HomeMy WebLinkAboutDWG 545-7A; CDP 2022-0067; LABOUNTY RESIDENCE - 3950; 01-046/24/2024
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 PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA 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 $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII
OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. 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.
9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE 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 BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/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.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDA T/ONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
RECOMMENDATIONS IN THE PRELIMINARY SOILS INVEST/GA TION REPORT DA TED APRIL
21, 2023. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF
WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR
CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE
WURK. IRE CON/RAC/OR w/LL BE CVN/ACIE.D BY IRE PROJECI INSPECIOR 10
COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED
ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL
BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE WORKING DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINlsTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER 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 ENGINEER/NG DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE
HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. 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.
25. 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.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, 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.
D:\DRAWING F'ILES\llllE SHEETS\GRADING TlllE SHEET.DWG REVISED:01/05/16
28. 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. NIA , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. 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 TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK
IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION. IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING 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 T/ONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
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 THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A. 10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
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-BUJL 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 AND PLOTTED TEST POINTS THE
REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS
ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE
REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE
PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. 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.
35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS. ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. 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 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 ORA WINGS AND SPECIF/CATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK. OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ___ J_UD_I_TH_LA_B_O_UN_T_Y __ .AT
( 442) 287-3372 (PHONE NUMBER)
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 STA TE SWPPP /Wl)ID, IN ACCORDANCE WITH THE CONSTRUCTION
ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. THE
CONTRACTOR'S QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN
THE WATER POLLUTION CONTROL (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 A VAJLABLE 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 CONTRACTOR'S QUALIFIED
SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO
BMP DEPLOYMENT.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER AND/OR CITY INSPECTOR DUE TO UNCOMPLETED
GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR
EROSION CONTROL 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 PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). 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 GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
EROSION CONTROL H 'fDROSEEDING. PLAN TING AND /RR/GA TION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS 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 A
PUBLIC WALL OR STREET.
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(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED 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. 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 /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 5 LBS. PER ACRE COASTAL DEERWEED
b. 4 LBS. PER ACRE FASCICLED TARWEED
c. 3 LBS. PER ACRE CALIFORNIA ENGEL/A
d. 7 LBS. PER ACRE CALIFORNIA BUCK'M-IEA T
e. 4 LBS. PER ACRE LONG-STEM GOLDEN-YARROW
f. 4 LBS. PER ACRE CALIFORNIA POPPY
g. 2 LBS. PER ACRE COASTAL GOLDENBUSH
h. 3 LBS. PER ACRE STINGING LUPINE
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY, '7a
r'1
NOT TO
SCALE
WORK TO BE DONE
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, SPECIF/CATIONS, 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.
1. CARLSBAD MUNICIPAL CODE
I SITE CITY OF VISTA 2. CITY OF CARLSBAD ENGINEERING STANDARDS
p
~ ~ Lr--...1"=--,-4
L..>,,..
CITY OF ENCINITAS ~~ L-~ INDEX OF SHEETS
SHEET 1 .................... TITLE SHEET
SHEET 2 .................... GRADING & DRAINAGE PLAN
SHEET 3 .................... CITY TIER 2 SWPPP TITLE SHEET
SHEET 4 .................... EROSION CONTROL & BMP PLAN
LEGAL DESCRIPTION
LOT 6 OF THE PALISADES IN THE CITY OF CARLSBAD.
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TO THE MAP THEREOF 1 7 4 7, FILED IN THE OFFICE OF THE
COUNTY RECORDER, COUNTY OF SAN DIEGO, NOVEMBER
1922 OF O.R.
APN: 206-012-06
PROJECT ADDRESS
3950 GARFIELD STREET
CARLSBAD, CA 92008
DEVELOPER
NAME: LB BEACH PROPERTIES, LLC.
ADDRESS: 1314 GULL COURT
CARLSBAD CA 92011
PHONE NO.: ( 442) 287-3372
REFERENCE DRAWINGS
MAP 1747
DWG. NO. 188-6
DWG. NO. 188-6A
EARTHWORK QUANTITIES
CUT: 2 CY
FILL: --~6~7-~C~Y_
IMPORT: -~65~~C~Y-
EXPORT: N/A CY
REMEDIAL: 735 CY
BENCH MARK
DESCRIPTION:
LOCATION:
RECORDED:
ELEVATION:
2.5" DISK STAMPED CLSB-141
SE CORNER OF VAULT ADJ. TO NE COR. NB COAST
HWY 101 BRIDGE OVER AGUA HEDIONDA LAGOON.
FEBRUARY 8, 2002 AS FILE NO. 2002-0112862 OF O.R.
PER ROS 17271
ELEVATION: 26.518' DATUM: NGVD29
3. THIS SET OF PLANS
4. RESOLUTION N0.~7~5~01~ __ DATED 11/16/2023
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEO TECHNICAL EXPLORATION, INC.
DATED 4/21123 AND UPDATE DATED _____ _
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED 11/16/2023
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ~N=/.~A _____ _
10. STORM WATER POLLUTION PREVENTION PLAN, TIER 2. PREPARED
BY COFFEY ENGINEERING SEE SHEETS 3 & 4 OF THIS PLAN
11. STORf1 ,WATER QUALITY MANAGEMENT PLAN PREPARED
BY N/A DATED ~N~/.~A __ _
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
PROPERTY LINE
DIRECTION OF FLOW
(E) SPOT ELEVATION
(P) SPOT ELEVATION
(FG=FINISH GROUND; FS=FINISH SURPACf:)
(E) CONTOUR
(P) CONTOUR
DEEPENED FOOTING FOUNDATION
WALL (SEPARATE PERMIT)
ROOF DOWN SPOUT
LEGEND
DWG.NO.
SITE RETAINING WALL SDRSD C-04
1" WATER SERVICE CMWD W-5
& BACKFLOW (PER DWG 545-7)
CONCRETE PAVEMENT
SYMBOL
_.;.N,..45:1_5;±5 ... "W..__
X 100.00
---90------90---
~
I :, .. • ~ ··• ·, I
QUANTITY
175 SF
1 EA
SPLASH PAD
ROCK LINED SWALE
SOIL MEDIA
SDRSD GS-5.06 (TYPE 1)
DETAIL "A'-SHEET 2
SECTION G -SHEET 2
---
1,020 SF
47 SF
83 LF
2 CY
ABBREVIATIONS
AC
BLK
BRK
BW
It.
C; CONG
ELEV
Ii.; FL
FG
ASPHALTIC CONCRETE
BLOCK
BRICK
GRADE AT BOTTOM OF WALL
CENTER LINE
CONCRETE
ELEVATION
FLOW LINE
FINISH GROUND (DIRT)
FS FINISH SURFACE (e.g. CONCRETE)
H HIGH
JRCV IRRIGATION CONTROL VALVE
L.P. LOW PRESSURE
PVMT PAVEMENT
TEL TELEPHONE
TF TOP OF RETAINING WALL FOOTING
TFP TOP OF FENCE POST FOUNDATION
TW TOP OF WALL ELEVATION
TYP TYPICAL
ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE:
• CITY OF CARLSBAD STANDARD ** CARLSBAD MUNICIPAL WATER DISTRICT STANDARD ORA WING ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD
POST-CONSTRUCTION BMP TABLE
FIRM: COFFEY FNGINFFRING INC
i. 2 LBS. PER ACRE CATERPILLAR PHACELIA
j. 4 LBS. PER ACRE NEEDLE GRASS ABANDONMENT NOTES STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM
TRASH CAPTURE?
EXEMPT FROM
H YOROMOOIFICA T/QN?
ADDRESS: 9666 BUS/NESSPARK AVE., SUITE 210
CITY, STA TE: SAN DIEGO CA 92131
TELEPHONE: f858l 831 0111 ~ /
B~------~,,f',~'LC2.../'-/,~/,1/.4'\-'/ __ _ DATE: ____ _
DANIEL VALDEZ, PE ' (1/
R.C.E. N0.:_-'-'76"-'0'-'-7.,_4 ___________ _
REGISTRATION EXP/RATION DA TE: ________ _
SOILS ENGINEER'S CERTIFICATE
/, WILLIAM HESPELER , A REGISTERED
GEO TECHNICAL 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
MARCH 13 202.3 ANO APRIi 21 202.3
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.~':'=""....._ ,.,,Z.,,,. /J, _/
'<,l)~ROFl:ss,a SIGNED: .rp ,ff ~h~ "'¼~ ID Hes ::It< -~~~*~-,..,_p-'-.,,.,.-<-=-+------
,.._ f.._':' '° ~ G.E. NO.: -~39=6~----------"' ~· f i ;; "' GE 396 "' z DA TE:
uJ Exp. J/31/26 ;;o ~
r<-,,A "' LICENSE EXP/RATION DA TE: * G'e, ~)-:* ~ or1:c1-11<~~
-1rt:orcAL'f:'J OWNER'S CERTIFICATE
3/31/26
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING
ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF
THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I
ALSO AGREE A QUALIFIED SWPPP PR NER (QSP) HAS BEEN OR WILL BE
TO SUPERVI I TA TION F THE SWPPP IN ACCORDANCE WITH THE
•
2.
k. 2 LBS. PER ACRE WESTERN VERVAJN
o.
p.
ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGR/CUL TURE CERT/FICA TION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED. ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW IN TO THE SOIL.
3. 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 BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SA TURA TEO SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE PROJECT IS PERMANENTLY LANDSCAPED OR. FOR AREAS WHERE HYDROSEEDING IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
SOURCE OF TOPOGRAPHY
CALIFO ~JSTRU N DER , D MU /PAL PERMIT, LA TEST VERSI ~-I Ir ... ~ , l , ___ '(
...-:-:-==-:-:-='l r I ! C) I 'Z.
PA LABOUNTY, MEM -PROPERTIES, ' , TE
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY HAND SHOT
METHODS FROM INFORMATION GATHERED ON 8/30/2021, BY COFFEY
ENGINEERING. INC.
PROJECT LOCATION
THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
206-012-05 & 06
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT JS:
N 358 E 1665
PART/ALL r COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND
CLOSE THE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS
RESTRICT/ON AND EROSION AND SEDIMENT CONTROL MEASURES TO THE
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) JS CONSIDERED
ADEQUATE.
2) PERMANENTLY STABILIZE FLAT AREAS (S:.5%) -70% COVER WITH
WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE
CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF
PERMEABLE COVER (E.G .. GRAVEL) IS CONSIDERED ADEQUATE.
3) RESTRICT ACCESS TO SITE -CDORDINA TE WITH CITY STAFF TO
DETERMINE APPROPRIATE FENCING TYPE.
4) S/GNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING. LITTERING.
AND TRESPASS/NG ARE PROHIBITED.
5) TRESPASS ENFORCEMENT AUTHORJZA TION LETTER MUST BE SENT FROM
THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT.
6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STA TING
THAT OWNER IS RESPONSIBLE FDR MAINTAINING FENCING AND S/GNAGE.
ADHERING TO THE FIRE PREVENTION ORD/NATION, KEEPING THE SITE FREE
FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING
ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY JS
DEVELOPED IN THE FUTURE.
CX'.J STANDARD STORM WATER REQUIREMENTS □ PRIORITY PROJECT REQUIREMENTS
TYPE DESCRIPTION OWNERSHIP
TOTAL LOT AREA =_,..0.,.,13"'8'--'A"'C"'R""ES.,_ ___ _
TOTAL DISTURBED AREA = 0.152 ACRES
(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
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
TOTAL REPLACED IMPERVIOUS AREA = 4.967 SF
CX'.J YES □ NO
MAINTENANCE
AGREEMENT
"AS
CX'.J YES □ NO
SHEET NO. MAINTENANCE
FREQUENCY
BUIL T 11
RCE __ _ EXP, ___ _ DATE
REVIE'v/ED BY:
TOTAL PROPOSED IMPERVIOUS AREA -4 430 SF ( 537 SF) INSPECTOR DA TE
>---+-----+-----------+----f-----+---+----' I SHElET I CITY OF CARLS BAD I SH4EETS I
ENGINEERING DEPARTMENT ~=::::'...'.::===========:'._'.====: t----e----+------------------+----+----+---+-----t GRADING PLANS FOR:
/1\
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LABOUNTY RESIDENCE
3950 GARFIELD STREET
GR2023-0040 TITLE SHEET
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE
DWN BY: ..._py-"---PROJECT NO. DRAWING NO.
CHKD BY: __ _
RVWD BY: CDP2022-0067 545-7A
MBI
Docusign Envelope ID: 95C42BC4-EE81-427A-8538-86C00EBF0DA1
7/30/2024
0,
I co vt:
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Vl
EX GRAVEL EX. AC
ow APRON I DRIVEWAY I
..---.'---------\---'----;:;--7r EX. MOW -----------------------------------------------4
. ~ CURB TW=66.66 TW=67.25
~~ ~(Ji TRW=66.32 TRW=66.92
<.:'~ 6 1 BRW=66.32 BRW=64.97 ~ """''-"\,'---!!--~~~ l:====i--------l--=---,__+--1 7. 5' ULTIMATE € _ ______,1-------t
3: TO CURB FACE :r:
I rJo. s::
CURB PER
SDRSD G-2
.q q <l
:r: A
2%
-0~ ·-Y OH-
OVERHEAD ELECTRICAL
SERVING PROPERTY TO
BE UNDERGROUNDED
P.C.C. MOW
CURB
LAWN
O~--,2'.lr f-4 --
"" I
3:
I
REFER TO DWG NO.
545-7 FOR OFFS/TE
PUBLIC IMPROVEMENTS
I
3:
EX. EDGE
OF PVMT
CURB PER
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SCALE: 1"=5'
ISC-AI
L
ISO-Kl < ,1
0 0 0 0 0 0 Q Q Q ~~ 0 0 0 0 0
I
ISO-Kl
LANDSCAPE AREA
DURING GRADING. TEST DATA, RESULTS AND
RECOMMENDATIONS WILL BE PROVIDED TO THE
CITY FOR REVIEW AND APPROVAL PRIOR TO
APN: 206-012-06
PROPOSED RESIDENCE
FF 67.07'
15
I
FOOT/ RINT OF )I
EX. t USE (TO_/ I
BE R, MOVED) I
4.0'
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EX. VINYL
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CMU WALL.
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II----10. O' -sc+-+----F}-ff+.,11 ~-------I RYSB DETACHED ADU
(TO 8£ PROCESSED
UNDER SEPARATE CDP)
FF 62.52'
I 4.0' ADU.,,:+-+-~~
RYSB ' 10,5'
(P) 6' WOOD EX. VINYL
FENCE 1---FENCE ON
1r----""'"~.ll--''--J=t1l-lll g CMU WALL
I g
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1-ff'tt ---~-PER COUNTY OF SD
[ GREENSTREETS STD. NO.
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FENCE/WALL
<o <o
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_____ i-,.;=, ___________ _ _l __ -DETA~ ~·--l - -
SPLASH BLOCK PER
COUNTY OF SD GREEN
STREETS STD. NO.
GS-5.06 TYPE 1
Oroa=0.18 CFS -7
V,oa=1.89 FPS
I
I IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY TO BE CONSTRUCTED PER
PUBLIC IMPROVEMENT PLANS. NOTE, ALL REFERENCES TO PUBIC IMPROVEMENT
PLANS DO NOT IMPLY APPROVAL THEREOF. THESE PLANS AR£ SUBJECT TO
CHANG£.
SITE DESIGN (LID} BMPs SOURCE CONTROL BMPS
DESCRIPTION
IMPERVIOUS AREA DISPERSION
SUSTAINABLE LANDSCAPING
SYMBOL
I SO-Bl
I SD-Kl
DESCRIPTION
PROTECT TRASH STORAGE AREAS
EASEMENTS
SYMBOL
I SC-A I
THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A PRELIMINARY TITLE REPORT FROM FIRST
AMERICAN TITLE COMPANY, ORDER NO. DIV-6930240, DATED 11/23/22. SAID REPORTS INDICATE THE
FOLLOWING EASEMENTS FOR THE SUBJECT PROPERTY:
(3) THE RECITAL ON MAP 1787 WHICH AGREES TO ALLOW THE CROSSARMS OF POLES
OR SIMILAR STRUCTURES PLACED ALONG THE RIGHT OF WAY OF HIGHWAYS LESS THAN
SIXTY (60) FEET IN WIDTH TO HANG OVER THE ABUTTING LAND.
(4) AN EASEMENT FOR RIGHTS OF WAY FOR TELEPHONE AND/OR ELECTRIC POLES AND
LINES, AND FOR SEWER, WATER AND/OR GAS MAINS AND PIPE LINES, IN UNDER, OVER
AND ACROSS SAID PROPERTY. TOGETHER WITH THE RIGHT TO ENTER ON SAID PROPERTY
FOR PURPOSES OF CONSTRUCT/ON, RECONSTRUCT/ON, REPAIRING AND/OR ALTERING ANY
OF THE SAME AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED
DECEMBER 24, 1937 AS BOOK 729, PAGE 313 OF OFFICIAL RECORDS.
(THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION.)
NOTE: DISINTEGRATED GRANITE (D.G.)
PER TABLE 200-2. 7.2(A) OF TH£
STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION 1 '
CONCRETE WALKWAY
(@ 2%)
SWALE
3"
MIN.
1"-2" 0IA. ANGULAR=rn m 1 11 m 111
1111l11, rn
5.8"(TYP.)
9 EA. STEPS
#3 NOSE __ ,
BAR -TYP.
14"
•
LANDSCAPE ROCK - '
1=11 =i I 1-1 I _II 1=11 ,-, •
2" THICK (COBBLE IS • ,_,., O.G. FILTER BLANKET
,,__+-1-/4 T&B
NOT ACCEPTABLE) (SEE NOTE AT LEFT)
DETAIL A' -
UIN. 12• DIB. INTO
UNDIS7UR8ED SOIL 1 2 •
DETAIL 'B' -
ROCKLINED SWALE CONCRETE STAIRS
NOT TO SCALE
D:\DRAWING FlLES\llllE SHEElS\GRADING TlllE SHEET.DWG REVISED:01/05/16
,-
6' WOOD FENCE ON
70 -1------tl----------------------------',.JJJJjil~UflUS_GO.IJI.C _______ +-70
68
66
64
62
60
58
56
54
52
FINISH
GROUND~
5%~""-2%
FOOTING (REPLACES EX. 6'\
VINYL FENCE) \
DETACHED ADU FOUNDATION
(SEPARATE CDP)
FF=62.52'
t
FG=61.30'
0.5'
68
66
64
62
----~-£-X.--------==----=------==-------£-G-+--l =tr-,----;-60
HOUSE GROUND 18" SOIL MEDIA IN
FOUNDATION PLANTER AREA*
• SOIL MEDIA TO BE PER APPENDIX F.J OF THE CITY OF CARLSBAD BMP
DESIGN MANUAL CONSISTING OF 70% TO 85% BY VOLUME WASHED SAND
AND 15% TO JO% BY VOLUME COMPOST OR ALTERNATNE ORGANIC
AMENDMENT. SEE APPENDIX F.J OF THE BMP DESIGN MANUAL FOR i ~
58
56
54
SPECIFIC GRADAllONS AND COMPOSITIONS OF SAND AND COMPOST. _/" "--EG
52 EX. CMU
WALL 50-+-----------------..-------------------r--------+-50
0+00 0+48
SECTION 'G'
SCALE: 1 "=5'
RAILING
72
68
66
64
62
SECTION A'
SCALE: 1 "=5'
10 -1-------l/~1----------------------------------------+-------lf'--EX. 6'
68
66
64
62
FF=67.07'
HOUSE
FOUNDATION
, _____ _
HOUSE
FOUNDATION
I r MAX CMU
(pl PCC WALL / •I I WALKWAY ,, , ~ I: : 1.9' EX.
\
11
f DIFFERENTIAL
\ ·iv-
Ex._i./-
56
SECTION 'B'
SCALE: 1 "=5'
68
66
6' WOOD FENCE ON CONTINUOUS CONG.
FOOTING (REPLACES EX. 6' VINYL FENCE~
DETACHED ADU FOUNDATION 1----61.J;.,-++ l __ -1
(SEPARATE COP) 1, SPLASH
FF=62.52'54 BLOCK PER
SAFETY RAILING PER GS-5.06
CALTRANS STD.
811-47 (v.3/14/23) 62
HOUSE
FOUNDATION
FF=67.07'
FG
2%
s; 60 -1--+-~t:--
1 ',
58
56
18" SOIL MEDIA IN
Pl.ANT[R AREA (Sff
SEC. G FOR MIX)
f I
I
11 I
70
68
66
64
54
52 EX. CMU_/-I
WALL
0.
64
60
58
56
54
EG
52
I
6/11/2"/
70 -1------1----+-70
68
BLOG. FOUNDATION PER
ARCHITECTURAL PLANS
FG
2%
66
64
66
64
62 t--...._ ........ ~ ...... ~62
60 -f---'-EG
0+00
HOUSE
FOUNDAT/0 60
0+10
SECTION 'E'
SCALE: 1 "=5' 50-+---------1-50 ~----------------~ 0+00 0+10 11 AS BUILT"
SECTION 'C' SECTION 'D'
SCALE: 1 "=5' SCALE: 1 "=5'
RCE __ _ EXP. ___ _ DATE
REVIE\./ED BY:
INSPECTOR DATE
70 t----t----+------------------+----+----+---+-----t I S2ET I CITY OF CARLSBAD I SH4ETS I
68 ENGINEERING DEPARTMENT
GRADING PLANS FOR:
66 LABOUNTY RESIDENCE
64 3950 GARFIELD STREET
GR2023-0040 GRADING & DRAINAGE PLAN
62 APPROVED: JASON S. GELDERT
60-+------------------~----------------~--------,,"GROUND------~--+-60 1----1----+-,,------------------1---+--+---t-----t
o+oo ROCK LINED 0+63 ~~~~~-~ ~-------~~---~ ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE
SW,"LE PER DWN BY: ~PY.,___ PROJECT NO DRAWING NO " DATE INITIAL DATE INITIAL DATE INITIAL -• •
DETAIL 'A' CHKD BY: ---CDP2022 0067 545 7A ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: --SECTION 'F'
SCALE: 1 "=5'
MBI
Docusign Envelope ID: 95C42BC4-EE81-427A-8538-86C00EBF0DA1
7/30/2024
STORM WATER 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).
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT.· PAUL LABOUNTY FROM: OWNER
AT {TEL.NO.} 619 849 3878
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
J. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
CIRCUMSTANCES WHICH MAY ARISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS 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 ENO OF EACH WORKING
DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT
ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. NON-BIODEGRADABLE BAGS
SHALL BE REMOVED PRIOR TO THE CLOSE OF THE GRADING PERMIT. BIODEGRADABLE BAGS MAY
REMAIN.
9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY
INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, ANO SLOPES.
10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED ANO MAINTAINED ANO
WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF
DURING RAIN EVENTS.
II. AOEQUA TE SEDIMENT CONTROL BMPs MUST BE INSTALLED ANO MAINTAINED.
12. AOEQUA TE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED ANO
MAINTAINED.
13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO
PROTECT THE EXPOSED AREAS FROM EROSION ANO 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/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION
PLAN ANO 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 5-0A Y NATIONAL WEATHER SERVICE
FORECAST). ON REQUEST. THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF
OF THIS CAPABILITY.
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
HA VE BEEN COMPLETED.
16. THE AREA THAT CAN BE CLEARED, GRADED, ANO LEFT EXPOSED AT ONE TIME IS
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 ANO 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 ANO/OR NOT BEING ACTIVELY GRADED
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DA Y5. THE ABILITY
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS lJill 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
AOEQUA TEL Y STOCKPILED. BMPs MUST BE STOCKPILED ANO 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.
19. ALL TREATMENT ANO EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY ANO
PRIOR TO A FORECASTEO RAIN EVENT OF GREATER THAN 50%, ANO AFTER A RAIN EVENT.
IN ADDITION, TREATMENT CONTROL 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 00 50. THE
FAILURE OF A BMP IND/CA TES IT WAS NOT AOEQUA TE FOR THE CIRCUMSTANCES IN WHICH
IT WAS USED. REPAIRS ANO 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 ANO BMP MAINTENANCE.
WEATHER TRIGGERED ACTION PLAN
THE: DEVELOPE:R SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE: ME:ASURE:5 TO
COMPLE:TEL Y PROTECT THE E:XPOSEO 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, WINO EROSION CONTROL, TRACKING,
NON-STORM WATER CONTROL, WASTE MANAGEMENT. ANO 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 NE:CESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED
WITHIN 48 HOURS ANO PRIOR TO THE ONSE:T OF THE PRECIP/TA TION.
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS ANO
SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BE:ST
MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE: STORED ON-SITE. AREAS THAT HAVE ALREADY
BEE:N PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR E:STABLISHEO
VEGE:TA TION STAB/LIZA TION BMPS AS OE:TERMINEO BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN~
AN AOEQUA TE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYME:NT OF "WEATHER TRIGGERED BMPS~
D:\DRAWING F'ILES\lllLE SHEElS\GRADING TllLE SHEET.DWG REVISED:01/05/16
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
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: .Q -.Q C: "l;J -., "l;J iii --0, 0 "l;J
C: "' C: 0 0 C: ~ ·E E C: E C: .Q -0 .s .s .Q -9-0 0 0
~ -., ., -:::;; "l;J "' 0, .§ ~ -.s ~ ::, c 0, -.... 0 §~ .s .s "' "' "' §! c;f 0 C: "' o-0, 2-.,
§ "' c§ G !!1 .Q £_ Best Management Practice* ., 0, <'1l .s a:, ii} t: a; ., C:
C: 0, "' ., "' ~ 0 .s (.)~ -·.; ., 0 --.s
~ -S ~ "' "l;J "' £ "l;J "' :::;; C: ., C: C:
(BMP) Description ➔ -2~ "l;J "' "VJ ., i 0, ., 0, a:, 0 C: C: C: c:, ::, !!1 -., "' ., -., ., ~ Q,) ~ 0 -0 Ji.£ .._ 0 -g~ "l;J "' 0 "' C: C: 0 0, ., ~~ " E §! 0, "' iii c:, a:, 0, Q~ c.., ., 0.2 ., ., -:::;; c:, 0, C: _E 0 ·"' "'
., 0
i....·~ ~
-~-~
"'6" -~ "' .._ -.g .,
b-£ "' " ~ Eal ~ ~ 0,---0, .lt-a.. e 0, 0 ., :S-~ ~ "U !!1
., ::, cg --== ~ .£ e -g te .._ 0, "l;J ., .._ --"l;J ., -"l;J 0 oO "' -~ -g. ., " ::,
..__ -g .._ -g 0 -g 0 ::::;~ CJ,)-~ 0 0 .._ 0 -., 0 .._ 0 Jj ~ rt ~]. --c: ., -o -0 :.:::: § "' C: ct~ ., ~ ~a V) Jl 6 ~ G (/) g -0, -o iit 0 ~u ~vi i -b}-8 ~~ :t: "' vj VJ .s VJ<>: a...o a.. VJ ell :::;;
CASQA Designation ➔ <'< .... r--.. CQ -"1 r--.. 0 <'< -"1 r--.. CQ -<'< "1 .... U) <o er, --.... "' <o co --I I I I I I I I I I I I I I I I J, J, I J, I I I I I I
c.., [;J c.., c.., [;J c.., bj bj bj bj bj bj bj bj I,: I,: VJ i i i i i i Construction Activity UJ UJ UJ UJ '2: '2: '2: '2:
X Gradina/Soil Disturbance X X X X X X X X X X X X X X
Trenchinn /Excavation
X Stockpilinq X X X X X X X X X X X X X X
Dril/inn IBorina
Concrete/Asphalt Sawcutting
X Concrete Flatwork X X X X X X X X X X X X X X
Paving
Conduit/Pipe Installation
Stucco/Mortar Work
X Waste Disoosal X X X X X X X X X X X X X X
X Staainn ILav Down Area X X X X X X X X X X X X X X
Eauiament Maintenance and Fuelina
X Hazardous Substance Use/Storaae X X X X X X X X X X X X X X
Dewaterina
X Site Access Across Dirt X X X X X X )( X X X X X X X
Other (/;st):
Instructions:
1. Check the box to the left of all applicable construction activity (first column} expected to occur during construction.
2. Located alon.9 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.
OWNER'S CERTIFICATION:
NAME OF PREPARER: ~DAN~I-U~VA~LO-EZ~-------
QUALIFICATION OF PREPARER· RCE 76074, QSD 21156
ADDRESS: COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE. SUITE 210
SAN DIEGO, CA 92131
PHONE NO.: (858) 831-0111
., -"' o-,. iii
., E -" ~ 0, oO
8~
CQ
I i
X
X
X
X
X
X
X
SITE
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY 78
CITY OF VISTA
PACIFIC
OCEAN
CITY OF ENCINITAS
SITE ADDRESS:
3950 GARFIELD STREET
CARLSBAD, CA 92008
APN: 206-012-06
AREA OF DISTURBANCE
AREA OF DISTURBANCE 6,600 S.F.
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRAFFI~ SOIL/GRAVEL PILE~ UTILITY
TRENCHES. BACKFILL CUTS AND SLOPE KEYWA YS)
CONSTRUCTION THREAT:
CONSTRUCTION THREAT TO STORM WATER QUALITY {CHECK BOX):
IXI HIGH □ MEDIUM
OWNER/APPLICANT:
NAME.· PAUL LABOUNTY -lB BEACH PROPERTIES, LLC.
ADDRESS: 1314 GULL CT. CARLSBAD, CA 92011
TELEPHONE NO.: 619 849 3878
EMERGENCY CONTACT:
NAME.· PAUL LABOUNTY -lB BEACH PROPERTIES, LLC.
ADDRESS: 1314 GULL CT. CARLSBAD, CA 92011
TELEPHONE NO.: 619 849 3878
I SH3ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
LABOUNTY RESIDENCE
3950 GARFIELD STREET
GR2023-0040 SWPPP TIER 2 TITLE SHEET
I SH4ETS I
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /24 DATE 42:{?~ 76074 6/30/2026 6/17 /24 >----+---+£-----------------+----+---+----+----I ~o=w=N~BY~,-~=□v=--=--=--=-~ ~--P-R-0-JE_C_T-NO-_-~ -□-R_A_W-IN_G_N_O~.
DATE DATE INITIAL DATE INITIAL DATE INITIAL CRHVWKDD BBYY:: ---CDP2022-0067 545-7A R.C.E./CERT. NO. UC. EXP. DA TE
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
MBI
Docusign Envelope ID: 95C42BC4-EE81-427A-8538-86C00EBF0DA1
7/30/2024
I •
• •
• •
ALLOW 2'-5' AT TOE OF SLOPEl
FOR SEDIMENT TO ACCUMULATE FILTER
FABRIC
2'-5'
HAY
BALE
6"-8"
STAKE
BACKFILL
4"-6"
FILTER FABRIC
STAKE
SEDIMENT
INSTALLATION
11 Ill 11 111 111 BACK FILL -=111
Ii'II TRENGTHENING
II
IITT=
KEY IN FILTER FABRIC A STAKE
MINIMUM OF 6' BELOW
THE GROUND SURFACE
AND 6 • ACROSS, THEN
BACKFILL WITH DIRT OR
GRAVEL
STAKE
ITT ITT ill=IIl=gj I I II I I I II
=II i'll1 II=
II =
ANCHORING
BACK FILL
DETAIL '
SILT FENCE INSTALLATION
NO SCALE
D:\DRAWING FILES\llllE SHEElS\GRADING TlllE SHEET.DWG REVISED:01/05/16
50' MIN
.,J;.r":: ~ I PROFILE PAVE"D
SURFACE
EXISTTNG GROUND REMAINING
l
20 'MIN.
T PLAN
PAVE"D
SURFACE
REMAINING
PROVIDE APPROPRIATE TRANSITION I GRAVEL STONE SHALL BE 1-.3 INCHES I 8£1WEEN STABILIZED CONSTR.
• ENTRANCE AND PAVED SURFACE
DETAIL '.5'
STABILIZED CONSTRUCT/ON ENTRANCE {PVT}
NO SCALE
BIFFY
DETAIL 'T'
TWO LEVELS OF
SAND OR GRAVEL
BAGS -ON£ BELOW
VISQUEEN, ONE
ABOVE
(TO CONTAIN
SPILLAGE)
SANITARY TO/LIN (BIFFYJ PROTECTION
NO SCALE BMP PLAN
GRAVEL BAGS
OVERLAP ENDS---
RUNOFF
GAP BETWEE,
CTS AS SP
DETAIL 'V
GRADE
GRAVEL BAGS BARRIER
NO SCALE
GRAVEL BAGS
OVERLAP ONTO
CURB OR SIDE ~ -------
RUNOFF
M
GAP BETWEEN BAGS
ACTS AS SPILLWAY
DETAIL 'W'
CURB OR SIDE
OF TRAVELWAY
FT MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS ON TRAVELWAYS
NO SCALE
DESCRIPTION
PROPERTY LINE
SILT FENCE
STABILIZED CONSTRUCTION ENTRANCE
GRAVEL BAG BERM/BARRIER
STOCKPILE MANAGEMENT
SANITARY WASTE
(PORTABLE TOILET)
MATERIALS DELIVERY AND STORAGE AREA
TEMPORARY TRASH/SOLID WASTE
STREET SWEEPING
LEGEND
STD DWG*
SE-1; OCT. 'R'
TC-1; DET. 's'
SE-6; DET. ·v;w·
WM-3
WM-9; DET. 'T'
WM-1
WM-5
SE-7
SYMBOL
N45'45'45"W -------~
WM-1
WM-5
(NO SYMBOL)
*STANDARD DRAWINGS (SE-5, WM-5, ETC.) CAN BE FOUND AT THE CALIFORNIA STORMWATER QUALITY
ASSOCIATION (CASQA) WEBSITE: https://www.casqa.org/resources/bmp-handbooks/construction
5 0
' -• --5 10 15 ,----, ____ '
SCALE: 1 "=5' DATE INITIAL
QUANTITY
90 L.F.
200 S.F.
80 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
I S4ET I
r
"
I 11'1
I
I
-I
11 AS BUILT"
RCE __ _ EXP. ___ _
REVIEl,IED BY:
INSPECTOR
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
LABOUNTY RESIDENCE
3950 GARFIELD STREET
DATE
DATE
I SH4ETS I
GR2023-0040 EROSION CONTROL & BMP PLAN
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /24 DATE
OWN BY: ~□~V __ PROJECT NO. DRAWING NO.
CHKD BY: __ _
RVWD BY: CDP2022-0067 545-7A
MBI
Docusign Envelope ID: 95C42BC4-EE81-427A-8538-86C00EBF0DA1
7/30/2024