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HomeMy WebLinkAboutDWG 443-6A; MS 05-32; TAMARACK BEACH LOFTS; 01-05GRADING NOTES (IN ADDITION TO THE liEQ/J/REJ1ENTS OF CHN'TrR 15. 16 OF THE CARLSBAD MUNICIPAi CIXJE.) /, THIS PLAN SUPERSEDES ALL 071/Bi PLANS PIIEVIOIJSL Y APfflOVED BY THE CITY OF CARLSBAD REGARDING GR/JD/NG SI/CWN '.JN THIS SET OF PLANS. 2. APPROVAL Of THIS Pl..ltl DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARf_SBAD M/ff/lCIPAI. CODE, 1/ESOll.JTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OT/ /ER ADDITIONAL DOCIJMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PRO.ECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WI/Ell NON~CNFORMANCE IS DISCOVERf{). 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS OISC01EIIEO DIR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUJMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WIU BE REQUIRED Fa? lt/Y WOO( IN THE P/.1/LIC RIGHT Of WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSlRANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSlfiEIJ ON THE PERMITTEE'S POLICY IN THE M/Ni,~/J1 AMCU/T Of li,000,000.00 FOR EACH OCCl.l/1/ENCE OF LIABILITY. THE /NS!RANCE COMPtNY WRIT/NG THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTMLISHED BY 'BESTS' KEY RATING GUIDE. 5. /J>ILESS EXfMPTEJ) BY SECTION 301.(B)5 OF THE LMFCRM BUILD/1/G CODE, RETAINING WAUS OUTSIDE OF fl.lBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FRO.'f THE BUILO!'IG DEPARTMENT. 6. NO WORK SHALL BE COMMENCED U'ITIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY A/ID OT! /[R APPROPRIATE AGENCIES. 7. APPROVAL OF 7;</ESE .PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORI( OR GRADING TO BE PERFORMED !J/T/L THE PROPERTY OW/\fR'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN !SSlED. 8. NO REVISIONS WIU BE MADE TO THESE PLANS WITHOUT THE WRITTEN A/PRO VAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPfi1ATE Sl!EET OF THE PLANS AM) TIE TITLE SHEET. 9. ORIGINAL DRAWINGS Sl'ALL BECOME THE fROPERTY (F THE CITY /RO/I BEING SIGNED BY THE CITY ENGi,\/EER. 10. THE ORIGINAL CRAW/NG SHALL BE REVISED TO REFLECT AS-BUil T COl/lJITIONS BY TIE ENGINEER-OF-WORK fR/OR TO FINAL ACCEPTAM:E OF THE WCl\l'I' BY THE CITY. II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES {)IJI/NG COhSTRUcT/(JI. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SU/111ARY SHEET. (BJ LMORA TORY W0"1!' SHEETS AMJ (C} COMPACT/ON CIRVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENG/1/EER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BuSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SWM!TTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO Wa?l</NG DA rs OF THE COMPLETION OF FIELD TESTS. 15. A SOILS COMPACT/oil REPORT AND COMPLIANCE VERIF/C~T/0// REGAJ/IJ!NG ADHERENCE TO RECOMMENDATIONS OUTL/1/EO IN THE SOILS 1/EPORT IS REQUIRED PRIOR TO THE ISSUANCE Of A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UIIDER THE DIRECTION OF A ROFfSSIONAL ENGINEER OF THE STATE OF CJll/fOHNIA /'111/ICIPALL Y DOING BUSINESS ill THE FIELD CT APPLIED SOILS MECH4NICS .. ALL F/U OR FUTURE FIU AREAS SHALL BE CONSTRUCTED IN ACCORDAIICE WITH THE CITY OF C4/il.SBAD STANDARD SPECIFICATIONS ANO THE' EARTHWORIC EPEC/FICATIONS • ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELO COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTO/?. /4. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO /Ht BtGi,VN/NG OF WORK All) SHALL BE ATTENDED BY All REPRESENTATIVES RESPONSIBLE Fr,R CONSTRUCTION, 11/SPECTI(!{, SUPtNVISION. TESTING AND AU OTHER ASPECTS OF THE WOO'(, THE CONTRACTOR SHALL REQUEST A MEET/1/G BY CALLING THE INSPECTION LI/IE AT (160} 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONS/NIXT/ON. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COQR!)INATE A DATE A/ID TIME FOR THE PRECONSTRUCTION MEET!'vG. APPROVED DRAWINGS MIJST /JE AVAILABLE PRIOR TO SCHEDUl/1/G. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT !'!SPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER mAN FOR PRECONSTRUCT/ON MEET/No W/U BE MADE BY CALLING THE E/IG/NFFR/NG 24-HOUR INSPECTION 1/EQUEST LI/IE AT (760) 438-389/. INSPECTION f/£Q/£STS MUST BE RECEIVED PRIOR TO 2:00 P .. 'f. ON THE DAY BEFORE THE INSPECTION IS 1/EEDED. INSPECTIONS WILL BE MADE T,~E NEXT WORKDAY LNLESS YOU 1/EQUEST OTHERWISE. .REQUESTS MADE AFTER 2:00 P./1. WILL BE SCHED/.1.ED FOR TWO FULL Wal'K DAYS LATER. 16. THE OWN,cR ANO/OR APPL/Clt/T IHROUGH THE DEVELOPER A/ID/OR COi/TRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLWING SHORING, AN[; 9/ALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS. LAWS AND REGILATIONS. . 17. T/iE CONTRACTOR SHALL CONFcR/1 TO LABOR CODE SECTION 6705 BY SL8MITT!NG A DETAIL PLAN TO THE CITY ENGINEER AND/OR ~ONCFRNFD AGtNCY SHDWING THE DESIGN OF SHORING, Bi/ACING SLOPING CR OTHER PROVISIONS TO BE MADE OF WORJ<ER PROTECTION Ffl(Y1 THE HAZARD OF CAVING GROI.NJ OUR/NG THE EXCAVATION OF SLCH TRENCH(. 7 TIIEI/CJIES OR DIR/NG THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (51 OR MORE IN DEPTH AA() APPROVfl) BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTABI /SHED BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE 8 CALIFORNIA ADMIN/STRA TIVE CODE. THE PLAN SHALL BE PREPARED BY A liEGISTEIIEO ENGINEER AT mE CCNTRACTORS EXPENSe. A COPY OF T,'1£ OSHA EXCAVATION PERMIT Ml.ET BE SUJMITTED TO I HE INSPECTOR PRIOR TO EXCAVATION. . 18. NO BL~STING SHALL BE PERFOPJ'/ED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTA!liED FROM THE CITY OF CARLSBAD. SUBIT APPLICATION FOIi BLASTING PERMIT WELL IN ADVANCE OF THE SCHED/.l/NG OF BLASTING OPERATIONS. 19. IF ANY ~RCHAEOLOG/CALIPALEONTOLOGICAL RESOiJiCES ARE DISCOVERED WITHIN ANY /VO\¥( AREA DIR/NG CONSTRUCTION, Cf'ERAT!ONS WILL CEASE IMMEDIATELY, A/ID THE PERMITTEE WILL NOTIFY Tlf CITY EIIG1NEER. OPERATIONS WILL NOT RESTART /J>ITIL THE PERM/TT[[ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. All OPERA T/ONS COIIDUCTED ON THE SITE OR ADJACENT THERETO, 11/CLWING WARMING IF. 1/EPAIR, ARRIVAL, DEPARTI.J/E OR OPEr'IAT/011 CF TRUCKS. EARTHMoVWG EQUIPMENT, CONSTRUCTION EQUIPMENT AN/JANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EAa/ DAY, MONDAY TIIR/J f.q/DAY AND NO EARr.'iMOV/NC OR GRADING WERATIONS SHALL BE COND/XTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENG!~fERING DEPARTl>/ENT COilvTER.) 21. ALL OFF-SITE HAU ROUTES SHALL 8[ Sl.lJMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FCI? APPROVAL TV.V F!U WORKING DAYS PRIOR TO BEGINNING OF Wil\YI', 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE /'/ATER/AL SHALL BE DEPOS!TcD AT. A SITE AFPROVEI) BY THE CITY ENGIIIEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS !R DA,'fAGE OCCURRING ALONG iHE HAU ROUTES OR ADJACENT STREETS AS A RESLl T OF T~E GRADING (l'ERA TION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AliB\ TO BE GRADED. NO TREES ARE TO BE REMOVED I.JMESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AliEAS SH/J..L BE GRADED TO DRAIN.GRADING RESUT!IIG Ill THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMU/1 ONE PERCENT SLOff'. 25. THESE Pl A'IS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTRa f'LANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH Cf/ADE TO PRODUCE A 11'1/FORM SI.JIFACE AND CROSS SECTION. THE SITE SHALL.BE LEFT IN A NEAT A/ID ORDERLY C0//0/TION. JllL STO,'ES, ROOTS OR OT//ER DEBRIS SHALL BE 1/EMOVEO ANO DISPOSED OF AT A SITE APPRO'IED OF BY THE CITY ENGINEER. 21. ALL SLOPES SHALL BE II/RIGA TED, ST~B/LIZED, PLANTED Allu/OR HYDRO SEEDED WI I HIN I EN (10} DA Y.5 CF THE TIME WHEN EACH SLCff IS BROUGHT TO GRAOE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS 1/EQU/RtD BY TIE CITY CF CARLSBAD LANDSCAPE MAN/JAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DWG. NO. 445-61. AND/[I/ AS DIRECTED BY THE CITY ENGINEER OR PI.NINll{G DIRECTCR. • 29. T/iE OWNE.RIAPPLICANT SHALL INS/RE THAT AU CONTRACTORS SHALL COORDINATE THE Wt:l'1I( Of THfSE GRADING PI..NIS WITH THAT SHOWN ON BOTH THE LAIIDSCAPE A/ID 11/f/!GATION PLANS AND THE IMFROVtMcNT PLANS AS REQUIRED FOR THIS WOfiY( IN ACCORDANCE WITH T~E LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PifF SI/ALL BE REINFORCED CONCRETE PIPE WIT/IA MINIMU/1 D-LOAIJ Of 1,350. FOR PRIVATE STORM DRAIN PIPES, 11' TO 15' PVC N4Y BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACJ(FIUED WITH J/4' ROCK PER SDRSD S-4 TYPE 'C' A/ID PIPE MEETS ASTM STAMJARD JOJ4 FOR SOR J5 SOLID WALL PIPE, JI. WHERE AN EXISTING PIPE L /NE IS TO BE ABANDONED AS A RESLl T Of THE GRADING OPERA TIO/I, IT SHALL BE .REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PRol'ERLY CCMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS A"PROVED BY THE CITY ENGINEER. Ji!. T/iE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (MCVE GROIN) AM) IN)ER GRCLND} WITHIN THE PROJECT SITE SUFF!CIENTL Y AHENJ OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTLJ4L LOCATIONS ARE IN CONFLICT WI TH THE ,PRoPOSED WO/ill'. • JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST 2 Fl.LL WORJ(/1/G D~YS ?Ria? TO Sf ART/NG GRADING NEAR THEIR FACILITIES AND SHALL COORO/NATE THE WO/I/( WITH A COMPANY REPRESENTATIVE. IJIDERGRXriD SE!MCE All'RT SDG/JE f'AC/FfC EJm lliEPHIA CAB/£ COM1LNICATl!R$ CITY OF CARLSBAD (STREET, SEWER AND ST!RI DRA/11} 'CARLSBAD MIJ'i/CIPAL WA TfR DISTRICT (WA 1cR 8 Rlfl) 'SAN DIEGIJITC WAffil DISTRICT *LEUCADIA WASTE WATER *VAUEClTOS WA r£R DISTRICT 'O!.l'lf'NHAIN WATER DISTRICT *Bl.JENA SAM TA TION D!Sm!CT 'As4'FRaAlliATE J4. PERMIT C0/1PLIAIICE REQUIREMENTS: /-800-422-4/JJ (800) c60-734J (800} 892-0/i!J (760) 438-7141 (760) 454-2980 (760} 438-2722 (160} 635-2650 (160} 153-0155 (160} 744-0460 (160} 753-6466 (160} 726-1340 A. FOR CONTROLLED GRADING· THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GM: itCH/1/CAl ADVICE, OBSERVE AND CONTROi.. THE WORJ< ih PROGRESS (15./6,l20A.8} CARf_SBAD M/Jv/CIPAL C!XE. B. PRIOR TO FINAL APPROVAL cF A GRADING PERMIT -THE FOLLOW/1/G REPORTS .MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR (15.16.120A.IO) CARLSBAD MUI/IC/PAL CODE: I. FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ML GRADING IS COMPLETE. ALL EROSION CONTRa, SLOPE PLANTING A/ID IRRIGATION ARE ii/STALLED IN CONFO//Mlt/CE w,m CITY CODE AND THE AFPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER rROM CITY ENGINEERING DEPARTMENT) 2. AS-BUil T GRADING PLAN. J, REPORT FROM THE SOILS ENG/N[[R, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES. A STATEMcNI AS ro THE EXPANSIVE QUALITY OF THE SOIL, AND SW,MAR!ES OF FIELD Ail) LABCRATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER Tl/AT TIIE GRADING WAS DONE IN ACCORDANCE WITH THE RE':.UIREMENTS AND RECOMMEIIDATIONS Ol.)TLINED IN THE PREL/M/,'IARY SOILS REPORT AND ANY S/J'PI..EMENTS THERETO. 4. REPORT WITH AS-BUILT GEOLOGIC PLAN, IF !IEOUIRED BY THE CITY. 35. /JVLESS A GRADING PERMIT F(ll THIS PROJECT IS ISSUED WITHIN 0/E (I} YEAR AFTER TIE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE RE1UIREO TO BE REstfJMITTED FOR PL,WC//ECI(, PI..ANCHECIC FEES WILL BE 11£QU/RED FIJI' lt/Y SLCH RECHECIC. 36. THE SOILS REPORT TITLED REPORT OF SOIL INVESTIGATION-TAMARACK CON/JOMIN!lt'IS , .''REPAREO BY SO!JTHEll</ CALIFOf/N/A SOIi 8 TFST/1/C, /!IC., DATED FEBPJJARY /0, 2005, SHALL BE CONSIDERED A PART CF THIS GRNJING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMME.NDA TIO/I'S /J'/0 SPEC/F/CATiONS COi/TAii/ED IN SAID SOILS Rr:PORT.. . SEWER NOTES: I. SEWER MAIN AND Al'T'URTENAIICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS VOLlf'IE I, GENERAL ENGINEERING STAI/DAROS, CHAPTER 6, DESIGN CRITERIA FOR GRAVITY SEWER LINES ANO APF'uRTENANCES ANO VOLUME J, STANDARD DRAWINGS AND NOTES DATED JUNE JO, 2004. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF 1//DUSTR!AL SAFETY BEFORE ANY EXCAVATI0/1 AND SHAU ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS. J, BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM TIE DISTRICT. IT MuST BE SIGNED AND APPf/OVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT, 4. BEFORE CONS TRUCTiON BEGINS IN ANY PUBLIC RIGHT OF WA r, A CITY RIGHT OF WAY PERMIT SHAU BE REQ/JIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO Tlf BEGINNING OF CONSTRUCT/ON (TELEPHONE NO, (160) 438-389/). STREET NOTES: /, ACTUAL STRUCTURAL SECTIONS WIU BE DETERMINED AFTER "R" VALLIE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS Ill THE FIELD OF APPLIED SOIL MECHA/1/CS, ON THE PREPAIIED BASEMENT SOIL. THE 'R' VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND AlfflOVAL A M/NIMU/1 OF TWO (2) CITY WORK/1/G DAYS BEFORE THE WO/ill' BEGINS. 2. STREET LIGHTS SHALL BE ii/STALLED AS SHOWN ON THESE PLANS, I.JIDERGROUND CONDUIT RmS, SERVICE POINTS AND HAND-ROLES SHAU BE SHOWN ON THE 'AS-BUILT" PLANS. No DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL_ BE ALLOWED. ALL LUMINARIES SHALL BE ·cur OFF" TYPE. J. Au IJNDERGRO/ff/D UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CU.I/BS, CROSS GUTTERS OR SURFACING STREETS. 4. STORM DRAIN PIPE SHAU BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STW'/ DRAIN PIPES UP TO 15'. PVC MAY BE UTILIZED PROV/DEC DEPTH IS LESS THAN /5 FEET .AND BACKFILLED WITH j• ROCK PER SDRSD S-4 TYPE 'C' AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35, SOL/0 WALL PIPE. 5. Wl!ERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WIU BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER 1/EQU/REMEIITS OF TITIE 24, CALIFOF1/IA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION /VD. J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN mE LIMITS OF WO/Ii'. OF THIS PLAN PER SDRS DWG M/9. 9. Au SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WOR/1' SHAU Be RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LA.ND SURVEYORS ACT. 10. Two (2) SETS OF SURVEY (cur} SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. BASIS OF BEARINGS: THE BASIS Of BEARINGS FOR THIS SURVEY IS THE NAD8J, CALIFORNIA COOlll)/NA TE SYSTEM ZONE VI, GRID BEARING BETWEEN Pr. No. 141 ANO PT. No. /JI AS SAID COOlll)INATES ARE PUBLISIIED IN THE RECORD OF SERVEY MAP No. 17271 AND ARE IN THE CITY OF CARLSBAD HORIZONTAL CONTROL NETWOfll(. I.E N 22 "30'58" E QUOTED BEARINGS FROM REFERENCE MAPSIDEEDS 1'!4Y OR MAY NOT BE IN TERMS Of SAID SYSTEM. THE COMBINED SCALE FACTOR AT Pr. NO. /4/ IS 0. 999963560, GRID DISTANCE= GRO/JIID DISTANCE X COMB/I/ED SCALE FACTOR. ALL DISTANCES Al/E GROI.ND UNLESS OTHERWISE NOTED. BENCH MARK. CITY OF CARLSBAD SURVEY CONTROL NETWORK POINT NO. /31, BM-V-1301, 3" U.S. COAST AND GEODETIC SURVEY DISK ON ROD IN 6" PCC., 120 FT. NORTH OF TAMARACK AVE AND 50 FT. EAST OF SDNR RAIL ROAD TRACKS. ELEVATION: 43. 9/1 FEET (NGVD29} OWNER.-S CERT/FICA TE I (WE} HEREBY CERTIFY THAT A REGIS I tN!:O SOILS E'IGINEER OR GEOLOGIST HAS BEEN OR W/U BE RETAINED TO S/RERV!SE OVE.~-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION A/ID STABILITY OF ,~ Wilfi 4&Jti ti a 1 (61. B~ . -~~ LUGANO SHORES INVESTMENTS, LLC 38/8 SKYLINE ROAO CARLSBAD, CA 92008 760-729-/025 --~--~~--- ' ABBREVIATIONS: AC AH BFP BL.K BW CL. co COI\IC 'D DO c!WG ------ DW'< ACCESS HOLE ,--~;:-~;:;: "(,_F,_~9.~--.. E~.~ .. V. .. ~:.t~T .. ;j;~R~_ BLOCK Bo1'10M OF' WALL CEr;TER L.1r;e CLEAN OUT Cot•.J;:RETE DELTA (INCLUDED• ANGLE) DRA!M.AGE OUTLET ___ ,,,., .. - -~ ::BX EP EUC ,EXIST ,FF DP.AWING DRP."EWAY ELECTRICAL Box EDGE OF PAVING ' FG __ ,,, __ , ___ ,_ - - FH FL FNC 1RET RS RW .EUCALYPTUS TREE E.XISTING FINISHED FLOOR F'IMISHED GR,\CIE FIRE HY: S,ANT Fu..ow LINE FENCE RIGHT OF WAY MS# 05-32 OWNERISUBDI VIDER: LUGA//0 SHORES INVESTMENTS, LLC 3818 Sl(YLINE ROAD CARLSBAD, CA 92008 160-129-/025 LEGAL DESCRIPTION: THE NORTHEASTERLY 65 FEET OF THE NORTHWESTER/. Y 150 FEET OF LOT /0 IN BLOCK "S" OF PALISADES NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. /803, FILED IN T/iE OFFICE OF THE COUNTY 1/ECORDER OF SAN DIEGO COilvTY, AUGUST 25, 1924. SOILS ENGINEER'S CERTIFICATE I, DANIEL 8. AIJi.ER, A REGISTERED CIVIL ENGINEER OF THE STA TE OF ::ALIFOF1/IA, PRINCIPALLY DOING BUSINESS Ill THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL COll[}/TIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME 0/t Ul/0£~ MY DIRECTION BETWEEN THE DA TES OF JANUARY I 1, 2005 AND JANUARY JI, 2005. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STWY, WITH MY RECOMMENDATION$, HAS BEEN SUBMITTED'TO THE OFFICE OF THE CITY ENGINEER. WORK To BE DONE: THE GRADING il'VRK SHALL CONSIST Of CONSTRUCT/ON OF AU CUTS AND FIUS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERl'/ANfNT LANOSCAPIIIG ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC' MAPS AND REPORTS. AU AS SHOWN AS 1/EQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CA TI0/'15, ~ 1/EOU/REMENTS, RESOLUTIONS ANO Olll)/NA/ICES CITED ON THESE Pl.ANS. THE GRADING l\t!ll'r SHALL BE PERFORMED Ill ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE Tl/1E OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENG/NEEi/. /. CARLSBAD MI.JIICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4, CITY OF CARI.SBAD PC/cc RESOLUTION NOS. 6010 8 6Q12 DATED APRIL 19.2006 ANO MS 05-32 DATED JUL y 5, 2006 5. THE Sc4NDARD SPECIFICATIONS FOR f'UBLIC WORl(S CONSTRUCT/OIi (GREEN BOOK). 6. SOILS REPORT AND IIECOMMNDATIONS BY SQ/JTHERN CALIFORNIA SOIL AND TESTIIIG, INC. DATED FEBRUARY /0, 2005 8 LETT'ER DA TED OCTOBER 14, 2005. 1. 8. 9. 10. II. 12. THE SAN DIEGO REGIONAL STANOARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARSLEAO STAI/DAROS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TEO APRIL 19 2006 ENVIRONMENTAL APPROVAL DOCUMENT DA TED APRIL /9 ,2006 • STORM WATER POLLUTION PRVENTION PLAN (SWPPP) PRr:PARED BY N/A DATED NIA STORM WATER MANAGEMENT PLAN (SWMP} PREPARED BY NIA DATED NIA THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASOUA), STORM WATER BEST MANAGEMENT PRACTICE, COIITRUCTIDN HANOBOOK AND STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCT/ON SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. ''1!' •• -.-,.,~,~ ' 'f' . ft6~~f~~.--EGEND .tf;,~#~ 8 ; ha !PT/ON: DWG No. 0 SYMBOL QUANTITY SIGNED: ::--::----::":"::":'::--l--<,__.::__-f'--:~~'I'--,:~~""-":',P"""------------='-"""----"-"-"""'~-------------""'""-'!.!.... R.C.EII0:3~~37 · ::,CA_ VISl(J'IBOI.NDARY ---------------- LICENSE EXPIRES 6130108 * r,,, 6 '10-! u /!is. MENT LINE DA TE.· • ~) CIVIC . "<fJ T. SEWER MAIN B-~ -(!) ($ ~c,uf<>~XIST. WATER MAIN EST/HA TED GRADING QUANTITIES: RAw cur: REMEDIAL: EXPORT: /250 CY 150 CY /250 CY SOURCE OF TOPOGRAPHY: THE SOURCE OF THE TOPOGRAPHY SHOWN HEIIEON IS A FIELD SURVEY BY CIREMELE SURVEYING ON FEBRUARY 8, 2005. EXIST. STCRM DRAIN EXIST. BLOCK WALL WI WOOD FENCE PROPOSED GRADE SPOT ELEVATION EXIST. COi/TO/RS ,..----;P;;\rt.;---~-----....---.... ~ SEWER MAIN (6" 9/ICF.~E IFIBl/i ~~ R LA_w,: t/:,,.~ff&~ ~ 10 PVC.) CMW9-S+,-S-S- SEWER ACCESS Ha . .,.,_.....__,__...._,_..,__,. __ __. CMWD S-1, S-3 COMBINED DOMESTIC WATER I FIRE SPRINKLER SERVICE I' WATER SERVICE (IRR.XRELOCATE Ex. METER) P.C.C. DRIVEWAY (WIDTH= 24) CMWD W-3A CMWD W-3/W-20 G-l4A 8 CSD GS-12 3.2% JJ2.0 -----s ---------- -----SL ---..,.....,------1 ------is ---HOH---s ~ ., so~ -/t+trl. F. )_ :}.f; 61. ,:: 3EACH 4 EACH I EACH /90 S.F. 25L.F. s SD SDRSD SL . ____ ,,, ..... , ... ,. ss TG TW w WF WV SEWER j: ~:::;l~::~EGIONAL STANOAF>D DF>AWIIIGS : .. SEWER LATERAL . S1:>EYARD SETB.ACI\ TOP OF GRAT'I! 6" CURB 8 GIJTTEFI CONCRETE SIOEWAUI 6' CURB AC PA VEME/IT GRASS PAVE G-2 G-1 G-/ '4 125 SQ. FT. II L.F . 3,240 Sa. Fr. 456 so.Fr. , TOP OF 1#A.LL 'NATER WOOD FEINCE WATER VALVE "DECLARATION OF RESPONSIBLE CHARGE• I .//El/EBY DECLAIIE THAT I AM THE ENGINEER OF /!'Of//( FOR THIS f'f/0.ECT, T/11,T I HAVE EXERCISED RESPCNS!BLE CHARGE OVER THE DESIGN OF THE PRO.ECT AS DEFINED IN SECTION 670J CF THE BUSINESS ANO PROFESSIONS CODE. AND THAT THE DESIGN IS CONS/STANT WITH CURRENT STANDARDS. I UIIDERSTAND THAT THE CHECK OF PROJECT ORAWINGS AND SPEC!F!CAT/CNS BY THE CITY CF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WOOi', OF MY RESPONSIBILITIES FOR PROJECT DESIGN. F/Rr1: MLB ENGll'EER'NG ADDRESS: 2C80 WINER/OGE PLACE, SUITE A CITY, STATE: ESCONDIDO, C,1 TEL£PHON£: (760) 741-3577 BY: •-~ C: MICHAEL L BENESH R.C.E. NO. J789J REGISTRATION EXPIRATION DATE: J/Jl/07 DATE: UNDERGROUND SERVICE ALERT CALL: TOLL FREE /-800-227-2600 TH/IEE WORM NG DAYS BEFORE YOU DIG CAUTION: IIE/1EMBER THAT THE U5:4 CENTER NOTIFIES OM. Y THOSE UTILITIES BELONGING TO THE CENTER. TIIEIIE COU.D BE OTHER UTILITIES PRESENT AT THE WORK SITE. THE CENTER WILL fl/FORM YOU OF WHOM THEY WILL NOTIFY. LOCAL DEPRESSION PROP. /8" R. C.P. STORM DRAIN (Pl.lJLIC} PROP. PVC OR ABS STORM DRAIN (8" DIA OR LESS) AREA DRAIN CONC. CATCH BASIN WITRAFFIC GRATE 8 FOSSIL FILTER INSERTS S.D. CLEAN-Our T'fPE A-4 CSD DS-/ DETAIL SHT. J D-9 PROP. RETAINING WALL (BY SEPARATE PERMIT) C-2 TRENCH REPLACEMENT TYPE A G-24 Sl7 ----1[g}1---- =========~1□1 rz11Zl/ZJ . 92 SO. FT. 29 L.F. 495 L.F. 16 EACH 4 EACH 2EACH I, 700 Sa. Fr. 15 L.F. QUANTITIES ARE SHOWN FOR BOND PIR'OSES ONLY, CONTRACTOR IS RESPONSIBLE FOR BID QUANTITIES PER PLAN. CMWD = REFERS TO CARLSBAD MW!C/PAL WATER DISTRICT STANDARDS CSD = REFERS TO CITY OF CA.RLSBAD STANDARJJ D.'IAWING SDRSD = REFERS TO SAN DIEGO COUNTY REGIONAL STANDARD DRAWING • = IND/CA TES As MODIFIED PER CITY OF CARLSBAD STANDARDS "SDRSD UNLESS OTHE.~WISE NOTED. SHEET NDEX SHEET I - SHEET 2- SHEET J- SHEET 4- SHEET 5- TITLE SHEET, NOTES, LEGEND, MBREVIAT!ONS GRADING PLAN, TYPICAL SECTIONS ST0,'111 DRAIN 8 SEWER PLAN AND PROFILE EROSION. CONTROi.. PLAN TITLE SHEET EROSION CONTROi.. PLAN CARSLBAD FIRE DEPARTMENT CARLSBAD MUNICIPAL WATER DISTRICT ~ING DEPARTMENT APPROVAL DATE ENGINEER OF W~ DAV/0 A. I/NEER. Dm/TY CITY ENGINEER R. C. E. JJGBI, REG. En. 6130108 DATE ~21« DATE 8;¼ SIGNED L)c,Al,vEl,{~4$31.riANNING 01/ffTOfl MICll4E1. L HENESH DATE ; SIGNED REcOMt1ENr.EoBr i;!'n;<d '=Mra,,4:r: PRINT NAME ~ · ~ R. C.E. 31893, REG. EXP. 3/31/01 DATE • ]". .lq '"R"°,-v~-~-0-,~e-,, 1 -/ _-/-~------------ ~ '---/{)/2,, !DI iNSl'fC TOR DA TE t---t---+------------t---+--+--+----1 [I 11 c1ryNG/N£! DrP~~LSBAD 11 sHE5Ts I . . G'IAD!NG ANo EROSION COIITROL PLANS FOR: TAMARACK BEACH LOFTS MINOR SUBDIVIS/Of!I Engineering Profassional Civil Engineers and Land Suroryor.t 'SIi RCE No. 37893 REG. EXP. J/J/107 . 1 I o? I'll RCE 33069 EXPIRES 6130/08 OWN BY: JS 1· PROJECT NO. 2080 W!ncrldge PlaGe, Suite A. Escondido, CA 92029 Phone 760 741-3577 FAX 760 897-2165 E-Mail, MLBencsh@pacbc!Lnct DATE INIT/41. EN'JINEE~ OF Wl>i'II' REVISION DESCRIPTION DA rE INITIAL OTHER APl'RoV4L CHKDBY: _ RvllVBY:t« MS 05-32 ' .; \ • ' "< ~ il c:, le ~ I I ,.. lcj --------- ======:~~~~~===~====-~~~~=======~--=··_ =·· -~=-----"'·-'----~ •''lcC-h• -a.c, ~-~ -•"'~~':\,I;·;=,.~~ -• ,-.n-~·., ••.. '":r<-'";•,cr,,sc,n,,,,-.,.c~,..,,,,,.,,,.,,...,.,...,;,, '•"~•"•"· ,._,.,, ,-,,~•-,...~-• --,_,·,;. ,,-,~ -,-,- , -, - - ;I :=: j , " I ',! (j \ ' ' ' ' ' ~ ,._, ~1 --..:. ' ~-(:5 ·,. ' , / , , ': ,, I 141 . . GRAPHIC SCALE '! EXIST. CO/IC. DWY I ANO li6'lACED WI SIDEWALK ~ l~ ~I" ' \ \ ' ' 22' \ 0 BE /IEMOVED TD CURB ANO <---w \ GARFIELD STREEr l_ 8% \ \ J PR/VA Tf BACl(FLOW PREVEN. R 8 CLEAN OUT PER DETAIL FF= 48.JJ 48.2,·J-•~¥-1 1Q PAD= 41.5 47.30 /NV FF= 48.JJ PAD= 41.3 47.50 /NV PROP. 4' SD @ s=?. 01 EXIST. DRAINAGE i FF= 48.33 PAD= 47.5 I I UNDERGROUND SERVICE ALERT CALL: TOLL FREE l-800-221-2600 :::-" -'~,-,..l-,,--J. f's -' / FLAP VAL Ii' BACKFLOW PREVENTER ON BOnl /N/.£T PIPES THREE WORKING DA l'.5' BEFORE YW DIG CAUT!ON: ', , REhEMBER WAT THE LS4 CENTER NOTIFIES C/>I.. y 'THOSE UTILITIES BELOA/Gi,VG TO THE CENTER. THE/IE COIJ.J) BE G T!/fR UT/Li TIES PRESENT AT THE WQii,\" SITE. THE CENTER Will iNFORM YOU OF WHOM THEY WILL NOTIFY. SD CLEANOIJT R/W I I -t t EXIST. /?IW ,-----vJlRIES---~~ c------J0'·------+-----30'----- 8' 22" VARIES---.--10' Flow FLOW 8' ?RIVA TE SD __[ 5.5' 55' ' _!__% -===2%~~=>= 2% 2% • EX. 4_' PCC SIDEWALi( (TYP.)J r Ex. AC PA~NTI7--=--7--~~;d-t-- EX. 6'P.C.C. TYPE G-2 Ci.RJ 8 GUTTER_/ EX. 6' P.C.C. / 11'£ G-2 CW! 8 GUTTER. /8" PIJBUC SD • "' STORM DRAIN BACKFLOW PREVENTER (PRIVATE) N.T.S. PfiOF. 4 'PCC SIDEWAL/f' (TYP.) TAMARACK AVENUE RESIDENTIAL STREET (Plf!LIC) /o/07 TO SCA/.£ PROF. DEDICATION ----i I -~-"--_::._ +---'---'----"- SITE 'RETAINING WAL PER SDRSD C- (PER SEPARATE PE/IJ11T) EXISTING GRADE PROP. GRADE PROP. GRASS PAVE - EXISTING RET. WALL PRoTECT IN PLACE 'SEE LETTfR OF GEOTECHNICAL RECOMMENDATIONS FRC¥1 SCS8 T DA TED OCT. 14, 2005. L_ TPM SECTION A Nor To SCALE SITE OUTDOOR S,AIR WELL '\_"fa_ 8' SD SECTION 8 Nor To SCALE FF-=48.33 4' DRAIN PfPE 8 GRATE _ EXISTING GRADE ~li'I--~---l'tliw-, - 'RETAINING WALL PER SDRSD C-1 (PER SEPARATE PE/111/T.) Pt10F. GRADE EXISTING BLOCK WALL ti/WOOD FENCE PRc TECT IN PLACE i.-.-+f-PRoP. 4' SD @ s=0:02 --.... --,, \ WALL DRAIN TO 13E WCA TEO CN SITE, NOT ON AOs•ACENT PROPERTY. ' 'SEE LETTER OF GEOTECINICAL REC:JMMEIIOATIONS FROM SCS/l T DATED OCT. /4, 2005. 0 No. 0 (l) Engineering Professional Civil Engineers and Land S urvryors 2080 Wineridge Place, Suite A. Escondido, CA 92029 Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net SECTION C Nor TO SCALE CURB DATA TABLE /:::,. DELTA I BEA:?ING RADIUS /:::,. 2•22·13• 605.5' N :iz• J5 ·or w - I EW,'IEER OF WORK N!CHAEC . BENESH RCE No. 37893 REG. EXP. 3131/07 LENGc'f REMARltS 25.05' 6' CURB 8 Gur (ER, G'2 10' o· Cllli8, G-1 DATE t--t-------------1---1---+-+~ I szr I crryG~i!OE,~~LSBAD I Sf£5TS I t--_~,_-~--~---_-_-_-_--------+-+--+--t--1;=;:::=.:=,~==::==:==============:!iJ=~ GRADING PLAN F ~R: TAMARACK BEACH LOFTS -,-----------,---+--+---1---1---1 MINOR SUBDIVISION --t----------~--l------+ ~~~~~~~~~===i ■ I Ar ~-PAVI/JA. ~ R . ,e.GI. 4111-I (,,L Al E>tt> ~ .,,.. ot 2101107 I SUBSTITUTED SHEETZ 'IEPLACE GRAVITY SEWER WI PU1PS ANO FORCE MAINS ' DATE IN/ TIAL tJA TE !NI TIAL DATE RiV/S/ON DESCRIPTION I OTHER APPROVAL CITY APPROVAL --,--,-----------.---------- Y ENGINEER DWN Br: JS CillfO Br: (21. Rv;v.o B•: ~ RCE 33%1 EXPl!IES 6130108 PROJECT No. MS 05-32 DATE I DNG. No. 443-6A - l ·····-'·······1·······: ···••!••······ CL PROP. 24 ' owr. CL EXIST. C!.IRB /NL£ END Loe. DEP. • 50.23 TC (50, /5) f"l L<) END DWY. RARE ~ 50./8 TC 50./0 f"l .,; ENDEX. C.!. (50.55) TC (49.12) f"L BEG. EX. C.I. "> c,, (50.55) TC (49.72) f"l ~-"f-l l.n L<) "" ~~~-~~--f---<I 50. /8 TC 50. /0 f"l "' BEG. L OC. DEP. 50.23 TC (50, 15) FL LOCAL DEPRESSION DETAIL Nor TO SCALE ..., 50.57 TC 49.89 FL /0+00 ,, I ' I ltO+OO AH# I 'R CSD 5-/ E 1ST. /8' STi RDWG. J2 6 ORA/JI //+00 ~-~-a+-J-..-+t-1,---------t--- ~ .. 12+00 , I ~ I . >> -'~: ,-~-/ -il¥-1'•~~."1~::: __ +-'~~~~_..,_: ______ \ ti ;,\ \ ~,,., 71:6 . I : \ I --- ' \ \ \ ' 3 -............ . -- C /0+00 r 6 8 UNIT I HOR. SCALE l"=/0' . GRAPHIC SCALE /0 ZO 40 ''----'-' __ rn __.I ( !NFEET) I INCH = /0 FEET )_ I ·~ "/.,/,, , ' J 7r.,'-=s:".:~::.,:-...,"=' .. ~--F~-=..._-:;,,;:"'.'"~-~ Engineering Professional Civil Engineers and Land S uroryors 2080 Wineridgc Place, 'swtc A, Escondido, CA 92029 Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBencsh@pacbcll.net M•ew•IL L. ~iN!S11 R,11 /IJ •. 'l'7 l''I'\ aa. t: ... ,. 1;,,/o't lliQO ENGINEER OF WOR/1 l'11CHAEL L. BENESH RCE No. 37893 .REG, EXP. J/31107 UNIT ,5 -----------------• i ' tr~ -----"-~ ____ Tu ___ _ \ \ \JI ----1--- . . ' . . . ' . ' ' . . . ' . ' ' . . . ' . . i : ' : : : : -----!---- ____ _] -------------! --- i. i i ······················•······-·······---i---< 0 I I \ \ I' I , I ' -' ' I I I f f \ I I '· STORM DRAIN CENTER LINE DA TA No. DELTA I BEARING RADIUS LENGTH RD'1ARl<S (_ I J N 34 °02'02' W -33.23' 18" RCP (PUBLIC) (2) N 34 '02'02' W -29.81' 8' PVC (PR/VA TE) ( 3) N 34 '02'02' W -30.64' • • C 4_) N 34 '02'02' W -J0.29' • • ( 5) N 34 '02'02' W 21.43' • • - SEWER CENTER LINE DA TA No. DEL TA I BEARING RADIUS LENGTH REMARl<S I S l0'51'00' W -49.15' 6" PVC (P/JBLIC) 2 s J4 'OJ ·oo· E -5.56' 6" PVC (PRIVATE) J s J4 'OJ ·oo· E -87.00' 2" SCI/ED 80 PVC (PRIVATE) 4 S l0'51'00' W -19.68' • 5 N 55'51'00"£ -9.58' • 6 S 34'03"00' E 11.02· • - 7 S l0'51'00' W -33.66' • 8 S 34 'OJ'OO' E -41.73' • 9 S 10°51'00' W JJ.05' • - /G .:, 34'03'00' E -11.55' • II S /0°51'00' W J/.86' • - 6' PVC SEWER LA TERAL 2' PVC SCHED 80 FORCE l'1AINS SHALLOW NANHOlf PER STD. DWG. 5-J PR/VA TE PUMP OUTLET MANHOLE DETAIL NoT TO SCALE /8' SQUARE OPENING·--.-,~-, T RAfFIC GRA TE PRE-CAST CONCRETE SECTIONS (SD PRECAST CONCRETE !8l8VF OR £QUA/VALENT) 8" PVC DRAIN PIPE PCC BASE CATCH BASIN DETAIL Nor TO SCALE UNDERGROUND SERVICE ALERT CALL: TOLL FREE l-800-221-2600 TH/IEE W0/1/(/1/G DA rs BEfORE rw DIG CAUTION: REMEMBER THAT THE USA CENTER NQTIF1ES ON1. Y THOSE UTILITIES B/'LONGl,'/G 10 /Hr CrNltR. THE/If COLUJ BE OTHER UTILITIES PRESENT AT TIIE WORI< SITE, TIIE CENTER Will INFORM YW OF WHOM THEY Will NOT/Fr DUPl£X SEWER PUMP SYSTEM ZOELLER N264 OR EQUIV. /PERUNIT. CONTROllERA//0 ~JET CITYE/IGl'r~!D=~."~,A~rRLSBAD ~SETS PUMPS i~' GARAGES, ?ER SEPERATE L___1_j ,ua, .. , "'"""'"" L__[_J BUILDING PERMIT 1---+---------------------;----;---;---;-----i PLAN 8 PROFILE FOR: ' DATE 2101101 DATE I SUBSTITUTED SHEET 3, REPLACE GRAVITY SEWER ,Y/ Pil1PS ANO FORCE MAINS RFVISION DESCRIPTION STORM DRAIN IMPROVEMENTS SEWER IMPROVEMENTS R P..Lc 'I II 0&Jti> '--l••bt ~ ,/.t>? RCE 3305/ EXPIRES 6/30/08 DA TE PROJECT No. MS 05-J2 EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS liFOUIRED, CCNTACT MR. WILLIAM iJANI\S AT 160 801..()1,05 . (PHONE NI.NBER) 2. fQ/1/fflENT AM) WORl(El?S FOR EMERGENCY WOi\11' SHAU. BE MADE AVAILABLE AT ALL T!MfS DURING THE RAINY SEASON. ALL NECESSARY MA TER!ALS SHALL BE STOCKPILED ON S.1TE AT CONVENIENT LOCATiONS TO FACILITATE RAPIO CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. .5. DEVICES SHO'M< ON PLANS SHAU NOT BE MOVE{) OR MOI!!FIEO WITHWT THE APPROVAL OF T/IE ENGINEERING INSPECTOR. I,, THE CONTRACTOR SHALL /?£STORE ALL EROSl'JN CQNTROL DEVICES TO W!JRl(/NG 01/fJER TO THE SATISFACTION Of TIE CITY ENGIIIEER AFTER EACH 11'.ff/-OFF PRO/JUCING RAINFALL. 5. TIE CONTRAc!OR SHALl. INSTALL ADDITIONAL EROSION CCJVTROL MEASURES AS MAY BE IIEQ/1///ED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN C1RCU/'.STAIICES W/i/CH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO ,"/?EVENT f"i.8LIC TRESPASS ONTO AREAS WHERE /MPO!,W{)fD WATtRS CREATE A 1/AlARDOIJS CONDITION. J. ALL EROSION CONTl?Oi. MfAS/JRES PROVIDED PER THE APPROVED GRAJ)ll,/G PLAN SHALL iJE INCORPORATED HEREON. 8. 5RADED AREAS AROUND c'/£ PROJECT ,0ERIMETER MUST DRAIN AWA r FROM THE FACE OF SLOPE AT THE CONCUJSION OF EACH WOR/1/NG OA r. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE EN/J OF EACH WORKING DAY Wllr:71 TIit FIVE (5) DAY RAIN fflOBABJUTY FORECAST EXCEEDS FCRTY PERCENT (40%). SILT AN[) OTHER OfBRIS SHAU Bf R£/10VEO AFTER EACH RAINFALL. 10. All GRAVEL BAGS Si/ALL BE BURI.AP TYPE WtrH J/4-INCHN/11/M/1'1 AGGREGATE. II. SHOULD GERMINATION OF HYOROSEECEO SLOPES FAIL TO PROVIDE EffECTIVE COVERAGE OF GRAJJ£D SI.OPES (90% CQVERA,E) PR/Oil TO N:JVEMBER 15, THE Si.OPES SHALL BE STABILIZED BY !'/.INCH SIHAW INSTALLED IN ACCORDANCE WITH SECTICN 35.023 OF THE EROSION AN{} SEDl/1ENT CONTIIOI.. HAN/JBOOI( OF THE DEPARTMENT OF CONSERVATION, STA TE OF CAUFCI/NIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PER~ANENT AND TEMPORARY EROSION CONTROL PLANTING AND !RR/GA TIO/I SHAll BE INSTALLED AND MAINTAINf!J AS RfQU/RfD IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOUOW/116: A. HYDRDSEEOING SHALL BE Ai'f'LIEO TO: /. ALL SLOPES THAT ARE GRADED 6:/ (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY Afi'E: A. THREE FEET OR MORE IN //EIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. 8. All SLOPES 4 FEET OR MORE IN HEIGH r. 2. AREAS GRAOEO FLATT& THAN 6:1 Wt/EN ANY OF THE FOLLOWING CONDITIONS EXIST: A. Nor SCHEDULEIJ FOR !MPROVEi1ENTs(CCNSTRUCTION OR GENERAL UNOSCAPING) W/THIN 60 DA rs OF RO/r,1/ GRAOING. 8. !DEN//FIEO BY THE PARl(S AND RECIIEA T/CN DIRECTOR AS HIGHLY VISIBLE TO THE Fl.8L/C. C. HA VE ANY S?ECIAL CONDITION IDENTIFIED BY THE cr,r ENGINEER THAT WARRANTS IMMEDIATE !REA TMENT. 8. HYOROSEEDEO AREAS SHAU. BE IRRIGATED IN ACCORIJANCE WITH THE FOLLOWING CRITERIA; I. All SLOPES THAT ARE G.RADEO 6:/ OR STEEPER AND THAT ARE: A. THREE TO EIGHT FEET IN HEIGHT SHALL BE /.~RIGA TED BY l'.ANli WATERING ,"ROM (1/j/CI{ COUPLERS/HOSE BIBS OR A CJNVENTIONAL SYSTEM OF LOW f'RECIPITAT!ON sPR/Nl(LE/11/E/JOS Pf/OWOING /00% CC'IERAGE. B. Glil"ATER THAN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A CONVENTIONAL SYSTEM OF LOW /'REC/PITA T/ON SPRINKLER //EADS PROVIDING /00% ca'IERAGE. 2. AREAS SL'Ji'EO LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEOl'IG. THE DEVELOPER SI/All SUBMIT A PROPOSED SCHEME TO PR')V/OE /RR/GA TION TO THE CITY ENGINEfR. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TrPES AND COSTS OF c'IE ELEMENTS OF THE PROPOSED SYSTE1'1. .5. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEOED GROWTH. C. HYOROSEED/NG MIX SHALL CONSIST OF AU. OF THE FOLLOWING: /. SEED MIX SHALL CONSIST OF 110 LfSS THAN: A. 20 LBS. PEIi ACRE OF f/OSE aovER 8. 20 LBS. PER ACRE Of ZORRO FfSCIE C. J LBS. PER ACRE Of E SC//OOI. ~IA CAL/FORNICA 0. I, LBS. PER ACRE OF ACHILLEA ,'lllLEFOL/A E. 3 LBS. PER ACRE OF AL YSSI./M (CARPET OF SNOW) F. /12 LB. PER ACRE Of DIMORPHOLECA G. ITEMS C,D,E, AND F OF THIS SIJ3SECTION MAY BE Ol11TIEO ON LOCA 710//5 WHERE T/IE AREA BEING HYDROSEE/JED IS NOT VISIBLE FROM EITHER A ,"UBUC STREET OR RESIOENTIAL STRUCTURES. II. ITEM A OF THIS SIBSECT/ON MUST BE iNOCUlA TEO WITH A 1/ITROGEN FIXING BACTERIA AM) APPUEO DRY EITHER BY DRILLING OR BROADCASTING BEFORE Hi'DROSEEDING. /. All SEED MA TEPJALS SHALL BE TRANSPoRTE/J TO THE JOBS/TE IN LMJPENEO CONTAINERS WITH TIE CALIFl»IIA DEPARTMENT Of FOOD AND AGRIC/Jl TIJRE CERT/FICA TION TAG ATTACHEO TO, OR PRINTEO ON S41D CONT AJNmS- J. NON-PHY70-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYOROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE/ MULCH Affl./E[J AT THE RA TE OF NO LESS THAN 2000 l8S PER ACRE. TYPE 6 M'JI.CH (STRAW) MAY BE Si-BSTITUTEiJ, ALL OR P.4RT, FOR IIYDRAULICAll Y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE Br MECHANICALLY .''UNCH/NG NO LESS THAN 50% Of THE SIRAW INTQ THE SOil. 3. FERTILIZER CONSISTING OF AMMON/1.M PHOS"IIATE SULFATE, 16-20-0, WITH 15% S/JLffl/JR APPLIED AT THE RATE OF 500 LBS. PER AC/if: D. AREAS TO BE h'YOROSEEOED SHALL BE PREPARE{) PP/OR TO HYDROSEEDING Br. I. .~01.JGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TiON OF: A. Tl/ACX WAI.JONG SLOPES STEEPER THAN 6:! 8. HARIIOW/1/G ARfAS 6:1 OR FLJ. TTER TfiA TARE SUFrt~IENTL Y FIi/ABLE. C. NIPPING A~S THAT Will NOT BREAX UP USING ITEMS A ORB ABOVE. 2. C'JNOITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: A. ADJUSTING THE SURFACE SOIL MO/STU/IE TO PROVIDE A DAMP BUT NOT S4 TURA TEO SEED BEO. B. THE AWTlcN OF S'JIL A!1ENDMENTS, PH ADJIJSmENT, LEACIIING OR COVERING SALINE SOILS TO PIIOVIOEO VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEl:ED A!ifAS SHALL BE MAINTAl'IED TO PROVIDE A VIGORO/JS GROWTH UNTIL THE PROJECT IS PERMAIIENTL Y LANOSCAPED a-: FOR AREAS Wt/ERE HYDROSEEDING IS THE PERMANENT LANOSCAP/NG, UNTIL THE PROJECT IS COMPLETED AND All BONlJS RELEASED. 8' MIN DIA. FIBER ROLL IX2 STAKE(2 FT. tOIIG) @ 4' 0. C. 2' TO I,' DEEP TRENCH ENTRENCHMENT DETAIL IX2 STAKE(2 FT. LONG) INS TAUA TION DETAIL FIBER ROLL DIKE 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 TH£ FILTFR FABRIC TO THE l\!RE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE ll!RE FENCING TO THE POS7S. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOit. SILT FENCE FILL SLOPE 9 IN. MIN. 2 FT [ARTHEN RIDGE UNLINED SWALE & BERM GRAVfl FILTE:R ~ 77 RUNOFF 'T] WATFR 'MTH SEDIMENT SEDIMENT l\!RE SCREEN FIL TE:RED WA T'ER . ' . . ,;-,( . .c';;, ~ 1f-_,- DROP INLET WITH GRATE ~-cONCRE'Tf BLOCX BLOCK-SCREEN-GRAVEL SILT BASIN --- DROP INLET W,TH GRATE COMPACTFD SOIL TO PREVENT PIPING RUNOFF WA T'ER mm SEDIMENT STAKED STRAW BALE • 2X6 STF/UT(S) FILTERED WATFR STRAW BALES STAKED 'Mn-I TWO STAKES PER BALE END AND SIDE OVERLAP AT CORNERS I Ill 2X6 STRUT(S) REQurRED iVl1EN NOTB ON PLANS HAY BALE SILT BARRIER GRA 'IEL BAGS OVERLAP ONTO CURB GAP BETWfEN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS Ill TH ENDS QV[RLAPPED GRAVEL BAGS LOG CHECK DAM LEGEND DESCRIPTION STABIIJZED CONSTRUCTION ENTRANCE (TC-I Modified u FoOo• lletal Shaker Platea reljUired unleBS specificallr nlvecl by the eniin••rmi ln!IJlector due to si!. coll8lraln18. Root Size mall be z• Klnu. l Ienco. bm!cadl, ar other device a"ro•ed by the .nlineerlng inspector shall be used \o reslrlct colllt,ucUon tra!lic ta the coutrudi011 ontranee.) SILT FENCE GRAVEL BAGS Engineering Prefessional Civil Engineers and Lind S urvryors 2080 Wineridgc Place, Suite .A, Escondido, CA 92029 Phone 760 741-3577 FAX 760 897-2165 B-Mail: MLllencsh@pacbcll.net • ' SYMBOL QUANTITY 1 EACH --•--•-190 LF. 60 EACH MIC/1.<El L. BENESH, -DATE R.C.E. J189J, REG. EXP. J/J!IC1 · ff~ II ' DArE El/fJSION CONTROL PLAN$ FCR TAMARACK BEACH LOFTS MS 05-J2 A'ffl?l'Fa· ~~ c. HAmA,"o/ 1---+--+--------------11----+--¼---1----1 lfo:A!4<~---'~~~,/~z1r,4..~~~=c-------''~/~~~/o' ()TY CIIG.'NEER RCE: JJ069 .'/EG. fXP. 06(30/2()()8 r lJATE I----DA-TE-+-/il-lT/-,1/1.-+----------------~E~A-rE-~IN-m-.L--1--~o.~~"-,-+~1,-1,-,M-f ~DflA;:; =W/1::::;:BY:B=, =~~:~~~;:=====Pf?O.E:::==c=r ND.======:::;~=-::,.0::::,-~="'-=,M-G=--M)=-=. ~ REVISION DESCRIPTfON 'i/:;;E':o:~~~-:--MS 05-J2 44J-6A 0,/ER 11PffiVYAl CITY A/fl/OVAL ' ;.i{~Yf ' I ' I \ \ - /"""'ii I / / I I / I I ·1 / ' / =~,,-~----' . I \ \ I . I \ \ / / - - ---- t I I fl "" .. • I - ', '-____:,.____:'--------r------"-i ~\ t~'3fc------'-----Jf', I', Engineering Professional Civil Engineers and Land S urvryor.r 2080 Wina:idgc Place, Suite A, Escondido, CA 92029 Phone 760 741-35_77 FAX 760 897-2165 E-Mw: MLBenesh@pacbc1l.net --' \ \ I I \. \ I I / -I I 1 1 / I I I / I I / ----... - ' '- / , MICHAEL L. BENESH, RCE REG. EXPIRES J/J/107 • @ GRAPHIC SCALE ( iNFEET) I INCH : /{) FT. t----+----+----------------+-----t----tr------1-----t ;::I =S/EE=5=T =-1-=c=1=· t=y==EN!i=o-=f=R!NG=, £=~=r==1 s==b=a=d=-=I =S!E=~=rs:::::I Eff/JS/ON CONTROi. /'1.A!IS F0/1: • TAMARACK BEACH LOFTS MS 05-32 A ____ _ ,,rM• AffWVEo·z:;c.H~• ~===-~=-=----__i~~'-~zt'..!...~ M l(.i,1 l~L t.. 0,.,,,.. Vl'TI. 1----1-----1---~-------------l-----+--+----+----I ~''_Y_ENG_-INfE_R_R_Cf._:_3J06_9_fl£_G._EXP._._06_1._JO_V20_08 ______ 0_4_TE~ i C6 1' • · '.) 7 I ,'\ DA TE INITIAL DA TE IM-n/!L DATE /NIT/Al Orwm Br:_--~ H?OJECT I'/(), DRAWING No. - n .... e,,. ,,./\1 1o, REVISION DESCRIPTION CIIECICEOBY: 'il-$:t" HS 05-32 443-6A "" I' ENG/Nm/ OF w,,.. 0TJ£il A'ffl)VAL Crrr Aiffl:?VAL f.EV/EWf[} Br: /7.r ,,_ ,, ' '"--' -....,.,__.._ ·-"-=~· ~ ~ . ..-,...._-~--~~ \