HomeMy WebLinkAboutDWG 404-5A; PIP 00-04; C.A.C. LOT 24, DRYDEN PLACE; 01-04r--....,.---------------------------------------------------------------------.t;; ~
GRADING NOTES
(IN ADDITION TO TH£ REOutREltfE:NTS OF CHAPTER n. 06 OF' THE
CARLSBAD MUNICIPAL CODE./
I. THIS PLAN SUPERSEDES ALL OTHER l'l.ANS l'REV/OUSL 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
STANDARtS OR OTHER AOO/TIONAL DOCUIAENTS LISTE:D HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY Al'PROVAL OF' l'l.ANS DOES f«JT RELIEVE THC DEVELOPER OR ENOINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF' ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN Rf.VISIONS SHALL BE PROMPTLY
SUBMITTE:D TO THE CITY ENO/NEER FOIi APPROVAL.
4. A RIOHT-OF-WAY PERMIT FROM THE CITY ENO/NEER WILL BE: REQUfREO F'OR ANY
WORK IN TH£ PUBLIC RIGHT OF' WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF' INSURANCE MUST BE FILED NAMWG THE CITY OF' CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING TH£ POLICY t,IUST HAVE A RATING OF "A" AND A SIZE
CA TE,,ORY OF CLASS V AS ESTABL/SHf.D BY "BESTS" KEY RA TING GUIDE,
5. UNLESS EXEMPTED BY SECTION 30I.(bi, OF THE UNIFORM 1/UILDING CODE,
RETAINING WALLS OUTS/OE OF' PUBLIC R""1T OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
5. NO WORK SHALL IJ£ COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED F'ROM
THE CITY AND OTHER APPROPRIATE: AGENCIES,
7. APPROVAL OF THE:SE PLl,NS BY THE CITY ENGINEER DOES N01 AUTHORIZ[ ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWi/ER'S PERMISSION
HAS BEEi/ OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. \
B. 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 <·cL BECOME THE PROPERTY OF THE CITY UPON BEING
S'GNED BY THE CITY ENGINEER.
10. THE: 'lRIG/NAL MAWWG SHAL.L BE REVISED TO REF'Lf.CT AS-BUILT COl/0/TIONS
BY iHE F'NGIIIEER-OF'-WORK PRIOR TO FINAL ACCEPTANCE OF THE: WORK BY
CITY.
THE
#. ACCESS FOR F'IRE AND OTHE:11 f.lr/f.RIJENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURNG CONSTRUCT/ON.
II. WHf.RE TRENCHES ARE w1r• 1/N ':JTY EASElrlf.NTS, A SOILS REPORT COMPRISED
OF': (Al sui',\IARY SHf.ET, (8/ LABORATORY WORK SHEETS AND (CJ COMPACTION
CURVES, SHALL BE SU8"'/TTED BY A PROFESSIONAL ENGttlEER OF I HE STA TE OF'
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NO
INSPECTOR WITHIN TWO WORKING DAYS OF THf. COMPLETION OF FIELD TESTS.
i,. A SOILS COMPACTION Pf.PORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOIMIENDATIONS OUTLINED IN THE SOILS REPORT IS RfOUIRED
PRIOR TO THE ISSUANCE OF' A •1111.D/NG PERMIT. ALL CONTROLLED GRADING
SHALL Bf DONI! UNDER THE 0/RECJ/ON OF' A PROFESSIONAL [NG/NEER OF THE
STATE OF' CALIF'ORNIA PR/NC/PALLY 0011116 BUSINE~S IN THE: FIELD OF APPLIED
SOILS Ml':CHANICS. ALL FILL OR FUTURE F'ILL AREAS SHALL BE CONSTRUCTE:D IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
• EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. OAIL Y FIELD COMPACTION REPORTS WILL BE SUBMITTfO TO THE
PROJECT INSPECTOR.
14. A F'RECONSTRUCTIQN t,IEETING SHAil BE HflQ AT TH[ s,rr PfflQR TO THE
BEGINNING Of WQRK 41/Q SHALL BE ATTENDED BY ALL Rff'IIESENTATIVES_
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TE:STING AND ALL
OTHER ASPECTS Of TH( WQBK,_ THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PfRMlr CLERK (760} 602-2740 AT LEAST FIVE/5} WORKING
OAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
~ VAILABLE PRIOR TO SCHfDULING. THE GRADING PERMIT WILL BE PROVll)fD BY
THE PROJ£CT INSPECTOR AT THE MEETING.
115. ALL /NSPECTION REQUESTS OTHER THAN fQR /'RECQNSTRI/CTIQN MEET/NG w111 BF
MADE BY CALLINQ T/1£ ENGINEER/NG 24-HQLJR INSPECTION REQUFST LINE AT
17601 435-.3891. INSPECTION REQUESTS t,IUST BE err :,YfQ PRIOR TO 2;00 P.M.
ON THE DAY BEFORE THE INSPECTION 15 NEEDED. •· "PfCT/ONS WILL BE MADE
THE NEXT WORK !J,. Y UNLESS YOU REOUEST r··; ,t,'RWISE. REQUESTS MADE AFTER
,?;O(i P,1,/, WILL BE SCHEDULED FOR rwo /111.L WORK DAYS LATER.
1,: THf. OWl'l':."lf AND/Ok APPLICANT THROUOH THE OE:VELOPER ANO/OR CONTR."CTOR
SHAL.L DESll>N, CONSrRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONf iBLE FOR CONFORMING TO ALL LOC.~L. sr•~c AND F'EOE:RAL SAFETY AND HEAL'H STJ'.,IDARDS, LAWS AND REGULATIOl'IS.
17. THE CONTRACTOR ~·HALL 'ONF'ORM 1,, L/BOR CODE SECTION 670/J BY SUBMJTTING
A DfT,\IL PLAN rn Tllf' CITY ENG/Nf.EF ANl!IOR CONCERNED AGENCY SHOWING
THE DE.SIGN OF SHOR/II i, BRACING SLO ING OR OTHER PROVISIONS TO BE It/ADE
OF' WORKER PROTEC; !vii FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVAT/vll OF SUCH TRENCH OR TRENCHES OR DURING THE PfPf INSTALLATION
THI .</CW. THIS l'l.AN MUST BE PREP~FI"" , ·uR ALL TRENCHES FIVE FEET /5'} OR
MO >F 111 DEPTH AND APPROVED ;Jr /HE CITY ENGINEER AND/OR CONCERNfJJ
IHi,NCY PRIOR TO FXCAV·1 TION (f THE Pl AN VARIES fflQM THf SHORING SY$W,I
S:,,NOAl?OS ESTABLl:>nc · BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
~1FORNIA AOMINISTRATIVE CODE, TH{ . PI .. \N SHALL BE PREPARED BY A
RfG.STEREQ ENGINFER AT THE CQNTRACT,;,s f/(Pfll5E A COPY OF THE OSHA Exe,, VA TION Pf!IMIT MUST BE SUBMITrED TO THE INSPECTOR PRIOR TO
EXCAVATION,
18. NO BLASTING SHALL SE: PERFORMEt JNTN.. A VALID BLASTING PERMIT HAS BEEN
OBTAll/£0 FROM THE CITY OF' CARLSBAD. SUBMIT APPLICATION F'OR BLASTING
PERMIT WELL IN ADVANCE OF' THE SCHEDULING OF BLASTING OPERATIONS.
19 IF ANY ARCHAEOLOGICAL l?ESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION OPERATIONS WILL CfASE /MMfOIATfU, AND THE
1'fRM/TTEE WILL NOT.'F'Y THE CITY ENOIIIE:ER. OPERATIONS WILL NOT RESTART
UNTiL IHE PERMITTf C HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
E:NGIIIEER TO DO Sf ..
20. ALL OPE,,A TIONS :;ONDUCTE:0 ON THE SITE OR ADJACENT THE:RETO, INCLUDING
WARMING UP, 1:,PAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQJIPMENT, CONSTRUCTION f.OVIPMENT AND ANY OTHER ASSOCIATED
GRADING EOUIPltlf.'T SHALL BE LIMITED TO THE PERIOD BETWEEN 7:C O A.M. AND
SUI.SET EACH 0~ '• MONDAY THRU FRIOAY AND NO EARTHMOVING OR GRADING
OP"'li T/ONS SHA~L BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOL1DAfS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./
al. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY EIIGIICER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHA!.L BE OBTAINED FROM, Allf) 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 OPERATION.
23. 81/USH SHALL BE REMOVED ON/. Y WITHIN THE AREA TO BE GRADED. IIO TREES ARt:
TO Bf. REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL ARE:AS SHALL Bf GRADED TO 0/IAIN.GRADING RESULTING IN THE PONDING OF'
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MIN/ltlUM ONE PERCENT SLOPE. '
CONTRACTOR'S NOTE:
2/J. THl!SE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF' EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWII 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 UNIF'ORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATF:::', STABILIZED, PLANTED AND/OR HYDROSEEDEO
WITHIN TEN (10/ DAYS OF THE TIME WHEN EACH SLOPE 15 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, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 404-SL ANO/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 TION PLANS AND THE IMPROVEMeNT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REOUIREMEIITS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE P/Pf WITH A MINIMUM
D-LOAD OF' 1,3/50. F'OR PR/VA TE: STORM DRA/1'1 PIPES, UP TO 115" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 314"
ROCK PER SDRSD 5-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 F'OR
SDR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWfNTY FEET OF BUILDING
OR STRfET AREAS AND REPLACED WITH PROPERLY COMPACTE:D SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE: OR RfMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF AlL EXISTING F'ACILITIES
,ABOVE GROUND ANO UNDER GROUND/ WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF' THE GRADING PLANS IF IT IS
FOUNO THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
3J. r.~r CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIE:$ (SEE BELOW! AT
Lf.AST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDGBE
PACIFIC BELL
DANIELS CABLEVISION
CITY OF CARLSBAD/STREETS 8 STORM DRAIN)
*CARLSBAD MINIC/PAL WATER DISTRICT (SWR, WTR, a RECL.
*SAN DIEGUITO WATER DISTRICT
*LEUCADIA COUNTY WATER DISTRICT
*VALLECITOS WATER DISTRICT
•OLIVENHAIN WA TfR DISTRICT
*BUENA SANITATION DISTRICT
• AS APPROPRIA Tf
34. PERMIT. COMPI.IANCE REQUIREMENTS:
WTRJ
/800/422-4133
(760}43/j.6200
(760/489-3441
(76 0)438-5241
/760/438-2980
(760/438-2722
(760}7153-1145
(760/753-0155
(760)744-0460
(760}7/!3-6466
/760/565-5657
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOllS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS (I1.06.I70/BJ}
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL__A_PPRQVAL OF A GRAD/NG PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR /11.06.190/B!} CARLSBAD MUNICIPAL CODE,
(IJ dt{AI Rf PORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING 15 COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND TH£ APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCf
LETTER FROM CITY ENGll/f.ERING DEPARTMENT}.
(21 AS-BUILT GRADING PLAN.
(3/ REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RfCOMl,f£NDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
/Ht c,-PANSIVE QUALITY OF' THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE Rf.PORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS Ell<iii, "R THAT THE
GRADING WAS nnNf IN ACCORDANCE WITH THE RE.. 1/REMENTS AND
RECOMMENDAT;ONS OUTLINE:D IN THE PRELIMINARY SOILS REPORT
AND ANY SUI PLEMENTS THERETO,
/4} REPORT WIT/ AS-BUILT GEOLOGIC PLAN. IF' REQUIRED BY THE
CITY.
3/J. UNLESS A GRADING PERMIT OR THIS PROJECT IS ISSUED WITHIN ONE (I!
YEAR AFTER THE CITY ,'.NGINEER'S APPROVAL, THESE PLANS MAY BE REOU/REO
TO BE RESUBI\IITfEO FOR i'LANCHECK. PLANCHECK FEES WILL Bf REQUIRED FOR
ANY SUCH REC~IECK.
36. THE SOILS REriJRT ll71£D •REPORT OF GEOTECHNICAL INVEST/GA TION, CARL.c:n.1:,
AIRPORT CE/1TER, LOTS 2J AND 24, SOUTHl'EST CORNER OF' PALOMAR 0, !/S WAY
AND DRY/JEN PLACE", PREPARED BY GEOTECHNICS INCORPORATED, DA TEO
AUGUST 22, 2000 SHALL BF CONSIDERED AS A PART OF' THIS GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENOA TIONS
SPECIFICATIONS CONTAINED IN ,AID SOILS REPORT.
.LE.GAL DESCRIPTION
LOT 24 OF' MAP 11287 RECOROCO IN THE OfflCE
OF' THE COUNTY RECORDER OF' SAN DIEGO COUNTY,
DATED JULY 16, 1985,
SOILS ENGINEER'S CERTIFICATE
I, Sb"' f . V .._ le I> e" 'L , A REGISTERED CI \/,I 1..' ·-
ENGINEER OF THE STATE OF' CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE FIELD OF' APPLIED SOILS MECHANIC~. HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF' THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION, PER SOILS Rf PORT DA TED
AUGUSf 22, 2000.
TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMfNDA TIONS, HAS BEEN SUBMITTED TO THE OFFICE OF' THE CITV
ENGINEER,
SIGNED:
DATE: -----'-l_-.1.l,._~_,o"'J,c,_ ________ _
LICENSE: EXP/RATION DATE:
CELS0C
Consulting Engineers &
Land Surveyors of California IMf'OATANT NOTICE
'"'ction 4216 of the Government
SPECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED ro GM' DIRECTIONS ro THE CON7RACTDR
BY THE ENGINEER OF WORK, THE CITY ENGINEER'S S/GNA 7URE ON THESE Pl.ANS
DOES NOT CDNSTITU'/E APPROVAL OF' ANY OF THFSE NOTES, AND THE CITY IIILL
NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT.
1. NEITHER THE OWNER NOR THE ENGINEER OF ltORK MILL ENFORCE SAFETY MEASURES
OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAFETY DEWCES, INCLUDING SHORING, ANO SHALL BE SOI.ELY RESPONSIBLE FOR
CONFORltllNG TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS,
LA ltS AND REGULATIONS.
2. LOCATION AND ELEVATION OF IMPROVE:lt/ENTS TO BE It/ET BY 11\?RK TO BE DONE SHALL
BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK,
J. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF' UNDERGROUND UTILITIES.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR S7RUC7URES
SHOWN ON THESE PLANS HAS BEEN OBTAINED FRO/,/ AVAILABLE RECORDS ONLY AND MAY
NOT REFLECT ALL EXISTING UTILITIES, LOCATIONS OF ALL EXISTING UTILITIES SHALL BE
CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR ro CONSTRUCTION OF WORK.
4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
LINES SHOWN HERFON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN
ON THESE PLANS.
5. WHERE TRENCHES ARE ADJACENT TO FU7URE BUILDING SITES, SOILS REPORTS SHAIJ. BE
SUBM/TT[D TO THE ENGINEER OF' lll?RK BY A QUALIFIED SOILS ENGINEER 1',H/CH CERTIFY"
THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN
ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIF/CATIONS.
• AS DEFINED IN AND LIii/TED IN SECTION 6735.5 OF' THE BUSINESS AND
PROFfSS'ONAL CODE OF' CALIFORNIA.
6, SAFETY FENCES SHALL BE PROVIDED BY THE CONTl?ACTOR 'ftHERE REQUIRED BY THE
CITY £NG/NEER.
7. DURING ACTIVE CONSTRUCTION, AREAS SHALL BE WA TERfD TO REDUCE FUGITIVE DUST.
8, CONTl?ACTOR TO ADJUST ALL PROPOSED AND EXISTING FACILITIES TO GRADE.
9. CONTRACTOR ro REltlOVE/REPLACEIRELOCA TE ALL EXISTING
FACILITIES REQUIRED ro INSTALL PROPOSED IMPROVEMENTS.
10. CONTRACTOR ro REMOVE/REPLACE/RELOCATE ANY LANDSCAPING/HARDSCAPING l',H/CH
CONFLICTS IN ANY WAY WITH THE INSTALL/, TION OR PROPER FUNCTIONING OF THE
PROPOSED Jlt/PROVEMENT5.
11. All PROPOSED STORM DRAIN FACILITIES ARE PR/VA TE UNLESS OTHERWISE NOTED.
12. REFER ro ARCH(TEcrs PLAN FOR HARDSCAPE LAYOUT &-SPECIF/CATIONS.
1 J. FOR LANDSCAPE AND /RR/GA TION !MPROVE:lt/ENTS SEE PLAN FILE NO.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE QUANTITIES SHOIW HEREON
AND BALANCING THE EARTHWORK ONS/TE, IF DISCREPANCIES ARISE, THE ENGINEER OF WORK
SHALL PROVIDE AREAS OF AD.AISTl.1:7NT TO THE CONTRACTOR. WHERE TRENCHES ARE 'MTHIN
EASEMENTS, STl?EETS, OR 10" OF ANt ANY BUILDING, SOILS REPORT SHALL BE SUBMITTED TO
THE ENGINEER OF WORK BY A QUALIFIED SlJILS ENGINEER WHICH IND/CA TES THAT THE
TRENCH BACKFILL WAS COMPACTED UNDER THE OBSERVATION OF' THE SOILS ENGINEER AND
IN ACCORDANCE WITH THE EARTHWORK SPEC/FICA TIONS.
15. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SI.OPES ARE BUILT IN
ACCORDANCE 'MTH THESE PLANS. IF THERE IS ANY QUESTIC'" REGARDING THESE PLANS DR
FIELD STAKES. THE CONTRACTOR SHALL REQUEST AN INTERPRET4 llON BEFORE DOING ANY
WORK BY CALLING THE ENGINEER AT (858)695-3344.
16. THE CONTl?ACTOR SHALL UNCOVER ALL UTILITIES THAT It/A Y8E JOINED, CROSSED, OR
PARALLEL 1V VERIFY BOTH HORIZONTAL AND VERTICAL LOCA 710NS Pfit'lR TO ANY
CONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL Rf" BROUGHT m THE ENGINEER"S
A T1[N710N PR/O:~ ro CONSTRUCTION. OTHERWISE THE CON'fRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY ADDITIONAL CONSTRUCTION OR RELOCATION COSTS,
17. THE CONTl?AC«JR SHALL BE RESPONSIBLE FOR Lv~.ITING, MAINTAIN/NG, RELOCATING, AND OR
REMOVAL OF' EXISTING UTILITIES,
18. THE CONTf/ACTOR SHALL RF:PLACE ALL DESTl?OW OR DAMAGED SURFACE /MPFIOVE:lt/ENT 'MTH
PACIFIC
OCEAN
LOKER
ST
VICINITY MAP
NOT TO SCALE
CITY OF VISTA
,f;~
CiTY OF'
.::,,..--,y SAN MARCOS
•
IMPROWtJENT EQUAL OR SUPERIOR, DRAINAGF. NO.TE
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SI
212-091-02
THE CALIFORNIA COORDINA Tf INDEX OF THIS P,ROJECT IS:
N 3/50 00 f I 700 OOC __ _
OWNER/DEVELOPEF
MICHAEL J, OU/iKIN
DURK/II DEVELOPMENT
4o60 LA JDLLA VILLAGE DRIVE, SUITE: 1080
SAN DIEGO, CA 92122
B5B-535-3808
OWNER"S CERTIFICATE
I (WEI HEREBY CERTIFY THAT A REGISTERED SO/LS ENGINEER OR
GEOLO()/ST HAS BEEN l)R WILL BE RETAiNED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND AuVISE ON THE COMPACTION AND STABILITY OF'
iHl~ •• ~L
OATE
"DECLARATION OF RESPONSIBLE CHARGE"
I Hf.REBY DECLARE THAT I AM THE ENGINEER OF' WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROF'ESS/011S C0[1[, AND THAT THE DESIGN IS
CONS/STANT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHE:CK OF PROJECT DRAW~/GS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPOI/SIBILIT/ES FOR PROJECT DESIGN.
FIRM: PARTNERS PLANNING ANO ENGINE!RING
ADDRESS: -=--998'--'-'-B ___ Hlccfl~ER=T---S"'T.---S=--7E=-, "'2"'12'---
CITY, STA TE, SAN DIEGO, CA 92131
TELEP';J)'JE,-1~8}695-3344
BY, ~I~
/ANDREW J, KANN
DA TE:_/-/,/-(7 $
R.C.E. NO., 50940 REGISTRA T/011 EXP/RATION DA TE: 9-30-05
THE LDT DRAINAGE SHALL BE COLLECTED AT VARIOUS LOCATIONS BY
CATCH BASINS AND CONVEYED VIA Pf PE UNDERGROUA'.') ' 'JR
DIRECT CONNECTION TO THE EXISTING S'ISTEM. PRIVATE STORM ORAi/ii
INLETS SHALL BE FITTED WITH APPROVED POLLUTANT RUN-OFF CONTR~ •.
DEVICES. THE DFVICES SHALL BE FOSSIL F'/L TERS OR A GRAVEL/SAND
FILTER S'ISTEM. GRASS SWALES :.HALL 8E UTILIZED AS SHOWN ON THFSE PLANS.
BASIS OF BEARING!'-'
THE BASIS OF' BEARING FOR THIS PRO.£CT IS TH£ NORTHERLY LINE OF
LOT 24 OF .CARLSBAD Tl?AC1' NO. 81-46. MAP NO. 11287., If N79'21'03"E.
BENCH MARK
DESCRIPTION: CONCRETE MONUMENT WITH STANDARD
DISC STAMPED ECR 15
LDCA TION: 500' SOUTH OF INTERSECTION OF EL CAMINO
REAL AND PALOMAR AIRPORT ROAD, EAST SIDE OF' EL
CAMINO REAL, ALONG FENCE LINE.
RECORD FROM: SAN DIEGO COUNTY PRECISE SURVEY LEVELS
(R.S, 1800-1)
ELEVATION: 296.480 DA TUM: U.S.C. ,t G.S,
REFERENCE DRAWINGS
MAP NO. 11287, 224-I
SOURCE OF TOPOGRAPHY
EXISTING TOPO BASED ON AS-BU/LT
ORA WINGS ANI' ,· /ELD VER/FICA TION
BY PARTNfr..,-ENGINEERING DA ml
AUGUST :199.
EARTHWORK QUANTITIES
CUT (TD FINISH SURFACE) • J,500 CY
FILL (TO FINISH SURFACE) • J,500 CY
REMEDIAL (UNDERCUTS) = 5,000 CY
EXPORT • 0 CY
IMPORT = 0 CY
-
WORK TO BE DONE
THE GRADING lll?RK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND F1US.'
Rfl,/f()/,IL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF' PERMANENT LANDSCAPING AND PREPARATION OF AS-BU!L T GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF' PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING ltORK SHALL BE PERFORMED IN ACCORDANCE ltlTH THE FOLLOrllNG
DOCUMENTS, CURRENT AT THE TIME OF' CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF' CARLSBAD STANDARDS
J. THIS SET OF' Pl.ANS.
4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
5. SOILS REPORT AND RECOMltlENDA TIONS BY GEOTECHN/CS INCORPORA TEO,
DA TED AUGUST 22. 2000.
6. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
7. P!P-00-04 DA TED JUNE 11, 2001,
DESCRIPTION
PROJECT BOUNDARY.
PARCEL LINE BOUNDARY ....
EXISTING SPOT ELEVATIONS. . .
EXISTING CONTOUR. . . .
LEGEND
DWG.NO.
EXISTING SANITARY SEll£R ,t MANHOLE . .
EXISTING WATER MAIN.
EXISTING FIR€ HYDRANT ASSEltlBL Y .
EXISTING WA 1rn GA TE VAL VE ,
EXISTING GAS MAIN .
EXISTING STORM DRAIN-. . .
EXISTING STORM DRAIN S7RUC7URE .
EXISTING UNDERGROUND TELEPHONE -
EXISTING UNDERGROUND CABLE TV . . .
EXISTING Tl?EES
EXISTING STl?EET LIGHT . - -.....
PROPOSED CONTOUR . . . . . . . . . .
PROPOSED BUILDING LIN£ . .
PROPOSED FINISH FLOOR ELEVATION
PROPOSED TIJP OF' CURB ELEVATION
PROPOSED FLOr.tJNE ELEVATION .
PROPOSED FINISH GROUND El.EVA TION .
PROPOSED PA VO/ENT ELEVATION . . -
PROPOSED FINISH GROUND GRADIENT .
PROPOSED SEll£R LATERAL .
PROPOSED WATER LATERAL.
PROPOSED FIRE LATERAL .
. (SEE D111'.1. 404-5) .
. (SEE 0111'.1. 404-5) .
. (SEE Ditti. 404-5) .
PROPOSED IRRIGATION LATERAL ..... ,..,,.,,. ni+G, 404-5) ...
PROPOSED CATCH BASIN (PVT) . . . (SEE DETAIL EB ON SHT. 2)
PROPOSED TYPE "F' CATCH BASIN (PVT) . .
PROPOSED STORM DRAIN (PVT)(PVC).
SDRSD D-7 ..
SD!?SD 0-60 . .
PROPOSED STORM DRAIN CLEAN OUT.
PROPOSED 3' RIBBON GUTTER
...Rll.~.elk4::l'(Jh~.
"'1:1 41" ~~ ..
:SEE JETAIL. SHT. 2).
- -P! R DCTAH.. (SHT. 2) .
--~·'i4c1nl·~
. . ';r: A'!)/.9" ~
PROPOSED DEEPENED FOOTING ............... .
CIJT/FILL SI.OPES (2: 1 MAX) . .
CONSTl?UCT 6" CURB it GUTTER (PVT) .. SDRSD G-2 (TYPE 'G?
CONSTl?UCT 6• C/JRB (PVT)
DA YI..ITE WIT/LIMIT OF IIO'fK ·
PROPOSED GRASSL/NED SWALE
PROPOSED SROW DITCH·
RIPRAP ENERGY D!SS/PATOR· ·
Pee PAJEMENT ..
. SDRSO G-1 .
.. ' .
SDRSD 0-75 (TYPE 'Dl
·SDRSD D-40·
SYMBOL ---
3tJU ~--Z'iii~:·:~··---_
-s----<,·,,--
......,... -·---1
--·-•-=-#-·----. ·--.... -._--~-----
---r M••m•-~-"W""" ---·•-, __
~
Fr• IU.50
, TC 197.50
, a 1e7.so
, FG 191.~
, P 197.50
Z,01
------
-----=o
-]§-~-CUT F1U. -----
---
NOTE 1. ACCESS AISLES DESIGNED WITH TRAF'FIC INDEX OF' 5.0 TO CITY STANDARDS,
NOTE: QUANTITIES SHOIW HERFON ARE EST/It/A TES FOR PERM/roNG PURPOSES ONLY ANO
ARE NOT TO Bf USED FOR FINAL CONTRACTOR PAY QUANTITIES.
QTY.
2 !A
1 EA
251 LF'
1 EA
5/lO LF
JOO LF
1,560 l"'
330 LF'
40 LF'
4 CY
... ..
PLANNING DEPARTMENT APPROVAL "AS BUil T" . ~ 3/!Z~~-_IM1&g.o,1~ts'"')Qo DATE:'\ /1 > ,h-1-
vn:JUIJ, J, HPJZNITIU PWINING DJRECTOR
~ RCE 509:'tO EXP. 9-~0-07 DATE
dJ~/,c, ' DATE
~PARTNERS
Planning and Engineering
-~ I SHEE"T I CITY OF CARLSBAD I SHE:£TS I
t=====t===~t==============================t=====t=====t====j====j, 1 ENG•NEERING DEPARTMENT 4
9988 Hibert Street, Suite 212
San Di<-go, CA. 92131
GRADING & JllROSION CONTROL PLANS FOR:
Con111tructfon contractor ogr••• that rr, cceordonce with g■nercilly accepted construction
practices. con11tn1ction contractor wHI be req,ulred to a11ume sole ond col"'lplete rHponslb!llty for
Job s!te cond1tlon1 during the course of construction of the project, lncludlniJ safety of all persons
ond property; that this n!lqulrement snall be made to apply continuously and not be ltmlted to
normal. working hours, and construction contractor further agrees to defend, Indemnify and hold
City of Carlsbad harml11•• from any and all lloblllty, real or alleged, In connection with the
performance of work on thls project, ocepting lloblllty arising from the sole negligence of City of
Ccrlsbod protesslonal.
ENGINffR'S NOTE:
Code requires that a Dig Alert Identification
Number be iaoued before a
Ph. (858) 695-3344
Fax: (858) 695-3117
C.A.C. LOT 24, DRYDEN PLACE
CT 81-46
APPROVED LLOYD B. HUBBS
UNAUTHORIZED CHANGES & USES: The engineer preparing
these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these piano. All changes to the pians must be
in writing and must bt approved by the preparer of these plans.
CELSOC
Consulting Enginee•rs &
Land Surveyors of California
"Permit to E•covote" will be valid,
For your Dig Alert I.D. Number Coll
Underground Service Alert
TOLL FREE 1-800-42?-"-~
Two working days before you dig
. I I .
CARLSBAD MUNICIPAL WATER DISTRICT l----+---!---------------------1----1---l----1.--A ::;;; r c,_."7 u &v.i.--.--i 9 /4"',, ¥
CITY ENGINEeitPE238dEXPIRES 12/J·,JS5 1>'.i:l'E
1 ?-13-06 AJI<
ROBt:':'R::CT:::-'.J'°', ·""wo..,,,..,J"'"c""1K,----------_D_A_TE_____ DATE INITIAL
DEPUTY CITY ENGINEll't R.C.E. 33698 EXP. 8 30-06 ENGINEER Of WORKI
11
REVISION DESCRIPTION
I I
I I I ,
DATE INITIAL DATE INITIAL DWN BY: ----PROJE~T NO. DRAWING NO.
__ _._ _ _......;;__;;_ ...... .......;;--1 CHKD BY: ....e.s;[_ PIP 00 0
OTHER APPROVAL CITY APPROVAL RVWD BY: JI 8 -4 404-5A
•o :.,
' ...
'
•
' ,,, ,"""
1001rr4
\
---I
!
5• 1HICI( IN °"'Ame 11/f!AS
4 • THICK IN NON-TRN1'7C AA'fAS TOI' OF GRATE" ru:. ro
(TYPICAL) 1 /-4. ., fl.0'11 R 1 ;4 • Ct f\.O',lj
:::r-::r=R°~rn::ir:;:u~S~Rf°?"C:'.::,'"=-T -~~~]~c::JqJrS~~f~~':'::e::::::::__-r
PIPE SIZE AND TYPE PER PLAN,
FLOW LINE ru1I. Fl.
PER PLAN
TYPI! I OUTLET Fl.OW LJNE <LEV. Fl.
PER PLAN
TYN: 10UTLET
"Fl.• LESS THAN J6" 8£LOW "ro"
NO SCAlt
"Fl• MOM THAN J6" BELOW "ro•-
NO SCALE
SECTION X-X --
ALHAMBRA FOUNDRY, A-2010 CAST IRON
GRATE" AND FRAME FOR NON-TRAmc AREA.
ALHAMBRA FOUNDRY A-2012 CAST IRON
GRATE" AND FRAME FOR TRAEFIC AREA.
• IIODEL NtMJfRS AA'f AS IIFD. BY
•QUICKSET". ASSOC/A TE"D CONCRETE"
PRODUCTS, INC •
.....__EXTE"NS/ONS
4~6~ 10~ 12• OR 18"
DEPTH VARIES
(18"/,I/N.)
~• ~ CONCRCTF:
APRON AROUND CA 7CH
f!ASIN-THICKNESS AND
CONC. PER DETAILS
ABOI£. OMIT APR.'1,/
MOlJEL NUIIBER A" SIZE WEIGHTS
IN PAl£D AREAS. 08-2424• 24•)(24•
(5" WAI.LS)
EX'TfNSIONS
18" BASE
PARKWAY GRATE"
TRAmc GRATE
~ 50LBS./IN.
• 870 LBS.
= 96 LBS.
• 180 LBS.
(DCATCH Bl: SIN <PRE-CAST-CONCRETl;l
-NO SCALE
BAS! IIATERl
PfR SOILS
, I
i I
SECTION OF 12• lltTAI.UC, ASBESTOS
CEMENT OR PLASTIC PIP.
TOP OF PAVEMENT
1 e· 1
12" CAST IRON GA TE" CAP
THREADED UD
560-C-J250
CONCRETE
BACKFILL TO TOP OF 1/8 8fND
il!TH 1" MAXIMUM AGGREGA
PVC PIPE
S1D. 1/8 BEND
F'-"~__;1111'111 CLOSE END WITH CLAY
13 5/8" __J
e· CAP d: GROUT IN PLACE
OR US£ MECHANICAL JOINT PLUG 11 112·
STANDARD W)£ BRAN
TYPE B
GATE CAP
(Hoovy Duty)
STORM DRAIN CLEANOUT
NO SCALE
DRAIN INLET GRAT£::
DRAIN INLET FRAME _.)
-4 ' ~ u ... . .. .
4 ' ' ., ' . . .
.. ' ' 4
' .. .
DRILL HOLE IN CONCRF:Tf WALL
TO ACCEPT EXPANSION ANCf.lOR
<J/8" X 2" SS BOLT
DRILL HOLE IN FOSSIL FILTER"'
RAIL FOR /J()uN,iN' TO WALL
INLET
GRATING
DRAINAG[
INLET
WALL MOUNTING DETAR.. (PVT)
INSl"ALLATION NOTES:
TYPICAL CATCH
BASIN INSTALLATION (P'VT)
1. REMOVE INLET GRAnNG AND lrl£ASUR£ INSIDE
DIMENSION OF INLET.
2. CUT FOSSIL FILTE:R CORNER SECnONS TO
APPROPRIATE LENGTHS •
.J. CONN[CT CORNER S[CnONS TOGITH£R AND
SET FOSSIL FILTER INTO INLET (RESTING ON
BEARING SURFACE).
4. CUT THE FIL T[R CARTRIDGE TO FIT FOSSIL
FILTER.
5. PLACE [ND CAP ON ON[ END or FILTE:R
CARTRIDG[ AND FILL UNIT FROM OPEN [ND
WITH ABSOR8[NT.
6. PLAC[ OTH[R [ND CAP ON FILTER
CARTRIDGE AND PLACE FILLED UNIT INTO THE
INSTALLED FOSSIL FILTER. INSTALLA noN IS
COMPLETc.
7. SIT MAN''cACTUR/:R'S SF>ff:fFICAnONS FOR
ADD/TIC',AL INFORW.nON.
FOSSIL FIL TEA INST ALLA 110N DETAILS
NO SCA 'LE
PARTNERS
Planning and Engineering
9988 Hibert Street, Suite 212
San Diego, CA. 92131
Ph. (858) 695-3344
Fax: (858) 695-3117
MY REGISTRATION EXPfRf. 9-J0-05
I I
-
~
·-·-·---·-
'l·l"-n,; 4,11{ 11\ .4 c; -l".IU ll :r
DATE INl11Al.
ENGINEER OF WORK REVISION DESCRIPTION
FOSSIL FIL TE:R
(DUAL STAGE)
DATE INITIAL
OTHER APPROVAL
····"·'-
'
DATE INITIAL
CITY APPROVAL
I
"
\
,, AS BUil 1·" aA4• Exe -'(ZZ/C'-
RCE.512'40 DATE
ZZ°a .w,-6, A ~
INSPECTOR UA ".E
I SH~ET I CITY OF CARIS" AJ /i.:rs/
ENGINEERING DEPARTMENT 4
DET AII8 T -,R:
CAC. LOT 24, DRYDEN PLACE
CT 81-46
APPROVED l.LOYD B. HUBBS dY" ~ .JO -~ • • -~, Ip'[
CITY ENGINEE PE 23889""EX"IRES 12I:li -'05 --;._}-
OWN BY:
CHKD BY: R~ PROJECT NO. DRAWING NO.
RVWD BY: .. .IL.B PIP 00 J-4· 404-5A
---------' -. '
I !
\
I
,o•
EX.
SIOEll'AIJ(
EXIST.---'
CURB ,t GTR
.,,.
26'
DOST. AC P'NT.
EX. ST.
25'
EXIST. AC P'NT.
""
....... ~>~-.. >;• -»> c~. -·
S/0£ll'A/..I(
,..__!XIST.
CURB ,t GTR
DRYDEN PLACE TfP. STREET SECTION
LOOKING llf'ST -NO SCALE
-------15.0' -------.
~--VAF:1£S ·--f-4_0• ---j
/ I
1.0' 1
1.0' MfN.
SECTION A-A
NO SCALE
\ \
\
I,
OffPtN£D CURB SECTION ro 1.0' BELOW
ADJACENT GRASS-UNED SWALE FLO'M.INE
li/NII.IUI.I. CONCRETE: SHALL BE 520-C-2500.
\ \
\ \
I I
\ \
"'"-,'f'.
"--.
~ "' .. ~ llo£-~ .tf:,<-,,i-~ Q\i i'.ll'r,4R .. sao
i 'I
I
CMWD GRADING NOTE:
NO GRADING SHALL OCCUR O\IE"R £XIS11NG
DISTRICT FACILITIES 'MTI-IOUT 'M?ITTEN APPROVAL
FIWM Tl-IE DISTRICT ENGIN££R.
. .
\
\
\ \
FINISH ALL
EXPOSED sur ACE
CURB ,t GUTTER---.
NOTES:
1. CONTRACTOR ro ADJJST RIM IF' ALL DIIS
MANHOLES TO I.IA TCH FINISHED GRADE.
2. FOR HARDSCAPE, Sff ARCHITECT AND
LANDSCAPE: PLANS.
NOTE:
FOR WA TEI? I/JPRO',£MEJ,/T
Sff DIIC. NO. 404-5
GRASS-LIN£D SWALE WH£R£
/NO/CA TED ON PLAN
12·
GRASS-LINED
EARTHEN SWALE
NO SCALE
pt,,'11
ISOME I RIC VIEW
3' OPENING IN CURB (TYPJ
PARTNERS
Planning and Engineering
9988 Hibert Street, Suite 212
San Diego, CA. 92131
Ph. (858) 695-3344
Fax: (858) 695-3117
MY REG/S111A TTDN E ES 9-J(Hl5
~
"'
NO SCALE
itHSS to
"AS
OF OI.I
EXP. 9·30-07 DATE
1-----t----t-----------------t-----t---+----+----1 GRADING PLANS FOR: G~ADING .le EROSION CONTROL
Ul
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROv'AL
C.A.C. LOT 24, DRYDEN PLACE
CT 91-46
APPROVED LLOYD B. HUBBS y < < •~ >'k.c' a ii EPE 23BIIIJ EXPIRES 12 31
WN BY:
CHKD BY:~1 RVWD BY:~
PROJEC:T NO.
PIP 00-04
DRAWING NO.
404-5A
~!1 1/ i' >f 'i
i~b704 .1
I.
,.
3.
a
8.
7.
8.
,.
EROSION CONTROL NOTES
IN CASE EMElfl'IE'NCY WORK IS REOUIRcO,CONTACT MICHA£L J. DURKIN C, DURKIN QEvrLOPMENT
. (PHONE NUMBER/ {658) 5J5-J80a
EOU,,.MENT ANO WORKERS FOR EMFR<JENCY 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 IS EMINENT.
DE:VICES SHOWH ON PLANS SHALL NOT 8E MOVED OR MODIFIED WITHOUT THE APPl'IOVAL
OF THE ENGINEERING INSPECTOR.
THE CONTFIACTOR SHALL l'IESTOFIE ALL El'IOSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THC CITY E:NG/NEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
THE CONTRACTOR SHALL INSTALL ADOITIONAL EROSION CONTROL MEASURE:S AS MAY BE
RE<JUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MA, Y ARISE.
THE CONTRACTOR SHALL BE RESPONSl9LE AND
PREVENT PUBLIC TRESPASS ONTO ARFAS
HAZARDOUS CONDITION.
SHALL TAKr·NECESSARY PRECAUTIONS TO
WHERE IMPOUNDED WATERS CREATE A
ALL EROSION CONTROL MEASURES PROVIDED PER THf APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREO~'.
GRADED AREAS AROUNi, THE PROJE'.CT PERIMETER MUST DRAIN AWAY FROM THE FACE
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
OF'
ALL REMOVABLE PROTECTIVE OE:VICES SHOWN SHALL ltE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (/!JJ DAY RAIN PROBABILITY F'ORECAST EXCEEDS FORTY
PERCENT (40"1-SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
ADDITIONAL EROSION CONTROL NOTES
1. PffOVIDE vrLOCITY CHECK DAMS IN AU STREET AffEAS PA l,£V Off UNPA ',£0 AT
THE INTERVALS IND/CA m, Bl:"LOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED
OF SANDBAGS, 7/MBER, OR OfHER EROSION RESISTANT MATERIALS APPR0',£0 BY
THE CITY fNG/NEEff, AND SHALL EXTEND COMPLETELY ACROSS THE STREET Off
CHANNEL AT RIGHT ANGl.£S TO THE CENTER UN£. EARTH MAY NDT BE USED AS
\lfl.OCI TY CHECK DAMS.
GRADE or STREET
LESS THAN 2. OJr
2:r -4Jr
4Jr -6%
6)( -10:r
O\oDi' IOJr
INTERVAL
AS REOU/ffE1J
100 FEET
50 F'EET
50 FffT
25 FEET
NUMBER OF
BAGS HIGH
1
1
2
2
10. ALL GRAVEL BA(,S SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
H. SHOULD GERMINATION OF' HYDROSEEOE:D SLOPES FAIL TO PROVIDE EFFECT/'.'!: COVERAGE
OF' GRADED SLOPES (.,O" COVERAGE/ PRIOR TO NOVEMBER 1/!J, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW /NSTA' '.ED IN ACCORDANCE WITH SECTION 3/!J.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE OE:PARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
\
\
\
' \
\
\
fflOOtf
J" CRUSHtD
ROCK---,
PUBLJC
R-0-W
PIJBLJC
R-W
PllfO'AOC APPROPR/A 1f 71/ANSIT/ON
BETWEEN STABIUZED CONSTRUC710N
fNTRANCE AND PUBLJC RIGHT-OF-WAY
STABft.lZED CONSTRUCTION ENTRANCE
NOT TO SCALE
\
ff/W R/W
F'OFI BAG HEIGHT ,t BAG
SPACING SEE ADD/710NAL EROSION
CONTROL NOTE NO. I
~v1 ~~~
oo,o::x::d-,:;
J BAGS HIGH
2 BAGS HIGH
C, LOW POINT
TYPICAL INLET DETAIL
GRAVELBAG DETAILS
NOT TO SCALE
GRAVEL/BRA VEL BAGGt.18 ON STREETS
NOTr: CATCH BASINS. DES/L TING BASINS. SAND BAGS. CHECK DAMS AND
STORM DRAIN SYSTEMS SHALL BE INSTALLED TO THE SATISFACTION
OF THE CITY fNG/NEER. THESE FACJL/71ES SHALL BE CLEANED ON
A REGULAR BASIS, KEPT FREE OF SOIL ACCUMULA 710N.
< ~BED FIRST ffOW OF GRA l,£"LBAGS
HALF' DEPTH
~OPENING AT INLET
~EV FIRST ROW OF' GRAVELBAGS
HALF DEPTH
BAG !EMBEDDING DETAIL
I.IQNQ
DESCRIPTION
STABILIZED CCNST. El/11fANC£
GRA \fl.BAGS
HYD/!0-SEED SLOPf:
SYMBOL
I '
2 EA
650 EA
//.
·~
... ,,,,, '" '"••"<,,"
~\
'
B.
D.
E.
TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY £ROS/ON CONTROL PLANTING AND IRRIGATION
INSTALLEO AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANOARD
SPECIF'ICA TIONS ANO TH£ F'OLLOWING,
SHALL BE
A, HYDROSEEDING SHALL. SE APPLIED TO,
I. ALL SLOPES THAT ARE GRADED 6,/ (HORIZONTAL TO 11£RTICALI OR STEE,.£R
2.
WHEN THEY ARE,
a. THREE F'EET OR MORE IN HEIGHT AND ADJACENT TO A PU8L/C WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
AREAS GRADED F'LATT£R THAN 6,1 WHEN ANY OF' THE FOLLOW/HG CONDITIONS
EXIST,
a. NOT SCHroLJLEO F"OR IMPROVEMENTS/CONSTRUCTION OR GENERAL
b.
c.
LANDSCAPING/ WITHIN 60 DAYS OF ROUGH GRADING.
IDENTIF'IED BY THE PARKS AND RECREATION DIRECTOR AS Hl<JHI. Y
VISIBLE TO THE PUBLIC.
HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
HYDROS££DED AREAS SHALL Bf: IRRIGATED IN ACCORDANCE WITH THE FOLLOW/NO
CRITERIA,
I. ALL SLOPES THAT ARE GRADED th/ OR STEEPER AND THAT ARE,
2.
3.
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA Tf:D BY HANO
b.
WATERING FROM OU/CK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF' LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100" COVERAGE:.
GREATER THAN S F'EET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEAOS PROVIDING 100"
COVERAGE.
AREAS SLOPED LESS THAN 6,1 SHALL BE: IRRIGATED AS APPROVED BY T~ CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIF'IC REGARDING THE NUMB,..,.qs, TYPES AND COSTS OF'
THE ELEMENTS OF THE PROPOSED SYSTEM.
IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL F'OR THE GROWTH OF THE HYDROSE£0ED GROWTH.
HYDffOSEEOING MIX SHALL CONSIST OF ALL OF THE F'OLLOWINGt
I. SEED MIX SHALL CONSIST OF NO LESS THAN,
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 CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
•· 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW/
f. 1/2 lb. PER A CR£ OF' DIMORPHOI~ A
Q. ITEMS c,d,o, ANO f OF THIS SUBSECTION MAY fl: OMITT£0 ON
h.
I.
}.
LOCATIONS WHEFIE THE AREA BEING ~. \'OROSEEDEO IS NOT VISIIILE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGE:N
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
IIROADCASTING //IEFORE HYDROSEEDING.
ALL SEED MATERIALS SHALL BE TRANSPORTED TO TH£ J08SIT£ IN
UNOPENED CONTAINERS WITH THE CALIFORNIA OEPARTMF' T OF' F'OOO
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, _,. PRINTED ON
SAID CONTAINERS.
NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF' THE CONTRACTOR.
TYPE I MULCH APPLIED AT THE RAT£ ?F' NO LESS THAN IOOO i.1 PER AC, •t.
TYPE 6 MULCH (STRAW/ MAY BE SUBSTITUTED, ALL OR PART, FOIi'
HYDRAULICALLY APPLIED FIBER MATERIAL. l'''IEN STRAW 15 USED IT MUST 11£
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN /!JO" OF'
THE STRAW INTO THE SOIL.
FERTILIZER CONSISTIM1 <Jr AMMONIUM PHOSPHATE SULFATE, 1~-20-0, WITH
1/!J" SULPH\IR APPLIED AT THE RA TE OF /!JOO lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEEDIHG BY,
I. ROUGHENING THE SURF'ACE TO BE PLANTED BY ANY OR A COMB/NATION OF,
2.
a. TRACK WALKING· SLOPES STEEPER THAN 6,1
b. HARROWING AREAS 6,1 OR F'LATTER THAT ARE SUFFICIENTLY F'Rt,,BLE.
c. RIPPING 'AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b Af3(•VE.
CONDITIONING THE SOIL$ SO THAT IT IS SUITABLE: F'OR "LANT/HG BY,
a. ADJUSTING THE SURF'ACE SOIi.. MOISTURE TO PROV/OE A DAMP BUT N<)T
b.
SA TURA TEO SEED BED.
THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE: SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYOROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A Vl(JOROUS GROWTH ut.T/L
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS
RELEASED.
PARTNERS
Planning and Engineering
9988 Hibert Street, Suite 212
San Diego, CA. 92131
Ph. (858) 695-3344
"AS BUil T"
Fax: (858) 695-3117
ANO~
EXP ,-J0-07
DATE
MY REGISTRATION EXPIRES 9-J0-05
[SHEEil CITY OF CAR BAD I SH~TS I ~=====~~===;================================t====j=====t=====:====j ~ ENGINEERING DEPARTMENT .,.
• t----t-
EROSION CONTROL PLAN FOR: GRADIHG a. JlBOSIOII CO!ffl".OL
CA.C. LOT 24. DRYDEN PLACE
CT 81-46
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