Loading...
HomeMy WebLinkAbout5602-51 EXIST. SURFA OVER SD -*� o 0 w M QBMP= 84.0 CFS co > `V M z >_ VMAX ltc FP cq z - M o M c INTAIL 400 L.F. 36" R..P-, 2500-D LOAD' ld 31 32 33 34 I d - w 8 J r W 1 W EXIST, WATER W EXIST. C&G W `r 0 =o= LU LU a I EP 1� CYPRESS AVENUE / EXIST. R/W — rFUTURE C&G M o + O c= - G - M FUTURE R/W 3 � 36" 1 S=O. J O tiSLp LY 000 c� `+ U + co U II M m co M CD CD M m i i I � rn N Q N � = M +C II ry J U is i a _i. _I i I •� I� ` f HGL II - 2-30" R.C.P. 36" R.C.P. S=0.2257 CLEAR 12" MIN. CASA GRANDE AVENUE WD R/Wj7t R/W ---W------W 151/%4 1@2I ��II CYPRESS AVENUE TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT M U 3 BASIS OF BEARINGS: 1 "-' 11J I BENCHMARK # 6-7. A BRASS DISK AT I zo - J o Lu Uj THE SOUTHEAST CORNER OF CASA 35/9 TAKEN AS N 01°10'30" W WAS zzl - USED AS THE BASIS OF BEARINGS U + CO FOR THIS MAP. W I W I�— °M° Lu QFtOFESS/pNq J cnw I �M - P ti + co he M --- -- M m RANCHO CUCAMONGA, CA. 91730 ASSOCIATES, INC.PHONE 909.481.6322 DM DESIGNED BY: A= 30° ngineering Communities for Life FAX 909.481.6320 ci \ �'" WLI /SCL C B= 24" - o ¢ co � O o,_ `00 z � ti JQI U, U ¢ , C= 4.57' Lr)o cp I D=36 „ COQ + a- +'c� -1- oC-, I I Mil M Mm r'2 M� -UjUjW - 8 � co I EL I NI II II Ii z= LU w - 0 w ''' o z z > m > P= 57.0 CFS - _LLG✓ . =N -_+ _ "' _ L + °O z M QBMP= 57. CFS z - z rn C iMAx=15.8 FPS il > o Z: M � co N co `o ; c0 �„ VMAx=15.8 FPS M N °° N INSTALL 400 L.F. - o z Lo z M d CN z 20 L.F. INSTALL 136 L.F. 2-30" R.C.P. 20 L.F. - �6" R.C.P. oo + 0 M o Z QBMP= 84.0 CFS + TRANS 2500 D -LOAD TRANS 2500 D -LOAD - °� o = o °° P R 0 F - o � M m� V c 132 FPS M _ - INSTALL 16.66.F. HORIZ = -_- - - INSTALL 100.42 L.F. 36" R.C.P. 36" R.C.P_ QBMP= 57.0 CFS --L.F. 24" R - w2h 2 OGD -LOAD 2500 D -LOAD;- VMAx= 21.7 FPS 2500 D -LOA - VERT - 4 35 36 37 38 39 "A" PLAN 1 LATERAL SCALE: 1" = 40' SCALE IN FEET 0 40 80 120 1 E CASA GRANDE AVENUE WD R/Wj7t R/W ---W------W 151/%4 1@2I ��II CYPRESS AVENUE TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT M U 3 ;4 BASIS OF BEARINGS: 1 "-' 11J I BENCHMARK # 6-7. A BRASS DISK AT I zo - J o Lu Uj THE SOUTHEAST CORNER OF CASA 35/9 TAKEN AS N 01°10'30" W WAS zzl - USED AS THE BASIS OF BEARINGS U + CO FOR THIS MAP. W I W I�— °M° Lu QFtOFESS/pNq J cnw I �M - P ti + co he M --- -- M m RANCHO CUCAMONGA, CA. 91730 ASSOCIATES, INC.PHONE 909.481.6322 DM DESIGNED BY: A= 30° ngineering Communities for Life FAX 909.481.6320 ci \ �'" WLI /SCL �TFpFCA FO�� B= 24" - o ¢ co � O o,_ `00 z � ti JQI U, U ¢ , C= 4.57' Lr)o cp I D=36 „ COQ + a- +'c� -1- oC-, I I Mil M Mm r'2 M� 8 � co I I ILII I NI II II Ii ;4 BASIS OF BEARINGS: 1 SAN BERNARDINO COUNTY THE CENTERLINE OF CITRUS AVENUE BENCHMARK # 6-7. A BRASS DISK AT I zo - J o Lu Uj THE SOUTHEAST CORNER OF CASA 35/9 TAKEN AS N 01°10'30" W WAS - USED AS THE BASIS OF BEARINGS U + CO FOR THIS MAP. EP I�— °M° Lu QFtOFESS/pNq a coN �M - P ti + co he M M hfi RANCHO CUCAMONGA, CA. 91730 ASSOCIATES, INC.PHONE 909.481.6322 DM REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CONSTRUCTION NOTES 1O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE) 2O INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE) (GASKETED) O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012. 4O CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2. O5 CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHEET 9). O6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. DWG. NO. 3026. O7 CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP. O8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011. O9 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE). 10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. 11 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE). 12 CONSTRUCT CONCRETE BACKFILL. 13 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022. 14 CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008. 15 CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A. (SEE SHEET 9). 16 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 17 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE). 18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2 BENCH MARK: # 8-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY THE CENTERLINE OF CITRUS AVENUE BENCHMARK # 6-7. A BRASS DISK AT AS SHOWN ON RECORD OF SURVEY THE SOUTHEAST CORNER OF CASA 35/9 TAKEN AS N 01°10'30" W WAS GRANDE AVENUE AND SIERRA AVENUE. USED AS THE BASIS OF BEARINGS ELEVATION: 1739.006' FOR THIS MAP. PREPARED UNDER THE SUPERVISION OF: QFtOFESS/pNq �N MADOLE DRAWN BY: 9302 PITTSBURGH AVE., SUITE 230 C7 4/ tZT� 36637 C RANCHO CUCAMONGA, CA. 91730 ASSOCIATES, INC.PHONE 909.481.6322 DM DESIGNED BY: Exp: 06-30-18 ngineering Communities for Life FAX 909.481.6320 d"�Q WLI /SCL �TFpFCA FO�� �ii/L v1 DATE l 2 CHECKED BY: WEN ELL L. IWAflSURU EXP. Y -30-A 8 WLI R.C.E. 36637 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS CYPRESS AVENUE SC AS SHOWN DATE: WATER QUALITY TREATMENT PIPE FEBRUARY 15, 2017 APPROVED BY: / DRAWING NO. 5 f' 7/31/2017 5602 CITY ENGINEER R.C.E. 51152 DATE 13 z n CL z Q o' 0 o' 0 J Q G:y w Q w cn <n w D_ 00 r7 N I N z