 General
All warning lights, signs, flares, barricades, delin eators, detours and other facilities for the sole convenience and direction of public traffic shall be furnished and maintained by the Contractor.

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Page 191 ends

All traffic control shall conform to, and be placed in accordance with, current California Manual on Uniform Traffic Control Devices (CAMUTCD).
601-3.5 Signs and Signage
DELETE subsection 601-3.5.2 and replace the following:
601-3.5.2 Warning Signs
Adequate warning signs for motorists shall be pl aced and maintained thro ughout all applicable phases of the work including speed limit reduction, loose gravel, fresh oil, and open trench. Signs shall be 36" X 36" in size and shall be on site re ady for placement prior to start of the applicable phase of work and shall be placed in advance on all streets approaching the work zone.

ADD the following:
601-3.5.3 Payment
Full compensation for conforming to the requirements of “Signs and Signage” shall be considered included in the contract Lump Sum price for Traffic Control , including temporary items, maintenance, repair, replacemen t, appurtenances, and no additional compensation shall be allowed.
601-4 TEMPORARY TRAFFIC STRIPI NG AND PAVEMENT MARKINGS 601-4.5 Payment
DELETE and REPLACE with the following:

Full compensation for conforming to the requir ements of “Temporary Traffic Striping and Pavement Markings” shall be cons idered included in the contract Lump Sum price for Traffic Control, including temporary items, and no additional compensation shall be allowed. 601-5 TRAFFIC LANE WIDTHS AND CLEARANCES
601-5.1 General
ADD the following:

All traffic lanes shall have a minimum width of el even feet (11’) unless otherwise specified. In addition to the lane width specified herein, the Contractor shall maintain a clearance of two feet (2’) feet to curbs, barricades, and other vertical obstructions.

END OF SECTION

01 11 00 SUMMARY OF WORK Date Printed: September 26, 2025 Document Version: 1.0 Current Update: May 2023

Page 192 of 259 ends

SECTION 2
01 11 00 SUMMARY OF WORK
PART 1 GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS
a. The Contractor shall perform Work and furnis h materials, labor, tools, equipment or services that may be reasonably inferred as being required to produce the intended result, whether specifically called for in the Contract Documents, at no additional cost to the Agency.
b. Visible, existing improvements for which no specific disposition is made on the Plans, but which interfere with the Work, shall be removed, and disposed of by the Contractor with the prior approval of the Engineer.
c. The completed Work will provide the Agency with mobility improvements as more fully described in the Drawings and the technical specifications. Provide all labor, material and equipment for the following: List the main elements in the Project, e.g.

1. New driveway improvements;

2. Signing and Striping improvements, including green bike lane markings;

3. other improvements as indicated.
d. Location of the Project is along Faraday Avenue, from Whitman Way to approximately 2,500-feet east of Whitman Way, within the City of Carlsbad, State of California. e. Work also includes: maintaining the safe passage of pedestrians past the Work area throughout the construction pe riod; traffic control; and obtaining all permits needed to perform the indicated Work.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
TITLE SHEET FOR:
1 PROJECT

LOCATION

CARLSBAD, CALIFORNIA

CITY OF CARLSBAD

IMPROVEMENT PLANS
FOR

CITY COUNCIL
HB-1
3" VTR
FD-1
FD-1
FD-2
FD-2
FD-2
3" VTR
FD-2
FD-2
FD-2
3" VTR
FD-2
FD-2
HB-1
HB-1

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLE

PARKINGONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRICVEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKINGELECTRIC

VEHICLEPARKING
ONLY

ELECTRICVEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXX
X
XX
XX
VAN
VAN
VAN
VAN
VAN
VAN
VAN
X
3'-1" [94cm]
9'-5" [287cm]
2'-4" [71cm]
X
200

FARADAY AVE

CANNON RD

WHITMAN WAY
WEST

DRIVEWAY
EAST

DRIVEWAY
10-9-25
1 DELETED RAISED CROSSWALK AND MODIFY

CURB EXTENSION AT WHITEMAN WAY AND
TWO VMP DRIVEWAYS. REVISED STRIPING
FOR THE PROJECT.

MBI
1 9/24/25
9-5-25
1 1
1 15
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
GENERAL NOTES FOR:
2 DELETED RAISED CROSSWALK AND MODIFY

CURB EXTENSION AT WHITEMAN WAY AND
TWO VMP DRIVEWAYS. REVISED STRIPING
FOR THE PROJECT.

MBI
1 9/24/25
9-5-25
10-14-25
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
TYPICAL SECTIONS FOR:
3 1
MJ
1 9/16/25
9 DELETE RAISED CROSSWALK AND MODIFY

CURB EXTENSION AT WHITMAN WAY AND
TWO VMP DRIVEWAYS. REVISED STRIPING
FOR THE PROJECT.

MBI
9/24/25
1 9-5-25
10-14-25
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15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
15 DEMOLITON PLANS FOR:
4 1
MJ
1 9/16/25
9 DELETE RAISED CROSSWALK AND MODIFY

CURB EXTENSION AT WHITMAN WAY AND
TWO VMP DRIVEWAYS. REVISED STRIPING
FOR THE PROJECT.

MBI
9/24/25
1 1
9-5-25
10-14-25
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
15 DEMOLITION PLANS FOR:
5 DW
DW
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6+00

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

S S S S S S S S S S S S S S S S S S S S S S S S S S

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

E E E E E E E E E E E E E E E E E E E E E E E E E E E

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW 25+00 26+00 27+00 28+00 29+00
7+00 8+00 9+00 10+00 11+00
MJ
1 9/16/25
9 DELETE RAISED CROSSWALK AND MODIFY

CURB EXTENSION AT WHITMAN WAY AND
TWO VMP DRIVEWAYS. REVISED STRIPING
FOR THE PROJECT.

MBI
9/24/25
1 9-5-25
10-14-25
DW

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW

RW RW RW RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW

RW RW RW RW RW

S S S S S S S S S S S S S S S S S S S S S S S S S S S

JT JT JT JT JT JT JT JT JT JT
JT
JT
JT
JT
JT
JT
JT
JT

JT JT JT JT JT

E E E E E E E E E E E E
E
E
E
E
E
E
E

E E E E E E E
E
E
E

DW DW DW DW DW DW DW DW DW DW DW
DW
DW
DW
DW
DW

DW DW DW DW DW DW
DW
DW DW
30+00 31+00 32+00 33+00 34+00

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW
DW
DW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW
RW
RW
RW

S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
S
DW
DW

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT
JT
JT
JT
JT
JT
JT

E E E E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW
DW
DW
35+00
36+00
37+00 38+00
39+00
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
15 DEMOLITION PLANS FOR:
6 1
1 MJ
1 9/16/25
9 DELETE RAISED CROSSWALK AND MODIFY

CURB EXTENSION AT WHITMAN WAY AND
TWO VMP DRIVEWAYS. REVISED STRIPING
FOR THE PROJECT.

MBI
9/24/25
9-5-25
10-14-25
DW
DW
DW
DW
DW
DW

DW DW DW DW DW DW DW DW DW DW
DW
DW
DW
DW
DW
DW
RW
RW
RW
RW
RW
RW

RW RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW
S
S
S
S
S
S

S S S S S S S S S S S
S
S
S
S
S
S
JT
JT
JT
JT
JT

JT JT JT JT JT JT JT JT JT
JT
JT
JT
JT
JT
E
E
E
E
E

E E E E E E E E E E E
E
E
E
E
E
E
G
T
T
T
T

T T T T T T T T T T
T
T
T
T
T
T
T
100+00
12+00
13+00
14+00
15+00
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
7 IMPROVEMENT PLAN AND PROFILE FOR:

MJ
1 9/16/25
9 DELETE RAISED CROSSWALK AND MODIFY

CURB EXTENSION AT WHITMAN WAY AND
TWO VMP DRIVEWAYS. REVISED STRIPING
FOR THE PROJECT.

MBI
9/24/25
1 IMPROVEMENTS REMOVED

FROM SCOPE OF WORK
1 9-5-25
10-14-25

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW
DW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW

S S S S S S S S S S S S S S S S S S S S S
S
S

JT JT JT JT JT JT JT JT JT JT JT JT JT JT
JT
JT
JT
JT
JT
JT

E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
DW
DW
DW

DW DW DW DW DW DW DW DW DW DW DW
DW
DW
DW
DW
DW

T T T T T T T T T T T T T T T T T
T
T
T
T
T
T
W W W
W W W
17+00 18+00 19+00 20+00
21+00
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
8 IMPROVEMENT PLAN AND PROFILE FOR:

MJ
1 9/16/25
9 DELETE RAISED CROSSWALK AND MODIFY

CURB EXTENSION AT WHITMAN WAY AND
TWO VMP DRIVEWAYS. REVISED STRIPING
FOR THE PROJECT.

MBI
9/24/25
1 RAISED CROSSWALK, CURB EXTENSIONS

AND MEDIAN IMPROVEMENTS REMOVED
FROM SCOPE OF WORK. SEE SHEET 11 FOR

CURB RAMP AND DRIVEWAY DETAILS
1 1
1 9-5-25
10-14-25

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 31+00 32+00 33+00 34+00 35+00 36+00
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
9 IMPROVEMENT PLAN AND PROFILE FOR:
9/5/25
MJ
1 9/16/25

DELETE RAISED CROSSWALK AND MODIFY

CURB EXTENSION AT WHITMAN WAY AND
TWO VMP DRIVEWAYS. REMOVED
COBBLESTONE AND CURB OPENING.

REVISED STRIPING FOR THE PROJECT.

MBI
9/24/25
MBI
9/24/25
ETCHED

CONCRETE MEDIAN
NOSE
1 1

RAISED CROSSWALK AND CURB

EXTENSIONS IMPROVEMENTS REMOVED
FROM SCOPE OF WORK. SEE SHEET 12 FOR

CURB RAMP AND DRIVEWAY DETAILS
1 1
10-14-25
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
15 CONSTRUCTION DETAILS FOR:
10 10

WHITMAN WAY DETAILA
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
RW
RW
RW
RW
RW
RW
RW
RW

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

S S S S S S S S S S S S S S S S S S S S S

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

E E E E E E E E E E E E E E E E E E E E E
100+00
14+00

FARADAY AVE

WHITMAN WAY

WHITMAN WAY
RW
RW
RW
RW
RW

RW RW RW RW RW RW RW
JT
JT
JT
JT

JT JT JT JT JT JT JT
E
E

E E E E E E E E E E
G
G
G
G
G

WHITMAN WAY

FARADAY AVE
MJ
1 9/16/25
9 DELETE RAISED CROSSWALK AND MODIFY

CURB EXTENSION AT WHITMAN WAY AND
TWO VMP DRIVEWAYS. REVISED STRIPING
FOR THE PROJECT.

MBI
9/24/25
1 IMPROVEMENTS REMOVED

FROM SCOPE OF WORK
10-14-25
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
15 CONSTRUCTION DETAILS FOR:
11 WEST DRIVEWAY DETAILA
11 18+00 19+001+00

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E

RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRW
DW
DW
DW
DW
DW
DW
DW
DW
DW

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW

W W W W W
W
W
W
W
W
W
W
W
W

W W W W W W
W
W
W
W
W
W
W
W

FARADAY AVE
9-5-25

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E
E E
E E
E E
E E
E
E
E

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW 34+00

FARADAY AVE
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
15 CONSTRUCTION DETAILS FOR:
12 12

EAST DRIVEWAY DETAILA
9-5-25
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
15 CONSTRUCTION DETAILS FOR:
13 1 AC RAISED CROSSWALK
2 CAP DETAIL ADJACENT TO AC PAVING
3 SAFETY STRIP - PCC PAVING
4 GRATED CONCRETE CHANNEL
5 MODIFIED TYPE A BROW DITCH
6 MODIFIED CURB AND GUTTER, WITH 1' GUTTER
7 6" MEDIAN CURB OPENING
1 MJ
1 9/16/25
9 DELETE RAISED CROSSWALK AND MODIFY

CURB EXTENSION AT WHITMAN WAY AND
TWO VMP DRIVEWAYS. REVISED STRIPING
FOR THE PROJECT.

MBI
9/24/25
9-5-25
10-14-25
100+00
101+00
10+00
11+00
12+00
13+00
14+00 15+00
16+00
17+00
18+00
19+00
20+00
1+00
2+00
19+00
20+00
21+00
22+00
23+00 24+00
25+00
26+00
27+00
28+00
29+00
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
SIGNING AND STRIPING PLANS FOR:
14 LEGEND:

SIGN LEGEND
ONLY
DO
NOT
PASS
LIMIT
SPEED
TAPER CALCULATIONS:

BEGIN END
NO
15 9-5-25
15 5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

FARADAY AVENUE IMPROVEMENTS
SIGNING AND STRIPING PLANS AND DETAILS FOR:
15 LEGEND:

DETAIL A - HELMETED BICYCLIST SYMBOL

AND ARROW BIKE LANE MARKING

SIGN LEGEND
LIMIT
SPEED

DETAIL B-GREEN BIKE LANE SKIP AT CURB
TAPER CALCULATIONS:

BEGIN END
NO
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
39+00
9-5-25
Exhibit 3
Jul
y 26, 2022, City Council staff report
(on file in the Office of the City Clerk)
Oct. 21, 2025
Item #5 Page 12 of 12
Docusign Envelope ID: 33266DF7-713F-4B12-9998-4976AE25A85B Authorization to advertise for
bids for the Veterans Memorial
Park Project and the Faraday
Avenue Improvements Project
Kyle Lancaster, Parks & Recreation Director
Nick Stupin, Parks Planning Manager
John Kim, City Traffic Engineer
Oct. 21, 2025
1 RECOMMENDED ACTION
Adopt a resolution adopting the plans,
specifications and contract documents, authorizing
the City Clerk to advertise for bids for the Veterans
Memorial Park Project and the Faraday Avenue
Improvements Project and appropriating
$7,456,704 to the Veterans Memorial Park Project
from the Community Facilities District No. 1 Fund
ITEM 5: VETERANS MEMORIAL PARK
2 TWO PROJECTS - ONE BIDDING
• Veterans Memorial Park project and Faraday Avenue
Improvements project are combined for public bidding
 The intent is to award a single construction contract for both projects
ITEM 5 – VETERANS MEMORIAL PARK
3 ITEM 5: VETERANS MEMORIAL PARK
4 5

VETERANS MEMORIAL PARK
• 93.7 acres total
• 54.9 acres preserved
• 38.8 acres developed
6 PROJECT BACKGROUND
• Park is priority project in the 2023-27 Strategic Plan and 2023-30 Parks & Recreation Department Master Plan
 Aligned with the Carlsbad Community Vision Statement
of “Access to recreation and active, healthy lifestyles.” ITEM 5 – VETERANS MEMORIAL PARK
7 PROJECT BACKGROUND
• Park will be the city’s largest community park,
designed as a welcoming, family-oriented destination
 Will feature a diverse range of multi-generational and inclusive amenities within active and passive spaces
ITEM 5 – VETERANS MEMORIAL PARK
8 RECENT CITY COUNCIL ACTIONS
• July 30, 2024: Execution of a professional services
agreement to provide design services and building
material kits for the park’s three buildings
• June 24, 2025: Execution of a declaration of restrictive covenants for the park’s hardline habitat preserve areas • Oct. 7, 2025: Approval of the park’s public art piece ITEM 5 – VETERANS MEMORIAL PARK
9 10

12 PARK FEATURES
• Terracedwalls and steps
• Pathways and trails
• Family-friendly bike park
• Three playgrounds
• Outdoor fitness stations
• Public Art
• Veterans Memorial Plaza

VETERANS MEMORIAL PLAZA
• Concept designed using input from the community
 Provides for reflection and inspiration
 Honors and pays tribute to those that have served
 Creates an understanding of the sacrifices made
ITEM 5 – VETERANS MEMORIAL PARK
13 • Military history panels
• Military motto inlays
• Small platform/stage
• Perimeter seating
• Large American flag
• Support buildings
• Added ADA parking

MEMORIAL PLAZA
15 FARADAY AVENUE IMPROVEMENTS

PROJECT BACKGROUND
• Faraday Avenue is classified as an employment/transit connector street in Mobility Element of General Plan
 The street’s existing speed limit is posted at 40 mph ITEM 5 – VETERANS MEMORIAL PARK
16 SCOPE OF WORK
• The park’s traffic study provided recommendations for access to the park along Faraday Avenue
 Proposed two new park access driveways and identified a need for left-turn lanes at each driveway to facilitate vehicle access to the park and reduce delays for drivers ITEM 5 – VETERANS MEMORIAL PARK
17 WEST DRIVEWAY
ITEM 5: VETERANS MEMORIAL PARK
18 ITEM 5: VETERANS MEMORIAL PARK
Bike
Parking
Bike
West
Driveway
Bike
2-Way Left Turn

WEST DRIVEWAY
19 ITEM 5: VETERANS MEMORIAL PARK

EAST DRIVEWAY
20 ITEM 5: VETERANS MEMORIAL PARK
Bike
Bike
East
Driveway
Bike
Parking
2-Way Left Turn

EAST DRIVEWAY
21 PREQUALIFICATION OF CONTRACTORS
• June 11, 2025 – Staff advertised a request for qualifications from contractors to prequalify for bidding these projects • July 22, 2025 - Eight contractors submitted responses to the request for qualifications
• Staff subsequently evaluated those responses
22 PREQUALIFICATION OF CONTRACTORS
• Five contractors determined to be prequalified to submit bids:
BrightView Landscape Development, Inc.
Clark Construction Group California, LP
Edwards Construction Group, Inc.
Hazard Construction Engineering, LLC
Los Angeles Engineering, Inc.
23 Veterans Memorial Park Project
Capital Improvement Program Project No. 4609
Appropriations to date (Community Facilities District No. 1 Fund) $49,711,450 Expenditures and encumbrances to date -$6,204,146
Total available balance $43,507,304
Construction contract (engineer’s estimate) -$43,958,454 Construction contingency (estimated) -$5,159,404
Construction management and inspection by staff (estimated) -$264,915 Construction testing and inspection by third parties (estimated) -$550,000 Mitigation monitoring and reporting program by third parties (estimated) -$180,610 Permitting fees and other charges (estimated) -$245,000 Design services for public art area and other areas as needed (estimated) -$190,000 Public art (estimated) -$415,625
Total estimated construction costs -$50,964,008
Additional appropriation needed $7,456,704

FISCAL ANALYSIS
24 FISCAL ANALYSIS
• Additional appropriation of $7,456,704 for the project was forecasted in the Fiscal Year 2025-26 CIP budget
 For projects related to the City Council’s 5-Year Strategic Plan, construction funding is shown as an estimate
 Staff request appropriation for construction when the design is complete, and the project is ready to be bid
ITEM 5 – VETERANS MEMORIAL PARK
25 FISCAL ANALYSIS
• Total funding anticipated in reimbursement grants
approved for the project is $8,000,000
 U.S. Department of Housing and Urban Development
issued a grant agreement providing $3,000,000
 State of California Natural Resources Agency issued a grant agreement providing $5,000,000
ITEM 5 – VETERANS MEMORIAL PARK
26 Faraday Avenue Improvements Project
Capital Improvement Program Project No. 6099
Appropriations to date (General Capital Construction Fund) $1,575,000 Expenditures and encumbrances to date -$204,641
Total available balance $1,370,359
Construction contract (engineer’s estimate) -$573,890
Construction contingency (estimated) -$114,780
Construction management and inspection by staff (estimated) -$86,080 Total estimated construction costs -$774,760
Additional appropriation needed $0

FISCAL ANALYSIS
27 NEXT STEPS
• The projects will be advertised for bids on city website • Staff will review the bids received and return to the City Council with recommended construction contract award
 An agenda item is tentatively scheduled for Dec. 9, 2025 ITEM 5 – VETERANS MEMORIAL PARK
28 RECOMMENDED ACTION
Adopt a resolution adopting the plans,
specifications and contract documents, authorizing
the City Clerk to advertise for bids for the Veterans
Memorial Park Project and the Faraday Avenue
Improvements Project and appropriating
$7,456,704 to the Veterans Memorial Park Project
from the Community Facilities District No. 1 Fund
ITEM 5: VETERANS MEMORIAL PARK
29 COMMENTS/QUESTIONS
Thank you
ITEM 5 – VETERANS MEMORIAL PARK
30

Carlsbad City CouncilOctober 21, 2025

Carlsbad City Council
October 21, 2025