HomeMy WebLinkAboutDWG 524-6; PD 2020-0008; CHURCH RESIDENCE; 01-03REVIEWED BY:
DATEINSPECTOR
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"AS BUILT"
ENGINEERING DEPARTMENT
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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 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.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECT/ON OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCT/ON. 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
CERT/FICA TE 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 BiTTER
AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS KEY
RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE 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 ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL ORA WING 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 CONSTRUCT/ON.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACT/ON
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY 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 PRFCONSTRUCTION MEETING SHAii BF HF! D AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECT/ON, 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 CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
IJ. ALL INSPECT/ON REQUESTS OTHER THAN FOR PRECONSTRUCT10N 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 IN$PFCTION 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 SUBMlmNG
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 INSTALLA TlON
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 ESTABI !SHED BY THE CONSTRUCTION SAFETY ORDERS TITI E B
CALIFORNIA ADMINISTRA TlVE 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. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS WIii CEASE IMMED/Alfl Y 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.
17. ALL OPERA TlONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA TlON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
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
OPERA TlONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. 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 LOCA TlON 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.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCt/ON NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT) 811
SDG&E (800)411-7343
AT&T (619)237-2787
SPECTRUM CABLE (800)227-2600
COX COMMUN/CA TlONS {619)262-1122
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
"CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722
'SAN DIEGU/TO WATER DISTRICT (760)633-2650
*LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
*OLIVENHA/N WATER DISTRICT (760) 753-6466
*BUENA SAN/TA TION DISTRfJs APPROPRIATE (760)726-fJ40 xlJJO
23. 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 SA TlSFACTION
OF THE CITY ENGINEER.
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PR/NC/PALLY 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 LUM/NA/RES SHALL BE ·cur OFF" TYPE.
J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD
LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
10. STREET LIGHTS SHALL BE 5,500 LUMEN ( 40 WA TT) OR 13,700 PUPIL LUMEN
(100 WATT) HIGH EFFICIENCY INDUCTION LIGHTS.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME /-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CA TlONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST
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.
J. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
EDITION) VOLUMES 2 & J.
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 OPERA T/ONS' PUBLIC WORKS MANAGER.
J. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECT/ON
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)438-3891.
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 CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECT/ON 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 VAL VE 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 JO" 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 STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH 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 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 STA TlON.
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 VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST
BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERA TlON. RUN TRACER
WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VAL VE 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 SPECIF/CALLY 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.
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006
OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS.
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTA TlVE, 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 REFLECT/VE PER CAL TRANS SPECIF/CA TlONS.
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
PUBLIC WORKS 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 CALTRANS METRIC
STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
IJ. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION/, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR
TO 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 SPECIF/CALLY SHOWN AS EXISTING TO BE
RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OMl-3 OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OMl-3
OBJECT MARKER SHALL BE 12"X12"
SOURCE OF TOPOGRAPHY
INDEX OF SHEETS
TITLE SHEET
DETAILS
IMPROVEMENT PLAN
1
2
J
REFERENCE DRAWINGS
DWG 450-9
DWG 524-6A
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE SOU/HERL Y LINE OF LOTS 5 -8,
BLOCK D, MAP 2152 IE S7214'10"£
DEVELOPER
NAME: BARRY A. CHURCH & SHANNA L. CHURCH
ADDRESS: 1072 WIEGAND STREET. ENCINITAS. CA 92024
PHONE NO.: (760) 613-2224
VICINITY MAP
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED
BY THE Cl TY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. APPROVAL LETTER DATED ~N~A __________ _
5. THE STANDARD SPECIF/CA TlONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENOA TlONS BY C. W. LA MONTE COMPANY INC.
DA TED NOVEMBER 15. 2018 AND ATTACHMENTS
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
DA TED SEPTEMBER 17 2021
9. STORM WATER POLLUTION PREVENT/ON PLAN (TIER 11) PREPARED
BY SOWARDS AND BROWN ENGINEERING ON RELATED GRADING PLAN
10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED
BY SOWARDS AND BROWN ENGINEERING DA TED APRIL 24 2020
11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
PROPER TY BOUNDARY
EXISllNG CONTOUR
PROPOSED CONTOUR
EXISTING ELEVATION
PROPOSED ELEVATION
ABOVE GRADE ELEVATION
DAYLIGHT LINE
SAWCUT LINE
LEGEND
DWG. NO.
PER DWG 524-6A
SYMBOL
_,,s----
___ _,[IT[]1----
X 115. 5 Ji_i_s._50)_
X 115.5
·-[13_50_50] -.,_ ,,_
■ ■ I I I I I
11 I' " " , j ii I I j
QUANTITY
75 L.F.
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD
SURVEY METHODS FROM INFORMATION GATHERED ON JUNE 25
20.1./L_ BY SOWARDS & BROWN ENGINEERING
CITY OF OCEANSIDE
DIRECllON OF FLOW
EXISTING RETAINING WALL
PROPOSED RETAINING WALL
PROPOSED AC PAVEMENT
PROPOSED 6" CURB
PROPOSED CONCRETE
SPECIAL NOTE 7 , SHEET 2
SDRSD G-1•
680 S.F.
BO L.F.
65 S.F.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
206-200-04
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 6 232 020 E..cl .. 9""9"'8.w10"-'1 ______ _
BENCH MARK
DESCRIPTION: CITY OF CARLSBAD BENCHMARK "CLSB-118"
LOCATION: A 2.5" BRASS DISC ON TOP OF SLOPE ON THE SOUTH
SIDE OF ADAMS STREET OPPOSITE HIGHLAND DRIVE
RECORDED: __________________ _
ELEVATION: 88.671 DATUM: NGVD 29
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
PACFIC
OCEAN
RESPONSIBILITIES FOR PROJECT DESIGN. _..,.~f::':ES,-......_ 0 Sta FIRM: SOWARDS & BROWN ENGINEERING
ADDRESS: 2187 NEWCASTLE AVE STE 103
CITY, STA TE: CARDIFF BY THE SEA CA 92007
::EP~~;
~ROWN
DATE: 6/19/23
R.C.E. N0.:~3=6~19~0~-------------
REGISTRA TION EXP/RATION DA TE: ~6'-'-/=30,,.,1~2~4 _____ _
--z. m m
"'
78
CITY OF VISTA
CITY OF ENCINITAS
TOTAL LOT AREA -~2~1=2=03~S~F _____ _
TOTAL DISTURBED AREA = ~1~1 =6J=9_S=F ___ _
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS. CONSTRUCTION
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
TOTAL REPLACED IMPERVIOUS AREA -~O~S=F __
TOTAL PROPOSED IMPERVIOUS AREA = 8 000 SF
SPECIAL NOTE 8, SHEET 2*
PROPOSED WATER SERVICE CMW W-5
PROPOSED BACKFLOW PREVENTER CMW W-5
PROPOSED SEWfR LATERAL S-7 (1)
PROPOSED PERVIOUS CONCRETE (SEE DETAIL, SHEET 2)
PROPOSED PCC DRIVEWAY SDRSD G-14A*
PROPOSED PEDESmlAN GUARDRAIL SDRSD M-24
-• -•---®
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285 S.F.
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ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE:
(1) CITY OF CARLSBAD STANDARD
(2) CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING
• MODIFIED BY CITY OF CARLSBAD
SPECIAL NOTE: A NATIONAL READY MIX CONCRETE ASSOC/A TION (NMRCA) PERVIOUS CONCRETE CERTIFIED
CONTRACTOR MUST INSTALL THE PERVIOUS CONCRETE. CONTRACTOR IS TO PROVIDE PROOF OF CERT/FICA TION
TO THE ENGINEERING INSPECTOR PRIOR TO START OF WORK.
JOB NO. 18-045 6/19/23
SOWARDS & BROWN ENGINEERING
CONSULTING EN01NEERS
2187 NEWCASTLE AVENUE SUITE 1 03
CARDIFF BY THE SEA, CA., 92007
TEL. 760/436-8500 FAX 760/436-8603
t--+---+-----------+--+---+----+--tWI CITY OF CARLSBADIW
>---+------+-----------------+----+----+----+--.... IMPROVEMENT PLANS FOR:
CHURCH RESIDENCE
>---+------+-----------------+----+----+----+--.... ROW 2020-0467 IMP COVER DEV2019-0036
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DA TE
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: SMJ PROJECT NO. DRAWING NO.
~~~g ~~~ --PD2020-0008 524-6
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DocuSign Envelope ID: E4E46D8E-BECC-4DF6-9BC0-17CB2745DF91
8/1/2023
N
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
NF
I
8s
.,.,1
6 ~ -
PERVIOUS CONCRETE PAl/fMENT SPECIFICARONS
PER COLORADO READY MIX CONCRETE ASSOC/ARON-
A. CEMENT SHALL BE PORTLAND CEMENT TYPE I OR TYPE II CONFORMING TO ASTM C 150 OR PORTLAND CEMENT
TYPE IP OR IS CONFORMING TO ASTM C 595.
B. SUPPLEMENTARY CEMENTITIOUS MATERIALS:
1. FLY ASH CONFORMING TO ASTM C 618.
C. ADMIXTURES:
1. AIR ENTRAINING ADMIXTURES MEETING ASTM C 260.
2. CHEMICAL ADMIXTURES SHALL COMPLY tl1TH ASTM C 494.
A. WATER REDUCING ADMIXTURES: TYPE A. MID-RANGE WATER REDUCING ADMIXTURES (MRWRA) OR HIGH RANGE
WATER REDUCING ADMIXTURES TYPE F OR G ARE PERMITTED DUE TO LOW WATER-TO-CEMENT (CEMENTITIOUS)
RATIOS SPECIFIED FOR PERVIOUS CONCRETE.
B. HYDRATION STABILIZING ADMIXTURES MEETING REQUIREMENTS OF ASTM C 494 TYPE B RETARDING OR TYPE D
WATER REDUCING/RETARDING ADMIXTURES ARE REQUIRED. THIS STABILIZER SUSPENDS CEMENT HYDRATION BY
FORMING A PROTECTTVE BARRIER AROUND THE CEMENT/T/OUS PARTICLES, DELA YING THE INITIAL SET AS THE
PERVIOUS CONCRETE HEATS UP IN THE TRUCK. A STANDARD RETARDER tl1LL NOT PREVENT PREMA TUR£
HYDRATION WHILE THE STABILIZER THE USE OF HOT WATER DURING COLD WEA /HER WILL REQUIRE AN
INCREASED DOSAGE OF HYDRATION STABILIZER.
D. AGGREGATES:
1. COARSE AGGREGATE SHALL MEET THE GRADING AND QUALITY REQUIREMENT OF ASTM C 33, BASED ON
MEETING THE PROJECT REQUIREMENTS.
2. FINE AGGREGATE COMPLYING WITH ASTM C 33 SHALL PROVIDE 6% ± 2 % OF TOTAL AGGREGATE WEIGHT.
3. A COMBINED COARSE AND FINE AGGREGATES GRADA T/ON SHALL BE PROVIDED AND A MINIMUM OF 10% OF
THE MATERIAL SHALL PASS THE #4 SIEVE. (RESEARCH SUGGESTS THAT THE INCLUSION OF ADDITIONAL
SAND INCREASES THE FREEZE THAW RESISTANCE, DURABILITY. AND STRENGTH WHILE ALLOtl1NG ADEQUATE
POROSITY.)
4. LARGER AGGREGATE SIZES MAY INCREASE POROSITY BUT CAN DECREASE WORKABILITY AND STRENGTH,
WELL GRADED AGGREGATES SHALL 8£ A VOIDED AS THEY MAY REDUCE POROSITY AND MAY NOT PROVIDE
ADEQUATE VOID CONTENT.
5. NATURAL ROUNDED AGGREGATES, WHERE AVAILABLE, ARE RECOMMENDED.
£. WATER SHALL BE POTABLE AND COMPLY tl1TH ASTM C 1602.
F. FIBER REINFORCEMENT SHALL COMPLY WITH ASTM C 1116.
G. RECOMMENDED MIXTURE PROPORTIONS:
THE CONTRACTOR SHALL FURNISH A PROPOSED MIXTURE DESIGN, WITH PROPORTIONS OF MATERIALS, OR IF
MIXTURE PROPORTIONS ARE PROPRIETARY, A WRITTEN SUBMITTAL FROM THE CONCRETE SUPPLIER, PRIOR TO
COMMENCEMENT OF WORK. THE DA TA SHALL INCLUDE DENSITIES DETERMINED IN ACCORDANCE WITH ASTM C 29
SECTION 11, JIGGING PROCEDURE. THE COMPOSITION OF THE PROPOSED CONCRETE MIXTURE SHALL BE
SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND/OR APPROVAL AND SHALL COMPLY tl1TH THE
FOLLOWING PROVISIONS UNLESS AN AL TERNA T/VE COMPOSITION IS DEMONSTRATED TO COMPLY tl1TH THE
PROJECT REQUIREMENTS. MIXTURE PERFORMANCE WILL BE AFFECTED BY THE PROPERTIES OF THE PARTICULAR
MATERIALS USED. TRIAL MIXTURES MUST 8£ TESTED TO ESTABLISH PROPER PROPORTIONS AND DETERMINE
EXPECTED BEHAVIOR. CONCRETE PRODUCERS MAY HA VE MIXTURE PROPORTIONS FOR PERVIOUS CONCRETE
OPTIMIZED FOR PERFORMANCE WITH LOCAL MATERIALS. APPENDIX 6 OF AC/ 21 I.JR PROVIDES A GUIDE FOR
PERVIOUS CONCRETE MIXTURE PROPORTIONING. GENERAL MIXTURE RECOMMENDATIONS ARE AS FOLLOWS:
1. CONCRETE MIXTURE DENSITY: RANGE OF 105 LB/HJ TO 130 LB/FT3 (1682 KG/M3 TO 2082 KG/M3) PER
ASTM C 29, SECTION 11, JIGGING PROCEDURE.
2. CONCRETE MIXTURE VOID CONTENT: RANGE OF 15% TO 25%; PER ASTM C 138, GRAVIMETRIC AIR
DETERMINATION.
3. CEMENTITIOUS CONTENT: RANGE OF 450 LBS/YDJ TO 550 LBS/YD3 (267 KG/M3 TO 326 KG/M3).
4. SUPPLEMENTARY CEMENT/T/OUS CONTENT: FLY ASH: 20% MAXIMUM; COMBINED
SUPPLEMENTARY CEMENTITIOUS CONTENT: 20% MAXIMUM.
5. WATER-TO-CEMENT {CEMENT/T/OUS) RATIO: RANGE FROM 0.26 TO 0.35.
6. AGGREGATE CONTENT: THE BULK VOLUME OF AGGREGATE PER CUBIC YARD {CUBIC SHALL BE EQUAL TO
27FT3 {LOOOL) WHEN CALCULATED FROM THE DENSITY {UNIT WEIGHT) DETERMINED IN ACCORDANCE WITH
ASTM C 29 JIGGING PROCEDURE.
7. ADMIXTURES: ADMIXTURES SHALL 8£ USED IN ACCORDANCE tl1TH THE MANUFACTURERS' INSTRUCTIONS ANO
RECOMMENDA T/ONS.
8. MIXTURE WATER: THE QUANTITY OF MIXING WATER SHALL BE ESTABLISHED TO PRODUCE A PERVIOUS
CONCRETE MIXTURE OF THE DESIRABLE WORKABILITY TO FAG/LITA TE PLACEMENT, COMPACTION, AND
FINISHING TO THE DESIRED SURFACE CHARACTER/ST/CS. MIXTURE WATER SHALL 8£ SUCH THAT THE CEMENT
PASTE 0/SPLA YS A WET METALLIC SHEET WITHOUT CAUSING THE PASTE TO FLOW FROM THE AGGREGATE. (A
CEMENT PASTE WITH A DULL -DRY APPEARANCE HAS INSUFFICIENT MIXTURE WATER FOR HYDRA T/ON.)
INSUff/CIENT MIX WATER RESULTS IN INCONSISTENCY IN THE MIX AND POOR BOND STRENGTH. HIGH WATER
CONTENT MAY RESULT IN THE PASTE SEALING THE VOID SYSTEM PRIMARILY AT THE BOTTOM AND POOR
BOND AT THE UPPER SURFACE.
9. AIR ENTRAINMENT: HAS BEEN SHOWN TO INCREASE FREEZE THAW DURABILITY OF PERVIOUS CONCRETE.
10. FIBER REINFORCEMENT: MAY HELP PREVENT RAVELING BUT MAY DECREASE WORKABILITY.
,.,. 'SPECIFIER'S GUIDE FOR PERVIOUS CONCRETE PAVEMENT DESIGN (VERSION 1.2)'
SPECIAL NOTES
1. BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCT/ON DUE TO SOIL ENGINEERS
FIELD TESTS AND RECOMMENDATIONS.
2. A SEPARATE RIGHT OF WAY PERMIT IS REQUIRED PRIOR TO START OF WORK FOR DRIVEWAY&: IMPROVEMENTS
WITHIN ADAMS STREET PROPOSED ANO EXISTING PUBLIC R/W.
3. ALL UTILITIES TO BE INSTALLED UNDERGROUND.
4. WATER SERVICE TO 8£ EXTENDED FROM NEW METER TO NEW RESIDENCE '111TH SCHEDULE 40 PVC HAVING 24"
COVER (MIN.)
5. THE SURFACE OF ALL FIRE DEPARTMENT ACCESS ROUTES SHALL BE OF AN IMPERVIOUS "ALL-WEATHER"
SURFACE MATERIAL, DESIGNED TO CARRY A MINIMUM LOAD OF 75,000 POUND AXLE WEIGHT.
6. A NATIONAL READY MIX CONCRETE ASSOCIATION (NMRCA) PERVIOUS CONCRETE CERTIFIED CONTRACTOR MUST
INSTALL THE PERVIOUS CONCRETE. CONTRACTOR IS TO PROVIDE PROOF OF CERT/FICA T/ON TO THE
ENGINEERING INSPECTOR PRIOR TO START OF WORK.
Z AC PAVEMENT SECTION SHALL BE MIN. 4" THICK OVER 12" CLASS 2 BASE ON 12" EXISTING GRADE
COMPACTED TO MINIMUM 95% DRY DENSITY. UNLESS OTHER'IASE SPECIFIED BY SOILS ENGINEER BASED ON
OBSERVATIONS IN THE FIELD ANO R VALUE TESTS. PER CITY OF CARLSBAD STANDARD DRA'NING GS-1.
~ 8. PCC DRIVEWAY SECTION SHALL 8£ MIN. 5 1/2" THICK ON EXISTING GRADE COMPACTED TO MINIMUM 90% DRY
~ DENSITY. UNLESS OTHER'NISE SPECIFIED BY SOILS ENGINEER BASED ON OBSERVA T/ONS IN THE FIELD. -~ 9. PERVIOUS CONCRETE SECTION SHALL BE 6" PERVIOUS CONCRETE OVER 6" CRUSHED AGGREGATE OVER NATIVE
q_ f
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{ PER PR 2020-0010 ADAMS STREET I
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I I EXISTING EDGE OF PAVEMENT I
REMOVE AND REPLACE 2' AC
TYPICAL SECTION ADAMS STREET
STATION 33+98.74 TO 34+37.83 AND 34+59.46 TO 34.72.27 (LOOKING l!f'ST) N. T.S
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NOTE:
1. SEE SEPARATE PLAN FOR GRADING PLANS 'NITHIN
SUBJECT PROPERTY PER ORA WING NUMBER 524-6A.
I I REMOVE AND REPLACE 2' AC \ I
TYPICAL SECTION ADAMS STREET
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6" THICK PERVIOUS CONCRETE SIDEWALK
(SEE SPECIF/CATIONS, LEFT THIS SHEET)
6" THICK CRUSHED AGGREGATE 3/4" TO 1• NOMINAL DIA.
(WASHED TO REMOVED FINE MATERIAL)
5' CURB
, AC PAVEMENT
ADAMS STREET
TYPICAL PERVIOUS CONCRETE SIDEWALK SECTION
MODIFIED SDRSD G-7 N. T.S
SPECIAL NOTE: A NA 7/0NAL READY MIX CONCRETE ASSOC/A 7/0N (NMRCA) PERVIOUS CONCRETE
CERTIFIED CONTRACTOR MUST INSTALL THE PERVIOUS CONCRETE. CONTRACTOR IS TO PROVIDE
PROOF OF CERT/FICA 7/0N TO THE ENGINEERING INSPECTOR PRIOR TO START OF WORK.
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JOB NO. 18-045 6/19/23
SOWARDS & BROWN ENGINEERING
CONSULTING EN01NEERS
2187 NEWCASTLE AVENUE SUITE 1 03
CARDIFF BY THE SEA, CA., 92007
TEL. 760/436-8500 FAX 760/436-8603
t--+----+-----------+--+----+-----+--tw
1
CITY OF CARLSBAD
1
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1----+----+-------------------1---+---+---+----< IMPROVEMENT PLANS FOR:
CHURCH RESIDENCE
1----+----+-------------------1---+---+---+----< ROW 2020-0467 IMP DETAIL DEV2019-0036
APPROVED: JASON S. GELDERT
1----+----+-------------------1---+---+---+----< ENGINEERING MANAGER RCE63912 EXPIRES 9 30 24 DATE
DWN BY: SMJ PROJECT NO. DRAWING NO.
~~~g ~~~ --PD2020-0008 524-6 DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL 3, COMPACTED TO MINIMUM 90% DRY DENSITY. SEE TYPICAL SECTION THIS SHEET. 0.:1,,. __ ..;.; ... ;.;;....;...;. ........................ ..;;;; ...... .;.;;.; ...... .;.. ... __________________________________________________________ ..:;; ____ ;;;;;;; ____________ ;.;;; ____ ;;;;;;;; ___ ;;;;;;; _________________ ~
DocuSign Envelope ID: E4E46D8E-BECC-4DF6-9BC0-17CB2745DF91
8/1/2023
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
N
NF
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CONTRACTOR TO VERIFY EXACT LOCA TIO/IS & ELEVATIONS OF
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CONSTRUCTION, /HE ENGINEER OF WORK SHALL BE NOTIFIED OF
ANY DISCREPANCIES WIIH IHESE PLANS,
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SCALE: 1" = 5'
CURB DATA TABLE
CURB RADIUS BEARING LENGIH DESCRIPTION
No, I ANGLE
[I] 542.00' 5"26'08" 51-42' SDRSD C-1 CURB
[I] S86'07'25" 23]3' SDRSD C-1 CURB
NOTE:
---W ---W ---W 1. SEE SEPARA 7f PLAN FOR GRADING PLANS WI/HIN
SUBJECT PROPERTY PER ORA WING NUMBER 524-6A. ---W
EXISTING CURB/
& GUTTER/
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EXISTING POWER P
JOB NO, 18-045 6/19/23
SOWARDS & BROWN ENGINEERING
CONSULTING EN01NEERS
2187 NEWCASTLE AVENUE SUITE 1 03
CARDIFF BY THE SEA, CA., 92007
TEL. 760/436-8500 FAX 760/436-8603
DocuSign Envelope ID: E4E46D8E-BECC-4DF6-9BC0-17CB2745DF91
8/1/2023