HomeMy WebLinkAboutDWG 423-1B; SDP 02-16; STOCKPILE PERMIT COASTLINE COMMUNITY CHURCH; 01-04GRADING NOTES
(IN ADDITTON TO THE REQUIREMENTS OF CHAPTER 11.06 or THE
CARLSBAD MUNICIPAL CODE,)
1. 1HIS PLAN SUPERSEDES ALL OTHER PLANS PRE\IOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF lf//S PLAN DOES NOT LESSEN OR WA /1,f ANY PORnON OF If/£
CARLSBAD MUNICIPAL CODE, RESOLUnON OF CONDITTONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITTONAL DOCUMENTS USTFD HEREON AS THEY MAY
PERTAIN TO THIS PRO.£CT. 1HE ENGINEER IN RESPONSIBLE CHARGE SHAU
REVIS[ THES[ PLANS fl!!EN NON-CONFORMANCE IS DISCOVfRED.
3. CITY APPROVAL OF PLAN$ DOES NOT RELIEl<f TH£ D£\<fLOP£R OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR TH£ CORREcnoN OF ERRORS AND OMISSIONS
DISCOVfRED DURING CONSTRUCnON. ALL PLAN REVISIONS SHALL 8£ PROMPTLY
SUBMITTFD TO TH[ CITY [NG/NEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER ,ilLL BE REQUIRED FOR ANY
IIORK IN TH£ PUBLIC RIGHT OF WAY PRIOR TO PERMIT ISSUANCE, A
CERnFICA TF OF INSURANCE MUST 8£ FILED NAMING TH£ CITY OF CARLSBAD AS
AN ADDITTONAL INSURED ON 1HE PERMITTff'S POLICY IN THE 1.1/N/I.IUI.I AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THf:, INsYRANCE
COMPANY ,iJ/JnNG THE POLICY MUST HAVE A RA nNG Of "A AND A Sil£
CA [[GORY OF CLASS V A$ ESTABLISHED BY "BESTS' KEY RA TING GUIDE.
5. UNLESS EXEMPTFD BY SECnON 30l.(b)5 OF THE UNIFORM BUILDING COD£,
RETAINING WAUS OUT51D£ OF PUBLIC RIGHT OF WAY REQUIRE $£PARA TF
PERMITS FROM 1H£ BUILDING DEPARTMENT.
6, NO WORK SHAU BE COMMENCED UNnL AU PERMITS HA Vf BEEN OBTAIN[D FROM
TH£ CITY AND OTHER APPROPRIA TF AGENCIES.
7. APPROVAL OF 1H£S£ PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNnL 1HE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS ,i!LL 8£ MADE TO THES[ PLANS MTHOUT THE MIITTFN APPROVAL
OF THE CITY ENG/NffR, NOTfD I\ITHIN TH£ REVISION BLOCK, ON THE
APPRDPRIA Tf SHEET OF TH£ PLANS ANO TH£ nTLE SHEET.
9. ORIGINAL DRA,11NG$ SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED er THE CITY ENGINEER.
10. 1HE ORIGINAL DRAMNG SHALL BE RE\15£0 TO REFLECT AS-BUILT CONDITTONS
BY 1HE ENG/NffR-OF-WORK PRIOR TO FINAL ACGfPTANCE OF THE IIORK BY THE
CITY
11. ACCESS FOR FIR[ AND OTHER EM[RGENCY VfHICLES SHALL 8[ MAINTAINED TO
THE PROJECT SIT[ AT ALL nMES DURING CONSTRUCnON.
12. fl!!ER£ TRENCHES ARE MTHIN CITY EAS£1.1£NTS, A SOILS REPORT COMPRISEO
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURvfS, $HALL BE SUBMITTFD BY A PROFESSIONAL ENGINEER OF THE STAT[ OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN /HE FlfLO OF APPLIED SOILS
MECHANICS. THE SOILS REPORT ,ilLL 8£ SUBMITTFD TO THE CITY [NG/NEERING
INSPECTOR MTHIN TWO WORKING DAYS OF 1HE COMPLETION OF FIELD TfSTS.
1J. A SOILS COI.IPACnON REPORT AND COi.iPL/ANGE VfRIRCA TION REGARDING
ADHERENCE TO RECOMMENDAnONs OUTLINED IN 1HE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DON£ UNDER THE DIRECnON OF A PROFESSIONAL ENGINEER OF THE
STA Tf OF CALIFORNIA PR/NC/PALLY DD/NG BUSINESS IN 1HE RELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTFD IN
ACCORDANCE ,iJTH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EARTHWORK SPECIF1CA TIONS • ATTACHED TO THE PRELIMINARY SOILS
INVfSTIGA nON. DAILY FIELD COMPACTION REPORTS I\ILL BE SUBMITTFD TO THE
PROJECT INSPECTOR.
14. A PRECQNSTRUCDDN MEEDNG SHALi BE HELD AT THE Sl1E PRIOR TO TH£
BEGJNN/NG OF QK AND SHAU BF ATTENDW BY All RfPRFSFNTAD\rfS
RESPONSIBLE FOR CONSTRUCnON, INSPECnON, SUP[RWSION, )[STING AND ALL
OIHER ASPECTS OF TH£ WORK. /Hf CONlRACTOR SHALL SCHEDULE THE MEETING
1HROUGH THE PERMIT CLERK (760-438-3891) AT LEAST F/Vf(5) WORKING
DA Y5 PRIOR TO STARTING CONSTRUCTION. APPROVfD DRA'MNGS MUST 8£
AVAIL.ABLE PRIOR TO SCHEDULING. THE GRADING P[RMIT MU 8[ PROVIDED BY
1H[ PROJECT /NSP[CTOR AT TH[ MEETING,
15. All IN5PFCDON REQUESTS OTHFR THAN FOR PRFCONSTRIJC710N /.IITT/NG 'Ml I RF
MAD[ BY CAIi /NG THf ENG/N£ER/NG 24 HOUR INSPECDDN REOU£S[ IINE A f
(7601 4Jll Jll91. //'ISPECVON REQUESTS MUST BE RECEIVED PRIOR W 2: OD P.M.
ON THE DAY BEFORE TH[ INSPECTION 15 NEEDED. INSPECTIONS MLL Bf MADE
1H£ NEXT WORK DAY UNLESS YOU REQU[ST OTHERI\IS[. R[QU£STS MADE AFTfR
2: 00 P.M, mu BE SCHEDULED FOR TWO FULL IIORK DA Y5 LA T[R,
16. THE O'MIER AND/OR APPLICANT 1HROUGH THE 0£vfLOP[R AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEWC£S, INCLUDING
SHORING, AND SHALL BE SDLEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATF AND FEDERAL SAFETY AND HEAL1H STANDARDS, LAWS AND REGULATIONS.
17. TH[ CONTRACTOR SHALL CONFORM TO LABOR CODE SECnON 67.05 BY SUBM/TnNG
A DETAIL PLAN TD TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOMNG
TH[ DESIGN OF SHORING, BRACING SLOPING OR 01HfR PRO'ASIONS TO 8£ MAD£
OF IIORKER PROTFCTION FROM If/£ HAZARD OF CA'ANG GROUND DURING THE
[XCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTAUATION
TH[RE/N. THIS PLAN MUST 8[ PREPARED FOR ALL /RENCHES F/Vf FffT (5 ') OR
MORE IN DEPTH AND APPROl<fD BY THE CITY ENGINffR AND/OR CONCERNED
AGENCY PRIOR TO EXCAVA noN. IF ]HE PLAN VARIES FROM TH[ SHORING SYSl[M
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADM/NIST/IA DYE COD£ TH[ PLAN SHALL 8£ PREPARED BY A
/lEGISTERED ENGINEER AT TH£ CONTRACTORS EXPENSE; A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTFD TO THE INSPECTOR PRIOR TO
EXCAVATION.
18, NO BLASnNG SHALL BE PERFORMED UNnL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR 8LAS11NG
PERMIT 111:LL IN ADVANCE OF THE SCHEDULING OF BLASnNG OPERA nONS,
19. IF ANY ARCHA£0LOGICAL RfSOURCE;S ARE DISCOVfRED 1'1THIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS Mll CEASE IMM[DIA TEI, r. AND THE
PERMITTfE MU NOTIFY THE CITY ENGINEER. OPERAnONS mu NOT R[START
UNnL THE PERMITTfE HAS RECE/VfD ,ifl/TTfN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. AU OPERA TTONS CONDUCTED ON THE SIT[ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONS/RUCTION EQUIPMENT AND ANY OTHER ASSOC/A TfO
GRADING EQUIPMENT SHALL 8£ L/MITFD TO THE PERIOD BET'lrfEN 7' 00 A.I.I. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND ND EARTHM0\1NG OR GRADING
OPERATIONS SHALL BE CONDUCTfD ON 111:EKENOS OR HOLIDAYS, (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTfR.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTEO BY 1H[ CON/RACTQR TO THE
CITY ENGINEER FOR APPROVAL 7WO FULi WORKING DAYS PRIOR TO Bf GINNING OF
WORK.
22. IMPORT MA TfRIAL SHALL 8£ OBTA/N[D FROM, ANO WAST[ MA TfRIAL SHALL BE
DEPDS/TfD AT, A S/Tf APPROVfO BY THE CITY ENGINEER. Tl/£ CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTfS OR ADJACENT STREETS AS A RESULT OF THE GRAOING OPERA noN.
2J. BRUSH SHALL 8£ R£1.10Vf0 ONLY MIHIN /HE AREA TO 8£ GRA0£0. NO TRE£S AR£
TO 8£ REMOVED UNLESS SPECIFICALLY NOTfD ON THE PL.AN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL nNG IN THE PONDING OF
WATfR IS NOT P[RMITTfO. ALL EARTHEN $WALE$ AND DITCHES SHALL HAVf A
MINIMUM ONE PERCENT SLOPE.
25. THESE PL.ANS AR[ SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHAU BE AS SHOWN AND AS APPROVfD BY
THE CITY ENGINEER OR AS DIRECTfD BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE /RIMMfD TO A FINISH GRADE TO PRODUCf A UNIFORM
SURFACE AND CROSS SECTION. THE SITF SHALL 8£ LEFT IN A NEAT AND
ORDERLY COND/110N. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVfD
ANO DISPOSED OF AT A 5/Tf APPROVfD OF BY THE CITY ENGINEER.
:F' "''II
=;l!f~ FUSCOE
I N e I N I I I I N e
6390 Greenwich Drive, Suite 170
San Diego, California 92122
tel 858.554. 1500 'iax 858.597 .0335
www.fuscoe.com
27. ALL SLOPES SHALL BE IRRIGATfD, STABILIZED, PL.ANTfD AND/OR HYDROSEEDED
MTHIN TfN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOV>N ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL 8[ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRA,i!NG NO. 42J-1L, AND/OR AS DIRECTfD BY TH£ CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURf THAT ALL CON/RACTORS SHALL COORDINA TF
THE IIORK OF THESE GRADING PLANS ,if)H THAT SHOWN ON BOTH THE L.ANDSCAPf
ANO /RR/GA TION PL.ANS ANO 1HE IMPROVfMENT PLANS AS REQU/R[D FOR THIS
IIORK IN ACCORDANCE MTH 1HE LANDSCAP[ MANUAL 11ME REQUIREMENTS.
JO. STORM DRAIN PIP£ SHALL BE REINFORCED CONCRfTf PIPE ,11/H A MINIMUM
0-LOAD OF 1,350. FOR PR/VAT[ STORM DRAIN PIPE$, UP TO 15" PVC MAY 8£
U11LIZED PROVIDED DEPTH IS LESS 1HAN 15 FEET AND BACKFILLED MTH J/4"
ROCK PfR SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD JOJ4 FOR
SOR 35 SOLID WALL PIPE.
31. fl!!ERE AN EXJSnNG PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF TH£
GRADING OP[RA TION, IT SHALL BE R[MOVfD ,iJTH/N Tl\fNTY FEET OF BUILDING
OR STRfET AREAS ANO REPLACED MTH PROPERLY COI.IPACTFD SOILS. IN 01HER
ARfAS TH£ PIP[ ,iJLL 8£ PLUGGED ,iJTH CONCRETF OR REMOl<fD AS APPROVfD BY
TH£ CITY ENGINEER.
32. THE CONTRACTOR SHAU VfRIFY TH[ LOCA nON OF ALL EXISnNG FACILlnES
(ABOVf GROUND AND UNO[R GROUND) MTHIN THE PROJECT $IT[ SUFFICIENTLY
AH[AD OF GRADING TO P[RM/T THE R[\15/0N OF TH£ GRADING PLANS IF IT IS
FOUND THAT /HE ACTUAL LOCA noNS ARE IN CONFLICT 111TH THE PROPOSfD
WORK.
33. TH[ CONTRACTOR SHAU NOnFr AFFECTfD unUTY COMPANIES (SEE BELOW) AT
LEAST 2 FULL IIORKING DA Y5 PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COORDINAT[ /HE WORK MTH A COMPANY REPRESENTAnvf.
UNDERGROUND SER\1CE ALERT 1-800-422-4/JJ
SDG&f [760)438-6200
SBC 760)489-3441
ADELPHIA CABLEVISION (760)438-5241
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
OL/VfNHAIN WATfR DISTRICT (760)753-6466
LEUCADIA WASTFWA TFR DISTRICT (760)753-0155
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRAWNG TH[ APPLICANT HIRES A CIVIL [NG/NEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO G/Vf TFCHNICAL AD\IC£,
OBSERl<f ANO CONTROL THE IIORK IN PROGRESS /11.06.170(8)]
CARLSBAD MUNICIPAL CODE
8. PRIOR TO Fl{'IAL APPROVAL Of A GRADING PERM/[-THE FOLLOMNG
REPORTS MUST 8£ SUBMITTfD TO THE CITY ENGINEER \IA THE
PROJECT INSPECTOR /11,06.1 90(8)] CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPER\15/NG GRADING ENGINEER STA TING ALL
GRADING IS COMPLETf. ALL EROSION CONTROL, SLOPE PL.ANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE MTH CITY
CODE AND THE APPROVfD PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTFR FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(J) REPORT FROM THE SOILS [NG/NEER, fl!!ICH INCLUDES
RECOMMENDED SOIL BEARING CAPAC/11£$, A STA Tf/.lENT AS TO
THE EXPANS/Vf QUALITY OF 1H£ SOIL, ANO SUMMARIES OF
FIELD AND LABORATORY TfSTS. THE REPORT SHAU ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT 1HE
GRADING WA$ DONE IN ACCORDANGf MTH THE REQUIREMENTS AND
RECOMMENDA 110NS OUTLINED IN TH[ PRELIMINARY SOILS REPORT
ANO ANY SUPPLEMENTS THERETO,
(4) REPORT ,iJTH AS-BUILT GEOLOGIC PLAN, IF REQU/RfD BY THE
CITY
35. UNLESS A GRADING P[RMIT FOR THIS PROJECT /$ /$SUED ,iJTH/N ONE (1)
Y[AR AFTFR THE CITY ENGINEER'S APPROVAL, lfl[SE PLANS MAY 8[ REQUIRED
TO BE RESUBMITTFD FOR PLANCHECK. PLANCHECK FE£$ MU BE REQUIRED FOR
ANY SUCH RECHECK.
36, TH[ SOIL$ REPORT nnED "UPDA Tf GEOTfCHNICAL INl<fSTIGA TION, COASTLINE
COMMUNITY CHURCH, CARLSBAD, CALIFORNIA" PREPARED BY GEOCON, INC., DATfD
APRIL 4 , 200J, AND SUPPLEMENTARY LETTFR DA TfO MAY 20, 2003, SHALL 8£
CONSIDfRED AS A PART OF THIS GRADING PLAN. ALL GRADING $HALL 8£ DONE IN
ACCORDANCE 111TH TH[ RECOMMENDATIONS AND SPECIF/CA TTONS CONTAINED IN SAID
SOIL$ REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLAR[ /HAT I AM TH£ ENGINEER OF WORK FOR If/IS PROJECT, THAT I
HA Vf EXERCISED RESPONSIBLE CHARGE OVfR 1HE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 670J OF /HE BUSINESS AND PROFESS!ONS CODE, AND If/AT THE DESIGN IS
CONS/STfNT ,11/H CURRENT STANDARDS.
I UNO[RSTANO THAT THE CHECK OF PROJECT ORA MNGS ANO SPECIF1CA TIONS
CITY OF CARLSBAD DOCS NOT R£L/[V£ ME, AS ENGINffR OF WORK,
RESPONS/8/LlnES FOR PROJECT DESIGN.
FIRM: FUSCO£ ENGINEERING
ADDRESS: -~6J~9~0-'G~R=EE=-N~M~C-'H-'D~R-'1Vf.=--c5~U-'lc"-E-'f'--70c._ ___ _
R.C.E. NO.: ---~6~51~9~8 __________ _
REGIS/RA noN [XPIRA TION DAT[: --=09~/.~3=0/,~0~7 ___ ~
SOILS ENGINEER'S CERTIFICATE
BY TH£
OF MY
I, .SJ-\:A-.JE'. R/?l>~EP_ , A REG/STEREO CIVIL
ENGINEER OF TH[ STA TE OF CALIFORNIA. PR/NC/PALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS M[CHANICS, H[R[BY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CON0/110NS PREVALENT WITHIN THIS
SITE WAS_ 1,/Al/E BY ME OR UNDER MY DIREC110N B[TWEEN TH[ DA TES OF
_IA>,j~ , 20 03" AND A ne.JL-, 2~. TWO
COP/ESOFTRE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMI TT£0 TO THE OFFICE OF THE CITY ,
ENGINEER. ~ C '·'
SIGNflJ·~~:;i4;:>('.
PE. NO.: ~h?.~~t£1=~'----------e:;:e
DATE \ • 'J,.~-(pb
LICENSE EXP/RA 110N OA TE:
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS [NG/NEER OR
GEOLOGIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE OVER-ALL
GRADING TIVl7:QY ADVISE ON THE COMPACTION ANO STABILITY OF
THIS SIT. .
' -
DAT£
COASTLINE
coas
COMMUNITY
COMMUNITY CHURCH
\
' '
KEY MAP
1· -150'
CITY OF OCEANSIDE ,.
CITY or VISTA
PACIFIC
OCEAN
CITY Of ENCINITAS
VICINITY MAP
NOT TO SCALE
LEGAL DESCRIPTION
LOT 482 OF CARLSBAD 1RACT NO. BB-OJ-02, UNIT 2, IN THE
COUNTY OF SAN DIEGO, STA Tf OF CALIFORNIA, PER MAP NO.
I JJ86, RLED IN TH£ Ofr/CE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY, DECE/.IBER 20, 1996
OWNER
COASTLINE COMMUNITY Cl/URCH
511 ENClNITAS BOULEVARD, SU/Tf 104
ENCINITAS, CA, 92924
PHONf: (760) 438-7.500
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PL.ANS WAS
GENERA TfD BY DIGITAL F1ELD POINT DATA
REDUCnON ME1HODS FRO/./ INFOR/.IA nON GATHERED
ON DECEMBER 15, 2000 BY A GROUND SUR\<fY
CONDUCTfD BY FUSCO[ £NG/NEERING.
PROJECT LOCATION
THIS PROJECT IS LOCA TfD 1111HIN ASSESSORS PARCEL
NUMBER($) 255-273-07, CALIFORNIA COORDINATf
INDEX: 196-6252 (NAO BJ)
BENCH MARK
Tl£ BASIS OF ELEVATIClli FCXI THIS stRVfY IS Tl£
C(J.MY OF SAN DifGO BfJOI MARK T1JR4W11 14J. 935
JAG, Tl£ STREET CEJITERL I/£ I.ICHJENT f1v EL. CAMIM!
REAL, 0. 72 /,//LES i'KRTl£RI.Y OF ENCINITAS BOClEVARD
EL.EV. 143,935
SITE
V,
GRADING PLAN
REFERENCE DRAWINGS
CITY OF CARLSBAD D~. NO. 423-IA
CITY OF CARLSBAD D~. NO. 323-8
SHEET INDEX
SHEET 1:
SHEET 2:
TITLE SHEET
SURCHARGE PL.AN
WORK TO BE DONE
THE GRADING WORK SHAU CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FIL.LS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILlnES, AND
PL.ANnNG OF PERl,/ANENT LANDSCAPING AND PREPARA TIO// OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS, AU AS SHOWN OR REQUIRED ON THIS SET
OF PL.ANS AND THE CITY STANDARDS, SPECIF1CA TTONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES C/TfD ON THESE: PL.ANS,
THE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE 111/H TH[ FOLLOIIING
DOCUMENTS, CURRENT AT THE nME OF CONSTRUCTION, AS DIRECTfD BY TH[ CITY
ENGINEER.
1. CARLSBAD I.IUN/ClPAL CODI[
2, CITY OF CARLSBAD STANDARDS
J, THIS SET OF PL.ANS
4. CARLSBAD PL.ANNING COMMISSION RESOLUTION NO. 55J2 DA TfD JANUARY 7, 2004
5. TH£ STANDARD SPECIF1CA 110//5 FOR PUBLIC IIORKS CONS/RUCTION (GR[EN
80()1(),
6. SOILS REPORT AND RECOMMENDA nONs BY GEOCON, INC., DA TfD APRIL 4, 200J,
AND SUPPLEMENTARY LETTFR DA TfD MA Y 20, 200J.
7. TH[ SAN DIEGO REGIONAL STANDARD DRAMNGS, AS MAY 8£ MOD/FlfD BY THE CITY OF
CARLSBAD STANDARDS, THE LEUCADIA WASTfWA TfR DIS/RICT STANDARDS (SEWER ONLY)
OR THE OLJVfNHAIN I.JUN/OPAL WA TfR DISTRICT STANDARDS (WA TfR ONLY).
8. ENVIRONMENTAL APPROVAL PER FlND/NG OF PRIOR COMPLIANCE PER PL.ANNING COMMISSION
RESOLUnON NO, 5532
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
Tfl.lPORARY DITCH PER DETAIL, SHEET 2 ==>==> 900 LF
SLOPE y 2: 1 MAX
SPOT ELEVA noN #
EXISTING ELEVATION \;
RN/SH[D CONTOUR
EXISnNG CONTOUR
DA )VGJ-/T LINE ------/j .._____..,
PROPERTY LINE ------
CHAIN LINK FENGf SORSD MS, M6 -0----<0>----606 lF
SHEET J:
SHE£T 4:
[ROS!ON CONTROL nTLE ,HEET
EROSION CONTROL PL.AN
STORMWATER POLLUTION PREVENTION PLAN
PRIOR TO THE COMMENCEMENT OF GRADING, THE O'MIER SHALL
PROVIDE TH£ CONTRACTOR MTH A STORM WA TfR PDUU770N
PRfVfNnON PL.AN (S IIPPP ), fl!!/CH PRO\IDES RECOMMENDA nONS
AND PROCEDURES TO FULFIU STORM WAJrR DISCHARGE
REQUIREMENTS OF 1HE STAT[ WATFR RESOURCES CONTOL
BOARD (Sl!RCB) ORDER NO. 99-08-011\'J, NA 710NAL PDUUTANT
DISCHARGE EL/MINA nON SYSTfM (NPDES) GENERAL PERMIT NO.
CAS000002, WAST[ DISCHARGE REQUIREMENTS (WR$) FOR
DISCHARGE OF STORM WA TfR RUNOFF ASSOC/A TfD MTH
CONS7RUC710N AC71\ITY
EARTHWORK gUANTITIES
CUT: I 600 CY
FILL: 18,100 CY
IMPOR T: 16 500 CY
EXPORT: 0 CY
Slll?CI/AfcGE Peg Mt T 4r G. ROS 00 7 5
SURCIIA/<6~ c.tJl'1f7lETE(J JVA/£ 19, 200<=>.
.SUf!?QIJ{t:.GE REMO/JAL PER ld!?l/fJ!AIC. P£,R,"1!T
BEG-4t,/ .J VI'{€ 20 2.0 CJ C:., '
G!(/JDJNGPEf_lV/IT #GR040/0Z..
Ptt:;N.!t1Jt DEPARTMENT APPROVAL : AS _ BU IL T 11
_ ~Jif»> DATl:Zjb µ, ~ _ 'J, If, . 'l(!z/at,,
,')sst.s-r/W71'WOONG DIRECTOR RCE // -EXP 9 /30/4,7 ;;;:;E ~ DATl·,.,.,,,,.,,~J.r--, r '
<.Q!V'V/'-'-f' REVIE\JED BY,
RECOIIIIINDED BY LMf~~V\ IN?E-T□~ ..... -c7 DATE
>---+----+-----------4-----+----+---+--< 1 sH,EET I CITY OF CARLSBAD I SH4EETS I
;::::=='-'===E::N::G::1::N::EE::R::l:=N::G:::::DE::P=A:=R=T=M::E::N::T==::'....':==;::::
1---t---t-----------------+---+--+---+---1 GRADING PLANS FOR:
STOCKPILE PERMIT
COASTLINE COMMUN/TY CHURCH
APPROVED: GLENN PRUIM tJY ~
, ;I 4 ~:•<C::ff. kV"~. I 4/""-
1----t---t--,;:----------------+---+--+---+---1 c1TY ENGI NEE«PE s1 2iiiiEXFlliis D9/30/07 DATE
/[\ DWN BY: -PROJECT NO. DRAWING NO.
CHKD BY:CEk SOP 02-16 423-18 RVWO BY:
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
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708
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EXISTING CONCRETE DITCH
170-----------
--------_! !3===================-=------
STACK OVERLAPPING GRAVEL
~-t:JAGS 3 HIGH FOR SPLASH ----="'--s.-==:._.,-PROTECTION WHERE CALLED FOR
. GRAVEL BAG
ON SHEET 4 (EROSION CONTROL).
-• WRAP PLASTIC SHEETING
OVER GRAVEL BAGS &
TUCK UNDER. EMBED BAGS
IN GROUND (TYP). 20 10 0 20 40 80 ~'~~~---~,~~,---,I
NOTES
1. WORK SHOWN IS TEMPORARY AND WILL BE REPLACED BY
GRADING SHOWN ON DWG. 423-1A ON FILE WITH THE CITY.
2. THE SURCHARGE SHALL REMAIN IN PLACE FOR A MINIMUM OF
TWO (2) MONTHS PER SOILS ENGINEER'S RECDMMENDA TIONS.
--86.5 [XIS. TP
[XISTING PERFORATED 36"
MP STAND PIPE TO REMAIN
OUTLET DETAIL -TEMPORARY DITCH
NO SCALE
NOTE: SVRCH/tf?.GI: fl/lCED !lli/f)ER 6f-GR0~007,
AS PcR "INTE.Rtfr'I IZEPORT OF 7£5TIA/G AN!)
OBSel<V/11/0,1/ seRI/IC€S PEP.FORMED CVl<.ING-
St1G G-/!.ADINGh BY (;H:;CCN INC._ DATEO JULY 10, zo~
SVRG/AR.GE l<.E/lfOYcD P£R. GP-G/Z. 040 102.. ON •
JUNE 2.o, 200 6 A5 Pc!< GRADING fl..AAJ q-z 3-/)\
~
SURCHARGE GRADE ~ uj
l:;
t,i-· 5' SURCHARGE PER SOILS 2 LIMIT OF GRADING
25' tu . \ \ls ENGINEER RECOMMENDA r,o··~--1
f----"''-o..j§ ,':i· FUTURE FINISHED PAD GRADE: 103.3 -2·7
10~/W !,;: ------'--------ENGINEERED FILL PER SOIL;---
~ ENGINEER 'S RECOMMENDATIONS _/""'1._
--~ '-✓-----~ -E ----LONA _.. -
-------c::::r"-=--=--=--=--=-~::..,.----TEMPORARY DITCH AT ---------o\)l<o
'--.. TOE PER DETAIL THIS _,. G GI'-
--.. --..____ SHEET _,.,,. _,. ~5i\l'<
--.. -----.. ------------ --
SECTION A -A' 11 AS
NO SCALE \
EXP.
REVIE\JED BY:
7;::, F.. -~
BUIL T 11
q/42-job
DATE
.,,,, 1~ • DATE
r--t----t-----------+---+--~---1----' I SH2EET I CITY OF CARLSBAD I SH4EETS I
~=:=._':::=::::::E::N::G:::I N:::E=:ER::::l:::N:::G :::::D:::E::::P::AR::::T:::M:::EN::::T:::::::=:!_l:=::::::::~
t----+--+-----------------lr---1----1---4----' GRADING PLANS FOR
il!!I FUSCOE TEMPORARY DRA1i4GE DITCH GRAPHIC SCALE IN FEET J~
ti5 ~
STOCKPILE PERMfT
COASTUE COMMI.NTY CHURCH
I N I I N I I I I N I
6390 Greenwich Drive, Suite 170
Son Diego, California 92122
tel 858.554.1500 ofox 858.597.0335
www.fuscoe.com
NO SCALE •-· -No. RCE 65198
EXP. 9-30-0
Civi\
APPROVED: GLENN PRUIM ,67"
#2 < 21..-::.::Z ~ .1/J~,e
t-----t--t-?.~-------------l----+--11---1----1 CITY ENGINEEfiE 513'4ExPttiEs 09 30 07 7oA'fi:
DATE INITIAL OWN BY: ~~-PROJECT NO. I DRAWING NO. ,/ II ~ ~ , I DATE INITIAL DATE INITIAL CHKD BY: Otil-· SOP 02-16 42'.,-18 ~ --~ _' ~ /{,) o/ t{J[E;NG::::_'N::EE::_R_:O::_F_:W::OR::Kl.:--::~,--.,..-,,:--R-E7V_I S_I_O_N _D:.._E:.._S:.._C:.._R __ l P_T_I 0.:._N:.:__-:::,...-..,--,:--.J.'.o~:~ER~AP'.'.'.PR'.'.::O'.:'.'.YA'.'.:L_L~Cl_'.::y:..:~~~'.'.'.:R~O:vA~L 1, _i:R:::V:::W~D=B~Y~: ==~==~~~~~::::!.'.~~-,~~::::!J
)
' 022806
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM PEEVEY AT (760) 438-7500.
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 FAG/LITA TE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORA TEO 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 ENO 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 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERM/NATION OF HYDROSEEOEO 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 35.023 OF
THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA TION SHALL BE
INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEOING 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 ANO ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FDR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS H/GHL Y
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
C.
0.
E.
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 HANO
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM .
.3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEEO/NG 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 or ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF 0/MORPHOLECA
g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYOROSEEOED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE /NOCULA TED WITH A NITROGEN
FIXING BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR
BROADCASTING BEFORE HYOROSEEO/NG.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
ANO A GR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
). NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYDROSEEO
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
HYORAULICALL Y 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.
.3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEOING 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 Wl'LL 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
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEOED AREAS SHALL BE MAINTAINED TO PROV/D[ A VIGOROUS GROWTH UNTIL
TH[ PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
50'M/N.
STACK GRAVEL BAGS
TO CURB HEIGHT
CRUSHED AGGREGATE,
3"~6110/A. -.........._ =~~~~-' ~~ w7-,m~ lJJrng1TT'~~', --~m!!'m~m!c!c '1'<.'rr !!'m~ir'. -. m n,!-ll 0m~m'ecmc;m 3Tls m.
FILTER 12 " MIN. 4 "PVC PIPE IN
FABRIC PROFILE GUTTER
EXISTING GROUND
_L 24
14'MIN.
I ' lWC'LWJI,
CORRUGATED STEEL PANELS -
PLAN
GRAVEL BAGS OVERLAP
ONTO CURB '\
)
-------------'-.
________.,,
RUNOFF /
GAP BETWEEN BAGS
ACTS AS SPILLWAY
FILL SLOPE
\
'i
EX. CURB & GUTTER
'
STACK GRAVEL BAGS TO CURB
HEIGHT. PLACE 4" PVC P/,0E IN
GUTTER TO MAINTAIN GUTTER FLOW.
J FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
EARTHEN RIDGE
• GRAVEL BAG ROWS SHALL BE PLACED ALONG
DRIVEWAYS AND PARKING AREAS IN ACCORDANCE WITH
THE FOLLOWING TABLE:
SLOPE GRADIENT
0 -4%
4 -10%
OVER 10%
INTERVAL
100 FEET
50 FEET
25 FEET
BENCH MARK
Tl-/£ BASIS OF ELEVATIONS FOR THIS stRVEY IS Tl£
COl.lvTY OF SAN DIEGO BfNC/-1 MARK. T1.3R4W11 143. 9.35
3AC, Tl£ STREET CENT.ERLINE: MONUIENT ON EL CAMINO
REAL, 0. 72 MILES NORTHfRLY OF ENCINITAS BOULEVARD
_DESCRIPTION
STABILIZED CONSTRUCTION
ENTRANCE
TEMPORARY DRAINAGE DITCH
LIMITS OF CLEARING
& GRADING
GRAVEL BAGS
HYDROSEED/NG
LEGEND
STD. DWG, QUANTITY SYMBOL
DITAIL THIS SHEIT
DITAIL, SHEIT 2
DITAIL THIS $HEIT
J
1860 SF "~'<X)<-x
1
900 LF c::;> c::;> c::;>
51,400 SF I I
700 =
.34,2005F l + + + + + l
11 AS BUIL T 11
RCE __ _ EXP ___ _ DATE
REVIE\o/ED BY,
INSPECTOR DATE
l---+----+-----------+---+---+--+----I I SH3EET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ~===--=================:::::....'::==:::::::;
COASTI.INE COMMI.NTY CHURCH l
EROSION CONTROL PLAN
APPROVED: GcENN P'<U M 4Y
,t< I &A&/ ,_,-.q' o e♦ ~-4
CITY ENG~ PE ci274 EXPIRES 09/30/0?Dlr~
ELEV. 143. 9.35
DATE INITIAL DATE INITIAL DATE INITIAL g~~D B~Y: J>tP-I' PROJECT NO. DRAWl~G NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPRQVAc CITY APPROVAL RVWD BY: SDP 02-16 423-1B --------------------'----'---~-----...... · .... · .;•:..;·.,.,---~~~~~~===~;~=~~:::=~=::===~~~;;~::!:~~~~~~§~~==~~=~~~~~~~~===~ ···------
u
z
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F" .... ,1 T:I~ FUSCOE
I N I I N I I I I N I
6390 Greenwich Drive, Suite 170
San Diego, California 92122
tel 858.554.1500 ofax 858.597.0335
www.fy3coe.c;:orn
/
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20 40 80 i---1 11-----,I
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GRAPHIC SCALE IN FEET BY:
.. ·' -__ _
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,,
,, ,,
/
/
,,
/
,,
/
/
+
+
+ +
+ +
+ + + + + ' -+-' I + + + + +
r + +
+ +
+ + +
+ + + + +
+ + + + + + + + +
+ + + + + + + +
+ +
+
+ I + + + . \··+ ..... :'1:-...
+
' 5 t d -1 £i, A~ DATE: _./+'/2'-"--=-fo b_...lJ"-'6 __
STEVEN J. HARRISON furna EXP. 09-J0-07 ~ I
l
I
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' r·/ ' ' ~ fJ>.,"''
+~RA W:L BAG SPLASH PROTE:C;;/ON
+
+ +
+
+ + +
PER DETAIL, SHEET 2 \
+
+
+
+
+
+
+ J
B
+
+
+
+ I
+'1
+: ': +
I -+,:,,./ + ,,
+ '
+
+
+
+ +
+
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~la/ I ,, .. \~\ I I • i ! t I .,1,1 1
li"-,/(J·' ' I : ., I ; I i
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+ ,,+
t/··+
+ + + +1
I
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+/'-r•' +
+
+ +
+ +
+ +
+ +
+ +
+ +
j~ ~
No. RCE 65196
EXP. 9-30-07
Civil
+
+
+
+
+
+
+
+ +
+ + +
+ + +I,
+
+
+
+
+ I, +
+\ : +
+ + + I
+ + + .·
+ + ,.
-1-:/ ,,,,.
BENCH MARK
THE BASIS OF ELEVATIONS FOR THIS st.RVEY IS Tl£
COUNTY OF SAN DIEGO BENCH MARK T1JR4W11 /43. 935
JAG, Tl-£ STREET CENTER/.. IN£ MON!.JM£NT ON EL CAMINO
REAL, 0. 72 MILES NORTl£RI.. Y OF ENCINITAS BOULEVARD
ELEV. 1,t.J. 935
DATE INITIAL
ENGINEER OF WORK
i
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I
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'
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REVISION DESCRIPTION
---.............. ··---.. ----
: I /
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DATE INIT' AL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
----------
RCE __ _ EXP ____ _ DATE
REVIEw'ED BY:
APPROVED: GLENN PRUIM
4-4 «< c:t d. ~~--..;; s r:.S 2hLl:t CITY EN GI NEER~ 5127_4_.~ •1DX__,P..,I R.-E=<SL._0_9_30_0_7 1J AT(
DWN 3Y:
CHKD BY: AA
RI/WO BY:
~ROJECT NO.
SDP 02-16
DRAWING NO.
423-1B
" 0
'