HomeMy WebLinkAboutDWG 531-3A; CDP 2019-0015; SAUER RESIDENCE; 01-05AM
GRADING NOTES
(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 CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTlON OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTlON 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 ENG/NEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTlON OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSffiUCTJON. 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
CERTlFICA TE 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 $2,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HA VE A RA TlNG OF "A-• OR BETTER AND A SIZE CATEGORY OF CLASS VII
OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TlNG GUIDE.
5. NO WORK SHALL BE COMMENCED UNTlL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPR/A TE AGENCIES.
6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTlL 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 ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUil T 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 TlMES DURING CONSffiUCTlON.
11. WHERE mENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTlON
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRING/PALLY 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 VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONffiOLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSffiUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA TlONS AND THE
• EARTHWORK SPECIF/CA TlONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
13. A PRFCONSTRIICTION MFFTING SHAii BF Hf/ Q AT THF SITF PRIOR TO THE
BEGINNING OF WORK ANQ SHAil BE ATTFNQW BY All REPRESENTATIVES
RESPONSIBLE FOR CONSffiUCT/ON, INSPECTlON, SUPERVISION, TESTlNG AND ALL OTHER
ASPFCTS OF THF WORK THE CONffiACTOR SHALL REQUEST A PRECONSTRUCTlON
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTlNG CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE
PRECONSffiUCTlON MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETlNG.
14. All /N5PFCTION RFQUFSTS OTHFR THAN FOR PRFCONSTRUCTION MFFTING Wll L BE
MAQF BY CAIi iNG THF FNGINFFRING 24 HOUR /N5PfCTION RFQIJFST /INF AT
(760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTlONS 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, CONSffiUCT 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 REGULATlONS.
16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTlNG
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 PROTECTlON FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVA TlON OF SUCH mENCH OR mENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL ffiENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVA TlON. IF THF Pl AN VARl[S FROM TH[ SHORING SYSTFM
STANDARDS ESTABLISHED BY THE CONSTRUCTlON SAFETY ORDERS. TlTLE 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
EXCAVA TlON.
17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTlNG
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTlNG OPERATIONS.
18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTlON, OPERA TJONS 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 OPERA TlON OF mucKS,
EARTHMOVING EQUIPMENT, CONSffiUCTlON EQUIPMENT AND ANY OTHER ASSOC/A TED
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 MA TERI AL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT smEETS AS A RESULT OF THE GRADING OPERATION.
22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO mEES ARE
TO BE REMOVED UNLESS SPECIF/CALLY 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 HA VE 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 ffi/MMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTlON. 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 NO. 531-3L, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
D:\DRAWING FIL.ES\Tm..E SHEETS\GRADING TITI.E SHEET.DWG REVISED:02/15/17
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 /RR/GA TlON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TlME 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 smEET AREAS AND REPLACED WITH PROPERL y COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTlNG FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCA TlONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
31. THE CONffiACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTlNG GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTA TlVE.
UNDERGROUND SERVICE ALERT (DIG ALERT)
SDG&E
811
(800)411-7343
(619)237-2787
(800)227-2600
(619)262-1122
(760)434-2980
(760)438-2722
(760)633-2650
(760)753-0155
(760)744-0460
(760)753-6466
AT&T
SPECffiUM CABLE
COX COMMUN/CATIONS
CITY OF CARLSBAD(SffiEETS & STORM DRAIN)
"CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)
"SAN DIEGUITO WATER D/Sffi/CT
"LEUCADIA WASTEWATER DISTRICT
*VALLECITOS WATER DISffifCT
*OLIVENHAIN WATER D/Sffi/CT
'BUENA SAN/TA TION DISTRICT
*AS APPROPRIATE
32. PERMIT COMPLIANCE REQUIREMENTS:
(760)726-1340 x/330
A. FOR CONffiOLLED 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.BJ
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO COMPLETlON OF GRADING WORK -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR PER SECTlON 15.16.120 OF THE CARLSBAD
MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TlNG ALL
GRADING JS COMPLETE. ALL EROSION CONffiOL, SLOPE PLANTlNG
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUil T 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
RECOMMENDA TlONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
(5) PERMANENT smucTURAL BMP INSTALLATION CERTlFICA TE.
(6) PERMITTED WALL FINAL INSPECTION REPORT.
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
CONSffiUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSffiEAM. STENCILS SHALL BE ADDED TO THE
SATISFACTION OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT f
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 ORA WINGS AND SPECIF/CATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSfBIL/TlES FOR PROJECT DESIGN. j ~
~,,.o,Ess10'¼ /J 'j FIRM: JOHN L MAJOCHA, PE "'"" \-. M 4 ✓ < <: '
ADDRESS: 858 FIRST LIGHT ROAD ," ,.;. 0 t, 0 ' C1 _, • Go ~ ~ CITY, STA TE: SAN MARCOS, CA 92078 i;! , Na. 81240 ► ,;
TELEPHONE: (760) 707-4972 i< Exp. 9/30/23 *
BY:JOHN L MAJOCHA DATE: 12/3/21
R.C.E. NO.: 81240
REG/SffiA TlON EXP/RA TlON DA TE: 9/30/23
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD TOPOGRAPHIC
SURVEY METHODS FROM INFORMATION GATHERED ON APRIL 16, 2020
BY PLUMB LINE SURVEYING, INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
155-140-10-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 2007144.093 E 6225436.417
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICK SOMERS AT (760) 633-1324.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VAJLABLE AT ALL
TlMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCA TlONS TO FAG/LITA TE RAPID CONSffiUCTlON OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSffiUCTION
ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONffiOL BOARD, THE
QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER
POLLUTION CONffiOL (WPC) PLAN 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
ANTIC/PA TED. 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 SIGNIFICANT CHANGES TO BMP DEPLOYMENT.
4. THE CONmACTOR SHALL RESTORE ALL EROSION CONmOL DEVICES TO WORKING ORDER
TO THE SA TlSFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONmACTOR SHALL INSTALL ADDITIONAL EROSION CONmOL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA TlONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONffiACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTlONS TO
PREVENT PUBLIC ffiESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONffiOL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR
EROSION CONffiOL PLAN 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 PROTECTlVE 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 AGGREGRA TE.
11. SHOULD GERMINATlON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTlVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH smAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA TlON,
STA TE OF CALIFORNIA.
STRUCTURAL (POST-CONSTRUCTION) BMP TABLE
STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION?
SITE
C2:j STANDARD STDRMWA TER REQUIREMENTS
□ PRIORITY PROJECT REQUIREMENTS
□ YES (SEE SWMP FOR DOCUMENTA TlON)
TYPE DESCRIPTION OWNERSHIP
□ NO
MAINTENANCE
AGREEMENT SHEET NO.
SOILS ENGINEER'S CERTIFICATE
I, MEHDI S. SHARIAT, A REGISTERED
MAINTENANCE
FREQUENCY
GEOTECHNICAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
SEPTEMBER 18 , 2017 AND SEPTEMBER 20, 2017. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.
SIGNED:
G.E. NO.: 2885
DATE: 11/9/2021
LICENSE EXP/RA TlON DA TE: 12/31 /2D22
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-
REGULA TED SWPPP, f (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER
(QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE fMPLEMENTA TION OF
THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND
MUNICIPAL PERMIT, LATEST VERSION.
12/3/21
(CHRISTOPHER SAUER) DATE
VICINITY
CITY OF OCEANSIDE
HIGHWAY, _78
PACIFIC
OCEAN
MAP
CITY OF ENCINITAS
INDEX OF SHEETS
SHEET 1 OF 5 -TITLE SHEET
SHEET 2 OF 5 -GRADING PLAN
NOT TO SCALE
CITY OF VISTA
SHEET 3 OF 5 -SITE CROSS SECTlON AND DETAILS
SHEET 4 OF 5 -TlER 2 SWPPP TlTLE SHEET
SHEET 5 OF 5 -EROSION CONffiOL PLAN
LEGAL DESCRIPTION
PORTlON OF TRACT 3 OF MAP NO. 1719
PROJECT ADDRESS
2465 JEFFERSON smEET
CARLSBAD, CA 92008
DEVELOPER
NAME: CAREFREE HOLDINGS, LLC -
A COLORADO LIMITED LIABILITY COMPANY
ADDRESS: 755 JOY LAKE ROAD, RENO, NV 89511
PHONE NO.: (775) 657-0717
REFERENCE DRAWINGS
TOPOGRAPHIC SURVEY DA TED 4/16/20
PREPARED BY PLUMB LINE SURVEYING, INC.
EARTHWORK QUANTITIES
CUT: 146 CY
FILL: 130 CY
IMPORT: 0 CY
EXPORT: 16 CY
REMEDIAL: 223 CY
BENCH MARK
DESCRIPTION: CITY OF CARLSBAD SURVEY CONTROL
STATION NO. CLSB-140
RECORDED: PER ROS 17271
ELEVATION: 60.24'
DA TUM: NGVD29
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSffiUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACIL/TlES, EROSION CONffiOL 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, SPECIF/CA TJONS, REQUIREMENTS, RESOLUTlONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TlME OF CONSffiUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 7384 DA TED 10/07 /20
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
BOOK).
6. LIMITED GEO TECHNICAL INVEST/GA TION-PROPDSED NEW BUILDING ADDITIONS AND REAR
YARD SITE IMPROVEMENTS-2465 JEFFERSON smEET CARLSBAD, CA
PREPARED BY SMS GED TECHNICAL SOLUTIONS, INC DA TED OCTOBER 2, 2017
GEO TECHNICAL UPDATE AND SITE/GRADING PLAN REVIEW, PROPOSED NEW BUILDING
ADDITIONS AND REAR SITE IMPROVEMENTS, 2465 JEFFERSON smEET, CARLSBAD, CA
PREPARED BY SMS GEO TECHNICAL SOLUTIONS, INC DA TED APRIL 30, 2020
7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED 10/07 /20
10. TIER 2 STORM WATER POLLUTION PREVENTION PLAN PREPARED
BY JOHN MAJOCHA, PE DA TED 3/25/21
11. CALIFORNIA STORM WATER QUALITY ASSOC/A TlON BMP CONSffiUCTlON HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
PERMEABLE PAVERS
BRICK PAVER PATIO
FLOW LINE
PROPOSED SPOT ELEVA TlON
EXISTING SPOT ELEVA TIDN
FINISH GRADE
FINISH SURFACE
FINISH FLOOR
TOP OF WALL
TOP OF FOOTING
RETAINING WALL
FREESTANDING WALL
DA YL/GHT LINE
4" PVC AREA DRAIN
4" PVC STORM DRAIN
CONCRETE STAIRS
PROPERTY LINE
EXISTING EASEMENT
PROPOSED EASEMENT
TOTAL LOT AREA = 26,603 SF (0.61 ACRES)
TOTAL DISTURBED AREA = 8,677 SF
LEGEND
DWG.NO.
SHEET 2 & 3
SHEET 2 & 3
SHEET 2
SHEET 2
SHEET 2
SHEET 2 & 3
SHEET 2
SHEET 2 & 3
SHEET 2 & 3
SHEET 2 & 3
SDRSD C-03
SHEET 2
SHEET 2
SHEET 2
SHEET 2
SHEET 2
SHEET 2
SHEET 2
SHEET 2
SYMBOL
™ I : : : : : : : : : I
FL
--.--/
FS
c--.--2,,,.
EG
FG
FS
FF
TW
TF
---
' '
II
0
----
I . ·-•-·· I : ;,: ''. ___ ::_::-:-~.~-_: _:_-... ... :
----
----
11 AS BUILT"
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSffiUCTION
WORKER FOOT TRAFFIC. SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
RCE __ _ EXP, ___ _
TOTAL REPLACED IMPERVIOUS AREA = 790 SF
TOTAL PROPOSED IMPERVIOUS AREA = 1,417 SF
REVIEw'ED BY,
INSPECTOR
QUANTITY
2,381 SF
1,185 SF
237 LF
27 LF
16 EA
307 LF
178 SF
DATE
DATE
fSHm7 CITY OF CARLSBAD I SH~ETS I
1----1-----+----------------->------1----+----+------1 L___2__J ENGINEERING DEPARTMENT
l----+----l-----------------+---+-----11------11-----.1
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
GRADING PLANS FOR: SAUER RESIDENCE
GR 2021-0015
ENGINEERING MANAGER
DATE INITIAL DATE INITIAL I RVWD BY:
1-0-lH-ER_A_P,_P_RO-V-AL-+-C-ITY_A_,_PP_R_O_VA-L--I ~HKD BY:
2465 JEFFERSON STREET
CARLSBAD, CA 92008
TllLE SHEET
APPROVED:JASON S. GELDERT
RCE 63912 EXP. 9/30/22 DATE
PROJECT NO.
CDP 2019 0015
DRAWING NO.
531 3A
DocuSign Envelope ID: C555EC03-92BF-481F-A013-4C6A658CC01A
1/12/2022
CONC. SIDEWALKSTEPS
STEPS E
AC AC
AC
N 89°58'20" E 230.29'N 18°42'32" E 120.46'S 87°00'19" W 269.35'S 00°02'00" E 100.14'RETAINING WALL
WITH CHAINLINK
FENCE
LSA
EXIST. GATE
JEFFERSON STREETLOHLOHLOHLEXIST. CURB
EXIST. BOUNDARY
EXIST. BOUNDARY
EXIST. BOUNDARY
(25)(30)(35)(40)(45)(50)(55)(6
0
)(65)(30)(35)(40)(45)(50)(55)(60)(65)(68)(6
7
)
(
6
7
)
(66)(64)(67)(67)M
EXIST. MULTI-FAMILY RESIDENTIAL HOUSINGBUENA VISTA LAGOONEXIST. BUILDING
AC PARKING STALL (TYP.)CONCSTEPS CONC
POOL
EQUIPMENT
LSA
25.
0
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25.
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N 24°53'11" E 19.19'N 24°53'11" E 120.08'S 24°53'11" W 32.42'N 24°53'11" E 121.70'118.67'27.57'84.05'WETLAND LIMIT LINEWETLAND LIMIT LINE100 YEAR FLOOD PLAIN BOUNDARY LINE (ZONE A)GATE
(15)(9)EXIST. BUILDING EXIST. BUILDING (66.83 TW)(66.83 TW)(66.83 TW)(66.16 TW)(64.82 TW)(64.15 TW)(63.48 TW)(62.81 TW)(62.14 TW)(57.45 TW)(56.78 TW)(54.78 FS)(54.41 FS)(53.34 FS)(52.10 FS)(50.36 FS)(48.92 FS)(47.41 TW)(46.07 TW)(44.07 TW)(66.48 FS)
(66.74
T
C
)
(66.28
F
L
)
(67.04 TC)
(66.59 FL)(67.13 T
C)(66.65 FL)(67.28 FS)(70.95 TW)
(67
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FS
)
(70.76
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)
(67.
1
4
F
S
)
(
6
6
.
8
8
F
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)
(7
0
.
7
6
TW
)
(30.34
N
G
)
(66.05 NG)(68.78 NG)(68.78 NG)(68.78 NG)(59.1
4
N
G
)
(58.9
5
N
G
)
(57.37 NG
)
(57.90 NG)
(
5
8
.
0
2
NG
)
(62.
7
4
T
W
)
(57.
7
6
N
G
)
(59.46 NG)
(65
.
39
TW
)
(62.74
T
W
)
(62.74
F
S
)
(65
.
3
9
T
W
)
(64
.
1
7
F
S
)(64.35 FS)(65.87 FS)(67.27 FS)
(
6
1
.
0
0
TG
)
(61.90 FS)
(61.62 N
G
)
(6
8
.
1
0
N
G
)(70.76 TW)(68.7
8 T
W)
(68
.78
TW
)(67.26 FS)(72.95 TW)(70.95 TW)(67.45 FS)(72.95
T
W
)(70.85 TW)(68.25 TW)(
7
0
.
8
5
TW
)(68.25 TW)(65.39 TW)(60
.66
NG
)(66.83 FS)(66.83 NG)
(66.16 NG)(66.77 NG)
(65.49 NG)
(64.82 NG)(64.15 NG)
(63.48 NG)(66.33 FS)(65.83 FS)(66.83 TW)(64.73 FS)(65.49 TW)(59.69 FS)(64.82 TW)(56.82 FS)(64.15 TW)(56.15 FS)(63.48 TW)(55.78 FS)(62.81 TW)(55.61 FS)(58.12 TW)(57.45 TW)(54.92 FS)(54.75 FS)(
5
6
.
1
1
TW
)
(
5
5
.
4
4
TW
)
(
5
5
.
4
4
TW
)
(
5
4
.
7
7
TW
)(49.41 TW)(46.51 FS)(46.74 TW)(45.40 TW)(43.54 FS)(42.70 FS)(27.74
N
G)
(23.60
N
G
)
(2
3
.
0
0
NG
)
(
23
.
25NG
)
(
2
0
.
59NG
)
(15
.2
3NG
)
PR
O
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2
5
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If
: I
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I
I
/
I
I
/
I
I
/
I
I
/
I
I
/
I
I
/
'/
I
I
[I] PROTECT EXISTING PAINTED STEEL ROLLING
GATE IN PLACE
I ,
I
- -
EXISTING PLANTER WALLS WITH VARYING HEIGHTS (1] (42" MAXIMUM} PLANTER WALLS AND HEDGE TO BE
MAINTAINED TO NOT EXCEED A 42" HEIGHT TO REMAIN
r-i7 PROTECT EXISTING 72" HIGH METAL FENCE AND ~ GATE IN PLACE
,.-, 42" HIGH CMU WALL AND GATED ENTRANCE PER
1.2..1 ARCHITECTURAL PLAN
1c7 72" HIGH CMU WALL AT GATED COURTYARD PER ~ ARCHITECTURAL PLAN
@] EXISTING CONCRETE CURB AND GUTTER TO REMAIN
(z] PROTECT EXISTING CONCRETE PAVING/STA/RS IN PLACE
@] EXISTING GAS METER TO REMAIN
[fil EXISTING 200 AMP ELECTRICAL SERVICE TO REMAIN
[QI EXISTING WATER METER TO REMAIN
[j] EXISTING SEWER CLEANOUT TO REMAIN
---- ---J-i -----' '' , ' '
/
/
---
[j] PROTECT EXISTING CONCRETE DRIVEWAY IN PLACE
r..:i1 REPLACE CONCRETE DRIVEWAY WITH PERMEABLE PAVERS ~ PER DETAIL ON SHEET 3
r.;,, PROTECT EXISTING AIR CONDITIONING CONDENSING
~ UNIT IN PLACE
jill EXISTING RETAINING WALL TO REMAIN
!ill BRICK PAVER PATIO PER DETAIL ON SHEET 3
lj] VANISHING EDGE POOL OVERFLOW PER SEPARATE PERMfT
!ill UNDEVELOPED BLUFF -PROTECT IN PLACE
!!ill PERMEABLE PAVER SIDEWALK PER DETAIL ON SHEET 3
~ 4 • PVC AREA DRAIN
~ DRAINAGE SWALE PER DETAIL ON SHEET 3
r,;;;i 4 • PVC STORM DRAIN ti 2% SLOPE
~ {CONSTRUCT WITH WATER TIGHT JOINTS}
~ RETAINING WALL PER SDRSD C-03 (MAX HEIGHT=5'-4")
~ PROTECT EXISTING GATE MOTOR IN PLACE
-=ft}=~.
/
! )
! /!
I
/
I
FLUSH CONCRETE CURB AS SHOWN ON ~ SIDEWALK PERMEABLE PAVER DETAIL AND
PATIO BRICK PAVER DETAIL ON SHEET 3
~ CONNECT TO EXISTING YARD DRAIN
~ ARTIFICIAL TURF PER LANDSCAPE PLAN
~ RETAINING WALL PER SDRSD C-03 (MAX HEIGHT=8'-0")
~ RETAINING WALL PER SDRSD C-03 (MAX HEIGHT=3'-8"}
~ CONCRETE STAIRS PER DETAIL ON SHEET 3
llij BUILDING COLUMN
~ GRILL COUNTER
~ 12" X 20" CONCRETE SPLASH BLOCK
I
I
I
I
I
I
I
/
I
I
; ' '
2367.33 TW
62.91 FG
1 , 62.00 TF
67.JJ TW .·
62.81 FG 62.00 ,TF
67.33 TW
61.71 FG
60.66 TF
67.33 TW
.61.57 FG 60.66 TF l
67.20 FS ~
_ 61.51 F'l
!~
TG ,
/ .·' ~~
,/ POOL
{PER SEPARATE
PERMIT)
';--
9 67.15 TW
64.33 FG 63.82 TF
29 67.15 TW
64.85 FG
63.82 TF
29 67.00 TW
65.10 FG 64.33 TF
2
/
31
65.77
'
I
I
I
FS
64.81
FS
64.75 TG
63.50 IE
5 6-/NCH 30 STEPS
64.87 _, 64.83 FS
FS 67.33
FS
67.20 TG
,62.56 IE
.67.JJ 67.81 FF
2
FS 67.39 FS
67.31 TG O
62.83 IE
67.81 FF
67.39 FS
• 16
67.31 TG
63.09 IE
67.26
~
67.81 FF
67.39 FS
667.2.3391 TIEG 0 . l
67.81 FF
O 67.39 FS
PROPOSED 7
BEDROOM . I
FF=67.81 I
i4D =67.22 I
I
I
66.95 TW 21
65.45 FS . 64.95 TF .
EXISTING
R£5/D£NC£
FF~67.8 i
/55-140-/0-00
2 67.50 TG
65.15 l
67.56
67.81 FF FS
67.56 FS
67.50
FG
20 67.35 TG
65.58 IE
~1---~ 67.56 67.50
FS FS
£.;;i~'Df-~f>~6~is~56
2 67.35 TG
65.69 IE
67.56
FG
67.81 FS
67.56 FG
PROPOSED
' ·--·--·-·_ GARAGE
FF=67.56
PAD =66.97
67.56
FG --7
67.34
FS
67.32
FS
'
I
I
I
I
211-""=~W\l
/---
66.
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66.6
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66.90 TG
63.72 IE
-<-<-<-•·--·---•-•-<...-. ~ <-•--~ .,..__~=-< ~ <-= <~<=-£-()%<-<-<-
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[j]
--§1 ,\-_;:_\;:ct,----::--~--,.-~-; ~=-Jii-L =---=r -•l=.,..,--x-65.41 65.25 TG o
FS 62.26 IE
FS
6.80
66.95 TW
65.45 FS 64.95 TF
3 6-/NCH 3 STEPS
o· 10
SCALE: 1" = 10'
20
L
66.84
FL
"AS BUILT"
RCE ___ EXP, ___ _ DATE
REVIEl,/ED BY,
INSPECTOR DATE
t----+---+--------------+---+----+----+----1 LEJ crrNrrNE~!NG ~~~~~J?AD I SH~ETS I
GRADING PLANS FOR: SAUER RESIDENCE
2465 JEFFERSON STREET
CARLSBAD, CA 92008
1----+---+----------------+---1----+---+-----1 :=G=R=2=0=2=1=-=00=1=5======G=R=A=D=IN:::::G:::::::::P:::LA=N=========~
APPROVED:JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE
DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DAlE INlllAL DAlE INITIAL I RVWD BY: PROJECT NO. DRAWING NO.
,_O_TH_E_R_A_P~P-RO-V-AL-+-CI_TY_A~PP_R_O_VA_L__, CHKD BY: ---~--C_D_P_2_0_19_-_o_0_1_5_~ ~-5_3_1-_3_A~
DocuSign Envelope ID: C555EC03-92BF-481F-A013-4C6A658CC01A
1/12/2022
8
4
6
5
1
2
3
7
2
3
1
4
5 6
3
7
8
8
2
SCALE: 1" = 20'
NORTH
SCALE: 1" = 20'
NORTH
AM
J-J," PERMEABLE INTERLOCKING PAVER
2• BEDDING COURSE/
CHOKE STONE ASTM /8
4" BASE COURSE
ASTM /57 ROCK
90 ~--~--.------.------.------.--------.---------.------.-----.-------.---------,---------,-------,--------,---------,------,------,------,------,-----,-----,-----~--~--7 90
P. ~OPOSED SINl E FAMILY DWi 'LL/NC _,
Ii) _,
:;,, I ' C:::, I . "-'I :ii! _,' ~ 80 1-------1------1-----l-----l------1---+----+---l----+----+---+------t---"""'lt----t-------r--~--~ E:I, kl Is} ~ _, ::i
---+----; 80 ~I ~-, ;ii, l di ~ "'Ci ' _, ~ "' ~:, "' "' ~ ~I ~ ' 0:: ~ I
"" POO ..:, :::i i ;::; ~ ~ ECK ELEVATIO " = 67.20 :5 :51 :5 er, er, I Cb
; t..:; <o I
70 1-------1------1-----l-----l------1---+----+---l----+----+---+------t----Q:f ~---l----l------1----l+--~ I i!!: l7R1 ... !
i
! V 25' LATERAL BEACH
ACCESS £A EMENT
GS ~ ~ ~
I I / I I I ..,. ........ ----+---~
1.0l<
PAVER5-U-~ I .22-PAD
•• 2• u MIN. ""'· I 'c
II
L C]
u
1 1 :.k-::::-::::--====1==1.:'zmc!:===+---+----l---~------1------+------t-----t---~ 60 60 1-------1------1-----1------+---+-------11-----+--+-+-------J------t-71---+-----t--~--~ . I -r I ! ___ --~:~--. cp
' -I I _ ------!:t ...... -::::s I I --• 5.5 ..., 5 0 50 l-----+---+--------,l-----+---+--------t----+-----,-1--t-------t--_-__ -_-__ -_c_~r-~--::.::_,~/4·1~!._-+------cii~l-----+---+-------jf----+----t-------t----+---t------t-----t--------j
I --1 ...... _L ~ -~ I _......... 2
I ----1 ,. 50' ROM TOP OF BLUFF
-0·-~----1----~1---l-'-----1------l------l--------l-----+---+----+----f------t----+----+----+----j------t------j 40 40 l-------l-------l-----+----+----+------t---E-,-+-_.....,,, __ .-4-
plf.l'I_---I
30
20
10
-n . e:c'!_E.P-----J
2-Q"_!---11.,._··~ ---'\_EXIST! VG GRADE ( Yp)
1------+-----+----t-------,...-----,-,,/-~--+--------l--,,,•C....:....--+---+-----+---+---+-----+---+---+------+---+---t------t-----t-------1t------t----,--,---, 30 ----_ .. --2.5
...... .----1 r-:=--!:t "' 1fi
~
L,J
... ---
-----,t,.:i.~5 ~l"'"....:::__·_ .. ---1----+-----1------l---+----+---l---+---+---+----+----t---+----+------ir----t-----t---t----t------t--1 20 I f,-C----+-------~ .... ,...k.:::....-t;:== .,,
e ...... ... ---..... ,1 .... -~ -------...... -----------~ ::_;,:_ __ ....µ_
1---____j~------f----l-----l-----1----+---+---+---+---+---+---t-------!f------t----t---+---+---t-----t-----t-----t---,--t------i 10
10+00
JOINT MATERIAL
ASTM/8, /9, OR /89
(PER MANUFACTURER RECOMMENDATIONS}
8" WIDE CURB/EDGE RESTRAINT
EXTENDS A MINIMUM OF 18"
INTO UNDISTURBED SOIL
ADJACENT TO LANDSCAPE, STAIRS,
AND PATIO BRICK PAVERS
10+50 11 +00
CROSS SECTION A-A
1"-10' HAND V
PLANTED SWALE AREA
SEE NOTE J BELOW
11 +50
J" WIDE MIN FLAT
BOTTOM ALONG
CENTERLINE
12+00 12+30
90 .1 ._iJ
90
~
80 80
_, (l> _, ~ ~ ~ ~~~ "' -c,s !ill "'>-<o ~ =~ 0:: "'" <o ~ ~~ cl. "~C) "' Q <o<o<o
70 70
<!: Kr-...~ i5: • • <ti I
GS ~~~ II/ :4VERS-
'
60 60
'), , .-~ :r 1-i----~
__ ,j' L
I\ [ crJ
SIDEWALK PERMEABLE PAVER SECTION
NOT TO SCALE 0
0
CAST IN PLACE J,ODD PSI CONCRETE STAIRS
8" CURB/EDGE RESTRAINT
'-EXISTING GRADE
(TYP) I
JOINT MATERIAL
ASTM#B, #9, OR /89
(PER MANUFACTURER RECOMMENDATIONS}
J-J," PERMEABLE INTERLOCKING PAVER
2" BEDDING COURSE/
CHOKE STONE ASTM /8
8" BASE COURSE
ASTM /57 ROCK ----1
SUBGRADE-GRADE AT
FLAT ELEVATION TO
FACILITATE INFILTRATION
8" WIDE CURB/EDGE RESTRAINT
EXTENDS A MINIMUM OF 18"
INTO UNDISTURBED SOIL
Rt,N ADJOIN/NC CONCRETE
DRIVEWAY SECTION
IN RIGHT-OF-WAY
DRIVEWAY PERMEABLE PAVER SECTION
NOT TO SCALE
NOTES:
0
0
0
8
0
(REQUIRED WHEN STAIRS ARE ADJACENT TO
PERMEABLE PAVERS}
ADJACENT PAVERS PER PLAN ON SHEET 2
AND DETAILS ON SHEET J
REBAR -/4@24" O.C. ACROSS STAIRS
REBAR -/4012" O.C. DOWN STAIRS
95% COMPACTED SOIL 12" MIN DEPTH
ADJACENT WALL
12" STAIR RUN
STAIR RISE PER SHEET 2
, ---,
I t
CONCRETE STAIRS SECTION
NOT TO SCALE
FILL JOINTS WITH POLYMERIC JOINT SAND
J-J," INTERLOCKING PAVER
8" WIDE CURB/EDGE RESTRAINT
EXTENDS A MINIMUM OF 18"
NOTES:
1. MINIMUM SWALE DEPTH IS J~
2. MAXIMUM SIDE SLOPE IN SWALE JS J:1.
J. PLANTED SWALE (SEE LANDSCAPE PLAN FOR
PLANTING REQUIREMENTS)
DRAINAGE SWALE
NOT TO SCALE
10+00 10+10
CROSS SECTION 8-8
1"-10' HAND V
"AS BUILT"
RCE ___ EXP, ___ _ DATE
REVIEl,/ED BY,
INSPECTOR DATE
1. SUB-GRADE SOIL UNDER PAVER AREAS SHALL REMAIN UNCOMPACTED AFTER INITIAL
EXCAVATION.
2. ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.}
J. THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
1" BEDDING
SAND
4 • SECTION OF
J/4" CRUSHED
ROCK
SUBGRADE
INTO UNDISTURBED SOIL
ADJACENT TO PERMEABLE PAVERS ~ CITY OF CARLSBAD I SH~ETS I l---l---+----------------t----it-----t-----t----1 l_:_J ENGINEERING DEPARTMENT 1-----+--+--------------+---t---,t---+---t
4. EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT
COURSE
5. NO IMPERVIOUS LINER IS TO BE USED
6. FOLLOW MANUFACTURER'S RECOMMENDATIONS. WHERE DISCREPANCY OR CONFLICTS
ARE PRESENT, CONTACT THE DOR FOR GUIDANCE PRIOR TO PROCEEDING. PATIO BRICK PAVER
NOT TO SCALE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
GRADING PLANS FOR: SAUER RESIDENCE
GR 2021-0015
ENGINEERING MANAGER
2465 JEFFERSON STREET
CARLSBAD, CA 92008
SITE CROSS SECTION AND DETAILS
APPROVED: JASON S. GELDERT
RCE 63912 EXP. 9/30/22 DATE
DATE INITIAL DATE INITIAL I RVWD BY: PROJECT NO. DRAWING NO.
f-OTH_E_R_A-"P'--PR-0-VA-L-+-C-ITY-A"""'P-PR-O-VA-L-; CHKD BY: ---~--C_D_P_20_1_9_-_0_01_5 ____ 5_3_1-_3_A_
DocuSign Envelope ID: C555EC03-92BF-481F-A013-4C6A658CC01A
1/12/2022
TIER 2
TITLE SHEET
GR2021-0015: SAUER RESIDENCE
AM
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
STORM WAIER POLLUTION PREVENTION NOTES
GENERAL SITE MANAGEMENT REQUIREMENTS
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO
THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND).
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT:RICK SOMERS AT {760) 633-1324.
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
J. THE CONmACTOR SHALL RESTORE ALL EROSION CONmOL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
4. THE CONmACTOR SHALL INSTALL ADDITIONAL EROSION CONmOL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
CIRCUMSTANCES WHICH MAY ARISE.
5. THE CONfflACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC fflESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE 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 WORKING
DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%}. SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN J/4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY
INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND
WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF
DURING RAIN EVENTS.
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONmOL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO
PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES,
MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED
TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
14. THE OWNER/DEVELOPER/CONmACTOR MUST FOLLOW "WEATHER mtGGERED" ACTION
PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF
THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT
IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WEATHER SERVICE
FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONfflACTOR MUST PROVIDE PROOF
OF THIS CAP AB/LI TY.
75. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONmOL BMPs MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON TH£ ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT
HA VE BEEN COMPLETED.
16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS
LIMITED TO TH£ AMOUNT OF ACREAGE THAT TH£ CONfflACTOR 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.
17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS l:JilI SUFFICIENT. BMPs NEED TO BE
INSTALLED IN THESE AREAS.
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
WITHIN A THREE (J) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE
ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN
THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER
ENFORCEMENT ACTION.
79. ALL mEATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND
PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT.
IN ADDITION, mEA TMENT CONfflOL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT
THE YEAR.
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED
OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE
FAILURE OF A BMP IND/CA TES 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 fflAINED ON THE IMPORTANCE OF STORM
WATER POLLUTION PREVENTION AND BMP MAINTENANCE.
WEATHER TRIGGERED ACTION PLAN
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, fflACKING,
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 PREC/PITA TION.
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 STAB/LIZA TION OR ESTABLISHED
VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "llf"A THER TRIGGERED ACTION PLAN~
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "WEATHER ffl/GGERED BMPS~
EROSION CONfflOL HYDROSEEDING, PLANTING AND /RR/GA TION
1. ALL PERMANENT AND TEMPORARY EROSION CONfflOL PLANTING AND /RR/GA TION SHALL
BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A H YDROSEEDING 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 PUBLIC
WALL OR smEET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS {CONSfflUCTION OR
GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS
HIGHL Y VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION /DEN TIFIED BY THE Cl TY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE
FOLLOWING CRITERIA:
1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE.-
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY
THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL
SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY
ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE
NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
J /RR/GA TION 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. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA
e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE IF DIMORPHOLECA
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MA Y BE OM/ TTED ON
VISIBLE FROM EITHER A PUBLIC smEET OR RESIDENTIAL
smucTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NlfflOGEN FIXING BACTERIA AND APPLIED DRY EITHER BY
DRILLING OR BROADCASING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE fflANSPORTED TO THE JOBS/TE
IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT
OF FOOD AND A GR/CUL TURE GER TIFICA TION TAG A TT ACHED TO,
OR PRINTED ON SAID CONTAINERS.
j NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONfflACTOR.
2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN smAW IS USED,
IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS
THAN 50% IF THE smAW INTO THE SOIL.
J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0
WITH 15% SULPHUR APPLIED AT THE RA TE 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
COMB/NA TION OF:
a. mACK 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.
2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE 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.
J. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL
BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MAmNG MATERIAL APPROVED BY
THE PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT
OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONfflACTORS SHALL
COORDINATE THE WORK OF THIS CONSfflUCTION SWPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND !RR/GA TION PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
SITE
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials
BMPs Control BMPs Management BMPs Pollution Control BMPs
C: -C: C: .2 -" .2 -2 -ai " C: --0, 0 E C: ., " C: ., C: " " C: .s 0, E C: .2 -0 2 2 -2 "E:: -9-0 0 0 g --.:, ., ., -:::,; -.:, ., 0, .... -'!' ---~ ~ ::, t, 0, -., '--0 C: ., .s ., .£; ., ., ., §! ~ 0 C: "' -o-0, 0'5 g. ., "E: C: "' C: a; ~ C: .2 ,g_ "' Best Management Practice• ., 0, ~ .s en iil-0 ., 0 ., ., 0 --o-C: 0, ., ,. ., ~ 0 .s C, 5, C, "' -" :::,; ~ ., C: C: :!:: ai -2 ~ .s ~ .s ~ 0, ~ g, en -.:, ., ,g "' ., ., "' -; ea C: C: c:, :::, -., "' ., (BMP) Description ➔ --.:, ., ~ Cl.) ~ ., -0 il~ -.:, "' 0"' C: C: 0 ., i~ "E ., E §! 0,
., "' " C: c:, en "'·-0, c:, ·-t.:> -~
0 0 0, ., ., -:::,; c:, 0, C: Ct:: -~ -., 0 ·--'!' 0 ., l "' ..__ .g ., -., ~-£ ., " ~ ., 0 E :.l ·"'"' ~ 3:: o,-~-S ·-0, ~ a_e 0, .... 0, ~ 0, 0 ., " 5-~ ., ,g ti a; 1 ., ::, ,g :S [fl ·--.:, a; -C: 0 .,, -~ 5 ~ e " 0 0 0 " 0 ~~ ~ -g. " --g .... -g 0 -g ·s :n 0 " :=:::C :::: § ~ § fs § 0 0 .... 0 -., 0 ~ " § 0 0 -.,:; ., ~o -0 ct~ ~ ,g cj~ vi
., 6 ~ (5 tr)§ _.._ -0, -o ict ~g ~ ~<3 0 -0 -c5t8 ~:::,; ::t:: Vi "' "' "'Q_ "'.£; "' Ct:: :::,; "' :::,; "' ::t:: :::,; C,:::,;
CASQA Designation ➔ "' ... " "' -"' ... ,,., <o " "' a "' -"' " "' -"' "' ... ,,., <o "' O> ----I I I I I I I I I I I I I ~ ~ ~ ~ ~ I ~ ~ I I I I I I i i i i i i i C, C, C, C, C, C, bj I!:' I!:' "' "' "' "' Construction Activity Lu Lu Lu Lu Lu Lu <'. <'. <'. <'.
Grading/Soil Disturbance >< >< >< l>< l>< >< >< >< >< ><
), Trenchina/Excavation "X" X x
Stockoilina >< ><
Dri//inn IBorina
IX Concrete/Asohalt Sawcuttina
Concrete Flatwork
Pavina
X Conduit/Pipe Installation ,,.,..._
>( Stucco/Mortar Work
)< Waste Disposal
Staainn/Lav Down Area X X X X X X
X Eauiament Maintenance and Fuelina
Hazardous Substance Use/Storaae
Dewaterina
x Site Access Across Dirt "X" X
Other (list):
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
J. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
LEGEND
DESCRIPTION
SE-1, SILT FENCE
SE-4, CHECK DAM
SE-5, FIBER ROLL
SE-6, GRAVEL BAG
SE-7, STREET SWEEPING AND VACUUMING
SYMBOL
--0 0---o_o-
_,. __ ,. -
-0-0-0-0-
SE-7
11!111111111111111111--
QUANTITY
193 LF
10 EA
104 LF
70 EA
145 SF
OWNER'S CERTIFICATION:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPs) DURING CONSfflUCTION ACTIVITIES
TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF
POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM
WATER TO CONSfflUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND
CITY OF OCEANSIDE
HIGHWAY 78
PACIFIC
OCEAN
CITY OF VISTA
CITY OF ENCINITAS
VICINITY MAP
SHEET INDEX·
SHEET 4: TITLE SHEET
SHEET 5: EROSION CONTROL PLAN
APN: 155-140-10-00
SITE AD DRESS: 2465 JEFFERSON STREET
CARLSBAD, CA 92008
AREA OF DISTURBANCE
AREA OF DISTURBANCE 8,677 S.F.
{THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
CONSTRUCTION THREAT:
CONSTRUCT/ON THREAT TO STORM WATER QUALITY (CHECK BOX):
181 HIGH □ MEDIUM
OWNER/APPLICANT:
TR-1, STABILIZED CONSTRUCTION ENTRANCE
NS-8, VEHICLE AND EQUIPMENT CLEANING
NS-9, VEHICLE AND EQUIPMENT FUELING
NS-10, VEHICLE AND EQUIPMENT MAINTENANCE
WM-1, MATERIAL DELIVERY AND STORAGE
NS-8
NS-9
NS-10
WM-I
WM-2
WM-3
WM-5
AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSfflUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSfflUCTION ACTIVITIES UNTIL THE
CONSfflUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.
NAME.· CAREFREE HOLDING, LLC -A COLORADO CORPORA TION
ADDRESS: 755 JOY LAKE ROAD, RENO, NV 89511
TELEPHONE NO.: {775) 657-0717
WM-2, MATERIAL USE
WM-3, STOCKPILE MANAGEMENT
WM-5, SOLID WASTE MANAGEMENT
WM-9, SANITARY/SEPTIC WAST£ MANAGEMENT
EC-2, PRESERVATION OF EXISTING VEGETATION
EC-9, EARTH DIKES AND DRAINAGE SWALES
WM-9
EC-2
EC-9
CHRISTOPHER S SAUER 12/3/21
OWNER(S)/ OWNER'S AGENT NAME (PRINT) DATE
OWNER(S)/ OWN~E (SIGNATURE)
12/3/21
DATE
EMERGENCY CONTACT:
NAME.· RICK SOMERS
ADDRESS: P.O. BOX 230473 ENCINITAS, CA 92023
TELEPHONE NO.: (760) 633-1324
I SH4EET I CITY OF CARLSBAD I SHEETS I ~-------------------------------, ENGINEERING DEPARTMENT S
NAME OF PREPARER: JOHN L MAJOCHA, PE
QUALIFICATION OF PREPARER: QSD C81240
ADDRESS: 858 FIRST LIGHT ROAD, SAN MARCOS, CA 92078
PHONE NO.: (760) 707-4972
B1240
R.C.E./CERT. NO.
9/30/23
UC. EXP. DATE
12/3/21
DATE
CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
APPROVED:JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DATE
I
RVWD BY:
~HKD BY: ---
PROJECT NO.
CDP 2019-0015
DRAWING NO.
531-3A
DocuSign Envelope ID: C555EC03-92BF-481F-A013-4C6A658CC01A
1/12/2022
CONC. SIDEWALKSTEPS
STEPS E
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[sHm7 CITY OF CARLSBAD I SHEETS I l__:_J ENGINEERING DEPARTMENT 5
STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
IRVWD BY:
~HKD BY:
APPROVED:JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DATE
PROJECT NO.
CDP 2019--0015
DRAWING NO.
531-3A
DocuSign Envelope ID: C555EC03-92BF-481F-A013-4C6A658CC01A
1/12/2022