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PORTION NW 1/4, SE 1/4
CLTY__ QE REN TON. COUNT Y
MATCH LINE SHEET 17
SEC. 4 T WN. 2J N. , R 5 E. , W.M.
,OF KING, S TA TE WA Sf�INN
430
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PVl STA 1+40
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PV1 STA = 2+00
PVI ELEV $ 436.35
PW ELEV = 434.25
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PROPOSED FINISHED GRADE
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EXIS77NG GROUND PROFILE
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SCALE
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1 =5' v NE QUEEN PLA CE
DATUM ELEV
415. DO
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1 +20 1 +60 2+00 2+40
S_2 87Z
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420
3+42 12-23.70'LT=
SEE LOT ll1
4+05.90-18.25'L T
ACCESS ESM'T
48" SSMH#
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RIM= 430.89
IE=420.94-S
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3+20
3+60
420 - -
5.90 .18.251t
48"
SSMHJ
RIM=4.30.89
IE=420
94-S
DATUM ELEV.. 1E=+421.04-N
415.00
A
0+00
0+40
99' 8101 PVC, S= 0.
0+80
N N f _
MATCH LINE SHEET 15
430
425
"� PVC 5=200001
65LF 6
_ 48" t5SOWH
RIM=430.02
IE=42,0.29-8"N
IE=4220.19-8"W
*S EASEMENT IE=420.39-6"S
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1 +20
1 +60
"AS —BUILT" NOTE:
"AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMA 77ON SUPPLI
BY CONTRACTOR.
S=341408
RECOMMENDED
FOR APPROVAL
420
S °J_1 BY DATE
IM=429.00
421.69-6"N BY DATE
426
BY DATE
BY DATE
BY DATE
DRWNG
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