HomeMy WebLinkAboutDWG 534-6; CT 15-07; OCEAN VIEW POINT; 01-06SITE
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CT 15-07 534-6REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.RVWD BY:
APPROVED:
SHEETSSHEET
DATE INITIAL
OTHER APPROVAL CHKD BY:
CITY OF CARLSBAD
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
IMPROVEMENT PLANS FOR:
P.E.EXP.
1
TITLE SHEET
JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
ROW 2021-0931TYPEDESCRIPTION OWNERSHIP AGREEMENT SHEET NO.FREQUENCY
MAINTENANCE
STRUCTURAL (POST-CONSTRUCTION) BMP TABLE
MAINTENANCE
STORMWATER REQUIREMENTS THAT APPLY:
STANDARD STORMWATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
YES
NO
EXEMPT FROM
YES
NO
EXEMPT FROM
TRASH CAPTURE?HYDROMODIFICATION?
PLSA 3657-01
1 6
J:\ACTIVE JOBS\3657 RINCON OCEAN VIEW POINT\CIVIL\DRAWING\IMPROVEMENT PLANS\3657-CV-IMPR-01-TITLE.DWG
GENERAL NOTES
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $2,000,000.00 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
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
SIGNED BY THE CITY ENGINEER.
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
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.
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
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.
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.
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E AT&T SPECTRUM CABLE
CITY OF CARLSBAD(STREETS AND STORM DRAIN) CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
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-
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
THE CITY AND OTHER APPROPRIATE AGENCIES.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE 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
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
BLASTING PROGRAM AND BLASTING PERMIT.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 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.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
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.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TOTHE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHAEXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
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
WATER NOTES
EXCAVATION.
COX COMMUNICATIONS
811(800)411-7343(619)237-2787(800)227-2600
(760)434-2980(760)438-2722
(619)262-1122
RATING GUIDE.
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION
23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
OF THE CITY ENGINEER.
VICINITY MAP
N.T.S.
BASIS OF BEARINGS
INDEX OF SHEETS
PROJECT ADDRESS
1 TITLE SHEET/NOTES
2 TYPICAL DETAILS
3 PUBLIC ROW CUL-DE-SAC IMPROVEMENTS
4 PRIVATE ROAD PLAN / PROFILE / PRIVATE CUL-DE-SAC IMPROVEMENTS5 PRIVATE ROAD PLAN / PROFILE / PRIVATE CUL-DE-SAC IMPROVEMENTS
6 PUBLIC SEWER IMPROVEMENT PLAN / PROFILE
REFERENCE DRAWINGS
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD LATEST VERSION, AS AMENDED FOR USE INCALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (MARCH 2023 OR LATEST VERSION THEREOF),THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS
REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF
WORK AND CITY ENGINEER PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE
REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVESHEETING (HIGH INTENSITY OR EQUAL).6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING 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 CITY ENGINEER OR
HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR 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 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 LATEST VERSION, 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
CONTROL DEVICES (FHWA'S MUTCD LATEST VERSION, AS AMENDED FOR USE IN CALIFORNIA) UNLESS
OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING 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 STRAPS.17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THECITY 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"
20. ADD NOTE: CONTRACTOR TO SUBMIT E-28 FORM TO CM+I, MIN. 2 WEEKS PRIOR TO ANY SCHEDULED
WATER SHUT DOWN.21. ALL NEW OR RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTIONS. THECONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING NEW OR RELOCATED
SIGNS.
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A
PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD
OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THEENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEWAND 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 ALL LUMINAIRES SHALL BE "CUT OFF" TYPE ALLOWED.
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 OFBUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THEPIPE 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
SDRSD 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 WATT) OR 13,700 PUPIL LUMEN (100 WATT) HIGH EFFICIENCY
INDUCTION LIGHTS.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF
CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS,
CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -
STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK).2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED
FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT.
3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT
SHALL BE REQUIRED.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY METHODS FROM
INFORMATION GATHERED ON: 1999
BY: PHOTOGEODETIC CORPORATION
INFORMATION FIELD VERIFIED BY LANDMARK CONSULTING IN JUNE OF 2015
SUPPLEMENTAL TOPOGRAPHY PERFORMED BY: PASCO, LARET, SUITER & ASSOCIATESINFORMATION GATHERED ON: JULY 22, 2021
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
DESCRIPTION:
LOCATION:
RECORDED:
ELEVATION:DATUM:
BENCH MARK
FIRM: PASCO, LARET, SUITER, AND ASSOCIATES, INC.
ADDRESS: 1911 SAN DIEGO AVE, SUITE 100
CITY, STATE: SAN DIEGO, CA 92110
TELEPHONE: (858) 259-8212
BY:
R.C.E. NO.:
REGISTRATION EXPIRATION DATE:
BRYAN A. KNAPP, R.C.E.
86542
3-31-2025
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISEDRESPONSIBLE 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.
DATE:
DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-6)
B R YAN R
KN
APP
AINROFILACFOETATS
REGISTE R ED P R O F ESSIONAL
ENG
I
NEER
No. 86542
Exp. 03/31/25
LIVIC
A D EWN
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
*AS MODIFIED BY CITY OFCARLSBAD STANDARDS
1. CARLSBAD MUNICIPAL CODE2. CITY OF CARLSBAD ENGINEERING STANDARDS3. THIS SET OF PLANS
4. RESOLUTION NO 7337, 7338, 7339 DATED JUNE 19, 2019
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY: GEOTEK, INC.
JOB NO.: 3738-SD, DATED 11/2/2021 , WITH THREE
SUPPLEMENTAL LETTERS DATED 10/26/21, 11/02/21 & 03/20/20237. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND ASMAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENTPERMIT CONDITIONS DATED _________9. ENVIRONMENTAL APPROVAL DOCUMENTS RES.2019-444 DATED _________
10. STORM WATER POLLUTION PREVENTION PLAN (TIER 3)
PREPARED BY: ___________ WDID NO. _____________
11. STORM WATER QUALITY MANAGEMENT PLAN
PREPARED BY: ___________ DATED: _______________
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP
CONSTRUCTION HANDBOOK AND CALTRANSCONSTRUCTION SITE BMP MANUAL
PLSA
N/A
11/15/2023
8/20/2019
WORK TO BE DONE
OWNER/DEVELOPER
NAME:
ADDRESS:
PHONE NO.:(858)-526-6532
DESCRIPTION STD.SYMBOL QUANTITY
LEGEND
ABBREVIATION:
SDRSD - SAN DIEGO REGIONAL STANDARD DRAWING
CMWD - CARLSBAD MUNICIPAL WATER DISTRICT
SUBDIVISION BOUNDARY
CENTERLINE OF ROAD
PUBLIC RIGHT-OF-WAY
DIRECTION OF FLOW
6" PCC CURB
6" PCC CURB & GUTTER
8" PCC MEDIAN CURB
PROPOSED SAWCUT OF EXISTING
PAVEMENT
3" AC GRIND AND OVERLAY
*4" AC OVER 6" CLASS II AB MIN. OR PERGEOTECH RECOMMENDATION
4" PCC SIDEWALK
TRENCH RESURFACING
STORM DRAIN (SIZE PER PLAN)
3" PVC SIDEWALK UNDERDRAIN
TYPE-A CURB OUTLET (TYPE PER PLAN)
EXISTING FENCE
EXISTING WATER MAIN (SIZE PER PLAN)
EXISTING SEWER MAIN (SIZE PER PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
EXISTING OVERHEAD UTILITIES
FIRE HYDRANT AND SPLASH PAD
8" PUBLIC WATER MAIN (TYPE PER PLAN)
8" PRIVATE SEWER MAIN (TYPE PER
PLAN)
1" DOMESTIC WATER SERVICE WITHFIRE SPRINKLER SYSTEM; 1" METERAND 1" BACKFLOW DEVICE
4" PRIVATE PVC SEWER LATERAL
60" SEWER MANHOLE WITH PVC LINER
60" POLYMER CONCRETE SEWER
MANHOLE
PCC DRIVEWAY APRON (WIDTH PER
PLAN)
WELL MONUMENT
8" GATE VALVE
2" MAR & BLOW OFF
X X
W W
S S
G G
W
S S
S S
S
CARLSBAD GS-27,CITY OF CARLSBAD
GS-28
SDRSD G-2*
SDRSD G-7*
OE OE
TERMINUS OF TWAIN AVENUE / VERNE VIEW
CARLSBAD, CA 92008
APN: 212-272-01, 02, 03, 04, 05, 07
THE BASIS OF BEARINGS FOR THIS SURVEY IS THECALIFORNIA COORDINATE SYSTEM, NAD 83 (CCS83)EPOCH 1991.35, ZONE 6, AS DETERMINED LOCALLY BYA LINE BETWEEN FIRST ORDER CONTROL STATIONS
CLSB-060 BEING A GRID BEARING OF N 16° 53' 01" E
AS DERIVED FROM GEODETIC VALUES SHOWN ON
RECORD OF SURVEY 17271, CITY OF CARLSBAD
SURVEY CONTROL, FILED ON FEBRUARY 8,2002 AS
FILE NUMBER 2002-0112862 IN THE OFFICE OF THECOUNTY RECORDER OF THE SAN DIEGO COUNTY.
15' SOUTHERLY OF THE SOUTHEAST CORNER OF CITY OF CARLSBAD OFFICESPARKING LOT AT 1635 FARADAY AVENUE. POINT IS KNOWN AS CLSB-060 PERROS 17271.
2-INCH IRON PIPE AND DISK IN CONCRETE COLLAR
NGVD 29244.68'
DWG 377-3A
DWG 377-3N
DWG 429-6CR 38787CR 38878
MAP 12815
MAP 14340
MAP 16265
745 LF
SDRSD G-1*555 LF
W W
S S
SDRSD G-14B*
CMWD W-17 W W
SDRSD D-27
110 LF
2,600 SF
4,695 SF
685 LF
674 LF
13 EA
2,527 SF
2 EA
PLSA
CARLSBAD S-1CITY OF CARLSBAD
23,710 SF
CMWD W-5
45 LF
24 EA
FEBRUARY 8, 2002
TOTAL LOT AREA =
TOTAL DISTURBED AREA =
*TOTAL NEW / REPLACED IMPERVIOUS AREA =
DISTURBED AND IMPERVIOUS AREA
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC
IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT
STAGING AREAS, CONSTRUCTION TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS)
86,896 SF *NOTE: QUANTITIES WITHIN / SUBSET
OF DISTURBED AREA
DISTURBED ROW AREA =
954,339 SF (21.91 AC)
198,101 SF (4.55 AC)
SEE SEPARATE IMP PLAN
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 212-272-01, 02, 03, 04, 05, 07
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1995 E 6240
ADDRESS: VERNE VIEW, TERMINUS OF TWAIN AVENUE, CARLSBAD, CA 92008
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3.
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BEOBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'SDEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
3. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THEENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVEDPRIOR TO 2:00 P.M. ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXTWORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWOFULL WORK DAYS LATER.
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES ANDSTRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANY EXCEPTIONS SHALL REQUIREWRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION.IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BEPERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OFPROTECTION.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS).
8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL.
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FORTHE 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 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, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC
ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPESTAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRECONTINUOUSLY 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. EACHINSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATIONFROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BEREPLACED. 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. POLYETHYLENEINSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOTACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THECONTRACTOR'S EXPENSE.
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN.
CARLSBAD GS-18CITY OF CARLSBAD
SDRSD D-25A 9 EA
PER DWG 534-6A
CBR 2023-2844PER SEP BLDG PERMIT
MODIFIED SDRSD D-25A
CMWD W-2
SDRSD M-10
SEE GRADING PLAN DWG 534-6A FOR DESCRIPTION OF BMPS
CBR 2023-2844PER SEP BLDG PERMIT
CBR 2023-2844PER SEP BLDG PERMIT
1 EA
CMWD W-10 2 EA
*PAVEMENT NOTE: STRUCTURALSECTION TO BE CONFIRMED IN FIELDBY GEOTECHNICAL ENGINEER BASEDON OBSERVED R-VALUES/TESTING
9990 MESA RIM ROAD, SUITE 200SAN DIEGO, CA 92121
SHEA HOMES LIMITED PARTNERSHIP
03/12/2024
937C402546
CMWD W-21
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Docusign Envelope ID: 0B0CB8DF-2292-4FB4-A0C3-93EF41B9309E
7/16/2024
AP
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SA
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3.0' MIN
5.0' MIN
6"
A
B
DRIVEWAY APRON PERMODIFIED CITY OFCARLSBAD GS-12
COLD PLANE AND OVERLAY
(3" MIN. DEPTH) TO PROVIDE
SMOOTH TRANSITION
STRUCTURAL SECTION
4" AC OVER 6" CLASS II AB
OVER NATIVE SUBGRADE
COMPACTED TO 95% REL. COMP.
EXISTING AC
PAVEMENT
EXTEND BASE
6"
2.0' MIN
CL
ROW
2.0%
PROPOSED 2" AC
GRIND & OVERLAY
VARIES
2% TYP
EXISTING PCC CURB
AND GUTTER TO
REMAIN EXISTING 8" PVCSEWER PER DWG377-3N
EXISTING 8" PVCWATER MAINPER DWG 377-3N
EXISTING PCC CURBAND GUTTER TOREMAIN
5.5'
EXISTING PCCSIDEWALK TO REMAIN
30.0'30.0'
60.0'
20.0' TO TC
4.5' 5.5' 4.5'
VARIES2% TYP 2.0%
20.0' TO TC 10.0' 10.0'
EXISTING PCC
SIDEWALK TO REMAIN
ROW
4.5' 5.0' 0.5'
10.0' 17.0' 17.0' 12.0'
5.5'
49.5' WATER EASEMENT
56.0' PRIVATE STREET LOT
10.0' MIN. 3
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2:1 MA
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CONSTRUCT 6" PCCCURB PER SDRSD G-1
INSTALL
NON-CONTIGUOUS PCCSIDEWALK PER SDRSD G-7
TYPICAL WATER METERLOCATION; SERVICEBETWEEN METER ANDBACKFLOW TO BE ENCASED
IN SCH. 80 PVC SLEEVE
CONSTRUCT 6" PCCCURB & GUTTER PERSDRSD G-2
INSTALL 8"PUBLIC PVCWATER MAIN
INSTALL 8" PVT. PVC
SEWER MAIN
INSTALL 4" AC OVER 6"
CLASS II AB MIN.*
2.0%2.0%2.0%2.0%
PL PL
CL
DIRT
S
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TRASHCAN
ASPHALT
CONC
CONC
6FT CONCRETE BLOCK WALL
325
325
3
2
5
325
3
2
0
320
325
324
32
3
321.9
327.9
TW=333.96
TW=333.95
X
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X
XX
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X
X
X
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XX
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X
X
X
X
X
X
X
W
W
W
W
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W
W
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WW
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W
W
S
S
S
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S S S
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W
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W
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17.0'
17.0'
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48.0'
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(PUBLIC ROAD)
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LOT 18
LOT 1
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%
9.
7
%
9.7
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2.0
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6.0'
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EX. PCC C>O REMAIN
8" PVC PRIVATE SEWERMAIN; SHOWN HEREONFOR REFERENCE ONLY;
SEE BLDG PLANS, CBR2023-2844
PRIVATE ONSITE WALLS ANDIMPROVEMENTS SHOWNHEREON FOR REFERENCE
ONLY; SEE DWG 534-6A
SUBDIVISIONBOUNDARY
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L2
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326.1 FS
324.05 FS
EX. PCC C>O REMAIN
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326.65 FL
EX. SDWKTO REMAIN
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325.34 FS
325.24 FS
326.54 FS
324.49 FS
1
TWAIN AVE STA 22+05.86 ~19.40' LT
MATCH TO EXIST. PCC C&G;(325.5 TC); (325.0 FL)@ NEAREST JOINT
1
4
7
3
5
326.5 TC325.8 FS
326.0 TC325.3 FS
326.0 TC
325.3 FS
325.9 TC325.2 FS
REMOVE EXISTINGTRASH CAN326.05 FS
(325.6 FS)
(326.0 FS)
(324.0 FS)
(325.0 FS)
326.8 TC326.3 FL/HP
324.7 FS
327.0 FG
326.5 TC326.0 FL
326.6 FG
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20
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LANDSCAPE/ENTRY
FEATURES PERSEPARATE LANDSCAPEPLANS DWG 534-6L
W W W W
END CAP AND THRUST BLOCKPER CMWD W-19
PROPOSED 8" PVC
WATER MAIN
2.0'
MIN
PROPOSED 1" PRIVATE
SERVICE CONNECTION@ WATER MAINW
W
W
W
PROPOSED B.O. PER
CMWD W-10
10.0'10.0'
FL = TC - 0.50'
LENGTH OF CURB
INLET OPENING
FL = TC - 0.67'
FL = TC - 0.67'
FL = TC - 0.50'
CURB INLET PER PLAN
SPECIFICATIONS
6" CURB & GUTTERPER SDRSD G-2
6" TO 8" CURB & GUTTER
TRANSITION (TYP.)6" TO 8" CURB & GUTTER
TRANSITION (TYP.)
6" CURB & GUTTERPER SDRSD G-2
8" CURB 6" CURB
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REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.RVWD BY:
SHEETSSHEET
DATE INITIAL
OTHER APPROVAL CHKD BY:
CITY OF CARLSBAD
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
IMPROVEMENT PLANS FOR:
P.E.EXP.
1
TWAIN IMPR.
JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
OCEAN VIEW POINT
534-6
ROW 2021-0931
PUD 15-15
CPD 15-53
HDP15-03HMP15-05
CT 15-07
APPROVED:
B R YAN R
KN
APP
AINROFILACFOETATS
REGISTE R ED P R O F ESSIONAL
ENG
I
NEER
No. 86542
Exp. 03/31/25
LIVIC
A D EWN
2 6TYPICAL DETAIL - SAWCUT AC PAVEMENT
NOT TO SCALE
TYPICAL SECTION - TWAIN AVENUE
NOT TO SCALE
TYPICAL SECTION - VERNE VIEW
NOT TO SCALE
TYPICAL DETAIL - CURB ENTRY
SCALE: 1" = 10' HORIZONTAL
WATER MAIN END CAP DETAIL - VERNE VIEW
NOT TO SCALE
MEDIAN CURB DATA TABLE
LINE LENGTH
N 42° 11' 01" W
DELTA / BEARING RADIUS
-
REMARKS
L1
6.28'Δ = 90° 00' 00"C1
6.28'C2
8.00'L2
1.56'C3
4.00'
CONSTRUCTION NOTES
TRENCH RESURFACING OF AC PAVEMENT
PER CITY OF CARLSBAD STANDARD GS-27,GS-28
SAWCUT EXISTING AC PAVEMENT PER
DETAIL THIS SHEET
INSTALL 42-FT WIDE PCC DRIVEWAY APRON
PER SDRSD G-14B & CITY OF CARLSBAD
GS-12
CONSTRUCT 4" THICK PCC SIDEWALK PER
SDRSD G-7
CONSTRUCT 6" PCC CURB & GUTTER PERSDRSD G-2
1
2
3
4
CONNECT TO EXISTING 8" PVC WATER MAIN
PER DETAIL SHEET 3; INSTALL 8" DUCTILEIRON 45° HORIZONTAL BEND WITH THRUSTBLOCK PER CMWD W-19. SEE SHEET 3 FOR
SIZING DETAIL
REMOVE EXISTING PCC DRIVEWAY APRON
INSTALL GATE PER LANDSCAPE PLAN (GATE
SHALL BE EQUIPPED WITH KNOX KEY
SWITCH AND OPTICOM OPENING DEVICE
FOR EMERGENCY RESPONSE)(ADDITIONALLY INCLUDE MEDECO KEYINSTALLATION FOR UTILITY ACCESS
INSTALL 8" MEDIAN PER GS-18
7
1.56'C4
4.00'
4.00'
8" MEDIAN PCC CURB PER GS-18
Δ = 90° 00' 00"
N 42° 11' 01" W
Δ = 90° 00' 00"
Δ = 90° 00' 00"
4.00'
8.00'
-
8
5
9
TYPICAL DETAIL - CURB INLET TRANSITION
NOT TO SCALE*PAVEMENT NOTE: STRUCTURAL SECTION
TO BE CONFIRMED IN FIELD BY
GEOTECHNICAL ENGINEER BASED ONOBSERVED R-VAULES / TESTING
8" MEDIAN PCC CURB PER GS-18
8" MEDIAN PCC CURB PER GS-18
8" MEDIAN PCC CURB PER GS-18
8" MEDIAN PCC CURB PER GS-18
8" MEDIAN PCC CURB PER GS-18
12
6 INSTALL 3" PVC SIDEWALK UNDER DRAIN
PER SDRSD D-27
GRIND AND OVERLAY TO MATCH EXISTING
PCC PAVEMENT
INSTALL HORIZ BEND W/ THRUST BLOCKPER CMWD W-19. SEE SHEET 3 FOR SIZINGDETAIL
3" GRIND AND OVERLAY OF AC PAVEMENT
INSTALL CENTERLINE WELL MONUMENT PER
SDRSD M-10 STAMPED LS 8537 PER FINAL
MAP
10
11
13
UTILITIES ARE KNOWN TO EXIST IN THE AREA.INFORMATION SHOWN HEREON IS PER BEST AVAILABLERECORD INFORMATION. EXACT HORIZONTAL ANDVERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO ORDERING MATERIALS AND
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER
OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL
LOCATION AND PLAN LOCATION OF UTILITIES UPONDISCOVERY OF DISCREPANCY
ALL EXISTING MONUMENTS TO BEPROTECTED IN PLACE. ANYMONUMENTS DESTROYED DURING
CONSTRUCTION SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR AND
PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER.
FOR CONTINUATION OF PRIVATESEWER MAIN AND ASSOCIATEDINFRASTRUCTURE ONSITE PLEASE SEEBUILDING PLAN SET CBR 2023-2844
SHEETS 1-6
PER SEP. BLDG PERMIT
CBR 2023-2844
14
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NF
Docusign Envelope ID: 0B0CB8DF-2292-4FB4-A0C3-93EF41B9309E
7/16/2024
3 6
20 40 60
GRAPHIC SCALE: 1" = 20'
020
PLAN VIEW - VERNE VIEW WATER MAIN
SCALE: 1" = 20' HORIZONTAL
STREET CENTERLINE DATA TABLE - TWAIN AVENUE
LINE LENGTH DELTA / BEARING RADIUS
C PUBLIC ROAD
COMMENTS
1 Δ = 63° 26' 28"200.00'97.51 L
UTILITIES ARE KNOWN TO EXIST IN THE AREA.
INFORMATION SHOWN HEREON IS PER BEST AVAILABLERECORD INFORMATION. EXACT HORIZONTAL ANDVERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO ORDERING MATERIALS AND
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER
OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL
LOCATION AND PLAN LOCATION OF UTILITIES UPON
DISCOVERY OF DISCREPANCY
ALL EXISTING MONUMENTS TO BE
PROTECTED IN PLACE. ANY
MONUMENTS DESTROYED DURING
CONSTRUCTION SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR AND
PROPER DOCUMENTATION SHALL BEFILED WITH THE COUNTY RECORDER.
VERNE VIEW MATCHLINE: SEE SHEET 5 FOR
CONTINUATION OF ONSITE UTILITIES
SE
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LINE LENGTHDELTA / BEARING COMMENTS
PUBLIC WATER DATA TABLE
8" PVC CLASS 305
RADIUS
-S 55° 15' 41" E 31.84'1
WATER MAIN CONNECTION DETAIL - TWAIN AVENUE
NOT TO SCALE
CURB DATA TABLE
LINE LENGTH DELTA / BEARING RADIUS REMARKS
55.48'Δ = 79° 28' 01"C1
C2
6" G-1 PCC CURB40.00'
2.95'Δ = 4° 13' 30"6" G-4B CURB TRANSITION40.00'
C3 42.05'Δ = 60° 13' 55"6" G-1 PCC CURB40.00'
C4 2.97'Δ = 4° 14' 53"40.00'6" G-4B CURB TRANSITION
CONSTRUCTION NOTES
TRENCH RESURFACING OF AC PAVEMENT
PER CITY OF CARLSBAD STANDARD GS-27,
GS-28
SAWCUT EXISTING AC PAVEMENT PERDETAIL SHEET 2
INSTALL 42-FT WIDE PCC DRIVEWAY APRON
PER SDRSD G-14B & CITY OF CARLSBAD
GS-12
CONSTRUCT 4" THICK PCC SIDEWALK PER
SDRSD G-7
CONSTRUCT 6" PCC CURB & GUTTER PERSDRSD G-2
1
2
3
4
6 CONNECT TO EXISTING 8" PVC WATER MAIN
PER DETAIL THIS SHEET; INSTALL 8"
DUCTILE IRON 45° HORIZONTAL BEND WITHTHRUST BLOCK PER CMWD W-19 (AREA PERPLAN)
REMOVE EXISTING PCC DRIVEWAY APRON
GRIND AND OVERLAY TO MATCH EXISTING
PCC PAVEMENT
INSTALL CENTERLINE WELL MONUMENT PER
SDRSD M-10 STAMPED LS 8537 PER FINAL
MAP
INSTALL 8" DUCTILE IRON HORIZONTALBEND (ANGLE PER PLAN) WITH THRUSTBLOCK PER CMWD W-19 (AREA PER PLAN)
7
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2
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.RVWD BY:
SHEETSSHEET
DATE INITIAL
OTHER APPROVAL CHKD BY:
CITY OF CARLSBAD
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
IMPROVEMENT PLANS FOR:
P.E.EXP.
1
PUBLIC ROW/CUL-DE-SAC
JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE
OCEAN VIEW POINT
534-6
ROW 2021-0931
PUD 15-15CPD 15-53HDP15-03
HMP15-05
CT 15-07
APPROVED:
B R YAN R
KN
AP
P
AINROFILACFOETATS
REGISTE R ED P R O F ESSIONAL
ENG
I
NEER
No. 86542
Exp. 03/31/25
LIVIC
A D EWN
8
8" PVC CLASS 305-S 32° 47' 07" E 35.49'2
FOR CONTINUATION OF PRIVATE
SEWER MAIN AND ASSOCIATED
INFRASTRUCTURE ONSITE PLEASESEE BUILDING PLANSET CBR2023-2844 SHEETS 1-6
PROFILE VIEW - WATER MAIN EXTENSION
SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 4'
320 CL
324 CL
316 CL
328 CL
MA
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332 CL
320 CL
324 CL
316 CL
328 CL
332 CL
ADDITIONAL NOTES
1. ABANDON / REMOVE EXISTING WATER SERVICES PER CITY OF CARLSBAD
STANDARD SPECIFICATION 15000-3.11. ABANDON EXISTING SEWER
LATERALS PER CITY OF CARSLBAD STANDARD SPECIFICATION 15000-3.11.
9
10
DIRT
BRUSH
S
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WW
WW
TRASHCAN
ASPHALT
ASPHALT
CONC
CONC
CONC
6FT CONCRETE BLOCK WALL
325
325
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324
32
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321.9
327.9
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TW=333.96
TW=333.95
LOT 18
2,193 S.F.
0.050 AC.
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EXIST. SEWER MH TOBE REPLACED PERSHEET 6
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EXISTING WATER VALVETO BE REMOVED
EXISTING WATERMETER TO REMAIN
1
EXISTING CONCRETEBLOCK WALL TO REMAIN
EXISTING TRASHCANTO BE RELOCATED
EXISTING 8" PVC WATER MAIN
TO REMAIN PER DWG 377-3
EXISTING WATER
METER TO REMAIN
EXISTING SEWERLATERALS TO BEREMOVED; SEE SHEET 6
EXISTING 8" PVC SEWERMAIN PER DWG 377-3
6
PROPOSED 42'
DRIVEWAY CURB CUT;
SEE SHEET 2
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TWAIN AVE STA 22+05.86 ~19.40' RTMATCH TO EXIST. PCC C&G;
(325.5 TC); (325.0 FL)
VERNE VW STA 0+83.56 ~27.85' LTMATCH TO EXIST. PCC C&G;(324.5 TC); (324.0 FL)
VERNE VW STA 0+75.68 ~24.21' RT326.65 TC; 326.15 FL
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PROPOSED PIPE3.5' MIN
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REMOVE EXISTING 8" PVCWATER MAIN
8" PVCWATER MAIN
2" MAR PER
CMWD W-10
EXISTING 8" PVC
WATER MAIN PER
DWG 377-3
8" FLxFL GV PER
CMWD W-21
2" AIR VAC PERCMWD W-11
8" 45° BEND FITTING W/
THRUST BLOCK
(16.1 SF MIN)PER CMWD W-19
4.0' MIN
8" PVC PIPESPOOLJOINT RESTRAINT
SYSTEM PER CMWD AML.
CONNECT TO EXISTING 8" PVC
WATER MAIN AT NEAREST JOINT
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Docusign Envelope ID: 0B0CB8DF-2292-4FB4-A0C3-93EF41B9309E
7/16/2024
4 6
20 40 60
GRAPHIC SCALE: 1" = 20'
020
PLAN VIEW - VERNE VIEW
SCALE: 1" = 20' HORIZONTAL
STREET CENTERLINE DATA TABLE
LINE LENGTH
N 42° 11' 01" W
DELTA / BEARING RADIUS
-C PRIVATE ROAD
COMMENTS
CURB DATA TABLE
LINE LENGTH
10.87'N 42° 11' 01" W
DELTA / BEARING RADIUS
-6" G-1 PCC CURB
REMARKS
35.571
L1
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2
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8
1
2
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.RVWD BY:
SHEETSSHEET
DATE INITIAL
OTHER APPROVAL CHKD BY:
CITY OF CARLSBAD
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
IMPROVEMENT PLANS FOR:
P.E.EXP.
1
PRIVATE ROAD IMPR.
JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE
OCEAN VIEW POINT
534-6
ROW 2021-0931
PUD 15-15CPD 15-53HDP15-03
HMP15-05
CT 15-07
APPROVED:
B R YAN R
KN
AP
P
AINROFILACFOETATS
REGISTE R ED P R O F ESSIONAL
ENG
I
NEER
No. 86542
Exp. 03/31/25
LIVIC
A D EWN
PROFILE VIEW - CENTERLINE VERNE VIEW
SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 4'
2+00 3+00 SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 4'
PROFILE VIEW - NORTH EAST KNUCKLE
320 CL
324 CL
312 CL
308 CL
EASEMENT NOTES
INDICATES EASEMENT FOR WATER PURPOSES TO CARLSBAD
MUNICIPAL WATER DISTRICT PER FINAL MAP ___
1
Δ = 9° 23' 54"200.00'32.812
N 32° 47' 07" W -120.033
Δ = 142° 55' 52"46.00'114.754
L
C PRIVATE ROADL
C PRIVATE ROADL
C PRIVATE ROADL
LINE LENGTHDELTA / BEARING COMMENTS
PUBLIC WATER DATA TABLE
8" PVC CLASS 305
8" PVC CLASS 305
RADIUS
-N 43° 24' 26" W 59.68'
N 32° 47' 07" E 171.17'
3
4 -
312 CL
316 CL
328 CL
316 CL
CONSTRUCTION NOTES
INSTALL FIRE HYDRANT AND SPLASH PAD PER CITY OF
CARLSBAD DWG W-17
CONSTRUCT 6" PCC CURB PER SDRSD G-1
CONSTRUCT 6" PCC CURB & GUTTER PER SDRSD G-2
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-7
INSTALL 1" DOMESTIC WATER SERVICE WITH FIRE SPRINKLER
SYSTEM, 1" METER AND BACKFLOW PER CMWD W-5; ENCASE
SERVICE IN SCH. 80 PVC SLEEVE BETWEEN METER AND
BACKFLOW. SEE ADDITIONAL WATER METER NOTE BELOW FOR
STATIONING
1
2
INSTALL 2 X 3" PVC SIDEWALK UNDER DRAIN PER SDRSD D-27
INSTALL TYPE-A CURB OUTLET PER SDRSD D-25A
INSTALL MODIFIED TYPE-A CURB OUTLET PER SDRSD D-25A
INSTALL 16' WIDE PCC DRIVEWAY APRON PER SDRSD G-14B
INSTALL 4" AC OVER 6" CLASS II AB MIN.
INSTALL MEDIAN WITH GATE KEYPAD SEE DETAIL SHEET 2
INSTALL 2" IRRIGATION WATER SERVICE LINE AND 1.5" METER
PER CMWD W-4 AND 1.5" BACKFLOW PER CMWD W-6; MAX FLOW
DEMAND = 40 GPM WITH 79 PSI STATIC PRESSURE. SEE
ADDITIONAL WATER METER NOTE BELOW FOR STATIONING
INSTALL CENTERLINE WELL MONUMENT PER SDRSD M-10
STAMPED LS 8537 PER FINAL MAP
INSTALL HORIZONTAL BEND (ANGLE PER PLAN) WITH THRUSTBLOCK PER CMWD W-19 (MIN. SIZE PER PLAN). SEE THRUST
BLOCK SIZING TABLE THIS SHEET
3
4
5
7
7.86'Δ = 18° 46' 22"C1
7.16'C2
9.60'C3
1.56'-L2
35.60'C4
167.53'N 32° 47' 07" W -L3
94.75'C5
24.60'N 42° 11' 01" W -6" G-2 PCC C&GL5
6" G-2 PCC C&GC15
6" G-2 PCC C&GC14
6" G-2 PCC C&GC13
120.03'N 32° 47' 07" W -6" G-2 PCC C&GL4
6" G-2 PCC C&GC12
6" G-1 PCC CURB
6" G-1 PCC CURB
6" G-1 PCC CURB
6" G-1 PCC CURB
6" G-1 PCC CURB
6" G-1 PCC CURB
6" G-1 PCC CURB
21° 35' 36"
Δ = 02° 29' 04"
24.00'
19.00'
221.50'
217.00'
N 42° 11' 01" W
Δ = 09° 23' 54"
Δ = 126° 14' 46"
Δ = 43° 44' 34"
Δ = 45° 20' 11"
43.00'
18.33'
15.03'
24.93'Δ = 07° 48' 23"
Δ = 142° 55' 52"
24.00'
19.00'
183.00'
29.00'72.34'
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300 CL
304 CL
308 CL
312 CL
316 CL
UTILITIES ARE KNOWN TO EXIST IN THE AREA.
INFORMATION SHOWN HEREON IS PER BEST AVAILABLERECORD INFORMATION. EXACT HORIZONTAL ANDVERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO ORDERING MATERIALS AND
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER
OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL
LOCATION AND PLAN LOCATION OF UTILITIES UPON
DISCOVERY OF DISCREPANCY
ALL EXISTING MONUMENTS TO BE
PROTECTED IN PLACE. ANY
MONUMENTS DESTROYED DURINGCONSTRUCTION SHALL BE REPLACEDBY A LICENSED LAND SURVEYOR AND
PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER.
SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 4'
PROFILE VIEW - TC RIGHT AT ENTRY
324 CL
328 CL
SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 4'
PROFILE VIEW - TC LEFT AT ENTRY
PRIVATE STORM DRAIN SHOWN
HEREON FOR REFERENCE
ONLY; REFER TO DWG 534-6A
FOR CONSTRUCTION
332 CL
324 CL
328 CL
332 CL
324 CL
328 CL
332 CL
320 CL
312 CL
308 CL
316 CL
320 CL
FROM STA 1+33.45 TO 2+87.85
TC 17.0' LEFT = CL ELEV. + 0.84'
FROM STA 1+40.17 TO 5+40.66
TC 17.0' RIGHT = CL ELEV. + 0.065'
4+00
SE
E
S
H
E
E
T
3
F
O
R
W
A
T
E
R
MA
I
N
C
O
N
N
E
C
T
I
O
N
I
N
TW
A
I
N
A
V
E
324 CL
328 CL
332 CL
8
9
10
6
FOR CONTINUATION OF PRIVATESEWER MAIN AND ASSOCIATED
INFRASTRUCTURE ONSITE PLEASE
SEE BUILDING PLANSET CBR
2023-2844 SHEETS 1-6
11
8" PVC CLASS 305N 12° 12' 53" E 45.87'5 -
12
13
SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 4'
PROFILE VIEW - NORTHWEST KNUCKLE
306 CL
310 CL
314 CL
316 CL
310 CL
314 CL
316 CL
306 CL
14
THRUST/ANCHOR BLOCK TABLE
TYPE/DIAMETER OF PIPE
PVC / 8"
TYPE OF BLOCK
THRUST 45° HORIZ. BEND
TYPE OFAPPURTENANCE TEST PRESSURE(LB/IN^2)
200
ASSUMED SOIL
CAPACITY
1,500 LB/FT^2 10 SQ. FT.
MINIMUM BEARING
AREA REQUIRED
PVC / 8"THRUST 22.5° HORIZ. BEND 1,500 LB/FT^2 6 SQ. FT.
PVC / 8"THRUST 11.25° HORIZ. BEND 1,500 LB/FT^2
PVC / 6"THRUST TEE 1,500 LB/FT^2 8 SQ. FT.
PVC / 8"THRUST DEAD END 1,500 LB/FT^2 13 SQ. FT.
6 SQ. FT.
PROPOSED WATER METER NOTE: WATER
SERVICE/METER STATIONING/OFFSET INFORMATION
AS SPECIFIED TO FACE OF CURB PERPENDICULAR
TO CONNECTION AT WATER MAIN; WATER METERLOCATION TO BE LOCATED IMMEDIATELY ADJACENTTO/FLUSH WITH SIDEWALK PER CMWD W-3 DETAILFOR NON-CONTIGUOUS SIDEWALK.
PROPOSED WATER MAIN NOTE: NO JOINTS ONWATERMAIN WITHIN 8' OF SEWER OR STORM DRAIN
CROSSINGS.
200
200
200
200
SH
E
D
S
SC
A
T
T
E
R
E
D
B
R
U
S
H
DIR
T
DIR
T
TR
E
E
S
S
TRA
S
H
C
A
N
CON
C
CON
C
6FT
C
O
N
C
R
E
T
E
B
L
O
C
K
W
A
L
L
325
325
3
2
5
320
320
32
0
32
0
320
31
5
31
5
310
322.
1
321.
9
327
.
9
328.
1
TW=
3
3
4
.
6
2
TW=
3
3
3
.
9
6
TW=
3
3
3
.
9
5
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
W
S
S
S W W
S
S S S S
S
S
S
S
S
S
W
W W S S S S S S S S S
SSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWW
W
JT
JT
JT
JT
J
T
J
T
JT
JTJTJTJTJTJTJTJTJTJTJTJT
JT
JT
JT
JT
JT
G
G
G
LOT
1
8
2,1
9
3
S
.
F
.
0.05
0
A
C
.
LOT
1
5
12,9
7
6
S
.
F
.
0.29
8
A
C
.
VERNE VIEW: S
E
E
S
H
E
E
T
5
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
TW
A
I
N
A
V
E
N
U
E
M
A
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
3
VERNE VIEW(PRIVATE ROAD)
ST
A
1
+
9
4
.
1
7
~
1
9
.
5
0
'
L
T
1
1
7
'
1
7
'
3
4
'
ST
A
2
+
5
5
.
0
8
~
2
0
.
5
0
'
R
T
ST
O
R
M
D
R
A
I
N
I
N
L
E
T
PE
R
D
W
G
5
3
4
-
6
A
1+50 2+00 2+50 3+00
3
+
5
0
1
2 3
4
4
ST
A
1
+
5
4
.
8
8
~
1
7
.
0
0
'
L
T
LO
T
1
5
ST
A
2
+
2
8
.
7
2
~
1
7
.
0
0
'
L
T
LO
T
2
5
ST
A
2
+
6
7
.
8
9
~
1
7
.
0
0
'
L
T
LO
T
3
5
ST
A
3
+
1
5
.
1
5
~
3
0
.
0
'
L
T
LO
T
4
5
STA 3+50.77 ~46.34' LTCL NEW ~16' PCC DWY 9
STA 3+57.14~42.23' LTLOT 6 5
STA 3+32.44 ~46.21' LTLOT 5 5
STA 3+37.67 ~48.09' LT
CL NEW ~16' PCC DWY
ST
A
1
+
6
0
.
4
6
~
1
7
.
0
0
'
L
T
CL
N
E
W
~
1
6
'
P
C
C
D
W
Y
9
ST
A
2
+
0
9
.
6
6
~
1
7
.
0
0
'
L
T
CL
N
E
W
~
1
6
'
P
C
C
D
W
Y
9
ST
A
2
+
9
5
.
0
7
~
1
7
.
8
1
'
L
T
CL
N
E
W
~
1
6
'
P
C
C
D
W
Y
9
ST
A
3
+
2
5
.
4
0
~
4
1
.
3
8
'
L
T
CL
N
E
W
~
1
6
'
P
C
C
D
W
Y
9
92
2
3 3
3
44
C1
L1
C2 C3
L2 C4
L3
C5
L5
C15
C14
C13
C12
L4
1
10
10
11
5
.
0
'
5
.
0
'
5
0
'
5
.
5
'
LOT LINE
LOT LINE
7.7%6.7%
2.
0
%
2.
0
%
ST
A
1
+
4
0
.
1
7
~
1
7
.
0
0
'
R
T
EC
R
/
E
N
D
T
C
R
I
G
H
T
/
B
C
ST
A
1
+
2
6
.
4
3
~
2
2
.
3
4
'
R
T
TR
A
N
S
I
T
I
O
N
P
O
I
N
T
ST
A
1
+
0
9
.
8
3
~
2
9
.
0
0
'
R
T
BC
R
ST
A
0
+
8
3
.
5
6
~
2
9
.
0
0
'
R
T
BE
G
I
N
T
C
R
I
G
H
T
TC
S
T
A
1
+
0
0
.
0
0
ST
A
0
+
9
7
.
7
9
~
1
9
.
0
0
'
L
T
BE
G
I
N
T
C
L
E
F
T
TC
S
T
A
1
+
0
0
.
0
0
ST
A
1
+
0
9
.
6
4
~
1
9
.
0
0
'
L
T
BC
R
ST
A
1
+
2
4
.
4
1
~
1
6
.
7
4
'
L
T
EC
R
STA 3+63.14 ~36.36' LT= KNUCKLE STA 2+42.25
ST
A
1
+
3
3
.
4
5
~
1
7
.
0
0
'
L
T
EN
D
T
C
L
E
F
T
1
0
'
5
.
5
'
4
.
5
'
ST
A
2
+
8
7
.
8
5
~
1
7
.
0
0
'
L
T
BE
G
I
N
K
N
U
C
K
L
E
1
1
'
ST
A
1
+
1
6
.
8
~
1
7
.
7
2
'
L
T
PC
R
ST
A
1
+
6
7
.
8
1
~
1
7
.
0
0
'
L
T
ECST
A
1
+
3
5
.
0
1
~
1
7
.
0
0
'
L
T
BC ST
A
2
+
1
7
.
5
7
~
3
2
.
9
0
'
L
T
=
K
N
U
C
K
L
E
S
T
A
1
+
4
7
.
5
0
SE
E
T
O
P
O
F
C
U
R
B
PR
O
F
I
L
E
T
H
I
S
S
H
E
E
T
ST
A
1
+
6
7
.
8
1
~
1
7
.
0
0
'
R
T
EC
STA 3+56.47 ~42.76' LT310.3 FL; LOT 6 6
STA 3+45.14 ~48.24' LT
310.9 FL; LOT 6 6
STA 3+43.80 ~48.36' LT311.05 FL; LOT 5 7
STA 3+30.50 ~45.14' LT311.75 FL; LOT 4 8
ST
A
3
+
0
8
.
7
1
~
2
4
.
0
8
'
L
T
31
2
.
9
5
F
L
;
L
O
T
3
8
ST
A
2
+
5
3
.
6
6
~
1
7
.
0
0
'
L
T
31
6
.
6
F
L
;
L
O
T
2
8
ST
A
1
+
8
5
.
8
4
~
1
7
.
0
0
'
L
T
32
1
.
8
F
L
;
L
O
T
1
8
LO
T
L
I
N
E
ST
A
2
+
8
7
.
8
5
~
0
.
0
0
'
L
T
BC
O
N
C
L
ST
A
2
+
8
7
.
8
5
~
1
7
.
0
0
'
R
T
=
NW
K
N
U
C
K
L
E
S
T
A
1
+
0
0
.
0
0
SE
E
T
O
P
O
F
C
U
R
B
P
R
O
F
I
L
E
TH
I
S
S
H
E
E
T
8" PVC PRIVATESEWER MAIN PER
BLDG PLANS CBR2023-2844
8" PVC PRIVATE SEWERMAIN PER BLDG PLANSCBR 2023-2844
ST
A
3
+
1
9
.
8
1
~
2
8
.
2
'
L
T
45
°
H
O
R
I
Z
B
E
N
D
STA 3+46.39 ~37.63' LT11.25° HORIZ BEND
ST
A
1
+
6
4
.
3
6
~
1
1
.
0
3
'
L
T
11
.
2
5
°
H
O
R
I
Z
B
E
N
D
ST
A
1
+
0
6
.
2
1
~
7
.
4
9
'
L
T
IN
S
T
A
L
L
1
1
.
2
5
°
H
O
R
I
Z
B
E
N
D
W
/
TH
R
U
S
T
B
L
O
C
K
P
E
R
W
-
1
9
35ST
A
1
+
5
1
.
4
1
1
~
0
.
6
7
'
L
T
13
ST
A
2
+
8
2
.
8
5
~
0
0
0
'
R
T
13
14
14
14
5.0'
3.5' MIN
3.5' MIN
PVI STA. = 1+35.00PVI ELEV. = 325.35
LVC = 70.00
ST
A
=
1
+
7
5
32
2
.
2
6
F
.
S
.
ST
A
=
2
+
0
0
32
0
.
3
3
F
.
S
.
ST
A
=
2
+
2
5
31
8
.
4
0
F
.
S
.
ST
A
=
3
+
0
0
31
3
.
0
2
F
.
S
.
-7.7%
PV
C
S
T
A
.
1
+
0
0
.
0
0
PV
C
E
L
E
V
.
3
2
5
.
7
0
PV
T
S
T
A
.
1
+
7
0
.
0
0
PV
T
E
L
E
V
.
3
2
2
.
6
5
-1.0%
-7.7%
-6.7%
PV
C
S
T
A
.
2
+
3
5
.
0
0
PV
C
E
L
E
V
.
3
1
7
.
6
3
PV
T
S
T
A
.
2
+
8
5
.
0
0
PV
T
E
L
E
V
.
3
1
4
.
0
2
PV
C
S
T
A
.
3
+
4
5
.
0
0
PV
C
E
L
E
V
.
3
1
0
.
0
0
-6.7%
PVI STA. = 2+60.00PVI ELEV. = 315.70LVC = 50.00
SEE SHEET 3 FORIMPROVEMENTS IN TWAINAVE CDS
ST
A
=
1
+
2
5
32
5
.
1
4
F
.
S
.
ST
A
=
1
+
5
0
32
4
.
0
0
F
.
S
.
ST
A
=
2
+
7
5
31
4
.
7
1
F
.
S
.
ST
A
=
3
+
5
0
30
9
.
6
8
F
.
S
.
EXISTING GRADE AT
CENTERLINE OF ROAD
EXSITING GRADE ATCENTERLINE OF ROAD
PROPOSED GRADE AT
CENTERLINE OF ROAD
TOP OF 8" CLASS
305 PVC PUBLICWATER MAIN
TOP OF 8" CLASS
305 PVC PUBLIC
WATER MAIN
~3
2
2
.
2
T
P
~3
1
9
.
4
T
P
~3
2
0
.
3
T
P
~3
1
2
.
8
T
P
~3
0
6
.
0
T
P
TOP OF 8" CLASS
305 PVC PUBLIC
WATER MAIN
ST
A
=
3
+
2
5
31
1
.
3
5
F
.
S
.
ST
A
=
3
+
5
0
31
6
.
5
F
.
S
.
11
.
2
5
°
H
O
R
I
Z
.
B
E
N
D
11
.
2
5
°
H
O
R
I
Z
.
B
E
N
D
45
°
H
O
R
I
Z
.
B
E
N
D
1.0' MIN
1.0' MIN
8" PVC PRIVATE SEWERMAIN PER BLDG PLANSCBR 2023-2844
8" PVC PRIVATE SEWER
MAIN PER BLDG PLANS
CBR 2023-2844
PORTION OF
VERTICAL
CURVE
47.50' ON CURB
31
2
.
9
9
T
.
C
.
94.75'
∆/4 ∆/4 ∆/4
31
2
.
3
6
T
.
C
.
31
1
.
7
3
T
.
C
.
31
1
.
0
9
T
.
C
.
63.19'
PVI STA. = 1+10
PVI ELEV. = 314.00LVC = 20.00
∆/4
PVT RD STA 4+02.60 ~17.00 LT
= KNUCKLE STA 3+05.44
PVT RD STA 2+87.85 ~17.00 LT
= KNUCKLE STA 1+00.00
SOLID LINE REPRESENTSTOP OF G-1 PCC CURB
PV
T
S
T
A
.
1
+
2
0
PV
T
E
L
E
V
.
3
1
3
.
7
3
PV
C
S
T
A
.
1
+
0
0
PV
C
E
L
E
V
.
3
1
4
.
6
7
STA 3+63.14 ~36.36' LT= KNUCKLE STA 2+42.25
STA 2+17.57 ~32.90' LT= KNUCKLE STA 1+47.50
-6.7%
-2.7%
-5.0%-5.0%
-2.7%
-2.7%
PVI STA. = 2+58.05PVI ELEV. = 310.04
LVC = 31.59
-1.6%
PVI STA. = 2+89.64PVI ELEV. = 308.46
LVC = 31.59
∆/4 ∆/4 ∆/4 ∆/4
31
0
.
4
6
T
.
C
.
30
9
.
2
5
T
.
C
.
30
8
.
2
1
T
.
C
.
30
9
.
9
4
T
.
C
.
30
8
.
6
1
T
.
C
.
-4.5%
-4.9%
PV
C
S
T
A
.
1
+
4
5
.
0
0
PV
C
E
L
E
V
.
3
2
5
.
1
7
PV
T
S
T
A
.
1
+
5
5
.
0
0
PV
T
E
L
E
V
.
3
2
4
.
7
0
-4.5%
PVI STA. = 1+50.00PVI ELEV. = 324.94LVC = 10.00 PV
T
R
D
S
T
A
1
+
4
0
.
1
7
~
1
7
.
0
0
R
T
=
T
C
R
I
G
H
T
S
T
A
1
+
5
7
.
9
6
32
4
.
5
5
T
.
C
.
PV
T
R
D
S
T
A
0
+
8
3
.
5
6
~
2
9
.
0
0
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Docusign Envelope ID: 0B0CB8DF-2292-4FB4-A0C3-93EF41B9309E
7/16/2024
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& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.RVWD BY:
APPROVED:
SHEETSSHEET
DATE INITIAL
OTHER APPROVAL CHKD BY:
CITY OF CARLSBAD
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
IMPROVEMENT PLANS FOR:
P.E.EXP.
1
JASON S. GELDERT
B R YAN R
KN
AP
P
AINROFILACFOETATS
REGISTE R ED P R O F ESSIONAL
ENG
I
NEER
No. 86542
Exp. 03/31/25
LIVIC
A D EWN
ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE
OCEAN VIEW POINT
534-6
ROW 2021-0931 PRIVATE ROAD IMPR.
PUD 15-15CPD 15-53HDP15-03
HMP15-05
CT 15-07
5 6204060
GRAPHIC SCALE: 1" = 20'
020
PLAN VIEW - VERNE VIEW
SCALE: 1" = 20' HORIZONTAL
PROFILE VIEW - CENTERLINE VERNE VIEW
4+00
SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 4'
5+00 6+00 SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 4'
PROFILE VIEW - CUL-DE-SAC304 CL
STREET CENTERLINE DATA TABLE
LINE LENGTH DELTA / BEARING RADIUS COMMENTS
4
200.00'5
N 25° 10' 22" W -41.436
C PRIVATE ROADL
C PRIVATE ROADL
Δ = 142° 55' 52"46.00'114.75 C PRIVATE ROADL
Δ = 44° 40' 53"155.97
LINE LENGTHDELTA / BEARING COMMENTS
PUBLIC WATER DATA TABLE
8" PVC CLASS 305N 89° 02' 07" W 86.426
8" PVC CLASS 305N 55° 17' 07" W
N 32° 47' 07" W 99.38'
7
8
9
100.28'
300 CL
320 CL
304 CL
308 CL
312 CL
316 CL
308 CL
312 CL
EASEMENT NOTES
INDICATES EASEMENT FOR WATER PURPOSES TO THE CARLSBADMUNICIPAL WATER DISTRICT PER FINAL MAP ___
1
CURB DATA TABLE
LINE LENGTH DELTA / BEARING RADIUS REMARKS
94.75'C5 6" G-1 PCC CURBΔ = 126° 14' 46"
Δ = 58° 03' 11"
Δ = 45° 38' 28"
43.00'
219.87'
25.49'
134.23'Δ = 183° 06' 28"
217.00'
32.00'
42.00'
C6
C7
C8
C9
6" G-2 PCC C&G
6" G-2 PCC C&G
Δ = 53° 02' 47"
Δ = 39° 33' 05"
29.63'
126.33'
32.00'
183.00'
C10
C11
68.76'Δ = 93° 47' 48"42.00'
6" G-2 PCC C&GC12Δ = 142° 55' 52"29.00'72.34'
6" G-2 PCC C&G
6" G-1 PCC CURB
6" G-1 PCC CURB
6" G-1 PCC CURB
VE
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300 CL
304 CL
308 CL
312 CL
296 CLVE
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UTILITIES ARE KNOWN TO EXIST IN THE AREA.
INFORMATION SHOWN HEREON IS PER BEST AVAILABLE
RECORD INFORMATION. EXACT HORIZONTAL AND
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO ORDERING MATERIALS ANDCONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEEROF WORK OF ANY DISCREPANCIES BETWEEN ACTUALLOCATION AND PLAN LOCATION OF UTILITIES UPON
DISCOVERY OF DISCREPANCY
ALL EXISTING MONUMENTS TO BE
PROTECTED IN PLACE. ANY
MONUMENTS DESTROYED DURINGCONSTRUCTION SHALL BE REPLACEDBY A LICENSED LAND SURVEYOR AND
PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER.
FROM STA 4+02.60 TO 5+47.00
TC 17.0' LEFT = CL ELEV. + 0.84'
PRIVATE STORM DRAIN SHOWN
HEREON FOR REFERENCE
ONLY; REFER TO DWG 534-6A
FOR CONSTRUCTION
S 12° 12' 53" E 44.77'
FROM STA 1+40.17 TO 5+40.66
TC 17.0' RIGHT = CL ELEV. + 0.065'
8" PVC CLASS 305
8" PVC CLASS 305
CONSTRUCTION NOTES
INSTALL FIRE HYDRANT AND SPLASH PAD PER CITY OFCARLSBAD DWG W-17
CONSTRUCT 6" PCC CURB PER SDRSD G-1
CONSTRUCT 6" PCC CURB & GUTTER PER SDRSD G-2
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-7
INSTALL 1" DOMESTIC WATER SERVICE WITH FIRE SPRINKLER
SYSTEM, 1" METER AND BACKFLOW PER CMWD W-5; ENCASE
SERVICE IN SCH. 80 PVC SLEEVE BETWEEN METER AND
BACKFLOW. SEE ADDITIONAL WATER METER NOTE BELOW FORSTATIONING
INSTALL 2 X 3" PVC SIDEWALK UNDER DRAIN PER SDRSD D-27
INSTALL TYPE-A CURB OUTLET PER SDRSD D-25A
1
2
INSTALL MODIFIED TYPE-A CURB OUTLET PER SDRSD D-25A
INSTALL 16' WIDE PCC DRIVEWAY APRON PER SDRSD G-14B
INSTALL 4" AC OVER 6" CLASS II AB MIN.
INSTALL B.O. PER CMWD W-10; SEE DETAIL SHEET 2
INSTALL 2" IRRIGATION WATER SERVICE LINE AND 1.5" METER
PER CMWD W-4 AND 1.5" BACKFLOW PER CMWD W-6; MAX
FLOW DEMAND = 40 GPM WITH 79 PSI STATIC PRESSURE. SEE
ADDITIONAL WATER METER NOTE BELOW FOR STATIONING
INSTALL CENTERLINE WELL MONUMENT PER SDRSD M-10STAMPED LS 8537 PER FINAL MAP.
INSTALL HORIZONTAL BEND (ANGLE PER PLAN) WITH THRUST
BLOCK PER CMWD W-19 (MIN SIZE PER PLAN). SEE THRUST
BLOCK SIZING TABLE ON SHEET 4
3
4
5
8
9
10
FOR CONTINUATION OF PRIVATE
SEWER MAIN AND ASSOCIATED
INFRASTRUCTURE ONSITE PLEASE
SEE BUILDING PLANSET CBR
2023-2844 SHEETS 1-6
11
12
13
14
6
7
PROPOSED WATER METER NOTE: WATERSERVICE/METER STATIONING/OFFSET INFORMATIONAS SPECIFIED TO FACE OF CURB PERPENDICULARTO CONNECTION AT WATER MAIN; WATER METER
LOCATION TO BE LOCATED IMMEDIATELY ADJACENT
TO/FLUSH WITH SIDEWALK PER CMWD W-3 DETAIL
FOR NON-CONTIGUOUS SIDEWALK.
PROPOSED WATER MAIN NOTE: NO JOINTS ONWATERMAIN WITHIN 8' OF SEWER OR STORM DRAIN
CROSSINGS.
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CDS STA 2+33.48 ~15.29' RTEND 8" PUBLIC WATER MAINSEE DETAIL SHEET 2
CDS STA 2+54.60 ~4.50' RTEND SDWK; END CURB &BEGIN CURB & GUTTER
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CDS STA 2+12.92 ~0.00' LT307.6 FL
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6
CDS STA 2+04.87 ~0.00' LT307.65 FLLOT 12
6
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VERNE VIEW: SEE SHEET 4 FOR CONTINUATION TWA
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8" PVC PRIVATE SEWER
MAIN PER BLDG PLANSCBR 2023-2844
8" PVC PRIVATE SEWER MAIN ANDLIFT STATION PER BLDG PLANSCBR 2023-2844
12
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PROPOSED GRADE AT
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1.0' MIN
8" PVC PRIVATE SEWER
MAIN PER BLDG PLANSCBR 2023-2844
8" PVC PRIVATE SEWERMAIN PER BLDG PLANS
CBR 2023-2844
25.49'
∆/2 ∆/8∆/2
29.63'
∆/2∆/2
202.99'
∆/8 ∆/8 ∆/8 ∆/8 ∆/8 ∆/8 ∆/8
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∆/8
PVT RD STA 5+47.00 ~17.00 LT
= CUL-DE-SAC STA 1+00.00
SOLID LINE REPRESENTSTOP OF G-2 PCC C&G
CDS STA 1+85.10
308.35 TC
HIGH POINT
PVT RD STA 5+40.66 ~17.00 RT= CUL-DE-SAC STA 3+58.10
CUL-DE-SAC STA 2+54.60END SDWK; END CURB;BEGIN CURB & GUTTER
CUL-DE-SAC STA 2+54.60
PCR CUL-DE-SAC STA 3+28.47
PCR
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7/16/2024
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& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.RVWD BY:
SHEETSSHEET
DATE INITIAL
OTHER APPROVAL CHKD BY:
CITY OF CARLSBAD
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
IMPROVEMENT PLANS FOR:
P.E.EXP.
1
PUBLIC IMPROVEMENTS / SEWER
JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE
OCEAN VIEW POINT
534-6
ROW 2021-0931
PUD 15-15CPD 15-53HDP15-03
HMP15-05
CT 15-07
APPROVED:
B R YAN R
KN
AP
P
AINROFILACFOETATS
REGISTE R ED P R O F ESSIONAL
ENG
I
NEER
No. 86542
Exp. 03/31/25
LIVIC
A D EWN
6 6
PROFILE VIEW - CENTERLINE SEWER TRUNKLINE
SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 4'
300 CL
320 CL
324 CL
304 CL
308 CL
312 CL
316 CL
CONSTRUCTION NOTES
INSTALL 1" DOMESTIC WATER SERVICE WITH FIRE SPRINKLER
SYSTEM; 1" METER AND BACKFLOW PER CMWD W-5
INSTALL PRIVATE 60" POLYMER CONCRETE SEWER MANHOLE
PER CITY OF CARLSBAD DWG S-1; PRIVATE FORCE MAIN INTOMANHOLE, PRIVATE GRAVITY SEWER CONNECTION OUT; SEEBLDG PLANS CBR 2023-2844 FOR CONTINUATION OF PRIVATE 8"PVC SEWER
INSTALL 4" AC OVER 6" CLASS II AB MIN.
INSTALL 2 X 3" PVC SIDEWALK UNDER DRAIN PER SDRSD D-27
INSTALL TYPE-A CURB OUTLET PER SDRSD D-25A
1
2
3
PLAN VIEW - SEWER TRUNKLINE
SCALE: 1" = 20' HORIZONTAL
STREET CENTERLINE DATA TABLE
LINE LENGTH DELTA / BEARING RADIUS
C PUBLIC ROAD
COMMENTS
1 Δ = 63° 26' 28"200.00'221.45
2 N 73° 28' 47" W -84.49
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GRAPHIC SCALE: 1" = 20'
020
328 CL
4
LINE LENGTHDELTA / BEARING COMMENTSRADIUS
-
PRIVATE SEWER DATA TABLE
N 11° 57' 55" E 51.12'1 8" PVC SDR-26
UTILITIES ARE KNOWN TO EXIST IN THE AREA.INFORMATION SHOWN HEREON IS PER BEST AVAILABLE
RECORD INFORMATION. EXACT HORIZONTAL AND
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO ORDERING MATERIALS AND
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEEROF WORK OF ANY DISCREPANCIES BETWEEN ACTUALLOCATION AND PLAN LOCATION OF UTILITIES UPONDISCOVERY OF DISCREPANCY
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TRENCH RESURFACING OF AC PAVEMENT PER CITY OF
CARLSBAD STANDARD GS-27, GS-28
NARROW TRENCH RESURFACING OF AC PAVEMENT PER CITY
OF CARLSBAD STANDARD GS-26, GS-28
REMOVE EXISTING MANHOLE AND REPLACE WITH 60" POLYMERCONCRETE SEWER MANHOLE PER CITY OF CARLSBAD DWG S-1;PRIVATE GRAVITY CONNECTION INTO MANHOLE, PUBLIC
GRAVITY SEWER CONNECTION OUT
EXISTING WATER SERVICE AND METER TO BE PROTECTED IN
PLACE
3" GRIND AND OVERLAY OF AC PAVEMENT
INSTALL 2" IRRIGATION WATER SERVICE LINE AND 1.5" METERPER CMWD W-4 AND 1.5" BACKFLOW PER CMWD W-6; MAX FLOWDEMAND = 40 GPM WITH 79 PSI STATIC PRESSURE. SEEADDITIONAL WATER METER NOTE BELOW FOR STATIONING
INSTALL CENTERLINE WELL MONUMENT PER SDRSD M-10
STAMPED LS 8537 PER FINAL MAP
6
EASEMENT NOTES
INDICATES EASEMENT FOR WATER PURPOSES TO THECARLSBAD MUNICPIAL WATER DISTRICT PER FINALMAP ___
1
ALL EXISTING MONUMENTS TO BEPROTECTED IN PLACE. ANY
MONUMENTS DESTROYED DURING
CONSTRUCTION SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR AND
PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER.
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300 CL
320 CL
324 CL
304 CL
308 CL
312 CL
316 CL
296 CL
FOR CONTINUATION OF PRIVATESEWER MAIN AND ASSOCIATED
INFRASTRUCTURE ONSITE PLEASE
SEE BUILDING PLANSET CBR
2023-2844 SHEETS 1-611
ADDITIONAL NOTES
1. REMOVE EXISTING WATER SERVICES PER CITY OF CARLSBAD STANDARDSPECIFICATION 15000-3.11. ABANDON EXISTING SEWER LATERALS PER CITYOF CARSLBAD STANDARD SPECIFICATION 15000-3.11.
12 PROPOSED WATER METER NOTE: WATER
SERVICE/METER STATIONING/OFFSET INFORMATION
AS SPECIFIED TO FACE OF CURB PERPENDICULARTO CONNECTION AT WATER MAIN; WATER METERLOCATION TO BE LOCATED IMMEDIATELY ADJACENT
TO/FLUSH WITH SIDEWALK PER CMWD W-3 DETAIL
FOR NON-CONTIGUOUS SIDEWALK.
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11 11 I
NF
Docusign Envelope ID: 0B0CB8DF-2292-4FB4-A0C3-93EF41B9309E
7/16/2024