HomeMy WebLinkAboutDWG 433-3A; CT 04-01; YAMAMOTO PROPERTY; 01-04L
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GRADING NOTES
(IN AIXJITION TO THE 1/EQl}/REMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUN/OPAi.. C .)
I. THIS PLAN SITTRSEDt:S ALL OTHER PLANS PREVIOUS/_ y APPROVED BY THE CITY OFICARLSBAD
REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. Affl?OVAL OF THIS PLAN DOES NOT LESSEN OR WAI~ ANY PORTION OF THE CARLSf!AD MUNICIPAL
CODE, RESOLUTI0/1 OF CONDITIONAL Affl?OVAL, CITY STANDARDS OR OTHER ADOIT!pNAL DOCUMENTS
LISTED HEREON AS THEY 11A y PERTAIN TO TlflS PROJECT. THE ENGINEER IN 1/ESP(i;l 'SIBLE CIIMGE
SHALL REVISE THESE PLANS WHEN NO/I-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DE~LOPER OR ENGINEER-ff-Wf!RK FROM
RESPONSIBIUIY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCO~RED IYJfl,lfl!i CONSTRIXTION.
ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR VAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE f/EQl}/RED FOR ANY~ ~ IN THE PUBLIC
RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INS/RANCE MUST FILED NAMING
THE CITY 6F CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY I THE MIN/Mi.ff
AM()lj/T OF $1,000,000.0() FOR EACH DCC/Rf/ENCE OF LIABILITY. THE INSURANCE 'ANY WRITING
THE POLICY MUST HA~ A RATING OF 'A' AlliJ A SIZE CATEGORY OF CLASS VAS ES ABUS/-IEO BY
'BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION J0/.(B)5 OF THE /JV/FORM BUILDING CODE, 1/ETA/N/Np WALLS OUTS/OE
OF PUBLIC RIGHT OF WAY f/EQl)/RE SEPARATE PERMITS FROM THE BUILDING DEPARf/1ENT.
6. NO WORK SHALL BE COMMENCED /JV/ IL All PERMITS HA vE BEEN OBTAINED FROM THE CITY ANO
OTHER APPROPRIATE AGENCIES.
1. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY~ ~ OR GRADING TO
BE PERFORMED /JVTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED A A VALID GRADING
PERMIT HAS BEEN ISSlED.
8. NO REVISIONS WILL BE MAOE TO THESE PLANS WITHOUT THE WRITTEN APPROVAi.. THE CITY
ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OFT, PLANS ANO THE
TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THI! CITY /£'ON BEING SIG
ENGINEER.
10, THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDIT!ONS 8 Y
ENGINEER-OF WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE !1A!NTA/NED TO T,
ALL TIMES DI.RING CONSTRUCTION.
/2. WHERE TRENCHES ARE W/T/f/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (,) SUMMARY SHEET,
(BJ LABORATORY WORJi SHEETS ANO (CJ COMPACTION CURVES, SHALL BE SWMITTE< BY A
PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSIM SS IN THE FIELD
OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SI.JJMITTED TO THE CIT ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLET!Oiv OF FIELD TESTS.
IJ. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERE, 'E TO
1/ECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISS,'.4.NCE OF A
BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTIO OF A
ROFESS!ONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY 00/NG BUSINESp IN THE FIELD OF
APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AIIEAS SHALL BE CONSTRUCTfD IN ACCORDANCE
WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE' EARTHWCf/K lCIFICATIONS.
ATTACHED TO THE PRELIMINARY SOILS INvESTIGATION. DAI~. Y FIELD COMPACTION R PORTS WILL BE
SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRECONSTRI.K;TION MEETING SHALL BE HELO AT TIIE S!TII PRIOR TO T/IE BEGINNI OF WORK ANO
SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTf'ICTION. Sf'ECTION.
Sl.ffRVISION, TESTING AlliJ ALL OTHER ASPECTS OF THE WORK. THE CONiRACTOR ~U REQUEST A
MEETING BY CALLING THE INSPECTION LINE AT (760) 458-5891 AT LEAST FIVE (5) W 'KING DAYS
PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR Will THEN BE CONTACTED Y THE PROJECT
INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PIIECONSTRUCTION MEETING APPROVED
DRAWINGS MUST Cc AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL tPROVIOED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE DE BY
CALLING THE ENGINEER/NG 24-110/.R INSPECTION REQUEST LINE AT 760 438-5891. 'SPECTION
REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE /I/SPEC ON IS NEEDED.
INSPECTIONS WILL BE MAOE THE NEXT WORK DAY UNLESS YOU REOl.£ST OTHERWISE. REOI.ESTS MADE
AFTER 2:0() P.M. WILL BE SCHEDULED FOR TWO FLU WORK OA YS LATER.
16. TIIE OWNER ANO/OR APPUC/WT THROUGH THE DE~LOPER AND/OR CONTRACTOR I L DESIGN,
CONSTRUCT ANO !1AINTAIN ALL SAFETY DEVICES, INCUJJ/NG SHORING, AND SHALL I SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND /1, 'ALTH STANDARDS,
LAWS ANO REGU..ATIONS.
17, THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO
TI/E CITY ENGINEER NIDIOR CONCERNED AGENCY SHOWING THE DESIGN OF S/-IOR/NG BRACING SLOPING
OR OTHER PROVISIONS TO BE !1AOE OF WORKER PROTECTION FROM THE HAZARD OF !:AV/NG GIIOlN)
DI.RING THE EXCAVATI0/1 OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INST. ~LAT/ON
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENOIES FIVE FEET (5) OR MOR," IN DEPTH AND
APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGE/-fCY PRIOR TO EXCA VA Ti 'N. IF THE PLAN
VARIES FROM THE SI/CRING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTIO. SAFETY ORDERS.
TITLE 8 CALIFORNIA AOMINISTRAT !VE CODE THE PLAN SHALL BE PREPARED BY A RE !STEREO
ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION l'ER1 1T MUST BE
SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
/8. NO BLASTING SHALL BE PERFORMED UNTIL A VALi: BLAST/II(; PERMIT HAS BEEN OB , !NED FROM THE
CITY OF CARLSBAD. SUB/T APPL/CAT/ON FOR BLASTING PERMIT WELL IN ADVANCE 0/ THE SCHEOU.JNG
OF BLASTING OPERATIONS.
/9, IF ANY ARCHAEOLOGICAUPAI..EONTOLOGICAL RESOURCES A/IE DISCOVERED WITHIN A Y WO/ii( AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEi WILL NOTIFY THE
CITY ENGINEER. OPERATIONS WILL NOT RESTART /..NTIL THE PERMITTEE HAS RECE/1 'I) WRITTEN
AUTHO/i/TY FROM THE CITY ENGINEER TO DO SO.
20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLW/NG WA!i ING lP, REPAIR,
ARRIVAi.., DEPARTURE OR OPERATION OF TRUCl(S, EARTHMOVING EQUIPMENT, CONST/ KT/ON EQUIPMENT
AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PER/0 BETWEEN 7:0()
A.M. AND SUNSET EACH DAY, MONDAY Tl/RU FRIDAY ANO NO EARTHMOVING OR GRADI IG OPERATIONS
SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AV. /LABLE AT THE
ENGINEERING DEPARTMENT C()lj/TER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CIT ENGINEER FOR
Affl?OVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING Of WORK,
22. IMPORT MA /ER/Al SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DER /TED AT, A SITE
APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A1'1Y/JEBR/S OR
DAMAGE OCCURRING ALONG THE HAU. ROUTES OR ADJACENT STREETS AS A RESU. T !OF THE GRADING
OPERATION.
25. BRUSH SHALL BE REMOVED ON/. Y WITHIN THE AREA TO BE GRADED. NO TREES ARE " BE REMOVED
UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24, ALL AREAS SHALL BE GRADED TO DRAIN GRADING RES!l_ TING IN /HE PONDING OF WA ER IS NOT
PERMITTED. All EARTHEN SWALES AND DITCHES SHALL HAVE A MINIM/.11 ONE PERCE, T SUJff ..
25. THESE PLANS ARE SWJECT TO A SIGNED AlliJ Affl?OVED SET OF EROSION CONTROL NS. EROSION
CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE CITY ENGINEER OR AS DIR TED BY THE
PROJECT INSPECTOR,
26. ALL SLOPES SHALL BE /RIMMED TO A FINISH GRADE TO PRDOUCE A /JV/FORM SI.RfAC ANO CROSS
SECTION. THE SITE SHALL BE LEFT IN A //EAT ANiJ OROERL Y CONDITION ALL STONE ROOTS OR
OTHER DEBRIS SI/ALL BE REMO~ AND DISPOSED OF AT A SITE Affl?OVED OF BY Tl/, CITY
ENGINEER.
27. ALL SLOPES SliA/..L BE IRR!GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITH(N TEN (/0) DAYS
OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPRO~ GRADING
PLANS,
28. LANiJSC/IPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQl)/REO BY CITY OF
CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWi G No. 45J-JL
AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE /IE WORK OF
THESE GRADING PLANS WI TH THAT S/-IOWN ON 80 TH THE LANDSCAPE ANO /RR/GA Tl PLANS AND THE
IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCOROANCE WITH THE LANDS 'APE MANUAL
TIME REQl}/REMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAO 1,550. FOR
PRIVATE STORM DRAIN PIPES, LV' TO /5" PVC MAY BE UTILIZED PROVIDED DEPTH IS LEJ THAN 15
FEET AND BACKFILLED WITH J/4" ROCX PER SORSD S-4 TYPE "C' AND PIPE MEETS AS1, STANDARD
J054 FOR SOR 55 SOLID WALL PIPE.
JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESU. T OF THE GRADING 'ERA TION, IT
SHALL BE REMO~O WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPL CEO WITH
PROPERI.. Y COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH C RETE OR
REMOVED AS APPROVED BY THE CITY ENGINEER.
J2. THE CONTRACTOR SHALL vERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE1GROiJVIJ AND
UNDER GROUND) WITHIN THE PROJECT SITE 5/FFICIENTL Y Af/fAD OF GRADING TO PEi 1T THE
REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE CONFLICT
WITH THE PROPOSED WOR!(.
JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 RJ._L
WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WOlil(
WITH A COMPANY REPRESENTATIVE. C T 0 0
UN!JERGl?JUND SERVICE ALERT
SDG8E
PACIFIC BELL
ADELPHIA CABLE CC11MU¥/CATIONS
CITY OF CARLSBAD (STREET AND STORM DRAIN)
'CARLSBAD MUNICIPAL WATER DISTRICT (WATER, SEWER 8 RW)
1tSAN DIEGUITO WATER DISTRICT
"LEUCADIA WASTE WATER
*VALLECITOS WATER DISTRICT
'0LM3/HAIN WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
* AS APPROPRIATE
J4. PERMIT COMPLIANCE REQUIREMENTS.·
/-800-422-4/35
(800) 660-7 J4J
(800) 892-0125
(760) 458-1141
(760) 434-2980
(760) 438-2722
(160) 635-2650
(760) 753-0155
(760) 744-{)460
(160) 753-6466
(760) 726-1340
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR
GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORJi IN PROGRESS
8.
(15. I6.I20A. 8) CARLSBAD M/JVIC/PA/.. CODE.
PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED
TO THE CITY ENGINEER VIA THE l'ROJECT INSPECTOR (!5./6.!20A./0) CARLSBAD MUNICIPAL CODE:
I. FINAL REPORT BY SlffRVISING GRADING ENGINEER STATING ALL GRADING IS COMFI..ETE. ALL
EROSION CONTROL, SLCf'E PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH
CITY CODE ANO THE APPROVED PLANS (OBTAIN SA/1PLE OF COMPLIANCE LETTER FROM CITY
ENGINEERING DEPARTMENT).
2. AS-BUil T GRADING PLAN.
J. REPORT FROM THE SOILS ENGINEER, WHICH /NCLWES RECOMMENDED SOIL BEARING
CAPACITIES. A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND S(J1!1AR/ES OF
FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE
SOILS ENGINEER THAT TIIE GRIIO/NG WAS 00/IE IN ACCORDNICE WITH THE REWIREMENTS
AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SIPPLEMENTS
THERETO.
4. REPORT WITH AS-BUILT GEOLOGIC PLAN, If REWIRED BY THE CITY.
55. UNLESS A GRADING PERMIT FOR THIS PROJECT IS /SSLED WITHIN ONE(/) YEAR AFTER THE CITY
ENGINEER'S Affl?OVAL, TI-/ESE PLANS MAY BE REQUIRED TO BE 1/ESUJMITTED FOR PLANCHECK. PLANCHECK
FEES WILL BE REOIJl/ltD FOR ANY SUCH RECHECK.
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OCEAN CREST AVE/1/JE
J6. THE SOILS REPORT TITLEO PRELIMINARY GEOTECHNICAL EVALUATION, YAMAMOTO PROPERTY, PREPARED BY
GEOSOILS, INC., DATED ,14NU4Rrf.T004, SHALL BE CONSIDERED A PART OF THIS GRADING PLAN. ALL
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA T/ONS AND SPECIF/CATIONS CONTAINED IN
SAID SOILS REPORT.
.. _L __ .;,--j~r
---------"I
"DECLARATION OF RESPONSIBLE CHARGE•
I HEREBY DECLARE THAT I AM THE ENGINEER Of WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFll-fcO
IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONS/STANT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: MLB ENGINEER/NG
ADDRESS: 2080 WINER/OGE PLACE, SUITE A
CITY, STATE: ESCONDIDO. CA
TELEPHONE: (760) 741-3577
C/V\\. ~
C~ I
BY:~ .. e
MICHAEL L. BENcS
DATE: ?Jg (){p
R.C.E. NO. 37893
REGISTRATION EXPIRATION DATE: 3/J//01
SOILS ENGINEER'S CERTIFICATE
/, CHARU:S H. CHRISTIAN, A REGISTERED GEO TECHNICAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY 00/NG BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
Hi..'IEBY CERTIFY THAT I HAVE REVIEWED THE S011.S REPORT SUBMITTED TO THE OFFICE
OF THE CITY ENGINEER AND COMPILED F/?CA A SAMPLING AND STWY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE MAOE BY GEOSO!LS, INC. BETWEEN THE
DATES OF NOVEMBER /, 2004 ANO JANUARY 8, 2005. I HA VE CONCLUDED THAT THE
FINDINGS ANO 1/ECOMMENOA TIONS CONTAINED IN SAID REPORT ARE STILL VALID AND I
ASSI.NE RESPONSIBILITY AS THE GEO TECHNICAL ENGINEER (F RECORD FOR THE
PROJECT.
'. R. G.E. NO.: _ _,,<)'-'tl"'-'.cl,__.._-------------11
DA TE: --~<J?.__-__:<l,<.J_7_---=()"'-"'(.. _______ _
LICENSE EXP/RATION DA TE: -~0~'--~7~0_-_0-1 __ _
OWNER'S CERT/FICA TE
Q
CITY OF ENCINITAS
VICINITY MAP
NO SCALE
SOURCE OF TOPOGRAPHY
AERIAL TOPOGRAPOH/C SURVEY FURNISHED 8 Y:
DIGITAL MAPPING, /NC.
2/062 8ROOKHl.ff/ST STREET, SUITE IOI
HUVTINGTON BEACH, CA 92646
(114) 968-5459
DA TE FLOWN: MARCH, 2005
THE T()f':)GRAPHY SHOWN HERON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS,
PROJECT LOCATION
THIS PROJf.'CT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER:
215-040-05
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 1984 E 6244.
BENCH MARK
DESCRIPTION: OC-0179 DISC SET IN WEST END OF SOUTH
HEADWALL OF 24" RCP
VICINITY MAP
SCALE: l"=/00'
WD/D
WD!D # 9 37C3369/I
PRIORITY: HIGH
LEGAL DESCRIPTION:
'
THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER
OF SECTION 27, TOWNS/-1/P /2 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE ANO MERIDIAN, IN THE CITY
OF CARLSBAD, C()lj/TY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS CALIFORNIA COORDINATE SYSTEM /983, ZONE VI, /99/.35
EPOCH, NORTH AMERICAN DATUM OF !983(NA083), GRID BEARINGS BETWEEN STATION CLSB-046 AND
STATION CLSB-044 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY COIITROl
NETWORK ESTABLISHED BY RECORD OF SURVEY No. 17271, FILED IN THE OFFICE OF THE SAN DIEGO
COUNTY RfCORDER ON FEBRUARY 8, 2002.
IE· NORTH l5'!5'04' EAST
REFERENCE BEARINGS FROM OTHER DOCUMENTS/DEEDS MA r JR MAY NOT BE IN TERMS OF SAID SYSTEM.
THE COMBINED SCALE FACTOR AT STATION CLSB-046 IS 0. 9999503/0. GRID DISTANCE= GROUND
DISTANCE MULTIPLIED BY COMBINED SCALE FACTOR.
REFERENCE DRAWINGS:
335-5 IMPROVEMENT PLANS FOR BLACK RAIL ROAD
397-4 IMPROVEMENT PLANS FOR CT 00-13
401-5 IMPROVEMENT PLANS FOR CT 99-/0
ABBREV/A TIONS
RIW RIGHT OF WAY BW BACK OF WALK
ELEV ELEVATION RW RECLAIMED WATER
FL FLOW LINE s SEWER
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE
FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARA T/ON OF AS-BUil T
GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND
THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS.
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.
I.
2.
3.
4.
5.
6.
CARLSBAD MUNICIPAL CODE.
CITY OF CARLSBAD STANDARDS .
THIS SET OF PLANS.
RESOLUTION NOS. 5828, 5829, 5830, 5831 & 5832 DA TED 2/05/05.
THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONS TR/JC TION (GREEN BOOK).
SOILS REPORT ANO RECOMMENDATIONS BY GEOSOILS, INC. W.0. 4132-A-/-SC DA TED JANUARY 8, 2004 AND UPDATE
LETTER DATED SEPTEMBER 28, 2005 BY CHRISTIAN WHEELER ENGINEERING.
1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS
8. CALIFORNIA COASTAL COMMIS/ON DEVELOPMENT PERMIT CONDITIONS DATED FEBRUARY 2, 2005.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED MAY /8, 2004.
10. STORMWATER POLLUTION PREVENTION PLAN FOR YAMAMOTO SUBDIVISION PREPARED BY MLB ENGINEERING, DATED
JUNE 5, 2005.
II. STORMWATER MANAGEMENT PLAN FOR YAMAMOTO SUBDIVISION PREPARED BY MLB ENGINEERING, DATED AUGUST 2,
2004.
12. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA), STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK ANO STA TE OF CALIFORNIA, DEPT. OF TRANSPORTA T/ON, CONSTRUCT/ON MANAGEMENT
PRACTICES (BMP) MANUAL.
LEGEND
IMPROVE/"/ENTS: OWG. No. " SYM8C¥.. QUANTITY
DRAINAGE DITCH (TYPE 8)
SWO/VIS/ON BOUNDARY
PROPOSED LOT LINE
PROPOSED PAD ELEVATION
EASEMENT LINE
SLOPE BANK (2:/ MAX.)
PROPOSED GRADE
SPOT ELEVATION
EXIST. CONTOURS
GRA I-EL BA GS
SILT FENCE
STABILIZED COIISTfllJCTION ENTRANCE
RIP-RAP (/25 LB CLASS) 7.5'X7.5'X2' DEEP
FIBER ROLLS
HYDROSEED
0-75 ----··-----
---------
..fuiJ=z1·••-YilJLL.
3.2%
552.0
......
-•--•--
-----FR-----ffl-
QUANTITIES ARE SHOWN FOR BONO PURPOSES ONLY, CONTRACTOR IS RESPONSIBLE FOR 810 QUANTITIES PER PLAN.
NoTES:
LT = LEFT OF CENTER LINE
RT = RIGHT OF CENTER LINE
CMWD W-= REFERS TO CARLSBAD MUVICIPAL WATER DISTRICT STANDARDS
CSO = REFERS TO CITY OF CARLSBAD STANDARD DRAWING
SORSD = REFERS TO SAN DIEGO C()lj/TY REGIONAL STANDARD DRAWING
* = IND/CA TES AS MODIFIED PER CITY OF CARLSBAD STANDARDS
500 LF
400 EACH
950 LF
3 EACH
25 CY
760 LF
15,000 SF
*' = ALL REFERENCED STANDARD DRAWINGS ARE AS PROVIDED IN SAN DIEGO REGIONAL STANDARD DRAWINGS /JVLESS OTHERWISE SPECIFIED.
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.
LOCATION: 0.4 MILE EAST OF INTERSECTION OF LA FP FLOOD PLAIN SD STORM DRAIN CARLSBAD MUNICIPAL WATER DISTRICT PLfflNG DEPARTMENT APPROVAL •As-BUILT•
BLACK RAIi. LLC,,
l/8Z8 RANCHO BERNARDO ROAD, SUITE 205
SAN DIEGO, CA 92/28
(858) 675-6400
OWNER DEVELOPER:
BLACK RAIL LL C.. -
/I8Z8 RANCHO BERNARDO ROAD, SUITE Z05
SAN DIEGO, CA 92128
(858) 675-6400
RECORDS FROM:
DATE
ELEVATION:
COSTA AVE. ANO SAXONY ROAD. FS
GB
C()lj/TY OF SAN DIEGO, DEPT. OF PUBLIC IE
WORKS: REPORT SV0/06-01, /0115185 MH
NSF
/3.87 DA TUM: M. S. L. NTS
p
PL
PVI
RCP
J
FINISHED SURFACE SF GROSS SQl)ARE FEET
GRADE BREAK TC TOP OF CURB
INVERT ELEVATION TF TOP OF FOOTING
MANHOLE TW TOP OF WALL
NET SQUARE FEET vc VERTICAL CURVE
Nor To SCALE w WATER
PAD ELEVA T/ON ws WATER SURFACE
PROPERTY LINE
POINT OF VERTICAL INTERSECT/ON (VC)
REINFORCED CONCRETE PIPE
EARTHWORK QUANTITIES
ROBERT J. WOJCIK, DEPUTY CITY ENGINEER
R.C.E. 35698, 1/fG. EXP. 8/J0/06
DATE
~,t'.\ )1~ DATE t./11):(,,,,-/ ~ ~
SIGNEO ~L C)o,J~~:: Pt.ANNING OIREClDR MICHAEL L. BENESH
~ DATE 'f/j~ i_;R,;;,·;;;CE,:,;·.;;J~l8;;_9J;:,•..:,R.:.:;fG;;. . .;;;Ex;;.P·;;.,;J;;.,;/J;;./i..:.;05;..._ ________ -I
SIGNED µ BY:
1/fCa-!MENDEO a Y __ c=";.:~"'5CJ'.tc--'--~~"':,_:"'..:.;1<,___ __
PRINT NAME
I t/ t,7 ID
~ City of Carlsbad ~ 1----1-----1-------------------f---+---l----t---l L.{_J ENGINEER/NG DEPARTMENT ~
~===--===:::::::::::::::::::::::::::::::::::::::::::::::::::====:'....':::~ GRADING AND ERDSI/JN C/JNTROL Pl.ANS FOR:
YAMAMOTO PROPERTY
CUT: 32440 CY
FILL: -8510 CY
SHRINKAGE (/0%/;. 850 CY
E n g i n e e r i n g APPRoVEo. GLENN r=As PRU!M 6 y
-~ p ol:. IC" "IE . dLa dS {:/ttf;fr/7,ff· --~ ~'IJc.~~~c;---~¢-fi-'!TE ~ r!!Jessiona tVt ngineers an n urvryors ill
EXPORT: 23080 CY
REMEDIAL OVEREX.: 3,500 CY
..._. ~•l) 6t~,sj DRAll1/8Y:~~-f'RoJECTNO. DRAWINGNO. <: 2080 Winridgc Place, Suite A, Escondido, CA 92029 INITIAL DATE CHECKED BY.· CT 04-0/ 4J'J'-JA l------------------------L----------------------------~::.::::::~:::::~::...:::::::::::~::. ______ .:,_ _______________ J~;~~;:;!===~R~E~Vl~S~l~ON~D~~E~SC;Rt;P:T:/:ON====~~o~THE:R:APPRo=:vA:L=!:::c:1T;:Y A;PA;;1lO;:V;;AL::;::;;;RE:v1:;fWE;:o;B:Y.:· ;:::;:;:;::;:;::;::;:;:;:;:;::=::;;:;:::;;:;!,J '<:( Phone 760 741-3571 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net ENGINEER OF WORK rt
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070507
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40 0 1--~
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tXIST, SEWER ON Cl.
EXIST. l~.\WArFff/'17'/N ·.,
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Lcrs I-4
PROP. GRADE
I' PAD GRADE -........1-__
I 6 ~EXIST11/G GRACE
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>;,-\..._"-V;...'-.. SECTION A
GRAPHIC SCALE
( l,'V FEET)
I INCH • 40 FT.
Nor To SCALE
BENCHMARK:
DESCRIPTION: OC-0179 DISC SET IN WEST END OF SOUTH HEADWALL
OF 24" F?CP
LOCATION: 0.4 NILE EAST OF WTFRSECT!ON OF LA COSTA AVE.
AND SAXONY f?OAD.
RECORDS FROM: COUNTY OF SAN DIEGO, DEPT. or PUBLIC WORX'S:
REPOHT SV0/06-0!,/0//5185
ELEVA T/ON: 13.87 DATU/1: MS.L.
3'
PAD GRADE
.. ' . I\ .
LOTS 16
PROP. GRADE
"'"~"~~
. "".7~"77 7:r--,.
/. 'V/ ".'-v
PLANTABLE RETAINING WALL
SECTION B
NOT To SCALE
ENGINEER OF WORK
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MICHAEL I . BENESH, RCC 5 7893
REG. EXP/RES 3/31107
IE
SONG BIRO AVENUE
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-LOT4 8 5
I
BROWDITCH ~
3'
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EXISTING GRADE/
2
PAO GRADE PROP. GRADE
IE
CT 99-10
5' PRIVAlt DRAINAGE EASEMENT
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-----3' MIN.
PAD GRADE
RETAINING WALL TYPE I, SDRSD C-! (SEE PLAN)
TYPICAL DRAINAGE SWALE DETAIL -RETAINING WALL
Nor To SCALE
!% MIN, SWALE
PAD GRADE
5'
Z:I SLOPE
5' f'1lN.
1% NIN. SWAIE
PAD GRAD£
TYPICAL DRAINAGE SWALE DETAIL -No RETAINING WALL
Nor To SCALE
BROW DITCH LOT 4 8 IZ ONLY
EASEMENT NOTES
RETAINING WALL FG DETAIL
Nor To SCALE
3'
PROP. GRADE
PAD GRADE "'1....1....~
SECTION D
NOT TO SCALE
0 INDICATES EASEMENT FO.R ROAD, PUBLIC UTUTY ANO INC/DENTAL PURPOSES RECORDED FEBfliJARY 20, /959 IN BOOK 7506, PAGE !,92
OF OFFICIAL RECORDS.
/NO/CA TES EASEMENT GRANTED TO FRAN/( H. AYRES AND SON, A CORPORA T/ON, HOLDER OF AN EASEMENT FOR ROADWAY PURPOSES AND
li!GHT OF WAY FOR INSTALLATION 0" PUBLIC UTILITIES AND PIPELINES AND INCIDENTAL P'JRPOSES FIECORDED AUGUST 26, 1960 AS F'IF
NO. 174501 OF OFFICIAL RECORDS.
INDICATES EASEMENT GRANTED TO CITY OF CARLSBAD, .HOLDER OF AN EASEMENT FOR PUBLIC STREET ANC PUBLIC UTIL!IY f'URPOSES
PER OOCUl1ENT RECORDED DECEMBER 26, 1997 AS FILE ND. 1997-0658896 OF OFFICIAL RECOfl/',,S,
CITY OF CA.1/LSBAD, HOI.JJER OF AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES PER DOCUl1ENT RECOR"JcC AUGUST 6,
2002 AS FILE NO 200206639/6 Of OFFICIAL RECORDS.
IND/CA TES .RESTRICTED SIGHT DISTANCE COR'IIOOR AREA. (.'iEE FINAL MAP CT 04-01 NOTE S.HEEI 4 FOR RESIN!CTEG USES.)
INDICATES PUBLIC UTIL/1/ES fASE/1ENT TO THE CiTY Of CARLSBAD DEDICA TEO PER FINAL NAP CT 04-01.
INDICATES PRIVATE DRAINAGE EASTNENT PEli FINAL NAP CT 04-0/.
NOT To SCALC
SECTION C
1----+--+---------------+---+----t--+---< I 52T I ~c_1_·_tY __ EN_0Gl'lii_{_RI_WG_~_P?_RT_~_!_s_b_a_d~ I s:rs I
DATE
Engineering
Professional Civil Engineers and Land S urvryors
2080 Winridge Place, Suite A, Escondido, CA 92029
Phone 760 741-3577 PAX 760 897-2165 E-Mail: MLBenesh@pacbellnet ENGINEER C'F W:?iiW
IN!T!/Jl
REVISION DESCRIPTION OTHER APPR';iVAL CITY AFff'OVAL
GRADING AND EROSION CONTR'X PLANS FCR:
YAMAMOTO PROPERTY
APPRflVED: GLEMI T!IOM4S PRU!M_q'}"
/4 <--<~~,,,£ CITY E'l6JNE£R CIVll.:51214.&. 09/30/2(){)7
fRoJECT NO. DRAWJNG NO
CT 04-01 433-JA
051206
i l
EROSION CONTROL
619 850-9884 • (Pl/ONE NUMBER) '
I
OTES
AT /. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MR. CHRISTOPHER VAU r
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
1
AT ALL TIMES DURING THE RAINY
SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CO~VENIENT LOCATIONS TO
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMI NT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WlrHOUT THE PPROVAL OF THE ENGINEERING
INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKI GORDER TO THE SATISFACTION
OF THE CITY ENGINEER AFTER EACH RUN-OFF PI/ODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES 4s MAY BE REQUIRED BY THE CITY
ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN C/RCrSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAl(E 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 PLA SHALL BE !NCORPORA TED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM T. FACE OF SLOPE AT THE CONCLUSION
OF EACH WORl(/NG DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE EN 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.
/0. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4-INCH MINIMUM AGGREGAITE.
//. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE C VERAGE OF GRADED SLOPES (90%
COVERAGE) PRIOR TO NOVEMBER /5, THE SLOPES SHALL BE STABILIZED BY CH STRAW INSTALLED IN ACCORDANCE
WITH SECTION J5. 02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL PLANT/ G AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL Pl.ANTING AND /RR/GA Tia SHALL BE INSTALLED AND MAINTAINED .AS
REQUIRED IN SECTION 2/2 OF THE STANDARD SPECIF/CATIONS AND THE FOLLO ING:
A. HYDROSEEDING SHALL BE APPLIED TO:
/. ALL SLOPES THAT ARE GRADED 6:/ (HORIZONTAL TO VERTICAL) OR SfEPER WHEN THEY ARE:
A. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC W,ILL OR STREET.
8. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED rLA TTER THAN 6:/ WHEN ANY OF THE FQLLOWING CONDIT ONS EXIST:
A. NOT SCHEDULED FOR !MPROVEMENTS(CONSTRUCT/ON OR GENERAL LANtCAPING) WITHIN 60 OAYS OF ROUGH
GRADING.
8. IDENTIFIED BY THE PARJ<.S AND RECREATION DIRECTOR AS HIG/11. Y V!SfLE TO THE PUBLIC.
C. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER TH1_T WARRANTS IMMEDIATE TREATMENT.
8, HYDROSEEDED AREAS SHALL BE !RR/GA TED IN ACC()ROANCE WITH THE Fa LOWING CRITERIA:
/. ALL SLOPES THAT ARE GRADED 6:/ OR STEEPER AND THAT ARE:
A. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAN WATERING FROM QUICK COUPLERS/HOSE
BIBS OR A CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRI LER HEADS PROVIDING /00% COVERAGE.
8. GREATER THAN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A C VENT/ONAL SYSTEM OF LOW PRECIPITA T/ON
SPRINKLER HEADS PROVIDING /00% COVERAGE.
2. AREAS SLOPED LESS THAN 6:/ SHALL BE IRRIGATED AS APPROVED BY T, CITY ENGINEER, PRIOR TO HYDROSEEOING.
THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE If/RIGA Tl TO THE CITY ENGINEER. THE PROPOSAL
SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE E.EMENTS OF THE PROPOSED SYSTEM.
J. !RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE TIMUM LEVEL FOR THE GROWTH OF THE
HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FQLLOWING:
/. SEED MIX SHALL CONSIST OF NO LESS THAN:
A. 20 LBS. PER ACRE OF ROSE CLOVER
8. 20 LBS. PER ACRE Of ZORRO FESCUE
C. J LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA
D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA
E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
F. /12 LB. PER ACRE OF OIMORPHOLECA
G. ITEMS C,D,E, AND F OF THIS SUBSECTION MAY BE OMITTED ON fCA TIONS WHERE THE AREA BEING
HYDROSEEDED IS NOT VISIBLE FROM EITHER A FWLIC STREET 01 RESIDENTIAL STRUCTURES.
H. ITEM A OF THIS SUBSECTION MUST BE INOCULA TEO WITH A NIT~GEN FIXING BACTERIA AND APPLIED
DRY EITHER BY OR/LL/NG OR BROADCASTING BEFORE HYDROSEED G.
I. ALL SEEO MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE UNOPENED CONTAINERS W/Tlf THE
CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT!FICAITION TAG ATTACHED TO, OR PRINTED
ON SAID CONTAINERS.
J. NON-PHYTO·TOX/C WETTING AGENTS MAY BE ADDED TO THE H~~SEED SLURRY AT THE DISCRETION OF
THE CONTRACTOR.
2. TYPE / MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 LBS PER A E. TYPE 6 MULCH (STRAW) MAY BE
SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATER/Ag. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY FVNCHING NO LESS THAN 50,1, OF THE STRAW INTO THE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH\ 15% SULPHUR APPLIED AT THE RATE
OF 500 LBS. PER ACRE.
O. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEO!NGtY.·
I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TIQ OF:
A. TRACK WALKING SLOPES STEEPER THAN 6:/
8. HARROWING AREAS 6:/ OR FLATTER THAT ARE SUFFIC!ENTL Y F. /ABLE.
C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS A OR 8 BOVE.
2. CONOITION/NG THE SOILS SO THA T IT IS SUI TABLE FOR PLANTING BY:
A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A OAMP B T NOT SA TURATEO SEED BED.
8. THE ADDITION OF SOIL AMENDMENTS, PH ADJIJSTMENT, LEACH/N OR COVERING SALINE SOILS TO PROVIDED
VIABLE CONDITIONS FOR GROWTH.
E. · HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GRO TH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT L 'DSCAP/NG, UNTIL THE PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
8" MIN DIA. FIBER ROLL
/x2 STAKE(2 FT. LONG) @ 4' 0. C.
2' TO(." DEEP TRENCH
ENTRENCHMENT DETAIL
IX2 STAKE(2 FT. LONG)
INSTALLATION DETAIL
FIBER ROLL DIKE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL ANO COMPACT THE
EXCA VA TED SOIL.
FILTER FABRIC
SILT FENCE
FILL SLOPE
9 IN.
MIN.
2 FT
EARTHEN RIDGE
UNLINED SW ALE & BERM
GRAVEL FILTER
~
RUNOFF I II
WATER WITH
SEDIMENT
SEDIMENT
WIRE SCREEN
FILTERED WATER
DROP INLET
WITH GRATE
~--coNCRETE: BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
--------
DROP INLET
l'IITH GRATE
COMPACTED SOIL
TO PREVENT PIPING
2X6 STRUT(S)
RUNOFF WATER
WI TH SEDIMENT
STAKED
SIRAW BALE
2X6 STRUT(S)
•
STRAW BALES
STAKED WITH TWO
STAKES PER BALE
END AND SIDE
OVERLAP AT
CORNERS I Ill
FLOW ►
2X6 STRUT(S)
REQUIRED WHEN
NOTED ON PLANS
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB
GAP BETWEEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEL BAGS
l'IITH ENDS OVERLAPPED
GRAVEL BAGS
4"-6" LOGS
18" I
LOG CHECK DAM
A
POINTS A SHOULD BE HIGHER THAN POINT 8
HAY BALE CHECK DAM
,, .
6 IN (15 CM)
24 IN (61 CM)
I
COARSE AGGR GRATE
!
24 IN (61 CM)
L=DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL £LEVA TTON
GRAVEL CHECK DAM
Engineering
Prefessional Civil Engineers and Land S urvryors
600 South Andreasen Drive, Suite E, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBencsh@pacbdl.net
LEGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
(TC-I llodilled .. follo1!3:
lletal Shaker Plates required unless specifically
waived by the engineerini inspect.or due lo sile
constraints.
Rock Size shall be 2" llinlll!.
A !ence, barricade or other device approved by
the engineering inspect.or shall be used w
rest.ricl construction traffic to the construction
entrance,)
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAM
RIPRAP
FIBER ROLL
SYMBOL
-----
--■--■-
---
---------
V/ V/ V/ V/
cxxxmhrrm
--• l--1•►1
-FR----FR--
ENGINEER OF WORK
/✓• -e ~a/,,-~
7.M,~CHA_c_L~L.-B~EM_c._SH~, RC~Elt!!J7;,8~9J~-~· iffo
REG. EXPIRES 3/3/IOf
"AS-BUILT"·
/Z --~ 7//0/2.v'o
M!CHAB. L. BENESH 1 OATE
R.C.E. 37893, REG. EXP. J/J/105
• t. 1 /I)
DAE
l----,i-----+----------------+---+--t----+---11 S3T I ~C_i_tY __ Ei_N?_1!_~_~_Gc_Oe_P?_R[_Mt_fr_s_b_a_d~I s!~ I
GRADING AND EROSION ('JNTROL PLANS FOR:
YAMAMOTO PROPERTY
CT 04-0/
APPROVED: GLENN THOMAS fWV'I d y
1---+--+-----------+---+---+--+--i && •f-e': Q' ve:----~ 1,j//~ CITY ENGINEER C1,'i'fiE:51214 REcAxP.09/J0/2cc0~01~--_-.~ DATE
OATE INITIAL INITIAL DATE INITIAL PROJECT No. DRAWING No.
ENGINEER /)F WORK REVISION DESCRIPTION CITY AIIB'VAL CT 04-01 4JJ-JA
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1 051206 L
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Engineering
Professional Civil Engineers and Land S urvryors
2080 Wineridge Place, Suite A, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbe!Lnet
I I I ,, I
ENGINEER OF WORK
4__..-,,,-.,
MICHAEL L, BENESH, RCE 37893
REG. EXPIRES 313//01
• ~
GRAPHIC SCALE
/60
I
( IN FEET)
I INCH = 40 FT,
1------1---1-----------------1---+--l----+----ll ~ =5=4="=l--==C=1=· t=y=E.=N?=1!=R=ING=r=""=~=~=!='=s=b=a=d='-'l=s~=~=rs~I
GRADING AND EROSION CONTROL Pi.MS "OR:
YAMAMOTO PROPERTY
A~VED: GLENN THOMAS PR/JIM dY
CITY ENGINEER C!VfL ~274 k_.ixP. 0913012007 0,t, If:.
l--c----+---1-1------------------+--=----+-c---11-:,--l-:,---l ~OR::¼::WN~B=v:====~;===:::R::7l0:::JE::l=:'T::N=o=. :::=:::;-r=-=-=D-=R-"=W-=!N-=G-=N-=,o-.=-~
DArE /NlrtAL DAf£ INITIAL DATE INfTIAL CHECKED Bt".·
RfVtEWEDBY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APll?OVAL CITY APPROVAL
&:<-,~6;~~--,£ #&;!•<-
CT 04-01 4JJ-JA