HomeMy WebLinkAboutDWG 546-1; CUP 2021-0014; VETERANS MEMORIAL PARK; 01-03CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: tec@civtec.net 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: tec@civtec.net September 9, 2025
TITLE SHEET 1
INDEX MAP/DETAILS 2
PUBLIC WATER / SEWER PLAN 3
1 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 SHEET I CITY OF CARLSBAD I SHEETS 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
10'
10'
S
E
FA
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: tec@civtec.net September 9, 2025
VETERANS MEMORIAL PARK
2
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
CA
N
N
O
N
R
D
.
3
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. 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.
S
T
A
.
2
2
3
+
9
5
88.22
I
N
V
6
"
*(87.5
5
±
)
I
N
V
1
2
"
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
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I"-.
I"-.
I"-. ~
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' / I
/ ' I /1 ! ~1
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R/W
I
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R. J,W.
: ----~
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"AS BUil T"
P.E. EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SHEET I CITY OF CARLSBAD I SHEETS 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
10'
10'
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: tec@civtec.net September 9, 2025
VETERANS MEMORIAL PARK
0 10 20 40
SCALE: 1" = 20'
S
E
WATER / SEWER CONSTRUCTION NOTES:
FA
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
DETAIL
'A'
S
ESHEET 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
3
PUBLIC WATER / SEWER PLAN
3
"AS BUILT"
DATE
INSPECTOR DATE
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
64 REMOVE SERVICE AND CAP AT WATER MAIN PER CMWD SPEC. 15000.3.12 - CONTRACTOR TO VERIFY SERVICE IS
INACTIVE PRIOR TO REMOVAL
65 INSTALL 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.
66 INSTALL MANUAL AIR RELEASE PER CMWD STD. DWG. W-10
F
A
R
A
D
A
Y
A
V
E
.
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. LINE 50
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" WATER 62
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
VALVE 65
WAT. STA. 33+48.33
[DWG. 369-2F]
GATE VALVE
65A51
WAT. STA. 33+52.33
[DWG. 369-2F]
MANUAL AIR RELEASE
6651
DETAIL 'B'
SCALE: 1" = 20'S
EDETAIL '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
F
A
R
A
D
A
Y
A
V
E
.
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. LINE 50
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
70 RECL. 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 USED52
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
55 MILL 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
50F
A
R
A
D
A
Y
A
V
E
.
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 LINE 6" 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
6651
65
60A
63A
8
'
±
54
53
55
55
65A INSTALL 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
M
A
I
N
T
A
I
N
M
I
N
.
5
-
F
O
O
T
C
L
E
A
R
S
P
A
C
E
M
A
I
N
T
A
I
N
M
I
N
.
5
-
F
O
O
T
C
L
E
A
R
S
P
A
C
E
1
2
'
±
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.
METER 50
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____________
SLEE
V
E
2
"
S
E
R
V
I
C
E
TP
NO JOINTS WITHIN 10'
OF WTR CROSSINGS
WATER EASEMENT TO
CMWD REC________
AS DOC____________
SLEEVE SERVICE UNDER CURB,
GUTTER AND SIDEWALK
SLE
E
V
E
2
"
S
E
R
V
I
C
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NF
NF
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ENGINEER OF WORK
·. •.
·. ·.
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REVISION DESCRIPTION
• ~'q---
~· '1
DA TE INITIAL
O"IHER APPROVAL
•
DA 1E INITIAL
CITY APPROVAL
--
/ l ~
P.E. -EXP.
) I L
OF CARLSBAD I SHEET I CITEllNEERING DEPARTMENT I SHEETS 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