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<br /> DRAINAGE SYSTEMS
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<br /> O PLACE 5.5 M OF 300 mm CL IV RCP DRAIN PIPE AT S=0.0020, CAP
<br /> AND MARK END, INV=1 .310 AT END (S), INV=1 .299 AT DI (N) �06
<br /> �b CONSTRUCT TYPE 2 DI, GRATE-2.448, INV=1 .299
<br /> O PLACE 16.5 M OF 300 mm CL IV RCP DRAIN PIPE AT S=0.0020, \
<br /> INV=1.299 (S), INV=1 .266 (N)
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<br /> Od REMOVE EXISTING DI, CONST STD 48 SDMH IN THE SAME LOCATIONNo
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<br /> 1
<br /> RIM = 2.701 , NV=1.266, FIELD VERFIY, PROTECT END OF EXISTINGr28
<br /> PIPE TO EAST FOR CONNECTION TO PROPOSED SDMH 2�g6 c�' �� SP�NG% 3 2.811)
<br /> O CONSTRUCT TYPE 2 DI, GRATE=2.614, CONNECT TO EXISTING �NGk 10+88.31 O -2 794 9.R36 LT C
<br /> 300 mm DRAIN PIPE FROM WEST, INV=1 .234 (W) FIELD VERFIY, �C/ LIp `,, 10 91 .860
<br /> 2
<br /> INV=1 .226 (S,E) %
<br /> 1
<br /> 943 LT „C„
<br /> Of PLACE 1 .1 M OF 300 mm CL IV RCP DRAIN PIPE AT S=0.0020, G� �� ` 98.699
<br /> CONNECT TO EXISTING 300 mm DRAIN PIPE, SEE RCP DRAIN PIPE \� G A 1\ i
<br /> CONNECTION DETAIL, THIS SHEET,INV=1 .204 (E) FIELD VERIFY,
<br /> INV=1 .226 (W) 2.804
<br /> O9 REMOVE EXISTING DI, PROTECT ENDS OF EXISTING DRAIN PIPE -^•
<br /> FOR CONNECTION TO PROPOSED DRAIN PIPE AND DI. \ (2.752 o�F o
<br /> 5.737 RT „C„ CL m v EXISTING SDMH TO REMAIN 11 +04.523
<br /> 25.575 LT "T2" 28+31 .334 �hQ \ ❑ ■ ❑ ❑ ❑
<br /> O PLACE 4.0 M OF 450 mm CL IV RCP DRAIN PIPE AT S=0.0013, CAP END CURB, CONFORM
<br /> AND MARK END, INV=1 .072 AT END (E), INV=1.067 AT DI (W) 23.461 LT "T2" 28+31 .386Z 8 1�t, • n LdW
<br /> O CONSTRUCT TYPE 2 DI, GRATE=2.637, INV=1.067 END SIDEWALK 731 2 562 ➢ o' 12.741 LT "C" Z a2
<br /> y� 20
<br /> EG `z 6hg� 268 11 +10.056 l�J 2 oeW
<br /> O PLACE 3.0 M OF 450 mm CL IV RCP DRAIN PIPE AT S=0.0013, 11+11 .542 G „ ,
<br /> CONNECT TO EXISTING 450 mm DRAIN PIPE, SEE RCP DRAIN PIPE EC- - 2.697 x-736 MODIFIED CO. STD. CASE B'
<br /> CONNECTION DETAIL, THIS SHEET, INV=1 .067AT DI (E), INV=1 .063 TBW rJ L�� CURB RAMP o
<br /> 11 .441 LT "C" CO. STD. VERTICAL
<br /> (W) FIELD VERIFY CO. STD. CASE "D" 5 I 5 4 4- CURBS GUTTER & • F�
<br /> CURB RAMP 11 +14.139 �
<br /> "o „ SIDEWALK •� W m°
<br /> I REMOVE EXISTING DI AND PLACE 1 .0 M OF CL IV 450 mm RCP DRAIN 300 mm RCP a 300 ,d 10;623LT T2" W o oQ�
<br /> O --•--`'l ' 'S 6 f 300 mm RCP
<br /> PIPE, SEE RCP DRAIN PIPE CONNECTION DETAIL, THIS SHEET, INV=1 .056 (E) CO. STD. CURB SD W 2817 7 2 W o"N
<br /> FIELD VERIFY, INV=1 .026 (W) FIELD VERIFY GUTTER & _-267g - -- - " -
<br /> e �_ _ - -
<br /> SIDEWALK TBW 25 TYPE 2 DI �., �.. _� _ ._ _ -- _ _,. _,. _ M ~ '-- - .. O W
<br /> TYPE 2 DI b
<br /> 10.553 LT "T2" 28+17.971 f' 43� ��` - - - - - PROPOSED R
<br /> BEG CURB
<br /> AND SIDEWALK �2•7g5 C 300 mm RCP 'LG /W
<br /> 1>?> 2
<br /> REMOVE EXIST DI 9
<br /> 5.905 RT „C,.
<br /> - 1 0 +1611 573. 3.888 LT "T2" �o
<br /> -` SA�NCUT `L h EXIST SDMH "dam
<br /> 0 28+38.537
<br /> 9.491 LT "T2" O goo 0
<br /> 9.491 LT "T2" 28+26.801 ��o,� �NG�_,_._
<br /> 28+17.971G
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<br /> „T2., LINE
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<br /> 2 ,0�, _ _� _ w Q
<br /> STAR STREE _ - - _c ' _ k_goo .� 3Q_. _ - "�C _ Z Z
<br /> 28 9J ?8S _ Ile, _ _ - _ 450 mm RCP
<br /> 26 _ REMOVE EXIST DI I 1, Lu
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<br /> r 2 .... ._ - _ - - " ".C-c` 11 +30.934 o��o (o��' 10 �Q '\� �L
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<br /> f*1 2 <06 - - - - � _ T2 2 TYPE
<br /> „ ,. 8+38.717 rL' ,�Q `L� J t P �'' ti �Q �^��Q. O
<br /> _ . � 26 P LL Q
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<br /> LLI
<br /> to •9 �' _ �- _. - `"-• �, Q �- _ V
<br /> _._ .
<br /> 450 mm RCP i PROPOSED R/W Z >•
<br /> N _ ro Q _ _ _ - - - R CO. STD. VERTICAL Z
<br /> „ „ SIDEWALK GUTTER & W '
<br /> 0 CO. STD. CASE BCURBw O
<br /> CURB RAMP
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<br /> m WOO
<br /> KEYED NOTES:
<br /> lx 0
<br /> 0.571 1.691 TYPE "B" Q �2
<br /> ❑ �1 SAWCUT EXISTING CONCRETE PAVING AT R/W AND 1.500 VERTICAL CURB Z
<br /> _ _
<br /> REMOVE DRWY, CURB, GUTTER AND SIDEWALK 2% co
<br /> ❑2 CONST CO. STD. TYPE "B" VERTICAL CURB, SEE
<br /> SIDEWALK DETAIL THIS SHEET 22 mm LIP
<br /> F3 CONST. MODIFIED TYPE 2 COMMERCIAL DRWY, SEE SIDEWALK DETAIL
<br /> DRIVEWAY DETAIL THIS SHEET NO SCALE
<br /> ❑4 REMOVE EXISTING DI 51x102 - MW8XMW8
<br /> 57 2.714 MATCH WELDED WIRE FABRIC
<br /> ❑5 REMOVE EXISTING STORM DRAIN PIPE COMMERCIAL QUALITY -, MORTAR COVER, 20 mm SCALE 1:200 METRIC
<br /> EXISTING MIN COVER OVER WWF JOB NO. 25-3177-01
<br /> CONNECT EXISTING STORM DRAIN TO PROPOSED DI 2% MAX _ _ _ _ _ DESIGNED CSN
<br /> DRAWN CSN
<br /> 71 FILL EXCAVATED AREA TO EXISTING GRADE WITH 150 mm PCC RCP DRAIN RCP DRAIN FILE o4oc12
<br /> NATIVE MATERIAL #4 BARS 450mm O.C. EA. WAY ROFESS/0 CHECKED RGB
<br /> F8 BUTPIPE
<br /> CONST CO. STD. TYPE "B" VERTICAL CURB �F� P 9N
<br /> 22 mm LIP T S D G. �� DATE 5 24 00
<br /> DRIVEWAY DETAIL TOGETHER 150150 ���2� SHEET No.
<br /> NO SCALE mm mm m
<br /> � No. 4 V
<br /> RCP DRAIN PIPE CONNECTION DETAIL
<br /> s * Exp. / O •
<br /> ALL DIMENSIONS ARE IN NO SCALE sT�rF of IC IL\�o���P
<br /> METERS UNLESS OTHERWISE SHOWN T DF 12
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