Loading...
HomeMy WebLinkAboutDWG 401-9G; CT 98-14; THOMPSON/TABATA PHASE 3; 01-10GRADING NOTES (!N ADDITION TO THE REQUIREMENTS o,c CHAPTER 1106 OF THE CARLSBAD MUNICIPAL CODF) I. THIS 0 LAN SUPERSEDES hl OTrcE, Po/1NS PRE\10USL Y AP"ROVED 9Y THE CITY OF CARI SBA) Rl::GA,DNG GRAO,NG SHOWN ON THIS SU OF DLANS. 7. APPROVAL OF !HIS ~LAN DOES ~or LESS[~ OR WAIVE ANY PO,TIGN QF THE CN<IS8AJ McNICIPAL CODE, RtSOLUTON OF CONDIT:ONAL ,i\PPROVAI, c:ry SIANDARDS OR OTHER ADDITIO~AL DOCUMLNTS LISIED HEREON AS WEY MAY PCRTAIN TO THIS PROJECT THE ENGINEER IN RES 0 0~SBLE CHARGE ScALL R'::VISE THESE PLANS WHEN NON-CON"ORMANCE IS DISCOVERED. 3. CITY A0 P'lOVAL OF PLANS DOES NCT RFL IFVE :HE DFV 0 LOPER 0~ ~NGINffR--CF WORK FROM RESPONSiBIL.TY FOR TcE CG,RECTl'.lN :)F ERRORS AND o~:SSIONS DISCOVt:RED JURING CONSlRUCTION. Al L PLA~, RFVSIONS SHALL BF PROMPll v SUB~, I TD TO THE CITY cNGIN[[R fO, A~PROV.~L. 4. A RIC"1T-OF-W.AY PERM,T FROM THE CITY ENGI\EE, WILL BE REQU!RED FOR ANY WO'i:K IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A. CERTIFICATE OF INSU'IANCE MUST BE 0 1LED llAMl,G THE CITY OF CARLSBAD AS AN A')DIT!ONA!_ INSLRfrJ ON TrE PERMITTEE·s POL,CY ,N THE MINIMJM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF 1.IABILI IY. !HE NSURANCE COMPANY WRIT:~G TH, POUCY MUST HAVE. ft RATING OF ''A" AND A sizt Ci\ TEGOF!Y c( -CLASS V AS (STl\81.iSHrn BY "BESTS" KEY R/1 TING GI.TOE. -·· - 5 UNLESS FX[MP IED BY SF(;7101\ .501.(b )5 OF hE UNIFORM BLILDING CODE, RETAINING WALLS OU"SIDE OF D!JBL,C R:G'll OF WAY REQJIRE SEPARATE PERMITS FROM THE BUILDll,G DEPA~TMENT. 6. NO WORK SHALL BE COMMENCED UNTIL Ale PERMITS :AVE BEEN OBTAIN[D FROM ~HE CITY .AND OTHER APPROP'<'ATE ACENCIES, 7, APPROVAL OF THESE PLANS BY Tee CITY ENG'NEE•R DOES ,\QT AcbORl?E ANY WORK OR GRADING TO 3F PERFORMED UNTIL THE 0 ROPERTY OWNER'S PERMISSION HAS tlEEN 03TA:Nrn AND A VALID GRADING Pl:RMIT HAS BFEN ISSUC:0. 8. NO R[l/!S!ONS Wl~L BE MADE TO TcESE PL/lflS W:THOUT THE WRITE\ APPROVAL U' 'HE CITv ENGINEER, NOTED WITHIN TsE REVISION BLOCK, ON TcE A"PROPRIATE SHEET OF 7HE Pl /1.~lS AND THE TTL c SHEET. 9. ORIGINA,_ DRAWINGS SHAL:_ 3CCOME 1hE PRO"'.:RTY Of THE CITY UPON BEING SIGNED BY Fil: CITY ENGINEER. 10. TrlE ORIG!NAL DRAWING SHALL 9F RFVISED TC lsEFlFCT AS-BUlcT CONnll'JNS BY THE ENGINEER-OF-WORK 0 RIOR TO FINAL ACClPlA\CE CF THF WORK BY THF CITY. 11. ACCESS FOR FisC AND OT'iER [M[RGE~CY VEc·cLES Sl!ALc BE MAINTAINED TO 1Hi;_ PROJCCT SITE A-ALL TIMC:S DURl~G CONSmUCTION 12, WHERE TRENCHES ARE W!7H N CITY E.ASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARv SHEET, (B) cABORATORY WORK SHEETS ANJ (C) CmPACT!ON CURVES, SHALL BE SUBM:F[D BY A PROFESSIONAL ENGINEER o, THE STAT or CALIFORN A, PRINCPALL Y DOING BUSINESS IN THE F1 ELD 01 ,APPLIED SOILS MECHANICS. THc SOILS REPORT WILL BE SUBM!TT[D TO THE c:TY ENGIN[FRING INSPECTOR WITHN TWO WORJ<!NG DAYS OF THE COMPLETION OF "IELD TESTS. 13. A sots COMPACTION REPORT l'.ND COMPclANCE VERi"ICA'ION REGARDING .ADcEicNCc TO RECOMMENDATIO~S OUTLINE) !~ THE SO!LS R[0 0RT IS REQUIR[D PRIOR TO TfiE ISSUANCE OF A BU!cDINC 0 ERMIT, ALL CCNTROLLED GRl,DING SHALL 8[ DONC UN,JER THE DIRECTION OF A. PR0°ESSIC:NAL E~GINEFR OF T'-IE STAT[ OF CALIFORNIA 0 RINCIPALLY JOINC BUSINC:SS IN "HE FIELD or APPLIED SOILS M~C,ANICS. Ad File OR FJTU~E FILL ARFAS SHAL•, BE CONSTRUCEO I~ ACCORDANCE WITH THE CITY OF CARLSBAD STANQARD SPEC!FICATIONS AND -HF " 0 ARTHWORK SPFCIFICA !IO~S " ATTA.CHED TO THE PRELIMINARY SOILS INV[STIGA T'ON. DAie y f IELO COMPA,C I ION RFPOR rs \~LL BE SIJBf/lFU) TO "HE ?R:lJfCT l~SPEC,OR. 14. A 0 RFCONSTRcCTION MEETNG SHAI I BE HEcO AT THE SITE PRIOR ~o T-E BECINNIN.G Q0 WCRK ~'c\iD $HAI sc ATIE~JEC') BY Al I 8.EPRESENB TIVES RC:SPONS:BLE FOR CONSTRuClllN, INS 0 ECTON, SUPER~SION, .. TFST~G AND .AU OTrER ASPECTS OF THE \l/QRK. THE CONTRACTOR SHALL SCHEDULt THE 1\/E~TING Tl-iROUGH THE PERMIT CLERK ( 4-55 1161 ext.4.323 ) A-LEAST FiVl:(5) WORKING D.I\YS f'RIOR TO STARTING CONSTRUCl'O,. APPROVED OciAWINGS MUST Be AVAILAB F ~RIOR TC SCfTDUI_ING, TcE GR,11'NG PERM!! WILL BE PROVIDW BY THF PROJl:C f :NSPECTOR AT IHl MEETING. 1:i. Al. !NSPECT!ON REQUESTS OT:-,cR THA~ FOR PRCCONS IRIICTIQl'l _M"fl1 NC WI' L BE MADE i;JY CAI I ING. ... _ .. THE FNG!NFERING 21 HOIIR INSPF.CT~Ol!L_RcOdFST I IN, ~I (760\ 43il=31i91 'NSPECT,ON RE"UEST MUST BE RECEIVED PR'OR TO 2, 00 P.M. ON I cF DAY 8:_FORE THC: INSPECTION IS NEEDED. INSPECTIONS WIii Be M.AOE THE NEXT WORK IYAY UNI_ESS YOU.REQUEST OT"ERWISE. REQUESTS M.ADC: AFTER 2:00 P.1/. Wlcl 3t SCHEDU'-ED FOR TWO FU,l WORK DAYS LA-'t.R. 16. Irle OWNER AND/0~ APPL'CANT THROUGH T!E CcVELOPER ANJ/OR CONTRACTOR SHALL DES'GN, CONS'RUCT AND MAIN"AIN ALL SAFETY DEVICES, 1,1.CLUJ,~G SHORING, AND SHALL BE SOLE! Y RESPONSIBLE FOR CONfORMING TO AU .. LOCAL, STATE A\D FEDERAL SAFFTY AND HEALTH STANDARDS, LAWS AN) REGU,ATIONS. ·,7 CHE CONTRACTOR SHALL CO~FORM TO I ABOR CODE Si'CTIO~ 6/0'.J BY SURMl!II\C A D[TAII P,/1N TO THE CITY ENGINll:R AND/OR CONC:cRNED AGENCY SHOWI\G THE )ESIGN OF SHORING, BRACING s, OPING OR OTHcR PROVISIO~S TO 8[ I/ADE OF WORKER PROTECIION Fc::)M !HE HAZA'<D OF CAVI\C GROUND DURING Tl![ EXCAI/AIION Of S:cCII TRENCH OR TRE\CHES OR DURING T"E PfPE INSTALoATION THE,C:I\. TH!S PLAN M'cST BE PRl::"AR[O FOR A.LL TRENCH[S riv: FEET (5') OR MORE IN DEPTH ANO APPRO ✓EJ BY T,!E C:"Y rnGIN[Ul AND/OR CONCERNED A.GENCY PRIOR TO EXCAVATION. IF THE PIAN VARIES FROM THF SHORNG SYSTEM STAND.ARDS ESTABL'S,IED 3Y F,E CONSJR.,JCCION SAFFTY ORDERS T!TLE 8 CALlfQRN'A ADMIN'STRA,TIV" CODE, THE PLAN -SH,~LL BE f'REPARED BY A RcGISTEREJ ENG'NEER AT THE CONTRA_CTORS EXPENSF. A COPV Of THE OSHA EXCAVAT'ON PERMIT MUST BE Sc!BMl!IEU 70 T-0 INSPECTOR P'<IOR 10 EXCAVATON "8. NO BLASTING S'-!Alc BE PERFORMEJ .Hrnl A VALID BL,ASTING PFRMiT HAS BffN JBTA NED FROM THF CITY 0° CARLSBAD. SJBMIT APPL!CA l!ON FOR BLASJ:NC PERMIT WELL IN ADV/\.NCE Of ,HE SCHEDULl!,G CF BLASCING OPER.A no,s. 19. IF ANY ARCHAEO~OGICAL RESOURCES ARE DISCOV0 RED W!"HIN ANY WORK ARCA ,;,;RING CONSTRUCTION. -OPERATONS WILL -C0 ASE IMillfJIATE Y, AND !Hf "lRMI rTE[ WIL'-NOT,FY THE C. TY tNGl,tER. OPER.~ TIONS 'N'LL NOT RFSl AR I UNTIL THE PERMITTEE HAS RECE 1/EJ WR,TTEN AUTHORITY mew rnE C TY ENGINEER TO 00 SO. 20 .. ALL OPFRATICNS CONDUCTEC ON CHE SITE OR ADJl,CENT THERETO, INCLJDING WARMING cP, REPAIR, ARRIVAL, DEPARTURE OR OPERAT,ON OF TRUCKS, EARTHM0\1NG EOUIPIAENT, CCNSTRUCTIO~ EQUIPMC:NT AND ANY OTHER ASSOCIATED GR.A:JiNC EQUIPMENT SHNL RE UM:TED TO THE Ci_RIOD BC:TWi:EN I! \JO A,M. M,D SUNSET C:ACH DAY, 11/0NDAY THRIJ "RIQA.Y AND NO EARTHM8VING OR GRALJING OPERATIONS SHALL Bf CONDUCTED ON WEEKENDS CR HOUDAYS. (A LIST OF CITY HO<IDAYS IS AVAILABL: Ac T'1E ENGINEERING DEPARTM[NT COUNTER.) 21. ALL Off,-SIT: HAUL ROJTES SHALL BE SUBMITTED BY THE CONTRACJOfL TG TII[ Cl1Y i:NGINEFR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNl~G OF WORK. ····---··----···- 22. IMPORT MA TERI AL SH.ALL BE OBTAl~:D FROM, AND W,\STE MA TERIAI SHAI L BE DEPOSI '.ED AT, A SIT[ APPRDVEO BY THE c•-y ENGINEH. THE GQ!tlRAUQE_ SH/\c.L BE RESPONSl3LE "OR ANY DEBRIS OR DAMAGE OCCURRlflG A_,GNG THE ii/\~_L ROUTES OR ADJACcNT STRfCTS AS A RESUI T OF THt GRADING OPTR1\_1]_0N. 23. 3,US" S'1ALL BE ciEMOVED ONLY WITHIN Th[ AREA TO BE GRADED, NO TREES ARE TO 8E REMOVED U~LESS SPECIFICALc Y NOTE) ON T~E 0 cAN. 24. ALL ARFAS SHALL BE GRADED :O DRAN. GRADING RESULTING IN THE PONDING OF' WATE'i IS NCT PFRMl,TED. ALL CARTHEN SWALES ;\ND DITCHES SHA.cl HAVF A MINl~IUM ONF ?cRC:.N: SLOPE. 2b. 1HESE PLA.NS ARE SL;BJECT TC A SIGNlD AND APPRCVED SE I or EROSIO, CO\:ROL PLANS, EROSION CONTROL SHALL 0[ AS SHOWN AND AS APPROVED BY THF C Tv ENGIN°ER OR .AS Dl,~CTED BY THE f'RCJEC; INSPFCTOR, 26. ALL SLOPFS SHALL SE TRif/MED TO A F'~'SH GRADE TC PRODUCE A UNtrORM SURFACE AND CclOSS SECIION. TH[ SICE Si"ALL 8[ LEF; IN A ,EP.T AND OROE,:_ Y CONDITION. Alo STONES. ROOTS OR OTHER OE?R!S SHALL BF RFMOVED AND DISPOSED or AT A SITE APPROVED OF BY THE CITY ENGl\[FR 27. ,Acl SLOPES SHAcL BE IR~GATFD, S!ABIL:ZED, PLANiED ANJ/OR i0 YORDSEECCO WITHIN TE, (10) DAYS Of ,HI: llME WHEN EACf' SLOPE IS BROJGHT TO G'iADE AS SHOWN ON TcE APPRCVED GR,AO NC PLANS. 28. LANDSCAPING SHALL BE ACCQhAPLISHED ON ALL SLOPES AND PADS AS REQUIRED gv THE C•TY OF CARLSBAD LANDSCAP[ MANUAL AND TcE LANDSCAPE PLANS 0 0R THIS PROJcCT owe NO 401-9L AND/OR AS DIRECED av Tee CITY ENGINEER OR PLA\NINS DIRECTOR 29. TH[ .OWt,ER/APPLICANT SHA,L INSURE iHAT ALI CONcRACTORS SHALL COO'iDINA.TE THE WORK OF THc-SE GRADI\C PLANS ~TH ,'HA l SHOWN C\ BOTH THE LANDSCAPF AND ,RRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUl:lED FOR THIS WORK IN ACCORDANCi: Wl1H !HE LANDSCAOE MANUA, HAE REQUIREMENTS. WORK TO BE DONE 30. STORM DRA N P PE SHAcL BE REINFORCED CONCRETE PIPE WITH /1. ~INIMUM SHEET INDEX J-LOAD OF \35C. FO'i PR'VATE STORM DRf1IN PIPES, UP TO '5" PVC MAY BE UTILIZED DROV!DED JCPTH IS LESS THAN 15 FEET ANG BACK1ILLCO W'TH 3/4" ROCK 0 ER SDRSD S-4 ~YPE "c" A\D P!Pt: l✓cE IS ASTM SCANCARD 3034 FOR SDR 35 SOLID WAL'-PIPE, DESCRIPTION SHEET NUMBER 1 CITY OF OCEANSIDE WE GRADING WORK SHALL CONSIST OF T:cE CONSTRUCT/ON OF ALL CLTS AND r1us, R[MECIAL GR~G. J~AINAGc F'.AC,clTIES, [RCSION CONTROL FACILITIES, ANJ PLANTING Oc PERMN,ENT LANDSCAPING AND rREPAR/,TION OF AS-81JIIT GRA)ING Pl MJS, .l\S-BU'LT GcOcOGIC MAPS ,ND ll[OORTS, A .L AS SHOWN Cls R[QL'Rl:J ON CHIS St I OF PLANS A.'i) ,HI: CITY STAN~ARDS. S0 EC!FICA.TONS, REQUIRFMFf,TS. ,,SCLUTIONS AND CROINA,CES U-IEJ ON THESl PL.s\S, HIGHWAY 78 31. WHERE AN EXIST,NG PIPE LINE ;5 "O BE ,\BANDONETJ AS A RESUL: OF Tl I[ GRAclNG OPERA TON. 11 S':ALL Bf REMOVED WITHI~ TWEN fY FE~: OF BUl'_Dl,G OR STREET A.RlAS /1.~D R[0 ; ACED WliH PROPERLY COMPACTED SOILS. IN OTI-IC:R AREAS TH'= Pt 0 ,: Wll BE PUGGED WITH CONCRI:_ lE CR REMOVED AS APPROVED RY ,1,:: CITY E},GINEER. 32. THE CONTRACTOR SHALL VERIFY THF ,OCATIO~ OF AU EXIS l~G FACILITIES ( ABOVE CROLND ANO UNDER GROUND ) WITYIN TSE >~OJl::Cl SITE Su°FICIENTL Y A~EAD OF GRADING TO PERMIT THE REV!S'ON OF T!E GRAD!NG PLANS !F IT ,s FOUNJ THAT THE /1,CTUAL LOCATIONS ARC: IN CONFL:CT wr-H THE PRO~OSEJ WORK. .J.J. ~HE CONlRAC !OR SH.Alo NOTIFY AFFECTED UTUTY ~OMPA~IES (SEC: BELCW) AT TITLE SHEET /INDEX MAP LEGEND AND STREET SECTIONS SECTIONS & DETAILS ROUGH GRADING PLANS EROSION CONTROL PLANS 2 J 4-8 9-10 LEAST 2 FULL WORKING DAYS P,IOR TO STARTING GRADING N[AR THEIR FACILITIES ANC SHA'-L COORDINATE CHE WORK WITH A COMPANY REPRESEN I A llVE. UNDERGROl!fD SERVICE Ali:.RT 1-800-422-<133 NOTE: GRADING QUANTITIES SHOWN AR£ FOR PERMIT PURPOSES ONLY, AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES PACIFIC OCEAN SDG&E (760)438 6200 PAClf:C 8El_l \ /60)489-3441 /I.DELPHIA CABL:: ,750,438 1747 CITY '.JF CA'<LSBAD(S"Rff"S & STOR!v CiiAIN) (760)438-2980 EARTHWORK QUANTITIES CUT: ___ 313,046 CY CARLSBAD MUNICIPA'-W.A ,[R DISTR'CT (WATER,SEWER,RW) (760)438-2722 -54. OERMIT COMP"IANCE REQU;REMENTS FILL:-335,135• CY IMPORT: 22,089 CY PROJECT SITE A. cOR CO\"RCLLED GR.AD 1 NG -THE M'l'LICA.NT HIRES A CIVlo ENGINEER. so:Ls [~G;NEE'<, AND/OR GEOLOGIST TO Gl'✓E T[CflNICAL ADVICE, OBSERVE AND CONTROL T~E WORK IN PROGRESS f71.06,17C(;J)( CARLSBAD ls'UNICIPAL CODE. B. PRIOR TO FINAL APPROVAi OF A CSl\lJll,_c; P[RM:T -I HI: FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY cN31N[ER VIA THE PROJECT !NSPFCTOR /11.06. 190(8)1 CA.RLSBAD MUNICIPAL CODE: (1) FINA: REDORT BY SUPERVISING GRAD:NG Et,GINffR S'ATING ALI GRAJt,G IS COMPLETE AL'-EROSiON CONTROc, SLOP[ Pl ANTING A\S IRR,GATION ARE INST.~cLED IN CONFORMANCE WITH CITY COJC: /\NJ THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER ,ROM CITY ENGINEERI\G OEPNnMrnT). (2) AS-BU LT GRADING PLAN. (3) REPC'F <ROM THF SOkS ENGl~EER, WslCH iNCLJDES RECOMMENDED SOil HE.ARING CAP.~C,T•ES. A s, A TEMENT AS TO THE EXPANSIVE JJAL:TY OF THE SOIL, AND SUMIJARl[S OF FIEcD A~D LABORATORY TESTS. THE REPORT se,\1 L Al so INCLUDE A SIATeMENT BY "HE SOILS ENGINEER T~AT THE GRADING WAS JONE 'N ACCORD/I.NC[ WITH THE REQUIREMENTS 1\ND 1<,COMMENDATONS OUTLINE!) IN THE P'1[LIMIN1\RY SOILS RlPOiF AND ANY SUPPLC:MENTS THERETO, (4) REPORT \\flH AS-BULT GEOLOGIC PLAN, T RfQIJIRED BY THE CllY. / EXPORT: 0_ CY REMEDIAL: 220,000 CY *INCLUDES SHRINKAGE DUE m RAW CUT AND REMEDIAL GRADING .35. UNLESS A GRADING PERMIT FCR THIS PROJECT IS !SSUEO Wi'H:N O\E (I) YEAR AFTER THE C'TY ENGIN"fR'S Af'PROVA.,, THESE PcMIS MAY BE ,EQclRED TO BE RESU3MITED FOR PLANCctCK. PLANCHtCK FEES WIil ti[ RlQUIRED FOR ANY SUCH RECHECK. 108 107 106 36. THE SOILS REPOfHS Ti~LED GfOTl:ctlNICAL INVESTIGATION -1-5U!'l'LElfNTAL EXPLORATORY TIIDICHlliG, 0 REc'ARED BY GfOGON i'ICORl'ORATED , DA1E.D &rJ'TEl"lll:R 2, l'l'l!l i MARCH 1G. 2001 SHALL BE CONSIDERED AS A PA.RT or THIS GRAc)•NG PLA\. ALL GRADlr,~ SHA,l BE JONE IN AC~ORDANC:: w:TH T~E RFCCMMFNiJAIIONS AND SPECIFCATIONS CONTAINED IN SAID SOILS REPO;F. "DECLARATION OF RESPONSIBLE CHARGE" I Hl:REBY DECLARE THAT I AM THE ENGNEER CJ, WQRK F'OR THIS PROJcCT, TIIAT HAVE EXERCISED RESPONSIBLr CHARGE '.Jl/cR TH[ DES•GN OF :HI:_ rROJEC-AS DEFINED IN SECTION 6703 OF T'1E BUSINESS AND 0 ROFESSIONS CODE, ANJ 'HAT TrlE DESIGN 'S CONSISTE\ T WITH CURRENT STANDARDS. I UNDE,S"AND TH.A" IHc CHECK O, PROJECT DRAWNGS f,NO SPECiF1CATIONS CITY OF CARLSBAD DOES NOT REU[V[ ME. l,S ENGINEER OF WORK, RfSPONSl8!LI CIES FOR PROJECT D[SIGfI FRM, ADDRESS: RBf CDN5UL TNG 14725 ALTON PARIIWA, BY:~--·-· - MARIi 5. A SON R.C.E. ~O., 2.a21 BY fHE Of MY C'TY, S' A TE: l!Vt!E. CA 92G15 TELEP'!ONE: 'l4q,47z.3505 REGISTRATION EXPIRA 0 10, •JAE, MARCH 31. 2005 SOILS ENGINEER'S CERTIFICATE , MICHAELE. EMtJK;K , A REGISTCRED CIVIL I: \Gllstl'< OF T,E STATE OF CALIFORNIA, PRINCIDALLY DOING BIJSiNESS 1 N H< FIELD OF APPLIED S011.S MECHANICS, HEREBY CERTIFY THAT A SAMl'LING A,,r, s !UOY or THE SOIL CCNDITONS PREVALENT Wl"HI\ ,HIS SITT: WAS MADE BY ME CR IJ~JER MY J'RECTION Bl: WEEN THE DA :ES Of 5EFTl:l'lll'R 2. 1'196 AND MARCH lG,2001 . rwo COPIES OF THE SOILS LOT NUMBER TRACT BOUNDARY SHEET BOUNDARY SHEET NUMBER R[PCR"S COMP oED FROM THIS Sl'JDY, Vi!Tfl '°y RECOMMENDAT'ONS, HAS BEEN SUBMIT7FD i O I 0 E OFF CE CF TH[ CITY ENGl'lFER. NOTICE TO CONTRACTOR: / eo TAl!ATA REStl)EIICE 'h:\,,. "~. ·. '~'·,%\' .. ... ' . ,'• .:~.' AU UNOFRGROUNU UTILITIES OR STRUCTURES REPORTED BY Tiff'. OWNER OR OTll[RS, ANO THOSE SHOWN ON /HE RECOr'IDS SIGNED, ~,··~ P.E. NO.: EXAMINED Al?f IN!!!CATED WITH THf'iR APPROX/MA TC LDC~ !!ON AND [XT[NT. THE Ol½V[R, BY ACCEPTING THFSF PIANS OF/ OROCEED!NG WITH IMPROVCM[NTS P'.JRSUA/'I / IH!:R!JO, AGREES /0 ASSUM[ LfABILI TY AND TO HO~D Ui'IDERSIGNED HAi?VL[SS FOR ANY DAMAGES R[SU!..T'NG F.ROM Tl/[ [XiSTfNCE OF UNDCl?GROUND UTiLIT/[5 or, STRUCTURES NOT S:EPORTFD TO Ti/[ UNDERS!CNED, NOT INDICATED ON T!I/C PUBLIC RECORDS FXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OF/ SHOWI/ ON RECORDS f:.XAMlNED. THE CONTRA;;TOR IS REQUIF?£D TO TAKF DUF PR[CAUTJONARY-MEASUFtCS TO PROTECT Tl-IE UTIL/Tl[S OR ST,'?UCTUf?FS SHOWN AND ANY OfHER U//LfTTES OR STRUGIUR[S rOUND AT )H[ SIT[, iT SHALL BE TH[ COl'ITRACTOR'S DATE: RESPONSIBILITY TO NOTIF'Y THE OWNE.RS OF THE UrJL//!ES OR "IHUCTUR[S CONCERNED BEFORE STARTING WORK, > '--·'::-, ' .;>, •·,,<, . ''·· LICENS= EXPIRATION )A CE: OWNER'S CERTIFICATE THE EXISTFNCF Ai'ID LOCAi/ON OF ANY UNDERGROUND UTILITY PIITS OR STRUCTiJ.~[S SI/OWN ON THIS PLAN PRF OBTAiNEO•,BY A SEARCH or AVAILABLE RECORDS, TO TH[ BEST OF OUR KNOWLEDGE THF,?F ARF NO EXIST/NO UT!! ,'//ES EXCEPT AS S.'!OWN ON TH[S[ PLANS. !HE CONTRACTOFI IS REQUIFl[D TO TAKE DUE PR[CAUTICNiRY MEASURES TO PR:JTECT THE L/i!UTJES SHOWN AND ANY 0/Hffi L!NE.S OF/ STRUCTURES NOT SHOWN ON IH[SE PLANS. AU CONTRAC.'O!?S AND SUBCON!HACTORS PERFORMING WORK SHOWN ON OR REL.ATFD TO THESE PLANS SHALL CONDUCT T/I[/R I ( WE ) sEREBY CERTIFY THAT A ~l:G:SIERED SOILS f~GINEER OR SUPERVISE OVER-ALL AND 5T.~3'LI !Y OF OPERATIONS so THAT ALL [MP/_OYrrs ARE P.ROVI0£D A SAFE PU,C[ TC WORK AND Tl{[ PUBUC iS PROTECTED. ALL CON!r?ACTORS AND SUBCONTRACTOFIS Sh ALL COMPLY WITH THF "OCCIJPA T!ONM SNE /Y ANO HEAL TH REGULATIONS" OF THE U.S. DU'ARTM[i'IT OF LABOR, GEOLOGIST cAS BEEN OR WILL BE RETAINED TO GR.AJING ACTIIHY .~ND ADVISC ON THE COMPACTION THIS SITE. ~ ~-·-·•··-~ ---llf:"'-.. -· NAMES#N WA'Q\.N~ DA ff r INOUSTF//A/ ANO WITI-I THE SIA TE OF CALIFORN!A DEPARTMENT 0 RE/_A :IONS' "CDNSTR/!CTION SAffJY ORD[RS" MvY WAY !'OH lHE CONTRACTOF/S' AND SUBCONTRACTO,qS' COMPLIANCE WITH o, T/J[ us DEPA,RTMENT or IABOR OR Wlffl TH[ CIVIL [NGIN[ER SHAcL NOT BE RESPONSIBLI: IN "OCCuPA T/ONAL SAFETY A/'10 HEAL Tl-I REGULATIONS" DEPARTMFNT or INDUSTRIAL RFLA TIONS" "CONSTRUCT Tl-IE STA TE or CALIFORNIA !ON SN'ETY OF/DEFIS". 'IA[ SOLE AND COMPL[T[ RESPONSIBILITY FOR JOB SiTE CONDi/JONS DUf?fNG THE /HE INC SA'E IY or ALL PERSONS AND PROPERTY, Tf/AT Tf-i/S FIFOUIREMENT SHALL ,AL WORKING HOURS, ANO THAT THE CONTRACTOR SHAL~ OEffND, 'NDEMMFY AND M ANY ANO ALL LIABIL/TY, ,q[AL OR ALL[GED, IN CONNECT/ON VJT/1 THE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON Tc ESE PLANS WAS CENtRA TED BY PliOTDGRAMHffRIC 11/ETHOOS FROM INFORM/, TICN GATHERED ON 1'197 BY A5AN,LO AERIAL 5tRI/Er INGOO'ORA T!l) CONTRACTOR FURTHER ~G.RE[S THAT II[ Sf/ALL ASSU CCURS[ OF CONSTRUCTION OF THIS PROJECI, INCLUO APP:. Y CON T!NUOU'5L Y AND /'10 T /J[ UM! TED TO NOF/M HOLD THE OWNER AND Ti!E ENGINEER l,At?ML[SS F"IO PLFIFORMANC[ or ,VORK ON THIS P,ROJ[CT, EXCFPTI/\ 'G FOR LIABILITY A,q/SING /HOM THE SOLi: N/;GL/G[NC[ OF TH[ OWNER OR THE ENG/N[H?. Th[ PU{?POS[ OF OBTAIN/NG THE N[CESSP.RY PERMITS, ANC RBF THE ESmAA fEO QUANT!Tr[S HtRf:"ON Ar<E Ci\'L Y FOF? CONSUL TING DOFS NOT GiJAFIANTFF /'-I[ ACCURACY C 01½~ QUANTITY TAKEOFF BEFOR[ SUBMITT!NG A BID F TOPOGRA 0 HY SrOW\ IICR[ON CONFORMS TO NA.TIONAL MAP ACCURACY S 'ANJARDS. PROJECT LOCATION THIS PROJECT IS IOC:Alt.D WI ff-''N ASSCSSORS PARCEL NUMBE'<(S) 214,170-74 , 214-170-7', I HE CALIFCRN!A coc,c:NATE IND[X Of IHIS P~OJ[CT IS! I~ 342,QOQ E 1,(ill,000_ LEGAL DESCRIPTION BENCH MARK 8EING A SUBDIVISION O,C A F'ORT'ON T'/[ NO,THEAST QUA!?TFR Oi IHE NORTHEAS' ! QUA,9TER OF SECTION 28, TOWNSi-/lP 12 SOU Tl/, RANG[ 4 WEST, SAN BEF!NARD/NO MERIDIAN ACCORD/NC /0 U.S. GOVERNMENT SURVEY THEREOF, PA,9TJALL Y DESCRIBED AS PA.9C[L ~ /Iv CEFIIJFiCATE OF COMPL/ANC[ RECORDED AUGUST 6, 1991 AS DOCUMENT NO 91-0393443 Or OFFICIAL RECORDS IN THE OFF/CE OF THF COUN!Y RtCORO[,q OF SAN 0/[GO COUNTY, CAL!,OF!NIA. 'F THE [S77MA TED QUANT/TIES. TH[ CONTRACTO."/ SHALL DfRFORM HIS OR ANY PCFITION or /H[ !MPROV[ME,\JTS COVERED BY Tl!FSF PLANS. PLAN PRE'.'i\RED JY: l~t:\f PLANNING • DESIGN • CONSTRUCTION 5050 AVENI DA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 CONSULTING 760.476.9193 • FAX780.476.9198 • www,RBF.com REV:EWED SY, ~ DAFY?f.of 1/A ~-"_,_ ___ _._ -------------- ',!ARK S. ANDERSOls R.C.I: ft 76821 949 472 3505 1--------------- ,____ -- - - ----- C-- DATE INITIAL ENGINEER OF WORK \ \ \ \\' PIIASE1 . : ' .. . Cl TY OF VISTA l 75 •,,•,; __ ":\"¾. . ·••· •.• ... :~milAA!dN 'f£lt siRE 123.: . .. 124! 125: 126 12t s-123 I ,,d ,..,_ 76 TH[ GRADING WORK SHALL BE PlRFORMED IN ACCORDANCE \1-lTH Tile FOL_OWNG DOCU\llN rs. CURREN r Ai THE T!ME o, CONSTRUC"lm,, AS )IRECEO BY TH[ CITY E~GINEER. 1. CARLSBAD MU~ICIPAL CODE 7 CITY OF CARLSBA.D scANCARDS 3. THIS S[T OF 0 cANS 4. RESOI.U f!ON NO, jQ 70 THROUG~ oiJ/8 DA 'ED 12/05/_0_1 S. ;HF STANDARD SPFCIFICATIONS rOR PURI IC WORKS CONSTR,,CTION (GREEN BOCK). SOlcS REPORT N,D RECOMMEl,DATIONS BY GcOCON INC. JA TED SEPTEMBER 2 1998 & MARCH 16, 2001 8. CALFORNIA COAST Ac COMMISSION DEVELCPMI:~ I PERMIT CONDITIONS DATED 12 05 01 9. ENVnONM'cN AL APPROVAL OOCUMEN1S DAEJ __ 17/0~/.e;01'--- 1Q, STCRMWAER PO: I l/TID~, PREVENTION PLAN DATED 06/24/C2 200' i THOMPSON RESIDENCE . SEE owG 4of~9C . ~ I FO~ 6.~AD/!iG, rN ~HIS AJlEA ... ); si&1fini1JSH 110Aii -~+f'J.2,,_f,3.ccri!,'. 202 fo1 '"' ;9· ,_':';"'.,~~·--: :'l,i;,c_:"",· ,,'°:·:,· .. CRYl/tALLINI! fJl!f~ .. -,,,,,.-~~'. 15 ! 16 170 171 17. ''' ""\ . 148, , . , • ·' '\_·,_. , '.·,:' "· / 218 4 22322~.: 22f22 219·• SN A PORA GON LANE ~ KEY MAP 100' O' 200' GRAPHIC SCALE.: 1' =200' / 400' . ! . C60'.} 33 EXR~D C I PLANNING DEPARTMENT APPROVAL •ASBUILr IMu'a.o~ DATE "/11 /ti4" OWNER/DEVELOPER: -11:<_~ ~ 1/ 5,lo :z -~ (,.ktf!' (SIGN STANDARD PACIFIC HOMES M~a;LANNING DIRECTOR , , P, E. .f!2Q.:7 'l .If._ EXP. CR/:Jof2.f3._ DATE 5750 FLEET STREET, SUITE 200 . CARLSBAD, CA 92008 ( J DATE,6/;1 /0'( REVIEWED BY: S ,D PHONE: (76~ 602-6800 /fl, Jiu, I 6-: m " (7....,, ........ J 5/1/1)7 FAX; (760) 02-6819 RECOMMENDED BY: --(PR!NT ~AME) I~ PECTOR DATE ·-I SHtET l CITY OF CARLSBAD SHEET~-! ENGINEERING DEPARTMENT 10 -------- I ROUGH -------- GRADING AND EROSION CONTROL PLAN: I THOMPSONITABATA, CT 98-14 -PHASE 3 ---., [;iPROVED: LLOYo s, Husss , r ··-·· · -C • d . . I ,,:;;,:_,,_ £:7 ~ -·-. . . . .. -./. ;,,_:/_ TY ENGINT PE =~PIRES 12/31/05 'f}Af(! _-----J --lbw~ BY, ~~~ii CT 098N1.4 l4ROilNGP~ DATE INITIAL DATE INITIAL CHKD [JY, REVISION DESCRIPTION _..___ ___ OTHER APPROVAL OTY APPROVAL L'<VWO BY, -... -----. . " '" f,, 062204 E " "' ~ .. z "' I s:-:. J " ~ C, ~ "' C ~ <5 "" .. ~ -tl C') 1UJ ;',(/) ~1 ~Q_ 0 §E ' Q <!: ~ ~<:( S'.' -.J C') 25 Cl. ..... i, c.'.) ~ :z: a ~ --1l a 0 sl <C ..... .:a:: 0 ..... ~ (!) I D; ~ :r: CD ; c.'.) C') ~::) clQ -'=' C( -t; CONSTRUCTION NOTES CJ) CONSTRUCT 2' WIDE DRAINAGE DITCH PER SDRSD STD. PLAN D-75, TYPE "B" @ CONSTRUCT SPLASH WALL PER DETAIL SHOWN ON SHEET J @ INSTALL GRATE INLET PER DETAIL SHOWN ON SHEET J @ INSTALL J' PVC DRAIN PIPE @ INSTALL 8" PVC DRAIN PIPE @ CONSTRUCT RETAINING WALL PER SDRSD C-2. (HEIGHT PER PLAN) (j) MS£ RETAINING WALL PER SEPARATE PERMIT @ INSTALL UNDER SIDEWALK DRAIN PER SDRSD STD. PLAN D-2 7 @ CONSTRUCT DRAINAGE INLET TO CATCH BASIN PER DETAIL •o• SHOWN ON SHEET 3 @ CONSTRUCT DRAINAGE INLET TO CATCH BASIN PER DETAIL SHOWN ON SHEET J @ CONSTRUCT DRAINAGE INLET TO PIPE PER DETAIL "C" SHOWN ON SHEET 8 @ CONSTRUCT RETAINING WALL PER SDRSD C-4. (HEIGHT PER PLAN) @ CONSTRUCT CONCRETE LUG PfR SDRSD STD D-63 MODIFlfD PfR DETAIL SHOWN ON SHfET 8 @) CONSTRUCT STABILIZED CONSTRUCT/ON ENTRANCE PER DETAIL SHOWN HfREON @PLACE GRAVEL BAGS PER DETAIL SHOWN HEREON @ INSTALL SILT FfNCE PER DETAIL SHOWN HEREON @ APPLY HYDROSEED PER EROSION CONTROL PLANT/NG NOTES (SEED MIX TO 8E DETERMINED BY LANDSCAPE ARCHITECT) R/W TOP/TOF -, ~ R/W ---------_ ----"'6'r~/-------------TOP{IOF I 10' 40' _________ -· ____ IQ' _j 5" I 5' 4.5' CURB FACE 20' JQ' CURB F.4CE 4.5' 5' I 6" , J,I I >WK 6" 3' . 17' -17' ---3;-6" : WALK I c'-, ---,·, I __, I -----' -r , I \"1f!- '8(\.\) •• ' 11. ! TC LEVtL L!Nt ' I .1!1' . /1/f:_-FUTURE f' ,, , ,. . --- --""2):-----1 ------2%-----1-:rr-~ -P--CC S/D-cWALK 6~ ~ -. 6 PER ow:::;. ."':, . . -"" r-1---401-91/ BOTTOM .. ----~i I ~ ·• ' , . · RnTTO" or ruTURE cuRa I ~ ;: .; ----___ _ . . I ;J r ruruF?E cuRa FUTU.F/E 6" iYPE "c"--J 1UTURE AC l'AVfMENI-' CURB & GUffiR OVEF/ AC BAS[ PER '-ROUGH GRADE LINE P[R DWG 401-9,Y, R---VALUE R[SULTS CRYSTALLINE DRIVE, ROSE DRIVE, BOXTHORN WAY (PROPOSED, PUBLIC} NOT TO SCALE: CORDGRASS CT. (PROPOS£D, PUBLIC) NOT TO SCALE i FUf!I'tE AC PAVFMENT ___,) ovm AC BASE Prn R-VALUE R[SJLTS ~OUGfi GRADE LINE SAGEBRUSH ROAD, HERON Cl, CINNAMON TEAL STREET, CRYSTALLINE DRIVE, MARSH WREN STREET 'UTIJRE 6" TYPE "G!!. _) CURB & GUTTEF? PLAN PREPARED BY: (PROPOSED, PUBLIC) NOT TO SCAL£ j FUTURE AC PAVEMENf----/ '~ OVER AC BAS[ PER OUGH GRADE I !NE R-VALUE RESULTS - MARSH WREN STREET (PROPOS[D, PUBLIC) NOT TO SCALE STREET ROUGH CUT SECTIONS NOT TO SCALi. PLANNING ■ OE;li!GN ■ CONSTRUCTION ROUGH GRADING LEGEND DESCRIPTION BEGINNING OF CJRVE BEGIN~ING SACK OF WALK CATCH BAS!N DOMESTIC WATER Ex,sm,G i'INISHED FLOCR ELEVA 0 10\ CINISH GRADE FLOWUNE FINIShED SU,FAC': GRAOE BR:':A, 1~vrn, PAD FLFVA.TION Pfo.VEMENT RlCLAlll'tD WA TFR RIGHT OF WA v SLCPF= SAN DIEGO REGICNAL SID. DRAWINGS STORM DRA \ SAN! ARY SEWE.R TOP OF CURB TOP or roOTING T'.JP OF BERM "RANSIT,ON TYPICA, TOP OF WALL CONSTRUCTION NOTE ScOPE & ~,RFCTION OF FLOW DA YL GHT c!NE ~ OGE lX. MANHOLE FUTURE STORM DRAIN EXISTING GONTOU'1S PROPOSEJ MANH)LE PROPOSED STREET ELEVA lONS PfW?OSFD STORM DRAIN PROPOSED CONTCcRS LCT NUflBER PROPERTY LINE TRACT BOUNDARY GRA.DECJ SLOPtS (CUT) (2: 1 UNLC:SS SHOWN OTHERWIS,:) GRAJEO SLOPES (0 1cL) (21 UNLESS SHOWN OTHFRWSE) SPLASH WALL LIM.T OF GRADING STD. DWG. NO. SHC:ET .3 PER 0 L.AN SYMBOL BC BEG. BW CB DW EX. n- FG c-L FS GB INV €3' PAV. RW R/W S= SDRSD SD ss TC IF T8 TRANS. rYP. TV/ C) 2% 0 53? .IQE;_,,----y- TQE,I ____ L_ ...... QTY. UNITS -- -- -- £A LF ' - -- -- ----- -- -- -- SF· iS ---- -- -- L~ LF -- -- -- -- --- -- --- -- EA Lt LF ---- E/', -- LF --- -- -- -- -- -- 8 L" - 200 SF RIP RAP PAD DRAINAGE D,TCH 0-75 (MODlflED),::3orl~=-:0:-='la~~~ 1,500 LF MECH. STABUZED EARTc (MSE) RFTAINING WALL (BY SEPARATE 0 ERf.llT) -- RETAINlfJG WALL DITCH AT 3/1,CK or WALL INLET f.T BACK 0° Wf,LL REMOVE HEADWALL G~AE INLET Cc,B CORE CATCH BASIN CORE RFMCVE FENCE DRAINAGE INL"T CONC,ETE LUG 8" PVC 6" PVC J" PVC SILT TNCE GRAVE:.. BAGS SHEET 3 SH:::ET 3 PER PLAN DUAIL 3 O:i SHT 3 J 27 SEE DETAIL ON SYT 3 DETAIL 11 ON SHT 3 DFT/,:L 12 ON SHT 8 0-60 D-60 D-60 Sil[ET 9 SH 0 FT 9 STABIL·ZED CONSTRLJCTION ENTRANCE HYDROSEED CUT/FilL !INF SHEET 9 13,686 SF 12,965 SF 3,544 L' □ <e 8 EA 2 FA iill 2 EA 5 EA ' cA 0 500 cF □ 1 EA -1 EA -----·OR--268 L'" 78 Le 80 u- 336 LC "15,906 LC 11,82'] Sf 237,000 SF -- •AS BUILT" 1/s;/o-z DATE REVIEWED BY: VAAE. I"/\ • 1--"' SHE£, 'crTY OF CARLSBAD • 1 sHEETS I 2 ENGINEERING DEPARTMENT ' ' 10 1.HSPECTOR -=~~ DATE • --------~ ...• ·------>-----<-- ROUGH G;;;:;;p;~;;;;;: C~ ::~:: ---1 ' CONSULTINl3 5050 AVEN!DA ENCINAS, SUlTE 260 CARLSBAD, CALIFORNIA 92008 760.47€.9193 • FAX 760.476.9198 • www.RBF.com ----+---+----¾ -~-°' =~===:=P~HA~S=c:E=3 =======:I r------1-----+----------------------------------+---+--_ r APPROVED: LLOYD B. HUBBS.dY ----! --+---+----------------t----lf---+----l---1 /4&~ _LJ--,., --~ 4-j//j,;,I-/ : r-----+---+-----------------+---+----,1-----t----1 i CITY ENGINEER~E 23~XPIRES 12/31 /05 _DATE ., J Rf.VIEWE~ - ,IARK S. ANDERSON 949 472 3505 ______ D_A_TE,f'?9•1"Y DATE iNrnAL DATE INITIAL DATE ,NrnAL [ DWN BY: -.~L" --PROJECT NO. DRAWING NO. ----R,c.r: # 26821 1--E-N-~N-EE-R~Of'-WO-RK REVISION DESCRIPTION f-0-lH_E_R_A~PP-RO-V-AL--l---CI_TY_Af'~P-R-OV-AL___, '~t0g ~r 2-~-,-.,,, CT 98-14 4_01-9G, C') LU CJ) ~ Q.. ~ ~ C!) ~ a ~ C!) l: C!) :::i 0 0:: 062204 C :E NG') o.s:i., ::o 0 ..... I (0 G') ROUNDOFF BERM ,_~P~A=D-__ _ TYPICAL REAR YARD GRADING SECTION A-A PAD L. ' r I r ROUNDOFF BFRM I I 2 1 ,._ TOP if TRACT BDY ROUNOO(F GERM' •'~----'V-'-'A~m"'[",,_<__ _ __ EXISTING RE:SfDENC[ \ L 11 PAD --'-='- TOP 2: J MAX SLOPE ~I RIM ELEV I /Pm PLAN _L,__'-,_ I __ [' -----~-/ ' ,_ ff------"--rx1STING "° ·:,._" GROUND ,'-.._L,, PROP 2' WIDE DITCH PER SDRSO SW. !J-15 T'r'.0 £ B SECTION H-H N.T.S. 1?/W ROUNOOFFl 'IAR·-s 3 , F/OSE D,"{:/£ · PAD --,/ rPf'?Pl~N I I J I' 01Aff~\ 1_5 , "° 2:1 MAX , "' PAD TYPICAL SIDE YARD GRADING$' PLA:FID---" BrnM L A-----_1r, _ -RIM ELEV SLOP£ '-L- ~ T f\\ ~; j ~,_, PROP 2' ;'/!OE DITCH PER/ -, SECTION B-8 TYPICAL LOT GRADING N.T.S. SD.~SD STD. 0-75 TYPE B ___. ROUNDOFF BERM-\ PAD J ~- HABi'TAT EAS£MtNT LIMITS ! \lAR/[S TRACI BOY /' I 'cJ I ~~-----,~ EXISTING LIMITS OF GRADING'____./2 , I , I GROUND ec,vciil 1---1f j </ - _PAD _ ____ 1[7 ' I LIM/ TS OF GRADING_} ' -( ' SECTION C-C '-- N.T.S. TCP SECTION D-D N.rs. TOP R/111 VARf[S TOE 2' BENCH ROUNDOIT BFRM-;\ PAD IF/I LI , <o PAD rcun 2: ! MAX SLOPE TOE I I 10' OF: 1 J' P[F? ST.Rff T I SECTION I TYPICAL CORNER LOT GRADING SECTION E-E N.T.S, _ ", CRYSTALL/N( ___ _ DRIV[ TOP I NT$ PAD ! -,_ Pl/OP 2' MOE 0/TC/i PER SDRSD STD. 0-75 TYPE B SECTION F-F N.T.S. Pl?OJ[CT BOY WP I 2' BENCH ~==---1----1-- PROP MSE RUAINING WALL PER SEPARATE PLAN RESIDENCE ' J' I ' EX. TIIOMPSON ' ~ TOE VA __ ,RIES I i -/ -· r._ 2~ 7: 0/11f-~~3Jt,f . y .,.-~ _,I PAD v _ __,-/ / \'-PROP 2' 111D[ DITCH PE,R -__ --_--•~-~--_-_-___ ,. --SORSD STD. D-75 TYPE 8 SECTION G-G N.TS PROP MSE _ ___.--_, REIAINING VIAU L_Jt-=--=--=--=--=--=--=-~•1--~ PER SEPARATE PERMIT LJl.,...,c----- PAD /OP I I VARIES PROP 2' IMDE DITCH PER SDRSD STD D-75 TYPF B SECTION K-K N.l.S. - LJ PROP. [ARlHtN--__) SWALE R/1-1 __J ' i -I _/-' i SECTION L-L N.T.S. l_ PROP MSE -'r1!---.,..:I R[TAINING NALL L....,-------- PER S[PARAlF Pf-RMIT LJ TRACT 8DY 2: ! MAXI -, « ____ . ___ _:Pc_:A.:::.Oc__ __ , SLOPP ' CJ "'l ,..__ -.. ~ -:c:lft l~ ,--~ ·---------I • " a: U) I I ! -~ -~ : Cc Q_ ~ ! i ·-:;,----,, · ! :;: , I I EXISTTNG ---->-r,;__ _ _t I i I GROUND " -. , I y EXIST/NG WOOD r---~ --2% STUCCO WALl 0_--1 r= i PROTECT IN PLACE PROP 2' WIDF DITCH PER>V f_ _ ~ SDRSD STD. 0-75 JYP[ B FLOWL/N[ SECTION M-M Pf.R Fi.AN ROUNDOFF BERM, TOf' \ TOE R/W PAD ~ \ ! VAHJES ·-\ i \ I 2:1 MAX_/ SLOPE SECTION N-N N.T.S. 2' BENCH --------- 2' MARSH WREN CT. ff_ I[ ~ 1--''l""A'-"Rl'°'ES'-'-'-----'3'°'0'-' -~ VAR!CS P.U.E. II.TS. -' ROUNDOFF BERM l I j \ , I (-ROUNDOFF BERM TOP'\ ! ,J ( : ?, 1 MAX A _A V"--12, 1 MAX ~I SLOP[ ~-SLOPE SECTION 0-0 N.T.S. ----1\ CORDGf?ASS ___ ·-- CT. 10' R/W I VARIES TOP ____ CL---c_,=:_2~%,::..:J1Ti ~L----C-VARIES TOE I lR/W ROS£ DRIV[ 2' BU,CH 10' ---~-- 2L SECTION P-P '---1 __ ..,jl li-,---1 LJ NTS ESMT. I JO' P.U.E. FL TOP -~ VAF?IES PAO =~----PAD SECTION Q.Q HTS B[RM VARiES 3.0' ROUNDOFF -\Tr_ ."AU 7-i~ RIM f_LfV · I j-..,_ lf5FR PIAN ~ 2· 1 M/lx.l -~ 1 / ~LOPE "'t ' I' <o ~ r PROP 2' MOE DITCH PER SDRSD STD. IJ-15 TYPE B SLOPf: SECTION R-R PROP MS[ _ J' 1.5' - N.T.S. RETAINING WALL ----------- Pm SEPARA !E PERMIT --·-J..-.J! '-- PAD PAD SECTION S-S ./ 'r--'11 "' (_ __ Pr:?OP MSE ~ RETAINING WALL PAC NIS PER SEPARATE PFRMIT PROP. RETAINING WALL TRACT BDY 025' MIN= -HEIGHT PER PLAN --..,__ PAD \ _ f _VARIES , ,z'_ 2' [Xl,'iTJt-!G RESIDENCE \i __ '--'-''-, "-. -~i _J ____ i ,~~p~A7 ~°':.; ~l,_3· ~ -' ' , °" ":; ( I I EXISTING WOOD I Y STUCCO WALL _ ! ' ,, ~ 1:--..... _ / I I PROTECT IN PLACE 5' MIN --· _/ , ..c..=~:-/ ::::1 I (,Q ----1-I EXISTING -r---~ 2.,,_,_ ' GROUND ~=~ -1-~ _ -I --. .....__ __,,..-E,XISTINC ~ ~ _ I_:: "-~-GROUND PROP 2· MD[ DITCH PER FLOWUN[ SECTION T-T SDRSD STD. D-75 TYP[ B rrn PLAN ======---"--'- N.T.S. EXISTING C//AINUNK FENG['-.. TO BF REMOVED '\ TOP ROUNDOFFl I \ Tl?ACT BOY "* "DENOTES EXISTING ,PADS TO BE EARTHE,7,J FILLED TO TRACT BOUNDARY BfRM \ ~-f---"-3•~·1'---1--"2~' ~ PAD~ ~~ 1 LIM/ rs or mL -EXISTING ', ~f 21 MAX)~ ~f5 ",..,__ ..,__SLOPE ~ceo. w 2% I LOT 226 _c,,~'=1------J __ ( ±212, O)__ P_AD 7---' / EX1S17NG _j ..,__ '--.,_, --_ ~ ,__ -~ / GROUND _r-~ ----f PROP 2' IWDE DITCH PER_/ SDRSD STD. D-75 TYPE B SECTION U-U N.IS PcAN PREPARED RY: PROP 2' VWDE Di TCH P[R / SORSC STD. 0-75 TYFJE 8 SECTION V-V PROP. RU AINJNG WALL\ o: ..f, II :r: 1/. N. T.S. 40' 2% '\Ii, - PAD 1 __ Tf 2 §_QJCH'_ PROP 2' WIDE DITCH-~> PER SDRSD STD. D 75 TYPE 8 2: J MAX '._PA SLOPE ~ 7 SECTION W-W N.TS 3' MD[ x 2' HIGH ------ SPLASi-1 WALL ?% R/W INLET DFTAJL i·-\ e< ' .. /J•:" ,,,, 7 DRAINAGE DITCH -----8" PVC OUTLET 1% MIN ~1 LI-----=--=-__.J -CORE THROUGH CATCH BASIN DETAIL D -a" PVC OU !LET @)GRATE INLET1v!°ro ~~ETCH BASIN DETAIL ® SPLASH WALL: 2 (1) 8" BLOCKWALL ~hTH ['IE.RY OTNEFI Ir 18"---." I CD'o,;c'CH, I cm mm .. ,,, MMC,C, " ,,; \.:: ,, 8" WiDE CONCRETE WALL PIACED & ,_ J'.', __ REINFORCED CONTINUOUSLY WITH T'IE DITCl/ -2:g-:t:1 j 3 -~ , ,,: " tJIN__ -,, I :, t ·-"" ~ J3J ,;, • l(j) MSC ,.. _____ +- _1/4"\.IAX, 1/s"MJN. ALL At?OUND TW /:.LEV PER PLAN DITCH Fi MS[ RETAINING I "-- '"E-R "TP' 0, TF__/ "--r .2:;,~, ,,_.,,v-\ ,_ PERMIT V r -' . V RIM ELEV \PtR PLAN n• JNS;A// REEH/Vt GRATE (FOF?. 8" e:r() NEENAti F !UNDRY CO. NO. Fl-4350-1 OF/ APPiWVED EQUAL l---'.----8" PVC SD (l)GRA TE INLET DETAIL NO! I() SCI/£ FI/W VAFIIES r-SEE. GRAT[)1/NLET UU AIL ABOVE ' .,, ,_,. , ---=1/J--.dl MS[ RETAINING WA//->-._ PER SEPARATE PCRMI! '" 2% 1% MIN -,..,_ --3" PVC OUTLET - ,__ i~ ~8" PVC OUTLET L::c==··=· =::i=-'...'.-1 --cof?E THROUG.1-i I CATCH BASIN @GRATE INLET TO CATCH BASIN DETAIL NO! TO SCALI: CURB & GUTTER---+-1- PEFI STREET IMPVS. owe. # 401-9 J" PVC DRAINS PER 0 27 8" PVC SO BELL & SPIGOT INLET AT BACK OF WALL DETAIL NCT TO SCALE NOTE: IJSe RETAINING WALL PER SEPARATE PERMIT RETAINING-~ ,- WALL ", ........ ~ '"---+" TO J" REDUCER •ASBUILr ---- I SECTION Y-Y NOT TO SCALE ----+-----------11-----1----'L!J: 1----t--+-----------------l---+-- 1----1--+-------------- ------- REV~D BY: I,/-,,. <""'1....1-- l~PECTOR 1,/osjoz_ DATE S'·l•try DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT ROUGH GRADING TYPIC-~L SECTIONS & DETAILS: ~ PLANNING ■ DESIGN ■ CONSTRUCTION THOMPSON!TABATA, CT98-14 PHASE3 CONSULTING REVIEWED~ ~- MARK S. ANDERSO\ 949 472 3505 5050 AVENIDA ENCINAS. SUITE 260 CARLSBAD, CALIFORNIA 92006 760A76.9193 • FAX7&L416.G198 • www.RBF.com f----+--+------------------+---+---+------l--- 1------1--- - ----- > ( 062204 w 0 .... ..... 0 / \.' \: ~; ' j\ \ \ \"-; \ \ 1t: ., '-, \ ' ·;. \ \ '¾} \ \\, \\'.\':,~ _,. \\'\~: \ '':\;\ \ '.\,, ~\ \}\,. \,'{\ .' \ \\ \ . \\ '\\ •. \ '·\ ' ' _,,,,.,..,, \ ),/';,''} ' ,i.ri \ ,,/'·' IX ,~,c• .. ~.;<.// ::,::\\{/;\ ' ,. -· --~-.-:~---~.--.~-- ·. . ,•· • ,.--"•":: :::• .• , "d'"' :.••·, '••, •' _,: _,-," ----·""·--,, •'7 · TfiACf$ouNo.~: ·······•. l . . · / ·.•·•··. . NOU'34'99'.t ·•·· "•··-~·,.,.,.• __ ,. 7_9 . .20··· } ,/ n r 1 ! : --~r() Q:· ','· I PLAN PRE 8 ARED BY: ~ CONSULTING REVEWE~:. MAR, S. ANDERSON 949-472-3505 PLANNING ■ 760.476.9193 DESIBN ■ CONSTRUCTION 5050 AVENIOA ENCINAS, SUITE 2BO CARLSBAD, CALIFORNIA 9Z008 F!v< 760.476.9198 • www.RBF.com DATE Y.?F-PY R. C.E # 26821 CONSTRUCTION NOTES ' ' ' ' ' [fil ® ~ CONSTRUCT RETAINING WALL PER SDRSD C-2 (HEIGHT PER PLAN) V.:!I CONSTRUCT RETAINING WALL PER SDRSD C-4 (HEIGHT PER PLAN) DATI' INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL ! 12 I @ DATI' INITIAL CITY APPROVAL ' ' ' • ~ ',{ ' ' i ' 40' .JO' 20' 10' O' 40' BO' ---GRAPHIC SCALE: 1 "=40' ~SBUILT" ~-f¼ 'f-4w& _¢/4_7_ P.E. (ROZ8'3 EXP. DATE 062204 0 :e ,I::. C) a .r:::a. ..... 0 0...1. I (0 C) -~·' 1/ / -·1 j CONSTRUCTION NOTES LAN D 7., TYPE •a• (j) CONSTRUCT 2' WIDE DRAINAGE DITCH PER SDRSD STD. P --.,, (j) CONSTRUCT SPLASH WALL PER DETAIL SHOWN ON SHEET J @ INSTALL GRATE INLET PER DETAILS SHOWN ON SHEET J @ INSTALL 8" PVC DRAIN PIP£ @ CONSTRUCT RETAINING WALL PER SDRSD C-2 (HEIGHT PER PLAN) (j) MS[ RETAINING WALL PER SEPARATE PERMIT (j]) CONSTRUCT DRAINAGE INLET TO CATCH BASIN PER DETAIL SHOWN ON SHT J @ CONSTRUCT RETAINING WALL PER SDRSD C-4. (H£/GHT PER PLAN) REMOVAL NOTES IB] REMOVE EXISTING DRAINAGE DITCH ·~ ., . • \ /✓' '. /,/ • /I • ,,...~-----\~·\-. ''-._,. . I 166! ····•·· ..... @ ... , I i; . j ' ··.:r • fa'. '/ O', : . co•. ."' "' NOTE• 'vi:HICULAI'( Access TO ANO F"!OM THOMPSOI-I ~ES/OE:MCI!! MI./S7"8E AVAILA8L6 4/ Al.I. rlMES IHt::IOV'-,J.JOlJT Tl-ii$ P~EC7$ Gl!;IAOJMfii A>JO /MPROVE!-11!!1-/7"5 Ct»IST7'/t/JC'TION PP.OCl!SS. NOTE 40• :,o· 20· 10· o' 40' ------GRAPHIC SCALE: 1"=40' •AS BUILT" ~ ~7Z:-,;,-,r/ P.E. f#OZ'53 EXP. ~8' REVIEWED BY: .1.-.. 0622011 CONSTRUCTION NOTES G) CONSTRUCT 2' W/0£ DRAINAGE DITCH PER SDRSD STD. PIAN D-75, TYPE •a" @ INSTALL GRATE INLET PER DETAIL SHOWN ON SHEET 3 @ INSTALL 3• PVC DRAIN PIPE @ CONSTRUCT RETAINING WALL PER SDRSD C-2 (HEIGHT PER PLAN) 0 MS£ RETAINING WALL PER SEPARATE PERMIT @ INSTALL UNDER SIDEWALK DRAIN PER SDRSD STD. PLAN D-27 @ CONSTRUCT RETAINING WALL PER SORSD C-4 (HEIGHT PER PLAN) ✓-- / , , /' ', /. / // ,,f t @ . . . .·. '.· •.. ·· i .___. · ... ·.· .. : : .... :·.!. ·• ','~i'. . 'I•-~-\ -liiCI ',W .. .I 1 ;,··;_;,. < r ,. . '.' ',i · .. ··m•··· ··· .. · ',t·· .. 4:.· -- ,, " ' ' -~ . ;....,,;.;, ·- 8175' ' I ' ' ' ' . 1 i LOTS 192-197 PER PHASE 2 ROUGH, GRADING PLANS DWG 4O1-9D :e2 aj 0, ,/ ,·;'.'-°:'.• ,, // .. ,,f ' , ,.,, l I ) '. i\ ', PLAN PREP/,RED BY: , , ' , , I"' ,_:-!~ ,r· , 117.87' 117. 77' 117. 79' 23+ 14.74 ([ Cf<YSTALLINE DR/VF /,., ~ 3+72.69 ([ SAGTR.~uSH ROAD 717.80' 1i7.66' 64 2:t.'' NOTE 1) TYPICAL LOT GRADING DETAJL ON SHEET 3. 2) SEE SHEET 3 FOR CROSS SECTIONS --Gs 40' JO' 20' 10' 0' 40' 80' ------GRAPHIC SCALE: 1"=40' "AS BUILT" -;l/41 74& P.E. ijJ)Zi,3 EXP. {f;l:sq/o? {/s'/42 DATE s-/, Iv, DATE --.-~ I sH6EET I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT LJQj :=RO==U==G==H=.;:G"'RAD=-=:::IN~G==AN=::D:==:E::RO=s=1o~N:=:C~O~N;;;;TR;;:O~L=;;P;=LAN~:==7 THOMPSONITABATA, CT 98-14 PLANNING • DESIGN ■ CON5TRUCTION SE 3 -·---·-----t--L PHA -t-----; :=--,~-·i;s;· ~~~~~~=======i sosoAvEN1 □A ENclNAs, su1rE 2so APPROVED: LLOYD s. Husss ./9'r ■ ■ ■ CARLSBAD, CALIFORNIA 92008 1--------r--;----& ,=:;;: ,_,,,e.. d_ kP'~ ,:.hf/~>/ CONSULTING 760476.9193 • FAX760.476,9198 • wwwRBF.com 'cil{6{GfNii:iVpE 2-388# E_XPIRES 12/31/05 DATE -·- REVli:WEJ a~~ =t-=;;:-+-=..--f------------------t-DAT'Eliwilhim~IIN:rnAi:1 ~N i:;y: -~ PRoJEcr No. 7 oRAw1NG No. MARKS--A~ ~A;~~:; EN~~:R 0:N:~ REV1S10N DESCRIPTION 0:; APP:~::~ 0~~ APP:~~: ._R_J~g ~~~ gq -I CT 98-14 '401-9 949-472-3505 062204 E 0 "' "' --• -':'.. "' N -.- ~ 0 Q e< 0 ,ci 0 '" D "' .,. "' / '" ill t') C 1 lJJ ;> Cl) ~ §~ ~~ en G) z ' ~2 0 ~ §<C 3~ -0 :) ..... le (!) 0 ..... < I ?<'. □-U) QQ ~-~ G) "' 8 <., § :c: ~(!) Cc :::, to .L 0:: CONSTRUCTION NOTES G) CONSTRUCT 2' WIDE DRAINAGE DITCH PER SDRSD STD. PLAN D-75, TYPE •a• @ CONSTRUCT SPLASH WALL PfR DfTAIL SHOWN ON SHffT J @ INSTALL GRAT[ INLET PER DETAIL SHOWN ON SHEET J @ INSTALL 8" PVC DRAIN PIPE @ CONSTRUCT RETAINING WALL PER SDRSD C-2 (HflGHT PER PLAN) (!) MS£ RETAINING WALL PER SEPARATE PfRMIT @ INSTALL UNDER SIDEWALK DRAIN PER SDRSD STD. PLAN D-27 @ CONSTRUCT DRAINAGE INLET TO CATCH BASIN PER DETAIL "D" SHOWN ON SHT J @ CONSTRUCT DRAINAGE INLET TO CATCH BASIN PER DETAIL SHOWN ON SHT 3 @ CONSTRUCT RETAINING WALL PER SDRSD C-4 (HEIGHT PER PLAN) REMOVAL NOTES 0] REMOVE EXISTING DRAINAGE DITCH @I REMOVE EXISTING CSP PIP[ @] REMOVE EXISTING RIP RAP ~ REMOVE EXISTING SPILLWAY J. frno1 © "f ,,.,,,EE Dill @ i ::; , --~-::""rft & [149] . _....... . "" :2 T2a¥r ~:@ ' ' ' -1·/·-<··.' ,· --. 44.7 -r•··-.. 7 - ' .&1] 13. 7 40' :so' 20• 10· o' 40' 80' IM ' ! -. ' F-'S'~-:-,--;;~,m .. ., .. ,, \•,.,. • ••~.,_,, '.,, ,' 206; 4 IRJM ! , ·------.L ... · , •• ,-J9{J.i4 fL/HP -- ------ y: PLA~ PRE'PARED BY: PLANNING ■ DE:5Ui:iN ■ CONSTR.UCTION GRAPHIC SCALE: 1 "=40' •ASBUILr NOTE REVIEWED BY: 1) TYPICAL LOT GRADING DETAIL ON SHEET 3. c..,,,,,_...1.- 2) SEE SHEET J FOR CROSS SECTIONS -------t-----+------i-----+----t , ROUGH GRADING AND EROSION CONTROL PLAN: THOMPSONITABATA, CT 98-14 PHASE 3 DATE 'SHEETS I . 10. L __ ---- 5050 AVENIDA ENCINAS, SUITE 260 --APPROVED: LLOYD El.-·· HUBBS dY CARLSBAO,CALIFORNlA92008 A ~ ~ j. '-/ CCN5ULTINC3 760_476.9193 • FAX760.476.9198 • •ww.RBF.com L<rt& ::....,,-4. ~. . . ~-__ O,$,_T_E;,{"' - CITY ENGINEER c7pE 2388 --EXPIRES i2}31/05 REVIEWED BY~· .. ··' ~--/ ~ ""'•. ____ GATE: ~Zf'•t:,y,..f-----;c-;-;-+,=-;;--1----------------r=;:-~;:;;-;;--t"-;;-;-:;;:---r=;-;--J DWN 3Y: --ALF PROJECT NO. ·1 DRAWING NO. ,,-..,., • DATE INITIAL DAn: INITIAL DATE INITIAL i cR·1,·,:wKDD BB. ·Yr:_ P..S:S: CT 98-14 :. 401-9 MARK s_ ANDESON R.C.E # 2ss21 ENGINEER oF WORK REVISION DESCRIPTION OTHER APPROVAL arv APPROVAL 949-472 3505 062204 E " :ls - ~ 0 ' 00 N ·, ~ 1i 0 0 " q ~ 0 ~ '-' "' ~ "' ;., ., ~t") 0 ~ LU ?(/) ~ ~~ ;5-Cl G) " ..... z ' ~ :z: a .,::. t:5 9 Cl ... 0 \/ (!) 0 ..... t~ I ':;'Q (0 i~ G) § (!) § ::r: ·: (!) "::) ~o '>' 0:: 1/4" MAX, i/8" MIN, ALL AROUND RIM ELEV \ PER PLAN \ . __--CONCRE iE LUG · .. -- 27" RCP PER DWG ii 4C/-9H J ,~ INLET TO PIPE DETAIL "C" @2---------,~0T TO SCALE 04.2 CONSTRUCTION NOTES ''Z_OO.~ R#,f~RIM l~!J.IL l?iM 199.IJ FL' 199, 1' Ft: . P 198.8 • ·· · · . Ft ,,,. ~'"'"'··~· "· ~ . ., . '" ; > ; '; ;; . . •·····-------"'( t·. -(· . i ; Li (]) CONSTRUCT 2' W/0£ DRAINAGE DITCH PER SDRSD STD. PLAN D-75, TYPE "8" (V CONSTRUCT SPLASH WALL PER DETAIL SHOWN ON SHEET J Q) INSTALL GRATE INLET PER DETAIL SHOWN ON SHEET J (±) INSTALL J" PVC DRAIN PIPE @ INSTALL 6" PVC DRAIN PIPE @ INSTALL 8" PVC DRAIN PIPE @ CONSTRUCT RETAINING WALL PER SDRSD C-2 (HEIGHT PER PLAN) 0 MS£ RETAINING WALL PER SEPARATE PERMIT @ INSTALL UNDER SIDEWALK DRAIN PER SDRSD STD. PLAN D-27 @ CONSTRUCT DRAINAGE INLET TO PIPE PER DETAIL "C" SHOWN HEREON @ CONSTRUCT RETAINING WALL PER SDRSO C-4 (HEIGHT PER PLAN) /; I ' I• /! I/ ' ' ' ' I ' ' I' !/ , ' @ CONSTRUCT CONCRETE LUG PER SDRSD STD D-6J MODIFIED PER DETAIL SHOWN HEREON ' I ' ,/ u,~j.· /· •. f~r. } . . . . /',?( ~::t=:~,r;~~i;tl;~~ 2 2 2 21 H=6,0' 22~. ,,f'"'l ·1225,9 223.9 .,, . · : , : XO • i~ ...... ·~ .. ~-. \-.l';,~-~-f.,=t. 'tll§j .. •· i•; : r \ < --@-"!} •, '. ,,,, ""~"""·····"·"'•''•'" ~ \,,-c @/// ,. ,· i // i ' sf# D[T;IL •c• .. ,, ; :.··•·····~,,;;, .. , ... sl\.•.! : . i3f5 SH·a···WN HERE.(Jfh,, .: 'EXISliNC RE ,OfNTlAt ,)' . ,.,., 1 'w. LJJ .. <i; •·· ,., ::f,ii,;1:::I., ....... ,.). ~ Li a..: :,<}·; 12061 @uc.+--i1,,m++n--' .i ., 'ZQO.O RIM 1Jl9:9, FL , . vi I t- .•,'1· '.:'''.·1'11 Ill [/ 195.6 RIM ~ 194. 6 FL "-iF>t--+-i-::J ~ cj a.: 0 /atti.J V V ~ @ ......,.......,.+II">,_.,_--+-' l ···· 186:8 RIM. 784.BFt ' I 'j 187.4 RIM ~ 185.4 FL -,: c, c:i °' - ,,; <i ·-····-···,,,.0 .. U l . "·'·» -.1. NOTE * DENO/ES [X/STTNC PADS TO BE CARTHEN FILL[D TO TRACT BOUNDARY SEE LETTER OF PERMISSION FOR OFFS! T[ WORK APN /1214 421-10 BY OON/',LD L. & KATHLEEN M. FOX --Ch 40• 30' 20' 10· o· 40' 80' ----GRAPHIC SCALE: 1"=40' •ASBUILr -6;'/s;lv P.E. {f0Z'83 EXP <d312/ii'. REVIEWED BY: ~'3.~....,.,~ IN ECTOR DATE ~;---~t--~,~---,t-----. L§ETJ ~1~r~NgrNG ~~~N~An --------------+-----+---+- r---=-=-=-:::-=:-:----------------t---t---t------------------r--,--,--ii---, IR OU G H GRADING AND EROSION CONTROL PLAN: PLAN PREPARE[) BY: THOMPSON!TABATA, CT98-14 NOTE 1) TYPICAL LOT GRADING DETAIL ON SHEET J. 2) SEE SHEET J FOR CROSS SECTIONS CONSULTING REVIEWCD BY MARK S. AN .RSON 949-472-3505 PLANNING ■ DESIGN ■ CONSTRUCTION 5050 AVENl □A ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 760.476.9193 • FAX 760.476.9198 • www.RBF.com L PHASE3 .062204 E 0 ~ '° -., -'?_ "' N "-., 0 ,< iO 0 " " "' " '" 0 CY ., m ~ G ~('I") j ::'. lJJ ,:> C/) C 0 !( ~ ::t ~ ,,-Q_ 0 z ' $) 2: G') ~~ 00 > ..J 0 3,0... .a;:.. \i' C!) -0 < ...I. 7,.:2'.: g-0 ..... "C) i~ I (0 § (!) G') § J: ~(!) '< :::, Ito cc Cl:: EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT CURTIS BRAY AT (619) 843-0781 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 FAG/UTA TE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. 5. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPE.RATIONS 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 CREA TE 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 PROTECTIVE 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 EFFECTIVE COVERAGE \ OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE· .. \ STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF \ ·. STA TE OF CALIFORNIA. 8. C. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. D. E. /JYDROSEEO/NG SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARf: 2. a. THREf FEET OR MORE IN HEIG/JT AND ADJACENT TO A PUBLIC WALL OR STREfT. b. ALL SLOPES 4 FEET OR MORf IN HEIGHT. AREAS GRADfD FLA TJER THAN 6: 1 WHfN ANY OF THE FOLLOWING CONDITIONS EXIST: o. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THf PARKS AND RECRfA TION DIRECTOR AS HIGHLY VISIBLE TO TliE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINffR THAT WARRANTS IMMEDIATE TRfATMfNT. HYOROSEEDED AREA$ SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRIJERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIG/JT FEET IN HEIGHT SHALL BE IRRIGATED BY /JAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM· OF LOW PRECIPITATION SPRINKLfR HEADS PROVIDING 100% COVERAGE. b. GRfATER THAN 8 FEET IN HEIGHT SHALL Bf WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER /JEAO$ PROVIDING 100% COVERAGf. 2. AREAS SLOPfD LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINITR, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SC/JEME TO PROVIDE IRRIGATION TO THE Cl TY ENGINEER. T/JE PROPOSAL SHALL BE SPECIFIC Rf GARDING THE NUMBERS, TYPfS AND COSTS OF THE ELEMENTS OF THf PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LfVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEOED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PfR ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PfR ACRE OF E SCHOOL CIA CALIFORNICA d. e. f. g. h. i. j. 4 lbs. PER ACRE OF ACHILLEA MILLEFOL/A 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) 1/2 lb. PER ACRE OF DIMORPHOLECA ITEMS c,d,e, AND f OF THIS SUBSfCTION MAY BE OMITTfD ON LOCATIONS WHERE THE AREA BEING HYOROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STRfET OR RESIDENTIAL STRUCTURES. ITEM a OF THIS SUBSfCTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. ALL SEfD MATERIALS SHALL Bf TRANSPORTED TO T/JE JOBS/TE IN UNOPENfD CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRIN1ED ON SAID CONTAINfRS. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPf 1 MULCH APPLIED AT TliE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPf 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAUUCALL Y APPLIED FIBER MATERIAL. WHEN STRAW IS USfD IT MUST Bf ANCHORED TO THE SLOPE BY MfCHANICALL Y PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZfR CONS/$11NG OF AMMONIUM PHOSPHATf SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDEO S/JALL BE PREPARfD PRIOR TO HYOROSfED/NG BY: 1. ROUGHENING THE SURFACf TO BE PLANTfD BY ANY OR A COMBINA110N OF: 2. a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENT/. Y FRIABLf. c. RIPPING ARfAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURf TO PROV/Of A DAMP BUT NOT SA WRA TED SEED BED. b. THE ADDITION OF SOIL AMfNDMENTS, PH ADJUSTMfNT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLf CONDITIONS FOR GROWTH. HYOROSEEDfD AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANfNTL Y LANDSCAPED OR, FOR ARfAS WHERf HYDROSEEDING IS THE PfRMANENT LANDSCAPING, UNTIL THE PROJECT 1$ COMPLETED AND ALL BONDS RELfASfD. EXISTING GROUND 74'MIN. (, ••~ _,,o, ---------- ' PUBLIC RIGHT- OF-WAY 1· . . 50'MIN. ·1 ~.L ~ ~~: -. \~;Y B" MIN. "½I_-~ PRQtlLE \ "--TYPf II GRAVEL PUBLIC RIGHT-OF-WAY PROVIDE. APPROPRIA Tf 1RANS/JJON BfTWEfN STABILIZED CONSTRUCT/ON fN1RANCE. AND PUBLIC R/GHl'--OF- WAY @STABILIZED CONTRUCTION ENTRANCE DETAIL NOT TO SCALE 3 FT (0.9 M) MIN. RUNOFF GAP BfTW[EN BAGS THRff. LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH fNOS OVfRLAPPED @6 GRAVEL BAG DETAIL NOT TO SCALE 1. SET POSTS AND EXCAVA Tf A 4 BY 4 IN (10 BY 10 CM) 1RENCH UPSLOPf FROM ANO ALONG Tl-IE LINE OF POSTS. " . ~-----' .,.,----------,,,----/,-~ ✓-' ---_,,... ~--"'"""-11 -/ -4!"3Jl;;;lll"Jl1=" .,..... 3. ATTAC/-1 THf FILTfR FABRIC TO Tl-If WIRE. FfNCE AND EXTfND IT IN TO THf TRfNC/-1. ((((, --1 I ---------ffll ' ~~/ /;; ,-__.,...,,...-___......... ___.,.-:,...,..,.. - ?-~ -~ -----,-_-,--,---- 2. STAPLf WIRE c"ENCJNG TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT /HE fXCAVATfD SOIL. 50' INTfRVALS ,. T ... " .... \., <-••• ••o,. -•::.:: I TYPICAi. GRAVELBAGG/NG AROUND SUMP .,.... -. CATCH BASINS R/W ./ \ ~-...L..--/ I I /--'-'.'---- '-... / INTfRVALS PER ~--~ 1 GRAVELBAG SPAGIN TABLE BHOW TYPICAL GRA VELBAGGING ,.,LAN AROUND FLOW BY r '--- CATCH BASINS GAVELBAG SPACING TABLE STREU GRADE LENGTH LESS THAN 4% 4% TO 9% GREATER THAN 9% 200' 100' 50' B TYPICAL SECTTON ___ ,rSTif DIRfCT/ON OF STRffT FLOW _[_2 BAGS MIN.~-GRAVfl BAGS (TYP) t ---,(j TYPICAL ELEVATION 8(J' 4()' 20' O' CONSTRUCTION NOTES CONSTRUCT STABILIZED CONSTRUCTION ENTRANCf PER DETAIL SHOWN HEREON PLACE GRAVfL BAGS PER DfTAIL SHOWN HfRfON INSTALL SILT FENCE PER DETAIL SHOWN lifREON APPLY HYDROSEED PER fROSION CONTROL PLANTING NOTE$ (SEED MIX TO BE DETERMINED BY LANDSCAPE ARCHITECT) OR POLYMER "AS BUILT" a DATE 80' 120' 1--------------------1 ---REVIEWED BY: - STREET SANDBAG PLACEMENT DETAIL GRAPHIC SCALE: t• =60' n AA..C..""'1.." l... .. s /.lo--, IN*TOR DATE NO SCALE @SILT FENCE DETAIL NOT TO SCALE 1----+---+--------------t----t---t-~---i---i rs~ET] . 1CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 1 Q ,-----------------------t----t---t-~···· ---·-· -···------- PLAN PRE"ARLD 9Y: PLANNING ■ DESIGN ■ CONSTRUCTION SOSO AVENIDA ENCINAS. SU!TE 260 CARLSBAD, CALIFORNIA 92008 CONS U LT IN C3 760.476.9193 • FAX 760.476.9t9S • www.RBF.com Rt.VIEWEOB~ .. A'_~·.·:: ~ 8ATE LP!. of' MARK S. , c SO R.C.E # 26821 949 472 .3505 DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA1E INITIAl omER APPROVAl EROSION CONTROL PLANS: THOMPSON/TABATA, CT98-14 PHASE3 : APPROVED: LLOYD B. HUBBS dY ~ i ~ ,z_ 1,,-P'~-· .(. D_,f,/, ...... »,l,;2 '7 +-----,r---j I CITY ENGINEER 17PE238!!'91XPmEs 12/31)05 lili JWN RY: ,\LF PROJECT No. I ~o~R~A=w~,N~G-N~o~. ~~~g ~~', Rs:r CT 98-14 401-9 DA TE INITIAL CITY APPROVAL 062204 E C ~ "' - " ~ ~ " • ~ '< 0 g CV) 8 LU C :l;CI) ~~ :E ~Q. ~ C) ,.., i U) ~:.:: !q: 2. .&::a, ict ~ 0 ~-.I .... ✓o 0 .... ~ tf:!: I ;.:z: C.0 gQ C) §U ;~ ~o ◊-:;,Cl) ~o f/(l:: ;LU tKY 40' 20' O' 120' -----GRAPHIC SCALE:: 1' =60' j CONSTRUCTION NOTES CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL SHOWN ON SHEET 9 PLACE GRAVEL BAGS PER DETAIL SHOWN ON SHEET 9. INSTALL SILT FENCE PER DETAIL SHOWN ON SHEET 9. APPL y HYDROSEED PER EROSION CONTROL PLANTING NOTES (SEED MIX TO BE DETERMINED BY LANDSCAPE ARCHITECT) OR POLYMER PLAN PREPARED BY: ~ PLANNING • OE:BIGN • CONSTRUCTION r----" -·--···-·--· ... so50AvENIDA ENCINAS-, SUITE 2eo CARLSBAD, CALIFORNIA 92008 -- CONSULTING 760.476.9193 • FAX 760.476.9198 • www.RBF.com r,[Vl[WED ~~ ' JA TE: ✓-,M'.df: DATE INITIAL R.C., # 26821 l>IARK S. ANDERSON ENGINEER OF WORK 949 472-3505 17 ' - ------ ----t·· ·---- -------- -------------. -------. -'' ' - --.. '" ' -' ------------ ---"""""'" ----------1------- DATE INITIAL DATE INITIAL REVISION DESCRIPTION 0111ER APPROVAL CITY APPROVAL ' ' SHEET' 10 ' \ \ CITY OF I CARLSBAD ENGINEERING DEPARTMENT ~ LJQJ 0 ------ 'EROSION CONTROL PLANS: ' THOMPSON/TABATA, CT98-14 I PHASE3 APPROVED: LLOYD 8. HUBBS t?r A ......:_ -/? ~ --~ ,::;, It-,/,;, ¥ CITY ENGINEER" PE 2388!1 EXPIRES 12/31/05 DATE -. --. -·----, .. " . ---------------. " . ---·--- I 4R07 1~9d DWN RY: ALF PROJECT NO. _CHKO BY: &~ ·er 98-14 RVWD BY: I - 062204 E ' ro ~ -~ '2. ro ':'. ~ ~ 0 ~ ~ ~h'") 5t.u ;(/) 0 ~~ == ~a.. >, ..... C') ~ '.5<'. 0 ~-<:C 0 .,l:::ia j~ < -0 5-1 ..... ...... ::o 0 ~e: I z, co 5:2: ·60 C') §U ;:z ~o 0-;:;,(/) ~o ocr 7 ±IJJ