HomeMy WebLinkAboutDWG 537-8; MS 2021-0004; ACACIA BEACH HOMES; 01-02TAMA
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ROW 2022-0334
MS 2021-0004
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
ACACIA BEACH HOMES245 ACACIA AVENUE
21
537-8
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 2009 REVISION 1 AND 2, 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 ORHIS 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 LEGENDS BY
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 UNIFORM
TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2009 REVISION 1 AND 2, 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) UNLESSOTHERWISE 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 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 THECONTRACTOR EXCEPT THOSE 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 WIDEMEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12"
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
DATE:
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 RESPONSIBILITIES FOR PROJECT DESIGN.
SIGNATURE DATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED
SWQMP, I (WE) ALSO AGREE A QUALIFIED SWQMP PRACTITIONER QSP HAS BEEN OR WILL BE
RETAINED TO SUPERVISE IMPLENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIACONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION.
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 CODE2. CITY OF CARLSBAD ENGINEERING STANDARDS3. THIS SET OF PLANS4. RESOLUTION NO 7448 DATED JUNE 1, 2022
5. THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY
HETHERINGTON ENGINEERING, INC: PROJ. NO.
9324.1 DATED 6/21/21, 9/28/21 & GEOTEK, INC. PROJ.
NO. 3738-SD DATED 8/16/227. THE SAN DIEGO REGIONAL STANDARD DRAWINGSAND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD
STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENTPERMIT CONDITIONS DATED _________9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED________10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2)
PREPARED BY: ___________ , SEE SHEETS 5-6 OF DWG 537-8A
11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED
BY: ___________ DATED: ______
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP
CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION
SITE BMP MANUAL
PLSA
PLSA
N/A
N/A
DESCRIPTION:
LOCATION:
RECORDED:
ELEVATION:DATUM:
NAME:
ADDRESS:
PHONE NO.:
NGVD 29
1 TITLE SHEET / NOTES2 IMPROVEMENT PLAN
2002
26.52'
NAME:
THE SOUTHEAST CONRNER OF A VAULT ADJACENT TO THE NORTHEAST
CORNER OF THE NORTHBOUND COAST HIGHWAY 101 BRIDGE OVER THE AGUA
HEDIONDA LAGOON 0.1 MI SOUTH OF TAMARACK AVENUE, 38 FT EAST OF THE
EDGE OF PAVEMENT BY A SINGLE PARKING SPACE FOR THE FACILITY, BASED
ON NUMBER 141, AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD OFSURVEY 17271.
EG = EXISTING GRADE
FC = FACE OF CURB
FS = FINISHED SURFACEFG = FINISHED GRADEFL = FLOWLINE
FF = FINISHED FLOOR
GF = GARAGE FACE
IE = INVERT ELEVATION
LA = LANDSCAPE AREA
TC = TOP OF CURB
TG = TOP OF GRATE ELEVATIONRIM = TOP OF RIM ELEVATIONEXISTING GRADE
FYSB = FRONT YARD SETBACK
RYSB = REAR YARD SETBACK
SYSB = SIDE YARD SETBACK
ADDRESS:
PHONE NO.:
KEVIN DUNN FOR:
RINCON REAL ESTATE GROUP
5315 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
245 ACACIA AVENUE
CARLSBAD, CA 92008
APN: 204-240-08-00
RREG INVESTMENTS SERIES, LLCSERIES I041, A DELAWARE LIMITEDLIABILITY COMPANY
5315 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
(949) 637-3254(949) 637-3254
2-1/2 INCH BRASS DISK
ABBREVIATION:
SDRSD - SAN DIEGO REGIONAL STANDARD DRAWING
CMWD - CARLSBAD MUNICIPAL WATER DISTRICT
* NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD
THE NORTHWESTERLY 150.00 FEET OF LOT 10 IN BLOCK "Q" OF PALISADES NO. 2, IN THE
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGOCOUNTY, AUGUST 25, 1924.
EXCEPTING THEREFROM THE NORTHEASTERLY 60.8 FEET.
(MORE FULLY DESCRIBED IN GRANT DEED RECORDED IN THE OFFICE OF THE SAN DIEGO
COUNTY RECORDER AS DOCUMENT NO. 2021-0344877)
MAP 1747
MAP 1803
DWG 148-1DWG 248-4DWG 252-1
DWG 255-4
DWG 260-1
KEVIN DUNN FOR: RREG INVESTMENTS SERIES LLC, SERIES I041, A DELAWARE LIMITED LIABILTY COMPANY
THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE6, EPOCH 1991.35, GRID BEARING N 66°04'32" E BETWEEN STATION "CLSB-141" AND STATION "CLSB-119" AS
SAID STATIONS ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK PER RECORD OF
SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8,
2002.TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM
INFORMATION GATHERED ON: APRIL 6, 2021
BY: PASCO, LARET, SUITER & ASSOCIATES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 204-240-08-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N_____________ E________________
(CCS 27)
ADDRESS: 245 ACACIA AVENUE, CARLSBAD, CA 92008
358 1655
PROPERTY BOUNDARY
CENTERLINE OF ROAD
ADJACENT PROPERTY LINE
PUBLIC RIGHT-OF-WAY
SETBACK LINE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
PROPOSED FLOWLINE
PROPOSED DIRECTION OF FLOW
PROPOSED 6" PCC CURB AND GUTTER
PROPOSED SAWCUT OF EXISTINGPAVEMENT
PROPOSED PCC PAVEMENT (6-FTSIDEWALK)
PROPOSED AC PAVEMENT (4" AC / 6" AB)
PROPOSED TRENCH RESURFACING PER
3" ASPHALT GRIND & OVERLAY
EXISTING FENCE
EXISTING WATER MAIN (SIZE PER PLAN)
EXISTING SEWER MAIN (SIZE PER PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
PROPOSED 1" DOMESTIC WATER SERVICEWITH FIRE SPRINKLER SYSTEM; 1" METER
AND 1" BACKFLOW DEVICE
PROPOSED 6" PRIVATE PVC SEWER
LATERAL TRUNKLINE WITH CLEANOUT PER
PROPOSED PCC DRIVEWAY APRON PER
(WIDTH PER PLAN)
PROPOSED MODIFIED CURB OUTLET (1-FT X0.25 FT)
X X
W W
S S
G G
W
64
64
S S
S SCARLSBAD S-6 & S-7CITY OF CARLSBAD
WATER DISTRICTCARLSBAD MUNICIPAL
W-5
CARLSBAD GS-26,CITY OF CARLSBAD
GS-28
SDRSD G-2*
SDRSD G-14B*
TRASH CAPTURE PIPE CONNECTOR SCREEN HOA 3 AS NEEDED
70 LF
70 LF
280 SF
100 LF
900 SF
3 EA
1 EA
1 EA
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 BEFILED 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 PLANSAND 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 THEENGINEER-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 ISNEEDED. 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
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 HAZARDOF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THEPIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') ORMORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TOEXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THECONSTRUCTION SAFETY ORDERS, TITLE 8 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. 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 WRITTENAUTHORITY 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 BERESPONSIBLE 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 ACTUALLOCATIONS ARE 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 SHALLCOORDINATE 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 SURVEYORSACT.
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) HIGHEFFICIENCY 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 WORKSCONSTRUCTION, LATEST EDITION (GREEN BOOK).
2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROMTHE 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 PERMITSHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THECITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKSMANAGER.
3. 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 ISNEEDED. 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 CATHODICPROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATESTHAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILLCONSIDER AN ALTERNATIVE FORM OF PROTECTION.6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINELOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITYOF 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 BEREQUIRED.14. NO CUTTING OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALLREMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVCSIZE 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 SPLICESOCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATINGEQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THETRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION ANDBACKFILLING. 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 WATERSHUTDOWN.
1 EA
200 SF
CARLSBAD S-12CITY OF CARLSBAD
SDRSD G-7
SDRSD D-25
DocuSign Envelope ID: 86B798CD-F6EE-42B8-95E4-E0AA84EB2D67
3/1/2023
03/31/2025
02/28/2023
03/06/2023
GENERAL NOTES STREET NOTES
SIGNING AND STRIPING NOTES \\L
/ \\
WORK TO BE DONE
' ,\
G
V ~
-
-
\ (
/
-LEGEND
VICINITY MAP DESCRIPTION STD. SYMBOL QUANTITY
--
SEWER NOTES PROJECT ADDRESS -
ABBREVIATION LEGEND ----------
REFERENCE DRAWINGS
...
WATER NOTES INDEX OF SHEETS
DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-2)
I I I
. . I
df?;? OWNER INFORMATION I DEVELOPER -'?"Of ESS / O,t. ~~7,,0"77 7 ~ t) ~ ~llDRflj, ,f; '-1( '<' 4c ~ ~~ 'to~
Cl)Qj ~--:z [;'l No. 86542 f;l
o:: Exp. 03/31/25 "" i-I ' * * '
J'~li C/y\\., ~'"
f OF C/l,.l~ LEGAL DESCRIPTION
OWNER'S CERTIFICATE
------0----0
BENCH MARK
(}Doc,SOg,oa oy,
k.v..ilA, DWAJA,
A3o9FD009CFD4d4 ...
j L
--------------------
BASIS OF BEARINGS
SOURCE OF TOPOGRAPHY
--
PROJECT LOCATION
PASCO LAREY SUITER
P.E. EXP.
STRUCTURAL (POST-CONSTRUCTION) BMP TABLE I SHEET I I SHEETS I CITY OF CARLSBAD STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM ENGINEERING DEPARTMENT TRASH CAPTURE? HYDROMODIFICA TION?
~ STANDARD STORM WATER REQUIREMENTS ~ YES ~ YES
IMPROVEMENT PLANS FOR:
PRIORITY PROJECT REQUIREMENTS NO NO
MAINTENANCE DWG 537-BA MAINTENANCE TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY TillE SHEET / NOTES
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 c»'.9/YJ/24 DAlE
/1\
I PROJECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAL DAlE INl11AL RVWD BY: GO
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL a1Y APPROVAL CHKD BY: EIVIE
DocuSign Envelope ID: 5B517430-C6D6-4926-B2A0-38BD260CFCAB
3/28/2023
5 10 15
GRAPHIC SCALE 1" = 5'
05
PLAN VIEW - PUBLIC IMPROVEMENTS
SCALE: 1" = 5' HORIZONTAL
CONSTRUCTION NOTES
1 PROPOSED 3" GRIND AND OVERLAY OF AC PAVEMENT
PROPOSED AC SAWCUT PER DETAIL THIS SHEET
CONSTRUCT 14' WIDE PCC DRIVEWAY APRON PER SDRSD G-14B
AND CITY OF CARLSBAD GS-12*
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07*
CONSTRUCT 6" PCC CURB & GUTTER PER SDRSD G-02 AND CITY
OF CARLSBAD ENGINEERING STANDARDS VOLUME 1, 3.5A*
PROPOSED TRENCH RESURFACING OF AC PAVEMENT PER CITYOF CARLSBAD STANDARD GS-26, GS-28
2
3
4
5
INSTALL 6" SEWER LATERAL AND CLEANOUT WITH 12" CAST IRONLID PER CITY OF CARLSBAD S-6 & S-7
INSTALL 1" WATER SERVICE, METER AND BACKFLOW W/ PVC
SLEEVE BETWEEN METER AND BLACK FLOW PER CMWD W-5
CALTRANS SIGHT DISTANCE / VIEW CORRIDOR PER CALTRANS
HIGHWAY DESIGN MANUAL AND CITY OF CARLSBAD STREET
DESIGN CRITERIA TABLE A (200-FT)
CONSTRUCT MODIFIED CURBOUTLET PER SDRSD D-25;MODIFIED W/ 1' X 0.25' OUTLET6
7
8
J:\ACTIVE JOBS\3580 RINCON ACACIA\CIVIL\DRAWING\IMPROVEMENT PLANS\3580-CV-IP-03-IMPR.DWG
ACACIA BEACH HOMES
245 ACACIA AVENUE
ROW 2022-0334
MS 2021-0004
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
537-8
50
58
3+00PROFILE VIEW - TOP OF RIGHT CURB
SCALE: 1" = 5' HORIZONTAL; 1" = 4' VERTICAL
UTILITIES ARE KNOWN TO EXIST IN THE AREA.
INFORMATION SHOWN HEREON IS PER BEST AVAILABLERECORD INFORMATION. EXACT HORIZONTAL ANDVERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO ORDERING MATERIALS AND
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER
OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL
LOCATION AND PLAN LOCATION OF UTILITIES UPON
DISCOVERY OF DISCREPANCY
ALL EXISTING MONUMENTS TO BEPROTECTED IN PLACE. ANYMONUMENTS DESTROYED DURING
CONSTRUCTION SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR AND
PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER.
NOTE: ONSITE IMPROVEMENTS
SHOWN HEREON FOR REFERENCE
ONLY; REFER TO SEPARATE
PRECISE GRADING PLAN DWG
537-8A FOR CONSTRUCTION
STREET CENTERLINE DATA TABLE
LINE LENGTH
N 55° 57' 42" E
DELTA / BEARING RADIUS
--
CURB DATA TABLE
LINE LENGTH
83.81'N 55° 57' 42" E
DELTA / BEARING RADIUS
-6" G-2 PCC C&G
REMARKS
-L1
L1
ADDITIONAL NOTES
1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION.
2. ALL ONSITE WATER, SEWER, AND STORM DRAIN FACILITIES TO BE PRIVATELY
MAINTAINED.
3. ABANDON / REMOVE EXISTING WATER SERVICES PER CITY OF CARLSBAD
STANDARD SPECIFICATION 15000-3.11. ABANDON EXISTING SEWER LATERALS
PER CITY OF CARSLBAD STANDARD SPECIFICATION 15000-3.11.
TYPICAL SECTION - ACACIA AVENUE
NOT TO SCALE
TYPICAL DETAIL - SAWCUT AC PAVEMENT
NOT TO SCALE
2 2
PROFILE VIEW - ACACIA AVENUE
SCALE: 1" = 5' HORIZONTAL; 1" = 4' VERTICAL
54
50
58
54
46
50
54
42
38
34 9
2+50
*ALL CONCRETE WITHIN PUBLIC ROW SHALL BE PER
GREEN BOOK SECTION 200 & 201 WITH 560-C-3250
CONCRETE, AND 6" MIN CRUSHED AGGREGATE BASE.
58
34
46
50
54
42
38
58
10
*PAVEMENT SECTION TOBE VERIFIED BY R-VALUETEST
X
X
X
X
X
XXXXXXXX
X
X
XX X
X
X
X
S
W
X
X
X
X
TW
=
5
3
.
8
BW
=
5
3
.
5
BW
=
5
3
.
4
TW
=
5
3
.
5
TW
=
5
3
.
7
BW
=
5
2
.
2
TW
=
5
4
.
1
BW
=
5
3
.
7
BW
=
5
4
.
1
BW
=
5
1
.
0
TW
=
5
2
.
4
BW
=
5
0
.
9
TW
=
5
1
.
3
BW
=
4
9
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7
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=
5
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9
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=
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=
5
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BR
I
C
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5
5
54
53
5
3
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51
5
1
50
5
0ASPHALT WITH CONCRETE C&G
TC
=
5
5
.
3
8
FL
=
5
4
.
9
4
TC
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5
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.
2
9
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=
5
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8
3
TC
=
5
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1
8
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=
5
2
.
7
2
TC
=
5
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.
4
0
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=
5
1
.
9
2
TC
=
5
1
.
7
3
FL
=
5
1
.
6
7
TC
=
5
1
.
2
0
FL
=
5
1
.
1
3
TC
=
5
0
.
7
6
FL
=
5
0
.
6
8
TC
=
5
0
.
8
7
FL
=
5
0
.
4
1
TC
=
5
0
.
2
7
FL
=
4
9
.
7
8
TC
=
4
9
.
3
7
FL
=
4
9
.
2
9
TC
=
4
9
.
1
0
FL
=
4
9
.
0
1
TC
=
4
9
.
2
6
FL
=
4
8
.
7
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51
.
9
52
.
2
52
.
6
53
.
4
52
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52
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4
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WWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWW
W
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OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOE
OE
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S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
G
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G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
S
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EEEEEEEEEEEE
S
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SD
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SD SD SD SD
9.
7
%
9.
7
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
(~5.0%)(~5.0%)
ACACIA AVENUE
52.49 FS53.2 FS
53.8 FS
EXISTING POWER
POLE TO BE
PROTECTED IN PLACE
51.7 FS
EXIST SEWER MH(49.3 RIM)(37.1 IE IN)
(37.0 IE OUT)
EXISTING 8" AC WATERMAIN PER DWG 255-4
ST
A
.
2
+
6
9
.
0
0
~
1
.
2
2
'
R
T
N
E
W
6
"
P
V
T
S
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W
E
R
L
A
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R
A
L
;
(3
7
.
3
9
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@
M
A
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N
)
;
(
3
8
.
5
9
I
E
L
A
T
E
R
A
L
)
APPROX. LOCATION 1"
GAS MAIN
ST
A
.
2
+
9
7
.
6
2
~
1
4
.
0
0
'
R
T
RE
M
O
V
E
E
X
W
A
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E
R
V
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E
A
N
D
ME
T
E
R
;
C
A
P
A
T
M
A
I
N
EXISTING OHE TO REMAIN
EXISTING OHE TOREMAIN
EXISTING OHE TO REMAIN
EXISTING CURB, GUTTER, &
SDWK TO REMAIN
6
6
4
4
ST
A
.
2
+
5
4
.
5
4
~
8
.
9
7
'
L
T
AB
A
N
D
O
N
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X
G
A
S
SE
R
V
I
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A
N
D
M
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E
R
EXISTING 10" E.S.V.C.
SEWER MAIN PER
DWG 118-9
6
ST
A
.
2
+
6
6
.
9
6
~
1
.
2
2
'
R
T
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5
1
6
LA
LA
3+00
PROJECT SITE
APN: 204-240-08
(SEE DWG 537-8A FOR GRADING PLAN)
6'
6'
SD
W
K
14'
7'
ACACIA AVENUE STA. 1+00 =
GARFIELD STREET STA. 10+00
5
2
1
18
'
T
O
F
C
30
'
5
ST
A
.
2
+
6
4
.
0
0
~
1
8
'
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1
4
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ST
A
.
2
+
4
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.
0
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~
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4
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)
;
(
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.
7
F
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)
5
ST
A
.
3
+
1
1
.
6
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~
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8
'
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.
2
+
8
4
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0
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~
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53.1 FS
L1
L1
3
0
'
60
'
PL
PL
5'
EXISTING CURB, GUTTER, &
SDWK TO REMAIN
88
6
APPROX. LOCATIONOF NEW PRIMARYELECTRICAL CONDUIT
APPROX. LOCATION
OF NEW GAS SERVICE
PER SEPERATE SDGE
WORK ORDER
EXISTING DRIVEWAY
TO BE REMOVED
51
52
53
54
55
2+505'12
'
9
9
LIMITS OF AC GRINDAND OVERLAY
LIMITS OF AC GRIND
AND OVERLAY
(50.9 FS)
EXISTING RETAINING
WALL TO REMAIN
7
10' MIN
6
'
REPLACE EX. 8" AC WATERMAIN WITH 8" PVC JOINT TO
JOINT FOR NEW WATER
SERVICE CONNECTIONS
ST
A
.
3
+
0
2
.
1
2
~
1
8
'
R
T
CO
N
S
T
R
U
C
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M
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R
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;
5
1
.
0
I
E
10
CL
53.2 RIM
39.2 IE
5
INSTALL 6" PVC SEWERLATERAL @ 2.0%
3
7
5.0%(~5.0%)
(~5.0%)
5.0%ST
A
3
+
1
1
.
6
3
~
1
8
'
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.
;
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;
(5
0
.
8
5
T
C
)
;
(
5
0
.
3
5
F
L
)
PROPOSED FLOWLINE
EXISTING FLOWLINE
EXISTING PCC
CURB & GUTTER
ST
A
2
+
4
5
.
0
0
~
1
8
'
R
T
BE
I
N
G
P
C
C
C
&
G
I
M
P
R
.
;
M
A
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;
(5
4
.
2
T
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)
;
(
5
3
.
7
F
L
)
ST
A
2
+
5
4
.
0
0
~
1
8
'
R
T
53
.
7
5
T
C
ST
A
2
+
5
7
.
0
0
~
1
8
'
R
T
53
.
2
F
S
ST
A
2
+
7
1
.
0
0
~
1
8
'
R
T
52
.
4
9
F
S
ST
A
2
+
7
4
.
0
0
~
1
8
'
R
T
52
.
7
4
T
C
PROPOSED TOP 6"
PCC CURB & GUTTER
ST
A
2
+
6
4
.
0
0
~
1
8
'
R
T
CL
O
F
P
R
O
P
.
P
C
C
DR
I
V
E
W
A
Y
52
.
8
4
F
S
EXISTING FLOWLINE
EXISTING PCCCURB & GUTTER
ST
A
=
2
+
5
0
(5
4
.
0
9
F
.
S
.
)
ST
A
=
3
+
0
0
(5
1
.
4
5
F
.
S
.
)
(~5.0%)
(~5.0%)
APPROX. GRADE ATCENTERLINE
APPROX. DEPTH OF 1"GAS MAIN
TOP OF 8" AC WATERMAIN PER DWG 255-4
ST
A
.
2
+
7
9
.
0
0
~
1
4
.
0
'
R
T
1"
D
O
M
E
S
T
I
C
S
E
R
V
I
C
E
ST
A
.
2
+
8
1
.
5
0
~
1
4
.
0
'
R
T
1"
D
O
M
E
S
T
I
C
S
E
R
V
I
C
E
ST
A
.
2
+
8
4
.
0
0
~
1
4
.
0
'
R
T
1"
D
O
M
E
S
T
I
C
S
E
R
V
I
C
E
8
8 8
ST
A
.
2
+
6
8
.
9
5
~
1
.
2
2
'
R
T
6
"
I
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CL
SAWCUT AC
PAVEMENT; SEE
DETAIL THIS SHEET
30'
6.0'
12' PKWY18'18'
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30'
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EXTEND BASE
6" BEHIND CURB
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3.0' MIN
1.0'
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I SHEET I CITY OF CARLSBAD I SHEETS I / 1----+--+------------,----t----t----t----t ENGINEERING DEPARlMENT
1----+--+------------,----t----t-----r---;
) IMPROVEMENT PLANS FOR:
IMPROVEMENT PLAN
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 83912 EXP.9/30/24 DATE
DATE INITIAL
ENGINEER IF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL RVWD BY: GD I
1-0lH-ER_APPRO\':_.___AL--+--CI-TY_N'..._P_RO'l_AL----1 CHKD BY: E tvJ E
PROJECT NO. II DRAWING NO.I
I
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DocuSign Envelope ID: 5B517430-C6D6-4926-B2A0-38BD260CFCAB
3/28/2023