Loading...
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 . tzzzzzj Ja -·-.. •-··-- --------w-.,;_w-- -w'---w~- --tRW-IRW- ---,-S--S--'-' --G"." -G--:-. ~G-G--- . == === ___.: == . --•--· . --- I 2x TYPICAL u:N a. -a- l lllll ---o--s-"' 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 I REco1111~NDIID DY:(!J)ri.s, faf4 l'I-, ,_· ~/Jtl-'J-, -·. (rn111r NAIIE)' ·, • · DATE ~-----------.___-.....,,-----,---~..-~---,---+--...--·-;;:;-:=::;;;;;;;;;;:;;:::;;;:;;:;;=;;:;:t;::;:::;;;;:;;;;::;:::;::::;-;~;;:;;:;1 \ 1 SH.,E.ET- 1 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 ,. C :E ~ G) 0 .t=:ii, .... <II ~ f ~ \ j, &, I ' . __ J )> FUTURE GRADE AFTER r:= DRAIN PIPE IS EXTENDED RL FG 18" DIA HD PIPE 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' ~ ------ LDT 10 TCT B0-14 / LDT 11 TCT 80-14 ,,.,..-~~Z-::5-/' tt---~~c-:1---~_c__= -=-RAISED ATTRJUM ___ _____ 4gn sTfoRM SEw'ER , ' , ' ' ----i,''--,,---t·-···-···-···-···-···-·"-::-···--·-= 111'TG llO'IE 104SF RETENSID JNFJL TRA TI□N BAS! : .:::::--4~ 1) ' -~--RAIN P ' -.:::::----= IP£ I --=::::::::::.:::::-.:::::-.:::::-.:::::-1 PORTION OF OT 19 BLK Ci BELLAVISTA 100' 99' 9B' 97' 96' 95' 94' ' -, ....... ---✓ ' '--..., ' ' ' I (;UL VERT, E OF DRAINAfE ' ' ' I ' I ' I ' ' ' ' ~ ' ~ \ '°\ ·, :-:, 'STAND PIPE, END OF DRAINAGE COURSE ' ' ,' I I , I SITE SHD\JING DRAINAGE CDURS~ NORTH ·u SCALE• 1' = 40'-0' 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 l.l_\ f\ I\ I\ . f\ lJ ;u D lJ . l'l : ;u .., -< r H z : l'l . ----------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 " I HI 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