HomeMy WebLinkAboutDWG 545-7; CDP 2022-0067; LABOUNTY RESIDENCE - 3950; 01-02GENERAL 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 CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
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 HA VE A RA TING 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 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 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 ENGINEER/NG
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 PRECONSTRUCVON MEETING SHAil BF HF/ D AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCT/ON, 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 INSPFCTlON IS NITDW 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,
STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS FSTABI ISHFD BY THE CONSml/CTION SAFETY ORDERS TIT1 E B
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. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPFRAT10NS k\,1I I CEASE IMMFDIAm )'. ANO 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 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 CONSTRUCT/ON 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.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCrtON 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 COMMUNICATIONS (619}262-1122
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
"CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
"SAN DIEGUITO WATER DISTRICT (760)633-2650
*LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
"OLIVENHAIN WATER DISTRICT (760)753-6466
*BUENA SAN/TA TION DISTRICT (760)726-1340 x1JJO • AS APPROPRIATE
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 TISFACT/ON
OF THE CITY ENGINEER.
D, \DRAWING FILES\Tln.E SHEETS~MPROVEMENT TITLE SHEET.DWG REVISED, 2/23/17
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
ENGINEER/NG 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-BUIL r' 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 ADMIN/STRA TIVE 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 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 1-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CATIONS 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 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
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 OPERATIONS' PUBLIC WORKS MANAGER.
J. 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 CA THOD/C 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 (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 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. WIRE
TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST
BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VAL VE 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
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
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 REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEV/A TION 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 CAL TRANS SPECIF/CATIONS.
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 LA TEST VERSION OFTHE CAL TRANS METRIC
STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 1D'
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.
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 (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 OMI-J OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OMI-J
OBJECT MARKER SHALL BE 12"X12"
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY HAND SHOT
METHODS FROM INFORMATION GATHERED ON 8/30/2021, BY COFFEY
ENGINEERING, INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
206-012-06 ----------------------,
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N 358 E ~1"'6,.,65.,_ _______ _
BENCH MARK
DESCRIPTION: 2.5" DISK STAMPED CLSB-141
LOCATION: SE CORNER OF VAULT ADJ. TO NE COR. NB COAST
HWY 101 BRIDGE OVER AGUA HEDIONDA LAGOON.
RECORDED: FEBRUARY 8. 2002 AS FILE NO. 2002 0112862 OF D.R.
PER ROS 17271
ELEVATION: ELEVATION: 26.518' DATUM: NGVD29
"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 ORA WINGS AND SPECIF/CATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: ____ C_O_FF._E_Y_E_N_G_IN_£_ER_I_NG---"IN-'-'C"-.----
ADDRESS: __ 9_6_6_6_B_U_S_IN_E_SS_P_A_R_K_A_VE_. _S_U_ITE_2_1_0_
CITY, ST.: __ Sc.cA~N~Dl=E~GO~•-Cc.cA~,~9=2~13"-'1 _____ _
I SITE
TELEPHONE: -~(8_5~8)_83_1~-,..01,._1~1 -~~----
BY: ____ ___,&==-'~""::..~..:;,,;,~----DATE: _6..,__/_17,.._/2_4 ___ _
DANIEL vALrili
R.C.E. ND.:_0_7_6_0_74 ___________ _
REGISTRATION EXP/RATION DA TE: _6CL/.-=J-"'O/.c..:2c.::6 ___ _
WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT .s>. ~ -:.. C/VI'-~' BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ,,. ~~
INDEX OF SHEETS
SHEET 1 - -TITLE SHEET
SHEET 2 --PLAN AND PROFILE
REFERENCE DRAWINGS
MAP 1747
DWG. NO. 118-9 (SEWER)
DWG. NO. 133-J (WATER)
BASIS OF BEARINGS
THE CENTERLINE OF GARFIELD STREET AS DEPICTED ON MAP NO.
I.E. S 34 'JJ'OO" E
DEVELOPER
LB BEACH PROPERTIES, LLC.
ADDRESS: 1 J 14 GULL COURT
CARLSBAD CA 92011
PHONE NO.: ( 442) 287-3372
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY-78
PACIFIC
OCEAN
"'
'.I 17
NOT TO " ~ SCALE
'1"
" CITY OF VISTA
'-"-CITY OF ENCINITAS '--___n_ _ _J
TOTAL DISTURBED AREA =~z~z~o~E~T-' _____ _
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-
S/TE 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 = 330 FT'
TOTAL PROPOSED IMPERVIOUS AREA -590 FT'
1747
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.
2.
J.
4.
5.
6.
7.
8.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD ENGINEERING STANDARDS
THIS SET OF PLANS
RESOLUTION N0._~75~0-'-1 __ _ DA TED __ .:..cl lL/.:.:15:,_/.=.:20::.::2:::.3 __ _
THE STANDARD SPECIF/CATIONS FDR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEO TECHNICAL EXPLORATION, INC.
DATED 4/2l/2J AND UPDATE DATED _____ _
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED 11/15/2023
9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY ---'N-'-'-j.--'-A'------------
DA TED N/A WDID NO. N/A REFERENCE GRADING PLAN DWG. NO.: ....,5,_,4.,,_5----'-'7A.,__ __
10.
11.
STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY N/A DA TED N/A . _.,__ _____ _
CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK
AND CALTRANS CONSTRUCTION SITE BMP MANUAL.
ALL STANDARD DRAWINGS ARE SAND DIEGO REGIONAL STANDARD DRAWINGS (SDRSD)
UNLESS NOTED OTHERWISE:
* CITY OF CARLSBAD STANDARD
** CARLSBAD MU/NICIPAL WATER DISTRICT STANDARD DRAWING
*** SORSD AS MODIFIED BY CITY OF CARLSBAD
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
PROPERTY LINE
CENTERLINE
(P) SPOT ELEVATION
(P) CONTOUR
EXISTING CONTOUR
P.C.C. SIDEWALK SDRSD G-7
---If.---~ ---90------90---
STRUCTURAL PAVEMENT SECTION PER GEOTECHNICAL ENG.
P.C.C. CURB & GUTTER
EXISTING EDGE OF
PAVEMENT
P. C. C. DRIVEWAY
SAWCUT
AC DIKE
TRENCH RESTORATION
GRIND & OVERLAY
AC PAVEMENT
1 • WATER SERVICE
& BACKFLOW
ROW
30'
& GS-17 (MIN. 4" AC/6" AB
SDRSD G-2
SDRSD G-14
SDRSD G-05
CMWD W-5
::j---t;
~
V////l
IWMI ◄
ROW ----~"------30''-------"
17.5' i ----j
f--TO CURB FACE I
EX. 14'± i ,
TO EDGE PVMT
EX. 14'± i
'TO EDGE PVMT ,__ _ _,L_WIDEN ROAD
EXISTING
GRADE
I
EXISTING (P)
GRADE GRADE)
I EX A.G. I
!-PAVEMENT & B4SE-J
GARFIELD STREET
NO SCALE
6.5'
3.5'±
6.0'
(P )SIDEWALK
PER G-7
(P) CURB
& GUTTER,
PER G-2
200 S.F.
110 S.F.
50 L.F.
273 SF
50 L.F.
12.5 L.F.
15 SF
225 SF
1 EA.
ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT e OF C/\1..1~
ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WtLi,_ ________________________ __.:~~~:_-------~----,---~----------------~--~--~---------------------------
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. STRUCTURAL (POST-CONSTRUCTION) BMP TABLE
STORM WATER REQUIREMENTS THAT APPLY:
TYPE
STANDARD STORM WATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
DESCRIPTION OWNERSHIP
EXEMPT FROM HYDROMODIFICA T/QN?
N YES (SEE SWMP FOR DOCUMENTATION) □ NO
l---+-----l--------------1-------1------1-----'------' I SH1EET I CITY OF CARLS BAD I SH2EETS I
ENGINEERING DEPARTMENT ~=='--============'---==~ 1----+---1------------------+---+---l----l-----l IMPROVEMENT PLANS FOR:
LABOUNTY RESIDENCE
MAINTENANCE MAINTENANCE 3950 GARFIELD STREET
AGREEMENT SHEET NO. FREQUENCY ROW2023-0734 l---------+-------1-------1-----=:.:..::..::==.:...::...-.j..._ __ __i_.=.=.::.:.:::.:..::..:: _ _J---------t--r---------------+--t--+---+----I
APPROVED:
TITLE SHEET
JASON S. GELDERT
DATE INITIAL DA TE INITIAL
1----+---f---,,----------------+---+---l----l-----l ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
/1\
DATE
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY: _..p.,._,IV,.___ PROJECT NO. DRAWING NO.
~~~o'..!K~g..E.~y-'-=-y\~~=-=.i CDP2022-0067 545-7 MBI
Docusign Envelope ID: D9A51674-D90A-4023-98F7-888E14EA226C
7/31/2024
\
\
\
C/l
' \
\ )----HO -~Cll---HO ----HoL
EX. GRAVEL rm APRON ,.
a1
"i:, .,. . . "' -' C/l
""
12
C/l " a1
:;i
M M M M M M M
C/l
I --c -- -
s s s s
• >
70-+-.----.-----.----.-.----.-----.----.-.----t-----.----.-.----.-----.----.-.----.-----.--+-.----.-----.---.-,----.-----,---.-,----t------t-70
69 i====l==l===i=====l=4 -t----J-1 -,1 -,-,1 -,-,1 --t--t----J-----r~,---1--t--,1 -----r---r-1-----r---r-1 69
65-+-+--+----t--+-+--+----t--+-+--t----t--+-+--+----t--+-+--+----t--+---t--t------t----t----t--t------t----t----t--t------t-65
o+4o o+5o o+eo o+ 10 0+80 o+9o 1 +oo 1 +02
•
I
I
CURB PROFILE -GARFIELD STREET
HORIZONTAL SCALE: 1 "=5'
VERTICAL SCALE: 1 "= 1 '
•
1" w,,r-r ..., ..er ,-/ nw PER f'UIA/f1 w __ ,
MAX 2' SEPARATION BETWEEN METER & BACKFLOW
INSTALL BACKFLOW LOCATION DIRECTLY INSIDE MOW
CURB '-------------,s34'33'tro-·t 2fJ oo' ------------------
HO -r---
~.
. '.
"" L,J I::! c..,
<o ~ :,( ~ " ~ " c; ;:::: a,
.... "' "' LO..,_..,_ sa ,.. 0, 0, ,.. .... 0,
c:,~~ C) (.Q I.()
<o <o ~e ~ II II ~ II II
12 ti V) ~ ~ -(/)
M M I'll
--(£ 0+50 -
s s
o-,,
-----HO --HO -t'
'
-~--
. -
~ ..... a
"" L,J c.,,
-H c.,, ~
El "' -.... a:
,.:~
-
6M ACP PER Dt!fG.
a -"-LO LC) ,.. "' a C) to to
<o <o ~ II II
Cr)~ ii
NO. 133M3 __
C I/
v ~ ,v
STA. 0+77.19 v ''
[Zl EX. WATER\~~
SERVICE TO BE ,,
REMOVE{), & M~:;:--M-- M--M-+--M ABANDONED' @,._-+PVL~ M
WATER MAIN ~-------.------------~ M\ M--M--
\ STA. 0+97.52 G'.ARFIELD C/l STREET a_ ~ '----a'§a[[]~coc-":NNc'c=E=cT=oc(Pc,--~ -:-;1 ·c-cw.=,ui=ER
'-' ':!i SERVICE TO 12" ACP
M--
M---M-- M-- M--M--M--
--------------------
s
_----~<£I __ ---,---___ «_Ac:""'---1£-________ 7_++-pol£--:~fR PER CMWD DWG.
b~ I
a· VCP PER D~G. NO. 118-9 s--~~-_ s-----s~ s-----s-----s-----s-----s-----s-----s-----s-----S---
~ a1~ s
::s ~
~~
(£.) I
s
----
CONSTRUCTION NOTES □
SCOPE OF WORK DEPICTED HEREON CONSISTS OF:
1. P.C.C. SIDEWALK PER SDRSD G-7
2. P.C.C. CURB & GUTTER PER SDRSD G-2
3. ROAD WIDENING WITH STRUCTURAL
PAVEMENT -MIN. 4" AC/6" AB (ACTUAL DEPTH
PER FIELD R-VALUE TEST)
4. P.C.C. DRIVEWAY PER SDRSD G-14A
5. ASPHALT CONCRETE TYPE A DIKE PER SDRSD
G-05 AND MODIFIED PER Coe REQUIRING
TACK GOAT BETWEEN DIKE AND EXISTING
ASPHALT PER SSPWC
6. INSTALL NEW 1" WATER SERVICE AND BACKFLOW
DEVICE PER CMWD W-5
7. REMOVE EXISTING WATER SER\1/CE
8. AC PAVEMENT TRENCH REPAIR FOR REMOVAL OF
EXISTING WATER SERVICE AND INSTALLATION OF
NEW WATER SERVICE PER Coe GS-25
(200 SF)
(50 LF)
(109 SF)
(230 SF)
(12.5 LF)
(1 EA.)
(1 EA)
(13 SF)
9. 2" GRIND & OVERLAY AC PAVEMENT (BETWEEN WATER
SERVICE TRENCHES)
(203 SF)
~""
5 0 5 10
I ----I I
SCALE: 1 "-5'
15
I
-----~-----~-----~-----~-+----~-----~-----~-----~-----~-----~-----+-~-----~-----~-----~-----~-----~-----~-----~-----~-----~-----~---
'
Dc\DRAl>lNG FlLES\llTLE SHEETS\IMPROVEMENT llTLE SHEET.DWG REVISED, 2/23/17
s
0
l---------_:S:..:T.'.'.:RU:..:::C.'...'.TU:..:::RA:.::L'....:(.::..:PO::.:::S.:....T-_::::C:::_ON:..:::_ST:.:::R::::UC:..:T.:.::IO~Nlc.:B::::M:.:...P__.::T.:.:AB:::::LE~---------ll--,-,-------------1 -1 -1 --1 -1 I sH2EET I CITY OF CARLSBAD I sH2EETS I
STORM WA T£R REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION? ENGINEERING DEPARTMENT ~-------------
TYPE
STANDARD STORMWA TER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
DESCRIPTION OWNERSHIP
[:gJ YES (SEE SWMP FOR DOCUMENTATION) lJ NO
MAINTENANCE
AGREEMENT SHEET NO. MAINTENANCE
FREQUENCY
IL\
DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
IMPROVEMENT PLANS FOR:
LABOUNTY RESIDENCE
3950 GARFIELD STREET
ROW2023-0734 PLAN & PROFILE
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DA1E
DWN BY: ~D=•l~Y--PROJECT NO. DRAWING NO.
CHKD BY: __ _
RVWD BY: CDP2022-0067 545-7
MBI
Docusign Envelope ID: D9A51674-D90A-4023-98F7-888E14EA226C
7/31/2024