HomeMy WebLinkAboutDWG 552-6; CT 2024-0004; JEFFERSON STREET HOMES; 01-04SITE
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J:\ACTIVE JOBS\4138 RINCON JEFFERSON\CIVIL\DRAWING\IMPROVEMENT PLANS
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"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
41
PLSA 4138
BAK
CT 2024-0004
IMP 2025-0013
552-6
JEFFERSON STREET HOMES
PUD 2024-0004
CDP 2024-0021
2002 PER ROS 17271
82.22'NGVD 29DATUM:ELEVATION:
RECORDED:
CADT DISK
LOCATION:
DESCRIPTION:
5315 AVENIDA ENCINAS
CARLSBAD CA, 92008
(888) 357-3553 PHONE NO.:
ADDRESS:
NAME:
PHONE NO.:
ADDRESS:
NAME:TOM ST. CLAIR FOR: 2502 & 2518
JEFFERSON LLC
5315 AVENIDA ENCINAS
CARLSBAD CA, 92008
(888) 357-3553
N.T.S.
1 TITLE SHEET
2 BUENA VISTA WAY AVENUE IMPROVEMENT PLAN
3 JEFFERSON STREET IMPROVEMENT PLAN
4 DETAILS
EG = EXISTING GRADE
FS = FINISHED SURFACE
FG = FINISHED GRADE
FL = FLOWLINE
FF = FINISHED FLOOR
GF = GARAGE FACE
IE = INVERT ELEVATION
LA = LANDSCAPE AREA
TB = TOP OF BERM
TC = TOP OF CURB
TG = TOP OF GRATE ELEVATION
TP = TOP OF PIPE
RJ = RESTRAINED JOINT
RIM = TOP OF RIM ELEVATION
EXISTING GRADE
FYSB = FRONT YARD SETBACK
RYSB = REAR YARD SETBACK
SYSB = SIDE YARD SETBACK
ABBREVIATION:
SDRSD - SAN DIEGO REGIONAL STANDARD DRAWING
CMWD - CARLSBAD MUNICIPAL WATER DISTRICT
* NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD
**SECTION TO BE DETERMINED BY GEOTECH ENGINEER BASED ON
R-VALUE TEST RESULTS
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. 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 RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER
APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT
CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY
ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS
AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY
ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE
AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) 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
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 OF WORK AND SHALL BE
ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION,
SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL
SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY
CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION
REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORK 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 SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO
THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING
SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF
CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE
INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO
EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL
BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. 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, 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.)
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.
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.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
*CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)(760)438-2722
*SAN DIEGUITO WATER DISTRICT (760)633-2650
*LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
*OLIVENHAIN WATER DISTRICT (760)753-6466
* BUENA SANITATION DISTRICT (760)726-1340 x1330
* AS APPROPRIATE
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN
CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R"
VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS
BEFORE THE WORK BEGINS.
2. 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 ALLOWED. 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 4,000 LUMEN (25-32 WATT) #ERLI-0-04-C5-30-A-GRAY-L4 GE-EVOLVE-LED.
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 OR DESIGNEE.
3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL
BE REQUIRED.
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3.
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT
SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE
CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS
MANAGER.
3. 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 WORK 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.
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING
TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANY
EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC
PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT
PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER
AN ALTERNATIVE FORM OF PROTECTION.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE
LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY
OF CARLSBAD FIRE MARSHAL.
7. ALL 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
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 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 PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH
VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN
ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES
OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE
24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING
EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE
TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND
BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED.
TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT
POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE
SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C.
WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE
ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER
SHUTDOWN.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD
DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
12-31-2026
80356
TYLER G. LAWSON, R.C.E.
DATE:
REGISTRATION EXPIRATION DATE:
R.C.E. NO.:
BY:
TELEPHONE: (858) 259-8212
CITY, STATE: SAN DIEGO, CA 92110
ADDRESS: 1911 SAN DIEGO AVE, SUITE 100
FIRM: PASCO, LARET, SUITER, AND ASSOCIATES, INC.
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM
INFORMATION GATHERED ON: JANUARY 15,2024
BY: PASCO, LARET, SUITER & ASSOCIATES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 155-251-18 & -19
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N_____________ E________________
(CCS 83)
ADDRESS: 2502 & 2518 JEFFERSON STREET
CARLSBAD, CA 92008
366 1665
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO 7543 DATED 5/21/2025
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY GEOTEK,
INC.: JOB. NO. 3988-SD DATED 5/14/2024 & 7/16/2025
7. SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD
STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT
PERMIT CONDITIONS DATED _________
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED________
10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2)
PREPARED BY: ___________.
11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED
BY: ___________ DATED: _________________
12. CALIFORNIA STORM WATER BMP
CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION
SITE BMP MANUAL
PLSA
PLSA
N/A
N/A
PROPERTY LINE
RIGHT-OF-WAY
ADJACENT LOT LINE
CENTERLINE OF ROAD
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING WATER MAIN (SIZE AND
MATERIAL PER PLAN)
EXISTING WATER SERVICE (TO BE
REMOVED)
EXISTING SEWER MAIN (SIZE AND
MATERIAL PER PLAN)
EXITING GAS MAIN (SIZE PER PLAN)
PROPOSED 6" PCC CURB AND GUTTER
PROPOSED 6" PVC SEWER LATERAL
AND CLEANOUT
PROPOSED 2" DOMESTIC WATER
SERVICE W/ 2" METER AND BACKFLOW
PROPOSED 1" IRRIGATION SERVICE W/
1" METER AND BACKFLOW
PROPOSED 6" FIRE WATER SERVICE &
BACKFLOW
PROPOSED 14" PVC WATER MAIN
PROPOSED 14" X 6" X 14" DI TEE
PROPOSED AC SAWCUT
CALTRANS VEHICULAR STOPPING
SIGHT DISTANCE VIEW CORRIDOR
PROPOSED TRENCHING AND
RESURFACING W/ AC PAVEMENT
PROPOSED 4" PCC SIDEWALK /
PAVEMENT
PROPOSED 3" AC GRIND AND OVERLAY
PROPOSED 4" AC OVER 6" AB**
PROPOSED 4' X 8' TREE WELL BMP
(20' CANOPY)
PROPOSED PCC DRIVEWAY APRON
PROPOSED 3" PVC SIDE WALK UNDER
DRAIN
PROPOSED 3" X 3' CURB OUTLET
PROPOSED 7.5" PCC CROSS GUTTER
PROPOSED STREET TREE (PER
SEPARATE LANDSCAPE PLANS SHOWN
FOR REFERENCE ONLY)
PROPOSED CURB RAMP WITH DOMES
W W
S S
S S
F F
G G
W W
W W
SDRSD G-2*
CARLSBAD
S-7 & S-8
CMWD W-4
& W-6
CMWD W-3
& W-6
CMWD W-7
& W-9
CARLSBAD
GS-26 & GS-28
SDRSD G-7*
148 LF
1 EA
1 EA
1 EA
1 EA
120 LF
200 LF
1,850 SF
4,405 SF
W W W 2 EA
2502 & 2518 JEFFERSON STREET
CARLSBAD, CA 92008
APN: 155-251-18 & -19
1 EA
220 SFSDRSD G-14A*
140
140
350 SF
THE NORTHERLY ONE-HALF OF LOT 11 AND ALL OF LOT 12 BLOCK "C" OF THE
RESUBDIVISION OF A PORTION OF SUNNYSLOPE TRACT, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO.
995, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE
6 1906.
EXPECTING THEREFORM THE EASTERLY 57.5 FEET THEREOF.
ALSO EXCEPTING THEREFORM THAT PORTION THEREOF DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 12; THENCE SOUTHERLY
ALONG THE WESTERLY LINE OF SAID LOT 12, A DISTANCE OF 12.49 FEET TO THE
BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF
14.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE, THROUGH CENTRAL
ANGLE OF 63° 10' 04", AN ARE DISTANCE OF 15.43 FEET TO A POINT ON THE
NORTHERLY LINE OF SAID LOT 12; THENCE WESTERLY ALONG THE NOTHERLY LINE
OF SAID LOT 12 TO THE POINT OF BEGINNING.
APN: 155-251-18
LOT 10 AND THE SOUTH HALF OF LOT 11, BLOCK "C" OF RESUBDIVISION OF PORTINO
OF SUNNYSLOPE TRACT, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 995, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY .
EXCEPTING THEREFROM THE EASTERLY 57.5 FEET THEREOF
APN: 155-251-19
SOUTH SIDEWALK NEAR THE EAST END OF LAS FLORES DRIVE BRIDGE
OVER INTERSTATE 5, BASED ON POINT NUMBER 139.
ROS 21047
CR 13447
ROS 12779
MAP 3845
MAP 995
MAP 486
DWG 118-9
DWG 146-8
DWG 159-3
DWG 365-2
THE CALIFORNIA COORDINATE SYSTEM OF NAD83 (CCS-83), ZONE 6,
EPOCH 1991.35, AS DETERMINED LOCALLY BY A LINE BETWEEN
STATIONS CLSB130 AND CADT 5-50.7 BEING A GRID BEARING OF N 21°
00' 57" E AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF
SURVEY 17271, CITY OF CARLSBAD SURVEY CONTROL NETWORK
SDRSD D-27
SDRSD D-25
TYPE A
1 EA
4 EA
STORMWATER REQUIREMENTS THAT APPLY:
STANDARD STORMWATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
YES
NO
EXEMPT FROM
HYDROMODIFICATION?
YES
NO
EXEMPT FROM
TRASH CAPTURE?
W W
SDRSD G-12*160 SF
TOM ST. CLAIR FOR: 2502 & 2518
JEFFERSON LLC
SEE DETAILS
ON SHEET 4
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING.
2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (LATEST VERSION), THE CALTRANS STANDARD PLANS AND SPECIFICATIONS (LATEST
VERSION), 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 "CITY ENGINEER" OR
HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO
WEEKS AFTER INITIAL PAINTING.
6. ALL PERMANENT SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHALL USE TYPE IV
PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPECIFIED. R1-1
“STOP”, R1-2 "YIELD", R2-1 “SPEED LIMIT" AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER
REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL).
7. 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.
8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE "CITY ENGINEER" OR HIS
REPRESENTATIVE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY
GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS.
11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT SHALL BE THERMOPLASTIC
UNLESS OTHERWISE SPECIFIED. PREFORMED THERMOPLASTIC ARROWS AND LEGENDS SHALL NOT BE
ACCEPTABLE.
13. ALL BIKE LANE LEGENDS SHALL BE HELMETED BICYCLIST SYMBOL AND ARROW PER CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FIGURE 9C-3 AND PAINTED, UNLESS OTHERWISE SPECIFIED.
14. SIZE OF SIGNS SHALL BE BASED UPON THE RECOMMENDED SIGN SIZES FOUND IN THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES UNLESS OTHERWISE SPECIFIED.
15. SIGRI 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
APPROVED MOUNTING BRACKET WITH STRAPS
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. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
20. ALL NEW AND RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING THE NEW OR RELOCATED
SIGNS.
21. ALL NEW STRIPING AND PAVEMENT LEGENDS SHALL BE CAT-TRACKED AND APPROVED BY THE TRANSPORTATION
DIRECTOR OR HIS REPRESENTATIVE BEFORE FINAL INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE
TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE AFTER COMPLETING THE LAYOUT AND AT LEAST 3
WORKING DAYS PRIOR TO COMMENCING INSTALLATION OF STRIPING, LEGENDS, AND MARKERS. PAVEMENT
LEGENDS SHALL BE MARKED OUT IN FULL SIZE FOR REVIEW.
4 EA
SDRSD G-27 1 EA
01/09/26
NF
NF
OCTOBER 2025
QUALITY ASSOCIATION
Docusign Envelope ID: F6F4EAEE-BFAF-4149-AEEB-7633014A93AF
5/4/2026
GRAPHIC SCALE: 1" = 10'
0 10'20'30'
J:\ACTIVE JOBS\4138 RINCON JEFFERSON\CIVIL\DRAWING\IMPROVEMENT PLANS
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"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
4
PLSA 4138
BAK
CT 2024-0004
IMP 2025-0013
552-6
JEFFERSON STREET HOMES
PUD 2024-0004
CDP 2024-0021
ALL EXISTING MONUMENTS TO BE
PROTECTED IN PLACE. ANY MONUMENTS
DESTROY DURING CONSTRUCTION SHALL
BE REPLACED BY A LICENSED SURVEYOR
AND PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER
1. 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 VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING
MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY
DISCREPANCIES UPON DISCOVERY.
2. REMOVE EXISTING WATER SERVICES PER CITY OF CARLSBAD STANDARD SPECIFICATION 15000-3.12.A.
REMOVE EXISTING SEWER LATERALS PER CITY OF CARLSBAD STANDARD 15000-3.12A.
3. EXISTING GAS AND ELECTRICAL SERVICE TO BE REMOVED PER SEPARATE SDGE WORK ORDER.
SITE NOTES
EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE.
MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR
WHO SHALL FILE A CORNER RECORD WITH COUNTY IF DISTURBED
OR DESTROYED.
INSTALL 6" PVC SEWER LATERAL PER CITY OF CARLSBAD S-7 W/
CUT IN WYE CONNECTION PER S-8; WYE FITTING ROTATED 11.25
DEG FROM HORIZONTAL WITH 11.25 AND CARLSBAD S-10 TYPE C
3" AC GRIND AND OVERLAY
SAWCUT EXISTING AC PAVEMENT SEE DETAIL SHEET 4
TRENCH AND RESURFACING W/ AC PAVEMENT PER CITY OF
CARLSBAD GS-26, GS-28
INSTALL 1" IRRIGATION SERVICE METER AND BACK FLOW PER
CMWD W-3 & W-6
INSTALL 2" DOMESTIC WATER SERVICE, W/ 2" METER AND
BACKFLOW PER CMWD W-4 & W-6
INSTALL 6" FIRE SERVICE AND WILKINS 475DA 6" RPDA OR
APPROVED EQUAL PER CMWD W-7 & W-9
CONSTRUCTION NOTES
CONSTRUCT 6" PCC CURB AND GUTTER PER SDRSD G-2 SEE DATA
TABLE THIS SHEET
CONSTRUCT 20-FT WIDE PCC DRIVEWAY APRON PER SDRSD G-14A
CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-7
CONSTRUCT TYPE A PCC PED RAMP PER SDRSD G-27A SEE DETAIL
SHEET 4
150-FT SIGHT DISTANCE CORRIDOR PER CALTRANS HIGHWAY
DESIGN MANUAL
INSTALL DUAL 3" PVC SIDEWALK UNDER DRAIN PER SDRSD D-27
INSTALL 2.7' X 3.0' THRUST BLOCK (8.0 SF MIN.) PER CMWD DWG
W-19A
STREET TREE PER SEPARATE LANDSCAPE PLANS DWG NO. 552-6L
SHOWN FOR REFERENCE ONLY
1
2
3
4
5
10
11
12
13
9
6
7
8
BUENA VISTA WAY CENTER LINE DATA TABLE
#BEARING / DELTA LENGTH RADIUS
550.01 -N 89° 25' 35" W
CURB & GUTTER DATA TABLE
#BEARING / DELTA LENGTH RADIUS
1
REMARKS
6" C&G SDRSD G-276.4'N 89° 25' 35" W -
STREET STA.
OF LAT @ MAIN IE @ MAIN LENGTH DROP TO
MAIN
LAT EL. @
PL (IE)
LAT
SLOPE
GROUND
EL. @ PL
DEPTH BELOW
PL (PL TO IE)
UPSTREAM MH
RIM EL.
BACKWATER
VALVE REQ'D
2+02.76 56.3'57.5 IE0.70'24.3'67.2 NO6.3'2.0%63.8'
SEWER LATERAL DATA TABLE - 6" PUBLIC SEWER LATERAL
2
BUENA VISTA WAY IMPROVEMENTS
PLAN VIEW - BUENA VISTA WAY IMPROVEMENTS
SCALE: 1" =10'
14
CURB AND SIDEWALK NOTE:
REPLACE PCC CURB, GUTTER AND SIDEWALK TO
NEAREST JOINT PER CITY STANDARDS
WATER MAIN SHUTDOWN NOTE:
EXCEPTED SHUTDOWN OF EXISTING 14" WATER MAIN FOR
INSTALLATION OF WATER SERVICES. CONTRACTOR SHALL SUBMIT
E-28 FORM TO CM&I 2 WEEKS PRIOR TO SCHEDULED SHUTDOWN.
AC WATER MAIN REPLACEMENT NOTE:
REMOVE AND REPLACE EXISTING 14" AC WATER MAIN TO NEAREST JOINT WITH 14"
PVC WATER MAIN PER ENGINEERING STD VOL.2 - 3.3.11.M. USING APPROVED
TRANSITION COUPLINGS. RECONNECT EXISTING WATER SERVICE AFFECTED BY
UPSIZING WITH SADDLE TAP CONNECTION
EASEMENTS - PROPOSED
INDICATES PROPOSED DEDICATION GRANTED TO THE CITY OF
CARLSBAD FOR PUBLIC ROADWAY AND UTILITY PURPOSES
INDICATES PROPOSED EASEMENT GRANTED TO THE CITY OF
CARLSBAD FOR PEDESTRIAN ACCESS PURPOSES
1
2
15
16
18"TP18"TP
64.79
64.28
63.4963.00
63.35
62.85
62.67
65.21
64.63
62.89 TC
62.42 FL
63.07 TC
62.56 FL
62.81 TC
62.81 FL62.78 TC
62.79 FL
63.30 TC
62.81 FL
63.31 TC
62.81 FL 63.45 TC
62.96 FL
63.87 TC
63.39 FL 64.12 TC
63.64 FL
64.36 TC
63.90 FL
64.27
64.68
64.50
65.07
63.64 TC
63.18 FL
64.70
64.9164.48
63.32RIM
53.72BOT
18"TP18"TP
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65
65
65
65
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64
64
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63
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63
63
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R=14.00
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S89°25'35"E 149.82'
BUENA
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(63.3 RIM)
(53.7 IE)
EXISTING PCC
CROSS GUTTER
TO REMAIN
EXISTING 14" AC WATER
MAIN PER DWG 159-3
EXISTING 8" VCP SEWER
MAIN PER DWG 118-9
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EXISTING OVERHEAD UTILITY
TO REMAIN
6.
0
'
EXISTING 8" VC
SEWER MAIN PER
DWG 118-9
7.
5
'
REMOVE AND REPLACE
EXISTING PCC CROSS GUTTER
TO NEAREST JOINT
LIMITS OF PROPOSED
GRIND AND OVERLAY 30
.
0
'
55
.
0
'
EXISTING PCC CURB
AND GUTTER TO REMAIN
EXISTING POWER POLE
TO REMAIN
EXISTING POWER POLE
TO REMAIN
5.0'
EXISTING OVERHEAD
UTILITY TO REMAIN
2.0'
1+00 2+00 3+00
40
+
0
0
BUENA VISTA WAY STA. 1+00 =
JEFFERSON ST. STA. 39+58.13
BUENA VISTA WAY
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DR. STA. 1+00.00
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PRIMARY ELECTRICAL
CONDUIT PER SEPARATE
SDGE WORK ORDER
63.75 FS
63.27 FS
63.41 FS
64.0 FS63.77 FS
63.91 FS
9.
7
%
1.
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2.
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PROJECT SITE
SEE DWG 552-6A FOR ONSITE IMPROVEMENTS
APN: 151-251-18 & -19
1
1
10
8 7 6
2
4
3
5
5 5
11
12
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0.7%
63.4 FS 64.45 FS
ROW
ROW
RO
W
EXISTING PED RAMP TO
REMAIN
CL CL
CL
CL
PL64.2 FS63.55 FS
9
EXISTING PCC CURB
AND GUTTER TO
REMAIN
(0.6%)
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°
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5
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5
2
"
E
1
3
7
.
6
8
'
SEE PED RAMP
DETAIL SHEET 4
CL
EXISTING 1.5" GAS MAIN PER
DWG 159-3
EXISTING PCC SIDEWALK
TO REMAIN
4' X 4' WELD HOLE
ST
A
.
1
+
8
8
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0
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2
.
5
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(6
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EXISTING SEWER MH
(67.2 RIM)
(60.5 IE)
REPLACE 14" AC WATER
MAIN WITH 14" PVC WATER
MAIN SEE NOTE THIS SHEET
4.
0
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1
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15
1
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16
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7
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63
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PROPOSED TOP OF CURB DASH DOT REPRESENTS
PROPOSED FLOWLINE62 TC
66 TC
62 TC
66 TC
PROFILE VIEW - BUENA VISTA WAY TC RT
HORIZONTAL SCALE: 1" = 10'; VERTICAL SCALE: 1" = 4'
1+50 2+00 2+50
9
910
0.7%ST
A
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1
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4
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5
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8
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(6
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SH
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(1.1%)
DASHED LINE REPRESENTS
EX. TOP OF CURBEX. TOP OF CURB
ST
A
.
2
+
4
2
.
5
0
IN
S
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L
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6
3
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8
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57
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0
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@
L
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0
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(6
3
.
3
2
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)
1+
5
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.
0
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(6
3
.
5
0
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)
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0
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.
0
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(6
4
.
2
6
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)
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5
0
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0
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(6
4
.
5
2
F
S
)
3+
0
0
.
0
0
(6
5
.
2
6
F
S
)
DASHED LINE REPRESENTS APPROX.
EXISTING GRADE AT CENTERLINE
TOP OF EXISTING 14" AC WATER
MAIN PER DWG 159-3
TOP OF EXISTING 1.5" GAS MAIN
PER DWG 159-3
ST
A
.
2
+
3
0
.
5
0
~
7
.
7
5
'
L
T
CO
N
N
E
C
T
T
O
N
E
W
1
4
"
P
V
C
WA
T
E
R
M
A
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~
6
1
.
0
T
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A
.
2
+
3
5
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5
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~
7
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7
5
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L
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1
4
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7
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7
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1
4
"
P
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T
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M
A
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N
~
6
1
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0
T
P
TOP OF EXISTING 8" VC SEWER
MAIN PER DWG 118-9
(0.4%)
(1.6%)(0.4%)2.0%)
ST
A
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0
+
9
8
.
7
5
~
0
.
8
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T
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.
S
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W
E
R
M
H
(6
3
.
3
R
I
M
)
(5
3
.
7
I
E
)
PROFILE VIEW - BUENA VISTA WAY CL
HORIZONTAL SCALE: 1" = 10'; VERTICAL SCALE: 1" = 4'
1+00 54 CL
58 CL
62 CL
66 CL
70 CL
2 8 7 6
2+00 3+002+501+5054 CL
58 CL
62 CL
66 CL
70 CL
(2.5%)
31.56'
7.89'7.89'7.89'7.89'
Δ/4 Δ/4Δ/4Δ/4
PROPOSED TOP OF CURB
63
.
0
7
T
C
63
.
1
6
T
C
63
.
2
4
T
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0
1
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0.7%
1+00 1+30
PROFILE VIEW - INT. CURB RETURN SOUTH
HORIZONTAL SCALE: 1" = 10'; VERTICAL SCALE: 1" = 4'
62 TC
66 TC
62 TC
66 TC
0.7%
DASHED LINE REPRESENTS
PED RAMP CUT OUT
0.7%
NF
NF
Docusign Envelope ID: F6F4EAEE-BFAF-4149-AEEB-7633014A93AF
5/4/2026
GRAPHIC SCALE: 1" = 10'
0 10'20'30'
J:\ACTIVE JOBS\4138 RINCON JEFFERSON\CIVIL\DRAWING\IMPROVEMENT PLANS
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"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
4
PLSA 4138
BAK
CT 2024-0004
IMP 2025-0013
552-6
JEFFERSON STREET HOMES
PUD 2024-0004
CDP 2024-0021
ALL EXISTING MONUMENTS TO BE
PROTECTED IN PLACE. ANY MONUMENTS
DESTROY DURING CONSTRUCTION SHALL
BE REPLACED BY A LICENSED SURVEYOR
AND PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER
1. 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 VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING
MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY
DISCREPANCIES UPON DISCOVERY.
2. REMOVE EXISTING WATER SERVICES PER CITY OF CARLSBAD STANDARD SPECIFICATION 15000-3.12.A.
REMOVE EXISTING SEWER LATERALS PER CITY OF CARLSBAD STANDARD 15000-3.12A.
3. EXISTING GAS AND ELECTRICAL SERVICE TO BE REMOVED PER SEPARATE SDGE WORK ORDER.
SITE NOTES
EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE.
MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR
WHO SHALL FILE A CORNER RECORD WITH COUNTY IF DISTURBED
OR DESTROYED.
3" AC GRIND AND OVERLAY
SAWCUT EXISTING AC PAVEMENT SEE DETAIL SHEET 4
TRENCH AND RESURFACING W/ AC PAVEMENT PER CITY OF
CARLSBAD GS-26, GS-28
CONSTRUCT 6" PCC CURB AND GUTTER PER SDRSD G-2 SEE DATA
TABLE THIS SHEET
CONSTRUCTION NOTES
CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-7
CONSTRUCT TYPE A PCC PED RAMP PER SDRSD G-27A SEE DETAIL
SHEET 4
INSTALL 4' X 8' TREE WELL BMP WITH 20-FT TREE CANOPY
DIAMETER PER DETAIL SHEET 4
CONSTRUCT PCC CROSS GUTTER PER SDRSD G-12
CONSTRUCT 3" X 3' CURB OUTLET PER SDRSD D-25 TYPE A
INSTALL 3" PVC SIDEWALK UNDER DRAIN PER SDRSD D-27
STREET TREE PER SEPARATE LANDSCAPE PLANS DWG NO. 552-6L
SHOWN FOR REFERENCE ONLY
PAINT CURB RED 20-FT FROM EDGE OF PED RAMP
1
2
3
4
6
7
3
JEFFERSON STREET IMPROVEMENTS
PLAN VIEW - JEFFERSON STREET IMPROVEMENTS
SCALE: 1" =10'
JEFFERSON ST CENTER LINE DATA TABLE
#BEARING / DELTA LENGTH RADIUS
-1 -N 0° 35' 52" W
CURB & GUTTER DATA TABLE
#BEARING / DELTA LENGTH RADIUS
1
REMARKS
6" C&G SDRSD G-27.2'N 0° 35' 52" W -
8
PROPOSED EASEMENT INFORMATION
PROPOSED DEDICATION GRANTED TO THE CITY OF CARLSBAD FOR PUBLIC STREET
AND UTILITY PURPOSES PER MAP.
1
9
JEFFERSON STREET SEWER MAIN UPSIZING:
REFER TO SEPARATE IMPROVEMENT PLAN DWG 552-6B FOR JEFFERSON STREET SEWER
MAIN IMPROVEMENTS BEYOND FRONTAGE.
10
115
CENTERLINE STATIONING NOTE:
CENTERLINE STATIONING PER AS-BUILT DWG 146-8
38+00 39+00
50 CL
46 CL
42 CL
54 CL
58 CL
62 CL
66 CL
50 CL
46 CL
42 CL
54 CL
58 CL
62 CL
66 CL
PROFILE VIEW - JEFFERSON STREET SEWER MAIN
SCALE: 1" =10' HORIZONTAL; 1" = 4' VERTICAL
2 6" C&G SDRSD G-265.1'N 0° 35' 52" W -
39+50
CURB AND SIDEWALK NOTE:
REPLACE PCC CURB, GUTTER AND SIDEWALK TO
NEAREST JOINT PER CITY STANDARDS
12
13
STRIPING NOTE:
EXISTING STREET STRIPING DISTURBED DURING CONSTRUCTION
SHALL BE RE-STRIPED TO MATCH EXISTING STRIPING PATTERN
**PAINT CURB RED 20-FT FROM EDGE OF RAMP
18
"
T
P
6"
T
D
63
.
0
0
63
.
3
5
62
.
9
4
62
.
4
8
62
.
2
6
62
.
8
5
62
.
6
7
64
.
6
3
62
.
7
2
61
.
9
9
T
C
61
.
5
1
F
L
62
.
1
3
T
C
61
.
6
8
F
L
62
.
2
3
T
C
61
.
7
7
F
L
62
.
3
5
T
C
61
.
8
6
F
L
62
.
1
1
T
C
62
.
0
0
F
L
62
.
8
9
T
C
62
.
4
2
F
L
63
.
0
7
T
C
62
.
5
6
F
L
62
.
8
1
T
C
62
.
8
1
F
L
62
.
7
8
T
C
62
.
7
9
F
L
63
.
3
0
T
C
62
.
8
1
F
L
63
.
3
1
T
C
62
.
8
1
F
L
63
.
7
4
63
.
9
7
63
.
3
9
64
.
2
7
64
.
5
0
63
.
1
4
63
.
2
1
62
.
8
7
64
.
1
7
63
.
3
5
63
.
3
2
R
I
M
53
.
7
2
B
O
T
18
"
T
P
6"
T
D
G
S
W W
X X
X
X
X
OE
OE
OE
OE
OE
OE
OE
OE
W W
W
64
64
64
63
63
63 63
63
63
63
63
63
63
63
62
62 62 62
62
62
62
OEOE
OEOE
OEOEOE
OEOE
OEOE
XXXXXXXXXXX
X
X
X
X
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
X
X
X
X
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S G
G
G
G
G G
G
G
G
W
W
W
W
X
X
W
W
W
W
E
E E
E
E
E
E
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
X
X
X
X X
X
X
X
X
SD SD SDSDSDSDSDSD
X
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
N0°35'52"E 137.68'
JEFFERSON STREET EXISTING SEWER MH
(63.3 RIM)
(53.7 IE)
EXISTING PCC CROSS
GUTTER TO REMAIN EXISTING 14" AC WATER
MAIN PER DWG 159-3
EXISTING 8" VCP
SEWER MAIN
PER DWG 118-9
EXISTING 8" VC SEWER
MAIN PER DWG 118-9
REMOVE AND REPLACE
EXISTING PCC CROSS GUTTER
TO NEAREST JOINT EXISTING OVERHEAD
UTILITY TO REMAIN
1+
0
0
38+00 39+00
BUENA VISTA WAY STA. 1+00 =
JEFFERSON ST. STA. 39+58.13
ROW
CL
60
.
0
'
30
.
0
'
30
.
0
'
62.9 FS
EXISTING GUY WIRE AND
ANCHOR TO REMAIN
62.35 FS
62.5 FS
62.25 FS
EXISTING DRIVEWAY
APRON TO BE REMOVED;
REPLACE WITH PCC SDWK
1
1
EXISTING DRY UTILITY
VAULT TO REMAIN
EXISTING PCC CURB
AND GUTTER TO
REMAIN
EXISTING WATER SERVICE
AND METER TO REMAIN
EXISTING WATER
SERVICE TO REMAIN
EXISTING PCC SIDEWALK
TO REMAIN
EXISTING PCC CURB
AND GUTTER TO
REMAIN
6.
0
'
6.
0
'
1
EXISTING 14" AC WATER MAIN
PER DWG 146-8
EXISTING 42" INTERCEPTOR
SEWER MAIN PER DWG 365-2
12
.
0
'
LIMITS OF PROPOSED
GRIND AND OVERLAY
4.
0
'
63.1 FS
L=15.43'
R=14.00
=63.17
CL
CL
ST
A
.
3
8
+
5
6
.
4
6
~
8
.
3
7
'
R
T
EX
I
S
T
I
N
G
W
A
T
E
R
S
E
R
V
I
C
E
A
N
D
ME
T
E
R
T
O
B
E
R
E
M
O
V
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D
S
E
E
NO
T
E
2
T
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I
S
S
H
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T
1
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A
.
3
8
+
2
0
.
0
4
~
1
.
4
2
'
R
T
EX
I
S
T
I
N
G
S
E
W
E
R
L
A
T
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R
A
L
TO
B
E
R
E
M
O
V
E
D
S
E
E
N
O
T
E
2
T
H
I
S
S
H
E
E
T
ST
A
.
3
8
+
5
7
.
2
7
~
2
6
.
5
'
R
T
4'
X
8
'
T
R
E
E
W
E
L
L
B
M
P
W/
2
0
-
F
T
C
A
N
O
P
Y
2
2
8
EXISTING POWER
POLE TO REMAIN
EXISTING OVERHEAD
UTILITIES TO REMAIN
2
1
ST
A
.
3
8
+
7
5
.
0
6
~
2
4
.
0
'
R
T
MA
T
C
H
T
O
E
X
.
C
&
G
(6
2
.
6
6
T
C
)
;
(
6
2
.
1
6
F
L
)
ST
A
.
3
7
+
9
1
.
6
7
~
2
4
.
0
'
R
T
MA
T
C
H
T
O
E
X
.
C
&
G
(6
2
.
1
1
T
C
)
;
(
6
1
.
6
1
F
L
)
2.
0
%
MA
X
.
2.
0
%
MA
X
.
2.
0
%
MA
X
.
(62.2 FS)
EX. MAILBOX TO
BE REMOVED
62.5 FS
62.6 FS
62.75 FS
62.75 FS
62.8 FS
PROJECT SITE
SEE DWG 552-6 FOR ONSITE IMPROVEMENTS
APN: 151-251-18 & -19
ST
A
.
3
7
+
9
3
.
6
7
~
2
4
.
0
'
R
T
IN
S
T
A
L
L
C
U
R
B
O
U
T
L
E
T
61
.
6
5
I
E
O
U
T
/
F
L
63.05 FS
7
6
5
4
4
3
ROW
ROW
BU
E
N
A
VI
S
T
A
W
A
Y
EXISTING PED RAMP TO
REMAIN
55
9
SEE PED RAMP
DETAIL SHEET 4
0.7%(0.7%)0.7%
EX. 8" VC SEWER MAIN PER
DWG 118-9; UPSIZING OF MAIN
TO 12" PVC PER DWG 552-6B
10
ST
A
.
3
8
+
4
8
.
5
2
~
2
4
.
0
'
R
T
SI
D
E
W
A
L
K
U
N
D
E
R
D
R
A
I
N
;
62
.
0
I
E
/
F
L
11
EXISTING PCC CURB
AND GUTTER TO
REMAIN
ABANDONED 12" C.L. STEEL
WATER MAIN PER DWG 146-8
APN: 151-251-20
62.3 FS62.45 FS 62.6 FS
62.35 FS 62.9 FS 1.
7
%
1.
7
%
1.
7
%
1.
7
%
1.
7
%
LIMITS OF
STRUCTURAL SOIL
ST
A
.
3
9
+
2
0
.
4
8
~
2
4
.
0
'
R
T
MA
T
C
H
T
O
E
X
.
C
&
G
(6
2
.
9
6
T
C
)
;
(
6
2
.
4
6
F
L
)
5
63.15 FS
3
5
1
5
REMOVE AND REPLACE
CURB AND GUTTER TO
NEAREST JOINT
PRIMARY ELECTRICAL
CONDUIT PER SEPARATE
SDGE WORK ORDER
ST
A
.
3
9
+
1
6
.
1
0
~
2
4
.
0
'
R
T
IN
S
T
A
L
L
3
"
P
V
C
S
D
W
K
UN
D
E
R
D
R
A
I
N
;
6
2
.
5
I
E
11
3
12
12
1212
**20.0'
13
4
ST
A
.
3
9
+
1
3
.
7
0
~
1
.
2
4
'
R
T
EX
I
S
T
I
N
G
S
E
W
E
R
L
A
T
E
R
A
L
TO
B
E
R
E
M
O
V
E
D
S
E
E
N
O
T
E
2
T
H
I
S
S
H
E
E
T
ABANDONED 27" INTERCEPTOR
SEWER MAIN PER DWG 365-2
ST
A
.
3
9
+
2
0
.
4
8
~
2
4
.
0
'
R
T
PC
R
63
.
0
1
T
C
PROPOSED TOP OF CURB
DASH DOT REPRESENTS
PROPOSED FLOWLINE
62 TC
PROFILE VIEW - JEFFERSON STREET TC RT
HORIZONTAL SCALE: 1" = 10'; VERTICAL SCALE: 1" = 4'
38+50
ST
A
.
3
7
+
9
1
.
6
7
MA
T
C
H
T
O
E
X
.
(6
2
.
1
1
T
C
)
;
(
6
1
.
6
1
F
L
)
ST
A
.
3
8
+
7
5
.
0
6
MA
T
C
H
T
O
E
X
.
(6
2
.
6
6
T
C
)
(6
2
.
1
6
F
L
)
62 TC
66 TC66 TC
39+00
5
5
0.7%
38+00
ST
A
.
3
9
+
0
0
.
0
0
(6
2
.
8
3
T
C
)
ST
A
.
3
9
+
2
0
.
4
8
63
.
0
7
T
C
ST
A
.
3
8
+
0
0
.
0
0
62
.
1
5
T
C
ST
A
.
3
7
+
8
2
.
9
7
62
.
0
6
T
C
37+80
0.7%
(0.7%)
PC
R
PR
O
F
I
L
E
S
H
E
E
T
2
&
SE
E
D
E
T
A
I
L
S
H
T
4
39+20
DASHED LINE REPRESENTS
EX. TOP OF CURB
DASHED LINE REPRESENTS
EX. TOP OF CURB
ST
A
.
3
8
+
3
2
.
7
5
CL
O
F
T
R
E
E
W
E
L
L
B
M
P
61
.
9
5
F
L
8
1.6%
PROPOSED TOP OF CURB
ST
A
.
3
7
+
9
3
.
6
7
CL
O
F
C
U
R
B
O
U
T
L
E
T
(6
1
.
6
5
I
E
O
U
T
/
F
L
)
ST
A
.
3
9
+
1
6
.
1
0
IN
S
T
A
L
L
3
"
S
D
W
K
U
N
D
E
R
DR
A
I
N
;
6
2
.
5
I
E
/
F
L
ST
A
.
3
9
+
1
3
.
2
5
(6
2
.
9
6
T
C
)
10
11
ST
A
.
3
8
+
2
5
.
0
0
62
.
3
3
T
C
ST
A
.
3
8
+
5
0
.
0
0
62
.
5
0
T
C
42" INTERCEPTOR SEWER PER DWG 365-2
(1.18%)
ST
A
.
3
9
+
5
7
.
4
2
~
1
.
2
5
'
R
T
E
X
.
S
E
W
E
R
M
H
(6
3
.
3
R
I
M
)
(5
3
.
7
I
E
)
TOP OF EXISTING 14" AC WATER
MAIN PER DWG 146-8
TOP OF EXISTING 2" GAS
MAIN PER DWG 146-8
DASHED LINE REPRESENTS APPROX.
EXISTING GRADE AT CENTERLINE
EX. 8" VC SEWER MAIN PER DWG
118-9; SEE DWG 552-6B FOR
PROPOSED IMPROVEMENTS
EXISTING 8" VC SEWER
MAIN PER DWG 118-9
38
+
0
0
.
0
0
(6
2
.
2
5
F
S
)
38
+
5
0
.
0
0
(6
2
.
5
7
F
S
)
39
+
0
0
.
0
0
(6
2
.
8
6
F
S
)
39
+
5
0
.
0
0
(6
3
.
2
7
F
S
)
3
(0.6%)(04%)
(0.7%)
ST
A
.
3
8
+
5
6
.
4
6
~
8
.
3
7
'
R
T
EX
.
W
A
T
E
R
S
E
R
V
I
C
E
T
O
B
E
RE
M
O
V
E
D
S
E
E
S
I
T
E
N
O
T
E
2
T
H
I
S
S
H
E
E
T
(0.4%)
(0.4%)
ST
A
.
3
8
+
2
0
.
0
4
~
1
.
4
2
'
R
T
EX
.
S
E
W
E
R
L
A
T
E
R
A
L
T
O
B
E
RE
M
O
V
E
D
S
E
E
S
I
T
E
N
O
T
E
2
TH
I
S
S
H
E
E
T
;
(
5
3
.
1
5
I
E
@
M
A
I
N
)
ST
A
.
3
9
+
1
3
.
7
0
~
1
.
2
4
'
L
T
EX
.
S
E
W
E
R
L
A
T
E
R
A
L
T
O
B
E
RE
M
O
V
E
D
S
E
E
S
I
T
E
N
O
T
E
2
TH
I
S
S
H
E
E
T
;
(
5
3
.
5
5
I
E
@
M
A
I
N
)
NF
NF
Docusign Envelope ID: F6F4EAEE-BFAF-4149-AEEB-7633014A93AF
5/4/2026
G G G G G G G G G G
E
E
E
E
E
E
E
E
E
E
E
E E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
G
G
G
G
G
G
G
G
G
G
G
63.25 TC
62.75 FL
MATCH TO EX.
(63.63 FL)
62.68 FS62.64 FS
63.18 FS
63.14 FS
62.95 FS
62.91 FS 4.0'
4.0'
L=15.43'
R=14.00
=63.17
63.20 FS
63.24 FS
1.5%
1.0%
7.7%
7.0%
0.8%
1.0%
0.9
%
6.1
'
7.3
%
8.2'
63.31 TC
62.80 FL
PCR
63.08 TC
62.58 FL
63.1 FS
63.01 TC
62.51 FL
PCR
1.9%
63.40 FS
1.
7
%
1.7%
1.3%
1.4%
MATCH TO EX.
(62.7 FS)
MATCH TO EX.
(63.7 FS)
PROPOSED PRIMARY ELECTRICAL
CONDUIT PER SEPARATE SDGE
WORK ORDER
EX. PROPERTY LINE
ULT. PROPERTY LINE
BUENA VISTA WAY
JE
F
F
E
R
S
O
N
S
T
R
E
E
T
PROJECT SITE
SEE DWG 552-6A FOR ONSITE IMPROVEMENTS
0.7%
0.
7
%
EX. 1.5" GAS MAIN
PER DWG 159-3
EX. PCC CROSS GUTTER
TO REMAIN
EX. OVERHEAD ELEC.
UTILITIES TO REMAIN
1
2
3
3
12.0'
6.0'6.0'
6.5'
6.
0
'
7.
5
'
1.
5
'
LA
LA
1
1
2
3
4
5
6.5'
0.9%
62.76 FL
62.71 FL
62.59 FL
62.62 FS 62.66 FS
62.61 FL 1.2%
0.7%
0.5
%
0.5
%
GU
T
T
E
R
L
I
N
E
SA
W
C
U
T
L
I
N
E
3.0' MIN
2.0' MIN
*STRUCTURAL SECTION TO BE
VERIFIED BY PROJECT GEOTECH
ENGINEER BASED ON FIELD
TESTED R-VALUE
6"
6" PCC CURB & GUTTER
PER SDRSD G-2
*STRUCTURAL SECTION 4" AC
OVER 6" CLASS II AB OVER NATIVE
SUBGRADE COMPACTED TO 95%
REL. COMP.
COLD PLAN AND OVERLAY (3" MIN.
DEPTH) TO PROVIDE SMOOTH
TRANSITION
EXISTING AC PAVEMENT
B B
A
A
4.0' CLEAR MIN
PCC CURB &
GUTTER (SIZE
PER PLAN)
PCC CURB &
GUTTER (SIZE
PER PLAN)
5" WIDE CURB CUT
CENTERED ON TREE
WELL (SEE DETAIL D-D)
SPLASH PAD
PER GS-5.06
20' DIAMETER CANOPY STREET
TREE WITH 628 CF MIN
STRUCTURAL SOIL
LIMITS OF 30 MIL PLASTIC
IMPERMEABLE LINER ALONG
SIDES OF STRUCTURAL SOIL
6" THICK, 18" DEEPENED
EDGE SIDEWALK TREATMENT,
SEE SECTION B-B BELOW
TREE WELL GRATE COVER 4' X 8'
CONSTRUCT CONTIGUOUS
PCC SIDEWALK
LIMITS OF STRUCTURAL SOIL
BELOW (3.5 DEEP X 8' X 22.5')
3" PVC SIDEWALK UNDER
DRAIN
4" ATRIUM GRATE; CONNECT
TO SIDEWALK UNDER DRAIN
3" PVC 90° BEND
1.
5
5
'
1.
0
'
1.
0
'
C C
D
D
3.
5
5
0
'
G
U
T
T
E
R
D
E
P
R
E
S
S
I
O
N
9" x 30" x 12" DEEP TYPE 1
SPLASH PAD PER SDC DS
GS-5.06 (NO. 2 COARSE
AGGREGATE ROCK)
R=6"
(TYP.)
6" PCC C&G PER
SDRSD G-02GUTTER LIP
5" CURB CUT OPENING CENTERED
AT TREE WELL
GUTTER LIP
6" PCC C&G PER
SDRSD G-02
LIMITS OF 9" X
30" TREE GRATE
SUPPORT
STREET FLOW
COMPACTED
SUBGRADE
8.0' LIMITS OF STRUCTURAL SOIL
UNCOMPACTED SUBGRADE
8"
4.0' TREE GRATE FRAME
3"
PL
12.0'
COMPACTED
SUBGRADE
6" PCC C&G
PER SDRSD G-2
ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTIC
IMPERMEABLE LINER
42" DEEP STRUCTURAL
SOIL; STRUCTURAL PER
A-1 STRUCTURAL SOIL
OR APPROVED EQUAL
DEEP ROOT TREE
BUBBLER PER
SDRSD DWG I-4
3" MIN MULCH
LAYER
3" OPENING FOR
DRAINAGE
30 MIL PLASTIC
IMPERMEABLE LINER
SPLASH
PAD PER SDC GS
DS GS-5.06
PCC SIDEWALK PER
SDRSD G-7
4" X 8" SMOOTH DOWELS
@ 18" OC, GREASED ON
ONE END, TYP. ALL SIDES
PER SDC GS DS GS-1.00
#4 @ 18" O.C. BOTH WAYS
PER SDC GS DS GS 1-.00
CURB CUT PER
DETAIL THIS
SHEET
4' X 8' COHO TREE GATE FRAME BY
URBAN ACCESSORIES; INSTALL
GRATE PER MANUFACTER'S
SPECIFICATIONS
6" SAND
FILTER LAYER
ROOT BARRIER
PER SDRSD L-6
9" X 30" TREE
GRATE SUPPORT
ADJACENT
LANDSCAPED AREA
6"
3" ATRIUM GRATE; OUTLET
DOWNSTREAM THROUGH
SIDEWALK UNDERDRAIN
ROOT
BALL
22.5'
UNCOMPACTED SUBGRADE
8"
9.0'
8.0' TREE GRATE FRAME
3"
6" SAND FILTER
LAYER
ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTIC
IMPERMEABLE LINER
42" DEEP STRUCTURAL
SOIL; STRUCTURAL PER
A-1 STRUCTURAL SOIL OR
APPROVED EQUAL
DEEP ROOT TREE
BUBBLER PER
SDRSD DWG I-4
30 MIL PLASTIC
IMPERMEABLE LINER
REMOVE AND REPLACE EXISTING
SIDEWALK AS NECESSARY
ROOT BARRIER
PER SDRSD L-6
3" MULCH
9" X 30" TREE
GRATE SUPPORT
4" X 8 SMOOTH DOWELS
@ 18" OC, GREASED ON
ONE END, TYP. ALL SIDES
PER SDC GS DS GS-1.02
#4 @ 18" O.C. BOTH WAYS
PER SDC GS DS GS-1.02
INSTALL 30 MIL PLASTIC IMPERMEABLE
LINER WHERE CONCRETE IS POURED OVER
ENGINEERED SOIL (TYP.)
4' X 8' COHO TREE GATE FRAME BY URBAN
ACCESSORIES IRON TREE GRATE FRAME W/
MATTE BLACK FINISH; INSTALL GRATE PER
MANUFACTER'S SPECIFICATIONS
STREET FLOW
COMPACTED
SUBGRADE
12"
12"
6" PCC C&G PER
SDRSD G-2
CURB CUT PER
DETAIL THIS
SHEET
30 MIL PLASTIC
IMPERMEABLE LINER
AND ROOT BARRIER
9" X 30" PCC TREE
GRATE SUPPORT PER
SDRSD L-4
SPLASH PAD PER
GS-5.06
3.42'
*0.42 CURB
CUT
OPENING1.0'1.0'
7"1"
1.42'
*REPLACE CURB TO
NEAREST JOINT
TOP OF 6"
PCC C&G
TOP OF 6"
PCC C&G
FLOWLINE
(PER PLAN)
FLOWLINE
(PER PLAN)1" GUTTER
DEPRESSION @
TREE WELL1" VERTICAL GUTTER
TRANSITION OVER 1'
HORIZONTAL
3" PVC SIDEWALK
UNDER DRAIN
CL
55.0'
30.0'25.0'
7.7'
EX. SDWLK
14.3'
TRAVEL LANE
9.5'
TRAVEL LANE
6.0'
SDWK
R/W R/W
8.0'
PARALLEL
PARKING
8.0'
PARALLEL
PARKING
(2.0%)(2.0%)2.0%(2.0%)
1.5'
LA
PROPOSED 4" PCC
CONCRETE SIDEWALK
PROPOSED 6" PCC CURB
AND GUTTER
PROPOSED AC
PAVEMENT SAWCUT PER
DETAIL THIS SHEET
EX 8" VCP SEWER MAIN
PER DWG 118-9
EX. 14" AC WATER MAIN
PER DWG 159-3
EX 1.5" HP GAS MAIN PER
DWG 159-3
EX PCC CONCRETE
SIDEWALK
EX CURB AND GUTTER
EX A.C. PAVING AND
SUBGRADE
CL
NORTH
R/W
EX.
ROW60.0'
30.0'36.0'
6.0'
PKWY
16.0'
TRAVEL LANE
16.0'
TRAVEL LANE
6.0'
EX.
SDWLK
8.0'
PARALLEL
PARKING
8.0'
PARALLEL
PARKING
(2.0%)(2.0%)(2.0%)2.0%
ULT
PL
6.0'
DEDICATION
FOR PUB.
STREET &
UTILITY
PRURPOSES
6.5'
SDWK
PROPOSED 4" PCC
CONCRETE SIDEWALK
PROPOSED 4" PCC
CONCRETE SIDEWALK
AC PAVEMENT SAWCUT
PER DETAIL THIS SHEET
EX PCC CONCRETE
SIDEWALK
EX CURB AND GUTTER
EX. 2" GAS MAIN
EX A.C. PAVING AND
SUBGRADE
EXISTING 42" INTERCEPTOR
SEWER MAIN PER DWG 365-2
EXISTING 14" AC WATER MAIN
PER DWG 146-8
ABANDONED 12" C.L STEEL
MAIN PER DWG 146-8
12" PVC SEWER MAIN
PER DWG 552-6B
1
1
GRAPHIC SCALE: 1" = 4'
0 4'8'12'
J:\ACTIVE JOBS\4138 RINCON JEFFERSON\CIVIL\DRAWING\IMPROVEMENT PLANS
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-
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1
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S
A
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D
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U
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,
S
A
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D
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9
2
1
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0
PH
:
(
8
5
8
)
2
5
9
-
8
2
1
2
F
A
X
:
(
8
5
8
)
2
5
9
-
4
8
1
2
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
4
PLSA 4138
BAK
CT 2024-0004
IMP 2025-0013
552-6
JEFFERSON STREET HOMES
PUD 2024-0004
CDP 2024-0021
TYPICAL DETAIL - AC PAVEMENT SAWCUT
NOT TO SCALE
PLAN VIEW - CURB CUT @ TREE WELL (BMP 14)
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
PLAN VIEW - CURB CUT @ TREE WELL SDC
GS DS GS-5.01 (BMP 14)
NOT TO SCALE
SECTION C-C CURB CUT @ TREE WELL SDC GS
DS GS-5.01 (BMP 14)
NOT TO SCALE
SECTION D-D CURB CUT @ TREE WELL SDC GS
DS GS-5.01 (BMP 14)
SECTION A-A TREE WELL W/ GRATE MODIFIED
SDC GS 1.02 (LARGE TREE WELL - BMP 14)
SECTION B-B TREE WELL W/ GRATE MODIFIED
SDC GS 1.02 (LARGE TREE WELL - BMP 14)
NOT TO SCALE
TREE WELL BMP TO BE MAINTAINED
BY JEFFERSON STREET HOMES HOA
DETAIL - PED RAMP
SCALE: 1" =4'
PROPOSED EASEMENT INFORMATION
PROPOSED DEDICATION GRANTED TO THE CITY OF CARLSBAD FOR
PUBLIC STREET AND UTILITY PURPOSES.
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CONSTRUCT TYPE A PCC PED RAMP PER SDRSD G-27A
REMOVE AND REPLACE EXISTING PCC CROSS GUTTER
TO NEAREST JOINT; CONSTRUCT PCC CROSS GUTTER
PER SDRSD G-12
CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-7
CONSTRUCTION NOTES
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2
3
4
DETAILS
TYPICAL STREET SECTION - BUENA VISTA WAY
NOT TO SCALE
TYPICAL STREET SECTION - JEFFERSON STREET
NOT TO SCALE
CURB & GUTTER DATA TABLE
#BEARING / DELTA LENGTH RADIUS
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REMARKS
6" C&G SDRSD G-27.53'Δ = 21° 33' 58"20.0'
2 0" TO 6" C&G TRANSITION6.11'
3 0" FLUSH CURB4.13'
4 8.23'
5 6" C&G SDRSD G-25.39'
0" TO 6" C&G TRANSITION
Δ = 17° 30' 26"
Δ = 11° 50' 22"
Δ = 23° 33' 44"
Δ = 15° 26' 35"
20.0'
20.0'
20.0'
20.0'
NF
NF
Docusign Envelope ID: F6F4EAEE-BFAF-4149-AEEB-7633014A93AF
5/4/2026