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HomeMy WebLinkAboutDWG 480-3A; CT 13-03; RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PA 1-11,13,23A,23C; 01-77,~.t' ;--,; -"<· -~ Jj··,,.·,_ .. __ _.-_._ .... _·--... ---.. -... ·· ... -..;... __ ~ ...... ~~.--o1.iii-, ..• -----·~-----------~---------------------·----------------------m-o.-'RK ___ r,,_o_a._'£-:i•D-a_w._'£ ______________________ __ f• THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, · REMEDIAL GRADING, DRAINAGE SOILS ENGINEER'S CERT/FICA TE I, BASIL HA TTAR, A REGISTERED CIVIL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLiED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SIT£ WAS MAD£ BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF MARCH 11, _2014 AND APRIL 28,.2014. TWO COPIES OF THE SOILS REPORT (LGC VALLEY, INC., PROJECT NO. I33023-0J DATED APRIL 29, 20.14) COMPILED FROM THIS STUDY, WITH MY fifCOMMENDA TIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. ' SIGNED.· r~ 1 .vtr,._· __ BASIL HA TTAR GE NO.: 2734 PE NO.: 60270 D~TE·_ 0/ l { ic{ OWNt7?'s CERT/FICA TE stGNED.1tt , kV\ 1 RANDALL K. WAG ER CEO NO.: 1612 -- I (lit) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETA/f/ED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON TH£ COMPACTION AND STABILITY OF THE SITE RANCHr> COSTERA , LL C ~ DELAWARE LIM! TED LIABIU TY COMPANY BY.· TOLL BRO THE RS 725 W TOWN &-COUNTRY RD. SUIT£ 200 ORANGE, CA 92868 (7, I) 347-1300 ., ,_-----BY: -~-~, _,.-_€_. _, ___ _ DECLARA TlON OF RESPONSIBLE CHARGE I f/£7EB Y DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE Dt-SIGN ON THE PROJECT AS DEFINED IN SECTION 6703 OF TH£ BUSINESS AND PROFESSION:,' CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. _ /:Zt.,A \,<---( fl ;/JT,DATE· 7 /30/11/ GEORGE OfA Y -· R.C.£. NO. 32014 EXP. 12/31/14 FLOOD ZONE DESIGNATION CITY OF CARLSBAD FIRM MAP No. 06073 C 0768F &-0768F PANEL 768 OF .'H5 {'.A TED SEPTEMBtR 8, 2009, INCLUDES LETTER OF MAP REVISION (LOMR) NO 09-09-0276P-060285, ISSUED APRIL 22, 2009 / ' ZONE X -AREAS OUTSIDE THE 500 YEAR FLOOD PLAIN AND / ZONE AE -BASE FLOOD ELEVATIONS DETERMINED CLOMR DA TED MAY 14,, 2007 \ HYDROLOGY /HYDRAULIC REPORT ' A H)J}RAULIC REPORT WAS PREPARED BY O'oAY CONSULTANTS ON OCT. 24, 20/J, UPDATED ON MAY 10, 2014 TITLED "DRAINAGE STUDY FOR RANCHO COSTERA, CT IJ-03" CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PP/OR TO CONSTRUCTION/ NOT£!! EL i CTRON/C DA TA FILES ARE FOR REFERENCE UNLY AND ARE NOT TO BE USED FOR h 'RIZONTAL OR VERTICAL SURVEY CONTROL. · •2014 O'Day Cons 1Jltants, Inc, \ ES 1.H'I No. 2734 ¢, :x~. 6/30116 7 ! - 'O . lrcc C GRADING PLAN FOR RANCHO COSTERA FACILITIES, EROSION CONTROL FACILITIES,· PLANTING OF PERMANENT LANDSCAPING, PREPANATION OF AS-BUILT GI/AD/NG PLANS AND AS-BUILT GEOLOGIC MAPS AND REP OR TS, ALL AS SHOWN OR REOUIRED ON THIS SET OF PLANS ANO TH£ CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED TH£ GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT THE TIM£ OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER ON THESE PLANS. /. CARLSBAD MUNICIPAL COO£. 2. CITY OF CARLSBAD ENGINEERING STANDARDS. J. THIS SET OF PLANS. 4. PLANNING COMMISSIONS RESOLUTION NO's. 7034 THROUGH 7035 &-CITY COUNCIL RESOLUTION NO. 2014-041. 5. THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORK CONSTRUCTION (GREEN BOOK, LA TEST EDITION) 6. SOILS REPORT ANO RECOMMENOA TIONS BY LGC VALLEY, INC., PROJECT NO. IJJ02J-03 DA TED APRIL 29, 2014. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY TH£ CITY OF CARLSBAD STANDARDS. ROBERTSON RANCH WEST VILLA GE PLANNING AR£AS !-!!, 13, 23A, 23B AND 23C 8. ENVIRONMENTAL APPROVAL DOCUMENTS EIR OJ-OJ ADOPTED 11/14/2006, MND ADOPTED 12/2012. _ __ ___ ,.----·· ... 1' 9.,f;TORM.IYAftR /JOLLUTIONJ'REVENTION PLIJN-(SWPPP) FOR RANCHO COS.TERA BY CHANG CONSULIANT5-0ATEO MAY-17, 2014. WDID: 9·37C369879. ··--· lli rfi_ stiJRM WATER MANAGEMENT PLAN (SWMP) FOR RANCHO COSTERA BY CHANG_ CONSULTANTS DA TEO JUNE 4, 2014 SWMP /J-l9/?e·v1.s,00 ,I!,'<, I, 7.o/6 a-r TJ;>.( R. CIVIL ENGINEER/LAND SURI/EYOR CARLSBAD TRACT No. 13-03 11. 71-lcCALIFORN//f-STiJRl,rwATER QUALITY ASSOCIATION (CASQA) STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF . IYALJ:••~ CALIFORNIA, DEPT. OF TRANSPORTA T/ON, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. E,«ri,.a,Nv.; ' OVA Y CONSULTANTS, INC. 2710 LOKER A VENUE !1EST, SUITE 100 CARLSBAD, CA. 92010 (160)931-7700 NOTE: /. QUANTITY SHOWN HEREON ARE FOR BONDING PURPOSES ONLY, ACTUAL QUANTITY MAY VARY. CONTRACTo.R TO VERIFY WORK TO BE DONE TO HIS SATISFACTION. LEGEND 2. STANDARD DRAWING PER SAN DIEGO REGIONAL STANDARD ORAWINCS (SDRSD) UNLESS OTHERWISE NOTED. PROJECT LOCATION ASSESSORS PARCEL NO. 208-010-41 CALIFORNIA COORDINATE SYSTEM (21) OF THIS PROJECT IS 358-1671 (,;;) LEGAL DESCRIPTION PARCEL I OF THE CERTIFICATE OF COMPLIANCE FOR ADJUSTMENT PLAT NO. CE 12-14 RECORDED NOVEMBER 13, 2012 AS DOCUMENT NO. 2012-0706271. SOURCE OF TOPOGRAPHY EXISTING TOPOGRAPHY Sf/OWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY ON DECEMBER 28, 2010 BY SAN-LO AERIAL SURVEYS CITY OF OCEANSIDE CITY OF VISTA LECEND OF ABBREV/A TIONS BW C.8 DC EL EXIST. FC FL FS GB f/MP HP 80 TTOM OF WALL CATCH BASIN DECOMPOSED GRANITE ELEVATION EXISTING FIN/Sf! CRADE FLOW LINE FINISH SURFACE GRAOE BREAK HABITAT MANAGEMENT PLAN HIGH POINT LOW POINT MODIFIED ON CENTER OUTER DIAMETER PORTLAND CEMENT CONCRETE PROPOSED PRIVATE DESCRIPTION SW. DWG. PROPOSED 12" HOP£ STORM DRAIN .D-60 ............ --~-_-_ 24' f/DPE STORM DRAIN. 36" HOP£ STORM DRAIN. TYPE 8-5 C.O. . TYPE A-4 CO .. 4" PERFORATED PIPE. , . (810/TIENllON 81151115) .D-60. .D-60 ........ . .D-10 ....... . j}-09, .. .DETAIL SHT 5. . . MOD. TYPE 'F' CATCH EiASIN. . . . . . .D-01. . . . . . . . TYPE 'G-/' CATCH BASIN (PER DWC 480-3) ..... CURB OUTLET. . . . . . . . . . . . . . (PER DWC 480-J) . . . . WING-TYPE HEADWAU . . . . . . . . .D-J4, 0-J5A. . . . . . TEMP. 12" HI-LINE WATER.. . . . . . . SHEET 42 . . . . . . . ---~-_-_ -~-~---= -=--=SD==-= @] @] ~=ii'>= DI . oc=i . --= -=5[1-"-=( ----w--- /·-·lJE:.TAIN/NG WA~L fCMU) fE_lf.jE_f~R~,T.tf'L~,y _. : : . , . , , . , . . ""'.'?""""'""=-:"c~ ,· 'i-RETAINING WALL (VERDURA). . . . . .DETAIL SHTS 33-38, . . . . ~__A~~m. \ t..!.:)., --_ :tSl/£:'fiT.5 .s·'-··60 , . _ . . ' ... 4" DC TRAiL .. -.. ·:-:-:-:·: : ... -OETAILSlfT. 6 ---~--·_ . _-·,: <::,:;fi;tliA)t,!Py_· LP MOO. oc O.D. PCC PROP. PVT. R/W SF SDRSD TF RIGHT OF WAY SOUARE FEET SAN DIEGO REGIONAL STANDARD DRAWINGS ALL-WEATHER ACCESS ROAD ....... DETAIL SHT. 5 ..... . BROW DITCH .............. D-15, TYPE B~ C' &-D' -~li!("i'J ~~~ SPECIAL NOTES !. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS !I-ER£ OBTAINED BY A SEARCH OF TH£ AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON TH£ PLANS. TH£ CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES --------------------- - TOP OF FOO TING TW TOP OF WALL CITY OF ENCINITAS VICINITY MAP NO SCALE ACCESS CONTROL GA TE. . ..... , .DETAIL SHT. 5. ..... · SUBDIVISION BOUNDARY. LOT LINE .......................... , .. . LOT NUMBER, . . . . . . . . . . . . . . . . . . . . . . . . . . . . PAD ELEVATION ............. , .......... , .. . RIGHT OF WAY. . . . . . . . . . . ." . . . . . . . . EASEMENT LINE, . . . . . . . . . . . . . . . . . . . . . . • • LOT !4 149.2 0_,~0C~'N.~~ou.r,_ov'N.cV /;,N.'N.V r,U.oWD,P.'ffcE1TOU:f!/. nW/c.1!!!:/~'N.rt;!E_,['_Rf:'!C);,'N.S~TET/IUSCV.T!'FF),WC!Ef!,ATL;,::s:AYfAITDl'~F NO T.5"-' . ' . ' . ,uc v, v n, ov,, wm, mL ncnv,v, J vr me vv, J v, •L "'" J /Al AC(O;faM/CE M'Zf" C,#C /S./1.&./CO, SECT/CJ/V /q t4P,::?,,.Y~,HJ"i£JA! SHEET INDEX . CONTQURS. : . . . . . . ................. .._____260___.. FOUND THAT THE ACTUAL LOCATIONS AR£ IN CONFLICT WITH TH£ PROPOSED WORK, OFflf,4-°PIN~ OEJIELIJl'E.R 5.l?"ALlF/LE A I) P#AL $1)/L5/?,:,.Pt:)/f7.AIVtJ ,E J. COMPACT SOIL MATERIAL BENEATH ANY STRUCTURE ?$ (ji(AJ)$'/J/'tiEOLO{i/C f'iA# if//TR T/IE C/7YEAl(f/#EEI<,' ~E/5LA#' ..$¼ 'LL.: I COVER SHEET -. ' RECLAIMED WATER MAIN. , . . . .(PER DWG 480-J) WATER MAIN . . . , . . . . . , , .(PER OWG 480-J). . 5/1011';,tll7/1¢"(jEOLOt; Y AS e;<IOSED 8Y T/IE r.A'AO-WG Ol'E/2'Allc',,V, ALL 2_3 NOTES 4. sTAINED so1L sHALL aE REMovED AND PROPERLY D1sposED oF Gf()t.«;/c C()l(R£CT/JIE 4-1£,ASt//iES AS At'Tt1At.l r; c~A/smvc TE/J AAlf)jWVSr 4 KEY MAP BE fJASElJ l)#A(/l;V7?Jtll{l1fAf>lf"IY/{'II ;fE,P/ll:Sc.¥7S,8d_zy',.Plf£ A#-:P?OST5/7c 5-7 DETAILS SEWER MAIN &_A.H. . .{PER DWG 480-J). NOT£ SEE DEPARTMENT OF EN'IIRONMENTAL HEALTH SITE ASSESSMENT AND MITIGATION PROGRAM PREPARED BY GEOSOILS, INC. WO. [6I45.3-SCM DA TED OCTOBER JI, 20/J. (TOXAPHENE BURIAL) ~JJ:ff tJj,E i_OCArr~_ AtlGHNEh'T...Wt' Sl//2'v'cYt_ 'eLJ 4YYclf_· TEt'EU417tlf 5 or MV S{l8 !_26 !:EJi;/!~;!;sEcTloNs 11,W'#S ( t'AIVY0,1{ .:J/l'cA,f lr&:(./Jt/lTA'c:55, li'El;f/,W.,fl(i)#ILL, ETC. )AS ,.f'~/A'EIJ 21-J2 BLANK .BYT#'c'7°@.¥"c/l#IC-4L/2'.t~MT. ·. _ -. . · 3J-Je VERDURA wALL PLAN iJ) D,EPICT 1}/E;Sl,?R.-:tJli'A/,,lvS tJ,<SC//,4,f(iE ( M YL lti/17} 0/f C()#,,YEC77(1/V TtJ 39-41 PR/VA TE STORM DRAIN PRO(IL.ES ' ST 0/?M OMhV L),fA/,1/1.S. . . . . ·-. ·. . 42 TEMP. WATER HI-LINE PLAN .-4;! DEPICT 111£ LOC477?JJI M_f?Af/lT,,';t?l)s L/Sc!J mA>C.11/l)i'7£ ~%Af'II-FA"E -43-44 cEoTEcHNJcAL MAP &-oETAtLs LAN.O{'/./Dlr Sli4Blt.ll"A71.~ ,4JV,.0,,ZfASII ,/)/SPtPS-44 ;fEMEJJ/AT/t?/V. ) -' t;s-ss· t.N!MA/... C.,'"<0S5/K,:,, Pf>.of'/l.f.-.:5 . -. 5) BE s1r;111cfJ.t1Y8071/_.:;~_. · _ --_ E#~,,W,-eEA' __ J,,YtJ_lllE.f;_:;n_~$EElfllY'f __ --""'"····• ?,:oe-r1,1,.~_ _ -···· c._11ADEDsLoP._'Es(2.·1MAx/ . (i8XOG/STAlliJS/IAtL.BE'Sl/8H.llT,!"J) Q,fA <Jfl1x3~"MY!.A(t{),.f · ./}:', . · .. . ·---···:•c--•·0 -~".'-•,,, s1,-1111.I1r D.fAFTlAIG ,c1wti}m,.v,4r sv1/m8LE'RJlf A f'E/?AIAIVG""NT' . J, l(L':,. St,-1;,o , -JEl?D!Jl?// l<t7AL4ll/rr,-tA'f/JGHT LINE · · · · · • -• • -• • • ............ . \ REC0/?0 'l · , ' · ·-··-~---... w,4/t~;,., •""'"''~-.,--, ... -.... , .. ----,--.JDRJVEWAY (PER owe 480-J) -~------.. , • ,.--"'"~__..:,-.,-__..'...;.::::,;::~:,;,.:-::--:·• ··:··~~· . ~--'""t...c.e-•·\,,_,__.t: .. ,.,, ...... , PUBLIC STORM DRAIN &-C. 0. . .{PER DWG 480-J) ELEVATION AT BOTTOM OF 8/0RETENTION AREA. . ........ . CUT/FILL LINE (BASED ON ORIGINAL TOPO). , ....... . SLOP£ GRADE. . . . . . RIP RAP. . . . . . . . . . . . . D-40' . . . . . . . ---RW-- --tV- . - -------0----------- 81.0 EL C 11~ //-11-11-1,~''---. ---"-F R£QUIR£D TR£A TM£NT CONTROL BMP TAB.LE , \ .J-~ &,/ . ,P,1 / 5((.)C,.(.P/{.{:~ ,? INTERSECTION SICHT DISTANCE \;\ ~;;;-~~~"}/G2-77 sro~AwA1?:'R , :,,<, BMP DESCRIPTION OWNERSHIP . TC-32 BIORETENT/ON BASIN PRIVATE -· -· RJ;e V/.51', D 8Y tdl?.r R.. W4!.ktFI< !3/4P., 3-111 !~·-?.!, 27 .. -;,5· - MAINTENANCE MECHANISM BMP AGREEMENT EARTHWORK QUANTITIES CU[' __ ~/=5.~04=Z=5~5~C~Y FILL: __ ~1,~44=J:=li=BJ~CY ,_ SHEET NO, 8-9, 11-24 EXPORT.-60 572 CY (TO BE BALANCED ON-SITE) AREA: 12,9 6 GRADED ACRFS: REMEDIAL: 1/6, 376 CY MAINTENANCE. FREQUENCY - INSPECT BIANNUALLY &- REGULAR LANDSCAPE MAINTENANCE (-"-'-' NC~ . . . . . 71?.E. A T,1,/&, )/ T ': 0 . .., ! .\ \l . iTEi __ Ms IN BUBBLE A_RtAs, _As NO_ TEo, WILL .,,, _ £ · J .. REQUIREA CITY APPROVED CONSTRUCTION)··. ·' : I I fllf1"1./I. \ Cf/ANGE PRIOR TO CONSTRUCT/ON . "'--. ~ --~ j<C:V/5/rJ;// DFX..R.IPTIO# San Diego Gas & Electric Company GA TED COMMUNITY ENTRANCE. _ . (PER SEPARATE PLAN) . . . . . . BIORETENT/ON BASINS . . . . . . DETAIL SHEET 5. . . . . . . . . HMP HARDLINE. . . . . . . . . . . . . . . . , , . . . . . . . . CONCRETE PA TH . . . . . . . . . . G-1*. . . . . . . . . . . . . CONCRETE STAIRS ......... M-26 ............ . • ! PER GtO IECHNIC~L LIMIT OF OVFR EXCAVATION. . . . .RECOMMENOA T/0115. FLOW DIRECTION/EARTHEN SWALE. . . . . . . . . . . . . . . . . . PCC LINED SPILL WA Y . D-10~ DETAIL SHEET 5. . . •=I =11= [XISTINC OU~/i.ll_TY 81 LF /I-;,_! P/c•sLF ' .... , ,' • ..;i '' 105 LF ll!J LF 1 EA 1 £A 675(1 (F 7 EA 2 EA 4,327 LF 40,J8ILSF --. __ ,,..------------i8,2'(o SF') +I-'- ==C r I /· /·-. _, __ -~'·- ~·'-·-·--· -:{844 LF IJ, 140 SF 12,603 LF 3 EA /05,643 SF 5,753 JSF 2,141 SF 85 LF 5 £A NOTES.· I) INCLUDES 100,000 CY OF CUT ON EL CAMINO REAL WIOEN/NG C. T. 11-01, owe 477-6 n/Jkl\ _·" j I TEMPORARY DES/LT BASIN. . . . . OETAIL SHEET 5 ... ,_ . . . , . CANYON ORA/NS, STABILITY KEY, &-DETAILS ON SHEETS 43-44 . O:OIIJID::o:J ---·-__,_ 24,570 LF --. 2) INCLUDES UNDERCUT OF THE STREETS, CL.EARING AND GRUBBING, SHRINKAGE AND SUBSIDENCE 3) QUANTITIES ARE FOR BONDING PURPOSES ONLY, ACTUAL QUANTITIES MAY VARI'. CONTRACTOR TO VERIFY QUANTITIES ,I) /1/;~,c.: W!I!, .!I£ .51'£c.1,1i. i-!A!Val/11.-(ff" ?'!, ~ t?. cy flll' Ji;/ !/II, <IC<? C ~) ' 7ilil/l'ttt:J/l': ./X..w.Jfli. f'll? Ct4.5'1't-5., /1/C./?':i'ol?T'Ndlf;O ,//l()V£ DESIGNED BY: Jf, AM, BF. HL DATE: JULY 2014 _ "AS-BUILT" DRAWN BY: J.S. SCALE: AS SHOWN /t {ft {J /4----PROJECT MGR.: ~G-~O. __ JOB NO.: 10-1307 GEOR~E'°D15Af~~1 -"C----"O~N~S~U~L~T A N T S 1------.,....-----------1 P.E. 32014 EXP . .LZ,/'<1/W :aw Loker Avenue West Suite 100 Carlsbad, California 92010 760--931-7700 Fax: 760-931-85£0 ODoyConsultonb,corn Civil Engineering Planning Processing Surveying ENGINEER OF WORK; -/ziu./; ~ . DATE ;o~s-1r __ DATE . . ~Y--J 8 &, I Lf, Reviewed By.____ __ _ __ Date ___ _/ ____ ]: __ . Colleen Fino Land Management Representative Valid for 18 months from do.to of signature BENCHMARK~ DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER ACUA HED!ONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD rnoM: R.O.S. NO. 17271 (PT. NO /05) ELEVArlOf:: 45.410 M.S.L. DATUM U.S.C. &-C.S. NCVD 1929 ENGINEER OF WORK G \101307\'.007BG0l.dwg Jul 29. 2014 10:20\lm x.e1, .,w-,<J,ic; 70078G SUSMP PROJECT PRIORITY: f 11r;-1 DW~I l:JY: __ _ CHKD BY: ~:~··, _ R\/WD BY: .\i,:c:. PROJECT NO. C.T. 13-03 GR,\WING 1~0. 480-JA . l ' \,' .-.... i ,: . I ' ' 03'1317 I I I t 082616 I \ ' '· r -------------,. ''"/'I' \ l I U \ i \ ;,. I f ,------z;. . . : '011917 i I ~ 0 ~. o G)l ..., .l=:i,. ...... 00 ....,.o I (..) )> GRADING NOTES (IN ADD/710N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL COO£) 1. THIS PLAN SUPERSEDES All OTHER PLANS PR£WOUSL Y APPROVED BY TH£ CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2 APPROVAL OF THIS PLAN ODES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF COND/710NAL APPROVAL, CITY STANDARDS OR OTHER ADD/710NAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REWSIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER Will BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY: PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADD/710NAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADD/710NAL INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY: TH£ INSURANCE COMPANY WR/71NC THE POLICY MUST HA VE A RA TING OF ii-. OR BEJl[R AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS' KEY RA TING GUIDE 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM TH£ BUILDING OEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL All PERMITS HA VE BEEN OBTAINED FROM TH£ CITY ANO 0 THER APPROPRIATE A GEN Cl ES. 1. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO 8£ PERFORMED UNTIL TH£ PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REWS!ONS WILL 8£ MAD£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN TH£ REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF TH£ PLANS ANO THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF THE CITY UPON BEING SIGNED BY THE Cl TY [NC/NEER. 10. TH£ ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT COND!TIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY THE CITY: 11. ACCESS FOR FIR£ AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NC BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT Will 8£ SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF TH£ COMPLETION OF F!El.O TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA T!ON REGARDING ADHERENCE TO RECOMMENOA TIONS OUTLINED IN TH£ SOILS REPORT IS REQUIRED PRIOR TO TH£ ISSUANCE OF A BUILDING PERMIT. All CONTROLl.ED GRADING SHALL BE DON£ UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH£ F!El.O OF APPLIED SOILS MECHANICS. ALL Fill OR FUTURE Fill AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS ANO TH£ ''EARTHWORK SPECIF/CA T!ONS" A TTACHEO TO TH£ PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO TH£ PROJECT INSPECTOR. 14. A PRECONSTRUCT!ON MEETING SHALL 8£ HELO AT TH£ SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA T!VES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. TH£ CONTRACTOR SHALL REQUEST A PRECONSTRUCT!ON MEETING BY CALLING TH£ INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DA r:5 PRIOR TD STARTING CONSTRUCTION. TH£ CONTRACTOR Will THEN 8£ CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR TH£ PRECONSTRUCT!ON MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. TH£ GRADING PERMIT WILL 8£ PROWDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT!ON MEETING Will 8£ MADE BY CALLING TH£ £NC/N££R/NG 24-HOUR INSPECTION REQUEST LIN£ AT (760) 438 3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS Will BE MADE THE NEXT WORKDAY UNLESS YOU REQUEST OTHERWISE REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DA I'S LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN All SAFETY DEi/iCES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULA T!ONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PRO'I/SIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAWNC GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T!ON THEREIN. THIS PLAN MUST 8£ PREPARED FOR All TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY TH£ CITY ENC/NEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE COD£ THE PLAN SHALL 8£ PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVA T!ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VAT/ON. 18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA T!ON FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLAST/NC OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERA T!ONS Will CEASE !MMEDIA TEL Y. AND THE PERM/TT££ WILL NOTIFY TH£ CITY ENGINEER. OPERATIONS Will NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM TH£ CITY ENGINEER TO DO SO. 20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL,DEPARTVRE OR OPERA T!ON OF TRUCKS, EARTHMOWNG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.· 00 A. M. AND SUNSET EA CH DA Y, MONDA Y THRU FRIDA Y AND NO EARTHMOVING OR GRADING OPERA T!ONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDA r:5 IS AVAILABLE AT THE ENC/NEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA r:5 PRIOR TO BEGINNING OF WORK. 22. IMPORT MA TER!Al SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRAD/NC OPERA T!ON. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO 8£ GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. All AREAS SHALL BE GRADED TO DRAIN. GRADING R[SUL TING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOP£ 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. [ROS/ON CONTROL SHALL 8[ AS SHOWN AND AS APPROVED BY TH[ CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 21. All OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA rs PRIOR TO BEGINNING OF WOQK,_ 21. All SLOPES SHALL BE !RR/CA TED, STABILIZED, PLANTED AND/OR H'fDROSEEDED WITHIN TEN (10) DAr:5 OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON TH£ APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 480-Jl, ANO/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT All CONTRACTORS SHALL COORDINATE THE WORK . OF THESE GRAD/NC PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND !RR/CA T!ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIM£ REQUIREMENTS. JO. STORM DRAIN PIPE SHA/.l BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY 8£ UTILIZED PROWDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SDRSD S-4 TYPE "c' AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIP£ JI. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED AS A RES.ULT OF TH£ GRAD/NC OPERATION, IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BU/LO/NG OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS TH£ PIPE Will BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. TH£ CONTRACTOR SHALL VERIFY THE LOCA T/ON OF All EXISTING FACILITIES (ABOVEGROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRACING TO PERMIT THE REWS!ON OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T!ONS ARE IN CONFLICT WITH THE PROPOSED WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E AT&T TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) 'SAN DIEGUITO WATER DISTRICT 'LEUCADIA WASTEWATER DISTRICT *VALLECITOS WATER DISTRICT "OU VENHAIN WATER DISTRICT 'BUENA SANITATION DISTRICT *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -TH£ APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL TH£ WORK IN PROGRESS 15. 16.120 A.8 CARLSBAD MUNICIPAL COD£ (800)422-4/JJ (800)660-7J4J (800)892-012J (760)438-7741 (760)806-9809 (760)4J4-2980 (760)4J8-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLOWING REPORTS MUST 8£ SUBMITTED TO TH£ CITY ENGINEER WA THE PROJECT INSPECTOR 15.16.120 A.ID CARLSBAD MUNICIPAL COD£- (!) FINAL REPORT BY SUPERWSING GRADING ENC/NEER STA TING ALL GRADING IS COMPLETE All EROSION CONTROL, SLOPE PLANTING AND !RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOil, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS OONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTUNEO IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUil T GEOLOGIC PLAN. IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I) /f"AR AFTER THE CITY £NCINEER's APPROVAL, THESE PLANS MAY B[ REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES Will 8£ REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT IDENTIFIED AS UPDATED CEOTECHN/CAL EVALUA T!ON OF THE ROBERTSON RANCH EAST WllAGE DEVELOPMENT PREPARED BY LGC VALLEY, INC., PROJECT NO. 133023-03 DATED APRIL 29, 2014, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA T!ONS AND SPECIF/CA T!ONS CONTAINED IN SAID SOILS REPORT. 37. IMPROVEMENTS SCREENED BACK (Din;' 480-J AND DWG 477-6) AR£ STILL UNDER CITY REVIEW AND ARE NOT !f"T APPROVED. APPROVAL OF THESE GRADING PLANS DOES NOT CONSTITUTE APPROVAL OF THE REFERENCED IMPROVEMENTS. EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRE!\ CONTACT DAN ANDERSON AT (949) 916-5160. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT All TIMES DURING TH£ RAINY SEASON. All NECESSARY MATERIALS SHALL 8£ STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. J. DEWCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF TH£ ENC/NEER/NC INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE All EROSION CONTROL DEWCES TO WORKING ORDER TO THE SA TIS.FACTION OF THE CITY ENC/NEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WI-I/CH MAY ARIS£ 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 1. All EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE If/CORPORA TED 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 DEWCES 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 8£ BURLAP T'fPE WITH J/4 INCH MINIMUM AGGREGATE II. SHOULD GERM/NA T!ON OF H'fDROSEEDED SLOPES FAil TO PROV/OE 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 THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA T!ON. STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION All PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALl.ED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING.· A. HYDROSEEDING SHALL BE APPLIED TO: I. All SLOPES THAT ARE GRADED 6.· 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AR£· a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THEFOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DA iS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREA T!ON DIRECTOR AS HIGHLY 'I/SIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMED!A TE !REA TMENT. 8. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: I. ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT AR£· a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/CA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS PROVIDING 100% COVERAGE b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL Sr:5.TEM OF LOW PRECIP/TA T!ON SPRINKLER HEADS PROWDING 100% COVERAGE 2. AREAS SLOPED LESS THAN 6.· / SHALL BE !RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO H'fDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROWDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF TH£ ELEMENTS OF THE PROPOSED SYSTEM. J. !RR/GA T!ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE s,tL AT THE OPTIMUM LEVEL FOR THE GROWTH OF TH£ H'fDROSEEDED GROWTH. C. H'fDROSEED!NG MIX SHALL CONSIST OF All OF TH[ FOLLOWING.· I. SEED. MIX SHALL CONSIST OF NO LESS THAN.· a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF Al YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCA T/ONS WHERE THE AREA BEING HYDROS££DED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. All SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONT.4/NERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED To, OR PRINTED ON SAID CONTAINERS. / NON-PHYTO-TOX!C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. T'fPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE T'fPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, All OR PART, FOR H'fDRAULICAll Y APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED!NC BY:· I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF.· a. TRACK WALKING SLOPES STEEPER THAN 6.· / b. HARROWING AREAS 6.· I OR FLATTER THAT ARE SUFFICIENTLY FRIABLE c. RIPPING AREAS THAT Will NOT BREAK UP USING ITEMS a OR b ABO!£ 2. CONDITIONING TH£ SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:· a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TEO SEED BED. b. THE ADDITION OF SOil AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALIN£ SOILS TO PROWDED WABLE CONDITIONS FOR GROWTH. £ HYDROSEEDED AREAS SHALL 8£ MAINTAINED TO PROWDE A WGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE H'fDROSEEDINC IS THE PERMANENT LANDSCAPING, UNTIL TH£ PROJECT IS COMPLETED AND All BONDS RELEASED. l------+--1------------+--+--------+--f--------1 L_I =='-=I . =CI=T=Y=O=F===C=AR=LS===B=AD=;i ~H~r. ~ ENGINEERING DEPARTMENT "'Pt l----+--+-------------+----+--+--1--------j GRADING PLAN FOR: Z/1:)T~~ BENCHMARK: RANCHO COSTERA : 7 L "AS-BUILT" 0/ 0~ ~~~~ZE~Y:BY~.:~ AM, BF, HL ~~:~~: J~~y s~~~N _614~.~d a~---_11. lir,J1~.:~_ ~/4-c---PROJECT MGR.: G.0. JOB NO.: .J0-1307 GEORGE Q VAY f r DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, 13, & 2J(A, B, C) APPROVED BY:// 'J 1J IJn_j_ JASON s. GELfERT • 2014 O'Day Consultants, Inc. C O N S U L T A N T S i-----------------1 P.E. 32014 EXP._1..t.f31/lo DATE 2710 Loker Avenc1e West Civil Engln.iering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Survttying Fax: 760-931-8680 ODayConsultan ts.com ENGINEER OF WORK: DATE: (?. / t,/(K, RCE: ?'1f014 ' RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM ,;.5. C. & G.S. NGVD 1929 DATE INITIAL ENGINEER OF WORK G: \101307\1007BG02.d'llg Jul 25, 2014 3:22pm Xrefs: 1007BG DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA TE INlllAL CITY APPROVAL ----~iJo,~·~u•, LleJtd.1,.A,___8/~~2J1]_Y ENGINEERlflG MP,l'.i.~GFR RCE 53912 EXP. 09/30/14 DATE - OWN BY: I PROJECT NO. I DRAW"IG NO. CHKD BY: _g,c,~· CT. 13 O' -z 480--z..i RVWD BY: JI..!/-: , , -J Jrl L_-------~ • 2014 O'Day Consultants, Inc. I San Diego Gas & El.ectric Permission to Grade and Construct Improvements Perm,ission is hereby granted to Ran-cho Costera, LLC (Permittee), to grade mid construct improvements as shown on these plans within Son Diego Gas & Electric Company's easement(s) subject to the fotlowing conditions: l. S\Jbmltta/s, 1.1. Permittee agrees to supply 5DG&E with ·us built' 9foding, improvement and profile pkms to SDG&E :specifications, if requested. 1,2. Pl'!rmittee ogre~ 'To submit for r•eview 011d oppro';ol o blasting pkm prior to bl-astin9, if blasttrt9 is requir•ed. 2. Pre~Canstruction Meetings'. SDG&E's L.and MWiagernent Rep,•esentative (LMR) must be fmit-ed with at leost three (3) working days prior notice, J. Grading, 3.1, At le-a.st twenty-four {24) hours riotic:e must be 9i'len t-o SDG&E's LMR before .stot't of work 3,2. Ffeid changes to plans within soid eosement sholl be approved in writing by SDG&E ~MR, 3.3. Permittee is responsible to call l)!G ALERT at 811 for-aH J.Jfiderground mo .. dHJUt locutions. 3.4. Clearance of {35) feet minimum b~tween the SDG&E e:lectrk tr·ansmi.ssior1 wif't.S (lrld the !'Kltun:.i! ground shall be maintained on ooy given day, noting line so.gs Yary depending on ambi~nt temperature o.nd line current .. AH requirements, including but not timite:d to OSHA, CAL~OSHA, ANSI. NIOSH, arid NEC for· clearar'lces when working around energized electrical focilfti-es must be maintained. 3.5. No groding shall be allowed within ten (10) feet of a Sif19le wood po!e structure or anchor, within fifteen (15) feet of multf-wood poles, within twer.ty (20) feet of steel lot-rice tawers or within thirty (30) fret of steel poles_ 3.6. SDG&E reserv-e.s the right to inspect and perform qtmlity c:ontrol work during construction. 4 Sp.rciol Conditioos: None 5. Erosion Cootrol; 5.1. All dish.n'bed and cteoted slopes, within the SDG&E Jr•.ansmf.ssiort easement, shaH be hydro~seeded or plonted by P-ermittee with on S DG&E approved mix. 5,2, All droinoga shall be design~d 'to prevent erosion of .SDG&E easetnent and ar;:a.::e.ss roods, 6, Sta0r1;ige'. rnls ~er,nissiM N· 9rod-e letter does not permit sto!'<1ge: of equipment. fWlt~riuls, dirt or· debris ot'l the -easement or SDG&E fee owned pnlperty. 7, Acc:ess: 7,1. Ac-ce.ss to all SDG&E focilitres shall be 1oolntalne:d at all times, All costs associated with rest◊ratfon of ac,;:e.ss and oll OS5ociated damages shall be borne by Permfttee, 7.2, All 9otes shall provide for SDG&E iJCCess by padlock, lo-ck-box or keyed byposs both during ctr1d u:port completk,n "f consti"uction. Locatfon -ond construction of gat~s to be. opprove-d by 51)0-&E t.MR .. 8. Outstanding Agreements: Per·mitt~e:. agrees to pay for, sign and/or have signed oJI Consent Agreements, Consent to Use Lond Agreemerits ond/or Joint Use Agreem~nt.s bdwl(:t:n SDG&E and owner or' publk ug.;ncres who e.ncr-oa-eh upon the 5DG&€ wsements. Said agr,eements will be sub_ject to the re.vocobi!ity douse o.s: stated in the California Public Utilities Commi.ssion General Order 69~C os shovm on web site: http,// www.cpuc.co.go,/PUBlISHED/Grophics/645.PDF. 9. Indt:mnlflcation: 9.1. Permittee ogrees to assume aH risk of Joss, -damage to prop~rty and/or injury and/or death tq persons, and to indemnify and hold SDG&E hurmless fr-orn any and ail liability in any way -arisir19 from the proposi':d 9rodin9 .or cons tr·uctio11 of improvements. 9,2. SDG&E sholl not be r-espon.stble in any monne-r for o.r1y m<1ir1terwnce or r'eptiir of ·tht pr,opo-sed grading or Improvements. This indude..s. but is not limited to, dro..inc.ge and/or erosion problems or damage: r;au5ed ro 1mpro..-emsenrs Thal were not corurructed to-taKe rhe weight or o.ct1v1t1es of vehicles and equrprnent owned by or working i:m behoJf of SDG&E. 10. Terms and Condnions: The tums and condition.,; of this opp1·oval sho.!! benefit <md bind Permlttee its su-ccessors, assigns, ,:i:gents or contmctor.s. 11. Contact: Collun Fino, 858-637-7989. -------------------------------- San Diego Gas & Electric Company n/J /", I I Reviewed By: 1 \ _._,/ Date 8, (J?. J 1-/ Colleen Fino Land Management Representative Valid for 1B m011ths from date of signature [ITQ] 6 7* 8 9 10 11 12 13 14 15 16 17 18 19 25 26 27 31 33 34 37 I £AS£M£NT TABLE PURPOSE OWNER DOCUMENT REC. DATE DISPOSITION ·-·- PIPELINE & INCIDENTALS O.M. w. C. BK. 1796, PC. 142, DEEDS JULY II, 1930 TO BE QUITCLAIMED ORA/NACE AND SLOPES Cl TY OF CARLSBAD BK. 419, PC. 341, O.R. MAR. 10, 1936 TO BE QUITCLAIMED BK. 521, PC. 230, 0.R. JUNE 12, 1936 PUBLIC UTILITIES & INCIDENTALS S.D.C.&£ 81<. 4302, PC. 421, O.R. NOV. 21, 1951 TO BE QUI TCLA!MED PUBLIC UTILITIES & INCIDENTALS S.D.C.&£ 81<. 4814, PC 143, 0.R. JUNE I, 1953 TO REMAIN PUBLIC UT/LIT/ES & INCIDENTALS S.D.C.&£ BK. 4814, PC 148, O.R. JUNE I, 1953 TO REMAIN PIPELINE & INCIDENTALS C.M. W.O. DOC. 96185, O.R. JUNE 16, 1961 PORTION TO BE QUITCLAIMED DRAINAC£ RIGHTS C.M. W.D. DEED, FIL£ NO. 1851 JAN. 4, 1963 N/A (OFF/STE} PUBLIC UTILITIES & INCIDENTALS S.O.G.&£ DOC. 98887, O.R. JUNE 16, 1966 TO REMAIN ORA/NACE CHANNEL COUNTY OF SAN DIEGO DOC. 44687, O.R. MAR. 12, 1970 TO REMAIN PUBLIC HICHWA Y COUNTY OF SAN 0/ECO DOC. 169552, 0.R. SEP. 18, 1910 N/A (OFF/STE) PUBLIC UTILITIES & INCIDENTALS S.D.C.&£ DOC. 213363, O.R. NOV. 20, 1910 TO BE QUITCLAIMED PIPELINE & INCIDENTALS C.M. W.D. DOC. 147113, O.R. JULY 8, 1911 N/A (OFF/STE} SEWER CITY OF CARLSBAD DOC. 248011, O.R. OCT. 21, 1911 N/A (OFF/STE} DRAINAGE CITY OF CARLSBAD DOC. 74-117855, 0.R. JULY 2, 1974 TO REMAIN PUBLIC ACCESS CITY OF CARLSBAD DOC. 2001-0388110, O.R. JUNE 8, 2001 TO REMAIN TEMP. CONSTRUCTION CITY OF CARLSBAD DOC. 2001-0388111, O.R. JUNE 8, 2007 TO BE QUITCLAIMED ORA/NACE & ACCESS Cl TY OF CARLSBAD DOC. 2001-0388172, O.R. JUNE 8, 2001 TO REMAIN CONS[RVA TION C.N.L.M. DOC. 2001-0186167, O.R. DEC. 21, 2007 TO REMAIN OPEN SPACE Cl TY OF CARLSBAD DOC. 2008-002114[1, O.R. JAN. 16, 2008 TO REMAIN PEDESTRIAN TRAIL CITY OF CARLSBAD DOC. 2008-0322654, O.R. JUNE 16, 2008 TO REMAIN PUBLIC STREET & UTILITY Cl TY OF CARLSBAD DOC. 2001-0388769, O.R. JUN£ 8, 2001 TO REMAIN , LOCATION CANNOT BE DETERMINED FROM RECORD INFORMATION £NCUMBRANC£S - NO REC. DATE DOCUMENT TITLE 5 N/A II/A WA T[R RICH TS 2: NOV 20, 2001 DOC: 2001-0816130, 0.R. MEMOf/ANDIJM OF ACREEMENT REGARD/NC CONVEYANCE OF EASEMENTS 22 NOV I, 2002 DOC: 2002-0974684, D.R. TEMPO.RARY RICH T OF ACCESS PERM/ T 23 JAN. JI, 2001 DOC. 2001-0066919, 0.R. PARKLAND ACREEMENT FOR THE ROBERTSON RANCH MASTER PLAN 24 JAN. JI, 2001 DOC. 2001-0066990, 0.R. PARKLAND PURCHASE AGREEMENT 28 JUN[ 14, 2007 DOC. 2001-0404419, O.R DEED RESTRICTION 29 DEC: 19, 2007 DOC: 2001-0781102, OR NOTICE OF RESTRICTION ON REAL PROPERTY 30 DEC. 19, 2001 DOC. 2007-018/103, O.R NO TICE OF RESTRICTION ON REAL PROPER TY 32 OEC. 21, 2001 DOC. 2001-0186169. O.R MEMORANDUM OF MANAGEMENT AND FUND/NC ACREEMENT 1---------,'------+-------------+--+------1----1----1 I sH3EET I CITY OF CARLSBAD ~~ ENGINEERING DEPARTMENT I/,, , ~G:=ri'A=:D.::::1/N,~G'...'P.:::::LA=N=F,=v.==1R:=========~;:. .. ~(.~;;;;;~J DESIGNED BY, Jr. AM. BF. HL DATE, JULY 2014 DRAWN BY: J,S. SCALL />S SHOWN ~~/~.~~ V ~y,,,,_(} 1/l.,._ 1zJt~l!B PROJECT MGR.: ~G-~0. __ JOB NO.: 10-1307 GEORGEO['qY ~ -7-'- C O N S U L T A N T S r--------------------1 P.E. 32014 EXP._t.2.p~ DATE 2710 Loker A-1enue West Civil Engineering ENGINEER OF WORK: Carlsbad, Coliforn~~it~L~~g ~~~~~i;s7ng REVl~,E!1 BY..:_ / 760-931-7700 Soeseying ,I.., .r()\ ,,,,.., / j lt{'),:£i / Fox: 760-931-8680 _L~1 I~ d Jal/ DATE: 9/t./j_J!._ /4/2 _1 00oyCooscltonts.com GEORGE~ c:m~D~.AY"-'-"--"-.L"'/""l--. _ __.,R,_C .. E='-:-'/.lto14 INSPECTOR / "AS-BUILT" /tJ-·rJ~ft DATE ' BENCHMARK: DESCRIPTIOel 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATIOfl: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEOIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REA/_ RECORD FROM R.O.S. NO. 17211 (PT. NO. 105) ELEI/A.TION: 45.410 M.S.L. DATUM: U.S.C. & G.S. NCVD 1929 /1\ DA TE INITIAL ENGINEER OF WORK G:\101307\10U78G03.dw9 Jul 31, 2014 11:34am Xre.;cs: 10073G; ·,o07AN REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL RANCHO COSTERA 71 ROBERTSON RANCH WEST VILLAGE ' ' PLANNING AREAS 1-11, 13, & 23(A, 8, C) APPROVED sy 1 J (/) Ii ~1 JASON s. zGo/zc,~ u./J.u,J_, _/J~J il_li:;_ lf_ ENG!NEERING MANAGER RCE63912 EXP.09/30/14 UATE OWN BY: CHKD BY: !ls,:!' RVWD BY: • .1\-Z.. PROJECT NO. C.T. !J-OJ DRAWING NO. 480-JA ,I ii I -- " ' PA I PA J " I PA 8 PA 4 PA II PA 1 \ • -- PA 9 PA 10 PA 2.JC I I \ \ \ \\ ', \ \ I l I I I ... ________ _ -~", ~ "-. ', PLANNING AR£A INDEX ', J SCALE: 1 "= 600' NOT£ II ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO AR£' NOT TO 0£' USt:O roR HORIZONTAL OR 'IERTICAL SURVEY CONTROL •2014 O'Day Consultants, Inc. 2710 LoXer Aw,11,.1,e WfjicJl s,~,taa 1GO C0Jfl'lbod0 Colif.ornla 92010 l6U-931--T7f)0 F .:,,c: 760 ':l-31 8680 ODa.7Cor,sult ~rits, com s CiY~ 'Eri-c1i111o"¥fn,:i Plarinir1g P(e)~IN'.lrtllj Sur-·,·eyh'lg . • \ \ I SA 1\1 DllGO GAS & CO}APA~IY RE'llf.W(D BY: C.Oll.££M FINO ELECTR.IC !.AND MAIIA(d:MENT R~PRESENTATlvt YAUO FO~ 13 MOHnl.s fl(CM OAIB Of 51(./IATO~.£ DF.',1GNED BY: Hb.ct, orL1_11 DATE: __ JULY 2014 DRAWN BY: _A±____ SCALE: AS SHOWN Prm,JLCi MGR.: c.o. JOB NO.: 10 1307 ENCl~4EER OF WORK: " ; i.,;...,...-z:- ./) , " // .. . ' . . , ,' . ',t ....;:._ . :"5f /. / --,, ; ~~ ,/' ';c/_~- SHEET INDEX I 2-J 4 5-7 8 9-26 27-32 JJ-J8 J9-4I 42 COVtR SHEET NOTES KEY MAP DETAILS STREET CROSS-SEC/IONS CRADINC PLANS BLANK 1/EROURA WALL PLAN PRIVATE STORM DRAIN PROFILES TEMP. WATER HI-LINE PLAN KEY MAP SCAL£: t"~ 200' 43-44 C[OTECIINICAl MAI' & DETAILS t/s-s·s ,4NIMAL. G/cO S5/N0 BENCHMARK: l)[SCr,IPT!OII: LOCAT!UH: 2.5' [l/SC STAMPED "CLSB-105. lS fi215' IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEOIONOA CREEK 120 FEET SOUTHWEST OF El CAMINO REAL RECORD FROM: R.O.S. NO. 1727I {PT. NO. 105) [LEVATIOM: 4:1.410 M.5:L. DATUM: U.5:G: ~ 1.,::,: NC,'VO l!J2!1 1-----------1-------l-----------------+-----t-------t-------J----i ck~'/1s· 't.(JJ.. zr,· A/JD S/1£[?,s fs·-ss· r--,11.AN/Ml/l Ci?o,s1Ncr, DATE ' •INITIAL ENGJNEER OF WORK REVISION DESCRIPTION I -• 1 /vif 1ij .1 ,,£.. DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL f ' I / ' 100 ! / ' I l i I 200' / / / / 400' CITY OF CAR1SBAD 5?;9~ ENGlNEERING DEPARTMENT l,1-44' CRAOINC PLAN FOR: i:.., ;ie5 _/ RANCHO COSTERA ~17 ROBERTSON RANCH W£ST WLLAC£ PIA/'IN/NC AREAS /-//, IJ, & 2J(A, B, C) DWl'J BY CHKO BY: .R ~-!: ... R\/WD BY:-~· - C. T. DRAWING NO. !J-03 480-JA 0 .s:i,. :E 0 G) .... .s:i,. tf iK)> ...J -' 4"BARS --- 0£SILTATION BASIN DETAILS CONCRETE ANCHOR BLOCK 5 SACK/C. Y. CONCRETE D=FG PER PLAN C = FL PER PLAN 12"MIN. CONC ANCHOR 560-C-3250 DETAIL -0£SILTING BASIN OUTLET 4' MIN. + O.D. OF DRAIN PIPE ","·~ ~ ·,:.:·;;\:".;:t;:: -,~\~ ;· ' ',ei, ,,v ,;; OUTSIDE DIA. OUTLET PIPE • •o•, NOT TO SCALE I. , WELDED TYP. DETAIL - I I II I I II II ANTI-SEEP RING, SEE DETAIL 3/8" X /2" X [J' + PIPE O.D.] STEEL ANTI-VORTEX PLATE PER DS-3 REBAR WELDED TO S P 6" O.C. 0 PIPE 0.D. J. ' \._J/2"XJ/2" STEEL STRAP WITH J/8" BOLT GRAT£ ASSEMBLY NOT TO SCALE 8' THICK CONCRETE (C-1350) NOT£· HOT DIP GALVANIZE ALL STEEL AFTER FABRICATION DETAIL -ANTI-S££P RING NOT TO SCALE ~:r I -~ I 10.0' I 5: I I s' 0=~1= - fj----,,,-L-----,,.-__J I ~~ ~IMIN. I "',,! L co DETAIL 0£SILTING BASIN SPILLWAY -PLAN SECTION B-B NOT TO SCALE NOT TO SCALE D=FG PER PLAN I 1' MIN. A = TOP PER PLAN I /' MIN. CAUTION!! SEE DESILTING BASIN-__, OUTLET DETAIL ABOI/E CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/0/111 SEE ANTI-SEEP ,,,,.-- RING DETAIL _____,/ II II OU TlET PIPE PER PLAN SECTION A-A NOT TO SCALE . ,A DESIGNED BY: Jr, AM, BF, HL DATE: JULY 2014 20' I PEDESTRIAN ACCESS TRAIL I I ~,& SEWER EASEMENT I-.::'-.. ,2· 3,L ALL WEATHER 4':4C 01/ER 4" CLASS II AB 2"X/2" REDWOOD HEADE, ACCESS RD. A MAX /1---'rF"'~~b'tn / '="'' MOD. CONCRETE MOW STRIP PER SDRSD L-3, TYPE A (6" WIDE X 8" DEEP) MOD. TYPE 'EJ' BROW DITCH PER SDRSD D-75, DEPTH=4" 12 1 ALL WEATHER ACCESS ROAD {PRIVATE,) NOT TO SCALE IF GRADES EXCEED 5% THE FOLLOWING GUIDEUNES WERE USED PER RECOMMENDATIONS PROVIDED BY U.S. ACCESS CONSULTANTS DATED MAY 30, 2014: 8.3% FOR A MAXIMUM OF 200 FT. I 0% FOR A MAXIMUM OF 30 FT. 12.5% FOR A MAXIMUM OF 10 FT. If 20' 0.1 9.83' 9.83' COMPACTED NA TII/E SOIL 0.17' PER SOILS \/,Af REPORT z,\ 2"X!2" REDWOOD HEADER, TYP. <·7 ¾.t,r 20' SOC&£ ALL WEATHER ACCESS ROAD {PRIVATE) GRADE< 10% NOT TO SCALE 0.17 9.83' 6" CLASS II BASE 01/ER COMPACTED <·/ NA T/1/E PER SOILS ¾.t,r REPORT If 20' 9.83' 0.17' \/,Af~IF======:::!::::;;;;;;:,:;;:%m;,;:;,====dK-2-/ i,1 '-._ 2"XJ2" REDWOOD ¾.t,r HEADER, TYP. 20' SOC&£ ALL WEATHER ACCESS ROAD {PRIVATE) GRADE I I %-14% {MAX) NOT TO SCALE BENCHMARK: I i----f-s· 1-20_·· -f -c:'l:rr, ""m=mrn=,=--,-,----,----,,--cl l-rrl_i--111;:::=ff'r-- J" AIR PLACED CONCRETE W/ 6"x6"xj10 WELDED WIRE MESH MOOIFl£0 0-75 BROW DITCH TYPE '8 1 @ 0£SILTATION BASIN DETAIL NO SCALE *UNLESS OTHERWISE SHOWN ON PLAN WELD 3/8" PLATE 4.5" STEEL PIPE UPRIGHTS TO FIT OVER 4" PIPE POSTs--1 4.5" 1-t---':.::.._--+- 4" POST SET- IN CONCRETE REFLECTORS BOTH SIDES 4 J/2" SCH. 40 STtEL PIPE (SEE NOTE I) 7' OR If' (FOR 12' OR 20' ROAD, RESPECTIVELY) WELD/ADD LOOPS FOR CHAIN 8'-20' EARTH SWALE DETAIL NOT TO SCALE 2 J/8" SCHEDULE 40 STEEL PIPE (TYPICAL) 4" SCHEDULE 40 STEEL POST----. .L1 SET IN CONCRETE (560-C-3000) ACCESS CONTROL GATE DETAIL NOT TO SCALE NOTES: /. SET GA TE UPRIGHTS OUTSIDE WIDTH OF ROAD, 14' OR 22' AS APPLICABLE e-----10' OR JJ' R/W----1 SEE LANDSCAPE PLANS FOR FENCING DETAILS SEE LANDSCAPE PLANS---...____ FOR FENCING DETAILS ~ '~ ' FINISH GRADE \ MODIFIED TYPE 'G-1' - - --" CATCH BASIN I TG PER PLAN ' :,,. c,, I I '\,'··>-~-------,-1.---,,-L-- ""'\..>.;..I _,,,-FINISH GRADE 2" FREEBOARD -;> 'e-GRADE BREAK "' STORM DRAIN WATER SURFACE NOT£: BIOR£T£NTION BASIN BUILT PER THIS PLAN. STORM DRAIN, SPILLWAY AND RIP-RAP PER DWG 48O-J. SECTION A-A 4% OR 5% TREATMENT ARE DESIGNATED ON EACH TREATMENT AREA LOT. DETAIL ff 1 -BIORETENTION AREA FULLY LINED FLOW-THROUGH PLANTER W/ GRAVEL V2 NOT TO SCALE I. SOIL MIX AND GRA I/EL SHALL HA 'IE 40% POROSITY AND SHALL BE VERIFIED BY GEO TECHNICAL ENGINEER. 5" PER HOUR INFILTRATION RAT£ 2. SEE SECTION 4 OF CITY OF CARLSBAD STANDARD URBAN STORM WATER MANAGEMENT PLAN (SUSMP) DA TED 1/14/2011, FOR ADDITIONAL BIORETENT!ON SPECIF/CA 1/0NS J. CONSTRUCT CHECK DAMS AS NEEDED 4. IMPERMEABLE LINER SHALL BE JOMIL PVC LINER, SPECIFIC GRA WTY (ASTM D192}: 120 (MIN.), TENSILE (ASTM D 882): 73 (LB/IN-WIDTH, MIN.), ELONGATION AT BREAK (ASTM D882}: 380 (%MIN.), MODULUS (ASTM O 882): 30 (LB/IN-WIDTH, MIN.}, TEAR RESISTENCE (ASTM D 1004)-JO (LB/IN, MIN.) PER CEOSOILS RECOMMENDATIONS DATED 6/17/20/J. CITY OF I CARI.SBAD I SHSET I ENGINEERING DEPARTMENT IA~TS '.4:-4:---;--. GRADING PLAN FOR: ~~f RANCHO COSTERA 7. "AS-BUILT" DESCRIPT,ON 2.5" DISC STAMPED "CLSB-105, LS 6215" ROBERTSON RANCH WEST VILLAGE NOlF II ~ k---~:~~~c:Y~G~.,s. G.o. ~~:L:o.,A51;~~;0~ GE~f-tJ.~-Jt./_e,,,ae__ ~C~O~N~S~U~L~T~A-'-'N--'--T.____.S-_ f-----------------1 p .E. 32014 EXP ,~l-3/.31/Z~ DATE LOCf\TION IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVcR AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL PLANNING AREAS 1-11, 13, & 23(A, 8, C) -, APPROVED sy1 ) ; ;, _A / JASON J· GELDERT M0>U , , i2s,JZDL11-ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. • 2014 O'Day Consultants, Inc. 2710 Loker Avenue West Civil Engineering Suite 100 P1anning Carlsbad, California 92010 Processing 760-931-7700 s,xveying Fax: 760-931-8680 ODayConsultants.cam ENGINEER OF WORK: RECORD FROM R.O.S. NO 17271 (PT. NO. 105) (tJ-&··lfr_ DATE ELEVATION: 45.410 M.S.L. DATUM: U.SC. & C.S NGVO 1929 7K DATE INITIAL ENGINEER OF WORK G:\ID1J07\1CQ7EJGQ5.d·11g Aug 05, ZCJ14 7:42om X,ef;;: ;QQ7BG; 1007BUTL EflGlflEERlflG MANAGER RCE63912 EXP.09/31J/14. ATE -·--- OWN BY: PROJECT NO. DRAWl,IG NO. DATE INITIAL DATE INITIAL CHKD BY: 12 ~3 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ->Li-C. T. !J-03 480-JA ....--A TYPE 'F' CATCH BASIN ______ I_ --. .~ W/ OPENINGS ON ALL _ "'-, I 4 SIDES --: .. ~ --._ -t;;~-~78__~· :_ _ ~I jB BEGIN 6" TYPE 'c-1' CURB TYPE 'c' ----------'( ~ ~ 011t4Vc · . 1-· TERRACE 0/TCH -'.:5 "> . _/ •· . PER SDRSO 0-75 ~ EOCE OF DITCH . •1:,t} I , __ _ i---= /,5' CONCRETE APRON BEGIN 6" TYPE] 'c-1' CURB I 560-C-3250 ~! . ,--6' TYPE 'G-1' CURB -::J L.-A IO' TRANSITION NOTE: SDRSO D-75 BROW OITCH MOOIF/EO FOR WIOTH - DETAIL-CONCRETE APRON & SPLASHWALL @ CATCH BASIN AT £NO or SLOP£ BENCH SCALE-1'=4' _-.. ....,....._ ' - 7' BOTTOM STREET UNDERCUT 1.,,.,----SETBACK r LINE 12" LEVEL 5' If. 12" I I 12" MIN. If. 2.5' 12" 1 MIN. 15' TRAIL EASEMENT I 4- TRAIL FENCE PER N LANDSCAPE PLANS '. I ! I ,_ MOO. CONCRETE MOW STR/P'J-..- PER SORSD L-J, TYPE A (6' WIOE X 8" OEEP) J' I t-4" STABILIZED D. C. TRAIL*' ,.; .k: n,c' BROW O!TCH PER SORSO 0-75, '5% COMPACTED DEPTH = 4,, SUBCRAOE TYPICAL SECTION 8 1 O.G. PEDESTRIAN TRAIL* PORTION ALONG WESTERN EDGE OF DEVELOPMENT 4' STABILIZED O.C. TRAIL' NOT TO SCALE /J' I TRAIL EASEMENT I J' I 2' L I I D. C. £OGE TO BE LEVEL WITH TOP OF CONCRETE MOW STRIP (BOTH SIDES)\ SEE NOTE@ I I >-----i----, STREET SIOE ~>--------<2 >----~- JI£r (fJ TRAIL EASEMENT-TWELvE (12') FOOT MIN. UNLESS STA TED OTHERWISE ON SITE IMPROvEMENT ANO GRADING PLANS. 0 VARIABLE WIDTH (SEE PLAN) STABILIZED DECOMPOSED GRANITE TRAIL TREAD. (SEE NOTE A) 0 2' MAINTENANCE ZONE ON BOTH SIDES. NO /RR/CATION HEADS OR APPURTENANCES SHALL BE PLACED IN THIS ZONE LOW GROUND COVERS 6' OR LESS MAY BE ALLOWED. (j) DECOMPOSED GRANITE WITH STABIUZER. AS SPEC/RED BY THE CITY TRAILS MANAGER COLOR SHALL BE BUFF, CRAY, OR LICHT TAN. SUBMIT SAMPLE TO CITY FOR APPROVAL. INSTALL IN TW0-2' LIFTS. COMPACT BETWEEN LIFTS IN ACCORDANCE WITH SPEC/RCA TIONS. TOP OF DG TO BE LEVEL W/ TOP OF CONCRETE EOG£ SURFACE SHALL ORAIN IN DIRECTION OF WATERSHED OR TOWARDS BROW DITCH. NOTES: A, TRAIL WIDTH MAY VARY OEPENOING UPON LOCATION WITHIN OPEN SPACE OR LANDSCAPED AREAS. TRAIL TREAD WIDTH TO BE 8' UNLESS SPEC/RED OTHERWISE B. CONTRACTOR SHALL PROVIDE POS/1/vE DRAINAGE FOR THE TRAIL. C. INSTALL 18" WIOE MULCH MAINTENANCE AREA ON BOTH SIDES OF TRAIL. 0. MATERIALS ANO METHODS FOR TRAIL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPEC/RCA TIONS. £ SLOPE CONCRETE MOW STRIP CONTINUOUS WITH CROSS SLOPE OF TRAIL GRAD£ F. THIS DETAIL SHALL BE THE STANDARD FOR UNPA vED TRAILS KNOWN AS C/RCULA TION ELEMENT TRAILS WITHIN THE CITY OF CARLSBAD. TYPE 'C' ~ TERRACE 0/TCH PER SDRSD D-75 MIN.~ f-'.--1-'--l 1 6" MIN. MOO.TYPE '8' BROW DITCH PER SORSO 0-75, DEPTH =4" 0 6" WIOE x 8" DEPTH CONCRETE MOW STRIP PER SORSO L-J, TYPE A (MOD/RED) lY----K ENO 6' TYPE _ 'G-/' CURB 7-'--:;7t_:---:;:::::~-:____-'--_c__..JLL'.::_~u-----------'-__ -__ .c._-________ -_--: ___ :::_;;_-,._-:_Jf--'-- ;1 ---BEGIN 6" TYPE 'G-1' CURB I _, __ TYPE 'F' CATCH BASIN _j) W/ OPENINGS ON ALL 4 SIDES JO' TRANS/1/0N -.· NOTE: SDRSD 0-75 BROW 0/TCH MOO/FIEO FOR WIOTH SEC. A-A SEC. 8-8 SEC. C-C 6" TYPE 'G-1' CURB TYPICAL LOT ROUGH GRADING DETAIL NO SCALE JO' TRANSITION DETAIL -CONCRETE APRON & SPLASHWALL @ CATCH BASIN ALONG SLOP£ BENCH 6' TYPE 'G-1' CURB TYPE 'F' CATCH BASIN W/ OPENINGS ON ALL 4 SIDES TYPE 'C' TERRACE DITCH PER SDRSO 0-75, SCALE· 1"=4' 8' BENCH • I. 5' CONCRETE APRON 560-C-3250 SECTION A-A SCALE: 1"=4' 3.46' • :BEGIN SPLASHWALl:: , /SEE PLANS FOR HEIGHT:\ '· J.00'.' .··· .• : :· ·,·: ... ·.; .. ·-• .. ·•· -: .•. '·y,:. •·· _;· .• : --. .:-: '<,PLASH WALL..,•. . . ·. -------~-~----------·/··:._·_. >.-.: ,. ·.·.·-:--, ~ _\ L I A '---r-- 'I ·•· •• .··'•·. · SEt PLANS FOR HEIGHT ... , .. ·-•·. , .. --•· ·-.· . BROW OITC:H PER c ., MOO. 0-75, TYPE 8 ALONG PEDESTRIAN : ·TRAIL•· ... ' fZOW IJ.5" 6' TYPE 'c-1' CURB CAUTION!! TYPE 'F' CATCH BASIN W/ OPENINGS ON ALL 4 SIOES CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION/ NOTE!! ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. • 2014 O'Doy Consultants, Inc. · I. 5' CONCRETE APRON 560-C-3250 8" OR 16" HIGH CMU SPLASH WALL (SEE PLANS FOR HEIGHT SECTION B-B 6"---r-;--/4 BAR@ 16' O.C. vERTICAL ONLY ~ KEY SCALE: I "=4' •.. :·· •: · ... :·•. ·.· . ·,. . ..>--.._ ..._~ V, •)'. 'v'. ·:Y, <:.,;•::;,. ~PEDESTRIAN TRAIL MOO. TYPE '8' BROW OITCH[ ------.,,--/.+•70,"'._••;;, •:;,;;_:j':-j':-.:;,(f~<1/ v SEE DETAILS THIS SHEET 0-75, SEE PEDESTRIAN TRAIL //, /xp/ .. 1/,.,:,1/ DETAILS THIS SHEET -MOO. MOW STRIP, SEE PEDESTRIAN TRAIL DETAILS THIS SHEET SECTION A-A TYPICAL SPLASH WALL DETAIL @ PEDESTRIAN TRAIL NO SCALE "AS-BUILT" IJ/~ A -2 DESIGNED BY, JT AM 3F. HL DATE, JULY 2014 t,,,, u~J DRAWN BY, J.S. SCALE• AS SHOWN /..,, d 1/) .1 ./ ~~-PROJECT MGR.: G.O. JOB NO.: 10-1307 G~~~7 ___il.~jL~!l __ C O N S U L T A'N T S t-----------------1 P.E. 32014 EXP._U;)J';).U> DATE 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: CcclsbF:d; Yi'~~if;~!~;~ ~;:i:~~~g b.-d,'/J@ DATE: 8&,h-~ REv;;lll-' "'--=;:_____ ;o-£--rt ODayConsultants.com GEORGE ~fDAY / RCE: 1 32014 INSPECTt-r · DATE . 85% COMPACTED SUBCRADE ----'-M,00. CONCRETE MOW STRIP PER SORSO L -J, TYPE A (6" WIDE X 8" DEEP) TYPICAL SECTION 8 1 0.G. PEDESTRIAN TRAIL* PORTION ALONG £ASTERN EOG£ OF D£1/£LOPM£NT NOT TO SCALE 0 /8" WIOE X 2• OEEP MULCH AREA, AN/SH GRADE OF MULCH SHALL BE 1/4' BELOW TOP OF CONCRETE MOW STRIP. 0 90% COMPACTED NATIVE SOIL. ® ANISHEO GRAD£ STABILIZED DECOMPOSED GRANITE TRAIL -CONCRETE EDGING • I} IF GRADES EXCEED 5% THE FOLLOWING GUIDELINES WERE USED PER RECOMMENDATIONS PROVIDED BY U.S. ACCESS CONSULTANTS DATED M4Y JO, 2014: 8. 3% FOR A MAXIMUM OF 200 FT. I 0% FOR A MAXIMUM OF JO FT. 12 5% FOR A MAXIMUM OF IO FT. A LEvEL LANDING (2% MAX £4CH DIRECTION) SHALL BE LOCATED AT ENDS OF EVERY RUN EXCEEDING 5% " 2) SEE OET.4/L ON THIS SHEET FOR DECOMPOSED GRANITE TRAIL CONSTRUCTION 8' BENCH ,• __ _ J' ROUNOEO SLOPE OR RETAIN/NC WALL W/ PEDESTRIAN GUARD RAIL (4-WIRE ~t----~ CABLE RAILING FENCE PER CAL TRANS i, 1.67' STO PLAN RSP 811-41) PER PLAN (vERDURA V40 SEGMENTAL WALL TO BE SORSO 0-75 TERRACE 0/ TCH, TYPE 'c' @ 2 0% MIN. J' CONCRETE (470-C-2000) I I I I I I LJ W/ 6"x6"x/10x/lO WELDED WIRE MESH EARTH-TONE COLOR I I USEO Wl-!ERE SHOWN) DETAIL-BENCH AT SLOP£ BENCHMARK: NOT TO SCALE SEE SORSD 0-75 AND CITY OF CARLSBAD owe. GS-14 FOR A00/1/0NAL SPECIF/CATIONS. DESCR'PIION: 2.5" DISC STAMPED "CLSB-/05, LS 6215" LOCATIOfl: IN NORTHEAST CORNER OF CANNON RD. BR/OGE OVER AGUA HEDIONOA CREEK. 120 FEET SOUTHWEST OF El CAMINO REAL NOT TO SCALE STABIL!ZEO OECOMPOSEO GRANITE MATERIALS AS SPEC/RED BY THE CITY TRAILS MANAGER SHALL BE USED. INSTALL PER MANUFACTURER'S SPECIF/CATIONS. CONCRETE CURB IS REQUIRED. -M~B-15-TERRAeE -fJ/f6H;-fYPr~@-2:tJJHi/Nc' I SHGET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLAN FOR: 0 RANCHO COSTERA ROBERT50N RANCH WEST VILLAGE PLANNING AREAS 1-11, 13, & 2J(A, 8, C) !44s «~ ;;:,s") -,7 APPROVED BY:p fl(,,/,,' ' JASON S. G~rt,RT ~---. • ',V, I /:1 5_ /'j_ RECORD FROM, R.0.S. NO. 17271 (PT. NO. 105) ~;J,; /?£;'101/t: /?. '.BO!CII' Jill/7/ /:fAIL ENGlflEERlflG Me AGER ,'sCE63912 EXP.09/30/14 f/!rE J}/_21(f!-J'. .IV. 1,ze,1s S!,~ OWN BY: PROJECT NO. DRAWING NO. ~ITIAL ELEVATION: 45.410 MS.l. DATUM: U.S.C. & C.S. NGVO 1929 DA ENGINEER ~F WORK G:\101307\1007BC06.dwg Auq 01, 2014 3:44pm Xrefs: 1007BG DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA1E INITIAL CHKD BY: _(!-!>;r' CITY APPROVAL RVWD BY: ,.\1,,'I'--C. T. 13-03 480-3A ' • . . ' -1. I' ',.,,,_,,,~_ .. , I 2' -6" . -, FACE, 9 1+---=-#4 @ 12" O.C. (V) EA. FACE, T(P. DESIGN CRITERIA CLEANOUTS: SOIL: LETTER BY LGC VALLEY INC. LETTER DATED JUNE 3, 2014 PROjECT NO. 133023-03 UNIT WEIGHT = 120 PSF EFP = 60 PCF /FT REQUIRED SPECIAL INSPECTIONS IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING CHECKED ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH CHAPTER 17 OF THE CALIFORN!A BUILDING CODE. SPECIAL lfJSP[CTION INOEPENDD~T O>" CONTP.ACTOR, ARCHITECT, OR ENGINEER OF RECORD SHALL BE PROVIDED BY OWNER ACCORDING TO THE CALIFORNIA BUILDING CODE CHAPTEf~ 17 (TABLE 1704.3-STEEL, TABLE 1704.4-CONCRETE, TABLE 1704, 5.1 OR 1704.5. 3-MASONRY). THE SPECIAL INSPECTOf, SHALL OBSERVE THE WORK CONFORMANCE W/ THE CONTRACT DOCUMENTS, MOT THE SHOP DRAWINGS. ITDA: I TYrE, REMAr.l<S, CONCRETE PERIODIC VERIFYIMG USE OF REQUIRED OESIGM lBG fABLt 1105.3 MIX FOR A-~\ STORM DRAIN ROOF TOP PLAN 18\ CONTINUOUS SAMPLING FRESH CONCRETE AND PERFORMING SLUMP AND AIR CONTENT SCALI::: 112" = 1'-0" SEE "SECTION D" FOR (H) & (V) BAR SIZES AND SPACING 2' -611 LIGHT DUTY \> MANHOLE COVER, # ·, . .,,, "" OR PER SDRSD M-2 /-•,r•U ~ / 10 O,v, AT , J---7~_:;;;;;;;;;;;;~;;;,;;;;:::;::;:=;::;::J~2e=~ ' T[:,T:, AND DCTERMlt-llNG Tl IE TEMPERATURE OF FRESH CONCRETE AT ✓-OPTIONAL CONSTfs. JOINT, TYP. THE Tl~iE OF MAKING SPECIMENS FOR STRE~ICTH TESTS PER ACI 318 3'-01> PERIODIC INSPECTION FOR MAINTENANCE OF SPECilED CURING TEMPERATURE AND / CORNERS (MATCH w{· _____ _:j:t:~~~~-"~'.'.::~•==:z,::j:'.::::::'.::::::f;'t:tf r;;:::,::::;:::;:::;:==:::;;::;::::;::=::;::::::::;;:::::;:,:;;::¢;:;i ::if'AGING Ur (H) ·,, / // :l~@ 12" m ! BARS, TYP. #5 @ 12" O.c)/ L#5x 5' -0" DIAGOfJAL ~ O.C. ALL AROUND, TYP. I TECHfilOUES ~ -j SCALE: 112" = 1' -0" ''---"' SEE "SECTION D" FOR (H) & (V) BAR SIZES AND SPAC!NG I A ~ r /o'\. J! ~-----_,..__"l--~1------------1,-· ~ I I ,. (;\ SECTION C-C -) SCALE: ·li2" = ·J'-0" "-""-~ CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! 7'-0" ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL • 2014 O'Day Consultants, Inc. / !J." ~' " . G· NA ,_ ,,ox ,., -0 DIA O · L BARS TYP. AT INTERMEDIATE LANDINGS ' 0 I "" • 0 I co - (8\ 1 ·-o" . rc\ 48n RCf"--_ 67.0 FL -. +------ #5 @ 12" " - . ·------ EA. WAY, @ SIDE OF OPENING, SOIL PERIODIC VERIFY SOIL MATERIALS ARE ADEQUATE CENTERED TYP. ' -, . ' ' ' ' ' ' ' ' ' -,_ lNEH'E-:-F0R-· fl:AOOERS, SEE r€fvrt:- ' ' ' ✓ ' ' - /_ ---,~ #5 @ 8" O.C. (H)_J BOTTOM FACE 1-li---:::::;7'"'"-#4 @ 12" O.C. (V) EA. FACE, ~ TYP. CBC TABLE 1705.6 TO ACHIEVE BEARING CAPAClf(, VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND PERFORM CLASSIFICATION & 9' ' TESTING OF COMPACTED FILL MATERIALS, Ir~ ~--r--#5 @ 8" O.C. (H) EA. FACE, T(P. CONTINUOUS VERIFY MAIERIAL, LIFT THICKNESS DURING t--H---,.--#4 x 7'-0" EA. FACE (V), V.,,-LAP BARS, TYP. ~ ---, ', '·-TRIM REBAR AT OPENINGS, TYP. 1 t -0" RE -COf,!PACTION SPECIAL INSPECTION NOTES: 1. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OR GOVERNING AGENCY, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION: COMSTRUCI ION I l:.:il ING & ENG!NEEf,IN(i (760) 74ti-4':J!J!J 2. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL IN5f'ECTIOtJS, TESTING AND STRUCTURAL OB5ERVIITIONS MUST BE COMPLETED Bl TrlE PROPERTY OWNER, PROPERTY OWNER'S AGEMT OF RECORD, ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 3. THE SPECIAL INSPECTIONS IDENTIFIED ON PLAN ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S OR GOVERNING AGENCY'S BUILDING IN3FECTOR. REINFORCING STEEL: i..1-----::::,,.--#5 @ 12'' O.C. (V) EA FACE, 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WlTH THE C.8.C., ANO THE "MANUAL OF STAMDARD PRACTICE" BY THE C.R.S.I. OR AS MODiFIED BY THE CONSTRUCTION DOCUMENTS. TYP, _...,,-----l#6 @ 8" o.c. (H) INSIDE FACE, ,.,...-TYP. Z. Kl:JNt!JKL:ING EJAR::, ;,HALL lUNfURM TO A.S.T.M. A-0·1:,, Ul:.rVKMt:Ii GRADE 60, EXCEPT #3 BARS ~IAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO AS.T.M. A-706, DEFORMED GRADE 60, __.....--#5 @ 10" O.C. (H) OUTS!DE FACE. 3. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T.M. A-706 WITH LOW HYDROGEN ELECTRODES ANO SHALL CONFORM TO U.B.C. STANDARD 19-1 ANO STRUCTURAL WELDlt.lG CODE REINFORCING STEEL BY A.N.S.I. / A.W.S. 01 .4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. , __-TYP. ~#5 @ 8" O.C. (H) TOP FACE / D' SECTION 0-0 SCALE: l/2" = 1'·0" "AS-BUILT" /;k,u..lL=-ffl 'tJ~ _jj,~I;.~ GEORGE O'Dhf .£~,, /? · 'r--- P.E. 32014 EXP-,-~,.tzo DATE REV/#&~ A/_ '//I vl£~-/D--½~Ltj__ INSPECTOR DATE 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL. 5. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. ALL VERTICAL REINFORCIMG SHALL BE CONTINUOUS BETWEEN TWO LEVELS, UNLESS NOTED OTHERWISE. BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-I05, LS 6275" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEO!ONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0.5. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DATUM: IJ.S.C. & C.S. NGVD 1929 /1\ DATE INlllAL ENGINEER OF WORK G: \101307\1007BGQ7.dl'lg Aug 19, 2014 11:16om Xrefo: 10078G REVISION DESCRIPTION CONCRETE: 1. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF A,C.I. 318-LATEST EDITION "SPECIFICATIONS FOR STRUCTUP-AL COMCRETE FOR BUILDINGS", EXCEPT AS MODlrl[D [JY TIIC SUrPL[MCNTAL R[QIJl:0:[M[NTS CONTAIN[D IICR[IN OR SI IOWN ON THE DRAWINGS. 2. ALL CONCRETE SHALL BE 150 P.C.F. 1-lARDROCK, Mil/ED PER AS.T.M. C-Q4, ANO SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,250 P S.l. AT 28 DAYS . 3. THE MAXIMUM SIZE AGGREGATE iN SHALL BE 3/4" INCH. 4. CEMENT SHALL CONFORM TO A.S.T.M .. C-150, TYPE II OR V, LOW ALKALI. AGGREGATES FOR NORMAL WEIGHT SHALL COMFORM TO A.S.T.M. C-33. 5. ADMIXTURES (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED BY THE ENGINEER OF RECORD. 6. CONCRETE MIX DESIGNS SHALL CONFORM TO C.8.C. SEC. 1905 AND ACI SECTION 5.6.5 UMLESS MOTED OTHERWISE. 7. NON-STRUCrURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTFfl ALL DAMAGED GALVANI7Ffl ARE.AS :,HALL BF RFPAIRED PRIOR TO EMBEDMENT. 8. READY MIXED CONCRETE SHALL CONFORM TO (AS.T.M. C-94). 9. PLACEMENT OF CONCREfE SHALL CONFORM TO A.CJ. 304. 10. ALL EXPOSE[) l:ONCRETE SHALL HAVE A SMUO(ri FUKM riMiSH USING ti-tl PLYFORM, CLASS I, EXT-A.P,A. PLYWOOD. 11. ALL 3LAEl5 5t-lALL I-IAVE: A TROWELED flNl3I i [XCEFT ~.s r,OTED ON Ti I[ DRAWINGS. 12. ALL REINFORCIMG STEEL, ANCHOR BOLTS, DOWELS Ario INSERTS Sl-'ALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 13. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THESE DRAWINGS. HE SHALL SUBMlf DETAILS OF CHANGES TO THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK. 14. NO BRICK OR POROUS MATERIAL SHALL i'lE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. 15. PROVIDE .3/ 4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, U.N.O. 16. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER: FOOTINGS CAST AGAINST EARTH - FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - WALLS - COLUMN TIES - SLABS (#11 AND SMALLER) - :/' 1 1/2'' 1 1 /2" 3/4" 17, CONCRETE CURING: TiPICALLY REQUIRED FOR 10 DAYS. . I SH7ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ) GRADING PLAN FOR: Q:l ~ RANCHO COSTERA 77 ROBERTSON RANCH WEST VILLAGE PLANNING ARtAS 1-11, IJ, & 23(A, B, C) APPROVED BYfi '}h.?,&A I JASON~jGspITTLJ ' /. V /f '• j 2 / ENGINEERING MANAGER RCE63912 EXP.09/30/14 ATE ~ OWN BY: ____ PROJECT NO, DRAWING NO. DATE INlllAL DATE INITIAL CHKD BY: ?.S'.r C. T. 13-03 480-JA OTHER APPROVAL CITY APPROVAL RVWD BY: ..1\-Z. ------------- f I = _,,I....___~"::::~:::::::--..._ R/W I ~ BOTH SIDES OF STREET ~-,~,> R/ivW: :/Rft:O~~Hfyt_ASE JO' PEDESTRIAN ACCESS 1--------------------+~---------------+H I 96' I §jJ.PffNT & LANDSCAPE~ 1----------~48~' --------+--------~---------ttH1~ JO' PEDESTRIAN ACCESS . _ \ JO' JO' JO' ( EASEMENT & LANDSCAA I 48' 1--~-+-~------~------,--~,l~---,.----~-----+--/~R .. -+lr+--~-1 6' 12' 12' 8' 8' 12' 12' 6' '"'-, I-- 16' JO' BIKE THRU THRU I THRU THRU BIKE 6' LANE LANE LANE I LANE LANE LANE 6' n I SEE LANDSCAPE PLANS FOR n 1 [ MEDIAN DESIGN, DWG 480-JL fr 2% 2% ---'~ _ I I 2% I 2%, I c-c :;:MEA-:!:-~::::~~ :::::::a:a;::zz zzzza:_~-µ.+-~h~---ci-<·/ 44..,.. SIDEWALK \ , j FIRE HYDRANT Ti'P. APPROXIMATE UNDERCUT TO BE BASED UPON 5" 6 CURB & CUTTER BOTH SIDES OF STREET R/IY ASPHALT CONCRETE OVER 6" MIN. AGGREGATE BASE PER SDRSD C-2 ACTUAL THICKNESS TO BE DETERMINED BY R-VALUE TESTS AND VERIFIED BY SOILS ENGINEER AND ON-SITE CONTRACTOR WEST RANCH STR££T {PUBLIC) NOT TO SCALE ALL SURFACE IMPROVEMENTS PER owe 480-J, SHOWN HER£ FOR REFERENCE ONLY f 60' STREET LIGHT. BASE & CONDUIT Ti'P. BOTH SIDES OF STREET JO' BUFFER JO' 10' PEDESTRIAN ACCESS EASEMENT & LANDSCAPE BUFFER 10' PEDESTRIAN ACCESS EASEMENT & LANDSCAPE~ 10' 20' 20' JO' 1--~-+-~------~-----+-----=-~----+--~-+tt---~--, CAUTION!! I ll 6' n , 1 6" CURB & CUTTER PER SDRSD C-2 ~ I 2% 2% I 2% ~iz~2% i n ~pJ z:1 c-c ~fiJLf!EA~_rT.::::::~~=:=:;zzzz --=- ASPHALT CONCRETE OVER 6" MIN. AGGREGATE BASE FIRE HYDRANT TIP. "L-_---=i <"/ ,14..,.. R/W* JO' /J' 0.5' 5' 7.5' ACTUAL THICKNESS TO BE DETERMINED BY R-VALUE BOTH SIDES OF STREET TESTS AND VERIFIED BY SOILS ENGINEER AND ON-SITE CONTRACTOR 60 1 COLLECTOR STR££T NOT TO SCALE ALL SURFACE IMPROVEMENTS PER owe 480-3, SHOWN HER£ FOR REFERENCE ONLY -COMMERCIAL/MULTI-FAMILY PORTIONS OF 17' GAGE DRIVE AND ROBERTSON ROAD (PUBLIC) f 60' JO' 17' 6" CURB & GUTTER PER SDRSD G-2 'f STREET LIGHT. BASE -+---& CONDUIT TYP. IJ' 18' BOTH SIDES OF STREET FIRE HYDRANT TYP. BOTH SIDES OF STREET ~ ~ I ~ ~~LP, -_r -r-,-- - - - -·-- -----~-·---- - ---- --,--=:r . ±::z:ZJ7../Z_/Z/L/Z/ZLVZZZZZZ.ZZ.~l-~ZZZ:Zll./ZrL/Z:/ZZllZZ.-:Z& -~ 4• PCC SIDEWALK T__APPROXIMATE UNDERCUT TO BE BASED UPON 4" (NON-CONTIGUOUS} ASPHALT CONCRETE 01,f'R 4" MIN. AGGREGATE BASE ACTUAL THICKNESS TO BE DETERMINED BY R-VALUE TESTS AND J,f'R/FIED BY SOILS ENGINEER AND ON-SITE CONTRACTOR 60 1 R£S/D£NTIAL STR££T NOT TO SCALE ALL SURFACE IMPROl/£M£NTS PER DWG 480-J, SHOWN HER£ FOR REFERENCE ONLY -THROUGH-STREET PORTIONS OF BORDEN CT. (PR/VA TE}, PORTOLA CT. (PR/VA TE), NELSON CT. (PUBLIC) AND LA PAZ CT. (PUBLIC) -ENTIRE LENGTH OF WADSWORTH ST. (PUBLIC}, GLASGOW DR. (PR/VA TE BETWEEN STA. 13+53.46 AND STA. 30+73.68) AND WELLSPRING ST. (PUBLIC) -RESIDENTIAL PORTION OF GAGE DR. (PR/VA TE) AND ROBERTSON RO. (PUBLIC) 'LIMITS OF RIGHT-OF-WAY FOR PUBLIC STREETS, LIMITS OF PUBLIC UTILITY & ACCESS EASEMENT FOR PR/VA TE STREETS R/W* f f--------:---------t=56'-'-------:--:-----rr-==+--STREET LICHT. BASE I 26, 26, & CONDUIT TYP 18' 18' 0.5' 5' 4.5' I 18" R/W I . I 6' CURB & CUTTER I ~~. 6'i==,:=uau;&=aua:;:liJo f J% 7 4 PCC NON-CONTIGUOUS '-APPROX/MA TE UNDERCUT TO BE BASED UPON 4" SIDEWALK (CONTIGUOUS , AT CUL -DE-SAC BULBS) ASPHALT CONCRETE OVER 4 MIN. ACCRECA TE BASE ACTUAL THICKNESS TO BE DETERMINED BY R-VALUE TESTS AND VERIFIED BY SOILS ENGINEER AND ON-SITE CONTRACTOR 56' CUL-D£-SAC STR££T NOT TO SCALE ALL SURFACE IMPROVEMENTS PER owe 480-J, SHOWN HER£ FOR REFERENCE ONLY -CUL-DE-SAC PORTIONS OF BORDEN CT. (PR/VA TE), CRESPI CT.(PRIVA TE}, KENTNER CT. (PR/VA TE), CHASE CT. {PR/VA TE}, PORTOLA CT. (PUBLIC}, NELSON CT. (PUBLIC}, LA PAZ CT. (PUBLIC), AND TRAILBLAZER WAY (PUBLIC) * LIMITS OF RIGHT-OF-WAY FOR PUBLIC STREETS, LIMITS OF PUBLIC UTILITY & ACCESS EASEMENT FOR PRIVATE STREETS f J8' R/IY BOTH SIDES OF STREET FIRE H'fDRANT TYP. 80 TH SIUES OF STREET STREET LIGHT. BASE--t---li' 225' /5.5' & CONDUIT TIP. 1----++1-----="'--------i------'-'-"'------1 FIRE HYDRANT, TYP 8.5' 14' 14' 0.5' 8' 24" I I I 6" CURB & CUTTER 1.5' /:\ z:1 1 PER SDRSD G-2 ~ ~~J cf Tg:-h..::vz,:vzr~Z7Z7ZZZZZZ4=llZ?ZZll~.DZ7Z7ZZ..cz 2 <'/ -k 4" PCC CONTIGUOUS t_APPROXIMATE UNDERCUT TO BE BASED UPON 4" '"1..f" R/W SIDEWALK ASPHALT CONCRETE (4" PCC WHERE SHOWN ON PLANS} OVER 4" MIN. AGGREGATE BASE ACTUAL THICKNESS TO BE DETERMINED BY R-VALUE TESTS AND J,!'RIFIED BY SOILS ENGINEER AND ON-SITE CONTRACTOR ROBERTSON ROAD {PUBLIC) {CONNECTION TO TAMARACK AVE.) NOT TO SCALE ALL SURFACE IMPROVEMENTS PER owe 480-J, SHOWN HER£ FOR REFERENCE ONLY f R/W 60' JO' JO' STREET LIGHT. BASE .J---& CONDUIT TYP 10' 20' 20' 4.5' 5.5' J!j_" 6" CURB & GUTTER 2: _ 2% ______ -!-___ :ER s;;sD c-2 ~% r"-!fl--1< ~" p:~::::E:::::::~;llll~~:_-_ (CONTIGUOUS) ASPHALT CONCRElF OJ,f'R 4" MIN. AGGREGATE BASE ACTUAL THICKNESS TO BE DETERMINED BY R-VALUE TESTS AND VER!f/ED BY SOILS ENG1/N£tf/ AND ON-Slit CONTRACTOR EXISTING & PROPOSED GLASGOW DR. {PR/VAT£ B£TW££N STA, !3+53.46 AND STA. 30+73.68) & EDINBURGH DR. NOT TO SCALE PROPOSED SURFACE IMPROVEMENTS PER owe 480-3, SHOWN HER£ FOR REFERENCE ONLY BOTH SIDES OF STREET FIRE HWRANT TYP BO TH SIDES OF STREET CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXIST/NC UTILITIES IN TH£ AELD PRIOR TO CONSTRUCTION! , "AS-BUILT" /"\/ DESIGNED BY: JT. AM. BF. HL DATE: JULY 2014 BENCHMARK: DESCRIPTION: 25" DISC STAMPED "CLSB-105, LS 6215" NOT£!! ELECTRONIC DA TA ALES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL V ~ DRAWN BY: J.s. scALE: AS SHOWN _ h. .\&.-Cf_~--_ajec./_~IB~_ -------TJ,k~~-PROJECT MGR.: G.O. JOB NO.: 10-1307 G~U\Y (/, . ~C~O~N~S~U~L~T~A~N~T~S~ 1----------------1 P.E. 32014 EXP.~/-4~ DATE 2710 Loker Avenue West Ci-,ii Engir-eering ENGINEER OF WORK: Carlsbad, Colifornla 92010 Processing LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE 01,f'R AGUA HED/ONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0.S. NO. 17271 (PT. NO. 105) DATE INITIAL /1\ R/W f I 60' JO' I I JO' 12' 18' /8' I 0.5' 5' I 6.5' I I I 18.5' I I I 2·~ /" AC OVERLAY - ~2% I ~2% --------------------I -I r I - • R/W ~ 12' I ~ I 18" EXIST. STREET LIG. & CONDUIT 'HT. BASE TYP BOTH SIDES OF STREET EXIST. FIRE H WR ANT [,, .,...-BOTH SIDES OF Ti'P. STREET i / li " N,~J .:::lF z:1 -<·/ 44..,.. 1,EX/ST. PCC SIDEWALK REMOVE & REPLACE (NON-CONTIGUOUS) R/IY EX. 4" AC 01,f'R ACC. BASE 6" CURB & GUTTER PER SDRSD G-2 r EXIST. PCC 2DEWALK (NON-CONTIGUOUS) EXISTING GLEN AV£. {PUBLIC) NOT TO SCALE =--/j"---.----=::~----- f -~""'"'-R/W EXIST. I VARIES STREET LICHT. BASE I I.LI ..-1---&-CONDUIT Ti'P. i--------4'°2'-' -------:-' ------~VA~R!.='ES~----ttt--1 BOTH SIDES OF STREET 10' 32' 32' 4.5' 5.5' ~ EXIST. PCC SIDEWALK 1 ) (CONTIGUOUS) EX. AC OJ,f'R ACC. BASE EXIST. J 6" CURB & GUTTER EXISTING TAMARACK AV£NU£ {PUBLIC) NOT TO SCALE ,.-1·--~-------------"~c::::- VARIES 5.5' EXIST. FIRE HYDRANT Ti'P. BOTH SIDES OF STREET R/IY f ~, R/W 0.5' ,_ ' I 60' JO' I I JO' 13' /7' 17' I 5' 7.5' I -~ I I tv2% I ~ I -·1 (EXIST. PCC SIDEWALK 1_,) EXIST. 6" CURB & GUTTER (NON-CONTIGUOUS) EX. AC 01,f'R ACC. BASE -- 13' I 18" I-"'- II/ {1 I EXIST. STREET LIGHT. BASE & CONDUIT TYP BOTH SIDES OF STREET EX! ST. 'E HYDRANT Ti'P. FIR. i--80 TH SIDES OF STREET ··-,_ . - EXISTING WIND TRAIL WAY {PUBLIC NORTH or TRAILBLAZER WAY) NOT TO SCALE I SHBET I CITY OF CARLSBAD ~1,S ,,-, -4-4" ENGINEERING DEPARTMENT -GRADING PLAN FOR: I.: :;;tr., RANCHO COSTERA -17 ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, 13, & 2J(A, 8, C) • APPROVED BY:(, I) /I ' JASON t ~;LDERT ,,-,/ 'l 82 20/Lj_ EflGINEEf11NC ~·/\NAGER RCE63912 EXP 09130114 AT' OWN BY: PROJECT ~10. DRAWING NO. DATE INITIAL DATE INITIAL • 2014 O'Day Consultants, Inc. s,;,, 100 Plom,:c,g REAV~E'~E;t;6-{,,,, ~---12--s·--r:tr 760-931-7700 Surveying )w,,-~• /(},//b ~L, / Fo,o 760-931-8680 ~~-~ L✓ ·t&,-DATE: otf:://f,"_ ODoyCoosol•oots.rnm GEORGEAY r7 RCE: 7 32014 INSPECTOR DATE 1 ELEVATION: 45.410 M.S.L. DATUol U.S.C. & G.S. NCVD 1929 CHKD BY: f4. S3' C. T. 13-03 480-3A ENGINEER OF WORK REVISION DESCRIPTION 0TH ER APPROVAL CITY APPROVAL RVWD BY: .:,1 ~- G.\101307\10078G0B.dw9 A•Jg 05, 2014 10:0lcm Xrefs: 1007BG __ L__ ------ I ; I CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. •2016 O'Day Consultants, Inc. CONSULTANTS 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying DESIGNED BY: JI AM BF HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1" = 40' PROJECT MGR.: G.0. JOB NO.: 10-1307 "AS-BUILT" Gt6#tto"D1.lr d,%2~ _gj«/if: f--------------1 P.E. 32014 EXP,-o/~ DATE ENGINEER OF WORK: REVIEW &,_,.,,__I.L_'.J_a.,,___,D~AT=:.._iE: ,, /2Ltt._ GEORGE r. DAY RCE: TJzo14 INS EC BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF £L CAMINO REAL RECORD FROM: R. 0.S. NO. 11271 (Pr NO. 105) ELEVATION: 45.410 M.S.l. DATUM: U.S.C. & G.S. NGVD 1929 LOT 35 LOT BMP J45 I J46 2 REQUIRED TREATMENT CONTROL BMP TABLE REQUIRED* PROVIDED · 1 DESCRIPTION TYPE TREATMENT AREA TREATMENT AREA BIOR£T£Nl/ON BASIN TC-J2 J.511 SF@ 5% J.650 SF@ 5% BIOR£T£Nl/ON BASIN TC-J2 J.126 SF@ 5% J.810 SF@ 5% LOT JB • PER SWl,IP PREPARED BY CHANG CONSULTANTS 2024 X 20JJ 170.J~ o· 10· 40' 20 80' SCALE: 1" = 40' STORM DRAIN NOTE: SEE SHEET 2 OF IMPROVEMENT PLAN DWG 480-J FOR KEY MAP SHO/'t/NG REFERENCE TO STORM DRAIN PLANS, UNLESS OTH£R/'t/S£ NOT£0. NOTES: @GENERAL UTILITY & ACCESS EASEMENT PER FINAL MAP C. r I J-03-2 @ IRREVOCABLE OFFER TO DEDIC AT£ TO TH£ Cl TY OF CARLSBAD FOR DRAINAGE PURPOSES PER FINAL MAP C. r /J-03-2. STORM WATER FACIL/l/£S SHALL 8£ MAINTAINED BY HOA IN ACCORDANCE /'t/TH CC&R'S @ RETAINING WALL NOT PART OF THIS PLAN AND ARE TO BE APPROVEO BY TH£ CITY PER PRECISE GRADING PLANS [I]-D£NOT£S EASEMENT, SEF EASEMENT TABLE ON SHEET J l-----+--+-----------+--+------+----+---------1 ~ CITY OF CARLSBAD I SH~E~S1 ~LJL_j=·=~===EN::::G::::IN:::E::E:::R::::IN::::G::::::D::EP::::A:::R::::T:::M::E:::::NT:::::::=:::::..'.::::::..:,n::::;~ GRADING PLAN FOR: 7 7 'µJ,,.<J-:;,-:·.::~:.:..· +1,,16:.a:R."''Ei""PL='-A'.c'.C.~'E,.='.SH,!.!!'E,:=E~T,:::S"~GM'..'.='Ei=:'.lJ~8:'L=,:'25~14~-----l---1---lJ.=:I 2./ 2.'/ I J<C... UPDATE LOT AREAS,· REVISE NOTES,· REVISE STREET GRADES & DRIVEWA Y.5' 6/25/15 5 REMOVE CLOUD FROM ESPIE PROPERTY 2/20/15 REMOVE CLOl7 FROM URIBE PROPERTY DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION C: \Users\Jt160llS\oppdoto\!ot.ol\t11mp \AcPubHsh_ 4640\100lbg09-26.0W(; O<:t V, 2016 8: 22qm DATE INITIAL OTI-IER APPROVAL 1/24/15 3/25/15 DATE INITIAL Cl TY APPROVAL RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, 13, & 2J(A, 8, C) APPROVED BY: JASON S. C::El DERT b1;r ~7 ____ ____k,(.,,.,.='.!L_.:__ _____ j_ "1.;'l.aft__ RCE 63912 EXP. 09 30 18 D TE CITY ENGINEER OWN BY: CHKD BY: C..S"P RVWD BY: _/,,.C -· · . PROJECT NO. C.T 13-03 DRAWING NO. 480-JA Xrefs; 100780; 1007ATP01; 1007anop; 1007i'tMAP; 1007AUTl7: 0114T-PAl4; 1007BGLY; 1007C~ite; I0078MAP; 1007bgrrJ; 1007BUTL; 1007BSI~ I007\\Vll; 1007W0RD; 1007wstr; ,007bS1~> 11 ' 0 • ' i .01'1917. □ Il ~ 2 G) 2 C _s: tO m Il t:l I 2 G) 2 C _s: tO m Il ,--------------------------------------------------------------------------------------....;; ___________________ .,,,., ... ---------- \ \ \ \ \ \ \ ' 4T/ON / I , ; ; !99J . x LoTJi 200.2 . CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ NOT£!/ ELECTRONIC DATA FILES ARE FOR REFERENCE ONL Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. •2016 O'Day Consultants, Inc. ' ; Neill,, , X ,2()(), ,9 / , Cf,._ . ' ,,, LOT 35 \ I \ X _2(i}Q r'. ' 2710 Loker A~enue West Suite 100 Corlsbad, Ca!lfomia 92010 760-931-7700 Fox: 760-931-8660 00oyConsulton ts.com 02J X X 20J.2 Civ!I Engineering Planning Processing Surveying / X 20J:.2,' LOT 38 LOT 39 X 205.8 Shed DESIGNED BY: Jf, AM, BF, HL DATE: JULY 2014 DRAWN BY; J,S. SCALE: 1" = 40' PROJECT MGR,; G.0, JOB NO.: 10-1307 ENGINEER OF WORK: , LOT 40 _L.,h=,"· Si..&--d~ GEORGE ' AY DATE://///,½ RCE:73f014 2{.JJ. ,¢ : X LOT 41 < \ -~--,. ·X ___ ,,, 20J4 •. Pool "AS-BUILT" --1.ljz.t./1=1/ - DATE /0-jS-/f_ DATE 200! 201.0 . BENCHMARK: DESCRIPTION: LOCATION: 2.5' DISC STAMPED "cLSB-105, LS 6215" IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO 17271 (PT. NO. 105} ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & GS. NGVD 1929 • 6 '25 15 6 '25 15 DATE INITIAL ENGINEER OF WORK 6 REPLACE SHEET SIGNED 8 '25 14 REVISE LOT NUMBERS & AREAS, PAO AREAS & ELEVs, STREET GRADES, GRADING, ANO NOTES 5 REMOVE CLOUD FROM PORTER PROPERTY 4 REMOVE ARMY CORPS RESTRICTION REVISION DESCRIPTION C: \U,ers\Jo$Q115\oppdalo\locol\temp\AcPublish_4640\1007b909-26.0WG Or;t 27, 2016 8; 2~arn DATE INITIAL OTHER APPROVAL 7 '24 15 7 '24 15 DATE INITIAL CITY APPROVAL LOT BMP REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION \ TYPE REQUIRED* REATMENT AR o· 10· 40' 20 PROVIDED EATMENT AREA 80' SCALE: 1" = 40' GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, /J, & 2J(A, 8, C} ,. "AJJ J_ fj_ 2b i:L APPROVED BY: " " • JASON SA;DERT CITY ENGINEER / RCE 63912 EXP. 09 30 18 D T DWN BY: __ CHKD BY: C~P- RVWD BY: i<C- PROJECT NO. C.T. JJ-03 DRAWING NO. 480-JA Xrefa; 1007EIG; 1007ATP01; 1007qn<Jp; 1007'/IMAP; 1007AVTL7; 01141-PA\4; 10076GLY; l007C5it8; 10076MAP: 1007bgnl; 1007EJVTl; HJ078S!R; 1007\'NIL: 1007WGRD: 1001w6lr; 100'/bSTRJ _[ , , ' ' ; □ ll § 2 Gl 2 C s: OJ m :0 □ i 2 Gl 2 C s: OJ m :0' □ ll ~ 2 Gl 2 C s: OJ m ll 011917 0 .i:a,. -00 '8.C? .J w ...J )> I I CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. •2016 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Carl~bod, California 92010 760-931-7700 Fox: 760-931-8680 ODo,<;onsul ton ts.com Civil Engineering Planning Processing Surveying ) DESIGNED BY: Jf AM BF Hl DATE: JULY 2014 DRAWN BY: J.5. SCALE: 1" ; 40' PROJECT MGR.: G.0. JOB NO,: 10-1307 SEE SHEET 15 "AS-BUILT" ~-f_f},'/2.,, 1L/a:/,_~II~ GEORGE OD~~ -;;,<-' Y'- f------------------1 P.E. 32014 EXP. lejiLft'-' DATE R,;~ DATE:~~"-. ,,_ __ _ RCE: 32014 INSPECTOR ENGINEER OF WORK: A,,,,_ Cf)' GEORGE AY DATE BENCHMARK: DESCRIPTION: 2.5" 0/SC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BR/OGE OVER AGUA HEOIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S NO. 17271 (PT. NO. 105) ELEVATION: 45410 M.Sl. DATUM: U.SC. & G.S NGVO 1929 SEE SHEET 9 / o· 10· 40' 20 80' SCALE: 1" ; 40' STORM DRAIN NOTE: SEE SHEET 2 OF IMPROVEMENT PLAN owe 480-J FOR KEY MAP SHOl'IING REFERENCE TO STORM DRAIN PLANS, UNLESS OTHERWISE NOTED. NOTES· @GENERAL UTILITY & ACCESS EASEMENT PER FINAL MAP C. T. I J-OJ-2 @ RETAINING WALLS NOT PART OF THIS PLAN ANO ARE TO BE APPROVEO BY THE CITY PER PRECISE GRAOING PLANS [II-DENOTES EASEMENT, SEE EASEMENT TABLE ON SHEET J l---+--+-------------+---+----1-----l-----l uTI c11X1N£!G ~E¾A~~~AD REVISE STREET CRAOES, MOVE OWYs, FHs, &-ST. LICHTS, REVISE NOTES DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C::\U~er!\JosonS\oppdolo\l=l\lemp\AcPubli~_4640\10D7bg09-26.DWC: Oct 27, 2016 8:23orn CRAO!NC PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, IJ, & 2J(A, 8, C) 77 APPROVED BY: JASON s.A~ZDERT ___ _i._;&!,....f1'.'.':'.1:-_ ____ j_ 1 ZbL7._ CITY ENGINEER DWN BY:~~~ CHKD BY: kSf' RVWD BY: gc:;;- RCE63912 EXP.09 30 18 DTE PROJECT NO. DRAWING NO. C.T. 13-0J 480-JA Xrefa: 10076G; 1007AW01; 1007omQp; 1007WMAP: 1007AUTL7; 0114T-PA14: 10078GLY; 1007Cs1te; 10078MAP; 1007bqrd; 1007BUTL; 1007BSTR; 1007WUTL; 1007WGRD; 1007wstr: 1007bS1RJ ' ) ' ) CJ I 2 Ci) 2 C :s: OJ m :D CJ :c ~ 2 G'l 2 C :s: ca m :c CJ :c ~ 2 Ci) 2 C :s: OJ m :D )/ /\.. . //,/" \0 '~ 1Y {I ./'. CAUTION II CONTRACTOR ro 1/EHIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. •2016 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 F<Jx: 760-931-8680 00oyConsultants.com SEE SHEET 9 Civil Engineering Planning Processing Surveying DESIGNED BY; JT, AM, BF, HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1" = 40' PROJECT MGR.: G.0. JOB NO.: 10-1307 ENGINEER OF WORK: SEE SHEET 16 "AS-BUILT" BENCHMARK: OESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0.5. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.l. DATUM: U.S. C. &-C.S. NC.VD 1929 SEE SHEET 10 REQUIRED* PROVIDED LOT BMP DESCRIPTION TYPE TREATMENT AREA TREATMENT AREA 248 249 19 B/0FIETENlWN--BllGIN-~TG---J2-4{}/.f-!iF-#--{} 5,c ff flf- • PER Sl'tl,IP PREPARED BY CHANG CONSULTANTS pav1Sct> Ail<r. I, 2J/(, (3 Y 7'r?R-Y R. WA/./<:t,'i<. 148.7 o· 10· 40' ----20 80' SCALE: 1" = 40' STORM DRAIN NOTE: SEE SHEET 2 OF IMPROVEMENT PLAN owe 480-J FOR KEY MAP SHOWING REFERENCE TO STORM DRAIN PLANS, UNLESS OlHERYrlSE NOTED. NOTES· @SIGHT DISTANCE CORRIDOR PER LANDSCAPE MANUAL @GENERAL UTILITY &-ACCESS EASEMENT PER FINAL MAP CT. /J-03-2 © IRREVOCABLE OFFER TO OED/CA TE TO lHE CITY OF CARLSBAD FOR DRAINAGE PURPOSES PER FINAL MAP CT. /J-03-2 STORM WATER FACILITIES SHALL BE MAINTAINED BY HOA IN ACCORDANCE: 1'1/lH CC&-R'S @ RETAIN/NC WALLS NOT PART OF lH/S PLAN ANO ARE TO BE APPROVED BY lHE CITY PER PRECISE GRAD/NC PLANS [Il-DENOTES EASEMENT, SEE EASEMENT TABLE ON SHEET J ~ CITY OF CARLSBAD [SHEETS I \ l-----l---1-----------------+--+---t---t----J l11_j ENGINEERING DEPARTMENT 1 -01 1------+--+----------------t---t----ii----i----, REPLACE SHEET SIGNED 8 '25 14 REVISE NOTES. LOT LINES, AREAS, PAD Els, DR/I/EWA YS,· RAISE LOT 342 BY 2 FEET DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C;\U5era\JasonS\appdllt□\1o,.;ai\ternp\AcPub!ish_4640\1007bg09-26.0l'IG Oct 27, W16 6;2Jcm GRADING PLAN FOR: \" /±:, 7 7 RoaJ1t'of ~qNc~0fJf 1jLAGf. ____ .,· PLANNING AREAS /-//, /J, &-2J(A, 8. C) APPROVED BY: CITY ENGINEER DWN BY:~=~ CHKD BY: CSP RVWD BY: -KC PROJECT NO. C.T. 13-0J I DRAWING NO. . 480-JA Xrefs: 1007aG: 1007AT?D1: 1007~mo:ip; 1007YIMAP: 1007AUTL7; 0114T-PA14; 1007BGLY; 1007Cslte; 1007BMAP: 1007bgrd: 1007BUTL; 1007BSTR; 1007\'tl.JTL: 1007WGRD; 1007ws\r: 1007bSIBJ r I I I ,I I ' 1031317 01'1917 Cl ll ~· 2 Cl 2 C s: [lJ m ll I \ . \ \ --~ . ,~-) \ ' \ ' ' ' \ \ \ .. ' ' \ \ fJBSCIJPFD. CAUTION!! \ CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. •2016 O'Day Consultants, Inc. i ! I \ \ LUI :!tiU 8,480 SF 168.2 DESIGNED BY: JT AM BF HL DATE: JULY 2014 DRAWN BY: ~J.=S·~~ PROJECT MGR.: G.0. SCALE: 1" = 40' JOB NO.: I 0-1307 I c.--1"-SEE 1TQ8}{QflAlti · NOIE' lll!S SHEET . . j!5;~ -~,JI ,, SEE SHEET 17 "AS-BUILT" C O N S U L T A" N T S 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 00ayConsultonls.com G~ "f!b'IJ-()___~ -1e.fa')LL- 1-----------------1 P.E. 32014 EXP.~"',/4)/l.O DATE Civil Engineering Planning Processing Surveying ENGINEER OF WORK: , ~ /o--'6-ry DATE BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 {PT. NO. 105} ELEVATION: 45.410 M.S.L. DATUM: US.C. & C.S. NG'ID 1929 I ; 14"' i CONTROL BMP TABLE REQUIRED* PROVIDED LOT BMP DESCRIPTION lYPE REATMENT AREA TREATMENT AREA 328 24 B/€'i/H,~ =~= BGff-GF-@-4:f 180 sr @ flf 329 25 BlfJf/EfEN-FleN-1839 SF {;)-4:f +.960-SF-{;)-+J; 'PER SHMP PREPAREO BY CHANG CONSULTANTS, R£Y6ii'lJ Avt, 11 2.J/6 8Y Tozf /<.. W4£J::ea l:'#C,I# 9£/l.l #0 ---··· ,/-(, .. ~~ RETAINING -?.•,, ~----r-WALL 3-UPPER & 3-LOWER, PER PRECISE GRAOING/n\ PLANS \QJ PAO SECTION F-F NOT TO SCALE o· 10· 40' 20 so· SCALE: 1" = 40' ReviewedB~ Colleen Fino Date /:). -'it-/ h Land Management Representative Valid for 16 months from date of signatw-e STORM DRAIN NO TE: SEE SHEET 2 OF IMPROVEMENT PLAN OWG 480-3 FOR KEY MAP SHOMNG REFERENCE TO STORM ORAIN PLANS, UNLESS O THERM SE NO TEO. ~ CITY OF CARLSBAD !'SHEETS I < ~====;====:============================~=====~===~====~===~ l_12j ENGINEERING DEPARTMENT ; _.&t ) GRADING PLAN FRANCHO COSTERA ( & 7 7 , / DATE INITIAL ENGINEER OF WORK I 1 \R.E:.tl:,€ 1.oi.S 32 'i' 1329 "'REPLACE SHEET SIGNED 8/25/14 REVISE STREET GRADES, GRADING, LOT NUMBERS & Ali~AS, PAO ELEVs, NOTES MOVE FHs ANO Si. LIGHTS REVISION DESCRIPTION C:\U11eni\~sonS\oppdula\locul\temp\AcPubll~h_4540\1007bg09-26.DWG 0,;:t 27, 2016 <l:24om DATE INITIAL OTHER APPROVAL :i,713 / I 't 1.L...v ll/2tll~ ,./LL ' DATE INITIAi_ CITY APPROVAL ROBERTSON RANCH M:ST VILLA Cf----</ PLANNING AREAS 1-11, IJ, & 23(A, B, C} 'P .,,, /_ 'L i_ APPROVED BY: /I. J1z4 JASON S~GF.LDERT CITY ENGINEER / RCE 63912 EXP. 09/30118 Al~ DWN BY: --r-CHKD BY· C-'; RVWD BY: v PROJECT NO. C.T. 13-03 DRAWING NO. 480-3A Xrefe: 1007BG; 1007ATPU1: 1007<J1T1op; 1007Wt.!AP; 1007AUTL7; 0114T~PA14; 1007BGLY: 1007C5ila: 1()078MAP; 1007llgrd; 1UU7BUTL: 10078STR: 1007\'NTL; 1007'r'IGRD; 1007ws-lr, 10071:lSTRJ ' ' ' ' ' ' ' ! ; I ' ; ; ; ' . ; . ; , I ' ' ' 031317 1011917 CJ ll ~ 2 GJ 2 C s: to ~ CJ ll ~ 2 GJ 2 C s: co m ll Cl I 2 GJ 2 C: s: Cl] m :0 \ \ \ \ San Diego Gas & Company Electric ' /?.-'t-1(:, Reviewed By:___ _ .,,-::___1,-' ___ Date, __ _ Colleen Fino Land Management Representative Valid for 18 months from date of signature CATCH BASIN {PER DWG 480-3} TYPE '0-1' 70.93 TG 1.: ~ ~ ~ ,::: s:; "' ~ ~ s:; "' ~ ~ "' " .. J,._.,_-. ,~::;;.,..~ . ·-·~->,,<'.'In',,.-:,.· ' -,. -. 's;'--'""',J'~--c;:/•-_g~-)-q,_a_) . ' --. ' ,._ "' It; CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE II ~ :::1 i-- ELECTRONIC OATA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. •2016 O'Day Consultants, Inc. ~ "' ~ -- 5JJ 1.: ~ ,-: " 685 69.2 20' IYIOESTORM DRAIN EASEMENT PER FINAL MAP C. T IJ-OJ-2 X 54'!/ ~ ill N "' X ::'4.6 ', X 5J.J X 5J.0 1.: ~ ~ IS'. H ,-: "' " LIMIT OF ·, 100 YEAR---' . INUNDATION 1.: ~ 1.: 61 ~ <;:, -H H N "' "' "' ~ ill "' "- .... ···-, _,_.,. '..,,-; -... _. ,.,v -· -.. •·: '-·· ,, --;;,'l ~-K ,., ~. ~ ;,; ~ ~ s:; ~ "' ,-: "'> rs: ... i-i-i-i--------- ~ 1.: ~ 1.: c2 ~ ~ ;i; -::::: -si si H si "' "' "' " "-"' ' ;:-;;tr~ . .. , ·•' -, .. -· _/.J., . ,, 'o r ill ~ "i )g Qi i-i-~ -- SECTION M-M SCALE : I' = 20' 271D Loker Avenue West Suite 100 Corlsbad, Colifornio 92010 760-9.31-7700 Fax: 760-931-8680 ODayConsultants.com Civil Engineering Planning Processing Sur>'eying ~ -"' ,c "' ;·;,:• i!l "" -i-~ 707'7 ~ ~ ~ 1.: ~ 1.: ~ 1.: ~ 1.: 1.: ~ 1.: 1.: 1.: :si ~ :;i ~ ~ " ~ ~ ~ ~ "' ~ ~ ~ ~ s:; ,-: s:; ~ 9i !<, 9i 9i "' 9i "' "' "' "' !<, "' "' " " "' ,c "' "' "' si " " " "' " "' ' ' !fi ,,:, -~ ':' ~. <.'' I. ... ,. ~ "" '· -" "or"".----e: ~ .... ' ' . ' ' ' .~V>'~ ,, '",' ' --[;'; !') ~ iii ~ :§ l' 9i ., "' ;;i; " " "' "' '<5 i-i-" " i-i-~ ~ i-~ ~ ~ ~ -4" PERFORATED PIP£ SEE DETAIL A, SHEET 5 DESIGNED BY: JT, AM, BF, HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1" = 40' PROJECT MGR.: G.0. JOB NO.: 10-1307 '' • ~l ITT i "'+i~ ~ I DROP STRUCTURE ~ s::, SE£ DETAIL ~ i;i THIS SHEET / ·¥•. ,~.,, ,._ "' i:!; V) "AS-BUILT" CATCH BASIN (PER DWG 480-J} TYPE 'c-t' 10.19 TO ~ ~ 1.: 1.: " :si ;,J; ::: ... s:; s:; "' o; "' "' " <c ~~= ·-' ,--·' ,. ' -' ., . .-. ' ~ :;i ,-: c:; "' -i-<S -- ~~./'.Juu --11, h/. ,za.___ GEORGE o' y ----r-;-_ :r---r' f-------------------< P.E. 3201 EXP,_t!./11/'"' DATE ENGINEER OF WORK: h,.,.,_ I A d L:2...~ DATE:1~;¾ -GEORGE O'~ (7 RCE: 32014 REV~j;J?~Y: ✓ /µ4;:;.~,1'---_/ 0-·S-IC( INSPECTOR DATE ~ ~ ~ ~ 1.: ~ 1.: ~ 1.: ~ 1.: 1.: ~ 1.: 1.: 1.: ~ 12 i:<l ~ i>l ~ ill ::::: ~ ~ " ;:i; " ~ ~ si si ~ -H "' H "' H "' "' " N ,-: N ,::: H N "' N "-"' " "' "-s:; "' "' "' "' "' "' "' ~ -tllll-r,-.;: ,. '---,;-----.... ,.;... •.-' ~ -.,,_,,. ..... -~. ..... .,, -. , .. ,,.,.~. ~-' ' . ~ . ~ ~ ~ ~ :si ~ ill ill "' "j "' ~ "' si "' "' "5 <o <::; "i "' "' i-i-i-'.i' ... i-i-i---~ i------------- SECTION L-L SCALE: 1• = 20' BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BR/DC£ OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF £L CAMINO REAL RECORD FROM: R. 0.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 MS.L DATUM: USC & G.S NGVO 1929 "' ~ 1.: ~ 1.: ~ 1.: ~ 1.: ~ c2~ 1.: ~ 1.: ~ ~ Li:. 9;;:i~-~~ " ~ ~ ~ "' t>;, "'> "> ~ ~ ~ " "' "' I'< 9i 9i ~ ~~O}N •Nr---;£rjN~ !_:(j 95 ~ " ~ "' • "' "' ~~~r-..,:~"-:r-.,;~r-...: ., ,, "' .,.,, "'.I I . 141. ' ._ ,. hV<' ,.• -" ""· ~ -~. ~·. ,> .. ', , .. .,."~,• ,. ' iil <o ~ ~ . ~ ::::: I ~I~ ;,t; ~ ;,t; ~ ~ ., "' si N ,. "° '<5 ,-: c:; " ,,, "' i-i-i--" ~ ~ i-ct; i-i-"' ~ ~ ~ ~ ~ -4" PERFORATED PIPE - SE£ DETAIL A, SHEET 5 / / DROP STRUCTURE SEE 0£TAIL THIS SHEET MIRAFI 140N LOT BMP REQUIRED TREATMENT CONTROL BMP TABLE REQUIRED* PROVIDED DESCRIPTION TYPE TREATMENT AR TREATMENT AREA 344 W. 12 BIORETENTION BASIN TC-32 I 453 SF() 5% 1540 SF() 5% 344 E 13 BIORETENTION BASIN TC-32 I 360 SF() 4% 1445 SF() 4% • PER SUMP PREPARED BY CHANG CONSULTANTS,l?.t?VISfftJ ACIC,I, 20/6 GI 3 $/;v S/1$$7 77 B(ToR.r l?,W4i.Kffi2. £:l/C,IA!li£R/#C, / 7 0 >------;--+ -,,,..,._~-.,.,.,,,=--·"'""~ @SIGHT DISTANCE CORR/OCR PER LANDSCAPE MANUAL @ IRREVOCABLE OFFER TO OEOICA TE TO THE CITY OF CARLSBAD FOR ORA/NACE PURPOSES PER FINAL MAP C. T 13-03-2 STORM WATER FACILITIES SHALL 8£ MAINTAINED BY HOA IN ACCORDANCE WITH CC&R's @ RETAIN/NC WALLS NOT PART OF THIS PLAN ANO AR£ TO 8£ APPROVED BY THE CITY PER PRECISE CRAOINC PLANS [l]-0£NOTES £1/SEMENT, SE£ EASEMENT TABLE ON SHEET J " " r -r---+ :'~ '111. l---C... --+-".:.'.. " J; i ! 90 80 70 60 -~4+1¾--!-'-" 60 l--+-+-+-'{JE,-~-~.:;a:--ti :::~o.~~JL~tl/~ i i f.50( • f-2.50 --------I --- BOTTOM 1BOfTOM --. OP; BASIN OF '{JASIN ' . SECTION 0-0 SCALE: HORIZ N 1" = 40' 'IERTN 1· = 8' J:I SLOPE ' CONCRETE WALL (5o0-C-J250) SORSD C-9, TYPE 11' 50 .,.,·~--/ .,,,,.,- IMPERMEABLE LINER DROP STRUCTURE@ BIORETENTION AREA NOT TO SCALE ~ CITY OF CARISB I SHEET; I ( f-----if----t----------------i~--+----1----+----I Ll!J ENGINEERING DEPARTMENT .0f' f-----l---f-------------------1----1---f-----Jf----J REVISE' STRE'ET GRADE'S, LOT ARE'AS & PAD E'LE'Vs, REVISE' NOTE'S DATE INITIAL DATE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C:\Use~\JasooS\appd_oto\Joco!\t~mp\AcPubli~h-4640\1007bg09-26.DWG Oct 27, 2016 8:24om GRADING PLAN FOR: ( £ ROBE11fof1qNC~O~ff ~LACE,___,/ PLANNING AREAS 1-11, 13, & 23(A, 8, C) APPROVED BY: At!: JASON 'q'f;;RT .1,,,e · l r CITY ENGINEER DWN BY: __ _ CHKD BY: C5P RVWD BY: -~ RCE 63912 EXP. 09 30 18 'AT PROJECT NO. DRAWING NO. C.T. !J-OJ 480-JA Xrijfi;; 1007BG; Hl07A'JP01: 1007omop; 1007WMAP; 1007AUJL7; 0114'J-FA14; 1007BGLY; l007Csit6; 10078MAP: 1007bgrd; 10076UTL; \007BSTR; 1007\1/Ull: 1007WGRD; 1007\llstr; 1007l?SlRJ ' ' ' CJ D ~ 2 G'l 2 C s: [lJ m D CJ D ~- 2 G'l 2 C 031317 s: ClJ m D CJ D ~ 2 G'l 2 C s: c:o m D CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCA 71ON OF D<ISllNG UllLlllES IN THE FIELD PRIOR TO CONSTRUC71ONi NOTE!/ ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. •2015 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Carlsbad, Californ!o 92010 760-931-7700 Fax: 760-931-8680 OD a }'Con sultan ts, com Civil Engineering Plannlng Processing Sur,.,eylng DESIGNED BY: JI, AM, BF. HL DATE: JULY 2014 DRAWN BY; __,J,.,.,.S,,,_. __ PROJECT MGR.; G.0. SCALE: 1" -40" JOB NO.: 10-1307 SEE SHEET 19 0ICf111~_ "AS-BUILT" ~d,12~ 1---------------l P.E. 32014 EXP.~p~ DATE ENGINEER OF WORK: BENCHMARK: DESCRIPTION: LOCATION: 2.5" DISC STAMPED "CLSB-105, LS 5215" IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEO!ONOA CREEK. 120 FEET SOUTHWEST OF El CAMINO REAL RECORD FROM: R.O.S. NO. 11211 (PT. NO. 105) ELEVATION: 45. 410 M.S.l. DATUM: U.S.C. & G.S. NGW 1929 / ktvA re' ~~ 1 STQRM DRAIN 1 LIN/ t' .5££ Sj/T. 39 ,/ / / , . ; / / SIGHT OISTANC/7 COR, 1/00R _/JJO' Sl,T 0/STAN~{CORR. . .-. / ' -_/ REQUIRED TREATMENT I~ S:i ,i_.....\H __ , .::::. . ·. 10' t • I ;,-t ,ni-~-.-tt ~· i v,, 8' ' , ' 1-o ...... D' 10' 40' 20 RETAINING WALL 12-LO/tER & 12-UPPER, PER PRECISE GRADING PLANS@ ao· SCALE: 1" = 40' STORM DRAIN NOT£· SEE SHEET 2 OF IMPROVEMENT PLAN OWG 480-J FOR KEY MAP SHOWING REFERENCE TO STORM DRAIN PLANS, UNLESS OTHERWISE NOTED. NOTES· @ SIGHT 0/STANCE CORRIDOR PER LANDSCAPE MANUAL @GENERAL UTILITY & ACCESS EASEMENT PER RNAL MAP C. T. 13-03-2 © IRREVOCABLE OFFER TO 0£0/CA TE TO THE CITY OF CARLSBAD FOR ORA/NAG£ PURPOSES PER RNAL MAP C. T. IJ-OJ-2. STORM WATER FACILITIES SHALL 8£ MAINTAINED BY HOA IN ACCORDANCE WITH CC&R'S @ RETAINING WALLS NOT PART OF THIS PLAN ANO ARE TO 8£ APPROVED BY THE CITY PER PRECISE GRADING PLANS rn .. o£NOTES EASEMENT, SEE EASEMENT TABLE ON SHEET J I / .. ,--\ ~ CITY OF CARLSBAD I SHEE}S I ! ~=====~====:===============================~=====~====~=====:====: L.l1_J ENGINEERING DEPARTMENT ( ~ \ GRADING PLAN FOR: J±o. 7-/ . rj. 6 REPLACE SHEET SIGNED 8 '25 14 DATE INITIAL ENGINEER OF WORK REVISE STREET GRADES, GRADING, LOT NUMBERS & AREAS, PAD ELEVS. & NOTES. MOVE DRIVEWAYS, FHs, ST. LIGHTS, & INLET. RAISE LOT .J42 BY 2 FEET REVISION DESCRIPTION C: \Users\JcoonS\oppdQhi\ki!:tll\temp\A~PYbli3h_4640\1007by09-26.DWG Oct 27, 2016 8: 25um C DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL RANCHO COSTERA \ r · - ROBERTSON RANCH WEST VILLAGE'--·~/ PLANNING AREAS 1-11, 13, & 2J(A, 8, C} APPROVED BY: CITY ENGINEER / DWN BY: __ CHKD BY: c,sp RVWD BY: j<".C- JASON S~Gf.LDERT L 'I-I±_ RCE63912 EXP.09 30 18 AT~ PROJECT NO. DRAWING NO. CT. !J-OJ 480-JA Xrefs: 10078G; 1007A1P01; 1007om,:ip; 1007YIMAP: 1007AUTl7; 0114T-PA14; 1007BGLY: 1007Csite: 1007BMAP: 1007bgrd; 1□07BUTL: 1007BSTR; 1007WUTL; 1007WGRD; 1007w5tr; 1007bSTRJ '· - I ii ; I i' ' ' " ' C 3 D g l 1 ' [i j J " ' ' ' , J ' , □ ll ~ 2 Ii) 2 C s: co m ll ~ 01 □ ~ 2 G) 2 C s: co m ll 0 .s:a,.' -h 00 -...iol -..J I w. )>1 I i ! I I ! I I I I I I I ; · .. ,,,, -.,. ,;,, "\ .·· LOTJ,342. rv MULTIFAMILY . /4.44J AC ··, r; UNED SJftL W,ff r:: DETo/SHT. i5 PRIVA!f STORM DRAIN . llNf Z'' //' /SEE SJ1T. J9 1 • I / / . . S!CHT/O!STANC~ Ci/DOR/. I , . / i 330' S/G//1 D!STANC( CORR. / .,/' , 10· f?EOESTRIAN(dccEss EASEMEfJ:rj,r =:::::=ti-;/ .• · PER FINA MAP CJ IJ;:if:2-lrlf=' CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELO PRIOR TO CONSTRUCTION! NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL •2016 O'Day Consultants, Inc. '•. •. •, ·, ·, '· ·., CONSULTANTS 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODayConsultants.com Civil Engineering Planning Processing Surveying X 98.{j' 99.0 "•¾-...,~. • ---- ·. 'U')E{)£S[RIANACCtSS ,, ~.... c·~ ·< • E:c',SEl,IENTP[R.E/ffAt_MAP • ,✓•=· ·. . c,r, . .1J-0J~2 •·• .. ,,'f:"•--.,, ,,. --~~~~-,:•;. "-.. -.>o'"•. ·• • / ( ./ . . /--~ X. !JU8 /✓ .•• • ,. -. I .... \ -.. ~· ~"--. >,, ---/,-0, ' "•" \' I S££ SHEET 20 DESIGNED BY: JT, AM, BF, HL DATE: JULY 2014 "AS-BUILT" G~)r= {) ,'t:Jup _LL/cf../~ f-------------------1 P.E. 32014 EXP._llj3Ljz,o DATE DRAWN BY: J.S. SCALE: 1 • ; 40' PROJECT MGR.: G.0. JOB NO.: 10-1307 ENGINEER OF WORK: REVI A, INSPECTO _/o-K-tf DATE BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BR/OGE OVER AGUA HED!ONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) . ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & G.S. NGl/0 1929 .,.,... '·••........ ·. 'I ·----~,"', .. , ~ .. . ----------"'··-~. ; "">i i '. \ .9+!!1-99 lf5.J4 I Lof.j2: 6,126 SF 127-0 · o· 10' 40' \•, •, •. I '•3/, • 20 80' ' '>< >. ~ SCALE: 1" = 40' .\ >< K. . 'C l \s~---.;-::., ... ,_. -. -"' ... r:F:-tt .. • '> ; • ,,' " .,. .; ;' '. ;_ . ' " STORM DRAIN NOTE: SEE SHEET 2 OF !MPROvEM£NT PLAN OWG 480-3 FOR KEY MAP SHOWING REFERENCE TO STORM DRAIN PLANS, UNLESS OTHERWISE NOTED. NOTES: @SIGHT DISTANCE CORRIDOR PER LANDSCAPE MANUAL @GENERAL UTILITY & ACCESS EASEMENT PER RNAL MAP C. T. 13-03-2 @ IRREVOCABLE OFFER TO DEDICATE TO THE CITY OF CARLSBAD FOR DRAINAGE PURPOSES PER ~~/'~~~~£,. FINAL MAP C.T. 13-03-2. STORM WATER ., · RED rAC!l/1/ES SHALL BE MAINTAINED BY HOA IN 1\J·.. . . . . · ·• '"v"ACCOROANC£ WITtf.,CC&R·'s,,,.--../"--·~ , . t;. @-~t:5-NE>F-PA!,,F-BF-TH/5-Pl:AN-AM · ·7·. . . . ' ill .41?/i--:r{)..~/,/JR()',![;/)..lJ.~1Hi'-':/'l"I"-~~ . · .: r· -·"' 2,?CG/$£ CBJ,PIN(;.P~--,;;!'•---"--"._, ~ / IX @ ,qUAININC--HfAl,.,,C:f/{),[ fl.4/N {)F ·Tl#S 14 4 ,,. """,.,,,._ ( t.l;:,. ~'FD 1114 G{)NGll,i/G-l/GN-{;,'1,4NC£ 8 7 .• '"-,__ _ __.-.,-""'~.,,,"-_,.,..,,.,,.,, . ~ '--~.____./' < -~ --~-----\ []]-DENOTES EASEMENT, SEE EASEMENT TABLE ON SHEET 3 ~ CITY OF CARLSBAD F.!f:ETS I t----t-----+-------------------,t----+--~--+----, L_lQJ ENGl~IEERING DEPARTMENT / ..01 l-----+--------1-----------------+---+---+---+---I 1/3017 i<FV15ELor5 :Zf/9,ZS012S'/ i:#t"'-"0 .,.:.f.L. REPLACE SHEET SIGNED 8 '25 14 REMOVE SD EMT. REVISE STREET GRADES, SLOPES. RAISE LOT 342 BY 2 FEET REVIS£ NOTES 6/25 15 REMOVE ARMY CORPS RESTRICTION DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL C: \Users\JosonS\cppcJQto\locol\ternp \AcPubllalL4640\1007bg09-26.D\'IG Oct 27, 2016 6: 26am 1/24/15 DA TE INITIAL CITY APPROVAL GRADING PLAN FDR: RANCHO COSTERA ROBERTSON RANCH WEST Vi'LLAC, PLANNING. AREAS 1-11, /J, & 23(A, B, C} APPROVED BY: &, 77 _ DWN BY:--~ CHKD BY: ..c.z_e_ RVWD BY: kC PROJECT NO. DRAWING NO . · er 11-01 480-JA Xr>Jfs; 10076G; 1007A1P01; l007Qmop; 1007WMAP; 1007AUll7; 0114T-PAH; 1007BGLY; 1007C~ih; 1007BMAP: 1007bgn.l; 1007BUTL; 1007EISrR; 1007WUll; 1007WGRO; 1007wstr; 1007bSlRJ ' ' I ' i I I i t:l :JJ ~ 2 Cl 2 C s: DJ m lJ t:l jJ § 2 Cl 2 C s: to m lJ 0313/7 CJ jJ i 2 Cl 2 C: s: DJ m :JJ 011917 I 0, ~ :Ei 0, G) 0 .,:i.i ..., CX> I """'o: """' I w )> .. ·, \ :'-\' ~ -c:; ' ------,,.-~, \,~ ,· '--.._ f -I-.··. -/ _,r'H,½4A\4 / o:32 ,: __ 1' --.::! <$'.; ,/ r -.- , I , J/~ .. ·· /: ff(.';'3/opM/Ol?AIN . / , / -. NOTC TH($>al/££J:. CAUTION 1.1 CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION! NOTE II / I l I ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO B£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. e2016 O'Day Consultants, Inc, SEE SHEET 13 ,-------cc--------~--------~ --__ ,_ __ -- DESIGNED BY: JT. AM, BF, HL DATE: JULY 2014 DRAWN BY: J,S. SCALE: 1" = 40' PROJECT MGR,: G,0, JOB NO,: 10-1307 "AS-BUILT" -~"-(} 'O""t----1?./"'.µL-GEORGE O[IAY f . ,. ,. t"l. f---------------1 P.L 32014 EXP._ 17/.r~ DATE 2710 Loker Avenue Wesl Suite 100 Carl:;;bod, California 92010 760-931-7700 Fox: 760-931-8680 OOoyConsul\an b1.com Civil Engineering Planning Proo:;e6sing Surveying ENGINEER OF WORK: DATE: w//(. RCE: 32014 /o-6-ty DATE . '. 'I" .\lT· BENCHMARK: DESCRIPTION: LOCATION: 2.5" DISC STAMPED "CLSB-105, LS 6215" IN NORTHEAST CORNER OF CANNON RD, BR/DC£ OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO 17271 {PT. NO 105} ELEVATION: 45,410 MS.L DATUM: U.S C. & G.S. NGVD 1929 CURB_ O/Jfl.£T P. Dltrl 480-J. LOT NUMBERS & AREAS. DELETE STORM DRAIN EASEMENT 6 '25/15 4 REMOVE ARMY CORPS RESTRICTION ADD ANIMAL CROSSING REF SHEETS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION C:\U!IEll"11\JasonS\fJppdott1\Joco!\t11mp\Acf'ubli9h_4640\1007bg09-26.0WG Oct 27, 2016 8:26am 7 '24/15 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL San o· 10· 40' 20 80' SCALE: 1" = 40' PAD <-, RETAINING WALL 10, , _ _..., UPPER & LO/ltER, PER PRECISE GRADING PLANS ® CAGE OR SECTION H-H NOT TO SCALE MOD. TYPE-8 BROW DITCH SEE PEDESTRIAN TRAIL OETA!l SHEET 6 DETAIL NOT TO SCALE FLOW LINE 108.16 FC 'R' Diego Gas & Electric Company Reviewed By __ Colleen inc Land Management Representative Valid for 18 months from date of signature APPROVED BY: CITY ENGINEER DWN BY:-~- CHKD BY: c,;.E___ RVWD BY: KC-- JASON S, G'DERT -I. "I, Z,(]_/3:_ RCE 63912 EXP, 09 30 18 tl.;E PROJECT NO, DRAWING NO. C. T. 13-03 480-3A Xrefs: 10078G; 1007AlP01; 1007mnop; 1007WMAP; 1007AUTL7; 0114T-PA14; 1007BGL'f; 1007Csi\~; 1007EIMAP; 1007bgrd; 1007BLITL; 10078STR; 1007\'Nll: 1007WGRD; 1007wslr: 1007bSIRJ ,, ' ' ' CJ JJ i 2 Gl 2 C s: OJ m JJ C1 JJ ~ 2 Gl 2 C s: OJ m JJ C1 ll ~ 2 Gl 2 C s: OJ m ll 011917 ; TRAIL FENCE PER LANDSCAPE PLAN OMl 480-JL 15' _ ,.,,,,--- f f iiBILIZEO J TRAIL )K BROW DITCH If'. PROPOSED I FENCE PER )k LANDSCAPE -.J PLAN owe * 480-JL PAO RETAIN/NC WALL 24 UPPER, SEE SHEETS'7 · ROBERTSON o: \ RETAIN/NC WALL 24 LOWER, --L--~R,'.:'.Q~l40::___-.J-i:-ll,. ..,.....__ ® SHEET S:7 · IA \,_-( SECTION /-/ .. \ NOT TO SCALE • \ /, __ __/ ''s., _./ ,,_ CAUTION!! CONTRACTOR TO VERIFY THE EXACT L OCA 710N OF EXISllNC U llLI llES IN THE AELO PRIOR TO CONSTRUCllON! NOT£ II ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL e2016 O'Day Consultants, Inc. '"'-,. -------- Reviewed By:_ _ :,;.,___::-=-_ Date /;), f '8 f / fo Colleen Fino Land Management Representative Valid for 18 months from date of signature 2710 Loker Avenue West Suit1J 100 Corlsbod, Colifornio 92010 760-931-7700 Fax: 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying SEE SHEET 22 DESIGNED SY: JT, AM, BF, fll DATE: JULY 2014 "AS-BUILT" G~~Lk,, 1eµ,jL~ t------------------1 P.E. 32014 EXP,-LZ./.5.t)t-o DATE DRAWN BY: J.S, SCALE: 1" = 40' PROJECT MGR.: G,0, JOB NO.: 10-1307 ENGINEER OF WORK: ~ ~'J-----D--'.AT=E //,-:::~& RAl7!}~Y;,f✓f~-- GEORGE 'DAY 1/ RCE: 7;lTo14 INtf!f{~ ;t?-f;-tf ' DATE "· BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOIJTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DATUM: U.S.C. & C.S. NGVD 1929 12 'JI 14 REMO'IE TRAIL, STAIRS & EASEMENT, REDUCE BENCH TO 8' WIDE /~ 6 6 '25 15 4 REMO'IE ARMY CORPS RESTRICTION 1. '24 15 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C:\US111's\JosonS\oppdoto\!ocol\temp\AcPubll9h_4640\1007bg09-26.DWG Od 27, 2016 8:26am I APPROVED BY: , CITY ENGINEER OWN BY: CHi,D BY: C4 P IA o' 10' 40' 20 80' SCALE: 1" = 40' STORM DRAIN NOT£: SEE SHEET 2 OF IMPROW::MENT PLAN owe 480-J FOR KEY MAP SHOIHNC REFERENCE TO STORM DRAIN PLANS. IJNLESS OTHER/HS[ NO/ED. JASON S#ELDERT .1 'i-UJL'r- RCE 63912 EXP. 09 30 18 DATt PROJECT NO. DRAWING NO. RVWD BY:_~ C. T. !J-·03 480-JA Xr~fs: 10078G; 1007ATPOl; 1007ooiop: .10071™AP; 1007AUTL7; 0114T-PA14; 1007BGLY; 1007Cuita; 1007BMAP: 1007bgrd; 1VQ76Ull: 10078SrR; 10071/t\Jtl; I007WGRO; 1007wstr; 1007bSfRJ - --,-------- I I 1 I. ' ' □ JJ ~ 2 Ci) 2 C: s: OJ m JJ a ,i:i., C0 ...... 0 -.J I w )> f . . >it ·•,.· I l l' ·--.u 0c) ....... 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SCALE: 1" = 40" JOB ND.: 10-1307 "AS-BUILT" ~ d:tJ GEORGE O~~~~--- t-----------------i P.E. 32014 EXP. l~/.Jt/zo ENGINEER OF WORK: REVIE DATE ~LL....<~1----=DAT=E://l'l/,tL -~ ~~---!t>---t-lf SCALE · !' -20' I!: I!: C( fa: I!: ~ I!: C( I!: C( ~ i!: -~ C( C( I!: I!: -' C( ..; -. ,-._ ~-Ps 'C; ~ -N ~ "" ~ -~ ~ "' ..., ,.; ~ ... ::::-:• <,-, ~ ~ ' ' "' "' C( M DROP STRUCTURE SEE DETAIL . . ,,, " ~ "' lo ... " KC N i---~ ---. ~ ,.; ~--. -~ . ..,, ... .,_ ~ .. ~ "' ~ "" ~ 1\1"1 .,_ ~ ~ -- I>': I'), I": ~-~-r--:. I,; '<,\ ~ l,j <:, ~ <> ~ ~ <> ~-½ N"i L------:· ---.::. "' --~-.... ----'Q ~ ~ ~ ~ -. . ·, .. · . . •~,:,-'(. -. . . ,. ,, . "· ~-.... ., " ' ,. . _..,_,. . ·,. .. , . . '' ,.. . .. . :. ... .. SHEET 14 < "·. . .. _, .... o;,,· ••• ,' .. ~ } ~ ). "' "' ~ ~ ~ r;i ~ ) .,. ~ ~ .., IQ v:, ll:l "' % "" "I >I'· "' ~ ~ -" "' -Al) -"I .,_ .,:. 9 "'\ N. 'f "" " ~ !<l " ,::, ::i "" i-<6 " "' :S? -S! ::i <> ~ '-IS 9 ~ 9 V) ~ t,; --"i <> ,:, -. ._ "i S! --SECTION 0-0 SCALE: !" -20' ~. 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SHEETS DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 7/24/15 DATE INITIAL crn-APPROVAL GRADING PLAN FOR: Lf:. 7 7 RANCHO COSTERA , R08f:.7?TSON RANCH M:ST 1//LLAGE:_____,,-l....._./ PLANNING AREAS 1-11, 13, &-2J(A, 8, C) APPROVED BY: CITY ENGINEER DWN BY:--~ CHKD BY: (<,; P RVWD BY: jc:.C- PROJECT NO. DRAWING NO. c.r tJ-OJ 480-JA C: \U:iera\Ja:ionS\oppdoto\Jocol\lomp\AcPubll:ih_4640\1007b909-26.!JWG Oct 27, 2016 B: 2Bom . Xreh: 10078G; 1007ATP01: 1007Qmop; 1007\'l'MAP; 1007AU1L7; 0114T-PA14; t007BQY; 1007CsJle: 1007BMAP; 1007bgrd; 1007BUTL: 10078STR; 1007WUTL; 1007WGRD; 1D07wstr: 1007bSTR3 ' . I Cl ) ) ll I J ~ 1 ' 2 ' Gl j 2 . j C ' s:: ' ' ID ; m i ll ' ) ' ' ' • ' □ ) ) ll ) ) ~ l i ' •• 2 . Gl i 2 ' " C j ; s • ID ' m 1 ll " ' i > ,031317 1 0 .. -+, .i:::i,. 00 ..... 0 ..... I . (,,) )> \ CAUTION fl : i ! I I I I I I CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!.' ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. •2016 O'Doy Consultants, Inc. I I 2710 Loker Avenue West Suite 100 Corlsbod, Colifornio 92010 760-931-7700 Fox: 760-931-8680 OOayConsul ton ts.com Civil Engineering Planning Processing Surveying San Diego Gas & Electric Company Reviewed By:_ rt":::.::::C:::::::__ Date / ;?-/?-/ (o Colleen Fino Land Management Representative Valid for lB months !rom dale o! signature DESIGNED BY: JT AM BF HL DATE: JULY 2014 "AS-BUILT" ~r,L.. {__j ~ n,lu,/;t GEORGE o'oi:( I.--~f-'·'--- DRAWN BY: J.S. SCALE: 1" = 40' PROJECT MGR.: G.0. JOB NO.: 10-1307 t-----------------1 P.E. 32014 EXP. 1?/1Jpo DATE ENGINEER OF WORK: REV _/fJ---&;-1cz__ DATE I I I I BENCHMARK: DESCRIPTION: LOCATION: 2.5" 0/SC STAMPED "CLSB-105, LS 6215" IN NORTHEAST CORNER OF CANNON RO. BR/OGE OVER AGUA HEOIONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0.5. NO. 17271 (PT NO. 105) ELEVATION: 45.410 MS.L. DATUM: U.S.C, & G.S. NGWJ 1929 I I \ I 11µ/t"--!_:cJ,-c,J<.,_--f-'-'6~RE,='-cP.='tA-"C.ec'E__,,S.e!c'HE,==Ec,,T_,,Si"'YC,""'NE,c,:V'..c8='25,'Lc!c:_4 ----1-------1-------IW-'I 'l.:I2-c;,_f!.J'i'."'.<Pi--:t:::cC:::._i UPOA TE LOT AREAS, REVISE NOTES + + 6/25/15 4 REMOVE ARMY CORPS RESTRICTION 7/24/15 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C: \Ust1rs\JoS011S\oppd11ta\Jocol\1t1mp\AcPubHsh_ 4640\1007bg09-25.Dl'iG Oct 27, 2016 El: £6om \ + I o· 1 o· 40' 20 80' SCALE: 1" = 40' NOTES· @ IRREVOCABLE OFFER TO DEOICA TE TO THE Cl TY OF CARLSBAD FOR DRAINAGE PURPOSES PER RNAL MAP C. T. IJ-OJ-2 STORM WATER FACILITIES SHALL BE MAINTAINED BY HOA IN ACCORDANCE MTH CC&R's rn-OENOTES EASEMENT, SEE EASEMENT TABLE ON SHEET J ~ Lill CI'fY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLAN fOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS I-II, !J, & 2J(A, 8, C) 7 // 1.._, JASON S. t9ELDERT -----=~==e_:_:,:__ ______ t1J../2.Di:/- APPROVED BY: CITY ENGINEER RCE 63912 EXP. 09 30 18 DATr- OWN BY: ---PROJECT NO. DRAWING NO. ~t~8 ~~; ~ C. T. !3-03 480-3A Xreb: 10078G; 1007ATP01; 1007r;rm1p; 1007\IIMAP; 1007AUTL7; 0114T-PA14; 1007B0LY: 1007Cglte; 10078MAP; 1007bgrd; 10078UTL: 1007BSTR; 1G07W!Jll; 1007WGRO; 100711,tr: 1007bSTRJ , I ' • ' □ ll ~ 2 [j) 2 C s: m m ll 0 ll ·~ 2 [j) 2 C s: c:o m lJ C :E G) 0 .i:. ..... 00 X<? w _, )> .J I I /·1 ; v··· '486 /. X X 490 488 t-x I 41.7/ EXISTING GROUM~ VERDURA SEGMENTAL RETAINING WALL, SEE-,---___ _ SHEETS 33-38 ___ --------- PROPOSED GRADE MEET EXIST. 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SCALE: 1" = 40' JOB NO.: 10-1307 ENGINEER OF WORK: REVIEWED IN~J.O::;R ~~'__ __ _ ;o--g-1t; DATE I 1 I< X 488 X 484 X 48 X 477 4/.5 _x 49:? 8ridgE::·-~ X X 4/4 San Diego Gas & Electric Company Reviewed By: __ ~--=-~-%'...-',,...,..,__ Dale /;). /~ff (o Colleen Fino Land Management Representative Valid for 18 rnonths from date of signature BENCHMARK: DESCRIPTION: 25" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM R.O.S. NO. 11211 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & C.S. NGI/D 1929 EX. 16" FUEL EX. 8" SEWER PER DWG 222-4 12" PVC REC. WA !ER PER OWG 417-6 EX. 36" WA/ER PER CRMl'r(J§5-IOI X X .j{) l /1.C 482 X 5/ / o' 10' 40' 20 BO' SCALE: 1" = 40' STORM DRAIN NOT£: SEE SHEET 2 OF IMPROVEMENT PLAN DWG 480-3 FOR KEY MAP SHOii/NG REFERENCE TO STORM DRAIN PLANS, UNLESS OTHERWISE NOTED. X 490 X 50.J 509 X 48.J x 475 ····•···••···•.···· ...• •·••·•···~ NOTES: -·~-cc,~ ~ __ ?---/ ,/ ·' @SICHT DISTANCE CORRIDOR PER LANDSCAPE MANUAL © IRREVOCABLE OFFER TO DEDICATE TO THE CITY OF CARLSBAD FOR DRAINACE PURPOSES PER FINAL MAP C. T. 13-03-2, STORM WATER FACILITIES SHALL BE MAINTAINED BY HOA IN ACCORDANCE 111TH CC&:R's [1]-DENOTES EASEMENT, SEE EASEMENT TABLE ON SHEET 3 l-----l--t-----------l--+--1---1--------1 I S2HE2ET I CITY OF CARLSBAD ~ ;:=::::::::=::..=:==E::N:::G:::IN:::E::E::::R:::IN:::G:::::::DE::P:::A:::R:::TM::::::EN:::T:::==::::'_.::~::::::::::::::::::! 6 REPLACE SHEET SIGNED 8 '25 14 RE'I/SE STREET, LOT AREAS, NOTES 12/31/14 2 REMO'IE TRAIL EASEMENT, STAIRS, REDUCE 1/28/15 BENCH FROM 12 TO 8, LOWER RETAINING WALL BY 2' DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C: \Users\JasonS\oppdota\lt1cat\tsmp\AeP•,bllsh_ 4640\1007bg09-26.DWC O<:t 27, 2016 8: 2Bom GRADING PLAN FOR: 7 7 RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, 13, &: 23(A, 8, C) APPROVED BY: JASON s. l~~RT ____ __!:J;..,,,A'.M,;_ ______ L 'i Lt CITY ENGINEER OWN BY: CHKD BY: C:'$1" RVWD BY: ¥C-: RCE 63912 EXP. 09 30 18 DA E PROJECT NO. DRAWING NO. C. T. !J-OJ 480-JA Xr6fa: \007BC; 1007ATP0I: 1007amap; 1007YIMAP: 1007AUll7; 01HT-PA14; 10078GLY; 1007C~itij; \0078MAP; 1007bgrd; 10Cl7EIUTl; 1007i:JSTR; 10071'/UH.: 1007Wi,RD; 1007watr; 1007bSTRJ ' ' CJ :JJ ~ -2 Gl ' 2 C: s: co m :JJ I- L>-~ ,.- ~t,/ _.· --· __ ,, x 51. l 509 CAUTION !! X 522 CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO AR£ NOT TO BE USED FOR HORIZONTAL OR VERTTCAL SURVEY CONTROL. •2016 O'Day Consultants, Inc. DESIGNED BY: JT, AM, BF, HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1" = 40' PROJECT MGR.: G.0. JOB NO.: 10-1307 C O N S U L T A N T S "AS-BUILT" c~t!ofr= {J '£)~ 1-----------------l P.E. 32014 EXP.~~ RE4 F "!cBY'c'.:·~:__ __ _ INSPECTOR 2710 Loker Ave,nuei West Civil Engineering Suite 100 Planning Carlsbad, Colifomia 92010 Processing 760-931-7700 Surveying ..,{__,, / ;J Fo,c 760-931-8680 _ /.7,{ ,-, (_L~p /,¼'_ c___ __ o_o_,,c_,_"_'"_1t0_0_1'·_"_m ________ L_G"':E:':'O"'RG"':Ec_Ov_'':'fl' ___ _,(/_ RCE: 7J2014 ENGINEER OF WORK: BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215' LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OvER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: US.C. & G.S. NCVD 1929 BM!f-PA1 I 51sHT. 5 / ~ I ~<-~-;---.\ __ ,_~j~L. '-1----1-</ LINE 11 '\ . SEE SH .·)l Yl..9 : 9J.2 .x ... (J, (i--C ~ - o· 10· 40' 20 80' SCALE: 1" = 40' STORM DRAIN NOTE: SEE SHEET 2 OF IMPROvEMENT PLAN owe 480-3 FOR KEY MAP SHOWING REFERENCE TO STORM DRAIN PLANS, UNLESS OTHERWISE NO TEO. NOTES: @ SIGHT DISTANCE CORRIDOR PER LANDSCAPE MANUAL © IRREVOCABLE OFFER TO OED/CA TE TO THE Cl TY OF CARLSBAD FOR DRAINAGE PURPOSES PER FINAL MAP C. T. !J-03-2. STORM WA ltR FACILITIES SHALL BE MAINTAINED BY HOA IN ACCORDANCE WITH CC&R's [Il-OENOTES EASEMENT, SEE EASEMENT TABLE ON SHEET J 1------l--l--------------l----l----l-----l---~ I S2H3EET 1 · CITY OF C ARLSBA I SH~E_ZS I ~=='--'==:::::EN::::G:::IN::::E::E:::R::IN:::G:::::::D::EP:::A::::R:::TM=E::NT::::::~='...':::=..l:r=.I= , REVfs.i· L.o,s 1ss 1s7 z ,~ll'r 't.__,f'-':J-ccl..!'ccJ-'.'6=RE,"-P.:.'.tA:-...G'.=..'E...-:S,,_..HE,co"E._,_T-"'S,'.'."YG,_..'NE,ceV:..c8='25,,,__,_t4:,:____ ___ _j_ __ _J___~l2/1't-flp C, REVISE STREET GRADES, PAO ELEVs, REVISE LOTS 146. 156. 151 & J40. ADD SD £MTS, REVISE NOTES 12 'JI /4 REMO'IE TRAIL EASEMENT, STAIRS TO £CR, REDUCE BENCH FROM 12 TO 8, LOWER RETAINING WALL BY 2 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION C:\IJ5en1\JosonS\oppdoto\lo~ol\temp\AcP\Jblish_4640\1007bg09-Z6.DWG Oct 27, 2016 8:29001 DA TE INITIAL OlHER APPROVAL !/28/15 DATE INITIAL CITY APPROVAL &,17 GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST 1//LLACE\ ___/ PLANNING AREAS 1-11, !J, & 2J(A, B, C) '- // -Lu.A JASON S~G LDERT ::=-c-::-c.,.-,---:::::--r~-=-'---'-'Y/,1/=-=·~-=c=-c:-c-c=c-L f_ Z.P/r CITY ENGINEER RCE 63912 EXP. 09 30 18 A. E APPROVED BY: DWN BY: ~=~ PROJECT NO. DRAWING NO. CHKD BY: C-5f' Rvwo BY, -~ ~_c_. r._. _t_J_-_a_'J~~4_8_o_-_JA---" Xref~: l007BG; 1007ATP01; 1007<1mup; 1007WMAP; Hl07AUll7; 0114T-PA14; 1007BGL'r': 1007Csilt; 1007BMAP: \OO?bgr,;J; 1007BVTL; 1007BSTR; 1007\'Nll; 10071'/GRO; 1007115"\r; 1007bSTRJ I ' I I , ' ' , , 031317 0 JJ ~ 2 Gl 2 C: s: Ill m JJ □ I 2 Gl 2 C s: Ill m ll ! 0 :0 ~ 2 Gl 2 C s: Ill m ll Cl ~=E WG) 0 ~ .... (X) .....io ...... I w )> I ,-------- / CAUTION II 80.6 I \ \ I I 'l !! 'L ' PR!VA'r( STORM~~/, LIN£ Ii'\ SE£ SH \ X C/l / : !JOJ 9(}5 CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON/ NOTE II X ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. •2016 O'Day Consultants, Inc. 892 X 9/.J San 2710 Loker Aven1,1e West Suite 100 Carlsbad, California 92010 760-9:}1-7700 Fox: 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying ,,-, Ir. SEE SHEET 20 X S/58 X 95\J X 96: / X SJJ.J DESIGNED BY: Jf AM BF HL DATE: JULY 2014 DRAWN BY: --"'J . .,,,S.~_ PROJECT MGR.: G.0. SCALE: 1" = 40' JOB NO.: 10-1307 "AS-BUILT" ~G~'=-=oR~GE:=,:ocr-•rJ:~y~d"---"'.l"l_,_2"1-_H.%,),w.tl?_ 1------------------I P.E. 32014 EXP._il-).J'}/lO DATE ENGINEER OF WORK: DATE:///,,,¼:_ RCE:'32014 REv;;;;1f5---- INSPECT~7 12.--J-tf__ DATE :..........J BENCHMARK: DESCRIPTION: 2.5" 0/SC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGIJA HEDIONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: IJ.S.C. & G.S. NGVD 1929 cl!/Lj,,; ..., . ro. 15' REPLACE SHEET SIGNED 8/25//4 11. I 1.ll \1 .. . If REVISE NOTES&: STREET GRADES. REALIGN SEWER&: EMT, UPDATE LOT AREAS RAISE LOT 339 BY 3 FEET L DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C:\User5\.;,,i~o11S\~p<loto\locol\temp\AcPublish_4640\1007bg09-26.DWG Od 27, 2016 8:29am REQUIRED TREATMENT CONTROL BMP TABLE REQUIRED* PROVIDED LOT BMP DESCRIPTION lYPE TREATMENT ARE, TREATMENT AREA .J.]9 17 8/0RETENTION BASIN rc~.J2 1826 SF@ 5% 2.125 SF @5% I 524T I o· 10· 40' 20 SCALE: 1" = 40' STORM DRAIN NOT£· SE£ SHEET 2 OF IMPROVEMENT PLAN owe 480-J FOR KEY MAP SHOWING REFERENCE TO STORM ORAIN PLANS, IJNLESS OTHERWISE NOTEO. NOTES· @SIGHT 0/STANCE CORRIDOR PER LANDSCAPE MANUAL © IRREVOCABLE OFFER TO DEOICA T£ TO THE Cl TY OF CARlSBAO FOR ORA/NACE PIJRPOSES PER FINAL MAP C. T. IJ-0.J-2. STORM WATER FACILITIES SHALL BE MAINTAINEO BY HOA IN ACCORDANCE WITH CC&R's II]-OENOTES EASEMENT, SEE EASEMENT TABLE ON SHEET .J CITY OF CARLSBAD SHEETS M ENGINEERING DEPARTMENT ~-- GRADING PLAN FOR: 77 RANCHO COSTERA ROBERTSON RANCH r'IEST VILLAGE PLANNING AREAS 1-11, I.J, & 2.J(A, B, C) . APPROVED BY: / / ~. J 1 .., JASON Sfir./2,D~RT /Wt,/ 19 ()7: CITY ENGINEER ./ RCE 63912 EXP. 09/31)/18 D,TE ~ OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ..k-t'.e, RVWD BY: C. T. JJ-03 480-JA Xrtfs: 10078G; 1007A1PQ1; 10Q7omop; 1007'11MAP; 1007AUTl7; 0114T-PA14; 1007BGLY; 1007Csite; 1007BMAP; 1007bgrcl; ID07BUTL; 1007BSTR; I007\'NTL; 1007WGRO: 1007wstr; 1007bSTRJ I 0 !I i 2 [j) ' 2 C s: ta m JJ I , 0 ll i 2 [j) 2 C s: ta m ll 1 I , 0 , I 2 GI 2 C s: ta m ll . 011917 L ' I I I j \ \ \ \ ! / I I CAUTION II i i. CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOT£ II ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND AR£ NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL • 2014 O'Day Consultants, Inc. ' SEE SHEET 26 "AS-BUILT" <_ , A DESIGNED BY: JT, AM, BF, HL DATE: JULY 2014 / o~ ~ . DRAWN BY: J.S. SCALE: 1" ~ 40' /:U.,,,..,_ v _ f'_/ ,'f2"'1 11,/t{, //8 ~~~--PROJECT MGR,: G.O, JOB NO.: 10-1307 GEORGE o'op.~~ ,.:-~ ,--- c O N S U L T A N T S f-----------------1 P.E. 32014 EXP._tLJ,v,Lzo DATE 2710 Loker Avenue West Suite 100 Ccrls::iad, California 92010 760-931-7700 Fox: 760-931-8680 ODoyCon sultants.com Civil Engineering Planning Processing Surveying ENGii/EER OF WORK: DATE:$',µ lt.L fCE~014 INSPECTOR 11£8-tP DATE San Diego Gas & Electric Company Reviewed By: :.v .,_,e-,~ _) Da\e_~l{.,_lL Y· Co'. leen Fino Land Ma11agement Representative Valid for 13 months from date of sig111.1.tuJ'e BENCHMARK: DESC'<IPTION: LOCATION: 2.5" DISC STAMPED "CLSB-705, LS 6275" IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEDIONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROIA: R.0.5. NO 17271 (PT. NO 105) ELEVArlON: 45,410 M.S.L DATUM: U.S.C. & GS. NGVD 1929 ·-- '' /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G: \1O13O7\1OO7DgO9-2ii.DWG Au9 04, 2014 3; 15pm DATE i ; 59 4 . I INITIAL OTHER APPROVAL r ' I DATE INITIAL CITY APPROVAL I I l i ' I s25T I I 40' 20' 80' '.;CALE: 1 " ~ 40' NOTES· @SIGHT DISTANCE CORRIDOR PER LANDSCAPE MANUAL @ GENERAL Ulll!TY & ACCESS EASEMENT PER ANAL MAP C. T. /J-OJ-2 © IRREVOCABLE OFFER TO OED/CA 7£ TO TH£ CITY OF CARLSBAD FOR ORA/NAG£ PURPOSES PER ANAL MAP C. T. IJ-OJ-2. STORM WA T£R FA CIL/7/ES SHALL BE MAIN TA/NED 8 Y HOA IN ACCORDANCE WITH CC&R's @RETAINING WALLS AR£ NOT PART OF THIS PLAN UNl/L APPROVED BY THE CITY. SUBMIT AND RECEIVE APPROVAL OF CONSTRUCl/ON CHANGE CHANGE PRIOR TO WORK l1]-DENOT£S EASEMENT, SEE EASEMENT TABLE ON SHEET J CITY OF CARLSBAD SHEETS ,?4.f\ ENGINEERING DEPARTMENT GRADING PLAN FOR: 1:::~r. '7'',,,,, / RANCHO COSTERA &,. y(' ROBERTSON RANCH WEST V!LLAC£,_ _ _ PLANNING AREAS 1-11, 13, & 2J(A, 8, C) \ "/ 7 APPROVED BYU: '/ p 1,A,A JASON t,l};ftDE1RT ENGINEERING ,!t~R '.L ~c{ii5gi't EXP. 09/30/14 tATc 'a!_Lf~ OWN BY:~~ PROJECT NO. DRAWING NO. CHKD BY: I . R \/WD BY: .)1,(<.. c.r 13-03 480-JA Xr~fs: ''.107BG; IUU/ATPCJl: 1007amop; 10071'/~tAP: 1007,\UT'...7: 0114T-PA14: 1007BGLY; 1007Gsit,;;,; 1007BMAP; 1007bgr,J. t007BIJTL: 10073STR; 1007WUTL; i007WGRD: I007w~\r; 10071.>STRJ I I I.I ,--1! ,I (J'nf''I" '. -., 'I '/\ I }, •. ! I / / CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST!NG UTlL!TlES IN THE FIELD PRIOR TO CONSTRUCT!ON! NOTE II ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERT!CAL SURVEY CONTROL. 2016 O'Day Consultants, Inc. E)(fST./fROP. HMP HARDLINE CONSULTANTS 2710 Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fax: 760-931-8680 ODayConsultants.com Civil Engineering Planning Processing Surveying X 8: : / DESIGNED BY: JT, AM, Bf, HL DATE: JULY 2014 "AS-BUILT" DRAWN BY: J.S. SCALE: 1" -40' PROJECT MGR,: G,0, JOB NO.: 10-1307 ~ a_, GEORGEODr-:t:l~ f--------------------l P.E. 32014 EXP ,jL)n/-l..Q --1t,l tt.1/r8 DATE ENGINEER OF WORK: LOT 10 x: 84.8 LOT II LOT 12 LOT 4 CT 07-0J MAP NO. 15780 LOT 13 LOT 5 LOT 14 BENCHMARK: DESCRIPTION: LOCATION: 2.5" DISC STAMPED "CLSB-105, LS 6215" IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HED/ONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0.S NO, 17271 {PT. NO. 105) ELEVATION: 45.410 M.SL. DATUM: U.SC. & C.S. NGVD 1929 LOT 6 LOT 7 LOT 15 ' \ G\/ Cl/ CV GV LOT BMP REQUIRED TREATMENT CONTROL BMP TABLE REQUIRED* PROVIDED DESCRIPTION 1YPE REATMENT AREA TREATMENT AREA 24 29 BIORETENTION BASIN TC-32 1764 SF @ 5% ~ 197 SF @ 5% • PER SIWP PREPARED BY CHANC CONSULTANTS iv1 I '; /, ii i I o· 10· 40' 20' 80' SCALE: 1" -40' NOTES· @ RETAINING WALLS NOT PART OF THIS PLAN AND ARE TO BE APPRO'tED BY THE CITY PER PRECISE GRADING PLANS ® IRREVOCABLE orrER TO DEDICA Tr TO TIit: CITY OF CARLSBAD FOR DRAINAGE PURPOSES PER FINAL MAP C. T. 13-03-1, STORM WATER FACILITIES SHALL BE MAINTAINED BY HOA IN ACCORDANCE WITH CC&R'S [Il-OEN01ES EASE/JENT, SEE EASE/JENT TABLE ON, SHEET J ' ~ CITY OF CARLSBAD ~--~--+----------------t----t-----t----t------i L1QJ ENGINEERING DEPARTMENT !-----+--+---------------t-----t----t-----t---J GRADING PLAN FOR: 1s~s1 . LP. 6 REPLACE SHEET SIGNED 8 '25 !4 REVISE NOTES, LOT LINES & AREAS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RANCHO COSTERA ROBERTSON RANCH HEST VILLAGE PLANNING AREAS 1-11, /J, & 23(A, B, C) 77 APPROVED BY: CITY ENGINEER I JASON $,~~~T + RCE63912 EXP.09 30 18 D rE OWN BY:-~~ CHKD BY: C:'2 p RVWD BY: ~· @- PROJECT NO, C. T. JJ-03 DRAWING NO, 480-JA C:\Users\JasonS\!lppdoto\loc;ql\temp\AcPubUsh_4640\1007bg09-26.DWG Oct 27, 2016 8:29om " / Xr8fs; 1007BG; 1007A1P01; I007omop; 1007WMAP; 1007AUTL7; 0114T-PAl4-; 1007BGLY; 1007Csiie; 1007BMAP; 1007bgrd; I007BUTL; 1007BSTR; 1007YNTL; 10071'/GRD; 1007\fjslr; 1007bS1RJ ' ' ' ' ' 0·11917 0 :a ~ z G'J z C s: to m ::0 0 I z G'J z C s: to m JJ 0 ::0 l> ~ z G'J z C s: to m ::0 CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE RELD PRIOR TO CONSTRUCTION/ NOTE II ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. !• 2014 O'Day Consultants, Inc. 0-~~ DESIGNED BY: JT, AM, BF ,L DATE: JULY 2014 / V -----DRAWN BY: J.S. SCALE: 1" = 40' &.., C O N S U L T A N T S f-P_R_o_JE_c_T_M_G_R_., _G,_o. __ J_o_s_N_o_.,_10_-_13_0_7--1 GEORGEO!!AY 271 0 Loker A vem;e West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 OD a yConsu I tan ts. corn Civil Engineering Planning Procec.sing Surveying ENGINEER OF WORK: P.E. 32014 INSPECTOR "AS-BUILT" BENCHMARK: DESCRIPTIOM: 2.5" DISC STAMPED "CLSB-I05, LS 6215" LOCATIOfl: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0.5. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: IJ.S.C. &-C.S. NGVD 1929 y /1\ DATE INITIAL ENGINEER OF WORK REVISION G:\101307\10078G27-"32.dwg Jc1I 26, 2014 10:31om Xrefs: 1007BG; I007ATP01: i007bgrd DATE INITIAL DESCRIPTION OTHER APPROVAL ' I 27ET I CITY OF CARU3BAD SH~S . ENGINEERING DEPARTMENT r'.44-;-- RETAINING WALL PRORLES FOR: a.1 7 ,ij/'5" j RANCHO COSTERA ~ 77 ROBERTSON RANCH WEST Vi'LLAGE • PLANNING AREAS 7-11, 13, &-23(A, B, C) APPROVED BYD / d I JASON s. GEi DERT ~AL, I • nlfsj-iil}J_ ENGINEERING M, R RCi:'639 "2 EXP. 09/30/14 DATE ow,1 BY: PROJECT NO. DRAWl,:G NO. DATE INITIAL CHKO BY: it /;.;f' CITY APPROVAL RVWD BY: .\, "-· C. T. 13-03 480-3A CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. • 2014 O'Day Consultants, Inc. L I <_ DESIGNED BY: JT AM. BF, HL DATE: JULY 2014 __ "AS-BUILT" I ;-- / "r..,"" -·. il -DRAWN BY: J.S. SCALE: 1" = 40' _ ~ rll 1/) _ -<-VU.~ -11,/t,t=ll~S _ _________ ~--PROJECT MGR.: G.0. JOB NO.: 10-1307 GEORGE QC y ,,_.,,~, CONSULTANTS i ~~~~----------~~~~'---'-____ f--------------~ P.E. 3201 EXP._l~J-.rt)W DATE 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-93"'.-7700 Fax; 760-931-8680 OOa yC Qf\3Ll It on ts. CO.Tl Civll Engineering Plonnino Processing Surveying ENC!NEER OF WORK: hvi .1~{1:/Jw _ _____-:Dcc:AT=E,,f4/Y GEORGE {i'DAY ---17-RCE:, 32014 REVI_E'f'j}I B\ / ~ IN~r-•------DATE -11 - BENCHMARK: DESCRIPTION: 25" DISC STAMPED "CLSB-105. LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE 01/ER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF El CAMINO REAL RECORD FROM R.0.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.l. DATUM: U.S.C. & C.S. NGVD 1929 1 I 11 \ ~ CITY OF CARLSBAD SHEETS ~=====~====~================================~====~====~=====~==== Ll[_j ENGINEERING DEPARTMENT ('.'.if~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION C:\10i307\11J078G27-32.dwg Jul 26, 2014 10:3\orn Xr,;,fs: 10073G; 10G1ArP01; 100/bgrd DATE INITIAL DA TE INITIAL DTHER APPROVAL CITY APPROVAL RETAINING WALL PROFILES FOR: 1:. ~ ~ , RANCHO COSTERA -;7 ROBERTSON RANCH WEST V!LLACE PLANNING AREAS 1-11, 13, & 2J(A, B, C} -- APPROVED BY/ j ·11 1 , ,.n JASON s GELDERT · · I .I ,JVV ii /zs_7zoJ_t./____ ENGINEERlflG ~•AINAGER RCE63912 EXP.09/30/14 OATJ' DWN BY: CH KD BY: ~12-~-,-<~. RVWD BY: ..),~. PROJECT NO. C. T. !J-OJ DRAWl~IG NO. 480-JA CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCTION! NOT£!! ELECTRONIC DA IA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. • 2014 O'Day Consultants, Inc. I I • (. '/ L L ~> / I_ I /- J "AS-BUILT" -L_ :d DESIGNED BY: ,JT, AM BF HL DATE: JULY 2014 0/ 0r4~---DRAWN BY: _J~,S~, __ SCALE: 1" = 40' _ /2 . .,.,,,V= cl 1/)"-'t, _L?/z~~~te~- PROJECT MGR.: G.0. JOB NO.: 10-1307 GEORGEO'DM /.. C O N S U L T A N T S e-----------------l P.E. 32014 EXP,~1--"µt_/.r:-o DATE 2710 Loker Aw;;iriue West Suite I 00 Carlsbad, California 92010 760-93'1-7700 Fax: 760 931 8680 ODoyConsul tams.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: REVIEWED -~;l ' I tiff ~CJ_ -IN-S-PE----,CJOR ,---DATE - I BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEOIONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R. OS. NO. 17271 (PT. NO. 105) ELcVATION: 45.410 M.S.L. DATUM: U.S.C. &: G.S. NG.VO 1929 I J I ~ 11 \ ~ CITY OF CARLSBAD I st¥~ 1---.1-----l-----------------t----t-----t----t--, L1i_J ENGINEERING DEPARTMENT i,-:!--4'4' 1------+----+--------------t------t--------t--,-----------i /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G: \101307\1U0J8G27 32.dwg J,I :<'.6, :W14 HJ: 31om Xrefs: 10078G; 7007A1FQ1; 1007b~rd DATE INITIAL DA TE INITIAL 01HER APPROVAL CITY APPROVAL RETAINING WALL RANCHO: COSTERA ~. -e;;; ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-1!, 13, & 2J(A, 8, C) . APPROVED sy L, __ ENGINEERING flANAGER DW~I BY: __ _ CHKD BY: lZ, S:C RVWO BY: -i~.(<.. .I I j ' JASON S GF.LDERT ·' · A o'J7i_l l,LlLr,/_ RCF 63912 EXP 09/30/14 bATt. PROJECT NO. DRAWING ~10. C.T. !J-03 480-JA f7 I CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION.' NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. • 2014 O'Day Consultants, Inc. I J I ' ' L I I lo-_ /<-V-~---"AS-BUILT" DESIGNED BY: JT, AM. BF, HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1" -40' ~ PROJECT MGR.: G.0. JOB NO.: 10-1307 _L., ~ _il,,il,jLL_ GEO E O . C O N S U L T A N T S 1----------------1 P.E. 32014 EXP._ll.f/JL? DATE 2770 Loker Avenue Wee,t Civil Engir.eering ENGINEER OF WORK: Suite 100 Plonning REVIEWE y C/Jrlsbod, Colifornio 92010 Pro,;essi:19 /Ju~D B ; 1 /4 76D-931-7700 Surveying L ~ C/ '"' 760-931-8680 L~•~fj1/Ja,,J DATE: 8'/41.1/£' ll~--~10-SJl-1--- 0DoyCoc'"ltoob.com GEORGE ((/DAY I RCE: 732014 INSPECT r DATE -I / j - BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OW:R AGUA HEO/ONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DATUM: U.S.C. •& G.S. NGVO 1929 /-L 11 '---i_ ' ~ CITY OF CARLSBAD I S;RTS l----i-----+----------------l-------1---+----+-----1 ~ ENGINEERING DEPARTMENT I )-"!--4-' 1---+----+----------------!-----l---+-----I----I RETAINING WALL RANCHO' COSTERA (£, ~ ROBERTSON RANCH WEST VILLAGE ' PLANNINC AREAS 1-11, IJ, & 2J(A, B, C) :CA=P=P=R=ov=E=D=B=Yr,/ Q ,/l:Y1.A} JASON s/ GF_LDErT 1----+--+--------------+-----+-----+--e---------1 -----'-::J=<!i!LL!.h ~,t.,'L __ ~B;zifzoli;__ 1---+----+~---------------+-----l---+----+----I EflGlflEERlflG fAdiAGER RCE63912 EXP.09/30/14 JAlf 11\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\101307\1C07BG27-32.~wg ,Jul 26, 2014 10:31om Xref~: 1007BG; 1007ATPOI: 1007bgrd DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL g~~DB~~ /i:.5:( I PROJECT No. I o4R8Aw01~1G ;Ao. RVWD BY: . .ll~-. C. T. ! 3-03 . J/i \ \ CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL • 2014 O'Day Consultants, Inc. I "AS-BUILT" I'-,~ _A_,,.~ DESIGNED BY: JT. AM, BF, HL DATE: JULY 2014 O' uvv-z ,,-DRAWN BY: J.S. SCALE: 1" = 40' ~if.._ Cf :07 ___ PROJECT MGR.: G.0. JOB NO.: 10-1307 -GEORGE Q 01· C O N_ S U L T A N T S f--------------------1 P.E. 32014 EXP._/'76'~/20 2710 Loker Avenue We3t Suite 100 Carlsbad, Californlo 92010 760-931-7700 Fax: 760-9.31-8680 ODoyCcmsulton ts.cum Civil Engineering Planning Processing Surveying ENGINEEP. OF WORK: /~4L,--.(_2,/')a,,, DATE: ;!/4,2_/L GEORGEIO'DA':"Y ~..L."'r/"'f----"R::..:C:..=E'--': '32014 RE~D{ y~A -:V~ 'JA.&f.J--• - INsfr:'ttoR 'f ~'-<-)e<.J-tfi __ _ DATE /o-&-tO DATE I -11 ..__ j BENCHMARK: DESCRIPrlON 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEOIONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R. O.S. NO. 11271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DATUM: U.S.C. & C.S. NC.VD 1929 y I - ---J_ I J I j ~ I I rsF1 c11:y OF CARLSBAD s~Ts 1---+-----+----------------t-------1---1-----1-----1 L±l_j ENGINEERING DEPARTMENT [4'-4"\ l--+---f-------------+-----+---~-~------1 1.1.- DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G: \101307\1007BG27-32.dwg Jul 26, 2014 10: 32am Xrefa: 1007BG: 100.1A'lPCJ1; 1007bgrd ' ' DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL RETAINING WALL PROFILES FOR: t.:n. RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, 13, & 2J(A, 8, C) APPROVED BY~. T)' A /I , JASO~J!-GELDERT i::tAaui",_ • II/?( ,r J.< /c,i ZaLlf_ ENGINEERlflG Mt. JAGER ' RCE 63912 EXP. 09/30/14 DAi~ DWN BY:-~- CHKD BY: R-..S.S: R V WD B Y: ~ PROJECT NO. DRAWl~IG NO. C, T 13-03 480-3A L----------'~ , I CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELO PRIOR TO CONSTRUCT/ON/ NOTE II ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. • 2014 O'Day Consultants, Inc. I ( 't---1,, I 7 I "AS-BUILT" L I lj)/~ ~ DESIGNED BY: JT, AM, BF. HL DATE: JULY 2014 v· v~ DRAWN BY: J.S. SCALE: 1" = 40' /-'_t...,..1-L [} l)~-_f.1,'V/IB ~£---PROJECT MGR.: G.0. JOB NO.: 10-1307 GEORGE O'c~Y ~. C O N S U L T A N T S f-----------------1 P.E. 32014 EXP,___il,µf/_Y, DATE 2710 Loker Avenue West Suite 100 Carlsbad, Colifomic, 92010 760-931-7700 Fox: 760-931-8680 OD a yCon :;;ul ton ts. corn C:vil Eng1neerlng Planning Processing Si..rveying ENGINEEP OF WORK: DATE:wfy RCE: 32014 REA//k;.l!i. -~B·Y,..,A: 14.tl ___ _ ~r~~R 1 to--8£ DATE -11 BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE O~R AGUA HED!ONDA CREEK. 120 FEET SOUTHWEST OF El CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & G.S. NGVD 1929 . -I I I -I ' <------'· ···-------------+----1----1----1---l ~ cr1x1N£!:G ~E¾!:~~AD ' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G: \101307\1007BG27-:32.ciw'! Jul 26, 2014 10: 32orn Xrels· 1007BG; 1007A TP0l;. i007bgrd DATE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL RETAINING WALL PRORLES FOR: ~ !::, RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING' AREAS 1-11, /J, & 2.J(A, B, C) llMD!,, t , ,I 1/1, ,., 'Zi7ZL2.L,J APPROVED BY: // ,'/ () I J I JASON ,.S~ GELDERT E-N-G-lf-lE_ER_lf_lG-. -M-Ai'i=!.A""G"'.E'-'1,"'L'-R'cE 63912 EXP. 09/30/14 . AT{ '/--- OWN BY:~~~ CHKD BY: g_5.3" RVWD BY: -.It.I<. PROJECT ~10. C.T. 13-03 DRAWl~IG NO. 480-3A ' '·-:,f/'s PART 1: GENERAL 1.01 DESCRIPTION A. WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING A VERDURA SEGMENTAL RETAINING WALL SYSTEM IN ACCORDANCE WITH THESE SPECIFICATIONS ANO IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES, DESIGN AND DIMENSIONS SHOWN ON THESE PLANS. B. WORK INCLUDES PREPARING FOUNDA T/ON SOIL, FURNISHING AND INSTALLING LEVELING PAD (IF REQUIRED), PLANTABLE SOIL UNIT FILL, AND BACKFILL TO TH£ LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. C. WORK INCLUDES FURNISHING AND INSTALLING GEOSYNTHIT/C SOIL REINFORCEMENT OF THE TYPE, SIZE, LOCATION, STRENGTH AND LENGTHS DESIGNATED ON THESE PLANS. 0. WORK INCLUDES FURNISHING AND INSTALLING FOUNDATION DRAIN, SUBDRAIN ANO OTHER WALL-RELATED DRAINAGE SYSTEMS SHOWN AND SPECIFIED ON THESE PLANS. E. CALCULATIONS ADDRESSING INTERNAL AND EXTERNAL STABILITY OF WALLS IS PROVIDED IN REFERENCED DOCUMENTATION N0.4 AS NOTED IN TABLE 1. 1. 02 REFERENCE DOCUMENTS A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 1) ASTM C-1372-SPECIFICATION FOR SEGMENTAL RETAINING WALL UNITS 2) ASTM 0-3080-0/RECT SHEAR TEST OF SOILS UNDER CONSOLIDATED DRAINED CONDITIONS 3) ASTM 0-1557-LABORATORY COMPACTION CHARACTER/ST/CS OF SOIL MODIFIED PROCTOR 4) ASTM 0-4318-LIQUID LIMIT, PLASTIC. LIMIT AND PLASTICITY INDEX OF SOILS 5) ASTM 0-4595-TENS/LE PRIORITIES OF GEO TEXTILES -WIDE WIDTH STRIP 6) ASTM 0-5262-UNCONFINEO TENSION CREEP BEHAVIOR OF G[OSYNTHET!CS 7) ASTM 0-3034-POLYVINYL CHLORIDE PIP£ (PVC) 8) ASTM 0-4829-EXPANSION INDEX OF SOILS 9) ASTM C-140-STD. SPEC. FOR SAMPLING AND TESTING CONCRETE MASONRY UNITS 10) ASTM C-145-STO. SPEC. FOR SOLID LOAD BEARING CONCRETE MASONRY UNITS B. GEOSYNTHETJC RESEARCH INSTITUTE (GR/) 1) GRI-GG4-0ITERMINATION OF LONG TERM DESIGN STRENGTH OF GEOGR/0S 2) GRI-GT7-DITERMINATION OF LONG TERM DESIGN STRENGTH OF GEOTEXT/LES 3) GR/-GG5-0ETERMINATION OF GEOGRID (SOIL) PULLOUT C. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) 1) NCMA SRWU-1-TEST METHOD FOR DETERMINING CONNECTION STRENGTH OF SRW UNITS 2) NCMA SRWU-2-TEST METHOD FOR DETERMINING SHEAR STRENGTH OF SRW UNITS 3) "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS, 3RD EDITION," (2010) 1.03 SUBMITTALS/CERTIFICATION A. CONTRACTOR SHALL SUBMIT A MANUFACTURER'S CERTIFICATION PRIOR TO START OF WORK THAT THE RETAINING WALL SYSTEM COMPONENTS MEET TH£ REQUIREMENTS OF THESE SPECIFICATIONS ANO STRUCTURE DESIGN PLANS. B. CONTRACTOR SHALL SUBMIT A TEST REPORT DOCUMENT/NG STRENGTH OF SPECIFIC MODULAR CONCRETE UNIT ANO Gl:OSYNTHIT/C REINFORCEMENT CONNECTION TO VERDURA BLOCKS. TH£ MAXIMUM DESIGN TENSILE LOAD OF TH£ GEOSYNTHITIC-FAC/NG UNIT CONNECTION AT A MAXIMUM NOF/MAL FORCE AS IS APPROPRIATE FOR THE VERTICAL LOCATION OF REINFORCEMENT UNDER CONS/01:RATION. THE CONNECTION STRENGTH EVALUATION SHALL BE PERFORMED IN ACCORDANCE WITH NCMA TEST METHOD SRWU-1. C. G£0GRID SOIL REINFORCEMENT: GEOSYNTHETIC REINFORCEMENT SHALL BE OF THE TYPE SHOWN ON THESE DESIGN PLANS. TH£ CONTRACTOR, OR THE SUPPLIER AS HIS AGENT, SHALL FURNISH THE GEOTECHN/CAL ENGINEER OF RECORD WITH A CERTIFICATE OF COMPLIANCE CERTIFYING THAT THE GEOSYNTHETIC REJNFORCEMENT COMPLIES WITH THIS SECTION OF THE SPECIFICATIONS, THE DRAWINGS AND THE DESIGN CALCULATIONS. 1. 04 QUALITY ASSURANCE A. CONTRACTOR SHALL SUBMIT CERTIFICATION, PRIOR TO START OF WORK, THAT THE RETAINING WALL SYSTEM (MODULAR CONCRETE UNITS ANO SPECIFIC GEOSYNTHETIC): 1) HAS BEEN SUCCESSFULLY UTILIZED ON A MINIMUM OF FIVE (5) SIMILAR PROJECTS, I.E., HEIGHT, SOIL FILL TYPES, ERECTION TOLERANCES, ETC.; ANO ... 2) HAS BEEN SUCCESSFULLY INSTALLED ON A MINIMUM OF 1 MILLION SQUARE FEET (93,000 M~2) OF RETAINING WALLS. B. CONTRACTOR SHALL SUBMIT A UST OF FIVE (5) PREVIOUSLY CONSTRUCTED PROJECTS OF SIMILAR SIZE AND MAGNITUDE BY THE WALL INSTALLER WHERE THE SPECIFIC RETAINING WALL SYSTEM HAS BEEN CONSTRUCTED SUCCESSFULLY. CONTACT NAMES AND TELEPHONE NUMBERS SHALL BE LISTED FOR EACH PROJECT. C. CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE DESIGN ENGINEER HAS A MINIMUM OF FIVE YEARS OF OOCUMENTABLE EXPERIENCE IN THE DESIGN OF REINFORCED SOIL STRUCTURES. D. OWNER SHALL PROVIDE SOIL TESTING ANO QUALITY ASSURANCE DURING EARTHWORK AND WALL CONSTRUCTION OPERATION. OWNER'S QUALITY ASSURANCE PROGRAM DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR WALL PERFORMANCE. 1.05 DELIVERY, STORAGE AND HANDLING A. CONTRACTOR SHALL CHECK ALL MATERIALS UPON DELIVERY TO ASSURE THAT THE PROPER TYPE, GRADE, ANO CERTIFICATION HAVE BEEN RECEIVED. 8. CONTRACTOR SHALL PROTECT ALL MATERIALS FROM DAMAGE DUE TO JOBS/TE CONDITIONS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DAMAGED MATERIALS SHALL NOT BE INCORPORATED INTO THE WORK. PART 2: PRODUCTS 2.01 MODULAR CONCRETE RETAINING WALL UNITS A. MODULAR CONCRETE UNITS SHALL BE VERDURA, AS INDICATED IN TABLE 2. B. MODULAR CONCRETE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-1372 -STANDARD SPECIFICATIONS FOR SRW UNITS. C. MODULAR CONCRETE UNITS SHALL CONFORM TO THE FOLLOWING STRUCTURAL AND GEOMETRIC REQUIREMENTS MEASURED IN ACCORDANCE WITH SECTION 1.03 ANO OTHER APPROPRIATE REFERENCES: * COMPRESSIBLE STRENGTH = 4000 PSI (27,000 KPA) MINIMUM AT 28 DAYS; * MOISTURE ABSORPTION = 8% MAXIMUM FOR STANDARD WEIGHT AGGREGATES; * BATTER = AS INDICATED IN TABLE 2. * CIMENSJONAL TOLERANCES = ±1/8" (3MM) FROM l';IOM/NAL UNIT DIMENSIONS (NOT INCLUDING EXPOSED AGGREGATE FACE TEXTURE), ±1/8" (3 MM) UNIT HEIGHT -TOP AND BOTTOM PLANES. 2.02 GEOSYNTHIT/C-CONCRITE BLOCK CONNECTORS A. CONNECTORS SHALL BE 1 INCH (2.5 CM) DIAMETER OR GREATER SCHEDULE 80 PIPE OR EQUIVALENT AND MUST BE CAPABLE OF PROVIDING POSITIVE MECHANICAL INTERLOCK BETWEEN GEOSYNTHETIC SOIL REINFORCEMENT MATERIAL (GEOTEXTILE OR GEOGR/0) ANO BLOCK. B. CONNECTORS SHALL BE CAPABLE OF. HOLDING THE GEOSYNTHIT/C SOIL REINFORCEMENT IN THE PROPER DESIGN POSITION DURING GEOSYNTHITIC PRE -TENSIONING AND BACKFILL/NG PROCEDURES 2.03 UNIT FILL A. UNIT FILL SHALL CONSIST OF SOILS USED FOR WALL BACKFILL OR AS SPECIFIED BY THE PROJECT LANDSCAPE ARCHITECT. 2.04 SOIL FILL A. SELECT ENGINEERED FILL FOR THE REINFORCED/INFILL SOIL ANO RETAINED/BACKFILL SOIL. SOIL ZONES SHALL BE ON-SITE OR IMPORTED SOILS ACCEPTED BY. THE GEOTECHNICAL ENGINEER OF RECORD AND HAVING THE SOIL STRENGTH PROPERTIES AS NOTED IN TABLE 3 WHEN COMPACTED TO 90% RELATIVE COMPACTION PER ASTM 0-1557. B. ENGINEERED FILL _MATERIALS FOR THE UPPER ONE (1) FOOT IMMEDIATELY BEHIND THE TOPMOST BLOCK ANO ABOVE THE ZONE OF SELECTED SOIL MATERIALS AS SHOWN ON TH£ TYPICAL SECTION SHALL BE COMPROMISED OF MORE IMPERVIOUS (FINES>35%) ON-SITE SOILS. C. MATERIALS CAN 8£ SITE-EXCAVATED SOILS WHERE THE ABOVE REQUIREMENTS CAN BE MIT. UNSUITABLE SOILS (HIGH PLASTIC CLAYS OR ORGANIC SOILS) SHALL NOT BE USED. D. SOIL WITHIN 6 INCHES OF A GEOGRID LAYER SHALL NOT CONTAIN PARTICLES LARGER THAN 6 INCHES. E. GEOTECHNICAL-ENGINEER-OF-R[CORD SHALL PERFORM LABORATORY TESTS ON THE SOIL MATERIAL PROPOSED FOR USE TO ENSURE COMPLIANCE WITH REQUIREMENTS STATED IN SECTION 2.04, ITEM A AS OUTLINED ABOVE PRIOR TO THE PLACEMENT OF THE MATERIALS FOR THE SELECT BACKFILL/REINFORCED SOIL ZONE. 2. 05 DRAINAGE PIPE A. PROVIDE A PERFORATED AND SOLID PIPING SYSTEM CONSISTING OF 4-/NCH-0/AMITER SCHEDULE 40 PVC PIP£ AS SHOWN ON THESE PLANS. 2.06 FILTER FABRIC A. PROVIDE FILTER FABRIC CONSISTING. OF MIRAF/ 140N OR EQUIVALENT AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OF RECORD. PART 3: EXECUTION 3.01 SURFACE CONDITIONS A. PRIOR TO WORK, CAREFULLY INSPECT PREVIOUS GRADING WORK. VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. B. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, ALL PERTINENT CODES AND REGULATIONS. C. VERIFY WALL DRAINAGE SYSTEM IS COORDINATED WITH POINTS OF CONNECTION TO STORM DRAINAGE SYSTEM OR OTHER APPROVED OUTLET LOCATION. 0. IN THE EVENT OF DISCREPANCY, .IMMEDIATELY NOTIFY THE PROJECT CIVIL ENGINEER, GEORGE O'DAY, AT (760)931-7700. DO NOT PROCEED WITH INSTALLATION UNTIL ALL SUCH DISCREPANCIES HAVE BEEN RESOLVED. VERDURA® SEGMENTAL WALL PLANS 3. 02 LAYOUT • A. VERIFY ALL STAKING AND FIELD ENGINEERING REQUIRED TO IMPLEMENT TH[ WORK AS SHOWN ON THE DRAWINGS. B. PROTECT ALL STAKES ANO BENCHMARKS. REPLACE ALL STAKES ANO BENCHMARKS DAMAGED DURING THE COURSE OF CONSTRUCT/ON AT NO COST TO OWNER. C. SIT GRADE STAKES USING INSTRUMENT TECHNOLOGY, AT 50-FOOT GRID INTERVALS AT AREAS WHERE GRADIENTS ARE LESS THAN 2 PERCENT. SIT GRADE STAKES USING INSTRUMENT TECHNOLOGY, 25-FOOT-INTERVALS AT AREAS WHERE GRADES ARE GREATER THAN 2 PERCENT. 0. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS. CORRECT OVER-EXCAVATION WITH FILL MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER OF RECORD. E. REMOVE LARGE STONES OR OTHER HARD MATTER WHICH WOULD DAMAGE PIPES OR IMPEDE CONSISTENT BACKFILL/NG OR COMPACTION. F. PROVIDE ALL EQUIPMENT OF SUCH TYPE, FUNCTION, AND DESIGN AS REQUIRED TO ACHIEVE SPECIFIC VALUES. WHERE NECESSARY, PROVIDE RUBBER-TIRED AND VIBRATORY SHEEPSFOOT COMPACTION EQUIPMENT. 3.03 SUBSURFACE DRAINAGE SYSTEM INSTALLATION A. EXCAVATE TRENCHES FOR DRAINAGE PIPING SHOWN ON DRAWINGS. B. LAY FILTER FABRIC IN BOTTOM OF EXCAVATION PRIOR TO PLACING PERMEABLE FILL. PLACE MINIMUM 4-INCH-THICK BED OF DRAIN ROCK (3/4" CRUSHED AGGREGATE) OVER FABRIC. C. INSTALL AND JOIN PIPE AND PIPE FITTINGS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. INSTALL DRAINAGE PIPING WITH PERFORATIONS DOWN. JOIN PIPE ENOS AND CAP ANY FREE ENOS OF PERFORATED PIPE WITH SOLVENT CEMENT. 0. LAY PIPE TO SLOPE GRADIENTS OF THE WALL FOUNDATION, WITH MAXIMUM VARIATION FROM TRUE SLOPE OF 1/8 INCH IN 10 FEET. E. BACKFILL PIPE USING DRAIN ROCK (3/4" CRUSHED AGGREGATE). F. WRAP FILTER FABRIC AROUND AGGREGATE COVER ANO TUCK LOOSE EDGE BETWEEN AGGREGATE ANO SOIL. G. INSTALL TRENCH BACKFILL IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. DO NOT DISPLACE OR DAMAGE PIPE WHEN COMPACTING. H. EXTEND NON-PERFORATED DISCHARGE PIPES TO APPROVED OUTLET LOCATION AT LOCATIONS SHOWN ON DRAWINGS OR PER GEOTECH RECOMMENDATIONS. NON PERFORATED DISCHARGE PIPES SHALL SLOPE A MINIMUM OF 2%. PROVIDE TRENCHING, BEDDING, ANO BACKFILL AS REQUIRED. 3. 04 EXCAVATION A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCT/ON DRAWINGS. OWNER'S REPRESENTATIVE SHALL INSPECT THE EXCAVATION ANO APPROVE PRIOR TO PLACEMENT OF LEVELING MATERIAL OR FILL SOILS. PROOF ROLL FOUNDATION AREA AS DIRECTED BY THE GEOTECHNICAL ENGINEER OF RECORD TO DETERMINE IF REMEDIAL WORK IS REQUIRED. B. OVER-EXCAVATION ANO REPLACEMENT OF UNSUITABLE FOUNDATION SOILS WITH APPROVED COMPACTED FILL WILL BE COMPENSATED AS AGREED UPON WITH THE OWNER. 3.05 MODULAR UNIT INSTALLATION A. FIRST COURSE OF UNITS SHALL BE PLACED ON THE FOUNDATION SOILS OR LEVELING PAD, AS DIRECTED BY TH£ GEOTECHNICAL ENGINEER OF RECORD, AT THE APPROPRIATE LINES AND GRADES. MOLDED SURFACE OF MODULAR UNITS SHALL BE USED FOR ALIGNMENT. ALIGNMENT AND LEVEL SHALL BE CHECKED IN ALL DIRECTIONS ANO ENSURE THAT ALL UNITS ARE IN FULL CONTACT WITH THE BASE AND PROPERLY SEATED. B. UNITS SHALL BE PLACED ON THE FOUNDATION SOILS WITH A MAXIMUM DISTANCE OF 9 INCHES (23 CM) BETWEEN ADJACENT UNITS. THE SPACING BETWEEN UNITS INSTALLED IN CURVED REGIONS (CONCAVE OR CONVEX) MUST BE ADJUSTED ACCORDINGLY SUCH THAT THE RUNNING BONO LAYOUT IS MAINTAINED. VERTICALLY ADJACENT UNITS SHALL BE CENTERED ON UNITS ABOVE AND BELOW. ALL BLOCK LAYOUT AND PLACEMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. MODULAR UNITS MAY BE INSTALLED HORIZONTALLY WITH RESPECT TO THE PROFILE WALL ALIGNMENT OR MAY BE MADE TO FOLLOW THE BOTTOM OF WALL CONTOURS ("RUN WITH THE GRADE"). WHERE BOTTOM OF WALL CONTOURS ARE USED TO SIT THE FIRST ROW OF MODULAR BLOCKS, GRADES MAY NOT SLOPE MORE THAN 15% WITH RESPECT TO THE WALL PROFILE BASE. 0. PLACE ANO COMPACT REINFORCED AND RETAINED FILL BEHIND WALL UNITS. AFTER UNIT FILL (AS DEFINED IN 2.03)1S COMPACTED EXCESS UNIT FILL MUST BE SCREEDEO (ROD-BOARDED) OFF TO DEVELOP A FLAT BASE UPON WHICH SUBSEQUENT UNITS CAN BE POSITIONED. FOLLOW WALL ERECTION ANO UNIT FILL CLOSELY WITH REINFORCED FILL. E. MAXIMUM STACKED VERTICAL HEIGHT OF WALL UNITS PRIOR TO UNIT FILL AND REINFORCED/RITA/NED FILL PLACEMENT ANO COMPACTION SHALL NOT EXCEED ONE COURSE. 3.06 GEOSYNTHIT/C SOIL REINFORCEMENT INSTALLATION A. GEOSYNTHIT/C SOIL REINFORCEMENT SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. B. GEOSYNTHIT/C SOIL REINFORCEMENT SHALL BE PLACED AT THE STRENGTHS, LENGTHS, ANO ELEVATIONS SHOWN ON THESE DRAWINGS. WHERE GEOSYNTHETIC PLACEMENT ELEVATIONS VARY FROM FACING UNIT INCREMENTS, GEOSYNTHIT/C ELEVATIONS MAY BE ADJUSTED UP OR DOWN BY 4 INCHES MAXIMUM. C. THE GEOSYNTHIT/C SOIL REINFORCEMENT SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL ANO ATTACHED TO THE MODULAR WALL UNITS IN ACCORDANCE WITH THE DETAILS OF THESE PLANS AND SPECIFICATIONS. A TOLERANCE FROM FACE TO TAIL OF REINFORCEMENT OF 6" IN 10' IS ACCEPTABLE RELATIVE TO HORIZONTAL GEOSYNTHIT/C ORIENTATION. PLACE THE NEXT COURSE OF MODULAR CONCRETE UNITS OVER TH£ GEOSYNTHET/C SOIL REINFORCEMENT. THE GEOSYNTHITIC SOIL REINFORCEMENT SHALL BE LAID FLAT PRIOR TO BACKFILL PLACEMENT ON THE GEOSYNTHET/C SOIL REINFORCEMENT. 0. GEOSYNTHIT/C SOIL REINFORCEMENT SHALL BE CONTINUOUS THROUGHOUT THE LENGTH OF EMBEDMENT. SPLICED CONNECTIONS BETWEEN SHORTER PIECES OF GEOSYNTHIT/C SOIL REINFORCEMENT WILL NOT BE PERMITTED. 3.07 REINFORCED BACKFILL PLACEMENT A. REINFORCED BACKFJLL SHALL BE PLACED, SPREAD ANO COMPACTED IN SUCH A MANNER THAT MINIMIZES THE DEVELOPMENT OF SLACK IN THE GEOSYNTHET/C SOIL REINFORCEMENT AND INSTALLATION DAMAGE. B. REINFORCED SOIL BACKFiLL SHAU_ BE PLACED ANO COMPACTED IN LIFTS NOT TO EXCEED THE "RAIL HEIGHT" OF THE UNITS BEING PLACED. LIFT THICKNESSES SHAU_ BE DECREASED TO ACHIEVE THE REQUIRED DENSITY AS REQUIRED. C. REINFORCED BACKFJLL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION AS DETERMINED BY ASTM 0-1557. THE MOISTURE CONTENT OF THE BACKFJLL IMTER/AL PRIOR TQ AND DURING COMPACTION SHALL BE UNIFORMLY DISTRIBUTED THROUGHOUT EACH LAYER. 0. ONLY LIGHTWEIGHT HAND-OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 1 FOOT (0.3 METERS) FROM THE Bt\CK OF THE MODULAR CONCRETE UNIT. E. TRACKED CONSTRUCTION EQUIPMENT SHAU_ NOT BE OPERATED DIRECTLY UPON THE GEOSYNTHET/C SOIL REINFORCEMENT. A MINIMUM FJLL THICKNESS OF 6 INCHES (15 CM) IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHET/C SOIL REINFORCEMENT. TRACKED VEHICLE TURNING SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FJLL AND DAMAGING THE GEOSYNTHETIC SOIL REINFORCEMENT. F. RUBBER TIRED EQUIPMENT SHALL PASS OVER GEOSYNTHET/C SOIL REINFORCEMENT AT SLOW SPEEDS, LESS THAN 10 MPH (16 KPH). SUDDEN BRAKING ANO SHARP TURNING SHAU_ BE AVOIDED. G. AT THE END OF EACH DAY'S OPERATION, THE CONTRACTOR SHAU_ SLOPE THE LAST LIFT OF REINFORCED Bt\CKFJLL AWAY FROM THE WALL UNITS TO DIRECT RUNOFF AWAY FROM THE WALL FACE. THE CONTRACTOR SHALL NOT ALLOW SURFACE RUN-OFF FROM ADJACENT AREAS TO ENTER THE WALL CONSTRUCTION SITE. ' H. CARE SHOULD BE TAKEN DURING EXCAVATION FOR ANO CONSTRUCTION OF THE V-0/TCH ANO ALL OTHER SURFACE IMPROVEMENTS ADJACENT TO THE WALL STRUCTURE TO PREVENT DAMAGE TO THE UPPER GEOGRID LAYER. IF THE GEOGR/0 LAYERS ARE DAIMGEO, THEY NEED TO BE PROPERLY REPLACED. 3.08 EROSION CONTROL A. PROVIDE OUST AND EROSION CONTROL PROTECTION PLAN IN ACCORDANCE WITH CONTACT DOCUMENTS. 3.9 AS-BUILT CONSTRUCTION TOLERANCES A. VERr/CAL ALIGNMENT: ± 1.5 INCHES (37 MM) OVER ANY 10 FT (3 M) DISTANCE. B. WALL Bt\TTER: WITHIN 2 DEGREES OF DESIGN BATTER. C. HORIZONTAL ALIGNMENT: ±1.5 INCHES (37 MM) OVER ANY 10 FT (3 M) DISTANCE. 0. CORNERS, BENDS, CURVES: ± 1 FT (0.3 M) TO DESIGN LOCATIONS. E. MAXIMUM HORIZONTAL GAP BETWEEN ERECTED UNITS SHALL BE 9 INCHES (23 CM). 3. 10 FJELD QUALITY CONTROL A. THE OWNER SHAU_ ENG4GE /NSPEGnON AND TESTING SERVICES, INCLUDING INDEPENDENT LABORATORIES, TO PROVIDE QUALITY ASSURANCE AND TESTING SERVICES DURING CONSTRUCTION. THIS DOES NOT RELIEVE THE CONTRACTOR FROM SECURING THE NECESSARY CONSTRUCTION CONTROL TESTING DURING CONSTRUCT/ON. B. QUAL/FJED AND EXPERIENCED l'tCHNIC/ANS ANO ENGINEERS SHAU_ PERFORM TESTING AND INSPECTION SERVICES. C. AS A MINIMUM, QUALITY ASSURANCE TESTING SHOULD INCLUDE FOUNDATION SOIL INSPECTION, SOIL AND Bt\CKFILL TESTING, VERIFICATION OF DESIGN PARAMETERS, ANO OBSERVATION OF CONSTRUCT/ON FOR GENERAL COMPLIANCE WITH DESIGN DRAWINGS AND SPEC/FJCA TIONS. 0. FJELD INSPECTION ANO TESTING SHAU_ BE PERFORMED BY THE GEOTECHNICAL ENGINEER OF RECORD. ~f~~SOIL RETENTION 1v-(~ DESIGNS INC. 2501 ST.<T[ s-RE[T, CARLSBAD, CA 92008 800-346-7995 \. 3. 11 SPECIAL INSPECTIONS A. SPECIAL INSPECTIONS DURING INSTALLATION MUST BE PERFORMED IN ACCORDANCE WITH SECTION 1704 OF THE 2013 CBC. THE SPECIAL INSPECTOR MUST BE QUALIFIED BY THE BUILDING omcJAL IN ACCORDANCE WITH SECTION 1704 OF THE CBC. TH£ INSPECTOR'S RFSPONSIB/LITIES INCLUDE VERIFYING THE FOLLOWING AS DESCRIBED PREVIOUSLY: 1. FOUNDATION PREPARATION. 2. UNIT PLACEMENT, INCLUDING ALIGNMENT AND INCUN.\TION. 3. GEOSYNTHET/C REINFORCEMENT LENGTH, STRENGTH, AND PLACEMENT WITH RESPECT TO ELEVATION ANO ORIENTATION. 4. Bt\CKFJLL SOIL STRUCTURAL PROPERr/ES 5. Bt\CKFJLL PLACEMENT ANO COMPACTION TABIE 1 -REFERENCED DOCUMENTATION: 1. GRADING AND WALL PROFILES, ROBERTSON RANCH WEST VILLAGE RANCHO COSTERA, PREPARED BY O'OAY CONSULTANTS, INC. DATED 05/09/2014 2. "GEOTECHNICAL EVALUATION AND MASS GRADING RECOMMENDATIONS, ROBERTSON RANCH WEST, CARLSBAD TRACT NO. 13-03, CARLSBAD, CALIFORNIA", PREPARED BY LGC VALLEY, INC., DATED 04/24/2014. 3. "GEOTECHN/CAL REVIEW OF MECHANICALLY STABILIZED RETAINING WALLS, SOUTHWEST SIDE OF ROBERTSON RANCH ALONG EL CAMINO REAL STATION NO. 471+00 TO 482+00, CARLSBAD TRACT NO. 13-0, CARLSBAD, CALIFORNIA", PREPARED BY LGC VALLEY, INC., DATED 05/27/2014. 4. VERDURA 40 RETAINING WALL DESIGN, RANCHO COSTERA, PREPARED BY SOIL RETENTION DESIGNS, INC., DATED 08/06/2014. TABIE 2 -VERDURA BIDCK PROPERTIES UNIT TYPE, VERDURA V40 UNIT SIZE, RAIL HEIGHT, IN. (MM) 8(203) UNIT SIZE, CROWN HEIGHT, IN. (MM) 10. 75(273) UNIT SIZE, WIDTH, IN. (MM) 18(457) UNIT SIZE, DEPTH, IN. (MM) 12(305) WEIGHT, (TYPE), LBS. (KG) 82(37) BATTER = (DEGREES FROM VERTICAL) 14 TABIE 3 -SOIL STRENGTH REQUIREMENTS SHEAR STRENGTH MATERIAL FRICTION ANGLE, ~ COHESION, C . RE/NFORCED/INFJLL SOIL* 30 o' RETAINED/Bt\CKFJLL SOIL 30 O' FOUNDATION SOIL** 30 50 SEISMIC/TY (50%) 0.227g (psf) UNIT WEIGHT, 7 (pcf) 125 120 120 • REINFORCED/INFILL SOIL SHALL HAVE MAXIMUM FJNE SOIL FRACTION (% PASSING #200 SIEVE) OF LESS THAN 15%. THE MAXIMUM PLASTICITY INDEX (Pi) OF TH£ FJNE SOIL FRACTION SHALL BE LESS THAN 15. •• SEE SOILS REPORT FOR FOUNDATION SOIL PREPARATION. ' COHESION WITHIN THE RETAJNED ANO REJNFORCED SOIL ZONES ARE CONSERVATIVELY IGNORED FOR THE ANALYSIS OF THE VEROURA SEGMENTAL WALLS. TABIE 4 -GEOSYNIHETIC SOIL REINFORCEMENT PROPERTIES MIRAGRID OR APPROVED EQUIVALENT TEST 8XT 20XT METHOD UNIT TENSILE STRENGTH ASTM kN/m 90.9 181.2 (AT UL Tl/MT£) 06637 (lbs/ft) (6230) (12420) LONG TERM ALLOWABLE GR/ kN/m 45.0 87.0 DESIGN LOAD GC-4 (lbs/ft) (3089) (5968) NOT[: ACTUAL MIRAGRID STRENGTHS EXCEED DESIGN STRENGTHS LISTED ABOVE CITY OF OC~ANSIDE ! I , , f fjii,-' l P'f,flfCT ,,, · CITY OF VISTA 1 _ _./·1 "' 7 C',1,k, -1 . • "DECLARATION OF RESPONSIBLE CHARGE" \~~ 1\ '1~\0"! -•:' 'I' :,.,. -,_ ~l :,;,1 "'-', r ,,1.:0 i .,·Y':::'1---.:.:.'.':'. '>, ':JJ--,.l~-~,...--Ll_lj I HEREBY DECLARE THAT I AM THE ENGINEER IF WORK FOR THUS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TH£ PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ADDRESS: CITY, STATE: TELEPHONE: BY: R.C.E. NO.: REGISTRATION SOIL RETENTION DESIGNS INC. 2501 STATE STREIT CARLSBAD CA 92008 (760) 96" 6090 NIKLAS JA,N :!SON 67744 / EXP/RA If If DATE: 06/30/2015 , CE.'.a \ '. VICINITY MAP N.T.S. V REV!Ew~~/IBY, ... ~If ', 1/, , ·-INSPECTOR ," /o-8-19 DATE I/ 1----+------+------------+---+-----je----+---1j s3HE3E, I CITY OF CARLSBAD 5j'°'EJ~ ENGINEERING DEPARTMENT , 1-----+--+-----------------+---+-----+---+----1 ~G;R;AD~I;N~G~PL~A;N~FO~R;:,=========tc:.i'.-tlc.!?5"~.;'/~ RANCHO COSTERA 71 VERDURA SEGMENTAL WALL GENERAL NOTES APPROVED: ll . I !f,1L.L JASON S. ;GElf,ERT . . .. <-1al\..,✓ 1 u)e.~ rJJzs,2010/ i----i----t--x·----~------------+----+----+---+--_.~E~N~Gl=NE~E~R~IN=G=U=A~N~A=GE~R~R=C=E=6=3=9=12:::::=EX=P=.=0=9=/3=0='/=14:;;'D=1A=T=E1==~ /)\ re .. DWN BY: . CJ . 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THE GEOGR/0 IA YER LENGTH OF GEOGR/0 REINFORCING (FEET) GEOGRID TRANSlnON (LENGTH OR TYPE) APPROXIMATE SUBDRAIN OUTLET LOCATION OR AS DIRECTED BY GEOTECHNICAL ENGINEER. GEOGR/0 LENGTH MEASURED FROM BLOCK CONNECTION ~ L.EGBf) ~ VERDURA SEGMENTAL WALL SHOWN WITH BATTER UPPER GEOGRID /AYER LOCATION PC PT . BACKDRAIN & SUBDRAIN POINT OF CURVATURE POINT OF TANGENT INSPECTOR/ DATE DATE f--------j--+-----------·-·--_--+--'--+--+---+------II S3HE4E,T I CITY OF CARLSBAD Si~. 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' ' -1---t' --j- ' -+--i--+-+--+---+-t--+-- I I I ! _,--+---+-----,,-+-i-\ -+--II ___ : --I+--+~ "I --~:~ ~~-~0 ( C)__ I --·--~ f4::::_;¾~·+F=~-::--_ =1:{tt~a~=--t-_~•"',U:i :a~/'l-"I =t,t~~"'Jt·l-· __ -t----t-----,i -··· -- 1----j----j----j-----+-~-+--,-----j------j----- ' -- ------- ' I I ~-...;·---t:--:... __ i 0 I --i ""' "" "' V ' --1-, I ---+f------+' \ \ ---: -----t- "' i ' . ""' 2-' "" I I \ ' I ""' j---·-' I co --II'-"-+---+--+---+--+--+--+-+--+--1-~-1-------,-I ----· + :) ~ f'I') co _(__ 1--' -1-----1-~---1--+----t i _i..__ -f-i I --++--I r, I"\ I---I--I- - 1--+----1-I •-+--+-+--+---+-+--+' -+--+, -+---t--<I "" I -I--- ' 1-+---I --+ -- -- -- I I I __ -I . -f-----lf----+----l--+----1---7--· - f----- -- I l--+-----4---I ----1----+-II • I --+----+---+----t---+--+---+--+---+--+- ! +-' ' 1' --+' -i----+-+--+-+---+---+---+----11--+----l--+-~- I i i ' -- . . ---1- ! ---+--t--+---1 1 i-------1'<') I'-. -I -------+----+ CO., I"')"---+--+-+---t-c-+-t--+--l--+--11----+--- -! -----1--+--I--l--+------,1------j1--::--t-:::;':1'.ir-,-~·ao-~_I~ ----------= --f--I -+--+-+--+-_-_+1------ I 1--1--, -+-,i -f-------'----11 i -I-+ ,---r ! -1 --+--+-----+-' -t---·-+-----1----t----+---+' ---; r--t--+-t--- -+. -_ +i==:t=====L '-11~1:1¢,,ri:rt: ,. if,/'ilf::,oQ·EFi1 -=r-+--=t===t:::--+~ .I-__ ---1-+_-_· ··-+-·- 1 --11 V RDl!RA-WAU -----0 ----j-----j--' ~~-----j------,---~----t-----t-i --------i ---I I I-+--- I ---,--- --f--J-0■ -:-rr,' ! -J---J-• _ I --·-r ------~-I ! -1 --·;------! ---1 ---_J f------·,- ! I -----r--· i I --i l----+-+--+--f----11------j,----j----t-, ---t--+,--1- -=~!... !77. :-+--+, _--_·--.:=-----~+ ,: _-+--+---+~--+-+! ----:-:=i _=_ -_ t--+--_ --j---:1--: -_-__ ! ______ t. --~=~= --:- -+ . --I 11 I j I +---+---+-~~-~--+-~ l-+--+-+--'-___ +1-----+-_-_-+ -_ -__ ! ---lf----+----1--+, -+---+ I I I I 30+00 31+00 32+00 VERDURA SOUTH WALL LINE TABLE # BEARING/DELTA RADIUS LENGTf-1 NOTE VERDURA 33+00 SOUTH WALL S22"52'59"W 5.01' VE:RDURA SRW # BEARING/DEL TA RADIUS 2 80·22·20" 5.00' 7.01' " " 17 S84'32'11 "E: .3 S57"29'20"E: .37. 17' 18 01'15'58" 100.00' 4 05'07'56" 200.00' 17.91' " " 19 S8.3'16'1.3"E: 5 S62'37'16"E: 7.12' " " 20 01"30'57" 100.00' 6 01 '07'03" 200.00' 3.90' ,, " 21 S81"45'16"£ 7 S61'30'13"E: 29.56' 22 00'46'24" 500.00' 8 01'29'41" 100.00· 2.61' ,, " 23 S82'31 '40"£: 9 S61'35'52"E: 42.65' ,. " 24 06"01 '32" 100.00· 10 00'42'52" 200.00· 2.49' . ,, 25 S88"33'12"E: 11 S62"18'03"E: 86.48' " " 26 01'56'47" 100.00' 12 16'26'17" 10.00' 2.87' " " 27 N89'30'01 "E 13 S78'44'20"E: 109.84' 28 57'40'49" 1.73' 14 03'48'48" 100.00· 6.66' ,, " 29 N31" 49' 12 "E: 15 S82'33'08"E: 95. 15' ,, " 30 42"06'48" 1.48' 16 02·00'30" 100.00' 3.51' " " 31 N10'17'36"W LINE LENGTH 95.72' 2.21 • 97.85' 2.65' 102.89' 6.75' 34.59' 10.52' 38.58' 3.40' 117.96' 1.74' 0.86' 1.09' 7.54' 34+00 PROFILE= TABLE NOTE VE:RDURA SRW .. " .. " " ,, ,, " ,, " " " " " " " .. " " " ,. ,I I -- I I ---+,-1--(_----, __ -1 -,--+---+----____ , ~ ( -- ' 1-----.--f--I-+--+--------+---+-+- T LC I ; ==---~-··-•,· -----j--l-__,_ __ 1---t----t----'---t----t-- ---------i-- ' 35+00 36+00 37+00 38+00 39+00 40+00 41+00 PROFILE HORIZ 1 "=40' VERT 1 "=8' VERDURA SOUTH WALL PLAN= VERDURA SOUTH WALL SCALE:: 1 "=40' 40 0 20 40 BO I --~ I_I I ( IN FEET) 1 inch = 40 IL ~ ·i{i f_ESS'/:J~ ~,/ I i?< ;:x,. ~ ~/ ~/ -~/I\ SOIL RETENTION (''0 , 1 --;Z,'•,i\ -~~ ,:::! ~x" ( ::;:;5 )~! I/ \¥;.~ '¥! '---D E s I G N s I N C . ~l I i ! ~~"'"1// 2~01 ~TATE STREEI, CARLSB.A.lJ, CA. 92008 800-346-7995 --c,OF -f'c V PROFlE LE<BIJ DESIGN NO. X STRUCTURAL WALL DESIGN SECTION # Hror FG TW BW #XT (/) (SEE SHEErS 36 & 37 & DESIGN REPORT) OVERALL WALL HEIGHT FINISH GRADE: TOP OF MS[ WALL STRUCTURE BOTTOM OF MS[ WALL STRUCTURE DENOTES TYPE OF GEOGRID REINFORCING R[Q'D DENOTES TH[ NO OF BLOCKS BIT. THE: GEOGR/0 IA YER L EB LENGTH OF GEOGRID REINFORCING (FEIT) GE:OGRID TRANSITION (LENGTH OR TYPE) APPROXIMATE SUBDRAIN OUTLIT LOCATION OR AS DIRECTED BY GEOTECHNICAL ENGINffR. NOTE: GEOGRID LENGTH MEASURED FROM BLOCK CONNECTION PLAN L.ECEN) ~ V[RDURA SEGMENTAL WALL SHOWN WITH BATTER UPPER GE:OGRID /AYER LOCATION PC PT BACKDRAIN & SUBDRAIN POINT OF CUR\IA TURE POINT OF TANGENT 11 AS BUILT" ,1),-; ~ii//(,(/( RCE '7/ ,l,N/ {/ REVIE ED Y: / < INSPECTOR 'l ' , DATE DATE I t----~--++----_----t-·-=--=--=--=-=======--==--====:==~'=-===:==~'=-==: I S3HESET I CITY OF CARLSBAD Sy!:~~ ENGINEERING DEPARTMENT )_.44', f---+----+-----------------+---+-----11------+------< '---;~~~:;::~~~=========~t=~~h ------+---7------------------------+----+-----t-----+----< 'GRADING PLAN FOR '-"" .Ji?it,7 1--------ll----+-----------------------+----I --··-----·---+----f-------1 RANCHO COSTERA I { VERDURA S,EGMENTAL SOUTH WA.LL PLAN & PROFILE f---+----t--------------------+----+-----+----+-----t ~~~==cc====,,:'f===t-1=.i~;.=,c=~==""========c=~ _AP_P_R_o_v_E_o-=/..+-'i. ~=··~--"-c__1·-'-J-'--"--' ftJ,'--l,CL:,,l"" A, J,.,,CJ,,_ __ J_A_s_o_N_,,glfc:ET~~~ij ENGINEERINGJlANAGER RCE 63912 EXP. 09/30/14 DATE" /1\ INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHE,, APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT 13-03 I DRAWING NO. . 480-3A 09C2 '!If TERRACE DITCH PER SHEET 6 NOTE: ,,,:;,.,.._, '• '~i ~i,'t'"'·~ PEDESTRIAN GUARD RAIL SHEET 6 PER RAILING / FENCE CONTRACTOR SHALL NOT ? TRENCH EXCAVATE THROUGH UPPER GRID •· LA YER. FOOTINGS TO BE DRILL EXCAVATED. / T} )) ~,f";~S.'.:''". _ _,_ --~ ----~ -1':f' REINFORCED SOIL~\. --,,, ----M' y=125 pcf \ rf,=30" \ MIRAGRID axr L=29' "'' MIRAGRID axr L=29' BACKCUT AS OIRECTew7 •. BY GEOTECHNICAL ENGINEER BASED ON FIELD CONDITIONS. \----"' ----"" C=O psf ,\ '" MIRAGRID axr L=29' m "'' 8XT MIRAGR/0 axr L=29' exr "' '" MIRAGR/0 axr L=29' MC "" 8XT MIRAGRID axr L=29' "" ,_ ___ 20XT----20XT MIRAGR/0 2oxr L=29' <OX'" .. ___ ____ MIRAGRID 2oxr L=29' CD 1"""" 20XT 20XT 20XT 2oxr ----20XI --- MIRAGRID 2oxr L=29' CD \.----~>,----20XT 20XT ;,oxr----,,,, __ _ MIRAGRI0 2oxr L=29' CD ,..\ ___ 2oxr----2·JXT M/RAGRID 20;QXT L=29' ,o.<1----@--- tt,:;'1,-----2oxT---~20XT 20xr 20:-rr---..::?oxr---Wh BW SLOPE TO DRAIN* 1 JJfJf!:i;,;~.~~~.*;~,------+-----1a!Y!\-.=!!!.-7'_M_I_N_--"J;O'--:__,.,-'-------'-- ~ <;:4{0UNDATION SO//;,f: •f/.,~>f'.4Jt;if .ii>J!?;~«:.~)?£'f(/ DA YU GHT 4" PERFORATED PVC DRAIN (TYP.) ENCAPSULA TEO IN 1 CF DRAIN ROCK (¾" CRUSHED) ANO WRAPPED W/ GEOTEXTILE DRAINAGE FABRIC. 4" DIA SOLID PVC OUTLET PIPE AT 100' 0/C OR AS DIRECTED BY GEOTECHNICAL ENGINEER. """£!!/«:.,:;,:;.,. wJ!:c:':0, (TYPICAL FOR WALL FOOTING) LEGEND FOUNDATION SOIL -KF- y= 120 pcf <1>=30" C=50 psf GEOSYNTHETIC REINFORCMENT OVERALL WALL HEIGHT EXPOSED WALL HEIGHT * 2% MIN. OR AS DIRECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. Hrrrr H= Ha,s FG TW BW WALL EMBEDMENT DEPTH FINISHED GRADE NORTH WALL (TYP.) CROSS SECTION= MAX HEIGHT 27.33' DESIGN NO. 1 SCALE: 1 "=5' (H&\/) NOTE: CD TOP OF WALL BOTTOM OF WALL NO. OF UNITS BETWEEN LAYERS PEDESTRIAN GUARD RAIL SHEET 6 PER RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LAYER. FOOTINGS TO BE DRILL EXCAVATED. REINFORCED SO/L~\- y=125 pcf , <1>=30' \ MIRAGR/0 axr L=22' ··---"'' ___ c.:; 8XT BXT e,_ ___ '" -~Wh C=O psf MIRAGRID axr L=22' CD --1/l;l\h >----,,, ----8XT axr ----,,, ,,,~;$,-, MIRAGRID axr L=22' CD __ VERDURA 40 UNIT BLOCKS TYPICAL ;jfRETA/t\lED:&,,-\ --___ .c, RXT axre,_--/7\-3 ~, '1 SOlL :¾\ vd,J '"'0'~~~2, MIRAGRID axr L=22_'~· ------.J/11\11 J' ·-·RETAINED SO/~J3wl•-\--m ----:~GRID axr ~:~2' CD M, BACKCUT AS DIRECTED y= 120 pcf ,,_ --"" -----"'' "" ----"'' --1/1;1\/i BY GEOTECHNICAL <1>=30' '3' [NG/NEER BASED ON MIRAGR/0 axr L=22' '0 <: .. ,: .. 1 FIELD CONDITIONS. C=O P5f . ·---"" ___ .:.c '" ,,, e,_ ___ M, --\.: ... i,',•.•.4:t,.,,'1 •. ,.'. ~ ·--. I 8XT ___ c.:;M1f%1GRIO 8XT L~f-2' (g) 8XT -~Wh 1.\\,'i'.:;<-2•, SLOPE TO DR4/NJ -.1t~~.;7ff!~ .. {3tjz--···½)· ---""4-"B.,,W_l_' -M-IN ___ J;.::.Oc_..:,-,-i.-----L ~ ~~;;!j!fif/ff;j/!!fjff DAYLIGHT (TYPICAL FOR WALL FOOTING) LEGEND ,., . sf','-·;' - .t'" 4" PERFORATED PVC DRAIN (TYP.) ENCAPSULATED IN 1 CF DRAIN ROCK ("/4" CRUSHED) ANO WRAPPED W/ GEOTEXTILE DRAINAGE FABRIC. 4" DIA. SOLID PVC OUTLET PIPE AT 100' 0/C OR AS DIRECTED BY GEOTECHN/CAL ENGINEER. FOUNDATION SOIL y=120 pcf <1>=30' C=50 psf * 2% MIN. OR AS DIRECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. -XF- Hror Hexe H"'" FG TW BW GEOSYNTHETIC RE/NFORCMENT OVERALL WALL HEIGHT EXPOSED WALL HEIGHT CD WALL EMBEDMENT DEPTH FINISHED GRADE TOP OF WALL BOTTOM OF WALL NO. OF UNITS BETWEEN LAYERS NORTH WALL (TYP.) CROSS SECTION= MAX HEIGHT 20.67' DESIGN NO. 3 SCALE: 1 "=5' (H&V) ( FINISH SLOPE · . .. TERRACE DITCH ··.. PER SHEET 6 BACKCUT AS ___,,/ DIRECTED BY GEOTECHNICAL ENGINEER BASED ON FIELD CONDITIONS. 4" PERFORATED PVC DRAIN (TYP.) ENCAPSULATED IN 1 CF DRAIN ROCK (¾" CRUSHED) AND WRAPPED W/ GEOTEXTILE DRAINAGE FABRIC. 4" DIA SOLID PVC OUTLET PIPE AT 100' 0/C OR AS DIRECTED BY GEOTECHNICAL ENGINEER. FOUNDATION SOIL y=/20 pcf <1>=30' C=50 psf 7' MIN. TO DAYLIGHT (TYPICAL FOR WALL FOOTING) * 2% MIN. OR AS DIRECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. -XF- Hrrrr H= Ha,a FG TW BW CD LEGEND GEOSYNTHETIC REINFORCMENT OVERALL WALL HEIGHT EXPOSED WALL HEIGHT WALL EMBEDMENT DEPTH FINISHED GRADE TOP OF WALL BOTTOM OF WALL NO. OF UNITS BETWEEN LAYERS NORTH WALL (TYP.) CROSS SECTION= MAX HEIGHT 15.33' BACKCUT AS DIRECTED_,./ BY GEOTECHNICAL ENGINEER BASED ON FIELD CONDITIONS. DESIGN NO. 2 SCALC-1 "=5' (H&V) ., PEDESTRIAN GUARD RAIL SHEET 6 FOUNDATION SOIL r=120 pcf <1>=30' C=50 psf PER NOTE: . ''-·----,, ..... ··•'·--"c.,~,,,_,~"' ">;.,.., ',;,,,., RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LAYER. FOOTINGS TO BE DRILL EXCAVATED. EXPOSED HEIGHT Hexe=&' ~' ~' '"'''"'""'""' TOTAL HEIGHT "~ Hrrrr= 1-2-'--10 ' --+----,_, _________ .. LEGEND * 2% MIN. OR AS DIRECTED ANO APPROVED BY THE GEOTECHNICAL ENGINEER. -XF- Hror H,,,, Ha,a FG TW GEOSYNTHETIC REINFORCMENT OVERALL WALL HEIGHT EXPOSED WALL HEIGHT WALL EMBEDMENT DEPTH FINISHED GRADE TOP ,OF WALL BW BOTTOM OF WALL CD NO. OF UNITS BETWEEN LAYERS .) CROSS SECTION= MAX HEIGHT 12' NORTH WALL (TYP, DESIGN NO. 4 SCALE: 1 "=5' (ff&\/) ... --~ ------~-·-·---- I s36T I GRADING 11 AS BUIL T 11 RCd,1i~;,::~(3d/t 9 JJ./;1ft;//g, DATE 'I RE~~¥ /tJ-&-tf ' INSPECTOR DATE ' CITY OF CARLSBAD ii¥ ENGINEERING DEPARTMENT PLAN FOR: t:D,,,s;;s: RANCHO COSTERA II VERCURA SEGMENTAL CROSS SECTIONS SOIL RETENTION '.,-;·------------------ DESIGNS INC. ' )I I • • . APPROVED , , .. 1 , ,((./.JI . JASON ~i?,~,~~7J ;•/y,//v o.a. I /o 8'.lflli)c Bc:.A/C II (_ 0 Wtro WA/{. e I I ,zg,,s ,s;,t ENGINEERINWMANAGER RCE 63912 EXP. 09/30/14 ATE 2501 s-ATE STREET, CARLSB.AD, CA 92008 800-346-/995 -=::~ -. 17_ 'ME.#tJJ/~ TtfAIL OWN BY: CJ . I --I PROJECT NO. DRAWING NO. DAO[ INITIAL DATE INITIAL DATE INITIAL CHKD BY: NJ REVISIOI~ DESCRIPTION t,iJJlf,! CT 13-03 480-3A ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: I ' ' I I j >, .., J Q 0: 0902111 I ~ • ,. 'i ~ I ~ , I , I i q y ' I ! i ~ I 0 i'i ! I :;i :;, ! ~ I ii i .. I SEE DESIGN NO. TERRACE DITCH PER SHE.ET 6 NOTE: ---?-1 GEOGR/0 FREE ZONE . -tr,1+- PEDESTRIAN GUARD RAIL SHEET 6 PER RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LA YER. FOOTINGS TO BE DRILL EXCAVATED. (TOP OF GE.OGR/0 NO "· -----r-... CLOSER THAN 3 AND NO \ ~~ FURTHER THAN 5 BLOCKS\ MIRAGR/DBXT L=12' FROM TOP OF WALL) •:T ____ 1<D'-'--~:::'.W,/I . M/RAGR/0 8XT L=12' 1 @ R£/NFORC£Q SQ/L ~ MT '" -y=725 pc'. ·,:"Y-MIRAGR/0 BXT L=12' BACKCUT AS DIRECTED _/ .. BY GEOTECHNICAL <P=JO ' 8XT '-='-"--=-~ "" _ __j C=0 psf \ ',(~:::Ji!§!;;, MfRAGR/0 BXT L= 12' ·--. fR[TAlNtD{,, axr axr ----¥ ENGINEER BASED ON FIELD CONDITIONS. -. . 'l' r 2:':\ . . ' SO, L '*' M"'RAGR/0 BXT L 12' · . ..·.•N/-~•-·•¼ •-•>.v , = -~Y:·?;1/;'., ,/ •_';~-', 6XT ~~--'" ---'M ·-. '. RITA/NED SOIL ·· .. , SLOPE JQ_ DRAIN* -y= 120 pcf . '1>=30' C=0 psf VEROURA 40 UNIT BLOCKS TYPICAL EXPOSED HEIGHT Hex,=8,67' H,,.,=4' MIN. BW 7' MIN. TO DAYLIGHT 4" PERFORATED PVC DRAIN (TYP.) ENCAPSULA TEO IN 1 CF DRAIN ROCK (¾" CRUSHED) AND WRAPPED W/ GEOTE.XTILE. (TYPICAL FOR WALL FOOTING) DRAINAGE FABRIC. 4" OiA. SOLID PVC OUTLET PIPE AT ·100' 0/C OR AS DIRECTED BY GE.OTE.CI-INICAL ENGINE.ER. FOUNOA TION SOIL r=120 pcf 4'=30" C=50 psf * 2% MIN. OR AS DIRECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. -/CF- HroT HEXP H ... FG TW BW @ TOTAL HEIGHT Hro,=12.67' LEGEND GEOSYNTHIT/C RE/NFORCMENT OVERALL WALL HEIGHT EXPOSED WALL HEIGHT WALL EMBEOMENT DEPTH FINISHED GRADE TOP OF WALL BOTTOM OF WALL NO. OF UNITS BETWEEN LAYERS SEE DESIGN NO. 3 GEOGR/0 FREE ZONE (TOP OF GEOGR/D NO CLOSER THAN 3 AND NO FURTHER THAN 5 BLOCKS FROM TOP OF WALL) BACKCUT AS DIRECTED_/ BY GEOTECHNICAL ENGINEER BASED ON FIELD CONDITIONS. 4" PERFORATED PVC DRAIN (TYP.) ENCAPSULATED IN 1 CF DRAIN ROCK (-¼" CRUSHED) AND WRAPPED W/ GEOTEXTILE DRAINAGE FABRIC. 4" 0/A. SOLID PVC OUTLET PIPE AT 100' o/c OR AS DIRECTED BY GEOTECHNICAL ENGINEER. 1 _ FlMSH scoee :ic:t,1:{'--::_41-1+- TERRACE DITCH PER SHEET 6 PEDESTRIAN GUARD RAIL PER SHEET 6 NOTE: RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE. THROUGH UPPER GRID LA YER. FOOTINGS TO BE OR/LL EXCAVATED. ____ "" _M_IRA_G_R_ID 6§XT_L_=_1_9_' -~XT ----'Ml VERDURA 40 UNIT BLOCKS TYPICAL SLOPE TO DRAlN* ~ FOUNOA TION SOIL r=120 pct 4'=30' C=50 pst CD EXPOSED HEIGHT H== 14' H..,=4' MIN. 7' MIN. TO DAYLIGHT •. (TYPICAL FOR WALL FOOTING) * 2% MIN. OR AS DIRECTED ANO APPROVED BY THE GEOTECHNICAL ENGINEER. -XJ=- Hror H"" H,.,. FG TW BW @ TOTAL HEIGHT Hro,=/8' LEGEND GEOSYNTHITIC REINFORCMENT OVERALL WALL HEIGHT EXPOSED WALL HEIGHT WALL EMBEOMENT DEPTH FINISHED GRADE TOP OF WALL BOTTOM OF WALL NO. OF UNITS BETWEEN LAYERS SOUTH WALL (TYP.) CROSS SECTION= MAX HEIGHT 12.67' SOUTH WALL (TYP.) CROSS SECTION= MAX HEIGHT 18' SEE DESIGN NO. 3 DESIGN NO. 5 SCALE: 1 "=5' (H&V) <.·7 ... ,/;. GEOGR/0 FREE ZONE '1--r (TOP OF GEOGR/0 NO FURTHER THAN 5 BLOCKS \ "'--~-- TERRACE DITCH PER SHEET 6 PEDESTRIAN GUARD RAIL SHEET 6 PER NOTE: RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LA YER. FOOTINGS TO BE. DRILL EXCAVATED. VERDURA 40 UNIT BACKCUT AS DIRECTED J BY GEOTECHNICAL CLOSER THAN 3 AND NO , --'~" -~ FROM TOP OF WALL) \ MIRA 10 ~/(T L= 0 . RE.fNFORCEO SOIL --------------\~. IRAGR/0 8Xf,,L=10' (2) ·· . y=125 pct ~ BLOCKS TYPICAL EXPOSED HEIGHT Hex,=5.33' + ENGINEER BASED ON FIELD CONDITIONS. . 4'=30' l:!J:£.'t_ifl:f.ffJ.:f.: MIRAGR/0 8XT L=10'@ C=O pst /!JRETAINE.Df;,\ MT Al -._ f SOIL J§,\ , \0 ·· . '*~·-c;w"_·_•·<S_· o?\ M·. IRAGR/0 8XT L.=...:.1.:::.0 _ __,AAI\ • _ •,»~•;;< _ i" \ 6XT -H..,=4' MIN. TOTAL HEIGHT i-/ro,=9.33' RETAINED SOIL. ·.• , SLOPE TO ORAJN•@ BW r= 120 pct . '~---~-.-~.,,~. ,o=·-::0-~-·, ~,"~,,.~_?,~ .• =,-=,.~""=-~~_,-,_,_ -""'j-."C"-------"--";----'--------'- cp=30' , l'!Ju7!!Bl'tta/r?'Jit::~ 7• MIN. TO C=O psf ~,.!i;P1f'i!J/fJ~c%'1l!ffJ:W@#'t_i DAYLIGHT 4" PERFORATED PVC DRAIN '"'°''"'0:,xY3'-.,,/~,,c, (TYPICAL FOR WALL FOOTING) (TYP.) ENCAPSULATED IN 1 CF FOUNDATION SOIL DRAIN ROCK (¾" CRUSHED) AND -y= 120 pc'. WRAPPED W/ GEOTE.XTILE 4'=30 DRAINAGE FABRIC. 4" DIA. SOLID C=SO pst PVC OUTLET PIPE AT 100' 0/C OR AS DIRECTED BY GEOTECHNICAL ENGINEER. • 2% MIN. OR AS DIRECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. SOUTH WALL. (TYP.) CROSS SECTION= MAX HEIGHT 9.33' DESIGN NO. 7 SCALE.: J "~s' (i-!&V) -XJ=- Hroe HEXe i-! ... FG TW BW @ LEGEND GEOSYNTHITIC RE.INFORCMENT OVERALL WALL HEIGHT EXPOSED WALL HEIGHT WALL EMBE:OMENT DEPTH FINISHED GRADE TOP OF WALL BOTTOM OF WALL NO. OF UNITS BETWEEN LA YE.RS ---~\ ~SOIL RETENTION '-.<--DES I G N S I NC . ' 2501 STATE STREE-, CARLSBAD. CA. 97008 800-346-1995 i------------------ /l\ DATE INITIA.L ENGII\JEER OF WORr< -------- PC:VISION DESIGN NO. 6 SCALC: J "=5' (H&V) .. ------,. ------· lJC:SCPIPTION D/,TE INITIAi. OTHER APPROVAL DATE INITIAL CIT':' APPROVAL I/ AS BLJIL T 11 /4~! IJ/x!J-t RCE 61?.l/4 EXP. 6/k)/(</ DATE 77 REV~ /fJ-8·-fl INSPECTOR / DATE '_, SHEEI CITY OF CARLSBAD ~41 --z. 7 ,_) ENGINEERING DEPARTMENT -· .ff"/ GRADING PLAN FOR ~ ·1 RANCHO COSTERA 77 • VERDURA SEGMENTAL CROSS SECTIONS APPROVED://. ENGINEERING lANAGER / ,V 1" !2 / , fit!,, JASON ~,G~,1zi>RW R~E 63912 EXP. 09/30/14 ~E OWN BY: Nj~ I PROJECT NO. I DRAWING NO. CHKD BY: CT 13-03 480--3A. RVWD BY: ------------------------------------------------------------------------------------------------------------------------------------------------.. .,, i . ' l,o'"" .J,J 101.J ----r ~ r " 9 MAXIMUM SPACING ~ 18" ~ TOP VIEW --I FRONTVTEW -f-- V - ! 101• 4 l ' g MAXIMUM SPACING I 101" 4 j f- r - ,TOP or BLOCK ~ I ~ I-'"-12" --1 SIDE VIEW 8" VERDURA 40 BLOCK DETAIL SCALE· N.T.S. FRONT OF WALL DETAIL SCALE: NJ.S. ~ - f-f-<':@ --,,,,_,_.,_ "'s~::"~,,,,__ '- ~ -~ -r ._r-~ 4" DIA. SOLID OUTLET PIPE SUBDRAIN HEADWALL/PENETRATION DETAIL SCALF: N.T.S. GEOSYNTHETIC REl/\JFORCEMENT LAYCR PVC X 1" DIAMETER, SCHEOULE 80 PVC \\ (CONTl/')UOUS) . \\,, /FT MIN. '-..._ GtOS'fNTHETlC ~ RE!NFORCCMENT ~ OVERLAP ~- SECTION A J FT. MIN OVERLAP "/" SCH /JO - 1 FT MIN. __ ---, PVC (CONT) --\ GCOSYNTH[TIC ~ \ REINFORCEMENT ",, \ OVERLAP ~ \ wJ X OVERLAP DETAIL GEOSYNTI /[TIC RE!N,ORCEMENT ABUTS AOJL1.CENT "~ SECTlOl\/ "-._~ <:::---- --------- 1 FT. MIN ovt_NLA,P ---~-~ A I I I j I I GEOSYN IHETIC REINFORCEMENT SHEETS FACE OF WALL WRAP AND/OR CUTI GEOGF:/D AS NECESSARY TO FIT AROUl✓U OBSikUCOON 1" 0/A. SCi/COULE 80 PVC CONNECTION PIPE CONTINUOUS ALOf'lG FACE NOTE: GEOS"(N f HET!C .REINFORCEMEN i OVERLAP SI/ALL GC ON TOP. PLAN VIEW GEOGRID CONNECTION DETAIL 1-CMU WALL I , \/EROU,RA WALL W/ BATTER I SCALE: N. T. S. /J) I 0 "D ['l NOTE: PIPES ABUT ON[ AMJTHER AT THE TRANS/TIU✓ ef/OM ONE PIPE SEGME/', T TO 1 h[ N[X1 PIPt. SEG'Afc"l✓T PIPE SEGMENTS SHALL NOT LINE UP VE,RTlCALL Y. A . .... A WALL W/ BATTEFI ,-Vt/-~OUf~ I ; '. ~ ' ~ ' . .... ;\ CASED PLAN VIEW CMU WAU Wl,LL CMU WALL W/ ,R[TURN~\ \ CASE A PLAN VIEW CASEB I 7 I ,1r-,r+--===-~ I 4' WALL 1 \ I I VEROIJFIA WALL I CASE A CASEC END OF WALL TRANSITION DETAIL C 0 0 PEDEST,R!AN GUARD ,RAIL (SEE GFIAO/NG PLANS SHEET 6) 5' ,------------, 6" SCALE.: N. f'. S. LODGEPOLE TRAIL FENCE ~ SEE LANDSCAPE PLANS , owe 480-JL X 6" I 7 -'------SDRSD D-75 TERRACE X /\/OT[· \"* \ ~UPPCR LAYER FIA/UNG / FENCE CONTRACTOFI SHALL NU i Tf-ic.NCH fXCAVAfr THRUIJGH IJPPFR GRID i AYFR. FOOTINGS TC! BE OR/LL EXCAVATED OlTCH ,rypc_· 'c' (SEE GRADING PLANS SHECT 6) MOST GEOGRlO I I l _L:t::i±:L.t-- CASED SECTION A-A REDfSTR!AN GUARD FIAi/ (S[[ GFIAD/l✓G PLANS, SHEE1 6) NOTC: ~UPPER MOST G[OG LA "([Fl FIA'LIUG / ,' f.NC:E C:OU I RACTOR SHA/ L NOT TRENCH CXCAVATE THROUGH UPPER GFl/0 LAYEFI FOOTINGS TO GE DRILL EXC/\V/\ T[O X .""-MOD. 0-75 TERRAC[ 0/TCl-l T'(PC 'o' @2 C% MlN. (SEE GR/\0/NG PIANS, SHEET 6) FIID TYPICAL BENCH DETAIL TYPICAL PEDESTRIAN TRAIL DETAIL TOP OF WALL DETAILS SEE CIVIL PLANS FOFI DIMENSION/NG SCALE: N.T.S. ,--'\ f •-r,-j SOIL RETE:NJIO~ \ ,. , _l; D E S I G N S I N C . .. , ----. __ ,_ ------------ /j\ DAll l:'ll l'IAL -- 2501 ST,6,TE ST~EET, CARLSBAD, CA 9200R 800-.346-7995 REVISIOfl rnc;1r-JEER OF WORK DFSCRIPTION J" OF GRANULAR HLL RlQIJIRED BETT1/EEN OVERLAPPING GEOSYNTHET/C FICINFO/'ICEMENT FOR PROPER ANCHORAGE VEFIT/CAU. Y AI.TFRNATE GEOSYNTHET/C REINFORCEMENT PLACEMENT TC A\/10/0 CONTINUOUS UNREINFOFICEO SECTIONS VERDuRA WALL NOTE CHECK WITH MANUFACTURER'S SPECIFICATIONS FOR THE CORRECT ORIENTATION OF THE CEOSYNTHETIC ii],,,.. FIE/NFORCEMENT TO OBTAIN PROPU-i '1'-iI/✓110~1,,,,,_ STRENGTH. ' , ,..,..~ ';,-,..,._ /' ''- ' ,;{)\ //'.Y/s.. '/' /X/;· ,. //'\• .. . f;>; .. ·✓.x.7 «.'>. ,. >v-/X/// /_<-;:> >//J<-/1/. / X-'./;y/ ;v:Xx/. / [·/X// x; //-':J'./Y/,/, ///7/./'.X/ .• x>.,;/)/;!/ / :/x?//;1/ ////✓/ ·_/)</1/>' '( //./ :{/// -(/ GEOGRID PLACEMENT ON CURVES DETAIL 1/[FIOUFlA 40- TYPICAL FG ow REINFORCED SOIL A '-.._:__ BACKCIJT AS DIRECTED RY GEOTEC/-11✓/CAL ENG/NEEF/ BASED 0 FIELD CONDITIONS. 1' THICK CAL TRANS Cl.ASS II ,0 EFIMEABLE MATE.RIAL LENS FOFI EXCESS BACKCUT SEEPAGE AS DIRECTED BY GEOTECHNICAL ENGINEER. * 2% MIN. OF/ AS DIRECTED ANO APPF/0\/ED BY THE G[OTECHNICAL ENGINEER TYPICAL CHIMNEY DRAIN DETAIL AS REQUIRED BY GEOT[CHNICAL ENGINEER SCAL[: NJ.S. 11 AS BUIL T 11 4~ I :ii .:brh/J RCEi::; :;;;;;,1~/('1 DATE 77 ' RE$~y'. i ~-,f;-lf INSPECTOR I DATE [z] CITY OF CARLSBAD ~ 8 ENGINEERING DEPARTMENT GRADING PLAN FOR: !:LI~ ----------->------. ---------77 RANCHO COSTERA VERDURA SEGMENTAL WALL TYPICAL DETAILS ---···- APPROVED/j j ' A ll , JASON s,-;, GEJ;DERT ' II 8 Z< Zoll/ ', - ENGINEERING,(AAN AGER RCE 63912 EX?. 09/30/14 DATt DWN BY: CJ PROJECT NO. DRAWING-NO] DATE INITIAL DATE INITIAL CH'<D BY: NJ RVWD BY: NJji} CT 13-03 480-.311 OTI-IER /1PPROVAL CITY P,PPROVAL I 5l ~ .. i ~ ~ ~ i ~ I § ll ! ! : j;! :;;, ii i~ •/ ii< ii ------------------------------------------------------------------------------------------------------------------------------------------------..... C w~ 00 G) O.,:i,. .... 00 ..J -.J 0 I w )> r I 70 70 120 60 110 BASIN PA7 ff£V8;;, 108.!J - 120 PROPOS£r CRAO~ .::--FLOW LIN[ Off 1----+---1--~ccI1fl£/TSA'IIWA'~--;--~ !/0 .._ "' f'LOW LIN[ Clf PCC LIMED i rLLYIAY 140 --(-- ' 140( .. , I 0 f---~ -BASIN PA8-B · _£LEV 8~/2t; ':5" ,---- 1 50 /JASIN PA2 ELEV-fr-#J,!l 50 JOO j--,------ttr--- ~~ <:;i '? 100 -~-----+-l 120 40 - 18' H(}P£ tJ /,00, QtWl"5.3!J CFS V1c,;,,5. 79 FPS 40 ® 21,94 18' HOP fl'I, ,% ' Qi//()~$. J!) ,CF. . Vr~6,18f PS'i ~---~----~-----~-~'~~~~-" 30 PROFILE -PR/VA TE STORM DRAIN LINE 'pA-2' SCALE: HOR!Z N ,· = 40' VERT~ t" = ti' ,,, <J~ ~~ , <c "' "' «>;€ ,I, ~ l{j ~a:; "" "' t-~ll!i ~-~ 90 ------< ! f 0 I I I I f\l 1 I 80 100 100 ----' --·· PROFILE -PR/VAT£ STORM DRAIN LINE ti ' PROFILE -PRIVATE STORM DRAIN LIN£ 'EJ' PROFILE -PR/VA TE STORM DRAIN LINE 'C' ,_~ 7 -_a,..J PLAN -PRIVATE STORM DRAIN UNE PA-2' SCALE: !" = 40' (REFER TO SHEET 21 FOR PLAN LOCAtlJN} CAVTION !! CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UT1L/TIES IN THE FIELD PRIOR 10 CONSTRUCTION! ,----------c-------. --·-··· -- NOTF II ELECTRONIC DA TA FILES ARE FOR REFERENCE ONl Y ANO ARC NOT TO Ot: USCO ,OR HORIZONTAL OR VERTICAL SURVEY CONTROL • 2014 O'Day Consultants, Inc. 27!0 Lol<.'5'r fo:,,,eri~e W-e:.t :_;;_,;te IUG CrJrl,;btlU, Cc1llfornk1 92010 _tf\Q~~J1~7'lQD f"~"' ;60 031 86B0 OOo:,-C crFISultctn l_:;_r;om s Gi;;ii Er.qlr1.e-erlriq PlarmlniJ Proc-a:e.:siJ1g ::~H'1tiJlt1g SCALE: HORIZ N , • = 40' VERT ~ f" = 8' I I SCALE: HORIZ ~ 1" = 40' VERT N r = 8' I I I I I I I PR/VA TE STORM DRAIN LINE fl' PLAN -PR/VA TE STORM DRAIN LINE '8' SCALE: !" = 40' SCALE: /" = 40' (REFER TO SHEET 19 FOR PLAN LOCATION) (REFER TO SHEET 23 FOR PLAN LOCATION) DESlONED BY: .:£1:--' !t~l,__,_Q_L. __ 1_1~ DATE; JIJLY 2014 ...... DRAWN BY: J.S. SCALE: AS SHOWN PROJCCT MGR.; c,o, JOO NO.; 10 1307 ENCIN EER GF \'/ORK /!:L,!IJ JJ,t}t:¢1 GEORGE 'DAY_ I OATEf,f£fL- RCE. 32014 STORM DRAIN DATA NO DELTA/BEARING RADIUS LENGTH REMARKS ! N 827/J'ol" W l N 8?19'(}1' W -- 3 N 11'32'!4' W .. 4 fl 71'32'14 • ""IV --- 5 N 877J4 '4,·· w 6 N 81'01'44" YI l N 6T59J2" £ 8 N 02'55'!4" E g N ,<1'11'2J" £ 10 N Jla1'2J" t: "AS-BUILT" _b.~-f rJ :2,,_~--_Lt,/.~~/.!L--GEORGE O'Il7. P.E. 32014 EXP .---1.?,pt/L,P DATE REVIEJ'/),~ U •lo-g·-ft , /j/J -,vi INSPECTOR -DATE · 37.93' 18' HOP[ -----· 84.78' • " 43.51' • • 65.31,-• • Jl.7J' 82.40' 47.86' 57.51' 54.78' 21.fN' . . • • 24"-HOPE -• • 18' HOP[ " . BENCHMARK: .-.......... DC'JCRIPTIOc-1; 2.5" D/5C STMIP£0 "CLSB 105, LS 6215" LCCAJIOH: IN NORTHCAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEO/ONOA CREEK. 120 FEET S0/JlHl'tFST OF £L CAMINO REAL RECORD rROM: R.O,S, NO. !1211 {Pr NO. /05) 45,4/0 M.5:l. DATUM, u,s:e,: & &:s: N(JVV !929 SCALE: HOR!Z ~ !' = 40' VERT~ t" = 8' LOT 342 N /,!UL 17FAIJIL Y I r I j i ! SCALE: 1" = 40' (REFER TO SHEET 15 FOR PLAN LOCATION) _ -.,w-,,. •~"~c.-.-• ,r-~""' ,,. '"~"" ·-'" .. ,. ... ,_., .. ... . , .. ,_. .... .i!lrf./1(, ~-ZP. &:,R,Al5£ BASIIIS 2. l'F£T DATE ITIAL ENGINEER OF WORK REVISION DESCRIPTION '8: \HJ1",(}7\1t:'l7f.lr::.:J.'~-41).,J;,-,; A;.<_J 05, :/:DH 8: ]Jc:rr-, .... ····- Xriofa: ,OOliur: !(:{IH<snQp; W07buu; t(l07•~ir: l(,<:)7-oaipOI; l1Hl-7tl'Jli7: 1007••Jtl; HJU7bgitJ: 1'.)078-G: b0074$11E __ , __ ,_,., --····· ---- DATE INITIAL OTHER APPROVAL ------, - 130 r ct .,,_____.., -BASIN PA'ti-c- E.IJ"v e-l2s ,:, /20 PROFILE -PR/VA TE." STORM ORAIN LINE 'O' SCALE: HORIZ ~ !" = 40' VERT,, t" = 8' . - PLAN -PRIVATE STORM DRAIN LINE 'D' SCALE: 1• = 40' (REFER TO SHEET 16' FOR PLAN lOCA TION) ·---~-"~ . SHEET CI~f OF CAR_I.SBAD "'JEEcc ~ 39 ENGINEERING DEPARTMENT ------PRIVATE STORM DRAIN PROFILES FOR: 1:E.\ ~ Roj1fof 1qN£0Jlf'&1LAC~ f) PL NN(t-lC AREAS 1-11, IJ, &-2J(A, 8, CJ -JY/ .. .. --, APPROVED 01,?=n,,1 I I JASON S. GEi DERT I .. '11 ,0 '-iif sjli:iLL/~ ENGINEERING 1,1i<JJAGER RCE 63912 rxP 09/30/14 [ ft T!, I 2.I 2.'!-/IJ -~c. OWN BY: PROJECT NO DRAWING NO. DATE INITIAL CH KD clY: .. 8. c,:r_ CITY APPROVAL RVWD 8'( -" .)\.~"-· C. T. 13-03 480-3A =------'__......_..__..· -' ,\ /1 I I i 0 ~~ OA """'co 0 I w l> 120 . --,-,-----!20 110 - -'Rl·11'• qi.'o P1; 11, ,,-+-,-...--.' · PROPO£tf--,---f-+-+---+-A-l '( .. Oi ii TA.It., ~lH. 7 ., 90 CA(JTION !! C(MO[ ' --!_ f+OO 1+50 2+00 2+50 PROFILE -PR/VA Tf STORM DRAIN LINE 'E' SCALE: HORIZ ~ t" = 40' VERT~ r = a' LOT 339 ~ COMMERCIAL .. f --i J 1;' PLAN -PR/VA TE STORM DRAIN LINE 'E' scAL£ HORIZ ~ r = 40• VERT~/"= 8' (REFER TO SHEET 24 FOR PlAN LOCAT!ON} CONTRACTOR TO VER/Fl' THE EXACT L OC:A TION OF D<.1S !ING" U TILi TIES IN THE FIELD PRIOR TO CONSll?fJCTIONi -,,4----.,rc=---'--l I 00 VT PER OETA/l SHEET 1 'lJIT/ONAl MANHO/£ RINC &-7NC CO VER PER Sl)RSO /.I M-4. INTERIOR MANHOLE p 10 8£ UGHT 0/JTY PER M-2 so SCALE: :1" :.:e 40' 180 180 ' h. ' I "' r-.__ 170 ... I ~~- __ ·•[EXIS1/NC GRAPE , ., ---- .._; --. ---------.,. . b~---------;:;-'4l>' -' ------.. ~ \,! --j~t k-~1<'. ::>--,--~ " ~ !,_, ",.., !l,_;., -:' :r.· -, ~ . t3! ~-...... l;:j i! ~~-~-I (Y. -K ""<;:, RETAINING LL ' ~ _, l1: -: NOT PART I ~ 711/S PlAN "\j:j ~-i:l .._" 170 \ 160 I '"'T 70 PAO -/58.5 160 ..--, ' MIN. CL "ARANCE 8E~EN ._ ·-__ "OTTO&f OJFOOT//VG &-PIPE - -. 150 140 ~ -··-1-.. --~--" 1s ~•---··-····· " ? -'-HG! ~ ~ ' 1~ ~ -~ ,SR· c.: !:,-!.?~ ~ ~ <S ~ <::, <,; e.~~ /8" f/OPf fJ 4..56% ~ -.. . Om= .79 CFS V,o,: .60 FPS . - 150 140 ------------------ -------' -------- 130 PROFILE -PR/VA TE STORM DRAIN AT STA. 23+07.32 ON H'ELLSPRINC STREET SCALE-HORIZ ~ ,. = 40' 'IERT .. !" = fJ' PLA/il -PRIVATE STORM DRAIN AT STA. 23+07.32 ON WELLSPRING STREET SCALE: !" = 40' (REFER TO SHEET 15 FOR PLAN LOCATION} , -~ DESIGNED SY; iL. N,l, __ f;f,.,_11,_ DAT[: JULY 201'1 ,, AS-BUILT" NQ I 2 3 4 5 6 7 150 140 I • Ht/PE 1/P 35. 05% , Qloi./=0.58 CFS i Vff/Qp'/3. 16 FPS 160 150 PROFILE -PRIVATE STORM DRAIN LINE 'F' SCALE· HORIZ ~ 1• = 40' VE"RT ~ !" = 8' LOT 342 N MULTIFAMILY./ ,_,/ f.,:c<:::-f / / PLAN PRIVATE STORM DRAIN l/N[ t SCALE· J" = 40' (REFER TO SHEET 15 FOR PLAN LOCATION) STORM DRAIN DATA -~ ---.,. . -' DELTA/BEARING RADIUS LENGTH REMARKS N 65i;8'5J' E 45.94' . -J6·i-loPE N 55'58 '53' E 83.J!J' 35· HOPE N 65'58'53' E 47.44'. 35• HOP£ N 4J'40.r5• W -/ IO.QJ5-I, /8' HOP£ N 42'58'41 • W ""$ :,-!l!;i' 12-HOPE --~ -·~ i. N 3919'3!" W .. -.. i 12• HOPE ---31-30' N 52:JI ':iJ" E _,__ J9.2I' -) It!" f/OPE ~ BENCHMARK:& DCSCRlr'TIOII: 25" DISC STAMP£D "CLSB-105, LS 6215" -~// /-- _,/./ .. 160 !+00 1txisiiN. CRAO£ --- -+-~-160 PROPOSE, CRAOE 140 130 120 '-------!+50 1+75 PROFILE -PR/VA TE STORM DRAIN LIN£ 'c' SCALE: HORIZ ~ t • = 40' 'IERT ,v t" -8' LOT 342 N/IJUL TIFAMIL Y PLAN -PR/VA TE STORM DRAIN LINE 'c' SCALE: r = 40' (REFER TO SHEET 16 FOR PLAN LOCATION} 80 { \ I' I; I ---'--I I I 0 / -"' ,,,,.-\Xiii/IN&' G/r. 90 Q) c,J[Hf-' -i.--~--. 80 1ff' HOf'E O /6,.Jo_ ; (Jroo,i0. 43 CFS Vll!J=/0.39 FPS 70 Ll---'--'---'-----'------L~-'--'---70 2+30 2+00 1+50 !+00 PROFILE -f>RIVA TE STORM DRAIN LINE 'H' SCALE-HORIZ ~ 1" ; 40' !£RT,, !" ~ 8' \ PLAN -PRIVATE STORM DRAIN UNE 'fl' SCAI.£: 1" = 40' (REFER TO SHEET fl FOR PLAN LOCATION} SHEET 40 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHC TS PR/VAT£ STORM DR 11N PROFILES FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANN!NO AREAS 1-IJf PJ, &-2J{A, 8, C) 1 NQTEll ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARC NOT TO 0£ OSCO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ~~~ DRAWN BY· JS SCALE: AS SHOWN ~ .,;,"" I . --"'-'" "--" -{& '°'1·-· -~----PROJECT MGR., G.O. JOO NO.: 10 1307 Gl:UkGEO., y'-'--...!.L'.... CONSULT~NTS ~------------~ P.E. 3201 EXP. ___ /l(&/i'a j.f.~e/4µ=8- DATE LOCA.TI0!'1: IN NORTHEAST CORNER OF CANNON RD. BR/DC£ 01/ER ACUA HEDI0N0A CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RE•:ORD FROM: R.aS. NO. 17271 (PT. NO. 105) •2014 O'Doy Consultants, Inc. ELEVATION: 46.4/U l,C:,:L. Dl'.TUl.1: U.S.G'. & r;.::,: N(;.Vl) 1929 DATE INITIAL ENGi ti EER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INlllAL OTHER APPROVAL CIT"/ APPROVAL 480-JA G: \i01..l07\1C078GJ9~«1.dwq Aug ·!J5, 2.Dl-t-8'. Q7!'.lm Xr~Sa: lL-OllJ-'l\(: -;r;9r,~aw;p; H.J(l!b~l'~ ·1001,.~t,; 1C-Ol•~tJ,>01, 10!)7,;iutO; K".111\•.itl; 10()7bg,-i.J; l-0076'~: l007C';]ll; . I ' \ J NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR vERllCAL SURvEY CONTROL •2014 O'Day Consultants, Inc. 120 1-+--'----'-____j I 00 '-'-----'-----'------l----'----'- -. I I I -!---+-____j____j I 00 -I 120 I 110 t-+-~~-c--+ 100 f---+-~'--'---'--H------I -I-+-' & 90 f-'---'---'-+-i---i-h-__;_---1---C-/-__;_J.---_;----ll--l-l---l-H -;l JooRA t 90 80 (70 I Lill -; WAL_ L I I I I -- 2710 Loker Avenue West Suite 100 Corlsbod, Colifornio 92010 760-931-7700 Fox: 760-931-8680 ODoyCon sultonts.com ! i I • Civil Engineering Planning Processing Surveying oicRiTEiM --~ iJtiA1l ·:.1 '1/T-cOFF 'WAL P(R SP-Q1 (fP)i __ QNc//ElE ENt;A SE£ DETAIL ,t' , 1 ' - --------, -- MENT : 'S S/.'EET SEVENT THIS SHEET 70 / \ l I I 60 ,. ) ' DESIGNED BY: JT AM BF HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 10-1307 80 - "AS-BUILT" -11,_,,.,_~{1~ /&j#/1~ GEORGEWiAY ~ 1----------------l P.E. 32014 EXP 1/..1(/Co DATE REVIEW9]£Y: I /jrvr~t, fo-t-1r INSPECTOR I DATE ENGINEER OF WORK: 120 1 100 ----70 ll-'~':tJT-QFF'WAL ' PER SP-01 (TIP) i -----' ~CRETE EM 'ASEMENT i SEE OETAfL ' 'THIS SHEET BENCHMARK: DESCRIPTION: LOCATION: 2,5' 0/SC STAMPED "CLSB-105, LS 6215" IN NORTHEAST CORNER OF CANNON RO. BR/OGE OVER AGUA HEOIONOA CREEK. 120 FEET S0/JTH/';EST OF El CAMINO REAL RECORD FROM: R.O.S. NO. 11211 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: 1/.S.C. & G.S. NGVO 192!J PROFILE -S.O, LATERAL @ STA, 469+00.08 SCALE: HORIZ,., 1• = 40' vERT ,., 1• = 8' 90 80 50 V=J' 12:f 12: I T=6' /2"x/2" TEE MODIFIED TYPE 'F' CATCH BASIN PER SORSO 0-07 NOT TO SCALE I I f I~ 11 1= 10' I 10' I ~ VEROURA WALL CONCRETE PIPE ENCASEVENT PER SORSO SP-OJ DETAIL :4 I ) \ NOT TO SCALE / '--------~--_____/-~J ! ) o' 1 o' 40' 5 20 SCALE: 1 " = 40' / STORM ORAIN DATA (PR/VAT£) ~Q, 1 2 J ,f. 5 6 1 DELTA/BEARING RADIUS LENGTH REMARKS N 12'J6'5J' E 57.66' 12• PVC N 18'JO't8" E ,f8.!)7' • • N 18'45'J!J' E 21.00' • •t N J1'J8'.2J' E 60.43' • • N 26'4!J'02' E 62.05' • '* N 21'J8'56' W 16.28' 18' RCP ~ 2000 0' N 02V6'1J' W 22.19' 18' HOPE PRIVATE STORM DRAIN PROFILES FOR: RAIVCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, IJ, &-2J{A, 8, C) ·- 80' 77 It?. 3,__,_.,___,. .@. 1-0Wel( Uf'f0</r,4ll,?' ioW,.. 1,ia,1s :S5,/, /(J/t,(#v .(J.. REV!SEO STORV DRAIN BEHIND le\ JL.f(. 10,tL• 1'1 .::0( APPROVED B~-~ JASON S. GELDERT _ ==~~ ____ /O•Z.Z-•llf ENGINEERING -ANAGER RCE 63912 EXP, 09 30 lb DATE ENGINEER OF WORK DATE INITIAL DATE INITIAL DATE INITIAL l----'-------+----'----1 CITY APPROVAL REVISION DESCRIPTION OTHER APPROVAL OWN BY:~-- CHKD BY; __ _ RVWD BY: PROJECT NO. C,T. 13-03 DRAWING NO. 480-3A G:\10'3C7\10~7BG'fi.d·w<; Cd 20, 2Clt. 10:58~m X0er3: 1C078~; 10G7b,lr; 1007bmop; 1007butl; 1007wslr; 1COhlp01; 1007q,ll7: 1007wull; 1007b<;rd, 1007w~r'-', IOQ7'/'IM/\P \ I . , I I I \ -I -. -. \ CONSTRUCTION NOTES: !. CONTRACTOR SHALL AELD VERIFY CONNECTION LOCATIONS, SLOPE, AND OUTSIDE DIAMETER OF EXISTING PIPE AT CONNECTION LOCATIONS PRIOR TO INSTALLATION OF HOT TAP. 2. INSTALL TAPPING SLEEVE AND 12" HOT TAP CATE VALl-t" AT CLOSE VALl-t"S UNTIL HI-LINE IS INSTALLED AND PLACED INTO SERVICE 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR TEMPORARY HI-LINE PRIOR TO INSTALLATION. HI-LINE SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE Willi THE PROCEDURE IN THE CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) STANDARD SPECIACATION AFTER BEING PROPERLY INSTALLED AND SUPPORTED BY THE CONTRACTOR. CONNECT HI-LINE TO TAPPING VALVES. 4. AFTER NECESSARY PIPING, AND AmNCS HAVE BEEN DfL/1-t"RfD TO lllE SITE AND INSPECTED BY lllE CARLSBAD MUNICIPAL WATER DISTRICT (CMWD), lllf CONTRACTOR SHALL SCHEDULE A PIPE SHUllJOWN Willi lllE CARLSBAD MUNICIPAL WATER DISTRICT (CMWD). THE CONTRACTOR WILL ISOLATE FROM OPERATION AND DEWATER lllf EXISTING !4" PIPELINE CONTRACTOR SHALL REMOl-t" AND DISPOSE OF IND/CA TED SECTION OF EXISTING 14" STEEL PIPE 5. PRIOR TO CONSTRUCTION CONTRACTOR SHALL SUBMIT A SHOP DRAWING SUBMITTAL FOR lllf PROPOSED HI-LINE lllE SHOP DRAWING SHALL INCLUDE DETAILS OF PROPOSED PIPE MATERIALS, PRESSURE CLASS INCLUDING PIPE, SUPPORTS, JOINTS, RESTRAINTS, lllRUST, ANCHOR DETAILS AND APPURTENANCES FOR CMWD APPROVAL. NO WORK SHALL BE DONE W!lllOUT PRIOR Mr/TTEN APPROVAL BY CMWD. 6. CONTRACTOR IS RESPONSIBLE TO INCORPORATE MEASURES TO LIMIT VANDALISM OR IMPACTS TO PUBLIC SAFETY AND SHALL REMEDIA TE ANY CONFLICTS THAT ARISE TO THE SATISFACTION OF lllE CMWD. I 12" TEMP. HI-LINE WATER 90' BEND VERT/CALLY UP -1 (___/ {SEE SECTION A-A THIS SHEET} -1'"' ,< EXIST. 14' WATER TO //·•-----BE ABANDONED & CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN lllf AELD PRIOR TO CONSTRUCTION! NOTE!! l2"xl2"x6' FlxFL TEE 2· 8.0. 12' Fl.xFL VALvE J'--<~'""' DISPOSED BY CONTRACTOR 14' BLIND FLANGE / ,( l4"xl4"x/2' TEE 1// '---EXIST. 14' WATER / DETAIL fl' N. T.S. 0/~~ CONSULTANT s ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO Bf USED FOR HORIZONTAL OR 1-t"RTICAL SURl-t"Y CONTROL 2710 Loker Avenue West Civil Engineering Suite 100 Planning Corlsbad, California 92010 ProcEssing 760-931-7700 Surv,;,ying Fox: 760-931-8680 • 2014 O'Day Consultants, Inc. ODayConsultants.com DESIGNED BY: JT, AM BF, HL DATE: JULY 2014 "AS-BUILT" DRAWN BY: J.S. SCALE: 1· = 200' /~ rJ ((}~ _@,i.?f/tB PROJECT MGR.: G.O. JOB NO.: 10-1307 Gffi GE o'f/1 EXP. 1~/~c) o:rE P.E. 3201 ENGINEER OF WORK: RE)'flk:2 10-s-1r _L'~li'" rJ ;a,.,, DATE:f-?'0'1/ G RGE -O'DAY / . RCE: 2014 INSPEC R --1/ DATE BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE 0 vf"R AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & C.S. NGVD 1929 o· ---100' 200' SCALE: 1" = 200' 400' 22.5' BEND 12' Fl.xFL VAL VE l2"xl2"x6" Flx1_!!!_~ _ I / ;--EXIST. 74• WAlcR i<J--EXIST. NORMALLY -'-,--CLOSED VAL VE I 12' TEMP. HI-LINE WATER 90' BEND VERT/CALLY UP {SEE SECTION A-A BELOW) l4"x14"x12' le£ 1 1 74• BLIND FLANGE / ,"-. / i "-EXIST. 14' WATER TO BE ABANDONED & DETAIL 'El' DISPOSED BY CONTRACTOR N. T.S. 6' BLIND FLANGE 12" TEMP. WATER 90' BEND vERTICALL Y UP 12'xl2"x6" FlxFL TEE San SECTION A-A 90" 1-t"RTICAL BEND N. T.S. Diego Gas & Electric Company Reviewed By: ~~-) Date 8/(p/t'-} Colleen Fino Land Management Representative Valitl for 18 months from date of signatw-e ~ CITY OF CARLSBAD. 1----1--+-----------------1---+--t----t-----i Li£_J ENGINEERING DEPARTMENT ---------------+---+----+---+---, DA TE INlllAL DA TE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\101J07\1007BG42.dwg Aug 05, 2014 7:47om Xrefa: 1007AMAP; 1007WMAP; 1007A1P01; 1007aslte; 1007wstr; 0114T-PA14; 1007auU7; 10078G I I TEMPORARY 12' HI-UNE PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, IJ, & 23(A, 8, C) APPROVED BY: ,~ ~A L JASON S GF.:LDERT . ~ @7z.s'1WLlf_ ENGINEERING M' AGER RCE63912 EXP.09 30 14 fATt' OWN BY: -.c--=c- CHKD BY: _/7,_sJ' RVWD BY· ,\\£. PROJECT NO. C.T. 13-03 DRAWING NO. 480-3A ·I i afr/u Qal QI, 01 Jsp/Kg< II__,,, LEGEN[J: Artificial FHI Plaeell b_y (k:u:.oi!s Ouatcmury Alll1viurn. C!rded Wheni Buri~tl ()uate-rnary Land-slide Deposits (Ju.awrnary Terrace Deposits, Cirdcd Wlwrc Buried Tc11iary Santin~o F~Jrmatiun, Circled Where Buried Jurnssie Santiago Peak .Nfotuvuka11icf. a11<l Crtt.1ce-i,)Ui') Gr.;1.ntics (_LJndiffor~ntiat.:d), Circl~d Where llurie.d Appmx.imak~ Luc,;nliun or Geologic Cotttact, Dotted 1.vhere Buried, Queried where Uncertain Approximate Location of Fault. Arrows Iml.icah:: Dip Dil't:Ction (in degrees), Queried ,,.,h,;;r,;;; Un~.¢rt~i,1 Approximate Limits of Fill, Queried "~·here Uncertain Appn_1,..;:imatc Location of Fault Attitude with Dip (in degree-&) Approximate Location of B~dtlit1g. Attitu<le with Dip (in degrees) Approximate Location of Horizontal lkJJing Attitude ,_·:· Apprn,'(imaie Location of Joint or Frai:tur\' .Attitudt: with Dip (in degrees) Approximate Location of Exi~ting Canyon Subdrain. ·with Ekvation (,in Feet.) Approximate Location of Large-Uia1m:kr Btning by LGC-Valley in Aprit 2014 (6 Total) l[aJ' ---··----- Approximate Location of lluilo,v~Stcm Augi.:r Boring b_y GroSuib in Octub;,;r 2001 (2 Total) ll'•r-l -.:t;_;~ Approx.irnate Location uf Bui.;kd Augi:r by CkuSoils it1 S.:-pkmbcr 2004 f 4 Tutal) a;;; 1,14 ,,,, Approximate Location of Hollow-Stern Auger by GcoSoHs irt Junt> 2010 (4 Total) ' ,, ,-:, t, Appruxin1attJ Lm.:aliuu ofBucki.:t Auger by GcoSoits iu June 20!0 ( I Total) P-'HT ,..;;.;;. T G.'-' c' :.· lmffll Appro,\hnak Lui.:tttiuu uf Holluw-Su:m Auger by Uco;,joils in March 2011 ( l6 Total) Approximate lu.:atkm or t3uckd and 1-lu.liow Su:m Borings by GeoSoib in May 2013 (5 Tol-1:11) - Appwxiimttt: Lucatkm of I [and-Auger by GcoSoib in lvfarch 20 I I t 11 Total) Approximaw Loc.:ition ofTi:5t Pi~ by GeoSoils in January 2002 (26 Tutti)) Apprnx.inl<.He L-oeatiou ufTi.:st Pit by G-euSoils iii Ju.nl: 2010 (9 Total) Apprn.ximatt: Lo1.,Hli<n1 ufTtst Pi1 by G-eo5oils 1fl April 201 l (19 T~tal) CII1J21'.DJ1! Stability/Rt·plac~mcm Fill K<..')" wilh Sul><lrnil1 J\ppmximate Lui:atlu11 of Rcvommcnd-1.)d Canyrni Subdrain Plate 1 -Geotechnical Map "AS-BUILT" 0/~~ '<1>,0rESStotlt.t. DESIGNED BY: JT AM BF HL DATE: JULY 2014 NOTE!! ,t/cy,r:?,GE Oo_ \~ DRAWN BY: J,S, SCALE: AS SHOWN (., rl '<Ji', ~~eJ;/lz I!} '1)' 't, C O N S U L T A4T S PROJECT MGR,: G,O. doitcl"o~~ JOB NO.: 10-1307 EXP, ___ U/Jl,llP D~TE ELECTRONIC DA TA FILES ARE FOR REFERENCE "' --NO. 32014 z. P,E, 32014 ~ "' ONLY AND ARE NOT TO 8£ USED FOR EXP, 12/31/14 I;] 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: HORIZONTAL OR VERTlCAL SURVEY CONTROL, * * Sulte 100 Planning J'"1°?. CIVIi-fie*'<- Carlsbad, California 92010 Processing 760-931-7700 Surveying /41t,,,Q(._,, (2 I() DATE:~//j/ /O-g')Y • 2014 O'Day Consultants, (' OF CAll'a Fox: 760-931-8680 Inc. ODayConsult□nts.com GEORGE DAY RCE: 2014 INSPECTOR DATE BENCHMARK: UcSCRIPTION: 2,5" DISC STAMPED 'CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD, BRIOv'E OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O,S. NO, 17271 {PT. NO. 105) ELEVATION: 45.410 M.SL DATUM: U.S.C. & G.S. NGVD 1929 DA TE INITIAL ENGINEER OF WORK Nol'a-Part \ \ ) ;--'' (Qt) • • PROJECT NAME Robi!rlWll Ra11"1, Tre<( 13,QJ PROJECT NO, 133023-0 f ENG. /GEOL BIHIRKW SCALE I"" 100' DATE ~pr/I 29, 2014 REVISION DESCRIPTION C: \1C1-X17\1007BC13-44,Qwg J~I 25, 2014 3:08pm Xrefo: 1007bg ale, DATE INITIAL OTHER APPROVAL NOTES: !, THIS SHEET IS FOR REFERENCE ONLY. REFER TO SOILS REPORT 2, EXACT LOCA TlON OF CANYON & SUB-DRAIN TO BE DETERMINED IN FIELD BY SOILS ENGINEER J. EXACT LOCA TlON & CONNECTlONS TO STORM DRAIN SYSTEM TO BE AS-BUILT BY CIVIL ENGINEER AND NOTED ON THE AS-BUILT PLAN CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST 1//LLACE PLANNING AREAS 1-11, 13, & 23(A, 8, C} 77 DATE INITIAL DWN BY: ~~-PROJECT NO, DRAWING NO, fl. 573" CITY APPROV,,i, ~~~g ~~: ~V?-, .. C. T. I 3-03 480-3A f·,hfr~u ::ioH !T,alo;1riB! ,,,·, · 24\,c;:.1; .r.ititr..;.'n DrMl may be c•.irmi:n .. -c!ed into, or 1:1.!, th,;;, k,wof-slopfl- l -SY,I 1;;;tt~ ,;;,0inµ,a,,:,il""'.J -to ~o t"6r,·:;eni: r•.cl.Jatf'iu ,;,:;,11Tic.1c1k,is, 2.. Perrneabt•:t ,,,.~tf.i'rl8.1 rn1:1_y t,"? ornvel wr':lppod in if.~i-fo.hri--c U.Jira.i'i !-<ION or Gq,;.ir,;a[.sn[f, 3. 4--~1ch-d;mn0ier, p-1:'Jrk:irn!.fo-d p!p~ {SDR--35 ut oq1.~•HJI-..J-r-1!} wilh perh1n.1lkm~ down -4_ P-1pe-k 1 ITm.lr.tM! (l, ITmirrn.ini 1 µt,n.: .. -M 1t tali. -5 c:[if.,_;r,;::!G -r.:u)~~lf ,,,.,!::ill lu Uc:: wo'ilded at lrnrmloon lo oo[id olll!et ::;~pe. 6, S-otid D!.itlet ptpe'ki ~air) !o gppn:iV-fod Mb1. 7 C:'~anuuta are rnc(irtlf:i1Bf1ded at each properly lline. Toll BrothersI.R.obcTlson Ranch Fill Slope Fill-Over-Cut Slope Cut-Over-Fill Slope Figure 2 Toe of' Slope Urain Detail Eng_,/ GooL BlHi.MCH "' Cmtae:trllct Cut Slope! Fir.st KEYING AND BENCHING L - LlTENT _GF fREE DRAJNH~fJ .:'i-'INO BACKf!LL. MlNIMlJM .t:!_1:£\, ',\'i[_):ff_; 1;rn:gr2 __ Wf~_r;:_+! f.VJ:IB I~ Q81;AJER Ni-\Tl''/E 31-\CKFJU. !.:;-OMPAGTED ]0 MINiMllM 3'T:<, HELA TIVE COll'iF','ICIION P~R AS:TMi':J';;"f.[l l'Ml!-JJMUM ~.!:r-l1MLM 1 CUBIC FOOT PER llNEAH FOOT BIJRRIT!) WPE SUPIJRJI_JN, CONSISTING Of ~ti-I, INGH CRUSHED ROCK '/JRJ\PPED IN :',\IRAFI 140N OR APPROVED EOU1Vf'.LENT 4 IW'.'Ji tl!AME'TE:ft 5cCHEbULE 4Q PER!=GH/1.TED P\1C PIPE TO FLOW TO DAAINA;'3E OE.VlCE Figure 3: Retuining Wall D~tail, Sand Backfill Mor~: Ov.:rslte RQ~k i:s Lqrger- thun 8D in Mc:ixitm.Jm Dimension. Toll Brntlr~r:-;iRobs::rtc,m1 Randi Prnject No. 1HU2J-03 Eng./ G;_:ul. BH-UMCH Ni,\ Dare 4/29/14 Section A-A' OVERSIZE ROCK DISPOSAL DETAIL NOTE!/ /0~ CONSULTA7'FiTs DESIGNED BY: Jr AM BF HL QATE: JULY 2014 "AS-BUILT" DRAWN BY: J.S. SCALE: KS SHOWN Gd°flrM ,.f)f()__~ PROJECT MCR.c G.O. JOB NO.: 10-1307 ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. •2014 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-77CO Fox: 760-931-8680 ODavConsul ton ts.corn Civil Engireering Planning Processing Surveying ENGINEER OF WORK: .,!._LI rl..c' G~ctoiy P.E. 32014 EXP ,_&pt~ REVIEWW, DATE: ¢Jan-./ti~ - INSPECTOR 1 RCE: · 014 N,cite!!- 1} CQt'ltilll.lO!JS R\mS in E-<·C!!;',$.$ <;f .;,c)" Shull Uaae 8" bln,,'l'l~'r,;7· f'[p,t,, 2) Fh1r.1J 20' of Pipe o.t Outlet 5holJ be Solid cmd Boc:kfillad with Fin..,-grnirmd fhakriu!. Proposed Outlet Detail l 1/26.,02 CANYON SUBDRAINS 5' Typi-.;ol C,;irnp,;ir;t~d fill if Re,~rnmertdo:d b,' $:iiJs €ngineer I (30" MdXJ I Key Dime.nsitm1 Per .Soils Ei1glr1e-e:r (Typic~Ht-H/2' O!' !~' M.i1)) _t~IU/lt DATE Jo~t-fi DI .E TYPICAL STABILIZATION FILL DETAIL BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORlr/EAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOUlr/WEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEV Ml ON: 45.410 M.S.L. DATUM: U.S.C. & C.S. NGVD 1929 DATE INITIAL EN GI NEER OF WORK Remove IJnsuitabl~ 1:1 Pmje.ction i-o- Compehnt Mah::rit1I Competent Mo.t~la) Ov!:'r-exc~vate and P.-ecompo:c-t !'-~t~ 1: Removal Bo1 k1m Sfu;iuld bt:-G1'<1J~d Not~ 2: wnere Design Cut LoTs are Wffh Minimwn 2% fo!i ToW-Ord.s .Srreet or Ex-r:o,at~d Entirt>Jy Into Compettmt Other Suitllbfe Area (rrs Determined by Mu·t,¼'i•Jl, Ove,•exrnvuti-']rt Mo.y S·ti/1 be. Soil,;-Engir,eer) to Avoid Pondlrag B.,Jow Re.quited for Hord~Rock Conditiurts o-r for' -Buildlr.3 t,\cthc:.,•iol$ Witl'! 'l-ariob!e Expansion Characttiristks. Cut/Fill Transition Lot Competent Mate:rlol '"De€.per if 5pedfied by SoJls Engine-er CUT AND TRANSITION LOT OVEllEXCAVATION DETAIL -4' Typiuil TYPICAL BUTTRESS DETAIL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL G: \101307\10078843-44.dwg Jul 25, 2014 3:11pm Xrefs: 1007bg NOTES: 1. THIS SHEET IS FOR REFERENCE ONLY. REFER TO SOILS REPORT 2. EXACT LOCATION OF CANYON & SUB-DRAIN TO BE DETERMINED IN AELD BY SOILS ENC/NEER J. EXACT LOCATION & CONNECTIONS TO STORM DRAIN SYSTEM TO BE AS-BUILT BY CIVIL ENC/NEER AND NOTED ON THE AS-BUILT PLAN CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH ltEST VILLAGE PLANNING AREAS 1-11, 13, & 23(A, B, C} 77 OWN BY: PRO,IECT NO. DRAWING NO. CHKD BY· [L,ey:I" RVWD BY: JI'?,. __ C.T. IJ-03 480-JA / ' ' I I I ' i \ I I 60 t---f--lt-------+--- • . •••• I_ !20 f!O too 90 80 70 60 50 t--f--1---+------i----+----+-~-+--+--+---< 50 o· 10· 5 20 PRORLE -S.D. LATERAL @ STA 1+23.1.J 40' SCALE: HORIZ N 1 • "" 40' VERT N ,·"" 8' ao· SCALE: 1'' = 40' CAUTION J.I CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE II ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL -2015 O'Day Consultants, Inc. 40 ~~/~_-,·--ygci:: /.:::/·· ,/ ,/ 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-86B0 OD a }'Consultants. corn f!O too 90 80 70 60 . . ;-~ . ·-----~,-~-~ • i ----~ -'.-------- 1- • . ......... ,,. . -r . --~i /il ~--~ -,..... -= -"> :,c -~ r---~ - 4.-. -. • ;--+----;PR9f'O}E/Jr ) ___ _ , --. --, SURFACE _ • , ' i • ' ' ' i i '. -~ I -;- .. ·(··· ·-:--····j·· i ······t Ff ; , - - -6 5,J.00! P£i -. ..-«,; i ,,}'5{ . ',if'~-~,,·;,~ . Ef(C/JJOFf W:All : ;-' --;----' -- --11)()±:95. J5 CFS 1 120 110 too 90 80 70 60 5 0 !------;----'-----i- D}J8 j{CUfTAi,N LL) ___ ~\-: , IO<!FJ.},! Ff§ ! -+-~~ : ----: 50.,_,•_o=o+-• --+--+--+--~--+---+---2z-+~----J.-+:sl---· -+--+--+---'---+---+--+--1~·,-• o+---+---+----> -•---+----1 -----50 ---:50.r f iii'Di,I,, MS.TAL Pi.~ftpJ/>t,CU{vt, f ~2.~6%' 1------1-----l="""'-f'ij.=rmrn Rl/pRAf!PER d,~4 (5q'x5q'} i O -f5.9{J crs ' : ' : -• ' : ---• • OIRl.42 FPS --------------,ROCKflASS,; No,ZfJACK/N 10(1, J),,/.f , ----,,--_ _,_-+----+------+-- --- -- -- ----- --;_ ---l 7J(~YJ/~t,;;vr;~;fit11At~vA1lABLt.l . • - ---+---~---+--~, -...... I . ; ; J • ' • ; i ' : '-----'-----'-----'------'---'-'--'------'----'----'--'--'--------'--.....l.....--'----'-------'------L.....L..-'--'-'-----'--------'-----'--'---'-'-------'------'------'--'--L-'------'-----'--'-_j_____J 40 0+50 1+00 1+50 2+00 2+50 PRORLE -WILDLIFE CROSSING SCALE: HORIZ N 1" "" 40' VERT N t" "" 8' J+OO 3+50 4+00 4+25 SEE SHEETS 46---51 FOR SPECIF/CATIONS FOR 18' DIAMETER PIPE AND HEADWALLS 110 100 90 80 60 50 i . , r !£X/SllM :CROIJND 120 110 100 90 80 70 60 PRORLE -S.D. LATERAL @ STA J+/4.54 SCALE: HORIZ N 1" "" 40' VERT N ,·"" 8' 90 " ROADWAY SURFACE MAX SPAN = 18' METAL PIP£ CUL vERT (18'-0' DIA.) 'vf-----12'x/2' l't/LDLIF£ CORRIDOR PER £/R i I -Sr~ ---I--;.(· ~-I )\~ + <~ -., • _c_(-<3~~,::,:---" _, ~ FINISH£Q GRAD£ --- '\( ---. ~/, "/ J'--0" FILL NA llvE SOIL Willi ADDED SOIL STABILIZER INSIDE PIP£ PER RESOURCE A/J£NC/£S. DETAIL - 12'x!2' WILDLIFE CORRIDOR NOT 1V SCALE 50 ---- -- -------@BACK OFH£ADWAll ! 40 DETAIL - HEADWALL AT DOWNSTREAM £NO SCALE I"= 10' 100 90 UNGROUT£D RIPRAP PER D-40 {40;(48'} // ROCK CLASS= /:16. 2 BACK/NC;" T=l.f' Civil Engineering Planning Proce;ising Surveyin<3 DESIGNED BY: JT, Ml, BF, HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 10-1307 "AS-BUILT" GEda c?o;t-(_/ 'z27 f------------------------1 P.E. 32014 EXP. lrJiJ,j.e0- ENGINEER OF WORK: RpJl:&, INSPECT~ ,Li..,.Le> r-----d-12 GEORGE ODAY DATE: 7/4:Jllf" RCE: 3'014 1t,le~IL8 DATE t0-/5-t? DATE FILTER BLANKET= 1/4" A/JGR£/JATE ,/ 12' THICK. 1:10 MAINTENANCE ROAD AVA!lABlt. BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER or CANNON RD, BR/DC£ 01-f"R AGUA H£DIONDA CREEK. 120 F££T SOUTHWEST OF £L CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DATUM: U.S.C. & C.S. NIJVO 1929 80 70 t------+---1 ~ ~-~-70 EXISllNGGROUND ---, @ FACE OF HEADWALL 60 50 NOTE!! DETAIL CONSTRUCT 4-W/RE CABLE RAILING PER 2010 CAL TRANS RSP 811-47 SECTION A-A ON TOP OF HEADWALLS HEADWALL AT UPSTREAM £NO SCALE· I" = 10' l-----+--1--------------+------1--------l------+-------1 I SH4ESET I CITY OF CARLSBAD ~ ~=::::::'...:::::=:::E:::N:::Gl:::N:::EE:::R:::IN::::G:::::::D:::EP::::A:::R::::TM::::E:::N::::T==:::'...'~=:==: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE 77 PLANNING AREAS 1-11, IJ, & 2J(A, 8, C) 1------+---1----------------------1-----1--------1---+---1 ~A=P=PR=o=v=ED=B=V/=L)c;4=tEMJt JASON li~~!'JT CITY ENGINEER~ RCE 63912 EXP. 09 30 16 DATE l#-+~~-~~~-.µ,:,4~A~a~~~v'.__!_'._m~~~s~H.~rr~r.~,~AN.~~~~~L~c.~~~~~s~m~c __ _j __ ---1--_ _g)Ms ~~ ITIAL DATE INITIAL DA E INITIAL ENGINEER OF WORK REVISION DESCRIPTION Oll-lER APPROVAL CITY APPROVAL G:\101~07\1007~C45.~wg Jur 24. 2015 10.21o~ Xrels: 100/~G: 1lJlJ/bst,; 1UIJ/brrup; 1UU/bull: 100/\\'S--R; 1007ulµ01; 1C07uul 7: 1C07ws,: 100/l,~rd DWN BY: __ __ CHKO BY: 'f'.S.l RVWD BY: ,;e,f/.. PROJECT NO. C.T. 13-03 DRAWING NO. 480-JA " . I .I i ! \_ ~ 2 Gl 2 C s: co m :0 □ ll i 2 Gl 2 C s: co m :0 CJ I 2 Gl 2 C: s: co m :0 C □ ,I=:-=e:o Ul e>i 0 ,I=:-- -002 ~,9Gl w2 ...I l>c ...J ~ m :0 ' ---------------------------------------------------------------------------------------------------------------- ~-----------·---------------------------------------_, --------------------------------------------------------------------------------------------'' ----------~ I ' ' SPECIFICATIONS FOR MANUFACTURE AND INSTALLATION OF CONTECH MUL Tl-PLATE® ROUND PIPE I -GENERAL 1.0 STANDARDS AND DEFINITIONS 2.0 1.1 STANDARDS -All standards refer to latest edition unless otherwise notecl. 1.11 ASTM A-761 "Corrugated Steel Structural Plate, Zinc Coated for Field-Bolted Pipe, Pipe-Arches and Arches" (AASHTO Designation M-167). ·J.1 2 AASHTO Standard Specification for Highway Bridges-Section ·12. 1. 1.3 AASHTO Standard Specification for Highway Bridges -Section 26. 1.2 DEFINITIONS 1.2.1 Owner-In these specincations the word "Owner'' shall mean Toll Brothers Inc. 1.2.2 Engineer-In these specifications the word "Engineer'' shall mean the Engineer of Record or Owner's designated engineering representative. 1.2.3 1.2.4 Manufacturer -In these specifications the word "Manufacturer" shall mean CONTECH Construction Products Inc. 800-338-1122 Darwin Dizon, Sales Engineer. Contractor -In these specifications the word "Contractor" shall mean the firm or corporation undertaking the execution of any installation work under the terms of these specifications. 1.2.5 Approved -In these specifications the word "approved" shall refer to the approval of the Engineer or his designated representative. 1.2.6 As Directed -In these specifications the words "as directed" shall refer to the directions to the Contractor from the Owner or his designated representative. GENERAL CONDITIONS 2:1 The Contractor shall furnish all labor, material and equipment and perform all work and services except those set out and furnished by the Owner, necessa,y to complete in a sat sfactory manner the site prepamtion, excavation, filling, compaction, grading as shown on the plans and as described therein. co 2.2 Prior to bidding the work, the Contractor shall examine, investigate and inspect the construction site as lo the nature and location of the work, and the general and local conditions at the construction site, including without limitation, the character of surface or subsurface conditions and obstacles to be encountered on and around the construction site and shall make such additional investigation as he may doom nocessa,y for the planning and proper execution of the work. If conditions other than those indicated are discovered by the Contractor, the Owner shall be notified immediately. The material which the Contractor believes to be a changed condition shall not be disturbed so that the owner can investigate the condition. 2.3 The construction shall be performed under the direction of the Engineer. 2.4 All aspects of the structure design and site layout including foundations, backfill, end treatments and necessary scour consideration shall be performed by the Engineer. Any installation guidance provided herein shall be endorsed by the Engineer or superceded by the Engineer's plans and specifications. II -MULTI-PLATE ROUND PIPE. 1.0 GENERAL 1.1 Manufacturer shall fabricate the MUL Tl-PLATE Round culvert as shown on the plans. Fabrication shall conform to the requirements of ASTM A-761 and shall consist of plates, fasteners, and appurtenant items. Plate thickness, end treatment and type of invert and foundation shall be as indicated on the plans. All manufacturing processes including corrugating, punching, curving and required galvanizing shall be performed within the United States of America. 1.2 The contractor shall verify all field dimensions and conditions prior to ordering materials. 2.0 DIMENSIONS 2.1 The proposed structure shall be a MUL Tl-PLATE Round with the following dimensions: Diameter: 18'-0" Gage: 3 2.2 All plan dimensions on the contract drawings are measured in a true horizontal plan unless otherwise noted. 3.0 ASSEMBLY AND INSTALLATION 3.1 Bolts and nuts shall conform to the requirements of ASTM A-449. The structure shall be assembled in accordance with the plate layout drawings provided by the manufacturer and per the manufacturer's recommendations. Bolts shall be tightened using an applied torque of between 100 and 300 IL-lbs. 3.2 The structure shall be installed in accordance with the plans and specifications, the manufacturer's recommendations, and AASHTO Standard Specification for Highway Bridges -Section 26. 3.3 Trench excavation shall be made in embankment material that is structurally adequate. The trench width shall be shown on the plans. Poor quality in situ embankment material must be removed and replaced with suitable backfill as directed t,y the Engineer. 3.4 Bedding preparation is critical to both structure performance and service life. The bed should be constructed to uniform line and grade to avoid distortions that may create undesirable stresses in the structure and/or rapid deterioration of the roadway. The bed should be free of rock formations, protruding stones, frozen lumps, roots, and other foreign matter that may cause unequal settlement. 3.5 Be,lding shall provide a minimum of 4,000 psf bearing capacity. Foundation details for bearing capacity less than 4,000 psf shall be approved by !he Engineer. 3.6 The structure shall be assembled in accordance with the Manufacturers instructions. All plates shall be unloading and handled with reasonable care. Plates shall not be rolled or dragged over gravel rock and shall be prevented from striking rock or other hard objects during placement in trench or on bedding. When assembled on a cast in place spread footing, the structure shall be assembled in the footing starting at the'upstream end. When assembled on a full invert or on flexible footing pads, the invert or footing pad shall be placed starting at the downstream end_ The structure shell shall be assembled on the invert or footing pad starting at the inlet end. Circumferential seams shal I be installed with the plate laps shingled downstream as viewed from the inside of the structure. The structure shall be backfilled using clean well graded granular material that meets the requirements or AASHTO M-145 For soil classifications A-1, A-2 or A-3. Backfill must be placed symmetrically on each side of the structure in 6 to 8 inch loose lifts_ Each lift shall be compacted to a rninimurn of 90 percent density per AASHTO T-180 3.7 Construction loads that exceed highway load limits are not allowed to cross the structure without approval from the Engineer. Normal highway traffic is not allowed to cross the structure until the structure has been backfilled and paved. If the road is unpaved, cover allowance to accommodate rutting shall be as directed by the Engineer. --------------------~ COBBLES ~--+-1 -----WELL GRADED GRANULAR-------<1--SILT & CLAY 3" 1½" ¾" #4 #10 i/40 #100 #200 100 ~c--+'---------1--------------------~ .......... ,, 9Q ~,---l---t-------1--+---tl---------l ' 80 · !----+-----____ ,..,_,--t----+-------+--+--t-------j CO' ', -'= 70 ---s---+-1--+------+,~-+-------+--1----1---------f ~ ' I 6or-+---t-+--+-----+-'-,--"f~-=-------+--+---t-------j --rn ----~ 50 +-+---+--+-l-----~1----4----.... ~, ~ .. '""""'"~· -~ '"·~~ • ~ ' & 40 •• "m mm,m~•-~ --•~-l--t------1•--,.,-~,"-~" -----"mm-•• r->-,,ye•-->---+---------, '~ '·---30-f-+, --+--f--="',~,---f---j------+-+--+------1 20 -f-+---t---------------'"'-ls:::--+-------t----+--1-------1 ~ 1 : tt=t=t=:=1==r==~====±~t:t====j ' ' ' 10000 1000 1.00 010 MP ROUND GROUP CLASSIFICATION I A-1 A-2 A-3" Sieve Analysis Percent Passing No. 10 (2.000 mm) No. 40 (0.425 mm) 50 max. 51 max. No. 200 (0.075 rnrn) Characteristics of Fraction ·· 1 · --------------+-------- 25 max. 35 max. ·JO max. "·-.. .. , .... , ....... ·•. ,. , ... ·-.. , .. 1----------------1-------+--------1 ""· .. ------, Passing No. 40 (0.425 rnrn) Liquid Limits Plasticity Index Usual Materials Adapted from MSHTO M-145 6 max. Stone Fragment, Gravel and Sand 40 max 10 max. Gravel or Sand With Silt or clay Non Plastic Sand • Fine beach sands, windblown sands, stream deposited sands, etc., exhibiting fine, rounded particles and typically classified by AASHTO M-145 as A-3 material should be avoided. c-<I/, NTECH® ENGINEERED SOLUTIONS LLC www.ContechES.com 700 Tech Drive, Winchester, KY 40391 8-59-7 44-3339 859-7 44-9665 FAX [ CONTRACT J _ DRAWING _ 0 01 CAUTION!! CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXIST/NC UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION! 1---+---+----------1----+---1---+---+ ~6 CITY OF CARLSBAD I SH~~-T __ s I ;:LJ:§_j=:::::::::..::==:::E:::N:::Gl:::N::EE::R::IN::::G=:DE::P::::A:::R:::TM:::E::N::::T===-:=4:::::::.J~ NOTE II ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ft 2015 O'Day Consultants, Inc. CONSULTA"NTS 2710 Loker Avenue West Sui\e 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com Clvfl Engineering Planning Processing Surveying DESIGNED BY: JT, AM, BF, HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 10-1307 *" AS-BUiLf'i h,.RMl-k¢: i----------------1 P.E. ,052--IC., EXP.12--'3l·/9 ENGINEER OF WORK: DATE:/, f?..[1// £ RCE: / 32-014 REV~;;;~,,~----- INSPECTOR 4-S-l°l DATE BENCHMARK: DESCRIPTION: LOCATION: 2.5" DISC STAMPED "CLSB-105, LS 6215" IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEDIONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0.S. NO. 17271 (PT. NO. 705} ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & G.S. NGVD 1929 i-~---;-~-~l!:,-X::-i-h--~---,,'.R-i-c14"1\'AD-;cD""'£,"'V'T!"'Hl"'S'S,"'H£,-;c;'E=c;T,--A-;-;N,-;;;1/MccA,-,-L 'C."''RO""Sc;;cSl,c;;cWc;c;C--i----t---t,1,,--.,LtfT~r-,1J.r Di\TE: (i DA TE INITIAL DATE 'INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C:\Users\Jo~onS\oppdoto\lO!;oi\temp\AcPubheh_J904\1007BG46-51.dwg Jun 24, 2015 10:21am Xrefs: 1007BC GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, /J, &-2J(A, 8, C) - 77\' APPROVED BY: _7(-(/ , A, } JASON S. GELDERT (~ / -t•Z'f• /~ CITY ENGINEER ✓ RCE 63912 EXP. 09/30/16 DATE DWN BY: CHKD BY: l'.S.) RVWD BY: -1'-'!1· PROJECT NO. C.T. 13-03 DRAWING NO. 480-3A Cl :ti i 2 (j) 2 C s: I Ill m :ti Cl :0 i 2 (j) 2 C s: OJ m :ti ' ~----------------------·--··- CAUllON !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. • 2015 O'Day Consultants, Inc. 33 HOLES APPROX. 18' C,C, IN NEAREST 38 HOLES APPROX, 18' C.C. IN NEAREST CREST OR VALLEY, APPROX, 6' FROM CREST OR VALLEY, APPROX. 6' FROM THE EDGE AS SHO',,IN FOR 19' x 5' THE EDGE AS SHO',,IN FOR 19' x 5' HOOK BOLTS, HOOK BOLTS, "" FLOW ---~~ ! I I · I I I r I I I I I I - BOTTOM CENTERLINE LENGTH == 226' -----------------------------------·--------------------------------------------------------------------------------- T1 T2 T10 T3 T4 10 PLATE STRUCTURE T5 INLET END NOTE PLATE N.T.S. T6 T7 VIEW LAPPING INLET OUTLET TYPE STRUCTURE ROUND SIZE 216 1------1 SPAN = 18' -0" RISE • 18' -0" T9 T8 PLATE LAYOUT ---INSIDE VIEW rs" = 1 • =o" 8' -2" 7 o'-5 7 /8" 0.0266 I 1 rt--------------------1 11------------------=~ < ELEVATION VIEW -INLET END GRADE CORRECTED FOR 2.66% SLOPE N.T.S. AND ~~NTECH. ENGINEERED SOLUTIONS LLC www.ContechES.com 700 Tech Drive, Winchester, KY 40391 859-744-3339 859-744-9665 FAX -----------\ PLAN VIEW -OUTLET END SKEW CUT @ 114.4' 114.4'_=, GRADE CORRECTED FOR 2.66% SLOPE N.T.S, ~1~...-r~a.r ~.,.,. 1 ;;.vn STRUCTURAL PLATE CONTRACT DRAWiNG 8 PLAT 1 &" E WIDTH FLOW DETAIL A N.T.S. --' F J¢ (> t,"-., -+o 0 (; " Q I I , I , rBOl I I 0 I " " ' I I , I, I I , I ,I ' , , ., , "'-~Ti:-.__ ' .., SEE PLATE LAYOUT FOR PLATE EDGE LAPPING OM C.L. 1 . 00" IMPORTANT ASSEMBLY INSTRUCTIONS WILL BE SHIPPED WITH THE STRUCTURE. THEY ARE LOCATED IN THE BRIGHT COLORED BUCKET, IMPORTANT WHEN BEGINNING ASSEMBLY, BE CERTAIN PLATES ARE ORIENTED SO BOLT HOLE PATTERN MATCHES THAT SHOWN ON THIS DRAWING AND ASSEMBLY INSTRUCTIONS. TORQUE NOTE PLATE LAPS M!JST BE PROPERLY MATED IN A TANGENT FASHION USING PROPER ALIGNMEITT TECHNIQUES AND ADEQUATE BOLT TORQUE TO SEAT THE CORRUGATION. FOR PLAIN, GALVANIZED PLATES, AN INSTALLATION BOLT TORQUE OF 100-:IOO f\-lbo IS RECOMMENDED. WHEN SEAM SEALANT TAPE OR ASPHALT (SHOP) COATED PlATES ARE USED, BOLTS SHALL BE INSTALLED AT 150-:IQO f\-lbs AND RETIGHTENED TO THESE LIMITS AFTER 4 TO 6 HOURS, TORQUE Lf.VELS ME FOR INSTALLATION, NOT RESIDUAL, IN-SERVICE REQUIREMENTS. "[HE ASSEMBI., Y BOLTS AND NUTS ARE SPECli\U,Y f)[lSlCNED V1ilTH ROUNDED OR SPHERICAL THIW1\TS FOR FITTING E!THERTHE CR!!ST OR VALLEY or THE CORRU(;AT!ONS, PROVIDLV; MAX!lvlUM BEAIUNG (.:ON'I AC r AREA WHH THE PLATES WITHOUT THf: USE OF WASHERS. NOTE THAT THE BCJL1S AND NUTS SHOU1 .D BE INS'f ALUlD SUCH Tl l;\T Tl IU HOUNDED PORT I.ON l$ lN CONTACT WITH THE PLATES. PlANT ORDER NO. OR00258544 """"'"° 1' SALES ORDER NO. 450619-030-MP-FAB-B 058-Z7R5B7 PROJECT No,: SEQ. Nv., DATE: Rancho Castera (Robertson Ranch) -Structure San Diego, CA Toll Brothers -Orange 450619 DESIGNED: 30 2/1712015 DHAV'/N: JSC 725 Town & County Road, Suite 500 Orange, CA 92866 CHECKED: SHEET NO.'. 1 /<?PROVED: OF 5 ~-------------------------------------------------- ' ~· CITY OF CARLSBAD I s47T I ENGINEERING DEPARTMENT DESIGNED BY: JT. AM, BF, HL DATE: JULY 2014 *"As:...su1LT" BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" GRADING PLAN FOR: RA1VCHO COSTERA ROBERTSON RANCH WEST 1//LLACE DRAWN BY: J.S. SCALE: 16 SHOWN PROJECT MGR.: G.0, JOB NO.: 10-1307 :B,.,,, 4,4 4-S-19 PLANNING AREAS 1-11, 13, & 2J{A, 8, C} . I/ -JASON S. . ~ 77 GELDERT f------------------1 P'.E. c.,'oc.l<,. EXP.lZ-31-\"I DATE LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOUTH/1£ST OF EL CAMINO REAL APPROVED BY:/4",. ·, / MJ· 'l· 2'f, IS 2-110 Loker Avenue West Suite 100 Corlsbod, Colifornlo 92010 760-931-7700 Fox; 760-931-8680 ODayConsultonts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: GEORGE " REV!JtWED BY: //,,t4 ' "1---~DA-"TE=:~faf/lf' RCE: 3' 014 INSPECTOR /o-g-19 DATE .-- RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) -~/r '5.a'. /4\ ADDED THIS SHEET, ANIMAL CROSSING ATE ~NITIAL ELEVATION: 45.410 M.S.l. DATUM: U.S.C. & G.S. NOVO 1929 ENGINEER OF WORK REVISION DESCRIPTION C: \Users\)osonS\oppdoto\loco!\temp\AcPubllsh_J904\1007BC46-51.dwg Jun 24, 2015 10: 22om Xrtif~; 1007BG . ----------· --,------,-' -- CITY ENGINEER -RCE 63912 EXP. 09/30/16 DATE '/-·Z'f,tf .:t,,: DWN BY: PROJECT NO. DRAWING NO. DATE INl'nAL DATE INITIAL CHKD BY: i$.i OTHER APPROVAL CITY APPROVAL RVWD BY: J1,i.. c.r !J-03 480-JA 0 I \I I 08'1315 -lJ ~ 2 G) 2 C s: OJ m lJ Cl lJ ~ 2 G) 2 C s: OJ m lJ Cl I 2 G) 2 C s: OJ m lJ CAUTION J.I CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXIST/NC U17LIT/£S IN TH£ FIELD PRIOR TO CONSTRUC170N! NOT£!! ELECTRONIC DATA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL •2015 O'Day Consultants, Inc. 2· -0" 0 I fl ' • 0 0 0 0 0 • 0 0 0 0 0 0 0 0 DETAIL B N.T.S. 12' PLATE 6" typ. 0 0 ~ r O -,--, -,-,-.:-J , -,--, -,--, -,-.~ 0 0 0 • 0 0 0 ~oooOOOlt:JQOO ,;,,:,o 0 0 MULTI-PLATE 3/ 4" BOLT AND NUT ~ I-LENGTH I -1"R )'-r-,-,--,....,~,-"T"~-r--,-,-,c-,--J e- l- V '-3/4" -10 UNC-CLASS 2A \.__..) 1--LENGTH ± 1 / 16" --1 SEE ORDER HEAVY HEX BOLT I-.... FLOW 2" BOTTOM WITH 0 0 g~" typ. ~ ..1--l 12' PLATE 0 0 2" Lip 0 I BOLT & NUT WEIGHT PER 100 PCS. 1-1/4" 32# 1-1/2" 35# 1-3/4" 2· 39.5# () 0 O a O Q O O Q O O ~ O O 01/ Q O Cl Q O O o 4 f...,'t0 ___; 0 :__.::._0 __:•w1:::2:_: ___ ~:_·_· ... ' ... ~ 0 ~~ .. 0 0 or O O ! 0 jjf O O O O O O • 0 0 0 • 0 0 0 3• 52.5# O O O ~ 0 Q o 17 2" PLATES ARE FASTENED 3/4" DIA. MULTI-PLATE BOLTS (ASTM A449) N.T.S. • = Long Bolt o = Short Bolt 12' MULTI-PLATE ROUND PIPE SEE PLATE LAYOUT FOR PLATE EDGE LAPPING PLATE ~!tNTECH. BY DESIGNED BY: JT, AM, BF. HL DATE, JULY 2014 DRAWN BY, J.S. SCALE, PS SHOWN PROJECT MGR.: G.0. JOB NO., 10-1307 ENGINEERED SOLUTIONS LLC www.ContechES.com 700 Tech Drive, Winchester, KY 40391 859-744-3339 *" AS2:BUILT" ~~ 4-S-19 0 0 C O N S U L T A'N T S 1---------------J P.E. G,1:>2.1 (o EXP 12.-3l-!'J__ DATE 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 0DoyConsultants.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: bnt U:O~ GEORGO'DAY DATE:(,flf,( RCE: 71-J014 REVIEWED JjY: . ~~l.,,,W1--- 1NsPEcroR l'O-~LL • DATE C(~~Mj~u• • ■ un STRUCTURAL PLATE [ CONTRACT ·7 _ DRAWING _ , .. ' BENCHMARK: 1 • SPHERICAL RADIUS 3/ 4 • -10 LINC-CLASS 28 HEAVY HEX NUT NOTES; 1, BOLTS AND NUTS SHALL BE GALVANIZED AND MEET THE PROVISIONS OF ASTM A-449, lYPE 1, AND ASTM A-563, GRADE C, RESPECTIVELY. 2. DIMENSIONS SUBJECT TO MANUFAGTURING TOLERANCES. 3. THREADS TO PROVIDE A FREE RUNNING FIT AFTER GALVANIZING. 4. THE THREE RADIAL LINE MARKING ON BOLT HEAD IS OPTIONAL MULTI-PLATE NUTS 20# BOLT USAGE PLATE BOLT GAGES LENGTHS 12 TO B 1-1/4" & 1-1/2" 7 & 5 1-1/2" & 1-3/4" 3 & 1 1-1/2" & 2' IMPORTANT 3/4N HEAVY HEX BOLT & NUT ASSEMBLY INSTRUCTIONS WILL BE SHIPPED WffH THE STRUCTURE. THEY ARE LOCATED IN THE BRIGHT COLORED BUCKET. N.T.S. IMPORTANT WHEN BEGINNING ASSEMBLY, BE CERTAIN PLATES ARE OR!ENTED SO BOLT HOLE PATTERN MATCHES THAT SHOWN ON THIS DRAWING AND ASSEMBLY INSTRUCTIONS. TORQUE NOTE PLATE LAPS MUST BE PROPERLY MATED IN A TANGENT FASHION USING PROPER ALIGNMENT TECHNIQUES AND ADEQUATE SOLT TORQUE TO SEAT THE CORRUGATION, FOR PLAIN, GALVANIZED PLATES, AN INSTAUATION BOLT TORQUE OF 100-300 Jt-lb• IS RECOMMENDED. WHEN SEAM SEALANT TAPE OR ASPHALT (SHOP) COATED PLATES ARE USED, BOLTS SHALL BE INSTALLED AT 150-300 ft-lbs AND RETIGHTENED TO THESE LIMITS AFTER 4 TO 6 HOURS. TORQUE LEVELS ARE FOR INSTAUATION, NOT RESIDUAL, IN-SERVICE REQUIREMENTS, T.IIE ASSEMBLY BOLTS AND NUfS ARE SPECIALLY DESIGNED wrnl ROUNDED OR SPHERIC/ll. THRO,\TS FOR Fl'ITING fffHER THE CREST OR VALLEY OF THE COHRUGAllONS, l'ROVTDtN-(.i MAXJ.MIJM HHARI.N:G CUNTACJ' AH.EA WITH THE PLATES WITHOUT THE USE OF IV/ISHERS. NOTE THAT THE BOLTS 1\NO NUTS SfIO\/LD BE INST,\LLEIJ S!JCII THAT THE ROUNDED PORTION IS IN CONTACT WlTf-l THE PLATES. PLANT ORDER NO. OR00258544 """"'"° 1, SALES ORDER NO. 450619-030-MP-FAB-B 058-Z7R5B7 Rancho Castera (Robertson Ranch) -Structure San Diego, CA Toll Brothers -Orange PROJECT No.: 450619 DESIGNED: SEQ. No.: DATE; 30 2/17/2015 DRAWN: JSC 725 Town & County Road, Suite 500 Orange, CA 92866 CHECKED, APPROVED: SHEET NO. 2 OF -------------------------- 5 f-------+--+-----------l-------l----l-----l--1 I S4HE8ET I CITY OF CARLSBAD ~ :=:::::::::=:::'.-=:=::::E:::N:::Gl::N:::EE:::R:::IN:::G:::::::D:::EP:::A:::R::::T:=ME::N:=T=:==::::..:~::::::=:=:::'. CRADINC PLAN FOR: 77 DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, 13, & 2J(A, B, C} LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA f!EDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO 17271 {PT. NO 105) ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & G.S. NGVO 1929 C,µs/ts:.~0-"-cR_ /4\ ADDED THIS SHEET, ANIMAL CROSS/NC oi'ii'f: ifNITIAL ENGINEER OF WORK REVISION DESCRIPTION C:\U~ers\Jo~onS\oppdato\locol\lemp\AcPubli~h_J9(l4\1001BG46-51.dwg Jun 24, 2015 10:22010 Xr~fs: 1007BG ~·Z'I ·IS -::S:S< DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED BY: // (j /, f 1 1 J..J.. JASON S. GELDERT J.r.,,.MA ~·Z.'f•/5 CITY ENGINEER / DWN BY:~-- CHKD BY: \'<!,.I RVWD BY: -ls-~- 'RCE 63912 EXP. 09/30/16 DATE PROJECT NO. C.T. 13-03 I DRAWING NO. . 480-3A I I I I ' ' J • ' ' i 2 [;J 2 C s: Ill m :0 □ :0 i 2 [;J 2 C s: Ol m :0 □' :0 J::, ~· 2 [;J 2 C s: Ol m :0 I ~ ,n ~ ~ ~ 0 ~ 7 ~ " ;;; Cl ,-z lU 0:. "' => " "' ~ :t ~ m 6 ;;; 0 ,o " i ii ! "' " z ~ "' Q ~ "- ;= I J CJ ;, 0 '" d, ;;; 0 ,,, j'. m ,.. ,o 0 ~, 6 i5 0 •n j'. w > ;= ~ tJ w , ~ INLET SKEW 90 BEVEi ,0266 I C 1-3/8" FLOW 3" SPACING = 4 HOLES PER FOOT STANDARD 6 OR 8 HOLES PER FOOT FURNISHED ON SPECIAL ORDER. -2-3/8" 3-3/8" ..,,-+-o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o+--.- t ' ,.., o l ~ CIRCUMFERENTIAL SEAM HOLES IN CREST I )/ ~ - ....l----1-1-C.l'1 CIRCUMFERENTIAL HOLES ARE 1 " DIAMETER V 9.6• 1 -~--IN ALL PLATES EXCEPT 9PI. ( HOLES IN SPACING -9PI PLATES ARE 7 /8" x 1-1 /8" SLOTS ). --,----IJ-0 '---t - lo LONGITUDINAL SEAM HOLES ARE 7 /8" DIAMETER AND ARE LOCATED I I AT ALTERNATE CREST & VALLEY 0 0 0 0 0 0 0 0 ,.....__ 0 0 0 0 '-- ~ ~ 0 3: 3: ...J t:i ~ z 15 3-3/8" ='::=:t:l=~-~o~_~o::.__~o:....____..:02.__~o'..._~o~_~o::.__~o:....____..:02._D I J i------NET LENGTH = 10· -o" OR 12· -o·-----' -~--_,_ 1-3/8" ~ 2-3/8" i-----OVERALL LENGTH = 10'-4" OR 12' -4" ------i INSIDE VIEW INSIDE SURFACE \ 6" x 2" CORRUGATION NET WIDTH , IN. OVER-ALL SPACES WIDTH AT 9.6 NOMINAL DETAIL INCHES INCHES 9 Pl 28.8 28-13/16 33-9/16 3 15 Pl 48,0 48 52-3/4 5 18 Pl 57,6 57-5/B 62-3/8 6 21 Pl 67,2 67-3/16 71-15/16 7 24 Pl 76.8 76-13/16 81-9/16 8 NOTES : 1, ALL DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 2, STANDARD 3/4" DIA, BOLTS ARE USED WITH THE HOLE PUNCHING AS SHOWN. FLOW NUMBER OF CIRCUMFERENTIAL BOLT HOLES 4 6 7 8 9 3. IF 1 GAGE PLATE IS USED, BOLTING PATTERNS FOR EITHER 6 OR 8 -3/4" DIA. BOLTS PER FOOT MAY BE SPECIAL ORDERED. 4, IF 7 /8" DIA. BOLTS ARE REQUIRED, A1.J. HOLES ARE 1 • DIA. & STD. PATTERN IS 8 BOLTS PER FOOT. 5. FOR STRUCTURES WITH HEADWALLS, TOEWALLS OR FOOTINGS, THE DESIGN SHOULD ALLOW FOR THE 2" LIP AT _EAQ!:j END OF THE STRUCTURE. OUTLET 114.4 .0266 MULTI-PLATE UNCURVED PLATE DETAILS N.T.S. l'YPE STRUCTURE ROUND SIZE 216 SPAN = 18' -0" RISE = 18'-0" LENGTH O CJ.. 226' -Q" TM de,;.lgn and 1Momw1icn ilMWfl r>n thi5 drawing i,;. provided BOLTS AND NUTS SHALL BE GALVANIZED AND MEET THE PROVISIONS OF ASTM A-307, GRADE A AND ASTM A-563, GRADE A, RESPECTIVELY. 1 " Spherical l 13/16" I I 1-1/4" I NOTES: R Radius~ 19" / ...... 3/4"-10 UNC I/ /1\ Threads \ '/ 3/4" NUT ' ' - 11 /16" Diameter -- ~ -- <t. _/ 9/16" ±3/16" " 5" VARIES 3/4" HOOK BOLT 7 3/4"-10 UNC Threads 1) Hook bolt hole placement -specify the circumferential spacing af the holes. A spacing of 6 Pl ( 19") is typically used. Specify the distance in from the edge of the plate. The holes±will be located in the nearest corrugation crest or valley to the dimensions specified. 2~J Hook bolts lo be used with two nuts per bolt. Dimensions subject to manufacturing tolerances. The Standard Headwall Hook Bolt lengths are 1 g• x 5" for Steel structures; 10" x 3" and 19" x 5" for Aluminum structures. The standard Footing Hook Bolt length for Aluminum structures is 10" x 3". N.T.S. STRUCTURAL PLATE HOOK BOLT AND NUT IMPORTANT ASSEMBLY INSTRUCTIONS WILL BE SHIPPED WITH THE STRUCTURE. THEY ARE LOCATED IN THE BRIGHT COLORED BUCKET. IMPORTANT WHEN BEGINNING ASSEMBLY, BE CERTAIN PLATES ARE ORIENTED SO BOLT HOLE PATTERN MATCHES THAT SHOWN ON THIS DRAWING AND ASSEMBLY INSTRUCTIONS. TORQUE NOTE PLATE LAPS MUST BE PROPERLY MATED IN A TANGENT FASHION USING PROPER ALIGNMENT TECHNIQUES AND ADEQUATE BOLT TORQUE TO SEAT THE CORRUGATION. FOR PLAIN, GALVANIZED PLATES, AN INSTAUATION BOLT TORQUE Of 100-300 ft-lbs IS RECOMMENDED. WHEN SEAM SEALANT TAPE OR ASPHALT (SHOP) COATED PLATES ARE USED, BOLTS SHALL BE INSTAU.ED AT 150-300 tt-11,s ANO RETIGHTENED IO THESE LIMITS AFTER 4 TO 6 HOURS, TORQUE LEVELS ARE FOR INSTALLATION, NOT RESIDUAL, IN-SERVICE REQUIREMENTS. THE ASSEi\:lBLY ilOL'fS ANU NUTS ARE SPECIALLY DES1GNLb WJTHKOUNDED OR Sf'HERlCAL THltOATS FOR FlTTIN<J .EITHER THE CREST OR VALLEY OF THE CORRUGATIONS, PROVIDING i'.IAXIMUM Bl:.'AR!NCi CONTACT AREA WJTLl THE PLATES WITHOUT THE USE OF WASHERS. NOTE THAT Tiff BOLTS AND .~UTS SHOULD llE JNSTALLElJ SUCH THAT THE ROUNDED PORTIO'\ ISL\ CONTACT WITH THE PLATES. PLANT ORDER NO, OR00258544 """"'""f, SALES ORDER NO. 450619-030-MP-FAB-B 058-Z7R587 PROJECT No,: SEQ. No,. DAfE: ~ :::; a: lU :;; ,,, 8 m, a Gervh;e to th,:i i:ir0Je1.;\ r.•l'lnH, 7rll)inew and cos1\rn:.;l,;ir ~Y -~-~ Coc1t.ech '611l)im11;1red $oiul10n~ LLC {'Con!oah"). Noither this l--+----+----------------+--1 di;iwing, rwr iiriy part iheri:,o!, may be u,;eo, rnprodu~d or ___ _ mod!fiiHI In any u1arrn1;1 -Ni!hmit \ilu prior vHi\tt-n ~omrnn1 ol 1--+----+----------------+--I C<J(l\i.l~h. faiilJfO j,; o;mply j:;i don" ill th,;; USl>t'S own rklk-tind Comcd1 {JJ(p/'C'.<Siy di$<::l;;iln:; uny lm[)ility or iS'.lJJOm;iJJ;hly for ---- sw...n u,;e. 1--+----+-----------------1----1 -----·· CfJNTECH. ------.. ~ --------ENGINEERED SOLUTIONS LLC A.¾i~IUIL~• ~"lliiliiiVD STRUCTURAL PLATE Rancho Costera (Robertson Ranch) -Structure San Diego, CA Toll Brothers -Orange 450619 DESIGNED: 30 211712015 DRAWN: JSC CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON.I NOTE II ~ w J ~ ~ ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. •2015 O'Day Consultants, Inc. 5128/2015 DATE 2710 Loktir A,;enue West Suite 100 Carlsbad, Col!fornla 92010 760-931-7700 Fox: 760-931-8660 ODoyConsul ton ts.com --------www.ContechES.com PER REVIEW NOTES JSC 700 Tech Drive, Wincheste,, KY 40391 REVISION DESCRIPTION BY 859-744-3339 859-744-9665 FAX .. --------------------1 Clvil Engineering Planning Processing Sur..,eylng DESIGNED BY: Jf, AM, BF, HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 10-1307 1------------------1 P.E. (o'i:,'2:.I(,, EXP. !Z-31-19 ENGINEER OF WORK: k= cY' GEORGE O'DAY DATE: (,/!fi/;f RCE: 3'014 INSPECT DATE (0-8-IC/ DATE [-CONTRACT DRAWING l 725 Town & County Road, Suite 500 Orange, CA 92866 CHECKED: SHEET NO.: APPROVED: 3 OF 5 ~ CITY OF CARLSBAD ~ 1-----1--+-----------------1----+--l----+---l ::::~:::::::::::9=::'..:::=:::E::N::G::IN:::EE::R::::IN::G:.::::::D:=EP:::::A:::R:::T:::M:=EN::::T::::::=~~:::::=":::::: GRADING PLAN FOR: 7 7 BENCHMARK: DESCRIPTION: 2.5' DISC STAMPED 'CLSB-105, LS 6215' LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEOIONOA CREEK. 120 FEET SOUTHWEST OF El CAMINO REAL RECORD FROM: R.OS NO 17271 {PT. NO. 105) ELEVATION: 45.410. M.SL. DATUM: use. & c.s NGl/0 1929 . 4 ADDEO THIS SHEET, ANIMAL CROSSING ENGINEER OF WORK REVISION DESCRIPTION C: \Usara\Joso11S\oppdoto\locol\tamp\AcPubllah_::!904\100"i'BC46-51.dwg Jun 24, 2015 10:22om Xrefa; 10078G DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL RANCHO COSTERA ROBERTSON RANCH WEST 'l!LLACE PLANNING AREAS 1-11, /J, & 2J(A, 8, C) APPROVED BY:~ JASON S. GELDERT ~ t_l:/J!~=--=-=-9-· Z.'f, IS CITY ENGINEER RCE 63912 EXP. 09 30 16 DATE DWN BY: __ _ CHKD BY: ~s.l RVWD BY: ~•-1':· PROJECT NO. C. T. 13-03 DRAWING NO. 480-JA ' ' ' L □ I 2 G') 2 C s: Ill m JJ □ JJ ~ 2 G') 2 C s: Ill m :0 □ I 2 G') 2 C s: llJ m :0 CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EX/SllNG UTlL/TlES IN THE AELO PRIOR TO CONSTRUCTlON/ NOTE II ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL \t2015 O'Day Consultants, Inc. I· 77g . . . . . ~ O,t l . n 78 76 24PI 78 (81i) 78 78 77~ 77 I" 5~ • ' • . ~, • • • • 5, 5~ 5~ 21PI 5~ (72) 53!l I 53 LIP(0'-2") - 1~----7--=-6§ __ _ , l<>-------7_::~:.___ __ ----=-li ~ 75Z ,,,,-21PI l<:,-------_;8~ ___ _,.j (72) INLET OIJTLET TYPE STRUCTURE ROUND SIZE 216 SPAN = 18' -0" t---+----1 RISE = 18' -0" I C O N S U L T A' N T S 2710 Loker A..,enue West Suite 100 Carlsbad, Callfornlo 92010 760-931-7700 F□x: 760-931-8680 ODciyCcmsul lon ts.ccim CM! Engineering Planning Processing Surveying I " 51g I· 1i . • • ''l' • • • • 5C 5~ 5oa 5~ 21PI (72) 49~ 4~ I • • • t~ ' 0 • f"' 49!j ~ I " 7~ ~I • • 0 ' ' I • • . • • 7: 73 7~ 72~ .,,,,. 72ij 7~ . • • • ' 7·. 0 0 0 0 0 ~ 7. I· 4~ • • • ~ 0 0 0 48,t 4~ 4~ 4~ 4a,i 48,t DESIGNED BY: J1 AM BF HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: PS SHOWN ' I PROJECT MGR.: G.0. JOB NO.: 10-1307 21 Pl (72) ¥' As~ suiCr" 73,,,,,, 1-Lvt· f----------------j P.E. G'2>zl(., EXP. I Z.-3/-19 ENGINEER OF WORK: h.,_.. ,J 12=.·t,-1 ---'□=AT=E, ~11( GEORGE'IJ'DAY J . RCE: 3lo'i'4 . y REVIEWED~ -t'M , INSPECTOR 0 • • • • ·1, 7, 7~ 7~ 7~ 73 738 r 49~ - 0 0 0 :f 9ll 4S 49i 50 5o¾ 5c8 5~ 0 0 Q ? 1 0 ~ 51!\ 4-5-!'/ DATE /0-8-11 DATE I UP(O' -2") _,_ ___ _ 21PI (72) <> 0 <> 0 0 Q O ~ ? 0 76 ....,_ __ <><><>OO 1<>~----'7t::.__ __ .~ - L 52i I ->-------'--Pl 0 0 0 ---- LIP(0'-2') 0 0 0 0 ~it-.==_.::,=:!==, ::::::i.~ 53 0 0 . I 21PI (72) I 0 0 0 ti~ 0 0 0 0 0 0 [~ 538 "1 SCALE: N.T.S. BENCHMARK: DESCRIPTION: LOCATION: 2,5• DISC STAMPED •CLsB-105, LS 6215• IN NORTHEAST CORNER OF CANNON RO. BR/OGE OVER AGUA HED/ONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & G.S. NGVO 1929 "1 IMPORTANT ASSEMBLY INSTRUCTIONS WILL BE SHIPPED WITH THE STRUCTURE. THEY AAE LOCATED IN THE BRIGHT COLORED BUCKET. IMPORTANT WHEN BEGINNING ASSEMBLY, BE CERTAIN PLATES ARE ORIENTED SO BOLT HOLE PATTERN MATCHES THAT SHOWN ON THIS DRAWING AND ASSEMBLY INSTRUCTIONS, TORQUE NOTE PLATE LAPS MUST BE PROPERLY MATED IN A TANGENT FASHION USING PROPER ALIGNMENT TECHNIQUES ANO ADEQUATE BOLT TORQUE TO SEAT THE CORRUGATION. FOR PLAIN, GALVANIZED PLATES, AN INSTALLATION BOLT TORQUE OF 100-300 !!-lbs IS RECOMMENDED. WHEN SEAM SEALANT TAPE OR ASPHALT (SHOP) CGATED PLATES ARI; USED, BOLTS Stw.L SE INSTALLED AT 150-3DO ft-lbs AND R!:TIGHTENED TO TiiESE LIMITS AFTER 4 TO 6 HOURS. TORQUE LEVELS ARE FOR INSTALLATION, NOT RESIDUAL, IN-SERVICE REQUIREMENTS. THE AS::ib.Ml.\LY BOi.TS AND NUT::i ARE SPEC I.ALLY Dt.:S.IGNbD Wl n! ROUNDED OR SPHERlCAL THROATS fC)R FITT!N(j EITHER THE CREST OR VALLEY OF THE ('DRRU(.,A'!'l(.>NS, PlU)VlDINC MAXJi\-llJM BEARING CONTACT AREA \Nr1·1r Tll.E PLATES V.ilTHOUT THE USE OF WASHERS, NOTE Tlli\T THE BOLTS AND NUTS SHOULD I:lh INS'l'AU,.f.fJ SUCH THAT 'J.HE ROUNDED PO!<'rfON .IS IN CONTACT '.V1TH nm PLATES. PLANT ORDER NO. OR00258544 SALES ORDER NO. 058 Z7R587 PROJECT No.: SEQ, No.· DATE· 450619 30 2/1712015 DESIGNED: DRAWN: · JSC CHECKED: APPROVED; --- SHEET NO.; 4 OF 5 ------------------- ' ' 1------+--+----------..f--------1----1----1'----' ~o CITY OF CARLSBAD I sH~~ I ~Ll.Q_j=:::::::::~===EN::::G:::l:::NE:=E::R:::IN::::G::::::::D:=EP:::A::::R::::T:::M::E':::N:::T==::'..'::::=,,r::::=:.J~ 77 ~P,-"' q .Cf2. /4\ ADDED THIS SHEET, ANIMAL CROSSING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION C: \Users\JosonS\oppdoto\locol\tamp \AcPublish_3SQ4\1007BG46-51.d119 Jun 24, 2015 10: 22um Xr<ib: 10078G DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH HEST VILLAGE PLANNING AREAS 1-11, 13, & 2J(A, B, C) APPROVED BYY(,· 1.. '1 ' JASON S. GELDERT J 1, ').-,, ;- •-,/ f 'V ~'ii,~ CITY ENGINEER / RCE 63912 EXP. 09/30/16 DA TE OWN BY:~=- CHKD BY: R!:0 RVWD BY: ~LI', PROJECT NO. . CT. !J-OJ DRAWING NO. 480-JA ~ ~ e! i ~! ~~ ~i ~ ell 2 i'il l:l • -, " G'l ' ~ "I z .; 2 m 2 :[ C ~ >:1 s:: :r: C ;;_I rn □ dJ rn ·□ s: 'i' ~ rn I) Ch:;: co ~z m z :0 m m 'l p, ·, □ JJ ~ 2 Ci) ' 2 C s: tlJ m JJ □ :0 ' ~ 2 Ci) ' 2 C s: III m :0 ,~ 6~ - ' • 0 0 • • ,,,~4< • 0 . 79 7~ @ I 7~ 2~ 66 (81~) 61~ I I 57S I 5:ia I I 0 .+9~ • • 0 0 0 0 0 j .. 4111 , I I~ 29 '1 ·"1· '\ ' \ . 3~ &' :Sst \ 21Fl' \ ' 4~ (72) 4~ \ I 5~ \ \ . fi#. • • • • 0 . ' ~ 5~ Q1 , 1--11 a:i -,.1~ 0 • 0 0 • • • 0 0 0 11 117:¼ yg I 11~ -r---11~ 112s I 11~ • 0 0 0 0 0 0 0 \O! 0 • ~ 107 ' I INLET OUTLET TYPE STRUCTURE ROUND SIZE 216 SKEW 90 114.4 SPAN = 18' -0" BEVE ,0266 .0266 RISE = 1 s' -o" LENGTH II CL 226' -Q" TOO d0olgr; and iofoirnt1li(m M1own ,m li"U5 ctrawiny is proYIVed ii'.> f servi-~0 w !!w jHOJed ,;w,nH, ElrHJif,,.,r;,r and 1;qn(r<1dor by ---- C,;m(l'l,;:;h Eo9ineorn~ 8DL.Jt,cn1 LL<~ 1"Cor.k,ch"J-Mt;ilh<.!r tflis <Jrilwmg, nor ariy part thf;lff/◊f, m.iy t,,:, IJ$eC, repro(l•J;;cd ,:if ----ni<i<:liflod in any manner wltnr:im 1h(i prior written consm1I ;,f Coot,;ch. Fai!urn h ,;;mn:i!y ls ,-:Jori;;-at th<:a u.,,,r's r.iwn rijf;; anti Conte on ~)xpro~slJ ,J,~cl:,h1, any lo;;ilility <..!< ,1,~µ,;m:;il,iJil./ fur ---- ;.~<;:'l \.!I;!; :r Oh,cn;p!lm.:ia<> b&\w\l<en the supp lie:! :rformat.oo upon which ---- t11e dr,.rwin;J 15 !HK16<l ;;nct «ci1J<1I iif!l:J oonci!m1a are e11,;;oun1~rOO iJS :;iW w,,r~ fl"''Jie~:;es. \1r:tse <Ji-~crt:µam;i.;3 must Ill; fl1[Nrle<J B 5/28/2015 to ConW.::h 1111.nMlat,ty fur rn-e~rJ\(Jiitlion af Ule das;!Jn, ,,;or,u1ct1 C4UT!ON !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOT£ II <3,;;,;;i:ipt,, f10 lls1.biiity for desli;ris bas.ed cm missing, lllr.omp!i:il.; or inau;w;t,.e infom1;;,,iiDn 01;;,pl1s'ld by Diirers ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. t,2015 O'Day Consultants, Inc. MARK DATE --------------------------------------------------------------------------------------- · I ,~ 7;J§ I~ 2~ ~1 ,~ 42i , I · I 0 ·7 • .~-0 J • • 0 -.., 0 • , • 0 • • • i~" • • 0 • i 2~ 4; I ei I 22¾ I ~ 44 ~ ' I 2~ ~ I I 61~ I 45tlJ i-... sed I 21PI 21Pl i--,...1~ (72) (72) 21Pl i--,... 4~ (72) 551 I 19 4~ I 5~ I I 1~ I 5~ ·-1 ' • , ·~ • , , _, • ~ I ·I<>-• 5; I ~ ··I , .-, . • . • • • 1' I • , I j .. 5, • I 7~ 1-87~ 1~ 77tt .. , r '"I . 135 I . • • . • . ·-;~· , . . . "\ • 0 0 • 0 0 0 ;~· 0 • . . • '\ I .rali 0 0 . 0 . • 0 • 0 • 0 • • • • • • . • 0 ,, aai \ 96!1 \ 13: ~•I 91~ \ V7 ' 99e \ 139t ~ 9~ \ I 14~ 24PI ~ \ 21 Pl 9~ \ (81~) 103 (72) -\ i--,... 141~ 21 Pl 10~ \ 106 -(72) I I \ 10~ \ 108~ 142:¼ , I 14zi \ .111 .1•1~. 0 • 0 • • • • 0 • 0 .. • 0 • . • . • • . . . . . . . . . . 112 . . . I , 4 11 1,~ • . " ,;, .. _<) • 0 • . • 0 • 0 0 0 0 • • • 0 • • • 14 I I: I 13~ I I I --• • • • .. • • • • 0 0 • . • • 0 • . ,~-s 0 0 • • 0 • 0 0 , ·1 129 12~ I IMPORTANT l ASSEMBLY INSTRUCTIONS WILL BE 12zi SHIPPED WITH THE STRUCTURE. -------... THEY ARE LOCATED IN THE BRIGHT 21PI I 21PI COLORED BUCKET. ,...___ 11~ (72) (72) 11~ I IMPORTANT 111~ I WHEN BEGINNING ASSEMBLY, BE CERTAIN PLATES ARE ORIENTED SO BOLT HOLE PATTERN MATCHES THAT I SHOWN ON THIS DRAWING AND 1.wl SCALE: N . T. S. ASSEMBLY INSTRUCTIONS. 0 0 0 0 0 0 ' • 0 0 0 0 0 0 0 0 0 0 • 0 0 0 ,. 10~ -- b-1 ~ ~1 TORQUE NOTE PLATE LAPS MUST BE PROPERLY MATEO IN A TANGENT FASHION USING PROPER ALIGNMENT TECHNIQUES ANO ADEQUATE BOLT TORQUE TO SEAT THE CORRUGATION. FOR PLAIN, GALVANIZED PLATES, AN INSTAUATION BOLT TORQUE OF 100-300 ft-lbs IS RECOMMENDED. WHEN SEAM SEAi.ANT TAPE OR ASPHALT (SHOP) COATED PLATES ARE USED, BOLTS SHALL BE INSTALLED AT 150-JOO f\-lb• ANO RIITIGHTENED TO 11-iESE LIMITS AFTER 4 TO 6 HOURS. TORQUE LEVE!.$ ARE FOR INSTALIATION, NOT RESIDUAL, IN-SERY1CE REQUIREMENTS. THEASSEi\1BLY UOLTSAND NUTS ARE SPECJ.ALLY IJESlGNED WJTfl ROI.NDEO OR SPHERICAL THROATS FOR FITT!NG EITHER THE CREST OR VALLEY OF TH£ CORRUGATIONS. PROVJDJNO MAXHv!Uh:'1 B.liAR.lNG CONTACT ARE/\ \VJTH Tf!E PLATES WITHOUT Tl fE USE OF WASHERS, NOTE THAT Tf W BOLTS AND NUTS SHOULD BE INSTALLHl SUCIJ Tl!AT THE ROUKDED PORTION JS iN CO."tfACT WffH TH£ PLATES. PLANT ORDER NO. OR00258544 _,. SALES ORDER NO. 450619-030-MP-FAB-8 058-Z7R5B7 ~~~~ PROJECT No.: SE'.O. No.: DATE: --C>!;NTECH. Rancho Castera ( Robertson ~I~~~ Ranch) -Structure San Diego, CA 450619 30 2/17/2015 ~-~~ ----~,awn OESIGM!:O: DRAWN: Toll Brothers -Orange --------ENGINEERED SOLUTIONS LLC STRUCTURAL PLATE ----JSC --------www.ContechES.com 725 Town & County Road, Suite 500 CHECKED: APPROVED: ~----~--700 Tech Drive1 Winchester, KY 40391 [ PER REVIEW NOTES JSC CONTRACT ) -- Orange, CA 92866 SHEET NO.: REVISION DESCRIPTION BY DESIGNED BY: JT, AM, BF, HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 10-1307 859-7 44-3339 1-----------------1 P.E. (,,6-Zl(o 859-744-9665 FAX 4-s-19 DATE DRAWING 5 5 .-,-::--,, ' OF ',;>• : ,, \~ f--,,C__c .. "---+--+-------------1---I----I---I-----I I SH5E1ET I CITY OF CARLSBAD ~ BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED 'CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEOIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & G.S. NGVO 1929 -~:::==::'...=:=::::E::::N:::Gl::::N:=EE:=R:::IN::::G::::::::D:=EP:::A:::R:::T:::ME:=N::::T==~~:==:::::::::::: 77 I /,,/zrh, a,--;;11_ /4\ ADDEO THIS SHEET, ANIMAL CROSSING ~~ 6i'NITIAL ENGINEER OF WORK REVISION DESCRIPTION C:\U~11n1\Ja~o0S\oppdoto\locol\t11mp\Ac;Publi~h-3904\1007BC46-51.dw9 Ju11 24, 2015 10:22am Xr~f5; 10078G DATE INITIAL OTHER APPROVAL :i-t..'1-11 ..:::r5C DATE INITIAL CITY APPROVAL GRADING PLAN FOR: RAJ/CHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, 13, & 2J(A, 8, C) APPROVED BY: // // ,,., j JASON S. GELDERT ___ __J/'-.,l l....'4MM.;/ , 1-·l'l• IS CITY ENGINEER,/ RCE 63912 EXP. 09/30/16 DATE DWN BY: __ _ CHKD BY: l<S-l RVWD BY: .:, I.J'. PROJECT NO. C.T. 13-03 DRAWING NO. 480-3A ' ' I I / I ' I ::, 2 [j) 2 C s: III m :a Cl :a ~ 2 [j) 2 C ~ III m :a t:J :a :i:, ~ 2 [j) 2 C s: III m :a DESIGN CRITERIA REQUIRED SPECIAL INSPECTIONS CODE: 2013 C.B.C. (CALIFORNIA BUILDING CODE TITLE) ALL WALLS: SOIL: ACTIVE FLUID PRESSURE = 55 PCF (2: 1 BACKFILL) ALLOWABLE BEARING = 6,000 PSF (ALLOWABLE INCREASE BY 1 /3 FOR SEISMIC LOADING) ALLOWABLE PASSIVE = 250 PSF FRICTION = 0.35 (CONCRETE TO SOIL) SEISMIC PRESSURE = 1 OH GEOTECHNCIAL: REPORT BY: LGC VALLEY, INC. DATED: APRIL 29, 2014 PROJECT NUMBER: 133023-03 CONCRETE: 1. ALL CON,:RETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF A.C.I. 318-LATEST EDITION SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS. 2. ALL CONCRETE SHALL BE 150 P.C.F. HARDROCK, MIXED PER A.S.T.M. C-94, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT 28 DAYS. MAXIMUM WATER TO CEMENT RATION W/C = 0.50. 3. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK SHALL BE 1 INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS ON GRADE, WALLS, AND ALL OTHER CONCRETE SHALL BE 3/4" INCH. 4. CEMENT SHALL CONFORM TO A.S.T.M .. C-150, TYPE 11 OR V, LOW ALKALI. AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO A.S.T.M. C-33. 5. ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED BY THE ENGINEER. 6. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO C.B.C. SEC. 1905 AND ACI SECTION 5.6.5 UNLESS NOTED OTHERWISE. 7. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT. 8. PROVIDE 2-#5 DIAGONAL BARS AT CORNERS OF WALL OPENINGS U.N.O. 9. READY MIXED CONCRETE SHALL CONFORM TO (A.S.T.M. C-94 ). 10. PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.I. 304. CLEAN AND ROUGHEN TO 1 / 4" AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 11. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B-B PLYFORM, CLASS I, EXT-AP.A. PLYWOOD. 12. ALL SLABS SHALL HAVE A TROWELED FINISH EXCEPT AS NOTED ON THE DRAWINGS. 13. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 14. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THESE DRAWINGS, HE SHALL SUBMIT DETAILS OF CHANGES TO THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK. 15. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. 16. PROVIDE 3/ 4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, U.N.O. 17. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON-CORROSIVE SLEEVE BEFORE PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. 18. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER: FOOTINGS CAST AGAINST EARTH FORMED CONCRETE EXPOSED TO EARTH OR WEATHER BEAMS AND GIRDERS WALLS COLUMN TIES SLABS (#11 AND SMALLER) 3" 2" 1 1/2" 1 1/2'' 1 1 /2" 3/ 4" 19. CONCRETE CURING: TYPICALLY REQUIRED FOR 10 DAYS. CAUTION // CONTRACTOR TO VERIFY TH[ EXACT LOCA /ION OF fXIS!ING UIIL/1/FS IN THE FIELD PRIOR 10 CONSTRUCI/ONt I I I I I I i"#\,\l R. °>? Orie2 Engineering IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING CHECKED ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH CHAPTER 17 OF THE CALIFORNIA BUILDING CODE. SPECIAL INSPECTION INDEPENDENT OF CONTRACTOR, ARCHITECT, OR ENGINEER OF RECORD SHALL BE PROVIDED BY OWNER ACCORDING TO THE CALIFORNIA BUILDING CODE CHAPTER 17 (TABLE TABLE 1705.3-CONCRETE, TABLE 1704.5.1 OR 1704.5.3-MASONRY). THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE W/ THE CONTRACT DOCUMENTS, NOT THE SHOP DRAWINGS. ITEM: TYPE: REMARKS: CONCRETE PERIODIC VERIFYING USE OF REQUIRED DESIGN (CBC TABLE 1705.3) MIX CONTINUOUS SAMPLING FRESH CONCRETE AND PERFORMING SLUMP AND AIR CONTENT TESTS AND DETERMINING THE TEMPERATURE OF FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS FOR STRENGTH TESTS PER ACI 318 PERIODIC INSPECTION FOR MAINTENANCE OF SPECIIED CURING TEMPERATURE AND TECHNIQUES SOIL PERIODIC VERIFY SOIL MATERIALS ARE ADEQUATE (CBC TABLE 1705.6) TO ACHIEVE BEARING CAPACITY, VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND PERFORM CLASSIFICATION & TESTING OF COMPACTED FILL MATERIALS, CONTINUOUS VERIFY MATERIAL, LIFT THICKNESS DURING RE-COMPACTION SPECIAL INSPECTION NOTES: 1. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OR GOVERNING AGENCY, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION: 2. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 3. THE SPECIAL INSPECTIONS IDENTIFIED ON PLAN ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S OR GOVERNING AGENCY'S BUILDING INSPECTOR. 180 DEG BEND OFFSET 90 DEG BEND 1~1 __ 6 w 2 1/2'' MIN. INTERSECTION REINFORCING BAR BEND REINFORCING BAR BEND "d" 135 DEG BEND DESIGNED BY: ~J=LO'---DATE: JUNE 2015 DRAWN BY: JLO SCALE: AS SHOWN SIZE DIAMETER ("D") -~ #3 TO #8 6d #8 TO #11 8d #14 TO #18 10d NOTE: ALL BENDS SHALL BE MADE COLD BAR BENDS NOTE /I <Y 0 No. S3838 Siructw ni and Bridge Engin0Dr8 ELECTRONIC DATIi FILES ARE FOR REFERENCE ONL Y ANO ARf NOT TO BE USED FOR HORIZONTAL OR VfRIICAL SURVEY CONTROL P. 12-31-16 u i--'- 9750 Miramar Road, Suite 310 i---------------1 SacDiego.CA92126 Eu~~.a DATE: 6/2/15 DONALD ORIE ill I 'i'r\.' i,I REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE C.B.C., AND THE "MANUAL OF STANDARD PRACTICE" BY THE C.R.S.I. OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. REINFORCING BARS SHALL CONFORM TO A.S.T.M. A-615, DEFORMED GRADE 60, EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO A.S.T.M. A-706, DEFORMED GRADE 60. 3. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T.M. A-706 WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO THE C.B.C. AND STRUCTURAL WELDING CODE REINFORCING STEEL BY A.N.S.I. / A.W.S. D1 .4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL. 5. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A-185, AND SHALL BE LAPPED SPACES AND 12" MINIMUM. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL REINFORCEMENT ' RESPECTIVELY. 7. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 8. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS, UNLESS NOTED OTHERWISE. 9. SLAB ON GRADE REINFORCING SHALL BE POSITION AT MID-DEPTH, UNLESS NOTED OTHERWISE. 10. PROVIDE #3 SPACER TIES AT 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING BARS IN PLACE, U.O.N. 11. ALL REBAR SIZES ON THESE DRAWINGS ARE IN POUND -INCH UNITS. SEE TABLE FOR METRIC EQUIVALENT. 12. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION' WILL NOT BE REQUIRED. A.C.I. #6.3.12 POUND -INCH BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 # 11 #14 #18 DESIGNATION METRIC BAR SIZE M10 M13 M16 M19 M22 M25 M29 M32 M36 M43 M57 DESIGNATION ,:i: 11---~ I !C> iw I ~,~~~~ »~~~~ /~~~ /,.///<(< 4" DIA. SCH. 40 PERFORATED-+--~ PVC PIPE TO FLOW TO DAYLIGHT @ WALL ENDS ~-"-'~--'-~-'--'C'-----'-'----+-WATERPROOFIN G AND PROTECTION BOARD BACKCUT PER OSHA .'-----i--FREE DRAINING SAND BACKFILL SE 30 OR GREATER __.-r-MINIMUM 1 CUBIC FOOT PER LINEAR FOOT BURRITO TYPE SUBDRAIN, CONSISTING OF 3/4 INCH CRUSHED ROCK WRAPPED IN MIRAFI 140N OR APPROVED EQUIVALENT i(D ~:~: E W~~~ DRAINAGE DETAIL NOTE: CAP STIRRUPS MAY BE USED WHENEVER 135' CLOSED SJIRRUPS ARE SHOWN IN r GRADE BEAM ONLY ci5 ::,; N' N - CAP STIRRUP BAR CLEARANCE 4/16/15 G.O. ADDED THIS SHEET, ANIMAL CROSSING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION z, • -~10---~ ..... ..,, ... ..,,. LAP PER SCHED r TYP. l CONG. F'c P.S.I. STAGGER LENGTH = LAP SPLICE LENGTH BAR SIZE #3 #4 #5 #6 #7 #8 #9 1 TENSION LAP SPLICES, INCHES 4,000 24 24 30 36 42 51 64 81 HAROROCK CONCRETE F'y = 60,000 P.S.I. (CLASS "B") NOTES: HORIZONTAL REINFORCING 1. SPLICE LENGTH SHALL BE DETERMINED FROM THE SIZE OF THE SMALLER BAR SPLICED. N 2. DIVIDE BY 1.3 FOR NON-TOP BAR (LESS THAN 12'' OF CONCRETE CAST BELOW) 3. CONCRETE MASONRY UNITS LAP 48d MIN. HORIZ & VERT. REINF. LilJ 2 CITY OF CARLSBAD 15$1 ENGINEERING DEPARTMENT RANC/-10 COSTERA 77 ROBERTSON RANCH l'rf'ST VILLACE PLANNING ARFAS 1-11, /J, & 2J(A, B, C) . APPROVED BY// JIJI-1P: JASON S. GELDERT 7•Zy,tS aTY ENGINEER/ RCE 53912 EXP. 09/.lOil 6 DATE +•Z'f,' -<Kl DV!N BY: PROJECT NO. DRAWING NO. OATE INITIAL DATE INITIAL CHKD BY: R6..\ OTHER APPROVAL CITY APPROVAL RVWI> BY: ~ti&:• C. T. 13-03 480-3A ' • !:::: - 2 Gl 2 C s: OJ m ll Cl ll i 2 [jJ 2 C s: OJ m ll □ ll ~ 2 Gl 2 C s: OJ m ll WEAKENED r PLANE TYP f--24'-0" MAX I WEAKENED BETWEEN P NES 3/4" CHAMFER ON,~--~ EXPOSED FACE -!---TOP OF WALL CONCRETE WALL WEAKENED PLANE JOINTS (N.T.S.) TOP OF FOOTING DIAMETER OF ROUND OPEN'G (/) w 0:: ;; • • CUT OR BUTT EVERY OTHER FRONT FACE HORIZONTAL BAR AT-- WEAKENED PLANE JOINT SEE DETAIL A J / FRONT FACE OF WALL WALL WEAKENED PLANE JOINT DETAIL (N.T.S.) DIAMETER OF ROUND OPEN'G O' -8" MIN. 2' -0" 2' -0" MIN. 2'-0" MAX. 6'-0" MAX. ,, 1;.,,'< · 2-#4 TYP. "'. EA. FACE :z >< -<( ::,; ::,; =ob I I NlO #4 TYP. EA. FACE ELEVATION VIEW 3" ,>--=~£1~, -----'---0 1-#4 TYP. EA. FACE 0 ~;~: E W~~; OPENING REINFORCING DETAIL CAUTION !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ NOTE !I ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL DESIGNED BY: --"'-JLO"---DATE: JUNE 2015 Orie2 Engineering DRAWN BY: JLO SCALE: AS SHOWN SiructurJ! :and Bridge £ngfnf.lers 9750 Mirn.mar Ro.id, 0uite 310 1--------------____j S,,,Diegc CA92126 [a~~.a DATE: 6/2/15 DONALD ORIE ELEVATION VIEW -~[ 1/~" DETAIL A zx ::,; ~ kb I I 0 N #4 TYP. EA. FACE INTERSECTING BARS SHALL MATCH HORIZ. WALL REINF. TYP. CORNER 36 DIA. LAP 2'-0" MIN. --+----.'1.-i--_-_-_---;:::::=:::::!====;::::1---i-.----..,.t,;.---.. 36 DIA. LAP 2'-0" MIN. '----2 VERT. BARS INTERSECTION 2 VERT. BARS /) END HORIZ. REIN .. -----.. TYP . CORNER AND INTERSECTION DETAIL 11 AS-BUILT 11 O~..e1/J0±e REVlt 4/16/15 c.o. ADlJED '!HIS SHEET, ANIMAL CROSS!NG DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION \ 36 DIA. LAP 2' -0" MIN. • • L2 VERT. BARS AT CORNER • • ANGLED CORNER CONDITION uT] CITY OF CARLSBAD 3 ENGINEERING DEPARTMENT ~ ,:: RANCHO COSTERA 77 ROBERTSON RANCH WEST VILLAGE PLANNING AREAS /-//, 13, & 2J(A, 8, C) APPROVED BYd (I JASON S. GELDERT ~/ , l: Z'-/, Is CllY ENGIN~ RCE63912 EXP.09/30/16 DATE f•Z.'f, IS ,:ss,: OWN BY: DATE INITIAL DATE INITIAL CHKD BY: "1.sl PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: .}. ,,t-. C.T. 13-03 480-3A ' 'f!, " • ~ ~ 2 (j) 2 C s: CCI m JJ □ JJ l> ~ 2 (j) 2 C s: CCI m JJ □ JJ ~ 2 (j) 2 C s: III m JJ NOTES: 1. REINF. BARS NOT SHOWN EVERYWHERE FOR CLARITY. SEE W FOR WALL w SECTIONS AND REINF. 2 COORDINATE ALL ELEVATIONS W/ CIVIL / / / 74.00 ------------74.00 "'"' / /fW/ l Tl/0.. "' "' / / /1 ~ "-1"-4-WIRE CABLE / / / / /i/1 ~' "' "' "' "'I"' "' ✓ RAILING BY CIVIL 57 T / / / / / / / / / _/V / / / / v / // / /I / / / / I// / / // / @BARS: / / /I / #6 @ 12"-/ / / I/ O.C. I'-( // / ' // / ,, r / / ' / / /V 0 ~ I r / ~V @BARS LONG: ..... ' io \~ 1 #7@ 12" ~.C. ' ~□~ ---------------------------- ' ' 0 ~ OPENING REINF. I FOR 18" RCP <D - PER 6B ' 53 0 0 I I ro ro @BARS SHORT: r#7 @ 12" O.C. 1, ' . ' ' ' ' I, 20' -4" , I; 1 o· -9" I, , REINFORCEMENT ZONE@ , ~ I II " ' I ' "' "' I "' "' 1/i.,...----I"'-~ "' "' "' I I/ v #5 EA. FACE AT '----.""-(3J #8 @ I"' ""-"' ""- ~ TOP, FULL LENGTH 6" O.C. EA. "- "-I I/ OF WALL t'.... I FACE T &B "' "' "' I "' @BARS: "'I"'-OF OPENING "' "' "'I "' I/ #5 @ 12" O.C., FRONT FACE \ I"'-I "' ""-1"' "' I #6 @ 12" O.C., BACK FACE j "' "' . IV-#4 x 5' -6" AROUND "'I"-"-"-ABOVE OPENING I 1 OPENING, EA. "-"-"-"-I . . " ~ ' 18' ' 1 FACE, TYP. ~ "- "-"-"'i I 0 D... --Q'' 0 D... 14' -8" f',; "-I ::5 I ::5 ✓OPENING REINF. ~ [", "-"-~ n n I ' FOR 42" RCP I"-"-~ @BARS LONG: ' V' ~ PER 6B "-I C #10 @ 12" O.C. < [)< 53 ~ rr ~FINISHED GRADE @ ~ ) ,I FACE OF HEADWALL :~ -· ..... ... -............. . ,_ ---'-------... ....... "'""""" V ' I~ I~ 11 11 , , I TYP. @BARS LONG: ~ --- ' #7 @ 12" O.C._/ I 0 CONTINUE HORIZ. I I @ BARS SHORT: BARS PER 69 I ro @BARS SHORT: "',r-#10 @ 12" O.C. 53 I #7 @ 12" O.C~ AT CORNERS, TYP. I . ' '. 19'-10" ,. 20'-4" ,. , , , 39' -0" , 10'-9" I, REINFORCEMENT ZONE(D REINFORCEMENT ZONE@ . A HEADWALL AT DOWNSTREAM END @ STA 18+69.84 @ 140.29' RT GAGE DR. CAUTION !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELO PRIOR TO CONSTRUCTION! NOTE!! 54 ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR f/ORIZONTAL OR VERTICAL SURVEY CONTROL. SCALE: 1/4" = 1'·0" .. · 1 . I I I I I I I Orie2 Engineering :strw.:tura! and Bndge En9hffr_:,rs DESIGNED BY: _,J<.e.:.LO:___ DATE: JUNE 2015 DRAWN BY: JLO SCALE: AS SHOWN · 9750 Miramar Road, Sui\;;, 310 1------------------1 Sm,DiegoCA92126 Eu~~,a DATE: 6/2/15 DONALD ORIE 57. 00 w T 47. 00 F T i I I TOE REINFORCEMENT PLAN J 1'-0" TYP. 11-1/2" WIDTH AT TOP OF WALL I l ········ 1 ! 0 I ..... l[) 13'-8" 1'-0" TYP. FOR FOOTING DIMENSIONS, WALL THICKNESS, BATTER, AND REINF., SEE W w 11 '-0" \ "... /WALL FOOTING ...... ...... / / 1 I I ~ N-Oc-=T=E:-----, REINFORCING DRAWN @ 12" O.C. FOR CLARIFICATION HEADWALL FOUNDATION PLAN AT UPSTREAM END SCALE: 1/8" = 1'-0" \ \ \ TOE REINFORCEMENT PLAN \ \__ -..._____ FOR FOOTING DIMENSIONS, WALL THICKNESS, BATTER, AND REINF., SEE LJ w 1'-0" TYP. <D 0 -I 01 - HEADWALL FOUNDATION PLAN AT DOWNSTREAM END SCALE: 1/8" = 1'-0" I /7·7..?-lf o;\ r~· I 4/16/15 G.O. /~ ADDED THIS SHEET. ANIMAL CROSSING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ?,'Pf#',Ja-.,,...,.....,._ ---~ ......... , ....... -- ' 0 I / HEEL REINFORCEMENT PLAN 11-1/2" WIDTH AT TOP OF WALL ·•·· .. ·· ... ·· .. ·· .. · 1-·····-i £.if--.·.···· - . . . I 2 4' _ ;;;:: ~,-~~ ........ · ........ . ) =:±;'. I -------' .. :c.,-_~"-'1-. ---- ···········:··· ¾· ~:,., .. ,'.:.:; .. >.-~. ____ _, 0 , <1?i\, •. ·, . ' .. ·. ·. . . ·'· .:;/ I I •.•··· ••. '.)<.{'\\: .. ••<>·. ,) n-.:::t ---'·-•. ,_·-,'-, ·-, ,, X --,.: ~ -,., ·-., . ·,.,. __ ·, .. _ --, .. , ---------·-,, ____ ·,, ·-'-., / ('r t,r,r·· -~i>f't--"->. -. \-"' ·-_--.... >'" ·------. ··<'-,, ·-•,,, --,,, . .,>:... _____ _ ,.__ ______ .,_,H-li-'i+r--'+'•· ·•· kf[ • ·i ~:~. ·• ·< ~ NOll:: 1 .... ·Jl :. : .... · .. ·.·.r·1. 1.i· ... ·.·•.t .. · .. i.".·.· •··•·•.".· .. ·.·.···.•··. ~·.••·~.· .. ,.·. ••. •.:•:• / ~El~~2Rg1~G F~~AWN 1'-0" TYP. Jc,• ... :if)l1f'J'·{:::.:: :~.:; CLARIFICATION WALL THICKNESS, BATTER, <ll·::·· :t " ... ~ ' . \ AND REINF., SEE W 'j i>· / \ w L...L.!~• LtlY HEADWALL FOUNDATION PLAN AT UPSTREAM END SCALE: 1/8" = 1 '-0" HEEL REINFORCEMENT PLAN FOR FOOTING DIMENSIONS, WALL THICKNESS, BATTER, AND REINF., SEE LJ w HEADWALL FOUNDATION PLAN AT DOWNSTREAM END SCALE: 1/8" = 1 '-0" uT] CITY OF CARLSBAD f s~sl 4 ENGINEERING DEPARTMENT RANCHO COSTERA 77 ROBERTSON RANCH WEST VILLAGE PLIINNINC AREAS I 11, 13, & 2J(A, B, C) • APPROVED BY( i II JASON S. GELDERT ......,.., ./ . ' f.· Z'-1,/$ CITY ENGINEER/ RCE 63912 EXP. 09/30/16 DAlE 1,l,'(,J!,. :SS( DWN BY: PRO.ECT NO. DATE INITIAL DATE INITIAL CHKD BY: 1'1.5,> DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: -l!cll:: C. T. !J-OJ 480-JA i 2 G'J 2 C s: llJ m :Cl □ :Cl ~ 2 G'J 2 C s: OJ m :0 □ :0 ~ 2 G'J 2 C s: OJ m :0 NOTES: 1. COORDINATE ALL ELEVATIONS W/ CIVIL 73.42 TW I, = 0 I O'.J - 0 0... ,;, ::i ' 0 I 0 ' 14' 4" @BARS LONG: J/#8 @ 7.5" O.C. @ BARS SHORT: V-~8 @ 7.5" O.C. BUNDLE BARS W/ @BARS LONG 1:1: 18' 8" REINFORCEMENT ZONE(±) CAUTION /I CONTRACTOR TO VERIFY THE EXACT LOCATION OF EX/SI/NC UTILITIES IN !HE FIELD PRIOR TO CONS1RUCTIONi NOTE H ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND AR[ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ~l'-o,ESS1 ~\.ll R No. S3838 EXP, 12-31-16 S't, ~=.;, ' 0 I n N . ' " ' 0 I o... "-t-::i . ' 0 I 0 --------------------___.,---------+------------------+--------------+- 21 • 4" #5 EA. FACE AT TOP, FULL LENGTH OF WALL @BARS: 1/#7 @ 15" O.C. @BARS LONG: #10 @ 7.5" O.C. ✓@BARS SHORT: #10 @ 7.5" o.c. BUNDLE BARS W/ @BARS LONG 1:1: I I I I, ' 0 0... I ::j n 50• o" { FINISHED GRADE @ FACE OF HEADWALL -~ __ /Y°' 23' 11" , ' @BARS LONG: #8 @ 7.5" O.C.---....._ 2'-11 1/2'' @BARS SHORT: TYP. #8 @ 7.5" O.C. 0 BUNDLE BARS W/ @BARS LONG 1:1: '-..._CONTINUE HORIZ. BARS PERCj"j QD AT CORNERS, TYP. ' 0 I 0 21'-4" , 4'-11" '. 15'-10" , 75.00 TW 53.00 / TF 1, ' , F.G. #4 MATCH SPACING OF@BARS #5 MATCH SPACING OF@BARS ' 11 1/2" ✓ ✓} 1 1 - #5 EA. FACE AT TOP, FULL LENGTH OF WALL #5 @ 18" o.c.---.. HORIZ., FRONT FACE #5 @ 12" o.c. VERT., FRONT FACE #5 @ 18" o.c.--... HORIZ., BACK FACE 2" COVER, TYP. @BARS AND@ BARS LONG: STOP 2'-6" @BARS A C w •, ... ·, .· _.. . . . ' .. _-· _. . . ._ ... ·: •. '. ... ; ,.·· .. ···.· ,'• ' . . . . @BARS·. ·~BATTER . FOR LAP. SEE . ELEVATIO~IS, : TYP, ... . ·@BARS . . . : . . ,. . . ' ... @BARS SHORT.•· .. DRAINAGE PER #5 @ 12" O.C. HORIZ., T&B B @ @BARS :: 0::: LL ""-' u ' n:: n_, u TABLE OF REINFORCING STEEL AND WALL DIMENSIONS WALL DESIGN A REINFORCEMENT ZONE@ HEADWALL AT UPSTREAM END @ STA 19+ 14.54 @ 80.29' LT GAGE DR. REINFORCEMENT ZONE(±) "ZONE" CD ® ® 0 55 SCALE: 1/4" = 1'-0" Orie2 Engineering S'f.ructuraf a1id Bridyc1 F.ngit1em;:; DESIGNED BY: _J=LO __ DATE: JUNE 2015 DRAWN BY: JLO SCALE: AS SHOWN ~, 9750MiramarRoad,Suil!;l310 1----------------1 Sac Diego, CA 92126 Ea~~~ a DATE: 6/2/15 DONALD ORIE 11 AS-BUILT 11 i/) //-, ,l.( /!. ( ),~<£ P-1:. 53538 E:XP ;1,-3,1-1.0 w 17'-0" 13'-0" 24'-011 24'-0" .......................... ] C 101-611 9'-0H 14'-0" 14'-0" B 61-611 4'-011 10'-0" 10'-0" A 8'-6" 7'-011 12'-0" 12'-0" F 2'-611 2'-611 3'-0" 3'-0" K 3'-011 2'-011 3'-011 21-011 BATTER 1 :12 1 :12 1:12 1 :12 • @BARS #10@ 12 #7@12 #10@ 7.5 #8 @7.5 BUNDLE BUNDLE @BARS #6@12 -#7@ 15 #6@15 @BARS #8@ 12 #6@12 #9@8 #7@8 @BARS #7@12 #7@ 12 #6@8 #6@8 :CD :COA~~RE;I~ WALL SECTION & REINFORCING I -~-~ ----~ ----- --·---· ------·-~---~-~ -----~ ----------------··-----~ ------------- 4/15/15 G.O. /1:\ ADDED THIS SHEET, ANIM/\L CROSSING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION II--O'Doy\jl00--16----~ .. QI, IOll 11103pm -- .2.l'{, IS .:s-s, DATE INITIAL DATE INITIAL OIHER APPROVAL CITY APPROVAL [E OF CARLSBAD ~· CITY ENGINEERING DEPARTMENT . 5 RANCHO COSTERA 77 ROBERTSON RANCH WEST VILLAGE PLANN!j/G A1j£AS 1-11, IJ, & 2J(A, 8, C) APPROVED BY/ I _, ii ,;ttf JASON S. GELDERT / -?·Z,;,J > CITY ENGINEER./ RCE63912 EXP.09/30/16 DATE OWN BY: PRo..ECT NO. DRAWING NO. CHKD BY:~ C. T. 13-03 480-JA RVWD BY: .:, ' ' ' ' ' I ~ 2 GJ 2 C s: r.o m :0 Cl :0 i 2 GJ 2 C s: r.o m :0 Cl :CJ ~ 2 GJ 2 C s: tlJ m :0 PART 1: GENERAL 1.01 DESCRIPTION A. WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING A VERDURA SEGMENTAL RETAINING WALL SYSTEM IN ACCORDANCE WITH THESE SPECIF/CATIONS AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES, DESIGN AND DIMENSIONS SHOWN ON THESE PLANS. B. WORK INCLUDES PREPARING FOUNDATION SOIL, FURNISHING AND INSTALLING LEVELING PAD (IF REQUIRED), PLANTABLE SOIL UNIT FILL, AND BACKFILL TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. C. WORK INCLUDES FURNISHING AND INSTALLING GEOSYNTHETIC SOIL REINFORCEMENT OF THE TYPE, SIZE, LOCATION, STRENGTH AND LENGTHS DESIGNATED ON THESE PLANS. D. WORK INCLUDES FURNISHING AND INSTALLING FOUNDATION DRAIN, SUBDRAIN AND OTHER WALL-RELATED DRAINAGE SYSTEMS SHOWN AND SPECIFIED ON THESE PLANS. 1.02 REFERENCE DOCUMENTS A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 1) ASTM C-1372-SPECIFICATION FOR SEGMENTAL RETAINING WALL UNITS 2) ASTM 0-3080-DIRECT SHEAR TEST OF SOILS UNDER CONSOLIDATED DRAINED CONDITIONS 3) ASTM 0-1557-LABORATORY COMPACTION CHARACTERISTICS OF SOIL MODIFIED PROCTOR 4) ASTM D-4318-LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS 5) ASTM 0-4595-TENSILE PRIORITIES OF GEOTEXTILES -WIDE WIDTH STRIP 6) ASTM 0-5262-UNCONFINED TENSION CREEP BEHAVIOR OF GEOSYNTHETICS 7) ASTM 0-3034-POLYVINYL CHLORIDE PIPE (PVC) 8) ASTM 0-4829-EXPANSION INDEX OF SOILS 9) ASTM C-140-STD. SPEC. FOR SAMPLING AND TESTING CONCRETE MASONRY UNITS 10) ASTM C-145-STO. SPEC. FOR SOLID LOAD BEARING CONCRETE MASONRY UNITS B. GEOSYNTHETIC RESEARCH INSTITUTE (GR/) 1) GRI-GG4-0ETERMINATION OF LONG TERM DESIGN STRENGTH OF GEOGRIDS 2) GRI-GT7-DETERMINATION OF LONG TERM DESIGN STRENGTH OF GEOTEXTILES 3) GR/-GG5-DETERM/NATION OF GEOGRID (SOIL) PULLOUT C. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) 1) NCMA SRWU-1-TEST METHOD FOR DETERMINING CONNECTION STRENGTH OF SRW UNITS 2) NCMA SRWU-2-TEST METHOD FOR DETERMINING SHEAR STRENGTH OF SRW UNITS 3) "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS, 3RD EDITION," (2010) D. ICC EVALUATION SERVICES, INC. 1) ICC-ES EVALUATION REPORT, ESR-3073, VERDURA RETAINING WALL SYSTEM. 1. 03 SUBMITTALS/CERTIFICA TION A. CONTRACTOR SHALL SUBMIT A MANUFACTURER'S CERTIFICATION PRIOR TO START OF WORK THAT THE RETAINING WALL SYSTEM COMPONENTS MEET THE REQUIREMENTS OF THESE SPECIFICATIONS AND STRUCTURE DESIGN PLANS. B. CONTRACTOR SHALL SUBMIT A TEST REPORT DOCUMENTING STRENGTH OF SPECIFIC MODULAR CONCRETE UNIT AND GEOSYNTHETIC REINFORCEMENT CONNECTION TO VERDURA BLOCKS. THE MAXIMUM DESIGN TENSILE LOAD OF THE GF:OSYNTHETIC-FACING UNIT CONNECTION AT A MAXIMUM NORMAL FORCE AS IS APPROPRIATE FOR THE VERTICAL LOCATION OF REINFORCEMENT UNDER CONSIDERATION. THE CONNECTION STRENGTH EVALUATION SHALL BE PERFORMED IN ACCORDANCE WITH NCMA TEST METHOD SRWU-1. C. GEOGRID SOIL REINFORCEMENT: GEOSYNTHETIC REINFORCEMENT SHALL BE OF THE TYPE SHOWN ON THESE DESIGN PLANS. THE CONTRACTOR, OR THE SUPPLIER AS HIS AGENT, SHALL FURNISH THE GEOTECHNICAL ENGINEER OF RECORD WITH A CERTIFICATE OF COMPLIANCE CERTIFYING THAT THE GEOSYNTHETIC REINFORCEMENT COMPLIES WITH THIS SECTION OF THE SPECIFICATIONS, THE DRAWINGS AND THE DESIGN CALCULATIONS. 1. 04 QUALITY ASSURANCE A. CONTRACTOR SHALL SUBMIT CERTIFICATION, PRIOR TO START OF WORK, THAT THE RETAINING WALL SYSTEM (MODULAR CONCRETE UNITS AND SPECIFIC GEOSYNTHETIC): 1) HAS BEEN SUCCESSFULLY UTILIZED ON A MINIMUM OF FIVE (5) SIMILAR PROJECTS, I.E., HEIGHT, SOIL FILL TYPES, ERECTION TOLERANCES, ETC.; ANO ... 2) HAS BEEN SUCCESSFULLY INSTALLED ON A MINIMUM OF 1 MILLION SQUARE FEET OF RETAINING WALLS. B. CONTRACTOR SHALL SUBMIT A LIST OF FIVE (5) PREVIOUSLY CONSTRUCTED PROJECTS OF SIMILAR SIZE AND MAGNITUDE BY THE WALL INSTALLER WHERE TH[ SPECIFIC RETAINING WALL SYSTEM HAS BEEN CONSTRUCTED SUCCESSFULLY. CONTACT NAMES AND TELEPHONE NUMBERS SHALL BE LISTED FOR EACH PROJECT. C. CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE DESIGN ENGINEER HAS A MINIMUM OF FIVE YEARS OF DOCUMENTED EXPERIENCE IN THE DESIGN OF REINFORCED SOIL STRUCTURES. 0. OWNER SHALL PROVIDE SOIL TESTING AND QUALITY ASSURANCE DURING EARTHWORK AND WALL CONSTRUCTION OPERATION. OWNER'S QUALITY ASSURANCE PROGRAM DOES NOT RELIEVE TH£ CONTRACTOR OF RESPONSIBILITY FOR WALL PERFORMANCE. 1. 05 DELIVERY, STORAGE AND HANDLING A. CONTRACTOR SHALL CHECK ALL MATERIALS UPON DELIVERY TO ASSURE THAT THE PROPER TYPE, GRAD£, ANO CERTIFICATION HAVE BEEN RECEIVED. B. CONTRACTOR SHALL PROTECT ALL MATERIALS FROM DAMAGE DUE TO JOBS/TE CONDITIONS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DAMAGED MATERIALS SHALL NOT BE INCORPORATED INTO THE WORK. PART 2: PRODUCTS 2.01 MODULAR CONCRETE RETAINING WALL UNITS A. MODULAR CONCRETE UNITS SHALL BE VERDURA, AS INDICATED IN TABLE 2. B. MODULAR CONCRETE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-1372 -STANDARD SPECIFICATIONS FOR SRW UNITS. C. MODULAR CONCRETE UNITS SHALL CONFORM TO THE FOLLOWING STRUCTURAL AND GEOMETRIC REQUIREMENTS MEASURED IN ACCORDANCE WITH SECTION 1.03 AND OTHER APPROPRIATE REFERENCES: * COMPRESSIBLE STRENGTH = 5000 PSI MINIMUM AT 28 DAYS; * MOISTURE ABSORPTION s 8 LBS PER CUBIC FEET FOR STANDARD WEIGHT AGGREGATES; * BATTER = AS INDICATED IN TABLE 2; * DIMENSIONAL TOLERANCES = ±1/8" FROM NOMINAL UNIT DIMENSIONS (NOT INCLUDING EXPOSED AGGREGATE FACE TEXTURE), ±1/8" UNIT HEIGHT -TOP AND BOTTOM PLANES. 2.02 GEOSYNTHETIC-CONCRETE BLOCK CONNECTORS A. CONNECTORS SHALL BE 1 INCH DIAMETER OR GREATER SCHEDULE 80 PIPE OR EQUIVALENT AND MUST BE CAPABLE OF PROVIDING POSITIVE MECHANICAL INTERLOCK BETWEEN GEOSYNTHETIC SOIL REINFORCEMENT MATERIAL (GEOTEXTILE OR GEOGR/0) AND BLOCK. B. CONNECTORS SHALL BE CAPABLE OF HOLDING TH£ GEOSYNTHETIC SOIL REINFORCEMENT IN TH£ PROPER DESIGN POSITION DURING GEOSYNTHETIC PRE -TENSIONING AND BACKFILLING PROCEDURES 2.03 UNIT FILL A. UNIT FILL SHALL CONSIST OF SOILS USED FOR WALL BACKFILL OR AS SPECIFIED BY TH£ PROJECT LANDSCAPE ARCHITECT. 2.04 SOIL FILL A. SELECT ENGINEERED FILL FOR THE REINFORCED/INFILL SOIL AND RETAINED/BACKFILL SOIL. SOIL ZONES SHALL BE ON-SITE OR IMPORTED SOILS ACCEPTED BY THE GEOTECHNICAL ENGINEER OF RECORD AND HAVING THE SOIL STRENGTH PROPERTIES AS NOTED IN TABLE 3 WHEN COMPACTED TO 90% RELATIVE COMPACTION PER ASTM 0-1557. B. ENGINEERED FILL MATERIALS FOR TH£ UPPER ONE (1) FOOT IMMEDIATELY BEHIND THE TOPMOST BLOCK AND ABOVE TH£ ZONE OF SELECTED SOIL MATERIALS AS SHOWN ON THE TYPICAL SECTION SHALL BE COMPROMISED OF MORE IMPERVIOUS (FINES>35%) ON-SITE SOILS. C. MATERIALS CAN BE SITE-EXCAVATED SOILS WHERE THE ABOVE REQUIREMENTS CAN BE MET. UNSUITABLE SOILS (HIGH PLASTIC CLAYS OR ORGANIC SOILS) SHALL NOT BE USED. D. SOIL WITHIN 6 INCHES OF A GEOGRID LAYER SHALL NOT CONTAIN PARTICLES LARGER THAN 6 INCHES. E .. GEOTECHNICAL-ENGINEER-OF-RECORO SHALL PERFORM LABORATORY TESTS ON THE SOIL MATERIAL PROPOSED FOR USE TO ENSURE COMPLIANCE WITH REQUIREMENTS STATED IN SECTION 2.04, ITEM A AS OUTLINED ABOVE PRIOR TO THE PLACEMENT OF THE MATERIALS FOR THE SELECT BACKFILL/REINFORCED SOIL ZONE. 2.05 DRAINAGE PIPE A. PROVIDE A PERFORATED AND SOLID PIPING SYSTEM CONSISTING OF 4-/NCH-DIAMETER SCHEDULE 40 PVC PIPE AS SHOWN ON THESE PLANS. 2.06 FILTER FABRIC A. PROVIDE FILTER FABRIC CONSISTING OF MIRAFI 140N OR EQUIVALENT AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OF RECORD. PART 3: EXECUTION 3.01 SURFACE CONDITIONS A. PRIOR TO WORK, CAREFULLY INSPECT PREVIOUS GRADING WORK. VERIFY THAT ALL SUCH WORK JS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. B. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, ALL PERTINENT CODES AND REGULATIONS. C. VERIFY WALL DRAINAGE SYSTEM IS COORDINATED WITH POINTS OF CONNECTION TO STORM DRAINAGE SYSTEM OR OTHER APPROVED OUTLET LOCATION. D. IN TH£ EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE PROJECT CIVIL ENGINEER, O'DAY CONSULTANTS, AT (760) 931-7700. DO NOT PROCEED WITH INSTALLATION UNTIL ALL SUCH DISCREPANCIES HAVE BEEN RESOLVED. VERDURA® SEGMENTAL WALL PLANS 3.02 LAYOUT A. VERIFY ALL STAKING AND FIELD ENGINEERING REQUIRED TO IMPLEMENT THE WORK AS SHOWN ON THE DRAWINGS. B. PROTECT ALL STAKES AND BENCHMARKS. REPLACE ALL STAKES ANO BENCHMARKS DAMAGED DURING THE COURSE OF CONSTRUCTION AT NO COST TO OWNER. C. SET GRADE STAKES USING INSTRUMENT TECHNOLOGY, AT 50-FOOT GRID INTERVALS AT AREAS WHERE GRADIENTS ARE LESS THAN 2 PERCENT. SET GRADE STAKES USING INSTRUMENT TECHNOLOGY, 25-FOOT-/NTERVALS AT AREAS WHERE GRADES ARE GREATER THAN 2 PERCENT. D. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS. CORRECT OVER-EXCAVATION WITH FILL MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER OF RECORD. E. REMOVE LARGE STONES OR OTHER HARD MATTER WHICH WOULD DAMAGE PIPES OR IMPEDE CONSISTENT BACKFILLING OR COMPACTION F. PROVIDE ALL. EQUIPMENT OF SUCH TYPE, FUNCTION, AND DESIGN AS REQUIRED TO ACHIEVE SPECIFIC VALUES. WHERE NECESSARY, PROVIDE RUBBER-TIRED AND VIBRATORY SHEEPSFOOT COMPACTION EQUIPMENT. 3.03 SUBSURFACE DRAINAGE SYSTEM INSTALLATION A. EXCAVATE TRENCHES FOR DRAINAGE PIPING SHOWN ON DRAWINGS. B. LAY FILTER FABRIC IN BOTTOM OF EXCAVATION PRIOR TO PLACING PERMEABLE FILL. PLACE MINIMUM 4-INCH-THICK BED OF DRAIN ROCK (3/4" CRUSHED AGGREGATE) OVER FABRIC. C. INSTALL AND JOIN 4" PVC PIPE AND PIPE FITTINGS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. INSTALL DRAINAGE PIPING WITH PERFORATIONS DOWN. JOIN PIPE ENDS AND CAP ANY FREE ENDS OF PERFORATED PIPE WITH SOLVENT CEMENT. D. LAY 4" PVC PIPE TO SLOPE GRADIENTS OF THE WALL FOUNDATION, WITH MAXIMUM VARIATION FROM TRUE SLOPE OF 1 /8 INCH , IN 1 0 FEET. E. BACKFILL PIPE USING DRAIN ROCK (3/4" CRUSHED AGGREGATE). F. WRAP FILTER FABRIC AROUND AGGREGATE COVER AND TUCK LOOSE EDGE BETWEEN AGGREGATE AND SOIL. G. INSTALL TRENCH BACKFILL IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. DO NOT DISPLACE OR DAMAGE PIPE WHEN COMPACTING. H. EXTEND NON-PERFORATED 4" PVC DISCHARGE PIPES TO APPROVED OUTLET LOCATION AT LOCATIONS SHOWN ON DRAWINGS OR PER GEOTECH RECOMMENDATIONS. NON PERFORATED 4" PVC DISCHARGE PIPES SHALL SLOPE A MINIMUM OF 2%. PROVIDE TRENCHING, BEDDING, AND BACKFILL AS REQUIRED. 3. 04 EXCAVATION A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. OWNER'S REPRESENTATIVE SHALL INSPECT THE EXCAVATION AND APPROVE PRIOR TO PLACEMENT OF LEVELING MATERIAL OR FILL SOILS. PROOF ROLL FOUNDATION AREA AS DIRECTED BY THE GEOTECHNICAL ENGINEER OF RECORD TO DETERMINE IF REMEDIAL WORK IS REQUIRED. B. OVER-EXCAVATION AND REPLACEMENT OF UNSUITABLE FOUNDATION SOILS WITH APPROVED COMPACTED FILL WILL BE COMPENSATED AS AGREED UPON WITH THE OWNER. 3.05 MODULAR UNIT INSTALLATION A. FIRST COURSE OF UNITS SHALL BE PLACED ON THE FOUNDATION SOILS OR LEVELING PAD, AS DIRECTED BY THE GEOTECHNICAL ENGINEER OF RECORD, AT THE APPROPRIATE LINES AND GRADES. MOLDED SURFACE OF MODULAR UNITS SHALL BE USED FOR ALIGNMENT. ALIGNMENT AND LEVEL SHALL BE CHECKED IN ALL DIRECTIONS AND ENSURE THAT ALL UNITS ARE IN FULL CONTACT WITH THE BASE AND PROPERLY SEATED. B. UNITS SHALL BE PLACED ON THE FOUNDl,TION SOILS WITH A MAXIMUM DISTANCE OF 9 INCHES BETWEEN ADJACENT UNITS. THE SPACING BETWEEN UNITS INSTALLED IN CURVED REGIONS (CONCAVE OR CONVEX) MUST BE ADJUSTED ACCORDINGLY SUCH THAT THE RUNNING BOND LAYOUT JS MAINTAINED. VERTICALLY ADJACENT UNITS SHALL BE CENTERED ON UNITS ABOVE AND BELOW. ALL BLOCK LAYOUT AND PLACEMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. MODULAR UNITS MAY BE INSTALLED HORIZONTALLY WITH RESPECT TO THE PROFILE WALL ALIGNMENT OR MAY BE MADE TO FOLLOW THE BOTTOM OF WALL CONTOURS ("RUN WITH THE GRADE"). WHERE BOTTOM OF WALL CONTOURS ARE USED TO SET THE FIRST ROW OF MODULAR BLOCKS, GRADES MAY NOT SLOPE MO.RE THAN 15% WITH RESPECT TO THE WALL PROFILE BASE. D. PLACE AND COMPACT REINFORCED AND RETAINED FILL BEHIND WALL UNITS. AFTER UNIT FILL (AS DEFINED IN 2.03)/S COMPACTED EXCESS UNIT FILL MUST BE SCREEDED (ROD-BOARDED) OFF TO DEVELOP A FLAT BASE UPON WHICH SUBSEQUENT UNITS CAN BE POSITIONED. FOLLOW WALL ERECTION ANO UNIT FILL CLOSELY WITH REINFORCED FILL. E. MAXIMUM STACKED VERTICAL HEIGHT OF WALL UNITS PRIOR TO UNIT FILL AND REINFORCED/RETAINED FILL PLACEMENT AND COMPACTION SHALL NOT EXCEED ONE COURSE. 3.06 GEOSYNTHETIC SOIL REINFORCEMENT INSTALLATION A. GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. B. GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE PLACED AT THE STRENGTHS, LENGTHS, AND ELEVATIONS SHOWN ON THESE DRAWINGS. WHERE GEOSYNTHETIC PLACEMENT ELEVATIONS VARY FROM FACING UNIT INCREMENTS, GEOSYNTHETIC ELEVATIONS MAY BE ADJUSTED UP OR DOWN BY 4 INCHES MAXIMUM. C. THE GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL AND ATTACHED TO THE MODULAR WALL UNITS IN ACCORDANCE WITH THE DETAILS OF THESE PLANS AND SPECIFICATIONS. A TOLERANCE FROM FACE TO TAIL OF REINFORCEMENT OF 6" IN 10' IS ACCEPTABLE RELATIVE TO HORIZONTAL GEOSYNTHETIC ORIENTATION. PLACE THE NEXT COURSE OF MODULAR CONCRETE UNITS OVER THE GEOSYNTHETIC SOIL REINFORCEMENT. THE GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE LAID FLAT PRIOR TO BACKFILL PLACEMENT ON THE GEOSYNTHETIC SOIL REINFORCEMENT. D. GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE CONTINUOUS THROUGHOUT THE LENGTH OF EMBEDMENT. SPLICED CONNECTIONS BETWEEN SHORTER PIECES OF GEOSYNTHETIC SOIL REINFORCEMENT WILL NOT BE PERMITTED. 3.07 REINFORCED B4CKFILL PLACEMENT A. REINFORCED B4CKFILL SHALl. BE PLACED, SPREAD AND COMPACTED IN SUCH A MANNER THAT MINIMIZES THE DEVELOPMENT OF SLACK IN THE GEOSYNTHETIC SOIL REINFORCEMENT AND INSTALLATION DAMAGE. B. REINFORCED SOIL BI\CKFILL SHALL BE PLACED AND COMPACTED IN LIFTS NOT TO EXCEED THE "RAIL HEIGHT' OF THE UNITS BEING PLACED. LIFT THICKNESSES SHALL BE DECREASED TO ACHIEVE THE REQUIRED DENSITY AS REQUIRED. C. REINFORCED BI\CKF'ILL SHALl. BE COMPACTED TO 90% RELATIVE COMPACTION AS DETERMINED BY ASTM 0-1557. THE MOISTURE CONTENT OF THE BI\CKF'ILL MATERIAL PRIOR TO AND DURING COMPACTION SHALl. BE UNIFORMLY DISTRIBUTED THROUGHOUT EACH LAYER. D. ONLY LIGHTWEIGHT HAND-OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 1 FOOT FROM THE BI\CK OF THE MODULAR CONCRETE UNIT. E. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED 0/RECTL Y UPON THE GEOSYNTHET/C SOIL REINFORCEMENT A MINIMUM FILL THICKNESS OF 6 INCHES IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC SOIL REINFORCEMENT. TRACKED VEHICLE TURNING SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE r/LL AND DAMAGING THE GEOSYNTHETIC SOIL REINFORCEMENT. F. RUBBER TIRED EQUIPMENT SHALL PASS OVER GEOSYNTHETIC SOIL REINFORCEMENT AT SLOW SPEEDS, LESS THAN 10 MPH. SUDDEN BRAKING AND SHARP TURNING SHALL BE AVOIDED. G. AT THE END OF EACH DAY'S OPERATION, THE CONTRACTOR SHALl. SLOPE THE LAST LIFT OF REINFORCED BI\CKF'ILL AWAY FROM THE WALL UNITS TO DIRECT RUNOFF AWAY FROM THE WALL FACE. THE CONTRACTOR SHALL NOT ALLOW SURFACE RUN-OFF FROM ADJACENT AREAS TO ENTER THE WALL CONSTRUCTION SITE. H. CARE SHOULD BE TAKEN DURING EXCAVATION FOR AND CONSTRUCTION OF THE V-DITCH AND ALL OTHER SURFACE IMPROVEMENTS ADJACENT TO THE WALL STRUCTURE TO PREVENT DAMAGE TO THE UPPER GEOGR/0 LAYER. IF THE GEOGR/D LAYERS ARE DAMAGED, THEY NEED TO BE PROPERLY REPLACED. 3.08 EROSION CONTROL A. PROVIDE DUST AND EROSION CONTROL PROTECTION PLAN IN ACCORDANCE WITH CONTACT DOCUMENTS. 3. 09 AS-BUILT CONSTRUCTION TOLERANCES A. VERTICAL ALIGNMENT: ±1.5 INCHES OVER ANY 10 FT DISTANCE. B. WALL BI\TTER: WITHIN 2 DEGREES OF DESIGN BI\TTER. C. HORIZONTAL ALIGNMENT: ± 1.5 INCHES OVER ANY 10 FT DISTANCE. D. CORNERS, BENDS, CURVES: ±1 FT TO DESIGN LOCATIONS. E. MAXIMUM HORIZONTAL GAP BETWEEN ERECTED UNITS SHALL BE 9 INCHES. 3.10 FIELD QUALITY CONTROL A. THE OWNER SHALL ENGAGE INSPECTION AND TESTING SERVICES, INCLUDING INDEPENDENT LABORATORIES, TO PROVIDE QUALITY ASSURANCE AND TESTING SERVICES DURING CONSTRUCTION. THIS DOES NOT RELIEVE THE CONTP.ACTOR FROM SECURING THE NECESSARY CONSTRUCTION CONTROL TESTING DURING CONSTRUCTION. B. QIJALIF'IED AND EXPERIENCED TECHNICIANS ANO ENGINEERS SHALL PERFORM TESTING AND INSPECTION SERVICES. C. AS A MINIMUM, QUALITY ASSURANCE TESTING SHOULD INCLUDE FOUNDATION SOIL INSPECTION, SOIL AND BI\CKFILL TESTING, VERIFICATION OF DESIGN PARAMETERS, AND OBSERVATION OF CONSTRUCTION FOR GENERAi_ COMPLIANCE WITH DESIGN DRAWINGS AND SPECIF'ICATIONS. D. F'IELO INSPECTION AND TESTING SHALL BE PERFORMED BY THI:: GEOTECHNICAL ENGINEER OF RECORD. 3. 11 SPECIAL INSPECTION A. PER ICC-ES EVALUATION REPORT ESR-3073, SPECIAL INSPECTION DURING INSTALLATION MUST BE PROVIDED IN ACCORDANCE WITH THE 2013 CALIFORNIA BUILDING CODE (CBC) SECTIONS 1705.1.1, 1705.4 AND 1705.6. AT A MINIMUM BUT NOT LIMITED TO, THE INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING: 1. BLOCK TYPE AND UNIT DIMENSIONS. 2. VERIF'ICATION OF BLOCK UNIT FOR COMPLIANCE WITH ASTM C/372, INCLUDING COMPRESSIVE STRENGTH AND WATER ABSORPTION, AS DESCRIBED IN SECTION 3.2. 1 OF ESR-3073. 3. PRODUCT IDENT/r/CATION, INCLUDING EVALUATION REPORT NUMBER (ESR-3073). 4. FOUNDATION PREPARATION. 5. VERDURA BLOCK UNIT PLACEMENT, INCLUDING PROPER ALIGNMENT AND INCLINATION WITHIN DESIGN TOLERANCES. 6. PVC PIPE CONNECTIONS, INCLUDING INSTALLATION LOCATIONS, PROPER r/T WITHIN THE BLOCKS, AND INSTALLATION SEQUENCE WITH RESPECT TO TH£ GEOGR/D PLACEMENT 7. GEOGRID REINFORCEMENT TYPE (SEE TABLES 2 AND 3 IN ESR-3073), LOCATION AND PLACEMENT. 8. PLACEMENT OF APPROVED BI\CKF'ILL AND COMPACTION. 9. DRAINAGE PROVISIONS. TABLE 1 -REFERENCED DOCUMENTATION: 1. WALL PROFILES, ROBERTSON RANCH WEST VILLAGE, RANCHO COSTERA, PREPARED BY MICHAEL BAKER INTERNATIONAL. DATED 09/09/2015. 2. GRADING PLANS, ROBERTSON RANCH WEST VILLAGE, RANCHO COSTERA, PREPARED BY O'DAY CONSULTANTS, DATED 08/25/2014. 3. "GEOTECHNICAL EVALUATION AND MASS GRADING RECOMMENDATIONS, ROBERTSON RANCH WEST, CARLSBAD TRACT NO. 13-03, CARLSBAD, CALIFORNIA", PREPARED BY LGC VALLEY, INC., DATED 04/24/2014. 4. VEROURA RETAINING WALL DESIGN, RANCHO COSTERA, PREPARED BY SOIL RETENTION DESIGNS, INC., DATED 09/11/2015. TABLE 2 -VERDURA BLOCK PROPERTIES UNIT TYPE, VERDURA V40 UNIT SIZE, RAIL HEIGHT, IN. 7.75 ' UNIT SIZE, CROWN HEIGHT, IN. 10.75 UNIT SIZE, WIDTH, IN. 18 UNIT SIZE, DEPTH, IN. 12 WEIGHT, LBS. 89 BI\TTER = (DEGREES FROM VERTICAL) 14 TABLE 3 -SOIL STRENGTI-I REQUIREMENTS SHEAR STRENGTH MATERIAL FRICTION ANGLE, ,p COHESION, C (psf) RE/NFORCED/INF'ILL SOIL* 30 o' RETA/Nffi/81\CKFILL SOIL 30 o' FOUNDATION SOIL•• 30 50 SEISMIC/TY (50%) 0.227g UNIT WEIGHT, 7' (pcf) 125 120 120 • REINFORCED/INFILL SOIL SHALL HAVE MAXIMUM F'INE SOIL FRACTION (% PASSING #200 SIEVE) OF LESS THAN 15%. THE MAXIMUM PLASTICITY INDEX (Pl) OF THE FINE SOIL FRACTION SHALJ. BE LESS THAN 15. ** SEE SOILS REPORT FOR FOUNDATION SOIL PREPARATION. ' COHESION WITHIN THE RETAINED AND REINFORCED SOIL ZONES ARE CONSERVATIVELY IGNORED FOR THE ANAL YS/S OF THE VEROURA SEGMENTAL WALLS. TABLE 4 -GEOSYNTI-IETIC REINFORCEMENT PROPERTIES MIRA.GRID TEST 5XT BXT METHOD UNIT TENSILE STRENGTH ASTM lbs/ft 4700 7400 (AT ULTIMATE) 06637 LONG TERM ALLOWABLE GR/ lbs/ft 2575 4055 DESIGN LOAD GG-4 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER IF WORK FOR THUS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: SOIL RETENTION DESIGNS, INC. ADDRESS: 2 50 1 STA TE STREET CITY, STATE: CARLSBAD CA 92008 TELEPHONE: BY: NIKLAS J;1ssoN R.C.E. NO.: =6":'7::-'7-::'4-:-:4=1:-t-::-c::::---:-::-;::c:c-;-::-:-:-::- REGISTRATION EXPIRATl~r/ DATE: 06/30/2017 1------I----+- < CITY OF OClANSIDE CCTA\ REVI~;;:f ~~'i' , / ,,, ,!µ7-__';r, ~...,,/ INSPECTOR / CITY OF CARLSBAD ENGINEERING DEPARTMEeH -- I ' I ' - DATF DATE SYEE 7 S 77 I I -+---+------J--+-----1 I SSE6T I ~=="=======---====="=====: GRADING PLAN FOR: ~----+---+-----------------t----t----, RANCHO COSTERA ~ i f1 i ~ l ~ ii ~l'l~ I !i ""I " 1J J:) rn C) og-J]q 03 l?,f1 o~ .:l:1-1 z ,~ (JJ (/1 ,<3 .,;: D::"' u • !il ]:> 08~ ~2' !:'i z ~I VERDURA SE;iMENTAL WALL GENERAL ~IOTCS ,J,s, e < l------1---1--------------------+----+----+---+----1 ~~~~~7'r'2'JF~~~===~~~-:;---7"~~7 ?Lt 5J 2;: APPROVED: / / .l 11 JASON S. r;_:LD[R €~] JI ====~//., 1...,,,..~"'~--"v~~-·=~==--c:-::--:::--:--~ ~ / 218 /UJ I 7 ~ "I lli ~ CITY ENGINEER RCE 63912 EXP 06/30118 □hE 1 -i,i t------~---------------+----t--------~---+----1 NEW SHEET 0 JJ ' ~ ' 2 l.l 2 C $ to m ;,a ' CJ JJ ~ 2 m 2 C $ to m JJ 0 JJ I ~ 2 m ' z C $ to m JJ $~SOIL RETENTION \j~{L_~ DES I G NS INC. 2.501 ST1\TE STREET. 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' ----·. ··-----. -' -" 1 -----... - -+-_--_J ,--_-/-_ '_-+_ ........ , .... ·_ -_ ~·:_· .. : .... : .... : ... -......... ; ........... : ......... : -" ""t-----_::-.. '._ ... _ _:__;,,:· .. ·-.,.,:;, -;,... --y-----+ " . i-. -::t ::._ 1--.; - :, . --- --- ·-i -·-'. ·---f-----,-. ·..:::.t.· __ :.:_:· :__:-_.:,: , __ . --'' --..... ,--, --::.~:.~· ... '---.:·:t ·-·--- -.-.:•----i ==_.~~.r~...: :.-.:~:: _ ...... -.. :~ --. ~:.-.. :_ .,---. - - . -·. _.----L .. ,_ _1 - 1·-··--,- -' -----'-----'. - - ---------1 . ~ .. ·"""" -·----·1 .......... . -----....... --,---...... ,· ..... -.. -.. _ ... ,--··-,. -- ,---_;_ ..... ,--·· - --· _, -" -~- ---- ------,- -- ---. " .. ' . ·-..,. ... _._ .. , -·-"-·-·-·-··-!---- ---· _-1 - i ~·---, __ .. --·· -·-'··--·, . --~-= --,----,--c--. '·------.::.r.... ... -;-: -c..::_--:r .. -' - ---·--_\.._ .. ---!·--- -. -·. :_~ .. 1----. 1--~-r. --~· -----+· ---t _·:±-=:. ---_,_ . - --: -' -;. -· ··-·· . -·--'.-"'" --,--· '"" ----•-........ ·--.. : .... ---....... .,._ . -···-. I - ' -_.-r - -I-·- .. -... :: 1-·--· - - ...... i --.r: ...... TERRACE DITCH PER CIVIL PLANS -. -t··· :~:: -·--_-f:::--:·:.-i---_·,:._..-..: l·--:=: :'" -·-~:_ - -r ., .. ,f-, -•t--...... ,.-... ~ ..... ___ ---·-·-· .. ·:-·----------·-i---- - -.. --. --·j- 7-t NOTE: GEOGR/0 FREE ZONE (TOP LA YER OF GEOGR/0 NO CLOSER THAN 3 ANO NO / PEDESTRIAN GUARD V RAIL PER SHEET 6 RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LAYER. FOOTINGS TO BE DRILL EXCAVATED. "TW _,,-VERDURA / TYPICAL FURTHER THAN 5 BLOCKS _ ---"-,, , ~ FROM WALL CREST) ---_,,~--40 REINFORCED SOIL~--__ MIRAGRlf/iffT L=11' r= 125 pcf \'--y-EXPOSED HEIGHT <P=30' \ MIRAGRl9J.J1P L=11' 1 .4 C=O psf , 2;fff:;;[~~~'-\ MIRAGR/O RXT_=L-_---'1--'1_' ---'i'!nlf"'~ HEXP=B' TOTAL HEIGHT Hro;-= 1 o• ;,;RETAINEOiz, llXT It--~ 'f SOIL ;ii,\ Y)'l/§-(:' , , ·\ Ml0 'GRIO AXT L 11 • ·., "\\.,,<-, ··">0!,>>5'/ fv; BXT.. = '.S·)l/_i(:-~t1..+-HDE=4.0' MIN. RET~~fgo sg~~ ~~,,-~__:M:,~:.;'.i4_:cG::_:Rl_°s_.J1P __ ---'L'---=__:1__:_1_' --'~tli;:'f-'B"-'W"--------"--,,,L---------'--- <P=30' ~~Ys~_i✓:;~~~-" C=O psf -~--ii§i'i'l}f;fjj,/it;~vji:f'j; 4" PERFORATED PVC DRAIN .. c,¼0v ;;,:;, 'i,~_,:;ji{!ii,:,f'if (TYPICAL (TYP.) ENCAPSULA TEO IN 1 CF FOUNOA TION SOIL DRAIN ROCK (¾" CRUSHED) PER r=120 pcf <P=30' LF AND WRAPPED W/ GEOTEXT/LE DRAINAGE FABRIC. 4" C=50 psf DIA. SOLID PVC OUTLET PIPE PER PROFILE OR AS DIRECTED BY GEOTECHNICAL ENGINEER. 7' MIN. TO DAYLIGHT FOR WALL -XT'- Hro;- HEXP Ha,, FG TW BW FOOTING) L[G[NO GEOSYNTHET/C REINFORCMENT OVERALL WALL HEIGHT EXPOSED WALL HEIGHT WALL EMBEOMENT FINISHED GRADE TOP OF WALL BOTTOM OF WALL WALL 30 (TYP.) CROSS SECTION: MAX HEIGHT 10.00' PLAN L.EGEM:) VEROURA SEGMENTAL WALL SHOWN WITH BATTER GEOGRIO EXTENT DESIGN NO. 4 SCALE: 1 "=5' (H&V) l ' ..;__ -i•--.. ,:· ~c. -_L --- -----t --. -··.:;:-:· ---,---(· ·-. -" --j .... , .. -.... , -- - PROR..E l.EGEM) f'__ROFILE: HORIZ 1"=20' VERT 1 "=4' -FG -7W -BW -#XT- -(/) -L -EB FINISH GRADE TOP OF WALL BOTTOM OF MSE STRUCTURE DENOTES TYPE OF MIRAGRID REINFORCING REQ'D DENOTES THE NO OF BLOCKS BETWEEN THE MIRAGR/0 LA YER LENGTH OF GEQSYNTHETIC REINFORCING (FEET) APPROXIMATE SUBDRAIN OUTLET LOCATION. TO Bf DETERMINED IN THE FIELD, GEOGRID NOTE: 1-GEOGRID LENGTH CONNECTION. INSPECTOR CITY OF MEASURED FROM BLOCK ENGINEERING DErARTME~T ---- !GRADING PLAN FOH: RANCHO COSTERA - NEW SHFFT DATF INITIAL I VERDURA lyf)TAll')ING ------l----+-------1----+-----< WALL NO_ .30 PLAN & PROFILE APPROVED / / ~ ~fa.SON S. j:;EL 1ER T ---~vlL------'--"-------zJ t..'2 1?1>1+ ____ ,J:1.A-J,).r,;-, .CITY ENGINEE:R RCf 63912 EX". 06/30/18 [)'ATE ' DATE DATE INITIAL SCALE: l 11 --= 20' 2501 SIATE SIREEI. CARLSBfaD, CA. 92008 800-346-7995 REV,SI01, DESCRIPTICI\ INITIAL OWN BY, .;/cl:;.,~, ,i' PROJECT NO. r JRAWII\C NC.1 CHKD BY: .,.,,-CT 13-0.:i 48C-.:iA · ENGINEER O, WORK RVWD BY: I ~------------~ OTHER APPROVAL CITY APPROVAL l I I I I I l l I I 'l .:1 j I I I I I ' ' □ :0 ~ z (i) z C: s OJ m :0 □ :0 ~ z (i) z C s OJ m :0 GEOGRID FREE ZONE (TOP LAYER OF GEOGRID NO CLOSER THAN 3 AND NO FURTHER THAN 5 BLOCKS FROM WALL CREST) 4" PERFORATED PVC DRAIN (TYP.) ENCAPSULATED IN 1 CF DRAIN ROCK (¾" CRUSHED) PER LF AND WRAPPED W/ GEOTEXTILE DRAINAGE FABRIC. 4" DIA. SOLID PVC OUTLET PIPE PER PROFILE OR AS DIRECTED BY GEOTECHNICAL ENGINEER. NOTE: / TRAIL FENCE PER LANDSCAPE PLANS, DWG 480-JL RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LAYER. FOOTINGS TO BE DRILL EXCAVATED. FOUNDATION SOIL -y= 120 pct <P=30' C=50 pst VERDURA 40 TYPICAL EXPOSED HEIGHT H== 10. 67' TOTAL HEIGHT Hror= 14. 67' H..,=4.0' MIN. LEGEND -KF-GEOSYNTHETIC REINFORCMENT Hror OVERALL WALL HEIGHT H,,, EXPOSED WALL HEIGHT Haw WALL EMBEDMENT FG FINISHED GRADE TW TOP OF WALL aw BOTTOM OF WALL LOWER WALL 24 (TYP.) CROSS SECTION: MAX HEIGHT 14.67' GEOGRJD FREE ZONE (TOP LA YER OF GEOGRID NO DESIGN NO. 1 SCALE: 1 "=5° (H&V) REINFORCED SOIL y=125 pcf <P=JO" C=O pst NOTE: RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LAYER. FOOTINGS TO BE DRILL EXCAVATED. CLOSER THAN 3 AND NO , ___ . , TW FURTHER THAN 5 BLOCKS '. ··---·nn11~~------r------.- ,·,;r0'.'"";!'--.. , t l ) FROM WALL CREST) 20~_:_ t,~_;;..,;,if-0.'~k. ·. . 5XT L _6, EXPOSED HEIGHT i,RE TAINEu.!;,:_ -4 TOTAL HEIGHT ' SOIL ?-,)_ H,,,=4' 'ki0¼~.: ,,·c;v,'fi; , I Hror=5.JJ' ·'t ,-& :\1/"' \ 5XT L =6 FG t RET~~~go sg~~-,, _-.-~4--... _M!"·"'·"'.a"'_ wc,__,,,_ ... ___ ~ _____ jL__ ~ 7 0' ~,"' ~"~"-' LH 1 77' MIN ~=~ ; •FOUNDATION SO/U'''; ""= -~ · C=O pst ~J'P#'~;;Wf,_~t',:_}!i!f!f "½~~J;?:i0.'t:0:-',7Y;;:;;:>_~•.,y,,~)i 4" PERFORATED PVC DRAIN ' ' ' (TYP.) ENCAPSULATED IN 1 CF FOUNDATION SOIL DRAIN ROCK (3/.4" CRUSHED) PER -y= 120 pct <P=JO' LF AND WRAPPED W/ GEOTEXTILE DRAINAGE FABRIC. 4" C=50 pst DIA. SOLID PVC OUTLET PIPE PER PROFILE OR AS DIRECTED BY GEOTECHN.'CAL ENGINEER. -XT-- Hror H,,, H"" FG TW aw LEGEND GEOSYNTHETIC R[INFORCMENT OVERALL WALL HEIGHT EXPOSED WALL HEIGHT WALL EMBEDMENT FINISHED GRADE TOP OF WALL BOTTOM OF WALL UPPER WALL 24 (TYP.) CROSS SECTION= MAX HEIGHT 5.33' DESIGN NO. 2 SCALE: 1 "=5' (H&V) c:f'>~1 SOIL RETENTION -~~ r6rl!Vj---D-E_S_I G-N-S I N C . '.~ --- 250, STAT= STREET, CA~LSBAD, CA 92008 800-.316-7995 REINFORCED SOIL -y= 125 pct . <P=30" C=O pst NOTE: GEOGR/D FREE ZONE (TOP LA YER OF GEOGRID NO CLOSER THAN 3 AND NO FURTHER THAN 5 BLOCKS "'"'Jf'x&!':c0---_ _.._ FROM WALL CREST) ;:>%'.!00}:c=yo,\--.., _fifRE IAINEDJ·\ , ;,-SOIL fi 5XT L=5 RETAINED SOIL '"";;:~?/\ -y= 120 pcf ' · \ 2% <P=30' C=O psf "TW FG aw 4" PERFORATED PVC DRAIN (TYP.) ENCAPSULATED IN 1 CF DRAIN ROCK (¾" CRUSHED) PER LF AND WRAPPED W/ GEOTEXTILE DRAINAGE FABRIC. 4" DIA. SOLID PVC OUTLET PIPE PER PROFILE OR AS DIRECTED BY GEOTECHNICAL ENGINEER. FOUNDATION SOIL -y= 120 pct <P=JO' C=50 pst RAILING / FENCE CONTRACTOR SHALL NOT TRENCH EXCAVATE THROUGH UPPER GRID LAYER. FOOTINGS TO BE OR/LL EXCAVATED. EXPOSED HEIGHT I H,,,=2. 67' TOTAL HEIGHT Hror=4.67' Ha,e=2.0' MIN. I LEGEND -XT--GEOSYNTHETIC REINFORCMENT Hror OVERALL WALL HEIGHT H""' EXPOSED WALL HEIGHT H.., WALL EMBEDMENT FG FINISHED GRADE TW TOP OF WALL aw BOTTOM OF WALL UPPER WALL 24 (TYP.) CROSS SECTION= MAX HEIGHT 4.67' JATE INITIAL ENGINCER OF WORK DESIGN NO. 3 SCALE: 1 "=5' (H&V) REVISION DESCRIPTION ----,-----i=-c.=t----,,,--.-, 112A-/fl .Lv DAIT INITIAL DAIE INITIAL OTHER APPROVAL CITY APPROVAL GRADING PLAN F'OR: RANCHO COSTl:!i!RA DATE SHEETS 7-, / VERDURA ~j':TAI IN8 WA.L NU. 24 CRUS:i SlCTIO°"S A_P_P_R_o_v_E_o_,... !~~,/..,.,.,.,'J.r'-'---M'---) _____ J-,--A_s-co_ri ~t[~b~).:J, CITY ENGINEQ<'. _____ . RCE 63912 EXP. 06/30/ 8 or, TE ' OWN BY: CJ ;===P=R=o=J=E=C=T=t=ic:'::-_="=~o=R,=1,=v1=N=G=c,~O. CHKD BY: ~" CT 13-03 ~80-3,\ RVWD BY: -1-1-J' "'' ' I l I I I [ ~ 8 0 lJ ~ 2 G'l 2 c:: ~ OJ m lJ 0 lJ ~ 2 G) 2 c:: ~ OJ m :0 - ~ ~ " 9 MAXIMUM SPACING TOP VIEW ~ ~ ~ 12" I' - ~ - ' g MAXIMUM SPACING r-r- GEO SYNTHETIC REINFORCEMENT LAYER TOP OF BLOCK j --10 ;, .. I -r --18" FRONT VIEW 4 ____ l I~ 12· ~I SIDE VIEW VERDURA 40 BLOCK DETAIL SCALE: N. TS. FRONT OF WALL DETAIL SCALE: N.T.S. -r- -G!R -- V ['--. r- ~"- )----4" DIA. I OUTLET ----~!='rw=F'~~--</ ~----;--.---c----c-i--'rs _J 8" RETAINING WAIL~ NO . .30 SOLID PVC P/Pf SUBDRAIN HEADWALLIPENETRA TION DETAIL SCALE: N. T.S. "" 01-'AILTI_,, J .:'"\JL,L\\ SCHf.J)Ul_ E AO PVC \ (CONTINUOUS) \\ ~ 7FT M/N. ~ \\ "' GEOSYNTh'~TiS ~ \ "' RC!NFORCE'AENT -~ \ ~ OV[RLAP ~ X --X--X - X f----,---1 SECTION A 1rT. MIN__,, OVERLAP 1" SOI 80 ~ +-----)E------ - 1 FT MIN. -~PVC (CONT) \ GFOSYNTHET!C \\ 11 REINFORCEMENT OVE,PLAP "-, ~g OVERLAP DETAIL NOTE: GEO SYN I HL I IC RF!NFORCFMENT , /\BUTS AOJ4.CFNT ~ SECTION '-, 1 FT MIN OVERLAP '"', GEO SYNTHETIC REINFORCEMENT 5/-/EETS -,--: -r-:-, I --' 1 ! I ! --z c.51 ,:::I ;Oi lcJ rt: ,;;.:::- !--.I I m-,-,-j --, j ' ' ' I I I , I FACF 01 WALL WRAP AND/OR curl / CEOGFi/D AS NECESSARY TO \\ ' GEOSYNTI-IET!C OVERLAP 1 FT BEHIND BACK OF BLOCK FU AROUND OBS .1 Fs:UC l lON 1" DIA SCHEDULE 80 1 f-'1/C CONNcCTJON PIH[ CONTINUOUS A! ONG FACE NO[E: PIPFS ABUT ONF ANOT/-IC,'/ /\ T THE TRANSITION (ROM ONE PIPE SEGMENT TO GEOSYNTHFTIC RFINFORCFMENT OVff/LAP S/-IALL BE ON TOP. PLAN VIEW GEOGRID CONNECTION DETAIL 1 /-IE NEXT Hf PE SEGMEN /, PIPE SEGMENTS S/-IALL NOT LINE UP VER l lCALL Y. rCMU WALL I ef 1 VERDURA I I CASE A PLAN VIEW CASE A WALL W/ BATTE,"! CASE B 1 _ 7 1 r-;:: CASEC SCALE: N. T.S. CMU WALL W/ RCTURN -,\ CMU WAL.L END OF WALL TRANSITION DETAIL SCALE: N. T.S. TRAIL FENCE PEP - LANDSCAP[ PLANS "', owe; 480---3L o /\ 7/ VcPDUPA WALL W/ l:3ATTEP j CASED PLAN VIEW VER/JURA WALL CMU WALL\ \\ j h'lal1''-~ -VERDURA ' '« )>'/ ,'// ?:;~-:;i--I "'.✓,,;-;_y ""I =----_ __JJ CASED SECTION A-A WALL 0 PEDESTRIAN GUAF/0 RAIL (SEE GRADlNG PLANS S!l[ET 6) 0 RFTAINING WALL~ NO. 24 (UPI-TR) ~ I I 6" -j ---x------\ -x---- ~--SORSO 0-75 TERRACE 01rc1-1 ffP[ 'C' (S[E G.RAOING PLANS S/-IEET 6) ~iJPPEFi LAYER MOST GEOGR!O RETAiNING WALL~ NO. 24 (LOWER) ----.., h'.tit:l;:J 0 .::-''.~: ..... ~: . .,-:.;:: :•, .... _.. ·\ ,,:· .. .<-::._;••.· :;{ ·--~ ·:~./-~ ... ... . . ·, , . NOT[: PEDESTRIAN ff/A/1--1 PER C!ViL RLANS \ \ +----, ~ , __ UPPEP LAVER GFIOW DITC/-1 __/ PER CIVIL PLANS MOST G[OGR/0 /\'() /T. ' I ! L. L':±:±±:Jl,f---RAILING / FENCE CONTRACTOR S/-IALL NOT TRENC/1 EXCAVATE THriOUGI I FIA/LING / FENCE CONTFIACTOP TRt:.NC/-1 EXCAVA!L l /-/,ROUGH UPPE.R GRID LAYER FOOTINGS TO BF DR/IL EXCAVATE() TYPICAL BENC:H DET AlL S/-IALL NOT TOP OF WALL DETAILS SEE CIVIL PLANS FOR DIMENSION/NG SCALE: N. T.S. UPPEFi CR/0 LAYER. /001/NGS TO BE DRILL FXCAVATFO TYPICAL PEDESTRIAN TRAIL DETAJL I I I 3'' OF GFiANULAR FILL REQUIRED BETWEEN OVERLAPPING GEOSYNT/-IETIC REINFORCEMEN r FOR PROPUI ANCHORAGE r VERTICALLY /1LTERNATE GEOSYNTHET!C REINcORCtMENT PLACEMENT TO AV/0/0 CONTINUOUS UNREINFORCED SECTIONS FACE OP VERDURA WALL NOT[: ----- CHECK V'Vl rH MANUFACTl)R[R'S SPECIFICATIONS FOR THE CORRECT ORIENTATION Oc Ti/[ GEOSYNT/-IET!C ,'/EiNFO,CIC[MENT TO OBTAIN PROPER STFIENCT/-1 ' \( ,n0x.,,;> (<?> ~~ %~✓~_';, / 1/,/.// • // o/'/v ,/ / ", //_/ 1/ /1//' / />;>Jjf>/ :;; -; / V GEOGRID PLACEMENT ON CURVES DETAIL VERDURA 10 TYPICAL SCALE: NJ. S. V I I .[1~ x ~---BACKCUT AS DIRECTED f!Y GEOTEC/-INICAL [NCINE[R BASCO 0 FIELD CONDITIONS. 1' THICK CAL TRANS CLASS ll PERMEABLE MATERI/\L LENS FOR EXCESS BACKCUT SEEPAGE AS DIRECTED BY GEO /CCI-IN/CAL E,\1G/NEER, * 2% MIN. OR AS DIRECTED AND APPROVED BY Tl-IE GEOTEC/-INICAL ENG/NEU/ TYPICAL CHIMNEY DRAIN DETAIL I AS REQUIRED BY GEOTECHNICAL ENGINEER SCAIE: N.T.S. SIIEET 60 DATE INSPECTOR DATF CITY OF CARLC::BAD I SHFETS ENGINEERING DEPART~ENT 7 7 GRADING PLAN FOR: -----------j----------.. ------------t------t------f-----t-RANCHO COSTmRA , SOIL RETENTION DESIGNS INC. 2501 STAT[ STR[E-, CARLSBAD, CA 92008 800-346-7'995 -------+-------•- f---J----+---------------- NEW Sl-·EET '-'-'~- DA--;-E INITIAL ENGINEER OF WORK REVISION DESCRlrTICJN DATE INITIAL DATE INITIAL OTHER APPROVA __ CITY APPROVAL SEGMENTAL WALL TYPICAL DETAILS OWN BY: CJ CHKD BY: ~ cs RVWD BY: HtJ- PROJECT NO. CT "_3-03 DRAWING NO. 480-3A. I 0 :0 ~ 2 G) 2 C ' s: DJ m ' :0 0 :0 ~ 2 Gl 2 C ' s: DJ m :0 031317 0 :0 ' ~ I 2 G) 2 C s: DJ m :0 ~ ~ ., .., ,;; ,;; ~ ' " I jl: C 5 I - ~ § i i "' "' ? C < :,l-., m !'.I ~ ", '" ,. < ~ ~ 0 oo 0 ., I :u· .. ~ 8 ;,§8~ =Ei 0 1i ~ CJ C '~ 93 ~ z ;~ [D UJ G>-< "' ~~ -< 2 " ·c •cp 8 '.~ p .,::. GJ ] ~ -· I j~~ 00 2 .., 0 J 5: I 0 C .., ;;, ii ~ :-l I s: ! i;; ~_fr! ~ '[ ': ,: DJ \L •:..iz m i!l z :0 rn ;;-~ Ii I ., I I -,; I • 40' \ \ CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOT£!! 80' ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 2016 O'Day Cor1bultants, Inc. t ;I., 5 I BJ II EX/Sr CURB, CUTTER & SIDEWALK ii\: . I , J , I ;1\, 11 ·I' • i I l : i I Ii i , i · 11 i -VAR/£ : ~ / 8 ' /,• ;,,· .c ,, ;, -:,--_ DESIGNED BY: JT AM BF HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1" = 40' PROJECT MGR.: G.0. JOB NO.: _10-1307 \ ~ 1 .,_, I BENCHMARK: / '" ' s~f.) . :[--,/ CAUTION· CONTRACTOR LL NOT PERFOR, Y WORK BEYOND TH6 7TS OF GRADING. VN.TRA CTOR SHALL NOT 0/ST/JRB THE HABITAT ADJACENT TO THE LIMIT: GR AO/NG sS 'J DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS IJ2/5" LOCATION: IN NORTHEAo'T CORNER OF CANNON RO. BRIDGE OVER AGUA HEOIONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R. O.S. NO. I 7211 (PT. NO. 105} ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & C.S. NGVD 1929 \ WORK TO BE DONE THE CRAOING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS, REMEOIAL CRAO/NC, ORA/NACE FACILITIES, EROSION CONTROL FACILITIES,· PLANT!NG OF PERMANENT LANOSCAPINC, PREPARATION OF AS-BUil T GRAOINC PLANS ANO AS-BUil T GEOLOGIC MAPS ANO REPORTS, ALL AS SHO/fN OR REOUIREO ON. THIS SET OF PLANS ANO THE CITY STANOAROS, SPECIFICAT!ONS, REOUIREMENTS, RESOLUT!ONS ANO ORDINANCES CITEO THE GRAOINC WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS 0/RECTEO BY THE CITY ENC/NEER ON THESE PLANS. I. CARLSBAD MUNICIPAL COO£ 2 CITY OF CARLSBAD ENGINEERING STANOAROS. 3. THIS SET OF PLANS. 4. THE STANOARO SPECIF/CA T!ONS FOR PUBLIC WORK CONSTRUCTION (GREEN BOOK, LA TEST EDITION) 5 SOILS REPORT ANO RECOMMENOA TIONS BY LGC VALLEY, INC. OA !£0 MAY 5, 2016. 6. THE SAN 0/£00 REGIONAL STANDARD ORAWINCS ANO AS MAY 8£ MODIFIED BY THE CITY OF CARLSBAD STANOAROS. 1 PLANNING AREA I SOIL FILL EROSION CONTROL R£11£CETA T!ON PROGRAM ROBERTSON RANCH WEST VILLAGE PREPARED BY PLANNING SYSTEMS, OAT£0 MAY 19, 2016. 8. STORM WA!£R POLLUT!ON PREVENT!ON PLAN (SilPPP} PREPARED BY CHANG CONSULTANTS OATEO MAY 11, 2014. !ttJIO: 9 J7CJ69879, AMENDED ON JUNE 28, 216 9. THE CALIFORNIA STORM WATER QIJALITYASSOC/A TION (CASOA}, STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK ANO STA TE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTR/JCT!ON Sil£ BEST MANAGEMENT PRACTICES (BMP} MAN/JAL LEGEND CABLE RAIL FENCE SEE DETAIL ON owe 480-311. SHEET2 420 LF !£MPORARY ORANGE ENVIRONMENTAL FENCE /NO/CATES LIMITS OF GRADING ---EF -0-1,110 u /5' W/0£ FILL SLOPE KEYWA Y EARTHWORK QUANTITIES: CUT: FILL: 72,000 C. Y. (FROM ON-SITE} IMPORT: EXPORT.· REMEDIAL: 1,700 C. Y. (KEY WA Y) San Diego Gas & Electric Company Reviewed By:____ . Colleen ino Land Management Representative Valid for 18 montha from date of signature NOTES· SEE "PLANNING AREA I SOIL FILL EROSION CONTROL REll£GETATION PROGRAM ROBERTSON RANCH WEST VILLAGE" OA TEO MAY 19, 201/J 2 CONTRACIOR SHALL REPAIR, SIDEWALK, CURB & GUT!£R, OAMAGEO 0/JR/NG GRADING OPERAT!ON 3 PLANT!NG IN TAMARACK A VE RIGHT OF WAY IS TO 8£ /RR/GA TEO BY 0Eli£LOPER SERVICE WITH SEPARATE SYS!£M THAT CAN BE /SOLA TEO ANO CONTINUE IN /JS£ AFTER THE ON-Sil£ /RR/GA T!ON IS 0/SCON T!NUEO rn-OENOTES EASEMENT, SEE EASEMENT TABLE ON SHEET J t----+-----t---------+----+--+-------1-__._j I SH6EE1T I CITY OF CARLSBAD ~ :====--===::E:::N:::Gl:::N:::EE:::R:::IN:::G::::::D::EP::A:::R:::::T::::M::EN::::T:::==::::..:l_Mj:::::::::::::=: 77 ADO SHEET 61: PAI STOCKPILE PLAN @ II 11:, .C.... DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE PLANNING AREAS 1-11, /J, & 2J(A, 8, C) APPROVED BY: / / v).,,,t~ JASON S. GELDERT ----------'{,4-"'""-L~•!{_'----'1(;/l--"--'--"-----·~&:,_il,l,.t!lb CITY ENGINEER RCE 63912 EXP. 09 30 16 DATE, CHKD BY: \<'..C OWN BY: E PROJ~CT NO, DRAWING NO. RVWD BY: KC.. C. T. I J-03 480-JA G:\10D07\1007bg61 -STOCKPILE.dwg J.il 19, 2016 10:541im Xrefs: 10078G; 1007ATP01: 1007omop: 1007WMAP; 1007AUTL7: 0114T-PA14; 1007Calle; 10078'-IAP: 1007b7d; 10078UTl; 10078S[R; 1007\YUlL; 1007WGRD; 1007wslr; 1007bS'RJ; 1007CS1TE-STOCKP!I• ' ' C JJ ~ -2 G) 2 C s: m m JJ □ JJ ~ 2 G) 2 C s: m m JJ □ JJ ~ 2 G) 2 C s: m m JJ O' 1 o· 5 20' SCALE: I" ~ 10' LOT 65 5,724 SF 167.3 CAUTION!! I I I I I I I I LOT 43 13,141 SF !16.2 CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE AELD PRIOR TO CONSTRUCTION! NOT£!! LOT 66 6,590 SF 166.3 ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SUR'fEY CONTROL. ©2017 O'Day Consultants, Inc. ,,,;, I I :( , RET. WALL 16. PER PRECISE GRADING PLAN / I I I I I I I I "'l'iJf'/" I I BMP-3 LOT6!,.,, HOA !67.26 EL. ~--,STORAGE.AREA'-__ __. REQO:4i5! SF -PROV:4155 SF --,.__ LOT 67 -6,111 SF 164.9 BMP 3 -LOT 61 SCALE: I• = 10' 010 = 4. !J CFS Qllrl = 0. 774 CFS 164. 15 FL 164.18 F, DESIGNED BY: JT Ml BF HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1" -10' I ~ I ~ I ..,, I I I I RTER BOX x24' BROOKS BOX OR EQUAL, WITH GRATE I I I • - 1/;'1 ', I -i I ~· / ,_ ---------, 1/. I ,,_'ll <§{ ----.:.:< I </,1 1 .4 ---!_ -f I I -_ / / I ________, /1 I I I "AS-BUILT" CONSULTA/~TS PROJECT MGR.: G.0. JOB NO.: 10-1307 _ h,_,,,,,,____ cJl n'#-_1_;/:2,, 11e GtORtrEo7J~i,_ r"-.-, f--------------------1 P.E. 32014 EXP. l'f;il'/ZO DATE 2710 Loker Avt.tnue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-9.31-8680 OOayConsulton ts.com Civil Engineering Planning Processing Surveying REVl?fED )jY: _ / . (}__[lc,.._-J--------=DA"-=--TE: 1/"sQ/17 _ _1/f/lf'2?p/ /Q~ly GE GE RCE: T3z()14 INSifECTOR / DATE ENGINEER OF WORK: ,---------------- GEOTEXT/LE FILTER FABRIC 3" MIN!iV!iJM 3EPAP,AT10N rr?OA-1 UNE.R GEOTEXT!LE FILTER - FABRIC i l C 18" PIPE TEE WITH I WIRE MESH CAP (SEE SECTION 'C-C' A-I FOR DETAILS) IMPERMEABLE LINER 1 TYPE'G-1'CB. /STREET ",-_L-~-------,~ ·t-5.0" DIAMETER tJRIFiCE (ORIFICE SOF-FJT FLUSf-! WITH PIPE SOFFiTj -------- UNDERGROUND STORAGE DETAIL (BMP-3) NOTTOSC/'LE c---------AREA OF CRAVEi .. "' 4151 SF ------ -.J'-.,,c_.' ft' ,c,.. . 18" PIPE TEE YrlTH YrlRE MESH CAP - --: (SEE SECTION t-C' FOR OETAIL FOUNDAT/QN'/24,:;s-~ ~ ;0§§f~/~ ' 5t A 4,60' GrZI\VEC IMPERMEABLE LINER--' 3" PAlN!MUfv/ $CPANATiON FROM UNEP I/ ORIFICEN SEE DETAIL ON owe 480-J, SHT 5 EXIST. SEE SECTION AT RIGHT MOO. T'rPE G-! L EXIST. / CATCH BASIN il,'/'; 12" PVC MOO. T'rPE 8-1 _Q ll'< :<:J ; TO ST°!!_~GE CURB INLET ~-r 1- \)) <j L I h 15' I I 1t...--7 \V~. 0.5' 1' '1' '(,> ,< LL __ ..J : l,__~~--~ ~_f.;':_f;3f/;__,.'~,,:J~;=;=L-.J '<,~ I I 1 STORAGE F/LTERRA l__ / Ol;RTER BOX: ----s" s!j 8" PVC 24"x24" BROOKS BOX, --c---~~ TO STORAGE°' TO FILTERRA OR EOUAL, YrlTH GRATE ~ "s'v 12" PVC@ 1% MIN Fl= 166.41 24" RCP .'o> TO STORM ORAIN IN STREET BENCHMARK: DESCRIPTION: 2.5" OISC STAMPED "CLSB-!05, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEOIONDA CREEK. 120 FEET SOIJTHWEST OF £L CAMINO REAL RECORD FROM: R.O.S. NO. 17211 (PT. NO. 105) li~/4" D TE DETAIL -ORA/NAG£ SYSTEM NOT TO SCALE ". ,n. ~ AOO SHEETS NOs 62 1/iNITlAL 17 DATE SECTION 1/\-A' UNDERGROUND STORAGE DETAIL (BMP-3) Nor ro C,CALE '3/, 6" ¼' ~ ¢,> ~~ 'f',i>-'I 5. 43" DIAMETER ORIFICE r:ft:fEJAIL, owe 4BO-J, 0/VERTER SECTION 1/ NOT TO SCALE NOT£· BROOKS 2424 CB W/ GRATE, OR ED/JAL (2424 836, 2424 T6 W/FRAM[} SE£ SHEET 77 FOR ADDITIONAL DETAILS SE£ TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER £NC/NEERING, DATED AUG. !, 2016. I S6E2T I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE BMP 3 -H.O.A. lOT 61 SHEETS 77 APPROVED BY: a /J ~ JASON S. J!;/t/RT CITY ENGINEER ✓ -.-" _ 2. 1$ ZOI :;:_ RCE 63912 EXP. 09/30/18 DATE ',,~11'1 -¥--C--, DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: C5P ELEVATION: 45. 410 M.S.L. DATUM: IJ. S. C. & G.S. NGVD 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: l<'.C-c.r 13-03 480-3A C: \Us1:r,\JgsonS\gppduto\lo~ol\temp\A~P~bli5h_ae64\10078G62-77.d11g Jw1 OJ, 201-1 11: 52<;1m Xrefs: 10078G; 1007AfP0I; 1007omop; 1007AUIL7; 0114T-PA14; l0078MAP; to07bgrd -bmp bosins: 10078UlL; I0078S"IP ,---j --_____:'.___, I -, \ I ,...._ I I ! ' I I j I ~ ! 8 0 JJ ~ 2 G) 2 C s m m JJ 0 JJ ~ -2 G) 2 C s m m JJ Cl JJ i 2 G) 2 C s m m JJ o· 1 o· 5 20' SCALE: 1" ~ 10' ·y-----.. -\I/ I I I I CAUTION!! j CONTRACTOR TO VERIFY TH£ EXACT LOCA 110N OF £XIST1NC UT1L/T/£S IN TH£ FIELD PRIOR TO CONSTRUCT10N! NOT£!! ' I ' I 4 ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2017 O'Day Consul lants, Inc. I tj I 4 , /4 I I I / I I I I 0/VERTER BOX 24x24• BROOKS BOX OR EQUAL,-...... WITH GRATE I ' ,j I 21+1a54 151,99 Fr; I / / I I I..._-· --.--=::: - ~2+59.92 155.51 FG BMP 4 LOT 246 ~ HOA 150.20 EL. STORAGE ARE,4----- REQD: 5798 SF PROV: 5802 SF 18" llDPE' /.llf.'tµ FLOW LOT 205 5,108 SF 160.5 -----· ------- -------=:--------- -::-:--:-_-..;·~ 105' ---------J LOT 206 5,320 SF -------- 153.4 BMP 4 -LOT 246 SCALE: 1• = 10' 010 = 1.21CFS QIIQ = 0. 903 CFS ' I I I I I . I ! I -\ I I I ... '" ./ -------I I --4 ----- I I I I I I . I I I I I -----------------------------------1 "AS-BUILT" 2710 Loker Avenue Weist Suite 100 Carlsbad, California 92010 760-931-7700 Fax; 760-931-8680 ODa)Consultants.com Civil Engineering Planning Proces1:11ng Surveying DESIGNED BY: JT AM BF HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1" -10' ~ ,-,//~ ,s,-L( ~v~' _L5. /,?/=/1&_ PROJECT MGR.: G.0. JOB NO.: 10-1307 [$( ~ f----------------l P.E. 32014 EXP. l~ill,ll.s.> DATE ENGINEER OF W?.RK: RE~ INSPECTOR to-t-1~ DATE BENCHMARK: DESCRIPTION: 2.5" 0/SC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEO/ONOA CREEK. 720 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: ROS. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DATUM: U.S.C, & G.S. NGVD 1929 EX/Sf SEE SECTION AT RIGHT MOO. TYPE G-1 CATCH BASIN GEO TEXTILE FILTER FABRIC 3"M/NJMIJM SEP.APA TION FROM LINER GEOTEXTILE FILTER FABRIC IMPERMEABLE LINER t C IMPERMEABLE LINER 18" PIPE TEE WITH WIRE MESH CAP (SEE SEC (ION 'C-C' FOR DETAILS) 18'' PJPE 12" PEA'FORATEU PIPE 1 TYPE 'G-1' C.B. 15,Q" OIM..:IETE:R ON!FiCF !-----LL (OP!FJCE SCFFIT Fl.USN W/Tri PIPE SOFFIT) ORIFICE PLATE !,60" DIAMETER OF?fF!CE _ ___..--(ORIFICE JNVERT FLUSH --WITH PIPE INVERT) l'.::::==r-----~~ A__J B__J UNDERGROUND STORAGE DETAIL (BMP-4) NOT TO SCALE ;--------AREA OF GF-?AVEl."'" 5798 SF-- 5J50' GRAVEL 3" MIN{AiUM SEPARA noN FF.'OM LINER SECTION ~-A' UNDERGROUND STORAGE DETAIL (BMP-4) 8" PVC TO FILTERRA 0/VERTER BOX: 24"x24" BROOKS BOX, OR EQUAL, WITH CRATE fl= 15a11 NOTE: ,0 s,, &.., /So 7o ,clti /_;, ~/,> <."',?1',; /,0' 5.86" 0/AMETER ORIFICE (SEE OETA/l, OWG 480-J, DIVERTER SECTION SHEET 5) NOT TO SCALE BROOKS 2424 CB W/ GRATE, OR EQUAL (2424 836 IY/FRAME) SEE SHEET 71 FOR ADDITIONAL DETAILS STREET SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER ENGINEER/NG, DATED AUG. !, 2016. ~ CITY OF CARLSBAD I SH7EE7TS I ~====~====~==============================~=====~====~====t===~ ~ ENGINEERING DEPARTMENT GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE 8MP 4 -H.O.A. LOT 246 ~=PP=R~O~V:E~D~B~Y~:(/4~~~~~--~J:AS:□:N S. GELflER~ ..,._., . zb,,@l:L CITY ENGINEER RCE 63912 EXP. 09 30 18 DATE I •o 17 9 ADD SHEETS NOs 62 -77 2.. P-I"' C--~:;:::::;:::::::=:::::::=::;-;::=:::::::::::::::::::::=:::::::::::::'~:=::::::===: ~ -1--A:'=°"'"-l--'-"-"='"'---"'-"""-"-.!.c."-'."'._"'=-.-'.:___ ______ 1-_-l----i±"-'-'.,'1!..l.'_µ:"-·=--l DWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK DATE DATE INITIAL DATE INITIAL CI-IKD BY c~P REVISION DESCRIPTION : ' CT, /3 03 480 ,A OTHER APPROVAL CITY APPROVAL RVWD BY: _ • • --__,Ii C: \Us!ll"s\Jason5\appd1Jto\local\t&mp\AoP1,1bliah-8864\1007BG62-77.dwg Jan OJ, 2017 11: 5J0m Xreb: 10078G: 1007ATP01; 1007omop: 1007AUTL7; 0114T-PA14: 10076!,IAP; 100Thgrd -bmp boslns; 1007BUll; 1ooros·1R I I . ,, CJ :a ~ -z G) z C s Ill m :a ' ' CJ :a ~ z G) z C s Ill m :a I / 1011•117 . J,J CJ :a ~ z G) z C s Cl m ' :0 a, I w 0 -~ .... ....... ~ ....... 1C >1 :a I I L /.OT 76 l • 5,381 SF 165. T I /--~~-~-~---- ,.~·,,' ----- 4 1J1-oo CAUTION!! LOT 87 5,083 Sf 154,8 -J 4 20' . I I I 4 I I I \ q CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ NOTE!! I I I I I I I I • I I I I I ~ I I I I I J , ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERT1CAL SURVEY CONTROL. ©2017 O'Day Consultants, Inc. 4 -.! 4 </ - 62' -----58' --7 I I I Nitso,v er 2710 Loker Avenue West Suite 100 Carlsbad. Calffornia 92010 760-931-7700 Fax: 760-931-8660 DD a yConsul ton ts. com RET. WALL 17 PER PRECISE . GRA~l~C PLAN i 4.,-1 A I Ii I 4 / J. Civil Engineering Plcmning Processing Surveying ~ i ·/ ' I <l I . u I I I i I I ' I I I I I ,I I .1 I I . I I ! I I I 1 I I ! i I I I / ' I I I I Jf/ I I ! ' I ' I I I I I I . I I I / / I • I ' I I I ' I I I I I I ' I BMP 5 -LOT 150 SCA/,£• /' = 10' 010 = 3. 65 CFS 011t1 = 0.294 CFS ENGINEER OF WORK: I I I I ~I ~ '<i ~s-,r DATE BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 62/5" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA H£DIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R. O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: IJ.S.C. & G.S. NGVD 1929 SEE SECTION AT RIGHT GEO TEXTILE J FILTER FABRIC 3" M/NfMUf.li SEPAF?A TION PP.OM UNER. GEOFEXTILE FILTER FABRIC IMPERMEABLE LINER t C IMPERMEABLE LINER 18" PIPE TEE WITH WIRE MESrl CAP (SEE SECTION 'C-C' FOR DETAILS) ----- TYPE 'G-1' C.B. '!.JO" DiAfAETEH OHIF!Cf:: (OFHF"/CE SOFFI r FLUSf-! WIT!-/ PIPE SOFF!T) oranc:c PL.Arr: 4.50" DIA!'AETER ORIFICE -{OH!FiCE iNVERT FLUSH ___JV/Tri PiPE !N\/EfH) -c=====-'=:::::___.._;:-----) ro ?;j-----o A...J a...J UNDERGROUND STORAGE DETAIL (BMP-5) NOT ro :;,·c,11. fc -,------AREA OF GnAVE.l..:;;; 1792 SF--- WIRE MESH CAP (SEE SECTION 'c-c' FOR DETAIL 4,50'GRAVEL · -~!ll·ji!:,01LFt,OJ1,.U'!J.ND',)!A,iTf',IO'l'IN!ll~!li•1'ii"~if ~n.~/' ,0_• ·; J T' Mlt-JiMUM $EPA RA TfON f~POM UNH? SECTION 'A-A' UNDERGROUND STORAGE DETAIL (BMP-5) NOTTO.SCALE 6' ... ~ 0 ,,oh~ ~C' ~ -,, J. J5" DIAMETER ORIFICE (SEE DETAIL, DWG 480-3, DIVERTER SECTION SHEET 5) NOT TO SCALE NOT£: BROOKS 2424 CB W/ GRATE, OR EQUAL (2424 836 W/fllAME) SEE SHEET 77 FOR ADDITIONAL DETAILS STREET SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WA TER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER ENGINEERING, DATED AUG. !, 2076. CITY OF CARLSBAD I SH7EE7TS I l---+---+----------------+----1---1----1----1 ENGINEERING DEPARTMENT l---+---+----------------+----1---1----1----1 'µg/11.. q_-'c' ,,,d,.;_--f-'-'9'-'-"'Aa,..'O'-".'.SH..:c'E,cc.£:.-TS,_,N..,0c::sc.:6'-"2'------'1-'-7--~---+------1--+'.2-L'.lo"-'-'-l't.__,__=c..-:....i DATE l'fNITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C: \Users\JasonS\oppdot11\locol\temp\AcPublklh-8864\1007BG62-77,dwg .·on OJ, 2017 11: 5Jom Xrijfs; 10078G; 1007ATP01; 1007ormip; 1007AUlL7; 011-!-T-PA14; 1007BMAP; 1007bgrd -brnp bosins; 1007BUTl; ID078STR GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE f/MP 5 -H.0.A. LOT 150 APPROVED BY: CITY ENGINEER OWN BY:-~- CHKD BY: £..'i.f__ RVWD BY: K.c- -JASON S. GE~ERT ..2 ~J 2011 RCE 63912 EXP. 09 30 I B D~ PROJECT NO. DRAWING NO. C. T. JJ-OJ 480-JA , I :[ en p ~ 0 0 I ~ -u :.u ,·,,o ..,, Po ~ f5 C ~ :ti~ ., cu C/J ~ ~ "' ·a • :~z lz~ "' C :i ffi a 'E ~_JI m Ul ,~1 en I D jJ I !I I I I I! I ' ' I CJ :c ~ 2 (j) 2 C s [lJ m :c CJ :c ~ 2 Ci) 2 C s [lJ m :c 0 :c i 2 Ci) 2 C s [lJ m :c I o' 1 o· 5 SCALE: 1" = 10' tj '6+00 20' LOT 91 4,592 SF 141.5 --R :.__ NELSON er -----L --- CAUllON !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ NOT£!! ELECTRONIC OA TA FILES AR£ FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2017 O'Day Consultants, Inc. LOT 81 4,5J5 SF 156.9 I BMP 6 -LOT 151 SCALE· !' = 10' Q10 = J. 96 CFS QMI = 0.222 CFS ' I I "-.I ---- 1 8:i I I I 1/ I 1 I I I I I I I i I I I ' / I ' i I I I ' ---- ' I . I ') I I I " ' ' tj I I ' I I I I I I I ' I ' I i I I I I I --- I I ' I I I I ' I I DATE ORIFICE~ SEE DETAIL ON OWG 480-J, SHT 5 ' ' EXIST. SEE SECTION AT RIGHT MOO. TrPE G-1 CATCH BASIN ~ STORAGE ____ J --;:i; --cs-TOSTORAGE"< .,, '-" 12' PVC @ 1% MIN '-" EX. 18' RCP ,.. TO STORM DRAIN DETAIL -DRAINAGE SYSTEM IN STREET NOT TO SCALE BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 0215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BR/OGE OVER AGUA HEO/ONOA CREEK 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.OS. NO. 17271 (PT. NO. 105) J/1211,., Q.(1. lg\ ADO SHEETS NOs 62 17 □~TE l•INITIAL GEO TEXTILE FILTER FABRIC 3'' 1VIJNiMWA SEPARATION FF'<.OML!NEF? GEOTEXTILE FILTER FABF?JC IMPERMEABLE LINER DATE r C 18" PIPE TEE WITH 1 r WIRE MESH CAP I (SEE SECTION 'C-C' A I B 1 FOR DETAILS) , , . 'rr-L~-1"'-"'"!0WL----s TYPE 'G-1' C.B. IMPERMEABLE LINER 18" PIPE '---.--L 1?,()" DfAMEfE:R Off/F!CE r---------1-)_ (ORJFJCE SOFFIT FLIJSJ-1 W/Tf-1 PIPE SOPP!!) ORIFICE PLA "FE 3.60'' DiAMETEP OfliHGE (OR!FiCE INVERT FLIJS/-1 . -~i-f Pf PE INVERT) ~-;:_) UNDERGROUND STORAGE DETAIL (BMP-§1 NOTTO SCALE 4.50' GRAVEL j r MINIMUM .'3EPARATiON FROM I..INEP:._ · SECTION 'A-A' UNDERGROUND STORAGE DETAIL (BMP-6) NOTTO SCALE STREET ---------------- F, ~14 .7 1.0' DIVERTER SECTION NOT TO SCALE 291" DIAMETER ORIFICE (SEE DETAIL, owe 480-J, SHEET 5) BROOKS 2424 CB W/ GRATE, OR EQUAL (2424 B36 W/FRAME) INITIAL NOT£: SEE SHEET 11 FOR ADDITIONAL DETAILS SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R WALKER ENGINEERING, DATED AUG. 1, 2016. I S6EST I CITY OF CARLSBAD I SH77TS I ENGINEERING DEPARTMENT GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE BMP 6 -H.0.A. LOT 151 A APPROVED sy L/1 ~ JASON l,· ijZe& CITY ENGINEER/ RCE 63912 EXP. 09/30/18 gTE. 2-l ro/r, +c.. OWN BY: PROJECT NO. DATE INITIAL CHKD BY: _c_5,_e__ DRAWING NO. ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & C.S. NCVO 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 4,::_c:.. C. T. !J-OJ 480-JA C:\U3or&\JosonS\oppd!llo\locol\t«n~\AcP1.1blt3h_8864\1007BG62-77.dijg Jon OJ, 2017 11:54om Xrefs: I007BG; 1007ATPOI; 1007omop; 1007AUTL7; 0114T-PAl4; 1007BMAP; 1007bgrd -bmp basins; 1007BUll: 1007BS1R C " □ :0 ~ 2 (j) 2 C s: OJ rn JJ ' □ :0 ' i 2 (iJ 2 C s: OJ rn JJ ' I o· 10' 5 SCALE: 1" ~ 10' 52' 20' LOT 110 5,151 SF !46.6 cl LI !'.\ <J I I I I I I I I I -----L' --, ''. ----. ' 5' ,------ I I ' I ----- LOT 99 5,,t21 SF 153.9 __ ._62' 57' I I I I I STORAGE ARE~ R,EQD:2196 SF I I I I I I , I k I <>, I I I I I I I I I I -. I ;! I / ( .,, -- PROV:2200 SF BMP 7 LOT 152 ~ HOA 143.00 EL -----· ------.... - -I _, I r q / i ' I I ' I ' I I I I I I I I I i'li I .1 i \ • I I I I I ' I I i I 11 I !// 51\ I I I ,s' I , rz-,. -r---~1-----1~/ ,~7:__• --- I • I , 1' I I I I ' I I I ?] I " ~-~"' 1~~ ~I ~1 {8 ~ I I I I i I I I I ' 1 I I I I I I I I I I \ I I t ' ,/ I i ' I HOBEHTSON HO I ----J - CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCA 710N OF EXISTING UTIL/71ES IN THE FIELD PRIOR TO CONSTRUC710N! NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2017 O'Day Consul tan ts, Inc. 2J~oo 2710 Loker Avenue We5t S\Jite 100 Codsbod, Colifornki 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com Civil Engineering Plonning Pro,;essin9 Surveying I I -- BMP 7 -LOT 152 DESIGNED BY: JT AM BF HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1" -10' SCALE: I"= 10' 010 = 4. 32 CFS Q#Q = aJ75 CFS . "AS-BUILT" //4,.,.r,. GEORGE o' f----------------1 P.E. 3201 PROJECT MGR.: G.D. JOB NO.: 10-1307 u '.(Jc _il,M,u:,_/8_ EXP. 0/.?jcD DATE ENGINEER OF WORK: REA INSPECTOR EXIST. SEE SECl/ON BELOW GEOTEXTILE FILTER FABRIC 3" MlN/i"vtiJM SEPARATION FROf,.,f UNER GEOTEXT/LE FILTER FABRIC IMPERMEABLE LINER t C ,,,, - -------------------- 7 C 18" PIPE TEE WITH WIRE MESH CAP (SEE SECTION 'C-C' FOR DETAILS) A""l!!J!'!'!!\!\-Br-l__L:__,f'""TY'"'P .. E""'G_-1::__J~TREET 8" PERFORATED P!PF. 'I 2-'Y UJ1\METEh' ORJFiCE rOF:C:fF'!GE' .;;.-:JFHT f-1..iKJN Vil IN PIPE sornr; --ORIFICE PLAT£ 4.50" DIAMETER ORIFICE {(JRIFfC·E NNEl?T PLUi3i-i -----!!J.ITN PIPE fNVEf?T) IMPERMEABLE LINER ~---_-.-----~~-=J A__J B__J UNDERGROUND STORAGE DETAIL (BMP-7) NOTTO SCALE i--------AREA OF GRAVEL"-' 2196 t;F-----~ ESH CAP ON 'c-C'1 DETAIL •0- ~:: ~/;;"'!a\ ';C~;_'¼FOUN SECTION '.A-A' UNDERGROUND STORAGE DETAIL (BMP-7) NOT TO SCALE 4,0U' Gf?A ✓EL MOO. T'fPE G-1 EXIST. CATCH BASIN i'cG 12• PVC MOO. TrPE B-1 ~ ii ~ y V ~ TO ST°!fAGE CURB INLET ~r-T' \Gl \\J!/'0.5' I y "' I 11L--7 OR/RCE~ SEE DETAIL i 1 \ f---~-n_,,__,_fi;;;L:::;::j_l__j;;;;~ ON OWG 480-J, SHT 5 STORAGE ,<; BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0.5. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: IJ.S.C. & G.S. NGVD 1929 ____ .J _ __J "i 8" PVC --c-,-TO STORAGE"" ,<> ro RLTERRA . 12" PVC @ 1% MIN -~ EX. 18" RCP ';; TO STORM DRAIN DETAIL -DRAINAGE SYSTEM IN STREET NOT TO SCALE 0/VERTER BOX.- 24"x24' BROOKS BOX, OR EQUAL, JJ,fTH GRATE FL= 142.21 '>, &+ ,,~ 'O ,0 't' , 7 ~-'& :-P,e, (::·::r:irE:wiRIRCE DIVERTER SECTION 480-J. SHEET 5) NOT TV SCALE ' BROOKS 2424 C8 W/ GRATE, OR EQUAL (2424 836 W/fRAME) NOTE: SEE SHEET 77 FOR ADDITIONAL DETAILS SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER ENGINEERING, DATED AUG. I, 2016. ~ CITY OF CARLSBAD I SH7EE7TS j ~=====~====:================================~====~====~~====~===~ ~ ENGINEERING DEPARTMENT 9 ADD SHEETS NOs 62 -11 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C: \User~\Jo~onS\oppdoto\local\temp \AcPubllah_8864\10078G62-77,!Jv,g Jon OJ, 2017 11: 54urn Xrefs: 1007BG; 1007ATP01; 1007amop; to07AUTl7; 0114T-PA1+; 1007BMAP; 1007b'1'd -bmp boain~; 1007BUll; 10078SrR GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE BMP 1 -H.0.A. LOT 152 APPROVED BY: ____ __,_,,- CITY ENGINEER , DWN BY:--~ CHKD BY: __(_'ZJ"_ RVWD BY:_~ PROJECT NO. DRAWING NO. C.T. 13-03 480-JA I! j ! r, I I I I ~ '" 0 0 I ::.oil mo 2: -~ 0 ~ r.J C ~ ':tl ~ "' ru UJ ., ~ i. :;i ~z ¥. z IJJ □c< ~~I ~ Y:J~ i rn frJ ,., e: s: Wz z rn ' • I Cl JJ ~ 2 G) 2 C s OJ m JJ CJ JJ ~ 2 G) 2 C $ OJ m JJ I , ~ .__ __ __J r--- / /o37377 I I I . I I I CJ JJ ~ 2 G) 2 C s OJ m :0 o· I I I I LOI 104 4,560 SF 146.5 -;---------{0'_ RET. WALL 14 i ~ PER PRECISE 5 20' SCALE: 1" = 10' LOT 114 4,9f.9 SF I I {39.0 &/ I I I I ' I I I I ' I C,4TCf.1 B,t/SJ,v . I ~ - 50' tj /2 /2 tj d <7 ,j a EVC ------251-70 /2 Q.EAJvofJT /2 I /2 I ,, I I ' I ' ' ' I I -~-__;__ IJ6,55 , __ __,_ __ I I \\ 4 / ~ .... r. Ll ,-_r ] I I - ---- 261-0, 7 ' ' • I ' I I I I ' I L --_ GRADING PLANS I ---__;45---_:!£_ __ _ I -----1 r---:-----.:.144=:s;;t==== . 142 · · 138 ,,-------136 //-. = -----=---_ +--- 1,.._r--~:s-3~• -=--=--n /-r_l f IIJ '' Jib;>£· STORAGE ARE,:4---__. REQO: 1765 SF PROV: 1773 SF BMP 8 LOT 153 ~ HOA 134.24 EL. II (c:,IJ f=LLJW. •. 12' ?Ve., 111c.i.; ,,...1ow ., I I I I I I I I I I -I ~ I . I I I I I . I I .,· I I ~ ,c ,, ' /,.• - EXIST. 18" RCP @ 7.23% I I ------c57% -- ' ' I I I I '/ I i I •·. I I I I I I I i' I I I ,' I I I I I I ' I I I I I I i 1 I I I , I I I ! I . I I I ! I I i I I I I / I , . I I I i I i I I I 1 · 1 . 1 I ' '. I I I I ! I I I I i I I I I - ' I 1 I i " ~~ I I / --t ' I I I I I I I 1 I I I . I I I ' I I I ' I BMP 8 -LOT 153 CAUTION!! CONTRACTOR TO VERIFY TH£ EXACT LOCATTON OF £XIST1NG UT1LIT1£S IN TH£ F/£LO PRIOR TO CONSTRUtTTON! NOTE!! ELECTRONIC OA TA FILES AR£ FOR R£F£R£NC£ ONLY ANO AR£ NOT TO 8£ US£0 FOR HORIZONTAL OR VERTICAL SURVEY CONTROL © 2017 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fox: 760-93"1-8680 ODayConsultonts. com Civil Engineering Planning Processing Surveying SCALE: /' = /0' 010 = 2.93 CFS QIIQ = 0.231 CFS DESIGNED BY: JT AM BF HL DATE: JULY 2014 DRAWN BY: J.S, SCALE: 1" = 10' PROJECT MGR,: G,0, JOB NO,: 10-1307 "AS-BUILT" GE~~&--d 'L2~-_Ll./?t/te j---------------1 P.E. 32014 EXP,1',)',i'~ DATE ENGINEER OF WORK: DATE: 1/?,;/!2_ RCE:'32014 REV I iE J!✓-/(<f,t.,\;f,/ INSPECTOR ' I BENCHMARK: DESCRIPTION: 25" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O,S NO, 17271 (PT. NO. 105) ELEVATION: 45.410 M.SL DATUM: IJ.S.C. & G.S NGVO 1929 -----------·------ EXIST: SEE SECT!o.N AT RIGHT lr/00, TYPE G-1 CATCH BASIN &,'l:'3 'i<:J 12" PJ.17 ,:/; TO STORAGE "' GEOTEXTILE FILTER FABRIC -3" M/Nlfv!UM SEPAHATJON FPOML!NER GEOTEXT!LE FILTER FABRIC IMPERMEABLE LINER r 18" PIPE TEE WITH WIRE MESH CAP (SEE SECTION 'C-C' FOR DETAILS) A I h-a-1--L::_,,.,.T .. YP"'E .. 'G'----1 ·_c._a_. , _ __,/_ STREET Ji !I lltY '\.... _ 6" PERFOF:J\TED PJPE 12..0" D!At,t!ETE!? ORIFICE ....___ -(OP:!FICE $OFF/ r FUJSfi WIT!-! PJPE SOFPJT) ---OF<.fF"fCE etATE IMPERMEABLE LINER UNDERGROUND STORAGE DETAIL (BMP-8) 18 PIPE TEE WITH WIRE Ir/ESH CAP (SEE SECTION c'-C' - ' FOR DETAIL · NOTTO SCAIE 6, 50' ORA VEL .3" MINIIAUM SEPARA TJON Ff-HJl,;f LINER SEr;J]O/,/_:A:1' UNDERGROUND STORAGE DETAIL (BMP-8) NOT TO SCALE 0/VERTER BOX· ,?~"' Fl."'/]4.66 24 "x24 • BROOKS BOX, OR EOUAL, WITH GRATE 6'• , 'O '°Je, . ,, ~ ~1".,,, rs9:t:·:;:[TE::,RIFICE DIVERTFR SECTION 480-J SHEET 5) NOT TO SCALE ' BROOKS 2424 CB W/ GRATE, OR EOUAL (2424 836 W/fRAME) NOTE: SEE SHEET 77 FOR ADDITIONAL DETAILS SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R WALKER ENGINEERING, DATED AUG. 1, 2016, l------+----+-----------l-----1---l---1------i ~ CITY OF CARLSBAD I SH7EE7TS I UL_j ENGINEERING DEPARTMENT j/_lp/J? q -{P lg\ ADD SHEETS NOs 62 -77 DATE ,:i[NITIAL ENGINEER OF WORK REVISION DESCRIPTION C: \Users\JosonS\oppdoto\loeol\temp \AcPYbllstUl864\I 0078G62-77.dwg ,k.m OJ, 2017 11:54,;im DATE INITIAL OTHER APPROVAL Xrefs: 10078G; 1007ATP01: 1007ornop: 1007AU1l7: 011-H-PAH; 100781.tAP: 1007b'Td -bmp bos!ns; 1D078UlL; 1007BSrR l-:,J t?ilr:,-.1!, . DATE INITIAL CITY APPROVAL GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST '1/LLAGE Blr/P 8 -H.O,A, LOT 153 - APPROVED BY(/ CITY ENGINEER/ OWN BY: CHKD BY: .£..'£L RVWD BY: " ,,. D ) -Inf JASON S. GE~2ERT , z p~ft.. RCE 63912 EXP. 09/30/18 0~ PROJECT NO, DRAWING NO. c.r tJ-oJ 480-JA 0 :0 -~ 2 GJ ' 2 C s CD m D ' 0 :0 ~ 2 (j'J 2 C s CD m :0 I -I C □ :0 1> ' ~ 2 G) 2 C s CD m :0 o' 1 o' 5 20' SCALE: 1" = 10' i I 1 . / I I I I I I I , I I i I I /i / I .I I I i ,i I I I I I I I vc I I I I I i i I I I J--. I CAUTION!! CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION! NOTE!! I ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2017 O'Day Consultants, Inc. I ' I I I I I I I I I I I ' I I I GB 26+93 II IJ4.57 I I I ' ' J I LJ --------- ' I I I I --27+22.54 IJ7.4() FG ----- LOT 21! 5,J()9 SF !41.2 -=~-__ -:::::::::-~-~-~·' ;::_:-~-==-~-- --- --/()()' VVERTER 8()X 140 ---- 24"x24' BROOKS BOX ---- ()R Er)UAl WITH GRATE--'---1Ja 136 ------.. --- --- .. ~ ---·-· ---~--- <Ji.1 <l ---,----- 79' , BMP 9 -LOT 247 SCAL£· /' = /()' 010 = 1.87 CFS OlfQ = O.! 43 CFS DESIGNED SY: JI AM BF Hl DATE: JULY 2014 -- ---1 I 1 , I I I I I I / I C 18" PIPE TEE WITH r WIRE MESH CAP 1 ~~~~""" I (SEE SECTION ·c-c· FOR DETAILS) / TYPE 'G-1' C.B. J~TREET 12.0" D!AME!E:R OP!FfCE i---1-1-(OetrlCE sorr:JT FUJSJ--i EXIST: SEE SECTl()N AT RIGHT GEOTEXTILE FILTER FABRIC .:f' i'AINfMUM SEPARATION ff?OM LfNEf? GEOTEXTILE FILTER FABRIC IMPERMEABLE LINER M()O. TYPE G-1 EXIST: wrn-1 Pf PC SOFFIT) OF:!FfCE f-'L/1 TE IMPERMEABLE LINER 6" PEPFORATEO PtPE UNDERGROUND STORAGE DETAIL (BMP-9) NOT TO SCALE -------At?.EA or Gf?AVEI. "'-rn:-n SF------ PIPE TEE WIT! 'RE MESH CA SECTION c'- Q':~-., ' -;{ i-j: -""J ~lli SECTION 'A-A' UNDERGROUND STORAGE DETAIL (BMP-9) NOT TO SCA/.E :J.50' CFs:AVEL l J I ~-CATCH BASIN r /()" PVC MOO. TYPE 8-1 """'# <l !' V o.~ _: TO ST°!}AGE CURB INLET ~r? nu L 1 1 1L--7 ~ \11,~·' 0. 5' ORIFICE~ SEE DETAIL ! 7f---,L----.-II 'rlLTERRA µ_-l_. ;;;;' ()N OWG 480-3, SHT 5 STORAGE , OIVERTER BOX: BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-/05, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEOIONOA CREEK. /2() FEET SOUTHWEST OF El CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.4/() MS.l. DATUM: U.S.C. & C.S. NGVO 1929 ----" __ ;:,; 6' PVC 24"x24' BR()()KS BOX, --cs-TO ST()RAGE °" ~ TO FILTERRA OR EQUAL, WITH GRATE o'+~ ,0 "'~ ij' ~-'<';; '1'q:,_., 1.0' -12" PVC @ 1% MIN "' EX /8" RCP . T() ST()RM ()RAIN DETAIL -ORA/NAG[ SYSTEM IN STREET NOT TO SCALE rs3:t:·::i:'~WGORIFICE 01vERTER sEcT10N 48()-J. SHEET 5) N()T T() SCALE ' BRO()KS 2424 CB W/ GRATE, OR EQUAL (2424 8J6 W/FRAME} NOTE: SEE SHEET 77 FOR ADDITIONAL DETAILS SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER ENGINEER/NG, DATED AUG. !, 2016. ~ CITY OF CARLSBAD I SH7EE7TS I 1-----t---t--------~--------t---1---1----+----1 LJ8Lj ENGINEERING DEPARTMENT l----1----1-----------------1-----+---l----l----l 9 ADO SHEETS NOs 62 -77 c.... DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C: \U59f'"s\JosooS\oppdolo\lo~ol\t'1111p\AoPubll&h_ScllS4\1007ElG62-77.<lwg Jon Qj, 2017 11: 55um Xrefs: 10078G; 10Q7ATP01; 1Q07omup: l007AUTL7; 0114T-PA14; 10078MAP: 1007bgrd -bmp bo~iruc; I0Q781JH.; 10078S"IR GRAD/NC PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE BMP 9 -H.O.A. LOT 247 APPROVED BY: CITY ENGINEER DWN BY:~~- CHKD BY: C,;:.p RVWD BY: C- JASON s. GPERT ZU IL RCE 63912 EXP. 09 30 18 ~rE PROJECT NO. DRAWING NO. C.T. !J-03 480-JA I . I I I I I ~ 8 I " I Cl JJ ~ 2 Gl 2 C s: m m :0 Cl JJ ~ 2 Gl 2 C s: m m JJ I - 1031317 I Cl JJ ~ 2 Gl 2 C s: m m JJ CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2017 O'Day Consultants, Inc. o' 1 o· ' I I I I I I 1 --.---_ .. ;-+-,_ -I --- LOT !Ji 4,632 SF 134.1. I J J ------- LOT 126 5,077 SF 138.0 8, LOT 1. 0 5, HOA ,J, z. r----1.L I 5 20' SCALE: 1" ~ 10' 50': : ---------- '"I ! I I I I I I I I I LA PAZ er DESIGNED BY: JT AM BF HL DATE: JULY 2014 --- BMP 10 -LOT 155 SCALE· t' = 10' 010 = J. 04 CFS 0111, = 0.250 CFS "AS-BUILT" "s DRAWN BY: J.S. SCALE: 1' ~ 10' ~ {_J' --c~o-N_S_U_L_T~A-t~~-•T_5 __ f-P_R_D_JE_c·_r _M_GR_.,_~_G':'.'_.o".:. ==-J_o_B_N_o_.,_10_-_13_07--l ~:~.RG3~0~r,'f=~:;2~fa~ 2710 Loker Avenue West Civil Engineering Suite 100 Plonning Corlsbod, Colifornio !;12010 Processing 760-931-7700 Surveying Fox: 760-931-8680 ODoy<::onsultonts.com ENGINEER OF WORK: & cf:(), GEORGfJ O'DAY REVIE DATE: /ti, RCE: INSPECTOR EXIST. 12" PVC @ 0.56% 4.k~/18 DATE 10-'6--(( DATE I , I 6 I I I I I I I I I I I I I I I I I I I I BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 62/5" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OYER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0.S. NO. 17277 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & G.S. NGVD 1929 EXIST. SEE SECTION BELOW MOD. TYPE C-1 CATCH BASIN r 1 I I I I I I ____ .J --~~ TO STORM DRAIN IN STREET 8' PVC 12" PVC @ 1% MIN TO RLTERRA DETAIL -DRAINAGE SYSTEM NOT TO SCALE " 6'• -0'°0' 'Y.e; 'f>,9..., {:/ ;1;[TE;:/;RIRCE DI VER TER SECTION 480-J. SHEET 5) NOT TO SCALE ' BROOKS 2424 CB W/ CRATE, OR EQUAL (2424 836 W/FRAME) NOTE: SEE SHEET 77 FOR ADDITIONAL DETAILS SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER ENGINEER/NC, DATED AUG !, 2016. ~ CITY OF CARLSBAD ~-::_-::_-::_-::_~"::_-::_-::_-::_~-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_~'::_-::_-::_-::_-::_~-::_-::_-::_-::_~-::_-::_-::_-::_1-::_-::_-::_~ ~ EN GIN EER IN G D EP AR TM EN T ~ Lfl_J 9 ADO SHEETS NOs 62 -77 .C.. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C: \URr.1\Ju:KlnS\1Jppd1Jl1J\)uccl\l~mp \AcPY~i~h_8864\10076C62-77.~wg Jun 03, 2017 11; 55um Xrafij: 10078C; 1007ATP01: 1007crm;ip; 1007AUTl7; 0114T-PA14; 1007BMA?; 1007bgrd -bmp basins; 10078Ull; 1007BSTR GRAD/NC PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE BMP IO -H QA. LOT 155 APPROVED BY: CITY ENGINEER OWN BY: CHKD BY:~ RVWD BY:~~ JASON S_. f El DERT . 2-/J:.c u_ RCE 63912 EXP. 09 30 18 DAT~ PROJECT NO. DRAWING NO. C.T. !J-03 480-JA I ' C I I I I I □ JJ ~ z [j) z C $ DJ m JJ □ JJ ~ z [j) z C $ DJ m :0 □ JJ ~ z [j) z C $ DJ m JJ I ! " ,, ' I LA PAZ er I ·) 17+ / o· 10' 5 20' SCALE: I" = 1 O' LOT 156 ~ REC. /40,683 SF . RECREA l!Clv AREA ----------- _( I I I I I I I I I I I '· k'-0 l " I I I _1-------- 1 I I I I I I I I I / <i ' I DIVERTER BOX 24'x24" BROOKS BOX OR EQUAL, WITH GRA TE'-.;;,,<"---1",~ I I I ., --· ~-- ---------------12 '' PVC.. I H IC,}/ FLOW I ___ j __ ..c...__ /48' ~ / -1 / • c'\V / '//€3\ \ --., '"' ' . ', . . 0" a /\ //. : , :'<f . . ~'-'o_!_,_ ~~ -x,.ri . 7 y..\bv,, \ ·.. ()~'-. ~ \ ~\1 ~-. BMP 11 LOT 157 ~ HOA \ 129.39 EL . \ !NO STORAGE! \ I \ ~ LOT 146 5,082 SF 1324 /; I I /; I I \ . • I o/ I I ---------,------;,------------~-----------;r'./'.__ ____ -===--===----===-_::==132-------___;.----=--===\'l--==b;:__.===--c~cJ-( CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2017 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 1 oo Corlsbod, Ca!!fomfa 92010 760-931-7700 Fox: 760-931-8680 ODoyConsul ton ts.com Civil En9ineering Planning Processing Surveying 130 BMP 11 -LOT 157 SCALE: 1• = 10' 010 = 5.41 CFS 0/IQ = 0. 538 CFS DESIGNED BY: Jr AM BF HL DATE: JULY 2014 "AS-BUILT" DRAWN BY: J.S. SCALE: 1" = 1 Q' PROJECT MGR.: G.0. JOB NO.: 10-1307 H,_~&L Gt'&-~ ~--- 1---------~-----1 P.E. 3201 EXP,-~)&> ENGINEER OF WORK: REVIEWE.D BY· IN~f,To2R'l.!L1_r ',j/__ ___ ~ I \ \ EXIST. SEE SECTION AT RICH T Ir/OD. TYPE C-1 CATCH BASIN IJ" PVC ;:l, "' 24"x24" BROOKS BOX 12· pi,v 8" PVC TO ALTERRA DETAIL -DRAINAGE SYSTEM NOT TO SCALE I? ,s, ~o/ <"q> ->'-:;, DIVERTER BOX: 24 x24 • BROOKS BOX, OR EQUAL, WI TH GRA TE &+ ~ ,0 Rt,, . '9 ,2,1." ~"¢?,p..,, 4.53" DIAMETER OR/ACE (SEE DETAIL, DWC DI VER TER SEC T!ON 480-J, SHEET 5) NOT TO SCALE BROOKS 2424 CB W/ CRATE; OR EQUAL (2424 836 W/FRA/r/E) NOTE: SEE SHEET 77 FOR ADDITIONAL DETAILS SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER ENGINEER/NG, DATED AUG. !, 2016. ~ CITY OF CARLSBAD I SH7EE7T.S I l------l--+------------------1---l---l---+---1 UQ_J ENGINEERING DEPARTMENT f------l--+------------------1---1---l-------l-----l DATE /o-~-17 DATE BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE O'IER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 lr/.S.L. DATUM: U.S.C. & C.S. NCVO 1929 9 ADD SHEETS NOs 62 -77 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL C: \Ums\JasonS\oppdata\joo;;al\tamp\A~Publiah_8664\1007BG62-77.dwg Jan OJ, 2017 11: 5~m Xnb: 10078G; 1007AlP01; 1007om1Jp; 1007AU1l7; 01141-PA\4; 1007BMAP; 1007bgrd -bmp bosins; 10076Ull; 1007BSlR DA TE INITIAL CITY APPROVAL GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE BMP II -H.O.A. LOT 151 APPROVED BY: CITY ENGINEER DWN BY: --- CHKD BY: C"?P RVWD BY: -KC- JASON S~~~f: RCE 63912 EXP. 09 30 18 'Z' TE PROJECT NO. DRAWING NO. C. T. 1 J-03 480-JA r I I I I I ~ B ' , ' , ' i 1 ' a I ' ' ' I I I I t:l JJ ~ z (j) z C s:: OJ m JJ t:l JJ ~ z (j) 2 C s:: OJ m JJ t:l JJ ~ 2 (j) 2 C s:: OJ m ::0 Ca ~~ G) :s 1 ...._ 2 I ._ Cil 00 0~ c:., s:: ')> OJ I m JJ o· 10' 5 SCALE: 1" = 10' \ \ \ CAUTION!! \ \ \ \ 20· \ \ ,113~' CONTRACTOR TO VERIFY THE EXACT L OCA TION OF EXISTING U TILi TIES IN THE FIELD PRIOR TO CONSTRUCTION/ NOTE II ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2017 O'Day Consultants, Inc. \ \ \ \ \ \ \ -- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2710 Loker Aven ue West s, ite 100 Corlsbod, Colifornio 92010 760-93 1-7700 Fox: 760-93 1-8680 00oyConsulto nt5.corn \ <i \ / /,;OT 215 5,J09 SF J~-s~~ --o .-1 --. --. -~ --1 - DlvERTER BOX ~ EXIST. ---24x24" BROOKS BOX /0" PVC ,,--;-_ -_-OR EQUAL, 111TH GRATE _@ J 90% -o· _- -----10 , _,,.-_:-,.> 153.6 ---152 _-. STORAGE AR£J!.---- REOO: 1792 SF PROV.· 1804 SF \ ' \ ---~ -_.,::-------:::----r _,.,. _.,.. , -----_.,, _. =-------__.-;5, _. -:.-----_-10 Civil Engineering Planning Processing Surveying ------ LOT 216 6,295 SF . 149.0 BMP 18 -LOT 248 ENGINEER OF WORK: SCALE: I" = 10' 010 = 2.27 CFS Q/IQ = 0.253 CFS a?ffoo o 12~ GEORGEtDAY (' DATE, /~/;? RCE: 3'014 i I;;) .' r-]t --<?.,_, ~ ' ~· \ io),_·--.... -~-\A. .., ~ \ - RE~~ INSPEC OR • \ \ /o-$-1t- DATE \ \ \ \ \ \ \ 0 \ 0 ~\ \ ' \ \ ' \ \ \ \ \ ' \ \ \ \\ \ \ \ \ \ ' t C SOIL DEPTH PER PLAN',}{ GEO TEXTILE FILTER FABRIC 3" MfNJMUlvl SEP/\t(A TiON IMPERMEABLE FROM LINEN LINER I 8" PIPE TEE WITH WIRE MESH CAP (SEE SECTION 'C~C' FOR DETAILS) 18" PIPE l C TYPE 'G· 1' C.B. 12JY' LJIM.4ETCR OH!F!CE (ORJFICE SOFFIT HiJSff Vl!TN Pf PE SOFF!T) Or?iFICE Pl .. A TE ,'JJ){?' !JIAMETER ORIFICE -(ORIFICE ff,J'✓ERT FLUSJ-1 WJTH Pf PE INVERT) '----·~~~ A__J a....J UNDERGROUND STORAGE DETAIL (BMP-18) NOTTO SCALE t--------Ar?EA OF GPAVEL '" 1792 SF-----~ I 3.50' GP.A. VEL IMPERMEABLE LINER : ' FOUNDATION~~~ ; \~;i:'.-{ -'3" MINIMUM SE.PAHA TiON FROfA UNER j SECTION 'A-A' UNDERGROUND STORAGE DETAIL (BMP-18) NOTTO SCA/.£ EXIST. SEE SECTION AT RIGHT EXIST. 10• PVC MOD. TYPE 8-1 / ij? TO STORAGE CURB INLET~ ~ " / ..,_ >:, ,,_,_ ,-T .O o'i "-''-" C '\{;J' b.} 0, 5' /.,....6' 0 I I I --7 MOO. TYPE G-I CATCH BASIN ,p c,'I I f---.,,L----rl f.Jf ,.,,., --::,. STREET I 7 \bi . .,_,.1~:';;fj,'?'__J~e>~~?.-✓,.,,.,;:'-t -~_l---_J ·1 , /, y/ / OR.W1/Fi07CE~ SEE DETAIL _J_, _o~_.,_-7.---+ FTLTERRA l_. a WC 480-J, SHT 5 STORAGE DlvERTER BOX· A BENCHMARK: DESCRIPTION: 2.5' DISC STAMPED 'CLSB-105, LS 62/5" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.0.S. NO. 17271 (PT. NO, 105) ELEVArlON: 45.410 M.S.L. DATUM: /J.S.C. & G.S. NGVD 1929 -----' _ __, ;:,; 8" PVC 24"x24" BROOKS BOX, --7-~~ _ ;J. ~~°t:~; MIN ~ TO FILTERRA OR EQUAL, 111TH GRATE &'"' ~:i;r,; ,0 ,.Ok, . ,t",t' /,0' \x ,a~~ TO STORM DRAIN DETAIL -DRAINAGE SYSTEM IN STREET NOT TO SCALE ~0.:i >P.-e,, DIVERTER SECTION NOT TO SCALE J /0" DIAMETER ORIFICE (SEE DETAIL, DWG 480-J, SHEET 5) BROOKS 2424 CB W/ CRATE, OR EQUAL (2424 BJ6 W/FRAME) NOT£: SEE SHEET 77 FOR ADDITIONAL DETAILS SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER ENGINEERING, DATED AUG. 1, 2016. fs@7 CITY OF CARLSBAD 1----+--..-+----------------+---..J---+---+---..J l__llj ENGINEERING DEPARTMENT l---+--..-+----------------1-----1---+---+---..J ~ ULJ ·lP. 9 ADD SHEETS NOs 62 -11 /3 rt INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTIIER APPROVAL CITY APPROVAL C: \Users\JosonS\,;,ppd<Jto\locol\tijmp\Acf'ublbh_88f.i4\10076002-77.dwg Jon OJ, 2017 11: 55om Xrefa; 10078G; 1007ATP01; l007wm1p; 1007AUll7; 0114T-PA14; 1007BMAP; 1007bgrd -bmp buoi11s; 1007BUTL; 10078SfR CRAOINC PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE BMP 18 -H.0.A. LOT 248 APPROVED BY: CITY ENGINEER DWN BY:~~~ CHKD BY: Cf!: RVWD BY: C,... /J;u( JASON ~· !fJ.l DERT RCE 63912 EXP. 09 30 18 o/t.'rt.~ PROJECT NO. DRAWING NO. C. T. !J-OJ 480-JA I I ' I i I i • ' ' □ JJ ~ z (j) z C ~ CD m JJ □ JJ ~ z G) z C ~ CD m JJ □ JJ ~ z (j) z C ~ CD m JJ o· 10' 5 SCALE: 1" ~ 10' \ I I 20' \ \ \ I I \ \ \ \\ \ \ \\ \ \ \ \ I \ I I \ I ' \ \ \ \ \ \/\\/ .1 \ I ~t CAUTION!! CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON! NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2017 O'Day Consultants, Inc. I \ I . \ \ I I <J \ \ \ \ \ 0 0 + - :\ \\ XIS[ o• PVC '<1 g 4.3% i \ f -~ \ ; I d -- I )c \ \ I I \ I I \ I • \ \ \ I I \ I \ I \ I I \ I \ \ <J I <l I '· I I d \ <J \ I I \ I 2710 Loker Avenue West Suite 100 Corlsbad, California 92010 760-931-7700 Fax: 760-931-8660 ODayConsul ton ts.com d ----13+92.92 148. 06 FG \ \ LOT 233 5,309 SF ' \ 154.2 P 19 BM HOA 249"' JOT 780 £L, -1~. STORAGE ARE-tr---' REQD: 1843 SF PROV:1847' SF LOT 234 5,781 SF 149.6 / \ \ \ \ I I \ \ \ \ I I \ \ BMP 19 -LOT 249 SCALE· 1• = 10' 010 = 5.14 CFS Ollt' = 0. 356 CFS I I \ \ I \ ,) \ ----------------------1 "AS-BUILT" Civil Engineering P!onning Processing Surveying DESIGNED BY: JT AM BF HL DATE: JULY 2014 ~)<(_ a a~ _B,~11.e GEORGE O ll:',Y 1 1------------------1 P.E. 32014 EXP._L~/.?~Zo DATE DRAWN BY: J.S. SCALE: 1" -10' PROJECT MGR.: -"--'G.,,,,O. __ JOB NO.: 10-1307 REVIJ/"J~~/ Bf' DATE: 1/21>//z_ ~ RCE: 1/-fro,4 INSPECTOR ENGINEER OF WORK: I I \ I I \ I I \ \ . \ . \ \ \ \ I .. \ - \ \ \ \ \ \ -:;, V"I 'y \ \ \ \ i\ ; \. r-~ \ BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AGUA HEOIONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO, 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: U.S.C, & G.S. NCI/D 1929 GEO TEXTILE FILTER FABRIC ,J"MfN!MUM SEPARATION--' FROM UNER r C IMPERMEABLE LINER ···-------------- 8" PERFORA FED PIPE 7 C B ~LTYPE.'G-1' C.B. ·/1.0" V!A!\ilETEr?. OHJFICE r-----1-L (Or?fflCE SOl+J r FLUSH W!TU PIPE sorn n ORIFICE Pl.A {E 4.5" D!AMETEN. Of?!FICE -------1 ··· (ONtrlU: fN\/EP T FLUSH ~--~VFRT) A___J B___J -~~ UNDERGROUND STORAGE DETAIL (BMP-19) NOrTOSC-ALE STREET ;µ -'30fl. Df:YTf-1 PEN PLAN SEE SECTION BELOW GEOTEXTILE FILTER 1 FABRIC ,. 18°" PIPE TEE I 4JJ0' GPAVEL IMPERMEABLE LINER Ii/RE MESH SEE SECTION C: 3" MIN!MUfA SE PARA TJON' FROM LINER SECTION '1-A' UNDERGROUND STORAGE DETAIL (BMP-19) Nor TQ SCALE DII/ERTER BOX: ,<) 24 "x24 • BROOKS BOX, OR EQUAL, Ii/TH GRATE o>•--::, ,0 '°h ~c' ~ 71'--, J. 63" DIAMETER ORIRCE (SEE DETAIL, owe DIVERTER SECTION NOT TO SCALE 480-3, SHEET 5) BROOKS 2424 CB W/ GRATE, OR EQUAL (2424 836 WjFRAME) NOTE: SEE SHEET 77 FOR ADDITIONAL DETAILS SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER ENGINEER/NC, DATED AUG. t, 2016. ~ CITY OF CARLSBAD I SH7EE7TS I 1-----1-----+----------------1------+----+---+----+ L.l1J ENGINEERING DEPARTMENT l-----l-----+----------------1------+----+---+-----l g ADO SHEETS NOs 62 -77 ENGINEER OF WORK REVISION DESCRIPTION C: \Usen\JaoonS\oppd<J\<1\locol\ternp \AoPublish_8864\1007BG62-77.dwg Jon 03, 2017 11: 56om GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE BMP 19 -H.OA. LOT 249 APPROVED BY: CITY ENGINEER h--h-f-, JASON S. p~lpERT -----"""L<LLL/.L',IL 2-~!20(7 RCE 63912 EXP. 09 30 18 DAT( OWN BY: __ _ >--D_A T_E~_IN_ITI_A_L_,__D_A T_E~_IN_ITI_A_L __, CHK D BY: _t;__"iL,_ OTHER APPROVAL CITY APPROVAL RVWD BY: i"-C-: PROJECT NO. C.T. 13-03 DRAWING NO. 480-3A ~refs: 10078G; 1007AIP01: 1007omop; 10□7AU1l7; 0114T-PA14; 1007BMAP: 1007b'7d -bmp boain~: 10078UTL: 1007BSTR CJ JJ ' ~ z (j) z C ' s Ill m JJ ' ' CJ JJ ~ z G) z C s Ill m JJ ' 0 JJ ' i z (j) z C s Ill m ' JJ ... o· 10· 5 20· SCALE: 1" ~ 10' I I /I I I I I I I I 1§ ;;; - t-------- LOT 225 5,200 SF 125.5 l$i-85.10 12!.7() FC DIVER/FR BOX 24"x24' BROOKS BOX j OR EOIJAL, Ir/TH GRATE ----------- ''i<':-;-l'fm,......,.....a.. I . EXIST. '10' PVC '9 1.03% I ,;t---i'--FILlcRRA • I ~ I I I I I I STORAGE ARE,.,,_____ I -r'/!T REOO: 1890 SF L --~-:=:. ~:::::=:~...j PROV: 1890 SF BMP 20 I ~ / I A LOT;;~; HOA 1C~01Y.----_-=,~:: I 18. }IJ)PJ; 1416, H FLOW (f.\S ~\\9· ;iB'I fJ(S;CP L I l~~1."'t° 9 24.41% ·. I I ·c------·-----'_ ; i/;""----i-._,.,,,.,L. ______ 3._ ~ ---~-.. ( __ L __./, ~, ---------~---------4 I I I I I I i __ I __ • CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCA 710N OF EX/S11NG U71Ll71ES IN THE FIELD PRIOR TO CONSTRUC710N! NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VER71CAL SURVEY CONTROL ©2017 O'Day Consultants, Inc. GB 14+00 ~ --+--1,27.59 4 0 75' 2710 Luker Avenue West Suite 100 Carlsbad, California 92010 760-9,31-7700 Fox: 760-931-8680 ODayConsultants.com 4 ., Civil Engineering Planr1ing Processing Surveying I +-;:--' I --f3% --- BMP 20 -LOT 250 SCALE: I• = 10' 010 = 3.06 CFS QIIQ = 0.238 CFS DESIGNED BY: JT AM BF HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1• -10' <l l5i-00 I I I I I ! I I I I I I~ I ! I 1~1 I q I I I "AS-BUILT" ~i]l-{i__~ ~L<'~/tt 1------------------1 P.E. 3201:/l" EXP~-la7/l"'ll/,,z<> DATE PROJECT MGR.: G.0. JOB NO.: 10-1307 REVIEW~BY £kvi. c-"O:____-il=J-~--"'-'-DAT=E: ~/!'}_ J/JJ, 1 '/ GEORGE~AY RCE: 32014 INSPECTOR ENGINEER OF WORK: -I I c:i·' 4 I .1 i I C) I r C 18" PIPE TEE WITH WIRE MESH CAP (SEE SECTION 'C-C' FOR DETAILS) 7 C SOIL DEPTJ-! PER PLAN A 1 ~a-1-.L'_,f""T"'YP .. E""'G_-1_·_c._B.~~-LTREET GEOTEXTILE FILTER FABRIC 3"MINrMUM SEPARATION FROM LINER GEOTEXTILE FILTER - FABRIC IMPERMEABLE LINER IMPERMEABLE j LINER 12.f}" DIAMETER OfWr!GE r---.1-1 -{OFi!FJC:E SOFFJT FL USN ,,---- WIT/--/ PlPE SOFF!n ~OF<!F!CE PLATE 3HJ" DIAMETER ORIFICE (OHIF!CE JNVER{ FLUS!-1 --...._y!!TH PIPE iNVER 1) ~---.-::_~,i5~=) UNDERGROUND STORAGE DETAIL (BMP-20) NOT TO SCALE -------AREA OF GRAVEL ··, 1890 DF---- )'; SOiL OEPTN PEH. PLAN --: s( ..-:. 3.00 Gi?A VEL ( 1 SECTION '.4-A' UNDERGROUND STORAGE DETAIL (BMP-20) NOTT~SCALE ORIF/CEN SEE DETAIL ON DWG 480-J, SHT 5 ____ -1 STORAGE ;:t: DIVER /FR BOX: &1:.::Y ,2,""~· ~ '¾ BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGIJA HEDIONDA CREEK. 120 FEET SOIJTHWEST OF EL CAMINO REAL RECORD FROM: R. D.S. NO. I 7271 {PT. NO. 105} ELEVATION: 45.410 M.S.L. DATUM: IJ.S.C. &: G.S. NGVD 1929 -·, 8" PVC --~-s-TO STORAGE"< ~ TO RLTERRA . 12" PVC 9 1% MIN -~ EX 18" RCP ~ TO STORM DRAIN DETAIL -DRAINAGE SYSTEM IN STREET NOT TO SCALE 24 "x24" BROOKS BOX, OR EQIJAL, Ir/ TH GRA TE FL= 119.60 ,,,,., J.0/" DIAMETER ORIFICE (SEE DETAIL, DWG DIVERTER SECTION 480-J, SHEET 5) NOT TO SCALE BROOKS 2424 CB W/ GRATE, OR EQUAL (2424 836 W/FRAME) NOTE: SEE SHEET 77 FOR ADDITIONAL DETAILS SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER ENGINEER/NG, DATED AUG. 1, 2016. CITY OF CARLSBAD I SH7EE7TS I 1---------,~-+---------------------,1-----+--l----+-----< ENGINEERING DEPARTMENT l----+----+------~---------+-----l-----1------1-----l ADO SHEETS NOs 62 -71 C- DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C: \Users\Josor1S\<Jpp<:lolo\loc,;1l\t11mp\AcPublish_aa64\1007BG62-77.dwg Jon 03, 2017 11: 56orn Xrefo: 10078G: 1007ATP01: 1007Q'TI0I); 1007AUTL7; 0114f-PA14, 1007BMAP; 1007bgrd -bmp busins: 10078U1l; 10078STR GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE 8MP 20 -H.0.A. LOT 250 APPROVED BY: CITY ENGINEER DWN BY: __ _ CHKD BY: 0P RVWD BY:-~ ,},r:# JASON s.~~9_E~T~ . Z UJZ,U-tt:--- R CE 63912 EXP. 09 30 18 D E PROJECT NO. DRAWING NO. C.T. 13-03 480-3A " C I I . I ' C ' I l . ' 1, 'II 11 I Cl :0 ~ z G) z C s CJ m :0 Cl :0 ~ z G) z C s CJ m :0 Cl :0 i z G) z C s CJ m :0 o' 10' 5 20' SCALE: 1" = 10' CAIJTION !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! I ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2017 O'Day Consultants, Inc. I I I I I •I I 4 4 41 \ ------- 7 I EXIST. 18' RCP -@ 18.86% ,j4 4 !J' <l 4 4 J tlA6£ OH C O N S U L T A7 N T S 2710 Loker Avenue West Suite 100 Corlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying I J I I I 1 ,-------...... LOT24# 5,1eo SF . 126 . .J STORAGE ARc,··,1-- REQ0:3760 SF PROV:3760 SF BMP 21 LOT 251 ~ HOA 119.90 EL ---1----leJ"!.J!)f>F f/J(i/1 FLOW !3. q <l <; •</ d 16·!-00 ------------· ____ ..,.. 4 " / BMP 21 -LOT 251 SCALE: 1 • = 10' O,o = J. 33 CFS QHQ = 0.256 CFS DESIGNED BY: JT AM BF HL DATE: JULY 2014 "AS-BUILT" ,..... I I I I I I I -- I I \I I I . I~ I I ! I I_ :1 I~ I I : I i I I ~N I I I I d •. __ , -::0. \.--.\ -~ ,'.I ...------------ BENCHMARK: DESCRIPTION: 2.5" DISC STAMPED "CLSB-105, LS 6215" DRAWN SY, J.S. SCALE: 1" -10' ~~ -t: . '£2~ _1,~/,,, /6""-~ -PROJECT MGR.: G.0. JOB NO.: 10-1307 GEO O O · r--','-' f----------------1 P.E. 32014 EXP,_/<::'fa,L<;'O DATE LOCATION: IN NORTHEAST CORNER OF CANNON RD. BR/OGE 01/ER AGUA HEO/ONOA CREEK. 120 FEET SOUTHWEST OF £L CAMINO REAL ENGINEER OF WORK: DATE: 1h;1/J'}_ RCE: '3W14 REV~@?¼ INSPECTOR RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45. 410 M.S.L DATUM: /J.S.C. & G.S. NGVO 1929 1/&,//? n .,A. DATE INITIAL ENGINEER OF WORK r I C 18" PIPE TEE WITH WIRE MESH CAP (SEE SECTION 'C·C' FOR DETAILS) -1 C TYPE'G,/'CB. SOIL DEPTH PER PLAN?' /_ STREET "'--~·-12,0" DiAMETEN On!FICE (ORIFICE SOfFJT FLUSH W17'H PIPE SOFFJI) GEO TEXTILE FILTEF! FABRIC :!"MINIMUM SEPAP.AT!ON FROM LINER GEO TEXTILE FILTER FABRIC IMPERMEABLE LINER IMPERMEABLE LINER 18" P{PE fJ" PERFOl?ATED Pf PE ;;,-()h'fHGE Pl.A fE 3. 00" D!AtvtETEF-! OR!FiCE -(OF?IF!CE JN\/ERT FLUSH -----Y!:!_l"f"N PIPE iNVERT) ·-----------------r~~___J UNDERGROUND STORAGE DETAIL (Bh1P-21) NOTTO SCALE ------~AREA OF GRAVEL~ 3760 SF-----~ i 4. 50' GRA \/EL :r Mitl/lMUM SE PAHA JJON FROM UNER J SECTION 'A-A' UNDERGROUND STORAGE DETAIL (BMP-21) NO( ro SCA/ F SEE SECTION BELOW /9\ ADD SHEETS NOs 62 77 REVISION DESCRIPTION DATE 0/VERTER BOX: 24"x24" BROOKS BOX, OR EQUAL, It/TH GRATE FL= 119.25 &+~ 'O ,o~ ~«. 'f',9_,,, J. 12" DIAMETER ORIFICE (SE£ DETAIL, OWG DIV£RTER SECTION NOT TO SCALE 480-J. SHEET 5) BROOKS 2424 CB W/ GRAT£, OR £OVAL (2424 BJ6 W/FRAM£) NOTE: SEE SHEET 77 FOR ADDITIONAL DETAILS SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER ENC/NEERING, DATED AUG. 1, 2016. I 574T I CITY OF CARLSBAD LllJ ENGINEERING DEPARTMENT 7 GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH ~ST VILLAGE BMP 21 -H. 0.A. LOT 251 APPROVED BY: ,7 LJ ./41t JASON ~-;p.~~f<_£_ CITY ENGINEER / RCE 63912 EXP. 09/30/18 61Tt 2.lli_ll'r ·~ ,, DWN BY: INITIAL DATE INITIAL CHKD BY: L"z.E_ PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: -k'.,C C. T. !J-OJ 480-JA C: \U5ers\JasonS\oppdal1;1\loc<1l\temp\A~P1,1bllsh_8864\1007BG62-77.dwg Jon 03, 2017 11: 56am Xrefa: 10078G; 1007ATP01; 1007arnup: 1007AUT1.7; 0114T-PA14; 1007BMAP; 1007bgrd -bmp basins; 1007BUTL; 1007BSTR " ' I ' 0 'JJ i z Ci) z C $ ID m 'JJ 0 :c ~ z Ci) z C s ID m :c 0 'JJ i z Ci) z C $ ID m :c I I I [ LOT JO! 7,554 SF 147.6 -- , I I I I I ----- I I \ \ . I \ \ I WI 1.04% ------+--- LOT 291 7,532 SF I L-156.0 ---------7' ---_5 ____ 44,- -1------- CJ.£ANOU7 BMP 24 LOT 328 ~ HOA 143.83 [L, --,STORAGE AR£.,,___ REQD:3937 SF PROV.·3951 SF ' - I I .1 I \ ,\ \ EX/ST, 8' PVC @ 28.24% I :... J EX/ST, 18' RCP @0,12% EXIST. \ \ I I \ \ \ \ I \\ \ I I \ \\ . I \ I I \ \ \ \ \ \ I I , I \ \ I \ \ I \ I . \ \ I \ '· \ \ I \ \ \ I \ \ \ I \ \. \ I \ I 1. I I ' I I \ \ I I I I \ I \ \ I \ I \ \ \ \ '-",--vVvERTER BOX \ 36 '-13(, "BROOKS BOX OR E_QUAL, WITH GRATE, \ </ '· \ ' '• I SEE SECTION AT RIGHT MOO. TYPE C-1 'i,. EXIST, I I I -------------- BMP 24 -LOT 328 CATCH BASIN i'tCJ 12• PVC MOO. TYPE 8-1 / V ~ ~ TO STORAGE CURB INLET '\r--T. " o· 10' 5 20' SCALE: 1" = 10' CAUT!ON II CONTRACTOR TO VERIFY THE EXACT LOCA 110N OF EXIS17NC U11L/11ES IN THE FIELD PRIOR TO CONSTRUCT10N! NOTE II ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERT1CAL SURVEY CONTROL. ©2017 O'Day Consultants, Inc. SCALE.' 1• = 10' 010 = 6. 04 CFS Q#Q = 0.581 CFS ORIFICE N SEE DETAIL ON DWG 480-J, SHT 5 1, ~ '\r.l~,? 0.5' .,...;II'" ~ I I 1L---7 r I ~ .,_,._~ -i> ----<,-1 __ Ll __ _j : ;---~~--~1111-1~JJJ:;'~;;;;c1::==;.1....--J:// ~ I I~ ·ffLTERRA l_.. STORAGE 0/vERTER BOX.' ____ J t--~ ;:,; --c·s-TO STORAGE"< ,.. 8" PVC 24'x24' BROOKS BOX, TO RL TERRA OR EQUAL, WITH GRATE -12• PVC @ 1. 0% MIN .,,,, t:X. 18" RCP ~ TO STORM DRAIN DETAIL -DRAINAGE SYSTEM IN STREET NOT TO SCALE &+...,_,._,:,r 'O '°tt, ,, ~✓,, <';):,,£ "I OIVERTER SECTION NOT TO SCALE 4.10" DIAMETER OR/RC£ (SEE DETAIL, owe 480-J, SHEFT 5) BROOKS 2424 CB W/ GRATE, OR EOUAL (2424 836 W/FRAME) II AS-BUILT" DESIGNED BY: JT ~ BF, HL DATE: JULY 2014 BENCHMARK: DESCRIPTION: 2,5" DISC STAMPED "CLSB-105, LS 6215" DRAWN BY: J.S. SCALE: 1 • = 10' /4 . _ 'fl './'.A __ C_O_N_S_U_L_T_A~;rN T S PROJECT MGR.: G.0. JOB NO.: 10-1307 GEO~»-c:: ~ ~l<'t;ltB 1-----------------1 P.E. 3201f" EXP.~SO{/eo DATE LOCATION: IN NORTHEAST CORNER OF CANNON RD, BRIDGE O'IER AGUA HFOIONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 /60-9.31-7700 Fax: 760-931-8680 ODoyConsultan ts. com Civil Engineering Planning Processing Surve)ling ENGINEER OF WORK: _,-Ck,,., {}~ GEORGE iJoAY° /1 RE17lhB1J DATE:/Jo//7 _, r '1------ RCE: 32014 INS ECTOR RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45. 410 M.S.L DATUM: U.S. C. & G.S. NGVD 1929 _!/Jolfi ;",,_//, DA ,INITIAL ENGINEER OF WORK ;g-,,_AOO SHEETS NOs 62 -77 18" PIPE TEE WITH t C 7 C ,..,... ...... """"'--~ SOIL OEPTFJ PER PLAN Ff ( WIRE MESH CAP (SEE SECTION 'C-C' FOR DETAILS) A-7M,-a,1_L_-rt'""'TY"'P"'E"'-'G--1-'C_.B_.,~_[TREET 16.U" DIAMETER OPIFICE GEO TEXTILE FILTER FABRIC .r MfNIMUf-1 SEPARATION FROM LINE+? GEOTEXTILE FILTER IMPERMEABLE LINER 18" PiPE 8" PERFOF:A /ED PIPE ~ (OF<.IFICE SOFFIT FLUSt··f -~------Wf7H PIPE SOFF!Tj -ORJF!CE PLATE -5 OU" DIAMETER OR!FiGE ~-i-r-(ORIFICE JNVERT FLUS!--1 :.....------WITH P!PE 1NVEFffJ ----------~~ UNDERGROUND STORAGE DETAIL (BMP-24) NOTTO SCALE ...------~AF?FA OF GP/.\VEL"' 3937 SF-------, ;i. SOiL DEPTH PER PU\N FABRIC /8' PIPE-TE[ Wlii-1' I 4.00' GPAVEL IMPERMEABLE LINER DATE WIRE MESH CAP ' (SE[ SECTION 'c-c' FOR DETAIL) 3" MiNfMUi'-11 SEPARA T/ON FFWM LINER J SECTION '.A-A' UNDERGROUND STORAGE DETAIL (BMP-24) NO( 10 SCALE NOTE· SEE SHEET 77 FOR ADDITIONAL DETAILS SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R WALKER ENGINEERING, DA TEO AUG. 1, 2016. I S7E5T I CITY OF CARLSBAD I 577Ts I ENGINEERING DEPARTMENT GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE BMP 24 -H. O.A. LOT 328 • APPROVED BY: / ,L ,/ fl ),,l JASON ~~RT """" //, '/ _ If L't- CITY ENGINEER / RCE 63912 EXP, 09/30/18 DATE -,i_/1a/Jr ~.e,. DWN BY: PROJECT NO. DRAWING NO, INITIAL DAlE INITIAL CHKD BY: CSE___ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ,lc:'..C-C. T. 13-0J 480-3A C: \Us11rs\Jas\lf1S\1;1ppdalu\11;1cal\h1mp \AcPubliijll_8864\1007BG62-n.dwg JClll OJ, 2017 11:57am Xrefa: 10078G; 1007ATP01; 1007omop; 1007AU11.7; 0114f-PAl4; 100781.tAP; 1007bgrd -bmp boslm1; 1007BUTL; 1007BSTR I I I ' I I ' □ JJ ~ z G) z C s:: OJ m JJ 0 JJ ~ z G1 2 C s:: OJ m JJ 0 JJ ~ z G1 z C s:: OJ m JJ I I \ I \ \ I \ \ I \ \ I \ I \ I I \ I I I \ I \ I RET. WALL 6 PER PRECISE GRADlflC PLAN \'.!. EXIST. 10' PVC @29.85% 1 '· LOT 293 LOT 292 1,310 SF 165.8 66' --------&'- \ 6,060 SF , -l:1 166.9 --~r---------------.----I I I _____ 152--1-----.:.___ ______ ----;, --------150-+--~~---------- I I RET. WALL 4-L OWER PER PRECISE GRAOINC PLAN \ \ -~~ .. :::::::::::::-,\ --::,.---I o· I \ \ I I \ ' \ \ \ 1 \ \ I 1~ \ \l I I ~ \ i....a \\~ I I ~ I Cl:, 10· 5 20' I SCALE: 1" = 10' \ I CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! I \ ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2017 O'Day Consultants, Inc. -::-: \ ' ~ I I I I I q a <, 4 <J •• ,j ,j , l)\\ q ,j I I . I I . I I· I I STORAGE ARE,:A----•· \ REQO: 2837 SF J \ PROV:2844 SF -~ \ \ \ 1 BMP 25 I LOT 329 rv HOA ~I \ 143.46 EL. 1 5/' \ \ L--___:~----r-"i ~ 11."PYC. (d ,, #DP.b-~ I 1 1 I 1 1 \ 1 \ I I \ I I \ I I I 1 . 1 I l --f-/ft,/1 Ft.OW 1-//t;J/ FLOW , ./\ I I I L ' ~~I.-• ...-__._-----J •-r---.. '~~~ I ----IC\\• \ \\ -C'"} -~'.'.J;) 1 ~~--·,. "<( ·d't; ,.J ' -~--'· ., -.: .Ill [i ] le ,J Ill .. ' I fl· ~ ~ ~~ X'-l 'i-;.J CR\ ii::. ~Ii:. ·, I I I . -•-~ . .., . OlvERTER 80)( ~":><% BROOKS BOX OR EQ/JAL, WI 7/-1 GR A TE \ \ \ '· KENTNER CT {PVT) tJ+OO EXIST. SEE SECTION AT RIGHT I I MOO. TYPE G-1 EXIST. LOT 302 1.501 SF 147.5 Cl.GANO/IT BMP 25 -LOT 329 CATCH BASIN 12" PVC MOO. TYPE 8-1 ""~' .,~ ~ ~ ~ TO STD;fAGE CURB INLET ~-n~ SCAL£· I• = 10' 010 = 6.14 CFS Oll'J = 0. 555 CFS ~ ~ {;~~ ~ I I 1t..--7 ~ ,~,-' o.5'L ,:;"' , LL ..J i 7 ' ll ..(1-JJ.;·,/:.._,~rt=~::f.__J::~:~:~- ORIFICE~ SEE DETAIL : ' ~--111c t'fiLTERRA l._. , ON DWG 480-J, SHT 5 STORAGE DlvERTER BOX: 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8660 ODayConsultan ts.com ____ .J ,_..~ ;,; 8" PVC 24'x24" BROOKS BOX, --cs-TO STORAGE "i -;.. TO FIL TERRA OR EQ/JAL, WITH CRATE Civil Engineering Planning Processing Surveying ~ 12" PVC@ 1.0% MIN ';'., EX. 18" RCP ~ TO STORM DRAIN DETAIL -DRAINAGE SYSTEM IN STREET NOT TO SCALE DESIGNED BY: JT AM BF HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1 • = 10' PROJECT MGR.: G.0. JOB NO.: 10-1307 "AS-BUILT" ~---------------! P.E. 32014 EXP. 1?1/.?~/,e,:, ENGINEER OF WORK: ~ {JI) GEORGF. O'DAY DATE://~,? RCE: ~~ INSPECTOR 1.02% - A &+~ -0 -"'Jt, ...... ~<?;. 'P-1:.;, 4.60' DIAMETER ORIFICE 1.0' (SEE DETAIL, DWG DIVERTER SECTION 480-3. SHEET 5) NOT TO SCALE ' BROOKS 2424 CB W/ ORA TE, OR EQ/JAl l~le',/1 t: DATE /o-S-1~ DATE' (2424 836 W/FRAME) BENCHMARK: DESCRIPTION: 2.5" 0/SC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDCE OvER ACUA HEDIONDA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 11211 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: U.S.C. & G.S. NCVO 1929 GEOTEXTILE FILTER FABRIC I C 18" PIPE TEE WITH WIRE MESH CAP (SEE SECTION 'C-C' FOR DETAILS) 8" PERFORATED PIPE 7 C TYPE 'G-1' C.B. LSTREET 15.0" DIAMETER On!F!GE /----..J.1._.. (Of?!FICE SOFF/7 FLU.5ri WITH PIPE Y3OFFIT) omF!CE PLATE 5.00'' DIAAJl:fi"EN ()P,/FICE --·tr' {OPIF'ICE JNVERT Fl.USU WiTH PIPE INVERT) 3"MIN!MUM 1 L'===r--::::-....::----... To SD ---..,u SEPARATION _J IMPERMEABLE FROM LINER LINER OEOTEXTILE FILTER FABRIC IMPERMEABLE LINER L __ UNDERGROUND STORAGE DETAIL (BMP-25) NO( TO SCALE ,...,------AF~EA OF GRAVEL= 2837 SF------, ~ SOJL DEPTH PER PLAN , WIRE MESH CAP (SEE SECTION 'c-c' FOR DETAIL SECTION 'A-A' UNDERGROUND STORAGE DETAIL (BMP-25) NOT TC SCALE NOTE· SEE SHEET 77 FOR ADDITIONAL DETAILS 4.00'GFiAVEL SEE TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. BY TORY R. WALKER ENGINEER/NC, DATED AUG. !, 2016. ~ CITY OF CARLSBAD [ SH7EE7TS [ 1----+----1-----------------t----i----t----i----i LlJL_j ENGINEERING DEPARTMENT 1---->----1----------------t-----+--t---t--i ENGINEER OF WORK C; \Us1.1r,\Jus,xiS\oppdo\Q\jo1.ol\ternp\AcP~bl!sh_8B64\1007BG62-n.dwg JQn OJ, 2017 11: 57om Xrefs; 10078G; 1007ATP01; 1007omop; 1007AUTL7: 0114T-PA14; 1007BMAP; 1007bgr,;I -bmp bo9(ns; 1007BUTL; 1007BSm GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE BMP 25 -H. O.A. LOT 329 APPROVED BY: I, I I I I <J1 p ll 0 I " ~ TI mo do □ " TIC 3~~ ~ JJ "'[!Ju g -< "' ·u • 0 p i ~2,: ~z~ 8~ ::; ~I "mo ~ (8 ·u z IJ.I !Tl ·1 ~"' wz z rn I ~ p I I I ' l I I I I <J1 p ~ n 0 I 'O l:o :0 mo :;,i □o ,,,. Il C ::;!□~ :::,; (8 .!:wUl g ~ HO "l] •• e,, :,g '.l:t z 'l 2~ o C 3· ct I ~m~ c.: ::o rn z a,. 'l :: '< wz z m <J1 I ~ p I I I i 1_ " I I ]I I ...... O') 0 -h ...... ' ' ...... I I □ :0 ~ 2 Gl 2 C $ DJ m :0 □ :0 i 2 G) 2 C $ DJ m :0 □ :0 i 2 G) 2 C $ CJ m :0 ~I ~ j, UNDERDRAIN TO UNDGERGROUND STORAGE l FIL TERRA BIOSCAPE VAULT~ \ c== ➔-== _, \ W PIPE TO FIL TERRA LOW FLO (WATER Q UALITY FLOW RATE)~"-t INLET WITH ➔ ----DIVERSION-, 1' ""· STRUCTURE '"' '---~HIGH FLOW BYPASS PIPE TO UNDERGROUND STORAGE ' I UNDERGROUND GRAVEL STORAGE FACILITY I -I ' CURB AND- GUTTER '"-.. . .....___ ➔ ➔ ➔ ·1 I ~ I ! I Vo I UTLET STRUCTURE (TYPE G-1 C.B.) 6-) ! OUTFLOW TO STORM DRAIN SYSTEM PLAN VIEW -FIL TERRA AND UNDERGROUND STORAGE SYSTEM LAYOUT (TYPICAL) NOTTO SCALE CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOT£ II A L ENERGY DISSIPATION ROCK APRON ENERGY DISSIPATION ROCK APRON 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY CONTECH 21" FILTERRA MED)A. TYP. PROVIDED BY CONTECH LENGTH I I / R3'-0" ( I I PLAN VIEW SECTION A-A \ I A J SOR 35 OUTLET COUPLING CAST ·-INTO PREC/\ST VAULT WALL (OUTLET PIPE LOCATION MAY VARY) ADDITIONAL DISSIPATION APRON AND PIPE (FOR VAULTS >12' IN LENGTH) PLANT(SJ PROVIDED BY CONTECH 1'-4" MIN. 02" IRRIGATION PORT, TYP. 3 PLACES \ ___ 3" MULCH LAYER, TYP. PROVIDED BY CONTECH \ 4" -6" UNDERDRAIN FLOWKIT \_ (VAHIES BY SIZE) PROVIDED BY CONTECH -, DIMENSION MAY VARY±½" DEPENDING ON PRECASTER BUILD CONFIGURATION. DESIGNED BY: JT AM BF HL DATE: JULY 2014 DRAWN BY: J.S. SCALE: 1" -10' PROJECT MGR.: G.O. JOB NO.: 10-1307 ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. C 0 N S U L T A/~ T S 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODayConsultonts.com "AS-BUILT" hr~~ GEORGE o'o i------------------1 P.E. 32014 EXP._E/J;/~o ©2017 O'Day Consultants, Inc. Civil Engineering Planning Processing Surveying ENGINEER OF WORK: ,~ rl'scmi,f;~~rirE ., . .. . . . ---. . . . . .. INlA:lilLtlt.or.J FiG:0:Bi'J1lgi ,.o,, •-' 3 0.774 3A 38 4 0.903 4A 48 5 0.294 5 6 0.222 6 7 0.375 7 8 0.231 8 9 0.143 9 10 0.250 10 11 0.538 11A 118 18 0.253 18 19 0.346 19 20 0.238 20 21 0.256 21 24 0.581 24A 24B 25 0.555 25A 25B _Uj£_f/l? DATE 16 8 17 X 9 2 16 8 17 X 9 2 18 8 19 X 9 2 18 8 19 X 9 2 13 7 14x 8 2 12 6 13 X 7 2 16 8 17 X 9 2 12 6 13 X 7 2 12 4 13 X 5 1 13 7 14x 8 2 ------ 13 7 14x 8 2 - --- 13 7 14x 8 2 13 7 14x 8 2 14 8 15 X 9 2 13 7 14x 8 2 13 7 14x 8 2 13 7 14x 8 2 13 7 14 X 8 2 13 7 14x 8 2 13 7 14x 8 2 BENCHMARK: DESCRIPTION: 25' DISC STAMPED "CLSB-105, LS 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RO, BR/OCE OVER ACUA HEOIONOA CREEK. 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DAIUM, U.S.C. & C.S. NCVO 1929 6 6 6 6 6 6 6 6 6 6 - 6 6 6 6 6 6 6 6 6 6 * TABLE 4-SUMMARY OF HMP BMPs: Underground Storage Facilities 2 3 .tll~l~Yl .( ft; .. 3 4.500 4,151 1,660 7,472 4 5.500 5,798 2,319 12,756 5 4.500 1,792 717 3,226 6 4.500 1,152 461 2,074 .. 7 4.000 2,196 878 3,514 8 6.500 1,765 706 4,589 9 3.500 1,933 773 2,706 18 3.500 1,792 717 2,510 19 4.000 1,843 737 2,948 20 3.D00 1,890 756 2,268 21 4,500 3,760 1,504 6,768 - -------- 24 4.000 3,937 1,575 6,300 25 4.000 2,837 1,135 4,540 (1) Depth measured from invert of perforated ,1mderdrain pipe {tower pipe) to interface with soi!/grnss layer (see Attachment 5 for details}. (2) Gravel porosity is assumed to be 0.4. *TABLE 5-SUMMARY OF HMP BMP OUTLET STRUCTURES FOR POC-2 3 Orifice 0.00 7.50 Orifice 3.250 15.00 4 Orifice 0.00 7.50 Orifice 4.250 15.00 5 Orifice 0.00 4.50 Orifice 3.417 13.00 6 Orifice 0.00 3.50 Orifice 3.500 12.00 7 Orifice 0.00 4.50 Orifice 3.000 12.00 8 Orifice 0.00 3.00 Orifice 5.500 12.00 -----~---·---···-- 9 Orifice 0.00 3.00 Orifice 2.500 12.00 * TABLE 6 -SUMMARY OF HMP BMP OUTLET STRUCTURES FOR POC-3 19 20 21 24 25 (1) (21 Orifice 0.0D 4.50 Orifice 2.833 14.00 Orifice 0.0D 3.50 Orifice 2.000 12.00 Orifice 0.00 3.00 Orifice 3.500 12.00 Orifice 0.00 5.00 Orifice 2.667 16.00 Orifice D.D0 5.00 Orifice 2.750 15.00 Type of opening in riser structure. Depth measured from invert of perforated underdrain pipe (lower pipe). See Attachment 5 for outlet structure details. *NOTE: TABLES ANO DETAILS ARE SHOWN HEREON FOR lASE OF REFERENCE ANO MAY BE FOUND IN MORE COMPLETE CONTEXT IN THE SWMP REPORT TITLED, "TECHNICAL MEMORANDUM ADDENDUM TO STORM WATER MANAGEMENT PLAN FOR RANCHO COSTERA. "BY TORY R. WALKER £NG/NEERING, DATED AUG. 1, 2016 i--------t---t-----------+----+--+----+----1 '--I S7=HE7E=T :'....':I =C=IT=Y==O=F=C=A=R=LS=::;:::BA=D==--'=I :::::::::::7==:I ~ ENGINEERING DEPARTMENT g ADD SHEETS NOs 62 -77 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C: \U~en\JasonS\oppdata\Jocol\temp \AcPubll,L6864\1007BG62-77.dwg Jon OJ, 2017 11: 57am Xrefa: 10076G; 1007AlP01; 1007amop; 1007AUTL7; 0114T-PA14: 1007BMAP: 1007b9'd -bmp ba~ins: 10078UTl; 1007BSTR GRADING PLAN FOR: RANCHO COSTERA ROBERTSON RANCH WEST VILLAGE 81,/P OETAILS APPROVED BY: =/J=i JASON S~;J)J,ERT h-'J 7J 2 0/7 CITY ENGINEER OWN BY: CHKD BY: C..'ir!__ RVWD BY:_ RCE 63912 EXP. 09 30 18 ATE PROJECT NO. DRAWING NO. C. T. 13-03 480-JA I I Cl ::0 ~ 2 G) ' z C s DJ m ' ::0 Cl lJ ~ z G) z C I s DJ m lJ ' Cl ::0 ~ z G) z C s DJ m lJ