HomeMy WebLinkAboutDWG 411-8A; CDP 02-45; OCHELTREE RESIDENCE; 01-05GRADING NOTES
(IN AOOITION TO THE: RE:OU!RE:ME:NTS OF CHAPTE:R 1105 OF THE:
CARLSBAD MUNICIPAL CODE:.)
1. THIS PLAN SUPE:RSED£S ALL OTHER PLANS PREVIOUSLY APPROVED BY THE: CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET or PLANS.
2. APPROVAL OF THIS PLAN DO£S NOT LE:SSl:N OR WAl\if ANY PORTION OF THE:
CARLSBAD MUNICIPAL CODE:, RE:SOLUTION OF CONDITIONAL APPROVAi., CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HE:REON AS THE:Y MAY
PE:RTAIN TO THIS PROJECT. TH£ £NG/NEER IN RE:SPONSIBLE: CHARGE: SHALL
RE:VIS[ THESE: Pl.ANS WHEN NON-CONFORMANCE: IS DISCOVE:RED.
J. CITY APPROVAL OF PLANS DOES NOT REL/E\if THI: OE\IELOPER OR ENGINECR-or-
WORK FROM RESPONSIBILITY FOR THI: CORRl:CTION OF ERRORS ANO OMISSIONS
OISCOVE:RED DURING CONSTRUCTION. ALL PLAN R[WSIONS S//AlL BE: PROMPTLY
SUBMITTED TO TH£ CITY ENGIN[[R FOR APPROVAL.
4. A RIGHT-OF-WAY P[RMIT FROM THE: CITY ENGINEER WILL BE: R£0U/RED FOR ANY
WORK IN TH£ PUBLIC RIGHT or WAY. PRIOR TO PERMIT ISSUANCE:, A
CERT/FICA TE: OF INSURANCE MUST BE: FILED NAMING TH[ CITY or CARLSBAD AS
AN ADDITIONAL INSURED ON TH£ P/;RMITTE:E:'5 POLICY IN THE MINIMUM AMOUNT
OF ,,.000,000.00 FOR [ACH OCCURRENCE: or LIABILITY, THE: INSURANCE:
COMPANY WRITING TH£ POLICY MUST HA \if A RA TING OF A ANO A Sil{
CA TE:GORY OF CLASS V AS ESTABUSHfO BY "BESTS" KEY RA TING GLJID&,
5. UNL£5S £Xl::MPTFO BY Sl::CTION 301.(b)S OF TH( UNIFORM BUILDING COO£,
RfTAINING WALLS OUTSIDE: OF PUBLIC RIGHT OF WAY REQUIRE: S[PARA T£
P[R.\11 TS FROM THE 8UILDING D£PARTM/;N T.
6. NO WORK SHALL BE: COMM[NCED UNTIL ALL PERMITS HA VE: BEEN OBTAINED FROM
THE: CITY ANO OTHER APPROPR!A TE: AGENCl£S.
7. APPROVAL OF THESE PLANS BY THf Cl1'Y F:NGINF:ER 00£S NOT AUTHORIZF: ANY
WORK OR GRADING TO BE: PERFORME:O UNTIL THF: PROPERTY OWNER'S PERMISSION
HAS B££N OBTAINED AND A VALID GRADING P£RM!T HAS BEl:N ISSUE:O.
8. NO RF:W$10NS WILL BE MADE: TO TH£SE: PLANS WITHOUT TH( WRITTE:N APPROVAL
OF THF: CITY ENGINEF:R, NOTED WITHIN THI: R£VISION BLOCK, ON TH[
APPROPRIA TF: SH[E:T OF Tl-IE PLANS ANO THE: 1!TLE: SHE:E:T.
9. ORIGINAL DRAWINGS SHALL BE:COME: THE PROPERTY OF THE: CITY UPON BEING
SIGNED BY TH/:: CITY ENGIN/::[R.
10. THE: ORIGINAL DRAWING SHALL BE: RE:WS£0 TO REFLECT AS-BUILT CONDITIONS
BY TH/:: eNGINEE:R-OF'-WORK PRIOR TO FINAL ACCF:PTANCI: OF TH£ WORK BY THE:
CITY.
11. ACCESS FOR FIRE: ANO OTH[R £M£RG£NCY VE:HICLE:S SHALL BE: MAINTAINED TO
THE: PROJECT SITE: AT ALL TIMES DURING CONSTRUCTION.
12. WHERE: TR£NCHES ARE: lt?THIN CITY [AS£MEN/'S, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SH[f:T, (B) LABORATORY WORK SH[[TS ANO (C) COMPACTION
CUR\lfS, SHALL BE: SUBMITTE:D BY A PROFESSIONAL [NG/NtE:R OF TH[ STAT£ OF
CALIFORNIA, PR/NC/PALLY DOING BUSINE:SS IN THE: FIE:LO OF APPLIED SOILS
ME:CHANICS. THE SOILS R/;PORT MLL Bo SUBMITTE:D TO TH[ CITY ENGINE:oRING
INSPfCTOR 117THIN n1i0 WORKING DAYS O, n-lE COMPLi:TION OF Fl/10 TfSTS.
IJ. A SOILS COMPACTION R[PORT ANO COMPLIANCE: VE:RIFICA TION RoGARDING
ADH[RF:NCE TO R[COMMoNDATIONS OUTLINoD IN THE SOILS REPORT 15 RCOIJIREO
PRIOR TO THE: ISSUANCI: OF A 8/JILDING PE:RMIT, ALL CONTROLLoD GRADING
SHALL BE: DONE: UNDeR THE: DIRE:CTION OF A PROF[SSIONAL [NG!NoER OF T//E:
STA TE OF CALIFORNIA PR/NC/PALLY DOING 8USIN[SS IN THf FlrLD or APPLIED
SOILS ME:CHANICS. ALL FILL OR FUTURE: FILL ARE:AS $HALL BE: CONSTRUCTCD IN
ACCORDANCE: WITH THE CITY OF CARLSBAD STANDARD SPE:CIFICAT!ONS ANO THE:
• E:ARTHWORK SPE:CIFICATIONS ' ATTACHED TO THE: PRELIMINARY SOILS
IN\1:STIGATION. DAILY fl[LO COMPACTION RoPORTS WILL BE: SUBMITTE:D TO THE:
PROJECT INSPECTOR.
14. A PRCCQNSTRLJCTIQN MITT/NG :it/ALL BE trf;LD · AT THE SITE: PRIOR TO TH(
/l£GINN/NO OF' WORK AND !/HAlL BE ATTENDED BY All RE:PRESENTATl\lfS
RESPONSl/3LE: rot? CONSTRUCTION, /NSPE:CTION. SUP£RVISION, TESTING AND ALL QtRtR ASPECTS or THE: WORK THt CONTRACTOR SHALL SCHEOULt THt M£[71NG
THROUGH THE P£RM!T CLoRK(760-602-2740) AT LEAST FIVF.(5) 1¥0RKING
DAYS PRIOR 70 STARTING CONSTRUCTION. APPROV£D DRAWINGS MUST 8£
AVAILABLE: PRIOR TD SCHoDULING. THE GRADING P[RMIT IWLL BE PROV!Df.O BY
THE: PROJE:CT INSP[CTOR AT TH[ MEETING.
15. All JNspfCDQN R(QIJfSTS QTHFR THAN FOR PRITONS1RUCTION MITT/NG Will fil'.
MAM RY CAIi !Nil Tl/f rNG/NEERINO 24-f/Ql!R lNSPECTIQN RCCJLJEST llNE AT
(ZPQI 4JB-3891.INS1'£CTIO!i RfQUfSTS MUST BE: RfCEl\fD l?/IIOR TO 2: 00 AMk
ON THE: OAY BEFORE: THE: INSPECTION IS NEmEO. INS?E:CTIONS WILL BE MADe
Tl-IE N£XT OORK DAY UNLESS YOU REQUEST OTHfR'w1S£. REQUESTS MADE· AFTE:R
2: DO P.M. 117LL BE: SCH.OULED FOR TWO FULL WORK DAYS LA Tfff.
75. THE: OWNE:R ANO/OR APPLICANT THROUGH TH[ /JE:\IElOPCR AND/OR CONTRACTOR
SHALL 0£$/GN, CONSTRUCT ANO MAINTAIN ALL SAF[TY OEVIC[S, INCLUDING
SHORING, AND SHALL BE: SOLE:L Y RE:SPONSIBLI: FOR CONFORMING TO ALL LOCAL,
STA TE: ANO F£DE:RAL SAFETY AND HE:ALTH STANDARDS, LAWS ANO ReGULATIONS.
17. THE: CONTRACTOR SHALL CONFORM TO LABOR COOf: SoCTION 6705 BY SUBMITTING
A OE'TAIL PLAN TO THE: CITY £NGJNE:£R AND/OR CONCE:RNE:0 AGoNCY SHOWING
THE DESIGN OF SHORING, BRACING SI.OPING OR OTHCR PROVISIONS TO 8£ MADF:
OF' WORKER PROTECTION FROM THE HAZARD OF' CA WNG GROUND OUR/NG THE:
£XCAVA TION OF' SUCH TRENCH OR TRoNCHES OR DURING THI!: PIPf: INSTALLATION
THEREIN. THIS PLAN MUST Be PRoPARF:D FOR ALL TRENCHES FIVI: FEET (5') OR
MORE: IN Df:PTH AND APPR0\£0 BY THI:: CITY f:NGINE:E:R AND/OR CONCE:RNF:D
AGENCY PRIOR ro £XCAVA noN. IF THf Pl AN" VAR/ES FROM THE' SHORING SYST[M
STANDARDS ESTABLISH£D BY THE: CONSTRU TION SAFETY ORD[R Tlf[E: IJ
A II I TR ~~~~p A A PR R-Y A
R ,;,g.--~:!Y'-~~ A COPY O TH£ OSHA f{fj ~ H8[ PERM/ r MUST BE: SUBMITTED TO TH(! INSP[CTOR PRIOR TO
18. NO BLASTING SHALL 8£ P[RFORMfD UN1!L A VALID BLASTING P':'IMIT HAS E/ooN
OBTAINoD FROM THE: CITY OF CARLSBAD. SUBIT APPUCA TION FOR BLASTING
PERMIT l\fLL IN ADVANCE: OF THE: SCHE:OULING OF BLASTING OPl:RATIONS.
19. If ANY ARCHAE OGICAL RESOURCE:S ARE' DISCO R/::0 WITHIN ANY WORK ARf:A
DURIN CONSTRUC ION, OPE' A TIONS WILL CEAS[ IMMfDIA c LY. ANO THE
P£RMITTf:E I\ILL NOTIFY TH£ CITY ENGINEE:R. OPl:RA noNS IIILL NOT RfSTART
UNnL THE: PoRMITT[E: HAS RfCE:1\lfD IYRITT[N AUTHORITY FROM THE: CITY
£NG/NEER TO DO SO.
20. ALL OPCRATIONS CONDUCTED ON THE SITE: OR ADJAC£NT THERETO, INCLUDING
WARMING UP, RE:PAIR, ARRIVAL. D[PARTURE: OR OPERATION OF TRUCKS,
[ARTHMOWNG £QU/PMfNT, CONSTRUCTION [OUIPM£NT AND ANY OTH[R ASSOCIATED
GRADING £0UIPM£NT SHALL BE: LIMITf:D 70 TH£ PERIOD 8/;Tl\l:EN 7: 00 A.M. AND
SUNSET E:ACH DAY, MONDAY THRU FRIDAY ANO NO [ARTHMOWNG OR GRADING
OPERATIONS SHALL 8E CONDUCTED ON WfE:KoNDS OR HOLIDAYS. (A UST OF CITY
HO!.IDAYS IS AVAILABLE' AT THE: fNG/NfoRI/IG DEPARTMENT COUNTE:R.)
21. ALL OFF-S/1[ HAUL ROU1ES SHALL Bf SU8MITTfO BY THf CONTRACTOR TO THE'
CITY [NGJN£[R FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK,
22. IMPORT MAT£RIAL SHALL BE OBTAINED FROM, AND WAST£ MA TfRIAL SHALL Bo
DEPOSITf:D AT, A SITE: APPRO\lfD 8Y THE: CITY oNGIN[ER. THE CONTl?AQTOR
SHALL BE' RfSPONSIBll" FOR ANY DfBRIS OR DAMAGE' OCCURRING ALOt,IG THF HAUL
ROUTES OR AOJACfNt STREfTS AS A RESULT OF THE GRADING OPERATIOl'l,
2J. BRUSH SHALL 81: REMOVF.D ONLY Wln-1/N THE ARE:A TO B[ GRADED, NO TREES /IRE:
TO 8£ R[MOVoD UNLESS SPoCIFICALLY NOTED ON TH£ PLAN.
24. ALL ARE:AS SHALL BE: GRADE:D TO DRAIN. GRAOING RESULTING IN THE PONDING OF
WATE:R IS NOT P£RIJIT1F:(J. ALL t:ARTH[N SWAL[S AND DITCHES SHALL HAVo A
MINIMUM ONE: PeRC£N T SL OPE.
25. THE:SE: PLANS ARE: SUBJ£CT TO A SIGNED ANO APPROVE:D SfT OF EROSION
CONTROL PLANS. /;ROSION CONTROL SHALL 8£ AS SHOWN ANO AS APPROVE:D BY
THI: CITY E:NGINEE:R OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL Be TRIMM[O TO A FINISH GRADE: TO PRODUCE: A UNIFORM
SURF AC/: AND CROSS SCCTION. THE: SI TE: SHALL BE: LCFT IN A NE:AT ANO
ORDERLY CONDITION. ALL STONES, ROOTS OR OTH[R DEBRIS SHALL BC RfMOVfO
ANO DISPOSfD OF AT A SITE APPROVf:D OF BY THE: CITY E:NGINEER.
27, ALL SLOPoS SHALL 8[ IRRIGATED, STABll/ZE:O, PLANT£D ANO/OR HYOROSE:EDE:O
117THIN TE:N (JO) DAYS Of TH£ TIM£: WHfN EACH SLOPE: JS BROUGHT TO GRAD[
AS SHOWN ON THE: APPROVf:D GRADING PLANS.
30. STORM DRAIN PIPE Si'/ALL Bo R£:INFORCED CONCRE:T£ PJPE 117TH A MINIMUM
D-LOAD OF 1,350. FOR PRIVA1'f STORM DRAIN PIPoS, UP TO 15' PVC MAY BE
UTILIZCO PROVIDoO DE:PTH IS LfSS THAN 15 FE[T I.NO BACKFILLED WITH J/4"
ROCK PE:R SDRSO S-4 TYPE "C" /IND PIPE: MEETS I.STM STANDARD JOJ4 FOR
SOR J5 SOLID WALL PIP£. . .
JI. WHERE: AN E:XISTING PIPE LINE: IS ro BE: ABANDONoD AS A RESULT OF THE
GRADING OPERATION, IT SHALL 8£ REMO\lfD 117THIN TWENTY FfET OF 8/J/LDING
OR STRffT ARE:AS AND REPLACED WITH PROPERLY COMPACT[O SOILS. IN OTHeR
ARfAS TH[ PIP£ WILL BE: PLUGCfD WITH CONCRETE OR REMO\lfO AS APPROVF.D BY
THo Cl TY CNGIN[oR.
32. nl[ CONfRACTOR SHALL \lfRIFY TH[ LOCATION Of ALL E:XISTING FACILIT!E:$
(liBOVo GROUND AND UNDER GROUND) WITHIN TH[ PROJECT SIT£ SUff!CleNTLY
AHEAD O.C GRADING TO P[RMIT TH[ RE:VISION OF' THE: GRAOING PLANS IF IT IS
FOUND THAT THF: ACTUAL LOCATIONS ARE IN CONFLICT WITH TH[. PROPOSED
WORK.
JJ. THo CONTRACTOR SHALL NOTIFY AFITCTfO UTILITY COMPAN/£5 (Sf/: BE:LOW) AT
L[AST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING N£AR TH[IR
FACIL/71/;S AND SHALL COORDINATE TH[ WORK W/1H A COMPANY foPR£SENTA1!VE.
UNDE:RGROUND S£RV!Co AL/;RT (800) 422-4133
SOG&E: (760) 438-6200 -
S&C (7601 489-.3441
I.DCLP!liA CA!JL£VISION (760) 438-5241
CITY OF CARLSBAO(S,R££TS & STORM DRAIN) (760) 602-2780
•c1TY OF CARLS/JAO(S[WCR,WATER &: R[CLAIMEO l'/ATCR) . (760) 438-2722
"SAN DIEGU/TO WAT£R DISTRICT (760) 753-1145
•LctiCAOIA COUNTY WA '/'CR DISTRICT (760} 753-0155
•vAU.fCITOS WA1ER DISTRICT (760) 744-0460
•ouvENHA/N WATER DISTRICT (760) 75J-·6466
•auCNA SANITATION DISTRICT (760) 565-5,57
•AS APPROPRIATE
34. PE:RMIT COMPL14JC£ RoOUIR[M[NTS:
A. POR CON/TIO : RADIN -T/-IE: APPLICANT HIRES A CIVIL CNGINoER,
SOILS ENGIN[f:R, AND OR GE:O!.OGIST TO GIVE: T£CHNICAL ADVIC1',
08S£RVE: ANO CONTROL TH[ WORK IN PROGR[SS fl1.06.17c{B)/
CARLS!IAO MUNICIPAL CODE:.
B. PR/OIi TO FINAL APPROVAL Of A GRADING PERMIT-THo FOLLOWING
RCPOR TS MUST BC S/JOMI TTE'D TO THE: Cl TY £NGINffR VIA TH[
PROJE:CT INSP£CTOR {11.06.190(8)/ CARLSBAD MUNICIPAL CODE::
(1) FINAL RE:PORT BY SUPERVISING GRADING CNGINEER STA nNG ALL
GRADING IS COMPLE:TE:. ALL EROSION CONTROL, SLOP£ PLANTING
AND IRRIGATION ARE: INSTALLfD IN CONFORMANCE fl1TH CITY
COD[ ANO THE: APPRO\,fD PLANS (OBTAIN SAMPLE: OF COMPLIANCI::
L£TT/;R fROM CITY eNGINE:£RING D£PARTMfNT),
(2) AS-BUILT GRADING PLAN,
(J) REPORT FRO.\/ . THE: SOILS CNGINffR, WHICH INCL/JDE:S
RfCOMMEND[O SOIL B[ARING CAPAC/TICS, A STAT£Mi:NT AS TO
TH£ E:XPANSIVI!: QUALITY OF TH£: SOIL; ANO SUMMARIES -OF
f-1l1D AND LABORATORY TE:STS. THE: R£PORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS oNGINEE:F? THAT. THE
GRADING WAS DON£ IN ACCOROANC[ WITH T/10 REOUIR£M[NTS AND
R[COMMCNDA TIONS OUTLINED IN Tf!E: PR8..IMINARY SOILS RE:PORT
AND ANY SUPPLfMENTS THE:R[TO.
(4) R£PORT WITH AS-ii/JILT 0/:0LOGIC PLAN, IF RE:OUIR£0 BY THE:
CITY.
. 35. UNLESS A GRADING PERMIT FOR Tt!IS PROJt::CT IS ISSUE:D WITHIN ON£ (1)
Y[AR Af!ER TH£ CITY ENGINEJ:R'S APPROVAi.. THESE: PLANS MAY Bf REQUIRED
TO BE: RESUDMITT£D FOi? PLANCH':CK. P.JJ,NCH[CK FEES WILL BE: R[QU/R[D FOR
ANY SUCH R£CH£CK. ..,..._,..-
38. THC SOILS REPORT TITLCO "Gi::OT£CHNICAL INVEST/GA TION SINGLE: FAMILY
R£51Do~!Co" P[RPAR£0 &Y V/NJE MID.OL/UON fNGINF.£RING INC., DATE:0
MARCH .5, 200.3 Sl·I/\L/_ BC CONSIDCRCD AS A PART OF THIS
GRADING PLAN. ALL GRADING S/-/ALL BE DONE IN t\CCORJANCI: WITH, Tt!E:
RCCOMMCNOATIONS ANO SPECIFICATIONS CONrAIN£D IN SAIO SOILS RfPORT,
SOURCE o•• TOPOGRAPH"(
TOPOGRAPHY SHOWN ON THESE: PLANS WAS GoNCRA TEO BY
SUR\lf.'Y MfTHODS f"ROM INFORMATION GA THtRfD ON JUN£ 1, 2002,
BY PAUL C. OCHELTREE', t\llCHiTE:CT UC.NS!!: #C 1,744 E'XP 6/0S
TOFOGRAP/IY SHOWN H£RE:ON CONF'ORMS TO NATIONAL MAP
ACCURACY STANDARDS. .
PROJECT LOCATION
THIS PROJ[CT IS LOCA TEO WITHIN ASSCSSORS PARC[L NUMBfR(S)
A.P.N. 207-022-10
THo CALIFORNIA COORDINA T£ INDfX OF fH/S PROJECT IS:
N 20006313.626 E: 6230744, 728
BENCH MARK
D£SCRIPTION: SPIKE: IN ANCHOR POLE:
LOCATION: S.E:. CORN£R HILLSIDE: DR. Jc /-/OOV£R ST.
RE:CORDeD: CJrY OF CARLSBAD
ELC:VA TION: 166.397 DATUM: U.S.C. & G.S.
"DECLARATION OF RESPONSIBLE CHARGE"
I, PAUL C. OCHE:L TREE: A R[GISTf:RED ARCHITECT
HEREBY Of'CLARE: THAT I AM THI: ARCHIT£CT OF WORK FOR THIS PROJECT, THAT I
HA \if E:Xf:RCIS£0 RESPONSIBLE CHARGE OVE:R THE: DE:SIGN OF THE: PROJfCT AS D[FINED
IN SE:CTION 670J OF THE: BUSINESS AND PROFE:SSIONS COOo, AND THAT THE DESIGN IS
CONS/STANT WITH CURR£NT STANDARDS.
J UNDE:RSTAND THAT THli: CHoCK OF PROJECT DRAWINGS ANO SPECIF/CATIONS BY THE:
CITY OF CARLSBAD 00£5 NOT REUE:VE: ME:, AS ARCHITE:CT OF OORK, OF MY
RESPONSIBILI T/oS FOR PROJECT DESIGN. .
FIRM: OCHfL TR£E: ARCHITECTURE:
ADOFIE:SS: 200 MARINI: VIEW A VE
CITY, STATE:: DE:L MAR, CA 92014
Bra;,B)_ ~?5-441, {~~s __ F.A=_x ____ _ , ::pt__-___ ~ DAI!: 1//5/4~
PAUL • CCHEL TREo
R.C.A. NO.: C 12,744 .
R[G/STRA 1!0N EXP/RATION DAT£: 6-0S
SOILS ENGINEER'S CERTIFICATE
I, S.t1e)-dt' =::;. S>m:r,.t A RE:GISTeRED CIVIL
C:NGIN££R OF THE: STA.TE: OF CALIFORNIA, PR/NC/PALLY DOING BUSINE:SS
IN THE: F//;LD OF IIPPL/eD SOILS MEC/-/ANICS, HeReBY Ce,,TIFY THAT A
SAMPLING AND s·ruoY OF THE: SOIL CONDITIONS PRE:\IALE:NT WITHIN THIS
SITE WAS MADI: BY ME: OR UNDER MY DIRCCTION ON MARCH 5, 200J.
COPIES OF' THE: SOILS REPORT COMPILED FROM THIS STUDY, WITH
RECOMMENDATIONS, HAS BEE:N SUBMITTED TO THE: OFFICE . THE .
ENG/Nfcl'?.
. DATE:: \} • '3. 0-3 ,,..
UCE:NSE: EXPIRATION DATE:; /2·-, '3['..,,o,
OWNER'S CERTIF[CA1'E
I (Wt) HC:REBY C£RTIF'Y THAT A REGISTERED SOILS ENGINEeR . OR
GoOLOOIST HAS /3ECN OR WILL R£TAINC:D TO Sl/PCRVISC: OV£R·-ALL
GRADING ACTIVITY A/1/D .ARD. 0 MPACTIO/JL AND STABILITY OF
T/-11S $/Tc, .
12/4:,,
PAU C. OCHCL TRE DA TE:
VICINITY MAP
CITY OF OCEI\NSIOE
HIGHWAV 711
I •
CP'l'Y OF VISTA
PROJECT SITE ____,
PACIFIC
OCEAN
CITY-Of' ENCINITAS
r
EARTHWORK QUANTITIES
CUT; 242 CY
FILL: 244 CY
IMPORT: 2 CY
EXPORT: 0 CY
REMEDIAL: 320 CY
WORK TO BE DONE
THE: GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
RCME:OIAL GRADING, DRAINAGE FACILITIES. EROSION CONTROL FACILITIES, ANO
PLANTING Of Pf/lMANE:NT LANDSCAPING AND PF/f:PARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GE:OLOGIC MAPS AND REPORTS. ALL AS SHOWN OR R£0UIRE:0 ON THIS SfT
OF PLANS ANO THE: CITY STANDARDS, SPE:CIFICATIONS, RE:OU!RE:Ml!:NTS. RESOLUTIONS
ANO ORDINANCES Cl TrD ON THE:S£ PLANS. . .
TH[ GRADING WORK SHALL BE: PoRrORMED IN ACCORDANCE: fi!TH TH{: FOLLOWING
DOCUMl;N1S, CURRENT AT THE: TIME OF CONSTRUCTION, AS DIRECTE:O BY THE CITY /;NGiNE:E:R. . .
1. CARLS8AO M/JNICIPAL COD£
2. CITY OP CARLSBAD STANDARDS
J, THIS SET OF PLANS
4. RE:SOLUTION NO. 5421 DAT£0 6/4/0J
5. TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GRE:f:N
BOOK), .
6. SOILS Rt-PORT ANO RECOMMENDA 1!0NS BY VI/JJE: MIODLE:TON oNGINE:ERING INC.
DAT[[) MARCH 5, 2DOJ
7. THE: $AN DIEGO RCGIONAL Sf ANDA RD DRAWINGS AND AS MAY 8£ MOOIF/ED BY
. TH[ CITY or CARLSBAD STANDARDS. .
8. COASTAL 0£VE:LOPME:NT PCRMIT CONO/TIONS ·
DA TED 8/4/0J
9. [NVIRONMf:NTAL APPROVAL OOCUM/;NTS DATED 5/4/03
LEGEND
DESCRIPTION SYMBOL QUANTITY
UTILITIES, CATV, TELC□, ELEC. GAS @I
APPROXIMATE l'UINT □r CONllECTION CP.□.C.>
\/ATER APPROXIMATE P.o.c. . cg .,
SEWER APPROXIMA'fE P.□.c. III .
SLOPE !>-I
TREE 0
f!RE HYDRANT (l
UTILITY POLE. -9-
FIN FlR SLAB ON GRA!JE
(4• C□NC. \o//MJ•s )(,' a.c. CACH WAY>
PCC DRIVE\IAY . ,s.s· CONC. W/HJ'S 19' o.c. EACH WAY>
Nt\l DUILDING
TREE RCl-t□VED
PROPOSED ASPHALTIC PAVING <J' ASPHAL r ON 6' CLASS II AGGREGATE)
EXISTING BUILDING
' . PROPOSED 11ETAINI,NG \/ALL
fllllSH GRADE
EXISTING GRADE
PROPERTY L (I'll:
BUILDmG SETBACK
EASEMENT
' EXISTING WATER 11AIN'
NEIi ',/ATER HAIN
. i
N[',/ IRRIGATION SfRVICE
EXIST ING S[',/ER t!AIN
PROPOSED/EXIST!~ SEWER LATkRAL
EXISTING GAS MAI'!'
PROPOSED GAS LINE
PROPOSED SDR35 qR SCH£ Q40
DRAIN PIPE. SEE f>LAN raR SIZE:,
DRAINAGE SII.-LE VITH ZX SLOP[ U.N.□.
SIL TAT ION BARRIE!t rENC1NG
SILTATION BARRIE* GRAVEL BAGS
PROPOSED 6' CURB SDRSD GJ .
PROPOSED AREA DllAIN INLET
PROPOSED BROOKS BOK <SIZE PER PLAN>
PROPERTY LINE 0~ RIGHT Cf' \/AY
.EXISTING SE\/ER IIANH□LE
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TRENCH RESUl1rACjNG SDRSD ~sz4 TYPE A IZ/ZZ /.2
PLANNING DEPARTMENT APPROVAL
'ti/I ;,Q.o•t)Nt~M: 00,, QATE:'1 /1 ~/~3
MICHAEL J, 110!.ZIIIU.ER, l'UNNING DIRECTOR ,
IJuj,, . veil l'Y---QA",~ti9 l;:s fu ISIG/180) /I /C
1440 S(I rT
1430 SQ rT
467 so rr
I4J LF
5
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CITY o ARLSBAD w· t----t---1---------------l---+--1----1--+---I ENG!NEERINCi DEPARTMENT ·
--+-~+-----1--i-----l
--t----'-1---1---'--GRADING PLANS FOR: ..
t-----1---;-------------------l-----1------1--i------1 OCHEW'REB RESIDENCE
HIWIDl!I DRIVl!I
CARI.S8AD, CALIFORNIA
28. LANDSCAPING SHALL BE: ACCOMPLISHED ON ALL SLOPES AND PADS AS Ro0UIR£0
BY THE: CITY OF <:ARLSBAO LANDSCAPE: MANUAL. PLANS PREPARED BY: APPROVED LLOYD B. HUB~$ di:' . · ·
29. THE: OWNE:R/APPLICANT SHALL INSURE THAT ALL CONTRACTO~ SHALL COORDINATE: OCHELTREE ARCHITECTURE i-----1--1------------'----l---l---¾---++---I C*G~e:'zfss~ 12 _31 _0~ ?~~tl
THE: WORK OF' TtlfSE: GRADING PLANS 111TH THAT SHOWN ON THE: IMPROVf:MoNT 200 MARINE VIEW AVENUE i WN B
fh.':~t~1Mf"ift1§t£ii1s.THIS WORK IN ACCORDANCE: WITH TH£ LANDSCAPE DEL MAR, CA 92014 DATE :~ITIAL DATE. INITIAi. DATE l~ITIAL CH~ ;~ ~ PROJf:C~ NO. . DRAWIN() NO.
l ____ , .. ,•o ... -, .. ,,.CL•se•-1<,>111,o•, .. --"',111,1"',,""19'"',-111111 .......... _ ... _ .. __ .. _._ .. _ ... _ .. _ ... __ ... _ .. _ .. _· __ .. __ ..... __ ... _ ... _ .. _ .. __ .. _ ... _ .. _ ... __ .. _ .. _-----------""-""""'"""*"""'-""•Ml--□•--·"'---mu),illllll"""'""""''"'"''*'""'"""'"""'"'"""'"""_ .. ,..,, ... _____ .. _ ... : .. , .............................. _ • ..,...., .... ,.., • ....,_..,iJll•6ftllll~ ... ~ ... 58 .. ~i'IIW"'7~ ..... ~,::.:,:_(85:.;::, .. ~ .. 0 ... 7 .. ~: ... , .. f'a .. AX,.,.,_....,DIIIIAillJ: .. ~ .. 2 .. /m,111/1J103 ........ E .. N-,GI ... NE .. ElllR .. OF_W,..O'"'··· ... -.; ... -... -_-___ R_E_Vl-'-S-IO_N __ "'' D;.E.,..,_,.s;c;:-;,~;.P,;.T_1"'0-:_ .. '-:-_ ... ';._;._;.-_ .... -_,-_.,,.:,~ .. o=.T~;..,c: ..... R.= ... ~= .. p= .. R~O ... V= .. AL= ... +!.= .. :~..,'T:~:A::=~ .. iP=:~_L'"'~-L'."'~ ... =R_=~---=,_~.~B-=:__=. =.=_ ·:;·_~_==. =~=:='P=,.=._'1;;e;::~=.~=·•· .. ==4=.::::_·=:..='='.= .. =8=A=.::.I
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FUTURE GRADE AFTER r:= DRAIN PIPE IS EXTENDED RL
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PER SOUTH PROPERTY □'w'NER'S I
REGIUEST1 DRAIN PIPE FLANGE H~S EEEN PROVIDE Sa THAT PIPE MY
EE EXTENDED IN FUTURE ACR□S~
PROPERTY TD SOUTH, r□R THIS J.
REASON NO HEAD 'vlALL HAS ]E~N
INST AL LED ON END OF PIPE, 1
I
----------1 ----------
FUTURE: 18• DIA HDPE:
PIPE ArTER PIPE IS EXTEN ED
100'
99' ---------
98'
97'
96'
~ ------
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99'
9B'
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96'
95'
94'
'
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DRAINAGE COURSE
' ' ,' I I ,
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SITE SHD\JING DRAINAGE CDURS~
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GENERAL NOTES:
b~Atf ~~T~~~ t~~GfHfFR:EJ~~~~~~T~t~}soF
THE PROJECT SOIL~ REPORT. RETAINING 'wALL
DESIGN SHALL BE PROVIDED UNDER A SEPARATE
PERMIT BY □THERS1
2,) FOOTINGS L□CA:TED ON DR ADJACENT TD THE
TOP OF SLOPES SHOULD BE EXTENDED TD A
SUFFICIENT DEPTH! TD PROVIDE A MINJl-1UM HORI-
ZONTAL DISTANCE OF 7 FEET OF □NE-THIRD OF
THE SLOPE HEIGHT, 'wHJCHEVER JS GREATER
BET'wEEN THE BDT 1 □M OUTSIDE EDGE OF THE
FOOTING AND THE ,FACE OF SLOPE.
' 3,) THE STRUCTURI;: SHALL HAVE RAIN GUTTERS
'wHICH ARE TIGHT LINED INTO THE PROPOSED
PROJECT DRAINAGE; SYSTEM AS F □LLD\JS:
A,) THE EASTERLY ONE STORY ROOF GUTTERS
SHALL DRAIN INT □ THE T'w□ RETENSI□N BASINS
AT THE EAST SIDE OF THE D'wELLJNG.
B,) THE NORTH'wEST ROOF GUTTERS SHALL
DRAIN INT □ THE RETENSI □N BASIN AT THE
NORTH SIDE OF THE D'wELLJNG.
C.) THE SOUTH',JEST ROOF GUTTERS SHALL
DRAIN INTO THE AREA DRAIN AT THE SOUTH
SIDE OF THE D'wELLJNG,
4.) ALL RETAINING 'wALL, UTILITY LINE AND
OTHER FILL SHALL BE COMPACTED TD 95Y.
COMPACTION AT OPTIMUM MOISTURE PER THE
SDILS REPORT RECOMMENDATIONS.
5,) THE FINISHED GRADE SHALL SLOPE A'wAY
FROM THE STRUCTURE AT A 2% SLOPE FDR A
MINIMUM OF 5', ND PONDING DR POOLING OF
'wATER SHALL EXIST ON THE SITE AT THE
COMPLETION OF GRADING.
6.) FRENCH DRAINS SHALL NOT BE CONNECTED
TD THE AREA DRAIN NET'w□RK.
7,) THE PROJECT ARCHITECT /ENGINEER SHALL
SHALL BE NOTIFIED BY THE BUILDER TD PER-
FORM FIELD OBSERVATION OF THE DRAINAGE
SYSTEM PRI□R TD BACKFILLING,
GRAPHIC SCALE 1/10"=1'·0"
0 11a1-.-., I I I
O' 10' 20' 30' 40'
100'
fr;..,"' ,--.,-DR~-pjP[" El<TE~DEJI --99'
/ 'J'G ---_1-,_ r 98' ' FUTURE 111" DlA HD~J, P1PE AVTER PIPE IS ElCTE DEB-
DRAIN INLET
2½ MIN, SLOPE TD
DRAIN INLET --~,
BACKFILL S□IL COMPACTED
TD 90?. COMPACTION PER~--
S □ILS REPORT
DRAIN PIPE PER PLANS
2% 2%
TD OUTLET. -'-~+----+-~ YITH 114• /FT MM~IN~. ~r~A:'LL:_ ____
1
f _-_-_-_ !Jb -\==='
DRAIN BASIN ----
TYPICAL AREA DRAIN DETAIL
ND SCALE
' ,_-..(G -99'
98'
-
97' t \ <E> 18' DIA HDPE PIPE
96' <TYPE ESTlMATED)
95'
,..
...
' '
' i
' '
-
8'
DOVEL IN (4)· ~4 HOOKS (8'XC')
!CB□ IER5279 P1L
4' INTD EXISTING HEAD VALL SET
SIMPSON SETZe EPOXY GR□~T
I
~ MIN
' 8' T. X 30' H. X 32' W,
v-2000 PSI CONCRETE COLLARI .... SET AROUND NEIi PIPE !.
."· SECURED T □ <E> HEAD 'wALlJ,
' 6600 o O:
(N) 18' DIA HDPE PIPE j D□UELE \JALL CORRUGATED I S~□TH lNTERIDR \i/ALL
: .. c:a-l
I
I (E> SDRSD ([) SDRSD
n.-91 CLEANDUT D-34 HEAD\rlAL -
CONNECTION DETAIL, 18' DRAIN PIPE TD <E) HEAD VALL 'C'
RAISED
DRAIN INLET
DRAIN INLET 6'
ABOVE BOTTOM-~
OF BASIN
RETENSl□ N BASIN
SIDE DAMS
BACKFILL S □IL COMPACTED
T□ 9D½ COMPACTION PER
SOILS REPORT
DRAIN PIPE PER PLANS
',/ITH 1/4'/FT MIN. FALL
T□ OUTLET.
• CD -
TYPICAL RETENSIDN/INFIL TRATI □ N BASIN DETAIL
N□ SCALE
~U ARc
~N~/'C
:;7~11,(;, * .:,·. 2744 I' *
,/> RENEYAL DATE ~ '-'.v 6/07 ~ fNEV ---"'"', ~F I).~<;,~ SHEET 2 ◄ CA
t.:~ .. , --. -
" " "
97' ' _,/ PREPARED
,,
%' PLANS BY: F"t: CN} '---11 , Pl
I 95' ~!a.....-___. 94' '
a -p~ILT OCHELTREE ARCIIITECTURE AN TD4P□RAR'I' EASEI-IEWT HAS •_/ 1/15/07 BEtN REC~DED S:IJ THAT SIJUTH I 93' PRDP~TY DIJNCR MAY GRADE
SDRS '°" 93' D-9 CLEAIIIDUT (D SDRSD t:; »=34 HtA]IJAL[ I z.i=
PIPE PROFILE
200 MARINE VIEW AVE. DEL MAR, CA 92014 AND E)(lENII DRAIN PIPE TD SOUTH I 92' DATE SEE DETAJL ,_ (858) 755-4414 (858) 259-0703 FAX RSi/RA l'274A EXP. {.,,_ /n7 92' ----~'=EE~DE=TA=IL~•~••~---------
)8' DIAMETER bRAIN
1'=10' HORZ. 1'=5' VERT. OCHELTREE_ARCHITECTURE@MSN .COM REVI~ BY: ~
-~
. . . La ,•
INSf'ECTOR • .-'1-t," DAT
'\ [u CITY OF CARLSBAD I 5EETS I I\
\ ENGINEERING DEPARTMENT .
'\
I\ OCHELTREE RESIDENCE
\ HILLSIDE DRNE
' CARLSBAD, CA
/
APP~~LLOYD B. HUBBS:!JY
1/15/05 PCO AS BUILT DRAWING REVISIONS -R~'-"'E"l"T !w ""D. /';).-3,, -,., !)
8/1/04 PCO ~ ADD STORM PRIVATE STORM DRAIN l!c ACCESSORIES Cl1Y ENG ER PE23889 EXP 12/31/05 DATE
REVISE YARD DR,>JNS l!c STEM WALL DWM BY: PROJECT NO, DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:
18' DRAIN PIPE DETAIL 'B' CDP 02-45 411-SA REVISION DESCRIPTION RVWD BY: ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
98'
96'
94'
\
JE!fJlllLJl}lfN(GJ & ,§}!J['JE §JE<C'Jl'Jl{{})f:I
W!El&J!'l!CA!l, &CAJLIE: 11",,, S' (ll}JrJJ1fJJ$JlJE Jl!/l{J}JlY1Z({))N7!' AJL)
J!l!({))Jlll!E({))NJ!' AJL §<CAJLIE: 11" ,,, Jl.!$'
DATE INITIAL
ENGINEER OF WORK
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f\
I\
I\ .
f\
lJ ;u
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lJ
. l'l : ;u ..,
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----------i------+-96'
----,--------94'
PLANS PREPARED BY: 1
OCHELTREE ARCHITECTURE
)) AS BUILT "
1)~. l/1'5/07 200 MARINE VIEW AVE. DEL MAR, CA 92014
'lffii/RA 1'2. 744 EXP. (,,/01 DATE (858) 755-4414 (858) 259-0703 FAX . ,
OCHELTREE_ARCHITECTURE@MSN.COM
R~l/l fl~~-
lllSP!c.CTOR ~ A
crJ CITY OF CARLSBAD I 5EETS I .
ENGINEERING DEPARTMENT
OCHELTREE RESJDENCE
HILLSIDE DRIVE
CARLSBAD, CA
. APPROVED LLOYD B. HUBBS ,3 }'
-/4-,,6 --~ ~~J,4 c1rr ENGINEER ~rrns --·EXP ,213,;□s ~//~/..,3 . DM
DWM BY: . PROJECT NO. O,RAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ CDP 02-45 411-BA REVISION DESCRIPTION CITY APPROVAL R\IWD BY: . f, OTHER APPROVAL
'-----------------------------------------------------------------·-------------------~-----------------~-----------·-· -·---------i. .. --
I
\
;u I . I
P1
~I
( I
1'11
v, I
-l I
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t:J I
1'11
□I
111
rl HI ~,
"' I 81
111 I
126~ I
1241
-I
122~1 I
12W I
1!8 1
ll 61 I
I 114'-
1121~-
I
l l O' I
lu8'
W6 1
lo 11!□ J> z lJ z
AIJr "'l 111 )J □
Ir D ;u □ 11:J -I ( I . ~I. 1J -I
JI )JI 7J ;u '7J 117: I
-I I )J )J )J 111 H -I )J Ir □I~ IJI D -< r Ir
u1'11
' lJ -< I~ t:J 11 r • I Al l'1 ;o I ti -j ,_,
I l'1 t:J I -< ti. -j z. 1-1:-< f'l:
I t:J 111 I 0 ti( J> r I Al HH -j IS
I nJZ HZ GRAD SHALL SLOPE FROM l> I 111 0 f'l N[\{ ROP[RTY LINE (R.0.\/,l I ;j I z
I • AT 2 GRADE Tn'JARD STREET □1 I zl I I I I I I I I le3'TP I 12i:,5'EP l22,5'EP 122,6'(
✓
I
I
1l 1%
I lNG-SMH-t.
SJDE\/ALK ND CHANGE --L-I I I l
I
1
I
I .I • I
R.O. \J. SECTION C
SCALE• H □RZ. 1 '=10' VERT, 1 '=5'
lo Ir
J" JI Ir Ir
v1 I H I tJ
I 111
I t1
I~
I
I
I
I
I
I
(,J
D
C
'-j :r
l'1 )J
r
-<
1J : )J ·o
11
111 )J
-I
-< ,,
H z
['I
126,_, -----------+----+---
124,__/ --~ 119,4'EP-719--:J'TP 119,4'EP
ll7'[G I 122'
120 1 '
119.5'EP
118'
116'-----+-----~
114'-------ll
112 1 ____ _____.,~------I".c-NEW~2~•1-'=----'-· __
I SLOPE 110'~
108 1
--------+---+----
106'---' ---------+-----;---
DRIVE\J AY SECTION A
SCALE, H □RZ, 1'=10' VERT, 1'=5' I'
1261
12f
122 1
117TCi 12W
l17'ECi 118'
116 1
114'
112'
110'
ll8'
106'
126'
124'
122'
1201
118 I
116 I
114 I
112 1
110'
l 081
!06'
;u I . I □1
(1 -I
( I
l'1 I
~I
"' I H I
t:J I
f'l I
□I ,,,
rl HI ~,
(,J I
81
11 I
ti I 126L;u-
124' I
122 1
12~1
118 1
l I 6'
114'
112'
lW'-I
108'--I
106' I
_.
'
'
lo 11!□ J> z AIJr "'l fTI Ir □ I t:J -I (
J" 111.
JI )JI 1l A1'7J
H -11~ (JI )J Ir □I 11 ,□ Ir
Ul I fTI lJ i,1 ti r1 I,~ • I :1l 11 Al I ti -j
I l'1 t:J I -< 8,~ Pl! I t:J 0 ti( J> r I ill HH -j H
I OJZ HZ GRADE SHALL SLOPE FROM l> I l'1 D l'1 I NE\i PROPERTY LINE (R.□.I{,) jl z
I □1 AT 2% GRADE TOI/ARD STRE[T I zl I I I I I NE\/ 2:1 SLOPE I I I I I I 1.20'TP
ll~.f>'l;:J."· 119,5'EP I 119.S:'EP 11'i'l,7'EP
2! 1l ---·"---
~ FJNISH GRADE ~
t I ,
EXJSTI~G STREET &
SJDE\/ ;LK ~D CHANG[ .
----
. lc-O'F
~-
111,B'EG
R.O,\J, SECTION B
SCALE: H □RZ, 1'=10' VERT. 1'=5'
;u I I~ 111 □ J> z ol 1r-;oIr "'l fTI
(I □ I t:J -j (
Ir 1'1, . I ;o Ill IH Al'lJ ( I~ -l I :1l Ul ;u l'1 □I~ J(!) '□ i,1
Ul I fTI 1l
-I IB ti fTI
I f'l , I :1l Pl ;1J -j 8,~ (!)
I t:J t:J I -< H
tJ 1111 0 l'1 ;u ti( ]> r HH -j H
D OJZ H z ,, l> I fTI D l'1 GRADE SHALL SLOPE FROM ;j I z NEV PROPERTY LINE (R,0,\1.l I □1 H AT 2% GRADE TOI/ARD STREET r zl r 126' (,J I
H I 124' 1:1 I l'1 119,0'TP l20,5'rF'
119'EP 119'1:P 119,3TP 119,5TP
.-RA!SED FLR 122/ 1:1 ll6'E:G ;o
110.S'Fr
ll0.2'PAD
120' 1201
-l!W 118'
116 1 116 1
114 1 114'
112' 112 1
1101 110 1 --I
108' 108' I
106' l 06'
-
II
2X _J
E~SJ1~!i..S.TRE□ ~
S!OCvl LK t!O CHANGE
R,O,\J, SECTION A
SCALE• H□RZ, 1'=10' VERT. 1'=5'
PLANS PREPARED BY:
OCHELTREE ARCHITECTURE
200 MARINE VIEW AVE. DEL MAR, CA 92014
(858) 755-4414 (858) 259-0703 FAX
OCHELTREE_ARCHITECTURE@MSN .COM
120 1
1181
1161
114'
U0,51FF,,_...... ll2'
110,12:'PAD 110' ao'I'
111.B'EG
108'
106'
,--_~ HUILT " ~ :1 _-111 s/01
lleti/RA 1'1744 EXP. t.o/07 DATE
,
I S4HEET I CITY OF CARLSBAD I S5HEETS I J-----+----t,c"-----------+---i---+--1-----l ENGINEERING DEPARTMENT i----t-----f'l;:=------------+---+---+--f----j
I\
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTi,ER APPROVAL CITY APPROVAL
OCHELTREE RESIDENCE
HILLSIDE DRIVE
CARLSBAD, CA
APPROVED LLOYD B. H4BBS di"
&4c"P~~ 9?4/Pl CITY ENGINE£ P~ EXP 12/31/05 DATE
DWt.l BY: ~-
CHl<D BY: ~-=e--
RVWD BY: {4;/l.
PROJECT NO. DRAWING NO,
CDP 02-45 411-8A
I
/
i I
\ I
I I
---------------1--
l i
I i I I
......________
'
LDT JO TCT 80-14 L LDT 11 TCT 80-14
STORM SE\v'ER
EXISTING
---._' LOPE. ND
P ED.
\
\
TE
CHANGES~
PROPOSED STAB¾--IZED
'-----CONSTRUCTION ENTRANCE
PER DETAIL 'B' i
' I
\
48'
,,_,
$ :i ·-----i,,_,';ff _______________ _
I
EROSION CONTROL NOTES
I.) If EMERGENCY '.'ORK IS REQUIRED, CONTACT PAUL DCHEL TREE AT (858) 755-4414
2,) 1,/0RKMEN AND EQUIPMENT FDR THE PURPOSE OF PERFORMING EMERGENCY '.'ORK
SHALL BE AVAILABLE AT ALL TIMES DURRING THE RAINY SEASON, THE NECESSARY
MATERIALS TD FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES IN THE
CASE OF EMINENT RAIN SHALL BE STOCK PILED AT THE SITE IN EASILY
ACCESSIBLE LOCATIONS.
3.) ALL EROSI□N CONTROL FEATURES SHO'.'N ON THIS PLAN SHALL BE INSTALLED AT
THE SITE AND SHALL BE INCORPORATED HEREON.
4.) POSITIVE DRAINAGE A'.'AY FROM THE FACE OF SLOPE SHALL BE INSTALLED AT
THE END OF EACH 1,/0RKING DAY.
5.) ALL GRAVEL BAGS SHALL BE BURLAP DR EQUAL \,/ITH 3/4' MINIMUM AGGREGATE
6.) ON SLOPES \,/HERE HYDR□SEEDED GERMINATl □ N HAS NOT REACHED A MINIMUM OF
901., STABILIZED PUNCH STRA\,/ SHALL BE INSTALLED IN ACCORDANCE '.'ITH
SECTI□N 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE
DEPARTMENT OF C□NSERVA TJ□N, THE STATE OF CALIFORNIA.
7.) THE APPROVAL OF THE CITY ENGINEER SHALL BE GIVEN PRIOR TD THE MOVING
DR MODIFYING □F THE DEVICES SHO\,/N ON THIS PLAN,
8.) ER□Sl□N CONTROL DEVICES SHALL BE REPAIRED AND REPLACED AFTER EACH RAIN
STORM TO THE SA TISFACTI □N OF THE CITY ENGINEER.
9.) IF GRADlNG IS NOT COMPLETED DR UNFORSEEN CIRCUMSTANCES ARISE '.'HICH REQ-
UIRE ADDITIONAL EROSION CONTROL MEASURES, THEN THE CONTRACTOR SHALL
INSTALL THE NECESSARY EROSION CONTROL MEASURES TD THE SATISFACTION □F
THE CITY ENGINEER.
10.> THE CONTRACTOR SHALL BE RESPONSIBLE FDR PREVENTING THE PUBLIC FROM
TRESPASSING ONT□ AREAS □N THE SITE '.'HERE IMPOUNDED '.'ATERS CREATE A
HAZARDOUS CONDITION.
11.) ALL REMOVABLE SILTATION BARRIER PROTECTIVE DEVICES SHALL BE IN PLACE AT
THE END OF EACH '.'DRKING DAY \,/HEN THE FIVE (5) DAY RAIN PROBABILITY FORE-
CAST EXCEEDS FORTY PERCENT (401.), SILT AND OTHER RUNOFF DEBRIS SHALL BE
REMOVED AFTER EACH RAINFALL AND THE ABOVE DEVICES SHALL BE REPAIRED AND
REPLACED AS REQUIRED,
LEGEND,
ITEM TYPE
® GRAVEL BAGS
® SILTATION BARRIER FENCING
Q STABILIZED CONSTRUCTION ENTRANCE
(Q) SLOPE PLANTING
SYMBOL
ccccx::x::x:ox:
0---------------0---0
11,
''
QUANTITY
135
305 L.FT.
ONE
1800 SQ.FT.
I.) SET POSTS AND EXCAVATE A
4' X 4' (IOCM X !DCM) TRENCH
UPSLOPE FROM AND PARALLEL
TD THE POST LINE
3,) ATTACH THE FILTER FABRIC TD
THE \<IRE FENCE AND EXTEND
FABRIC D □l<N INT□ THE TRENCH •
2.) STAPLE \<IRE FENCING T□
THE POSTS.
FENCE POST----,._
FIL TER FABRIC
\<IRE FENCING
•
SIL TATI □N BARRIER FENCE DETAIL A ND SCALE
EXISTING
GROUND
50' MIN.
B' MIN,
PROFILE
50' MIN,
PROVIDE APPROPRIATE TRANSITION
BET'wEEN STABILIZED CONSTRUCT!□N
ENTRANCE ~ PUBLIC RIGHT or l<AY
PLAN
PUBLIC RIGHT
OF 'wAY
PUBLIC RIGHT
OF 'wAY
STABILIZED CONSTRUCTION ENTRANCE
ND SCALE
GRAVEL BAGS OVERLAP
ONTO CURB-~
RUNOFF
•
THREE LAYERS OF .GRAVEL BAGS
\<ITH ENDS OVERLAPPED
GAP BET'wE[N BAGS _ _/
ACTS AS SPILL'wAV
G _R_A_V_E_L_B_A_G_S I_L_T_A_T_IO_N_B_A_R_R I_E_R----,(0
ND SCALE ~
--"I',>, ' ~~ ( N~\J,. -~H~ET -~-~-(' 0, CAU-~(j
-~
PLANS PREPARED BY:
6~UILT "
OCHELTREE ARCIIITECTURE (/15/07 200 MARINE VIEW AVE. DEL MAR, CA 92014 -
~/RA J'2 7,44 EXP, l./07 DATE (858) 755-4414 (858) 259-0703 FAX
OCHELTREE_ARCHITECTURE@MSN.COM RA~~'J;J, ~ • -~ ,_
INSttCTOR DAT
I 5EET I CITY OF CARLSBAD I 5EETS I ENGINEERING DEPARTMENT
OCHELTREE RESIDENCE
HILLSIDE DRIVE
CARLSBAD, CA
LLOYD B. HUBBS
1/15/05 PCO /,S BUILT DRAWING REVISIONS-U"~C,M&,,f" StiT. --:::p~ . ;/4_ /2-3&,-ce!;,
8/1/04 PCO ADD STORM PRIVATE STORM DRAIN & ACCESSORIES CITY Er¢1hl<"ER 1 PE23BB9 EXP 12/31/05 ,--
DATE
REVISE YARD DRAJNS & STEM WALL DWM BY: PROJECT NO. DRAWING NO, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CDP 02-45 411-8A REVISION DESCRIPTION RVWD BY: ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL