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HomeMy WebLinkAbout5503A-2REINFORCED POLYETHYLENE LINER REINFORCED POLYETHYLENE LINER SHALL BE PPL -24 CONTAINMENT MEMBRANE LINER BY BTL LINERS OR APPROVED EQUAL BY MWD. THE CONTAINMENT MEMBRANE LINER SHALL ENCOMPASS THE PIPE AND STRUCTURES 360 DEGREES AND OVERLAP 6 INCHES WITH FUSION -WELD. INSTALLATION SHALL BE PERFORMED BY APPROVED / CERTIFIED INSTALLER. INSTALLATION SHALL BE APPROVED BY MWD. — �lllllllll ilii i l— �iiiiiiiii ilii i i— �iiiiiiiii ilii . ii i— �lllllllll � llll it � • l— �iilliiiii ilii i i— �iiiiiiiii ilii i .• i— �iiiiiiiiii— �iiiiiiiii i— �iiiiiiiii ilii i i— �iiiiiiiiii— llllil— iiiii ilii i i— iiiii ii— iiiiii �iiiiiiii O �iiiiiiii C��C���CCC �iiiiiiiiili— �iiiiiiiii �iiiiiiiii �iiiiiiiii • i ii— �iiiiiiiii ilii ii �_l_l_l_l_l_llll EEllll. . .li ill—_ �iiiiiiiii � —ilii �i •� �iiiiiiiii Emil! ==== �iiiiiiiii s•7 �iiiiiiiii �lllllllll �iiiiiiiii i �iiiiiiiii IIS �iiiiiiiii R.C.P. IICii- -lllllllll 1�� 1 ■ .9�'-�iiiiiii ■.ilii----- -lllllllll -lllllllll li il- -----ilii— i i- -iiiiiiiii C��C��� • C�i C C����C e C.. • �iiii ®- �a�ii■ iii �iiii � • �.��ii. iii � �llll • • —Illi lel �iiii —ilii C== �iiii�i: . i�.�.ii■� iii • �iiiii ii— �.�.ii■ i — nil =�=== Delta Radius Length TANGENT PROP. C&G 059°36'00" 45.00 46.81 46.81 C2 ■ EXIST. 24" WVWD ii QBMP 4.4 CFS 35.18 i +3.3 -•i ii .. p l CASA GRANDE ROAD .. • .. •• ..CCC •• � CCCC z 58.55"E - � - WATER O U 18+1 .41 S FUTURE MWD :iii � � � • � �==: =Mn M S 19 18 18 VAIONT STREET 24" R. CC S=0.0028 QBMP= 4.4 CFS VMAx= 1.4 FPS INSTALL 300.00 L.F. 24" R.C.P. $ 2500 D -LOAD 17 16 15 00 `0I� 6 J 1:T 18+93.46 U�gC7 1 END PIPE 14 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 24" R.C.P. S=0.0028 QBMP= 4.4 CFS VMAX= 1.4 FPS 300.00 L.F. 24" 1 2500 D -LOAD it 1 13 rMWD R/W 24" R.C.P. �- CL S=0.0028 12' MH JS PER CYPRESS AVE W.Q. DRAIN PLANS —i - - llllllllilllllll- - — , � • `ri ill llllllllllllllll- - T� - •• i - iii - - ill - •• llllllllllllllll- - • it llllllllllllllll- - 5I llllllllllllllll- - PROFILE —i � i . . , ., ■ i —ilii i •. • VERT 4' —lllllllll CYPRESS AVENUE 1 II I -a SCALE IN FEET i -0 :• 120 ins, M STA. 125+88.89 CASA GRANDE ROAD ASA -GRANDE ROAD EXIST. 121' WATER = STA. 37+90:77 CYPRESS AVE. TO BE ABANDON 4 �1 126 - — I`4 S1 4 S S PROP 12"f -4 _ S 7�77777TTTTT��/—/ % %% 77_77TTTTTTTTT��TT, — CASA GRANDE AVENUE Curve Table Curve # Delta Radius Length TANGENT PROP. C&G 059°36'00" 45.00 46.81 46.81 C2 089°35'50" EXIST. 24" WVWD 35.18 35.18 +3.3 EXIST. 121" MWD WATER z © U CASA GRANDE ROAD z 58.55"E - � - WATER O U 18+1 .41 S FUTURE MWD S - — — — - - — — — — \ EXIST. C&G _ --��_ — 04— — — — — — — – – �ERIST.�/W — — - - - — — — — — - o ----=----- N \I = N /N \L EXIST. 41" WATER co a = 3: WII 04 0000 + + � > --------- I �T r� Q ' II� 2 �I---------- — — — — — — — — 2 cn II II + TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 24" R.C.P. S=0.0028 QBMP= 4.4 CFS VMAX= 1.4 FPS 300.00 L.F. 24" 1 2500 D -LOAD it 1 13 rMWD R/W 24" R.C.P. �- CL S=0.0028 12' MH JS PER CYPRESS AVE W.Q. DRAIN PLANS —i - - llllllllilllllll- - — , � • `ri ill llllllllllllllll- - T� - •• i - iii - - ill - •• llllllllllllllll- - • it llllllllllllllll- - 5I llllllllllllllll- - PROFILE —i � i . . , ., ■ i —ilii i •. • VERT 4' —lllllllll CYPRESS AVENUE 1 II I -a SCALE IN FEET i -0 :• 120 ins, M STA. 125+88.89 CASA GRANDE ROAD ASA -GRANDE ROAD EXIST. 121' WATER = STA. 37+90:77 CYPRESS AVE. TO BE ABANDON 4 �1 126 - — I`4 S1 4 S S PROP 12"f -4 _ S 7�77777TTTTT��/—/ % %% 77_77TTTTTTTTT��TT, — CASA GRANDE AVENUE Curve Table Curve # Delta Radius Length TANGENT C1 059°36'00" 45.00 46.81 46.81 C2 089°35'50" 22.50 35.18 35.18 ---------------------— 0 rn + + J U REV. REVISION DESCRIPTION DATE ENGR. I 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. px9p5 --MH J.S. PE CYPRESS, WO DRAIN I I BENCH MARK: # 6.7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' PREPARED UNDER THE SUPERVISION OF: MADOLE 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE 909.481.6322 E eineerinY toi FAX: 909.481.6320 WENDEL4 L. R.C.E. 36 3 EXP. t30-18 9 ON k:t,? CONSTRUCTION NOTES O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE) 0 O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. O REMOVE EXIST. PIPE CLOSURE. 4O CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008. O5 CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A. O INSTALL REINFORCED POLYETHYLENE LINER (SEE NOTE HEREON). CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: CASA GRANDE AVENUE SC DM AS SHOWN DESIGNED BY: DATE: WLI WATER QUALITY TREATM NT PIPE AUGUST 8, 2016 CHECKED BY: APPRO\/EC BY: DRAWING NO. 2 WLI 6/8/17 5503-A 2 CITY ENGINEER R.C.E. 51152 DATE C/7 z cl- z Q ry 0 n, CD Q Cmy w Q 0 Q CD w Z Q CD Q Q U �F- N I N z