HomeMy WebLinkAboutDWG 544-4; CDP 2022-0008; MARTIN RESIDENCE; 01-02PROJECT SITE
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PROJECT SITE
N.T.S.
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 LATEST VERSION, AS AMENDED FOR USE IN
CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (2018 OR LATEST VERSION THEREOF), THESE PLANS
AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR
HIS REPRESENTATIVE, PRIOR TO INSTALLATION.4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OFWORK AND TRANSPORTATION DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS 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 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 TRANSPORTATIONDIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDSBY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS 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 BETHERMOPLASTIC UNLESS OTHERWISE SPECIFIED.12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2009 LATEST VERSION, 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 2009 REVISION 1 AND 2, AS AMENDED FOR USE IN CALIFORNIA) UNLESS
OTHERWISE SPECIFIED.15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGOREGIONAL STANDARD DRAWING M-45.16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBADMOUNTING 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 SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TOREMAIN.19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOTWIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12"20. ALL NEW AND RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION.THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING NEW AND RELOCATED
FIRM: PASCO, LARET, SUITER, AND ASSOCIATES, INC.
ADDRESS: 1911 SAN DIEGO AVE, SUITE 100
CITY, STATE: SAN DIEGO, CA 92110
TELEPHONE: (858) 259-8212
BY:
R.C.E. NO.:
REGISTRATION EXPIRATION DATE:
BRYAN A. KNAPP, R.C.E.
86542
03/31/2025
DATE:
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISEDRESPONSIBLE 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 RESPONSIBILITIES FOR PROJECT DESIGN.
DESCRIPTION:
LOCATION:
RECORDED:
ELEVATION:DATUM:
NAME:
ADDRESS:
PHONE NO.:
1 TITLE SHEET / NOTES2 BUENA VISTA CIRCLE IMPROVEMENT PLAN
EG = EXISTING GRADE
FS = FINISHED SURFACE
FG = FINISHED GRADEFL = FLOWLINEFF = FINISHED FLOORGF = GARAGE FACEIE = INVERT ELEVATION
LA = LANDSCAPE AREA
TC = TOP OF CURB
TG = TOP OF GRATE ELEVATION
RIM = TOP OF RIM ELEVATIONEXISTING GRADEFYSB = FRONT YARD SETBACKRYSB = REAR YARD SETBACKSYSB = SIDE YARD SETBACK
VACANT LOT ON BUENA VISTA CIRCLE
CARLSBAD, CA 92008
APN: 155-221-05-00
ABBREVIATION:
SDRSD - SAN DIEGO REGIONAL STANDARD DRAWING
CMWD - CARLSBAD MUNICIPAL WATER DISTRICT
* NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD** TO BE VERIFIED IN THE FIELD WITH THE R-VALUE TEST
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 155-221-05-00THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N_____________ E________________
ADDRESS: VACANT LOT ON BUENA VISTA CIRCLE, CARLSBAD CA 92008
358 1655
NGVD 29
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
PLSA 3628J:\ACTIVE JOBS\3628 MARTIN BUENA VISTA CIR-CARLSBAD\CIVIL\DRAWING\IMPROVEMENT PLANS\3628-CV-IP-01-TITLE.DWG
2002 PER ROS 17271
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS3. THIS SET OF PLANS4. RESOLUTION NO 7485 DATED JUNE 7, 20235. THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY
CHRISTIAN WHEELER ENGINEERING: JOB. NO.
2210558.02 DATED 12/8/2021& 11/2/2022
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGSAND AS MAY BE MODIFIED BY THE CITY OF CARLSBADSTANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT
PERMIT CONDITIONS DATED _________9. ENVIRONMENTAL APPROVAL DOCUMENTSDATED________10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2)PREPARED BY: ___________ , SEE SHEETS 6-7., DWG 544-4A11. STORM WATER QUALITY MANAGEMENT PLANPREPARED BY: ___________ DATED: _______________
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION
BMP CONSTRUCTION HANDBOOK AND CALTRANS
CONSTRUCTION SITE BMP MANUAL
PLSA
PLSA
N/A
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBADREGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPALCODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONALDOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER INRESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROMRESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURINGCONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FORAPPROVAL.4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THEPUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE 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 INSURANCECOMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORYOF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHERAPPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOTCONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITYENGINEER, 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 CITYENGINEER.
9. THE ORIGINAL DRAWING 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 SITEAT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARYSHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BYA PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THEFIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITYENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THEWRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITYENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BEATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION,
SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALLSCHEDULE 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 AVAILABLEPRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BYCALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTIONREQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORK DAY BEFORE THE INSPECTION 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 SOLELYRESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTHSTANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TOTHE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACINGSLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OFCAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPEINSTALLATION 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 ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL
BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHAEXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAMAND BLASTING PERMIT.
17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURINGCONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THECITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN
AUTHORITY FROM THE CITY ENGINEER TO DO SO.
18. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP,REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT,
CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITEDTO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NOEARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (ALIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
19. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FORAPPROVAL 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 ADJACENTSTREETS AS A RESULT OF THE GRADING OPERATION.
20. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, ASITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYDEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OFTHE GRADING OPERATION.
21. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THECONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION ISCALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOTSHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR ISREQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THEPLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND ANDUNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TOPERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONSARE IN CONFLICT WITH THE PROPOSED WORK.
23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULLWORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL
COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
24. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BYTHIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM.STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.
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
*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 SANITATION DISTRICT (760)726-1340 x1330 * AS APPROPRIATE
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEENCONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOINGBUSINESS 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 THEENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYSBEFORE 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 DIRECTBURIAL 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 OFCURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEETOF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHERAREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITYENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIAADMINISTRATIVE CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLANPER SDRS DWG M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BEREESTABLISHED, 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.
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OFCARLSBAD 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, LATEST 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 OR DESIGNEE.
3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALLBE REQUIRED.
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST 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 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. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLINGTHE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTSMUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORK DAY BEFORE THE INSPECTION 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.4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTINGTREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANYEXCEPTIONS 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 THATPROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDERAN ALTERNATIVE FORM OF PROTECTION.6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE
LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY
OF CARLSBAD FIRE MARSHAL.
7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISENOTED ON PLANS).
8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BYARMORCAST 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 "CRITERIAFOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OFCALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLINGAT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TOEXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USECERTAINTEED "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 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 WIDEPLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BYMEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITHVALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE INADJACENT 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 WEIGHTPOLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVESOIL 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 THEENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER
SHUTDOWN.
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CDP 2022-0008
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
MARTIN RESIDENCEBUENA VISTA CIRCLE
21
544-4
ROW 2023-0709
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE
SYSTEM NAD 83, ZONE 6, 1991.35 EPOCH, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST
ORDER CONTROL STATIONS 128 (CLSB-128) AND 139 (5-50.7) BEING A GRID BEARING OF N 28° 25'
24" E AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271, CITY OF
CARLSBAD CONTROL.
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROMINFORMATION GATHERED ON: MAY 6, 2021BY: PASCO, LARET, SUITER & ASSOCIATES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
82.221'
PAMELA KAYE SULLIVAN TRUSTEE
OF THE PAMELA KAYE SULLIVANLIVING TRUST
VACANT LOT ON BEUNA VISTA CIRCLECARLSBAD, CA 92008
(760) 402-9874
IN SOUTH SIDEWALK NEAR THE EAST END OF LAS FLORES BRIDGE DRIVE
OVER INTERSTATE 5
CADT DISK 5-50.7
CR 05606
CR 34922
CR 34924
CR 35863MAP 01722MAP 02492MAP 07593
ROS 15312ROS 17188ROS 17789ROS 18056ROS 21786
DWG 118-9
DWG 805-1
MAP 08729
MAP 14538
MAP 14797
MAP 16424
PM 19610
ROS 10002
ROS 14358
LOT 5 OF BUENA VISTA GARDENS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2492, FILED IN THE OFFICE OF THE COUNTYRECORDER OF SAN DIEGO COUNTY, AUGUST 4, 1948.
(MORE FULLY DESCRIBED IN GRANT DEED RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTYRECORDER AS DOCUMENT NO. 2021-0271533, O.R. )
PROPERTY BOUNDARY
CENTERLINE OF ROAD
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
PROPOSED DIRECTION OF FLOW
PROPOSED SAWCUT OF EXISTING PAVEMENT
PROPOSED 4" AC OVER 6" AB**
PROPOSED 3" AC GRIND AND OVERLAY
PROPOSED 5.5" PCC PAVEMENT**
PROPOSED DG PAVEMENT (PER SEPARATELANDSCAPE PLAN)
PROPOSED 3" PCC MOUNTABLE CURB
PROPOSED TRENCH RESURFACING
EXISTING OVERHEAD ELECTRICAL LINE
EXISTING FENCE
EXISTING WATER MAIN (SIZE PER PLAN)
EXISTING SEWER MAIN (SIZE PER PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
PROPOSED 1" DOMESTIC WATER SERVICE, 1"
METER AND 3/4" BACKFLOW
PROPOSED 4" PVC SEWER LATERAL WITH 10"
CLEANOUT LID & BACK WATER DEVICE
X X
W W
S S
G G
W
S S
S S
OE OE
CARLSBAD
GS-25 & GS-28
CMWD W-5
CARLSBADS-7 1 EAS
1 EA
70 LF
230 SF
120 LF
215 SF
294 SF
BIOFILTRATION OWNER 3 AS NEEDEDBASINBF-1
TREE WELL OWNER 3 AS NEEDEDSD-A
N/A
MAY, 2022
515 SF
115 LF
SDRSD *G-14 A
MOD.
YES
YES
---------------------
---------------------
6/3/2023
NF
GENERAL NOTES STREET NOTES
SIGNING AND STRIPING NOTES
WORK TO BE DONE
/
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SEWER NOTES PROJECT ADDRESS -
64
ABBREVIATION LEGEND
64
REFERENCE DRAWINGS
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DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-2)
INDEX OF SHEETS
~ L (' L L /-L I 7 I 7 7
$? OWNER INFORMATION -
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BENCH MARK
PROJECT LOCATION
BASIS OF BEARINGS
PLSA
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PLSAENGINEERING.COM
STRUCTURAL (POST CONSTRUCTION) BMP TABLE
I SHEET I I SHEETS I CITY OF CARLSBAD STORM WATER R[QUIR[M[NTS THAT APPLY [X[MPT FROM [X[MPT FROM ENGINEERING DEPARlMENT TRASH CAPTURE? HYDROMOOIFICA TION?
~ STANDARD STORM WATER REQUIREMENTS ~ Y[S ~ Y[S IMPROVEMENT PLANS FOR:
PRIORITY PROJECT R[OUIR[M[NTS NO NO
MAINTENANCE DWG 544-4A MAIN TEN AN CE TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY TITLE SHEET
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 ElCP.9/30/24 DAlE =
I PROJECT NO. I DRAWING NO. DAlE INITIAL DAlE INITIAL DAlE INITIAL RVWD BY:
ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL QlY APPROVAL CHKD BY:
Docusign Envelope ID: 7430EEA4-4123-4B66-A764-FD9A7431DD70
7/24/2024
48"
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/////////////////////////////////////////////
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W
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W
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XX
S
D
SDSDSD
S
D
S
D
SD
MATCH TO EXISTING;
(43.2 TC) (43.2 FL)
(44.3 FG)
44.05 TC
(43.8 FL)
43.95 TC43.7 FL
EXISTING EDGEOF PAVEMENTEXISTING PLANTERWALL TO REMAIN
EXISTING OVERHEAD
UTILITIES TO REMAIN
(44.7 TW)(43.3 BW)
43.5 TW43.5 BW
45.3 TW43.5 BW
PROPOSED 20-FT
DIAMETER TREE WELL
EXISTING EDGE
OF PAVEMENT
LOT 5 MAP 2492
SUBJECT PROPERTY
APN: 155-221-05-00
SEE DWG 544-4A FOR ON-SITE IMPROVEMENTS
BUENA VISTA CIRCLE
N
6
4
°
0
0
'
3
7
"
W
2
7
6
.
9
8
'
N
6
4
°
0
1
'
0
9
"
W
2
6
6
.
0
0
'
LOT 4
BUENA VISTA GARDENS
MAP 2492
APN: 155-221-04-00
OWNER: CRAIG SMITH A 2017
REVOCABLE TRUST 05-26-17
LOT 6
BUENA VISTA GARDENS
MAP 2492
APN: 155-221-06-00
OWNER: NUGENT FAMILY
TRUST 06-11-08
ROW
ROW
ROW
0.5%
4
3
2
1
2+003+00
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EXISTING POWER
POLE TO REMAIN
EXISTINGFENCE TO BE
REMOVED
PL
8
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Δ = 10.16°
L = 109.92'
R = 620.00'
2%MA
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40
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43.9 RIM
38.5 IE
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EXISTING DRAINAGESWALE TO REMAIN
EXISTING 8" VC
SEWER MAIN @0.4%
PER DWG 118-9
EXISTING 6" AC
WATER MAIN PER
DWG 184-10
7
1 1
12
.
0
'
9.0
'
5
6
3
3
30.0'
44.1 FS
43.95 FS
44
4
4
44
44
4
3
43 43
42
LIMITS OF 3" AC GRIND
AND OVERLAY
2%
43.75 FG
43.6 FG
(43.1 FS)
43.6 FS
S
(44.7 RIM)
(38.02 IE)
EXISTING FENCE
TO BE REMOVED
0.5%
43.75 FG
4
7
3.0'
3.0'
9
43.55 TC43.3 FL 43.65 TC
43.4 FL
1
7
43.5 TC43.25 FL; BEGINTRANSITON TO 0" CURB
ED
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SA
W
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3.0' MIN
2.0' MIN
PROPOSED
MOUNTABLE PCC
CURB PER DETAIL
THIS SHEET
STRUCTURAL SECTION 4" AC
OVER 6" CLASS II AB OVER NATIVE
SUBGRADE COMPACTED TO 95%
REL. COMP.
COLD PLAN AND OVERLAY (2" MIN.
DEPTH) TO PROVIDE SMOOTH
TRANSITION
EXISTING AC PAVEMENT
EX. DRAINAGE
SWALE
EXISTING 8" VC SEWER
MAIN PER DWG 118-9
EXISTING 6" AC WATER
MAIN PER DWG 184-10
EXISTING AC PAVEMENT
AC PAVEMENT
40.0' RIGHT-OF-WAY*PL
CL
OW
20.0'20.0'
10.0'10.0'10.0'10.0'
5.0'5.0'
0.8'(~1-2%)(~1-2%)
R
2%
PROPOSED AC
PAVEMENT SAWCUT
PROPOSED DG
PROPOSED 3" PCC
MOUNTABLE CURB
9"
9"
R=1"
R=1"
12"
PROPOSED DECOMPOSED
GRANITE
1"
560-C-3250 CONCRETE
GRAPHIC SCALE: 1" = 5'
0 5'10'15'
J:\ACTIVE JOBS\3628 MARTIN BUENA VISTA CIR-CARLSBAD\CIVIL\DRAWING\IMPROVEMENT PLANS
PLAN VIEW - BUENA VISTA CIRCLE IMPROVEMENT PLAN
SCALE: 1" = 5' HORIZONTAL
SITE NOTES
1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION; WITH
EXCEPTION OF SEWER UTILITIES. CONTRACTOR TO FIELD VERIFY SEWER UTILITIES.
2. ALL ONSITE WATER, SEWER, AND STORM DRAIN FACILITIES TO BE PRIVATELY
MAINTAINED.
CONSTRUCTION NOTES
EXISTING SURVERY MONUMENT SHALL BE PROTECTED IN
PLACE. MONUMENT SHALL BE REPLACED BY A LICENSEDLAND SURVERYOR WHO SHALL FILE A CORNER RECORD WITHTHE COUNTY IF DISTURBED OR DESTROYED
CONSTRUCT 5.5" PCC DRIVEWAY; SUBGRADE ANDCOMPACTION PER GEOTECH RECOMMENDATION BASED ON
FIELD TESTED R-VALUE
TRENCH RESURFACING W/ AC PAVEMENT PER CITY OF
CARLSBAD GS-25, & GS-27
SAWCUT EXISTING AC PAVEMENT SEE DETAIL THIS SHEET
INSTALL 4" PVC SDR-35 PRIVATE SEWER LATERAL WITH 12"
CLEANOUT AND BACK WATER DEVICE PER CITY OF CARLSBAD
S-7 W/ MODIFIED WYE CONNECTION ROTATED 11.25 DEG FROMHORIZONTAL WITH 11.25 DEG ELBOW
INSTALL 1" WATER SERVICE W/ 1" METER AND 3/4"BACKFLOWPER CITY OF CARLSBAD STANDARD W-5; 90 PSI 4.29 GPM
DECOMPOSED GRANITE; CRUSHED STONE W/ 3/8" HORSE
CREEK COLOR AND FINISH
CONSTRUCT 4" PCC PAVERS REFER TO SEPARATE
LANDSCAPE PLANS FOR COLOR AND FINISH; ENCROACHMENT
AGREEMENT FOR PAVERS PER EAGREE NO. 2023-0031
CONSTRUCT PCC MOUNTABLE CURB PER DETAIL THIS SHEET
1
2
3
4
5
6
7
PRIVATE ROAD CENTERLINE DATA TABLE
DELTA / BEARING#
1
2
3
4
N 57° 26' 58" W
1.31°
10.16°
27.25°
LENGTH
-
13.74'
106.37'
-
RADIUS
-
603.02'
600.00'
600.00'
MOUNTABLE CURB DATA TABLE
DELTA / BEARING
7.55°
LENGTH
114.33'
RADIUS
867.33'
REMARKS
3" PCC MOUNTABLE CURB
#
1
8
TYPICAL DETAIL - AC PAVEMENT SAWCUT
NOT TO SCALE
TYPICAL DETAIL - BUENA VISTA CIRCLE
NOT TO SCALE
MARTIN RESIDENCE
BUENA VISTA CIRCLE
PA
S
C
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19
1
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8
5
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2
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(
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5
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4
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CDP 2022-008
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
22
544-4
ROW 2023-0709 BUENA VISTA CIRCLE IMPR.
PLSA 3628
*RIGHT-OF-WAY PER RESOLUTION45, PER DOC. 62929 REC. 5/5//53 INBOOK 4848 PG. 227
SEWER LATERAL DATA TABLE - 4" PVC SEWER LATERAL
LOT STREET STA.
OF LAT @ MAIN IE @ MAIN LENGTH DROP TOMAIN
LAT EL. @PL (IE)LATSLOPE
GROUND
EL. @ PL DEPTH BELOWPL (PL TO IE)PAD EL. (FT)UPSTREAM MHRIM EL.BACKWATERVALVE REQ'D12+58.39 37.3 IE 38.5 IE0.70'45.324.0'2.0%43.85 44.7 YES5.35'
**PAVEMENT SECTION TO BE VERIFIED
BY PROJECT GEOTECHNICAL ENGINEER
BASED ON FIELD TESTED R-VALUE
TYPICAL DETAIL - PCC MOUNTABLE CURB
NOT TO SCALE
9
---------------------
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PLSAENGINEERING.COM
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P.E. __ _ EXP-----
fsiml CITY OF CARLSBAD
~====~~===~~==============================t====i====i====~t===j l__J ENGINEERING DEPARlMENT
I SHEETS I
IMPROVEMENT PLANS FOR:
1----t--t-----------------1-----l----1-----l------1 APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 ElCP.9/30/24 DAlE
DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DAlE INITIAL DAlE INITIAL RVWD BY: ---1
DlHER APPROVAL a1Y APPROVAL CHKD BY:
PROJECT NO. I DRAWING NO.
Docusign Envelope ID: 7430EEA4-4123-4B66-A764-FD9A7431DD70
7/24/2024