HomeMy WebLinkAboutDWG 417-8A; PD 04-02; SMITH RESIDENCE; 01-04GRADING NOTES
(IN ADDITION TO 71-1£ R£QU/R£M£NTS OF CHAP7ER 11.06 OF 71-1£
CARLSBAD MUNICIPAL COD£.)
I. THIS PLAN SUPERS£0£S ALL OTH£R PLANS PR£VIOUSLY APPR0\4::D BY TH£ CITY
OF CARLSBAD R£GARDING GRADING SHOWN ON THIS 5£T OF PLANS.
2. APPROVAL OF THIS PLAN DOCS NOT LESS£N OR WAI\£ ANY PORnON OF TH£
CARLSBAD MUNICIPAL COD£, RE:SOLUnON OF COND!nONAL APPROV~ CITY
STANDARDS OR OTHER ADDlnONAL DOCUMfNTS LISTED H£R£0N AS TH£Y MAY
P£RTAIN TO THIS PROJE:CT. TH£ £NGINE:£R IN R£SPONS/BLE CHARG£ SHALL
R£Vl5£ TH£$£ PLANS WHE:N NON-CONFORMANCE IS DISCO'-£RED.
J. CITY APPROVAL OF PLANS DOfS NOT REl.lfvF TH£ Df\fl.OPER OR £NG/N££R-OF-
"°"K FRO/,/ R£SPONS/BILJTY FOR THE CORRE:cnoN CF ERRORS AND OMISSIONS
DISCO'-£RED DURING CONSTRUCTION. ALL PLAN R£VISJONS SHALL 8£ PROMP7L Y
SUBMITTE:D TO TH£ CITY £NG/NE:£R FOR APPROVAL
-4-. A RIGHT-OF-WAY PE:RMIT FROM THE CITY £NG/NffR 'MLL BE R£QUJR£D FOR ANY
WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO P£RMIT /SSUANC£, A
C£R11FICA 7E OF INSURANCE MUST BE F1l..£D NAMING 1Hf CITY OF CARLSBAD AS
AN ADDIT10NAL INSURED ON THE PERI.IITl'E:f'S POLICY IN TH£ MINIMUM AMOUNT
OF $1,000,000.00 FOR £ft.CH OCCURRfNCE OF LIABILITY. ff INSURANCE
COMP~/ WRfWG ~ POLJCY Mljr VA\.£ Jo PNW,.. OF jf AND A size CATE(LRY Q<"Ct,ASS_S £STABLI~ B_ "BES ____ llNG GUDE.
5. UNLESS f:>iEMPTED BY 5£CT10N JOl.fb)5 OF TH£ UNIFORM BU/LO/NG CODE,
RETAlNING WALLS OUTSID£ OF PUBLIC RIGHT OF WAY REQUIR£ SEPARATf
PcRMI TS FROM TH£ BUii.DiNG DEPARTMENT.
6. NO WORK SHALL 8£ COMMEJ/CED UNTIL ALL PERMITS HA\,£ 8££N OBTAINED FROM
TH£ CITY AND OTH£R APPROPRIA 7E AGENC/£5.
7. APPROVAL OF TH£S£ PLANS BY THE CITY £NG/NffR DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PE:RFORMED UNTIL TH£ PROP£RTY OWNF:R'S PERMISSION
HAS 8££N 08TAIN£D AND A VALID GRADING PE:RMIT HAS 8££N ISSU£D.
8. NO R£VIS/ONS 'MLL 8E MAD£ TO TH& PLANS 'MTHOUT 1Hf 'lrRITTE:N APPROVAL
OF TH£ CITY £NGJN££R, NOTED 'MTHIN THE R£VIS/ON BLOCK, ON 1Hf
APPROPRIA 7E SHffT OF THE PLANS ANO TH£ n11.E S/-/££T.
9. ORIGINAL DRA'MNGS SHALL BECOME THE PROPERTY CF THE CITY UPON 8£/NG
SIGN£D BY THE CITY fNG/NffR.
10. TH£ ORIGINAL ORA 'MNG SHALL 8E REVISED TO REFI.ECT AS-BUILT COND/110NS
BY 11/E £NGIN££R-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE "°"K BY THE
CITY.
11. ACCESS FOR FIRE ANO OTHER £MERG£NCY 1-EHICLES SHALL BE MAINTAJN£D TO
THE PROJECT SIT£ AT ALL 11M£S DURING CONSTRUCOON.
12. WHE:RE TR£NCHES ARE 'MTHIN CITY EAS£M£NTS. A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHffT, (B) LABORATORY WORK SHffTS AND (C) COMPACTION
CURVES. SHALL BE SUBMITTE:D BY A PROFESSIONAL £NG/N££R OF THE STA TE OF
CALIFORNIA, PRINC/P ALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. TH£ SO/LS RF:PORT 'MLL BE SUBMITTED TO THE CITY £NG/NEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMP!£110N OF Fl£U) 7ESTS.
1J. A SO/LS COMPACTION REPORT AND COMPLIANCE \,£/?/FICA 110N REGARDING
ADH£REJ/CE TO R£COMM£NDA noNS OUTIJNED IN THE SOILS REPORT JS REQUIRED
PRIOR TO THE ISSUANCE OF A BU/LO/NG PE:RMIT. ALL CONTRO/..L£D GRADING
SHALL BE DONE UNDER THE D/RfCTION OF A PROFESSIONAL £NGIN££R OF TH£
STAT£ OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL/£0
SOILS MECHANICS. ALL FILL OR FU1UR£ FILL AR£AS SHALL BE CONSTRUCTED IN
ACCORDANCE Wl1H THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND 11-/E
• £ART1-IWORK SPECIF/CATIONS • ATTACHED TO THE PREl.lM/NARY SOILS
IN\.£S11GAnON. DAILY FIELD COMPACnON REPORTS llfLL BE SUBMITTED TO THE
PRO.ECT INSPECTOR.
14. A PR£CQNS7f/UCTIQN MffTING SHAfL Rf Hf/0 AT 7Hf SUE PRIOR TO 7Hf
BFJi!NNING Of 00/?K ANO SHA/ L Rf A mNDfQ BY All REP8£SfNTA TI\,fS
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPF:RVISION. 7£S!/{jj AND ALL
01HER ASfEC1S Of 7Hf M?RK, THE CONTRACTOR SHALL SCHEDULE Mff11NG
THROUGH 11-IE PERMIT CLERK (760-602-2740) AT LEAST F/VE(S) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED D~AWINGS MUST BE
AVAILABLE PRIOR TO SCHEDUUNG. TH£ GRADING PF:RMIT WILL BE PROVIDED BY
THE PRO.ECT INSPECTOR AT THE Mff11NG.
15. A/L INSPfCTION REQUESTS 071/fR 11-IAN FOR PRfCONSTR//CTION /JffTING m/L Rf
MAD£ RY CAI/ /NG ntf ENG/NFFRJNG 24-HQ/JR INSPECTION RfOI/FST I INf AT
g'J>Ql 438-3891. /NSPfCTION REQUEST MUST Rf RECEl\fD PRIOR TO 2: oo PI.I.
N 11-IE DAY BEFORE THE INSPECTION IS N££D£D. INSPECTIONS WILL BE MAD£
THE N£XT "°"K DAY UNLESS YOU REQUEST O THF:RWISE. REQU£5TS MAD£ AFTER
2: 00 P. M. WILL 8E SCHEDULED FOR mo FULL WORK DAYS LA TfR.
16. 11-1£ OWNER AND/OR APPLICANT THROUGH 11-IE DEVEI.OPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY D£VICfS, INCLUDING
SHORING, AND SHALL 8E SOLEI. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STAT£ AND FEDERAL SAffTY AND HEALn-1 STANDARDS, LAWS ANO RfGUI.ATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE 5£CT10N 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCfRN£D AGENCY SHOWING
11-IE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF' WOR11E" PROTECTION FROM THE HAZARD OF CA \1NG GROUND DURING THE
EXCA VA 110N Of SUCH 1RfNCH OR TR£NCHES OR DURING 11-IE PIPE INSTALLA OON
11-IEREIN. THIS PLAN MUST BE PREPARED FOR ALL TR£NCHES FIVE FEET (5') OR
MORE IN DEPn-1 AND APPROVED BY 1Hf CITY £NG/NEER AND/OR CONC£RNED
ACENCY FR/OR TO EXCAVATION. If 7Hf PlAN VAR/ES FROM 7Hf SHOR/NG $)'STEM
STANDARDS £STABLISHED BY 11-IE CONSTRUC71QN SAF£TY OROCRS. 1111..E 8
CAUfORNIA ADI.IIIIISTRAilY( CODE 7Hf PLAN SHALL BE PREPARED BY A REG/STFJ?EQ ENG/NffR AT 7Hf CONTRACTORS EXPENS{. A COPY OF THE OSHA f~8~~~H8~. PERMIT MUST BE SUBMITTE:D TO THE INSP£CTOR PRIOR TO
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BITN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA 110N FOR BLASTING
PERMIT l\fl.L IN ADVANCE OF THE SCHEDUUNG OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURC£S ARI; ftf9YE!f;.°st'd17/tJ} ANY WORK AREA
DURING CONSTRUCTION, OPERADDNS __ _ __ ~DIATELY. AND THE
PERM/TT££ 'MLL NOnFY THE CITY £NG/NEER. OPE:RA TIONS WILL NOT RESTART
UNTIL 11-IE PERM/TT££ HAS R£CEIVED WRITTfN AUTHORITY FROM THE CITY
ENGIN£ER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJAC£NT TH£R£TO, INCLUDING
WARMING UP, REPAIR, ARRIVAL., DEPARTURE OR OP£RAT10N OF TRUCKS,
EARTHMOVING EQU/PM£NT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD 8£TY,££N 7: 00 A.M. AND
SUNSET £ft.CH DAY, MONDAY 11-IRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLJDA YS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTfR.)
21. ALL CFF-Sl1F HAUL ROUTES SHALL Bl; SUBIJIT1EQ BY THE CONTRACTOR TO 11-lf:
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING lf
J!QB!S.
22. IMPORT MAJER/AL SHALL BE OBTAINED FROM, AND WASTE" MATERIAL SHALL 8£
DEPOSITED AT, A SITE" APPROVfD BY 11-IE CITY £NG/NEER. 7Hf CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 7Hf HAUL ROUTES OR ADJACENT STREETS AS A RESULT lf H GRADING OP£RADQN.
2J. BRUSH SHALL BE REMO'£) OM.'f 'MTHIN THE AREA TO BE GRAD£D. NO TREES ARE
TO BE R£MOVED UNLESS SPEC/FICALL Y NOTED ON THE PLAN.
2-4-. ALL AREAS SHALL 8E GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WA1ER IS NOT PF:RMITTED. ALL £ARTH£N SWAL£S ANO DITCHES SHALL HA\,£ A
MINIMUM ONE PERCE:NT SLOP£.
25. TH£$£ PLANS ARE SUBJE:CT TO A SIGNED ANO APPR0\4::0 SET OF £ROS/ON
CONTROL PLANS. £ROS/ON CONTROL SHALL 8E AS SHOWN AND AS APPROVED BY
THE CITY £NG/N££R OR AS DIRECTED BY 11-IE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SIT£ SHALL BE I.EFT IN A NEAT AND
ORDERLY CONDIT10N. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SIT£ APPROVED OF BY TH£ CITY £NG/NEER.
27. ALL SLOP£$ SHALL 8£ /RR/GA TED, STABILIZED, Pt.ANTED AND/OR HYDROSEEDED
WIT1-IIN TEN (10) DAYS OF THE TIME 'MIEN J;M;/:l SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANU~ THE LANDSCAPING PLANS FOR
11-//S PROJE:CT, DRAWING NO. -NA -, AND/OR AS DIRECIE"D BY TH£ CITY
ENGINEER OR PLANNING DIRECTOR.
29. 11-IE OWNER/APPUCANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE"
THE WORK OF 11-1£5£ GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGA 110N Pt.ANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE 'MT1-/ THE LANDSCAPE MANUAL TIM£ REQUIREMENTS.
01-SMllH,DWO 4/17/04
JO. PR/VA IE" STORM DRAINS SHALL BE HIGH DENSITY POL Y£THYl.£NE {HOPE) PIPE
Mff11NG THE REQU/R£MENTS OF AASHTO M294 TYPE '>. PIPE GREATER THAN 12•
SHALL HA\,£ WATER 11GH T JOINTS PER ASTM DJ212. f!PE LESS THAT 12• SHALL
HA VE SILT TIGHT JOINTS P£R ASTM F477.
JI. WH£R£ AN EXISTING Pl~ UNE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OP£RA 110N, IT SHALL BE REMOVfD W/11-1/N 1WENTY FEET OF BUii.DiNG
OR STRffT AREAS AND REPLACfD WIT1-I PROP£RLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED Wl1H CONCRETE" OR R£MOV£D AS APPROVED BY
THE Cl TY £NG/NEER.
J2. THE CONTRACTOR SHALL \,£1?/F'f THE LOCA 110N OF ALL EXISTING FACILITIES
( ABO\.£ GROUND ANO UNDER GROUND J WITHIN THE PROJE:CT SIT£ SUffiCIEN7L Y
AH£AD OF GRADING TO PERMIT 11-/E REVISION OF 11-/E GRADING Pt.ANS IF IT IS
FOUND THAT THE AC'TUAL LOCA 110NS ARE IN CONFLJCT Win-I THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTIUTY COMPANIES (SEE 1aoW) AT
LEAST 2 FULL WORKING DA I'S PRIOR TO STARTING GRADING N, 4R 11-IEIR
FACIL/11£5 ANO SHALL COORDINATE THE WORK Y,111-/ A COMPANY REPRESQ'TA 11\1£.
UNDERGROUND ScRVICE ALERT (800)277-2600
SDG4t£ "{800)660-734-J
PACIFIC BELL (~OO)/i92-0I2J
ADELPHIA CABLE COMMUN/CA 110NS i760~4J6-774I COX COMMUN/CATIONS 760 806-9809
CITY OF CARLSBAD(SJr:ffTS & STORM DRAlN) 760 434-2980
CITY OF CARLSBAD{SEWER,WATER & REC/.AIMED WATER) (760)438-2722
34. P£RMIT COMPLIANCE REOUIREMEN TS:
A. CON TROLL£ RAD/NG -THE APPL/CANT HIRES A CIVIL £NG/NEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GI\,£ 7£CHNICAL ADVICE,
OBSER\.£ AND CONTROL 11-1£ WORK IN PROGRESS {11.06.170(8)/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO F1NAL APPROVAL Of A GRADING PERMIT -11-IE FOLLOWING
REPORTS MUST BE SUBMITTED TO TH£ CITY £NG/NEER VIA 11-/E
PROJE:CT INSPECTOR {11.06. 790(8)} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING £NG/NEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL., SLOP£ PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE 'MTH CITY
CODE AND 11-IE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLJANCf
LETTE:R FROM CITY £NG/NEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHIC/1 INCLUD£5
RECOMMEND£D SOIL BEARING CAPACITTES, A STATEMENT AS TO
11-1£ EXP ANS/VE QUALITY OF THE SOil, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY 11-IE SOILS £NG/NEE/'! THAT 11-IE
GRADING WAS DON~' ACCORDANCf WITH THE REQU/REM£NTS AND
RfCOMMENDA TIONS Ol ./NED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS ..,_,ERETO.
( 4-) REPORT WITH AS-BUIL ~ GEOLOGIC PLAN, IF REQUIRED BY 11-1£
CITY.
JS. UNLESS A GRADING PF:RMIT FOR THIS PROJECT 15 ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQU!R"Eb
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES 'MLL 8£ REQUIRED FOR
ANY SUCH RECHECK.
J6, Tf!E SOILS REPORT £N1171.ED "PRELIMINARY GE07£CHNICAL £VALUA noN, CYNT1-IIA LANE
(APN 156-231-50-00J, CITY OF CARLSBAD, SAN DIEGO C01JNTY, CAUFORNIA" DATED
11/2I/0J. AND 11-IRE( AL1ERNAT"'cS M£MORANDA DA7fD 12/5/0J, 12/15/oJ AND
12/16/0J, ALL PR£PARfD BY G~ • OILS, INC. (WO 4-095-A-SC), SHALL 8£ CONSIDE:RED
AS PART OF 11-//S GRADING PLAN. ALL GRADING SHALL 8£ DONE IN ACCORDANCE 'MTH
THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAJNED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE 11-IAT I AM 11-1£ ENGINEER OF WORK FOR THIS PRO.ECT, THAT I
HA VE EXERCISED R£sPONSIBLE CHARGE: OVER 11-1£ DESIGN OF' 11-IE PROJECT AS DEFINED
IN SECTION 670J OF THE BUS/NES.; \ND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STAND \RDS.
I UNDF:RSTAND THAT 11-IE CHECV OF PROJECT DRAf'rlNGS AND SPECIFICATIONS BY TH£
CITY OF CARLSBAD DO£S NOi RELIEVE ME, AS ENGINEER OF WORK, OF MY
R£SPONSIB/Lln£S FOR PROJECT DESIGN.
FIRM: -NA-
ADDRESS: ___ 2_14_WOO_D_LA_N_D_D_R_l\.£~------
C/TY, STA TE, __ \1/_ST._A~, _CA_9_208~J _______ _
TELEPHONE: (760) 597-3168 (DAY) (760) 724-9718 (EVE)
BY: DON A. SM/11-1 DA 1f: '--( ~'l O· 0 '(
(NAME OF ENGINEER}
R.t,.E. N0.: ___ 46_8_50 _____ --,-,-----
REG/STRA 110N EXP/RA 110N DA TE: __ ...c6,_/."'J0"-1/'.-=20""0'"°7 __ _
SOILS ENGINEER'S CERTIFICATE
I, DA \1D It: SKELLY , A REGl!,1ER£D Cl VIL
ENGINEER OF THE STAT!:: OF CALJFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS ME''" 4~1/rS, HEREBY CERTIFY 71-IAT A
SAMPLJNG AND STUDY OF' THE ::.O,L ~· rv~ PREVAL.ENT Wl1}1/N THIS s,rr: WAS MADE BY ME OR UND£R MY DIREC11-,, .. a_,-~" THE DA1£S OF
NO\lfMBER , 200:J A/\''J DfCfMBER ~"'J . ', TWO
COPIES OF TH£ SOILS REPORT COMPILED FROM THIS , . , · "HH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED T. Tl-IE OFFICE C:-·,.; r,TY
£NG/NEER.
~
"' lio,,;1 Exp. ! z. l
CIVIi.
SIGNED:
P.E. NO.: -~4-7~8=57~----------
DA :: At~;/ '3 t)
LICENSE EXP/RAT.ON DA IT::
OWNER'S CF. TIFICA'I'"
U6'-/
12/31/2005
I ( 11£' J HEREBY CERTIFY 71-IAT A ". ·;JSTERED SO.'LS £NGIN R OR
G£0LOG/5T HAS B££N OR WIU: BE . -"/NED TO SUPERVISE O R-ALL
GRA~I ACTIVITY AND AD\11S£ ON 1H£ C1 fPACTION AND STABIL TY OF
71-11 I •
•
DON A. SM/JH DATE
OWNER
DON A. SMITH
214 WOODLAND DR/\.£
VISTA, CA 920BJ
(760) 597-3168 (DAY)
(760) 724-971B (£VE)
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY 78
SPJ ~IAL NOTES ' 1. ' 'IE £XIS7fNCE AND LOCATION OF UTILITY STRUC1URE5 AND FACILITIES SHOWN ON THESE PLANS OCJ?E OBTAINED BY A SEARCH OF THE AVAILABLE
'£CORDS. ATTENTION IS CAU£0 TO TH£ POSSIBLE EXISTENCE OF 011-/ER UTILITY FACIUTIES OR STRUC'TURES NOT KNOWN OR IN A LOCATION DlffERfNT
'ROM 11-IAT SHOWN ON 11-1£SE PLANS. 11-/E CONTRACTOR 15 REQUIRED TO TAKE DUE PRfCAUTIONARY MEASURE:S TO PROTECT THE UT1LJT1T£5 SHOWN ON
1-IE PLANS AND AWY OTHF:R FACILITIES OR STRUC'TURES NOT SHOWN.
2. 'XJNTRACTOR SHALL BE RESPONSIBLE FOR PR07£CT1NG IN PLACE ALL SEl'r£R MANHOES, WA 7lJl METERS, /RR/GA 110N METERS AND VALVES. ANY DAMAGE
TO DISTRICT/CITY FACILITIES SHALL BE REPAIRED IN KIND AT TH£ CONTRACTOR'S EXPENSE.
J. QUANTITIES IND/CA 7£D UNDER "WORK TO BE DONE" AND "EART1-IWORK QUANT111£5" ARE FOR BONDING PURPOSES ONLY. AC'TUAL QUANT/11£5 TO BE
DE1ERMINED BY CONTRACTOR. .
4. IT SHALL BE THE CONTRACTOR'S R£SPONSIB/LJTY TO SECURE ANY AND ALL PERMITS REQUIRED IN ORDER TO PERFORM WORK SHOWN ON 11-IESE PLANS.
CITY OF VISTA WORK TO BE DONE
PROJECT
VICINITY
PACIFIC
OCEAN
CITY OF ENCINITAS
LOCATION MAP
LAS Fl.OR£S DRIVE
BUENA VISTA A YENUE
CYNTHIA LANE
KNOwtES A VENUE
LAGUNA DR/YE
BASIS OF BEARINGS
,-.ROJECT
Lc._rA TION
SITE. )1'ORESS
1J75 er 11-l't LANE
CARLSBAD, "~, 92008
LEGAL DESCRIPTION
' .
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION Of ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES. EROSION CONTROL FACILITIES, AND
PLAN11NG OF PERMANENT LANDSCAPING AND PREPARATION Of AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIR£D ON 11-115 S£T
OF' PLANS AND 11-IE CITY STANDARDS, SPECIFICATIONS. REQU/R£MENTS, RESOLUTIONS
AND ORDINANCES C/7fD ON THESE PLANS.
11-1£ GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUM£NTS, CURRENT AT 11-IE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET Of PLANS
4. THE STANDARD SP£CIFICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GRE£N
BOOK).
5. SOILS REPORT AND RECOMM£NDA TIONS BY GEOSOILS, INC., DA TED 11/2I/0J, 12/5/0J,
12/15/0J, AND I2/16/0J.
6. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
7. CALIFORNIA STORMWA 7ER QUAUTY ASSOC/A 110N, STORMWA 1ER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK ANO THE STA 7E OF CALIFORNIA, DEPARTM£NT OF
TRANSPORTA 110N, CONSTRUCTION SIT£ B£ST MANAGEMENT PRACTICES (BMP) MANUAL
DESCRIPTION
CONCRETE" DRIVEWAY
FOOTING WALL (BY SEPARA 7E PERMIT)
TEMPORARY CONSTRUCTION SLOPE
EXISTING GROUND SPOT ELEVA noN
FINIS/I GRAD£ SPOT ELEVA 110N
LEGEND
DWG.NO, SYMBOL
iiilllllA
X 128.72'
129.25
QUANTITY
1,150 SF
PARCa 2 OF PARCEL MAP NO. 16562, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACORD/NG TO MAP
THEREOF, FILED IN 11-IE OfFJCE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY JULY JO, 1991.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARC£L NUMB£R(S)
156-231-50-00
TH£ CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N _________ E _________ _
EARTHWORK QUANT[TIES
CUT: 967 CY
Fli.c 274 CY
IMPORT: 0 CY
EXPORT: 693 CY
REMEDIAL, D CY
IMPORTANT NOTICE ·
TH£ BASIS OF BEARINGS FOR THIS SURVEY 15 THE NADBJ, :!ONE 6, GRID BEARING BETM . ':IT'!'
SECTION 4218/4217 OF 1H£ G0\4::RNMENT CODE REQUIRES A DIG
AlERT IDENTIFICA 110N NUMBER TO £3( ISSUED BEFORE A "P£RM/T TO
FXCAVATf" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL
UNDERGROUND SERVICE ALF:RT TOLL FREE: OF CARLSBAD SURVEY CONTROL NETWORY FIRST ORDER STA., W "122" AND FIRST ORDER
STATION "139: AS SAID STATIONS ARE Sf10WN ON RECORD Or <JURVEY NO. 17271, FIL.ED ON
FEBRUARY 8, 2002, l.c. N45.l 7'22"W. .
QUOTED 8£1RINGS FROM REFEfiE\rE w-: OR DEEDS 1,1,v OR MA, NOT BE IN TERMS OF SAID
.!) ~ :s TEM.
COMP/NED SCALE FACTOR A7 s· Ai10N • ;,. ·' IS 0.999950570
DISTANC/:. = GROUND DISTANCF t(JLT/PLIED BY n-1£ COMBl/vt:.1,
~CE OF TOPOGRAPHY
GRAPHY SHOW,.1 ON 1H£S~ Pi.ANS WAS GFNERA 7£0 BY STANDARD
sou
TOPO
SURVE
A. SM
MAP
Y Mf;.THODS FR"' INFC'.~.ATION GATHF:RED 'lN 9/6/0J BY DON
1TH, PE. TOPOGRAP!i' SHOWN HEREON CONfO'IMS TO NATIONAL
ACCURACY STANDAP.$.
CH M....\RK
BENCHM/J~, FOR THIS SURVEY IS THE CITY OF CARLSBAD
BEN
THE
SUR
"CLS
WLLA
ELEV,
VEY crw.ROL POINT/ /::?. A 2.5" DIS/( STAMPED
8-122 L.S. 6215" IN THE N~l?TH CURB OF CARLSBAD
GE DRI\IE, 0.1 OF A MILE W~, "ROM HIGHLAND DRIVE
'AT/ON = 127.19 NGVD 29
.-
CARLSBAD .MUNICIPAL WATER DISTRICT
A/&
WIL!JAI.I E. ""PLUMMER DAlE
DISJ'RIC,T ENGINEER R.C.E. 28178
SCALE FACTOR.
•
.
,-
/1'
DATE INlllAL
ENGINEER OF WOR!< REVISION DESCRIPTION
-
1 (800) 277-260() mo WORKING DAYS BEFOR£ YOU DIG
PLANNING DEPARTMENT APPROVAL 'AS BUil T 6
l¼k0.:IA'k. ~\A-.. fl.~ '1-·'2S"•oq DATE:~/} /P-t , (
IIICIL!EL I. HOLZMIIIJIR, PLANNING DillECTOR ' ' RCE4~aso EXP, lo • ~ o'.l • ?.o O"I DATE
~ ~ DATE: 5/3/d-1 ~»·r~ ~--SIGNED)
i6~ RECOMMENDED BY: C.-"'11'11"' Q\lt'. 'F:<:.\-1~
(PIUN? NAIii!) EC OR DTE
I SH~I I CITY OF CARIBBAD I 91E!TS I ENGINEERING DEPARTMENT
GRADING PLANS FOR:
SM/n-1 RESIDENCE
IJ75 CYNTHIA LAN£. CARLSBAD, CA
APPROVED BY LLOYD B. HUBBS.,9J: /2 5//r/e,t/ ~~~~ CITY ENGINEEif"" E23889 ---:-12/3110, c5AlE
'J5m DH I PROJECT NO. I DRAWING NO. DATE INl11AI.. OAlf: INITIAL CHKD BY: ,I\$:
OTilER APPROVAL CITY APPROVAL RVWD BY: ,i!.l: PD 04-02 417-BA
-,m,.,,,,,,,,...---:,""""""""""".,,---~l-.~-"""'"""*-.,,,.... ....,..,.,,....,_,, __ ,,,.., _ _,,,,,,,.._"""._....,....,!!£ . ..,.,,,._,....,,_"""""""',_...,._....,_.,,,.,_. ___ ..,,.,_.,._,_,_ '!---------------------------------
---------------
~
< J!;
f: '-'
~ .., -
G.2.-SWITH.DWG
C£NTERLJN£ CYNTHIA LANE
CURB
128.9 '
-x-
128.79'
C
.
N 89'36'30"W (N 89'50'46"£) @
127.00' 27.1
I
1------@--
a
127.92
(TOP OF GRATE) 128· 77' I (SE£ DETAIL A) X
I CRAWL I m,. IJ0.50 I I PAO E.I.E ,. 1 .SQ
I I
I I
--t-;;--7.-~-7-t LY_l/2:I __ I
2
SLAB 1 m,. 128.75 I
PAO E.I.E ,. 128. 001
I
r-;----,-T--
~~UJ-
I
I I 129.2 I
J
129.25 129.2r,.. ----:.2.:.--(_ J I g
!
l,:'. _____ \...._L
'-....I
I
~
I
I
128.90(TOP OF GRAJE)
128.23 (INVERT)
'-.... /I
I
128.90(TOP OF GRAJE)
128.23 (INVERT;!
L ____ _
I
I
-~---_ _J
129.J.
129.25
/
4/17/0+
\ I \
X X
129.07' 129.25 129.17'
N 89"41'54"W (N 89'45'22"£) 60.81' @
GRADING PLAN
SCALE: I•= 10'
X
129.17'
128.35
(TOP OF GRA 1E)
(SEE DETAIL A)
129.30'
B
~ :5
:s i'!: ~ u
~ .,, -
128. 75'
C
129.25
129.25
LOll£R FLR 122.42 --
BOT OF FTG 119.75 --
UV/NG ROOM FLR I JO. 50 -+-
EX GRNO 128.75_......___
~ ~ i~s ~1 i ii~ ~
11.,1
MAIN FLR 131.50 ---+
EX GRNO
LOf!ER FLR 122.42-·--
BOT OF FTG 119.75--
TD.IPORARY CONSTRUCTION
SLOPF:, TYP.
CONSTRUCTION NOTES:
'
0--RIGHT-OF-W.,,Y PERMIT REQUIRED FOR ALL WORK IN CITY RIGHT-or-WAY @-NEW CONCRETE DRl\-1:WAY PER SDRSO G-14C, AS MOD/Fl£@ BY CARLSBAO STANDARDS @--RAIN GUTTER DOWNSPOUTS CONNECT TO of." HOP£ DRAIN UN£ (NOT SHOWN) 0 -2" SCH 40 PVC SUMP PUMP 0/SCHARGE TO DRAINAGE OUn.ET BOX @ 17', DUPLEX FOOTING DRAIN SUMP PUMP ASS£MBLY IN PREFABRICATED SUMP
\!) -WA 1ER LA JERAL IS ALR£AOY INSTALJ.£D TO £>i/5TING METER BOX.
SEWER LA JERAL IS ALREAO Y INST ALJ.£D TO £OGE OF EASEMENT. 0 --LOCATION OF EXISTING POf!ER, TE1.£PHON£ ANO CA8t£ TO 8£ D£1ERMINED. @-SETBACKS: 20.0' FRONT YARO; 6.08' ~10£ YARD; 12.16' REAR YARD @ --40' EASD./£NT FOR PUBLJC ROAD AND INCIDENTAL PURPOSES TO 1H£ Cf'! "/TY
OF SAN DIEGO RECORDED 4/28/31 IN BOOK 1887, PAGE 221 OF DEEDS. @-BEARINGS IN PAREN1H£S/S R£F£RE:NC£D FROM PARCEL MAP 16562 (NOT CONFORMING 10 NAD8J). @ @ BASE:M£NT SEWER ~LL 8£ PUMPED UP AND CONNECTED ro GRA \I/TY SEM£R SERVICE
12 -UNDISTUR8£D EARTH, TYP. @--R£COMPAC1ED BACKFJU. PER GEOTECHNICAL REPORT, TYP. @-FOOTING DRAIN TO FOOTING DRAIN SUMP, PER BUILDING Pt.ANS. @)--FRONT PROPERTY LJNE: N 89'36'JO"W (N 89'50'46"E) L = 17.06' @-FRONT PROPERTY LJNE: t:,. = 17'52'10" R = 91.00 L = 28.38 @--FRONT PROPERTY LJNE: N 71'44'20"W (N 72'17'04"W) L = 16.76'
LOT COV£RAG£
LOT AREA: 8,639 SQ.FT.
AREA OF MAIN FI..R, GARAGE .t PORCHES: 2,856 SQ.FT.
ACTUAL CO\£RAG£: 2.856/8,639 = 33,r (MAX ALLOWED: 40%}
SE.-CTION B-B
SCALE: J/16"=1'
SECTION C-C
-
' -=111--11
=I I=! I F.311~
I
SECTION A-A
SCALE: J/16"•1'
1/, o\ 1@ ~
..,
~d.,-,,=rr,!dbr,-,=r,~ u I=
-
iii DAll NllM.
ENGINEER fE WORK REVISION DESCRIPTION
I
flNISH GRAD£ AS SHOltN
5
0--BROOKS 1212 CATCH BASIN W/ a PARKWAY GRA1£, TOP El£V. AS SHOl'IN @ -CORE DRILL EX. CURB FOR NEW OU7!£1) INVERT 1 • ABV. CURB FLOW UN£ @--CATCH BASIN OUn.ET INVERT 1• ABV. INVERT AT CURB 0-CATCH BASIN INLET IN\£RT 1• A8V. CATCH BASIN OUn.ET IN\£RT @ --COARSE GRA\.U ORAIN ROCK
DETAIL A
DRAINAGE OUTLET BOX
TYP. OF 2
NO SCALE
'AS BUILT'
Ua.~ ~-'l.S·o~
RCE':f:6i~ EXP,6,':Jo,?co'\ DATE
R~dt¼.:
NSPECT□R
,zL 1.4/{)1
DAfE I ~:ET I CITY OF CARLSBAD I ~~Eis I ENGit£ERING DEPARTMENT:
GRADING PLANS FOR:
SM/1H RESIDENCE
1J75 CYNTHIA LANF:, CARLS8AO, CA I: BY !f-O~B. HUBBS.ff.,, sh~ CITY ENGINEER R.-2.38~ 12/31/05 ' Ant
·-[DYM i,,. PROJECT NO, DRAWING NO. DAT! INlllAL DAll INITIAi, CHKD BY: .:,c.~ PD 04-02 417-BA one N'PROVAL cnY APPROVAL RVWD BY: :Sc,!!-
• I . I
EROSION CONTROL NOTES
1, IN CASE EMERGENCY WORK IS REQUJR£D,CONTACT DON SMITH AT (760) 724-9718 [rvE].
(760) 597-3168 [DAY]. OR (760) 271-4720 [MOB).
2. EQUIPMENT AND VKJRKERS FOR EMERGENCY VKJRK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHAU BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAC/1.JTATE RAPID
CONSTRUCTION OF T£MPORARY DEVICES 'MIDI RAIN IS £M/NENT.
J. DEVICES SHOWN ON PLANS SHAU NOT B£ MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEER/NG INSPECTOR,
,f. 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 £ROS/ON CONTROL MEASURES AS MAY BE
REQUIRED BY Tl-IE 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 PUBLJC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE /NCORPORA TED HEREON.
8. GRADED AREAS AROUND Tl-IE PROJECT PERIMETER MUST DRAIN AWAY FROM Tl-IE FACE OF
SLOPE AT Tl-IE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT Tl-IE END OF EACH
WORKING DAY WHEN 11-iE FIVE (5) DAY RAIN PROBAB/1.JTY FORECAST EXCEEDS FORTY
PERCENT (40%), SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
10. ALL GRAVEL. BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90,C COVERAGE) PRIOR TO NOVEMBER 15, TI-IE SLOPES SHALL BE
STABILJZED BY PUNCH STRAW INSTALLED IN ACCORDANCE Wl1H SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF n-lE D£PARTMENT OF CONSE:RVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPEC/FICA TIONS AND THE FOLLOWING:
A. HYDROSE£DING SHALL BE APPLIED TO:
1. ALL SLOPES 11-iAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STE£PER
'MIEN n-lEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLJC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST: a, NOT SCHEDULED FOR IMPRO\IEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF kOUGH GRADING,
b, IDENTIFIED BY 11-iE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLJC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY Tl-IE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITER'A:
C.
D.
E.
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND 11-iAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,C COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,C
CO\lfRAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY Tl-IE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO n-lE CITY ENGINEER. n-lE
PROPOSAL SHAU BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. IRRIGATION SHALL MAINTAIN THE MOISnJRE LEVEL OF Tl-IE SOIL AT THE
OPTIMUM LEVEL FOR TI-IE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEED/NG MIX SHALL CONS/ST 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
,, J /1,:,, PER ACRf: Of f: SCHOOi. CIA CALJFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
s. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 112 lb. PER ACRE OF DIMORPHOl.ECA
g. l'rEMS c,d,e, AND f OF n-llS SUBSECTION MAY BE OMITTED ON
LOCATIONS 'M-IERE 11-iE AREA BEING HYDROSEEDED /S NOT VISIBLE FROM
EITHER A PUBLJC STREET OR RESIDENTIAL STRUCnJRES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROOCN
FIXING BACTERIA AND APPLIED DRY E!THER BY DRIWNG OR
BROADCASTING BEFORE HYDROSEED/NG.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS Wl1H THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULnJRE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC 'NETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT n-lE DISCRETION OF n-lE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT TI-IE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SU8STI7U1ED, ALL OR PART, FOR
HYDRAULICALLY APPL/Eb FIBER MATERIAL 'MIEN S1RAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50,r OF
THE STRAW INTO THE SOIL
J. FERTILJZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15,t SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1, ROUGHENING TH£ SURFACE TO 8E PLAN1ED 8Y ANY OR A COMB/NATION OF:
a. TRACK WALKING' SLOPES STEEPER THAN 6: I b. HARROWING AREAS 6:1 OR FLATTER 11-iAT ARE SUFFICIENTI.Y FR/AB/L
c. RIPPING AREAS n-lAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING 8Y: a. ADJUSTING 11-iE SURFACE SOIL MOIS7URE TO PROVIDE A DAMP BUT NOT
SA 7URA TED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUS1MENT. LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTl-i.
HYDROSEEDED AREAS SHALL 8E MAINTAINED TO PROVIDE A VIGOROUS GROWTl-i UNTIL
THE PROJECT IS PERMANENTI. Y LANDSCAPED OR, FOR AREAS 'M-IERE HYDROSEED/NG JS
THE PERMANENT LANDSCAPING, UNTIL 11-iE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
G3-SMl1H.0WC 4 17 04
5Q'MfN.
PUBUC RICH T-
OF-WA Y
a• MIN.
E)(JSTJNG GROUND
l
l•fM/N.
T
PROFILf:
PROVIDE APPROPRIA 1F TRANSITION
B£rn£EN STABILJZED CONS7TIUCTION
EN7TIANCE AND PUBUC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
Fl.OW __ _,.,..,
EMBEDDING DETAIL
4• \£RTICAL FACE
llfi?E OR NYLON
BOUND BALES
PLACED ON THE
CONTOUR
2 RE-BARS.S7rn. PICKETS,OR
2"X 2• STAKES I 1/T TO
TIN GROUND
ANCHORING DETAIL
" DRAINAGE AREA LESS THAN I ACRE
STRAW BALE DIKE
1, SET POSTS AND EXCAVA7£ A
4 BY 4 IN (10 BY 10 CMJ
7TIENCH UPSLOPE FROM AND
ALONG THE LJNE OF POSTS.
-----•
J. ATTACH THE F1L7ER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
l1 I I I 11
~M'..
~r
'i!.ll,i'•"
2. STAPt.E WIRE FDIC/NG TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCA VA 7ED SOIL
SILT FENCE
2 FT
UNLINED SWALE & BERM
GRA \,fl. FH.. TER
RUNOff
WATER WITH
SEDIMENT
SEDIMENT
WIRE' SCREEN
FILTERED WA JF:R
DROP INLET
WITH GRATE
'---CONCRETE: BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
WITH GRA7£
S1RAW BALES STAKED WITH nit)
STAKES PER BALE
COMPACTED SOIL
TO PREvENT PIPING
2xo smur(s)
RUNOFF WA 7ER 111TH SEDIMENT
END AND SIDE
01£RLAP AT
CORNERS
HAY BALE SILT BARRIER
GRA\,fl. BAGS OVERLAP ONTO CURB
RUNOff
STAKED
smAW BALE
2X6 S7TIUT(S)
•
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TliREE LA '/£RS OF GRA \,fl. BAGS
WITH ENDS O\£RLAPPED
GRAVEL BAGS
---
Fl.OW
LOG CHECK DAM
A
POINTS A SHOULD BE HIGHER THAN POINT 8
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
1
COARSE AGGREGRA7£
,ww ~.M),, o,J
o l
(B)
L=DISTANCE SUCH TliA T POINTS
A AND 8 ARE: OF EQUAL £1..EVATION
GRAVEL CHECK DAM
LEGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE &: BERM
D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE Sll.T BARRIER
LIMITS OF CLEARING &: GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DA}.(
HAY BALE CHECK DAM
GRAVEL CHECK D.A1i
RIPRAP
QUANTITY SYMBOL
600 SF
-----
BS LF
10 E:A
~/ ~/ ~/ ~/
cau:rrbrro
--... 1-... ►I
'AS BUILT'
Qa.s;D -z. .:z 5:•0"\
EXP, E:,,'?,O·tOO'\ DATE
I SH;ET I CITY OF CARIBBN) 1----1----1----------------1---+---l~--1--~ ENGINEERING DEPAR1MENT ISH~I
1---1----1---------------1---+----il----t---i EROSIOlf CONTROL PLANS FOB:
SM/711 RESIDENCE
DATE N1lAL
ENGINEER r, WORK REVISION DESCRIP110N
DA 'II 11/JilAL DAlE INITIAL
0litl APl'ROVAL CITY APPROVAL
, --,-~-1 PRO.ECT NO. DRAWING NO. = I~ j(i PD 04-02 417-BA
CENTERUNE -
~
(I -
•
1111
~ ; -
0 ~ .a ~
~
~ co ~ 0
:;c
Ct-S .. 111,,llWQ: </17/0♦
CYNTHIA LANE ---N 89'J6'JO"W (N 89'50'-IB"E)
0
CURB / J
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r, "
J~
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" 0
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J ' "" V PORCH ' Ju
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CRAWL
SLAB
BAS£M£NT
PORCH
11 II 11 II
I'll ~
5
N 89'41'54"W (N 89'45'2:l"E) 60.81'
0
X
,_ ,_
EROSION CO~J TROL PLAN _________ , ______ _
SCALE: 1"=10'
.,__
~
r.
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~ .s
l8 0
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co ;r-
~ 0
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'
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'
£ROS/ON CONTROL NOT£S
CD @ GRA .a BAGS P£R DUAU.. SHEET J.
' 2 -SILT FENCE PER DETAIL. SHEET J. @ --STABILIZED CON$TRUC710N ENTRANCE P£R DETAJL. SHEET J.
r.'\ USE MATERIALS AND CONSTRUC710N SUITABLE FOR CONCRETE DRl\£WA Y SUBGRADE'..
,;,. \V -GRA >fl BAG~ AS ABOVE:, SURROUNDING DRAJNA~ OU71..£T BOX (TYP OF 2)
\V GRA >fl BAGS; AS ABOVE; SURROUNDING CATCH BASIN (TYP OF 4) @-FRONT PROKRTY LJNE, SEE CONTROi. ON SHEET 2. 0--OCARINGS IN PARENTHESIS REFERENCED FROM PARCEL MAP 16562 (NOT CONFORMING TO NADBJ).
-.. '
'
'
t
REVf~ED JY• l1 J L}1th!ld f:p;,,,,,, 1./1!,/,J 9
INSPECTOR , DATE
I. SH~T I CITY OF CARLSBAD I SHE:TS I ~===~~===t:::::::::::::::::::::::::t:::1:::~====t==~ ENGINEERING DEPART_m;NT
1---+---1--------------+--+---f--l---l EROSION CONTROL PLANS FOR:
SM/7H RESIDENCE
1375 CYN1HJA LANE, CARLSBAD, CA
1---+---1--------------+--+---f--l---l 2,01/F,,JJ_ BY U.~ B, HUBB,&°/," 1 S-.Oe,/4-/
1---+---1-..--------------1---1----f--l---l CITY ENGIN~PE 238696EXP. 12 31/05 ' .dATE
DAll INlllAL .&L------------.l-,-DA--ll,,_.i.,.,IN=ITIAL-,,--1...,D,.,.A'Tl=-""1--NJ'DAI,~ ]WR .... ---1 I PROJECT NO. I DRAWING NO.
EN<HER., WORK REVISION DESCRIPTION 1-0-='11£11=-APPRO...i..;:.:::.::v,..=--1-'::.:CITY.:,:_AP.a..;PRO'l=,.._=-l m 1~--1 _ Po 04-02 _ 411-aA
I
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9. ,I::.
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