HomeMy WebLinkAboutDWG 538-2; CT 2021-0002; GARFIELD BEACH HOMES; 01-0205/09/23
6/29/2023
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GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WI\IVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHERADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAJN TO THIS PROJECI THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS 'llf/EN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-IM'.JRK 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-WI\Y PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
VVORK IN THE PUBLIC RIGHT OF WI\Y PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLS BAO AS
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
ANDA SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY
RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTILALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHERAPPROPRIATEAGENC/ES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTSARENOTCONSTRUCTEDPRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENTAGREEMENI
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 SHEEI
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 FINALACCEPTANCE OF THE WORK BY THE
CITY
10.ACCESS FOR FIRE ANDOTHEREMERGENCYVEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. 'llf/ERE 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
V'Al/TTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12 A PRECONSTRUCOON MEETING Sf/ALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATNES
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 DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THENEXTWORKDAYUNLESSYOUREQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNERANDIORAPPLICANTTHROUGH 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 SHOR/NG, 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 INDEPTHANDAPPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE COIISTRI/CTIDII SAFETY QRDERS 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 PERM/I
17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIOIIS WILL CEASE IMMEDIATELY AIID 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
=MING 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 AM. AND
6.00 P.M. EACH DAY, MONDAYTHRU 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
OORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE ORAOJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
20. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERM/I
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
21. THE EXISTENCE AND LOCATION OF UTILITYSTRUCTURESANDFAC/LITIES SHOVVfl/
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAJLABLE
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR /NA LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOVVfl/ 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 THATTHEACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT)
SDG&E
AT&T
SPECTRUM CABLE
COX COMMUNICATIONS
CITY OF CARLSBAD(STREETS AND STORM DRAIN)
CITY OF CARLSBAD(SEWER,WI\TER & RECLAIMED WI\TER)
811
(800)411-7343
(619)237-2787
(800)227-2600
(619)262-1122
(760)434-2980
(760)438-2722
24. IN ACCORDANCE THE CITY STORM WI\TER STANDARDS ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALLINCLUDE "STENCILS" BE ADDED TO PROHIBIT
l'J'\STE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION
OF THE CITY ENGINEER.
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A
PROFESSIONAL ENGINEER OFTHE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS INTHE 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-BU/Lr' PLANS. NO DIRECT BURIAL STREET LIGHT
FOUNDATIONS WILL BEALL WM/NA/RES SHALL BE "CUTOFP' TYPE ALLOWED.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS,
CROSS GUTTERS OR SURFACING OF STREETS.
4. 'llf/ERE 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. 'llf/EELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIAADMINISTRATIVE
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 OORK OF THIS PLAN PER
SDRSD Dl'A3 M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED,
PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORSACI
9. TWO (2) SETS OF SURVEY (CU1) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.
10. STREETLIGHTS SHALL BE 5,500LUMEN (40 WI\T1) OR 13,700 PUPIL LUMEN (100 WI\T1) HIGH EFFICIENCY
INDUCTION LIGHTS.
SEWER NOTES
1. SEWER MA/NANDAPPURTENANCES 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 SE'MR 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 OBTAJNED
FROM THE CITY IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT
3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WI\Y, A CITY RIGHT OF IM'.Y PERMIT
SHALL BE REQUIRED.
WATER NOTES
1. 1-11'\TER & RECYCLED WI\TER MA/NANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3.
2. BEFORE ANY CONNECTION OR SHUT DOVVfl/ OF VALVES ON EXISTING C.M. WO. LINES, A PERMIT SHALL BE
OBTAJNED FROM THE C.M. WO. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S
DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS
PRIOR TO STARTING IM'.JRK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO (760)438-3891.
4. NO TREES OR STRUCTURES SHALL BEALLOWEDINTHEWI\TERLINEEASEMENT,ALL EXISTING TREES AND
STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL
REQUIRE V'Al/TTEN 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
AL TERNAT1VE 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 WI\TER SERVICES SHALL BE 1 "AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON
PLANS).
8. ALL WI\TER METER BOXES SHALL BE17"X30"X12"POLYMERCONCRETEASMANUFACTUREDBY
ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS).
9. MINIMUM SPACING BETWEEN POTABLE IM'.TER SERVICES AND SEWER LATERALS SHALL BE 10 FEEI
10. THE TOP OF vli'\TER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.
11. CONSTRUCTION OF WI\TER MAINS AND RECYCLED WI\TER MAJNS SHALLADHERE TO THE "CRITERIA FOR THE
SEPARATION OF IM'.TER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT
OF HEALTH SERVICES.
12. AXIALDEFLECTIONAT THE PIPE JOINTS IS NOTALLOWED THEUSEOFAHIGH-DEFLECTIONCOUPLINGATA
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 CERTAJNTEED 'VINYL-IRON" H.D. FOR C900.
13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF IM'.Y, 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 INSTALLACP 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-/NCH WIDE
PLASTICADHESNE TAPE AT MAXIMUM 10-FOOTINTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF
DRILLED HOLE IN PIPE STAND WI\LL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH IS NOT TO INTERFERE
WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE 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 EQUIPMENI EACH INSTALLED RUN OF PIPE SHALL
BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE: PROTECT WIRE INSULATION FROM DAMAGE
DUR/NG INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED
SHALL BE REPLACED. TRACER WIRE SHALL BE Al'A'., NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR
VVEIGHT POLYETHYLENE (HMWIPE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE
SOIL OR WI\TER. POLYETHYLENE INSULATION SHALL CONFORM TOASTM 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+/ MINIMUM 2 WEEKS PRIOR TO ANY SCHEDULED WI\TER SHUT DOWN
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WI\S GENERATED BY FIELD SURVEY METHODS FROM
INFORMATION GATHERED ON: JANUARY 5, 2021
BY· PASCO, LARET, SUITER &ASSOCIATES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS,
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 204-240-13 & -14-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS.
ADDRESS: 3570 GARFIELD STREET, CARLSBAD, CA 92008
BENCH MARK
DESCRIPTION: 2-112 INCH BRASS DISK
N 358 E 1659
LOCATION: THE SOU1HEAST CONRNER OF A VAULT ADJACENT TO THE NORTHEAST
CORNER OF THE NORTHBOUND COASTHIGHWI\Y 101 BRIDGE OVER THE AGUA
HEDIONDA LAGOON 0.1 Ml SOUTH OF TAMARACK AVENUE. 38 FT EAST OF THE
EDGE OF PAVEMENT BY A SINGLE PARKING SPACE FOR THE FACILITY, BASED
ON NUMBER 141, AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD OF
SURVEY 17271.
RECORDED:~2~00=:2 ________________ _
ELEVATION: ~2~6-~52~' _________ DATUM: NGVD 29
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING,
2. SIGNING, STRJPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWl\'S MUTCD 2009 REVISION 1 AND 2, AS AMENDED FOR USE IN
CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (2018 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
IM'.JRKAND TRANSPORTATION DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTNE PER CALTRANS SPECIFICATIONS. SIR/PING SHALL
BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE
SHEETING (HIGH INTENSITY OR EQUAL).
8. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS
WITHIN A 500' PER/METER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A 'l/KE NEW' CONDITION,
IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMITLINESSHALLBEAPPROVEDBYTRANSPORTATION
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 OF THE CAL TRANS STENCILS,
10. LIMIT LINES AND CROSSWI\LKS SHALL BE FIELD LOCATED. CROSSIM'.LKS 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 (FHWl\'S MUTCD 2009 REVISION 1 AND 2, AS AMENDED FOR USE IN CALIFORNIA)
AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (FHWl\'S MUTCD 2009 REVISION 1 AND 2, AS AMENDED FOR USE IN CALIFORNIA) UNLESS
OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWI\Y 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 DELNERED BY THE CONTRACTOR TO THE
CITY OF CARLSBAD PUBLIC OORKS 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 ASEXISTINGTOBERELOCATEDORTOREMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN ANO OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE
MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18''X.24" AND THE OM1-3 OBJECT MARKER SHALL BE 12'X12"
DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1 2)
I HEREBY DECLARE THAT I AM THE ENGINEER OF OORK 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 THATTHECHECKOFPROJECTDRAWINGSAND SPECIFICATIONS BY THE CITY OF CARLSBAD
DOES NOT RELIEVE ME, AS ENGINEER OF OORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
Bl': ~ /2 DA1BATE: fi'iHtG. oiWSON, R.C.E. -----
R.C.E. NO.:_e,803,,,5,,,6 ______________ _
REGISTRATION EXPIRATION DATE:_1,,,2:,,'3.,_,1-2es0,e22'--------
FIRM: PASCO, LARET, SUITER. AND ASSOC/A TES, INC.
ADDRESS: 1911 SAN DIEGO AVE, SUITE 100
CITY, STATE: SAN DIEGO, CA 92110
TELEPHONE: (858/ 259-8212
OWNER'S CERTIFICATE
I (I/VE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
BE RETAJNED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED
SWQMP, I (WE) ALSO AGREE A QUALIFIED SWQMP PRACTITIONER QSP HAS BEEN OR WILL BE
RETAINED TO SUPERVISE IMPLENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA
CONST/J,Vg,IJ"QNJ)RDER AND MUNICIPAL PERMIT, LATEST VERSION.
~:5~=
SIGNATURE DATE
KEVIN DUNN FOR RREG INVESTMENT SERIES, LLC SERIES /040
.....
VICINITY MAP
N.IS.
\
(
INDEX OF SHEETS
1 TITLE SHEET I NOTES
WORK TO BE DONE
THE IMPROVEMENT IM'.JRK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT
2. CITY OF CARLSBAD ENGINEERING STANDARDS PERMIT CONDITIONS DATED NIA
3. 7H/S SET OF PLANS 9. ENVIRONMENTALAPPROVAL DOCUMENTS DATED ---
4. RESOLUTION NO 7449 DATED 6/112022 10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2)
5, 7HE STANDARD SPECIFICATIONS FOR PUBLIC PREPARED Bl': PLSA , SEE SHEETS 6-7, DWG, 538-2A
WORKS CONSTRUCTION (GREEN BOOK) 11. STORM WI\TER QUALITY MANAGEMENT PLAN PREPARED
6, SOILS REPORT AND RECOMMENDATIONS BY Bl': PLSA DATED: JULY 2022
HETHERINGTON ENGINEERING, INC.: JOB NO. 9325.1 12. CALIFORNIA STORM WI\TER QUALITY ASSOCIATION BMP
DATED 7114121 CONSTRUCTION HANDBOOKAND CALTRANS CONSTRUCTION
7. 7HE SAN DIEGO REGIONAL STANDARD DRAWINGS SITE BMP MANUAL
AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD
STANDARDS.
DESCRIPTION
LEGEND
STD.
'AS MODIFIED BY CITY OF
CARLSBAD STANDARDS
SYMBOL ----------QUANTITY
PROJECT ADDRESS
3570 GARFIELD STREET
CARLSBAD, CA 92008 2 GARFIELD STREET IMPROVEMENTS
PROPERTY BOUNDARY
CENTERLINE OF ROAD
ADJACENT PROPERTY LINE
PUBLIC RIGHT-OF-WI\Y
SETBACK LINE APN. 204-240-13 &-14--00
REFERENCE DRAWINGS
01',1'.; 363-6
01',1'.; 402-3A
DWG491-6A
01',1'.; 495-2A
DWG522-6A
MAP 12987
MAP7961
MAP1785
MAP1747
MAP1803
PM 16596
PM21364
OWNER INFORMATION
NAME: RREG INVESTMENTS SERIES LLC
SERIES 1040, A DELAWARE LIMITED
LIABILITY COMPANY
ADDRESS: 5315AVENIDAENCINAS, SUITE200
CARLSBAD, CA 92008
PHONE NO.: "'(888=13'-'5'-7-35=53'------
DEVELOPER
NAME: KEVIN DUNN FOR:
RINCON REAL ESTATE GROUP
ADDRESS: 5315AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
PHONE NO.: (888) 357-3553 ~~-------
LEGAL DESCRIPTION
PARCEL A APN 204-240-14-00
LOT6AND THE SOUTHEASTERLY 5 FEET OF LOT 5 IN BLOCK O OF
PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP NO. 1747, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 05, 1923. ALSO ALL
OF LOT 10 IN BLOCK Q OF PALISADES NO. 2, IN THE COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA,ACCORDING TO MAP NO. 1803, FILED IN THE OFFICE
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 25, 1924.
EXCEPTING FROM SAJD LOT 10 THE NORTHWESTERLY 253.77 FEET THEREOF:
PARCEL B: APN 204-240-13-00
THE SOUTHEASTERLY 2.5 FEET OF LOT 4AND ALL OF LOT 5, EXCEPTING THE
SOUTHEASTERLY 5 FEET THEREOF, IN BLOCK Q OF PALISADES, IN THE
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO.
1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, FEBRUARY 05, 1923. ALSO THE SOUTHEASTERLY 47.30 FEET OF
THE NORTHWESTERLY 253. 77 FEET OF LOT 10 IN BLOCK Q OF PALISADES NO.
2, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
MAP NO. 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, AUGUST 25, 1924.
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
FLOWI.INE
DIRECTION OF FLOW
INSTALL 6" PCC CURB & GUTTER
PROPOSED SAWCUT OF EXISTING PAVEMENT
INSTALL PCC PAVEMENT
411AC/6"AB
3" GRIND AND OVERLAY OF EXISTING
PAVEMENT
TRENCH RESURFACING
INSTALL 6" PVC STORM DRAIN
PROPOSED FENCE
EXISTING FENCE
EXISTING WI\TER MAIN (SIZE PER PLAN)
EXISTING SEVVER MAIN (SIZE PER PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
EXISTING OVERHEAD ELECTRIC UTILITIES
PROPOSED 8" PVC CLASS 235 vli'\TER MAIN
SDRSDG-2'
SDRSDG-7'
CITY OF CARLSBAD
GS-26, GS-28
PROPOSED 1" IRRIGATION WI\TER SERVICE-1" CARLSBAD MUNICIPAL
METERAND 1" BACKFLOWDEVICE ' WATER DISTRICT W'3, l,\L6
PROPOSED 2" DOMESTIC WI\TER SERVICE; 2" CARLSBAD MUNICIPAL
METER AND 2" BACKFLOW DEVICE vli'\TER DISTRICT
INSTALL MODIFIED WYE CONNECTION
INSTALL 6" PRIVATE PVC SEWER LATERAL
CONSTRUCT PCC DRIVEWI\Y APRON (WIDTH
PER PLAN)
ABBREVIATION:
W'4, l,\L6
CITY OF CARLSBAD
S-7, S-8'; DETAJL SHEET 2
CITY OF CARLSBAD
5-7
SDRSD G-14B'
SDRSD • SAN DIEGO REGIONAL STANDARD DRAWING
CMWD -CARLSBAD MUNICIPAL WI\TER DISTRICT
• NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD
64
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PASCO LARET SUITER P.E. __ _ EXP. ___ _
& ASSOCIATES REVIEWED BY:
San Diego I Cardiff I Orange County
Phone 858.259.8212 I www.plsaengineering.com
105LF
110LF
740SF
310SF
1,2BOSF
50LF
1 EA
1 EA
30LF
1 EA
DATE
INSPECTOR DATE
t-------,t----+------------+----1----1---1------I I SHE1ET I CITY OF CARLSBAD I SHE2ETS I
:===..=::::=:::::E::N:::::G::IN::::E::ER::l::NG:::::::::D:::E::PA::R::lM=::::E::NT::::::::=~===
/]\
DAlE INITIAL DAlE INITIAL DAlE INITIAL
ENGINEER OF W0RK REVISION DESCRIPTION O'IHER APPROVAL CTY APPROVAL
IIIPROVEYENT PLANS FOR:
GARFIELD BEACH HOMES
3570 GARFIELD STREET PUD2021-0007
ROW 2022-0382 llllE SHEET CDP 2021-0038
APPROVED:
ENGINEERING MANAGER
RVWD BY: __ _
CHKD BY:
JASON S. GELDERT
RCE 83912 EXP.9/30/24 DAlE
PROJECT NO.
CT 2021-0002
DRAWING NO.
538-2
DocuSign Envelope ID: 3F88B3EB-1A33-49A4-8D46-B6E95A254701
8/3/2023
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SAWCUT EXISTING PAVEMENT '= lJ_)-'-'" / . '1lLJ_; ~ REMAIN
PER DETAIL THIS SHEET EXISTING 1" H.P. EXISTING AC
3" AC GRIND AND
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EXISTING 8" VCP SEWER G4S MAIN TO PAVEMENT TO
MAIN TO REMAIN PER REMAIN PER REMAIN
EXIST1NG 6"A.G. V,,V,,TER MAIN PER DVIG
17/M TO BE REMOVED AND REPLACED
WITH 8" PVC CLASS 235 V,,V,,TER MAIN
PER DVIG 538-2
DVIG 436-8 DVIG 436-8
-PROPOSED STREET
TRENCHING PER DWG
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SCALE: NOT TO SCALE
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.-PVC C900 CL235 SPOOL
VW TRANSmTION
COUPUNG
STANDARD WYE BRANCH TO
CONNECT TO 6" CLEANOUT
PER CITY OF CARLSBAD S-7,
ATPL
WYE FITTING ROTATED
11.25' FROM HORIZONTAL
11.25' ELBOW\
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TYPICAL DETAIL -WATER CONNECTION DETAIL
SCALE. NOT TO SCALE
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UTILITIES ARE KNOWN TO EXIST IN THE AREA.
INFORMATION SHOWN HEREON IS PER BEST AVAILABLE
RECORD INFORMATION. EXACT HORIZONTAL AND
VERTICAL LOCATION OF EXISTING UT1LITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UT1LIT/ES PRIOR TO ORDERING MATERIALS AND
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER
OF 11',0RK OF ANY DISCREPANCIES BETVVEEN ACTIJAL
LOCATION AND PLAN LOCATION OF UTILITIES UPON
DISCOVERY OF DISCREPANCY
-· (SEE DWG 538-2A FOR ONSITE "' -· · ) l~' EXISTING DWY,TO \
~-IMPROVMENTS AND BLDG. ':j >-~ ~~ l BE PROTECTED IN i '-.... ----CONSTRUCT/ON NOTES
"' ~.-~ ;::! ~ ) ~o I PLACE EXtsr. P.OV\ol:RPOLE -======================================
LOT4-
--~-'j< "' '>' ~ BACKFLOW IJJ_ )_ END'R~POS, ED P228791]"0 REMAIN (I) EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN @) TRENCH RESURFACING WI AC PAVEMENT PER CITY OF
------BEGIN PROROSED ~ ~ SEWER' l 1!: !!! ~ il:: ~ \ PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND CARLSBAD GS 27 GS 28 !TRENCHING 48"' -MAP 7961 S/DE"''LK· MA' TCH a... ,, ;:: .. Jj
1
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-•~ ' + ~ ..,. ,e r---+, ao ~ TO EX/ST/NG'~ \ SURVEYOR WliO SHALL FILEA CORNER RECORD WITH THE
T0 1 STING ~~ j I~ V ~_~! ..._,,11\ A I/\ 613 F:-2 -/~~ I ~ ~' ~ ,v \ ml~ I rEND~F~~TJNG..._ MAP7961 \ g COUNTYIFD/STIJRBEDORDESTROYED @CONSTRUCT60'WIDEPCCSIDEWALKPERSRDSDG-07'
----~-~----R_Q-s.;~w~-i --""-~ \ __ ..,._:~,-J //"1 .____,, m -~.;;-. '/ -,,, . -I ~·tr r• ,/' (/4 , __ r ....... ~-r I ,/ PCCCURf RO~~ ' I ® CALTRANSSIGHTDISTANCEIVIEWCORRIDORPERCALTRANS @3"ACGRINDANDOVERLAYSTREETHALFWIDTHPERCITY
--l---7.~-eEX"'l""Si""'11i"'G""PALM ''t s_,, ~--~ ;;i,I;. . . '--, ~} ..-_\ N.55'68'01"E. 120.00' ;il iJ :,_ ·-~~I. ~."/. ·"' ~7-. '~= I ~ '_ .. ' "'Ll 's..,,t:;;lf /', -'""' I I ~~~:_~g:sJGNMANUALANDCITYOFCARLSBAD OF CARLSBAD STANDARDS
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"" -· . -\ 0.1/,-P°,f'.1/,~~,%',.1/,0/,,% ¼· :;,7,~1 (2~1/,'.:(,_1/,,J/,1/,_0"7, Y,,0";;_; :.(i r,s ;,:0°2%",1/,:,?-CY,,7,0'::'0};• ,,, , , •r,,:c:?,;,1/,,,1/,:%/!~%1/,'%-'f;?/,Y,_%,;?-iY,0°_.01/-'.1/,;»Z,' -\ \ · -@) PROPOSED AT&T 2X3X3' HANDHOLE (PER SEPARATE _j .. --· · cu:fs;}~~~~ /0'v ~~(1"0!¥&f .~{g~~;{~~Y-2l'~igKi((R'~;,;~~~0£{~;~~~Z:af I~~~~~~~~~~~f;i'.<fg"~~, \I ~ ~~~ ~ ® coNSTRUCTB"PCCCURB&GUTTERPERSDRSDG-02· IM'.JRKORDERJ
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. 'c' :;.(:,;, I A -y \ '-._!/ \ ~ / «,( <\ '::; j2' $l' iE° ~ [2' ~ f2 :i,, EXISTING 8" VCP '::; [2' ~ [2' l::;: ~ ~ '::; &, ~ '::; &, ;;;: ~ / 1 °I ~ EXIST1NG 8• PVC @ CONSTRUCT 20' WIDE PCC DRIVEWAY APRON PER SDRSD @) REMOVE EXISTING V,,V,,TER SERVICE TO EXTENT FEASIBLE
_ , / ~ t;; ~ .:l "' "' §i! :! SEV\ol:R MAIN ~ "> l8 s: .e ~ ls .e ~ ls :!! [;: [2' '::; ll'b\TER MAIN RFR Ul G-148' PER ENG. STD. VOL 3, SECTION 15000 -CHAP. 3.12
( f, , ;;; 13 \e.. 9 ~ 'P a. I>: PER DVIG 436-8 , ~ ~ c; ~ S: ~ ' <>:: E5 1 <>:: a:: "' -"' ,_ ;c: IJJ '-' u.i" ,_ o :a: DWG 937-3 ;,r 0 X LL)Cl.. • c:,i:.o ~" I:!:! l.t)~ ""'"t!:>A.. ~Cl..i..;:: ~Cl..!::! tiQ) ~ -.i~u~.--..1i.;;:,:q, ® L «, a; 0 "' ~ :; = :g ~ ~ C, C, ~ ~ '::; ~ ;;;: ~ t;: [2' "'-: ld ;:; ,. 00 e ;:!: --' e ~ 6 ~ ~ <q 0:: :s "" ": "" <> la! X " I TRENCH RESURFACING OF AC PAVEMENT PER CITY OF
-G ----,~''°.; ___ r §'f;~-?-~G 4 ~-'-'G ~ G ____,J!!_~N :;: G ---!e ~~~; g t@ -~-'°~:+-~~ 'le ~<> ~-G<.@ ---G a , -lri -cG -!~%~§, !~~~-G ---~-CARLSBADSTANDARDGS-26,GS-28
/ ~ "l:f" t.) -(ol ,. ~ 0.: _, O N •. ..... f c:,"o;>.,)14) t d "l:f" ),( !JJ _. !JJ :S ..,,... !JJ ~ c::, ~ I"' "-<,j i,:: l:O ~CO~ ~ II --...._ ' :::Ci-;:, :Z: ~ ~ L ...._ CO O g O -.._ ~ C:S,>-..:.. t:o -~ LLI ::c:\ ~ ~ 0.. ~ -C.. (<') ,t. l.l) ci ~ ~, ~I £'i ,... ci O *ASMOD/F.)ED ~ER CITYOFCARLSBADSJi)lND"RDS ' )\ {,. , ~ ~ :!! 6l s: "' "' ~ ~ ~ & ~ 7 l;; :;] -µ 8 ~ l;; r t; e \ is "' ~ l='. ; ~ I:!; "' ;i; i'.iS ~ ;Ji '~ cj ~ . r n
....... f'--i_;~-)-l'........__ "'1, ---~~ ""-\;_j_lL :/ I ----"'=H"~~ (",
0 ''f:f ~ "' ': x tJ; ~s: t;;i i ADDIT/ONALNOTES
\..i~ ~ / ----.__ )r -e <>::Ji " j ~ ~ -;;,: -1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION.
______ j
~ l·
1 INFRASTRUCTIJRE TO REMAIN ' RA:,1~~~/:J.i~ ~~-'1 ..,...--,-\_'.' tt <'. RAMP TO RI /;MAIN , ....a f ~ 4. ALL ONSITE V,,V,,TER, SEV\ol:R,AND STORM DRAIN FACILITIES TO BE PRIVATELY MAINTAINED.
11.25•'..::. /.
6" PVC SEV\ol:R •0.67' DROP 7
LATERAL; LENGTH TO MAIN 8" VCP SEWER
PER Dll',G 538-2 MAIN PER DL'.G 436-8
TYPICAL DETAIL -MODIFIED SEWER WYE CONNECTION
ALL EXISTING MONUMENTS TO BE
PROTECTED IN PLACE. ANY
MONUMENTS DES1ROYED DURING
CONSTRUCTION SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR AND
PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER.
6"PCCCURB&
GUTTER PER~
SDRSDG-2
n
I . . --'
~t EXTEND BASE &, -
SCALE NOT TO SCALE
3.0'MIN
2.0'MIN
COLD PLANE
AND OVERLAY
/3" MIN. DEPTH)
TO PROVIDE
SMOOTH
TRANSITION
;Ji EXISTING AC
[PAVEMENT
~
4" MIN. PVMT FABRIC
AT SAl'llCUT JOINT
6" BEHIND CURB 'STRUCTIJRAL SECTION 4"AC OVER 6"
CLASS I/AB OVER NATIVE SUBGRADE
COMPACTED TO 95% REL. COMP.
TYPICAL DETAIL -SAWCUT AC PAVEMENT
SCALE: NOT TO SCALE
NOTE: EXISTING SEWER LATERAL LOCATION
UNKNOWN. TO BE REMOVED PER CITY STANDARDS.
ALL PRIVATE SEWER LATERALS TO HAVE BACKWATER
VALVE -SEE SEPARATE MEP PLANS
'PAVEMENT NOTE: STRUCTURAL SECTION
TO BE CONFIRMED IN FIELD BY GEOTECH.
ENGINEER BASED ON OBSERVED
R-VAULES I TESTING
"AS BUILT"
PASCO LARET SUITER P.E, __ _ EXP.----DATE
& ASSOCIATES REVIEWED BY:
San Diego I Cardiff I Orange County
Phone 858.259.8212 I www.plsaengineering.com
INSPECTOR DATE --+1'-_A_PPR--'-ox ___ LOCA,...._ -Tl-o-No_F _____ (_~-""-=-,'-=-,.-~~~-------R-o-w------'-' --------------+-~ f"~\ G ~ APPRg{i,i~fi~:\~ 7 1-R:::rJo-:::w'-:""-•.-== "
EXIST1NG POV\ol:R POLE -\ I HYDRAN~ TO • ~ I
TOREMAIN I RE.MAIM./ ' ' _ r----v----,_ ~ (I: ~ :r ~ • , GRAPHIC SCALE: 1" = 10'
1------1---+-----------+---+-----+--+----I I SH2EET I CITY OF CARLSBAD I SHE2ETS I ENGINEERING DEPARlMENT :==~========='..-=::=::::::: PLAN VIEW -FRONTAGE IMPROVEMENT PLAN IMPROVEMENT PLANS FOR:
SCALE: 1" = 10' HORIZONTAL 10 0 10 20 30 GARFIELD BEACH HOMES
3570 GARFIELD STREET PUD2021-0007
6 WATER MAIN DATA TABLE □ CURB DATA TABLE ◊ STREET CENTERLINE DATA TABLE
ROW 2022-03B2 PLAN AND PROFILE CDP 2021-0038
APPROVED: JASON S. GELDERT
LINE LENGTH DELTA I BEARING RADIUS REMARKS
LINE LENGTH DELTA/ BEARING RADIUS REMARKS LINE LENGTH DEL TA I BEARING RADIUS DEL TA ENGINEERING MANAGER RCE 83912 EXP.9/J0/24 DAlE
In. 106.24' N34'02'01"W 8" PVC CLASS 235
[I] 41.24' N 34' 02' 01" W -6" G-2 PCC C&G
0 41.35' N 34' 02' 01" W -6" G-2 PCC C&G N34'02'01"W
.ffi,
DA lE INITIAL
ENGINEER OF W0RK REVISION DESCRIPTION
DAlE INITIAL DAlE INITIAL I RVWD BY: ---1 PROJECT NO. DRAWING NO.
,_01H_ER_~~-AL---<r--a-TY-M'-PR_OV._AL__, CHKD BY: _ .___C_T_20_2_1_-_0_00_2 _ _,.__5_3_8-_2__.
J:\4CTIVE JOBSl3529 RINCON GARFIELD snCIVIL IDRAWINGUMPROVEMENT PLANS\3529--CV-IMPR-02-IMP-PP.dwg PLSA 3529-01
DocuSign Envelope ID: 3F88B3EB-1A33-49A4-8D46-B6E95A254701
8/3/2023