HomeMy WebLinkAboutDWG 553-5; CDP 2024-0033; YAMANAKA RESIDENCE; 01-02ENGINEERING DEPARTMENT
CDP 2024-0033
1/29/26
1/29/26
GS-25, GS-27
GENERAL NOTES
1. lHIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY lHE CITY OF
CARLSBAD REGARDING IMPROVEMENTS SHOWN ON lHIS SET OF PLANS.
2. APPROVAL OF lHIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF lHE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OlHER ADDITIONAL DOCUMENTS LISTED HEREON AS lHEY MAY
PERTAIN TO lHIS PROJECT. lHE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE
lHESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER
OF-WORK FROM RESPONSIBILITY FOR lHE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO lHE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM lHE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN lHE PUBLIC RIGHT OF WAY PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF
INSURANCE MUST BE FILED NAMING lHE CITY OF CARLSBAD AS AN ADDITIONAL
INSURED ON lHE PERMITTEE'S POLICY IN lHE MINIMUM AMOUNT OF s2.ooo,ooo.oo
FOR EACH OCCURRENCE OF LIABILITY. lHE INSURANCE COMPANY WRITING THE
POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS
VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM lHE
CITY AND OlHER APPROPRIATE AGENCIES.
6. REVISION OF lHESE PLANS MAY BE REQUIRED IF lHE PROPOSED IMPROVEMENTS ARE
NOT CONSTRUCTED PRIOR TO lHE DEADLINE DA TE OF lHE IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO lHESE PLANS WllHOUT lHE WRITTEN APPROVAL
OF lHE CITY ENGINEER, NOTED WllHIN lHE REVISION BLOCK, ON lHE APPROPRIATE
SHEET OF lHE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME lHE PROPERTY OF lHE CITY UPON BEING SIGNED
BYTHE CITY ENGINEER.
9. lHE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY lHE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF lHE WORK BY THE CITY.
10. ACCESS FOR FIRE AND OlHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO lHE
PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WllHIN 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 lHE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN lHE FIELD OF APPLIED SOILS MECHANICS.
lHE SOILS REPORT WILL BE SUBMITTED TO lHE CITY ENGINEERING INSPECTOR WllHIN
TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. lHE WRITTEN FIELD COMPACTION
REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO lHE CITY ENGINEERING INSPECTOR
UPON COMPLETION OF lHE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR m THE BEGINNING OF
WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR
CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OlHER ASPECTS OF
lHE WORK. lHE CONTRACTOR SHALL SCHEDULE lHE MEETING BY CALLING lHE
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 OlHER lHAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING lHE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
!760} 438-3891 INSPECTION REQUESTS MUST BE RECEIVED PRIOR m 2· oo P M
ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED INSPECTIONS WILL BE
MADE lHE NEXT WORK DAY UNLESS YOU REQUEST OlHERWISE. REQUESTS MADE
AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. lHE OWNER AND /OR APPLICANT lHROUGH lHE 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 HEALlH STANDARDS, LAWS AND REGULATIONS.
15. lHE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A
DETAIL PLAN TO lHE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING lHE
DESIGN OF SHORING, BRACING SLOPE OR OlHER PROVISIONS TO BE MADE OF WORKER
PROTECTION FROM lHE HAZARD OF CAVING GROUND DURING lHE EXCAVATION OF
SUCH TRENCH OR TRENCHES OR DURING lHE PIPE INSTALLATIONlHEREIN. lHIS PLAN
MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPlH AND
APPROVED BY lHE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO
EXCAVATION. IF lHE PLAN VARIES FROM lHE SHORING SYSTEM STANDARDS
ESTABLISHED BY lHE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA
ADMINISTRATIVE CODE. lHE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER
AT THE CONTRACffiRS EXPENSE A COPY OF lHE OSHA EXCAVATION PERMIT MUST
BE SUBMITTED TO lHE INSPECTOR PRIOR TO EXCAVATION.
16. NO BLASTING SHALL BE COMMENCED WllHOUT A CITY ENGINEER APPROVED BLASTING
PROGRAM AND BLASTING PERMIT.
17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WllHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND lHE PERMITTEE
WILL NOTIFY lHE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL lHE
PERMITTEE HAS RECEIVED WRITTEN AUlHORITY FROM lHE CITY ENGINEER TO DO SO.
18. ALL OPERATIONS CONDUCTED ON lHE SITE OR ADJACENT lHERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARlHMOVING
EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OlHER ASSOCIATED GRADING
EQUIPMENT SHALL BE LIMITED TO lHE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M.
EACH DAY, MONDAY lHRU FRIDAY AND NO EARlHMOVING OR GRADING OPERATIONS
SHALL BE CONDUCTED ON WIEEKENDS OR HOLIDAYS (A LIST OF CITY HOLIDAYS IS
AVAILABLE ONLINE).
19. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY lHE CONTRACTOR TO lHE
CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION
20. IMPORT MA TERI AL SHALL BE OBTAINED FROM, AND WASTE MA TERI AL SHALL BE
DEPOSITED AT, A SITE APPROVED BY lHE CITY ENGINEER. lHE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG lHE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF lHE GRADING OPERATION.
21. lHE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON
lHE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF lHE AVAILABLE
RECORDS. ATTENTION IS CALLED TO lHE POSSIBLE EXISTENCE OF OlHER UTILITY
FACILITIES OR STRUCTURES NOT SHDWN OR IN A LOCATION DIFFERENT FROM lHAT
SHOWN ON lHE PLANS. lHE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT lHE UTILITIES SHOWN ON THE PLANS AND ANY OlHER
EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
22. lHE CONTRACTOR SHALL VERIFY lHE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WllHIN lHE PROJECT SITE SUFFICIENTLY
AHEAD OF lHE CONSTRUCTION TO PERMIT lHE REVISIONS OF lHE CONSTRUCTION
PLANS IF IT IS FOUND lHAT THE ACTUAL LOCATIONS ARE IN CONFLICT WllH lHE
PROPOSED WORK.
23. lHE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR lHEIR
FACILITIES AND SHALL COORDINATE WORK WllH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
AT&T
CHARTER/SPECTRUM CABLE
COX COMMUNICATIONS
CITY OF CARLSBAD(STREETS AND STORM DRAIN)
811 OR
*CITY OF CARLSBAb(SEWER,WATER & RECLAIMEb WATER)
*SAN DIEGUITO WATER DISTRICT
*LEUCADIA WASTEWATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
• BUENA SANITATION DISTRICT
• AS APPROPRIATE
BOO 642-2444
BOO 411-7343
BOO 241-3624
866 788-0166
619 262-1122
442 339-2980
44 339-2722
1
7601633-2650 760 753-0155
760 744-0460
760 753-6466
442 643-5416
24. IN ACCORDANCE lHE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
CONSTRUCTED BY lHIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO lHE SATISFACTION
OF lHE CITY ENGINEER.
D:\DRAYJING FlLES\llTLE SHEETS\IMPROVEMENT lllLE SHEET.DWG REVISED: 03/20/25
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF lHE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN lHE FIELD OF APPLIED
SOIL MECHANICS, ON lHE PREPARED BASEMENT SOIL. lHE "R" VALUE TESTS
AND lHE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO lHE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE lHE 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 lHE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUMINAIRES SHALL BE "CUT 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
WllHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WllH
PROPERLY COMPACTED SOILS. IN OlHER AREAS lHE PIPE WILL BE PLUGGED
WllH CONCRETE OR REMOVED AS APPROVED BY lHE 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 lHE CITY OF CARLSBAD
LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WllHIN lHE LIMITS
OF WORK OF lHIS PLAN PER SDRS DWG M19.
8. ALL SURVEY MONUMENTS AND POINTS lHA T ARE DISTURBED BY lHIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER lHE
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO lHE CITY
ENGINEERING INSPECTOR.
10. STREET LIGHTS SHALL CONFORM TO SECTION 3.10 OF lHE CITY OF CARLSBAD
ENGINEERING DESIGN STANDARDS.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WllH
lHE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST
EDITION (GREEN BOOK).
2. BEFORE ANY CONNECTION TO lHE CITY'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM lHE CITY. IT MUST BE SIGNED AND APPROVED
BY lHE CITY ENGINEER OR DESIGNEE.
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 WllH lHE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
EDITION) VOLUMES 2 & 3.
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM lHE C.M.W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY lHE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND lHE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
3. ALL INSPECTION REQUESTS OlHER lHAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING lHE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
!760} 438-3891 INSPECTION REQUESTS MUST BE RECEIVED PRIOR m 2: oo P,M
ON lHE WORK DAY BEFORE lHE INSPECTION IS NEEDED. INSPECTIONS WILL BE
MADE lHE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE
AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN lHE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM lHE DISTRICT ENGINEER.
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CA lHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES lHA T PROTECTION CAN BE PERFORMED IN
ANOlHER MANNER, lHE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
6. lHE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
lHE FIRE LINE LOCATED BETWEEN lHE DETECTOR CHECK VALVE AND BUILDING
SHALL BE DETERMINED BY lHE 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 30" 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. lHE TOP OF WATER METER BOXES SHALL BE FLUSH WllH lHE FINISHED SURFACE
GRADE.
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
lHE "CRITERIA FOR lHE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY lHE STATE OF CALIFORNIA'S DEPARTMENT OF HEALlH SERVICES.
12. AXIAL DEFLECTION AT lHE PIPE JOINTS IS NOT ALLOWED. lHE USE OF A HIGH
DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY lHE 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 OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR
SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND
lHE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL lHE TEE AT lHE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE
WllH 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 WllH VALVE NUT OPERATION. RUN TRACER
WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR
BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN
ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24
INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING
EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED
USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING
INSTALLATION AND BACKFILLING. WIRE INSULATION lHAT IS BROKEN, CUT, OR DAMAGED
SHALL BE REPLACED.
TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WllH HIGH MOLECULAR
WIEIGHT POL YElHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT
BURIAL IN CORROSIVE SOIL OR WATER. POL YElHYLENE INSULATION SHALL CONFORM TO
ASTM D 1248, TYPE 1, CLASS C. WIRES WllH CUT OR DAMAGED INSULATION ARE NOT
ACCEPTABLE AND REPLACEMENT OF lHE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL
BE REQUIRED AT lHE CONTRACTOR'S EXPENSE.
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED
WATER SHUTDOWN.
CIVIL ENG IN EE RING
Consulting Services
P.O. BOX 2158 VALLEY CENTER, CA 92082
PHONE: (760) 235 -1 176 FAX: (866) 31 3 -8908
SIGNING AND STRIPING NOTES
1. lHE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO lHE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION), CAL TRANS
STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION lHEREOF), lHESE PLANS
AND lHE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO lHE APPROVAL OF lHE TRANSPORTATION
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM lHESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN lHE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
AND MARKINGS WllHIN A 500' PERIMETER OF lHE CONSTRUCTION PROJECT WILL BE
RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING lHE APPROVAL OF lHE
CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY lHE
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 lHE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE lHE LATEST VERSION OFlHE CALTRANS METRIC STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10'
INSIDE DIMENSION UNLESS OlHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE lHERMOPLASTIC UNLESS OlHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO lHE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION) AND SAN DIEGO REGIONAL
STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN lHE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (LA TEST VERSION) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WllH 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 lHE CONTRACTOR SHALL BE DELIVERED BY lHE CONTRACTOR
TO lHE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
18. ALL SIGNS SHOWN ON lHESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
lHE CONTRACTOR EXCEPT lHOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE
RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, lHE R4-7 SIGN SHALL BE 18"X24" AND lHE OM1-3
OBJECT MARKER SHALL BE 12"X12"
PROJECT LOCATION
lHIS PROJECT IS LOCATED WllHIN ASSESSORS PARCEL NUMBER(S) 210-113-09-00
THE CALIFORNIA COORDINATE INDEX OF lHIS PROJECT IS
N 346 E -~16~7~1 _______ _
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON lHESE PLANS WAS GENERATED BY AERIAL
PHOTOGRAPHY MElHODS FROM INFORMATION GA lHERED ON FEBRUARY 8 TH
2025, BY 3D-ALTITUDE, LLC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
•DECLARATION OF RESPONSIBLE CHARGE•
I HEREBY DECLARE lHAT I AM lHE ENGINEER OF WORK FOR THIS PROJECT, lHAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF lHE BUSINESS AND PROFESSIONS CODE, AND lHAT
lHE DESIGN IS CONSISTENT WllH CURRENT STANDARDS. I UNDERSTAND lHAT lHE
CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY lHE CITY OF CARLSBAD DOES NOT
RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: CIVIL ENGINEERING CONSUL TING SERVICES
ADDRESS: P.O. BOX 2158 R/W
VICINITY
CITY OF OCEANSIDE
HIGHWAY 78
PACIFIC
OCEAN
MAP
AVE
CITY OF ENCINITAS
INDEX OF SHEETS
CITY OF VISTA
~ofl
CITY OF
.____-. .. SAN MARCOS
SHEET 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TTTIE SHEET
SHEET 2 ........... PLAN & PRORLE
REFERENCE DRAWINGS
MAP NO. JJ71
WAID? MAIN PER DWG# 120-9G
SEll'ER MAIN, GAS UNE PER DWG# 141-5
STORM DRAIN PER DWG# 46J-7C
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, ZONE 6, NORTH AMERICAN DATUM 1983
PROJECTED TO GROUND COORDINATES, CONSTRAINED TO "RECORD
OF SURVEY 17271" ON THE 1991.35 EPOCH AS RECORDED WITH
THE COUNTY OF SAN DIEGO. REFERENCED BY STATIONS
"CLSB--136" AND "CLSB-137". THE GRID BEARING BETWEEN SAID
STATIONS IS N3D'49'36"W.
THE PUBLISHED COORDINATE VALUES FOR THE STATION IS BELOW:
"CLSB-136" -NORTHING: 1985447.745'
EASTING: 6234298.535'
"CLSB-137" -NORTHING: 1990194.279'
EASTING: 6231466.046'
DEVELOPER
NAME: MR. DR. MARK YAMANAKA
ADDRESS· 5410 EL ARBOL DR
CITY, ST: CARLSBAD, CA 92008
PHONE: 760-525-9523
EMAIL: JUDOMDOSBCGLOBAL.NET
BENCH MARK
DESCRIPTION: 2.5" BRASS DISC STAMPED " CLSB-057 LS 6215"
LOCATION: SET IN lHE TOP OF A DRAINAGE INLET AT lHE SOUlHWEST
QUADRANT OF AVENIDA ENCINAS AND CANNON ROAD
RECORDED: RECORD OF SURVEY NO. 17271.
ELEVATION: ~4=4~0~10~•--------DA TUM: ___.N.,_,G .... V.,._D_.2.,,.9 __
ROAD f
I
60'
PL
WORK TO BE DONE
lHE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WllH lHE FOLLOWING
DOCUMENTS, CURRENT AT lHE TIME OF CONSTRUCTION, AS DIRECTED BY lHE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. lHIS SET OF PLANS
4. RESOLUTION NO. 7549 -----DATED __ 0'--'8.,_/2"'0..,_/"'25'-----
5. lHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY APPLIED CONSULTANTS
_____ DATED AUGUST 2. 2024
7. lHE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY lHE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED ______ _
9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY ____ N_/A __ _
DATED ______ WDID NO. 9 37S _____ _
10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY
N A DATED N/A
11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
PROPERTY LINE·
RIGHT -OF -WAY •
STREET CENTERLINE
EXISTING SPOT ELEVATION
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING STROM DRAIN·
EXISTING OVIEHEAD LINE·
CHAIN LINK FENCE
WOOD FENCE •
EXISTING CONTOUR •
EXISTING POWIER POLE
EXISTING FIRE HYDRANT •
EXISTING CURB INLET·
EXISTING CONCRETE·
EXISTING ROLLED CURB
EXISTING RETAINING WALL·
LEGEND
DWG. NO.
PROPOSED 6" CURB & GUTTER (PER SDRSD G:--:02)
PROPOSED ASPHALT PAVING·
PROPOSED CONCRETE STEP PADS (PVT) •
PROPOSED DRIVEWAY · (PERSDRSDG:--:l4A
PROPOSED SIDEWALK
PROPOSED ROLLED CURB
& GUTTER
PROPOSED LANDSCAPE·
PROPOSED CUT SLOPE·
& COCSD GS-12)
(PER SDRSD G-7)
(PER SDRSD G-4A) ........................
PROPOSED CURB OULET · ···(PER· S_DRSD · D:--:25) ·
PROPOSED 1" WATER
SERVICE W/ 1" METER
& 1 " BACKFLOW
(PER CMWIJ W-5)**
SYMBOL
-----4-----
X 43.4
---G--
___ W--
---s---
---SD---
---OE---
-------(45)~ •
IXXl
[QJ
D
y y y
~o
-w----wm
QUANTITY
6 LF
140 SF
17 SF
110 SF
442 SF
53 LF
40 SF
1 EA
1 EA
CITY, ST.: VALLEY CENTER, CA 92082
PHONE: (760) 235-1176 i---------'J"'O_' -------t------=JO,.._' _____ -i PROJ£CT
SITE
TRENCH RESTORATION
GRIND & OVERLAY AC PAVEMENT
l2222S222SI
P'.7777777)
13 LF
100 SF 11' 19'
EMAIL: MARCOCIENGINEERINGCONSUL TING.US
BY=------------DATE: MARCO A. LIMON, P.E. ----(2%)
R.C.E. N0.:~5=6~7~1~D ___ REG. EXP. DATE: 06/30/27
19'
(2:C)
11'
5'
2:C MAX.
TOTAL DISTURBED AREA -1,140 SF
(lHIS 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)
PROP. GROUND TOTAL PROPOSED IMPERVIOUS AREA = 946 SF
\
PROP. SIDEWALK -----
PROP. ROLLED CURB ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD)
EX. GROUND
EX. ROLLED CURB , / EX. AC PAVEMENT
EX. 2• GAS LINE/ fl OWNER'S SWPPP CERTIFICATE & GUTTER UNLESS NOTED OTHERWISE:
I (WIE) ACKNOWLEDGE THAT I (WE) MUST: EX. B" SEffil LINE~
EX. 6" WAJER LINE *CITY OF CARLSBAD STANDARD
•• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING
••• SDRSD AS MODIFIED BY CITY OF CARLSBAD (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION
ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE
MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE
EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS;
AND
(2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVIED
CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE
CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE
AND SIGNED OFF BY THE CITY OF CARLSBAD.
IF THIS PROJECT/DEVIELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I
{WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR
WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN
ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL
PERMIT, LA TEST VIERSION.
MARK YAMANAKA DATE
EL ARBOL DRIVE
N15
POST-CONSTRUCTION BMP TABLE
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM
TRASH CAPTURE?
~ STANDARD STORM WATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS ~ YES
NO
/1\
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
"AS BU IL T"
EXEMPT FROM P.E. EXP. DATE
HYOROMODIFICA TION?
~ YES REVIEWED BY:
NO
INSPECTOR DATE
I SH1ET 11 CITY OF CARLSBAD I I SH2TS I
IMPROVEMENT PLANS FOR:
YAMANAKA RESIDENCE
IMP2025-0021 TITLE SHEET
APPROVED: TIMOTHY 0. CARROLL
PRINCIPAL ENGINEER RCE 55381 EXPIRES 12/31 /26 DAlE
DATE INITIAL CHKD BY:
I
PROJECT NO. I DRAWING NO.
RVWD BY: 553-5
CITY APPROVAL JS
JS
Docusign Envelope ID: 555F1D0E-AF34-4B62-84FB-3C7C649A1F8A
5/13/2026
N19°38'50"W 65.00'
N7
0
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2
1
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1
0
"
E
N7
0
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2
1
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13
6
.
8
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13
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ENGINEERING DEPARTMENT
CDP 2024-0033
1 TYPICAL DETAIL - SAWCUT AC PAVEMENT
CONSTRUCTION NOTES
SCOPE OF WORK DEPICTED HEREON CONSISTS OF:
[TI PROPOSED 16' WIDE PCC CONCRETE PUBLIC DWY PER SDRSD G-14A
AND COCSD GS-12
(!] PROPOSED PRIVATE CONCRETE STEP PADS
(!] REMOVE EXISTING ROLLIED CURB
(!] PROPOSED ROLLED CURB & GUTTER TYPE A PER SDRSD G-4A
~ PROPOSED ASPHALT PAVING PER DETAIL 1 ON THIS SHEET
~ SAWCUT LINE PER DETAIL 1 ON THIS SHEET
[!j PROPOSED CONCRETE SIDEWALK PER SDRSD G-7
~ PROPOSED PRIVATE CURB OUTLET PER SDRSG D-25A
(!l PROPOSED ROLLED CURB TRANSITION PER SDRSD G-04B
~ PROPOSED 6" CURB AND GUTTER PER SDRSD G-2
[ill EXISTING WOODEN FENCE TO BE REMOVED {NEIGHBOR TO PROVIDE
AUTHORIZATION PRIOR TO REMOVAL)
~ PROPOSED 1" WATER SERVICE AND 1" METER PER CMWD W-5
~ EXISTING SERVICE LATERAL W/WATER METER TO BE REMOVED
~ AC PAVEMENT TRENCH REPAIR FOR REMOVAL OF EXISTING
WATER SERVICE AND INSTALILATION OF NEW WATER SERVICE
PER COC GS-25
~ 2" GRIND & OVERLAY AC PAVEMENT {BETWEEN WATER
SERVICE TRENCHES)
~ PROPOSED COLD PLANE AND OVERLAY PER DETAIL 1 ON THIS SHEET
~ REMOVE EXISTING MAIL BOX
~ EXISTING PP TO BE PROTECTED IN PLACE
CIVI L ENG INE ERING
Consulting Services
P.O. BOX 2158 VALLEY CENTER , CA 92082
PHONE: (760) 235-1176 FAX: (866) 313-8908
D:\DRAW1NG FILES\111lE SHEETS\IMPRO\IEMENT 111lE SHEET.DWG REVISED: 03/20/25
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10 10 10 20 10 30
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X.-CU · B
l 'fb~-l
R ~f'c-CURB-,
0 lliEl
EX. GRAD£
HOR.: 1" 10'
VERT: 1" 4'
10 50 10 60 10¥10 10¥10
,_ 42.82FL 1 f' 17 _ 1 \u, _ -· ·-I ~~ ,> \_
MATCH £Xts·;; [isl \ ,'"'~~:_:"""I ~~~~'_,:;_"''';::n "'~'/""'"~ 1~\/1 ~',~ ;~\ 9?;~:o"' ~NXLE~URB
E . oe~o
CJRB
2
2
J8
STA IO+OO. -~-~ -STA 1D+16.0 42.90FL ~ ~ .._~ 4RTr. L..:.J / i!E "~~ -,. \-'g
w --43.35TC ~ w --~ STA 10+27.0 -w ~-w -42.98FL -w " >' TYP-w --w --w ------,-W -m ~ ~ -
42-B3FL EX. 6" AC WATER LINE PER DWG# 120-9G STA 10+54.6 " "''' 43.50TC ~
STA 10+05.0 43.06FL I \ I I "" 14 / STA 10+62.6 EX. SEWER LATERAL~ STA 10+55.9 12 1!!t' Orno= 0.54 CFS
I I I -I -TO REM+N='.._(/) -t----si I -~\ V,oo= 2.6,0 FPS -----,----~ -g,
10+00 6 1 / 10+50 ~STA 10+59.4'
-s--s \ s U s--s--s s s-~/-0s--s--s--s-----S-----J S-----t-S r
EX. 8" VCP SEWER LINE PER DWG# 141-5 s"
\ \ \\ EL ARBOL "" -ORIVE VEX. GAS LATERAL
\ / TO REMAIN
\ \ G'-'\ _______ c,v_/ _____ E_X ___ 2_"_G_A_S_ LI_N_E_P_E_R_D_W~G-#_1_4_1--5--G------;ij f--------£•-~
\ (3 \ ~ EX. BACK;/ I ~ OF ROLLED \ EX 18" CMP (CIPP) CURB
\ SD PER DWG# 463-7C
"'
\ -----------R/W---~\----~
\
BENCHMARK
DESCRIPTION: 2.5" BRASS DISC STAMPED "
CLSB-057 LS 6215"
SCALE: 1" = 10' LOCATION: SET IN TIHE TOP OF A DRAINAGE
,6 ~ ,6 Jo 310
INLIET AT TIHE SOUTHWEST
QUADRANT OF AVENIDA ENCINAS AND
CANNON ROAD
RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL
POINT X PER R.0.S. 17211
ELEVATION: 44.010' DATUM: NGVO 29
NOTE:
EXISTING WATER FACILITIES TO BE REMOVED AND
DISPOSED OF IN ACCORDANCE 1'11TH SPECIFICATION
15000-3.12 OF THE CITY OF CARLSBAD ENGINEERING
STANDARDS VOLUME 3.
POST-CONSTRUCTION BMP TABLE
CONCRETE ROLILED
CURB &
GUTTER TYPE A
PER SDRSD G-4A
:--,,..
COLD PLANE AND OVERLAY
w , !;l;! (3" MIN. DEPTH) TO 3i-2 -...J "" MIN >-PROVIDE SMOOTH ~ ~ TRANSITION EXISTING AC
::::, « / PAVEMENT
(!) (/) ./
6" AB I , -,-~ . -l @sc·ie:1-0:s? ·;)',,:,J
EXTEND fBASE/
6" BEHIND CURB
\
"-.4" MIN. PVMT FABRIC
AT SAWCUT JOINT
*C::TRI 1r,T1 in.1,1 IN 4" Ar. OVFR Fi"
CLASS 2AB OVER NATIVE SUBGRADE
COMPACTED TO 95% REL COMP.
*PAVEMENT NOTE: STRUCTIJRAL SECTION TO BE CONFIRMED IN FIELD BY
GEOTECH. ENGINEER BASED ON OBSERVED R-VALUES / TESTING
ONDTTOSME
"AS BUILT"
f----------------------------------------11 CIVIL ENGINEER DATE
STORM WATER REQUIREMENTS THAT APPLY:
~ STANDARD STORMWATER REQUIREMENTS
□ PRIORITY PROJECT REQUIREMENTS
EXEMPT FROM
TRASH CAPTURE?
~ YES
□ NO
EXEMPT FROM
HYDROMODIFICA TION?
~ YES
□ NO
RCE EXP.
REVIEWED BY:
INSPECTOR DATE
1---+------t-------------t-----t---t----r--------i I sH~ET I ~I _c_rT_Y_o_F __ c_A_R_1_s_B_A_D_I I sH2Ts I
IMPROVEMENT PLAN FOR:
YAMANAKA RESIDENCE
IMP2025-0021 PLAN & PROFILE
APPROVED: IIMUI,,, U.~
PRINCIPAL ENGINEER PE 55381 EXPIRES 12/31/26 DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
CHKD BY: ___ I PROJECT NO. I DRAWING NO.
RVWD BY: 553-5 L_:_:_:_::~_:__:___::==::J ~--------~----JS
JS
Docusign Envelope ID: 555F1D0E-AF34-4B62-84FB-3C7C649A1F8A
5/13/2026