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HomeMy WebLinkAboutDWG 436-7A; PD 05-15; LOT 267 AVIARA; 01-03GRADING NOTES (IN ADD/DOH TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPfRSfDES ALL 01//£R PLANS PREVIOUSLY APPRO\£D BY THE CITY OF CARI.SBAO REGARDING GRADING SHOI\N ON THIS SET OF PLANS. 2. APPROVAL OF 1HIS PLAN OC£S NOT LESSEN OR WAI\£ ANY POR710N OF THE CARLSBAD MUNICIPAL CODE, RESOLU710N OF CONDIDONAL APPROVAL, CITY STANDARDS OR 01HER ADD/DONAL DOCUMENTS LISIED H£REON AS 1HEY MAY P£RTAIN TO 1HIS PRO.ECT. 1HE ENG/NE£R IN RESPONSIBLE CHARGE SHALL REVISE 1HESE PLANS WHEN NON-CONFORMANCE IS DISCO\£R£D. J. CITY APPROVAL OF PLANS OOES NOT REUE\£ THE D£VELOP£R OR ENGINfER-OF- IIORK FROM RESPONSIBILITY FOR 1HE CORREC710N OF £RRORS AND OMISSIONS DISCOVffiED DURING CONSfflUC710N. ALL PLAN REVISIONS SHALL BE PRO/JPIL Y SUBM/TmJ TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM 1HE CITY ENGINEER IIILL BE REQUIRE/} FOR ANY IIORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A C£R71FICA TE OF INSURANCE MUST BE FIL£1) NAMING 1HE CITY OF CARLSBAD AS AN ADD/710NAL INSURED ON THE: PERM/TTIT'S POI.ICY IN THE MIN/MU/ti AMOUNT OF lf,000,000.00 FOR EACH OCCURRENCE OF LIABIUTY. THE: INSURANCE COMPANY WRJnNG THE POLICY MUST HA\£ A RATING CF "A" Oil BEDER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA 7/NG GUIDE. 5. UNLESS EX£MP1ED BY S£C710N 301.(b)S OF THE UN/FOR/ti BUILDING CODE, RETAINING WALLS OUlSJDE OF PUBLJC RIGHT OF WAY REQUIRE SEPARATE P£RM/TS FRO/,/ THE BUILDING D£PARTM£NT. 6. NO WORK SHALL Bf COMM£NC£0 UN71L ALL P£RMITS HA\£ BEEN OBTAINED FRO/ti THE CITY AND OTHER APPROPR/A TE AGENCIES. 7. APPROVAL OF 1HESE PLANS BY 1HE CITY ENGINEER DOCS NOT AUTHORIZE ANY IIORK OR GRADING TO 8£ P£RFORMED UN71l TH£ PROPERTY O'itN£R'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 1 a NO REVISIONS IIILL Bf MADE TO 1HESE PLANS WllHOUT THE M?ITTEN APPROVAL Of 111£ CITY ENGINEER, NOIED WITHIN 1Hf REVISION BLOCK, ON THE APPROPRIATE SHEET Of THE PLANS ANO 1HE 71 Tl£ SHEET. 9. ORIGINAL DRA'IIINGS SHALL BECOME: THE PROPERTY OF THE: CITY UPON Bf/NG SIGNED BY THE CITY ENGINEER. 1a 1H£ ORIGINAL DRAWING SHALL Bf REV/SW TO REFI.ECT AS-BU#..T CONDl710NS BY 1H£ ENG/NE£R-Of-WORK PRIOR TO FINAL ACCfPTANCE Of 111£ WORK BY THE: CJTY. ti. ACCESS FOR RR£ AND 01//£R EMERGENCY \£H/Ct..ES SHALL 8£ MAINTAINED TO 1H£ PRO.ECT SITE AT ALL TIMES OUR/NG CONSTRUC710N. 12. 'MIER£ fflENCHES ARE 'MlHIN Cl TY EA SEMEN TS, A SOILS R£PORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPAC710N CUR\£5; SHALL Bf SUBM/TmJ BY A PROFESSIONAL ENG/N££R CF 1H£ STA TE CF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE: FJa..D Of APPl..l£D SOILS MECHANICS. 1H£ SOILS REPORT IIILL BE SUBMITTED TO THE: CITY ENGINEERING INSPECTOR 'MlHIN 7WO WORKING DAYS Of 711E COMPLEllON Of FJa..D TEST5. 13. A SOILS COMPAC710N REPORT ANO COMPUANCE \£RIRCA710N REGARDING ADHERENCE: TO RECO/JMENDA 7/0NS OLJ1l.JN£D IN 11/f Sotl.S REPORT IS REQUIRED PRIOR TO 1H£ ISSUANCE OF A BUR.DING P£RM/T. ALL CONfflOLL£1) GRADING SHALL BE DONE /iNOCII 1Hf DIREC710N Of A PROffSS/ONAL ENGINEER OF 711£ STA TE Of CALJFORN/A PR/NC/PALLY DOING BUSINESS IN 1H£ FJa..D OF APPLIED SOILS MECHANICS. ALL FILL OR FUWRE RLL AREAS SHALL 8£ CONSfflUCIED IN ACCORDANCE 'MTH THE CITY Of CARI.SBAD STANDARD SP£CIFICA710NS AND 1Hf • EARTHWORK SP£CIFICA 7/0NS " ATTACHED TO 1H£ PRELIMINARY SOILS IN',£S71GA710N. DAILY F1£J..D COMPAC710N REPORTS IIILL 8£ SUBIJ/TmJ TO 1HE PRO.ECT INSPECTOR. 14. A P8£COI/S1RlJCTION /JffUNG SHAI l Rf HR Q Ar IHE SIIE PR!QR TO Tllf BfGJl{NING OC H08K ANO SHAii Bf A D[NQEQ BY All Rf PRESfNTA 111,£$ RESPONS/81..£ FOil CONSfflUC710N, INSPEC110N, SUPERVISION, TES71NG AND ALL 01Hf8 AsPfCIS OF 11/f OORK, THE CO/'/fflACTOR SHALL SCI/EDU!£ 1H£ MEE71NG 1HROUGH 111£ INSPEC710N LINE ((760)438-3B91) AT /EAST R\£(5) WORKING DAYS PRIOR TO STAR71NG CONsmucnON. APPRO',£D DRA'I\INGS MUST 8£ AVAII.ABL.£ PRIOR TO SCIIEDULJNG. A COPY Of 1Hf GRADING PfRUIT 1111.L BE PROV,D£D BY THE: PRO.ECT INSPECTOR AT 1HE MEE71NG. 15. All /NsPfCTION RfOl/fSIS QlHfR 1HAN FDR PRFCDNS1RlJCTIQN /Jff11NG 11111 Bf MA/Jf BY CAI I/NG Il:IE fNG/Nff/1/NG 24--HQIJR INSPfCllON REOllfST I /NE AT (z6Dl ~JB-3891 INSPEC110N RfQUESIS A/UST Bf RfCEl)lfQ PR!QR TO 2; OQ P.!L ON THE DAY BEFORE: 711£ /NSP£C710N IS NEED£D. INSPEC710NS IIILL BE MADE 1HE NfXT IIORK DAY UNLESS YOU REQUEST OTHER'MSE: REQUESTS MADE AFTER 2, 00 P.M. IIILL BE SCH£DUL£1) FOR 7WO FULL WORK DA l'S LA T£R. 16. 711E OWNER AND/OR APPLICANT THROUGH 1H£ D£1£l.OP£R AND/OR CONTRACTOR SHALL DESIGN, CONSfflUCT AND MAINTAIN ALL SAFETY D£WCE5; INCLUDING SHORING. AND SHALL Bf SOLa. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND Ff/Jf.RAL SAffTY AND HEAL TH STANDARDs; LA ws ANO REGULA noNS. 17. 1HE CONTRACTOR SHALL CONFORM TO LABOR COi)£ SEC710N 6705 BY SUBMJmNG A OCTA#.. PLAN TO 111£ CITY ENG/NffR AND/OR CONCERNED AGENCY SHO'MNG 1H£ [)£SIGN Of SHORING, BRACING SI.OPING OR 011/[R PROVISIONS TO 8£ MADE OF WORKER PROTEC710N FRO/ti THE: HAZARD Of CA \I/NG GROUND DURING 1H£ EXCAVA 710N OF SUCH mENCH OR 1RENCHES OR DURING 1H£ PIP£ INSTALLA 710N 1//£Rf/N. THIS PlAN MUST Bf PREPARED FOR ALL TRENCHES RI£ FEET (5J OR MOR£ IN D£PTH ANO APPRO\£D BY 1H£ CITY ENG/N££R ANO/OR CONCERNED AGENCY PR/Oil TO EXCAVA710N. If 1HE PlAN VAl?IFS ERQM THE SHOR/NG S)'.Slfll STANDARDS ESTABLJSHED BY THE CONsmucnoN SAFETY ORDERS. 7171.£ 8 CALIFORNIA ADMW/STRAllVE CODE, THE PLAN SHALL Bf PREPARED BY AN ENGINEER AT THE CONTRACTORS EXPENst A COPY Of 1H£ OSHA EXCAVA 710N P£RM/T MUST 8£ SUBMIT7UJ TO THE INSPECTOR PRIOR TO EXCAVA 710N. 111 NO BI.AS71NG SHALL 8£ COMMENC£0 1117110UT A CITY ENGINEER APPRO\£D BI.AS71NG PROGRA/tl. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'MTHIN ANY WORK AREA DURING CONSTRLJC710N, OPERA 7/0NS IIILL CfASE IMMEDIA 7R Y. AND 1Hf PERMITJIT IIILL NOTIFY 1H£ CITY £NG/NEE/I. OPERA 7/0NS IIILL NOT R£START u1mi TH~ Pt;Rl,/ITJ[f: HAS REC£/1£1) 'ltRJTTEN AUTHORITY FROII 1Hf CITY ENG/N££R TO DO SO. 20. ALL OPERA 7/0NS CONDUCTED ON 1H£ S/Jf OR ADJACENT THERfTO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPAR71JR£ OR OP£RA710N Of muCKs; £AR1HMO\IING EQUIPMENT, CONSTRLJC710N EQUIPMENT ANO ANY OTH£R ASSOC/AlfD GRADING EQUIPMENT SHALL 8£ UMIIED TO 711£ PERIOD BE71\f:£N 7: DO A.M. AND SUNSET f:ACH DAY. MONDAY THRU FRIDAY ANO NO £AR1HMO\IING OR GRADING OPERA710NS SHALL BE CONDLJCIED ON i',££KENDS OR HOLIDAYS. (A UST Of CITY HOLIDAYS IS AVA#..ABLE AT 1HE £NG/NEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY 1HE CONTRACTOR TO 111£ · CITY ENGINEER FOR APPROVAL 7WO FULL WORKING DAYS PRIOR TO BEGINNING OF !!2BK.. 22. 1/.IPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL Bf D£POSITED AT, A SITE APPRO\£D BY THE CITY ENG/N££R. THE CONTRACTOR SHALL BE RESPQNSl8f.E [QR ANY DEBRIS QR DA/JAG£ OCCURRING ALONG THE HAUL ROUlfS Oil ADJACENT STREETS AS A RESULT OF 111£ GRADING OP£RA710N. 2.J. BRUSH SHALL BE R£MO\£D ONLY 'MlHIN 1Hf AREA TO 8£ GRADED. NO TREES AR£ TO BE REMO\£D UNLESS SPECIF/CALLY NOIED ON THE: PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESUL 7/NG IN 1H£ PONDING Of WATER IS NOT PfRMITmJ. ALL £AR1H£N SWALES AND DITCHES SHALL HA',£ A MINIMUM ONE P£RC£NT SI.OPE. 25. 711ESE PLANS AR£ SUB.ECT TO A SIGNED AND APPRO\£D SET OF EROSION CONfflOL PLANS. EROSION CONfflOL SHALL 8£ AS SHOWN AND AS APPRO\£D BY 711£ CITY ENGINEER OR AS DIRECIED BY 1H£ PRO.CCI ~CTOR. 26. ALL SI.OPES SHALL 8£ ffl/MMED TO A FINISH GRADE TO PRODUCE: A UNIFORM SURfACE AND CROSS SEC710N. 1H£ SITE SHALL Bf L£FT IN A NEAT AND ORDERLY COND/710N. ALL STONE5; ROOTS OR OTHER DEBRIS SHALL BE REMO\£D AND DISPOSW OF AT A Sllf APPRO\£D Of BY 1Hf CITY ENGINITR. 27. ALL SI.OPES SHALL 8£ /RR/GA !ED, STABRJZED, PLANTED AND/OR H'rVROSEfl)fl) 'MTHIN TEN {10) DA \'S OF 1Hf 71Mf WHEN EACH SI.OPE IS BROUGHT TO GRADE AS SHOWN ON 1H£ APPRO\£D GRADING PLANS. 211 LANOSCAPING SHALL BE ACCOMPLISHED ON ALL SI.OPES AND PADS AS REQUIRED BY 111£ CITY Of CARLSBAD LANDSCAPf: MANUAL, 111£ LANDSCAPING PLANS FOR THIS PRO.ECT, DRA'wlNG Nr> N/A , AND/OR AS DIRECTED BY 1H£ CITY ENGINEER OR PLANNING DIRECTOR. 29. THE: OWNER/APPLICANT SHALL INSUR£ THAT ALL CONfflACTORS SHALL COORDINATE 111£ WORK OF THESE GRADING PLANS WITH THAT SHOI\N ON 80111 THE: LANOSCAPE ANO /RR/GA 710N PLANS AND 1H£ IMPRO\£MCNT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE VIITH 1HE LANDSCAPE MANUAL 11ME REQUJR£M£NT5. Ja STORM DRAIN PIP£ SHALL Bf R£/NFORC£D CONCRETE PIP£ W/111 A MIN/MU/ti D-LOAO OF 1,350 OR ASBESTOS CEMENT PIPE WITH A MIN/MU/ti D-LOAO OF 2,000. FOR PR/VA TE STORM DRAIN PIPES. UP TO 15' PVC MAY BE: U71LIZED PROVIDED DEPTH IS LESS THAN 15 fffT AND BACKFILLED WITH J/4' ROCK PER SDRSO 5-4 T'fP£ •c• AND PIPE MEETS AS7M STANDARD 30J4 FOR SDR 35 SOLID WALL PIP£ 31. WHERE AN £XJSTING PIP£ LINE IS TO BE ABANDONED AS A RESULT OF 1H£ GRADING OPERA noN, IT SHALL BE REMO\£D WllHIN 1\11:NTY FEET OF BUILDING OR STREET AREAS ANO R£PLAC(!} WITH PROPERLY COMPACTED SOILS. IN 01HER AREAS 1HE PIP£ 'wlLL 8£ PLUGGfD WITH COi/CRETE OR REM0\£0 AS APPR0\£0 BY 1HE CITY ENGINITR. 32. TH£ CONTRACTOR SHALL \£RIFY THE LOCA710N OF ALL EXIS71NG FACJLl71£S (ABO',£ GROUND AND UND£R GROUND) 'N/1111/'l 1H£ PRO.ECT SITE SUFF/CIENILY AHEAD OF GRADING TO PERMIT 711E REVISION OF 1HE GRADING PLANS IF IT IS FOUND THAT 711£ AC1UAL LOCATIONS AR£ IN CONFLICT WITH 1H£ PROPOSED WORK. JJ. 111£ CONfflACTOR SHALL NOTIFY AITTCTEO U71LJTY COMPANIES (Sff BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STAR71NG GRADING NEAR THf/R FAC/LJ71ES ANO SHALL COORDINA If THE WORK Wl711 A COMPANY REPRESENTA llVE. UNDERGROUND SERVICE: ALERT I-BOO-,f.22-41JJ SDG&t'. (619)438-6200 PAC/RC Bfil (6191489-3441 DANlflS CABLEVISION (619)438-5241 CITY OF CARLSBAD{STREET cl: STORM DRAIN) (760)438-2980 • CARLSBAD MUNICIPAL WATER D/SffllCT (760)438-2722 (WATER, SEHER, RW) • SAN DIEGU/TO WA T£R D/Sffl/CT • LEUCADIA WASTE WA T£R D/Sffl/CT • VALL£CITOS WA T£R DISTRICT • OU',£NHAIN WA T£R D/Sffl/CT • BUENA SAN/TA 710N DISffl/CT • AS APPRCX'RIA TE (760)75J-1145 (76Dl75J-0155 (760)744-04$0 (760)753-6466 (760)565-5657 J4. PERMIT COMPLIANCE: REQUIR£MEN1S: A. FOR CONfflOLL£1) GRA ING-THE: APPLICANT HIRES A C/\lfL ENGINEER, SOILS ENGINEER, ANO OR GEOLOGIST TO G/',£ TECHNICAL AD\IICf, OBSER\1£ AND CONTROi. THE WORK IN PROGRESS 15.16.120A.8 CARLSBAD MUNICIPAL COD£ B. PRIOR TO FINAL APPROVAL OF A GRADING P£RIJIT-1Hf FOLLOWING REPORTS MUST BE SUBMITTED TO 1/lf CITY ENGINEER VIA 1HE PRO.ECT INSPECT0/1 15.16.120A.IO CARLSBAD MUNICIPAL CODE; (1) FINAL REPORT BY SUP£RVISING GRADING ENGINEER STA71NG ALL GRADING IS C0/.1Pt£T£ ALL EROSION CONfflCA.. SI.OP£ PLAN71NG ANO /RR/GA 710N AR£ INSTALLED IN CONFORMANCE WITH CITY CODE ANO THE: APPR0\/£0 PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY £NG/NEERING DEPARTMENI). (2) AS-BUILT GRADING PLAN. (3) R£PORT FROM 1H£ SOILS £NG/NEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/71E5; A STAID.IENT AS TO TH£ EXPANSI\£ QUALITY OF 1Hf SOIL, ANO SUMMARIES CF F1£J..D ANO LABORATORY lfST5. THE R£PORT SHALL ALSO INCLUDE A STAID.IENT BY 1H£ SOILS ENGINEER THAT 711E GRADING WAS DONE IN ACCORDANCE 'MTH 1H£ REQUIREMENTS AND RECOMMENDATIONS OLJ1l.JNED IN 1H£ PRELIMINARY SOILS REPORT AND ANY SUPPW,IENTS 1H£R£TO. (4) REPORT 'MlH AS-BU#..T GEOLOGIC PLAN, IF REQUIRED BY THE: CITY. 35. UNLESS A GRADING PERMIT FOR THIS PRO.ECT IS ISSUED W/1HIN SIX (6) MON1HS AFTER 1H£ CJTY ENGIN£ER'S APPROVAL, 711ESE PLANS MAY 8£ REQUIRED TO BE RESUBM/TmJ FOR PLANCHECK. PLANCHECK FEES 'MLL BE REQUIRED FOR ANY SUCH RECHECK. J6. TH£ SOILS R£PORT 7/ILED UPDA TEO GEOlfCHNICAL INSP£C710N REPORT, POPOSED , SINGLE-FAM/LY RESID£N71AL CONSmucnoN, LOT 267, mACT NO. 85-35 A \I/ARA DR/\/£, CARLSBAD P£RPAR£D BY \1/N.E cl: MIDD/.!TON ENGINEERING, INC. DA !ED AUGUST 22. 200J -UPDATE GEO TECHNICAL ANO PlAN REV/fW R£PORT A \I/ARA ORI',£. LOT 267 CARLSBAD, CALIFORNIA PERPAR£D BY VIN.£ cl: MIDDl.!TON £NG/NEERING, INC. DA lfD DEC. 7, 2005. SHALL BE CONSID£R£D AS A PART Of lHIS GRADING PLAN. ALL GRADING SHALL BE DON£ IN ACCORDANCE WllH THE RECOMMEND A 7/0NS AND SPEC/RCA 7/0NS CONTAINED IN SAID SOILS REPORT. SOILS ENGINEER'S CERTIFICATE 1, -5. Mehdi S. Sh.c1•+ , A R£GISTERED CIVIL [NGINE[R OF TH[ STA1E OF CAUFORNIA, PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPUNG AND S1VDY OF TH£ SOIL COND/710NS PREVALENT WITHIN THIS S/1E WAS MAD£ BY ME OR UNDER MY DIRECTION B£TWEEH THE DATES OF -t14.!• )<291 AND -Dec. Zco5 TWO COPIES (£THE SOILS REPORT COMPILED FROM THIS S1VDY, WITH RECOMMENDATIONS, HAS BEEN SUBMITTED.__...._TH.£ OFFICE: OF THE ENGINEER. REPORTS ARE DATED: AUG. , 20 &: DC.er,:;; ;;,'---~\- SIGNED:~~~~~~~~====~~~.\\ C.f, :,, NO.: __ -'t~6~f1~4_._ _______ _ DATE: -~..3..,,,_,/t~4~/.-4~h~------- UCENSE EXP/RA 710H DA TE: "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DEct.ARf 1HAT I A/ti THE: ENGINEER Of WORK FOR 1HIS PRO.ECT, IHA T I HA vF EXERCISW RESPONSIBLE CHARGE 0\£11 1HE DESIGN OF 1HE PRO.ECT AS DEFINED IN S£C710N 6703 Of 111£ BUSINESS AND PROFESSIONS CODE, AND THAT 111£ DESIGN IS CONS/STANT 'MTH CURRENT STANDARDS. I UND£RSTANO 711A T THE: CHECK Of PRO.ECT ORA WINGS AND SP£CJFICA 7/0NS BY 1H£ CITY OF CARLSBAD 15 CONFINED TO A RE\IIEW ONLY AND DOCS NOT REL/El£ ME, AS ENGINEER OF WORK, OF MY RESPONSIB/LJ71£S FOil PRO.£CT DESIGN. FIRM: CITY, STATE: lfl£PHON£: -=~:;,:c,;::::..::,,f'--------- EXPIRA710N DATE: ~6-~3=0-~06~--------- VICINITY MAP N.T.S. CITY Of OCEANSIDE iilGHWA V 711 L ·rr. ._ . I CITY OF' VISTA OCEAN SITE BA TIQUITOS LAGOON ..J. BA TIQUITOS DR CITY OF ENCINITAS LEGAL DESCRIPTION r .ro.1 r LOT 267 OF 711E CITY OF CARLSBAD TRACT 85-J5, A \I/ARA PHASE I-UNIT •o• IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA If Of CALJFORNIA. ACCORDING TO MAP 1HEREOF NO. 12412, FILED IN THE OFFICE: OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. JUN£ 29, 19B9. EXCEPT THEREFROM ALL OJI., GAS, MINERAL, AND OTHER HYDROCARBONS, BUT '11111/0LJT THE RIGHT OF SURFACE £NfflY, AS RESER\£D IN INSTRUMENTS OF RECORD. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON 11/E:SE PLANS WAS GENERA TED BY LAND SURV£'r1NG M£1HODS FROM INFORMA710N GATH£RED BY-K&S ENGINEERING DATED 06-28-2D02 TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 7/0NAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PRO.CCT IS LOCATED WllHIN ASSESSORS PARCEL NUMBER($) 215-611-15-0D THE CALIFORNIA COORDINATE INDEX OF THIS PRO.CCT IS: N JJl £ 1685 BENCH MARK DESCRIPTION: OC-0179 DISC SET IN l'.£ST £ND OF SOUTH HEADWALL OF 2♦" RCP LOCAT/ON:0.4 MILES EAST OF INTERSECT/ON OF LA COSTA A\/£ AND SAXONY RD. RECORD[D:COUHTY OF SAN DIEGO DPW REPORT SV 106-01, 10/15/85 ELEVATION: 13.Bl DA TUM: M.S.L T.B.M.: SEWER MH jB RIM ELEV. 242.38 CITY OF CARLSBAD DWG NO. 295-1 SHEET 5 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE OFFSETS TO THE EASTERLY RIGHT OE WAY UN£ OF AWARA DRIVE. AS SHOWN ON MAP NO. 12412 1£ N19-SJ'2o·w OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A G/S1ERED SO/LS ENGINEER OR GEOLOGIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVIS£ OV£R-ALL GRADING AC71VITY AND ADV/ H TH COMPACT/OH AND STABIUTY OF THIS SI ' DENNIS KERN EARTHWORK QUANTITIES CUT: 300 CY. FILL: 115 CY. EXPORT: 185 CY. EARTHWORK NOTES: EARTHWORK QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE, LOSSES DUE TO CLEARING OPERATIONS, COMPACTION, SETTl.EMENT, ETC. CONTRACTOR SHOULD VERIFY QUAN TIT/ES PRIOR TO BIDDING. --.,:- WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF 711E CONSTRIJC710N OF ALL CUTS AND FILLS. REMEDIAL GRADING, ORA/NAG£ FACILJTIES, EROSION CONTROi. FACILJTlfS, AND PLANTlNG OF PERMANENT LANDSCAPING AND PRfPARA TION Or AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET Of PLANS AND THE CITY STANDARDS. SPEC/FICA 7/0NS, REQUIREMENTS, RESOLU710NS AND ORDINANCES CITED ON 1HfSE PLANS. THE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE: 111TH. THE FOLLOWING DOCUMENTS, CURRENT AT THE 7/ME OF CONSTRUC710N, AS DIRECTED BY THE CITY ENGINEER. ,, 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. 1HIS SET OF PLANS 4. RESOLU710N NO. N/A DATED_____ / • 5. THE STANDARD SPEC/FICA 7/0NS FOR PUBLIC WORKS CONSTRUC710N (GRElfN BOOK~ ; 6. SOILS R£PORT AND RECOMMENDA 7/0NS BY VIN.£ &: MIDDLETON, INC. _____ OA1E:DAUGUST 22. 200J UP-DATED OECfMBER 7, 2005. 7. 1HE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. a CALIFORNIA COASTAL ~MISSION 0Ev11.0PMENT PERMIT COND/7/0NS DATED N(A_ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED __ N_/,_;4 ____ _ LEGEND: DWG. No. SYMBOL QUANTITY PROPERTY LINE EX/S7/NG CONTOUR PROPOSED CONTOUR EX/S71NG filVA 710N RN/SH SURFACE EL£VA710N DIRECTION OF Fl.OW TOP GRATE TOP WALL/FINISH GROUND 4• PVC PIPE (UNLESS OTHERWISE SHOWN) 6' CATCH BASIN SOR-35 BROOKS W/PARKWA Y GRATE (OR EQUAL) MASONRY RETAINING WALL (BY SEPARATE PERMIT) GRA \fl BAGS (2 HIGH) DA 'rl.lGHT LIN£ SI.OPE PROPOSED 21' DR/V[WA Y CONCRETE BROW DITCH RIP-RAP SILT F£NCE SDRSD G-14D SDRSD D-75 SDRSD D-40 STABILIZED CONSTRUC710N ENTRANCE (SHEET J EROSION CONTROL) REPLACE SIDEWALK, CURB &: GUTTER G-2, G-7 (SHEET 2 FOR IMPROVfMfNTS) HARDSCAP£ PER ARCHl1fCTS Sllf PLAN (PAVERS) ---21 I---- ~ 211.0 TG 70.60 TW 73.00 FG 70.33 --011---- .--{I -Ir-;Y -y_JOP_y-- --..I~---- -01----<01---- t· ·. · ·\··.~· :·\ 1 . . -. ·-. . . . - t ....................... 1 .•.................•..••... ···--····-·--··········-···· ........................... ............................ 46f IF 25 97 IF J78 £A , EA 172 IF 2.2 CY 297 IF I EA 28.S' LF 10-1~.07 .,_ DATE DATE /,,. 1----l--+------------+---+---+---t--~ I ~1EET I CITY OF CARLSBAD I SHE3ETS I ENGINEERING DEPARThtENT ;:==:.:::::=========..:===; 1----1-----+-----------------+---+---t---+--~ GRADING PLANS FOR: LOT 267 AVIARA OWNER\ DEVEWPER ENGINEER OF WORK K&S ENGINEERING ' DENNIS KERN 973 BLACKSTILT COURT CARLSBAD, CA, 92009 TEL: (760) DATE (619)296-5565 Planning Engineering Surveying 7801 Mission Center Court, Suite 200 San Diego Ca. 92108 DA 1E INITIAL ENGINEER OF WORK -SEE SHEET No. 2 REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL 01HER APPROVAL CITY APPROVAL DWN BY: ~~-PROJECT NO. DRAWING NO. CHKD BY: ~/lo PD 05-15 436-7A RVWO BY: Jl>R / / AS-BUILT I.ii 0.. :f ,ti N ::i en U) 8 ~ I') ' I') Cl i Cl fl! ~ ! j \ ~ \ ) I') ~ t I 1:5 w 3 a: t I .;! " ~ ~ .-·~ . ~ ..... ,. ""· ... . : '-:_" -~-..•.. I SlEEL SL£VE L--l--frcr-- PIPE SW CO \I WM I ' ~-1 ,.r;: ; \i;;- 'i --·· . --~- I r r" j. -LOT 266 • I',\'\ '.' -.,, -I 1124.BOTG 119.251E I \ ,,:· ~~~)i)ft; .--r_ \'_ N,l,,u_ c::::c===;;:::::;;;;;.a;M::aOWaa;;;S;;;;TR;;;;IP_. ~====:;, / __ ...., ...... _,_. •-·· ,/ LLI > -D: Q co • EXIST 4' GENERAL UTILITY EAstMENT PER MAP 1l412 I ,~ !REMOVE APROX. 2B.5' (T EXIST. DRl\0/A Y & R CE WITH SIDEii' fURB & GU PER CITY STANiARDS . -~/ I C • . ; . ~-· I I I ,.<' ,~,,,-\( IL:.:.::::..J•~:=i-~~r I ~~c.:: cC -~ I I I I I I CL Cf PRP 21' PER SORSO G-40 :c· , I ~ I '") I ,,, EXST. WATER SER"1CEl----- TO 'BE.RELOCATED I I PROPOSED BUILDING V <' ' ( ;{I:~. f'i\\Ji':. l~F,"(.it_it,;[,-~--- :t.-~,: 1 ) SECTION B NTS I.· ;// _,, / . -. /' ·,,_ ,.L,=-Y·'<./ PL I i 11s.oonv I 11 .321F ,s ·1' I' l :~ . I 1· . I i k, r-- -· t--,-,1,, , t -· -l \\~lf✓---"'! i ±2ll ·' I I ·-· .... j r 'I I --'-1 l ,n .• c_, . rr, '-~ t ! FFE=112.0 PAD=111.JJ PROPOSED BUILDING RETAINING WALL PER ARCHITECTURAL PLANS i ~- s• Pl'C PIPE01ll 111.35TG 108.BOl~E-"l.....:-J (',\')_-~-.. 111.35TG 108.9 ---,, -, . -; --__ [ ,;,--/·-,1·-~·--•r ·-;-:;;,-'/' ~---::; -,/ •' - t ~-; S'-·\:_{f; • 114TW 110TF PROPOSED INLET- Pl 1' MINI I EXISTING WALL SECTION C NTS LOT 268 PROPOSED RETAINING WALL 116.90 SECTION D NTS (619)295-5565 f • K&S ENGINEERING Planning Engineering Surve)ing 7801 Missioo Center Court, Suite 100 San Diego, CA 92108 ·i I I ENGINEER OF WORK 10 I l!89 -'I' .,_ I:':_ \ "'· < .., < .., GRAPHIC SCALE • • 10 "' C•::::J I , I l --( IN FEET ) l Inch= 10 ft. .. I 1. 2. J. 4. 5. 6. 7 • a 9. 10. 11. NOTES ALL ELEVATIONS SHOWN ARE FINISHED SURFACE UNLESS OTHERWISE SHOWN. THE OWNER AND/OR CONlRACTOR SHALL VERIFY WITH CML ENGINEER THE BUILDING STRUCTURAL SECTION(S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PADS. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITY CONNECTIONS PRIOR TO STARTING ANY CONSTRUCTION. ALL PRIVAJE CATCH BASINS SHALL HAVE FLOGARD (OR EQUAL) FILTER INSERTS INSTALLED. THE BOUNDARY SHOl'IH ON THESE PLANS IS NOT NECESSARILY THE RESULT OF A BOUNDARY SURVEY BY K &: S ENGINEERING. THE BOUNDARY LINES SHOWN HEREON MAY HAVE BEEN ESTABLISHED FROM RECORD DATA ONLY. ALL SURF ACE DRAINAGE SHALL BE DIRECTED A MINIMUIII OF 2 PERCENT AWAY FROM THE BUILDING(S). DRAINAGE WITHIN LANDSCAPE AREAS SHALL BE PURSUANT TO THE LANDSCAPE ARCHITECTURAL PLAN. IF LANDSCAPE PLANS ARE NOT REQUIRED, THE CONlRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE THAT NO PONDING OF WATER OCCURS IN THE PLANTER AREAS. THE FINISHED GRADE WITHIN LANDSCAPE AREAS ADJACENT TO THE BUILDING SHALL BE 6° BELOW THE FINISHED FLODR. WATERPROOFING AND/OR A SlEMWALL IS REQUIRED WHrn THE FINISHED GRADE IS LESS THAN 6" BELOW THE FINISHED FLOOR AND DEEPENED FOOTINGS ARE REQUIRED WHEN THE FlNISHED GRADE IS MORE THAN 6" BELOW THE FlNISHED FLOOR. THE SUB DRAIN FOR THE RETAINING AND/OR KEYSTONE WALLS, AS SPECIFIED BY OTHERS, SHALL BE CONNECTED WITH POSITIVE FLOW TO A DRAINAGE SYSTEM OR CURB OUTLET. ALL STORM DRAIN PIPES SHALL HAVE WATERTIGHT JOINTS INSTALLED. THE HARD SCAPE SHOWN HEREON WAS OBTAINED FROIII THE ARCHIJECTURAL PLAN. CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE PER THE ARCHITECTURAL SllE PLAN. FOR HARDSCAPE HATCHING DESCRIPTION SEE ARCHllECnJRAL SITE PLAN. THE CONlRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCRElE FOR CURBS OR HARDSCAPE If ANY OF THE A.D.A. STANDARDS HAVE NOT BEEN MET. Pl EXISTING WALL PROPOSED BROW J DITCH EXIST. GROUND'\., "'' /•;/:'.,;,· ... ,. Sffil WALL PROPOSED BULDING SECTION A NTS CONC DITCH PER SDRSD D-75 BROW DITCH DETAIL NOTTO SCALE REVIEWED BY: CTOR 10-15-07 DATE I/ ·I 1·o1 DATE I-Vl 0... :::!: 0... I') 0 IX) ~ ,0 <O 0 0 N '-<O "-I') o> 3: 'O LJ Vl <( ID I 00 I') ~ I v 0 / (.!) 3: ;3- 00 I') ~ I v 0 / 3: I Vl I-u w , 0 ll'. ~ 3: I 0 ..., 0 5- 3 1----l--+------------l----+--+---+---ll I ~2EET I CITY OF CARLSBAD I SHE3ETS I ENGINEERING DEPARTh1ENT l--.c.+---le-=~--~=--"-"--=--'----"--'--+-----l--+---+---11 ::=G::::RAD===IN==G~&:===E===Ro=s===10::::::N~C:;:O;:::NT;;:::R:::O:::::L=P:::::LAN;::::::::;;s=FO:;::;:;R:===~1 LOT 287 A VIARA -ADDED TRENCH DRAIN D-i7. -RELOCATE RETAINING WALLS. -REMOVED REPLACE YARD DRAIN PIPE/ INLETS. DA lE INITIAL ENGINEER CF WORK REVISION DESCRIPTION DA lE INITIAL DA lE INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: --- CHKD BY: __ _ RVWD BY: PROJECT NO. PD 05-15 DRAWING NO. 436-7A AS-BUILT ,-, ' \ ) I '.· 1,0512~6 ) EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT MR. DENNIS KERN AT (760) 438-3106 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTNE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTNE COVERAGE OF GRADED SLOPES (90,C COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING' AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,C COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: D. E. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 2D lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF ESCHSCOLZIA CAUFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRIWNG OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WElTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH {STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15,C SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2, CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROwni. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. C:~10\DWG\CLSB-EP.0WG 1/91 PUBLIC RIGHT- OF-WAY 50'MIN. EXISTING GROUND _L 14'MIN. T PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE GRAVEL BAGS OVERLAP ONTO CURB -----____ _.,, ~-----.... RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. ---- J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SILT FENCE FILL SLOPE 9 IN (23 CM) ♦ MIN. 2 FT (0.6 M) UNLINED SWALE & BERM I I I I I I I I I I I I I I I I I I~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,. I (619)296-5565 GRAPHIC SCALE • • c:::-=i I ■ -- > I I CV© I ( IN FEET) 1 inch = 10 ·i,2-5 ___ _ SW CO i "'' s; -__ ' . ,-,· \ 'f/1,/ EXIST 4' Gej<ERAL-l-#'0---Jl._ UTILITY EASEMENT M= PE ·o· •,-. PER UAP 1f412 m I ,~ Tf'r:: ,PE TV PED ,_ j 1 ::1- 6.0 <;•' \ I I I I. i K&S ENGINEERING Planning Engineering Surve~ng ,. I fL 10 I ' \ ~ ,-_. __ .-· __ ,:::_ ,· __ . __ -· __ _ • \'\t-'_[J) .·· ~ l'. , EX. WALL . <'//~.)}. LEGEND DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE 7 £A SILT FENCE UNLINED SWALE & BERM LIMITS OF CLEARING lie GRADING GRAVEL BAGS RIPRAP ' ,.,_/l,} 11_:.:-· 220 If -·-·-·-•-•-•-•-·-·- 200 EA 2.8 CY I- V) CL ::[: CL (\J 0 " v If) '° 0 C) (\J ' '° .... ' M 0) 3' -0 (') 0 -0 (.. 0) co (') .... I v 0 / I.:) \ N 10·0•'•7• E 150.00' ' " · ~==::::;;;;;;;,;#M;::OW:;:S:;:TR:;;;IP====~ l _ _j_....i;;i:::::;::=~~J::==v="=::i5::z/::.::.'.'='.'·=·=::r.;;:r=-....;,,--=---=--=-=...:1-ldd:.~,:_:;: ... / > A / ENGINEER OF WORK I, ' U I i 1il-. --i -+ -I/ , I I l ' i! I ! 1;" I •-:) f ... ', \ ;;, ;.:·\. . --::. -'.:' \/" -:: ; I ':::: i \ I i >· I ,,. I i.._i I I: I I ii 11 J -1 LOT 267 FFE=112.0 PAD=111.33 PROPOSED BUILDING RETAINING WAll PER ARCHITI::ClURAL PLANS • -j' '('•_t. ,j ~ .. ·_ .. -. _-;-·-, .. ·-:--.,----,,-,,,..-·_/"-~;-- i ',_\1).1\·' • / / / . / .~ /I ~/ ~ I / 13 . • I I)' ; I ;z / ( ro (') .... I v 0 / > I V) I-u w 7 D O! CL / > I d +> d -0 / j 0. ' /--I IL T 0 10-15-07 t DATE REVIEWED BY• ~ CITY OF CARLSBAD ISHE3ETSI U_j ENGINEERING DEPARTMENT 1----+--+---------------.+----11----+----lt-----ll GRADING & EROSION CONTROL PLANS FOR: LOT 287 A VIARA OWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RV'wD BY PD 05-15 436-7A AS-BUILT ' \ ) )