HomeMy WebLinkAboutDWG 534-5; MS 2020-0004; ADAMS STREET HOMES; 01-03MAGNOLI
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ADAMS STREET HOMES3745 ADAMS STREET
PLSA 3339
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J:\ACTIVE JOBS\3339 3745 ADAMS STREET\CIVIL\DRAWING\IMPROVEMENT PLANS\3339-CV-IMP-TITLE-01.DWG
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE 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
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
SIGNED BY THE CITY ENGINEER.
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E AT&T SPECTRUM CABLE
CITY OF CARLSBAD(STREETS AND STORM DRAIN) CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
THE CITY AND OTHER APPROPRIATE AGENCIES.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE 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
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
BLASTING PROGRAM AND BLASTING PERMIT.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TOTHE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S
STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANY EXCEPTIONS SHALL 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE
THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
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 OTHERWISE NOTED ONPLANS).
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODICPROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THATPROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN
ALTERNATIVE FORM OF PROTECTION.
EXCAVATION.
COX COMMUNICATIONS
8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS).
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THESEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENTOF HEALTH SERVICES.
811(800)411-7343(619)237-2787(800)227-2600
(760)434-2980(760)438-2722
(619)262-1122
RATING GUIDE.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURSPRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED - TELEPHONE NO. (760)438-3891.
12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT APIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900.
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION
23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
OF THE CITY ENGINEER.
13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BEREQUIRED.
14. NO CUTTING 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 TOINSTALL THE TEE AT THE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OFDRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH IS NOT TO INTERFEREWITH 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 WIREAT 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
WEIGHT POLYETHYLENE (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 WITHCUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS
BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
N.T.S.
THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA
COORDINATE SYSTEM OF 1983 (CCS-83), ZONE 6, 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 RECORDOF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SANDIEGO COUNTY RECORDER ON FEBRUARY 8, 2002.
1 TITLE SHEET/NOTES
2 DETAIL SHEET
3 IMPROVEMENT PLAN SHEET
3475 ADAMS ST
CARLSBAD, CA 92008
APN: 205-270-13-00
DWG 140-10
DWG 140-10A
DWG 144-8
DWG 163-1
DWG 181-7
CR 25954
CR 26540
MAP 04438
MAP 05478
MAP 13868
PM 00268
ROS 13434
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2014 REVISION 6 OR 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 SHALLBE 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 BYGRINDING. 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 BE
THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2014 REVISION 6 OR LATEST VERSION, AS AMENDED FOR USE INCALIFORNIA) 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 2014 REVISION 6 OR LATEST VERSION, 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 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"20. ALL NEW AND RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THECONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING NEW AND RELOCATED
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY APROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD
OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE
ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW
AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE
POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHTFOUNDATIONS WILL BE ALL LUMINAIRES SHALL BE "CUT OFF" TYPE ALLOWED.3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS,CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF
BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE
PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE
CODE.6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PERSDRSD DWG M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED,
PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.
10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WATT) HIGH EFFICIENCY
INDUCTION LIGHTS.
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "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 WORKSCONSTRUCTION, 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 AND SUPERINTENDENT.
3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT
SHALL BE REQUIRED.
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROMINFORMATION GATHERED ON: APRIL 21, 2020BY: PASCO, LARET, SUITER & ASSOCIATES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 205-270-13-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N_____363_____ E______1665 ______
ADDRESS: 3475 ADAMS AVE, CARLSBAD CA, 92008
DESCRIPTION:
LOCATION:
RECORDED:
ELEVATION:DATUM:NGVD 29
2-1/2 INCH BRASS DISK
127.19
IN THE TOP NORTH CURB ON CARLSBAD VILLAGE DRIVE, 0.1 MILES WEST OF
HIGHLAND DR., AND WEST OF RAILROAD TRACKS AND 111 FEET WEST OF THEEAST EXIT TO CITY LIBRARY CLSB 122, PER ROS 17271.
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:
TYLER G. LAWSON, R.C.E.
80356
12-31-2021
DATE:
PROPERTY BOUNDARY
CENTERLINE OF ROAD
ADJACENT PROPERTY LINE
PUBLIC RIGHT-OF-WAY
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
DIRECTION OF FLOW
6" PCC CURB AND GUTTER
SAWCUT OF EXISTING PAVEMENT
4" PCC PAVEMENT
TRENCH RESURFACING
2" AC GRIND AND OVERLAY
AC PAVEMENT 4" AC / 4" AB PER
GEOTECHNICAL RECOMMENDATION
6" AC BERM
REMOVE EXISTING AC PAVEMENT
EXISTING OVERHEAD UTILITIES
EXISTING WATER MAIN (SIZE PER
PLAN)
EXISTING SEWER MAIN (SIZE PER
PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
EXISTING STORM DRAIN (SIZE PERPLAN)
1" DOMESTIC WATER SERVICE WITHFIRE SPRINKLER SYSTEM; 1" METER
AND 1" BACKFLOW DEVICE
1" IRRIGATION SERVICE W/ 1" METER
AND 1" BACKFLOW DEVICE
PCC DRIVEWAY APRON (WIDTH PER
PLAN)
4" PRIVATE PVC SEWER LATERALWITH BACK WATER VALVE
PROPOSED TREE WELL/ STREET TREE
(METROSIDEROS EXCELSUS - NEW
ZEALAND CHRISTMAS TREE)
PROPOSED CURB CUTS
PROPOSED TREE TO BE REMOVED
PER TREE REMOVAL PERMIT
W W
S S
G G
W
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S S
S S
SDRSD G-2*
CARLSBAD GS-26/28
SDRSD G-7*
CITY OF CARLSBAD
CMWD W-5
CARLSBAD S-7CITY OF CARLSBAD
CITY OF CARLSBAD
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
*AS MODIFIED BY CITY OFCARLSBAD STANDARDS
1. CARLSBAD MUNICIPAL CODE2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO 7422 DATED SEPTEMBER 11, 2021
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BYGEOTECHNICAL EXPLORATION, INC. DATED SEPTEMBER14, 2020, FEBRUARY 08, 2021 & AUGUST 26, 20217. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND
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 3)
PREPARED BY: ___________ .
11. STORM WATER QUALITY MANAGEMENT PLAN
PREPARED BY: ___________ DATED: _______________
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP
CONSTRUCTION HANDBOOK AND CALTRANSCONSTRUCTION SITE BMP MANUAL
PLSA
PLSA
N/A
OCTOBER 2021
N/A
GS-12/SDRSD G-14B*
OE OE
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.
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ALL THAT PORTION OF TRACT 236 OF THUM LANDS IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF
NO. 1681, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, DECEMBER 9, 1915 MORE FULLY DESCRIBED IN GRANT DEED
RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER AS
DOCUMENT NO. 2021-0736053.
TC-32
GREEN STREET
SD-1
BIORETENTION BASIN
TREE WELLS
PRIVATE
PUBLIC
BMP MAINTENCEAGREEMENT W/ CITY DWG
DWG
SHEET 3
SEMI-ANNUALLY &
AS NEEDED
ANNUALLY &
AS NEEDED
2002
195 LF
195 LF
1000 SF
120 LF
3250 SF
4 EA
385 SF
4 EAS
SIGNATURE DATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILLBE 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 CALIFORNIA
CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION.
KEVIN DUNN FOR RREG INVESTMENT SERIES, LLC SERIES I044
NAME:
ADDRESS:
PHONE NO.:
NAME:
ADDRESS:
PHONE NO.:
KEVIN DUNN
5315 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
(888) 357-3553
RREG INVESTMENTS SERIES, LLC
SERIES I044
(888) 357-3553
RINCON REAL ESTATE GROUP
5315 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
2 EA
ABBREVIATION:SDRSD - SAN DIEGO REGIONAL STANDARD DRAWING
CMWD - CARLSBAD MUNICIPAL WATER DISTRICT
* NOTE: AS MODIFIED BY CITY OF CARLSBAD STANDARDS
WF
3550 SF
4 LF
940 SF
WDID #__________
GS-1.04B
GS-5.01 2 EA
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I MINIMUM 2 WEEKS PRIOR TO ANY SCHEDULED WATER SHUT DOWN
WCMWD W-3 & W-6 1 EAWF
MOD. SEE SHEET 2
1. PRIOR TO THE ISSUANCE OF A RIGHT-OF-WAY PERMIT, THE APPLICANT SHALL COORDINATE WITH THE
PARKS AND RECREATION DEPARTMENT TO OBTAIN A PERMIT FOR TREE REMOVAL WITHIN THE CITY OFCARLSBAD RIGHT-OF-WAY.2. CLEARING AND GRADING ACTIVITIES SHALL BE AVOIDED DURING BIRD NESTING SEASON (FEBRUARY15TH TO SEPTEMBER 15TH) TO REDUCE INDIRECT IMPACTS TO NESTING BIRDS THAT MAY BE PRESENT
WITHIN THE CONTSTRUCITON FOOTPRINT. IF THIS CANNOT BE AVOIDED, THE FOLLOWING MEASURES SHALL
BE TAKEN:
A. NESTING BIRD SURVEYS SHALL BE CONDUCTED BY QUALIFIED BIOLOGIST IN APPROPRIATE HABITAT
FOR NESTING RAPTORS AND MIGRATORY BIRDS AND WITHIN A 500-FOOT SURVEY BUFFER WITHIN THREE
DAYS OF CONSTRUCTION.
B. IF NEST OF FEDERALLY OR STATE-LISTED OR SPECIAL STATUS BIRDS OF OTHER MIGRATORY BIRDSOR RAPTORS ARE LOCATED, A FENCE WITH A PROTECTIVE BUFFER OF AT LEAST 500 FEET FROM ACTIVENESTS OF FEDERALLY OR STATE-LISTED SPECIES, AND 300 FEET FROM OTHER BIRD SPECIES SHALL BEPLACED. ALL CONSTRUCTION ACTIVITY SHALL BE PROHIBITED WITHIN THIS AREA. REDUCED BUFFERS CAN
BE REQUESTED FROM THE CITY IF THE PROJECT BIOLOGIST CAN DEMONSTRATE THAT NESTING SUCCESS
WILL NOT BE AFFECTED. ONCE THE BIOLOGIST HAS DETERMINED THE NESTING CYCLE HAS COMPLETED,
WORK CAN COMMENCE.
8-23-2022
6-27-2022
APPROVED:
ENGINEERING MANAGER
GENERAL NOTES STREET NOTES SIGNING AND STRIPING NOTES
\\\ > WORK TO BE DONE -
1 1
\~
/
\ \_
-Y,/j//P' \ \ '
\ \
LEGEND
SEWER NOTES VICINITY MAP
DESCRIPTION DWG. NO. SYMBOL QUANTITY --PROJECT ADDRESS -
----------
INDEX OF SHEETS
WATER NOTES
REFERENCE DRAWINGS
I I I
(SHEETS 1-3) DECLARATION OF RESPONSIBLE CHARGE I . .
BASIS OF BEARINGS ~
I
I , '.,/, ;✓,,
~£-'?,>.OfESS/04:
fS> ~I'-G L,iltlf:''f( ,;!f "'-" 0-1, ~ I ,,;, * . -;,,,,b I '-' " "' "' --z 0 No. 80356 [Tl DEVELOPER Cu ,..,
"" Exp. 12/31 /22 "' * * J'~lf CIVIi-~'<c
OF c1>,ll~
OWNER'S CERTIFICATE
OWNER INFORMATION
s-c::J--Q
s-c::J--Q
fl-~ ..
/1· '> '>
I" . . .
0
LEGAL DESCRIPTION
SPECIAL NOTES l~I
SOURCE OF TOPOGRAPHY
--G
PROJECT LOCATION
"AS BUil T"
- -
P.E. EXP. DAlE
BENCH MARK REVIEWED BY:
INSPECTOR DAlE
STRUCTURAL {POST CONSTRUCTION} BMP TABLE I SHEET I I SHEElS I CITY OF CARLSBAD
STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM HYOROMODIFICA DON? ENGINEERING DEPARlMENT
~ STANDARD STORM WATER REQUIREMENTS ~ YES (SEE SWMP FOR DOCUMENTATION) IMPROVEMENT PLANS FOR:
PRIORITY PROJECT REQUIREMENTS NO
MAINTENANCE MAlNTEN AN CE
CITY TRAFFIC ENGINEER APPROVAL TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY ROW 2021-0889 TITLE SHEET CDP-2020-0043
I JASON s. GELDERT I
RCE 631112 DP.9/YJ/22 DAlE :
A\ PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL DAlE INITIAL RVWD BY:
BY: DAlE: ENGIIEER OF WORK REVISION DESCRIPTION CHKD BY: MS 2020-0004 534-5 01HER APPROVAL CITY APPROVAL
D: \DRAWING FILES\Tlll.E SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17
N/A
NF
DocuSign Envelope ID: 99DE4AFE-25BE-4B40-918F-D2406C38E691
9/15/2022
If. 1------------60'+--+------------,I------30' ------1--t----30' ------i
INSTALL STREET TREE PER PLAN WITHOUT TREE GRATE PER DETAIL THIS SHEET INSTALL PCC CURB & GUTTER PER $ORSO G-2
'PAVEMENT NOTE: STRUCTRAL SECTION TO BE CONFIRMED IN FIELD BY GEOTECH ENGINEER BASED ON OBSERVED R-VALUES I TESTING
EXISTING 8" C/CL WATER MAIN
MIN. TRAFFIC INDEX= 5.0
EXISTING 8" VCP SEWER MAIN PER OWG 118-5
f ' GAS MAIN PER OWG 140-I0A
TYPICAL SECTION -ADAMS STREET (LOCAL STREET)
SCALE: NOT TO SCALE
-7+00
PLAN VIEW -SIGHT DISTANCE EXHIBIT
SCALE: 1"=30' HORIZONTAL
6"PCC CURB & GUTTER PER SORSO G-2
3.0'MIN
2.0'MIN COLO PLANE ANO OVERLAY /2" MIN. DEPTH) TO PROV/OE SMOOTH TRANSIT/ON
. --:!Ot.!�F�
-'\ .:TR�C:URAL SECTION; 4" AC OVER 4" CLASS II AB OVER NATIVE SUBGRAOE COMPACTED TO 95% REL. EXTEND BASE COMP. 6" BEHIND CURB
EXISTING AC PAVEMENT
'PAVEMENT NOTE: STRUCTRAL SECTION TO BE CONFIRMED IN FIELD BY GEOTECH. ENGINEER BASED ON OBSERVED R-VAWES I TESTING
4.5' 5' 0.5' 4:1 SLOPE A 'SIDEWALK
PCC CURB & GUTTER (SIZE PER PLAN)
SPLASH PAD PER GS-5.06
LA
'-A-• \ I
•
,__,_-10' DIAMETER STREET TREE WITH 160 CF MIN STRUCTURAL SOIL (4.5' WIDE X 10' LONG X 4' DEEP)
i------CONSTRUCT PCC SIOEV'l>,LK PER PLAN
B >--., 8 s: 18" WIDE CURB CUT --!:::::::+=:::1�'J�1'J:t�--:--CENTERED ON TREE 7 WELL (SEE DETAIL B-B) L., '.'._ \ J LOCATION AS SHOWN 1.1 'il ON SHEET 3 PLAN & I )�\ PROFILE
PCC CURB & GUTTER (SIZE
• ..
•0
.,
PER PLAN) LA 4:1 SLOPE L__:::,�� !O'X 10.0' LIMIT• A -OF STRUCTUAL·SOIL
6" T1-IICK, 18" DEEPENED EDGE S/DEV'l>,LK TREATMENT, SEE SECTION B-B BELOW
LIMITS OF 30 MIL PLASTIC IMPERMEABLE LINER AROUND STRUCTURAL SOIL
GUTTER LIP
�
):;l L tC i
Co
"' --'
Co "'
GUTTER LIP
' ' '
R=B" (TYP.)
0
6" PCC C&G PER SORSO G-02
;1 C
9"x 30"x 12" DEEP TYPE 1 SPLASH PAO PER SOC OS GS-5.06 (NO. 2 COARSE AGGREGATE ROCK)
6" PCC C&G PER SORSO G-02
TYPICAL SECTION -SAWCUT AC PAVEMENT PLAN VIEW -CURB CUT@ TREE WELL
SOC GS OS GS-5.01
18" CURB CUT OPENING CENTERED AT TREE WELL LOCATION AS SHOWN ON SHEET 3 PLAN & PROFILE 0
SCALE: NOT TO SCALE
ROW
---
3+00
ROW
ADJACENT LANDSCAPED PV\KY ON ADAMSSTREET 4:1
10.0' LIMITS OF STRUCTURAL SOIL
3"MULCH
SCALE: NOT TO SCALE
4:1
ADJACENT LANDSCAPED PWKY ON AOAMS STREET
PLAN VIEW -CURB CUT@ TREE WELL
SOC GS DS GS-5.01
6" PCC REINFORCED CURB TYP. PER GS
STREET FLOW
CURB CUT PER DETAJL THIS SHEET
SCALE: NOT TO SCALE
9" X 30" X 12" DEEP NO. 2AGGREGATE ROCK SPLASH PAO PER GS-5.06
COMPACTED SUBGRAOE COMPACTED SUBGRAOE
. . ·++++++++++++++++ ' '
ROOT BARRIER PER SORSO L-,,
30 MIL PLASTIC IMPERMEABLE LINER
6" SANO FILTER LAYER
ROOT BALL I ,___
l�-11'-!--' .-�� '--.'._c__'----' ,---,--,-,--; '---'--'--'-- -,----,-,-I____I____I___I I '.....'....'� ,----;-;----;-; '--II -------i I --I I
UNCOMPACTEO SUBGRAOE
;ccl •M""o'--'o=,F.�IE-o -FR-O-:--:M--=-sr,::c,1-:-cND::-:1-1R-=-oc--,I
ROOT BARRIER PER SDRSD L-,,
30 MIL PLASTICIMPERMEABLE LINER
48"OEEP STRUCTURAL SOIL'
DEEP ROOT TREE BUBBLER PER SDRSD DWG 1-4
SECTION A-A-TREE WELL W/O GRATE AT (ADAMS
STREET) MODIFIED SOC GS OS SD-1.04A+GS-1.04B
6" PCC REINFORCED CURB TYP. PER GS
7" DEPRESSION @CURB CUT PER OETAIL0-O
STREET FLOW
COMPACTED SUBGRADE SPLAS PAD PER SOC GS DS GS-5.06
ROOT BARRIER PER SDRSD L-,,
30 MIL PLASTIC IMPERMEABLE LINER
6"SAND FILTER LAYER
4.0' LIMITS OF STRUCTURAL SOIL
3"MIN MULCH LAYER
UNCOMPACTED SUBGRAOE
SCALE: NOT TO SCALE
6"X18" DEEPENED EDGE REINFORCED
PCC SIOEV'l>,LK PER GS-1.04B
COMPACTED SUBGRADE
30 MIL PLASTIC IMPERMEABLE LINER
48"DEEP STRUCTURAL SOIL•
DEEP ROOT TREE BUBBLER PER SORSD DWG 1-4
I 'MODIFIED FROM STANDARD I
30 MIL PLASTIC IMPERMEABLE LINER ANO ROOT BARRIER
SECTION C-C-CURB CUT@ TREE WELL
SOC GS DS GS-5.01
SCALE: NOT TO SCALE
TOP OF 6" PCCC&G
FLOWI./NE (PER PLAN)
!"VERTICAL GUTTER TRANSITION OVER 1' HORIZONTAL (TYP)
1.0'
4.5'
2.5'
1.5' CURB CUT I OPENING I
_l_
1.0'
1"GUTTER DEPRESSION@ TREE WELL
SECTION D-D-CURB CUT@ TREE WELL
DC GS DS GS-5.01
TOP OF 6" PCC C&G
FLOWI.INE (PER PLAN)
SCALE: NOT TO SCALE No. 80356 xp. 12/31/
PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County
Phone 858.259.8212 I www.plsaengineering.com
P.E. __ _
REVIEWED BY:
CIVI
"AS BUILT"
EXP. ___ _ DATE
SECTION B-B -TREE WELL W/O GRATE INSPECTOR DATE
MODIFIED SOC GS OS GS-1.04a + GS-1.04b
NOTTO SCALE I SHE2ET I CITY OF CARLSBAD I SH�lS I �::::t:::i::::::::::::::::::::::::::��====t====�===�===j �:::::::::::::!..!:::::::�E
:::
N�Gl�NE�ER�l�NG::::::::D:::EP::::::A::::RlM::::::::E:::::NT:::::::=:'....==7lt---+----1----------------+--t---t--l-l lMPROVEIIENT PLAIIS FOR: ""�-+--1---------------t---t-1-1-1 ADAMS STREET HOMES
3745 ADAMS STREET
ROW2021-0899 CDP-2021-0043
JASON S. GELDERTl:::::t::::t�;::::::::::::::::::::::::::::::t====1�::::f::::1t=::3 �EN=Gl=ltEERi==NG=M=AN=A=GER=;-i;=R=CE�6�381�2��EXP�.9=r,Al=/22����D�A
=i;
lE�
RVWD BY: ___ 1 PRO.ECT NO. DRAWING NO. DAlE IIITIAL
ENGINEER l::F WORK REVISION DESCRIPTION DA lE INITIAL
OlHER APPROVAL DAlE INITIAL a1Y APPROVAL CHKD BY: MS 2020-0004 534-5
PLSA 3339
APPROVED:
CONSTRUCT 4" THICK PCC
SIDEWALK PER SDRSD G-7
-
SAWCUTAC PAVEMENT PER
DETAIL THIS SHEET
-
_J
ROW li
-
I
I
-~, • • ,,., ,-...___ r,-
. ~~ ~ -::. "'1-........... ....... ..:~ .
• ...
• -
•-;t c,,j ~ . ~ ~ ' "
ROOT
BALL
•
• V
'6"
I I I -I
ii II
NF
DocuSign Envelope ID: 99DE4AFE-25BE-4B40-918F-D2406C38E691
9/15/2022
CDP 2021-0043 PASCO, LARET, SUITER & ASSOCIATES535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075PH: (858) 259-8212 FAX: (858) 259-4812MS 2020-0004
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
ROW 2021-0889
ADAMS STREET HOMES3745 ADAMS STREET
534-5
CONSTRUCTION NOTES
EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN
PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED
LAND SURVEYOR WHO SHALL FILE A CORNER RECORD
WITH THE COUNTY IF DISTURBED OR DESTROYED
TRENCH RESURFACING W/ AC PAVMENT PER CITY
CARLSBAD GS-27
EXISTING TREE TO BE REMOVED PER SEP. TREEREMOVAL PERMIT DATED_______
CALTRANS SIGHT DISTANCE / VIEW CORRIDOR PER
CALTRANS HIGHWAY DESIGN MANUAL AND CITY OF
CARLSBAD STANDARDS
CONSTRUCT PCC DRIVEWAY APRON PER SDRSD G-14B
INSTALL 4" PVC SDR-35 PRIVATE SEWER LATERAL PER
CITY OF CARLSBAD S-7
CONSTRUCT PCC CURB AND GUTTER PER SDRSD G-2
2" GRIND AND OVERLAY OF AC PAVEMENT
SAWCUT EXISTING AC PAVEMENT PER DETAIL SHEET 2
1
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. REMOVE EXISTING WATER SERVICES PER CITY OF CARLSBADSTANDARD SPECIFICATION 15000-3.11. REMOVE EXISTING SEWERLATERALS PER CITY OF CARSLBAD STANDARD SPECIFICATION15000-3.12.
4. CONTRACTOR TO WET TAP EXISTING WATER MAIN TO CONFIRM CAST
IRON. REMOVE AND REPLACE CAST IRON PIPE JOINT TO JOINT WITH
PVC PIPING PER PLAN.
2
3
4
0 10 20 30
SCALE: 1" = 10'
CURB DATA TABLE
LINE LENGTH
4.4'N 73° 08' 04" W
DELTA / BEARING RADIUS
-6" AC BERM
REMARKS
L1
STREET CENTERLINE DATA TABLE
LINE LENGTH
N 28° 07' 09" W
DELTA / BEARING RADIUS
--
DELTA
-L1
5
6
7
8
9
EXISTING FENCE TO BE REMOVED
EXISITNG WALL TO BE REMOVED
INSTALL 1" WATER SERVICE AND 1" METER PER CMWD
W-5; MAX FLOW DEMAND FOR SERVICE AS SHOWN PER
PLAN WITH 73 PSI STATIC PRESSURE
INSTALL AC PAVEMENT 4" AC / 4" AB OR GEOTECHNICAL
RECOMMENDATION
EXISITING EDGE OF PAVEMENT
CONSTRUCT 4" THICK PCC SIDWEALK PER SDRSD G-7
PROPOSED MONUMENT LEAD AND DISK STAMPED LS 8537
PER PARCEL MAP_____
INSTALL PVC SLEEVE BETWEEN METER AND BACKFLOW
CONSTRUCT TREE WELL PER GS-1.04B, MODIFIED PER
DETAIL SHEET 2
CONSTRUCT FOR CURB CUT GS-5.01
INSTALL R26 (CA) SIGN AND R81A (CA) BOTTOM OF SIGNSHALL BE 7' FROM THE GROUND ON NEW POSTUNDERNEATH A TYPE N (CA) OBJECT MARKER SHALL BE 4'
FROM THE GROUND
INSTALL RED CURB BETWEEN TWO DRIVEWAYS
INSTALL 1" IRRIGATION SERVICE AND 1" METER PER
CMWD W-3, RP PER W-6; MAX FLOW DEMAND FOR
SERVICE AS SHOWN PER PLAN W/ 73 PSI STATICPRESSURE
10
11
12
13
14
PROFILE VIEW - CL ADAMS STREET
SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL
3 3
15
5+006+00
90 TC
UTILITIES ARE KNOWN TO EXIST IN THE AREA.
INFORMATION SHOWN HEREON IS PER BEST AVAILABLE
RECORD INFORMATION. EXACT HORIZONTAL AND
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO ORDERING MATERIALS ANDCONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEEROF WORK OF ANY DISCREPANCIES BETWEEN ACTUALLOCATION AND PLAN LOCATION OF UTILITIES UPON
DISCOVERY OF DISCREPANCY
ALL EXISTING MONUMENTS TO BE
PROTECTED IN PLACE. ANY
MONUMENTS DESTROYED DURING
CONSTRUCTION SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR ANDPROPER DOCUMENTATION SHALL BEFILED WITH THE COUNTY RECORDER.
PLSA 3339
94 TC
76 CL
80 CL
84 CL
88 CL
92 CL
96 CL
4+00
90 TC
94 TC
98 TC
76 CL
80 CL
84 CL
88 CL
92 CL
96 CL
PLAN VIEW - ADAMS STREET
SCALE: 1" = 10' HORIZONTAL
194.9'N 28° 07' 09" W -6" G-2 PCC C&GL2
16
17
WATER MAIN DATA TABLE
LINE LENGTH
N 28° 12' 01" W
DELTA / BEARING RADIUS
--
DELTA
194.95'1
PROPOSED EASEMENT NOTES
INDICATES PUBLIC STREET AND PUBLIC UTILITY
EASEMENT FOR ADAMS STREET TO THE CITY OFCARLSBAD PER PM_____.
1
18
19
EXISTING EASEMENT NOTES
1
20
21
CITY OF CARLSBAD, HOLDER OF AN EASEMENTFOR PUBLIC STREET, RECORDED SEPTEMBER14, 1931, BOOK 26, PAGE 191, OF OFFICIALRECORDS.
22
REMARKS
8" PVC CL 305
TRAFFIC SIGN LEGEND
R26 (CA) SIGN 18" X 24"
R81A (CA) SIGN 12" X 5"
NO
PARKING
ANY
TIME
R26 (CA) SIGN18" X 24"
BEGIN
R81A (CA) SIGN12" X 5"
TYPE N (CA)STA = 4+00(92.33 F.S.)STA = 4+50(92.42 F.S.)STA = 5+00(92.48 F.S. / HP)STA = 5+50(92.34 F.S.)STA = 6+00(91.90 F.S.)LOT 1 STA 4+49.484" IE IN: 77.51LOT 3 STA 5+04.074" IE IN: 77.30LOT 2 STA 5+70.024" IE IN: 76.95STA 4+52.48EX. SEWER MHIE= 77.5LOT 3STA 4+96.0712LOT 1STA 4+54.9412LOT 2STA 5+65.0212EXISTING 8" VCPSEWER MAIN PERDWG 118-5
APPROX. DEPTH OF 8"CICL WATER MAIN PERDWG 140-10
APPROX. EXISTINGGRADE OF CENTERLINE
(0.4%)LOT 4 STA 5+16.074" IE IN: 77.25LOT 4STA 5+24.08EXISTING 8" VCPSEWER MAIN PER
DWG 118-5
(0.4%)12STA = 4+12.66(92.36 F.S.)(0.9%)(0.3%)(0.1%)(0.2%)
INSTALL 194.95 LF OFNEW 8" PVC CLASS 305WATER MAIN STA = 4+12.66BEGIN NEW 8" PVC WATER MAINIRRIGATIONSTA 4+96.0722PROFILE VIEW - TOP OF LEFT CURB
SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL STA = 4+5092.43 TCSTA = 5+5091.71 TCSTA 4+12.86 ~20.0' LT 92.7 TCSTA 4+18.95 ~20.0' LT92.66 TCSTA 4+21.95 ~20.0' LT92.24 FSSTA 4+45.95 ~20.0' LT92.06 FSSTA 4+48.95 ~20.0' LT92.44 TCSTA 4+97.07 ~20.0' LT92.10 TCSTA 5+00.07 ~20.0' LT91.67 FSSTA 5+20.07 ~20.0' LT91.53 FSSTA 5+23.07 ~20.0' LT91.91 TCSTA 5+71.19 ~20.0' LT91.56 TCSTA 5+74.19 ~20.0' LT91.14 FSSTA 5+98.19 ~20.0' LT90.97 FSSTA 6+01.19 ~20.0' LT91.34 TCSTA 5+10.07 ~20.0' LTCL NEW DWY; 91.60 FSSTA 4+33.95 ~20.0' LTCL NEW DWY;92.15 FSSTA 6+07.58 ~20.0' LTEND NEW 6" C&G IMPR;MATCH TO EXISTING; (91.3 TC)STA 5+86.19 ~20.0' LTCL NEW DWY; 91.05 FS0.7%
0.7%STA = 5+2591.89 TCSTA = 4+7592.25 TCTOP OF PROPOSED6" PCC C&GSTA 5+50.78 ~20.0' LTCL OF PROPOSED STREETTREE; 91.11 FLSTA 4+73.23 ~20.0' LTCL OF PROPOSED STREETTREE; 91.66 FSEXISTING EDGE OFPAVEMENT
0.7%
0.7%18191819PROPOSEDFLOW LINE STA 4+09.72 ~16.86' LT 93.0 TCTRANSITION TOAC BERM
X X X X X X X X X X X X X X X X X X X X X
XXSWXXXXXXXXXXXXXXXXXXXXXXXXXXX/////////////////////////////////////////////////////////XXXX9291
92
91
92 919292 ///////////////////////////87.490.090.687.391.591.691.792.4992.1392.1692.5392.5592.2092.2392.6192.6492.2392.1492.6592.4492.1591.8591.5992.1091.90TC=92.21FL=91.79TC=91.17FL=90.69TC=92.45FL=92.01TC=92.74FL=92.28TC=92.89FL=92.42TW=90.47TW=90.43TW=91.69TC=92.60FL=92.13TC=92.61FL=92.199796
95
95
95 95 94
94
94
94
93
93 93 93 93
93
92
9292
92
929292 9291
919191
90
904+005+006+00 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGOE 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
SDSD
SD SD
SD SDSDSDSDSDSDSDSSSSSSWWWWSSSWWWWWWWWWWWWWFWFWFWFSSSSSSSSSSSSSSDWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFJTEEEEEEEEEEEEEEEEEEECCCCCCC C 22 20' TO TC 10'2.0%2.0%9.7%9.7%2.0%2.0%9.7%9.7%2.0%2.0%9.7%9.7%2.0%2.0%2.0%2.0%ADAMS STREET
2.0%2.0%2.0%2.0%2.0%EXISTING 1 1/2"H.P. GAS MAIN
EXISTING 8" VCPSEWER PERDWG 118-5
EXISTING 8" CICL
WATER MAIN PER
DWG 140-10
EXISTING DWY
TO REMAIN
5.0' 24'
2
3
43
2
3
3 3 3 3 3 3
4
4
2
2
2 2
2
L2L2
1
STA 4+12.86 ~ 20' LT TC-92.7; (FL=92.2)STA 4+33.95 ~ 20.0' LTCL NEW 24' PCCDRIVEWAY5STA 5+04.07 0.0' LT(77.30 IE @ MAIN)78.50 IE @ LAT677STA 4+54.94 ~ 9.1' RTCONNECT TO WATERMAIN; 7.29 GPM MAXFLOW DEMAND8 8
9STA 4+96.07 ~ 9.04' RTCONNECT TO WATERMAIN; 3.63 GPM MAXFLOW DEMANDSTA 5+10.07 ~ 20.0 ' LTCL NEW 20' PCCDRIVEWAYSTA 5+16.07 0' LT(77.25 IE @ MAIN)78.45 IE @ LAT6STA 5+24.08 ~ 8.98' RTCONNECT TO WATERMAIN; 4.75 GPM MAXFLOW DEMAND9STA 5+70.02 0' LT(76.95 IE @ MAIN)78.15 IE @ LAT6STA 5+86.19 ~ 20.0' LTCL NEW 24' PCCDRIVEWAYSTA 6+00.19 ~ 0' LTEXISTING WATER SERVICE& METER BOX TO BEREMOVEDSTA 4+73.23 ~ 23.0' LTTREE WELL W/O GRATEPER DETAIL SHEET 2CURB CUT 91.66 FSSTA 5+50.78 ~ 23.0' LTTREE WELL W/O GRATEPER DETAIL SHEET 2CURB CUT 91.11 FS1010
10STA 4+52.48 ~ 0' LTEXIST. SEWER MH(92.5 RIM) (77.5 IE)11
13
14
13
14 STA 5+65.02 ~ 8.89' RTCONNECT TO WATERMAIN; 4.43 GPM MAXFLOW DEMANDSTA 4+49.48 0' LT(77.51 IE @ MAIN)78.71 IE @ LATSTA 6+07.58 ~ 20' LTEND 6" PCC C&G IMP;MATCH TO EXISTING(TC=91.3); (FL=90.8)55STA 4+21.95 ~20' LT92.24FSSTA 4+45.95 ~20' LT92.06 FSSTA 5+00.07 ~20' LT91.67 FSSTA 5+98.19 ~20' LT90.97 FSSTA 5+74.19 ~20' LT91.14 FS1
1
ROW
ROW
4
EXISTING EDGE
OF PAVEMENT
4
4
EXISTING PCC
CURB AND GUTTER
TO REMAIN
ROW
ROW
20'30'30'60'CL CLSTA 6+00 ~ 0.0' LT(91.9 FS)121212L1
PARCEL 2 PARCEL 1
5' MIN
15 5.0'STA 5+00 0.0' LT(92.48 FS)5' MIN
91
92
(SEE DWG 534-5A FOR ONSITE
IMPROVEMENTS)STA 4+9.72 ~ 16.86' LTMATCH TO EXISTINGEDGE OF PAVEMENTTC-93.0; (FL=92.5)12
12
1212
CAUTION! X'INGGAS LINE
CAUTION! X'INGGAS LINE
CAUTION! X'ING
GAS LINE
CAUTION! X'ING
GAS LINE 6REMOVE AND DISPOSE
OF 410 SF OF PAVEMENT
EXISTING OVERHEADLINES
2
RIM= 92.24IE= 79.10RIM= 92.16IE= 79.05RIM= 91.86IE= 78.65RIM= 93.04IE= 79.3130'(0.8%)(4.8%)END SIDEWALK16
16
2
17
171717
EXISTING 8" CICLWATER MAIN PERDWG 140-10
1
EXISTING DRIVEWAY
TO REMAIN
0.7%0.7%0.7%
(0.9%)24'(0.1%)(0.2%)4'(0.1%)
(0.7%)
EXISTING CURB & GUTTER
1
(0.3%)
MATCH TO
EXISTING CROWN
OF ROAD
(92.49 FS/HP)
EXISTINGRETAINING WALLSTO REMAIN
18191819EXISTING SIGN TO
BE REMOVED AND
SALVAGED
(8.8%)STA 5+20.07 ~20' LT91.53 FSFIRE HYDRANTAPPROX. 300-FT;INTERSECT. OF
ADAMS ST &
LARKSPUR LN
FIRE HYDRANT
APPROX. 300-FT;
MAGNOLIA AVE
1
EXISTING SIGN TO
BE REMOVED AND
SALVAGED
2021STA 4+91.07 ~ 9.04' RTCONNECT TO WATERMAIN; 9.37 GPM MAXFLOW DEMAND2
PEDESTAL 125' MIN
APPROVED:
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REVISION DESCRIPTION
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PASCO LARET SUITER
P.E . EXP.
I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 ElCP.8/30/22 DAlE
I PROJECT NO.
I
DRAWING NO. DAlE INl11AL DAlE INl11AL RVWD BY:
OlHER APPROVAL CllY APPROVAL CHKD BY:
NF
DocuSign Envelope ID: 99DE4AFE-25BE-4B40-918F-D2406C38E691
9/15/2022