HomeMy WebLinkAboutDWG 495-4A; CDP 15-42; CORBIN RESIDENCE; 01-04GRADING NOTES
(IN ADDl710N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARSLBAD
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 !HIS PLAN DOES NOT LESSEN OR WAI\IE" ANY PORllON OF THE
CARLSBAD MUNICIPAL COD£, RESOLUTION OF COND/llONAL APPROVAL, CITY
STANDARDS OR 01HER ADD/llONAL 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 !HE CORRECllON 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
CER71FICATE OF INSURANCE AS WELL AS ADD/llONAL INSURED '::NDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERM/TTEl:'S POLICY IN THE MINIMUM AMOUNT OF f!,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THCINSURANCE COMP4NY .. WR!llNG T~ POLICY .. Ml/ST
HAVE A. RATING OF "A""'.'" .OR BETTER AND A SIZE CATEGORY OF CLASS VII
OR. BETfr:R AS £$-TABLISH£1) BY"BESTS" KEY RA TINGGU/Df:, - -.. -..
6. NO WCRK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
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 THf 'NRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF Tl-IE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME Tl-IE PROPERTY or Tl-IE CITY UPON BEING
SIGNED BY 1HE CITY ENGINEER.
10. THE 0/~IGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDlnONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE or THE WORK BY THE
CITY.
11. ACCESS FOR f-lRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SHE AT ALL TIMES DURING CONSTRUCllON.
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 Tl-IE STA TE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
1J. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICA710N REGARDING
ADHERENCE TO RECOMMENDA llONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLl.£D GRADING
SHALL BE DONE UNDER Tl-/£ DIRECTION OF A PROFESSIONAL ENGINEER OF 1HE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIEW OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
• EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESllGA TION. DAILY FIELD COMPAC710N REPORTS WILL .3£ SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECO.fJS.1RUC1111fLM££111YJl..StlALL llE. HELD AT TH£..5/I£._P.8/0R . .LQ_JH£
BEGINNING OE W.ORK_.l!.Nfl.. SHA/ l __B£_AIJENDffi_B'f__ALL._REPH£SEfJIAJJY£S.
R.£$P<JNSIBLE FOR CONSTRUCTIONL INSPEC71QN,. SUPERVISION, TESllNG AND ALL_ OTHER
ASP£CTS OF THE WORK THE CONTRACTOR SHALL REQUESr A PRECONSTRUCT/ON
MEE7lNG BY CALLING Tl-IE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVF.(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCllON. THE CONTRACTOR WILL TI-IEN BE
CONTACT£D BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR TH£
PRECONSTRUC7lON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WfLL BE PROVIDED BY THE PROJECT INSPECIOR
AT lHE MEETING.
15. ALL !NSPITT!ON REQLJESJS_QTHFRJHA/1 _EOB. __ PRECQtlSJEJ.l.C.I/0.fi __ ME:EWG..J'llLL 8£.
MAflE. .... BY.._CALLIHG_ TH££NGJNEER/Nfl24=cHOOEL./NSP£CilQM_./?E.QU£ST. .LJN£_AL
(Z.@J...1..38-:J/i9L INSPECTION__BEOOESL MUST BE ..JlrCE/1/ED PRIOR TQ 2: 00 P.M.
ON THE DAY BEFORE THE /NSPEC7l0N IS NEEDED. INSPECTIONS WfLL BE MADE
THE NEXT WCRK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. !HE 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,
STAT£ AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS ANO REGULA llONS.
17. THE CONTRACTOR SHALL CONFORM ro LABOR CODE SEC710N 6705 BY SUBMITllNG
A DETAIL PLAN TO 11-1£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVIS10NS TO BE MADE
OF WORKER PROTECTION FROM lHE HAZARD OF CAVING GROUND DURING THE
EXCA VA 710N OF SUCH TRENCH OR TRENCI-IES OR DURING TH£ PIP£ JNSTALLA T/ON
THEREIN. 11-/IS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY TH[ CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF. THE PLAN VARJES FROJJTHE SHORING SYSTEM
$[!\@ARDS . __ ESIABl,,/$/Jf;Q_f:J'(__J]:IE_ QONSTRY.CJIQN_ . SAf(fY _ORDERS, TITLE.§.
CALIFORNIA. ADMINISJBAJIVE CO!)£. _THE _Pi,,_AN __ SHALL_ BE PREPARED_ BY A
8.EG/ST£8.EJ)_ ENGlNEER _ALlHE C.ONTRACJQ&s. _£)(/>£NS£. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCA VA rlON.
18. NO Bl.AS71NG SHALL 8£ PERFORMED UN11L A VALID BLASTTNG PERMIT HAS BEEN
OBTAINE:O FROM TH£ CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLA$71NG
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION;--OPEBATIONS __ WILL_ CEASE IMMEDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL 1HE PERMITTEE HAS RECEIVED WRITTEN AUTI-IORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERA 710NS CONDUCTED ON THE SITE OR ADJACENT TI-IERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE DR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCllON EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA/IONS SHALL BE. CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFFc:SITE HAUL.ROUTES _SHALL BE.SUBMITTED._.BY THE_CONTRACTOR TO It/(
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. . . . . .
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DE:POS/TED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
S..H.A!./.. BE 8ESPONSIBLE FOR ANY DEBRIS OR QAMAGE OCCVRRING ALON§ THE HAUL
f/_Ql)_TES .Q!L',OJACENT ST/?EETS AS A RE.SULT OF THE GBADJ!il,_Qf'.ERA TION.
2.3. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO ffiEES ARE
TO BE ;'/[MOVED UNLESS SPECIF/CALLY NOTED ON 11-/E 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 HAVE A
MINIMUM ONE PERCENT SLOPE.
25. 1HESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SEr OF
EROSION CON1ROL PLANS. EROSION CONTROL. SHALL Bf. 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 Cl TY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WI/HIN TEN (10) DAYS or THE 71ME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
2B. 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. 4-45""'.'BL , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROINA TE
THE WORK OF Tr/ESE GRADING PLANS WITH THAT SHOWN ON BOTH 11-1£ LANDSCAPE:
AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACC08DANCE WITH THE. LANDSCAPE MANUAL 71ME REQUIREMENTS.
.30. Wr!ERE AN EXISTING PIPE UN£ IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERA 710N, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR smE£T AREAS AND REPLACED WITH PROPERLY COMPACTED S0/1.S. IN OTHER
AREAS THE PIPE WfLL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
I'rlE Cl TY ENGINEER.
.J1. THE CONTRACTOR SHALL VERIFY 1HE LOCATION OF AU. EXISTING FACIU/IES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVIS/Dr, Of THE GRADING PLAN$ IF IT /$
FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
.32. THE CONTRACTOR SHALL N071FY AFFECTED UTILITY COMPANIES ($££ BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STAR71NG GRADING NEAR THEIR
FACILITIES AND SHALL COORDINA1£ THE WORK Yll1H A COMPANY REPRESENTA"IIVE.
UNDERGROUND SERVICE ALERT (800)422-41.33
SDG&E (800)411-734.J
AT&r (800)892-0123
TfME WARNER CABLE (760)4J8-7741
COX COMMUNICA1JONS (619)262-1122
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)4.34--2980
'CITY OF CARLSBAD(SEWER. WATER & RECLAIMED WA 7£R) (760)4.38-2722
'SAN DIEGU/TO WATER DISTRICT (760)633--2650
'LEUCADIA WAS1EWA 1ER DISTRICT (760)75J-0155
'VALLECITOS WATER DISTRICT (760)744--0460
'OUVENHAIN WATER DISTRICT (760)753-64-66
._,,UENA SANITA710N DISTRICT (760)726-1J40 x/JJO
*AS APPROPRIATE
JJ. PERMIT COMPUANCE 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:
8. 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 nNG ALL
GRADING IS COMPLETE, ALL EROSION CONTROL, SLOPE. PLANTING
AND /RR/GA 710N ARE INSTALLED IN CONFORMANCE Wl1H CITY
CODE AND JHE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(.J) REPORT FROM THE SOILS ENGINEER, lit-I/CH INCLUDES
RECOMMENDED SOIL BEARING CAPAC/TIE~: A STA 1EMENT AS TO
THE EXPANSIVE QUALITY OF 1HE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY JESTS. lHE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE YIITH TH£ REQUIREMENTS AND
RECOIAMENDA TIONS OU11/N£D IN THE PRELIMINARY $OIL$ REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WfI'r/ AS-BUILT GEOLOGIC PLAN, IF RE:QUIRED BY THE
CITY.
.J4. UNLESS A GRADING PERMIT FOR THIS PROJECT 1.5 ISSUED WITHIN ONE (1)
YEAR AFTER rr/E crrt ENGINEER'S APPROVAL, THESE PLANS MAY BE RE.QUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
.35. IN ACCORDANCE WITH THE CITY STORM WA JER STANDARDS, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "S1£NCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO 71-/E
SATISFACTION OF Tl1£ CITY ENGINEER.
"DECLARA 710N OF RESPONSIBLE CHARGE•
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOii' THIS PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER !HE DESIGN OF THE PROF.CT AS OERNEO IN SECllCN
670] OF ll/£ BUSINE:SS ANO PROFESSIONS CODE, ANO !HAT THE DESIGN IS CONSISTENT Willi
CURRENT STANDARDS:
i UNOERSTANO !HAT !HE CHECK OF PROJECT ORAMNGS ANO SPEClfiCAllC-NS BY THE CITY OF
CARLSBAD DOES NOT RELIEVE Al£, AS ENGINEER OF WORK, OF MY Ri:SPONS/BiLIT!ES FOR PROJECT
DES/6'N.
f7RM: BEN LUND ENGINEER/NC
ADDRESS: 27190 GRANITE RIDGE RD
art; STAIE ESCON0/00, CA 92026
TELEPHONE: 760--410-8171
,Jf)----l-. • I I l\ I
BY: _ .::-l;){,s/l::~2 _ ... OATE: 1J,vt,,(({t'
BENJAMIN R. LIJNO .
R.C.£ NO.: 65122 EXP!.RAllON DATE: 9/.J0/17
$OILS ENGINEER'S CER71RCA 7E
I, ERIN RIST, A REG/STEREO Cl'I/L ENGINEER OF TH£ STA iE OF CALIFORNIA, PR!Nl!PALL Y DOING
BUSINESS IN lf!E RElO OF APPL/£0 SOILS MECHANICS, HEREBY CERTIFY ll/AT A SAl,(PL!NG AND
S!IJDY OF THE SOil CONOillONS PREVALENT '/,/!HIN !HiS SITE WAS MADE BY ME OR UNOER MY
DIRECllON BtTliEEN fHE DATES OF 12/23/01 AND I0/30/14. Tit!'./ COPIES OF fHE SOILS
REPORT C(},IIP/LEO FROM lH!S S7l/OY, W!lH ./IY RECOMAIENOAT!ONS, HAS BEEN S/JBMIT!EO TO
THE OFFICE OF THE arr ENGINEER.
~'.~~
R.l.c. NO .. 65122c,I /
DATE: -.f)Lb/ft,_ -··--~
LICENSE £XPIRA770N DATE: 9/30/17
OWNER'S CERnBCAJ!
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ~ ;: PACT/ON AND STABILITY OF
THIS SiTE. IF THiS P,=, C E · PM£ IS ·"' BJECT TO A STATE:-
(QSP) HAS BEEN W/L ,_ A/NED O S VISE IMPLEMENTA7l0N OF
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DALE CORBIN AT 760-214-1129.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VA/LABLE AT ALL
71MES DURING THE RAINY SEASON. ALL NEC£SSARY MATERIALS SHALL 8£ STOCKPIL£D ON
SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUC710N OF TEMPORARY
DEVICES WHEN RAIN JS EMINENT.
.3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUC1JON
ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE
QUALIFIED SWPPP PRACTl710NER (QSP) SHALL UPDATE AND MAINTAIN THE WATER
POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE COND/llONS or 1HE PROJECT.
THE UPDATED WPC PLAN AND /JPDA TED SIWPP SHALL BE KEPT AT THE PROJECT SITE AND
MADE AVAILABLE. TO 71-/E CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE
ORIGINAL APPROvE:D SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT
AN71CIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE
QSP SHALL OBTAIN APPROVAL FROM 11-/E 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 SA 71SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY 1HE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. 11-/E CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA1£ A
HAZARDOUS COND/710N.
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 ENO OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (4-0%}. $/LT AND OTHER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WIIH .3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERM/NA noN OF HYDROSEEDEO $LOPE'i FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90:Z COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH S£CTION J5.02.3 or THE
~~Jift°~F ·t1f,Frf1£fENT CONTROL IJANDBOOK OF THE DEPARTMENT OF CONSERVA710N,
77::!.IPORARY EROSION CONTROL
PI.ANUNG AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANllNG 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 ST£EPER WHEN
rrlEY 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 I'riAN 6: 1 MIEN ANY OF THE FOLLOWING COND/llONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CGNSTRIJCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY Tl-/£ PARKS AND RE.CREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENnFIED BY THE CITY ENGINEER
11-/A T WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEOED AREAS SHAU. BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES 1HA T ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
{J. THREE TO EIGHT FEET IN lfE.IGHT SIJALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/fiOSE. BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GREATER THAN 8 FEET IN /-1£/GH T SIJALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION 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. 11-/E PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
.3. /RR/GA TION SHALL MAIN TA/N Tl-IE MOISTURE LEVEL OF THE SOIL A T THE OPTIMUM
i.EVEL FOR THE GROWTH OF 1HE HYDROSEEDED GROWTH.
C. HYOROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
{J, 20 lbs. PER ACRE or ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. .J lbs. PER ACRE OF E SCHOOL CIA CALJFORNICA
d. 4 /bs. PER ACRE OF ACHILLEA MILLEFOUA
e. J lb_s. PE:R ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCA T/ONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPI.IED ORY EITHER BY DR/LUNG
OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MA ff.RIALS SHALL BE TRANSPORTfD TO THE JOBS/TE IN
UNOPENED CONTAINERS WII'rf THE CALIFORNIA DEPARTMENT OF
FOOD AND AGRICULTURE CERT/FICA noN TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WET/ING AGENTS MAY BE ADDED TO THE.
IJYDROSEED SLURR{ AT I'r/E DISCRETION or THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RAT£ OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY 8£ SUB$71TIJTED, 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 INTO THE SOIL.
.3. FER71UZER CONSIS71NG OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, Yt!TH 15%
SULPHUR APPLIED AT THE RA !E OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSE£DED SHALL BE PREPARW PRIOR TO HYDROSEEDING BY.·
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b, HARROWING AREAS 6: 1 OR Fl_A TTER THAT ARE SUFFICIENTLY
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b
ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUIT ABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SA TIJRA TED SEED BED.
b. Tl-IE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
CITY OF OCEANSIDE
HIGHWAY-fiit l \
VICINITY MAP
NOT TO SCALE:
SHEET INDEX
1. TIT/£ SHEET -L£6'ENO & KEY MAP
2. GRADING PlAN
3. SltPPP Till.£ SHEET
4. EROSION CONTRiJI. PLAN
REFERENCE DRA Vt!NGS
CARLSBAD 01/C 215-6
CARLSBAD DIIG 445-8L
CARLSBAD owe U5-8A
SOURCE OF TOPOGRAPHY
RELO SUR',IEY PERFORMED BY 8EN LUND ENGINEERING BEGINNING ON
9/21/12.
PROJECT LOCATION
4398 YUKI LN
CARLSBAD, CA 92008
APN: 207-360-i2
DEvl;LQPER
NAM£· DAI£ CORBIN
ADDRESS: 2255 PRIMROSE A 1-t;
PHONE-760-214-1129
BENCH MARK
OE.5'CRIPT70N: IJ-10 MONUMENT
VISTA CA
LOCATION: CENlERL!NE OF 't/JK/ LANE AT END OF R£ll!RN
ELEVATION: 88.20 DA 7111.1: NGl/lJ 29
LEGAL DESCRIPTION
LOT 3 or-· PARCEL MAP 21144 IN !HE CITY OF CARLSBAD, COUNTY OF SAN
DIEGO, STATE OF CAl/FORNIA, F/1£0 IN THE OFRCE OF !HE COUNTY
RECORDER OF SAN DIEGO CO/JNTY JI/LY 28, 2014. RL£ NO 2014-0311270
OF OFRCIAL RECOR!JS.
EARlHWORK QUANT/71£S
cur.,
Fill:
EXPORT:
REMEDIAL.·
0 CY
0 CY
0 CY
50 CY
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF !HE CONSTRUCTION OF ALL CUTS ANO RLLS. REMEDIAL GRADING.
DRAINAGE FAClllllt:s; EROSION CONTROL FACILITIES. ANO PLANTING OF PERMANENT LANDSCAPING AND
PREPARA TJ0N OF AS-BUil T GRAOJNG PLANS. AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOIW OR
REQUIRED ON THIS SET OF PLANS ANO lHE C!TY STANDARDS. SPEC/f7CAT!ONS, R£0U/R£MENTS, RESOLUTIONS
ANO ORDINANCES CITED ON THESE PLANS. ll/E GRADING i'IORK SHALL BE PERFO//MED IN ACCORDANCE MTH
lf!E FOilOIHNG DOCUMENTS, CURRENT AT ll/£ TIME OF CONSlR/JCllON, AS DIRECTED BY !HE arr ENGINEER.
f. CARLSBAD MUNICIPAL COO£
2. CITY OF CARLSBAD EN61NEERING STANDARDS
3. !HIS SET OF PLANS
4. RESOLUTION NO. 1173 OA TEO 7/6/2016
5. ll/E STANDARD SPEC/RCA TIONS FOR P/Jlll/C WORKS CONSll?UCT!ON {GHEEN BOOK).
b'. SOILS REPORT ANO RECOMMENDATIONS BY ENGINEERING DESIGN GROUP DATED 12/23/2004, ADDENDUM
1 DA TED 5/26/2005, ADOENOU!.I 2 OA TED 8/15/2008, AOOtNOUM 3 DA TEO f0/18/2005, UPOA TEO
REPORT DA!ED !0/30/2013, ROUGH CRAIJ!NG AS-GRADED REPORT DAlEO t/2J/20!5.
1. lHE SAN DIEGO REGIONAL STANOARO DRAltlNCS AND AS MAY 8£ UOIJ!RED BY !HE CITY OF CARLSBAD
STANDARDS:
EN'lfRONMENTAL APPROVAL OOCUME!/TS DATED 6/28/2016.
STORUWATER POLLUTION PREVENTION PLAN PREPARED BY BEN LI/NO t7'1CIN££RING DATED 6/29/2016
SW NO. lfi-302 (WOID 1'01)
STOR!.IWATER MANAGtMENT PLAN PREPARED BY BEN LUNO ENGINEERING OA!EO 7/27/2016 SIWP NO.
16'-24
II. CALIFORNIA STORM WA TE'R QUALi TY ASSOC/A !ION BMP CONS!RUC770N HANDBOOK AND CAL TRANS
CONSTRUCT!ON SITE BMP MANUAL
LEGEND:
DESCRIPTION STD DWC SYMBOL
SUBOl'lfSION 80/JNOARY
LOT LINE
--------
EX CONTOUR
EX WATER MAIN
EX SEllfR MAIN & A.H.
EX STORM DRAIN
EX RRE H'fTJRANT
EX STREET LICHT
EX Cl/RB &-GUTTER
EX FENCE
EX S/OEll'All(
£X BROW OITCH
EX SEllfR LATERAL {CITY owe S-7}
.,ORSO 0--75
EX I' WATER SER'IICE &-PROPOES[D lllhW DWG W-3A
1• METER W/ 1• DCV
EX b'' PVC STORM ORA!N
EX WOOD FENCE
EX TIP£ A CURB {JI.Jll.ET
EX !2"x!2" BROOKS BOX
EX RIP RAP
RETAINING WALL
PCC OWY STRIPS
OGOWY
SIJRSIJ D-25
S'DRSO 0-40
SORSO C-2
il
"' X i,.~--;
-· --~ ·---
---_,i_ --------
' -
' I__ -----
.-----~
i i
SEP 2 0 ZOi6
POST-CONSTRUCTION BMP TABLE
-:.::-
.
QUANTITY
1 EA
60 SF
1,994 SF
J,135 Sf
STORMWA !ER REClUIREM£NlS ll/A T APPLY'
[7 STANDARD STORMWATER REOIJIREMENTS
~ PRIO//ITY PROJEC/' R£0/JIREIJENTS
EX&PT FROI.I H'rlJROl,fO(}/RCA T!ON?
~ YES (SE£ SHUP FOR OOCUME.NTATlONj [--=:J NO
rtP£ lJ£SCR!Pl!ON OIIW£RS1-IIP
LID ROOF DRAIN TO CORB!,V LANOSCAPINC
UD PERV!OU'i CORRW PAVEMtNT (DG)
TOTAL LOT AREA -0.44 ACRES
TOTAL DISTIJRB£0 AREA = 0.26 ACRES
(lHISJAREA INCLUDES BUT IS NO/' LIU/TED TO OFf'-SI/E
WOf/tcJNClUDING PUBLIC IMPROVEMENTS ANO TEMPORARY
OIS71JRBANCE SUCH AS ',EHlltE AND EOUIPMENT STAGING
AREAS. CONSTRUCTION WORKER FOOT TRAFf7C. SOIL/GR A W:L
PILES, !JTIUTY TRENCHES. BACKRll curs AND SLOPE
KEYW4!$)
l ' TOTAL REPLACED 1/IPERVIO/JS AREA = 0 SF
TOTAL PROPOSED /IJPERII/OUS AREA = 4,866 SF
I
UA!NlENAHct:
AGREEMENT
l11/A
N/4
SI-IEETNa
2
.?
MAINTFNANCE
FRE(l(JENCY
ANNUAL.LY
"AS BUil T"
RCEc·. __ _ EXP._. ___ _ DA1E
REVIEWED BY:
INSPECTOR DATE
SHEETS
RE.GULATED~-WPPP, I ' E), 'AL AGRE. A QU ' D SWPPP PRAC71T/ONER
THE SWPPP IN CO . "'TH TH // .. IA CONSTRUCTION ORDER AND
"'"'~"~ ( ..... ···~~ ,,.,Jpfd/ GROWTH.
HYDROSEEDED AREAS $HALL BE MAIN TA/NED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
Tl-IE PROJECT IS PERMANEN1L Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
11-/E PERMANENT LANDSCAPING, UN rtL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED. ------.
4
7 S CE OF TOPQGRAPHY
TOPO(',RAPHY SHOM/ ON !HES£ PLANS WAS GENERA fED BY RElO MEASUREMENT ME!HOIJS fR(JI,{
INFORMATION G'All/EREO ON 9/21/12 BY BEN LUND ENGINEERING ANO APPRO'IED BY CARLSBAD FDR
SUBDIVISION. TOPOGRAPHY Sf-/Oml HEREON CONFORMS iO NA l/ONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
!HIS PROJECT IS lOCA TED /lfl!i!N ASSESSORS PARCEL NO 2fJ1--.J60-55
T!i£ CALIFORNIA COORDINATES (NA08J} OF !HIS PRO/EC/' ARE-N 1999700 £
62.12800
-~ ··-+---<~-----------------1-------1---+·--.f-----l /}
f-----1----+~·-------------------1----.,__ --il--•---+--1 APPROVED / / , /J.r7 JASON S. GELOERT 1/;: 1
~·----t'---t----------------------1---+· ---+----1----1 ✓.: /,-.,, ./ v t111 ) 2-91 l6 _
! ~ C!TY ENGINE_T,s PE-13912 EXPIRFS 9/30/16 D. ], j / 1----1-----+~------------------+----f--··· ··-+----1------l !.:;::::::;:::::::;z"';::"::::::~=====:::::'.::=::::::;:;::::.::::~:::::=~
. ___ ,___ __ _,_,01..~.1~·~--------------+----!------f------1--~ ,-CATE -DWN BY: -. ..ERJ.___ PROJECT NO. DRAWING HO. J]1~ir~JLUND ENC>NEER o~N1;;;K REVISION DESCRIPTION DATE iN,nAL DATE INITIAL CHKD BY: . .Jlfil.~ /'nD 15-il'2 An1::_4.' A
E N G l N E E R ! N G L _____ L _______________ ..1-0::.''.:.HF::._R.:.A::.P.:.PR.:.:,O.:.:VA.::L.1....:':~tf:.:.Y.:..A:..PP.:_R::::O.::VA::::J ..L::::R::V::W::D::8::Y::: =-8=' .R=.lL=~=J=-=•==1,,=,v=,,,-===="'==::::=.,.=J=•v==...,:::::'..
777W GRANl{F RIDGE, 12026 .. (76'0) ,f.J() 817! -BENRUJNlilJG'/JA/1.COM
/ .-:r
L
~ J.J''---,-----, ,O'
___ __Jf
2/'
8.8'• __ _.JI
EX D-75 __)\ l___r: I
4'1/3' PCC/AB
ROW
TYPICAL SECTION: NOT TO SCALE DRIVEWA y
EX WOOD FENCE
,l
4.5'
EX REINFORCED
CONCRETE WALL
:
EX 6" PCC PA .· : . COMPACTED DC/IEMENT 0/IER 8 , · :
-..:.T....!.Yi.!..P.!..l~CfjA!bL~Sij[~C~TIB~~s~~~:_JY1({U/.iK~/{__l. i\U~iN;irEiE-J CURB: c-1 SIDEWALK
NOT TO SCALE
WALL PER
C-2
SECTION A
NOT TO SCALE
. ~IA•••••• PHQN!?." .. • .,2089 FAX,; it v 60) 838-,3<ilf ' 60> #J0~1•n
r@
I
A
\ \
£XSW
27790GRANIT£R/O ~rENLUND Gl; 92026 -(760' 4 N G I N E E R I N c 10-8171 G -BENRUJNDliCMA/l.COM
/
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
XREFS: CORBIN-' 'Tl v ; CORBIN--7UD _; CORB:N-B ASE; CCRBIN-IJAP · : CORBl~-TOPO ; C0R31N-GP00
RCE
REVIEWED BY:
INSPECTOR
0 10'
c----
20' 40'
i. ••••• ~
"AS
EXP,
CRAPf!IC SCALE
I ; 20'
BUil T"
DATE
DATE
I SH2ET I CITY OF
GRAD/NC PLANS ~NGINEERING ~~~!~AD
OR:
I SH4TS I
CITY ENG
DWN B .
CHKD BY·
RVWD BY:
RRI
BRI ((.l
BRL (lL
CORBIN HOUSE
JASON S. GELDERT
EXPIRES g JO 16 ~ '2-r /{
PROJECT 6A TIY NO. CDP 15-42 DRAWING NO 495-4A.
STORM WATER POLLUTION PREVENTION NOTES
GENERAL SITE MANAGEMENT REOU/REMENTS
"fl-IE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO
"fl-/ROUGHOUT "fl-IE DURATION OF "fl-IE CONSTRUCTION WORK {YEAR ROUND).
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT.· DALE CORBIN {OWNER) AT
760-214-1129
2. DEl1CES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
W/"fl-lOUT "fl-IE APPROVAL OF "fl-IE ENGINEERING INSPECTOR.
3. "fl-IE CONTRACTOR SHALL RESTORE All EROSION CONTROL DEl1CES TO WORKING ORDER
TO "fl-IE SATISFACTION OF "fl-IE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
4. "fl-IE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY "fl-IE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
CIRCUMSTANCES WHICH MA Y ARISE.
5. "fl-IE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS
CONDITION.
6. GRADING AREAS AROUND "fl-IE PROJECT PERIMETER MUST DRAIN AWAY FROM "fl-IE FACE
OF SLOPE AT "fl-IE CONCLUSION OF EACH WORKING DAY.
7. All REMOVABLE PROTECTIVE DEl1CES SHALL BE IN PLACE AT "fl-IE END OF EACH WORKING
DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {4DX). SILT
AND O"fl-/ER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. All GRA lfl. BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE.
9. All EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY
INSTALLED. "fl-1/S 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 PROl1DE sumctENT PROTECTION FROM RUNOFF
DURING RAIN EVENTS.
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
13. A MINIMUM OF 125% OF "fl-IE MATER/Al NEEDED TOO INSTALL STANDBY BMPs TO
PROTECT "fl-IE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES,
MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED
TO BE "EXPOSED" FOR PURPOSES OF "fl-1/S REQUIREMENT.
14. "fl-IE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION
PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF
"fl-IE SITE W/"fl-1/N 48 HOURS OF A PREDICTED STORM EVENT {A PREDICTED STORM EVENT
IS DEFINED AS A 40¾ CHANCE OF RAIN WITHIN A 5-DA Y NA T/ONAL WEA "fl-lER SERl1CE
FORECAST}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF
OF "fl-1/S CAPABILITY.
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED. "fl-IE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON "fl-IE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES "fl-IA T
HA VE BEEN COMPLETED.
16. THE AREA "fl-IA T CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS
LIMITED TO THE AMOUNT OF ACREAGE "fl-lAT THE CONTRACTOR CAN ADEQUATELY PROTECT
PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED.
IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT
ARE NOT COMPLETED, BUT ARE NOT ACT/lfl. Y 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 H OR MORE DA Y.5: THE ABILITY
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS 1II}I sumCIENT. BMPs NEED TO BE
INSTALLED IN "fl-/ESE AREAS.
18. BMPs MUST BE STOCKPILED AT VARIOUS LOCA T/ON "fl-lROUGHOUT THE PROJECT SITE
"fl-/ROUGHOUT "fl-IE YEAR. WHENEVER THERE IS A 40% CHANCE OR CREA TER OF A RAIN
WITHIN A THREE {3} DAY FORECAST, THE INSPECTOR Will VERIFY "fl-IA T 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 /WRK NOUCE OR OTHER
ENFORCEMENT ACTION.
19. All TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND
PRIOR TO A FORECASTED RAIN EVENT OF CREA TER THAN 50¾, AND AFTER A RAIN EVENT.
IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED "fl-/ROUGHOUT
"fl-IE YEAR.
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED
OR REPLACED Wl"fl-1 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 "fl-/EREFORE PUT A MORE ROBUST Bl.IP
MEASURE IN PLACE.
21. All CONSTRUCTION EMPLOYEES MUST BE TRAINED ON "fl-/£ 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 "fl-IE 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 NA T/ONAL WEATHER SERVICE}, IN ADOtnON TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING,
NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL WEA "fl-lER SERVICE FORECAST SHALL BE MONITORED AND USED BY
THE DEVELOPER ON A DAILY BASIS. IF PRECIP/TA TION IS PREDICTED ( 40¾ CHANCE OF
RAIN), THEN "fl-IE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED
Wl"fl-1/N 48 HOURS AND PRIOR TO THE ONSET OF "fl-IE PRECIPITATION.
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND
Sil T FENCES. A MINIMUM OF 125% OF "fl-IE MATERIAL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICES MEASURES TO PROTECT "fl-IE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS "fl-IA T HA VE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA T/ON OR ESTABLISHED
VEGETATION STAB/LIZA T/ON BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN~
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "WEATHER TRIGGERED BMPS~
178.R 2 CITY STORM WATER POUUTION PREVENTION PLAN (TIER 2 SWPPP)
SW16-302
CITY OF OCEANS/OE
HIGHWAY
EROSION CONTROL HYDROSEEDING. PLANTING AND !RR/GA TION
1. 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 "fl-IE FOLLOWING:
A HYDROSEEDJNG SHALL BE APPLIED TO:
1 All SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY AR£·
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC
WALL OR STREET.
b. All SLOPES 4 FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLATTER "fl-lAN 6: 1 WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST.·
a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCT/ON OR
GENERAL LANDSCAPING} WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY "fl-IE PARKS AND RECREATION DIRECTOR AS
HIGHLY 11SIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B HYDROSEEDJNG AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH "fl-IE
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 /OOX COVERAGE
b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROl1DING 100% COVERAGE.
2 AREAS SLOPED LESS "fl-lAN 6: 1 SHALL BE !RR/GA TED AS APPROVED BY
"fl-IE CITY ENGINEER, PRIOR TO HYOROSEEDING. THE DEVELOPER SHALL
SUBMIT A PROPOSED SCHEME TO PR011DE /RR/GA TION TO THE CITY
ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE
NUMBERS, T'fPE, AND COSTS OF THE ELEMENTS OF "fl-IE PROPOSED SYSTEM.
3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GRADING OF "fl-IE HYDROSEEOED GROWTH.
C HYDROSEED/NG MIX SHALL CONSIST OF All OF "fl-IE FOLLOWING:
1 SEED MIX SHALL CONSIST OF ND LESS "fl-lAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs PER ACRE OF ZORRO FESCUE
c. Jibs PER ACRE OF £ SCHOOL CIA CALIF ORN/CA
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 MAY BE OMITTED ON
VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
STRUCTURES.
h. ITEM a OF "fl-1/S SUBSECTION MUST BE INOCULATED Wl"fl-1 A
NITROGEN FIXING BACTERIA AND APPLIED DRY El"fl-/ER BY
DRILLING OR BROADCASING BEFORE HYDROSEEDING.
i. All SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE
IN UNOPENED CONTAINERS Wl"fl-1 THE CALIFORNIA DEPARTMENT
OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO,
OR PRINTED ON SAID CONTAINERS.
j NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO "fl-IE
HYDROSEED SLURRY AT "fl-IE DISCRETION OF THE CONTRACTOR.
2 T'fPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER
ACR£ T'fPE 6 MULCH {STl?AW) MAY BE SUBSTITUTED, WHEN ST/?AW JS USED,
IT MUST BE ANCHORED TO "fl-/£ SLOPE BY MEGHAN/CALLY PUNCHING NO LESS
THAN 50% IF "fl-IE ST/?AW INTO THE SOIL.
3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 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 HYDROSEED/NG:
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
2 AREAS GRADED FLATTER "fl-lAN 6: 1 WHEN ANY OF THE FOLLOWING
CONDITIONS EXIST:
a. ADJUSTING "fl-IE SURFACE SOIL MOISTURE TO PR011DE A DAMP
BIT NOT SATURATED SEED BED.
b. "fl-IE 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
HYDROSEED/NG 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 .fNl!J. SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
3. SHOULD GERM/NATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES {90% COVERAGE} PRIOR TO OCTOBER 1, THE SLOPES SHALL
BE STABIUZED BY AN APPROPRIATE EROSION CONT/?Ol MA TT/NG MATER/Al APPROVED BY
THE PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE ACCOMPLISHED ON All SLOPES AND PADS AS REQU/RW BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT
OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
5. "fl-IE OWNER/APPLICANT SHALL ENSURE Tl-IA T All CONTRACTORS SHALL
COORDINATE THE WORK OF THIS CONSTRUCT/ON SWPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
i -------------
, BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE i
Best Management Practice*
(BMP) Description ~
Erosion Contro/
BMPs
·1-
, I 1
Sediment Contro/ BMPa
---,--
§
"' CI)
"' 0,
"is 0
Ge: Ct,
:. ~
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"' "' " "' I
bj I bj I bj I bj
c:, -I bj
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Contro/ BMPs
" :2 u :,
L ~ "' " 0 u
i::, >-
"' 0 ~:,;:
·-i::, -0 0 -2 0 v') Ge:
-"' I I ~ ~
Nan-Stam Water
M8naglJment BMPs
" ,S, ~ !;;
L '" "' g "' u ~
1.....'-i:J
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-"' " "' I I I I ~ V)
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Wnte Management and Mafsrlals
Pollutlon Control BMPs
I ~ " " " '" i::,
0 E " '" 0 "' c" 0, ~ '" 0 " "' ~ .~ " .S> 0 "' "' 0 ~ ~ "'~ o~ " "' "" " "' " " "" ~ c:, ::, 1' ~"' "' "' "' "' ~~ :, E '" E :§ & :-§ "" L-0 "' ~"' l1-a.. 2 '" T: '" ~ '" L 0 L i::, 0 0, L 2 u ~ 0 0 uo ~o 0 ;:::;: C: :.::;: § [:: § § § "~ " ~ ~8 <ii "" "" v') "" v')
::t: "" u"" -"' "' "" "' "' "' '
I
I I I I I I I i i i i i i i
CASQA Dss/gn8tion ~
ConslllJclion Aclivily
e Grading/Soi/ Disturbance --·i----------+--------t-----t---i -,-----j----j-+--+--+~f---+-t----+--+-f---c-+-f---+---+---+-----i--+---+--+--+-----i---l-• • • . . ;
I • • • '
• Trenching/Excavation • • • • Stockpi/ina
'
l
Drillinn IBarina , ' I
Concrete/Asphalt Sawcutt_in~g_ -----+--, __ =• -~---LJ, • I ___ l_+-+----t·==-' -t---=--
• I Concrete Flatwork ---t----+ , , ~ l ----r---· --j--j-------• • • • re lePavin-g -----------I • • ' I ----• • • • • • '• Conduit/Pipe Installation • I •
· • Stucco/Mortar Work • • • • • • • • • • • • • • • • • Waste Disposal • 1
1 • -+--~~-------~t---+-t---~-t----,-~-j----------t---i ------i--• • • -~ --• • ---+--+-• • ~_J_tagir,gjbay Dawn _Area __ _ •1 Eauioment Maintenance and Fuefina • -t-,--+ ---+-----c----1--1---i-----· --t----t --+--+--• • • • • ---
• Hazardous Substance Use/Storaae ! i
b_Q_ewatering _______ ---i------____ --1 --i---t----~'· --+--'--+--+--l--+-t-----t-+--~f---+-t----1--+-t---+-+---+--+--1-__ -!• Site Access Across Dirt ~ -+---t __
1
__ ~'-t-----~rr-__ --H---+-_---t--+--~ -+---___ -,-•---t----t -+----1--+-1----I --1-------+---__
I -I -----
1 Othe(~G~lis~t)_: __ __ __ --~-___ __ -~-_ l_ __ c_ ___ ~--L -~~-~-~--~~
DESCR/P TION
SE-/, SILT FENCE
SE-6, GRAVEL BAG
LEGEND
SYMBOL
--o~--t□J----
TR-,. STABILIZED CONSTRUCTION ENTRANCE u-T~
NS-8, VEHICLE AND EQUIPMENT CLEANING NS-8
NS-9, VEHICLE AND EQUIPMENT FUELING NS-9
NS-10, VEHICLE AND EQUIPMENT MAINTENANCE NS-10
WM-1, MATERIAL DELIVERY AND STORAGE WM-1
WM-2, MATERIAL USE WM-2
WM-5, SOLID WASTE MANAGEMENT WM-5
OWNER'S CERT/FICA TION:
I UNDERSTAND AND ACKNOWI_EDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES
TO 'THE MAXIMUM EXTENT PRACTICABLE TO A VOID "fl-IE MOB/LIZA T/ON OF
POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM
WATER TO CONSTRUCT/ON RELATED POLLUTANTS; AND (2) ADHERE TO, AND
A T All TIMES, COMPLY WITH "fl-1/S CITY APPROVED TIER 2 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL "fl-IE
CONST/?UCT/ON WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.
DALE CORBIN cind De,bro... CJ1rbr I,
7§11(/_, ~ /,91:,/16
'O'IH'IERSIGNATURE DATE
VICINITY MAP
NOT TO SCALE
SHEET INDEX:
SHEET 3: TITLE SHEET
SHEET 4: EROSION CONTROL PLANS
APN:
207-360-55
SITE ADDRESS:
4398 Yuki lane
Catfsbod, CA 92008
AREA OF DISTURBANCE
AREA OF DISTURBANCE 11,520 SF
CONSTRUCTION THREAT:
CONSTRUCTION THREAT TO STORM WATER QUALITY {CHECK BOX}:
□ HIGH 181 MEDIUM
OWNER /APPLICANT:
NAME: DALE CORBIN
ADDRESS: 4398 YUKI LN, CARLSBAD, 92008
TELEPHONE NO.: 760-214-1129
EMERGENCY CONTACT:
NAME: DALE CORBIN
ADDRESS: 4398 YUKI LN, CARLSBAD, 92008
TELEPHONE NO.: 760-214-1129
I SHJEET I CITY OF CARLSBAD I SHE4ETS I .-------------------------------1 ENGINEERING DEPARTMENT
WM-9, SANITARY/SEPTIC WASTE MANAGEMENT WM-9
CONCRETE BROW DITCH ~ ~ ~
SE-6, GRAVEL BAG ------E------<e--
NAME OF PREPARER: BENJAMIN R. LUND
QIJALIFICA T/ON OF PREPARER: RCE
ADDRESS: 2 7790 GRANITE RIDGE RD
ESCONDIDO, CA 92026
PHONE NO.: 760--110-817!
~\N R. ~ <e-
f:j 6
No. C68849
EXP. 9/30/17
CIVIL
STORAIWA'TEJ? POI.LUllON PRE~llON PLAN 71£1? 2 FOR:
CORBIN HOUSE
llllE SHEET
APPROVED JASON S. GELDERT
EXPIRES 9 30 16 ,;} ~z------DWN BY: BRL PROJECT NO. DRAWING NO. BENLUND ,~ '.,-~~--C6lIIH9 9/.10/17 9/19/16 CHKD BY: BRl~ /\nD 15 4.'" 4,n'5-4,'A
ENGINEERING L-====2SQYA~llll/£~======-_J~t£-aE.[:/CER~[r.~N0.[_-=::]11C.[EXP.~.~OA~TE[::..._::~OA~lE/E::J..:::R:::V:::W::D::::B:::Y:::::::B::R;:_:=~==1.,::'/A::'r====,t;::::::::::::::::J:;:::,:::::::>"1::::.J
27790 GRAN/lE RIDGE, 92026 -(760) -,10-8171 -BENRLUN0l!iGl,IA/LCOM
XREFS: CCR31~-roPO: CORBIN--1.!AP: CORB,.~-BASE
TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
I. SET POSTS ANO EXCA VA It A 4
BY 4 IN (10 BY 10 CM) TRENCH
UPSLOPE FROM ANO ALONG THE
LINE OF POSTS
1 10' MAX---J
J. ATTA CH THE: FIL TER FABRIC TO
THE: WIRE FtNCE AND EX/tND IT
INTO THE: TRENCH
2. STAPLE: WIRE FtNC/NG TO
THE POSTS
4. BACKFILL AND COMPACT THE
EXCA VA /ED SOIL
SILT FENCE
NTS
PUBLIC RIGHT
OF WAY
12" MIN. :n,,.i'linwr lf'"'''
2" MINUS ROCK BRIC
EX/SllNG
GROUND
PROFILE
PLAN
1-1/2''
CRUSHED
ROCK
PUBLIC RIGHT OF WAY
PROVIDE APPROPRIA It TRANS/llON
BETWEEN STABILIZED CONSTRUCllON
ENTRANCE ANO PUBLIC RIGHT-OF-WAY
STABILIZED CONSTRUCTION ENTRANCE
NOTE: INSTALL FIBER
ROLL AL ONG A LEVEL
CONTOUR
NTS
12" MIN
FIBER ROLL
NTS
FIBER ROLL
4" MIN.
3/4"x3/4" WOOO STAKES
MAX 4' SPACING
,\ ' .
\
. \ ~ '·0? ' ' . ' ' .
LIMITS OF
WORK
~
~"\N R. ;1 tii#~ <~
UJ ,[)\ C,
No. C68849
EXP. 9/30/17
C/V\\..
*""ii}it,
'' ''''"'""'
BIE~LUND
ENGINEERING
27790 GRANITE RIDGE, 92026 -(760} 410--8171 -BENRLUNDfX!.IA/L.C0/1
0 /0' 20'
GRAPHIC SCALE
!" = 20'
40'
I SH4EET I CITY OF CARLSBAD I SHE4ETS I
ENGINEERING DEPARTMENT
EROSION CONTROi. PLAN FOR:
APPROVED
DWN BY: SRI
CHKD BY: BEL~
RVWD BY:~
CORBIN HOUSE
PROJECT NO. DRAWING NO.
CDP 15-42 495-4A ~--------•~---~
XREFS: CORR1N-TOPO; CORBIN-MAP; CORBifJ-8/,SF: