HomeMy WebLinkAboutR-370203Scale: 1 " =20'
EX. CB #1
RIM= 139.64
IE= 135.64 (12" N & S)
STA 3 +63.00, 20.50' RT
END CURB GUTTER AND
SIDEWALK
ELEVATION= 139.50
ADJUST FRAME & GRATE
STA 3 +41.25, 20.00' RT
EX. CB #2
RIM = 138.47
IE= 134.47 (12" N & S)
PARCEL # 3123059096
SABHA GURUDWARA SINGH
STA 2 +76.00, 21.75' RT
CEMENT CONCRETE DWY.
PER COR DWG F004 -1
215 LF 12" CPEP @ 1.33%
ti II
o
FFall A I
STA 2 +46.00, 21.75' RT
1 111 CEMENT CONCRETE DWY.
PER COR DWG F004 -1
I
III Cn
1 I
2 00 CEMENT CONCRETE DWY.
�• -t'I q PER COR DWG F004 -1
14 PARCEL # 3123059075
GURUDWARA SINGH SABHA
a�lll I, STA 1 +66.00, 22.00'RT
CEMENT CONCRETE DWY.
III W W W E"ORaDWG F004-1
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�t'Klll V y 12" OULVEPT WETL4ND OUTI_ETu, y
SET NEW".12" CPEP CULVERT
III . AT SAME ELEVATION AND LOCATION W W
EX. CB#4 W2J LF 12" (PEP @ 1.33P/oW
RIM = 135.39 qj W W w W y W w W
IE= 131.24 (12" N & S) %III 1 00 CB#4 �>
I: t. 1
EX. CB #5 JII ❑ II' ;I
G 111 IL;:I .
RIM = 135.18 C,4
III•",I
IE= 131.11 (12" N)
IE= 131.28 (12" E) •� CB#5 r'
IE- 131.13 (12" S) °III IG `l
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III
EX. CB EX. CB
I III
STA 1 +03.50, 22.50' RT
BEGIN CURB GUTTER AND
SIDEWALK
ELEVATION= 135.40
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EX. CB #1
RIM= 139.64
IE= 135.64 (12" N & S)
STA 3 +63.00, 20.50' RT
END CURB GUTTER AND
SIDEWALK
ELEVATION= 139.50
ADJUST FRAME & GRATE
STA 3 +41.25, 20.00' RT
EX. CB #2
RIM = 138.47
IE= 134.47 (12" N & S)
PARCEL # 3123059096
SABHA GURUDWARA SINGH
STA 2 +76.00, 21.75' RT
CEMENT CONCRETE DWY.
PER COR DWG F004 -1
215 LF 12" CPEP @ 1.33%
ti II
o
FFall A I
STA 2 +46.00, 21.75' RT
1 111 CEMENT CONCRETE DWY.
PER COR DWG F004 -1
I
III Cn
1 I
2 00 CEMENT CONCRETE DWY.
�• -t'I q PER COR DWG F004 -1
14 PARCEL # 3123059075
GURUDWARA SINGH SABHA
a�lll I, STA 1 +66.00, 22.00'RT
CEMENT CONCRETE DWY.
III W W W E"ORaDWG F004-1
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•• •III II ° I W Y W W W 3 W L W W W y W W y J y W y L w\ \
- ;"•• °•III. II I� W W W W W w y W W W W W W W W W •I'\
W L W L W W W W W A
�� •I'III W y yFIELD LbCAJTE EXISTING" W W W W
�t'Klll V y 12" OULVEPT WETL4ND OUTI_ETu, y
SET NEW".12" CPEP CULVERT
III . AT SAME ELEVATION AND LOCATION W W
EX. CB#4 W2J LF 12" (PEP @ 1.33P/oW
RIM = 135.39 qj W W w W y W w W
IE= 131.24 (12" N & S) %III 1 00 CB#4 �>
I: t. 1
EX. CB #5 JII ❑ II' ;I
G 111 IL;:I .
RIM = 135.18 C,4
III•",I
IE= 131.11 (12" N)
IE= 131.28 (12" E) •� CB#5 r'
IE- 131.13 (12" S) °III IG `l
�•? �I 11•,.1 I .
O(n Ifs" I
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36
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I:..�II 14N:1
IF • �
12" SD 4,• :III 12" SD
III
EX. CB EX. CB
I III
STA 1 +03.50, 22.50' RT
BEGIN CURB GUTTER AND
SIDEWALK
ELEVATION= 135.40
272850TRCT
PLAT OF GENEVA COURT
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140
135
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30'
20.50'-
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3" CLASS "B" A.C.
4" A.T.B.
6" CRUSHED ROCK
PER C.O.R. F008
TYPICAL SECTION
NITS
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C.O.R. F005 Z
CEMENT CONCRETE SIDEWALK
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