Loading...
HomeMy WebLinkAbout3608-4Q) C� A! 4 t —4 J 4 4 -4 4' -4 41 1 - .. - I 7 --1 _ � j_ - 4 4- 4 4 4 '7- 4 t 4' _4 77= 77 7-:11 7 kd I --I ------- J -A 77, - 4 4 - -------- - n - ----- I + - - - - - - 4 NOTE - - - - - - - - - - -77 4, -4 1 i I I - - - - - ___ - - _ � - - I I =_ t =_- _-__ + t t 4 1 I r I I - , - , - I --- --- - ­- --- , , - ___ 4 17 14 4 + I - 11 jrl ­ -4 -j --- i - _ - =-I i T 1170 MMff LOCATIOX 7i COIN, M 01i :i-_ _7 4 4 t - -- - - - 4 ABUD —E—L—E PR10 START 4 VA - - - - - - - 41 t 4 coms t 4 - - - - - - - - ------ ---------- t =4 + - 4 4 4 - - - - - - t t - - - + 4 4 4 4 .14 + - - - - - - -4' 4 =4 4 ""t LL - - . - . - L 4 4 . . . . . . . . . . . 4 4 t 4 4. 4 4 4 4 - - - - - - - - - - - - - __L_.M1ST1jN=RO1J114D_ffVE R A A LjJ t 4 4 4 4 -SEWER 4 4 HE[ RFACE i 4 t 4 ---1----4 - PROPOSED 4 4 4 4 41 - - - - - - - - - - - - - - - - 4 EXISTING -GROUND -OVER NJ 0 --SEWER -4 VER LO 4 4 __T 4 4 1 - 4 4r C%4 PROPOSED­R"""HED -:S cl, + + T_ 7 =4 URFAtE + OVER SEWER i T, - - - - - - 4 t4j 4' 4 C4 =+ 4L + CN 00 = __ + 1i C6 -4 4 c) 6 C,4 ==4= ---------- %.j " j 1 4- + C14 1 4 4 =t 4 71 t 4 4 -7 -7 4 1 t - I r I , - - = t - - + 4 �4 + __j f - - - - - - =4= t 44 -4 4 4 j ED --.36' 4 -4 ROPOS —4 p 4 _+ER _4' -�ORV`�DRAIN 11,42� 4 + 4 ------- 610 1 77- -CffY-DWG. NO. PROPOSED 4 - - - - - - TORA 4 - - - - - - D 4 I , , _r T - - - - - - - - - - - 4 IN 4 CITY-D151G. 361LI 4 L) A I IV t - - ---- TEMI + 4 4 INV= 142 1 .59 —4 4 4 -4 1 4 f - t 4 . . . ... . — - - - - - - - t -4 JU 4 1 - ----- -4 4 4 11 1 . r - I - t t 4 4 j 4 S 0 7�7 4 t 4, + t _77 + 4 1 y 4 4 77t7 =0.00 S 40 4 --4 =4 -1 4 - t 4 (L40)- �=Q.O 7+4 -7 - - - - - - - - - - t -4 4 4 4 4j 4 44 t —4 + LQ AND -JOIN X f 4 4 1 __ i j 0 -w 1�, , 4 4 t -4 1 4 C14 + __7 fe (7) cn (.C> 00 + t t (6 CC LLJ 11 Z: C:) f + - - - - - - + C4 f =4 + c C> + l�k , W) 4� -L4 C"' I CN c 4 U') 4' - -14 LAj - 7 + I - - i - - - - - ------- LO 4' + - - - - - - L =4 - - - - - - j + OF RUC A j - _VCP --48.- [4 _LF' DF -SH F_- 8 STRENGN ZUCT__1 42.46 F- EX EM4 -STRENG174 -VCP LLF=f -OF'S" '97PA -S'TR _vc;p F= --4 ==T --I i _ _ --I __ f - i I I I.- - 1+ __ - _'i 1. X 4 + U-) '7 t _j=cOk I 2 __4 CONSTRUCT' -2 13.70' LF �01 2 8. G -STRENGTH- 4 -=_'t 4 4 4 t t PROFILE 4 —4 4 - --- ---- - 40' _4 HORIZ -4 ----4 77 10+00 11+00 12+00 *13+00 14+00 15+00 15+00 14+00 13+00 12+00 11+00 10+00 VERT. 1"= 4' + L V6 t PC u—� u tin 0 V1 D EN CE WAY 0WHIC srl4ff 40 0 20 40 80 160 PETALUMA DRIVE RESS AVENUE SEE SHEET 3 E3 64' 1 c cf: c cur r It 7.114reilRc C) CD EXISTING R/W U01 U� c14 C) C-4 CD co W, a n_.� 3-tt U I T U V -V-"- INV. 'jou!f SHEET NO. 6 I I IIV/IM lift, I CYPRESS AVENUE TOLL FREE A PUBLIC SERVICE BY r 1 -ND 4LM V I UL MLLN I ironi I, INTMIM 36" RCP LU PROPOSED RlVyv WCf 160 LOT NO. 2 3 4 5 6 1 10+72 X 33 12+92 X —INTERIM DETENTION —BASIN X 34 12+43 X 3 12+15 X 35 9 I'll Z_w REV� REVISION DESCRIPTION A REVISED DATA FOR 13UILT M.H. DATE ENGR. CITY I DATE -1-05 tic 6� 106 SHOUM CONSTRUCTION 01F REQULRED ff, ROVEMENTS NOT COMMENCE WITHIN TWO rM Of ME DA7E OF APPROVAL SI`IOWNj HEREON ANDI CARRIED FORTH IN A DMIGEW MANINPE, THE CIT Y ENGINEER MY REQUIRE REVISIONS TO THE PIANS TO BRING THDA INTO COINIFORMANCE WM CONDITIONS AND STANDAUD, DS IN IT, FECr 14+77.70 CL ALBANY WAY = 14+77.70 ALBANY WAY = 10+00.00 PROVIDENCE F!,, CL MH 15 64A__ �2' 42., PLACE - Z Ck VERDUuu 12' 11 20'1 20' 12' wo �§ SEE SHEET 6 5' CC 1:5 CL -1 It 1 60,11 1 w _j �;O' 1 30 Cl 18, 5 27 ++ cp C) C3 61 60 -4J POSED R/W1 PROPOSED 8* WATER BY OTHERS _j Z Z7; c) to C-4 12 f'o 28 — N89*5 N89*5920OW 313.90' 15+08.36 SAN SIMEON WAY 10+00.00 PETALUMA DRIVE CL MH 1 12 29 BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE BEING NORTH 00*00'13" EAST AS SHOWN ON TRACT 16568, RECORDED IN MAP BOOK 300 , PAGE 59-62 , RECORDS OF SAN BERNARDINO COUNTY, ORIGINAL BENCHMARK PREPARED FOR: CITY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER OF BASELINE fi,VENUE AND SULTANA AVENUE. VOLING HOMES ELEVATION: 13'5.01, SINCE DESTROYED 10370 TRADEMARK STREET SITE BENCHMARK RANCHO CUCAMONGA, -EC. 31, TAN.1 R.5W., S.BM.-2" I.P. CA 91730 SW CORNER, Sip C.S.ML AT THE INTERSECTION OF i (909) 291-7600 WITH BRASS ��t AND CITRUS AVENUE. BASELINE AVEN,, 01j, 311 LpROpOsED Rlw 32 M. 33 34 SAN SIMEON WAY CONSRUCTION NOTES CONSTRUCT 8' EXTRA STRENGTH VCP SEWER MAJN CONSMtICT 48* PRECAST COINCRETE MANHOLE PER CITY STD. DWG. NO. 112 —CONSTRUCT 4* OM STRENGTH VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) REMOVE PLUG AND JOIN TO EXIST. SEWER Pra:pamd By- ALLARD ENGINEERING Civil Engineering Land Surveying - Land Plannigg 8253 Sia. -m Avenue Fontana., California 9= (909) 356-1815 Fax (909) 356-1705 6.7 1 40 Id. David S. Hammer, R.C.E. 45976 Date ( Exid ire s 13,100m) 35 'm a -T I Kv rL—L I j >_ LU SEV 0 L479.&I S WCf 160 LOT NO. DESIGN STA. WA BAC ,TER *AS-13UILr STA' TS7 NO LOT NO. DESIGN STA. ,A TER "AS-BUILr STA. aACKVAU YES NO 1 10+72 X 33 12+92 X 2 11+66 X 34 12+43 X 3 12+15 X 35 11+73 X 4 12+85 X 36 11+25 X 5 13+31 X 37 10+63 X 6 13+74 X 118 12+91 X 7 14+33 X 119 11+97 X 8 14+72 X 120 11+47 X 29 15+03 FPpERR0p,0,sTEYD,WG, 121 10+75 X 30 14+95 X 31 14+14 X 32 13+96 X REV� REVISION DESCRIPTION A REVISED DATA FOR 13UILT M.H. DATE ENGR. CITY I DATE -1-05 tic 6� 106 SHOUM CONSTRUCTION 01F REQULRED ff, ROVEMENTS NOT COMMENCE WITHIN TWO rM Of ME DA7E OF APPROVAL SI`IOWNj HEREON ANDI CARRIED FORTH IN A DMIGEW MANINPE, THE CIT Y ENGINEER MY REQUIRE REVISIONS TO THE PIANS TO BRING THDA INTO COINIFORMANCE WM CONDITIONS AND STANDAUD, DS IN IT, FECr 14+77.70 CL ALBANY WAY = 14+77.70 ALBANY WAY = 10+00.00 PROVIDENCE F!,, CL MH 15 64A__ �2' 42., PLACE - Z Ck VERDUuu 12' 11 20'1 20' 12' wo �§ SEE SHEET 6 5' CC 1:5 CL -1 It 1 60,11 1 w _j �;O' 1 30 Cl 18, 5 27 ++ cp C) C3 61 60 -4J POSED R/W1 PROPOSED 8* WATER BY OTHERS _j Z Z7; c) to C-4 12 f'o 28 — N89*5 N89*5920OW 313.90' 15+08.36 SAN SIMEON WAY 10+00.00 PETALUMA DRIVE CL MH 1 12 29 BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE BEING NORTH 00*00'13" EAST AS SHOWN ON TRACT 16568, RECORDED IN MAP BOOK 300 , PAGE 59-62 , RECORDS OF SAN BERNARDINO COUNTY, ORIGINAL BENCHMARK PREPARED FOR: CITY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER OF BASELINE fi,VENUE AND SULTANA AVENUE. VOLING HOMES ELEVATION: 13'5.01, SINCE DESTROYED 10370 TRADEMARK STREET SITE BENCHMARK RANCHO CUCAMONGA, -EC. 31, TAN.1 R.5W., S.BM.-2" I.P. CA 91730 SW CORNER, Sip C.S.ML AT THE INTERSECTION OF i (909) 291-7600 WITH BRASS ��t AND CITRUS AVENUE. BASELINE AVEN,, 01j, 311 LpROpOsED Rlw 32 M. 33 34 SAN SIMEON WAY CONSRUCTION NOTES CONSTRUCT 8' EXTRA STRENGTH VCP SEWER MAJN CONSMtICT 48* PRECAST COINCRETE MANHOLE PER CITY STD. DWG. NO. 112 —CONSTRUCT 4* OM STRENGTH VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) REMOVE PLUG AND JOIN TO EXIST. SEWER Pra:pamd By- ALLARD ENGINEERING Civil Engineering Land Surveying - Land Plannigg 8253 Sia. -m Avenue Fontana., California 9= (909) 356-1815 Fax (909) 356-1705 6.7 1 40 Id. David S. Hammer, R.C.E. 45976 Date ( Exid ire s 13,100m) 35 'm a -T I Kv rL—L I j >_ LU IMIN 40". p JUNIPuk AVENUE T cy) C�o M +00 cn + — c) PROP. RIW— 1 6H 2�j 1 13' C-) C-) 00 C) + rz + CD I:n Co C� i --o 0 LU =3 U-) fn C> C�l 38 + + 3611 STORM IDRAIN FPpERR0p,0,sTEYD,WG, NO. 3610 11 i4Z' 36 (:1) Trp. DETENTION OfEss/ CITY OF FONTANA, CALIFORNIA SEWERIMDD I ROVEMENT PLAN DRAWN BY. SCALE: TRACT NO. 16572 1 D=40' AE LO No. 43976 171 DATE. Exp. 6/30/05 DESIGNED BY. ALBANY WAY & SAN SHON WAY DEA JANUARY, 2005 C I V I CHECKED BY. APPROVED BY DRAWING NO.: V,F C MI DATE, 3608 eL7 \j CITY ENGINEER RC Filename: M:\dwqN15916\fincI design\SEWER\INTRACT\16572-SO4.dwg L T cy) C�o M +00 cn + — c) Fir 00 C) + rz + U-) 00 (D [--,EX. RIW 37 34 PROP. R/W �Z'l PROP. RIW JUNIPER AVENUE 9 SEE Cff Y DWG NO. 3609 SHEET' NO. 3 OfEss/ CITY OF FONTANA, CALIFORNIA SEWERIMDD I ROVEMENT PLAN DRAWN BY. SCALE: TRACT NO. 16572 1 D=40' AE LO No. 43976 171 DATE. Exp. 6/30/05 DESIGNED BY. ALBANY WAY & SAN SHON WAY DEA JANUARY, 2005 C I V I CHECKED BY. APPROVED BY DRAWING NO.: V,F C MI DATE, 3608 eL7 \j CITY ENGINEER RC Filename: M:\dwqN15916\fincI design\SEWER\INTRACT\16572-SO4.dwg