HomeMy WebLinkAboutDWG 546-2; CDP 2022-0062; 3912 GARFIELD STREET; 01-02LOLO
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 CONDlnONAL APPROVAL, CITY
STANDARDS OR OTHER ADDlnONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMP7l Y 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 ADDlnONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRlnNG THE POLICY MUST HAVE A RATING OF "A-" OR BETTER
AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDlnONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRFCONSTRUCVQN MfFTING SHAU BF HFl Q AT TH£ SIT£ PRIOR TO TT-If
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTT-IFR ASPECTS OF THF 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.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRE CONSTRUCTION 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 THF DAY BFFORF THF INSPFCTTON IS NFFDFD 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 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 £STAB/ /SHED BY TT-IF CONSTRUCTTON SAEfIY ORDERS nn F B
CALIFORNIA ADMINISTRA TIVF CODE. THF PLAN SHALL BE PRFPARFD 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, OPFRATTONS W1/ I CFASF IMMfDIATFI 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 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 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
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING Al ONG TH£ HAW ROUTE OR ADJACENT STRFFTS AS A RfSllt T OF TH£
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 IID?E 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 UT/LlnES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FAC/LlnES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAC/LlnES
,( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE sumCIEN7l y
HEAD 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.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR
FACILlnES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS {619}262-1122
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722
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 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 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.
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 T/7lE 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 M/9.
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 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS.
SEIVER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDlnON), VOLUME I-
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
EDlnON (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.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
EDlnON) VOLUMES 2 & 3.
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL \/ES ON EXISTING C.M. W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
3. 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.
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT.
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK 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.
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS
SHALL BE 10 FEET.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE.
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER
COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR
C900.
13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
14. NO cumNG 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. IMRE
TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST
BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER
WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR
BURIED ASSEMBLIES OR BURIED VAL \/ES. 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 IMRE 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 IMRE 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
SCHEDULED WATER SHU7DOWN.
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 (LATEST VERSION) ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003
REVISION 1 AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS
(LA TEST VERSION), THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND TRANSPORTATION DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER /NlnAL 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" CONDlnON, 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.
PROJEC
SITE
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL (LATEST
VERSION) ON UNIFORM TRAmc CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1,
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 (LA TEST VERSION)
ON UNIFORM TRAmc 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 OM1-J 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"
20. ALL NEW OR RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY
ANY OBSTRUCTIONS. THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE
ANY VEGETATION BLOCKING THE NEW OR RELOCATED SIGNS.
BASIS OF BEARINGS
CENTERLINE OF GARFIELD STREET AS SHOWN ON MAP NO. 1747 AS FILED ON
FEBRUARY 8, 1928 IN OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY.
I.E. N34.33'00"W.
TOPOGRAPHY
SAWYER LAND SURVEYING, INC.
8427 HO\IENWEEP COURT
SAN DIEGO, CA 92129
DATED: 06-30-19 DATTJM: NGVD 88
UPDATED BY BHA, INC.
DA TED: 10-27-23
PROJECT LOCATION
11-IIS PROJECT IS LOCATED Wlll-llN ASSESSORS PARCEL NUMBER{S)
206-012-02
TI-IE CALIFORNIA COORDINATE INDEX OF 11-IIS PROJECT IS:
N 2000130 E~6=2=2=6=22=2~-------
BENCH MARK
DESCRIPTION· ELEVATION IS BASED ON CITY OF CARLSBAD
' VERTICAL CONTROL PONT NO. 141. CLSB-141.
2.5" BRASS DISK STAMPED CLSB-141 LS 6215
LOCATION: NE CORNER OF NORTHBOUND COAST HIGHWAY 101 BRIDGE
OVER AGUA HEDIONDA LAGOON. SOUTH OF TAMARACK AVE.
RECORDED: RECORD OF SURVEY NO. 17271
ELEVA T/ON: 26.518 DA TUM: NGVD 29
"DECLARATION OF RESPONSIBLE CHARGE"
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
FOR PROJECT DESIGN.
FIRM: BHA INC.
ADDRESS: ___ 5_11_5_A_V£_NI_DA_E_N_CI_NA_S~,_S_U_ITE_L __
CITY, ST.: --~C~A~R=LS=B~A=D,~C=A=L~lf'i=OR=N=IA~---
TELEPHONE: 760-931-8700
~::TE: ~:_:~~WAY
R.C.E. NO.: 29271
REGISTRA T/ON EXP/RATION DA TE: --=J-~3=1_-=25~
5115 AVENIDA ENCINAS
SUITl "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
ss
RONALD L. HOLLOWAY
NO. 29271
C'JVI\,
F Cli
VICINITY
CITY OF OCEANSIDE
HIGHWAY 7B
MAP
NOT TO SCALE
CITY OF VISTA
PACIFIC
OCEAN
• ~"-·· ---~ --~ '
' ~~~ AVf.
CITY OF ENCINITAS
LEGAL DESCRIPTION
APN 206-012-02: LOT 2 IN BLOCK "L" OF PALISADES,
IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1747,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, FEBRUARY 5, 1923.
SHEET INDEX
1 Tin.£ SHEET
2 GARFIELD STREET -PLAN AND PROFILE
PROJECT ADDRESS
3912 GARFIELD STREET
CARLSBAD, CA 92008
OWNER/DEVELOPER
GARY C. CRUSE AND DEBRA J .. CRUSE, HUSBAND
AND WIFE AS JOINT TENTANTS
3912 GARFIELD STREET
CARLSBAD, CA 92008
REFERENCE DRAWINGS
DWG 118-9
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION N0. __ 7_4_96 _____ _ DA TED OCTOBER 4, 2023
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SO/LS REPORT AND RECOMMENDATIONS BY GEOSOILS. INC.
DATED AUGUST 15, 2022 AND UPDATED LFTTFR DATED APRIL 26. 2024
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 OCTOBER 4 2023
9. STORM WATER POLLUTION PREVENTION PLAN PREPARED
BY----....!.!;"'------DATED ______ _
10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED
BY NA MTED ______ _
11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION D'WG.NO. SYMBOL QUANTITY
PROPER TY LINE ----
RIGHT OF WAY
EXISTING SEWER MAIN/LATERAL I , '\ : :, ) \ ~ /
EXISTING WATER MAIN/LATERAL \/ \,',/ \
"'/
EXISTING GAS MAIN (nr. '"l -,Iv:-\:_:, -' .
EXISTING RETAINING WALL
PROPOSED ROOF DRAIN DOWN SPOUT 0
COARSE GRAVEL (AGGREGATE SIZES ~ BETWEEN 1-1 /2" AND 2-1 /2") FOR ROOF
D0\'1111 SPOUT PAD {2'x2'x6" DEEP)
EXISTING CONTOURS ---1c:ic;, --
FINISHED GROUND CONTOURS 1 ,,--.,,,--.,
EXISTING FIRE HYDRANT (PUBLIC) >t-V n
LS
EXISTING TOP OF CURB ELEVATION .54 !':.'1
EXISTING FL OF GUTTER ELEVATION -~-54. ·:-;J_
EXISTING LIP OF GUTTER ELEVATION -\-,S /.32
eJ.!.fi.L lC lMERQ 'it£.M.f.!:J. 'l£
PROPOSED 4" AC/6" AGGREGATE I I 225 SF
BASE MINIMUM
111111111 I I 1
TRENCH RESURFACING • CCSD GS-26,GS-28 36LF ... SDRSD G-14A I I ~ " l " I CONCRETE DR/I/EWA Y MOD/RED 186 SF
• CCSD GS-12
6" CURB AND GUTTER ... SDRSD G-02 MOD. '" . 50 LF
MOD/RED " "
CONCRETE SIDEWALK ••• SDRSD G-07 MOD. I " . , • I 195 SF ' . . MOD/RED
I" WATER SERVICE W/1" METER •• CMWD W-5 ~ I EA
3" GRIND AND OVERLAY SEE DETAIL ON E:22?/0 305 SF
SHEET 2
• CCSD -CITY OF CARLSBAD STANDARD DRAWING
•• CMWIJ-CARLSBAD MUNICIPAL WATER DISTRICT *** SDRSD-SAN DIEGO REGIONAL STANDARD DRAWING
"AS BUil T"
P.E. EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SHiT I CITY OF CARLSBAD I SH2TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
3912 GARFIELD STREET
TITLE SHEET
ROW2023-0832
APPROVED: JASON S. GELDERT
ENGINEERING ~ANAGER RCE 63912 EXPIRES 9/30/24 DATE
DWN BY: DJC PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:
OTHER APPROVAL CITY APPROVAL RVWD BY: CDP2022-0062 546-2
Docusign Envelope ID: A3BA4AE3-57BB-4A2D-8BAB-634F203A283E
8/21/2024
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EXIST. SEWER LATERAL TO
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SEE SPECIAL SEWER NOTE.
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CURB DATA TABLE
SCALES: V£R71CAL: 1•-4•
HORIZONTAL: 1•-10•
NO. LENGTH BEARING-DEL TA RADIUS REMARKS
IT] 50.00' NJ4 'JJ'oo·w 6" CURB &-GUTTER PER G-02.
bl-lA,lnc.
NOTE
CONTRACTOR TO 'IERIFY THE EXISTENCE AND LOCATION OF ALL EXISTING
LEGEND OF ABBREVIATIONS
AB -
AC -
BC -
BVC -
BW -
C&G -
CDS -
CL -co -
C -
E -
EC -
ECR -
EG -
EP -
EVC -
FC -
FG -
FM -
FS -
G -
GB -
GF -
HOPE -
HP -
I -
C z c(
UJ C ;ii
"' "-0
z
EXISTING ::I!
UJ
-PAVEMENT)
z c( --' Cl.
C --' 0 (.) -----------
AGGREGATE CONCRETE BASE IE -INVERT ELEVATION
ASPHALT CONCRETE JT -JOINT TRENCH
BEGIN CURVE LT -LEFT
BEGIN VERTICAL CURVE MH -MANHOLE
BOTTOM OF WALL NTS -NOT TO SCALE
CU RB AND GUTTER OH -OVERHEAD
CUL-DE-SAC p -PAVEMENT
CENTERLINE PCR -POINT OF CURB RETURN
CLEANOUT PL -PROPERlY LINE
CONCRETE PRC -POINT OF REVERSE CURVE
ELECTRIC PVC -POLYVINYL CHLORIDE
END CURVE RCP -REINFORCED CONCRETE PIPE
END CURVE RETURN RT -RIGHT
EXISTING GRADE RW -RIGHT-OF-WAY
EDGE OF PAVEMENT s -SEWER
END VERTICAL CURVE SD -STORM DRAIN
FACE OF CURB SDRSD -SAfl DIEGO REGIOtw. STANDARD DRAWING
FINISHED GRADE SG -SUBGRADE
FORCE MAIN SW -SIDEWALK
FlNISHED SURFACE/ARE SEIMCE T -TELEPHONE
GAS TB -TOP OF BERM/DIKE
GRADE BREAK TC -TOP OF CURB
GARAGE FLOOR TIF -TOP OF FOOTING
HIGH DENSllY POLYETHYLENE TG -TOP OF GRATE
HIGH POINT
IRRIGATION
6.50'
-MIN.
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TW -TOP OF WALL w -WATER
---COLD PLANE MIN. OF 6.5' WIDE AND
GRIND AND O'IERLA Y AC MIN. 3• FOR
SMOOTH TRANSITION
UTILITIES BEFORE COMMENCING WORK. CONTRACTOR SHALL TAKE PRECAUTIONARY
MEASURES TO PROTECT THE UTILJTY LINES SHOWN HEREON AND ANY OTHER
EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS
-----------/
PROPOSED 4"AC OVER
6" AGGREGATE BASE MINIMUM.
SEE STREET NOTE /7.
SPECIAL SEWER NOTE
BACKFLOW VAL 'IE REQUIRED ON SEWER LATERAL. SEE BUILDING PERMIT.
R/W
GRIND AND OVERLAY AC/ SA WCUT JOINT DETAIL
JO'
VARIES EP VARIES
60'
(f
NTS
R/W
JO'
20'
10'-16' 14'-20' 1--1.:14,__' ---,-l--"6!....' -1-.io6-c>1.5_' _.,-11,,. ~~/,J.5' WIDE LANDSCAPED PARKWAY 6.5,
c = -: -=c:-l'=p=li;.,._.idj:~2-ii%it=~/--..._ PER CDP2022-0062
COLD PLANE MIN, OF 6,5' WIDE
AND GRIND AND 01/ERLA Y AC MIN.
3" FOR SMOOTH TRANSITION--.-/
PROPOSED 4"AC OVER
6" AGGREGATE BASE MINIMUM
PER DWG 546-2. ___ _,,
,,.. '
GAREIBl,P STREET (PROPOSED)
NOT TO SCALE
6.5' WIDE CONCRETE
I SIDEWALK PER DWG 546-2.
'-TYPE G CURB & GUTTER
PER DWG 546-2,
R/W 60' R/W
JO' f JO'
VARIES EP VARIES VARIES EP VARIES
10'-16' 14'-20· 14'-20· 10'-16' "AS BU I LT"
-=-----
GARFIELD STREET (EXISTING) P.E. ___ EXP. ___ _ DATE
NOT TO SCALE REVIEWED BY:
INSPECTOR DATE
t---t---+-----------+----l---1-----l-----ll SH2EET I CITY OF CARLSBAD I SH2EETS I
;:::::=:::::::'..::::=:=E::N::Gl::N::E::ER::l::NG::::::::D::E::P::A::RTM:::::::::E:::N::T==::::.:==:~
t---t---+----------------1-------1---1----l-----1 IMPROVEMENT PLANS FOR:
3912 GARFIELD STREET
PLAN AND PROFILE
t----t--+----------------1-------1----l-----1--J :=R=O=W2=0=2=3=-=08=3=2===============
APPROVED: JASON S. GELDERT
lard pltm,,lrg, c\·· .. 11 e1",g\1ee'lrg, §,J1r1eylrg
5' 1 o· 20' 30' PLAN: GARFIELD STREET
SCALE: 1" = 10' SCALE: 1• = 10'
/
5115 AVENIDA ENCINAS
SUITl "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
t---f---+----------------1-------1---1-----L----1 ~E~NG~IN~EER~IN:::G:::~::::AN:;A:;:GE;:R:::;-;:::RC::E:::6:::39::::1:::2:::::::E:::XP:::IR:::ES::::9:'.l/::::3::o::/2:::;4';:::::::::::D:::A::::TE:::::::~
t-"'DA:-cTE:c-f-clc::Nl=TI-:-:AL-+----------------1-------l---1----l-----1 OWN BY: DJC PROJECT NO. DRAWING NO.
,__D_ATE_~IN_lll_A_L-+-_D_ATE_~IN_lll_A_L_. CHKD BY: __ _
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CDP2022-0082 546-2
Docusign Envelope ID: A3BA4AE3-57BB-4A2D-8BAB-634F203A283E
8/21/2024