HomeMy WebLinkAboutDWG 537-8A; MS 2021-0004; ACACIA BEACH HOMES; 01-07TAMA
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SITE
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
ACACIA BEACH HOMES
245 ACACIA AVENUE
GR 2022-0022
MS 2021-0004
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
537-8A
1 7
N.T.S.
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:
REGISTRATION EXPIRATION DATE:
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND
PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD
DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
DATE:
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 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 RECORD OF
SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8,
2002.
SIGNED:
G.E./P.E. NO.:
DATE:
LICENSE EXPIRATION DATE:
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC
IMPROVEMENTS 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 FROMINFORMATION GATHERED ON: APRIL 6, 2021
BY: PASCO, LARET, SUITER & ASSOCIATES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 204-240-08-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N_____________ E________________
(CCS 27)
ADDRESS: 245 ACACIA AVENUE, CARLSBAD, CA 92008
SIGNED:
7,595 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 I041, A DELAWARE LIMITED LIABILTY COMPANY
DESCRIPTION:
LOCATION:
RECORDED:
ELEVATION:DATUM:
NAME:
ADDRESS:
PHONE NO.:
NGVD 29
1 TITLE SHEET / NOTES
2 DEMO PLAN
3 GRADING PLAN
4 SECTIONS AND DETAILS5 TIER 2 SWPPP COVER SHEET6 TIER 2 SWPPP
7 SINGLE SHEET BMP
2002
26.52'
NAME:
THE SOUTHEAST CONRNER OF A VAULT ADJACENT TO THE NORTHEASTCORNER OF THE NORTHBOUND COAST HIGHWAY 101 BRIDGE OVER THE AGUAHEDIONDA LAGOON 0.1 MI SOUTH OF TAMARACK AVENUE, 38 FT EAST OF THE
EDGE OF PAVEMENT BY A SINGLE PARKING SPACE FOR THE FACILITY, BASED
ON NUMBER 141, AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD OF
SURVEY 17271.
BW = BOTTOM OF WALL ELEVATION
EG = EXISTING GRADE
FS = FINISHED SURFACE
FG = FINISHED GRADE
FL = FLOWLINE
FF = FINISHED FLOORGF = GARAGE FACEIE = INVERT ELEVATIONLA = LANDSCAPE AREA
PCC = PORTLAND CEMENT CONRETE
TG = TOP OF GRATE ELEVATION
RIM = TOP OF RIM ELEVATION
TW = TOP OF WALL ELEVATION
TW@EG = TOP OF WALL AT EXISTING GRADEFYSB = FRONT YARD SETBACKRYSB = REAR YARD SETBACKSYSB = SIDE YARD SETBACK
ADDRESS:
PHONE NO.:
KEVIN DUNN FOR:RINCON REAL ESTATE GROUP
5315 AVENIDA ENCINAS, SUITE 200
CARLSBAD, CA 92008
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
245 ACACIA AVENUECARLSBAD, CA 92008APN: 204-240-08-00
RREG INVESTMENTS SERIES, LLC
SERIES I041, A DELAWARE LIMITED
LIABILITY COMPANY
5315 AVENIDA ENCINAS, SUITE 200CARLSBAD, CA 92008
9,250 SF
10
700
600
690
0
(949) 637-3254(949) 637-3254
I, EDWIN R. CUNNINGHAM, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLYDOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANDSTUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION ON 6/21/2021 TWO COPIES OF THE SOIL REPORT COMPILED FROM THIS STUDY,
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS4. RESOLUTION NO. 7448 DATED JUNE 1, 20225. THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY
HETHERINGTON ENGINEERING, INC: PROJ. NO.
9324.1 DATED 6/21/21, 9/28/21 & GEOTEK, INC. PROJ.
NO. 3738-SD DATED 8/16/22
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGSAND AS MAY BE MODIFIED BY THE CITY OF CARLSBADSTANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT
PERMIT CONDITIONS DATED _________
9. ENVIRONMENTAL APPROVAL DOCUMENTSDATED________10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2)PREPARED BY: ___________ , SEE SHEETS 5-6.
11. STORM WATER QUALITY MANAGEMENT PLAN
PREPARED BY: ___________ DATED: ____ ___
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP
CONSTRUCTION HANDBOOK AND CALTRANS
CONSTRUCTION SITE BMP MANUAL
PLSA
PLSA
N/A
N/A
R.C.E. 81687
2-1/2 INCH BRASS DISK
ABBREVIATION:
SDRSD - SAN DIEGO REGIONAL STANDARD DRAWING
CMWD - CARLSBAD MUNICIPAL WATER DISTRICT
* NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD
TRASH CAPTURE PIPE CONNECTOR SCREEN HOA 3 AS NEEDED
MARCH 31, 2024
358 1655
THE NORTHWESTERLY 150.00 FEET OF LOT 10 IN BLOCK "Q" OF PALISADES NO. 2, IN THE
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, AUGUST 25, 1924.
EXCEPTING THEREFROM THE NORTHEASTERLY 60.8 FEET.
(MORE FULLY DESCRIBED IN GRANT DEED RECORDED IN THE OFFICE OF THE SAN DIEGOCOUNTY RECORDER AS DOCUMENT NO. 2021-0344877)
MAP 1747MAP 1803
DWG 148-1
DWG 248-4
DWG 252-1
DWG 255-4DWG 260-1
CARLSBAD S-5CITY OF CARLSBAD
WATER DISTRICTCARLSBAD MUNICIPAL
S-7
SDRSD G-1*
BRYAN ANDREW KNAPP, R.C.E.
86542
3-31-2023
PROPERTY BOUNDARY
CENTERLINE OF ROAD
ADJACENT PROPERTY LINE
PUBLIC RIGHT-OF-WAY
SETBACK LINE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
PROPOSED FLOWLINE
PROPOSED DIRECTION OF FLOW
PROPOSED 6" PCC CURB
PROPOSED MASONRY RETAINING WALL
PROPOSED PCC PAVEMENT
PROPOSED DECORATIVE PAVERS
EXISTING FENCE
EXISTING WATER MAIN (SIZE PER PLAN)
EXISTING SEWER MAIN (SIZE PER PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
PROPOSED 6" PRIVATE PVC SEWER
LATERAL TRUNKLINE WITH CLEANOUT PER
CITY OF CARLSBAD S-7
PROPOSED 4" PRIVATE PVC SEWERLATERAL PER CITY OF CARLSBAD S-5
PROPOSED 6" PVC STORM DRAIN
PROPOSED 12" X 12" BROOKS BOX
PROPOSED 18" X 18" BROOKS BOX
PROPOSED 24" X 24" BROOKS BOX (W/
STORMTEK PIPE SCREEN CONNECTOR)
PROPOSED 6" STROM DRAIN CLEANOUT
PROPOSED PCC RIBBON GUTTER
X X
W W
S S
G G
S S
64
64
S
S S
SD SD
2,000 SF
11,250 SF
SDRSD C-3
455 LF
660 SF
1,635 SF
2,075 SF
1 EA
3 EA
125 LF
3 EA
1 EA
1 EA
PARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMITMUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TOTHE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:1) PERMANENTLY STABILIZE ALL SLOPES (>5%) - 70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE,
NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDEREDADEQUATE.2) PERMANENTLY STABILIZE FLAT AREAS (≤5%) - 70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE,NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OFPERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE.3) RESTRICT ACCESS TO SITE - COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE.4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASSING AREPROHIBITED.
5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OFCARLSBAD POLICE DEPARTMENT.6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLEFOR MAINTAINING FENCING AND SIGNAGE, ADHERING TO THE FIRE PREVENTION ORDINATION, KEEPINGTHE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLYDUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE.
J:\ACTIVE JOBS\3580 RINCON ACACIA\CIVIL\DRAWING\GRADING PLANS\3580-CV-GRAD-01-TITLE.DWG
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
TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDERISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPPPRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL PLAN (WPCP) TOADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALLBE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTIONBMP'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 QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANTCHANGES 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 THECITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE.
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 THECONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAYWHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHERDEBRIS 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 OFTHE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA.
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBADREGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBADMUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHERADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THEENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCEIS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROMRESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURINGCONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITYENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THEPUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE ASWELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OFCARLSBAD 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 COMPANYWRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OFCLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANDOTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARENOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK ORGRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINEDAND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITYENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANSAND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THECITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THEENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECTSITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A)SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BESUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLYDOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILLBE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THECOMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TORECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCEOF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTIONOF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOINGBUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREASSHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARDSPECIFICATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THEPRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BESUBMITTED TO THE PROJECT INSPECTOR.14. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK ANDSHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION,INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THECONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATEAND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLEPRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTORAT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BYCALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTIONREQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORKING DAY BEFORE THEINSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUESTOTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYSLATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALLDESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANDSHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETYAND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAILPLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OFSHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTIONFROM 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 ENGINEERAND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THESHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS,TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY AREGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHAEXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURINGCONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILLNOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HASRECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMINGUP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVINGEQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADINGEQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACHDAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BECONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THEENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITYINSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THEHAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BEREMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOTPERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSIONCONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITYENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANDCROSS 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 THECITY ENGINEER.
27. 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 APPROVEDGRADING PLANS.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, ASITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYDEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS ARESULT OF THE GRADING OPERATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM
THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THESCHEDULING OF BLASTING OPERATIONS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OFCARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO.N/A , AND/OR AS DIRECTED BY THE CITYENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OFTHESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS ANDTHE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPEMANUAL TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADINGOPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANDREPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGEDWITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THECONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION ISCALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOTSHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR ISREQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THEPLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND ANDUNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THEREVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICTWITH THE PROPOSED WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULLWORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATETHE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 SAN DIEGUITO WATER DISTRICT (760)633-2650 LEUCADIA WASTEWATER DISTRICT (760)753-0155 VALLECITOS WATER DISTRICT (760)744-0460 OLIVENHAIN WATER DISTRICT (760)753-6466 BUENA SANITATION DISTRICT (760)726-1340 x1330 AS APPROPRIATE
34. 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 THEWORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT - THE FOLLOWING REPORTS MUSTBE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10}CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING ISCOMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION AREINSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERINGDEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOILBEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OFTHE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS ANDPLOTTED TEST POINTS THE REPORT SHALL ALSO INCLUDE A STATEMENTBY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCEWITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THEPRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITYENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK.PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK.
35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTEDBY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGEDOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.
*******
1 EA
365 SF
02/28/23
DocuSign Envelope ID: 86B798CD-F6EE-42B8-95E4-E0AA84EB2D67
3/1/2023
SIGNED:
G.E./P.E. NO.:
DATE:
LICENSE EXPIRATION DATE:
SIGNED:
I, EDWIN R. CUNNINGHAM, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLYDOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANDSTUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION ON 6/21/2021 TWO COPIES OF THE SOIL REPORT COMPILED FROM THIS STUDY,
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
R.C.E. 81687
MARCH 31, 2024
March 4, 2023
03/31/2025
GRADING NOTES / WORK TO BE DONE BASIS OF BEARINGS \
SOURCE OF TOPOGRAPHY
<
-
PROJECT LOCATION • --
'
EARTHWORK QUANTITIES LEGEND
DESCRIPTION STD. SYMBOL QUANTITY --VICINITY MAP -
OWNER'S CERTIFICATE -------
DISTURBED AND IMPERVIOUS AREA
Q DocoS.o,a cy,
~:5£=
..
PROJECT ADDRESS
ABBREVIATION LEGEND
I . . . I
SOILS ENGINEER'S CERTIFICATE REFERENCE DRAWINGS ~
J) c7 -C 6L or:.OFE"Ss10 -'v' '/I ? <{5' ~ CUtvtv. ~ 2.✓'-i:-~ ¼; ~ '" Q .,_
i3{;)N ~" INDEX OF SHEETS w o.C81687 Z EROSION CONTROL NOTES u:: -m
0 * Exp. Date !J}
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---0
ABANDONMENT NOTES --
OWNER INFORMATION DEVELOPER □
□
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LEGAL DESCRIPTION I · . . . I
BENCH MARK
PASCO LAREY SUITER
DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-7)
STRUCTURAL (POST-CONSTRUCTION) BMP TABLE
I SHEET 11 CITY OF CARLSBAD 11 SHEElS I STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM
TRASH CAPTURE? HYDROMODIFICA TION?
GRADING PLANS FOR: --~ STANDARD STORM WATER REQUIREMENTS ~ YES ~ YES dt¾? '?"Of ESS / 04l PRIORITY PROJECT REQUIREMENTS NO NO -~ ~l\DRf/j, '1('
,;J->..~ .f-4< ~ MAINTENANCE t;'~ ~s TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. 1111 c-I
-
AGREEMENT FREQUENCY -z <O No. 86542 rn
APPROVED: JASON S. GELDERT u.J rn
"" Exp. 03/31/25 ;o
* * ENGINEERING MANAGER RCE 63912 EXPIRES 913D/24 DAlE J'~li G/V\\. <ff'tc
DWN BY:
I
PROJECT NO. I DRAWING NO. c OF cr,.1_\'i DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: GO
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: EME
03/06/2023
DocuSign Envelope ID: 9992BA49-FEF4-48BC-AC0E-211A94B2DFBF
3/28/2023
XXXX
X
X
X
X
X
32"TP
24"TC
X XXXXXXXXXXX X X X X X X X
X
X
X
X
X
X X X X X X X X
X
X
X
X
E
G
S
W
X
XXXXXXXXXXXX
12"TD
SHED
GARAGE
GARAGE
1FT CONCRETE BLOCK WALL
1.5 FT CONCRETE BLOCK RETAINING WALL
6FT WOOD FENCE ON WALL 6FT WOOD FENCE ON WALL 6FT WOOD FENCE
1FT CONCRETE BLOCK WALL
6F
T
W
O
O
D
F
E
N
C
E
6FT WOOD FENCE
6F
T
W
O
O
D
F
E
N
C
E
GRAVEL
CONCRETE
TW=53.8
BW=53.5
BW=53.4TW=53.5 TW=53.7BW=52.2
TW=54.1BW=53.7BW=54.1
TW=53.7BW=51.8
TW=54.1BW=53.4
BW=54.1 TW=54.1BW=53.5
BW=54.2
TW=53.6BW=51.8
BW=53.6
BW=52.9TW=53.7
BW=51.0TW=52.4
BW=50.9TW=51.3
BW=49.7
BW=50.9TW=51.9
BW=50.3
BW=49.9TW=51.3
BW=48.8
BRICK
1.5 FT CONCRETE BLOCK RETAINING
WALL
3FT CHAINLINK FENCE
56
55
55
55
54
54
5454
54
54
54
54
54
53
535353
53
53
52
52
52
52
52
51
51
51
5151
51
50
50
505050
49
49
AS
P
H
A
L
T
W
I
T
H
C
O
N
C
R
E
T
E
C
&
G
CONCRETE
TC=55.38FL=54.94
TC=54.29FL=53.83
TC=53.18FL=52.72
TC=52.40FL=51.92
TC=51.73FL=51.67
TC=51.20FL=51.13
TC=50.76FL=50.68
TC=50.87FL=50.41
TC=50.27FL=49.78
TC=49.37FL=49.29
TC=49.10FL=49.01
TC=49.26FL=48.78
TC=49.05FL=48.58
51.8
51.7
51.6
51.2
51.6
51.5
51.4
51.2
51.7
51.8
52.6
51.6
51.451.2
51.9 51.5
51.6
51.8
51.7
51.7
51.7
51.7 51.752.2
52.2
52.6
53.4
52.6
52.3
52.3
51.8
50.6 50.6 50.4 50.8 50.6 50.8
54.2
54.253.854.254.5
54.5
52.7
51.8
51.3
51.1
50.7
Z:49.4 Z:49.4 49.4 49.6 50.2 50.2
IE OUT=37.0
IE IN=37.1
RIM=49.3
SHED
SHED
1 STORY HOUSE
1 STORY HOUSE
3FT WOOD FENCE
CANOPY
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
W
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOEOE
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
GGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SSS
30' 30'
60'
(~
5
.
0
%
)
AC
A
C
I
A
AV
E
N
U
E
LOT 10
MAP 1803
LOT 1
MAP 1747
APN: 204-240-09-00 LOT 2
MAP 1747
APN: 204-240-10-00 LOT 3
MAP 1747
APN: 204-240-11-00
APN: 204-240-07-00
POR. LOT 10BLOCK QMAP 1803
APN: 204-240-12-00
N
5
5
°
5
7
'
4
2
"
E
61
.
6
1
'
N 34°02'01" W 150.00'
N
5
5
°
5
7
'
4
2
"
E
61
.
6
4
'
LOT 4
MAP 1747
APN: 204-240-12-00
EXISTING 6" V.C.P.SEWER MAIN PER
DWG 255-4A
1
1
1 1
4
3
4
5 4
6
2
2
2
3
2
45
7
7
8
N 34°03'15" W 150.00'
10 20 30
GRAPHIC SCALE 1" = 10'
010
PLAN VIEW - DEMO PLAN
SCALE: 1" = 10' HORIZONTAL
SITE NOTES
1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION; WITH
EXCEPTION OF SEWER UTILITIES. CONTRACTOR TO FIELD VERIFY SEWER UTILITIES.
2. ALL 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 PRIVATELY MAINTAINED.
5. HARDSCAPE SHALL DRAIN AWAY FROM PROPOSED STRUCTURES AT 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.
J:\ACTIVE JOBS\3580 RINCON ACACIA\CIVIL\DRAWING\GRADING PLANS\3580-CV-GRAD-02-DEMO.DWG
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
ACACIA BEACH HOMES
245 ACACIA AVENUE
MS 2021-0004
7
537-8A
GR-2022-0022
DEMOLITION NOTES
EXISTING STRUCTURE TO BE REMOVED
EXISTING OFFSITE STRUCTURE TO REMAIN
EXISTING TREE TO BE REMOVED
EXISTING FENCE TO BE REMOVED
EXISTING WALL TO BE REMOVED
EXISTING WALL TO REMAIN
EXISTING HARDSCAPE TO BE REMOVED
EXISTING OVERHEAD UTILITY TO BE REMOVED
1
2
3
4
5
6
7
8
DEMO PLAN
2
□
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□
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□
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t-----+---+------------+---+-----+---+-----t L 11 CITY OF CARLSBAD I LJ
t----+----+--------------+----+-----,t-----+----t GRADING PLANS FOR:
JASON S. GELDERT
t----+----+--------------+----+-----,t-----+----t ::;EN;;;Gl;;:N:;;EER;;:;l:::::NG:::::::MAN::::::::AGER=;';:::::::R::::CE:::::6::::3::::91::::2::::::::::EXP::::::::::IRE:::S::::::9=:l/:::;;30~1/:::::2::::::4=::::DA::::::lE:::::
DWN BY: --1 PROJECT NO. II DRAWING NO.I
APPROVED:
t--DA_lE~_IN_lll_AL-+-_DA_lE~~IN_lll_AL--t CHl<D BY: GO
D1HER APPRDVAL a1Y APPROVAL RVWD BY: E f.,i E _
DAlE INITIAL
ENGINEER a' WORK REVISION DESCRIPTION
DocuSign Envelope ID: 9992BA49-FEF4-48BC-AC0E-211A94B2DFBF
3/28/2023
XXXX
X
X
X
X
X
32"TP
24"TC
X XXXXXXXXXXX X X X X X X X
X
X
X
X
X
X X X X X X X X
X
X
X
X
E
G
S
W
X
XXXXXXXXXXXX
12"TD
SHED
GARAGE
GARAGE
1FT CONCRETE BLOCK WALL
1.5 FT CONCRETE BLOCK RETAINING WALL
6FT WOOD FENCE ON WALL 6FT WOOD FENCE ON WALL 6FT WOOD FENCE
1FT CONCRETE BLOCK WALL
6F
T
W
O
O
D
F
E
N
C
E
6FT WOOD FENCE
6F
T
W
O
O
D
F
E
N
C
E
GRAVEL
CONCRETE
TW=53.8
BW=53.5
BW=53.4TW=53.5 TW=53.7BW=52.2
TW=54.1BW=53.7BW=54.1
TW=53.7BW=51.8
TW=54.1BW=53.4
BW=54.1 TW=54.1BW=53.5
BW=54.2
TW=53.6BW=51.8
BW=53.6
BW=52.9TW=53.7
BW=51.0TW=52.4
BW=50.9TW=51.3
BW=49.7
BW=50.9TW=51.9
BW=50.3
BW=49.9TW=51.3
BW=48.8
BRICK
1.5 FT CONCRETE BLOCK RETAINING
WALL
3FT CHAINLINK FENCE
56
55
55
55
54
54
5454
54
54
54
54
54
53
535353
53
53
52
52
52
52
52
51
51
51
5151
51
50
50
505050
49
49
AS
P
H
A
L
T
W
I
T
H
C
O
N
C
R
E
T
E
C
&
G
CONCRETE
TC=55.38FL=54.94
TC=54.29FL=53.83
TC=53.18FL=52.72
TC=52.40FL=51.92
TC=51.73FL=51.67
TC=51.20FL=51.13
TC=50.76FL=50.68
TC=50.87FL=50.41
TC=50.27FL=49.78
TC=49.37FL=49.29
TC=49.10FL=49.01
TC=49.26FL=48.78
TC=49.05FL=48.58
51.8
51.7
51.6
51.2
51.6
51.5
51.4
51.2
51.7
51.8
52.6
51.6
51.451.2
51.9 51.5
51.6
51.8
51.7
51.7
51.7
51.7 51.752.2
52.2
52.6
53.4
52.6
52.3
52.3
51.8
50.6 50.6 50.4 50.8 50.6 50.8
54.2
54.253.854.254.5
54.5
52.7
51.8
51.3
51.1
50.7
Z:49.4 Z:49.4 49.4 49.6 50.2 50.2
IE OUT=37.0
IE IN=37.1
RIM=49.3
SHED
SHED
1 STORY HOUSE
1 STORY HOUSE
3FT WOOD FENCE
CANOPY
XX
X
X
XXXXXX X X X X X X
X
X
X X X X X X X X
X
X
X
X
X
X
SD SD SD SD SD SD SD SD SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
W
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOEOE
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
GGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S S S S S S S S S S S S S S
SSS
W
W
W
W
W
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JT JT JT JT JT JT JT JT JT JT JT JT JTGGGG
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E
E
E
E
E
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E
E
E
E
E
E
SSS
S S SW
W
W
W
W
W
W
30' 30'
60'
18' TO TC 12' PKWY UNIT 2
TYPE 'B'
FF = 54.7
PAD = 53.95
GF = 53.95
PAD = 53.53
1
.
0
'
2
5
.
0
'
2
4
.
0
'
6
.
2
'
12.0'
10.0'
12.0'
10.0'
10.2'
1.0%1.0%
0.
5
%
1.
4
%
0.
5
%
1.
4
%
18.0'
2
0
.
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'
1
0
.
0
'
1
8
.
0
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2
4
.
0
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BA
C
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U
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N 34°03'15" W 150.00'
AC
A
C
I
A
A
V
E
N
U
E
(S
E
E
D
W
G
5
3
7
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8
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N
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O
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)
LOT 10
MAP 1803
LOT 1
MAP 1747
APN: 204-240-09-00 LOT 2
MAP 1747
APN: 204-240-10-00 LOT 3
MAP 1747
APN: 204-240-11-00
APN: 204-240-07-00
53.8 TC
53.8 FS
54.5 TW
(51.0 BW
50.5 TF
(53.9 FG)
(51.0 FG)
EXISTING POWER
POLE TO BE
PROTECTED IN PLACE
(50.7 FG)
(51.1 FG)
(54.2 FG)(54.1 FG)(54.2 FG)(54.2 FG)
EXISTING SHED
TO REMAIN
EXISTINGRETAINING WALLTO BE REMOVED
(52.2 FG)
(51.6 FG)
51.7 FS
EXISTING
RESIDENCE TO
REMAIN
EXISTING 8" ACWATER MAIN PER
DWG 255-4
APPROX. LOCATION
1" GAS MAIN
4
.
0
'
54.0 FS
54.1 FS
54.0 TW
(53.5 BW)
53.0 TF
EXISTING OHE
TO REMAIN
EXISTING OHE
TO REMAIN
54.1TC
54.1 FL
EXISTING CURB,
GUTTER, & SDWK
TO REMAIN
POR. LOT 10BLOCK QMAP 1803
APN: 204-240-12-00
EXISTING RETAINING
WALL AND FENCE TO
BE REMOVED
N
5
5
°
5
7
'
4
2
"
E
61
.
6
1
'
N 34°02'01" W 150.00'
N
5
5
°
5
7
'
4
2
"
E
61
.
6
4
'
1
8
.
0
'
3
.
0
'
54.0 FS
MAN
DOOR
53.9 RIM
41.41 IE
54.1 FS
54.1 FS
53.9 FS
5
LOT 4
MAP 1747
APN: 204-240-12-00
6
4
138
8
9
9
9
12
12 12
10 10
10
IE: 39.9 @ MAIN
IE: 41.1 @ LATERAL
B
B C
C
A A
1
4
'
IE: 40.8 @ MAIN
IE: 42.0 @ LATERAL
4 54.1 TC
54.1 FS
54.0 FS
LA
6
.
2
'
3
'3'
4'
1.0%
1
EXISTING RETAINING
WALL TO REMAIN
5.0
%
MI
N
.
(51.0 FG)
5.0%
MIN.
1
LIMIT ROOF LINE
ABOVE (TYP.)
54.2 FL
54.3 TW
(51.8 BW)
51.3 TF
54.0 HP
53.5 HP
53.1 TG
51.4 IE OUT
51.5 IE IN
53.5 TW(51.3 BW)50.8 TF
53.6 TW
(51.3 BW)
50.8 TF
54.1 TW(51.1 BW)50.6 TF
UNIT 1
TYPE 'A'
FF = 54.2
PAD = 53.45
GF = 53.45
PAD = 53.03
UNIT 3
TYPE 'A' MOD
FF = 55.2
PAD = 54.45
GF = 54.45
PAD = 54.03
54.2 FS
53.5 FS
53.9 FS
53.5 FG
54.4 FG
54.0 FG
54.4 FS
54.0 FS
55.0 FS
54.5 FG
53.5 FG 53.5 FG
53.5 FG
53.7 FS
53.5 FG
54.5 FG
54.7 FS
0.7%0.7%
53.5 FL
53.1 FL
53.8 FL
53.8 TC53.3 FL
53.2 FS 53.6 FS
53.9 FS
53.4 FL
53.5 FS6.
2
%
4.
4
%
1.
7
%
5.
8
%53.9 TC
53.9 FS
54.1 TC
54.1 FS
54.4 HP
54.0 FL
53.5 TOPOF SLOPE
54.0 TW
(53.5 BW)
53.0 TF
53.5 TW
(51.3 BW)
50.8TF
53
52
51
253.5 TG
52.0 IE
254.0 TG
52.5 IE
PROPOSED 6' COMBINEDRETAINING WALL ANDFENCE; SEE SEPARATELANDSCAPE PLAN FOR
FENCE DETAIL
52.9 TG51.9 IE
53.1 TG51.7 IE
53.6 TC53.1 FL
53.5 TW
53.5 BW
53.0 TF
2
18
14 14
14
53.5 TC53.0 FL
2.0'
PROPOSEDTRANSFORMER
11
11
EXISTING 10" ESVCSEWER MAIN PERDWG 118-9
53.4 RIM
51.6 IE16
17
54.4 TW(51.3 BW)50.8 TF
54.5 TW
(51.2 BW)
50.7 TF
54.2 TW(51.0 BW)50.5 TF
LIMITS OF RETAININGWALL FOOTING (TYP.)
51.8 TW
51.8 BW
51.3 TF
53.9 TW
(50.9 BW)
50.4 TF
IE: 41.4 @ MAIN
IE: 42.6 @ LATERAL
53.9 FS
53.8 FS
1.
5
%
3.
2
%
4.
2
%
2.
7
%
6.
3
%
6.
9
%
54.25 FS
54.2 FS
53.4 FS
53.4 FS
54.8 FS
2.0%
MIN.
2.
0
%
MI
N
.
54.3 FS
53.65 FS 53.95 FS 54.65 FS
54.4 FS
APPROX. LOCATION
OF WATER SERVICE
JOINT TRENCH, 3.5'
MIN DEPTH; SEE
DETAIL SHEET 4
APPROX. LOCATIONOF DRY UTILITY
JOINT TRENCH
APPROX. LOCATION
OF WATER SERVICE
POC TO BUILDING
APPROX. LOCATIONOF WATER SERVICEPOC TO BUILDING
APPROX. LOCATIONOF WATER SERVICEPOC TO BUILDINGTOE OF
SLOPE
WATER SERVICE
TO BUILDING WATER SERVICE
TO BUILDING
53.6 FS 54.1 FS
1.
0
%
1.
0
%
1.
0
%
4 4
51.8 FS
54.3 FL
54.1 FL
53.7 FL
53.2 FL 53.3 FL
6.0'SDWK6.0'
STAIRS PER SEPARATEARC'H PLANS
7
6'
8
'
53.2 RIM
39.2 IE13
53.9 FL
53.0 FL
54.3 FL
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
ACACIA BEACH HOMES
245 ACACIA AVENUE
MS 2021-0004
7
537-8A
GR-2022-0022
3
10 20 30
GRAPHIC SCALE 1" = 10'
010
PLAN VIEW - GRADING PLAN
SCALE: 1" = 10' HORIZONTAL
CONSTRUCTION NOTES
GRADING PLAN
1 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-03
INSTALL 12" x 12" AREA DRAIN BY NDS OR APPROVED EQUAL
CONSTRUCT DEEPENED FOOTING PER SEPARATE PLANS
CONSTRUCT 6" x 16" PCC FLUSH CURB; SEE DETAIL SHEET 4
CONSTRUCT 6" PCC CURB & GUTTER PER SDRSD G-02
INSTALL 24" X 24" BROOKS BOX W/ STORMTEK PIPE SCREEN
CONNECTOR ST3 / ST3G; SEE DETAIL SHEET 7
2
3
4
5
9
10
6 11
SITE NOTES
1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION; WITH
EXCEPTION OF SEWER UTILITIES. CONTRACTOR TO FIELD VERIFY SEWER UTILITIES.
2. ALL 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 PRIVATELY MAINTAINED.
5. HARDSCAPE SHALL DRAIN AWAY FROM PROPOSED STRUCTURES AT 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.
7
8
MODIFIED 3" X 1' SIDEWALK UNDERDRAIN PER PUBLICIMPROVEMENT PLAN DWG 537-8A
CONSTRUCT 3' WIDE PCC RIBBON GUTTER PER DETAIL
SHEET 4
10' X 18' PARKING SPACE
INSTALL OUTDOOR SHOWER PER SEPARATE
ARCHITECTURAL PLANS
CALTRANS SIGHT DISTANCE SIGHT DISTANCE / CORRIDORPER CALTRANS HIGHWAY DESIGN MANUAL AND CITY OFCARLSBAD STANDARDS
J:\ACTIVE JOBS\3580 RINCON ACACIA\CIVIL\DRAWING\GRADING PLANS\3580-CV-GRAD-03-GRAD.DWG
INSTALL 4" PVT PVC SEWER LATERAL PER CITY OFCARLSBAD S-5 & S-9
INSTALL 6" PVT PVC SEWER LATERAL TRUNK LINE WITH
CLEAN OUT PER CITY OF CARLSBAD S-7
INSTALL 6" PVC STORM DRAIN (PVT)
INSTALL 6" STORM DRAIN CLEANOUT
TRANSITION FROM 6" PCC CURB TO 6" PCC CURB AND
GUTTER PER SDRSD G-2
INSTALL 18" x 18" AREA DRAIN BY NDS OR APPROVEDEQUAL
12
13
14
16
17
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0 0
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I SHEET II CITY OF
GRADING PLANS FOR:
>---+--->--------------+---+--+---+---< APPROVED:
CARLSBAD 11 SHEETS I
JASON S. GELDERT
1---+---1--------------+---+--+--+---1 ~EN~Gl;:NE;;;:ER;:::ING:::::M::AN:::::A::::GER:;';:::::R::::CE::::::6:::::39:::::::12::::::::::EXP::::::::::::IRES=::::9::::3~0 :::::24:::::::::::::::D::::AlE::::::
l---=-DA=1E=-+,l=N111=•,-+-·---------------+---+------I DWN BY: --PRO.ECT NO. I DRAWING NO. ~ 1--DA_lE~IN_lll_AL-+-D_AlE~_INlll_AL--t CHKD BY: GO
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPftOVAL RVWD BY: EVIE
DocuSign Envelope ID: 9992BA49-FEF4-48BC-AC0E-211A94B2DFBF
3/28/2023
PL
UNIT 1TYPE "A"
54.2 FF
53.5 PAD
UNIT 2TYPE "B"54.7 FF54.0 PAD
UNIT 3
TYPE "A" MOD55.2 FF54.5 PAD
PL
54.3 TW
(51.8 BW@FG)
51.3 TF
54.2 FL
12'3'8'12'12'
3.1%
2.0%
EXISTINGGRADE
X
X
EXISTING
FENCE TO
REMAIN
PROPOSED MASONRY
RETAINING WALL PERSDRSD C-03
10'
PARKING PARKING
10'
PROPOSED 4" PCC
SIDEWALK PER PUBLICIMPROVEMENT PLANDWG 538-7
PROPOSED 6" PCC CURB
& GUTTER; MODIFIED W/
12" GUTTER PER PUBLICIMPROVEMENT PLANDWG 538-7
53.5 FG
PROPOSED PCC
WALKWAYPROPOSED PCC
PARKING STALL
PROPOSED PCCPARKING STALL
PROPOSED
LANDSCAPE
X
FENCE PER SEPARATE LANDSCAPE PLANS;
COMBINED WALL AND FENCE HEIGHT NOT TOEXCEED 6' FROM LOWEST ADJACENT GRADE
PROPOSED 6" PVCSTORM DRAIN; 51.6 IE
TOP OF
SLOPE
10'7'
X
X
X UNIT 1
TYPE "A"
54.2 FF
53.5 PAD
PL
PL
53.5 TW
(51.2 BW@FG)
50.5 TF
PROPOSED 6"X16"
PCC CURB; SEE
DECORATIVE PAVER
DETAIL THIS SHEET
5.5%
6'
25'
9.5'
3'
PROPOSED PCC RIBBONGUTTER PER DETAIL
THIS SHEET; 53.1 FL
3.2%
(54.2 FG)
EXISTING RETAININGWALLS AND FENCE TO
BE REMOVED
X
X
X
EXISTING 6' WOOD
FENCE
SLOPE IN GARAGE
PROPOSED MASONRYRETAINING WALL PER
SDRSD C-03
EXISTING GRADE
APN: 204-240-11-00 APN: 204-240-07-00
53.5 FG
LANDSCAPEDSWALE; 53.3 FL
3'11.5'
PROPOSED 6" PVCSTORM DRAIN; 51.7 IE
X
FENCE PER SEPARATE LANDSCAPE PLANS:COMBINED WALL AND FENCE HEIGHT NOT TOEXCEED 6' FROM LOWEST ADJACENT GRADE
PROPOSED 6" PVCSEWER LATERAL
PROPOSED 6"X16" FLUSHPCC CURB; SEE DECORATIVE
PAVER DETAIL THIS SHEET
X
X
X
54.2 TW
51.0 BW@FG
50.5 TF
PROPOSED PCC RIBBONGUTTER PER DETAILTHIS SHEET; 53.8 FL54.2 FG
6.6%5.2%
LANDSCAPED
SWALE; 54.1 FL
6'
3'
25'
X
X
X
EXISTING 6' WOOD
FENCE TO REMAIN
12'9'
EXISTING 6' WOOD FENCETO BE REMOVED
PL
PL
EXISTINGRETAINING
WALL TO BE
REMOVED
UNIT 3
TYPE "A" MOD
55.2 FF
54.5 PAD
EXISTING GRADE
PROPOSED
DECORATIVE
PAVERS
PROPOSED MASONRY
RETAINING WALL PERSDRSD C-03
APN: 204-240-09-00 APN: 204-240-07-00
SLOPE IN GARAGE
3'
X
FENCE PER SEPARATE LANDSCAPE PLANS;
COMBINED WALL AND FENCE HEIGHT NOT TO
EXCEED 6' FROM LOWEST ADJACENT GRADE
PROPOSED 6"X16"
PCC CURB; SEE
DECORATIVE PAVER
DETAIL THIS SHEET
PROPOSED 6"X16"
PCC CURB; SEEDECORATIVE PAVERDETAIL THIS SHEET
TW PER PLAN = TOP
OF WALL AT
FINISHED SURFACE
TF = TOP OFFOOTING
0.5' MIN COVER OVERFOOTING PER SDRSDTYP.
CAP UNIT
PER SDRSD
BW PER PLAN = BOTTOMOF WALL AT FINISHED
GRADE
X
FENCE PER SEPARATE LANDSCAPE
PLANS; COMBINED WALL AND FENCEHEIGHT NOT TO EXCEED 6' FROMLOWEST ADJACENT GRADE
4" SCH 40 PVC FRENCH
DRAIN WRAPPED IN FILTER
FABRIC; CONNECT TO
PRIVATE STORM DRAIN
WALL DRAINAGE (3/4"CRUSHED AGGREGATEPER SDRSD C-08)
8"
NOTE:
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
-SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL-SUBDRAIN MAY BE REQUIRED
SOIL SUBGRADE
8" CLASS II BASE MATERIALOR PER GEOTECHRECOMMENDATION
APPROVED DECORATIVE PAVERS
W/ EDGE RESTRAINTS AND SAND
FILL JOINTS PER GEOTECHNICAL
RECOMMENDAITON
6" X 16" PCC FLUSH CURB OR
DEEPENED 6" PCC CURB
1"
1" BEDDING STONE; ASTM
NO. 8 STONE
520-C-2500 CONCRETE
3.0'
1.5' 1.5'PROPOSED CONCRETEDECORATIVE PAVERS
0
.
1
'
FL + 0.1'FL
PROPOSED 3' WIDE,5" THICK PCCRIBBON GUTTER;
560-C-3250 CONCRETE
VARIES VARIES
SUBGRADE
VARIES VARIESVARIES
PL
PROPOSED 4" PCC
SIDEWALK PER IMP.
PLAN DWG 537-8
PROPOSED 6" PCC
CURB & GUTTER
PER IMP. PLAN
DWG 537-8
EXISTING 1" H.P.
GAS MAIN
EXISTING 8" A.C.
WATER MAIN PER
DWG 255-4EXISTING 10" ESVC
SEWER MAIN PERDWG 118-9
CL
SAWCUT AC
PAVEMENT
30'
6.0'
12' PKWY18'18'
R
30'
12' PWKY
2.0%
EXISTING CURB &
GUTTER TO REMAIN
EXISTING ACPAVEMENTTO REMAIN
ASPHALT PAVEMENT
GRIND AND OVERLAY
PER IMP. PLAN DWG
537-8
6.0' LANDSCAPE
OW
1.0'
(FL = 51.0)2.0%
CONSTRUCTMODIFIED CURBOUTLET PER D-25
IE IN 51.5
IE IN 51.5
24" X 24"
BROOKS BOX53.1 TG
CONNECT MODIFIEDSDRSD D-25 CURB OUTLET
TO BROOKS BOX
IE OUT 51.4
PL
3'
2:1
3"
4"
3"
1'
2'
24" X 24" BROOKS
BOX BEYOND
1' WIDE X 3" TALL OPENINGCUT INTO BOTTOM OFBROOKS BOX
2" FIRE SERVICE
FOR UNIT 3
1" WATER SERVICEFOR UNIT 3
2" FIRE SERVICEFOR UNIT 1
1" WATER SERVICE
FOR UNIT 1
1" WATER SERVICEFOR UNIT 2
2" FIRE SERVICEFOR UNIT 2
3.5'MIN.
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
ACACIA BEACH HOMES
245 ACACIA AVENUE
MS 2021-0004
7
537-8A
GR-2022-0022
TYPICAL DETAIL - RIBBON GUTTER
NOT TO SCALE
TYPICAL DETAIL - DECORATIVE PAVERS
NOT TO SCALETYPICAL DETAIL - RETAINING WALL
NOT TO SCALE
SECTION A-A
NOT TO SCALE
SECTION B-B
NOT TO SCALE
TYPICAL SECTION - ACACIA AVE
NOT TO SCALE
SECTION C-C
NOT TO SCALE
4
SECTIONS & DETAILS
J:\ACTIVE JOBS\3580 RINCON ACACIA\CIVIL\DRAWING\GRADING PLANS\3580-CV-GRAD-04-SECT.DWG
TYPICAL DETAIL - MODIFIED D-25 SIDEWALK UNDER DRAIN
NOT TO SCALE
TYPICAL DETAIL - MODIFIED D-25 CURB OUTLET
NOT TO SCALE
TYPICAL DETAIL - WATER SERVICE JOINT TRENCH
NOT TO SCALE
*SEE CITY OF CARLSBAD IMPROVEMENTPLAN DWG 537-8 FOR IMPROVEMENTS INTHE RIGHT-OF-WAY*
*4" SCH 40 PVC FRENCH DRAIN TO TIE
INTO PRIVATE STORM DRAIN SYSTEM
OR APPROVED DISCHARGE LOCATION
*
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. 865 PASCO LARET SUITER
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1------+-+---------------t---;--------;-----r-~ ~ 11 CITY OF CARLSBAD I LJ
l---+---+--------------+-------t--t----t-----1 GRADING PLANS FOR:
APPROVED: JASON S. GELDERT
l---+---+--------------+-------t--t----t-----1 :;EN:;:;:Gl;;:N:;;EER;;:;l:::NG:::::M::AN:::::A::::GE=;R;'";::::R::CE:::::6~3~91~2~EXPl~RE~S::::::9=;30~24~~DA~TE;::;
DWN BY: ----,-,--PROJECT NO. I DRAWING NO. CHKD BY: GO
RVWD BY: cME
DA 1E INITIAL
ENGINEER CF WORK
DAlE INITIAL DAlE INITIAL
REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL
DocuSign Envelope ID: 9992BA49-FEF4-48BC-AC0E-211A94B2DFBF
3/28/2023
TAMA
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SITE
ENGINEERING DEPARTMENT
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
ACACIA BEACH HOMES
245 ACACIA AVENUE
MS 2021-0004
7
537-8A
GR 2022-0022
5
J:\ACTIVE JOBS\3580 RINCON ACACIA\CIVIL\DRAWING\GRADING PLANS\3580-CV-GRAD-05-SWPPP-COVR.DWG
N.T.S.
THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A
PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40%
CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING,NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY
THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40% CHANCE OF
RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED
WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION.
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND
SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED
VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN".
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "WEATHER TRIGGERED BMPS".
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO
9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY
10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFSITE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TOPROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES,MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION
PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT
16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS
17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADEDMUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY
18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE
THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND
PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT.
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED
OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE
FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH
IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP
MEASURE IN PLACE.
21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM
WATER POLLUTION PREVENTION AND BMP MAINTENANCE.
1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALLBE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARDSPECIFICATIONS AND THE FOLLOWING:
A HYDROSEEDING SHALL BE APPLIED TO:
1 ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ARE:a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLICWALL OR STREET.b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THEFOLLOWING CONDITIONS EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR
GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR ASHIGHLY VISIBLE TO THE PUBLIC.c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITYENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B HYDROSEEDING AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THEFOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2 AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY
THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL
SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY
ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE
NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH.
C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1 SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs PER ACRE OF ZORRO FESCUE
c. 3lbs PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA
e. 3lbs PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE IF DIMORPHOLECA
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ONVISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIALSTRUCTURES.h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH ANITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BYDRILLING OR BROADCASING BEFORE HYDROSEEDING.i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITEIN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENTOF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO,OR PRINTED ON SAID CONTAINERS.j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THEHYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2 TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED,
IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS
THAN 50% IF THE STRAW INTO THE SOIL.
3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0
WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING:
1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6:1.
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING
CONDITIONS EXIST:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BIT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED
TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENTIS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DAY NATIONAL WEATHER SERVICE
FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF
OF THIS CAPABILITY.
HAVE BEEN COMPLETED.
LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT
PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED.
IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT
ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING
IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR.
IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND).
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
CIRCUMSTANCES WHICH MAY ARISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS
CONDITION.
6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKINGDAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILTAND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE.
INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFFDURING RAIN EVENTS.
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOT SUFFICIENT. BMPs NEED TO BE
INSTALLED IN THESE AREAS.
WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE
ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHENTHERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITHTHIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHERENFORCEMENT ACTION.
THE YEAR.
AREA OF DISTURBANCE S.F.
SHEET 6: TIER 2 SWPPP TITLE SHEET
SHEET 7: TIER 2 SWPPP EROSION CONTROL PLAN
NAME: RREG INVESTMENTS SERIES, LLC SERIES I041, A DELWARE LIMITED LIABILITY COMPANY
ADDRESS: 5315 AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008
CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX):
HIGH MEDIUM
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLEAND EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITYTRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS)
204-240-08-00
245 ACACIA AVENUE
CARLSBAD, CA 92008
11,250
WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND
POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM
TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OFBEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
OWNER(S)/ OWNER'S AGENT NAME (PRINT)DATE
AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE
CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.
OWNER(S)/ OWNER'S AGENT NAME (SIGNATURE)DATE
NAME: KEVIN DUNN FOR: RINCON ESTATE GROUP
ADDRESS: - 5315 AVENIDA ENCINAS, SUITE 220 CARLSBAD, CA 92008
TELEPHONE NO.: (949) 637-3254
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: KEVIN DUNN AT
(TEL.NO.) (949) 637-3254
KEVIN DUNN FOR:
RREG INVESTMENTS
CASQA Designation
Construction Activity
(BMP) DescriptionBest Management Practice*
Erosion Control Sediment Control BMPsBMPs TrackingControl BMPs Non-Storm WaterManagement BMPs Waste Management and MaterialsPollution Control BMPs
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
TIER 2 SWPPP
TELEPHONE NO.: (949) 637-3254
DocuSign Envelope ID: 86B798CD-F6EE-42B8-95E4-E0AA84EB2D67
3/1/2023
3/1/2023
TIER 2 CITY STORM WATER
STORM WATER POLLUTION PREVENTION NOTES
GENERAL SITE MANAGEMENT REQUIREMENTS EROSION CONTROL HYDROSEEDING. PLANTING AND IRRIGATION
WEATHER TRIGGERED ACTION PLAN
POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
SHEET INDEX: OWNER/APPLICANT:
APN :
EMERGENCY CONTACT:
SITE ADDRESS:
OWNER"S CERTIFICATION:
AREA OF DISTURBANCE
•
'
VICINITY MAP CONSTRUCTION THREAT: ,.-DocuSigned by
bi\A, DWA,\A,
181 □
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/ Gradinn /Soil Disturbance ✓ ✓ ✓ ✓
J Trench in a /Excavation ✓
Stockoilina
Drillinn /Borina
j Concrete/Asohalt Sawcuttina ✓ ✓
J Concrete Flatwork ✓ ✓ v' ✓
/ Pavina ./ ,/ ✓
J Conduit/Pioe Installation ✓
Stucco/Mortar Work
,/ Waste Disposal ✓ ✓ ✓
/ Staainn /Lav Down Area ✓
Eauioment Maintenance and Fuelina
/ Hazardous Substance Use/Storaae ✓
Dewaterinq
Site Access Across Dirt
Other OistJ:
Instructions:
1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number.
or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
Choose one
3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
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LIi CITY OF CARLSBAD ILJ
PASCO LARET SUITER
GRADING PLANS FOR:
APPROVED:
ENGINEERING MANAGER
DWN BY:_ -1 CHKD BY: GO
RVWD BY: E r,i E .
JASON S. GELDERT
RCE 63912 EXPIRES 9/30/24 DATE
PROJECT NO. I DRAWING NO.
DocuSign Envelope ID: 9992BA49-FEF4-48BC-AC0E-211A94B2DFBF
3/28/2023
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SHED
GARAGE
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1FT CONCRETE BLOCK WALL
1.5 FT CONCRETE BLOCK RETAINING WALL
6FT WOOD FENCE ON WALL 6FT WOOD FENCE ON WALL 6FT WOOD FENCE
1FT CONCRETE BLOCK WALL
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BW=53.4TW=53.5 TW=53.7BW=52.2
TW=54.1BW=53.7BW=54.1
TW=53.7BW=51.8
TW=54.1BW=53.4
BW=54.1 TW=54.1BW=53.5
BW=54.2
TW=53.6BW=51.8
BW=53.6
BW=52.9TW=53.7
BW=51.0TW=52.4
BW=50.9TW=51.3
BW=49.7
BW=50.9TW=51.9
BW=50.3
BW=49.9TW=51.3
BW=48.8
BRICK
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TC=54.29FL=53.83
TC=53.18FL=52.72
TC=52.40FL=51.92
TC=51.73FL=51.67
TC=51.20FL=51.13
TC=50.76FL=50.68
TC=50.87FL=50.41
TC=50.27FL=49.78
TC=49.37FL=49.29
TC=49.10FL=49.01
TC=49.26FL=48.78
TC=49.05FL=48.58
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51.6
51.2
51.6
51.5
51.4
51.2
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51.8
52.6
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51.6
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IE OUT=37.0
IE IN=37.1
RIM=49.3
SHED
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3FT WOOD FENCE
CANOPY
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UNIT 2
TYPE 'B'
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PAD = 54.0
N 34°03'15" W 150.00'
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MAP 1803
LOT 1
MAP 1747
APN: 204-240-09-00 LOT 2
MAP 1747
APN: 204-240-10-00 LOT 3
MAP 1747
APN: 204-240-11-00
APN: 204-240-07-00
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
ACACIA BEACH HOMES
245 ACACIA AVENUE
MS 2021-0004
7
537-8A
GR-2022-0022
6
10 20 30
GRAPHIC SCALE 1" = 10'
010
PLAN VIEW - EROSION CONTROL PLAN
SCALE: 1" = 10' HORIZONTAL
EROSION CONTROL PLAN
J:\ACTIVE JOBS\3580 RINCON ACACIA\CIVIL\DRAWING\GRADING PLANS\3580-CV-GRAD-06-SWPPP.DWG
LOW IMPACT DEVELOPMENT COMPONENTS
SD-B DIRECT RUNOFF TO PERVIOUS AREAS
SD-K SUBSTAINABLE LANDSCAPING
SC-A RUNOFF COLLECTION
SD-C LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES
SD-D PLUMB TO SANITARY SEWER
SD-F SIGNAGE TO DISCOURAGE DUMPING
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO THE POSTS.
3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
4 IN (10 CM)
FILTER FABRIC
WIRE
NOT TO SCALE
DETAIL A: CONSTRUCTION ENTRANCE
*LESSER DISTANCE ALLOWED WITH CITY INSPECTOR APPROVAL
RUNOFF
GAP BETWEEN BAGSACTS AS SPILLWAY
AREA DRAIN
TWO LAYERS OF GRAVELBAGS WITH ENDSOVERLAPPED
NOT TO SCALE
DETAIL B: GRAVEL BAGS
GRAVEL BAG ROW SPACING TABLE
INTERVAL
LESS THAN 2%100'
50'
40'
25'
2% TO 4%
4% TO 6%
6% TO 8%
GRADE
EXISTING GROUND
3" TO 6" COARSE AGGREGATE
PROFILE
DRIVE AISLE
PLAN
16'MIN.
50'MIN.*
12" MIN.
50'MIN.*
PROVIDE APPROPRIATE TRANSITIONBETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF- WAY
NOT TO SCALE
DETAIL C: SILT FENCE
1 INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE-1AND PER DETAIL THIS SHEET.
2 APPLY SOIL BINDERS AS NEEDED PER CA BMP HANDBOOK FACT
SHEET EC-5 AND/OR 24 HOURS PRIOR TO FORECAST RAIN
EVENT.
3 INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
PER DETAIL THIS SHEET.
4 INSTALL GRAVEL BAG BERM PER CA BMP HANDBOOK FACT
SHEET SE-6.
5 INSTALL GRAVEL BAG CHEVRONS PER CA BMP HANDBOOK FACTSHEET SE-10.
SWPPP NOTES
700 SF
415 LF
120 EA
SE-1, SILT FENCE
SE-6, GRAVEL BAG
TR-1, STABILIZED
CONSTRUCTION ENTRANCE
STREET SWEEPING ANDVACUUMING PER SE-7
SCHEDULING PER EC-1
MATERIAL DELIVERY AND
STORAGE PER WM-1
MATERIAL USE MANAGEMENT
PER WM-2
STOCKPILE MANAGEMENT PER
WM-3
SPILL PREVENTION AND
CONTROL PER WM-4
SOLID WASTE MANAGEMENTPER WM-5
HAZARDOUS WASTE
MANAGEMENT PER WM-6
CONCRETE WASTE
MANAGEMENT PER WM-8
SANITARY / SEPTIC WASTE
MANAGEMENT PER WM-9
PAVING AND GRINDINGOPERATIONS PER NS-3
VEHICLE AND EQUIPMENT
CLEANING PER NS-8
QUANTITYLEGENDSYMBOL
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REVISION DESCRIPTION
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PASCO LARET SUITER
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DTHER APPROVAL
DAlE INITIAL
CITY APPftaVAL
GRADING PLANS FOR:
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER R DWN BY: --CE 63912 EXPIRES 9 30 24 DAlE
CHKD BY: GO I PRO.ECT NO. I DRAWING NO.
RVWD BY: El;;;JE .
DocuSign Envelope ID: 9992BA49-FEF4-48BC-AC0E-211A94B2DFBF
3/28/2023
XXXX
X
X
X
X
X
32"TP
24"TC
X XXXXXXXXXXX X X X X X X X
X
X
X
X
X
X X X X X X X X
X
X
X
X
E
G
S
W
X
XXXXXXXXXXXX
12"TD
SHED
GARAGE
GARAGE
1FT CONCRETE BLOCK WALL
1.5 FT CONCRETE BLOCK RETAINING WALL
6FT WOOD FENCE ON WALL 6FT WOOD FENCE ON WALL 6FT WOOD FENCE
1FT CONCRETE BLOCK WALL
6F
T
W
O
O
D
F
E
N
C
E
6FT WOOD FENCE
6F
T
W
O
O
D
F
E
N
C
E
GRAVEL
CONCRETE
TW=53.8
BW=53.5
BW=53.4TW=53.5 TW=53.7BW=52.2
TW=54.1BW=53.7BW=54.1
TW=53.7BW=51.8
TW=54.1BW=53.4
BW=54.1 TW=54.1BW=53.5
BW=54.2
TW=53.6BW=51.8
BW=53.6
BW=52.9TW=53.7
BW=51.0TW=52.4
BW=50.9TW=51.3
BW=49.7
BW=50.9TW=51.9
BW=50.3
BW=49.9TW=51.3
BW=48.8
BRICK
1.5 FT CONCRETE BLOCK RETAINING
WALL
3FT CHAINLINK FENCE
56
55
55
55
54
54
5454
54
54
54
54
54
53
535353
5
3
53
52
52
52
52
52
51
51
5151
51
50
50
505050
49
49
AS
P
H
A
L
T
W
I
T
H
C
O
N
C
R
E
T
E
C
&
G
CONCRETE
TC=55.38FL=54.94
TC=54.29FL=53.83
TC=53.18FL=52.72
TC=52.40FL=51.92
TC=51.73FL=51.67
TC=51.20FL=51.13
TC=50.76FL=50.68
TC=50.87FL=50.41
TC=50.27FL=49.78
TC=49.37FL=49.29
TC=49.10FL=49.01
TC=49.26FL=48.78
TC=49.05FL=48.58
51.8
51.7
51.6
51.2
51.6
51.5
51.4
51.2
51.7
51.8
52.6
51.6
51.451.2
51.9 51.5
51.6
51.8
51.7
51.7
51.7
51.7 51.752.2
52.2
52.6
53.4
52.6
52.3
52.3
51.8
50.6 50.6 50.4 50.8 50.6 50.8
54.2
54.253.854.254.5
Z:49.4 Z:49.4 49.4 49.6 50.2
IE OUT=37.0
IE IN=37.1
RIM=49.3
SHED
SHED
1 STORY HOUSE
1 STORY HOUSE
3FT WOOD FENCE
CANOPY
XX
X
X
XXXXXX X X X X X X
X
X
X X X X X X X X
X
X
X
X
X
X
SD SD SD SD SD SD SD SD SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
W
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOEOE
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
GGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S S S S S S S S S S S S S S
SSS
W
W
W
W
W
W W W W W W W W W W W W W
SSS
S S SW
W
W
W
W
W
30' 30'
60'
UNIT 2
TYPE 'B'
FF = 54.7
PAD = 54.0
N 34°03'15" W 150.00'
AC
A
C
I
A
AV
E
N
U
E
LOT 10
MAP 1803
LOT 1
MAP 1747
APN: 204-240-09-00 LOT 2
MAP 1747
APN: 204-240-10-00 LOT 3
MAP 1747
APN: 204-240-11-00
APN: 204-240-07-00
N
5
5
°
5
7
'
4
2
"
E
6
1
.
6
1
'
N 34°02'01" W 150.00'
UNIT 1
TYPE 'A'
FF = 54.2
PAD = 53.5
UNIT 3
TYPE 'A' MOD
FF = 55.2
PAD = 54.5
53
52
51
N
5
5
°
5
7
'
4
2
"
E
61
.
5
7
'
1
2
3 4
ST
E
N
C
I
L
5
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
ACACIA BEACH HOMES
245 ACACIA AVENUE
MS 2021-0004
7
537-8A
GR-2022-0022
7
10 20 30
GRAPHIC SCALE 1" = 10'
010
PLAN VIEW - TRASH CAPTURE BMP
SCALE: 1" = 10' HORIZONTAL
SINGLE SHEET BMP
J:\ACTIVE JOBS\3580 RINCON ACACIA\CIVIL\DRAWING\GRADING PLANS\3580-CV-GRAD-07-BMP.DWG
1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS AND/OR 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.
BMP NOTES:
PARTY RESPONSIBLE FOR MAINTENANCE:
NAME
ADDRESS
PHONE NO.
CONTACT
PLAN PREPARED BY:
NAME
ADDRESS
PHONE NO.
CERTIFICATION
COMPANY
5. REFER TO MAINTENANCE AGREEMENT DOCUMENT.
6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION.
SIGNATURE
BMP CONSTRUCTION AND INSPECTION NOTES:
THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND
OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS.
PRIOR TO OCCUPANCY THE EOW MUST PROVIDE:
1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPSPRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINALINSTALLATION.
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 RESPONSIBLEFOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED ORMODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL
OF THE CITY ENGINEER.
BRYAN KNAPP
PLSA ENGINEERING
1911 SAN DIEGO AVENUNE
SAN DIEGO, CA 92110
(858) 259-8212
LEGEND
PROPERTY BOUNDARY
CENTERLINE OF ROAD
ADJACENT PROPERTY LINE
PUBLIC RIGHT-OF-WAY
RREG INVESMENT SERIES, LLC
SERIES I041, A DELAWARE
LIMITED LIABILITY COMPANY
(949)-637-3254
SUITE 200, CARLSBAD,
5315 AVENDIA ENCINAS,
CA 92008
KEVIN DUNN
ROOF DRAIN TOLANDSCAPING
BMP TYPEBMP ID #SYMBOL CASQA NO.DRAWING NO.SHEET NO.(S)MAINTENANCEFREQUENCY
TRASH CAPTURE BMP TABLE
SD-11
TC-50
INSPECTION FREQUENCYQUANTITY
TRASH CAPTURE BMPs
LOW IMPACT DESIGN (L.I.D.)
4 EA.537-8A ANNUALLY AS NEEDED
1 EA.537-8A 4 QUARTERLY AS NEEDED
424-
SCREENPIPE CONNECTOR1
86542
5 STENCIL SD-13 1 EA.537-8A 4 --STENCIL
TYPICAL DETAIL - STROMTEK ST3 / ST3G
PIPE SCREEN CONNECTOR (24 X 18 X 12r)
SCALE: NOT TO SCALE
TYPICAL DETAIL - NO DUMPING STENCILING
SCALE: NOT TO SCALE
STORMTEK ST3/ST3G
(24 X 18 X 12r)
Catch Basin Sump
StormTek™ ST3/ST3G
Outflow Pipe
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STENCIL BY: PIPELINE PRODUCTS
SAN MARCOS, CA PH: 1-S00-99&-1079
I) l~J.\I NS T () ()C EJ.\N
t-----+--+------------------,t----+----+-----+---t ~ II CITY OF CARLSBAD ILJ
t---+---+--------------+----+---+----+----t GRADING PLANS FOR:
,__--+---+--------------+----+-----+----+----1 APPROVED: JASON S. GELDERT
t---+---+--------------+----+---+----+----t ~EN~Gl:;::NE;;;ER:;:::IN:::::G :::MAN:::::A:::GER::;';:::::::RCE::::::::::63::::91:::::2:::::::::EXP:::::::l:::RES:::::9=::::;30~24::::::::::::::D::::::AlE=::
.........,,D..,.,,A1E=-+=1N1=11AL,.,...+---------------------DWN BY: --PRO.ECT NO. I DRAWING NO. DAlE INITIAL DAlE INITIAL CHKD BY: GO
ENGINEER OF WORK REVISION DESCRIPTION t-O_TH_ER_lff~~-~--+--CI-TY-AP~~-~--t RVWD BY: Et:'.)E
DocuSign Envelope ID: 9992BA49-FEF4-48BC-AC0E-211A94B2DFBF
3/28/2023