HomeMy WebLinkAboutDWG 534-5A; MS 2020-0004; ADAMS STREET HOMES; 01-05MAGNOLI
A
A
V
EADAMS ST
TAMAR
A
C
K
A
V
E
INTERSTATE
5
SITE ADAIR
WAY
CHEST
N
U
T
A
V
E
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
ADAMS STREET HOMES
BAK
GR 2021-0041 PASCO, LARET, SUITER & ASSOCIATES535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075PH: (858) 259-8212 FAX: (858) 259-4812MS 2020-0004 534-5A
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
CDP 2021-0043
PLSA 3339-01
1
J:\ACTIVE JOBS\3339 3745 ADAMS STREET\CIVIL\DRAWING\GRADING PLANS\3339-CV-GRAD-01-TITLE.DWG
N.T.S.PROPERTY BOUNDARY
CENTERLINE OF ROAD
ADJACENT PROPERTY LINE
PUBLIC RIGHT-OF-WAY
SETBACK LINE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
FLOWLINE
DIRECTION OF FLOW
AC PAVEMENT 3" AC OVER 6" CLASS II ABPER GEOTECHNICAL RECOMMENDATION
DEEPENED FOOTING
TURF
DG WALKWAY
RETAINING WALL PER SDRSD
4" PCC PAVEMENT
PROPOSED FENCE
EXISTING FENCE
EXISTING WATER MAIN (SIZE PER PLAN)
EXISTING SEWER MAIN (SIZE PER PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
6" PVC STORM DRAIN PIPE
8" PVC STORM DRAIN PIPE
10" PVC STORM DRAIN PIPE
6" PVT STORM AREA DRAIN
PVT 12" X 12" STORM DRAIN INLET
PVT 36" X 36" STORM DRAIN INLET
6" STORM DRAIN CLEANOUT
6" TRENCH DRAIN
HEAD WALL
DRAINAGE DITCH
RIP RAP
BIOFILTRATION AREAS
X X
W W
S S
G G
64
64
X X
CITY.
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THECARLSBAD MUNICIPAL CODE.)
EXCAVATION.
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT 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 OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.
6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.
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 SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE 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 THE COMPLETION OF FIELD TESTS.
12. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR.
13. 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 REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
14. 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 REQUEST 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.
15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
16. 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 SLOPING 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 REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA 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.
19. 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.)
20. 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.
21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE.
24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
26. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING 534-5A , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
EXCAVATION.
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
UNDERGROUND SERVICE ALERT (DIG ALERT)
SDG&E AT&T
SPECTRUM CABLE
CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER,WATER & RECLAIMED WATER)
32. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING - THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE.
B. PRIOR TO COMPLETION OF GRADING WORK - THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
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:
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
COX COMMUNICATIONS
(800) 422-4133 / 811(800) 411-7343(619) 237-2787(800) 227-2600
(760) 434-2980(760) 438-2722
(619) 262-1122
MUNICIPAL CODE:
(5) PERMANENT STRUCTURAL BMP INSTALLATION CERTIFICATE.
(6) PERMITTED WALL FINAL INSPECTION REPORT.
TYLER G. LAWSON, R.C.E.
80356
12-31-2022
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT (949)637-3254, 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE
RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TOFACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUEDBY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP)
SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL PLAN (WPCP) TO ADDRESS UPDATED SITE
CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT
SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL
APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL
REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIEDSWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT.4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THESATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE
CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY
ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROLPLAN SHALL BE INCORPORATED HEREON.8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY
WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS
SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADEDSLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAWINSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE
DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA.
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 CARLSBADDOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
DATE:
28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE
GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT
PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, 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 APPROVEDBY THE CITY ENGINEER.30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING
DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A
COMPANY REPRESENTATIVE.
33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S
APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE
REQUIRED FOR ANY SUCH RECHECK.34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BYTHIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM.STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.
35. CLEARING AND GRADING ACTIVITIES SHALL BE AVOIDED DURING BIRD NESTING SEASON (FEBRUARY 15TH 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 OFCONSTRUCTION.b. IF NEST OF FEDERALLY OR STATE-LISTED OR SPECIAL STATUS BIRDS OF OTHER MIGRATORY BIRDS ORRAPTORS ARE LOCATED, A FENCE WITH A PROTECTIVE BUFFER OF AT LEAST 500 FEET FROM ACTIVE NESTS OF
FEDERALLY OR STATE-LISTED SPECIES, AND 300 FEET FROM OTHER BIRD SPECIES SHALL BE PLACED. 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.
CUT:
FILL:
IMPORT:
EXPORT:
REMEDIAL:
CY
CY
CY
CY
CY
TOTAL LOT AREA =
TOTAL DISTURBED AREA =
*TOTAL NEW / REPLACED IMPERVIOUS AREA =
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD 83 (CCS83)
EPOCH 1991.35, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STATIONS
CLSB-141 AND CLSB-122 BEING A GRID BEARING OF N 11°36'12" E AS DERIVED FROM GEODETIC VALUES
SHOWN ON RECORD OF SURVEY 17271, CITY OF CARLSBAD SURVEY CONTROL, FILE ON FEBRUARY 8, 2002
AS FILE NUMBER 2002-0112862 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY.
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLICIMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT
STAGING AREAS, CONSTRUCTION TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS)
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM
INFORMATION GATHERED ON: APRIL 21, 2020BY: PASCO, LARET, SUITER & ASSOCIATESTOPOGRAPHY 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_____________ E________________
ADDRESS: 3745 ADAMS STREET, CARLSBAD, CA 92008
24,917 SF
*NOTE: QUANTITIES WITHIN / SUBSET
OF DISTURBED AREA
DISTURBED ROW AREA =
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 INVESTMENTS SERIES, LLC SERIES I044
DESCRIPTION:
LOCATION:
RECORDED:
ELEVATION:DATUM:
NAME:
ADDRESS:
PHONE NO.:
NGVD 29
1 TITLE SHEET/NOTES
2 SINGLE SHEET BMP PLAN
3 DEMO PLAN4 GRADING PLAN5 SECTIONS AND DETAILS
2.5" BRASS DISK
127.190'
NAME:
THE TOP OF NORTH CURB ON CARLSBAD VILLAGE DRIVE, 0.1 MILES WEST OFHIGHLAND DR., AND 111 FEET WEST OF THE EAST EXIT TO CITY LIBRARY ASSHOWN ON CITY OF CARLSBAD CONTROL SURVEY, ROS 17271, AS POINT
CLSB-122.
BW = BOTTOM OF WALL ELEVATION
EG = EXISTING GRADE
FS = FINISHED SURFACE
FG = FINISHED GRADE
FL = FLOWLINEFF = FINISHED FLOORGF = GARAGE FACEIE = INVERT ELEVATION
LA = LANDSCAPE AREA
TG = TOP OF GRATE ELEVATION
RIM = TOP OF RIM ELEVATION
TW = TOP OF WALL ELEVATION
TW@EG = TOP OF WALL ATEXISTING GRADEFYSB = FRONT YARD SETBACKRYSB = REAR YARD SETBACK
SYSB = SIDE YARD SETBACK
TSW = TOP OF STEM WALL
GB = GRADE BRAKE
SDC GS DS = SAN DIEGO COUNTY
GREEN STREET DESIGN STANDARDS
DWG 140-10
DWG 140-10A
DWG 144-8
DWG 163-1
DWG 181-7
DWG 118-5
DWG 126-8DWG 155-3
ADDRESS:
PHONE NO.:
KEVIN DUNN
5315 AVENIDA ENCINAS, SUITE 200CARLSBAD, CA 92008
DWG 487-6ACR 25954
CR 26540
MAP 01681
MAP 01747
MAP 13868
PM 00268
ROS 13434
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING,
DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND
PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR
REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS,
RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
THE GRADING 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 OF
CARLSBAD STANDARDS
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS4. RESOLUTION NO 7422 DATED SEPTEMBER 1, 20215. THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY
GEI INC.: JOB NO. 20-12852 DATED 9/14/20 ,
INCLUDING PROPOSED STORM WATER INFILTRATION
BMPS, AND SUPPLEMENT LETTERS DATED 02/08/21,
08/26/21 AND 04/13/227. 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 3)PREPARED BY: ___________ .11. 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
10/22/21
N/A
ABBREVIATION:
SDRSD - SAN DIEGO REGIONAL STANDARD DRAWING
CMWD - CARLSBAD MUNICIPAL WATER DISTRICT
SDRSD G-7*
(888) 357-3553
3745 ADAMS STREET
CARLSBAD, CA 92008
APN: 205-270-13-00
RREG INVESTMENTS SERIES, LLC
SERIES I044
48,138 SF
48,138 SF
45
6,350
3,500
6,305
0
5
(888) 357-3553
RINCON REAL ESTATE GROUP
TC-32
5315 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
SD SD
6,000 SF
2,480 SF & 1,170 SF
3,700 SF
403 LF
252 LF
13 EA
6 EA
5,848 SF
BIOFILTRATION BASIN PRIVATE YES 4 ANNUALLYAS NEEDED
SDRSD C-03 & C-04
DISTURBED AREA ON SITE =42,290 SF
ONSITE =20,050 SF
ROW =4,867 SF
2002 2 EA
91 LF
5 EA
230 LFSDRSD D-75TYPE B MOD.
5 EA
358 1665
ALL THAT PORTION OF TRACT 236 OF THUM LANDS IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOFNO. 1681, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGOCOUNTY, DECEMBER 9, 1915 MORE FULLY DESCRIBED IN GRANT DEED
RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER AS
DOCUMENT NO. 2018-0397070.
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTEDBY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS INTHE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTSAND 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. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF
CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
3. 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 AREASTHE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.4. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.5. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN
PER SDRSD DWG M19.
6. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE
REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS
ACT.
7. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN
CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE
PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HISREPRESENTATIVE, PRIOR TO INSTALLATION.4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OFWORK AND PUBLIC WORKS 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 THE PUBLIC WORKSDIRECTOR 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 OFTHE CALTRANS METRIC 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 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA)
AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, 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 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-FOOT WIDEMEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12"
2 EA
103 LF
June 30, 2022
8-23-2022
6-27-2022
GRADING NOTES SIGNING AND STRIPING NOTES \\ WORK TO BE DONE
\~ ~ . \ . \
\ /
\ \ \_
\ -
)
'
'
VICINITY \rAP
LEGEND
DESCRIPTION STD. SYMBOL QUANTITY --PROJECT ADDRESS ABBREVIATION LEGEND
-
-------
REFERENCE DRAWINGS
BASIS OF BEARINGS ...
INDEX OF SHEETS
1~~,~~~--~~,,,'S.'~~ ... ~~~,J
SOURCE OF TOPOGRAPHY IJVVVVVVVVVVIJ
--El-l-l-1-1-1-I-I-I-I~ I I I I I I I I I
OWNER INFORMATION DEVELOPER 1:•:-··. -:•. ,·. ·-.......... ··. -:•. -: . ·-. -:-:-:-··. -:j
PROJECT LOCATION • ---•
I . . I
EARTHWORK QUANTITIES LEGAL DESCRIPTION
EROSION CONTROL NOTES DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-6) BENCH MARK ----
0
__3-g' [g]
'?\'-DI' ESS Io~
!SJ "'-"-G L,ill.li '( [g ,y "-" '¾, ~ '-' ,.__ i,) OWNER'S CERTIFICATE 121 "' --Z-"' No. 80356 "' Lu fTl "' Exp. 12/31 /22 ;o
* * = ~(C CIVIi.. ~'<-.
OF CALI' ==;> ==;>
SOILS ENGINEER'S CERTIFICATE
I, JAIME CERROS. A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY re·~ ~~~~~
DOING BUSINESS IN THE RELD OF APPLIED SOILS MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND ·-1·x x_x_x_x_x_x··x-x_x_x_x_x_xj
STUDY OF THE SOIL CONDfiONS PREVALENT WITHIN THIS SITE W'\S MADE BY ME OR UNDER MY
DIRECTION ON 8/3/2020. 11M? COPIES OF THE SOIL REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDA~HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
(\ £--7, d l fl-\lfESSJo,i, DISTURBED AND IMPERVIOUS AREA SIGNED: .£..R7 -.
JAIMI= I ~"I>~"'-~-Ct~',((<'":. -~,.,: 1'o-{,
G.E.IP.E. NO.: R.C.E. 344221 G.E. 2007 "' ') U' ;..,-: <£ GE 2007 ~ ~ ~
DATE: DC "' * EXP. 9/30/23 * SPECIAL NOTES LICENSE EXPIRATION DATE: SEPTEMBER 30 2023 .J',>,/<''o rt C Hll \ C, ""\-% '<-PASCO LARET SUITER GEOTECHNICAL EXPLORATION. INC. ;-, OF Cf,,,\.\~~
7420 TRADE STREET
SAN DIEGO. CA 92121
PH: (858) 549-7222
STRUCTURAL {POST-CONSTRUCTION) BMP TABLE
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM
I SHEET 11 CITY OF CARLSBAD 11 SHEElS I TRASH CAPTURE? HYDROMODIF/CA TION?
~ STANDARD STORM WATER REQUIREMENTS ~ YES ~ YES
PRIORITY PROJECT REQUIREMENTS NO NO GRADING PLANS FOR:
TYPE DESCRIPTION OWNERSHIP MAINTENANCE DWG 534-6A MAINTENANCE
AGREEMENT SHEET NO. FREQUENCY
1111 i:-•
APPROVED: JASON S. GELDERT
--ENGINEERING MANAGIER RCE 63912 EXPIRES 9 /30 /22 DATE
DWN BY:
I
PROJECT NO. 11 DRAWING NO.I DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY:
ENGINEER CF WORK REVISION DESCRIPTION D1HER APPROVAL QlY APPROVAL RVWD BY: NF
DocuSign Envelope ID: 99DE4AFE-25BE-4B40-918F-D2406C38E691
9/15/2022
---PN:
205-270-4 00
/
/
/
/
20
/
/,§1
/
I
I
f
I
I
0
. '
SHIPPING
CONTAINER
GRAPHIC SCALE: 1" = 20'
20
6" PCC REINFORCED
CURB TYP PER GS
7" DEPRESSION
@CURB CUT PER
DETAILD-D
STREET FLOW
COMPACTED
SUBGRADE
SPLAS
PAD PER SDC GS
DSGS-5.06
ROOT BARRIER
PER SDRSD L-5
30 MIL PLASTIC
IMPERMEABLE LINER
6"SAND
FILTER LAYER
. ' I APN:
~i Ji \ 205-270-24-00 ' " V --:.,.,, ~-' • '
·-=----:=:s;~--v---,----.-I \
, APN.~, I
PLAN VIEW -SSBMP EXHIBIT
SCALE: 1" = 20' HORIZONTAL
40 60
\
\
\
\
I
,~
\ )
\ ~
I
I
'i
I
\\
i\
1
I
I
--'s;-
' \
~ '
I
I
~
~1
I
I
I
I
,$
I
I
I
I I
I I
I I
I
I
I
I
$
I
PARTY RESPONSIBLE FOR MAINTENANCE:
NAME: RINCON CAPITAL
ADDRESS: 5315AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
PHONE NO: (BBB) 357-3553
CERTIFICATION:
PLAN PREPARED BY:
NAME: TYLER G LAWSON
COMPANY: PASCO, LARET, SUITER &
ASSOCIATES
ADDRES: 535 N. HWY 101, SUITE A
SOLANA BEACH, CA 92075
PHONE NO: (858) 259-8212
BMPNOTES:
SIGNATURE
1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER THESE PLANS
2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL
FROM THE CITY ENGINEER
3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT
PRIOR APPROVAL FROM THE CITY ENGINEER.
4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS
INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND
INSTALLATION.
5. REFER TO MAINTENANCE AGREEMENT DOCUMENT.
6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION.
BMP CONSTRUCTION AND INSPECTION NOTES:
THE EOWWILL VERIFY THAT ALL PERMANENT BMPS -INCLUDING BMPS LOCATED WITHIN THE
BUILDING -ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE
REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE:
1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO
CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION.
2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED
AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS.
3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE
HAS BEEN INSTALLED.
PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE
PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR
HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER.
"BIOFILTRA T/ON "ENGINEERED SOIL"
LAYER SHALL BE MINIMUM 18" DEEP
PER CITY OF CARLSBAD BMP MANUAL
APPENDIX F.3-BIORETENTION SOIL
MEDIA (BSM) SPECIFICATION
FG =87.5
1.0%-2.0%
82.75 BOTTOM OF BASIN
ELEVATION; PERMEABLE
GEOTEXTILE FABRIC TO
6" FREEBOARD
AND CONVEYANCE
ABOVE RISER
6"
6" PVC OUTLET PIPE FROM
PERMAVOID MODULE SYSTEM
TO CONNECT TO OUTLET
12"PONDING
DEPTH
36" X 36" BROOKS
BOX;87.0 TG
BMP TABLE
><
><
BMP ID# BMP TYPE SYMBOL CASQA NO. QUANTITY
HYDROMODIFICATION & TREATMENT CONTROL
(i) '2' BIOFILTRATION ~~••:,1 -'-=.J BASIN t • • , TC-32
TREATMENT CONTROL
STREET
TREE WELL
SITE DESIGN
SUBSTAINABLE
LANDSCAPING
DIRECT RUNOFF
TO PERVIOUS AREAS
SOURCE CONTROL
BMPIWATER @-® QUALITY SIGN
FENCING PER
LANDSCAPE PLANS
87.5TOP
OF SLOPE
PROPOSED DEEPENED
EDGE AT ll'b\LKIM\Y; SEE
DETAJL SHEET 5
6"
18"
IXI SD-1 2 EA
11,825 SF.
e 12 EA
SD-13 24EA
6" FREEBOARD
AND CONVEYANCE
ABOVE RISER
18"PONDING
DEPTH
36" X 36" BROOKS
BOX;87.0TG
ORIFICE PLATE
PER DETAIL SHEET
5, DRJLLED TO
INSIDE OF BOX 18" ENGINEERED SOIL \I_
LAYER; "SEE NOTE BELOW \
PERMEABLE GEOTEXTILE FABRIC \·. LAYER (MIRAFI 1100N OR EQUAL)
BE1\IVEEN PEA GRAVEL LAYER
AND PERMAVOID SYSTEM <J::t..L.I LI _ _j..l-'--~-~;'-l/.
82.25 BOTTOM OF BASIN
ELEVATION; PERMEABLE
GEOTEXTILE FABRIC TO
6" PVC OUTLET PIPE FROM
PERMAVOID MODULE SYSTEM
TO CONNECT TO OUTLET
WRAP PERMAVOID SYSTEM STRUCTURE WI ORIFICE PLATE 8" PVC EMERGENCY
OVERFLOW OUTLET
DRAIN PIPE, 82.5 IE DUT 0.5" HMP-SIZED ---~
LOW-FLOW ORIFICE, DRILLED
INTO ORIFICE PLATE; 82.5 IE
DRAWING NO.
SD-A
SD-K
SD-B
SD-F
SHEET NO.(S)
DWG534-5A
SHEETS 4
DWG 534-5
SHEETS 3
DWG534-5A
SHEETS 4
DWG534-5A
SHEETS 4
DWG534-5A
SHEETS 4
INSPECTION
FREQUENCY
SEMI-ANNUALLY
SEMI-ANNUALLY
ANNUALLY
ANNUALLY
MAINTENANCE
FREQUENCY
ANNUALLY &
AS-NEEDED
SEMI-ANNUALLY
&AS-NEEDED
MONTHLY
AS-NEEDED
PLANT MIX PER
LANDSCAPE
ARCHITECT PLAN
FENCING PER ___J
LANDSCAPE PLANS ><
87.5TOP
87.03' OF SLOPE
100-YR WSEL PROPOSED DEEPENED
EDGE AT ll'b\LKIM\Y; SEE
DETAIL SHEET 5
3" LAYER OF 318" PEA
GRAVEL
><
IMPERMEABLE LINER
(MIRAFI 30-MIL140N
ORAPPROVED
EQUAL) ALONG
SIDES OF BMP ONLY
~ EXISTING GRADE
18" LAYER PERMAVOID SYSTEM (3
X PV150 MODULE VW 95% VOID
RATIO) OR APPROVED EQUAL
PERMEABLE GEOTEXTILE FABRIC
LAYER (MIRAFI 1100N OR EQUAL)
BETWEEN PEA GRAVEL LAYER
-1'-1.5' MAX ENGINEERED FILL MATERIAL AND PERMAVOID SYSTEM
BETWEEN BASIN BOTTOM AND NATIVE
MATERIAL SELECTIVELY GRADED PER
GEOTECH RECOMMENDATION TO PROVIDE
RELIABLE INFILTRATION PROPERTIES
PLANT MIX PER
LANDSCAPE
ARCHITECT PLAN
TYPICAL DETAIL-BMP-1 BIOFILTRATION BASIN WI PARTIAL RETENTION
NOTTO SCALE
FG=87.5
86.7'
100-YR WSEL 1.0%-2.0%
4.0' LIMITS OF STRUCTURAL SOIL 6"X 18"
DEEPENED EDGE
REINFORCED
WRAP PERMAVOID SYSTEM STRUCTURE WI ORIFICE PLATE
6" PVC EMERGENCY
OVERFLOW OUTLET
DRAJN PIPE; 83. 0 IE OUT
-1'-1.5' MAX ENGINEERED FILL MATERIAL 'BIOFILTRA TION "ENGINEERED SOIL•
3"MINMULCH
LAYER
"6"
UNCOMPACTEDSUBGRADE
PCC SIDEll'b\LK
PERGS-1.04B
COMPACTED
SUBGRADE
30 MIL PLASTIC
IMPERMEABLE LINER
48"DEEP
STRUCTURAL SOIL•
DEEP ROOT TREE
BUBBLER PER
SDRSD Dv.1, 1-4
I 'MODIFIED FROM STANDARD I
ADJACENT LANDSCAPED \
PVIIKY ON ADAMS
STREET
COMPACTED
SUBGRADE
10.0' LIMITS OF STRUCTURAL SOIL
r ADJACENTLANDSCAPED
PWKYONADAMS f 4:t f 3"MULCH 4:1\ STREET
~I \ , ~~~Rl~~~~~~~r-;~~~---+ + +: + + • • • ' +++++:+++ •••••••••~••••••••••••••••••••••••!••••••••: ~•!•••••j j•••••••••••••••••••••••• ; ~ COMPACTED
~ r; • -SUBGRAOE
r--I-ROOT H I I-
.~,,, __ :-:-:-:-__ ' -BALL tJ / : = f".-_ ROOT BARRIER
I I PER SDRSD L-6
'1--ll,,!1 ,,~~~~ ~ ---'--'--" -, -I '--30 MIL PLASTIC
__ , ----j / __
1
i.,.._:: IMPERMEABLELINER ;= ----1 --I I --1 ts
ROOT BARRIER Ii,,-'-'-'-':-:-:-:-:·-'--'--''--' ~;-;-;-;' . ..2...'..c....' i'TTi7 f.<::'--'--' ~-;-;'_c_'--'--' -,.......__ 48" DEEP
PERSDRSDL-5 ,----,--11111 ' ..___ ,.._ ,--STRUCTURALSO/L"
-::;:,/ "f.2 ~:i;:~c;:;_;:;;;;r~:ij~:~:;f:llf ~ lE~E"
LAYER UNCOMPACTED SU;c.BG='-RAO=E'-------~ I 'MODIFIED FROM STANDARD I
0A"HMP-SIZED ----
LOW-Fl.OW ORIFICE, DRILLED
INTO ORIFICE PLATE; 83.0 IE
BETWEEN BASIN BOTTOM AND NATIVE LAYER SHALL BE MINIMUM 18" DEEP
MATERIAL SELECTIVELY GRADED PER PER CITY OF CARLSBAD BMP MANUAL
GEOTECH RECOMMENDATION TO PROVIDE APPENDIX F.3-BIORETENTION SOIL
RELIABLE INFILTRATION PROPERTIES MED I A ( B s M) s p E c / F / c A Tl o N
TYPICAL DETAIL-BMP-2 BIOFILTRATION BASIN
WI PARTIAL RETENTION
SCALE: NOT TO SCALE
PASCO LARET SUITER
& ASSOCIATES
San Diego I Solana Beach I Orange County
Phone 858.259.8212 I www.plsaengineering.com
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
1---1----+------------+--+--+----t------1 I SH2EET I CITY OF CARLSBAD I SHESETS I
ENGINEERING DEPARTMENT
;:;G;;;R.;:;:&D;;:;IN;;;_G::;PLANS;;;:::;:;;;::::;;FO;;;;;:R:=================-=====:::;
ADAMS STREET HOMES
GR 2021-0041 SINGLE SHEET BMP PLAN CDP 2021-0043
SECTION 8-8 -TREE WELL WIO GRATE (AT ADAMS STREET)
MODIFIED SOC GS DS GS-1.04a + GS-1.04b SECTION A-A -TREE WELL WIO GRATE (AT ADAMS ST) ~------
MODIFIED SOC GS DS GS-1.04a + GS-1.04b NOTE. TREE WELL DETAILS FOR ADAMS STREET
RIGHT-OF-ll'b\Y SHOWN HEREON FOR
REFERENCE ONLY; SEE PUBLIC IMPROVEMENT
PLAN DWG 534-5 FOR CONSTRUCTION.
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DAlE
NOTTO SCALE
SCALE: NOT TO SCALE DA 1E INITIAL
ENGIIEER OF WORK REVISION DESCRIPTION
DA1E INITIAL
Oll£R APPROVAL
J:'ACTIVE JOBSl3339 3745 ADAMS STREETIC/VIL IDRAWINGIGRAD/NG PLANSl3339-CV-GRAD-02-BMP.dwg
DA 1E INITIAL DWN BY:
CHKD BY: __ _
CITY APPROVAL RVWD BY:
PRO.ECT NO.
MS 2020-0004
DRAWING NO.
534-5A
PLSA 3339-01
NF
DocuSign Envelope ID: 99DE4AFE-25BE-4B40-918F-D2406C38E691
9/15/2022
I
I
I
_L
\
\
\
I
I
LOT4
MAP5478
I
~ I ~ .. /--~
(
I
I
I
I ~ --I
------I
...._ ...._ I
...._.._!ii' I
i f I
I ,'
I
I
t
I
I
I
I
I
'
/
/
l
/
/
/
/
L J
/
/Bl
I
I
I
I
I
I
I
i~I
I I
I
J:\ACTIVE JOBSl3339 3745ADAMS STREETICIVIL IDRAWING\GRADING PLANS\3339-CV-GRAD-03-DEMO.DVVG
\
\
I
\
SHIPPING
\
/
I
LOT5
MAP5478
-
\
/
/
/
/
\
\
\
I
I
I
\
\ ROS13434 _/
PLAN VIEW -DEMOLITION PLAN
SCALE: 1" = 20' HORIZONTAL
(!)
r
\ I
~24" rP (! c
\ ><
0
f. l I I
1L 1~\,:,
o I
m ' I
! I I
I
' I _;__,_
-✓
/
\ \
\
I
\
\
I
J, r
20 40 60
'
SCALE: 1" =20'
f3 No. 80356
"' Exp. 12/31 /22
* * J'-!;,-J>.: CIVIi. r;J:;*'<-
e< OF C~I.I~
LEGEND
PROPERTY LINE
RIGHT OF WAY
ADJACENT LOT LINE
CENTERLINE OF ROAO
EXISTING CONTOUR
EXISTING STRUCTURE
EXISTING ROOFLINE
EXISTING FENCE
EXISTING Vl,<\TER MAIN
EXISTING SEIM:R MAIN
EXISTING GAS MAIN
DEMOLITION NOTES
--
..
---X--X---
--w--w--
--s--s--
--G--G--
[iJ EXISTING SURVEY MONUMENT TO REMAIN 8 EXISITNG FENCE TO REMAIN; PROTECT IN PLACE
SEE NOTE 4 BELOW
[I] EXISTING OFFS/TE 1111'\LL TO REMAIN
[TI EXISTING FENCE TO BE REMOVED
9 EXITING DRIVEVl,<\Y TO REMIAN; PROTECT IN PLACE
W EXISTING PCC CURB AND GUTTER TO REMAIN;
-PROTECT IN PLACE
[ij EXISTING WATER SERVICE AND METER TO 11 EXISTING OFFS/TE PRIVATE IMPROVEMENTS TO -BE REMOVED SEE NOTE 3 BELOW REMAIN; PROTECT IN PLACE
[I] EXISTING UTILITY TO REMAIN
I B I EXISTING Vl,<\LL TO REMOVED
[I] EXISTING TREE TO BE REMOVED
[I] EXISTING SIGN TO BE REMOVED
ADDITIONAL NOTES
1. CONTRACTOR TO ABANDON I SHUT OFF EXISTING GAS SERVICES PRIOR
TO DEMOLITION OF ANY STRUCTURES (OLD STRUCTURE ON SUBJECT
PROPERTY HAS ALREADY BEEN DEMOLISHED AND REMOVED
PREVIOUSLY, GAS SERVICE LOCATION TO SITE NOT ANTICIPATED BUT
UNKNOWN)
2. CLEAR AND GRUB EXISTING ONSITE VEGETATION; DISPOSE OF ANY
EXISTING ONSITE DEBRIS.
3. EXISTING Vl,<\TER SERVICE AND METER LOCATION SHOWN HEREON; TO
BE ABANDONED PER CITY OF CARLSBAD STANDARDS
4. EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE.
MONUMENT(S) SHALL BE REPLACED BY A LICENSED LAND SURVEYOR
W/0 SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED
DR DESTROYED.
PASCO LARET SUITER
& ASSOCIATES
San Diego I Solana Beach I Orange County
Phone 858.259.8212 I www.plsaengineering.com
RCE __ _
REVIEWED BY:
INSPECTOR
"AS BUILT"
EXP ____ _ DATE
DATE
,______,,___--+------------+---+----+---+----< I SH3EET I CITY OF CARLSBAD I SH5EETS I
ENGINEERING DEPARTMENT
1-----+--+---------------+---+--f----+---1 :::G:;;:R=:AD::::IN::::G~P::::LANS=:::::::::::::FO=:R:;:::·=========-===:::::
DAlE INITIAL DAlE INITIAL DAlE INITIAL
ENGINEER C6' WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL
GR 2021-0041
ADAMS STREET HOMES
EXISTING CONDITIONS & DEMOLITION CDP 2021-0043
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30122 DAlE
DWN BY: BAK PROJECT NO. CHKD BY: __ _
RVWD BY: MS 2020-0004
DRAWING NO.
534-5A
PLSA 3339-01
NF
DocuSign Envelope ID: 99DE4AFE-25BE-4B40-918F-D2406C38E691
9/15/2022
24"TP
24"TP
24"TP
24"TP
24"TP
24"TP
24"TP
24"TP
24"TP
18"TC
18"TD
18"TD 18"TD
12"TD 12"TD
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXS
W
X X X
X XXXXXXXXXXXXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSW W
GGGGGGGGGGGGGGGGGGGGGGGGGGGSDSDSDSDSDSDSDSDS
DSDSD
SDSDSDS
D
S
D
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSS S SSDSDSDSDS
S
S
W W W
S S S
W W W
SDSDW W W
W W W
WF
WF
WF
WF
S S S
S S SSSSSSSSSSSSSS
S S S S S S S S S S S S S S
SD SD
W W W W W W W W W W W W
WWWWW W W W W W W W W W W WWWWW
W W WWF
JTJTJTJTJTJTJTJT
JT
J
TJTJTJTJTJTJT
EECCCC
C CCEEE/
/
/
/
/
/////////////////////////////////////////////////XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X
XXXXXXXXXX84
85 86
87
83 8889909188
89
90
87
8684
8583
828182929192918990889291
929290
90
87.4 90.0
90.687.3
91.5
91.6
91.7
92.16
92.20
92.23
92.23
92.14
92.15
91.85
91.59
TC=91.17FL=90.69
TW=90.47
TW=90.43
TW=91.6992
92 929292
9291
91 91919090
GF = 91.7GF = 90.7GF = 87.5GF = 87.5PROP. ADU
FF = 88.2
PAD = 87.5
N 61°47'58" E 216.98'
N 61°51'12" E 216.89'N 28°07'09" W 194.93'N 28°08'50" W194.96'APN: 205-270-13-00
PROP. ADU
FF = 88.2
PAD = 87.5
PROP. ADU
FF = 92.4
PAD = 91.7
PROP. SFR
FF = 88.2
PAD = 87.5
PROP. SFR
FF = 92.4
PAD = 91.7
PROP. SFR
FF = 88.2
PAD = 87.5
PROP. SFR
FF = 91.4
PAD = 90.7
PROP. ADU
FF = 91.4
PAD = 90.7
5'
18'
5'
10.0'
10.0'
8.5'
8.5' 10'SYSB 20'
FYSB
10'SYSB 10'SYSB 20' RYSB
2.0%1.0%
2.0%
4.0%
4.0%
4.0%2.0%
2.0%
11.0%
10.0%
6.0%
6.0%
BMP 1 ~ 85.5
AREA = 700 SF
2.0%
2.0%
4.0%
1.0%
1.0%
4.0%
2.0%6.0%
6.0%
APN:205-270-43-00
2:1 FILL
SLOPE
2:1 FILL
SLOPE
2:1 FILLSLOPE8.0%
9.0%
92.1 FS
92.1 FS
92.6 FS
92.8 FS
91.6 FS
91.8 FS
PL
(85.6 TW)
(80.95 TW@FG)
(79.1 BW@FG)
(85.7 TW)
(81.35 TW@FG)
(80.0 BW@FG)
(80.65 FG/
LP)
89.8 FS
89.8 FS
87.5 TOPOF SLOPE
87.5 TOPOF SLOPE
88.2 FS87.1 TG
85.6 IE
(89.7 FG)90.9 TW
(87.7 BW@FG)
87.2 TF
88.9 TW
(86.0 BW@FG)
85.5 TF
(82.7 FG)
(81.1 FG)
(85.65 TW)
(81.33 TW@FG)(79.1 BW@FG)
(85.7 TW)
(82.75 TW@FG)
(80.8 BW@FG)
(82.73 FG)
89.8 TW(86.0 BW@FG)84.5 TF
(84.75 TW@FG)
(83.85 BW@FG)
(~83.2 TF)
88.3 FG
89.9 FG
89.9 FS
88.2 FS
88.0 FS
87.7 FS
87.5 FL/HP
91.7 TOPOF SLOPE
91.7 TOPOF SLOPE
90.7 TOPOF SLOPE
R = 28'
R = 28'
(81.1 TW@FG)(79.7 BW@FG)
87.5 TW
87.5 BW
87.0 TF
84.0 TW
81.5 BW
79.5 TF
84.0 TW
82.0 BW
79.5 TF
87.5 TW
87.5 BW
87.0 TF
88.2 TW
(85.0 BW)
84.5 TF
84.0 TW
(81.5 BW@FG)
79.9 TF
LIMIT OF ROOF
OVERHANG
(TYP.)
84.0 TW
(81.5 BW@FG)
79.9 TF
84.0 TW
(81.5 BW@FG)
79.9 TF
(85.5 TW)(80.7 TW@FG)
(80.7 BW@FG)
84.0 TW
81.5 BW@FG
79.9 TF
(91.0 TW)
91.0 BW
90.5 TF
90.7 TW87.5 BW87.0 TF
(91.1 TW)
(~89.2 BW@FG)
(~87.8 TF)
(91.0 TW)(88.9 TW@FG)
(86.2 BW@FG)
(~85.8 TF)
88.5 TW
(84.5 BW)
83.8 TF (92.7 TW)(90.5 TW@FG)
(87.4 BW@FG)
(~86.5 TF)
91.0 TW
87.5 BW
~85.0 TF
LIMIT OF ROOF
OVERHANG
(TYP.)
LIMIT OF ROOF
OVERHANG
(TYP.)
87.7 TC87.2 FL
90.6 TG88.2 IE
85.5 IE
89.8 TG
86.55 IE
90.6 TG87.8 IE
90.4 TG
87.15 IE
91.4 FS
90.7 TW90.7 BW
90.4 HP
87.4 HP
87.5 FG
87.4 HP
87.5 FG
87.7 TC
87.2 FL
87.1 TG
85.6 IE
1.0%87.5 FG 2.0%2.0%2.0%2.0%1.0%4.0%
4.0%
90.7 TW
88.0 BW
87.5 TF
PARCEL 1
PARCEL 2
PARCEL 3
PARCEL 4
88.2 FS
87.7 FS
87.5 FG
87.1 FL
86.8 TG86.1 IE 1.0%87.5 FG
87.5 FG
87.1 FL
0.7%
87.5 FG
86.9 TG
86.3 IE 3.0%
88.1 FS
88.0 FS
87.3 TG
86.1 IE
87.2 HP
86.9 TG
86.2 IE87.5 FG
3.3%87.5 FG
87.3 TG
85.85 IE
87.0 TG85.8 IE
87.5 FG
87.9 TC87.4 FL
87.5 FG
87.9 FS
87.7 FS
87.6 FS
2.3%
87.8 RIM
86.35 IE 5'90.4 TG
86.7 IE
90.0 TG
86.7 IE
89.6 TG
86.9 IE
90.7 FG
89.9 FL
90.7 TOP OFSLOPE
90.7 FG
90.2 FL
90.7 FG
90.7 FG
91.0 FS
90.7 FG 90.7 FG90.6 HP
90.4 TG87.3 IE
10'SYSB90.6 HP
90.7 HP
91.3 FS
91.2 FS
90.7 FG
90.4 TG
87.55 IE
90.6 TG
88.0 IE
90.7 FS
91.1 FS
1.0%
90.8 FS
91.7 TW87.5 BW~85.0 TF
91.4 HP
91.7 FG
91.7 FG
91.2 FL
91.7 FG
91.7 FG91.6 HP
81.5 IE
(81.2 FG)
84.5 TG; 82.0 IE
UNMITIGATED
Q100 = 2.85CFS;MITIGATEDQ100 = 0.62CFS
91.2 HP
91.6 HP
91.7 FG
92.3 FS
91.7 FG
92.2 FS
20'
FYSB
91.6 TG88.9 IE
91.7 FS
92.6 FS
91.6 FS
92.7 FS
91.1 FS
91.4 FS
91.7 FS
91.7 FG
91.7 FG1.0%1.0%1.0
%
88.2 FS
87.9 FS
86.5 TG
85.9 IE
87.5 FG
87.5 FG
86.7 FL 87.5 FG
1.0%88.3 TC
87.8 FS
87.3 TG
86.4 IE
88.1 TC87.6 FS
2.
3%
87.5 FG
88.1 FS
88.0 FS
87.5 FG
87.5 FG @ TOPOF SLOPE
87.3 TG86.25 IE
87.7 FS
87.0 TG
86.2 IE
87.6 HP
87.5 FS
87.9 TC
87.4 FL
13
13
13
1
1
13
2
2
3
3
3
81.5 IE
87.0 TG
82.5 IE
4
85.5 IE
85.5 IE
3
3
3
5
4" PVC STORM DRAINPIPE @ 9' O.C. (TYP.) TO
OUTLET THROUGH
WALL; 81.7 IE
APPROX. LOCATION PVTWATER SERVICE TO LOT 3@ 3.0' MIN COVER
4
4
5
6 6
6
6
7
7
8
9
6
6
7
7
9
9
9
9
9
9
9
9
9
9
9
9
9 10'SYSB 20'
FYSB 10'SYSB 20'RYSB
20'
RYSB
10'SYSB 20'FYSB
10'SYSB 20'RYSB
91.7 TW
91.7 BW
91.2 TF
88.5 TW(84.5 BW)~83.2 TF
87.9 TC
87.4 FL
87.7 RIM81.1 IE
87.7 RIM
81.2 IE 10
10 79.05 IE
79.1 IE
92.1 TW
92.1 BW
12
12
12
12
3
AREA = 275 SF 4.0'9
9
BACKFLOW
(TYP.)3:13:1
3:1
3:1
12
87.0 TG83.0 IE5
6" X 24" RAISEDPCC SILL TOCONVERT RUNOFF
TO SHEET FLOW
6" X 24" RAISEDPCC SILL TOCONVERT RUNOFF
TO SHEET FLOW
BMP 2 ~ 86.088.2 FS
2.0%
2.0%88.2 FS
87.5 FG
11.5'
92.3 FS
91.7 FG
2.0%
2.0%
91.7 FG
TURF
TURF
TURF
88.2 FS
87.5 FG2.0%
2.0%
9
9
88.2 FS
2.0%
2.0%
91.4 FS
91.4 FS
FENCE PERSEPARATE LS
PLAN (TYP.)
FENCE PERSEPARATE LS
PLAN (TYP.)3:1 2'
6'
3.3'
87.5 TOP OFSLOPE
11
17
UNMITIGATED
Q100 = 0.89CFS;
MITIGATED
Q100 = 0.01CFS
84.0 TG
81.7 IE 8
81.5 IE
81.5 IE
81.5 IE
81.5 IE
81.5 IE
81.5 IE
81.5 IE
3
81.5 IE
81.7 IE
81.7 IE
84.0 RIM81.7 IE 8
81.7 IE
81.7 IE
81.7 IE
81.7 IE
81.7 IE
81.7 IE
87.5 FG
81.7 IE
81.7 IE
(82.6 FG)
87.1 RIM
82.6 IE
84.0 RIM
81.7 IE 8(81.5 FG)
87.5 TOP OFSLOPE87.5 FG
3.0' 2'87.5 FG
87.5 FG
(81.5 FG)
(81.5 FG)
(80.7 FG)
(81.0 FG)
(81.1 FG)
(81.2 FG)
LOCATION ROOF
DOWNSPOUT
87.5 FG
4.0'
4.0'
4.0'
8
90.9 TW
(88.5 BW@FG)88.0 TF
89.8 TW
(87.0 BW@FG)
86.5 TF
90.7 FG
91.4 FS
92.2 FS
91.7 FG
92.2 FS
91.4 HP
1.0%
90.7 FG 2.0%91.7 TOP
OF SLOPE
11.5'
90.4 HP
87.5 TW
85.5 BW
85.0 TF
87.5 TOP
OF SLOPE
2.0%3.1%
88.2 FS
87.5 FG
88.2 FS 3.0' 6'
3.4' 4.0' 4.0'
87.8 TC87.3 FS
88.5 TC
88.0 FS
PROPOSED
DEEPENED EDGE
84.5 BTM
PROPOSED
DEEPENED EDGE
84.5 BTM
FENCE PER
SEPARATE LSPLAN (TYP.)
3XX 10
10
765
5
76
6
4
5
2
2
2
2
3
88.0 FS ADAMS STREET(SEE DWG 534-5 FOR IMPROVEMENTS IN ROW)92.1 FS
92.1 FS
91.9 FS
1.0%
1.0%
91.16 FS
91.16 FS
90.9 FS 1.0%
90.9 FS
90.9 FS
STEM WALL(TYP)
90.6 TG
88.1 IE
1.0%2.0%2.0%90.1 FL
87.96 FS
87.96 FS
87.8 FS
6" FF
STEP
6" STEP
6" PVC 3'@ 3.3%
6" STEP
6" STEP
1.0%
1.0%
87.7 FS
87.7 FS
1.0%
1.0%
87.7 FS
87.7 FS
87.96 FS
87.96 FS
87.4 FG
87.1 FL
87.5 FG
87.5 FG
88.5 TW84.8 BW83.2 TF
91.1 TW
(88.9 BW@FG)
85.8 TF
91.7 TW
(90.5 BW@FG)
86.5 TF
91.7 TW(89.2 BW@FG)87.8 TF
FENCE PERSEPARATE LSPLAN (TYP.)
FENCE PER
SEPARATE LS
PLAN (TYP.)
FENCE PER
SEPARATE LS
PLAN (TYP.)
1
(83.0 FG)
82.7 FL
(82.0 FG)
81.8 FL
2:1 FILL
2:1 FILL
2:1 FILL
7
7
87.5 FG
87.5 FG
GBGBGBGBGB(82.0 FG)
81.3 FL
(83.0 FG)
82.5 FL (85.0 FG)
87.9 FS
82.0 IE
APPROX. PVT SEWERPOC; SEE PLUMBING
PLANS; 81.9 IE
87.1 IE
87.1 IE
5.
0%5.0%
1.5' X 195 LF
81.5 FL
80.7 FL
(84.5 TW@FG)(83.7 BW@FG)(~83.2 TF)
84.0 FL
15
15
87.8 FS
84.0 FL
16 16
86.0 IE
88.0 FS
92.1 FS
91.2 FS
2.0%GB91.6 FS
91.3 FS
3" STEP
9
108 LF - 4" PVC @2.0%
108 LF - 4" PVC @2.0%44 LF - 4" PVC @2.0%PRIVATE SEWER4
3
LF
-
4
"
PVC
@
2
.0%
14
14
(86.0 TW@FG)(85.0 BW@FG)(~84.5 TF)
TYP.
91.7 FG
(84.5 TW@FG)(84.3 BW@FG)
(~83.8 TF)
16
EXISTING DWYTO REMAIN
APPROX. DOMESTIC
WATER POC; SEE
PLUMBING PLAN
DOMESTICWATER POC
DOMESTIC
WATER POC
DOMESTICWATER POC
5
3 5
6
5
1
4
PROPOSEDTRANSFORMER
APPROX. LOCATION PVT
WATER SERVICE TO LOT 4
@ 3.0' MIN COVER
APPROX. PVT
SEWER POC; SEE
PLUMBING PLAN;
82.1 IE
4 5 6
2.0'
90.7 FG
1.
0%
87
87 15'PRIVATE SEWER
17
17
17
17
16
84.5 BTM83.0 BTM
84.5 BTM
83.0 BTM
88.0 FS
91.6 FS91.4 FS
90.6 FS 15' 11' 7'
23'
45' 16' 16' 43'
7' 11'85.0 BTM
85.0 BTM
32' 17' 17' 24' 24' 20'
20'
43'
45'
2:1 FILL
32' 11'91.7 FS
91.5 FS
92.8 FS
92.6 FS
81.5 IE
AAB FFEEDD
GG
C C
B18
18
1.0%
1
91.65 TG
88.7 IE
91.1 TG87.4 IE
90.8 TG87.25 IE
91.2 TG
86.75 IE
91.0 TG
86.2 IE
91.4 TG86.45 IE
90.9TG
88.1 IE
91.4 TG
87.65 IE
91.4 TG
88.55 IE
91.1 TG
88.3 IE
91.6 TG
90.1 IE
90.9 TG90.3 IE
91.6 TG
90.0 IE
19
19
20
6" PVC 21'
@ 1.2%
6" PVC 15'@ 1.0%
6" PVC 46'@ 1.0%
6" PVC 22'
@ 0.7%
6" PVC 10'
@ 1.4%
6" PVC 14'
@ 1.1%
6" PVC 13'
@ 1.2%
6" PVC 21'
@ 1.0%
6" PVC 16'@ 1.3%
6" PVC 44'
@ 1.0%
6" PVC 22'
@ 1.1%6" PVC 14'
@ 1.1%
6" PVC 25'@ 2.0%
6" PVC 14'
@ 2.1%
6" PVC 12'
@ 2.1%
6" PVC 10'
@ 2.0%
6" PVC 21'@ 0.46%
6" PVC 16'@ 0.63%
6" PVC 7'@ 0.7%6" PVC 21'
@ 1.0%
6" PVC 5'
@ 1.0%
6" PVC 23'
@ 2.0%
10" PVC 7'
@ 1.4%
10" PVC 7'@ 1.4%
10" PVC 72'@ 1.3%
8" PVC 26'
@ 1.5%
8" PVC 66'@ 1.4%
6" PVC 19'
@ 3.2%
6" PVC 19'
@ 2.1%
10" PVC 17'@ 2.7%
8" PVC 160'
6" PVC 2'
@ 5.0%
6" PVC 13'
@ 1.2%
6" PVC 3'
@ 1.7%
6" PVC 2'
@ 2.5%
6" PVC 20'
@ 1.0%
7
7
3
3
PLSA 3339-01
10 20 30
GRAPHIC SCALE 1" = 10'
010
J:\ACTIVE JOBS\3339 3745 ADAMS STREET\CIVIL\DRAWING\GRADING PLANS\3339-CV-GRAD-04-GRADING.DWG
CONSTRUCTION NOTES
1
2
3
4
6
7
8
5
10
11
12
CONSTRUCT MASONRYRETAINING WALL PERSDRSD C-03
CONSTRUCT PCC BROW
DITCH
W/ MODIFIED DEPTH PER
SDRSD D-75; SEE DETAIL
SHEET 5
INSTALL 1.5' X 2' TYPE 1RIP RAP ENERGYDISSIPATER PER SDRSDD-40;ROCK CLASS = No. 2
BACKING
T=1.1 FT
INSTALL 10" PVC STORM
DRAIN PIPE
INSTALL 36" x 36" BROOKS
BOX WITH GRATED INLET
INSTALL 12" x 12" BROOKSBOXWITH GRATED INLET
WITH WATERPROOF LID
CONSTRUCT 6" TRENCHDRAIN BY NDS ORAPPROVED EQUAL
INSTALL 6" STORM DRAIN
CLEANOUT WITH
TRAFFIC-RATED LID
INSTALL 6" AREA DRAIN BY
NDS OR APPROVED EQUAL
INSTALL 4" SEWERCLEANOUT W/ 12" CASTIRON LID PER CITY OFCARLSBAD S-6
INSTALL 8" SOLID-WALL PVC
STORM DRAIN PIPE ALONG
WESTERN RETAINING WALL;
CONNECT 4-INCH PVC PIPE
AT 9' O.C. TO PERFORATEDPIPE TO DISCHARGETHROUGH RETAINING WALL;81.7 IE 8" SOLID-WALL PVC
CONSTRUCT CUT OFF WALL
PER DETAIL SHEET 5
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK PASCO, LARET, SUITER & ASSOCIATES535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075PH: (858) 259-8212 FAX: (858) 259-4812& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
ADAMS STREET HOMES
GR 2021-0041
MS 2020-0004 534-5A
CDP 2021-0043
4 5
ADDITIONAL NOTES
1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION.
2. ALL EXISTING ONSITE STRUCTURES TO BE DEMOLISHED UNLESS
OTHERWISE NOTED.
3. ALL EXISTING ONSITE TREES TO BE REMOVED UNLESS OTHERWISE NOTED.
4. ALL ONSITE WATER, SEWER, AND STORM DRAIN FACILITIES TO BE PRIVATELYMAINTAINED.
5. HARDSCAPE SHALL DRAIN AWAY FROM PROPOSED STRUCTURES AT A
MINIMUM OF 2.0% FOR 10 FEET, AND LANDSCAPE FOR A MINIMUM OF 5.0% IN
ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE SECTION 1804.4.
ANY DEVIATION SHALL REQUIRE RECOMMENDATION FROM PROJECT
GEOTECHNICAL ENGINEER.
6. DEEPENED FOOTING NOTE: BOTTOM OF FOOTING FOR RESIDENCES AND
RETAINING WALLS ADJACENT TO BMP'S SHALL EXTEND MINIMUM 1-FTBENEATH FINISHED SURFACE ELEVATION OF BMP PER GEOTECHNICALENGINEER RECOMMENDATIONS.
EASEMENT NOTES
1
NOTE: WORK IN THE ADAMS STREET ROWSHOWN HERON REFERENCE ONLY; SEEE
SEPARATE IMPROVEMENT PLAN DWG 534-5
FOR CONSTRUCTION
INDICATES PUBLIC STREET AND PUBLIC UTILITY EASEMENT FOR
ADAMS STREET TO THE CITY OF CARLSBAD PER PARCEL MAP.
INDICATES PRIVATE DRAINAGE EASEMENT FOR STORM WATER
TREATMENT FACILITY PURPOSES FOR THE BENEFIT OF PARCEL 1
THROUGH 4 PER PARCEL MAP.
INDICATES PRIVATE DRAINAGE EASEMENT FOR CROSS LOTDRAINAGE PURPOSES FOR THE BENEFIT OF PARCEL 2 PERPARCEL MAP.
INDICATES PRIVATE DRAINAGE EASEMENT FOR STORM WATER
TREATMENT FACILITY PURPOSES FOR THE BENEFIT OF PARCEL
PER PARCEL MAP.
INDICATES PRIVATE DRAINAGE EASEMENT
FOR THE BENEFIT OF PARCEL 1 PER
PARCEL MAP.
INDICATES PRIVATE RECIPROCAL ACCESS
EASEMENT FOR THE BENEFIT OF PARCEL
3 AND 4 PER PARCEL MAP.
INDICATES PRIVATE DRAINAGE EASEMENTFOR CROSS LOT DRAINAGE PURPOSESFOR THE BENEFIT OF PARCEL 1 PERPARCEL MAP.
2
3
5
6
9
13
14
15
CONSTRUCT MASONRY RETAINING WALL PERSDRSD C-04
CONSTRUCT DEEPEND FOOTING DEPTH FORMINIMUM EMBEDMENT PER GEOTECHNICAL
REPORT, BOTTOM OF FOOTING = 84.5; SEE DETAIL
SHEET 5
CONSTRUCT DEEPEND FOOTING DEPTH TO AVOID
SURCHARGE ON RETAIN WALL STEM, BOTTOM OF
FOOTING = 83.0
CONSTRUCT DEEPENED EDGE PER DETAIL SHEET 5
TRANSITION POINT FOR MASONRY RETAINING WALLFROM SDRSD C-03 TO SDRSD C-04
CONSTRUCT 6" GRAVEL DITCH WITH 4" ATRIUM
GRATE BY NDS OR APPROVED EQUAL; CONNECT
SUBDRAIN TO BROW DITCH
INSTALL 'NO PARKING FIRE LANE' SIGN WITH RED
STRIPPING
CONSTRUCT 3" AC OVER 6" CLASS II AB ROADWAY
16
6A
PRECISE GRADING PLAN
17
18
EXISTING EASEMENT
NOTES
CITY OF CARLSBAD, HOLDER OF ANEASEMENT FOR PUBLIC STREET,
RECORDED SEPTEMBER 14, 1931,
BOOK 26, PAGE 191, OF OFFICIAL
RECORDS.
1
19
20
4
7
\
\
\
I '
r
I
I
I
I
\
/
I
I
/
/
/
/
/
\
\
/ ---
I'
\
}\
-'r
-'r -'r
-'r -'r
-'r -'r
I
---
r ---
I
□
---,-
4
I
I
I I
I I
~l
I
I
I
I
I
I
I
I
--
\ ( \
\
' ..__ ..__ ..__ ..__ ..__
?
I
l
I
I
I
----
___ I
I
' ~'~ i'~S,:~a:il:~!(t ' ~ ",','
'',
~'+~~"' -' ' ' (~~ :r."' , .. ,,,,,
------r
I
~
~
I r
\
/
<:"
;/
j _j
d 1
' ' \ ----
I ' d \ /~~,
;;--/
(
• I
d I
/ \
/ P. \,
/
/1
/1
r □
I
I
I
I
, I
\ \
□
s
I
/ .-\
1, '-::-:===-=----"'-----1,7"'-_--, pf--------T""\~"i----'tt-..... f--'-'\
..__ ,_ ....__ --...s::::-e::.._-sc/ 7_ -
j
IX
----
i
+----
\
\
\
,
/ Y""'i~ ~
-I I 0 ---\ /
--I I I ---J--. I _)_ / --,-'
(r' ,~~o,i
t i'
..__
\
\
'
\
\
l
I
\
I JS I_
I
I
I
1-
I 1
I ~ I
/
'
I ~
I \ \
I
l,~ \
I \ -..:; I r, , I "-~ i: ~" \ •
I I
' .I I I "\ • • I ft
' I \.
.\ " ·\ ~ •
r • " I
' --.;:
\
)
\
d 1
0
' J
I •
ij
r
• I
I
• • J
I
I r
\
j
/ l I
\
I , I y, T ){
0 0 0
0 0 0
0 0
0 0 0
0
0
0 0
0 0
0 0 0
_j_ 0
I □ □
□ □
□ □
□
I
PASCO LARET SUITER
i---+-------------+-----+---
-I-Lt----+----t,----------------+---+-___,,___-+-__
DAlE INITIAL
ENGINEER Of WORK
j
REVISION DESCRIPTION
'<,I'-G L ~,., " '"o ,-.:;:_ J..... ~ ?;)
"' --z S No. 80356 ::;:: °" Exp. 12/31 /22 "'
CIVIi.
OF C~\.l'i
I SHEET I I CITY OF
GRADING PLANS FOR:
APPROVED:
ENGINEERING MANAGER
DWN BY:
CHKD BY: ---1
RVWD BY:
DAlE INITIAL DAlE INITIAL
01IER APPROVAL CITY APPROVAL
CARLSBAD II SHEETS I
JASON S. GELDERT
PROJECT NO. DRAWING NO.
NF
DocuSign Envelope ID: 99DE4AFE-25BE-4B40-918F-D2406C38E691
9/15/2022
88.2 FF
87.5 PAD83.3 FG
PROPOSED
PCC WALKWAY
PROPOSED
PCC WALKWAY
3:1 3:12:1 MA
X
84.0 FG
2:1
BMP BASIN85.5 FG
EXISTING RETAINING
WALL TO REMAIN
PROPOSED MODIFIED
PCC BROW DITCH PERSDRSD D-75; SEEDETAIL THIS SHEET
DASHED LINE REPRESENTSAPPROXIMATE LOCATIONOF EXISTING GRADE
PLPL
PL
88.2 FF
87.5 PAD
30.0'
PROPOSEDDRAINAGEEASEMENT 6.3'
16.3'
87.5 TOP OFSLOPE
5.8'
87.5 TOP OF
SLOPE
16.4'
PROPOSEDBIOFILTRATION BASIN
W/ PARTIAL RETENTION
PER DETAIL SHEET 2
~1' MAX ENGINEEREDFILL MATERIAL; SEENOTE SHEET 2
LOT 4 LOT 3
6" PVC OUTLETPIPE FROM
BMP 2; 82.7 IE
1:1 INFLUENCE LINE
FROM BUILDINGFOUNDATIONXFENCE PER
SEPARATE
LANDSCAPE PLAN
FENCE PER
SEPARATE
LANDSCAPE PLAN
XPROPOSED
DEEPENED EDGE
(TYP.)XXFENCE PER
SEPARATE
LANDSCAPE PLANS
FENCE PERSEPARATE
LANDSCAPE PLANS
11
3.5' 9'OVER EXCAVATION PERGEOTECHNICAL REPORT
OVER EXCAVATION AND
RECOMPACTION PERGEOTECHNICAL REPORT
PROPOSED MODIFIED
PCC BROW DITCH PERSDRSD D-75; SEEDETAIL THIS SHEET
88.2 FF
87.5 PAD
91.4 FF
90.7 PAD
PROPOSED MASONRY
RETAINING WALL PER
SDRSD C-04**; HMAX = 4.5 FT PROPOSED 6"TRENCH DRAIN;87.3 TG85.9 IE
PROPOSEDAC DWY
PL
DASHED LINE REPRESENTS
APPROXIMATE LOCATION
OF EXISTING GRADE
2:1
PL
2:1
TOP OF
SLOPE;
90.7 FG 84.0 TW
81.5 BW@FG
79.9 TF
PL
7.0'
9.7'
2.7'
38.9'
90.7 BOTTOM
OF SLOPE
ADAMS STREET
PER DWG 534-5LOT 2LOT 4
PROPOSED 8"HDPE SOLID-WALLPIPE
2:1 87.5 FGXFENCE PERSEPARATELANDSCAPE PLAN
RETAINING WALLWATERPROOFING& SUBDRAIN
3.5' 4'OVER EXCAVATION PER
GEOTECHNICAL REPORT
OVER EXCAVATION PER
GEOTECHNICAL REPORT
BMP BASIN
85.5 FG PROPOSEDBIOFILTRATION BASIN
PER DETAIL SHEET 2
EXISTING OFFSITE
RETAINING WALL TO
REMAIN
PROPOSED MASONRY
RETAINING WALL PER SDRSD
C-04**; HMAX = 4.5 FT
PROPOSED 4" PVC STORM DRAIN PIPE TO
DISCHARGE THROUGH RETAINING WALL; CONNECT4" PVC PIPE @ 9' O.C. TO 8" SOLID-WALL PIPERUNNING LENGTH OF PROPERTY LINE; 81.5 IE
PL
PROPOSED 1.5' WIDEX 195' LONG RIP RAP
PER SDRSD D-40
3:1 2.0'
PROPOSED 90-FT LONG 8" SOLID-WALL
HDPE PIPE TO EXTEND HORIZONTALLY
FROM BOTH SIDES OF BROOKS BOX; 81.7 IE
PROPOSED 12" X 12"BROOKS BOX W/ LID
1.7'
PROPOSED 8" PVCEMERGENCY OVERFLOW
PIPE OUT OF CATCH BASIN
EXISTING
GRADE
DRAINAGE TO PASS THROUGH
EXISTING WEEP HOLES OR
AROUND WALL AS IT DOES INTHE EXISTING CONDITION
~1'-1.5' MAX ENGINEERED
FILL; SEE NOTE BMP
DETAIL SHEET 2
PROPOSED 6" X 24"PCC SILL / SPLASHWALL
6" PVC OUTLET PIPE FROM PERMAVOIDMODULE SYSTEM TO CONNECT TOOUTLET STRUCTURE W/ ORIFICE PLATE
2:1
87.5
FGX84.0 TW(81.5 BW@FG)79.5 TF
INFLOW PIPE FROMPERMAVOID SYSTEM(PER PLAN)
LOW-FLOW ORIFICE(SIZE PER DETAIL
SHEET 2)
ORIFICE PLATE: MIN SQUARE
DIMENSIONS 1.0 FT GREATER THAN
PIPE DIA. HOT DIP GALVANIZED
PLATE AFTER HOLES HAVE BEENDRILLED; CONNECT TO INSIDEWALL OF OUTLET STRUCTURE
MIN. 6" (TYP.)
NOTE: ORIFICE AND FLANGE
CONNECTION TO CONCRETE
SHALL BE FILLED WITH 30
DUROMETER NEOPRENE RING1 2" MAX3/8" DIA.
HOLE (TYP.)3"TYP.PL
EXISTING RETAINING
WALL TO REMAIN
(84.5 TW); (84.3 BW);
(~83.8 TF)
CONSTRUCT MASONRY RETAINING
WALL PER SDRSD C-04**; LOWER
FOOTING TO ENSURE WALL DOES NOT
SURCHARGE (1:1 INFLUENCE LINE)ADJACENT FOOTING
88.4 TW
(84.5 BW)
~83.8 TF
0.3'PROP. ADU92.4 FF
91.7 PAD
2:1X 11.0'
FENCE PER
SEPARATE
LANDSCAPE PLAN 7'OVER EXCAVATION ANDRECOMPACT PERGEOTECHNICAL REPORT DEEPENED FOOTING
PER DETAIL THIS
SHEET
1 1
1:1 INFLUENCE LINE
FROM BUILDING
FOUNDATION
6" WIDE GRAVEL DITCH W/3/4" CRUSHED AGGREGATE;1.1' THICK
TW PER PLAN = TOP
OF WALL AT
FINISHED SURFACE
TF = TOP OF
FOOTING
BW PER PLAN = BOTTOM
OF WALL AT FINISHED
GRADE
0.5' MIN COVER OVER
FOOTING PER SDRSD
TYP.
WATERPROOFING
TO TOP OF WALL
J-DRAIN 200/220
J-DRAIN SWD
SEALANT
H= PER PLAN
H MAX = 6.7 FT FOR C-3
H MAX = 5.3 FT FOR C-4
6" GRAVEL DITCH W/ 3/4"
CURSHED AGGREGATE; 1.1'
THICK
PROPOSED 6" PVC PRIVATESEWER LATERAL FOR THE
BENEFIT OF LOT 4DASHED LINE REPRESENTSAPPROXIMATE LOCATION
OF EXISTING GRADE
CONSTRUCT 3" AC
OVER 6" CLASS II AB OR
PER GEOTECHRECOMMENDATION
PL PL
PROPOSED 6" PVC PRIVATE
SEWER LATERAL FOR THE
BENEFIT OF LOT 3
2.0%2.0%
2:1 MAX 2:1 MAX
20.0' 5.0' 5.0'
30.0' PVT ACCESSESMT
DWY FL
PL
LOT 1
15.0' 15.0'
LOT 2
'NO PARKING' FIRE LANE
'NO PARKING' FIRE LANE
STORM DRAIN PIPE(SIZE PER PLAN)
PCC HEADWALL
THICKNESS=8"
DASHED LINE
REPRESENTS EXISTING
GRADE AT INVERT
D DD
8"DDFF = PER PLAN
PAD = PER PLANFG = PAD EL
PAD
PROPOSED DEEPENEDFOOTING TO ENSUREMINIMUM EMBEDMENTPER GEOTECH
RECOMMENDATION
BMP 1FG = PER PLAN 3:1
1' BELOWBMP FGPROPOSED DEEPENED EDGE TOENSURE MINIMUM EMBEDMENT PER
GEOTECH RECOMMENDATION
WALKWAY FS = PER PLAN
3:1
7' TODAYLIGHT BTM = PER PLAN
91.7 TW87.5 BW
6" PVC STORMDRAIN; 86.2 IE
BMP 2FG = 86.0
PROP. ADUFF = 92.4PAD = 91.791.0 FL
3:1
TOP OFSLOPE; 87.5
1
1 1:1 INFLUENCE LINE DOESNOT SURCHARGE THESTEM OF THE WALL
DASHED LINE REPRESENTSAPPROXIMATE LOCATIONOF EXISTING GRADE
CONSTRUCT MASONRY
RETAINING WALL PERSDRSD C-03**; 85 TF
CONSTRUCT PCC HEADWALL WITH ROCK RIP RAP;86.0 IE OUT
PL
7.5'
7'
5% MIN
1'LOT 3
5%XX 10' SYSB
PL
PROP. ADUFF = 91.4PAD = 90.790.6 FL
2:1
TOP OF
SLOPE; 90.789.8 TW(87.0 BW @ FG)86.5 TF 2%
FENCE PER SEPERATELANDSCAPE PLANS
DASHED LINE REPRESENTSAPPROXIMATE LOCATION OFEXISTING GRADE
CONSTRUCT MASONRYRETAINING WALL PER SDRSDC-04**; HMAX = 3.7 FT XEXISTING FENCE
4'LIMITS OF OVER EXCAVATIONAND RECOMPACTION PERGEOTECHNICAL REPORT
1'
6" WIDE GRAVEL DITCH W/3/4" CRUSHED AGGREGATE;
1.1' THICK
1 1
PROP. ADUFF = 88.2PAD = 87.5
6" X 24" RAISED PCCSILL TO CONVERTRUNOFF TO SHEET
FLOW
1.5' X 195' RIP RAP
ENERGY DISSIPATER
DEEPEND FOOTING TO
AVOID SURCHARGE ON
TO STEM83.0 BTM
PROPOSEDMASONRYRETAINING WALLPER SDRSD C-04**
EXISTING RETAINING
WALL
2:1
PL
APPROX.
EXISTINGGRADE
(85.65 TW)
(81.33 TW@FG)
(79.1 BW@FG)
84.0 TW
(81.33 BW@FG)
79.9 TF
PROPOSED 8"SOLID-WALL PVCSTORM DRAIN PIPE;
IE 81.7
84 85 86 87
83 88
89
90
9188
89
90
87868485838281
82929192918990889291
929290
90
87.4 90.0
90.687.3
91.5
91.6
91.7
TC=91.17FL=90.69
TW=90.47
TW=90.43
TW=91.69 9292 929292
9291
91 91919090
SDSDSDSDJTJT
JTJT CCB
BFA
C
DD
EEA FG G
6"
2'
0.2'
3" PCC 2500 PSI AIR PLACED CONCRETE
WITH 6 X 6-W1.4 X W1.4 WWF
6"
SECTION B-B
NOT TO SCALE
J:\ACTIVE JOBS\3339 3745 ADAMS STREET\CIVIL\DRAWING\GRADING PLANS\3339-CV-GRAD-05-SECTIONS.DWG
SECTION A-A
SECTION C-C
NOT TO SCALE
PLSA 3339-01
SECTION D-D
NOT TO SCALE
**RETAINING WALL NOTE: BACKFILL FOR PROPOSED
MASONRY RETAINING WALLS TO BE SELECTIVELY
GRADED WITH NO MORE THAN 20% OF FINES
PASSING NO. 200 SIEVE TO REDUCE EQUIVALENT
FLUID PRESSURE (EFP) TO 35 PCF PER GEOTECH
RECOMMENDATION.
**SEE RETAINING WALL
NOTE THIS SHEET
TYPICAL DETAIL - FLOW CONTROL ORIFICE PLATE
NOT TO SCALE
SECTION E-E
NOT TO SCALE
5 5
TYPICAL DETAIL - RETAINING WALL
NOT TO SCALE
TYPICAL SECTION - PRIVATE ROAD
(LOOKING SOUTH)
NOT TO SCALE
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK PASCO, LARET, SUITER & ASSOCIATES535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075PH: (858) 259-8212 FAX: (858) 259-4812& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
ADAMS STREET HOMES
GR 2021-0041 CDP 2021-0043
MS 2020-0004 534-5A
SECTION F-F
NOT TO SCALE
TYPICAL DETAIL - MODIFIED CUTOFF WALL
NOT TO SCALE
SECTIONS
TYPICAL DETAIL - DEEPENED FOOTING
NOT TO SCALE
TYPICAL DETAIL - DEEPENED EDGE
NOT TO SCALE
SECTION G-G
**SEE RETAINING WALLNOTE THIS SHEET
**SEE RETAINING WALL
NOTE THIS SHEET
**SEE RETAINING WALL
NOTE THIS SHEET
KEY MAP
SCALE: 1" = 30'
NOT TO SCALE
NOT TO SCALE
TYPICAL DETAIL - MODIFIED BROW DITCH
NOT TO SCALE
I
I
I
I
' <J
I I I I
I _,,,_I _
-, I -11' liiL.1111 _ I[ I' Iii'..,, 111 11 n rnnc=clillJ' J'_ li ,Jill C ' TTl~ 77 ;-·-1111 ·,,,,, •
I ~ ------1~
'
l
·1
I
ll L
I
I
I
[_
I
= 1-'T'-~
1/
17
/
' '
J. ½"'' 11 ~1~,lj\-,.__~Jill-~11, Ji "-1/ L,~-
~'c!iR:-
!lltt 1 {Ir 'I ' ''f 1/r ,_ ')-:
I I
_I
ll L ...___,_
-. .
. ' -..
I
I
+++
+++
+++ T
. ' -·.
I
I
I
G L~I/&
04-
c::; No. 80356 ~ Exp. 12/31/22
C/V\
OF C/>.
\_
J_
0 0
0
PASCO LAREY SUITER
~II CITY OF CARLSBAD ILJ E===f==3=======================t===±===E===E==3 GRADING PLANS FOR:
t===3===3=========================t===±===i===3t==3 ~====7='======="".J:iiA~SO~Nl!S.~GELELDDIERERTlT APPROVED:
tt===3E===E=========================±====t===t===3=:~3 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DAlE DWN BY: --PROJECT NO. I DRAWING NO. t~=t~~====------------to.!'.!D~A::.,::lE!!_~h:1N~l:.:.::Tl~AL£.t~D;:.;,;A~1E£jJ1N~ITl~AI.~ CHKD BY:__ _
DA1E INITlAL REVISION DESCRIPTION OlHER APPROVAL a,v APPROVAL RVWD BY: ENGINEER <F MlRK NF
DocuSign Envelope ID: 99DE4AFE-25BE-4B40-918F-D2406C38E691
9/15/2022