HomeMy WebLinkAboutDWG 479-3B; MS 13-02; KING PROPERTY - BUENA VISTA COLONY; 01-06I
GRADING NOTES
(IN ADDITION TO · THE REQUIREMENTS OF CHAPT[R 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVE:D BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DO[S NOT LESSEN OR WAIVE: ANY PORTION OF TH[
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 OISCOVE:REO.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR [NGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY £NG/NEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
P[RMITTE['S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE or LIABILITY. TH[ INSURANCE COMPANY WRITING THE POLICY MUST
HA VE A RA TING OF "A " OR B[TTER AND A SIZE CATEGORY OF CLASS VII
OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
6. NO WORK SHALL BE COMMENC[D UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND 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 THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TH£ TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. TH£ 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 FIR£ AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SI TE 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 RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL [NGIN[[R OF TH[
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 SPEC/FICA TIONS ANO TH[
" EARTHWORK SPECIFICATIONS " ATTACHED TO TH[ PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPEC0TOR.
14. A PR[CONSTRUCTION MEETING SHALL BE HFI D AT THE SITF PRIOR TO TH[
BEGINNING Of WORK ANQ SHA{ I Bf A TT[NQ[Q BY Al I R[PRFS[NTA TIVFS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
A;;E'[CTS Of THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PR/OR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE ANO TIME FOR THE
PR[CONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. All INSPFCDON RFOIIFSTS OTHFR THAN [OR PRFCONSTRUCTION M[FTING WIii BF
MADF BY CAI I ING THF FNGIN[FRING 74 HOUR /NSPfCTION RFQUFST I INF AT
(760) 438 3891. INSPFCDON REQU[ST MUST BF RFCFIVFD PRIOR TO 2: 00 PM
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FUU WORK DAYS LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
$HALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR COO[ SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH. TRENCH OR TRENCHES OR DUR/NG THE PIPE /NSTALLA TION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH ANO APPROVED BY TH[ CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARI($ [ROM THF SHORING SYSTFM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERFD £NG/NEER AT THE CONTRACTORS FXPFNSF A COPY OF TH[ 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 TH[ SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEOIA TEL Y. AND THE
PERM/TT[[ WILL NOTIFY TH[ CITY [NG/N[[R. OPE:RATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEJVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH[ SIT[ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO 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 HOUOA YS. (A UST OF CITY
HOLIDAYS IS AirAILABL[ AT TH[ [NG/NEERING DEPARTMENT COUNTER.)
21. ALL OFF SITE HAUL ROUTES SHALL B[ SUBMITTED BY THE; CONTRACTOR· TO THE
Cl TY ENGINEER 'FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THF CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF TH[ 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 ANO DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS AR[ SUBJECT TO A SIGNED ANO APPROVED SWPPP ANO/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED
BY TH[ CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL B[ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SIT[ SHALL BE LEFT IN A NEAT ANO
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 TEO, STABILIZED, PLANTED ANO/OR HYDROSE[OEO
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. N./A AND/OR AS DIRECTED BY THE CITY
[NG/NEER OR PLANNING DIRECTOR.
O:\DRAWING FILES\TITLE SHEETS\GRADJNG tJTLE SHEET.OWG REVISEC:01/05/16
------------,-~--------------·------•II,_
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONT/ACTORS SHALL COORD/NA T[
THE WORK OF TH[St GRADING PLANS WITH THAT SHOWN ON BOTH TH[ LANDSCAPE
ANO /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK /N ACCORDANCE 'MTH TH[ LANDSCAPE MANUAL TME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDON[) AS A R[SUL T OF TH[
GRADING OPERATION, IT SHALL BE REMOVED WITHIW TWENTY FEET OF BUILDING
OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS TH[ PIP[ WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
TH[ CITY [NG/N[[R.
31. TH[ . CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND ANO UNDER GROUND ) WITHIN THE FROJECT SITE SUFFIC/ENTL Y
AHEAD OF GRADING TO PERMIT THE REVISION OF 'HE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CON,'LICT WITH THE PROPOSED
WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARYNG GRAD/NG NEAR THEIR
FACILITIES ANO SHALL COOROINA TE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)411-7343
AT&T (800)892-0123
TIM[ WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (619)262-1122
CITY OF CARLSBAO(STRE[TS & STORM DRAIN) (760)434-2980
'CITY OF CARLSBAO(S[WER, WATER & RECLAIMED WATER; (760)438-2722
'SAN Dl[GU/TO WATER DISTRICT (760)633-2650
'LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLEC/TOS WATER DISTRICT (760)744-0460
'DLIVENHAIN WATER DISTRICT (760)753-6466
'BUENA SANITATION DISTRICT (760)726-1340 x/330
*AS APPROPRIATE
33. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANr HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK /N PROGRESS {15.16.120 A.8/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO Ti£ CITY ENGINEER VIA THE
PROJECT INSPECTOR /15.16.120 A.10/ CARLSEAO MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRAD/1\G ENG/NEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
ANO /RR/GA TION ARE INSTALLED /N CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OB7AIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPAR1\fENT).
(2) AS-BUILT GRAD/NG PLAN.
(3) REPORT FROM THE SOILS ENG/i/EER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPAC TIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF TH[ SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. 'HE REPORT SHALL ALSO
INCLUDE A STATEMENT BY TH[ SOILS [NG/NEER THAT THE
GRADING WAS DONE /N ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENOA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BU/LT GEOLOGIC P.AN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT S ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCH[CK. PLANCH[CK FZES WILL BE RE.QUIRED FOR
ANY SUCH RECHECK.
35. IN ACCORDANCE WITH THE CITY STORM WATER STANDAFDS, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENOLS" B[ ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SATISFACTION OF TH£ CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK cOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
/N SECTION 6703 OF THE BUSINESS ANO PROFESSIONS COO[, ANO THAT TH[ DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
/ UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPEC/FICA TIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE M[, AS ENGINEER OF WORK. OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: THE SEA BRIGHT COMPANY
ADDRESS: 4322 SEA BRIGHT PLACE
Cl TY, STA TE: CARLSBAD CA 92008
TELEPHONE: (760) 720-0098
BY: ROBERT 0. SUKUP
(NAME OF ENGINEER)
DATE:
R.C.E. N0.:,--'2"'8""3"'02~------------
nss,a,,,.,t
¢'JS&~~ lf ~ ~ !
NO. C-.2830.2 *
C'JVl\.
or Ci\
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS R[QU/R[O, CONTACT MICHAEL GRAHAM AT
619 993 8896 (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL B[ STOCKPILED ON
SITE AT CONV[Nl[NT LOCATIONS TO FACILITATE HY CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STA TE 'SWPPP /WOIO, II, .JI/DANCE WITH THE CONSTRUCTION
ORDER ISSUED BY THE CALIFORNIA REGIONAL '.R QUALITY CONTROL BOARD, THE
QUALIFIED SWPPP PRACTIT/ONER (QSP) SHALL C -' ff AND MAINTAIN THE WATER
POLLUTION CONTROL (WPC) FLAN TO ADDRESS UPDA · SITE CONDITIONS OF THE PROJECT.
THE UPDATED WPC PLAN AND UPOA TED SWPPP SHAU ,,_-KEPT AT THE PROJECT SIT[ AND
MADE AVAILABLE TO THE CITY INSPECTOR. ADDITION! .. ;QNSTRUCTION BMP'S BEYOND THE
ORIGINAL APPROVED SWPPP SHALL BE PROVIDED /0 ADDRESS SITE CONDITIONS NOT
ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE
OSP SHALL OBTAIN APPROVAL FROM TH[ 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 DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ·a
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP ANO/OR
EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND TH[ PROJECT PERIMETER MUST DRAIN AWAY FROM TH[ 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
WORK/NG 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 AGGREGRATE.
11. SHOULD GERM/NATION OF HYOROSEEOED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, TH£ SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE 'MTH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CAL/FORNI A.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND !RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPEC/FICA TIONS AND THE FOLLOWING:
A. HYOROS[[O/NG SHALL BE APPL/ED 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 TH[ FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEM[NTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY TH[ PARKS ANO RECREATION DIRECTOR AS H/GHL Y
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY TH[ CITY ENGINEER
THAT WARRANTS IMMEOIA TE TREATMENT.
B. HYOROSEEDED AREAS SHALL BE /RR/GA TEO /N ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO 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 PR[CIPITA TION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GR[A TER THAN 8 FEET /N HEIGHT SHALL 8£ 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 IRRIGATION TO THE Cl TY 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 HYOROSEEOEO GROWTH.
C. HYOROS[EOING MIX SHALL CONSIST OF ALL OF TH[ FOLLOWING:
1. SEED MIX SHALL CONS/ST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF [ SCHOOL CIA CALIFORN/CA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb._ PER ACRE OF DIMORPHOLECA
REGISTRA TION EXP/RATION DA TE: _..e.,03'-L/-"3'-'1/..c.1:e..8 ____ _ ~ ~ ~ g. ITEMS c,d,e. AND I OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYOROSE[O[O IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM o OF THIS SUBSECTION MUST BE /NOCULA TED 'MTH A
NITROGEN FIXING BACTERIA ANO APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEDING.
'/30/18
OWNER'S CERTIFICA'IE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED iO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. IF THIS PROJECT/DEVELOPMENT IS oUBJECT TO A STA ff-
REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFl,D SWPPP PRACTITIONER
(QSP) HAS BEEN OR WILL BE RETA/NED TO SUPERV/5[ IMPLEMENTATION OF
THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CCNSTRUCT/ON ORDER AND
MUN/CIPA\ P[r:r1/T, LA TEST VERSION.
MJJ«l e/J(/a_ /f!·1•[£.
MICHAEL GRAHAM
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY AERIAL
TQPO METHODS FROM INFORMATION GA TH[REO ON .11 II Y 2
20~
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA TION,L MAP
ACCURACY STANDARDS & FROM GRADING PLAN NO. 479-3A.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUNBER(S)
156-142-57. 58 & 59
TH[ CALIFORNIA COOROINA TE INDEX DF THIS PROJECT IS:
N E
DATE
i. ALL SEED MA TER/ALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGRICUL TUR[ 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.
2. 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 PUNCH/NG NO LESS THAN 50% OF
THE STRAW INTO 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.
AREAS TO BE HYOROS[[O[O SHALL BE PREPARED PRIOR TO HYOROS[[DING BY:
1, ROUGHEN/NG 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 FLA TT[R THAT ARE SUFFICl[N TL Y
FRIABLE.
c. RIPP/NG AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED. . ,
b. THE ADDITION or SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALIN[ SO/LS 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 HYDROSEEOING IS THE
TH[ PERMANENT LANDSCAPING, UNTIL TH[ PROJECT IS COMPLETED ANO ALL BONDS
RELEASED.
VICll~ITY MAP
SITE
LA~ FLORES
BUENA VISTA
INDEX OF SHEETS
SHEET 1 TITLE SHEET
SHEET 2 PARCEL 1 PREC/:E GRADING PLAN
SHEET 3 PARCEL 2 PRECISE GRADING PLAN
SHEET 4 PARCEL 3 PRECISE GRADING PLAN
SHEET 5 TIER 2 SWPPP Tl7LE SHEET
SHEET 6 TIER 2 SWPPP EROSION CONTROL PLAN
LEGAL DESCRIPTION
PARCELS 1, 2, &: 3 OF PAR,;EL MAP 21183
RECORDED OCTOBER 29, 20,4
PROJECT ADDRESS
2781, 2787, & 2791 JAMES DR/VE
CARLSBAD. CA 92008
DEVELOPER
NAME: PAC/f/C I EGACY HOMES INC
ADDRESS: 16870 Vv'. BERNARDO DR, STE 400
ADDRESS: SAN DIFGO CA 92127
PHONE NO.: 858.756.1191
SOILS ENGINEER
NAM[: GFOTFK /NC
ADDRESS: 1384 POINSE;TTIA A VE. STE A
ADDRESS: VISTA CA 92081
PHONE NO.: 760.599.0.59.3
PROJECT N0.:.,3oc,4388,._-~S,,0,,.3 ___ _
REFERENCE DRAWINas
IMPROVEMENT DRAWING #479-3
GRADING DRAWING #479-3A
EARTHWORK QUANTJTIES
CUT: FXJST PAO ,~y
FILL: EXIST PAO .;y
IMPORT: ;y
EXPORT: ;y
REMEDIAL: ;y
BENCH MARK
DESCRIPTION: SPIKF ON TOP Of CURB
LOCATION: CENTER Of NF. CURB RFTURN C2RNFR Of
KNOW! FS AND GRFGORY
RECORDED: CtIY OE CARI SPAO BENCH MARK flt F
ELEVATION: 94.78 MSL DA TUM; NGVD 29
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, ORA/NAG[ FACILITIES, EROS/ON CONTROL FACILITIES. AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING.PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIR[l ON THIS SET
OF PLANS ANO TH[ CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
TH[ GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 'MTH THE FOLLOWING
DOCUMENTS, CURRENT AT TH[ TIM[ OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. Cl TY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. MS 13-02 DA TED JANUARY 23, 2014
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GR[EN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY~G:,i:F:1.0uI£1:.11<,._,1N""Cc._ ____ _
_____ DATED 11179/2004 02/01(20/4 AND 50Z(2016
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/RED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED-='----------
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED .1:Ec.oXt.JFM,.,,p~Tc_ ____ _
10. STORM WATER POLLUTION PREVENTION PLAN PREPARED
BY ROBERT SUKUP DATED 8/12/16
W0/0 NO. 9 375 .!!NCL!!A---~-------
S~ NO. 16 234
SEE SHEETS 5&6
11. STORM WATER MANAGEMENT PLAN PREPARED
BY ROBERT SI/KffP DA TED 8/29/16 SWMP NO. oci6=.u16i__ __
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION H.\NDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG.NO.
BLOCK WALLS SDRSD C-1,2,4
(SEE PLANS)
SYMBOL
-__ r
4" SCHEDULE 40 PVC DRAIN = = = = = = =
STAND PIPE IN BIO BASIN
DRAIN BOX 9"X9" BY NOS
OR GRATE INSERTS
RIP RAP (#2 BACKING)
GRAVEL (2" TO 3") SWALE
DETAIL SHT 2
SDRSD D-40
4" TO 6" ROCK DEPTH W/FABRIC BELOW
BIOFILTRATION BASIN
PROPOSED DRIVEWAY
TRENCH DRAINS
CONCRETE SPLASH PAD
DRY UTILITY TRENCH
GAS, ELEC, 1V, TEL.
PROPERTY LINE
PCC FLATWORK
SHT 2
,!_
SHT 2
POST-CONSTRUCTION BMP TABLE
==
□
! I I I I I l I I I I I I
-----E-----E· •-------· ---c--•--· ------c--
----• ·· • • ••• l••••· ·• · · ·· · l •·
QUANTITY
1,931 S.F.
771 L.F.
7 EA.
23 EA.
40 S.F.
93 S.F.
7 E.A.
4,050 S.F.
48 L.F.
EA.
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIF/CAT/ON,
STANDARD STORMWATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
TYPE DESCRIPTION OWNERSHIP
3-BIOF/L TRA TION TC-32 LOT OWNER BASINS
2-8/0FILTRA TION
BASINS TC-32 LOT OWNER
2-BIOFIL TRA TION
BASINS TC-32 LOT OWNER
TOTAL PARCELS 1,2,3 AREA = 17 725 5F
TOTAL 0/STURBE.'O AREA = ..,2"'6,.,.,,I"'-0"-0 ~S,_F ___ _
(THIS AREA INCLUDES BUT /S NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
ANO EQUIPMENT STAG/NG AREAS, CONSTRUCTION
. WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS ANO SLOPE K[YWA YS)
TOTAL REPLACED IMPERVIOUS AREA -=-->'----
TOTAL PROPOSED /MP[RVIOUS AREA -13122
fxJ YES (SEE SWMP FOR DOCUNE:NTA T/ON)
□ NO
MAINTENANCE
AGREEMENT
RECORDED
WITH PROPERTY
RECORDED
WITH PROPERTY
RECORDED
WI TH PROPER TY
SHEET NO.
2
PARCEL 1
3
PARCEL 2
4
PARCEL 3
MAINTENANCE
FREQUENCY
IJONTHL Y CHECK
l':G. DRAWDOWN
1'0NTHL Y CHECK
NONTHL Y CHECK
l':G. ORA WN
"AS BUIL -"
; I
EXP O /31 2.6 I
REVIE-~Y, /J t1/1, /V<bc ·-
1NsPEcT □R
1/1~10)
DATE
12 /?>1 / (9
DATE
f---+--+--------------+---+---+---+---11 SHE1ET I CITY OF CARLSBA.D I SHE6ETS I
'.:===:.==::::::E::::N::Cil:::N:::E::E:::R:::IN:::G:::::::D::E:::P:::A:::R:::T:::ME:::N:::T::::::==-:====:
1
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
MINOR GRADING PLANS FOR:
BUENA VISTA COLON'l
2781/2787 /2791 JAMES DRIVE :
/l TITLE SHEET
APPROVED: //1 ;-f-1 JASON S. GfiL[,)ERT /_,4,MA/vi/ 1 zl-6i 2..016
CITY ENGINEER RCE 63912 EXPIRES 9 3C 18 / □'ATE
DWN BY: -"'....___ "PROJECT NO. DRAWING NO.
CHKD BY: -"'d:>,--
RVWD BY: MS 13-02 4 79-3B
•
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I
TYPE C-1 WALL
\
SCALE: 1"
1/ I fl/ Ii I
O;\DRAWING FILES\TlTLE SHEETS\GRMllNG TITLE SHEET,DWG REVISE!r.01/05/1-6
i\ i \ ! i i .
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1' MIN
4" SCH. 40 PVC
STANDPl,E W/
GRATE INLET INSERT
~0:!,'.4"-----RETAINING
WALL (TYP.)
:.,...i...---4" SCH. 40 PVC
PERF PIPE ALONG
MIN LENGTH OF BASIN
. WITH A 4" OUTLET
CONC. FILL IN
BIOFIL TRATION BASIN DETAIL
* ENGINEERED SOIL
50-60% SAND
20-30% COMPOST
20-30% TOP SOIL
NO MORE THAN 5% CLAY ALLOWED
-:sEcTION A-A
,·. 10' t-lt\/
i
76' !? R/W LINE
~SEESHT3
FOR WALL
ON PARCEL2
6" Pvc--.___~·;,: 7'>--A-. --·0..,.
-~ " --+--2'x2'x4" TH CONG PAD
45° ~ ~ W/FLOW UNE AS SHOWN
BEND 6) . "--. t, •"' ~
~6' ~ '\.. ,"
NEW
DVWY
EXIST. CCNC.
DVWYAPRON
SPLASH PAD DETAIL
\
\ \
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TABLE2
REQUIRED TREATMENT CONTROL BM~ TABLE
TYPE SIZE OWNERSHIP
BIOFILTRATION 84SF PRIVATE
I BIOFILTRATION
: BASIN BMP #2 48SF PRIVATE
\. :~~L1~T~N 36 SF PR~\1-3U'c
I GRAVEL SWALE 11 LF /PRl\'ME
NOTES:/ /~
1. SEE DRAWING NO. 479-3 ~Qµ-l'tE ~fSTING IMffiO)JEMENTS
ON JAMES DRIVE AND B)JENA VIST,fo/WAY /
4 !2,@EEc;,£,lRAWING NO. 4~9-3A FOfDHE EXISING GRADING AND
X ' 'ORA111i.l\GE IMPROVEM~NT~ /
. 1· \ I /
i, \ I I ' / \ \ /
BLIL T 11
DATE
l z...( ~I /r'i
INSPECTOR DATE
t SH2EET I CITY OF CARLSBAD f----+---l-----------------t-----t-----i---i---; ENGINEERING DEPART~ENT I SH~TS I
l----le----1-----------------t----+--t------t-------J
MINOR GRADING PLANS FOR:
BUENA VISTA COLONY
PARCEL 1 -2781 JAMES DRIVE
j
f----+----+-------------------ir-----t----r---,----; :=A=P=P=R=o=v==ED=,== I,/#/=:::, ~~1-· :i=====J=A=s==o=N=s=.=rp==E==c===c:~
iA-11 /4r ; I i. I 6
I
DATE INITIA1• DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
CITY ENGINEER RCE 63912 EXPIRES 9 30 18.---tr"'"'::!A:-::TEcc--
DWN BY: MG
CHKD BY: /10:(,
RVWD BY: ~
PROJECT NJ.
MS 13-C2
DRAWING NO.
479-3B
I
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I f.
i
!
i I
! I
X
\
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'I .L
(183.0)
FG
D: \DRAWING-FlLEs\nn.E SI-IEE.TS\GRADlNG TITLE SHEET.DWG RE'.'v1,S'ED: Ol /05/16
\
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SEE NOTES BELOW
TABLE2
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE
BIOFIL TRA TION
B'"'IN BMP #4
BIOFILTRATION
BASIN BMP#5
VEGETATED
SWALE
GRAVEL SWALE
SIZE OWNERSHIP
44SF PRIVATE
72SF PRIVATE
85 LF PRIV~B •\ ) /
29 LF .PRIVfo.•iE
/_ /
./
PROJECT NO.
MS 13"-02
DRAWING NO.
479-3B
•
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'I
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--.
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....
0
PM 21 ·183
P h~ r,:• c:v 17'1 Q r .. w-c.L.... . ..
PARCEL 4 Pi\/1 21183
PAD ELEV. 182.0
5 10 20
SCALE: 1" = 10'
O:\DRAWtNC FlLES\TITLE SHEETS\GRAOING TITLE SHEET.DWC REVISEC;01/05/16
---------~----~--~-----
. .,..
' . •
\
"1 ar, j >.......!
169.6 TG
r66.7 IE
i . I
/1,, •
! r 51
PARCEL 3 PM 21183
> Qi
b!
~2: .. ,.,. ! ,;\ ! W!
-~. -,~_
'
DATE
' •, ·, ,,,
111TIAL
ENGINEER OF WORK
/ I
f !
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\.J/
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'
REVISION DESCRIPTION
DATE
\
\
TABLE 2
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE SIZE ONNERSHIP
BIOFIL TRATION 120SF PRIVATE BA,::IN BMP
BIOFIL TRATION 12 SF PRIVATE BASINBMP#7
VEGETATED 75 LF PRIVATE SWALE
! ... \ 4 ,
NOTES: X
1. SEE DRAWING NO. 479-3 FOR THE EXISTING IMPRO\iEMENTS
ON JAMES DRIVE AND BUENA VISTA WAY
2. SEE DRAWING NO. 479-3A FOR THE EXISING GRADII\G AND
DRAINAGE IMPROVEMENTS.
3. ALL IMPROVEMENTS IN THE RIGHT OF WAY ARE EXISTING AND SHOWN
IN GREY. NEW PROPOSED DRAINAGE PIPES IN THE RIGHT OF WAY ARE IN
DARK PRINT AND LABELED.
INITIAL DATE INITIAL
ff AS
12
BUIL Tff4
1/,ra/19 1 l
RCF 2~30t EXP. DATE
APPROVED: JASON S. GEI..DERT
----"':,&"""'IL--"'------!l-/{/Zoti,
EXPIRE\ 9 30 18 T DATE CITY ENGINEER
OTHER APPROVAL ClTY APPROVAL
DWN BY: ~M~G'---I
CHKD BY: /'VI l? :J: .
RVWD BY: i) t'(L .
PROJECT 10.
MS 13-)2
DRAWING NO.
479-38
•
STORM WATER POLLUTION PREVENTION NOTES
GENERAL SITE MANAG[MENT REQUIREMENTS
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TD
THROUGHOUT THE DURATION or THE CONSTRUCTION WORK (YEAR ROUND).
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT•Mlr;HAFI GRAHAM FROM:PACIE/C tEGACY
HQMf5 fNC AT {TEL.NO.} 619 99 I 8896
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
3. 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 AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS
CONDITION.
6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM T.HE FACE or 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
ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
B. ALL GRA vH BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HA VE 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. -
C 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 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
STABILIZATION OR ESTABLISHED VEGETA T/ON STAB/LIZA TION BMPs ARE NOT CONSIDERED
TO BE "EXPOSED" FDR PURPOSES OF THIS REQUIREMENT.
14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" 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 'MTHIN A 5-DAY NATIONAL WEATHER SERVICE
FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF
OF THIS CAP AB/LI TY.
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, AND 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 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 DA y:s: THE ABILITY
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS MJI SUFFICIENT. BMPs NEED TO BE
INSTALLED IN THESE AREAS.
18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE
T.HROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR CREA TER OF A RAIN
WITHIN A THREE {3} DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE
ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN
THERE JS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TD COMPLY WITH
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STQP WQRK NQTIC.E 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 50%, AND AFTER A RAIN EVENT.
IN AODITION, 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 DO SO. THE
FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH
IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP
MEASURE IN PLACE.
21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM
WATER POLLUTION PREVENTION AND BMP MAINTENANCE.
WEATHER TRIGGERED ACTION PLAN
THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WIT.HIN 48 HOURS OF A
PREDICTED STORM.EVENT { A PREDICTED STORM EVENT JS DEFINED AS A FORECASTED, 40%
_ CHANCE OF RAIN BY T.HE NATIONAL WEATHER SERVICE}, IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, 'MND EROSION CONTROL, TRACKING,
NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED ANO 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
WI THIN 48 HOURS AND PRIOR TO T.HE ONSET OF THE PR[CIPI TA TION.
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND
SIL T FENCES. A MINIMUM OF 125% OF TH[ 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 HA VE 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 "WEATHER TRIGGERED ACTION PLAN~
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "M"A THER TRIGGERED BMPS~ .
~\DRAYIING FJLES\TITLE SHEETS\GRAOING TITLE SHEET,DWG REl/1$~01/05/16
, , --' 11· ,.; Ill/ I I
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
SW 16 -234
'~ 7
~
ERQS/Qtl. C.QNTRQL HYDROSEEDING, PLANTING AND IRRICA TION ! ~ '.Y
~ S I T E------.._ ~ ~ 7. ALL PERMANENT AND TEMPORARY EROSION CDNROL PLANTING AND /RR/GA T!ON SHALL ~(' <'"
BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD ,f' q,
SPECIF/CATIONS AND THE FOLLOWING: LAS FL □R~S ?ii ~ ,f'
\'% . ,.
.\' ' "" A HYDROSEEDING SHALL BE APPLIED TD: :.,>-" <j
BUENA VISTA
I ALL SLOPES THAT ARE GRADED 6: I {HORIZONTAL TD VERTICAL) OR
STEEPER WHEN THEY ARE: t., "5, a. THREE FEET OR MORE IN /-EIGHT ANO ADJACENT TO PUBLIC ~ .. L-,.
WALL OR STREET. 't 1-
b. All SLOPES 4 FEET OR MORE IN HEIGHT. <(' .,.
,-<><.-,f',.
2 AREAS GRADED FLATTER THAN 6: I WHEN ANY OF T.HE ~,'-"v i> FOLLOWING CONDITIONS EXIST.·
a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR
GENERAL LANDSCAPING} W.THIN 60 DAYS OF ROUGH GRADING. s~..,.~ ' b. IDENTIFIED BY THE PARKS 4ND RECREA T/ON DIRECTOR AS f,,'-
HIGHLY VISIBLE TO THE PIBLIC. ,JI'
C. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY
ENGINEER THAT WARRAN To IMMEDIATE TREATMENT.
B HYDROSEEDING AREAS SHALL BE /RR/GA TEt IN ACCORDANCE WITH THE VICINITY MAP
FOLLOWING CRITERIA: •
I All SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN /-EIGHT SHALL BE /RR/GA TED BY HAND
WATERING _FROM QUICK COvPLERS/HOSE BIBS OR A .
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER ·-
HEADS PROVIDING 100% COVERAGE. SHEET INDEX: b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A '
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS SHEET I: TITLE SHEET
PROVIDING 100% COVERAG[, SHEET 2: EROSION CONTROL PLANS BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE 2 AREAS SLOPED LESS THAN 6: I SHll..l BE IRRIGATED AS APPROVED BY
THE CITY ENGINEER, PRIOR TO HYDROSE:DING. THE DEVELOPER SHALL Erosion Control Tracking Non-Stam Water Waste Management and Materials SUBMIT A PROPOSED SCHEME TO FRO VIDE IRRIGA TION TO THE Cl TY BMPs Sediment Control BMPs Control BM?s Manageme:it BMPs Pollution Control BMPs APN: 156-142-57, 58, & 59
ENGINEER. THE PROPOSAL SHALL 9£ SPECIFIC REGARDING THE
NUMBERS. TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. C: C: ~ --"' ~ :_g 0, 0 ai "' ai "' 3 IRRIGATION SHALL MAINTAIN THE MUSTURE LEVEL OF THE SOIL AT THE C: ~ § " " C: ~ .!2' E C: E C: ,S! " " ~ .9-0
OPTIMUM LEVEL FOR THE GRADING OF 7'-IE HYDROSEEDED GROWTH. ' 0 ~ "" "" ~ " 0 2 ::;; " "' °' ·§ -"' .s :, c:-0, SITE ADDRESS_· -0 § "5 "'"' "' ~ 0-0 C: "' "' o-0, g. .s .s " <5 " .s, ~-Best Management Practice• " 4J .s a:, g. § ~ 0 '-il CJ -~ C: "' HYDROSEEDING MIX SHALL CONSIST OF All OF THE FOLLOWING: C: "' "' "' " "' /:: " " 0 --0 -C :2 ~ .s .c ·§ E " "' a:, .s '-' ~ '-' "' "' "' ~ "to "' "' ~ " " C: s ai 2781, 2787, 2791 JAMES DRIVE (BMPJ Description ➔ "to "' " " V') " i 0, 0 C: § "' C: Cl ::, -" "' " I SEED MIX SHALL CONSIST OF NO LESS THAN: " :l 0 0 ~-S ~~ "to C: C: i~ " = ~ lb u -'-0 " ~ 0 " " E " E ~ "' " "' a°' e's C: C: Cl a:, "' C:.;:; '-' " 0_51 °' 15 "' :g = "' .g " -" CARLSBAD, CA 92008 a. 20 lbs. PER ACRE OF ROS[ CLOVER "' " ~ " "" -~ 0 .bl in -~ ~ .... ~ o,-~ -~-~ ~ cte " "' 91, .s 0 E~ ·-0, "' '-"' 0 " ~ ti ~ ,g =::. (/) 0 -0 t; 0 b. 20 lbs PER ACRE OF ZORAO FESCUE ~] ~ "to :S .s " '-" :, .Q " --"to "' u -~ l[; 0 " '-2 " ~c: "to 0 0 0 g. '--.Q 0 0 0 '-0 -" " & ~ " C: 0 0 0 '--o -<: "' -o 0 :::: § " " C: " Jibs PER ACRE OF E SC/-OOL CIA CALIFORNICA ct~ " ~ t.'.3 c5 c?i Ji 6 E er;§ 0 -'--"' 2 0 ~o: 0 "-,: ~G 0 -0 <n 8r8 ~"' 0 0 oo C. J:: <.') Vi V') "' "-"'.s "' "" Cl..Cl "' "' "' J:: "' '-' "' d. 4 lbs PER ACRE OF ACH/Ll[A MILL[FOLIA -e. Jibs PER ACRE OF AL YS3.JM {CARPET OF SNOW} CASQA Designation ➔ "' ..,. " a:, 0, -"' a "' "' r-.. a:, -"' "' ..,. U') "' a:, AREA OF DISTURBANCE --..,. U') "' " a:, --. I I I I I I I I I I I I I I I I I J, I I I I I I I I I f. 1/2 lb. PER ACRE IF DIM<RPHOLECA '-' '-' '-' '-' (._) '-' bJ bJ b1 bJ bJ b1 b1 bJ ~ ~ "' to "' i i i i i i j
ITEMS c, d, e, AND f OF 7'-115 SUBSECTION MAY BE OMITTED ON Construction Activity CJ CJ CJ CJ CJ CJ :a: :a: ,:: :a: g.
VISIBLE FROM EITHER A PCBLIC STREET OR RESIDENTIAL ✓ Grodinn /Soil Disturbance • • • • • • • • AREA OF DISTURBANCE 26,300 S.f.
STRUCTURES. ✓ Trenching/Excavation • h. ITEM o OF THIS SUBSECTJCN MUST BE INOCULATED WITH A ✓ Stockoilina • NITROGEN FIXING BACTER/1 AND APPLIED DRY EITHER BY Dril/inn /Barino (THIS AREA INCLUDES BUT IS NOT LIMITED TD DRILLING OR BROADCASINC BEFORE HYDROSEEDING. Concrete/Asphalt Sowcuttina OFF-SITE WORK INCLUDING PUBLIC IMPROVE/l[NTS i. ALL SEED MATERIALS SHA1l BE TRANSPORTED TO THE JOBS/TE ✓ • • • IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT ✓ Concrete Flatwork • • AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
OF FOOD AND AGRICUL TUF€ CERT/FICA TION TAG ATTACHED TO, ✓ Paving • • • AND EQUIPMENT STAGING AREAS, CONSTRUC,ION
OR PRINTED ON SAID CONf"AINERS. ✓ Conduit/Pipe Installation WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE K[YW\ YS} j NON-PHYTO-TOXIC WETTlfG AGENTS MAY BE ADDED TO THE ✓ Stucco/Mortar Work • • • HYDROSEED SLURRY AT TH[ DISCRETION OF TH£ CONTRACTOR. ✓ Waste Disposal • ✓ Staainn/Lav Down Area • 2 TYPE I MULCH APPLIED AT THE RA'[ OF NO LESS HAN 2000 lbs PER ✓ [auioment Maintenance and Fuelina • • CONSTRUCTION THREAT:
ACRE. TYPE 6 MULCH (STRAW} MAY Bi: SUBSTITUTED, WHEN STRAW IS USED, ✓ Hazardous Substance Use/Storaae • IT MUST BE ANCHORED TO THE SLOPE i/Y MECHANICALLY PUNCHING NO LESS Dewoterlnq CONSTRUCTION THREAT TO STORM WATER QUALITY (-HECK BOX}:
THAN 50% IF THE STRAW INTO THE SOIL ✓ Site Access Across Dirt • □ HIGH 0 MEDIUM
J FERTILIZER CONSISTING OF AMMONIW PHOSPHATE SULFA TE, 76-20-0 Other {list):
Instructions: WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. 1. Check the box to the left of all applicable construction activity (first column} expected to occur during construction.
D AREAS TO BE HYDROSEEDED SHALL BE PFEPARED PRIOR TO HYDROSEEDING: 2. Located alo'/J, the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Associofon (CASQA} desigration number. Choose one
1 ROUGHENING THE SURFACE TO BE fLANT[D BY ANY OR A or mare BM s you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP tolumn. OWNER/APPLICANT:
COMB/NAT/ON OF: J. Refer to the CASQA construction handbook for information and details al the chosen BMPs and how to apply them to the project. NAME:PACIFIC LEGACY HOMES / MICHAEL GRAHAM
a. TRACK WALKING SLOPES sr[EPER THAN 6: 1. ADDRESS: 16870 W. BERNARDO DR., STE 400, SAN DECO, CA 92127 b. HARROWING AREAS 6: 1 OR FLATTER T.HA T ARE SUFF/CIENTL Y LEGEND FRIABLE. TELEPHONE NO.: 858.756. 1191
2 AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE FOLLOWING,
CONDITIONS EXIST.·
{DELETE ITEMS NOT USED ON THE SITE MAP}
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BIT NOT SATURATED SEED BED. DESCRIPTION SYMBOL QUANTITY EMERGENCY CONTACT: b. THE ADDITION OF SOIL AM[NDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR EC-10, VELOCITY DISS/PA TION &, NAME.· MICHAEL GRAHAM
GROWTH. OWNER'S CERT/FICA TION: ADDRESS: 16870 W. BERNARDO DR., STE 400, SAN DIE~O. CA 92127
E HYDROSEEDING AREAS SHALL BE MAINTAIN:D TO PROVIDE A VIGOROUS GROWTH SE-1, SILT FENCE -TELEPHONE N0.:619.993.8896
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE I UNDERSTAND AND ACKNOWLEDGE THAT I MUST.· (I) IMPLEMENT DAT[:8-12-2016 HYDROS[EDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT 15 S[-5, FIBER ROLL -" " -212 LF EEST MANAGEMENT PRACTICES {BMPs} DURING CONSTRUCTION ACTIVITIES
COMP LE TED AND ALL BONDS RELEASED. iO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TJON OF ,. Qrt.SS/0~
SE-6, GRAVEL BAG = 460 EA POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM ~\,~ 0,S//,te,,o~ WATER TO CONSTRUCT/ON RELATED POLLUTANTS,· AND (2) ADHERE TO, ANO 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND 8£ STABILIZED, PLANTED
™lllllllllllill~--
/il ~ ~
II AS BUIL f 11 • NA AND/OR HYDROSEEDED WITHIN TEN {10) DAYS OF THE TIME WHEN [ACH SLOPE IS BROUGHT ;.TALL TIMES, COMP_ Y WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP ~ m
;;; "' TO GRADE AS SHOWN ON THE APPROVED GRADING PUNS. TR-7, STABILIZED CONSTRUCTION ENTRANCE 1220 SF iHROUGHOUT THE D~RA T/ON OF THE CONSTRUCTION ACTIVITIES UNTIL THE
\j! Nor~ * RM=~ CONSTRUCT/ON WORJ<, IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. :tc E><P·5 ·J IB "' ijH,j1, 3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT [C-4,7 HYDROSEED/STRAW BLANKETS . [77 /27 /2½J 12,915 SF d';; CM~ I<,,{!/
COVERAGE OF GRADING SLOPES {90% COVERAGE} PR/CR TO OCTOBER I, THE SLOPES SHALL MICHAEL GRAHAM MAY 25, 2016 7'1, OF C~I.\< / RcE , n;airx,:(:ic DATE BE STABILIZED BY AN APPROPRIATE EROSION CONTROi MATTING MATERIAL APPROVED BY OWNER(S)/ OWNER'~JENT NAME {PRINT) DATE Rtt~~,. .. ,--_,/ . . THE PUBLIC WORKS INSPECTOR. NS-9, VEHICLE AND EQUIPMENT FUELING NS-9 1 EA f/,{/LJ,, fi!~ IC·1,({? t!A~~ 4. LANDSCAPING SHALL BE ACCOMPLISHED ON All SLOPES AND PADS AS REQUIRED BY WM-I, MATERIAL DELIVERY AND STORAGE WM-I OWNER(S)/ OWNER's AGENT NAME {SIGNA TUR[} DATE 1~1~1i I"\ THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANJSCAPING PLANS FOR THIS PROJECT
OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. WM-2, MATERIAL USE INSPECTOR DAT WM-2
WM-3, STOCK PILE MANAGEMENT I SH~ET I CITY OF CARLSBA.D I SH~TS I
5. THE OWNER/APPLICANT SHALL ENSURE THAT Al!. CONTRACTORS SHALL WM-J ENGINEERING DEPARTMENT
COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND IRRIGATION PLANS. AND IMPR'JVEMENT PLANS AS WM-4, SPILL PREVENTION ANO CONTROL f!.\\,/-4 MINOR GRADING PLANS FOR:
' REQUIRED FOR THIS PROJECT WORK. Bi.JENA VISTA COLONY WM-5, SOLID WASTE MANAGEMENT WM-5
278\fo2787 ~2791 JAME:S DRIVE
WM-6, HAZARDOUS WASTE MANAGEMENT WM-6 STORM WATER POLLU ON PREY NTION PLAN (SWPPP). TIER 2 /i TITLE SHEET
f!.\\,/-8 APPROVED: 0-,Al/./ JASON ~z/~7zI;, k f!.\\,/-B, CONCRETE WASTE MANAGEMENT
WM-9, SANITARY/SEPTIC CITY .ENGINEEii RCE 63912 EXPIRES 9 /30/18 A TE WASTE MANAGEMENT WM-9 /j\
DATE INITIAL OWN BY: MG PROJECT NO. DRAWING NO.
~~ DATE INITIAL DATE INITIAL CHKD BY: Mil:f B/ORETENTION BASIN ENGINEER OF WORK REVISION DESCRIPTION RVWD BY: S)iiL-MS 13-02 479-3B OTHER APPROVAL CITY APPROVAL
•
.
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O:\DRAW!NG Fll.ES\nll.E SHEETS\GR:ADING TITI.E" SHEET.DWG REVISED: 01 /a5/1 S
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'-'50.5
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160.8
INSPECTOR DATE
MINOR GRADING PLANS FOR: ~=+==t==============t==+==t==~=3 BUENA VISTA CO~ONY t==l==~=============t=~~=f:==I=3 2781/2787/2791 JAMES DRIVE t===t==+==================t===t==+==f==1 STORM WATER POLLUTION PREVENllON PLAN (SWPPP)
ENGINEERING DEPARHENT
I SH~TS I
1
DATE INllAL DATE INJTIAL DATE INITIAL
ENGINEER OF \\ORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
/EROSION CONTROL P .AN
APPROVED:
CITY ENGINEER
JASON S. ~L ERT {; ,uMJ 2; D TE l • RCE 63912 EXPIRES 9 30 18
OWN BY: MG
B MG'! CHKD Y: -,-~--RVWD BY:
PROJECT NIJ.
MS 13-G2
DRAWING NO_
479-3B
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