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HomeMy WebLinkAboutDWG 464-6A; PD 09-04; MADSEN RESIDENCE; 01-02E GRADING NOTES (IN ADDIT10N TO THF: RF:QUIRF:MF:NTS OF CHAPTE:R 15.06 OF THF: CARLSBAD MUNICIPAL CODE:.) 1. THIS PLAN SUPE:RSED[S ALL OTH[R PLANS PRF:\1/0USL Y APPROVF:D BY THF: CITY OF CARLSBAD R[GARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOE:S NOT L[SSEN OR WA/VF: ANY PORTION OF THF: CARLSBAD MUNICIPAL CODE:, R[SOLUTION OF CONDIT10NAL APPROVAL, CITY STANDARDS OR OTH[R ADDIT10NAL DOCUM[NTS UST£D HERE:ON AS THEY MAY PERTAIN TO THIS PROJE:CT. THF: ENGINEER IN RESPONSIBLt CHARGE SHALL REV/SF: THESE PLANS WI-IE:N NON-CONFORMANCE: IS DISCOVF:RE:D. J. CITY APPROVAL OF PLANS DOE:S NOT RE:LIE:V£ THE: DEVF:LOPE:R OR E:NGINEER-OF- WORK FROM RESPONSIBILITY FOR THF: CORR[CTION OF E:RRORS AND OMISSIONS DISCOV£R[D DURING CONSIRUCTION. ALL PLAN REVISIONS SHALL BE: PROMPTI. Y SUBMITT£D TO THE: CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PE:RMIT FROM THE: CITY £NGINE:ER WILL BE: REQUIRED FOR ANY WORK IN THE: PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE:, CERTIFICATE: OF INSURANCE MUST BE: FILE:D NAMING me: CITY OF CARLSBAD AS AN ADDIT10NAL INSURE:D ON THE: P[RMITTE:E:'S POLICY IN THE: MINIMUM AMOUNT OF $1,000,000.00 FOR E:ACH OCCURRENCE: OF LIABIUTY. THE INSURANGf COMfANY 'M?ITING 1HE POl.,ICY MUST HAYE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTf;R AS £STABL/SHED BY "BESTS" KEY RATING GUIDE. 5. UNLE:SS E:XE:MPT£D BY SE:CTION 301.(b)S OF THE: UNIFORM BUILDING CODE:, RE:TAIN/NG WALLS OUTSIDF: OF PUBLIC RIGHT OF WAY REQUIRE: SEPARATE: DEPARTMENT. 6. NO WORK SHALL BE: COMMF:NCE:D UNTIL ALL PE:RM/TS HA V[ BEEN OBTAINE:D FROM THE: CITY AND OTHF:R APPROPRIATE: AGENCIES. 7. APPROVAL OF THESE: PLANS BY THF: CITY ENGINEE:R DOE:S NOT AUTHORIZE: ANY WORK OR GRADING TO BE: PE:RFORME:D UNTIL TH£ PROPERTY OWN[R'S PERMISSION HAS BE:EN OBTAINED AND A VALID GRADING PE:RMIT HAS BEEN ISSUED. 8. NO RE:\1/SIONS WILL BE: MAD£ TO THESE: PLANS WITHOUT THE: WRITTE:N APPROVAL OF THE CITY E:NGINE[R, NOT£D WITHIN THE RF:WSION BLOCK, APPROPRIATE: SH££T OF THE: PLANS AND me: TI llE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROP[R TY OF THE Cl TY UPON BEING SIGN£D BY THE CITY ENGIN££R. 10. THE: ORIGINAL DRAWING SHALL BE: REVISED TO R£FL£CT AS-BUILT CONDIT10NS BY THE: ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE: CITY. 11. ACCESS FOR FIRE AND OTHER EME:RGENCY VF:HICLES SHALL BE: MAINTAIN£D TO THE PROJE:CT SIT[ AT ALL TIMES DURING CONSTRUCTION. 12. W/-1£RE: 1RENCHES ARE: WITHIN CITY E:ASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHF:ETS AND (C) COMPACTION CURVF:S, SHALL BE: SUBM/TT[D BY A PROFESSIONAL ENGINEER OF THE: STA TE: OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL/£/) SOILS MECHANICS. THE: SOILS REPORT l\1LL BE SUBMITTE:D TO THE CITY ENG/N[ERING INSPECTOR 'MTHIN TWO WORKING DA 'rS OF THE: COMPLETION OF FIF:LD T£STS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE V[R/FICA TION R[GARDING ADHERENCE: TO RECOMMENDATIONS OU7l/N£D IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE: OF A BUILDING P£RMIT. ALL CONIROI..LED GRADING SHALL BE DONE UNDER THE: DIRECTION OF A PROFESSIONAL ENGINEF:R OF THE: STA TE: OF CALIFORNIA PRINCIPALLY DOING BUSINE:SS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE: FILL ARE:AS SHALL BF: CONSIRUCTED IN ACCORDANCE 'MTH THE CITY OF CARLSBAD STANDARD SPF:CIFICA TIONS AND THF: "EARTHWORK SPECIF/CATIONS" ATTACHED TO THE PRELIMINARY SOILS INVF:STIGA TION. DAILY FIELD COMPACTION REPORTS WILL BE: SUBMITTED TO THE: PRO.JF:CT INSPECTOR. 14. A PRECONSTRUCUON MEETING SHALL BE HfLD AT 1HE 511'£ PRIOR TO 1HE BEGINNING Of WORK AND SHALL BE ATTENDED BY ALL R£PRESENTATIV£S RESPONSIBLE FOR CONSTRUCTION. IN5PECDON. SUPERVISION. TESTING AND ALL 011-IER ASPECTS OF 11-1£ f1,QRK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING me: NSPECTION LINF: AT (760) (438-3891) AT LEAST FIV£(5) WORKING DA'rS PRIOR TO STARTING CONSTRUCTION. THE: CONTRACTOR WILL THEN BE CONTACTED BY THE PROJE:CT INSPECTOR TO COORDINATE: A DA TE: AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVF:D ORA WINGS MUST BE: AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY Tl-IE PROJE:CT INSPECTOR AT Tl-IE MEETING. 15. ALL INseECDON REQUESTS OTHER THAN FOR PRECQNSTRUCTION MEETING WILL BE MAD£ BY GAU ING 11-IE ENGINEER/NG 24 HOUR INSPECTION R£0UEST LINE AT {760) 4,38-3891. IN5PECDON REQUEST MUST BE REC£1VfD PRIOR TO 2: oo P.M, ON 7l:I£ DAY 8£FORE 1i-lE IN5PEC110N IS NEEDED. INSPECTIONS WILL BE MADE Tl-IF: NEXT WORK DAY UNLESS YOU REQUEST OTI-IERWISE. R[QUESTS MADE AFTE:R 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DA 'rS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THF: DE:V£LOP[R ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLF:L Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE: AND FEDtRAL SAFETY AND HEALTl-i STANDARDS, LAWS ANO REGULATIONS. 17. THE CONIRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DE:TAIL PLAN TO THE CITY ENC/NEER AND/OR CONCERN[D AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTH[R PR0\1SIONS TO BE MADE OF WORKER PROTECTION FROM 111E HAZARD OF CA v1NG GROUND OUR/NG 111£ EXCAVATION OF SUCH TR[NCH OR TR[NCH[S OR DURING THE PIPE INSTALLATION THEREIN. 1111S PLAN MUST BE PR[PAR£D FOR ALL TR[NCHES F/V[ F£ET (5') OR MORE IN 0£P111 AND APPROVF:D BY THE CITY [NGIN[ER AND/OR CONC£RN£D AGENCY PRIOR TO EXCAVATION. If THE PLAN VARIES FROM 11-IE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TlrrE 8 CALIFORNIA ADMINISTRA TI\IE CODE. 11-IE PLAN SHALL BE PWARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE $U8MITT£D TO 111E: INSP[CTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING P[RMIT HAS 8E[N OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF 111E SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHA[QI..OGICAL RESOURCES ARE DISCOVERED Y,f1HIN ANY \WRK AB£A DURING CONSTRUCTION, OPERAUQNS l'dLL CEASE IMMEDIATELY, AND 111£ PERMITTE:E WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL 111E PERMITTE:F: HAS R[CE/VF:D WRITTEN AUTHORITY FROM 111£ CITY [NGINE[R TO DO SO. 20. ALL OP[RA TIONS CONDUCTED ON 111£ SITE OR ADJAC[NT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA noN OF !RUCKS, EARTHMOWNG EQUIPMENT, CONSIRUCTION EQUIPMENT AND ANY 0111E:R ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWE[N 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EAR111MO\I/NG OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDA 'rS. (A UST OF CITY HOLIDA 'rS IS AVAILABLE AT THE [NGIN[[RING DEPARTMENT COUNTF:R.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMIT[[D BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TW FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MA T[RIAL SHALL BE: OBTAINED FROM, AND WASTE: MATERIAL SHALL BF: DEPOSITE:D AT, A SIT[ APPROVF:D BY 111£ CITY ENGINEER. 1HE CONTRACTOR SHALL BE RESfONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF 1HE GRADING OPERATION. 23. BRUSH SHALL BF: REMOVF:D ONLY 'MTHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVF:D UNLESS SPECIFICALLY NOT£D ON 111£ PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT P[RMITTE:D. ALL EAR111EN SWALES AND DITCH[$ SHALL HA V[ A MINIMUM ONF: PERC[NT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROV£0 SET OF EROSION CONIROL PLANS. EROSION CONTROL SHALL BE: AS SHOWN AND AS APPROVF:D BY 111£ CITY ENGINEER OR AS DIRECTE:D BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS stcnoN. THE SIT[ SHALL BE LEFT IN A NF:AT AND ORO[RLY CONDIT10N. ALL STON[S, ROOTS OR OTHER DEBRIS SHALL BE R[MOVF:D AND DISPOSED OF AT A SITE: APPRDVF:D OF BY 111£ CITY [NGINE[R. 27. ALL SLOPES SHALL BE: /RR/GA TED, STABILIZED, PLANTE:D AND/OR HYOROSEE:OED 'MTHIN TE:N (10) OA 'rS OF 111E TIME W/-1£N ~ SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVF:D GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PAO$ AS REQUIRED BY 111£ CITY OF CARLSBAD LANDSCAPF: MANUAL, THE LANDSCAPING PLANS FOR THIS PROJE:CT, DRAWING NO. , AND/OR AS DIRECTED BY THE CITY ENG/NE[R OR PLANNING DIR[CTOR. 29. 111E OWNER/APPLICANT SHALL INSURE 111A T ALL CONTRACTORS SHALL COORDINATE: THE WORk OF 111ESE GRADING PLANS 'MTH THAT SHOWN ON 80111 THE LANDSCAPE AND /RR/GA TION PLANS AND 111F: IMPROVF:ME:NT PLANS AS REQUIRED FOR 1111S WORK IN ACCORDANCE Wl111 111E LANDSCAPE MANUAL TIME REQUIREMENTS. o.: JO. STORM DRAIN PIPE: SHALL BE REINFORCED CONCRETE: PIPE 'M111 A MINIMUM D-LOAD OF 1,350. FOR PR/VAT[ STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED 'MTH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE:. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED 'MTHIN TWENTY FEET OF BU/LO/NG OR STR[ET AREAS AND REPLACED 'MTH PROPERLY COMPACTE:D SOILS. IN OTHER ARE:AS THE PIPE l\1LL BE PLUGGED 'M111 CONCRETE OR REMOVF:D AS APPROVF:D BY 111£ CITY ENG/N[[R. 32. 111[ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILJTIES (ABOV[ GROUND AND UNDER GROUND) 'M111/N 111E PROJE:CT SITE: SUFFICl[NTI. Y AHE:AD OF GRADING TO PERMIT 111F: REWSION OF 111£ GRADING PLANS IF IT IS FOUND THAT THF: ACTUAL LOCATIONS ARE IN CONFLICT 'MTl-i 111£ PROPOS£D WORK. 33. THE CONTRACTOR SHALL NOTIFY AFF[CTE:D UTILITY COMPANl[S (SEE BELOW) AT LEAST 2 FULL WORKING DA 'rS PRIOR TO STARTING GRADING NEAR 111[1R FACILITIES AND SHALL COOROINA T[ 111E WORK 'MlH A COMPANY REPRESENTA TIV£. UNDERGROUND $[Rv1CE ALERT 1-800-422-4133 SDG&:E (619)438-6200 PACIFIC BF:LL (619)489-3441 DANIELS CABLEVISION (619)438-5241 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 •et TY OF CARLSBAD(SEWER, WATER & RECLAIM[D WATER) (760)438-3367 •SAN DIEGUITO WATER DISTRICT (760)753-1145 •L[UCAOIA COUNTY WAT[R DISTRICT (760)753-0155 •VALLECITOS WA TE:R DISTRICT (760)744-046 •OLIVF:NHAIN WA /ER DISIRJCT (760)753-6466 •BUENA SAN/TA TION 01S1RICT (760)565-5657 'AS APPROPRIATE: 34. P£RMIT COMPLIANCE REQUIREMENTS: A. FOR CONIROLLED GRADING -111E APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR G[OLOGIST TO GIVE T[CHNICAL AD\1C£, 08S[RVE AND CONIROL ll-1£ WORK IN PROGRESS 11.06.170(8) CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITT£D TO THE CITY [NGINEE:R VIA 111£ PROJE:CT INSP[CTOR 11.06.190(8) CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUP[RWSING GRADING ENG/N[ER STA TING ALL GRADING IS COMPLF:T[. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND 111E APPROVF:D PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTE:R FROM CITY [NGIN[[R/NG DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM 111£ SOILS ENGINEER, WI-I/CH INCLUDES RECOMMENDED SOIL BEARING CAPACIT1ES, A STATEMENT AS TO THE EXPANSIV£ QUALITY OF THE SOIL, AND SUMMARIES OF fl[LD AND LABORATORY T£STS. THE REPORT SHALL ALSO INCLUDE A STA TE:M[NT BY 111£ SOILS [NGINE[R 1i-lAT 111E GRADING WAS DONE IN ACCORDANCE Wl111 111£ R[QUIREM[NTS AND R[COMM[NOA TIONS OUTI.INED IN 111£ PRELIMINARY SOILS REPORT AND ANY SUPPL[MENTS TH[RETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY 111£ CITY. 35. UNLE:SS A GRADING PERMIT FOR THIS PRO.JF:CT IS ISSUED 'MTHIN ONE (1) YEAR AF/ER 111E CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK F[ES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. TH[ SOILS REPORT TITI.E:D "UM/TEO GEOTF:CHNICAL INVF:STIGA TION FOR NEW MADSEN DUPLEX", PREPARED BY ENGINEE:RING DESIGN GROUP, DA /ED APRIL 8, 2009, SHALL BE CONSID[RED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH 111£ RECOMM[NOA TIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I H[REBY DECLARE THAT I AM THF: ENGINEER OF WORK FOR THIS PROJE:CT, Tl-IA T I HA V[ EXERCISED RESPONSIBLE CHARGE OVF:R 111[ DESIGN OF 111£ PROJE:CT AS DEFINED IN SECTION 6703 OF 111E BUSINESS AND PROFESSIONS CODE:, AND THAT HE D[SIGN IS CONS/ST£NT Wl111 CURRENT STANDARDS. I UND[RSTAND 111AT 111£ CH[CK OF PROJE:CT DRAWINGS AND SPECIFICA110NS BY 1HE CITY OF CARLSBAD DOE:S NOT REL/EV[ ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJ[CT OE:SIGN. FIRM: ENGIN[RING DESIGN GROUP ADDRE:SS: 2121 MONnEL ROAD CITY, STA TE:: SAN MARCOS. CA 92069 TELEPHONE: (7c9-73,b B)': ½,N~!T R.C.E. NO.: 65122 REGISTRATION E:XPIRA TION DAT[; 9/30/11 No. 65122 Exp, 09/30/11 SOILS ENGINEER'S CERTIFICATE I, ERIN RIST, A R[G/STERED C/WL ENGINEER OF 111[ STAT[ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 111[ FIELD OF APPLIED SOILS MECHANICS, HEREBY C[RTIFY THAT A SAMPLING AND STUDY OF THE: SOIL CONOIT10NS PREVALENT Wl1111N TI11S SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF MARCH 4, 2009 AND APRIL 8, 2009. TWO COPIES OF THE SOILS REPORT COMPILED FROM 1111S STUDY, Wl1H MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO 111E OFFICE OF THE CITY ENGINE[R. SIGNED: ERl7isf P.E. NO.: R.C.E. I 65122 DA TE: ___ 1:.....•..:.clO:.....•_,\-=-•--------- LICENSE: EXP/RATION DA TE:: 9/30/11 OWNER'S CERTIFICATE Na, 65122 t:xp. 09/30/11 I (WE) HEREBY CERTIFY 111AT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS 8£EN OR WILL BE RETAINED TO SUPERWSE OV£R-ALL GRADING ACTIVITY AND ADV/SF: ON 111E COMPACTION AND STABILITY OF 1111S SITE. z..-10-10 MADSEN REVOCABLE TRUST, STEVE MADSEN, TRUSTE:E OAT[ PROJECT SITE: AV/ARA PKWY ALG-1 RO VICINITY MAP NOT TO SCALE THOMAS GUIDE: 1127 HS BENCH MARK DESCRIPTION: CITY OF CARLSBAD SURVF:Y CONIROL NE:TWORK POINT NO. JJ LOCATION:.l'tUL MONUMENf AT INTERSECUON OF BASALTO STREET AND ABEOUL ST.. 20 NOR111E:RL Y OF SOUTHERLY CURB OF ABEDUL ST., 32 FT NOR111WESTE:RL Y OF A S1REE:T LIGHT ANO 55 FT. SOU111WEST£RLY OF A F18.I-1fYORAN,_,_T.~. _______ _ R[CORDED: NA ELEVATION: 422.60 DA TUM: NGVD29 LEGAL DESCRIPTION LOT 287 OF LA COSTA MEADOWS UNIT NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THER[OF NO. 6905, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 21, 1971. EARTHWORK 9UANTITIES CUT: 340 CY FILL: 280 CY IMPORT: CY EXPORT: 60 CY REMEDIAL: 700 CY SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESF: PLANS WAS GENERA TED BY FIELD SURV[Y ME1110D FROM INFORMATION GA mERED ON FEBRUARY, 2009 BY SLATER SURVF:YING. TOPOGRAPHY SHOWN HER[ON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJE:CT IS LOCATED 'M1111N ASSESSORS PARCEL NUMBER: 215-310-41, LOT 287 OF MAP NO. 6905 111£ CALIFORNIA COOROINA TE: INDEX OF 1111S PROJECT IS: 342-1695 REFERENCE DRAWINGS IMPROVF:MENT PLANS T.M. NO. 2887-2, CITY ORA WINGS 172-6, SHEETS 11 AND 12 OF 25 LEGEND _ _y y FS=432. 15 PROPERTY BOUNDARY SETBACKS EXISTING CONTOUR PROPOS[D CONTOUR FLOWL/N[ & FLOW 0/R[CTION CUT/FILL LINE CUT SLOPE (E) WA T[R LINE (E) S[W[R LINE SPOT EL[VATION ([) SPOT EL[VATION VJ/DSCAPE AREA (E) CONCR[T[ SIDEWALK PROPOS[D BLOG LIMITS TYPE TREAThlENT CONTROi. WORK TO BE DONE 111£ GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CU TS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND Tl-IE CITY STANDARDS, SPECIF/CATIONS, REQUIR[MENTS, RESOLUTIONS ANO ORDINANCES CITED ON THE:SE: PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 'M111 TI-IE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONS1RUCTION, AS DIR[CT£D BY THE Ci TY [NG/NEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4-. RESOLUTION NO. J:1.lli DA TF:D f:1.lli 5. 111[ STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSIRUCTION (GREEN BOOK). 6. SOILS R[PORT AND RECOMM[NDA TIONS BY ENGINEER/NG DESIGN GROUP DA TED APRIL 8, 2009 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY 111£ CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION OEVF:LOPMENT PERMIT CONOIT10NS DATE:D _________ _ 9. ENWRONMENTAL APPROVAL DOCUMENTS DATED PENDING 10. STORM WA /ER POLLUTION PREVF:NTION PLAN PREPARED BY £NG/NEERING DESIGN GRQUP DA TE:D: OCTOBER 21. 2009, 11. STORM WA T[R MANAGEMENT PLAN PREPARED BY N/A DATF:D __ Ji/,0-__ _ 12. CALIFORNIA STORM WA/ER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAI. TRANS CONSTRUCTION SITE: BMP MANUAL. LEGEND Im.I No. QESCRIPVON REFERENCE SYMBOL QUANTITY CD 4 • AREA DRAIN NOS OR [QUIV. e 10 EA 0 B"x8" AREA DRAIN NOS OR [QUIV. Ill] 3 EA @ 4 • DRAIN PIPE SDR-35 ----170 LF ---- 0 5" CONCRE'TE PAVING J•: .. ·.•·1 2020 SF @ 5 1/2" CONCRE'TE DRIVEWAY SDRSD G-14A 4,: .':[' 490 SF @ SIDEWALK UND£RDRAIN SDRSD D-27 r-=t== 3 EA Cl) WAT[R I.AffRAL W/ WATER MITER CMWD W-J -w-~Q 2 EA l Flfl.J SfAINKLE'il ® • s--@ SEW[R I.AT[RAL WITH CLEANOUT S-7" 2 EA ® TRENCH RESURFACING GS-25" ~ 70 LF @ YfGITATfD SWA[£ DITAIL I / SHEIT 2 ['c:•:•C:·] 75 LF QUANTITIES ARE FOR BONDING PURPOSES ONLY AND SHOULD BE CONFIRMED PRIOR TO START OF GRADING • CROSS-REF CASQA CONSTRUCTION BEST MANAGEME:NT PRACTICIES ,. CROSS-REF Cl1Y OF CARLSBAO STANDARD DRAWING REQUIRED TREATMENT CONTROL BMP TABLE -------·--. ----- DESCRIPTION OWNERSHIP Mfb~Mii~1 SHEET NO. M~~~i~ -------------------. -----·----·-· -- VEGETA TEO SWALE PRIVATE N/A SHEET 2 MONTHLY HOMEOWNER --------------- ~ ..... _. .. , ······· .......... ---•----··· -·"·-•• --- ·····-· L --·---. -···----·------·-· -----·-------~~. , .. --------- €<9 A/ & TP (/(.; 77.:PM°r( ,r,,,,ee~t' # :$~6 ~~~.,, Nr ! ,Y/~#' P~~DEPARTMENT APPROVAL 11 AS BUIL T 11 b'(<:-ju _ « n,m2//7 /to I!!-'!· II (BIGND) i:JON A/BU . IWOONG DIRECl'OR EP.IM ~-A.IS RCE l:,512.2. EXP. _'1./30.ilL_ DATE DATI: I I Rr;~r:;.;J~ --- (SIGND) ,.,;;.L [11 RICOIOIE!IDID BY: (Pllll!T !Wo:) INSPECTOR' --,, • DATE '!,/9//1 Lil AS-BUIL,- I SH~ET I CITY OF CARLSBAD 1 sHE;Ts I ENGINEERING DEPARTMENT GRADING PLANS FOR: MADSEN CANTIL STREET CARLSBAD, CA 92009 iA-P.'.WJ1D p: G~.£N ~~ PESKI 4 SEf:JIOR CIVIL ENGINEER PE: 41204 EXP.J/31/11 Dl'vN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~ REVISION DESCRIPTION PD 09-04 ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL RVWO BY: 464-6A ~~?.\it \ \ \ \ \ \ \ \ \ \ \ \ \ \ , , ·, \ \ , . \\ \ \ \ E) SEWER C.O. AT STA 4+66.78 (CANTIL ST) IE:=422.88 RfFfRE:NCf: IMPROVE:MfNT PLANS T.M. NO. 2887-2, SHT 11 OF 25 CITY DWG 172-6 , , ~ \, \ \ \ \ '),'6~ \ RE:MOVE: (E) 'CURB AND SIDEWALK AN/). RfPU\Cf Wl1H ' \ \ \ \ \ \ \ \ CONCRETE: DRNQVAY AND DU'RE:SSE:D cu~ PER SDRSD G-14A \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,J ~ .. ~ ~ . .,,. \ 1 I . PRQPO$[Q, RESIDENIT -UNIT A FF=4J2.25 FP=4J1.5/J .. FG=4J1.65 FG=4J1.65 ,:!It.~ ~~\~, •</•/~~ ~ / \ , ' ' ', TG=4J1. IE:=4JO. ~ .. 1! .... ~. ~~ ""<Q:i)o::---" 1'. :q SIDEWALK " f'! UNDERDRAIN PIPE _,, . ~ ~ PER SDRSD D-27 ,,,.,✓ i/ . _,. FIELD VE:RIFY PRIOR' ~-CONSTRUCJ!9N ., E) MANHOLE I I AT STA J+11.78 ~ (CANT/I.,, ST) RIM ELEV.=426.22 ,;f" IE=419.Z,1 .. , ,,, REFERfNCf: IMPROVEMENT ;/ PLANS T.J.f; NO. 2887-2, SHT 11 OF 25 CJ,TY DWG 172-~' ,,, {, ,.,..,,. \ \ \ LOT287 I APN # 215-310-41 PROPOSED RESJOCNCE -UNIT B I FF=4J2.25 FP=4J1.SO - .,~-c,: raA , A t,_ , ,j / ~ \ , \-::: ~jO_• ~4 , """\~~ , , ,,,.,-,,.... , ;,'', . /),. ,, FS=429.t Rf MOVE: (E) CU,88' AN SIDEWALK ANO RU'LACE W/1H 1X)NCRETE: DRIVEWA ANIYDEPRE:SSE:D CURB /,-PER SDRSD G-14A ,t ;/ ,oui' , ~~'t~, j ,,, / .,, .,, / .,, .,, \ \ , I TG=~t.6 I lf=4l9.7 . lf=42J.s SIDEWALK® UNDE:RDRA/N PIPE PER SDRSD D-27 FIELD VERIFY PRIOR CONSTRUCT/ON / ,, <\ / '\ ; "''"· , FIELD VE:RIFY PRIOR , CONSTRUCTION. . - ,;, GRADING PLAN JO \ SCN,E I" ~ 10 FT / ,, <-"' .,,'.;"' ',,-, , \\· ;/ ., '{,. ,····~· /,/ ' ,,, I I I I i I I I I I I I I (E) SEWER CLfANOUT AT STA 1 +60 (ANTA CT) RIM ELEV.=4J2.99 IE=425.45 RE:FfRE:NCf: IMPROVEMENT PLANS T.M. NO. 2887-2, SHT 12 OF 25 CITY DWG 172-6 / , / I I I NOTE: \ \ \ \ \ \ I I I I I I I I I jjQJJ;; LONG/1UDINAL SLOPE: j 1% MIN E:AR1HfN BfRMS TO Bf PROV/DfD AT ALL FILL SLOPE:$ SUBSfQIJfNT TO COMPLETION & PRIOR TO ROUGH GRADING APPROVAL. 5'-0" MIN CONSTRUCTTON LEGEND CD 4 • AREA DRAIN, NOS OR EQUN. {g) 8" AREA DRAIN, NDS OR EQUN. 2:1 SLOPE Q) 4 • SDR-J5 DRAIN PIPE AT 2% MIN SLOPE © 5• CONCRETE: PAVING R'I 5 1/2" CONCRETE: DRIVEWAY \::!.I PER SDRSD G-14B ® SIDEWALK UNDERDRAIN PER SDRSD D-27 (J) WATER LATERAL W/1H WATER METER f i:-11-t: S?/1-l"kl.(,P. @ SEWER LATERAL W/1H CLfANOUT 161 TRE:NCH RE:SURFACING PER CITY OF \V STANDARDS @ VE:GETATED SWALE PfR DETAIL 1/ 7HIS SHEET ABBREVIADONS FINISHED flOOR f/.£\IATION FINISHED PAD ELEVATION TOP OF CURB flOW UNE INVE:RT ELEVATION HIGH POINT FIN/SHEO SURFACE FINISHED GRADE TOP OF GRATE DI/STING DOWNSPOUTS TO OUTLET TO VE:GETATED LANDSCAPE, MIN 5' FROM RESIDENCE. UTILIZE CONCRETE: APRON Fr FP TC fl IE HP FS FG TG (E) CL PL MH c.o. CENTERLINE PROPERTY LINE MANHOLE WHfRE NECESSARY CIEANOUT Utltlllle'O -rli'~~,-.1"1~,v,r C,t?Nr.ei?L.. l!J, JAS_ BUILT" p~,.e,,,111/-tdh t1JPifnhh ""t::; 75 /.~ k ~Ii.~-) ~"'_,_,, _ £1l11'1 Ir, 11-lf,r~ RCE C.5111 EXP, 't/"A0/11 DATE INSPECTij . --.. Sl'l/1/ &.AS·SUIL-r I SH2EET I CITY OF CARLSBAD ~====f====~============================~====jE===1====1===3 ENGINEERING DEPARTMENT I-GRADING PLANS FOR: I SHE~TS I MADSEN CANTIL STREET E===E==1~=====================~~==~t==j===1==3 CARLSBAD, CA 92009 E===±===r=======================t===t===E===f==3 "ppr;; ,v MnK. v Kl 4(-eµo ~====f====~============================jt====E===1====3===3 '~ /OR CIVIL .ENGINEER PE:41204 EXP.3/31/11 DATE I-: DWN BY: -,,.,=-PROJECT NO. DRAWING NO. DATE DATE INITIAL DATE INITIAL CHKD BY• ~ PD 09-04 464-6A ~E~NG~IN~•EER~OF~IN~l:o~A~~KL __ ~R~E~V~IS~l=O~N~~~DE~S~C;R;IP~ll~~O;N======~~O~THE~=R~A~P~P=RO;V~A;L~::~a=TY;~A~P=P~R;o=v~A~L~~R~WID~~~B~Y~:~~~-~~~~~_:_:_:~~~_:~_:_:_:_:_:_:_:~_:_:_:~-·l.'li"~~~-~ ,~;;.,fr-.. --01 -_J." ,.