HomeMy WebLinkAboutDWG 458-7A; CDP 07-12; SEARS RESIDENCE; 01-04----
GRADING NOTES
(IN ADDITION TO 1HE REQUIREMENTS OF CHAPTER 15.16 OF 1HE
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 COND/110NAL APPROVAL, CITY
STANDARDS OR OTHER ADD/110NAL DOCUMENTS LJSTED 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 PROMP11. Y
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 PUBLJC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CER11FICA TE OF INSURANCE AS WE'LL AS ADD/110NAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDtnONAL INSURED ON THE
PERM/TTEE'S POLICY /N THE MIN/MUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WR/TING THE POLICY MUST
HA VE A RA 11NG OF •A-• OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER
AS ESTABLISHED BY "BESTS" KEY RA 11NG GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UN/FORM BU/WING CODE,
RETAIN/NG WALLS OUTS/DE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UN11L ALL PERM/TS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRAD/NG TO BE PERFORMED UN11L THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRAD/NG PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENG/NEER, NOTED WITHIN THE REVIS/ON BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE 1111.£ SHEET.
9. OR/G/NAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BE/NG
SIGNED BY THE CITY ENG/NEER.
10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT COND/110NS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL 11MES DUR/NG CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENG/NEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIEW OF APPL/ED SO/LS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIEW TEST$.
13. A SOILS COMPACTION REPORT AND COMPLJANCE VER/FICA 110N REGARDING
ADHERENCE TO RECOMMEND A 110NS OU TUNED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BU/WING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIREC110N OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL/ED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA 110NS AND THE
" EARTHWORK SPEC/FICA 110NS " ATTACHED TO THE PRELIMINARY SOILS
IN\IES11GA 110N. DAILY FIEW COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSIBllCTION MEETING SHAii BE HEID AT THE $11F PRIOR TO THE
BEGINNING Of WORK AND SHAU BE ATTENDED BY AU REPRFSENTATI\lfS
RESPONSIBLE FOR CONSTRUCTION, /NSPEC110N, SUPERVISION, TESTING AND ALL OTHER
ASP£C1S OF 7H£ WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUC110N
MEETING BY CAWNG THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STAR71NG CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORD/NA TE A DA TE AND 7/ME FOR THE
PRECONSTRUC710N MEE71NG. APPROVED DRAWING$ MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEE71NG.
15. Alt INSPECTION REQUESTS OTHER THAN FOR PRECONSIBI/CTION MEETING 11:11 I BE
MADE BY CAIi/NG THE £NG/NEERING 24--HQIIR INsPfCTION REOIIEST I/NF AT
(760) 438-3891. INSPFC710N R£QUEST MUST BE RECEIVFD PRIOR TO 2·00 P.M.
ON THE DAY BEFORE THE INSPEC710N IS NEEDED. INSPEC710NS 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 RFGULA710NS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC710N 6705 BY SUBMlmNG
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 PROTEC710N FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVA 710N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA 710N
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 EXCAVA 710N. If THE PLAN VAR/[$ [ROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUC710N SAFETY ORDERS, 7111.£ 8
CALJFORNIA ADMINISTRA 71\IE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONllACTORS EXPENSE A COPY OF THE OSHA
EXCAVA 710N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCA VA 710N.
18. NO BLAS71NG SHALL BE PERFORMED UN71L A VALID BLAS71NG PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA 7/0N FOR BLAS71NG
PERMIT WE'LL IN ADVANCE OF THE SCHEDULING OF BLAS71NG OPERA 7/0NS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUC710N, QPERATIONS WILL CEASE /MMEDIATEI )'. AND THE
PERM/TT££ WILL N071FY THE CITY ENGINEER. OPERA 710NS WILL NOT RESTART
UN71L THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERA 7/0NS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 7/0N OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUC710N EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA 7/0NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONrnACTOR
SHAI L BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 710N.
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 RESUL 7/NG IN THE POND/NG OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MIN/MUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED 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 FIN/SH GRADE TO · PRODUCE A UNIFORM
SURFACE AND CROSS SEC710N. THE SITE SHALL BE LEFT /N A NEAT AND
ORDERLY COND/110N. 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.
3052\GPLAN_ 11-10-08
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 710N PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL 71ME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
U71UZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WI-IERE AN EXIS71NG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRAD/NG OPERA 710N, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILD/NG
OR STREET AREA$ AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE 'MLL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EX/S71NG FACILl71ES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE sumctEN11. y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRAD/NG PLANS IF IT IS
FOUND THAT THE ACTUAL LOCA 7/0NS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL N071FY AFFECTED U71LITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORK/NG DAYS PR/OR TO STAR71NG GRADING NEAR THEIR
FAC/L/71ES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTA 71\1£.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)660-7343
PACIFIC BELL (800)892-0123
71ME WARNER CABLE (760)438-7741
COX COMMUN/CA TTONS (760)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
'CITY OF CARLSBAD(SEWER, WATER & RECLA/MED WATER) (760)438-2722
'SAN D/EGUITO WATER DISTRICT (760)633-2650
"LEUCADIA WASTEWATER DISTRICT (760)753-0155
'VALLECITOS WATER DISTRICT (760)744-0460
<OU\IENHA/N WATER DISTRICT (760)753-6466
'BUENA SAN/TATTON DISTRICT (760)726-1340
*AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CON1ROUEO GRAD/NG -THE APPLICANT HIRES A CIVIL ENG/NEER,
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 STA71NG ALL
GRAD/NG /S COMPLETE. ALL EROSION CONTROL, SLOPE PLAN71NG
AND /RR/GA 710N ARE INSTALLED /N CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEER/NG DEPARTMENT).
(2) AS-BU/LT GRADING PLAN.
(3) REPORT FROM THE SOILS ENG/NEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITTES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENG/NEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDA 7/0NS OU TUNED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRAD/NG 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.
36. THE SO/LS REPORT 7111.ED GEOTECHN/CAL IN\IES71GA 710N, PROPOSED SINGLE FAM/LY
FAMILY RESIDENCE 4015 SUNNYH/LL DR., CARfifAD PREPARED BY
HETHERINGTON ENG/NEERING, /NC,. OA TED SEP7.fBER 18 ,2007 , SHALL BE CONSIDERED
AS A PART OF THIS GRAD/NG PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
WITH THE RECOMMENDA 7/0NS AND SPEC/FICA 7/0NS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENG/NEER OF WORK FOR THIS PROJECT, THAT /
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUS/NESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONS/STENT WITH CURRENT STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
207-061-54
THE CALIFORNIA COORD/NA TE INDEX OF THIS PROJECT IS:
N 362 E 1671
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT __ Ti_O_M_S_E_AR_S ______ A T
(760) 390-5952
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL ·
7/MES DURING THE RAINY SEASON. ALL NECESSARY MA TER/ALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCA 710NS TO FAG/LITA TE RAPID CONSTRUC710N OF TEMPORARY
DEVICES WHEN RAIN /S EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENG/NEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROS/ON CONTROL DEVICES TO WORKING ORDER
TO THE SA 71SFAC710N OF THE CITY ENG/NEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADD/110NAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 7/0NS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY AR/SE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU710NS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WI-IERE IMPOUNDED WATERS CREA TE A
HAZARDOUS COND/110N.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PER/METER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTEC71\IE DEVICES SHOWN SHALL BE /N 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 GRA \/EL BAGS SHALL BE BURLAP TYPE WITH 3/4 /NCH MINIMUM AGGREGRA TE.
11. SHOUW GERM/NA 7/0N OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFEC71\IE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PR/OR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SEC710N 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA 7/0N,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLAN71NG AND /RR/GA 7/0N SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SEC710N 212 OF THE STANDARD
SPEC/FICA 710NS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO \IER71CAL) OR STEEPER WHEN
THEY ARE:
a. THREE FEET OR . MORE IN HEIGHT AND ADJACENT TO A
PUBLIC WALL OR STREET.
b. ALL SLOPE$ 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WI-IEN ANY OF THE FOLLOWING COND/110NS
EXIST:
a. NOT SCHEDULED FOR IMPRO\IEMENTS(CONSTRUC710N OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDEN71FIED BY THE PARKS A/ID RECREA TTON DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLJC.
c. HA VE ANY SPEC/AL COND/110N IDEN71FIED BY THE CITY ENGINEER
THAT WARRANTS IMMED/A TE TREATMENT.
8. HYDROSEEDED AREAS SHALL BE /RR/GA TED /N ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
2.
3.
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 PRECIPITA710N SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CON\IEN710NAL SYSTEM OF LOW PREC/PITA 710N SPRINKLER HEADS
PROVIDING 100% COVERAGE.
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 7/0N TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
/RR/GA 710N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OP71MUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA710NS BY THE
CITY OF CARLSBAD DOES NOT REL/EVE ME, AS ENGINEER OF WORK, OF MY C. HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONS/ST OF NO LESS THAN: RESPONSIBILl71ES FOR PROJECT DESIGN.
FIRM: THE SEA BRIGHT COMPANY
ADDRESS: 4322 SEA BR/GH T PLACE
CITY, STA TE: CARLSBAD CA 92008
TELEPHONE: 760 720-0098
BY: ROBERT 0. SUKUP
R.C.E. N0.:~2=83=0=2------,--.,...-------
REGISTRA 710N EXPIRA710N DATE:-0~3/._3_1_/1_0 ____ _
SOILS ENGINEER'S CERTIF1CATE
/, Oe>t1nv Go\..,,., , A REGISTERED (CIVIL/
GEOTECHN/CAL) ENG/NEER OF 1HE STA TE OF CALIFORNIA, PR/NC/PALLY DOING
BUSINESS IN 1HE FIELD OF APPLIED SO/LS MECHANICS, HEREBY CERTIFY 1HA T
A SAMPLING AND STUDY OF 1HE SOIL COND/710NS PREVALENT W/1HIN 7HIS
SI WAS MADE BY ME OR UNDER MY D/REC710N BETWEEN 1HE DA JES OF
"'""'" 1.1 , 20 oil AND S<.,fo.,I,,,. !3 , 2008 • TWO
COP/ ~0 ~0[ 1HE SOILS REPORT COMPILED FROM 7HIS STUDY, W/1H MY
RECQ/;1M£NQATfQ/:IS, HAS BEEN SUBMITTED TO 1HE OFFICE OF 1HE CITY
.EN. G/.Nl,fIR/.!ff,,-•·.c;k'~·\. ~ ~. . .. ·-7 _.---, .· ' ·I/I %\ SIGNED· ~ /... ,. V-C---·
•. , ,·\o. 23/41°/ .. f• ;~ .. ~ GE Ip.£ NO. l.l'f6 '' . ·, 1· • ,.. '·I'· · "--~~~--------
j,. :iat,.::---·:::;/' DA 1E: _ ___:D...:.l.!.../...:.1..:.1..,_/..::0_'I,;__ ___ ___,,_--,--__ _
;•'•:·n·r"c~~'f<{i*le, LICENSE EXPIRATION DATE: Ol /JI /IO ~-.. r JP ~o/ , ~-:0~!t£ ;~P/ OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY 1HA T A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVIS,,;01'1 1HE COMP/A9TION AND STABILITY OF
1HIS SITE. ~ ~ •··
TOM SEARS
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD
1J2EQ_ METHODS FROM /NFORMA 7/0N GA THE.RED ON JANUARY 1
20,0§__ BY QUICK SURVEY
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
DATE
2.
3.
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALJFORN/CA
d. 4 lbs. PER ACRE OF ACHILLEA M/LLEFOL/A
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEM$ c,d,e, AND f OF TH/$ SUBSEC710N MAY BE OMITTED ON
LOCA 7/0NS WHERE THE AREA BEING HYDROSEEDED /S NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDEN71AL STRUCTURES.
h. ITEM a OF THIS SUBSEC710N MUST BE /NOCULA TED WITH A
NITROGEN FIXING BACTERIA AND APPL/ED DRY EITHER BY DRILLING
OR BROADCAS71NG BEFORE HYDROSEEDING.
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£ CER71FICA 7/0N TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRE710N 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 SUBS71TUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WI-IEN STRAW IS USED /T MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCH/NG NO LESS THAN 50% OF
THE STRAW INTO THE SOIL
FER71LIZER CONS/S71NG 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 HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA 7/0N OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumctEN11. Y
FR/ABLE.
c. RIPP/NG AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. COND/110NING THE SO/LS SO THAT /T /S SUITABLE FOR PLAN71NG BY:
a. ADJUS71NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED.
b. THE ADD/110N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVER/NG SALINE SOILS TO PROVIDED VIABLE COND/110NS FOR
GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UN71L THE
THE PROJECT /S PERMAIIEN11. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
VICINITY MAP
CITY Of OCEANSIDE
HIGHWAY 78
7Ato
WORK TO BE DONE
THE GRAD/NG WORK SHALL CONS/ST OF THE CONSTRUC710N OF ALL ,:uTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROS/ON CONTROL FAC/L/7/ES, AND
PLAN71NG OF PERMANENT LANDSCAPING AND PREPARA710N OF AS-BUILT GRAD/NG PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPEC/FICA 7/0NS, REQUIREMENTS, RESOLU710NS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE 7/ME OF CONSTRUC710N, AS DIRECTED BY THE CITY
ENG/NEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENG/NEER/NG STANDARDS
3. THIS SET OF PLANS
4. RESOLU710N NO. 6400 DA TED MARCH 5, 2008
5. THE STANDARD SPEC/FICA 7/0NS FOR PUBLIC WORKS CONSTRUC710N (GREN
!,!' 1'<" CITY Of VISTA BOOK). HETHERINGTON ENGINEERING, NC.,
N "'"'-.!!R~OA~c--,,--i---o'!-~ '-
PACIFIC
OCEAN
~i
CITY OF ENCINITAS
THOMAS BROS. PG 1106 -6H
LEGAL DESCRIPTION
A POR710N OF PARCEL 2 OF PARCEL MAP NO. 14442,
/N THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF
FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY, AUGUST 28, 198J.
SOILS ENGINEER
HETHERINGTON ENG/NEER/NG, INC.
5205 A VEN/DA ENCINAS, SUITE A
CARLSBAD, CA 92008
PH: (760) 931-1917
FAX: (760) 931-0545
BENCH MARK
DESCRIP710N: TOP OF RRE HYDRANT
LOCA 710N: SW COR, MONROE ALDER « SUNNYHILL
PER CITY OF CARLSBAD FIB..D SURVEY
RECORDED: BOOK NO. 26. PAGE 57. AIJGUST 05. 1980
6. SOILS REPORT AND RECOMMENDA 7/0NS BY HETHERINGTON ENGINEERING NC,,
DA TED SEPT 18 2007
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/Fl,D BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT COND/110NS
DATED MARCH 5, 2008: CDP-07-12
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED _______ _
10. STORM WATER POLLU710N PREVEN710N PLAN PREPARED
BY NA DATED ______ _
WD/D NO. N A
11. STORM WATER MANAGEMENT PLAN PREPARED BY NA DATED ________ _
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUC710N HINDBOOK AND
CAL TRANS CONSTRUC710N SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG.NO. SYMBOL
RETAINING WALL SDRSD C-3
4" PVC DRAIN
4" PVC FRENCH DRAIN
12"X12" DRAIN BOX (NDS OR EQUAL) □
SEWER LATERAL
WATER LATERAL & METER
5" CONCRETE DRIVEWAY
MODIFIED 5" CONCRETE
DRIVEWAY DEPRESSION
PER PLAN
--s--
--,1--1_
I:·
QUANTITY
353 S.F.
182 L.f.
60 L.F.
3 EA.
58 L.F.
3 L.F.
2112 S.F.
270 S.F.
ELEVA710N: 247.00 DATUM:_,MlliS._L ___ _
REFERENCE DRAWINGS
195-3 (WATER) PROJ. I.D. = 1070
106-1 (SEWER)
158-6
EARTHWORK QUANTITIES
CUT: 155 CY
FILL: ______ 439 CY
IMPORT: 284 CY
REMEDIAL 744 CY PEil DIRECTION OF :
SOLS ENG/NEER
/1\
DA'TE INITIAL
ENGINEER OF WORK REVISl::>N DESCRIPTION
PiNING DEPARTMENT APPROVAL 11 AS BUIL T11
-p~tii.1 (0). ~ I TJJ_} sl,~lio /6 DA'ff.:2/S /lo (SIGNID)
t0o,v N€U I PLANNING DIRECTOR I R~~ 26302. EXP. 313112. DATE
~(~•=·•, DA'ff.:;;'./f /;1010
. '
REVIE~ -1fz.1lw Cl.t.•is Ga..rcia._ RICOIIIIENDKD BY: t/t,J' '
(PRINT !IAJIE) INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING PLAN FOR:
SEARS RESIDENCE
4015 SUNNYHILL DRIVE
'/ -,
APP'1/iEDy>_A'v;ID ~USER =: '/µ ,, 7,/J._ : ,0€4-IM ,:,;.p, -,,/3111 <ZLVJlfO
DEPUl'Y CITY ENGINEER PE 33081 EXPIRES 6/30110 DATE
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: 11f{
OlHER APPROVAL CITY APPROVAL RVWD BY: CDP 07-12 458-7A
.
\ I
3052\GPLAN_ 11-10-08
N
SCALE 1"=20t
INSTALL NEW 1"
SERVICE W/
TRAFFIC BOX
PRVT SEWER & WATER ESMT
FOR SEARS PROPERTY PER
DOC. NO. 2008-0512881,
RECORDED 09/29/2008
£'.-vo
S• o,,..
Cisf,i;';£'ss "..Yr
APPROX. LOCATION,--_,
OF PRIVATE
6" SEWER MAIN
TO ALDER
AVENUE
""
\
[E.AR. YARD LA/>.10 SCAPe.Df IMfRO'/e;p
f!,'{ HOME.OW ►lc.R. (M-A,P.)
l<,~AR YA[{.Cl DR'.AIN~G,E.. 'PlPE-.D
·ro 'BA'5l ~ ARt..A
DAlE INITIAL
ENGINEER OF WORK
A\
CD rRENCH
DRAIN
REVISICN DESCRIPTION
'~~ ¼~. ~ ~lj ,. I ,r.c No. CO2 02 *, '* E,p.:J)3,l0 o• #'-1,{f C!W "'.o'<l
OFG~I..)';~ -~<n}/Mo:
DAlE INITIAL
O1HER APPROVAL
DAlE INITIAL
CITY APPROVAL
1744
11 AS BUILT'
1(~.erl ®· J'J.i1r s/1& l-zo l j
RCE 2S302. EXP. :313! !-zt DATE
REVIEI,/~ 7/ 21. / e-o at,;,·
INSPECTOR • DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING PLAN FOR:
SEARS RESIDENCE
4015 SUNNYHILL DRI1'E
APPfj,i
a1: f/E~~-!Jl,AUSER , ,/4 , . t,4tM S'lf'. .,, 3 ,z,/t,J/10
DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30/0 DATE
DWN BY:
CHKD BY:( [,C PROJECT NO. DRA'MNG NO.
RVWD BY: CDP 07-12 458-7A
0
:E N G)
0 .i::i,.
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0 WNER /APPL/CANT:
'
NAMF:: TOM SEARS
ADDRESS: 1387 CYNTHIA LAN£, CARLSBAD, CA 92008
T£L£PHON£ NO.: 760-390-5952
TIER 2 CITY STORM
STORM WATER POLLUTION PREVENTION NOTES
GENERAL SITE MANAQFUFNT REQUIREMENTS
THE FOi.LOWiNG GENERAL SITE MANAGEMENT REQUIREMENTS SHAU BE ADHERED TO
THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK ('lrAR ROIJND).
1. 1N cASE EMERGENCY WORK 1s REQUIRED, CONTAcr: To ti\ se:A{'..SR?OM'-· __ _
AT {TEL.NO.) 'llo(l, :500-lj ':') 57_,
2. DEVICES SHOWIV ON CITY APPROW PLANS SHAU NOT 8£ MOW OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
3. TH£ CONTRACTOR SHAU RESTORE AU EROSION CONTROL DEVICES TO WORKING ORDER
TO TH£ SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODVC/NG RAINFALL.
4. TH£ CONTRACTOR SHAU INSTAU ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
CIRCUMSTANCES WHICH MAY ARISE.
5. TH£ CONTRACTOR SHAU 8£ RESPONSIBLE AND SHAU TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBIJC TRESPASS ONTO AREAS WHERE IMPOUNDED WA m?S CREA TE A HAZARDOUS
CONDITION.
6. GRADING AREAS AROUND THE PROJ£CT PERIMETER MUST DRAIN AWAY FROM TH£ FACE
OF SLOPf AT TH£ CONCLUSION OF EACH WORKING DAY.
7. ALL REMOVABLE PROTECTIVE DEVICES SHAU BE IN PLACE AT TH£ END OF EACH WORKING
DAY WHEN FIVE (5) DAY RAIN PROBA8/UTY FORECAST EXCEEDS FORTY PERCENT {40X). SILT
AND OTHER DEBRIS SHAU 8£ REMOW AFTm EACH RAINFAU.
8. AU GRAVEL BAGS SHAU CONTAIN 3/4 INCH MINIMUM AGGREGATE.
9. AU EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPfRL Y
INSTAUED. THIS INCLUDES AU BUILDING PADS. UNFINISHED ROADS, ANO SLOPES.
10. AD£QIJA TE P£RIME7m PROTECTION BMPs MUST 8£ INSTAUED AND MAINTAINED AND
WIU 8£ UPGRADED, IF NECESSARY, TO PROVIDE sumCIENT PROTECTION R?OM RUNOFF
DURING RAIN £VENTS.
11. ADEQUATE S£0/M£NT CONTROL BMPs MUST 8£ INSTAUED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
13. A MINIMUM OF 125X OF TH£ MATERIAL NEEDED TOO INSTAU STANDBY BMPs TO
PROTECT TH£ EXPOSED AREAS FROM EROSION AND PREVENT S£0/MENT DISCHARGES,
MUST BE STORED ONS/TE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
STABIUZA TION OR ESTABIJSHED VEGETATION STA8/UZA TION BMPs AR£ NOT CONSIDERED
TO 8£ "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
14. TH£ OW/VER/DEVELOPER/CONTRACTOR MUST FOi.LOW "!'EA THER TRIGGERED" ACTION
PLAN AND BE ABI.£ TO DEPLOY STANDBY BMPs TO PROTECT TH£ EXPOSED PORTIONS OF
THE SITE WITHIN 48 HOURS OF A PR£DICTED STORM EVENT (A PREDICTED STORM £VENT
IS DEFINED AS A 40X CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL HE'A THER SERVICE
FORECAST). ON REQUEST, TH£ OW/VER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF
OF THIS CAPAB/UTY.
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED. THE OW/VER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON TH£ ABIUTY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT £:ROS/ON OF SLOPES THAT
HA VE BEEN COMPLETED.
16. TH£ AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS
UM/TED TO TH£ AMOUNT OF ACREAGE THAT TH£ CONTRACTOR CAN ADEQUATELY PROTECT
PRIOR ro A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED.
IT MAY 8£ NECESSARY ro DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT
ARE NOT COMPLETED, BUT AR£ NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING
IS AUOIIEZI TO PROCEEO, AT THE DISCRETION OF THE CITY INSPECTOR.
17. ALL DISTURBED AREAS THAT AR£ NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED
MUST 8£ FULLY PROTECTED R?OM EROSION IF LEFT FOR 14 OR MORE DAYS. TH£ ABIUTY
TO INSTAU BMP MA m?IALS IN A PROMPT MANNER IS .Nf}I SIJFFlC/ENT. BMPs NEED TO 8£
INSTAUED IN THESE AREAS:
18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE
THROUGHOUT THE 'lcAR. WHENEVER THERE IS A 40% CHANCE OR GREA Tm OF A RAIN
WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE
ADEQUATELY STOCKPILED. BMPs MUST 8£ STOCl(P/LED AND READY FOR DEPLOYMENT WHEN
THERE IS SOX CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP ltPRK NQUCE OR OTHER
ENFORCEMENT ACTION.
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED llffKL Y AND
PRIOR TO A FORECASTED RAIN EVENT OF GR£A7m THAN 50~ AND AF7m A RAIN EVENT.
IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT
TH£ YEAR.
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST 8£ REPAIRED OR IMPROVED
OR REPLACED WITH AN ACCEPTABI.£ AL TERNA TE AS SOON AS IT IS SAFE ro DO SO. THE
FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH
IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MOR£ ROBUST BMP
MEASIJRE IN PLACE.
21. ALL CONSTRUCTION EMPLOYEES MUST 8£ TRAINED ON THE IMPORTANCE OF STORM ·
WA 7m POI..LUTION PREVENTION AND BMP MAINTENANCE.
WEATHER TRIGGERED ACTION PLAN
THE DEVELOPER SHAU DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A
PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40X
CHANCE OF RAIN BY THE NATIONAL !'EA THER SERVICE), IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL. TRACKING,
NON-STORM WATER CONTROL. WASTE MANAGEMENT, AND MATERIALS POI..LUTION CONTROL.
THE NATIONAL !'EA THER SERVICE FORECAST SHAU BE MONITORED AND USED BY
THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40X CHANCE OF
RAIN), THEN THE NECESSARY WA Tm POI..LUTION CONTROL PRACT/CES SHAU BE DEPLOYED
WITHIN 48 HOURS AND PRIOR TO TH£ ONSET OF THE PREC/PITA TION.
THE DEPLOYMENT OF TH£ BMPS SHALL INCLUDE BUT NOT 8£ UM/TED TO GRAVEL BAGS AND
SILT FENCES. A MINIMUM OF 125X OF THE MATm/AL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SIT£. AREAS THAT HA~ ALREADY
BEEN PROTECTED R?OM EROSION USING PHYSICAL STABIUZA T/ON OR ESTABUSHED
~GETATION STABIUZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONS/OEREO TO BE "EXPOSED• FOR THE PURPOSES OF "WEATHER TRIGGERED ACT/ON PLAN:
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHAU BE AVAILABI.£ FOR
DEPLOYMENT OF "WEATHER TRIGGERED BMPS".
JCll2\GPI.NLf2-.,,
EROSION CONTROL HYDRQSEfQING, PLANTING AND IRRIGA UQN
1. ALL PERMANENT AND TEMPORARY £:ROS/ON CONTROL PLANTING AND /RR/GA TION SHAU
8£ INSTAUED AND MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD
SPEC/FICA TIONS AND THE FOLLOWING:
A HYDROSEED/NG SHAU 8£ APPLIED TO:
I ALL SLOPES THAT AR£ GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR
STEEP£R WHEN THEY AR£:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBUC
WAU OR STR££T.
b, AU SLOPES 4 FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLA TT£R THAN 6: I WHEN ANY OF Tl-/£
FOi.LOWiNG CONDITIONS EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR
GENERAL LANDSCAPING) WITHIN 60 DA ts OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS
HIGHLY VISIBLE TO TH£ PUBIJC.
c. HA ~ ANY SPECIAL CONDITION IDENTIFIED BY THE CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
8 HYDROSEEDING AREAS SHALL 8£ /RR/GA TED IN ACCORDANCE WITH THE
FOi.LOWiNG CRITERIA:
1 AU SLOPES THA T ARE GRADED 6: 1 OR STEEP£R AND THAT ARE:
a. THREE ro EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING R?OM QUICI( COUPLERS/HOS£ BIBS OR A
CONVENTIONAL StsTEM OF LOW PREC/PITA TION SPRINKLER
HEADS PROVIDING 100X COVERAGE:
b. GREATER THAN 8 FEET IN HEIGHT SHAU BE WA T£R£D BY A
CONVENTIONAL StsTEM OF LOW PREC/PITA 7/0N SPRINKLER HEADS
PROVIDING IOOX COloE1i'AGE.
2 AREAS SLOPED LESS THAN 6: 1 SHAU 8£ /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. TH£ PROPOSAL SHAU 8£ SPECIFIC REGARDING Tl-/£
NUMBERS. TYPE. AND COSTS OF THE ELEMENTS OF THE PROPOSED StsTEM.
J /RR/GA TION SHALL MAINTAIN TH£ MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GRADING OF THE HYDROS££DED GROWTH.
C HYDROSEED/NG MIX SHALL CONSIST OF AU OF THE FOi.LOWiNG:
1 SEED MIX SHAU CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs PER ACRE OF ZORRO FESCU£
c. Jibs PER ACRE OF E SCHOOL CIA CAUFORNICA
d. 4 lbs PER ACRE OF ACHILLEA MILLEFO/JA
e. Jibs PER ACRE OF AL YSSUM {CARPET OF SNOW)
f. 1/2 lb. PER ACRE IF D/MORPHOLECA
g. ITEMS c, 4 e, AND f OF THIS SUBSECTION MAY 8£ OMITTED ON
VIS/Bl.£ FROM EITHER A PUB/JC STR££T OR RESIDENT/Al
STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST 8£ INOCULATED WITH A
NITROGEN FIXING BACTm/A AND APPUED DRY EITHER BY
DRIWNG OR BROADCASING BEFORE HYDROSEED/NG.
I. AU SEED MATERIALS SHAU BE TRANSPORTED TO THE JOBS/TE
IN UNOPENED CONTAINERS YI/TH TH£ CAUFORN/A DEPARTMENT
OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED ro,
OR PRINTED ON SAID CONTAINER.s:
) NON-PHYTO-TOXIC HE'TTING AGENTS MAY 8£ ADDED ro THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER
ACRE TYPE 6 MULCH {STRAW) MAY BE SUBST/TUTED, WHEN STRAW IS USED,
IT MUST BE ANCHORED TO THE SLOPE BY MECHANICAUY PUNCHING NO LESS
THAN SOX IF THE STRAW INTO TH£ SOIL.
J FERTIUZER CONSISTING OF AMMONIUM PHOSPHATE SIJLFA TE, 16-20-0
WITH 15X SULPHUR APPUED AT THE RA TE OF 500 lbs. PER ACRE
D AREAS TO 8£ HYDROS££D£D SHAU 8£ PREPARED PRIOR TO HYDROSEEDING:
1 ROUGHENING TH£ SIJRFACE TO 8£ PLANTED BY ANY OR A
COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1.
b. HARROWING AREAS 6:1 OR FLATTm THAT AR£ sumCJENTlY
R?IABLE.
2 AREAS GRADED FLA Tm? THAN 6: 1 WHEN ANY OF THE FOi.LOWiNG
CONDITIONS EXIST.·
a. ADJUSTING THE SIJRFACE SOIL MOISTURE TO PROVIDE A DAMP
BIT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SAUNE SOILS TO PROVIDED VIABI.£ CONDITIONS FOR
GROWTH.
£ HYDROS££D/NG AREAS SHAU 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNT/L THE PROJECT IS
COMPLETED AND AU BONDS RELEASED.
2. AU SLOPES SHAU HA VE /RR/GA TION INSTAUED AND BE STABIUZED, PLANTED
AND/OR HYDROSEEDED WITHIN TEN {10) DA ts OF THE TIM£ WHEN £MJ1. ro GRADE AS SHOWIV ON THE APPROVED GRADING PLANS: SLOPf IS BROUGHT
J. SHOULD GERM/NATION OF HYDROS££DED SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES {90X CO'(ERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHAU
8£ STABIUZED BY AN APPROPRIATE EROSION CONTROL MAmNG MATERIAL APPROVED BY
TH£ PUBUC WORKS INSPECTOR.
4. LANDSCAPING SHAU 8£ ACCOMPUSHED ON AU SLOPES AND PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR THIS PROJECT
OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
5. TH£ OWNER/APPLICANT SHAU ENSURE THAT ALL CONTRACTORS SHALL
COORDINA T£ THF WORK OF THIS CONSTRUC7/0N SYl'PP SHOWN ON ANY GRAD/NC
PLANS. LANDSCAPE AND /RR/GA TION PLANS. AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
SW __ VICINITY MAP
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non-Storm Water
BMPs Control BMPs Management BMPs
] ] -~ -.., -~ "' ., ] .fl § " ] ,§ ~ ~ j -.s ,9-... " .., :i "' -~ .I!! ., l:! ~ ; ~ ~ ~ 0..., "" 0, lie ~ ,S ,Ei
Best Management Practice• -~f "' .s 1J;
., f.,, .s 8b, -.s i ~ "' j .., ., i ..,
(BMP) Description ➔ ;i ., "' QJ ~,§ ~e § 0, -l ~& 1l -'a ,:ll Cl) .s ]1 i~ § 6 ~ -~ "" 5i : -if a:: -~ -.I!! il s.M -~ I: ... -"·S " i 11 l ~:;:: -~ ~ ~ ~~ ! .c:s ., ~ Ii I~ ... .., Ill ll -: il " -" J ~~ -& § iit it i!l ::t: !ii Q e! "' ti&: "' ,Ei t:5 & &'.c!l cl:'. ia
CASQA Designation ➔ "l' .... ..... "' 0, -..., .... IC') "' ..... "' 0 "l' -..., ..... Q:, ----6 6 I I I ~ ~ ~ ~ ~ ~ ~ ~ ~ J, J, J, J, cl cl cl cl I'!: Cons/1Ucllon Activity LiJ LiJ :a,: :a,: :a,: :a,:
Gradina/Soll Disturbance • • • • • • Trenchina,IExcavation •
stockollina
DrU/inn /Rorlna
Concrete/Asohalt Sawcuttina
Concrete Flatworl<
PavinQ • • Condu/t/Pioe Installation
Stucco/Mortar Work
Waste Dim>osal
StaainaAav Down Area
Eaumment Maintenance and Fuelina • Hazardous Substance Use/Storaae
Dewater/no
Site Access Across Dirt
other (11st l:
Instructions:
1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
Waste Management and Materials
Pollution Control BMPs
-.., 5i ..,
§ I § .!? i .§ j_ 1 " l -~ :1!l .!? 5i ., 5i
" il ii it 1! if I "" t :s!s l& l! ~"' ~ ~ ::& -<-. ..., .... IC') "' I I I I I I i i i i i i
•
• •
• • • • • • • •
.!? .,
ii
.!? ij ~ g, ~!
"' I i
• •
CITY OF' OCEANSIDE
HIGHWAY 78
PACIFIC
OCEAN
CITY OF' ENCINITAS
SHEET INDEX:
SH££T 3: 11TL£ SH££T
SH££T 4: EROSION CONTROL PLANS
NOT TO SCALE
CITY OF' VISTA
~~
CITY OF' ,__..,, .. SAN MARCOS
APN: 207-061-54 -----------
SI TE ADDRESS:
4015 SUNNYHILL DRIVE
AREA OF DISTURBANCE
2. Located alon.9 the top of the BMP Table Is a I/st of BMP's with It's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one
or more BMPs ;t,u intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
AREA OF DISTURBANCE _1'-4"'10=.:5:.::0_ S.F.
J. Refer to the CASQA construction handbook for Information and detalls of the chosen BMPs and how to apply them to the project. {THIS AREA INCLUDES BUT IS NOT LIM/TEO TO
OFF-SIT£ WORK INCLUOING PUBLIC IMPROV£M£NTS
ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCT10N
WORKF:R FOOT TRAFFIC, SOIL/GRA V£L PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOP£ K£YWA YS) LEGEND
{DF:LET£ ITEMS NOT USF:O ON THF: SIT£ MAP)
0£SCR/PT10N SYMBOL QUANT1TY
EC-10, VELOCliY DISSIPATION &
SE-6, GRAVEL BAG <::J<::J<=•=· 100 EA.
TR-1, STABILIZED CONSTRUCTION ENTRANCE ~ 1
800 SF.
NS-9, VEHICLE AND EQUIPMENT FUELING NS-9 1 EA.
WM-1, MATERIAL DELIVERY AND STORAGE WM-1
WM-3, STOCK PILE MANAGEMENT WM-3
WM-4, SPILL PREVENTION AND CONTROL WM-4
WM-5, SOLID WASTE MANAGEMENT WM-5
WM-6, HAZARDOUS WASTE MANAGEMENT WM-6
WM-8, CONCRETE WASTE MANAGEMENT WM-8
WM-9, SANITARY/SEPTIC WASTE MANAGEMENT WM-9
DA1E INITIAL
ENGINEER OF' WORK
OWNER'S CERT/FICA T/ON:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES {BMPs) DURING CONSTRUCTION ACTIVITIES
TO THE MAXIMUM EXTENT PRACTICABI.£ TO A VOID THE MOB/LIZA TION OF
POLLUTANTS SUCH AS SEDIMENT AND TO A VOID TH£ EXPOSURE OF STORM
WATER ro CONSTRUCTION RELATED POI..LUTANTS; AND (2) ADHERE ro. AND
AT AU TIMES. COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP
THROUGHOUT TH£ DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE
CONSTRUCTION lltlRK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.
TOM SEARS
OWIVER(S)/ OWIVER'~N~NT) ;5.
OWIVER{S)/ OWIVER'S AGENT NAME {SIGNA TUR£)
NOVEMBER 7, 2016
DATE
=/-// --=--.c::--7
DATE
CONSTRUCT/ON THREAT:
CONSTRUCTION THREAT ro STORM WATm QUAUTY (CHECI( BOX): □ HIGH ri'MEDI/JM
OWNER/APPLICANT: ' NAM£: TOM SEARS
ADORESS: 1387 CYNTHIA LAN£, CARLSBAD, CA 92008
T£l£PHON£ NO.: 760-390-5952
EMERGENCY CONTACT:
NAM£: TOM SEARS
ADORESS: 1387 CYNTHIA LAN£, CARLSBAD, CA 92008
TELEPHONE NO.: 760-390-5952
DAT£: 11/7/16
~0-~ PLANNING DEPARTMENT APPROVAL "AS BUil T" "" ~ ~ ~ ~ :il :D DATI: / / «.' No.~ * (IIIGNID) ',t exp, 3 :JI )
v'~ =" ~'<-. PLANNING DIRECTOR RCE EXP. DATE "'~uF C~LIYCq, ~~w~ DATI: I I REVIEWED BY: (IIIGNID)
RICOIIIIINDID BY: \rlllll~ NINI) INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT
GRADING PLAN FOR:
SEARS RESIDENCE
4015 SUNNYHILL DRIVE
TIT!.$ SHEET FOR SWPPP
APPROVED: J~~~LDERT 1/;,_,3/zor?-
Cl1Y ENGINEER RCE 63912 EXPIRES 9/30/16 7 DATE
/1\ DWN BY:~ PROJECT NO. DRAWING NO. DA1E INITIAL DA1E INITIAL CHKD BY: TA, REVISION DESCRIPTION OlHER APPROVAL OlY APPROVAL RVWD BY: :lfzl CDP 07-12 458-7A
SCALE
J052\GPLAN_12-28-16
N
1"=20'
TO AU)ER
AVENUE
/1\
DA1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
\ e,q,. 3 ii I "AS BUil T" ... d' ~ ?I CM\ ~ ~~;ruLr
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE' I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT
EROSION CONTROL PLAN FOR:
SEARS RESIDENCE
4015 SUNNYHILL DRIVE
APPROVED: JJ? S~lpERT
I /43. 1201::/-
CllY ENGi~ RCE 63912 EXPIRES 9/30/18 I DI TE
DWN BY:-:::::llS:: PROJECT NO. DRAWING NO. DA1E INITIM. DA1E INITlAL CHKD BY: JG,
O'IHER APPROVAL QlY APPROVAL RVWD BY: ll:iil CDP 07-12 458-7A