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HomeMy WebLinkAbout5613-3PROP. 8" WATER - ._ ------- -------- ------- .Elm ---_ 1 11 . . ___ _ _ C_ _ ■ I CD o n W U �$$ Q App "I U, I.- U l7O CO ga wQ W c LL �z - 1===== IIIIIIIIIIIII C14 N5 N t 20 151 Line Table oQ �a''go NL3 _x•__11_____ U o Delta w f-4 W AC + A -60o .n I A=60° 15 m 15 I LINE "C" L1 N30°41'11.61"W 35.10 C1 040°09'00" 45.00 31.53 31.53 f M B=18" W w 3% N�7 8 y7 N� 25 LJ GO z v _ L2 N040 43'58.49"E 30.03 C2 0400 09'00" 45.00 31.53 31.53 I'i LID Uj Lo CO CO m CN INSTALL 63.07 P- .31 D 26 25 J U -1 SEE RIGHT COLLARD r,, AVENUE n� III � I 21 PRC CL CB m qw-mm ====1 _____ 1 ====1 1 =1 Mm le_ ________________ /; • 1181, --1 -�--------- -- -- -E-== •-------- ,S=0.0234 ---------- - -- -- - -------------- __EEEZZ_ V 6 CFS __ _:___ / ____ ______ _ =IAC - ♦ � � �______________ ===1 `E________________==1 ZIE _._ mmmm ______1 ___ _______ ____ ___tea•--•__ _________________________1 ____________ ____ t= ______ 111 � • ` � ___________________________1 CYPRESS AVENUE LANTANA STREET O REV e.D eIP DIA'7T - L W BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL F7 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 REVISION DESCRIPTION DATE I ENGR I CITY I DATE REVISE STORM DRAIN AND CATCH BASIN (SHTS. 2 & 3 14/13/171 WLI I RS 17/31/1 --J=E�SCALE: 1" = 40' 7.91 18" R.C.P. @ S=0.0554 hoo'= 4.1 CFS V=7.5FPS v CD - N CD c --T o 0 r> co> Nz co_ STALL 7.22 L. . 18" R.C.P. 1750-D LOAD SEE LEFT N 8`., 1 CD o n W U �$$ Q App "I U, I.- U l7O CO ga wQ W c LL �z QROFESS/O.. C14 N5 N t 20 151 Line Table oQ �a''go NL3 9s� U o Delta w f-4 W AC + A -60o .n I LANTANA STREET O REV e.D eIP DIA'7T - L W BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL F7 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 REVISION DESCRIPTION DATE I ENGR I CITY I DATE REVISE STORM DRAIN AND CATCH BASIN (SHTS. 2 & 3 14/13/171 WLI I RS 17/31/1 --J=E�SCALE: 1" = 40' 7.91 18" R.C.P. @ S=0.0554 hoo'= 4.1 CFS V=7.5FPS v CD - N CD c --T o 0 r> co> Nz co_ STALL 7.22 L. . 18" R.C.P. 1750-D LOAD SEE LEFT N 8`., 1 CD o n W U �$$ N 'n I.- U l7O CO vU Z ' B-18" M c QROFESS/O.. C14 N5 N t 20 151 Line Table oQ �a''go Line # 9s� U o Delta N ~ Length + A -60o S.' B=2U24 4 I A=60° 15 m 15 I LINE "C" LANTANA STREET O REV e.D eIP DIA'7T - L W BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL F7 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 REVISION DESCRIPTION DATE I ENGR I CITY I DATE REVISE STORM DRAIN AND CATCH BASIN (SHTS. 2 & 3 14/13/171 WLI I RS 17/31/1 --J=E�SCALE: 1" = 40' 7.91 18" R.C.P. @ S=0.0554 hoo'= 4.1 CFS V=7.5FPS v CD - N CD c --T o 0 r> co> Nz co_ STALL 7.22 L. . 18" R.C.P. 1750-D LOAD SEE LEFT N 8`., 1 CD o n W U 191�O�GO AS N 01°10'30" W WAS USED AS THE BASIS g y ' g A=600CD LANTANA STREET B-18" M c QROFESS/O.. I� 22 I 21 8 N5 N t 20 151 Line Table Curve Table Line # Direction Length Curve # Delta Radius Length Tangent A=60° 15 L1 N30°41'11.61"W 35.10 C1 040°09'00" 45.00 31.53 31.53 f M B=18" W w 3% N�7 8 y7 N� 25 LJ GO z v _ L2 N040 43'58.49"E 30.03 C2 0400 09'00" 45.00 31.53 31.53 I'i LID Uj Lo o m w o g L6 L3 N590 18' 48.39"E 38.12 C3 0050 25' 10" 45.00 4.26 4.26 Cm � q L Q J N g; g � U L4 N600 41' 11.61 "W 9.24 g co L5 N440 18'48.54"E 15.85 24 0. L6 N89°18'48.54"E 21.40 LINE "C" w P] 1 CONSTRUCTION NOTES O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE) O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE) O INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE) ® INSTALL 60" RCP STORM DRAIN (D -LOAD PER PROFILE) O INSTALL 66" RCP STORM DRAIN (D -LOAD PER PROFILE) © INSTALL 72" RCP STORM DRAIN (D -LOAD PER PROFILE) O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012 ® CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004. O9 REMOVE EXISTING PIPE CLOSURE. 10 CONSTRUCT PIPE CLOSURE (TYPE SHOWN ON PLAN) PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. PLAN 176. 11 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 12 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026. 13 CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011. 14 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022. BENCH MARK: #8-7 C4 N 8`., 1 CD o n W U 191�O�GO AS N 01°10'30" W WAS USED AS THE BASIS g y ' g A=600CD ELEVATION: 1739.006' 14'.. 1 CO B-18" M c QROFESS/O.. I� 22 I 21 8 N5 N t 20 151 LATERAL "C-15" COLLARD AVENUE P] 1 CONSTRUCTION NOTES O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE) O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE) O INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE) ® INSTALL 60" RCP STORM DRAIN (D -LOAD PER PROFILE) O INSTALL 66" RCP STORM DRAIN (D -LOAD PER PROFILE) © INSTALL 72" RCP STORM DRAIN (D -LOAD PER PROFILE) O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012 ® CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004. O9 REMOVE EXISTING PIPE CLOSURE. 10 CONSTRUCT PIPE CLOSURE (TYPE SHOWN ON PLAN) PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. PLAN 176. 11 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 12 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026. 13 CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011. 14 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022. BENCH MARK: #8-7 BASIS OF BEARINGS: 15 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009. SAN BERNARDINO COUNTY BENCHMARK #6-7. A BRASS DISK AT THE SOUTHEAST CORNER OF THE CENTERLINE OF CITRUS AVENUE AS SHOWN ON RECORD OF SURVEY 35/9 TAKEN 16 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. 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' QROFESS/O.. PREPARED UNDER THE SUPERVISION OF: `" OF FONTANAI CALJFOPoVIA SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO � lWq SFyc rr N -MCT STOW /DW IMMVEIuENT PLAM 2 G z MA D O L E 9302 P ITSBURGH URE 230 DRAWN BY: TRACT NO. 19962 YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT m SCALE: w 3 No. 36637 c m / RANCHOSBURGH AVE.,VE., ca Ef/3o O ♦ DMIEH AS SHOWN PH0NE:909.481.6322 MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO {r Exp: 06-30-18 {r ngmi ng Communities for Life FAX 909.981.6320 DESIGNED BY: LANTANA STREET DATE: WLI LANE 'C STA w TO STA 64+3 0.09 •t9 OCT. 2016 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �rFOF/CAL Fd(,r I�,S DATE: CHECKED BY: APPROVE DRAWING N0. WEND LL L. IWATSUR EXP. 610-11 WLI 6/8/17 5613 N 3 CITY ENGINEER R.C.E. 51152 DATE 6 V