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HomeMy WebLinkAboutDWG 451-1A; MS 04-17; MADISON SQUARE TOWNHOMES; 01-03,oz----·---·-·-,-,+-------·---, .. ·•-~·~· . .~ -' --' .-~ -------I ' ----. . . ~ -,-----------'-- , l .. ' ; l ' ; , I i I ' GRADING NOTES ' (IN ADDlnON TO rnE REQUIREM[NTS OF CARLSBAD MUNICIPAL CODE.) CHAPTF;R 15.16 OF 7)-11! ,. n-11s PLAN. Sl,/PERSED£S ALL OTHER PLANS PRfVIOUSI.Y APPROV£D SY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. . . • , 2. APPROVAL OF THIS PLAN DOCS NOT LESSEN OR WA/\,£ . ANY POR110N OF THE CARlSBAD MUNICIPAL CODE:, RESOLUnON OF CONDITIONAL APPROVAi~ CITY STANDARDS OR OTHER ADD/110NAL DOCUMENTS USTED HEREON AS THE;'/ MA 'I PERTAIN . TO mis PROJECT. THE ENGINEER IN RESPONSIBLI: CHARGE SHALL REVISE TT/ESE PLANS WHEN NON-CCNFORMANCE: JS DISCOVE:RED. ' . ,J; CITY APPROVAL OF PlANS DOES NOT RELIEVE' TTIE DE:VflOPER OR ENGINEE:R-OF- WORK FROM RESPONSIBIUTY FOR TT!! CORREC110N OF ERRORS AND OMISSIONS DISCOV£RED DURING CONSTRUCnON. ALL PLAN REVISIONS SHALL 8/i PROMP7LY SUBMITTED TO me: CIT'/ ENGINEER FOR APPROVAL,. • ; .· 4. A RIGHT-OF-WAY PERMIT FROM THE CIT'/ ENGINITR WILL 8! REQUIRED FOR AN'/ WORK IN me: PUBLIC RIGHT OF WAY. PRIOR TO , PERMIT ISSUANCE:, A CERnFICATE: OF INSURANCE AS llflL AS ADD/110NAL INSURED ENDORSEMENT MUST 8! FILED NAMING TH! CIT'/ OF CARLSBAD AS AN ' ADD/110NAL INSURED ON mE: PERMITTEE'S POLICY IN TT/Ii MINIMUM AMOUNT OF $1,000,DOO.OO FOR £ACH OCCURRANCE OF LIABILITY. THE INSURANC[ COMPANY WR/VNG 17-IE' POLICY MUS[ HA VE' A RA nNG OF 'A-• OR BETTER AND A SIZE CATEGORY OF a.ASS V OR BETTER AS ESTABLISHED BY "BESTS' KEY RA nNG GUIDE S. UNLESS EXEMPTED BY SEC110N JOl.(b), OF mE UNIFORM BUILDING CODE'., RETAINING WALLS OUTSIDE OF PUB/JC RIGHT OF WA 'I REQUIRE $£PARA TE: PF:RMITS FROM ml! BUILDING D£PAR7MF;NT. . · · . . 5. NO WORK SHALL BE COMMENCED UN11L ALL PERMITS HA VE' BEEN OBTAINED FROM me: CIT'/ AND omER APPROPR/A TE: AGF:NC!ES. ' • 7. APPROVAL OF mESE PLANS 8'/ TTIE CITY ENGINEER DOES NOT AUmORIZE ANY WORK OR GRADING TO BE PERFORMED UNTTL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BE/;N ISSUED. : ·. B. NO REVISIONS WILL BE MADE TO mESE PlANS w,mouT mE WRITTEN APPROVAL OF THE CIT'/ ENGINEER, NOTED WITT/IN THI/: RE:VISION BLOCK, ON THE APPROPR/A Tl/: SHEET OF THE Pt.ANS AND m,;; 117LE SHEET. , . 9. ORIGINAL DRAWINGS SHALL BECOMF: THtr PROPERTY OF THE: CIT'/ 'upoN BEING SIGNED BY mE CIT'/ £NG/NEER. . • 10. THE ORIGINAL DRAWING SHALL BE REVISED TO RERECT AS-BUILT CONDITIONS BY me: /;NGINEER-Of'-WORK PRIOR TO FINAL ACCEPTANCE OF me: WORK BY me: CITY. . . . 11, ACCESS FOR FIRE AND OTHER EMERGENCY V£HICLES SHALL BE MAINTAINED TO THE: PROJECT SITI/: AT ALL TTMES DURING CONSTRUCTTON. · • ·• 12. WHERE TRENCHES ARE WITHIN CIT'/ EASEMENTS, · A SOILS REPORT COMPRISED . OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHE£TS AND {C) COMPAC110N . CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF m,:: STA TE: OF CALIFORNIA. PRINCIPALLY DOING 8USIN£SS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS R£PORT WILL BE SUBMITTED TO me: CIT'/ ENGINEERING INSPECTOR WITHIN 7WO WORKING. DA~ OF m,r COMPLE110N OF FIELD TESTS. IJ. A SOILS COMPACTTON R£PORT .AND COMPLIANCE VE:RIFICA110N REGARDING ADHERENCE TO RECOMMENDA TTONS OUnJNED IN · mE SOILS R£PORT IS REQUIRED PRIOR TO THE ISSUANCE: OF A BUILDING PERMIT. ALL CONTR0/.1£D GRADING SHALL BE DONE UNDER mE D/REcnoN OF A PROFESSIONAL ENGINE£R OF THE STATI/: OF' CALJFORNIA PRINCIPALLY DOING BUSINESS IN THI; FIELD O(I' APPLIED SOILS M£CHANICS. ALL FILL OR FUnJRe: FILL AREAS SHALL BE: CONSTRVCTED IN ACCORDANCE WITH THE CIT'/ OF CARLSBAD STANDARD SPEC/FICA 1/0NS AND THE 1 EARn-lWORK SPECIF/CA TTONS • ATTACHED TO mE PRELIMINARY SOILS /NV£S11GA110N. DAILY FIELD COMPACTTON R£PORTS WILL BE SUBM/TTEI) TO THE PRO£CT INSPECTOR, . ' . · . . . . . · . 14, A PBfCONSTRUCTIQN MIT11NG SHA! L BE: Hf/ D AT Tl-If S17f PRIOR TO Tl-If . BEGINNING Of WORK AND SHAii BE ATTENDED BY Al L R£PRf"SfNTAT1VF5' RESPONSIBLE FOR CONSTRUC110N; INSPEC110N. SUPERVISION. TESTTNG AND ALL OTHER ASPECTS Of THE WORK. mE CONTRACTOR SHALL RE:QUEST A PRECONSTRUCTTON ME£TTNG BY CALLING ml! INSPECTTON LINE AT (760) 4JB-J891 AT L£A.ST Fl\1£(5) WORKING DAYS PRIOR TO STAR11NG CONSTRUCTTON. THE: CONTRACTOR WILL mEN B( CONTACTED BY THE: PROJECT INSPECTOR TO COORD/NA TE: A DA TE: AND TTME FOR TTIE PRE:CONSTRUC110N MEE11NG. APPR0\1£D DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULJNG. THE GRADING PERMIT WILL Bf PROVIDED BY THE PROJECf INSPECTOR AT m,r MEETING. ' · , · · · 15, Al L INSPECTION 8£01/fSTS OTHFR THAN EQR PRFCONSTRUCTIQN MFFT/NG WILL BE' • MADE BY CAI IING WE £NGINFFRING 24=HQIJR INSPECTION R£Qll£ST 1/Nf AT (760) 4JB-JB91. INSPECTION REQUEST MUST BE: RECFI\IED PRIOR TO 2· QQ P.f ON THE DAY BEFORf TTIE INSPECTTON IS NEED£D. /NSPEC110NS WILL BE MAD TTIE NEXT WORK DAY UNLESS YOU REQUEST OTHl;RWISE. RE:QUESTS MADE AFTER 2: 00 P.M. WILL 81; SCHEDULE/} FOR 7WO FVLL WORK DA rs LATER. . ' . 16. THE OWNF:R AND/OR APPLJCANT mROU(,H TH! DEVELOPER AND/OR CONTRACTOR SHALL DE:SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING . SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL STATI/: AND FEPERAL SAFETY AND H£ALTTI STANDARDS, LAWS AND REGULATIONS. ' 17. THE CONTRACTOR $HALL CONFORM TO LABOR CODE SEC110N 5705 BY 'suBM/TnNG A DfTAIL PLAN TO me CIT'/ ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING. BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKF:R PROTECTTON FROM THE HAZARD OF CAVING GROUND DVRING n-1! EXCA VA 110N Or SUCH TRENCH OR TRE:NCHES OR DURING THE PIPE INST ALLA TTON n-lERE:IN. mis PLAN MUST BE PR£PARED FOR ALL TRfNCHES FIVE FEET (5J OR MORE IN D£PTH AND APPROVE:D BY THE CIT'/ ENGINEER AND/OR CONC£RNED AG/;NCY PRIOR TO EXCAW, TTON. IF'. mi;; Pl AN VARI£$ FRO/,( Tl-If SHORING sysm., STANDARDS ESTABUSHF:D BY THf CONSTRUCTTON SAFETY ORDERS. 111LE: 8 CALIFORNIA · ADMINISTRA nVE' CODE:. THE: Pt..AN SHALL BE PREPARED BY ~ RFG/S1FR£D FNGJNFER AT Tl-If CONTRACTOR$ EXP£NSI!, A COPY OF THE: OSHA f}8~t~H8~. Pf:RMIT MUST · BE SUBMITTED TO mE INSPECTOR PRIOR TO 18. NO BLASTTNG SHALL BE PERFORMED UNTTL A VALID BLAS11NG PERMir HAS BITN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA 110N FOR BLA$11NG PERMIT l\£LL IN A{)VANCE: OF mE SCHEDULING OF BLASnNG OPERA 1/0NS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WlmtN ANY WORK ARfA DURING CONSTRVCTTON, OPERA 1/0NS WILL C£ASE IMMEDIATELY, AND THE PERMITTEE: WILL NOTIFY THE CITY ENG/NE£R. OPERA 1/0NS WILL NOT RESTART UN11L THE PF:RMITTEE HAS RE:CF:IVE:D WRITTEN AIJTHORITY FROM THE CIT'/ ENGINEER TO DO SO. . . . . . 20. ALL OPERATTONS CONDUCTED ON THE SITE: OR ADJACENT THERETO; INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARnJRI! OR OPERA 110N OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTTON EQUIPMENT AND ANY OTHER ASSOCJA TED GRADING EQUIPMENT SHALL BE UM/TED TO mE. P£RIOD BETY,ffN 7: 00 A.M. AND SUNSET F:ACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA TTONS SHALL Be CONDUCTEO ON l\£EKEND5 OR HOLIDA rs. (A UST OF CIT'/ HOLIDAYS IS AVAILABLE: AT THtr !:;NG/NEERING D£PAR7MENT COUNTER.) · . 21. ALL OFF'-srrE: HAUL ROUTES SHALL Bl!! SUBMITTED BY THE: CONTRACTOR TO ~ CIT'/ ENGINEER FOR APPROVAL TWO FVLL WORKING DAYS PRIOR TO BEGINNING WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASll MATERIAL SHALL Bl! D£PO$ITED AT, A SITE: APPR0\1£D BY THE CIT'/ ENGINEER. THE CONTRACTOR SHALL BE' RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TTIE' HAUL ROUTES OR ADJACENT STREf1S AS A RESULT OF THE GRADING OPERA TTON, 2J. BRUSH SHALL BE REM0\1£D ONLY WITHIN THE AREA TO 8! GRAD£D. NO TREES ARE TO BE: RlcM0\1£D IJNLESS SPECIF/CALL'/ NOTED ON mE PLAN. i • 2,f.. ALL AR[AS SHALL BE GRADED TO DRAIN. GRADING RESUL nNG IN mE: PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHAL~ HA VE' A MINIMUM ONE PERCENT SLOPE:. . . . . 25. THESE PLANS ARE SUBJECT TO A SIGN£D AND APPR0\1£D SET Of EROSION CONTROL PLANS, £ROS/ON CONTROL SHALL BF: AS SHOWN AND AS APPR0\1£D B'f THE CIT'/ ENGINITR OR AS DIRECTED BY THE PROJECT INSPECTOR. ' 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE: TO PRODUCE A UNIFORM SURFACE: AND CROSS SECTTON. me SI TE' SHALL BE LEFT IN A N[AT AND ORDERLY CONDITTON. ALL STON£S, ROOTS OR OTHF:R DEBRIS SHALL BE. R£MOVE:D ANO DISPOSED OF' AT A SITE: APPROVED OF BY mE CITY F:NG/NEER. -, --· -I 27. ALL , SLOPF:S SHALL BE /RR/GA TEO; STABILJZED, PlANTEO AND/OR HYDROSEEDED WITH!N TEN (10) DAYS OF TTIE TTMF: WHEN ~ SLOP[ IS BROUGHT TO GRADE AS ~HOWN ON THE APPROV£D GRADING PLANS. . 28, LANfCAPING SHALL BE ACCOMPLISHED ON ALL SLOPF:5 AND PADS A$ REQUIRED : BY ;r .E Cl.Tr OF CARlSBAD LANDSCAPE MANUA(. THE LANDSCAPING PLANS FOR mis, PROJECT, DRAWING NO. 4-'51-11-, AND/OR AS DIRECTED BY me: CITY ENGINE£R OR PLANNING DIRECTOR. . I . . . I . ! : . I · · · . ·. 29. TTIE OWNER/APPLJCANT SHALL INSl,/RE THAT ALL . CONTRACTORS SHALL COORDINATE' THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND . IRRIGA TTON PLAN$ AND m,;; IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE: If/TH THE LANDSCAPtr MANUAL 1/ME: REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BF: REINFORCED CCNCRETE' PIP/!; WITTi A MINIMUM D-LOAD OF l,J50. FOR PRIVATE: STORM DRAIN PIPES, UP TO 15• PVC MAY BE: U11LIZED PROVID[O D[fTH 15 LESS THAN 15 FEET AND BACKFILLED WITH J/4• ROCK PER SDRS/) S-4. TYPE ·c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR SDR ;JS SOLID WALL PIP~ . • . . ·• . . . JI. WHERE AN EXISTTNG PIPE UNE IS TO BE: ABANDONEI) AS A RESULT OF THtr GRAD/NG OPERA110N, IT SHALL BE REMOVE:D WITHIN TWENTY FEET OF .BUILDING OR STREET AREAS AND .R£PLACED WITH PROPF:RL'I COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL 8£ PLUGGED WITTi CCNCRF:Tf; OR REMOVE:D AS APPROVE:D BY THE <;;!TY ENGINEF;R. : · , ·. JZ, ml! CONTRACTOR SHALL V£RIFY mE LOCA noN OF ALL EXISnNG FACILJTTES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE: SUFFICIEN7LY AHEA() OF GRADING TO P£RMIT me R£VISION OF me: GRADING PLANS IF' IT IS FOUN/) THAT THE A(in.JAL LOCATTONS ARE IN CCNFVCT WIIH THF: PROPOSED WORK, . ' , JJ. THE CONTRACTOR SHALL NOT/Fr AFFECTED U11LJTY COMPANIES (SEE BELOW) AT LEAST 2 f'ULL ' WORKING DAYS PRIOR TO STAR11NG GRADING NEAR m£tR FACILJ11,E5 AND SHALL GpORD/NATI/: THE: WORK Y>fTH A COMPANY R£PRES£NTATIVE. UNDERGROUND SERVICE ALERT (800 42Z-41JJ , SDG&/£ (BOO 660-734J AT&T [800 892-0123 TIME WARNER GABI.a 1 (760 4JIJ-7741 COX COMMUN/CA TTONS . I (760 806-9809 CITY OF CARlSBAD(STRE£TS & STORM DRAIN) (760 434-2980 'CITY OF CARLSBAD(SEWER, WATER & REa.AIMEO Wt, TER) (760 4-JIJ-2722 'SAN DIEGU/TO WATE.R DISTRICT · (760 6JJ-2650 'LEUCADIA WASTEWATER' DISTRICT (760 753-0155 'VALLECITOS WA 7ER DISTRICT (760 744-0460 'OUV£NHAIN WATER DISTRICT (760 lSJ-6465 '13U£NA SAN/TA noN DISTRICT (760 72(]-I J40 1 *AS APPROPRIA Tl/: J4. PERWT COMPLIANCE REqUIREMENTS: . A. FOR CON TROLLED GRADING -THE APPL/CANT H/RfS A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADV/Cl:, OBSERVE AN/) CONTRct TTIE WORK IN PROGRESS {1S. 16.120 A.BJ CARLSBAD MUNICIPAL CODE. I , B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -mE: FOLLOWING RF:PORTS MUST BE SUBMITTED TO THF: CIT'f ENGINEF:R VIA THE PROJECT INSPECTOR {15.15.12(} A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL R~ORT BY SUPFRV/5/NG GRADING £NGINEF:R STATING ALL GRAD/NI) IS COMPLETE:. ALL E:ROSION CONTROL, SLOPE Pt..ANnNG AND IRRIGA noN ARE INSTALLED IN CONFORMANCII WITH CITY CODE AND m,;; APPROVED PLANS ( OBTAIN $AMPLE Of COMPLIANCE LETTER f'ROM CIT'/ FNGINITRING D£PAR11>/ENT). (2) A.S-8UILT GRADING PLAN. .. •· · (J) R[PORT' FROM THE: SOILS . ENGINEER, WHICH INCLUDES RECOMM[NDED SOIL BF:ARINQ CAPAC/11ES, A STATEMENT AS TO THE EXPANSIVE QUAUT'f OF mE: SOIL, AND SUMMARIES OF FIELD .AND LABORATORY TE:STS. THE R£PORT SHALL ALSO INCLUDE A STA TEM£NT BY THE: SOILS ENGINEER THAT THE GRADING, WAS DONE IN ACCORDANCE: WITH 11!E REQUIREMENTS AND RECOMMfNDA nONS 01,inJNED IN! THE PRELIMINARY SOILS REPORT AND AN 'f SUPPLEMF:N TS THERETO. . , (4) ~ft~RT' WITH AS-BUILT ~OLOGIC PLAN, IF REQUIRED BY THE JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE: CITY F;NGINEER'S APPROVAL, THESE PLANS MAY BE: REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PlANCHECK FEES WILL BE: REQUIRED FOR ANY SUCH R£CHF:CK. ; ; ' 35. me: SOILS REPORT Tl 7LEP PRELIMINARY GEO TECHNICAL IN\IES11GA 110N & UPDATED PlAN PlAN. RfVIEW REPORT PREPARED BY: VINJE & MIDDLETON ENGINEERING, INC DA TED: S£P1FMBFR 15. 2004 <k QCWBFR 15, 2007 SHALL BE CONSIDERED AS A PART OF mis GRADING Pt.AN. ALL GRADING $HALL BF: DONE IN ACCORDANCE: WITH THtr R£COMMENDATTON$ AND SPECIFICA110N5 CONTAINED IN SAID SOILS RF:PORT. J7, IN ACCORDANCE '(,!TH m,r CITY SUSMP, ALL STOR/,f DRAIN INLETS CONSTRUCTED BY m,s PLAN SHALL INCLUDI! "STENCILS' 8£ ADDED' TO PROH/81 T WASTE: DISCHARGES DOWN~TR£AM. STENCILS .SHALL BE ADDED TO THE SA 11SFAC110N OF TTIE CIT'/ ENGINEER. ' . ,, ' . . •. . ' ' . -~ . . . . r "DECLARATION OF RESPONSIBIJ!l CHARGE" EROSION CONTROL NOTES I. IN CASE EMERGE:NCY WORK IS REQUIRED, CONTACT ----=B:..:.RU::..:CE:..=....:8::..A::.:K=[R.:..._ ___ AT (858) 679-6660 (PHONE NUMBF:R) 2, EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MAJ)£ AVAILABL[ AT ALL TTMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS $HALL BE STOCKPILED ON SITE: AT CONV£NIENT LOCATIONS TO FACIUTATE: RAPID CONSTRUCTTON OF TEMPORARY DEVICES WHF:N RAIN 15 EMINF:NT. J. DF:VICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENG/NEF:RING INSPF:CTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTRct DEVICES TO WORKING ORDER TO mE SA nSFACTTON OF THE CITY ENGINEER AFTER £ACH Rl,/N-OFF PRODUCING RAINFALL. S. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MF:ASURES AS MAY BE REQUIRED BY THE CITY /;NG/NEER DUE TO UNCOMPLETED GRADING OPERA TTONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS/;. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE: NECESSARY PR/;CAUTTONS TO PREV£NT PUBLIC TRESPASS ONTO AR£AS WHERI! IMPOUNDED WATERS CREA TE: A HAZARDOUS COND/110N. 7. ALL EROSION CONTROL M[ASURES PROVIDED PER THE APPROVE:D GRADING Pt.AN SHALL BE INCORPORATED HEREON. 8. GRADED ARf:AS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SI.OPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTTVE' DEVICES SHOWN SHALL BE IN PLACE AT m,r END OF E;:ACH WORKING DAY WHEN THE Flvf: (5) DAY RAIN PROBABILJTY FORF:CAST EXCEEDS FORT'/ PERCENT ( 40%). SILT AND OTHER bEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVl:L BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE:. 11. SHOULD GERM/NA TTON OF HYDROSEED£D SLOPES FAIL TO PROVIDE: l;Ff'EC11VE COV£RAGI!: OF GRADED SI.OPES (90.f COVERAGE) PRIOR TO NOVEMBER 15, n-lE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANC[ WITH SEC110N J5.02J OF TH[ EROSION AND SEDIMF:NT CCNTROL HANDBOOK OF TT-IE DEPAR1MENT OF CONSERVA 1/0N STA TE' OF CAUFORN/A. ' TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANE:NT ANO TEMPORARY EROSION CONTROL PLAN11NG AND IRRIGA110N SHALL BF: INSTALLED AND MAINTAIN£D AS REQUIRED IN SECTTON 212 OF THE STANDARD SPEC/FICA TTONS ANO mr FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: I. ALL SLOPES TT/AT ARE GRADED 6: I (HORIZONTAL TO VE:R11CAL) OR STE£PER WHF:N mF:Y ARE:: 2. a. n-lR[E ffET OR MORI! IN H[IGHT AND ADJACF;NT TO A PUBLIC WALL OR STRE[T. b. ALL SLOPES 4 FEET OR MORE IN HE/GHf. AR£AS GRADED FLATTER THAN 6: I WH£N ANY OF THE FOLLOWING CONDl110NS EXIST: a. NOT SCHEDULED FOR IMPROV£MF:N7S(CONSTRUCTTON OR GENF:RAL LANDSCAPING) WITHIN 60 DAYS Of' ROUGH GRADING. b. IDF:NTIFIED BY THE PARKS AND RECR£A110N DIRECTOR AS HIGHLY VISIBLc TO THE PUB/JC. c. HA VE' ANY SPECIAL CCND/110N IDEN11FIED BY fHE CIT'/ ENG/NITR THAT WARRAN TS IMMED/A TE' TRF:A 11>/EN f. 8. HYDROSEEDED ARF:AS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: . I. ALL SLOPES THAT ARE GRADED 5: I OR $TE£PER AND THAT ARE: 2. J. a. TT/REE TO [IGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTTONAL SYSTEM OF LOW PREC/P/TA TTON SPRINKLER HEADS PROVIDING 100~ COVERAGE:. b. GREATER mAN ll FEET IN HEIGHT SHALL BE WATERED BY A CONVENTTONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100~ COVERAGE AREAS SLOPED LESS TT/AN 6: I $HALL BE IRRIGATED AS APPROVE:D BY THE CIT'/ ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEM[ TO PROV/DI! /RRIGA noN TO THE CIT'/ ENGINEER. m,r PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE EL£MEN TS OF TH[ TTIE PROPOSED SYSTEM. IRRIGA 1/0N $HALL MAINTAIN mE MO/Sn.JR! LE\lfl OF mE SOIL AT THE OPTTMUM LEVfl FOR THE GROWTTi OF THtr HYDROSEEDED GROWTH. I HF:REBY DECLARE THAT Ii AM THE: ENGINEF:R OF WORK FOR THIS PROJECT, THAT I HA VE' EXERCISED RfSPONSIBLE CHARGE OV£R mE DESIGN OF THE PROJECT AS D£FINED C. IN SEC110N 670J OF THF: BUSINESS AND PROFESSIONS CODE, AND THAT TTiE DESIGN. IS CONSl~TENT WITH CURRt;:NT ~TANDARDS, . . . HYDROSITD/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING: I. SEED MIX SHALL CONSIST OF NO LESS n-lAN: a. 20 lbs. PER ACRtr OF' ROSE CLOVE:R I UNDERSTAND THAT THtr CHECK OF PROJECT DRAWINGS ANO SPECIFICA110NS BY THE CITY OF CARLSBAD DOfSi NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPON$/BIL/11ES FOR PROJE<;T DESIGN. FIRM: K if: S ENGINEERING ADDRESS: 7801 MISSION CENTER COURT SUITE: 200 CITY, ST, • A 9210a IE1..£PH araz· '.-;~~====;:;.:;;;d-~;t------ ' KAMAL S.' IS DA TE:: IZ-of. 117 R.C .• N0., __ 48=59=2 _ __,..,.... ________ _ REGISTRA 1/0N F:XPIRA 1/0N D.A, TE:: ..,.o,,,6(."'J"'D,t;;,,.2,,,00"'5 ____ _ 'I , , SOILS ENGINEER'S CERTIFICATE I, S. He./,g,' S, Sb<9r'1~t . · .. •·· , A RF:GISTFRED (CIVIL/ GEOTE:CHNICAL) [NG/NEER .OF Tl-IE $TATE OF CALIFORNIA, PRINCIPALLY DO!N(] 0USINE$$ IN iHtr FIE:LD OF APPLIE:D SOILS ME:CHANICS, HFREB'I CERTIFY TI-IA T A SAMPLING AND SllJDY OF Tl-IE SOIL CONDITIONS PREVALENT WITI-IIN T/-1/S SITE WAS MADE SY Ml£ OR UNDER MY DIRECTION BETWfEN rnr DA TES or a-2. . , 20<>4 AND ·· IQ-•S', 20S2,1.. TWO COPIES OF rn,r SOILS R£PORT co /LED FROM rn1s STUDY. WITH- RECOMM[NDATTONS, HAS 0EEN SU IT D TO J)jl~~~~rt(me Cl E:NGIN£ER. . : SIGNED',::· t~-!'.~ ,~~~;;:;:;;~~=:;:;;::;:~=:::;; G.E. /P. E. • I . /A TE: _ __,.,....,,._.,z...:,......_.__.:....__-.,--------li LIC£NStr EXP/RA TTON DA TE:: ' ' "' OWNER'S CERTIFICATE ' ' I ( WI: ) HERF:BY C£R TTFY IHA T A RF:GISTFRED SOILS £NGINEF:R OR GEOLOGIST HAS BEEN f)R WILL BE RF:TAINED TO SUPERVISE: OVF:R-ALL . GRADING AC11VITY . AND ' ADVISE ON Tl-IE COMPACnON AND STABILITY OF TI-/IS SITIS. I · . • ; / · · ,0 .L .4:,1M k"Jfl-l{l/4~? • i • . ' ,:C~ BAK£ · /-1~DA TE SOURCE OF TOPOGRAPHY . i TOPOGRAPHY SHOWN ON mE~ PLANS WAS GENERATED, BY !AND 2. J. b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALJFORNICA d. 4 lbs. PER ACRE OF' ACHILLEA MILLEFOUA ~. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1 /2 lb. PFR ACRE OF OIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCA 1/0NS WHERE THE AREA BEING HYDROSEEDED 15 NOT VISIBLE: FROM FJTHFR A PUBLIC STREET OR RESIDF:NnAL STRUCTURES. h. ITEM a OF mis SUBSECTTON MUST BE INOCIJLA TED WITT/ A NITROG[N FIXING BACTERIA AND APP/JED DRY F:ITHER BY DRILLING OR BROADCA$11NG BEFORE HYDROS£ED/NG. . L ALL SEED MATERIALS SHALL BE TRANSPORTED TO THF: JOBS/YE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DF:PARJMENT OF FOOD AND AGRICULnJRE CERTTFICATTON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINF:RS. J. NON-PHYTO-TOXIC WE:TnNG AGF:NTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETTON OF' THE CONTRACTOR. TYPE 1 MULCH APPLIED AT THE RA TE' OF' NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW., MAY BE SUBSTTnJTED, ALL OR PART, FOR HYDRAULICALLY. APPLIED Fl8£R MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO TTIE SLOPE BY MECHANICALLY PUNCHING NO LESS mAN 50~ OF THE STRAW INTO THE SOIL FER11LIZF:R CONS/$TTNG OF AMMONIUM PHOSPHATE' SULFATE', 16-20-0, WITH 15~ SULPHUR APPUED AT THE RA TE OF 500 lbs. PER ACRE R£AS TO BE HYDROSEEDED SHALL BE: PREPARED PRIOR TO HYDROSITDING BY: I. ROUGHENING THE SURFACE: TO 8[ Pt.ANTED BY ANY OR A COMB/NA noN OF: a. TRACK WAI.KING SLOPES STEEPER TT/AN 6: t · b. HARROWING AREAS 6: I OR Fl.ATTER THAT ARE SUFFICIENJLY FRIABLE. . c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVF:. . \ COND/110N/NG THE SOILS SO THAT IT IS SUITABLE FOR PLAN11NG BY: a. ADJUS11NG THI!: SURFACE: SOIL MOISnJRE TO PROVIDI! A DAMP. BUT NOT SATURATED SITO BED. b. THE ADD/110N OF SOIL AMENDMENTS, PH ADJU$7MENT, LEACHING COV£RING SALJNE SOILS TO PROVIDED VIABLF: COND/110NS FOR GROWTH. E HYDROSITDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTTL TH[ THE PROJECT IS PF:RMANF:N7LY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING 15 THE me PERMANENT LANDSCAPING, UN11L TH[ PROJECT IS COMPLETED AND ALL BONDS RELEASED. SURVE:Y METHODS!R0/.1 INFORMATTON GATHERED ON""'JU""'N"'-£ __ _ 20~ BY K~S.,~t,iNFER{NfJ TOPOGRAPHY SHOWN HEREON CONFORMS TO NA110NAL MAP ACCURAC'f ~TANDARDS. ·1· . · PROJECT LOCATION .· . . mis PROJECT IS LOCATED WI IN ASSfSSORS PARCEL, NUMBER(S) B!l K&S ENGINEER1NG Planning Engineering Surveying i 20:J-102 . 16 00 THE CAUFORNIA CQPR()INA TE' j INDEX OF THIS PROJ£CT IS; N · • JJ7 . i f 1585 ' ' (619)296-5565 7801 Mission Center Court, Suite 200 San Diego Ca. 92108 : 1,)~~!~;,,~)~~;c11:;{}~0~4::~~-e.3)~~~xi~~ ~n<Jinf~rin<3\0\:_96:2 ~RQ01.9w~. 11/,13/2097 4: 0~: 21 PM PST -·-~~-----· . . --~-I I 1---·~ -----r -· .(; i~ITT1 .. Tli1-----! , ;, i I,, I.I l 1 -------------.... , --; -,-,------, ---- CITY Of' OCEANSIDE HIGHWAV 71'1 NOT Tl) SCAL! . ~1-llOA CITY Of' VISTA 1l !i',~1.:i--~=--------t- \ PACIFIC ' OCEAN A'IIARA DR CITY Of' ENCINITAS VICINITY MAP NTS BENCH MARK DESCRIPTION: SET 2.5" DISK (STATTON NAME CL$8-IJO) LOCA 1/0N: SE CORNER OF DRAINAGE: BOX INLET AT THI! END OI' CURB REnJRN IN mE: NE: CORNER OF GRAND AV & WASHINGTON ST. RECORD£D: 5/18/2001 ELEVA 110N: 40. 91 DA n.JM: .LlN,,GVD"""2,,_g __ _ REFERENCE DRAWINGS DWG. NO. 140-5 OWNER\ DEVEWPER ' TAMARACK PARK, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY PO BOX 27781 SAN DIEGO, CA 92198-1796 OR. BRUCE B. BAKER, MANAGING MEMBER OF TAMARACK PARK, I.LC. 1YPB CASQA MP-52 DRAJN INSERT WORK TO BE DONE THtr GRADING WORK SHALL CONSIST OF' THtr CONSTRl,/C110N Of ALL CUTS AND FILLS. REMED/A~ GRADING, DRAINAGE FACILJ11E5, EROSION' CONTROL FACILJTTES, AND PlANnNG OF PERMANENT LANDSCAPING AND PREPARA TTON OF AS-BUILT GRADING Pt.ANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND mE: CITY STANDARDS. SPl;:CIFICA 1/0NS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl TEO ON THESE Pl.ANS. .. THE GRADING WORK SHALL BE PF:RFORMED IN ACCORDANCE WITH m,r FOLi.OWiNG DOCUMF:NTS, CURRENT AT THE 1/ME OF CONSTRUC110N, AS DIRECTED SY THE! CITY ENG/NE[R. 1. c;ARLSBAD MUNICIPAL CODtr 2. CITY OF CARLSBAD ENGINEERING STANDARDS J, THIS SET OF PLANS 4. RESOLUnON NO. RP 04-11 DATED APRIL 04. 2006 S. TH! STANDARD SPECIF/CA 1/0NS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK). ·. . t,, SOILS R£PORT AND RECOMMENDA TTONS BY VIN.IE & MIDDLETON £NG/NEERING. INC ____ DATED SEPTEMBER 1.5, 2004 & OCTOBER 1.5, 2007. , 7. THtr SAN DIEGO REGIONAi. STANDARD ORA WINGS AND A$ MAY 8! MODIFl~D BY TTIE CIT'/ OF CARLSBAD STANDARDS. ·· . . · a ~L!(JtNtA coAWk COMM1ss10N DEVflOPMENT PERMIT coNDmoNs 9. £NVIRONMENTAL APPROVAL DOCUMENTS DATED N/A 10, STORM WATER POL.LUTTON PRi;V£N110N PlAN PRQ>ARED BY N/A .· DA TED WDIO NO. 9 J75 N 'A ------ 11. STORM WATER MANAGEMENT PlAN PR£PARED BY K&S £NG/NEERING . DATED MARCH 2007 5\/'IMP 07.14' 12. CALJFORNIA STORM WATER QUALJT'f ASSOC/A110N BMP CCNSTRUC110N HANDBOOK AND CAL TRANS CONSTRUCTTON SITI/: BMP MANUAL. . DESCRIPTION PROPERTY BOUNDARY EXISTING SPOT ELEVATIONS EXISTING A.C. PAVfMENT EXISTING lREE EXl.51/NG CONTOUR EXISTING STREET GRADE DIREC110N OF FLOW LEGEND DWG.NO. SYMBOL QUANTITY .---210----- - PROPOSED RETAINING WALL (SEPARATE; PERMIT REQUIRED)•=-11::1■ 980 SF 11· PVC 5.0, PIPE: m.o~ MIN. (UNLESS OIHERWIS! SHOWN) PROPOSED ELEV A TION SOR-JS PROPOSED 8' CLEAN OUT BROOKS (OR ~QIJAL) PROPOSED 12·x1 z• CATCH BASIN BROOKS (1212 SF:R/£$ W/FOSSIL flLTER (OR £QUAL) i'ReP0SES-t')(z4'-mENCit"ORAJtt-i>0t:'ffl/l.~ ~~i:RIEs) i()ltttl~J\t)- 2'};_' ;(?: PROPOSED ffiffB"" CATCH BASIN BROOKS OR EQUAL W/Tlf COVE:R . BUILDING PER ARCHITECTS SITE' PLAN DRIV£WAY PAV£MENT PER ARCHITECTS SITE PLAN REQUIRED TRE!TIIENT CONTROL BMP TABLB DESCRIPTION OllN~BIP PRIVATE IWNTENANCB AGREEMENT BMP MAINTENAN AGREEMENT n)rlp II ip§' p jj [gJ SBEll? NO, 2 ' IWNTENANCI . FREQUENCY AF1ER EACH RAJ/I £V£NT, SEMI-ANNUAU. Y, MAY ct ocr. EARTHWORK QUANTITIES CUT: 18 C. Y. SUSMP PROJECT PfilORITJ ___ Hl~•H~PRJ_Oc..R_ff~Y- FILL: J65 C. Y. !/./PORT: J47 C. Y. REMEDIAi.: 82J C. Y. G REDEVELOPMENT APPROVAL , . EARTHWORK NOTES; EARTI-IWORK QUANTlnES SHOWN AR£ ) FOR F:$TIMATING PURPOSE:$ ONLY. ~~-' / DATE:/ j}--P8 ACTUAL QUANnTIES MA'I VARY DUE 4_ ~ TO SHRINKAGE:, LOSSES DUE TO CLEARING • DA'l'El / / 2/cl~ t-R-.Effe-V~l-~D-fµ,__Y_· ......,,. .. ----------1 OPERATIONS, COMPACTION, SEffiEMENT, ETC. .&, Ii /4 CONTRACTOR SHOULI) VERIFY . r . / /I lo QUAN Tl nES PRIOR TO Bf DOING. REC0llllENDl!D BY: ~J/A I d/L IIA~ '3 , (PIIINI NOO!T INSPECTOR DATE l<.l>S ADDED t G-ATGli SA$11J ReMO\lfD t---t---l-;';TS;tEaSNal~D;;i.;RA;:e':ltJ'i-'',_'.:RE,.::LOG~/l.~~~O>J~OP~5~lllew.!:;.!!p~:!:.!Ll<~t---t----.i---.i--1 ~. CITY OF CARLSBAD I SH3EETS I DA TE INITIAL ENGINEER Or WORK UNDER .l>~AIN f'1i:ies, 1<!1:1..0CATIOJJ CP. Ll_j ENGINEERING DEPARTMENT lRR16'-TION ~t'EA MerEll, APPf.D C-~RIETI= ~G;:RAD~;:IN~G,.'::;:A,N;:D~E~R~O:;SI;;O~N;::, C;:O;;N:;';T.;;R::;'O;-..L::;P;';;LANS:';';';:;;:::;FO;:;:::;:R:~=== A~E;A ~M~SVIL-T" 2737 MADISON STREET DATE INITIAL DATE INITIAi. REVISION DESCRIPTION OTiil;R APPROVAL CITY APPROVAi. 4 TOWNHOUSE UNITS OWN ElY: --'----' CHKD ElY: ~L\? RVWO BY: J: ~ , __ I ' PROJECT NO. MS 04-17 DRAWING NO. 451'-lA • i I • ,, ,, I ,! ' .j I ' • ' . EXISTING MASONRY WALL ±52.4 TW ±47.9 FS PL 1.6' -,·-·--,,·· ... ,,. ~ .·•· ., 50.83F'!.. () S7£11 WALL ·<cwA~ PROOF FF'-50.5 '-"· -. PROPOSED WALL ·· ,.. PER STRUCTIJRAL ENGINEER (SEPARATE PERMIT REQUIRED) -.1 · FX.AC _ .. ,,.~ .. . . . " . _:..---PROPOSED CONCRETE PAVEMENT PER SOILS ENGINEER. I EXIST. GRADE rr .. ::' . ± 48.00 SECTION A --PROPOSED 12• X 5"-A X 75' SINGLE BOX CUL~RT (PER SORSD. D-76A) EXISTING MASONRY WALL ±52.5 TW ±48.0 FS EX. A.C, PL NTS 50.67TW ----PROPOSED a• CONC. BLOCK RETAINING WALL (SEPARATE PERMIT REQUIRED) SECTION 8 NTS EXISTING 6' WOOD FENCE 51.34 CONCRETE ±47.7 FG • -ci,'-;·_,f· .,~·j\:,.j_-~fii~~~ ... -:'oi)'. ,:~, '--_j_·;_'--=. -,~ ~'.-:,,~'~--~--·~,f ~~-'-~~'!'C)flfa'l(Jl1i~•• '-~--~--~·~· =--~ ~-~ .. --~ ., .,._· - • I APN 20J· 102· 10~00 £x. BU/lD!NG FF=48.05 ·- 0.5DTC 4 . -t=- 48.65TG 47.541E "<l' q, ' ~+,,. £X. WALL : PROPOSED 12" x 5'-,::sJNGLE BOX E:XIST/NG BL()CK WALL 48.00{} __ PROP0~'2"X12' C.8. ---52.(}6TW ; CUL'/ERf -~:5,r'(l'ER SDRS ~16A)--- j!TH fOSSIL ALTER APN 203-182·08-00 -41.900- . oO_., SEE DETAIL RIGHT EX. A.C, PARKING ----~ ~' ~1 ·r ~~------------47.ann ...._,.__ Ql ' ,:i\l , NOTE TO CONTRACT08 --- "> , ~1 ~ PROPOSED PRIVATE STORt,t DRAIN SYSTEM TO BE BUILT PER APPROVED 'z:,----......_ EXISTING 1-:_·<fj, ___ ----'----r------{~~lfo~~~~~M• +t~~~~~~~i~N~O M~~ BE 6 + ....__,,~ALK p I ~1 ~\)() CONSTRAINTS. ----...________ ,,. ' --ti 6',t EXISTING MASONRY + WALL .S' ±52.4 TW ':• H=:l:4.5' 49.53 48.65 TO 4 .7 I Ell A.C ±47.9 FS EXIST. GRADE . ± 48,00 PROPOSED WALL PER STRUCTIJRAL ENGINEER (SEPARATE PERMIT REQUIRED) ,.-·-PROPOSED CONCRETE PAVEMENT PER SOILS ENGINEER PROPOSED 12' X 5°-A X 75' SINGLE BOX CUL~RT (PER SDRSO D-76A) ...___ PROPOSED 12"X 12" CATCH BASIN WITH FOSSIL FILTER • SECTION D (BROOKS DR EQUAL) I TS . 2.24' GRAPHIC SCALE ( IN FEET ) 1 inch " 10 ft. 46;41Fl 46.44 47.85 0 --4-{~ + ~6~.6~2~UP~1 ~I "'~ I -------------------------------------·· I $ 'c,, g ~ ;;' ;~/~I S3 t:;, ~ ~ ~ C) ~ l,J -1li ~ '< l,J SEWERE .+Al~ TO BE ErENDED \ AIN ER ::1-i-~ffi~~cIB~~"W 2 &}'_,, 't> ~I ... ?' <O 0 °' I 0 I 2 06.37 Cl OF W PER SD G-F ,;., 2821.2 PL .,..__REMOVE EXIST. WATER METER & LATERAi. ?. ,. .. .. l+-AR-+u ~ t-L-1;,_s_T--H-1 s +--I---s SMH RIM 47 2 IE 42.7 GV GV 8©GV GV GV I-+----w ~ ·~ -~ .,,, " C' 41 1 § I -" ;..a .... ~ 0 REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY I 2. +EA.'-FLOGARD CATCH BASIN INSERT ftee;i.RE) ffiENel I BRl\iN-lNSERl'-+,r..., . . . . . -. ____. DPEO 1 CATGII ~Ii-I, ~El'IO\IEO UIJDER DAAIN Pll'SS, $.WGATION Of' · NOTES 1. AU.. SURFACE DRAINAGE SHAU.. BE DIREClED A MINIMUt.t OF 2 PERCENT AWAY fROt,t lHE BUIL.DING{S), DRAINAGE WllHIN 1.ANDSCAPE AREAS SHALL BE PURSUANT TO lHE 1.ANDSCAPE ARCHITECTURAL Pl.AN, IF t.ANDSCAPE PLANS ARE NOT REQUIRED, lHE CONTRACTOR SHAU.. TAKt AU.. MEASURES NECESSARY TO INSURE lHAT NO PONDING Or WA ltR OCCURS IN lHE Pt.ANTER AREAS. lHE FINISHED GRADE l'lllHIN t.ANDSCAPE AREAS ADJACENT TO lHE BUILDING SHAU.. BE 5• BELOW 1HE FINISHED A.DOR, WATERPROOflNG AND/OR A STEMWAU.. IS REQUIRED WHEN 1HE FINISHED GRADE IS LESS THAN 5• BELOW 1HE FINISHED A.DOR ANO DEEPENED FOOTING$ ARE REQUIRED WHEN 1HE FINISHED GRADE IS MORE lHAN 5• BELOW 1HE RNISHED A.DOR. 2. THI;'. sue DRAIN FOR lHE RETAINING AND/OR KEYSTONE WAU..S, AS SPECIFIED BY 01HERS. SHAU.. BE CONNECTED WITH POSITI'I!: A.OW TO A DRAINAGE SYSTEt,t OR CURB OUTI.ET, 50.00TC OVERFLOW OPENING 49.53 TOP 2• ORFICE 48.701E PROPOSED 12" X 5"-A X 75' SINGLE BOX CUL~RT (PER SORSD D-76A) CATCH BASIN DETAIL NTS AL S 6wEIS R E 4S5q2 ..S-7-h/q DATE RE.:\1w_D ~~Y-::,1 ~ ~ fb1/t•. INSPECTOR DA TE ~ CITY OF. CARLSBAD I SHEETS I ~ . ENGINEERING DEPARThfENT 3 GRADING & EROSION CONTROL PLANS FOR: 2737 MADISON STREET K&S ENGINEERING Planning Engineering Surve~ng ENGINEER ))F WORK 4 TOWNHOUSE UNITS APPROVED: DAVID h~ DATE: '"'. NTS cl' . .. . ,, 1 · '. I ,, '.' . I .. , , . I : 11 (619)296·5565 7801 Mission Center Court, Suite 100 San Diego, CA 92108 I DA TE INITIAL ENGINEER QI' WORK DEPUTY CITY ENGINEER PE 33081 EXPIRES 8/ /08 REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. MS 04-17 DRAWING NO. 451-lA I- VJ a. :a; a. 8 ~ r-1 I I ' . .:: , 1: l: l" Ii ! i' \ ' ! ··c-1 .. 020608 11 ' i I :-'. r -, >:~--,r·-;----'·'i::, l '11, 11 I 11 I I I ' ' Ji'I ' ,I I -.--i-----.. ,--•------.----"" -----,.----------------·~ .·.:-,-·-. -~---~~, .· ' ·1 -1 GRAPHIC SCALE ( OJ FEET ) l inch ~ 1D ft. EX WALL 5Z66TW"-._ . • • I• .,_ • ·J' J • -~ ◄.,. ~ .. -':..· ,•, • • :, •• ' •• ..i. ,i•: . . . . j • • a• • .. . ' , • STf/1 WA1.I. . • • ·<>:·!fA)l:II PRO . • • . . I • • • -~===II .... --ry .. .. ·6' .. • 1',,,_,, Ff~SO.!S • • k "> ·>,;- I • • • • • • BMP MAINTENANCE PROGRAM TABLE fiolmNE ACTIONS 'f''"'•• , .. :,;,,. -!' ' ' , , .~ 4 •" l . . ' • • • ~ FOSS/ PE I • • • • Ex. BUILD/N0 Ff:=48,05 • • • STRUCTURAL INTEGRITY /JF INSER BROKEN 0/1 DAHACDJ INS£RT WITH VISIBU! SEMI-ANNUALLY. MAY AN/I [JCTaB[/1. IIEPlACE: [NS[Rf. C[]IITACT .VENDOR m DEVELOP PREVE:NTAT 1 RIPS TrARS GASll[S ANDI/JR FALLEN ll[IJIA. PRDC£IIURfS. ffffCT RfPAIRS WITH/II 10 WORKING AYS. ANNUAL RENfllAL £JF AI!SORBENt [NB \,I[ S ANNUALLY Bff/JR£ W£T SEASON. RE!IDVE CHARACTERIZE AND PROP£fftY DISPD~ IT SPENT !/£DIA. 11£DIUII. • ; REPLACE: ADSORBENT !/£DIA BffOl?E'. START IT W£T SEASON. r I I] I ,1 ' : i • • • FF•50.5 50.30 . ~. --·------------ • • (619)296-5565 • • • • • K&S ENGINEERING Planning Engineering Surve)'ing 7801 Mission Center Court, Suite 10J! Son Diego, CA 92108 "' +,,,_, . .,, ~ I ) 47.85 • 4 + ,,., ·$' - . i ... ., •··lo.: ..... , ; ' ••. • • I 9 ENGIN_EER OF WORK • 48592 DATE 4 .9 ~s .. o. -"' a, 0 0 '5-, ·> 'b :t, ~\ <::, ~ -... ~ Q I STRE T WEEP NG & VAC U NGS .7 ~ (;j ~ )ll CJ -rii ~ -< CJ ~-----------·• _,, ___ c·----,. . L DESCRIPTION LEGEND QUANTITY STABILIZED CONSTRUCTION ENTRANCE 1500 Sf DIRECTION OF SWALE GRAVEL BAGS BERM STORM DRAIN INLET PROTECTION HYDROSEED SILT FENCE NOTE: 520 £4 ' £4 9,755 S, 465 l.F' CONSTRUCT SEDIMENT BARRIER ANO CHANNELIZE RUNOFF TO SEDIMENT "JRAPPING DEVICE, . SYMBOi,, IF11 SEDIMENT TRAPPING l!::==:!J DEVICE CASQA DETAILS TC-1 sc-10 . ~I ,:, .---B ' MATCH EXIST. GRADE / '-... 25' MIN. 50' MIN PLAN N.T.S. 20' MIN, STABILIZED CONSTRUCTION ENTRANCE ~--12' MIN • ~~~f~JW-?RfSE SOILS ENGINEER CORRUGA TEO STEEL PANELS 2' MINUS CRUSHED AGGREGA T! , ", ..,___ REMO>[ EXIST. WA m; ac LA1ERAL --+.....-1-- AR UC ~Li ST ~ 0 1~--;-s ~-+s::+-t=====--s ~t/f 47 2 IE 42.7 GV GV ~©GV GV GV 1-1-----w U) CJ • AS· BUILT' DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION □TIER APPROVAi. Fll TER FABRIC SECTION A·A N. T.S. ---12' MIN. 2' MINUS CRUSHED AGGREGATE EXISTING GRADE SECTION B-B N.T.S. DA Tl INITIAL CITY APPROVA~ IL TH INSPECT DR J'..7.2010 DATE slt1bo DATE ~ CITY OF CARLSBAD I SHEETS I L.3._j ENGINEERING DEPARTMENT 3 GRADING & EROSION CONTROL PLANS FOR: 2737 MADISON STREET ♦ 'l?OWNHOUSE UNIT5 APPROVED: DAVID A. H DATE: / DEPUTY CITY ENGINEER PROJECT NO, DWN SY:-~~ CHKD BY:~ RV'w'D BY,...J.1.3,_ MS 04-17 DRAWING NO. 451-lA I-C,') 0.. &: ()', i" ,..._ I!? C\I ,..._ O' 0 C\I ' ~ ' .... .... 0, 3 J ~ ~ C\I <.J) 0 I v 0 / lJ z c2 ~ lJ z w _J 1 H t.... / 0, 3 " / ~ I ~ ~ I v) I- (.J w 7 ~ 0. / ~ I d +' d " ~' ~ \ ' l ' I • ' ' ; ! ::: / ) .. ', /' ,., ,., I