HomeMy WebLinkAboutDWG 472-7B; CT 06-13; TABATA 10 STOCKPILE; 01-03C.: !,AO INC.: NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVJOUSL Y APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE JS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGJNEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THf INSURANCE; COMPANY WRITING THf POI ICY MUST
HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER
AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE 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 THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT 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, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WI THIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
/J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDA T/ONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EARTHWORK SPECIF/CA T/ONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
. 14. A PRF;CONSTRIICTION MlfTING SHAii Bf HFI D AT THf SITF PRIOR TO THF
BFGINNING OF WORK AND SHAii BF A IIENDW BY All REPRESENIA TfYES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPF;CTS OF THf WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE
PRECONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
:15. All fNSP(CTfON RFOIIFSTS OTHER THAN FOR PRFCONSTRUCTION MlfTING WIii Bf
MADE BY CAif /NG THE FNG/NfFRING 24 HOIJR INSPF;CTION RFOIJFST /INF AT
{760) 438 3891. /NSPF;CTION REQUEST MUST BF RfCffYW PRIOR TO 2: oo P.M.
ON THE DAY BEFORE THE INSPECTION JS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
:16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING
SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGULATIONS.
·11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING. BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CA \I/NG GROUND DURING THE
EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE JNSTALLA TION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY· ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE Pl AN VARI£$ FROM THE SHORING SYSTFM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A
RFGISTFRm FNG/NFFR AT THF CONTRACTORS fXPFNSE. A COPY OF THE OSHA
EXCAVA T/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVA T/ON.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON. OPERATIONS WILL CEASE IMMmJATfL Y AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING
WARMING UP. REPAIR. ARRIVAL. DEPARTURE OR OPERA T/ON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY. MONDAY THRU FRIDAY AND ND EARTHMOVING OR GRADING
OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST 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 CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON.
2J. BRUSH SHALL BE REMOVED ONLY WI THIN 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 JS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM 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 FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES. ROOTS DR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABIUZED, 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.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. 1 THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. ____ , 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 T/ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE .WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERA T/ON, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
JI. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFIC/ENTL Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
J2. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)660-7J4J
PACIFIC BELL (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CA T/ONS (760)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
"CITY OF CARLSBAD(SEWER. WATER & RECLAIMED WATER) (760)438-2722
'SAN 0/EGUITO WATER DISTRICT (760)6JJ-2650
1-EUCADJA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
>OLIVENHAIN WATER DISTRICT (760)753-6466
'BUENA SANITATION DISTRICT (760)726-1340
*AS APPROPRIATE
JJ. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER.
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE.
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.Bf
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING JS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA T/ON ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT}.
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES. A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FJELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN. IF REQUIRED BY THE
CITY.
J4. UNLESS A GRADING PERMIT FOR THIS PROJECT JS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION ,
PREPARED BY v1NJF MIDDI ETON ENGINEERING INC DA TED
DECEMBER 13 ,2a.JL. SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
"UECLAHATION OJ<' HESl'ONSllJLE CIIAIH.:E"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN JS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA T/ONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME. AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: REC CONSULTANTS INC
ADDRESS: 2«2 SECOND AVENUE
CITY. STATE: ~~~ <
:r:EPHONE: 8:~::a~§iGff Z oATE, 10 ,-; 7-!'3
R.C.E. N0.: __ -185~2-9 ___________ _
REGISTRA T/ON EXP/RAT/ON DA TE: _6=/~30=/~H~-----
SOUl,CE 01<' TOPOC.:l,Af"IIY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY METHODS FROM JNFORMA T/ON GATHERED ON ____ ~
20 __ BY-----------------
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
I' !,OJ ECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
212-050-32 & 33
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N ___ __.w.,__ ____ f ____ l.\&j'-----------
lJENCII illAHK
DESCRIPTION: FD. ROD IN SLEEVE \IIITH ALUMINU!.4 CAP SET INSIDE A 6'
ALUt.llNUt.4 ACCESS CO'lffi
LOCATION: JHE NORJH ~DE OF JHE RUNWAY OF PALOMAR NRPORT
RECORDED: PT. NO. 157 (HPGN 11-07) PER ROS 17271
ELEVA T/ON: 309.190 DA TUM: NGVD29
SOILS liNC.:IN[,:[,:l(S ci,:1n·11,·1cATE
/, S. t.4EHDI SHARIAT • A REGISTERED (CIVIL/
GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA. PRING/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
____ ,,,OC.uJ.,.OA..,E...,.R_.2.,._o. 20 DJ AND OCTOBER 22 . 20.llt_. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS §.JUDY, WITH MY
RECOMMENDA T/ONS, HAS BEEN SUBMITTED TO TH_fr"-,0 FICJ;; OF TH CITY
ENG/NEE i~ ~ c-~ ....1-',---/.-) 1
, .. <~ • .;;~~ ~ th'~-"i..;\ SIGNED: "~.1-r~'C~~t:·~::::::~~~===:::::::~---..;~(/ ~'ii \
'-" '.Ii'~ ~ 2855 }}j No.2aa5 r:Jn -G.E./P.E. N~:~=~----------E•o / •1J!.11 * ·~ Ydli14 '01 DATE: (tJ -/ b -f ~
<f)< <il-n,.._ . ~ > ...
/'N,;,01,11r11C. ~• LICENSE: EXP/RATION DA TE:
",OF CAl\ o'f.
SAVF DATF: 10/74/701:1 10:06 AM -FIi F PATH: P:\ACAl)\857 TAFlATA STOCKPII F\GRADING\STOCKPII F.rJWG
'f ABATA 10 STOCKPILE lrOl{K TO UE OONli
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES. EROSION CONTROL FACILITIES. AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS. SPECIF/CA T/ONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
EHOSION CONTHOL NOTliS
1. li'friZJ&of!:ifil~f~CY WORK IS REQUIRED, CONTACT MA!2.~. r<in.-r€f2 AT
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN JS EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEER/NG INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA T/SFACTION 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.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE JNCORPORA TED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE} PRIOR TO NOVEMBER 15. THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TliillPOEAHY El,OSION CONTI<OL PLANTINC.: ANO IIU,IC.:ATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T/ON SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CA TJONS AND THE FOLLOWING: -
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TD A
PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS (COI\ISTRUC:T/ON OR GENERAL.
LANDSCAPING} WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC .
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIP/TA TJON SPRINKLER HEADS PROVIDING 100¾
COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER. PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROV/DE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS. TYPES AND COSTS OF THE ELEM EN TS OF THE
THE PROPOSED SYSTEM.
J. /RR/GA T/ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYOROSEEDEO GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. J lbs. PER 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
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE JNOCULA TED WI TH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGRJCUL TURE CERT/FICA T/ON TAG ATTACHED TO. OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXJC WEmNG 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 PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
J. FERTILIZER CONSIST/NG OF AMMONIUM PHOSPHATE SULFATE. 16-20-0, WITH 15¾
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 COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SA TURA TED SEED BED .
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING JS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
VICINITY MAP THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY
ENGINEER.
CITY OF OCEANSIDE
18
SITE
"''"'o CITY OF VISTA
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CITY OF
SAN MARCOS
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENG/NEERING STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO. 66Q2--6608 DATED JULY 15, 2009
5. THE STANDARDSPECJFICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDA T/ONS BY VINJE MIDDLETON ENGINEERING, INC.
____ DA TED DECEMBER 1J. 2011
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED JULY 15 2009
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED JULY 15. 2009
10. STORM WATER POLLUTION PREVENTION (SW 1J-2J9) PLAN PREPARED
BY REC CONSULTANTS, INC DATEO~JU=L~Y~2=0~1J~-----
WOID NO. 9 J7C;3'"""(e'---''l'--"7__,lc.O'-------------
11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCT/ON SITE BMP MANUAL.
PACIFIC
OCEAfl
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CITY OF ENCl,IITAS
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OESCl<ll'TION
STAUILIZEU CONST.
;;NTl<ANCE
SILT I-'l•:NC!c
LINED S\fALE
STD. ()UANTITY SYMUOL
TC-l
uoo LJ,'
D-70 G70 LJi'
GllAVEI. UAGS
(t:llAVe:L UAG lrnHM)
LOO EA =
0 WN El( S Cl!:lfl'IJ<'ICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. ✓
STOl(M DllAIN
INLl':T l'IWTJ·:cTJON
SE-10
_f? ~ . 7~1 IO·~l-13
NOBORU TABATA DATE
SJ·:JJIMJ-:NT Tl(AI'
MJ'l'IC:ATION 1\IEASUlil':S
1. IF CONSTRUCT/ON MUST BE CONDUCTED DURING THE BREEDING SEASON OF BIRDS LISTED BY THE
MBTA. FEBRUARY 15 THROUGH AUGUST 30, A QUALIFIED BIOLOGIST SHALL CONDUCT A FOCUSED SURVEY
FOR BIRD NESTS NOT MORE THAN 72 HOURS PRIOR TO COMMENCEMENT OF VEGETATION CLEARING
ACTIVITIES. IF ACTIVE NESTS ARE FOUND, THE CJTYS CONSTRUCT/ON CONTRACTOR SHALL CEASE
CONSTRUCT/ON WI THIN AN APPROPRIATE BUFFER ZONE OF 500 FEET AROUND THE NEST SITE. AS
DETERMINED BY THE PROJECT BIOLOGIST. A TEMPORARY HABITAT FENCE SHALL BE INSTALLED AT THE
500 FOOT BUFFER AROUND THE NEST SITE ANO NO ENCROACHMENT SHALL BE ALLOWED UNTIL
JUVENILES HA VE FLEDGED AND THE NESTING CYCLE JS COMPLETE, AS VERIFIED BY THE BIOLOGIST.
CREWS WILL BE BRIEFED WITH THE REQUIREMENTS, CONSEQUENCES AND ENFORCEMENT OF THE MBTA
PRIOR TO CONSTRUCT/ON ACTIVITIES.
2. PALEONTOLOGICAL MIT/GA TION MEASURES SHALL BE IMPLEMENTED AS FOLLOWS:
A. PRIOR TO ISSUANCE OF A GRADING PERMIT THE PROJECT DEVELOPER SHALL RETAIN A QUALIFIED
PALEONTOLOGIST TO CARRY OUT THE MIT/GA TION PROGRAM OUTLINED HERE. (A QUALIFIED PALEONTOLOGIST
JS DEFINED AS AN JNDl\1/DUAL WITH A MS OR PH.D. IN PALEONTOLOGY OR GEOLOGY THAT JS FAMILIAR
WITH PALEONTOLOGICAL PROCEDURES AND TECHNIQUES.)
B. A QUALIFIED PALEONTOLOGIST SHALL BE PRESENT AT A PRE-CONSTRUCT/ON MEETING TO CONSULT
WITH THE GRADING AND EXCAVATION CONTRACTORS.
C. A PALEONTOLOGJCAL MONITOR SHALL BE ONSITE AT ALL TIMES DURING MASS GRADING ANO
EXCAVATION ACTIVITIES. INCLUDING UTILITY TRENCHING, ETC. (A PALEONTOLOGJCAL MONITOR JS DEFINED
AS AN JNDl\1/DUAL WHO HAS EXPERIENCE IN THE COLLECTION AND SALVAGE OF FOSSIL MATERIALS. THE
PALEONTOLOG/CAL MONITOR SHALL WORK UNDER THE DIRECTION OF A QUALIFIED PALEONTOLOGIST.)
D. WHEN FOSSILS ARE DISCOVERED. THE PALEONTOLOGIST (OR PALEONTOLOGICAL MONITOR) SHALL
RECOVER THEM. IN 1MOST CASES THIS FOSSIL SALVAGE CAN BE COMPLETED IN A SHORT PERIOD OF
TIME. HOWEVER, SOME FOSSIL SPECIMENS (SUCH AS A COMPLETE LARGE MAMMAL SKELETON) MAY
REQUIRE AN EXTENDED SALVAGE PERIOD. IN THESE INSTANCES THE PALEONTOLOGIST (OR
PALEONTOLOG/CAL MONITOR) SHALL BE ALLOWED TO TEMPORARILY DIRECT. DIVERT, OR HALT GRADING TO
ALLOW RECOVERY OF FOSSIL REMAINS IN A TIMELY MANNER. BECAUSE OF THE POTENTIAL FOR THE
RECOVERING OF SMALL FOSSIL REMAINS, SUCH AS /SOLA TED MAMMAL TEETH, IT MAY BE NECESSARY
TO SET UP A SCREEN-WASHING OPERATION ON THE SITE.
E. FOSSIL REMAINS COLLECTED DURING THE MONITORING ANO SALVAGE PORTION OF THE MIT/GA TION
PROGRAM SHALL BE CLEANED, REPAIRED, SORTED. AND CATALOGED.
OSS/LS, ALONG WITH COPIES OF ALL PERTINENT FIELD NOTES. PHOTOS. AND MAPS. SHALL F. PREPARED F
BE DEPOSITED
COLLECTIONS S
BE ACCOMPAN
(AS A DONATION) IN A SCIENTIFIC INSTITUTION WITH PERMANENT PALEONTOLOGICAL
UGH AS THE SAN DIEGO NATURAL HISTORY MUSEUM. DONATION OF THE FOSSILS SHALL
JED BY FINANCIAL SUPPORT FOR INITIAL SPECIMEN STORAGE.
MMARY REPORT SHALL BE COMPLETED THAT OUTLINES THE RESULTS OF THE MITIGATION G. A FINAL SU
PROGRAM. THIS
SECTION(S) EX
REPORT SHALL INCLUDE DISCUSSIONS OF THE METHODS USED. STRATIGRAPHIC
POSED. FOSSILS COLLECTED, AND SIGNIFICANCE OF RECOVERED FOSSILS.
.
.
4/21/14 6.A.1<,. Ii'. REVISE IMPORT/FILL QUANTITj;, . . ~ DATE INITIAL f-\ 0 l"O,c;i;----1-.rE"S") L r DATE iNITIAL
LEC.:AL OESCEIPTION
BEING A SUBDIVISION OF PARCELS 1 AND 2 OF PARCEL MAP NO. 2481, IN
THE CITY OF CARLSBAD, COUNTY OF SAN,DIEGO, STATE OF CALIFORNIA
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY
ON MARCH 21, 1974 AS FILE NO. 74-071006, OFFICIAL RECORDS
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TITLE SHEET
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ENGINEERING'ANAGER PE 41204 EXP. 3/31/15 DATE
~IE. DWN BY: Ko'' INITIAL CHKD BY: '-,rJ.. PROJECT NO . DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 06-13 472-78
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"AS BUILT"
RCE __ _ EXP, ___ _ DATE
REVIE\./ED BY,
INSPECTOR DATE
I SH2EET I CITY OF CARLSBAD I SH3EETS I t-----+--+--------------+---+---+---t----l ENGINEERING DEPARTMENT
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1 THIS SHEET REPLACES SHEET 2 APPROVED ON 12-3-13
4/21/14 B.A.R. REVISE IMPORT/FILL QUANTITY
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
TABATA 10 STOCKPILE
(UNCOMP ACTED FILL)
DWN BY:
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PUBLIC RIGHT-
OF -WAY
50'MIN.
B" MIN.
PROF/Lf
CONST. FENCE
EXISTING GROUND PUBLIC RIGHT-OF-WAY
2 ' MIN.
10'MIN.
T PLAN
R=20' MIN.
METAL $__H(,KERflA TES (24 MIN. PROVIDE APPROPRIA 7E TRANSi TION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRVCTION ENTRAI\'CE
PER CASQA BMP CONSTRUCTION HANDBOOK, TC-1
(MODIFIED AS SHOWN)
I. SET POSTS AND EXCAVA 7E A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG TI-IE LINE Of' POSTS.
J. ATTACH TI-IE FIL TE:R FABRIC TO
TI-IE WIRE FENCE AND EXTE:ND IT
IN TO TI-IE TRENCH.
2. STAPLE WIRE f'£NCING TO
TI-IE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT TI-IE
EXCAVATE:D SOIL
SILT FENCE
' ' ' '
GRA\fl BAGS
2 BAGS HIGH
DROP INLET
WITH GRA7E
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MIN. 2 PER INLET ~~r o 1111111 0
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GRAVEL BAG SILT BARRIER
GRA V[L BAGS OV[RlAP
ONTO CURB -
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J f'T (0.9 M) MIN.
71-/REE lA YERS OF GRA ITT BAGS
1'/171-/ ENDS OV[RLAPPED
GRAVEL BAGS
/ TOP OF BERM
' / ' /
EXIST. RG SURFACE
'----------SEDIMENT TRAP AREA ______ .,/ 12•
TOP OF SLOPE
TOP OF BERM
A
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SEDIMENT TRAP AREA
BURY 6" DEEP
, .... a
ROUGH GRADING CONTOURS
SANDB~GS 2 HIG~
ALONG TOP DITCH CUT
TOE OF SLOPE
10'
MIN
A-A
DOWNDRAIN SE:CTION
NOT TO SCALE
20'
MIN
20'X6' RIP-RAP MAT PER SDRSD D-40
No, J BACKING, T=l .1'
OVE!! FIL TEI! FABRIC, Tl'PE 2
SEDIMENT TRAP AND RIP RAP OUTLET PROTECTION
6 IN (15 CM)
24 IN (61 CM)
l
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(BJ
GRAVEL CHECK DAM
9 IN. EARTI-/EN RIDGE
UNLINED S1VALE & BERM
RIP RAP
-BURY 6" DEEP
-SAND BA GS 2 HIGH
c:~SUR~CE---·;-~~-------4H!W . ,. 1¼g{Ha;gfff • 12·
PROPOSED DOWNDRAIN GROUND
14----___a_' ---1-
8-8
DOWNDRAIN SE:CTION
NOT TO SCALE
OAlE INITlAL OAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
"AS I3UILT"
RCf'. FXP . DAT[
Pl V Jl \JlD bY• .
INSPECTOR D/1 TE
~ CITY OF CARLSBAD rn 3 ENGINEERING DEPARTMENT '
GRADING PLANS FOR:
T1\BA_ Ti\ 10 STOCKPILE
(UNCOMPACTED
(DETAILS)
FILL)
APPROVE~ JI'~ ;{},,t-GLEN K. VAN PESKI . 12-3-:12
ENGINEERINd' MANAGER PE 41204 EXP. 3/31 /15 DATE
DWN BY: a•• ·
I
PROJECT NO. I DRAWING NO. CHKD BY:~ CT 06-13 RVWD BY: 472-7B