HomeMy WebLinkAboutDWG 550-1; PUD 2024-0002; CHERRY BEACH HOMES; 01-03SITEACA
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J:\ACTIVE JOBS\4099 RINCON-CARLSBAD-CHERRY AVE\CIVIL\DRAWING\IMPROVEMENT PLANS
1 3
TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO.FREQUENCY
MAINTENANCE MAINTENANCE
STORMWATER REQUIREMENTS THAT APPLY:
STANDARD STORMWATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
YES
NO
EXEMPT FROM
YES
NO
EXEMPT FROM
TRASH CAPTURE?HYDROMODIFICATION?
TRASH CAPTURE
DWG _____
HOA 3 AS NEEDEDREM TRITON
TDAM 5(12)
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.:
BRYAN KNAPP, PE
86542
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.
DATE:
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM
INFORMATION GATHERED ON: OCTOBER 27, 2023
BY: PASCO, LARET, SUITER & ASSOCIATES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 204-231-05-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 362 E 1665
ADDRESS: 180 CHERRY AVENUE, CARLSBAD, CA 92008
DESCRIPTION:
LOCATION:
RECORDED:
ELEVATION:DATUM:
NAME:
ADDRESS:
PHONE NO.:
NGVD 29
1 TITLE SHEET / NOTES
2 GARFILED STREET IMPROVEMENT PLAN / DETAILS
3 CHERRY AVENUE IMPROVEMENT PLAN AND PROFILE
26.52'
THE SOUTHEAST CORNER OF A VAULT ADJACENT TO THE NORTHEAST
CORNER OF THE NORTHBOUND COAST HIGHWAY 101 BRIDGE OVER THE AGUA
HEDIONDA LAGOON 0.1 MI SOUTH OF TAMARACK AVENUE, 38 FT EAST OF THE
EDGE OF PAVEMENT BY A SINGLE PARKING SPACE FOR THE FACILITY, BASED
ON POINT NUMBER 141, AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD
OF SURVEY 17271.
BC= BOTTOM OF CURB
BS= BOTTOM OF STAIR
BW= BOTTOM OF WALL
FS = FINISHED SURFACE
FG = FINISHED GRADE
FF = FINISHED FLOOR ELEVATION
PER ARCHITECT
FL = FLOWLINE
FS = FINISHED SURFACE
GF = FACE OF GARAGE ELEVATION
IE = INVERT ELEVATION
TC = TOP OF CURB
TG = TOP OF GRATE
TW = TOP OF WALL
TS= TOP OF STAIR
T.CAP. = TRASH CAPTURE
FINAL MAP 1777
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL
GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT
LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND
REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS,
SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
180 CHERRY AVENUE
CARLSBAD CA 92008
APN 205-231-05-00
5315 AVENIDA ENCINAS, SUITE
200 CARLSBAD, CA 92008
DWG 118-9
DWG 491-6A
DWG 505-9A
DWG 530-4A
DWG 538-2A
DWG 937-3
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO 7531 DATED DEC. 4, 2024
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY: GEO TEK, INC.
JOB NO.: 3970-SD, DATED 03/13/2024 , WITH 2 SUPPLEMENTAL
LETTERS DATED 08/06/2024 & 2/3/2025.
7. THE 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)
(SEE TIER 2 SWPPP DWG 550-1A) PREPARED BY:
___________, WDID NO. _____________
11. STORM WATER QUALITY MANAGEMENT PLAN (TRASH
CAPTURE) PREPARED BY: ___________ DATED: __________,
REVISED: __________
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION
BMP CONSTRUCTION HANDBOOK AND CALTRANS
CONSTRUCTION SITE BMP MANUAL
N/A
2-1/2 INCH BRASS DISK
(949) 637-3254
THE LAND REFERED TO HEREIN BELOW IS SITUATED IN THE CITY OF CARLSBAD, IN THE
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
LOT E IN BLOCK 1 OF PALISADES HEIGHTS, IN THE CITY OF CARLSBAD, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1777, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 11, 1924.
(MORE FULLY DESCRIBED IN GRANT DEED RECORDED JUNE 3, 2003 AS DOCUMENT NO.
2003-0654626, IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER, O.R.)
2002
RREG INVESTMENTS SERIES, LLC SERIES IO46,
A DELAWARE LIMITED LIABILITY COMPANY
4/24/2025
*AS MODIFIED BY CITY OF
CARLSBAD STANDARDS
** TO BE VERIFIED BY THE
R-VALUE TEST
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.
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 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.
22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
23. 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 TO
THE 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 OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
20. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
21. 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
REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S
STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANY EXCEPTIONS SHALL
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE
THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3.
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
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).
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.
EXCAVATION.
COX COMMUNICATIONS
8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY
ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS).
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.
811
(800)411-7343
(619)237-2787
(800)227-2600
(760)434-2980
(760)438-2722
(619)262-1122
RATING GUIDE.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS
PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED - TELEPHONE NO. (760)438-3891.
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.
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION
24. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
OF THE CITY ENGINEER.
13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE
REQUIRED.
14. NO CUTTING 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 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.
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 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 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
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.
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.
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM+I MINIMUM 2 WEEKS PRIOR TO ANY SCHEDULED WATER SHUT DOWN
BLASTING PROGRAM AND BLASTING PERMIT.
16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
N/A
N/A
SEPT. 2024
PLSA
N/A
PLOT DATE: 5/27/2025
PLSA 4099
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
CHERRY BEACH HOMES
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PUD 2024-0002 550-1
IMP. 2024-0011
N.T.S.PROPERTY BOUNDARY
CENTERLINE OF ROAD
ADJACENT PROPERTY LINE
PUBLIC RIGHT-OF-WAY
SETBACK LINE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
PROPOSED DIRECTION OF FLOW
PROPOSED SAWCUT OF EXISTING
PAVEMENT
PROPOSED 4" PCC SIDEWALK PAVEMENT
PROPOSED TRENCH RESURFACING
3" ASPHALT GRIND & OVERLAY
EXISTING FENCE
EXISTING WATER MAIN (SIZE PER PLAN)
EXISTING SEWER MAIN (SIZE PER PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
PROPOSED 1" DOMESTIC WATER SERVICE
WITH FIRE SPRINKLER SYSTEM; 1" METER
AND 1" BACKFLOW DEVICE
PROPOSED 6" PRIVATE PVC SEWER
MAIN WITH CLEANOUT
PROPOSED 4" PRIVATE PVC SEWER
LATERAL
PROPOSED PCC DRIVEWAY APRON
X X
W W
S S
G G
W
S S
S S
S
S S
W
CITY OF CARLSBAD
GS-26, GS-28
CMWD W-5
CITY OF
CARLSBAD S-6
SDRSD G-14D*
(WIDTH PER PLAN)
3 EA
EA
60 LF
390 SF
285 SF
445 LF
4,105 SF
LF
NAME:
ADDRESS:
PHONE NO.:
5315 AVENIDA ENCINAS, SUITE
200 CARLSBAD, CA 92008
(949) 637-3254
RINCON REAL ESTATE GROUP
CONTACT : KEVIN DUNN
CITY OF
CARLSBAD S-7
PROPOSED PCC PED RAMP SDRSD G-27A 1 EA
PROPOSED 3" PVC SIDEWALK SDRSD D-27 2 EA
UNDERDRAIN
4" AC / 6" AB **405 SF
550-1A
(WIDTH PER PLAN)
PLSA
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 (LATEST VERSION), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST
VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR HIS
REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK
AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE
REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE
SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS
WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION,
IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE TRANSPORTATION
DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. 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 METRIC STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION
UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE
THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (LATEST VERSION) 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 (LATEST VERSION) 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 THE CITY OF
CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR
EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE
MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12"
---------------------
3
PROPOSED PCC CURB & GUTTER
PROPOSED SAWCUT OF EXISTING
PAVEMENT
PROPOSED 4" PCC SIDEWALK PAVEMENT
(WIDTH PER PLAN)
(SIZE PER PLAN)
SDRSD G-2* &
DETAIL SHT 2
SDRSD G-7*
185 LF
215
GENERAL NOTES STREET NOTES SIGNING AND STRIPING NOTES
SEWER NOTES
WATER NOTES
DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-3)
SOURCE OF TOPOGRAPHY
PROJECT LOCATION
BENCH MARK
~
•
'
PROJECT ADDRESS ABBREVIATION LEGEND
REFERENCE DRAWINGS
INDEX OF SHEETS
DEVELOPER
LEGAL DESCRIPTION
WORK TO BE DONE
DESCRIPTION
LEGEND
STD. SYMBOL QUANTITY --------
----64 --------64 ----
I I I
I I
. '
-------o----0
---.o
---0
PLSA -------------------t l)J~
PLSAENGINEERING.COM
t----+--+---------------,t----+---+-----+----1 ~ 11 CITY OF CARLSBAD I LJ
t----+--+----------------+----+--t----+------t IMPROVEMENT PLANS FOR:
111LE SHEET
APPROVED: JASON S. GELDERT
t----+--+----------------+----+--t----+-----1 ::;;EN:;:;:Gl;:;N::;EE;;:Rl;::N::::G::::M::::AN:::A:::GER=:';:::::::R:::CE::::6::::3:::9::::12::::::::::EXP:::::l::::RES:::::::9=/::::3:;o:::/:2:::6::::::::::::D:::A:::lE::::::
OWN BY: ---1 PRO.ECT NO. I DRAWING NO. CHKD BY: __ DA 1E INITIAL DA 1E INITIAL DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APf'ftOVAL RVWD BY: . NF
NF
Docusign Envelope ID: 89B44AEA-3553-4C16-9DBE-84E189EC8BFA
7/9/2025
NOTE: UTILITIES ARE KNOWN TO EXIST IN THE AREA. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE WORK SITE.
EXISTING UTILITIES ARE SHOWN PER AVAILABLE RECORD
INFORMATION. CONTRACTOR TO VERIFY SIZE, DEPTH,
LOCATION, AND MATERIAL PRIOR TO CONSTRUCTION.
J:\ACTIVE JOBS\4099 RINCON-CARLSBAD-CHERRY AVE\CIVIL\DRAWING\IMPROVEMENT PLANS PLSA 4099
PLAN VIEW - GARFIELD STREET IMPROVEMENT PLAN
SCALE: 1" = 10' HORIZONTAL
SITE NOTES
1. EXISTING SURVEY MONUMENTS THAT ARE DISTURBED OR DESTROYED DURING CONSTRUCTION
SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OF SURVEY
SHALL BE FILED WITH THE COUNTY.
2. ALL UTILITIES SHOWN HEREON ARE PER BEST AVAILABLE RECORDS. CONTRACTOR SHALL
POTHOLE TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD UPON DISCOVERY OF ANY
DISCREPANCIES.
3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY
SHALL BE PROTECTED IN-PLACE DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION
OF THE LAND DEVELOPMENT ENGINEERING DIVISION.
4. REMOVE AND REPLACE CURB, GUTTER AND SIDEWALK TO NEAREST JOINT.
EX. SEWER LATERAL NOTE:
EXISTING SEWER LATERALS TO BE REMOVED
PER CITY OF CARLSBAD STANDARD 15000-3.12A
STORM WATER REQUIREMENTS NOTES
THE PROPOSED PROJECT WILL COMPLY WITH ALL THE REQUIREMENTS OF
CURRENT CITY OF CARLSBAD STORM WATER STANDARDS AND THE REGIONAL
MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) PERMIT. THE PROPOSED
PROJECT PROPOSES NEW AND / OR REMOVAL AND REPLACEMENT OF LESS THAN
5,000 SF OF IMPERVIOUS AREA AND WILL THUS BE CONSIDERED A STANDARD
DEVELOPMENT PROJECT FOR STORM WATER PURPOSES.
STREET CENTERLINE DATA TABLE - GARFIELD STREET
NO BEARING/DELTA LENGTH RADIUS COMMENTS
1 C PUBLIC ROADL--N 34°02'01" E --
UTILITY NOTE:
ABANDON EXISTING WATER SERVICE PER CITY OF
CARLSBAD STANDARD SPECIFICATION 15000-3.12 B.6 & 7.
CORPORATION STOP TO BE CLOSED AND WATER SERVICE
PIPING TO BE DISCONNECTED FROM THE MAIN. METER
BOX, CURB STOP, AND SERVICE PIPING TO BE REMOVED
MINIMUM 24" BELOW FINISHED GRADE.
2 3
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
CHERRY BEACH HOMES
BAK
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PUD 2024-0002 550-1
IMP. 2024-0011
GRAPHIC SCALE: 1" = 10'
0 20 40 60
TYPICAL SECTION - GARFIELD STREET
NOT TO SCALE
TYPICAL DETAIL - SAWCUT AC PAVEMENT
NOT TO SCALE
DETAIL - PROPOSED 'TYPE A' PCC PED RAMP
SCALE: 1" = 3' HORIZONTAL
SEE SHEET 3 FOR CHERRY AVENUE IMPROVEMENTS
CONSTRUCTION NOTES
1
3
2
10
11
125
4
6
8
9
13
INSTALL 1" (DOMESTIC WITH FIRE SPRINKLER) WATER
SERVICE. METER AND BACKFLOW PER CITY OF CARLSBAD
W-5; INSTALL PVC SLEEVE BETWEEN METER AND BACKFLOW
INSTALL 60 LF 6" PVC SEWER MAIN EXTENSION @ 7.0%;
CONNECT TO EXISTING CO AND 6" VCP SEWER MAIN W/
TRANSITION COUPLING
3" GRIND AND OVERLAY
CONSTRUCT TYPE A PCC PED RAMP PER SDRSD G-27A; SEE
DETAIL THIS SHEET
INSTALL SEWER CLEANOUT PER CITY OF CARLSBAD STD
DWG S-6
CALTRANS 150-FT SIGHT DISTANCE VIEW CORRIDOR PER
CALTRANS HIGHWAY DESIGN MANUAL
AC PAVEMENT SAWCUT PER DETAIL THIS SHEET
EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN
PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED
LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH
THE COUNTY IF DISTURBED OR DESTROYED.
CONSTRUCT 8" PCC CURB & GUTTER PER MODIFIED SDRSD
G-02 SEE DETAIL THIS SHEET
TRENCH RESURFACING OF AC PAVEMENT PER CITY OF
CARLSBAD STANDARD GS-26, GS-28
CONSTRUCT PCC DRIVEWAY APRON PER SDRSD G-14B AND
CITY OF CARLSBAD GS-12
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07 SEE
NOTE 4 THIS SHEET
INSTALL 2 X 3" PVC SIDEWALK UNDERDRAIN PER SDRSD D-27
INSTALL 4" PVC SEWER LATERAL PER CITY OF CARLSBAD S-7
W/ CLEANOUT AT PROPERTY LINE 14
EXISTING TREES TO REMAIN
UNLESS OTHERWISE NOTED
GARFIELD STREET IMPROVEMENT PLAN / DETAILS
LINE LENGTH DELTA/BEARING
16.50' Δ = 90°01'15"
RADIUS
10.5'
CURB DATA TABLE - CHERRY AVENUE
1
7
60 TC
56 TC
12+50 13+00
PROFILE VIEW - TOP OF CURB RIGHT
SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL
60 TC
56 TC
PROFILE VIEW - CURB RETURN
SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL
60 TC
56 TC
60 TC
56 TC
1+00 1+20
REMARKS
C&G PER SDRSD G-2
TYPICAL DETAIL - 8" PCC CURB & GUTTER
NOT TO SCALE
CONTRACTOR TO ENSURE CROSS
SLOPE FROM AC PAVEMENT SAW
CUT NOT TO EXCEED 4.5%
SEWER LATERAL DATA TABLE - 4" PUBLIC SEWER LATERAL
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)PAD EL. (FT)UPSTREAM
C/O RIM EL.
BACKWATER
VALVE REQ'D
13+02.93 50.25'51.45 IE1.20'51.430.5'61.05 NO8.75'2.0%60.8'
64 TC64 TC
13+10
X
X X X X X
X
X
X
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OEOEOEOEOEOEOEOEOEOEOE
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60
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18
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30
'
60
'
30
'
18
'
12
'
GARFIELD
STREET 1
1
1
EX. STREET TREE
TO REMAIN
EX. 8" ACP WATER MAIN
PER DWG 538-2
5.
0
'
6.
0
'
2.
0
%
2.
0
%
9.
7
%
9.
7
%
CH
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AV
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EX. STREET TREES
TO REMAIN
PROP. LIMITS OF
GRIND AND OVERLAY
ST
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1
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+
7
7
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1
4
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.
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1
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EX. 8" VC SEWER MAIN
PER DWG 118-9EX. DRY UTILITY
CABINET TO REMAIN
EX. DRY UTILITY
CABINET TO REMAIN
FS 60.09FS 60.05
FS 60.55 FS 60.6
FS 60.6FS 60.6
3
3
16.0'
(FS 60.5)
13
13
3+
0
0
3+
3
1
12+50 13+00 13+50
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C/L OF PROP. TYPE A
PCC PED RAMP
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PROJECT SITE
(SEE DWG 550-1A FOR ONSITE IMPROVEMENTS)
1
11
P
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1
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B
A
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14
14
5
EX. OVERHEAD
UTILITY TO REMAIN
EX. POWER POLE TO
REMAIN
EX. OVERHEAD
UTILITY TO REMAIN
DETAIL A
THIS SHEET
0.2%
S34°02'01"E 60.01'
S5
5
°
5
9
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1
3
"
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1
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APN: 204-231-04
BLOCK 1 LOT D
MAP 1777
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HOLES
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60.52 FS
CHERRY AVE
STA. 3+01.06 ~18.0' LT
60.31 TC
59.64 FL
8.
0
%
1.
5
%
60.48 FS
GRARFIELD ST. PCR
STA 13+10.33 ~17.75' LT
60.46 TC
59.96 FL
0.75%
0.75%
8.7%
1.4%
MATCH TO EX.
(60.61 FS)
(1.
0
%
)
1.1%MATCH TO EX.
(60.56 FS)
60.57 FS
60.54 FS
59.88 TC
59.88 FL
59.91 TC
59.91 FL
2.4%
MATCH TO EX.
(60.41 FS)
MATCH TO EX.
(60.51 FS)(1.
2
%
)
(1.
2
%
)
1
1
0.2%
1.0
%
GAR
F
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6'
1'
12'
1.
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5'
6'
12
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5
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1.
0
%
0.2%
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(2.0
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11
5
5
14
LA
LA
EX. PCC SIDE WALK TO
REMAIN EX. PCC SIDE WALK TO
REMAIN
EX. PCC CURB AND
GUTTER TO REMAIN
S5
5
°
5
9
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1
3
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W
1
2
9
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9
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°
0
2
'
0
1
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E
60.0
1
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5.9'
6.4'
1
(59.86 FS)
PROP. PCC CURB AND
GUTTER SEE SHEET 3
0.
9
%
1.
0
%
7.
5
'
4.
0
'
60.52 FS0.75%
CHERRY AVE
STA. 3+02.82 ~18.0' LT
PCR
60.33 TC
59.66 FL
60.45 FS
59.95 FS
59.92 FS
(59.98 FS)
(60.02 FS)
TRANSITION GUTTER
CROSS SLOPE
TRANSITION GUTTER
CROSS SLOPE
4.0'
4.
0
'
(60.02 FS)
60.08 FS
59.78 FS2.2'
4.
0
'
4' X 4' PAD LANDING; SLOPE
NOT TO EXCEED 2.0%
2
60
4.0'
RIM 60.8
IE 52.05
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*STRUCTURAL SECTION
4" AC OVER 6" CLASS II AB
OVER NATIVE SUBGRADE
COMPACTED TO 95% REL. COMP.EXTEND BASE
6" BEHIND CURB
2.0' MIN
3.0' MIN
6"
A
B
EXISTING AC PAVEMENT
COLD PLAN AND OVERLAY
(2" MIN. DEPTH) TO PROVIDE
SMOOTH TRANSITION
6"
*TO BE VERIFIED BY PROJECT
GEOTECHNICAL ENGINEER
BASED ON FIELD TESTED
R-VALUE
ROW
EXISTING PCC 5'
WIDE SIDEWALK
VARIES
EXISTING 6" PCC
CURB
EXISTING 6" ACP WATER MAIN
TO REMAIN PER DWG 88-105
EXISTING PCC CURB AND
SIDEWALK TO REMAIN
EXISTING 8" VC SEWER MAIN
TO REMAIN PER DWG 118-9
VARIES VARIESVARIES
60.0'
30.0' 30.0'
12.0' 36.0' 12.0'
18.0' ± TO TC 18.0' ± TO TC
SAWCUT EXISTING AC
PAVEMENT PER DETAIL THIS
SHEET
CL PL
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4
SOLID LINE REPRESENT
PROPOSED TOP OF CURB
DASHED LINE
REPRESENTS EXISTING
TOP OF CURB
S
T
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1
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6
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0
4
60
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4
9
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Δ=16.50'
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4.13'
Δ/4
4.13'
Δ/4
4.13'
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3
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DASHED LINE REPRESENTS
PED RAMP CUT OUT
7"
6"
1
4
6"
R=1/2"
R=1/2"
R=1"
0.5"
24"
8"2" WEAKENED PLANE JOINT
1.5"
NOTES:
1. CONCRETE SHALL BE 560-C-3250
2. SEE SDRSD G-9 & G-10 FOR JOINT DETAILS
3. SLOPE TOP OF CURB AT 2% MAX TOWARDS GUTTER
---------------------
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PLSA1----------i l)J~----
PLSAENGINEERING.COM
Lc==±==t=================+===l==t===t==3~11 c1TY oF CARLSBAD ILJ
E==±==t=================+===l===t===r=~ IMPROVEMENT PLANS FOR:
E==±==t=================+===l===t===r=~ APPROVED:
Lc==±==t=================+===t==t===r=~ ENGINEERING MANAGER RCE 63912 EXPIRES 9/3Dl26 DAlE [~+==-'----------+DATETimTiAL"tDATEIINI~ DWN BY: --1 PRO.ECT NO. 1 DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: __ DA TE INITIAL BY
REVISION DESCRIPTION DlHER APPROVAL CITY APf'ftOVAL RVWD : ENGINEER OF WORK
JASON S. GELDERT
NF
NF
Docusign Envelope ID: 89B44AEA-3553-4C16-9DBE-84E189EC8BFA
7/9/2025
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
CHERRY BEACH HOMES
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PUD 2024-0002 550-1
IMP. 2024-0011
J:\ACTIVE JOBS\4099 RINCON-CARLSBAD-CHERRY AVE\CIVIL\DRAWING\IMPROVEMENT PLANS
PLAN VIEW - CHERRY AVE IMPROVEMENT PLAN
SCALE: 1" = 10' HORIZONTAL
SITE NOTES
1. EXISTING SURVEY MONUMENTS THAT ARE DISTURBED OR DESTROYED
DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED LAND
SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THE
COUNTY.
2. ALL UTILITIES SHOWN HEREON ARE PER BEST AVAILABLE RECORDS.
CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
NOTIFY ENGINEER OF RECORD UPON DISCOVERY OF ANY DISCREPANCIES.
3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE
PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED IN-PLACE DURING
CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY OF
CARLSBAD.
STORM WATER REQUIREMENTS NOTES
THE PROPOSED PROJECT WILL COMPLY WITH ALL THE REQUIREMENTS OF
CURRENT CITY OF CARLSBAD STORM WATER STANDARDS AND THE REGIONAL
MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) PERMIT. THE PROPOSED
PROJECT PROPOSES NEW AND / OR REMOVAL AND REPLACEMENT OF LESS THAN
5,000 SF OF IMPERVIOUS AREA AND WILL THUS BE CONSIDERED A STANDARD
DEVELOPMENT PROJECT FOR STORM WATER PURPOSES.
STREET CENTERLINE DATA TABLE - CHERRY AVENUE
NO BEARING/DELTA LENGTH RADIUS COMMENTS
1 C PUBLIC ROADL--N 55°59'13" E --
3 3
GRAPHIC SCALE: 1" = 10'
0 20 40 60
TYPICAL SECTION - CHERRY AVENUE
NOT TO SCALE
46 CL
50 CL
54 CL
58 CL
54 CL
58 CL
62 CL
60 TC
56 TC
60 TC
56 TC
2+00 2+50
PROFILE VIEW - CL CHERRY AVENUE
SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL
PROFILE VIEW - TOP OF CURB LEFT
SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL
2+00 2+501+50
LINE LENGTH DELTA/BEARING RADIUS
56.86'N 55°59'24" E -
SLOPE
7.0%
REMARKS
6" PVC SDR-35 MAIN1
SEWER MAIN DATA TABLE - CHERRY AVENUE
LINE LENGTH DELTA/BEARING
131.21' N 56°07'19" E
REMARKS
8" C&G PER DETAIL SHEET 2
CURB DATA TABLE - CHERRY AVENUE
2
SEE SHEET 2 FOR GARFIELD STREET IMPROVEMENTS
NOTE: UTILITIES ARE KNOWN TO EXIST IN THE AREA. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE WORK SITE.
EXISTING UTILITIES ARE SHOWN PER AVAILABLE RECORD
INFORMATION. CONTRACTOR TO VERIFY SIZE, DEPTH,
LOCATION, AND MATERIAL PRIOR TO CONSTRUCTION.
SEWER LATERAL NOTE:
UPON START OF CONSTRUCTION,
CONTRACTOR TO FIELD VERIFY CONDITION
OF EXISTING SEWER LATERAL AND NOTIFY
ENGINEER OF RECORD IF CONDITION IS
NON-SATISFACTORY
UTILITY NOTE:
ABANDON EXISTING WATER SERVICE PER CITY OF
CARLSBAD STANDARD SPECIFICATION 15000-3.12 B.6 & 7.
CORPORATION STOP TO BE CLOSED AND WATER SERVICE
PIPING TO BE DISCONNECTED FROM THE MAIN. METER
BOX, CURB STOP, AND SERVICE PIPING TO BE REMOVED
MINIMUM 24" BELOW FINISHED GRADE.
1
3
2
10
11
12
5
7
4
6
8
9
13
INSTALL 4" PVC SEWER LATERAL PER CITY OF CARLSBAD S-7 W/ CLEANOUT AT PROPERTY
LINE PER CITY OF CARLSBAD S-7; SEE SEWER LATERAL DATA TABLE FOR BACK WATER
VALVE REQUIREMENTS
INSTALL 1" (DOMESTIC WITH FIRE SPRINKLER) WATER SERVICE METER AND BACKFLOW
PER CMWD W-5 ; INSTALL PVC SLEEVE BETWEEN METER AND BACKFLOW
INSTALL 60 LF 6" PVC SEWER MAIN EXTENSION @ 7.1%; CONNECT TO EXISTING CO AND 6"
VCP SEWER MAIN W/ TRANSITION COUPLING PER CITY OF CARLSBAD APPROVED
MATERIAL LIST
3" GRIND AND OVERLAY
CONSTRUCT TYPE A PCC PED RAMP PER SDRSD G-27A; SEE DETAIL SHEET 2
INSTALL SEWER CLEANOUT PER CITY OF CARLSBAD STD DWG S-6
CALTRANS 150-FT SIGHT DISTANCE VIEW CORRIDOR PER CALTRANS HIGHWAY DESIGN
MANUAL
AC PAVEMENT SAWCUT PER DETAIL THIS SHEET
EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN
PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED
LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH
THE COUNTY IF DISTURBED OR DESTROYED.
CONSTRUCT 8" PCC CURB & GUTTER PER MODIFIED SDRSD
G-02 SEE DETAIL SHEET 2
TRENCH RESURFACING OF AC PAVEMENT PER CITY OF
CARLSBAD STANDARD GS-26, GS-28
CONSTRUCT PCC DRIVEWAY APRON PER SDRSD G-14B AND
CITY OF CARLSBAD GS-12
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07; 5-FT
WIDE
INSTALL 2 X 3" PVC SIDEWALK UNDERDRAIN PER SDRSD D-27
14
SEWER LATERAL DATA TABLE - 4" PUBLIC SEWER LATERAL
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)PAD EL. (FT)UPSTREAM
C/O RIM EL.
BACKWATER
VALVE REQ'D
2+13.27 49.7'51.5 IE1.20'59.130.25'59.5 YES7.6'2.0%59.1'
2+16.27 49.9'51.7 IE 60.1 59.5 YES7.5'2.0%59.2'
STREET TREE NOTES
EXISTING STREET TREE TO REMAIN
EXISTING STREET TREE TO BE REMOVED
1
2
46 CL
50 CL
1.20'30.25'
CHERRY AVENUE IMPROVEMENTS P&P
CONSTRUCTION NOTES
1+70 3+00
X
X
X
X
XXXXXXXXXX
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE
OE OE OE OE
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OE
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OE
OE
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OE OE OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE
61.43 TW
61.34 TW
61.31 TW
63.25 TW
57.81 TW
63.20 TW 60.56 TC
60.11 FL
60.41 TC
59.94 FL
60.42 TC
59.93 FL
60.34 TC
59.91 FL
59.84 TC
59.79 FL
60.23 TC
59.76 FL
60.21 TC
59.67 FL
59.96 TC
59.27 FL
59.25 TC
58.67 FL
58.67 TC
58.56 FL
57.91 TC
57.84 FL
58.33 TC
57.77 FL
57.48 TC
56.84 FL
57.04 TC
56.40 FL
56.69 TC
55.89 FL
59.80 FF
62.11 FF
62.16 FF
85.0 RF
81.9 RF 75.4 RF
80.0 RF
80.1 RF
54.98
57.85
58.76 58.66
59.71 59.66
59.62
59.84
59.82
59.2958.55
58.92
58.19
59.1258.62 59.5557.76
60.92
60.91
60.90
60.98
61.00
60.60
60.44
60.94
59.61
57.1655.93
55.90
56
57
58
59
60
61
60
59
5
8
5
8
61
1 STORY
BUILDING
EXISTING
2 STORY
BUILDING
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EX. TEMPORARY
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EX. WATER SERVICE
AND METER
TO REMAIN EX. PCC NON CONTIGUOUS
SIDEWALK TO REMAIN
PROP. TRANSFORMER
PER SEPARATE SDGE
WORK ORDER
1
6
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.
2
'
L
T
PR
O
P
.
W
A
T
E
R
M
E
T
E
R
P
E
R
C
M
W
D
W
-
3
ST
A
3
+
1
0
.
3
4
~
2
1
.
0
4
'
L
T
C/
L
O
F
P
R
O
P
.
T
Y
P
E
A
PC
C
P
E
D
R
A
M
P
;
S
E
E
DE
T
A
I
L
A
S
H
E
E
T
2
11
EX. 6" VC SEWER
MAIN PER DWG 118-9
PROPOSED LIMITS OF GRIND AND OVERLAYEX. 8" PVC WATER MAIN
PER CMWD DWG 937-3
PROP. LIMITS
OF GRIND AND
OVERLAY
18
.
0
'
18
.
0
'
30
.
0
'
PROPOSED ELECTRICAL
CONDUIT PER SEPARATE
SDGE PERMIT EX. POWER POLE P294107 TO REMAIN;
PROP. CONDUIT RISER AND COVERT
TO PRIMARY CABLE POLE PER
SEPARATE SDGE PERMIT
EX. FIRE HYDRANT
TO REMAIN
1
EX. POWER POLE
TO REMAIN
EX. 8" ACP WATER MAIN
PER DWG 538-2
CHERRY AVENUE
GA
R
F
I
E
L
D
S
T
R
E
E
T
3
3
3
3
3
10.0'
8
8
9
9.
7
%
2
EX. PCC DRIVEWAY
TO BE REMOVED
9.
7
%
(4
.
0
%
)
3.3%(4.3%)
FS 58.6 FS 58.8
12
ST
A
2
+
0
3
.
2
7
~
1
2
.
2
4
'
R
T
CO
N
N
E
C
T
T
O
E
X
.
8"
P
V
C
W
A
T
E
R
M
A
I
N
(
U
N
I
T
1
)
FS 57.4 FS 57.8
8
ST
A
2
+
4
8
.
4
2
~
1
2
.
2
4
'
R
T
CO
N
N
E
C
T
T
O
E
X
.
8"
P
V
C
W
A
T
E
R
M
A
I
N
(
U
N
I
T
2
)
8
13
13
ST
A
2
+
1
3
.
2
7
~
0
.
2
8
'
R
T
CO
N
N
E
C
T
T
O
P
R
O
P
.
6
"
PV
C
S
E
W
E
R
M
A
I
N
(
U
N
I
T
1
)
IE
@
M
A
I
N
4
9
.
7
IE
@
L
A
T
5
0
.
9
ST
A
2
+
1
6
.
2
7
~
0
.
2
8
'
R
T
CO
N
N
E
C
T
T
O
P
R
O
P
.
6
"
PV
C
S
E
W
E
R
M
A
I
N
(
U
N
I
T
2
)
IE
@
M
A
I
N
4
9
.
9
IE
@
L
A
T
5
1
.
1
7 7
ST
A
2
+
2
4
.
6
9
~
0
.
2
8
'
R
T
PR
O
P
.
S
E
W
E
R
C
O
RI
M
5
9
.
5
IE
5
0
.
5
CHERRY AVENUE STA 3+31.08 =
GARFIELD STREET STA 13+38.84
ST
A
1
+
6
6
.
5
1
~
0
.
1
7
'
R
T
EX
.
S
E
W
E
R
C
O
;
(
R
I
M
5
7
.
6
)
(I
E
4
6
.
3
4
)
;
R
E
M
O
V
E
EX
I
S
T
I
N
G
C
L
E
A
N
O
U
T
PROJECT SITE
(SEE DWG 550-1A FOR ONSITE IMPROVEMENTS)
1
1
PV
T
1
"
B
A
C
K
F
L
O
W
1
1
14
1 1 1
1
1
1
S55°59'13"W 129.91'
S3
4
°
0
2
'
0
1
"
E
6
0
.
0
1
'
14
CL
CL
CLCL
2
SEWER CO
RIM 59.1
IE 51.6
PV
T
1
"
B
A
C
K
F
L
O
W
30.0'
17.5'
EXISTING OVERHEAD
UTILITY TO REMAIN
EXISTING OVERHEAD
UTILITY TO REMAIN
EX. GUY WIRES
TO REMAIN
EX. PED RAMP
TO REMAIN
N3
4
°
0
1
'
5
5
"
W
5
9
.
9
9
'
ROW
APN: 204-231-07
PARCEL 1
PM 22001
ROW
1
1
EX. PCC CURB AND
GUTTER TO REMAIN
2.
0
%
ST
A
2
+
2
1
.
2
7
~
5
.
2
5
'
R
T
CO
N
N
E
C
T
T
O
G
A
S
M
A
I
N
PE
R
S
E
P
A
R
A
T
E
S
D
G
E
PE
R
M
I
T
ST
A
1
+
8
2
.
6
1
~
5
.
2
5
'
R
T
CO
N
N
E
C
T
T
O
G
A
S
M
A
I
N
PE
R
S
E
P
A
R
A
T
E
S
D
G
E
PE
R
M
I
T
2
2
10
4' X 4' GAS WELD HOLE4' X 4' GAS WELD HOLE
2.0%1.0%
ST
A
1
+
7
1
.
1
3
~
1
8
.
0
'
L
T
BE
G
I
N
I
M
P
R
O
V
E
M
E
N
T
S
MA
T
C
H
T
O
E
X
I
S
T
I
N
G
ST
A
3
+
0
2
.
8
2
~
1
8
.
0
'
L
T
PC
R
ST
A
2
+
6
5
.
0
0
~
1
8
.
0
'
L
T
GR
A
D
E
B
R
E
A
K
57.35
FL/IE
5.
0
'
(5
6
.
7
5
F
S
)
ST
A
1
+
5
0
.
0
0
(5
8
.
7
7
F
S
)
ST
A
2
+
0
0
.
0
0
(5
9
.
8
7
F
S
)
ST
A
2
+
5
0
.
0
0
ST
A
2
+
0
3
.
2
7
CO
N
N
E
C
T
T
O
E
X
.
8"
P
V
C
W
A
T
E
R
M
A
I
N
8
ST
A
2
+
4
8
.
4
2
CO
N
N
E
C
T
T
O
E
X
.
8"
P
V
C
W
A
T
E
R
M
A
I
N
8
ST
A
2
+
1
3
.
2
7
IE
@
M
A
I
N
4
9
.
7
IE
@
L
A
T
5
0
.
9
ST
A
2
+
1
6
.
2
7
IE
@
M
A
I
N
4
9
.
9
IE
@
L
A
T
5
1
.
1
7
ST
A
1
+
5
8
.
3
8
EX
.
W
A
T
E
R
S
E
R
V
I
C
E
CO
N
N
E
C
T
I
O
N
7
ST
A
2
+
2
4
.
6
9
PR
O
P
.
S
E
W
E
R
C
O
59
.
5
R
I
M
IE
5
0
.
5
ST
A
1
+
6
6
.
5
1
EX
.
S
E
W
E
R
C
O
(R
I
M
5
7
.
6
)
;
(
I
E
4
6
.
3
4
)
;
RE
M
O
V
E
E
X
I
S
T
I
N
G
CL
E
A
N
O
U
T
PROP. 6" PVC
SEWER MAIN
EX. 8" PVC WATER
MAIN PER CMWD
DWG 937-3
APPROX.
EXISTING GRADE
OF CENTERLINE
EX. 6" VC SEWER
MAIN PER DWG 118-9
7.1%
(2.0%)
(4.0%)
(2.2%)
12
APPROX. DEPTH OF
EXISTING GAS MAIN
ST
A
1
+
8
2
.
6
1
CO
N
N
E
C
T
T
O
GA
S
M
A
I
N
P
E
R
SE
P
A
R
A
T
E
S
D
G
E
PE
R
M
I
T
ST
A
2
+
2
1
.
2
7
CO
N
N
E
C
T
T
O
GA
S
M
A
I
N
P
E
R
SE
P
A
R
A
T
E
SD
G
E
P
E
R
M
I
T
ROW
EXISTING PCC 5'
WIDE SIDEWALK
2.0%
EXISTING 6" PCC
CURB & GUTTER
EXISTING 8" PVC WATER MAIN
TO REMAIN PER DWG 937-3
EXISTING PCC SIDEWALK TO
REMAIN
PROP. 8" PVC SEWER MAIN
VARIESVARIESVARIES
60.0'
30.0' 30.0'
12.0' 36.0' 12.0'
18.0' ± TO TC 18.0' ± TO TC
CLPL
5'PR
O
J
E
C
T
S
I
T
E
AP
N
:
2
0
4
-
2
3
1
-
0
5
SAW CUT EXISTING PAVEMENT
PER DETAIL SHEET 2
PROPOSED 8" PCC CURB AND
GUTTER PER MODIFIED SDRSD
G-2 SEE DETAIL SHEET 2
ST
A
1
+
7
9
.
7
0
~
1
8
.
0
'
L
T
DU
A
L
D
-
2
7
C
R
U
B
O
U
T
L
E
T
S
IE
5
7
.
1
ST
A
1
+
9
3
.
4
8
C/
L
O
F
P
R
O
P
.
P
C
C
DR
I
V
E
W
A
Y
A
P
R
O
N
4
ST
A
2
+
3
2
.
1
5
C/
L
O
F
P
R
O
P
.
P
C
C
DR
I
V
E
W
A
Y
A
P
R
O
N
4
DASHED LINE
REPRESENTS EXISTING
TOP OF CURB
ST
A
1
+
8
4
.
4
8
TC
5
7
.
9
6
;
F
L
5
7
.
3
ST
A
2
+
0
2
.
4
8
TC
5
8
.
5
8
;
FL
5
7
.
9
2
ST
A
2
+
4
1
.
1
5
TC
5
9
.
5
2
;
F
L
5
8
.
8
6
FS 58.8
DASHED DOT LINE REPRESENT
PROPOSED FLOWLINE
FS 57.8
FS 57.4
FS 58.6
ST
A
2
+
2
3
.
1
5
TC
5
9
.
1
7
;
FL
5
8
.
5
0
2.0%
3.3%
ST
A
2
+
1
5
.
0
0
GR
A
D
E
B
R
E
A
K
TC
5
9
.
0
0
T
C
;
FL
5
8
.
3
3
3.3%2.0%
SOLID LINE REPRESENT
PROPOSED TOP OF CURB
ST
A
1
+
7
1
.
1
3
BE
G
I
N
I
M
P
R
O
V
E
M
E
N
T
S
MA
T
C
H
T
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G
(T
C
5
7
.
5
)
(
F
L
5
6
.
8
3
)
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A
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+
6
5
.
0
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A
D
E
B
R
E
A
K
TC
5
9
.
9
8
T
C
;
FL
5
9
.
3
2
ST
A
3
+
0
2
.
8
2
PC
R
TC
6
0
.
3
3
;
FL
5
9
.
6
6
ST
A
2
+
8
0
.
0
TC
6
0
.
1
2
;
FL
5
9
.
4
6
1.0%2.0%
2
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f---+--~f--------------1----1---1---1-----1 ;::EN::::GIN::::EE::Rl::::NG::::::M:::::AN::A:::GER:;'::::R:::CE:::::6:::39:::::::12:::::::::::EXP:::::l:::RES=9 /::::::3:'=o /:=2!6:::::::::::::DA::::lE=
DATE INITIAL DATE INITIAL OWN BY: --1 PROJECT NO. I DRAWING NO. 1-----''----+---'----I CHKD BY: --
DlHER APPROVAL CITY APf'ftOVAL RVWD BY: _
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION NF
NF
Docusign Envelope ID: 89B44AEA-3553-4C16-9DBE-84E189EC8BFA
7/9/2025