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HomeMy WebLinkAbout1429 I 0,eVch5-C 7- O GRADING PLAN GENERAL NOTES 1. AIL WLFC S17iai mium SWAIL EE DC W IN ACCOW;14 W7 WTIA '1311" CITY OF RANGED CIUCNT7JC',A S!rMr"ZDB AND SPFrTFICATTCM, AND CHAT'T'ER 70 CF Tf#. [NTFUN RJTI 7)TNG COTE, IJ1`'TT:ST EDM N. 2. PRICK TO TM START OF GtADING, AIL E7Ct_Sf'TNG VU7TFtTTLN 111t1D fF.RLTS, FOR DI1CTIDTM FX .M71M STfd"URFS, FOM7NGS, FQTf V' TRM, XMrtrF., TRFTS, AND ROW SYSIT7w'C;, SKVJ, EE 1*74WFT) FRIM TWE SITE TO THF: C "wl ,,� N Q SATT-SF7�f'TICN OF 711 SOTTS EYCTNFTR. 3. AFM RE rVXL CF OfflUS, ANY ML OR � NA7UTAL ` / RE AIN ING W AL [ PLAN S 9DTI.S SFAIL BE fO�VATFM TO THE SATTSF7;C'I7CN OF Tf[F 90IIS FN>TM�3z. , 7 4 '' 41 4. 4. 7M F�CiaOflEn 90IIS SHALL 'f1t1fN ffi IIISFT7'�I) ffi 'II9! SC)IIS f3iUTNF.FR, 13 %56 , swHrr AFD ANY AZnTTTCNAL OVFR-F�fCAVA77 N SIIAJL TfVN IE MMM, IN ACrrIM4M I U37H 71]r SOTIS OT7NrM'S RF)CX?"',F7MTTCW, AND AS CCPMTRM IN TWE 90TIS Rf'PCm. Rt I I S.C.E. 5. TAE E SOILS SPALL TAFN ME SCRRIFZm TO A PnWTMW � CF 6 8"Cole.. ©LK. WALL I 1 I PiPO�SEa ; TNMM. , HFOX7ri' TO P MTST(JRF' C3�., AND CTAT-nM TD AT _604/a 6ROUTElJ I I FOl2TN/LL fWY. IFAST' 90; of Tf�: f+94XTTiM CETt'>TIY, AS Q:f4'S3!T►ZFI) BY U.B.C. ST7SNfYtT2D 5, O� 8" I I •���••••�••-- --- — I I rf/(t NL ANp 4YFiV[/F 70-1 CR E>(�.TIfJVATFKT O�T'AC'77C1t•I SfAT7, EF CIFCI'ATNFn BY MT.'Tf17[S I -TFa fyy Tm SOn-s E NGINEERL S J�Q CE 6. IF ANY tV*T T7"grJW S� ATS HiCJCTlTTT TM) DOFUM 1. COMRAC IM ArWT S THAT HE S1AIL AS's' SCFE AM OMMP E 7!E z f-VeR7 Crx 7;llm x-rr(xa, lwy. SFPJL BE DW.MTA7"Y H tTM TC► MiE ATIT77T'TCN RESI�C WTATLITY FCR JOB SITE Cl!IMTTTOWL DURTNG THF: CCIUR'T le/k' R/r¢ RT l4 5: #3 ARS,SRA ( - OF TNF: SOTIS E7 l"uyR BETON' Pf 37)TNc FUKIrIfR. OF CCMS•IT UnCN, DIMMIM SAFETY OF ALL PT3� AM PMT"=. QQ > LLET STEEL PER SEAT/oN i VICINITY AP THIS IZ UTT""" Sf AL L AMM CCNI7NUC]CZ X AND NOT BE LDf-..7D z.� >a t � Zo/-Z•Z 570. SPEC/F/c/T T/c�/5 7. PRTfMrIVE IRI"ASUFZ:S SFWL BE IMUN BY MW 0DvTT?>4C:'iM 9D AS Wr 70 70 f+lMQ.L WCIP,10 G HXW,. THE CICU C'l SHALL DFTTRD, INCFa'NIFY __ — I N.T.S. T,P, /3,� � -OR Pv43L/c i✓VoRKS CONST. , I Q /936 Ed/T/oN. fM AN CJY f+fIJD, SIIZ, OR MT:TS 10 BE Lff30ETT`FD CUM FV6fIC CR AND MLDTHF OF M AND FN,Tt FAVIF� F" ANY AND AIL _ � *,�B"� AnTACTw Pf+C�' T," AT ALL TlMr", DURTM CON".'�d)MCN. ANY NM CR LTARILTIIY, WAL CR ATIn)S D, IN 071ZTf lTCN WITH THF. Pf'RFCflr4'*1LE b �� a NOT CONTRACTORS TO EF390.1; CN PMJC PR7frIM SWJL BE RFFL'7VF7) I)I'rnTl�W7Y. 0[>SZ' OF WOfTM CN THLS PWk_TM' EXCT'T' M FCR LIAFMXN ARTSTN_ FfYM I W ¢� D.0 .� 6 CGYVCR5TE- CLAS54d0-�' 2OOD I E_- VERIFY QUANTITIES SHALL If£ alMT 0TIFD BY W7T3RTNG CR OITTER APf'ZWU) W-fYr[) TRm'7[MlUr THF. SOLF WM.TMr_ OF THE OW" CR FTIC;TNFTR. L PFR 5FCT/oN 20/-//Z 15 7,0- I I BEFORE CONSTRUCTION. TM GIRADTNIG AM) QTJT PTNG a*,w.7MXffON OPFRT.T I(M. SPEC/F/CAT/ 2. ALL UrILT ES at STFIXMIRFS, OR FOOM ON !' Q o a • `, N 67.' »� Fo17 PUBL� S. FR= TO TAF? STARTOF ANY BtT InM CIC 7MXCTTCN 7W, CCMTV C TM FMJC I�7C7R1]':, ARE INDTC�7Tn WT7H THF'IR APMXTM7lTF LOCATION PER ^ � 3 AR /vbRKS Con/5T. I SNAIL FURNTgH TPR; CTTY WIMi CfRrMCA77CW3 FXW TFW CTVIL FNC;ITrTR AND EM-W. THE CIMM, BY ACCf'T'TTNG THERE PIANS CR P -X D NG CONT. j - ;lE4 coNT. I AND SOTIS FI-:TNFTR TfIAT BUnl)M PAD SUfT7VlJ]'S ARE WJ7 fM 0.10 FOOT WTIH THE u F7X7d, AM-M TO ASFXW LIARTTJTY AND TD CER. OF TRF AfTTYVFD PIAN^ AND THAT TWE' Ffr"R OCi"XIT(ld ANT) HOLD THF. DCTNF-M W7,1N IFSS FCR ANY UVIN-F:S RF'W17`ING FFM THE PFffT?P'ATTCN WAS BFYN OBTATN . EOCV7MICE OF UdLT3T7TXXTD UTTIJ _S CR STfdIL'1URf:S Wr REFTTLITIO T.,r LOl//v , Qt INDTC ATM CN RM J C R DO DIRM, CRiMT,TI­MT, r7Z-,M rTFa AT VARIANCE /Z EX TENDED FDOT/Ns 9. IiD GFJOiNG SFAIL CCfff"". WTITT"r CUMTMM GIVU) W, PFIMT AND 1TITH MTD OR RFMMYn LOMT ORIS. THE axnRACMM IS RFUTTRFD iV :,o:;: ?.. GONG. GUT-oFF WALL Wn7FYING CPA►)TNG ITF3'F2"TCR 24 ff"r. PRTCR TO THF: STRFTT OF WC7RlC. TO TAKE DIE PRFrKYMcKAw PwAgURFF:S TO PFMTT THF: urrm 7 n CR REQS//REO BY SITd)=TtFS SH7]F81 AND ANY C ITI D 2 FUN AT THE SITE. IT SiAI L BF, �l�ELEK 10. 3IF'_grCF TRIIJTY FCR C FVV)TM AND 1?1ST 7L nCN SIFATL B£ AS4]�4I) BY 761E 711F. CWTWf_7UR'S F&'SMrTRTI:QTY TO N9r FY THE O URS OF AIL Q t t/'►T[ tet �+c�►'+t y_ EN-TW :OF iCW IN ACCMWKE Wr"I SFXTTCN 7014 OF THF. ZMFCW, VITIJTT F:S Qt SIT31CT[)RE:S OUFJC'T33Mn BF.FCI2F: S'DRPIRI_ WCF2K. � �-.,���•� �� ••'-n • HJI i nIaD Cz7[T'. \� 3. 7W, VMWFTR pI8'F'A UM TfiFS'E PLAM WnL NOT BE TETE FOR, 0000 \ , U. TAE 90175 EP177U R SMTL AIM BE 1*'_rWWME TO VFYM fi ANDWTUT \ , OR LufiTE FOR uNAI'Tfflftr7Fn aUx."x TD cR tSFs of Tfif:SE f"LAtZS- SEE SHEET T' "7TOV ICMS AND ALL :S TO THF. PTATIS I+[= BF. IN WftITIM AND M-Vr BF: APPfVM •' \ TART Pf�'TR Q�'C T?CN MS M" OE3T7lTNF7) BY SZJBc7'F. � w AC77d"TFS Q>t T"TTW: UTTTX Y ILII? BACXFTIL IWIDDTNG, BUr Wr BY TH Pff'P MR OF THESE P'IAW,. LD"-LTD 70 SlwVT R, WI TR LTNFS, EtFf-MTCAL, GAS AND LPF: IR?T(ATT(7H LTW ,. 4. TAE E 47TWTR i CFS NOT RFrCPrnM CR ENrrrZ.F: TW USE OF ASfF:"ICN- - \ CEP"" WA,7TR PIPE OR ANY PATH) T.S 00f?rATNTW_ ASfG 4I06 DUE TO IN I' i� s THF BFX TTI WARD CCFWrTTM WITH SUCH rlwl X'Rq. STTrTFICALTTCK , 22. - &-40 IAT, LOT GMrMW; Alla? TO BE MWM- F'A TO 71117 I0;FTN OF ANY SUCH PfM-)CT IS AT THE DTRr=CN OF THE JURJSDIC- EDP r Z,- AND SAFT-v [i�'T T!l?T fIFt TO PPM, WM I)TN(; D1S� . TZOFF►L AM% Y. C C"TRACIOR SFAIL ASSUMTE R'.M_<MTRlISTY FCR ALL \ \ 7 CLN.'7M TION, CC"U1 T-TTCN AND RFTT7VAL OF ASFiH:7 , Pfn[TUCI:S AND l3. Air AS-CR ".O CWnTW PIM AFD unaIrlM-7CN Or CCKMTARM Wrm SKUL FOTlnW AIL OSi A 6 EPA CUIt7F3JNF_S TO MINIMT7.E fiFW:ni WATM. \ SAID (RAP)TW3 Pl*f JS 1O BF SUFf`TTTM Zl7 TW HTITI)TW. AND SATTTY IIIVTSTC7N PRTCR TO WTFA.SE OF (PW)TNG KM AND P RT(JR 1D FINAL •TITLICTMAL SLOOK WALL _ \ 24 (;FADING IK:Tt XTTCN. Ni) Ql/�4i1/T�TY I \ /D ( / C'DN S'7 RF 7fAi�✓/iL'G W4CG �e A OE_-T�4/C1120 L. 4 25 \ V \ 14. AIL SIDPfS 5' Iii VERITCaI, A� HId'1 TTNG 5:1 THE COKI3RA=R SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIVISIONS AND �J 9 � 13 LEGEND SLOPB ARF'. TO PIE P'IATZTTU W_rM ATTTr VM PIAh'T W.ITPTAI. AND CONDITIONS AT THE JOB SITE. THE COtnRACTOR SHALL BE RESPONSIBLE FOR BRACING s',yEE7 /. 1 \ \ \ 23 FFC VrITlM Wrnl APrTr M f4 TrRTTU SY."7". SEE: APr'ftV D IAN'YX%M AND SHORING ALL EXCAVATIONS, TEZ-TORARY STRUCT = AND PARTIALLY CIOT'MIET'F.D Co/V67 TE/`MPoRAR Y e3ERM W/Ty A.G DRA3.TN 7; AND EWrT(W CCf1T%X. SPTT'FPJCATTCfF; FCR PINK"TTR �` - PORTIONS OF THE WORK. O PAV//V6 ARMoLIA f�E.�? DELA/L S 26 Z T� 3, oo sF �4 z2 \ /4 � �••••••� — RETAINING WALL ALL CONDITIONS NOT SPECIFICALLY SHOWN OR DETAILED SHAH. BE OF THE SATE TYPE --- ME O Co/vsT. ¢'� Gon/GRETc vV/(LK PErp C.R.C. STL7 i23o s� • \ 2/ � � �------ SHEET CUT OFF 15. 7>FE 1JNFTRSIC71F3) CIVIL HU71fTFR fiFIIL IS AF�E FCR AND CHARACTER AS TIME SHOW, FOR SIMILAR CONDITIONS. DWG. 3/o f'E.2 OET.4LG "�~ Sh'T ✓r" • r PR�>:I(W)AL If+r7TrTT0C IN ACCrgTVVJM KTIH SFXTICN 7014 - �4''4 '`� H""""""""""'� — PHASE LINES OF THY. UKTFGFM PILI I nTW DOFF.. ALL WORK AND MATT7tIAL sxALL CONFORM TO THE UNIFORM BUILDING CODE (LATEST' 07,i RAISE WALL PER DETAIL e 3,470 S.F. 2 P8 29``\\ 2 o PROPOSED \ 5 64 — PAD ELEVATIONS 16. W MPUS'IfRT M OF MFVATTCN SHOAL W NUE WTITLx1T MCR Wrf"N ADOPTED EDITION) AND ALL VOCAL CODES. /9 HENDERSON APMPAL THF•Of WMDTTC, OFFICIAL AND CTM. FJ•d7TR MT7P NOTIFY THE SUCTURAL ENGINEOURS S 24 HPRIOR TO PLACING C'ONCRET'E. O CONSTRUCT SCOUR PROTECTION PER DETAIL 245 C.Y. CT 13 4 �q� 1 CHANNEL �—S.D--- — STORM DRAINAGE OF Rf rM. 3/ \ / i C.B. — CATCH BASIN 17. AIL ii",S AFOW.. 3.0 FT. IN 1W.TrOr RFUITIM. SF710MIr, PFRRTIS AM TIONS: � T I )H S E \�.. \, /a ; 17 H.L. — H I W E LINE llv;r rlT7(w. FUOTINGs SCALL REST CEI FIRM, UNDISTURBED OR C10MPACTED SOIL AT A MDnNJM PTT DEI 37 36 I 35 34 \ 32 \ , S.B.L. — SET BACK LINE 1B. AIL iii I rm IR PUFTXC RICRfS-0P-MY WOUT.. SII^' T W. PFJVUT BT�f7W FINISH GRADE OR NATURAL GRADE AS SHOWN ON Tf IE DRAWINGS. 33 AMnr:T'rx-rr(W IS!ZTM BYEu;nRTNc DIVJSICN. 1- �- \ G.B. — GRADE BREAK ALLOWABLE SOIL BEARING VALUES ARE BASED ON SOIL REPORT DATED JUNE 13, 1988 BY N �___ -1•� 4 DR.--- HIGHLAND SOILS PNGINII3ZS ALZDh'AL3LE Ba-A1iINc PTRESSURE 2000 PSF �- T.G. — TOP OF GRATE HIGHLAND -- -j -_ SEGUNDO = \ LEGAL ' DESCRIPTION' ACTIVE PRESSURE @ SLOPED BA=LL = 45 PSr/FT F.G. — FINISH GRADE ACTIVE PRL:`�SIJRE @ LEVEL BACKFILL = 35 PSF/IT GjCW SPALL BE FRL•'SHLY PREPARED AND UNIFORMLY MIXED IN PROPORTION Or 1 PARTFRJCTI TfiE WEST 1/2 OF THE EAST 1 2 AND THE EAST 1 2 OF THE WEST 1 2 OF SECTION 22 PASSIVT� FPS =0350 P5F/FT C'ET'TNT, 3 PAi2'I'S SAND AND 2 PARTS PEA GRAVEL Gf'OVT Si ALL ATTAIN A MINIMUM � \ EXISTING T.0• -- TOP OF EU R B / / / 074TI:SSIVE MWTi E OF 2000 PSI AT 28 DAYS. W41SHI P 1 NORTH, RANGE 6 WEST, SAN BMDIRDTNO MERIDIAN, ACCORDING TO THE \ \ H E N D E RS O N R.P — RADIUS POINT OFFICIAL PLAT OF SAID LAND. MORTAR AM FR=Y PREPARED AND UNIFORMLY MIXED IN ACCORDANCE WITH i UDC ` -4 —CHANNEL— F. F3CCEF'I' TH06E CFRIAUI STRIPS OF LAND 330 FEET IN WIDTH, AS OESCRIFIm IN THAT ALL CONCRETE SHALL HAVE A MDTR M ULTIMATE `SIVE SIVlG'IH AT 28 DAYS AS, T'YPE S OR TYPE M MORTAR. MORTAR SHALL BE USED hTIfiIN TWO HOURS AFTER MIXING. o \ \ S. — FINISH SURFACE E== BY SAMUEL J. WASEM, AS TRCLS'TEE TO SOUTTTE:RN SURPLUS ��� H.P. — HIGH POINT CERTAIN GRANT DEFD E REALTY 001!'M NY, A CALIFORNIA OOTRRORATION, RECt PrP D APRIL 27, 1973, IN BOOK . . CD= SHALL OOTdFORM TO ASTM C150. THE USE OF PLASTIC OR M7,SONRY C1Ti131I' IS __` \\ +ES,S ® — SHEET NUMBER 8171, PAGE 84 OF OFFICIAL RECORDS. .. ... . . . . . .... .. .. .. . .. .. ... . . .2000 PSI NOT PE" TZ'I'F�. FOOTING ALSO EXCEPT THAT PORTION SCUM OF nfE SOLMlERLY LINE OF PARCEL 2 OF SAID GRA7\'I' ALL 024CT2EIE SHALI/ HAVE AIA}CFMtIM SUM NO aTATGR THAN 4", EXCEPTEXCEPTFOR ALLKASURTMENT SHALL BE MADE WITH A SUITABLE C71LIBRATED DEVICE. SIR EL k � \ ffi®. FC UgDATIONS Wfi1CH MAY HAVE 5SI URFMET K XFMUM SLUMP. WA.STTS WILL NCIT BE P==. S.C.E. CEMENT SHALL 0ONFOW M ASTM C150 AND AGGRR ATE SHALL CONFORM TO ASTM C33. -- �']:T1FDFiC"ItJG ST'EI•'1�: 3 \ � - - - . Raw -- ---- _ - -- _- - —_=- - MIX DESIGNS FOR OCMI32FSSIVE STRTNanIS GRr.ATrfi THAN 2000 PSI SHAH BE APPROVED fC/T!/�PE /MPROl�E/t�lFil/TS T R. 13 5 _64 BY THE STRUCTURAL FNGINEE7R PRIOR TO USE' RETNI•URCING STL3?L, SHALL C>ONrORM TO ASTM A615 GRADE 4 0FOR #5 AND SMAI.Z.ZR AND S GRADE 60 FOR #6 AND LARGER, ALL REINFORCING SHALL BE FTROM IDENTIFIED SIOCK --I r. r ALL CONCRETE EXCEPT SLABS ON GRADE SHALL BE PLACED UNDER THE CONTINUOUS J 13 (' � P WTIN MILL ANALYSIS SUPPLIED. JJ. INSPECTION OF AN APPROVED DEIZTTY BUILDING INSPECIUR. (r' ALL RM*UrT1G STEEL, DOWELS, ANC1 FOR DOLTS, EIC., SHALL BE WELL SECURM, IN 66' 57 I AIL CEILS SHAD, BE FILLED SOLID WI'IIl GROUT. PLACE PRIOR TO PLACING CONCRETE. OONTI' ACTOR SHALL USE T'E11PLATFS TO INSURE ACCURATE PLACE7�ffTTT' OF ANCIIOR DOLTS, M%TlS, ETC. �I ADDED SHEETS 5 THRU T / WALL RETROFIT 10�t IFS ii' e' � 22, II' OFESSip INDEX MAP r QP k, DOWELS SHAD, BE PROVIDED AT POUR AND OONSTRUCTION JOINTS AND SHALL BE 'RIC SAME 0. _ . I 2% •�• `ARIES �k� ANO J. ,���/Fy SIZE AND SPACING AS TI f1i REINFORCING SH04+'N FOR 111E SUL3SDQUINT CONSITRUCTION. N.T.S. DESCRIPTION OF REVISION o�T E CITY _ _ — ——— — " �� �� C APPRQvtFP -- - — --�- - — — —— '99 Z AIL Cr)RlI7,r=S BARS OR DMMS SHALL LAP 30 DIAMETt72S IN OONCRI.'TE AND 40 4:QQ 36052 4 DIAA'LTIrFRS IN MASONRY, UNLISS SHOWTTY OF RAN ® CUCAMONGAN OTHE DISE. 8 C U R 8 ST RUCT'BLOCK N • t8- CURB 8" AC WALL Exp. 6.30-92 I�� SPALL HAVE TITC FOLLpw�G MINIMUM COVERS: NOTA = THIS PLAN FOR CONSTRUCTION OF • DIKE � i f wai CONCRETE WADM I:A=I NOT FORMED: . . . ... . . . . .. . . .3„ RETAINING WALL ONLY. NOT TO BE FOOD PROTECTION WALL 1 ( . .. . . � 2 USED FOR GRADING IMPROVEMENTS. WARDMAN BULLOCK ROAD E FIS LN a °�°� A RBS. FAH . . FUI3'IF'D OR TTRaaE . DI 3564 FOR l'�l F�� FAI�.S AI'D QJFRL3S. . . . . . . ... . . . .. . . . . .1-1/2" . . . . . . . . TYPICAL SECTION - N.T.S. _ 4 SLAB ON GRADE. . .. . . .. . . ... ... . . . : .. . . . .AT clarrER REFER TO ROUGH GRADING PLANS T • FOR REFERENCE ONLY - FUSCOE WILLIAMS LINDGREN 81; SHORT. TRACT 13564 BASIS OF BEARING : BENCH MARK: N0. 150 SOILS ENGINEER: DEVELOPER : (OWNER) APP VED BY: _ /,' DATE:JZfi-_l; CITY ENGINEER � � , THE BEARINGS SHOWN HEREON FD. CHIT. "(M" IN TN£ MIDDLE HIGHLAND SOILS ENGINEERING, ING. CARYN CO. �'`' R�.F- NO.LL612— DES�rN ,�" Err a �r,• r,,,� �,.•,,,., „r1, ; ECONIMWN D AFfE BASED ON THE CENTERLINE OF CONCRETE HEADWALL AT 1832 S. COMMFRCENTER CIRCLE P.O. BOX 9216 OE N7,rr�ulr (alfk,rxln91SU3 �� OF SUMMIT AVE. BEING NORYN THE SOUTHWEST CORNER OF I��I, SSa Q161 ��� l�t D.K.B. ' uJAPA'S 89'4147” EAST AS SHOWN ON SUMMIT AVE. AND EAST AVE. SUITE A SOUTH LAGUNA, CA. 92677- 0216 ,� h4V;-la. ;t�-ru,1n A MAP RECORDED IN BOOK 73, SAN BERNARDINO, CAt.!F92408 714 - 499-5929 DRAW HEEi PAGES 39 AND 40 OF RECORDS - OF SAN BERNARDINO COUNT . ELEV. 1507.007 — .. (7141 884-828 MT—.. (n�!/Fn,�enerr� (.,I,aCunr'tr,n I-OF r -CKr D 11 ATTN: DEAN STANPHILL R.c E PIO�y/�'c'_ DRAWING NO R.J.A.VABATF FII . NO 0 Q SEE SHEET 3 OF 4cr r \ Y Ell T Z� h GO , U LE , O - m EX/5T Zo' STPEE r DEvi�oTia�/ I ♦ - PER 600e 98 4/ ZBS 289 I I \ ♦ _j3 9 7. 6 81 I I � _j - jA , _I \ t � I J £�� m r tt• - ----�--Gt11V17E . �-I 3� u , I J W I , 33 cr AM I ' � . — CONSTRUCTION NOTES' / } M � Sip, _ -`_-�-_. . 1 _ / -O/V- r RET,4/N/NG k14L4 REk APe WIL 51A, 81 I t ----------------- glow 411 — aftuft �• 1 \ \ � \ `\ .rel V '� ! ' \ 10 '` N. i t \ I , 1 � Awn ,0M--API 411 ws - •s. t:a. . _ _ �.,� .as �•,. . - .t aria<. ,. .loss -401M ' iG SSS \ j � RVE DATA C(1 , ( r>E C 7.4 f'A(Ji�/9 �ENG7y 74/1/Cf /1/7` 1 I _ Ell Z4 ,14 " ioB.oo /GPs 5 3 /OCo.BB \ - I fX/5'T//1� EA9E/YlE/V7 -- --— ---- —- • /kV,4WCW''4W Bl/L TRACT 40zlWP,4,fY \ t I� rt 3 s NOTE y(/OQK W17VI V 504E C0�2R/p0,e /9 sv�Ec7- To F/�t/AG/ZAT/OA/ o� ,EAS,5"C-I •r- NOTE = THIS PLAN 'FOR CON �ST R U C T I ON OF e } %S d� '��y0 '��T►� h V1 OR APPRO✓,4C O� SOL/THS,PAl C',1G/AOR.v/A — - � RETAINING WALL ONLY. NOT TO BE � �► � # t a h� SED FOR • GRADING IMPROVEMENTS. REFER ♦ e �-- - TO ROUGH GRADING PLANS TR . 13564 ti i _ SOUTHFRN CALIFOI�I�{�IA EDISON FUSCOE WILLIAMS LINDGREN 8� SHORT. & SEE SHEET 7 FOR RETROFIT DETA I LS AND 1 R / W -- _ SHEET 5 FOR CONSTRUCTION. _ , � _:' - j - F xo \ /� V. P14, 4 1 c s L/M/T4 Oria �\ A S� IL PH, 10 3 s I No: 3605? Kz Ex 6.3 Ai'DPO�'//S4TE L /TS OF LZ4YL 16117' (,.•1� T R OV s= LOW S'�oT6' Sr C / GQ.40/rte D �M I /Vil ! \ \ 4 ECAO \ ADDED _ 1 D ED NOT T2�4 3 � \ 0 T.4/L . . \ CITY J 41 DESCRIPTION OF REVISION DATE APP147�dE0 S E 5. AL VO S' PL A/ V/El./ -- / W CITY OF RA N�=1 ► t��A�; O�n� A of TA/L �'7s, �s��_;-� _ �- U r W _ w FLOOD PROTECTION WALL fie FOR o ...- - x _ - - p ._t ___._.._.._ - - .l,"Oc'K l — - _ ,,,, �.,,u a�nFunuu�ti„ ►�. - l4�". 3 CT f ,4z ....,. N _ - TRACT 13�f 4 --.7 ' ♦ h APPPOVED BY. `/ DATE' F 0' �' _ / �. ••C/ ,�4 i �- 9 (o CITY ENGIN ER ��Guc, �� 0� R.C.E. No.�1�!7 E .� IU DESIGN �r/� ll(Al u<vr„X �.•.,..- �,,,1, a RECOMMEND( — -- — . ' _ Rn.•r cuk- c nhk.r-nu,L15l1_f P. �- DRAWN It%C14)45 4 (0810 SHE E Y M T.L. 2 of —�_ Chtl fra/•iwnr-s, rM 1unre.ra CHECKED L DNoWiNG NO RCE No��•�! 1 � i ` ��► �� y , -- _ — \ `,, R.J.A. cy o Y DATE- �! �_ FILE N0 _ 1 SEE i ': SH E ET ,OF 4 ; 1 16p 76p7 � l(0 1747 .�� `; ��,�� �\e� •, • � ' ,`, � A ♦ �f 1 • • _ domir LIZ `\" �" "� \ A ♦1 dWAIV AAA I ' >o lam / i ✓`,'/ ti ♦ ./ 27 w \ • � ' CONSTRUCTION- NOTES - - c T c \ ♦" ,✓lv2`a .Co \ �► `��el_ rs O Cpit/ST ,QE r,4IAIII/G 1-1,4L6 .9,yEEr /. l ♦ 5 CONS'r Te5VPo.Q.41P y4015 eV h//r// s4.C'. 44 v/W6 C � I 29 Tc .�19 fs. 36 Al lop- 31 , r C �6� �! — \• \ ` Y /h/ISNED 7O1' DF AF"M, TD M.4TTDP V F R CE\ 8U/2FAC DF . 7,4//l///1/l R 't s laa �� : 18PL/TU.PE le,39POMA/V rBULI DC.0 RD I {� ' 4;re Ur`/Z \ V. 17 �— L� 37 36. o — — J _ --.EX/5'rirv6 G,Pou�/o oo 3 5 , — C � �, -^ *� ,,. l 'r O I i 3 \ Ate' P,46'/iU�, A�P/yIDU,Q Ol? fJ1J/TE. ., T t l _n ,(�ET.4/N//UG G✓AlG ��w� ��, /� z.� \ TYPICAL: SECTION A �r �r TD BE CO/f/5'T,PI/CTE /mac//TN ` TEMP. BERM W11N AG. PAVING 3 7-,P: /35�¢ /MP•PovE M _ Ts. \ \ 1 t b C T!•'P �.D \ I \ �.+� ARMOUR LLQ I ��„��. p• 33 � � e .Jce, 4 ? I I�v =� m"'A g I � 21 ----_- - ---� L.e, as low A sop go SAN G �g ��, ,�. \ L — $ pR�. ,"A V vi" _ k ( h T L9mm ty c (� lD c i C ti ' ATG � � �\{ 1 C jv��c �k�G — C 83 L-80 now son I� h �� U_ND0 y LA �� �, = L-80 _ � Tv 24 ` \\ �.. - ---. _ 5 l�oCo3./ IUf03 3 � 1 rJ \ Sn I /U 57.7 /(n 55.2 /U g2.814 \ \ \\ NOTE : THIS PLAN FOR CONSTRUCTION OF RETAINING -WALL ONLY. NOT TO .BE > >� _ `, USED FOR GRADING IMPROVEMENTS. REFER TO ROUGH GRADING PLANS TR. 13564 - 2:/ 11SC0E„ WILLIAMS rL,INDGREIII-- HORT.� ® SEE SHEETS 5,6 ,7 FOR RETROFIT . CONSTRUCTION. .. .. V � _ • 4 _.._ _._._„_ ..,. ._...... . ,-- _ - ...n,_. -- - ., -,,-t_ ., ,Q,. ...gib.=.i-° mss_. is ... • >. - fe'°*, --� ..._. _._. _ . �.. � 's;- _ ,. ..,_ _ „-_ _. ,,_ �,,.._<_„ -.:, _ .�..- �•••• _. .. )10 84 I oSo 02 �, ADDED NOTE 1G �� 4� \ \ CITY } SEE SHEET 2 OF 4 •I \ DESCRIPTION OF REVISION DATE t '� ,•_ , \ APPROVED. CITY OF RANCHO CUCA ►ONGA ' EXISTING \ EX/5T Zo ' 6reE4 r DE0�4rleAl I I v �X�';-rlAlb EAS�M�NT Q WXCo1W,,41V �u�cocx ,ems, o HENDERSON PE,� �°K 9B �2� � � � � ', FLOOD PROTECTION WALL - I SOUTHERN CALIFORNIA �' t N CHANNEL `\ ` EDISON R /W FOR 'ss/0 TRACT 13564 �pND J. q4�l�,c\ APPROVED BY: DATE'L. L s' `\ CITY ENGINEER ✓,ll Z z�omi- =- R.C.E. NO. ZIAL:2 /MOTE• lf�OR�C k//Th//Al SCE Caegla R /�5/ W NO' 36052 rn �." TO /NAL/Z,4T/O�t! O.- E,Q$EA'hF41 •• ac DESIGN RKM �msi ll<•,n,ri t,.•,,,,<• l 25 1 RECOMMENDE \ Ex 6-30.92 � tlhr-.,1.1,- „ ,rfr,.,h.,v.sot V. 4u OR APPROVAL O� SO[/TAle, FAI L'�4L/FO,Q�t//q \ P D. B. �',� 1.1,x”4t - S ,a, fsa p_4_ A. �� DRAWN Ur" F ;14 hay i'ta/45 (W/O SHEET Ir sr Crvi� P��P MTL. � �� •�� _-� 4TE OF CA � Chi/tPoRm'..." land%urTelfAn _0F _ s CHECKED R.CE NO �O DRAWING NO R.J.A. DATE p j 4'C FILE NO sT,QEEr w DED/c' /oN PE I ' a / ' %�� ♦ �'M/,t/ ICA e► �J\J 3„ A OVErP � I ,�� ` Or • A" \�� NAT/liE � mom . \ I \ x 6 >a\ \ qi e f .. 1 0. -A — GF i n n \ ! ` .T4—T:—rye d` 'C \ X01 ✓�.I r /��o -le 215 _ - mss- I `, �' ♦ e. _\o. CONSTRUCTION NOTES �+ T l� =73. ♦ J �� " o°� a3 V �� /O COWS," •e,-- 4/N/N�' W,4LL RX--_,C0pETA/L SL/EE"T t. 0� , o \ \ a'' ,' 0 C \ Wig. i' �+ N w 1W4UA?.. ..,..., _:_---0F..sl.gnc,i•:.f. :.F .is:,>..n.:,.,<.,- -,o., , _..,,,.,.. :!nw,.....r..ve+ .G:..,... •.v.v.nt-.,- F w.+. wv. R N IN .01 \ Nj A4 LIP QJ 146. 10 �\ H jg. : s d /liGo9•/ a ` qq L•9 w, t �`�2 25 r, c ♦ �, f S � w ill I N V v� //oL 5• / r. 61 23 I k t _ - , � � �( Y.�\. •'� / � � ��b. -�. \ �� , F S. 55.5 - 7C3 2 \ ' , 1 -� F C/1 I '" M � \; / 74 \ Z 4 .9 / 5 NOTE _ THIS PLAN FOR CONSTRUCTION OF 7 /Moeo(/E/N�N x +9e `> n 9 O .. S S. I PGAN6 - ��5. ' 3 \\ ' 21 �- ` O ��, 48G RETAINING WALL ONLY. NOT TO BE f � G' s Tie. /3515 \ f m ° � •• �`�. . ',\ \•�� •� /��¢. 3 � ,, � USED FOR GRADING IMPROVEMENTS. REFER ;meg J TO ROUGH GRADING PLANS TR . 13564 r r-,,FUSCOE ; WILLIAMS LINDGREN -a SHORT. ,r2 , + _ J9 ( BSEE SHEETS 6 AND T FOR RETROFIT `'75 — _ \ ' y /cs2 S CONSTRUCTION. -11, /�11� 1_ _1 - _ � ✓ i - � _1 �� I RET /N �A 'T /T3R6-&UOK / 2 '' \ 15 GIX 714 20 \\ \ • ✓ \ �4/ rSSS V /NN0J. q F, n 0 ' ,3 36052 cc \ w No' Exp. 6wu .30-92 ADDED NOTE CIV I` \� �� �'► aTf 0 FOQ DESCRIPTION OF REVISION DATE ciTr APPROVED. v 0 . f AL J� C CITY OF RANCHO CUCAMOGA FLOOD PROTECTION , WALL LL1 FOR L I t V l ID �1 c,... -� ITR ACT 97 e313565 cmI f 8 �► f_ 5 � _- � PR Y: / TE. Lt, , \\ CITY ENGINEER b Cul : ����'cc�- RC.E N0. 1 Z r JO V, \ ^ .� DESIGN � /",�. u<,sl ►t.,tn,k t,.,r,.r. 1urr, + RECOMMENDED O 0 R(r ,dr c uli „u, I O E an r . . ._ - 't� s f61 . D.B. _��� n � i ✓ ,' - r7uf is • 1 x r DRAWN � `� SHEET - . - M.T.L. 4 7 ' ,- CM(f Fr,t(nrv" l and Surrvvfw% OF - - % . 4 KDRAWING NO CHECKED SEE SHE ' 3 OF 4 - RCENo DATER.J.A. _ t s1.o3' 41.29' (-r-rF ) To STA. 31+ t9 t4.g3't4.63' UN a +s' i W66.76 t i'7.'LcT' (TYP) TO STA. SO+42.ctO W m5.oq ' r24.44 �j _ 637 pI20POSED TOP Of WALL (/) ro3.08 HEIGHT EXTEMSION .� J 62.41 } Q W W �-- rot.o7 a �a.40 tll d � 1660 t_ —[_— 54.73 1660 \5q,O6 p 25.27' (TYP.) TO L—, 58.' 1 0 STA. 27+73.44 Z L EX 1ST. O >_. T�/ \ 57.72 r 11 , + t6.66 iQ.�5 19.45 L_, 05.04 L_ cn tu -t\ — 51.74 � r I— z ; 0 50.4. c3 L pe 1650 BEH NDKwALL L , —� � , 4A.'13 6.361 1650 , 4772 I✓Kls't T.F L---� 1 EX 1ST. T,W. L---_�— 47-0 5 T. P{20POSED FlN15HED lI \ ci PROPOSED SCOUR GRADE AT FRONT L_— \ cr PROTECTION DEPTH OF WALL W/STEPED FOOTING 1` Y 1640 °° 0 1640 PROP05ED SCoul2 —i PROTECTION DEPTH L----1 ��_�` "j WIOPTIONAL STRAIGHT N GRADED FooTl NG PIZOPOSED FG. L---� 1J m � t3EHIND WALL. L_. O 1 + 0 Z M � COM5T`TIZUCSpCOUR F ROTEG {� TIOK AND WALL HSlr HT AGGESS (p C 0 N ST. +ct°v 3 Q PEIZ SHT. _ PROFI LE 8 8 GOIJSTIZIJGT SCOUR PROTEGTIDI� HORIZ.: I" = 40' AND WALL HEIGHT EXTENSION VERTPLA = 4' 32 31 30 29 28 27 26 „ _ I = 40 tro4.00 l S. C. E. ZO SCALE: 1"= 40' CONSTRUCTION NOTES : �- 77 B 7D— RAISE WALL HEIGHT AS SHOWN PER DETAIL U 7 j M a— CONSTRUCT SCOUR PROTECTION AS SHOWN PER DETAILcr e 7 �0 0 TRACT 13J6J = U NZ � n �) 7 8 7 8 Aoz � a• � i; i i ti 2 1 TYP. I �— 2.1 TY STEP TOP OF WALL EXTENSION TO MEET EXISTING TOP OF WALL � WA ROMA N + BUL L O C/� - _ - - - - -- ROA D 32 31 30 29 28 27 26 CITY DESCRIPTION OF REVISION DATE APPROVED m CITY OF RANCHO CUCAMONGA FLOOD PROTECTION WALL 0 FOR ? Q o E s;oTRACT 13564 t0 W 94 �� APPROVED BY: DATE:��` N m a 1.�f-/.� Na- 36052 CITY ENGINEER% RCE. N0. 24 953 SEE PLANS FOR TR 13565 EXp 6 30-92 DESIGN RECOMMENDED RECOMMENDED BY FUSCOE WILLIAMS * JCO /GLC V y N,,,, n� �_�L� �. LINDGREN 8� SHORT \� R _ t�' '-" t`"'.•�" S' civ l DRAWN SHEET spy. lgjF OF r `E��� GLC5 7 CHECKED DRAWING N0. R.0 E. N036052 RJA DATE 40_9 cF( FILE NO 1429 1700 441-14` 3'1.24' 4cf.21 3q.go' Z 0 PROPOgED TOP OF WALL- LI-2.54 ALL r LI2.34 HEIGHT EXTEM5ION V gf.Co q5l 30.5x' 30.5q' 25.27' 172q'l 25.27' 8477 Q �� _ clf.00 _ MAI 1690cr -� w f�.a3 1680 F- �� 7a.oq f38.gA N } p120PO5ED TOP OP WALL. Z ------------- —, ExIST TW. 88.32 67 da L_� — L— 78.4277.'1 HEIGHT EXTENlSIOIQ O L_ `— ` 8r•�i8 ' �— 77.08 i7.2,i (TYP) TO V 8 .31 L 7 .41 STA. 35+roc1.87 Z ---- P2oP05E0 f=� - E— 13EN I MD WALL 55.G4 75.'14 �' 714.40 Z ----I `--, w W ��\ ti �-1 ' L----t EXIST. 73.Z373.oro — L— T.W. L —1 72.3q " W 71.72 W 711.05 7a 3a 1680 --- � L._� W 1670 W BEHIND WALL EX 1ST. G►?ADE � ` L--i 13EHIMD WALL --� -�__ EXIST. T EC _ _ pQoPbSED � L pRoPo✓ED F.-G. �-- T \\ _ FINISHED GRADEEASE H I ND WALL \\ ! Q AT FRONT OF WALL' PRoP05>=D SCOUR I=X15T. TF- I PROTECTION DEPTH W/ STEPED FOOTING PROPOSED OJ1660 , FINISH EP GIZADE �-—— V J AT FRONT OF WALL . D PI'ZOPOSED SCOUR PROP05E12 SCOUR W m PROTECTION DEPTH PROTECTION DEPTH _ W/OPTIONAL STRAIGHT W/STEPED FOOTINC-7 GRADED Fool I N C� (p Z PROPOSSO Stoup. ' Q oC PROTECTION DEPTH N (� r W/OPTIdNAL STRAIGHT �j � m GRADED FooTING T � tV Q PROF I LE CONSTRUCT SCOUR P12O7ECTIO4 AND WALL. HEIGHT EXTENSION! CONSTIZUCT 17COUR- PROTECTION AND WALL HEIGHT EXTEN5101 Ih HORIZ. : I�� = 40' VERT. : I"= 4' 37 36 35 34 33 32 PLAN I., = 40' j\I �tI SCALE: I"= 40' CONSTRUCTION NOTES : � � � � � � Z 13 77 RAISE WALL HEIGHT AS SHOWN PER DETAIL e C.J ill A CONSTRUCT SCOUR PROTECTION AS SHOWN PER DETAIL O Q CA S T 8 = I� I'd ROAD - 35 34 33 32 CK36 N DA M � Z CITY 0 A 38 4- DESCRIPTION OF REVISION DATE APPROVED m CITY OF RANCHO CUCAMONGA cr �- FLOOD PROTECTION WALL o FOR U oQ�pFESS/0,y4i TRACT 13564 �``Q�,.a��ND J. A4<1 FyC ZAPPROVED BY: DATE: LL W Q No. 36052 ; CITY ENGINEER/��'�! � ' } �' R.C.E. N0. 24953 Exp 6-3092 DESIGN RECOMMENDED J C 0 / GLC Vl "c*Rol S'r CIVI`- 11� DRAWN SHEET f Oc CAME G L C ' 6 � 7 nrr.-r. r,rn.!Nn-vwrr� OF CHECKEDDRAWING N0. R.c E No 36052 R J ADATE �D"�1-7� FILE NO 1429 R/W I CAP NOTE 1. THE CONTRACTOR SHALL USE EXTREME CAUTION DURING THE CONSTRUCTION OF THE MODIFICATIONS NOTED TO PROTECT No. 4 CONT. THE EXISTING WALL , FOOTING , AND STRUCTURAL FOOTING AND +1 ADD ADDITIONAL BLOCKS TO TOP OF BACKFILL . to EXISTING WALL, GROUTED 81 REINFORCED 2. RESTUCCO ENTIRE WALL ; COLOR AND TEXTURE OF STUCCO IS SUBJECT No. 4 at 41 O.C. VERT. at CL TO APPROVAL OF CITY ENGINEER a CITY PLANNER. Z DRILL 3/4" DIA. x 8" HOLE IN 3. WHERE SCREEN WALL IS EXISTING ON FLOOD WALL STEEL IS EXIST. GROUTED CELL 81 INSTALL IN PLACE REMOVE CAP 8 GROUT CELLS SOLID. � 3-0 MIN. REINF RCING IN EPDXY AS SHOWN S" BLOCK FG, —� 1 NOTE :INGMOVE CAP 4. WALL IS NOT EXISTING IN LIMITED SPECIAL LOCATIONS r. No. 4 at 32 O.C. 2 MAX. SLOPE NOTED ON THE PLANS . ENTIRE WALL NEEDS TO BE CONSTRUCTED VERT. FG. CASE I : PER DETAILS NOTED. PROPOSED FINISHED SLOPE BACKFILL 5. CAP SHALL OVERHANG EVENLY THE ENTIRE LENGTH OF WALL AND GRADE, FRONT OF WALL / PARKWAY CASE 2 : SHALL MATCH THE CAP ON THE SCREEN WALL. GRADE AT R/W I �( PAD ELEV. - FG. WEST �a a 2 \ OF WALL ) :52' EXIST. 811 CONC. BLOCK WALL SOLID GROUTED SCOUR PROTECTION No. 5 at 1611 O.C. VERT. M SEE DETAIL A No. 4 at 32" O.C. HORIZ. ( -2 2 - No. 4 CONT. I co _j • _--No. 4 CONT. 1� 31 1-0 is I1-311 L� R/W i WALL HEIGHT EXTENSION g � NO SCALE 7 R/W . NOT APPROVED ' rclri✓r�.�ii.ri ..�vii I11-011 FINISHED GRADE EXIST. WALL 611 40- 10 5'_ O.. 8.. A.C. PAVING SIDEWAL I BEND OVER VERT. CURB S o STEEL I -611 INTO GUTTER ;� ? SLAB No. 4 at 24" O.C. �//�l i, r, ir,r/l�'/l%/ �� o`: q: 5: ..o.�.:':: •o: EACH WAY SLOPE 2% i0 1 SUPAC 8N P I p - a FILTER FAB C CO a p OPTIONAL DRILL 5/8DIA. x 4" HOLE CONST. AT 48" O.C. AND INSTALL A JOINT I No. 4 DOWEL INTO EPDXY 4: No. 4 at 1611 O.C. EACH ' WAY at (L Q. FACE OF EXISTING FOOTING M z 100 OUND ROCK 811 4�-02� - 7° 91- 6I/ MIN. - R L.A.C.F. C.D. STD. CASE B 40PROJECTED DEPTH OF NOTE : DEPTH SHOWN ON PLAN MAY 131 - 6t1 POSSIBLE EROSION BE STEPPED OR STRAIGHT GRADED SCOUR PROTECTION / OPTION C SCOUR PROTECTION DETAIL A NO SCALE 1T NO SCALE 7 NOTE : EPDXY PER STD. 214 - 6 GREEN BOOK OR EQUIV. DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMIONGA FLOOD PROTECTION WALL FOR TRACT 13564 99, �z APPROVED BY: DATE:/O- 9� Noy 36052 CITY ENGINEER" &��.�fi/, e- RCE. NO. 24953 cc Exp 6 30 92 DESIGN "R r Ilr,s1 �a 7i, liruur RECOMMENDED �- Rirrret.lr. f alifu,put 9250 4 J C 0 _ (-1-0 154 016l iS-+ nxlo sl��ECiVt\_ ,,�����. DRAWN r, .� SHEETQ Of CAL' G LC (frl/H.gm.vr. ltn'tvmrvmy+ rs OF CHECKED 36052 DRAWING N0. �•�.,,,... R.C.E. NO R J ADATE /��—'�-qf FILE NO 1429