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-P - 149, DF TYP. D P - 141,112 LF, 5'QS r P - 93, 137 LF D
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Pipe Table
Pipe Table
PIPE NAME
SIZE (in)
INVERT
ELEVATION
SLOPE
PIPE NAME
SIZE (in)
INVERT
ELEVATION
SLOPE
P - 76
4
354.49
1.54%
P - 96
4
353.64
0.81 %
P - 77
4
354.41
1.62%
P - 97
4
353.84
0.88%
P - 78
4
354.33
1.66%
P - 98
4
354.05
1.00%
P - 79
4
354.24
1.80%
P - 99
4
354.25
1.12%
P - 80
4
354.11
1.77%
P - 100
4
354.42
1.26%
P - 81
4
353.92
1.67%
P - 101
4
354.50
1.29%
P - 82
4
353.77
1.64%
P - 102
4
354.51
1.15%
P - 83
4
353.50
1.51 %
P - 103
4
354.57
1.15%
P - 84
4
353.29
1.45%
P - 104
4
354.64
1.17%
P - 85
4
353.05
1.38%
P - 105
4
354.70
1.10%
P - 86
4
352.92
1.39%
P - 106
4
354.77
1.07%
P - 87
4
352.74
1.36%
P - 107
4
354.83
1.12%
P - 88
4
352.54
1.33%
P - 88
4
354.70
0.16%
P - 89
4
352.44
1.44%
P - 109
4
354.67
0.75%
P - 90
4
352.57
2.84%
P - 110
4
354.63
0.93%
P - 91
4
352.76
2.18%
P - 126
8
345.00
1.68%
P - 92
4
352.92
1.43%
P - 127
8
354.45
1.92%
P - 93
4
353.08
1.01 %
P - 132
4
354.77
1.40%
P - 94
4
353.28
0.72%
P - 134
4
354.93
1.93%
P - 95
4
353.47
0.78%
P - 135
4
354.79
1.70%
N 187044.25
E 1306519.76
N 186866.36
E 1306787.27
LEGEND:
STORM STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
CB 01
RIM = 352.21
CB TYPE 1
IE =9 (4" S)
N 187025.70
IE =349.68 (8" NE)
E 1306488.73
IE =349.69 (8" E)
CB 03
RIM=352.38
60" TYPE 2 CB
IE=346.99 (36" NE)
N 187033.48
IE = 345.00 (8" NW)
E 1306498.18
IE = 348.79 (8" SW)
CB 04
48" TYPE 2 CB
RIM = 35233-
N 187038.82
IE =344-88 (8" SE)
E 1306494.39
IE =33 .86(,14" NE, SW)
CB 09
RIM=353.64
AREA DRAIN
IE=359-58 (8" W)
N 186888.79
IE=358.58 (8" NE)
E 1396:7:78.99-
CB 10
AREA DRAIN
RIM 363.61
N 186852.35
IE=351.28 (8" E)
E 1306658.76
■ STORM CATCH BASIN
Q■ STORM MANHOLE
® DETENTION TANK ACCESS RISER
- - - - GB GRADE BREAK
D STORM LINE
PERFORATED PIPE STORM LINE
DETENTION TANK 1 2
C3.4 C3.4
XXX CONTOUR LINE
PROPERTY/RIGHT-OF-WAY LINE
FLOW DIRECTION
n ADS N-12 S-P, 4" CAP
N GRAPHIC SCALE
0 10 20 40
I=i =� -
`�� I = 20 FEET
yy� ,Y WASgj����j
W CONSTRUCTION RECORD DRAWINGS
AS -BUILT �� w� ■_
�.� EGISTEg�
I CERTIFY THAT THE INFORMATION SHOWN HEREON �SSIONAL E�SURVEYED:
• WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 1/07/2019
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND DESIGNED:
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING - -
umESM OF THIS L DOCI1SIDI sHML INVMDA7E THE STORM DRAINAGE REVISIONS AMT 09/20/2019 AC B DEW" AMT
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ON�LSEaLaNDSNwaTUNE.vuBucATIa+aF
THIS DOMNIM DOES NOT DEROGATE FM RESERVED
Know what's beloW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. DOERSHIP WIM N ff. THIS DOMMM � TACOMA SEATTLE•SPOKANE TRI-CITIES 1 ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED:
OWY FM THE PRMW MIFEI) IN THE AND IS NOT TO BE USED FOR FOAR, FBIODEL OR
Call before you dig. AHBL PROJECT NO.2180059 AWN M IIHAT MIXEM OR FAR ANYmNER MM. 1200 6th Avenue, Suite 1620 Seattle, WA98101 NO. REVISION BY DATE APPR APPROVED:
206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB WJF
0.43%
Pipe Table
PIPE NAME
SIZE (in)
UPPER
INVERT
ELEVATION
SLOPE
P - 136
4
354.64
1.63%
P - 140
4
349.99
1.65%
P - 141
60
344.50
0.00%
P - 142
60
344.50
0.00%
P - 143
60
344.50
0.00%
P - 144
60
344.50
0.00%
P - 145
60
344.50
0.00%
P - 146
8
349.60
6 62
P - 148
36
345.00
0.00%
P - 149
4
349.96
3.03%
P - 150
4
351.15
0.74%
P - 151
4
351.39
0.74%
P - 152
4
351.63
0.74%
P - 153
4
351.93
0.79%
P - 154
4
352.21
0.83%
P - 155
4
352.50
0.90%
P - 156
4
352.75
0.93%
P - 157
4
353.00
0.99%
P - 158
4
353.29
1.1 1 %
P - 159
4
353.56
1.21
IE = 349.85 (4" S)
IE = 349.63 (8" NE)
IE = 349.70 (8" E)
RIM = 352.58
IE = 344.86 (36" NE)
RIM = 352.27
IE = 344.83 (8" SE)
IE = 344.77 (14" NE, SW)
IE = 348.92 (4" S)
DISCOVERED DURING CONSTRUCTION
RIM = 353.70
IE = 350.70 (8" W)
IE = 350.70 (8" NE)
RIM = 353.44
IE = 351.57 (8" E)
ix NN
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0
C3.3
KEYMAP
SCALE:
VERTICAL*
AS SHOWN HORIZONTAL- N1983/1991
CITY OF
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
KEYNOTES:
2.24%
Pipe Table
PIPE NAME
SIZE (in)
UPPER
INVERT
ELEVATION
SLOPE
P - 160
4
353.84
1.36%
P - 161
4
354.03
1.40%
P - 162
4
354.22
1.48%
P - 163
4
354.39
1.51 %
P - 164
4
354.54
1.57%
P - 165
60
344.50
0.00%
P - 166
4
350.90
0.52%
P - 167
4
354.65
1.43%
P - 168
8
351.28
0.60%
P - 169
8
350.50
1.14%
P - 173
60
344.50
0.00%
P - 176
1 60
345.50
0.22%
TYPE 1 CATCH BASIN
10
WITH HERRINGBONE
1
GRATE
C3.N
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TYPE 1 CATCH BASIN
1
2
WITH SOLID COVER
C3.5
TYPE 2 CATCH BASIN
O3
WITH HERRINGBONE
2
GRATE
C3.5
OWITH
TYPE 2 CATCH BASIN
ROUND SOLID LID
2
C3.5
FLOW CONTROL
1
O5
MANHOLE
C3.8
OCLEANOUT
COLLECTOR DRAIN
2
C3.9
NOTES:
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N
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00
T
16
4" PERFORATED 3
OUNDERDRAIN, TYP. C3.9
O Iql-
8" COLLECTOR DRAIN 4 (D8 O
C3.9 Q
CONNECTION TO OO
O9 COLLECTOR
DRAIN, TYP. C3.9
DETENTION TANK 4
10 ACCESS RISER, TYP. C3.8
CONVEYANCE PIPE
11
1. SEE SHEETS C3.5 FOR GENERAL STORM DRAINAGE NOTES.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT
ELEVATION PRIOR TO CONSTRUCTION WHERE NOTED.
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3. UNDERDRAIN LINES SHALL BE ADS N-12 S-P AND ARE
O
DESIGNED TO MAINTAIN A MINIMUM 18" DEPTH FROM FINISH
GRADE.
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4. ALL CONVEYANCE PIPE SHALL BE PVC. MINIMUM REQUIRED
O
COVER FOR PVC PIPE IS 3 FEET.
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5. ALL COLLECTOR PIPE SHALL BE ADS N-12 S-P.
U-1
6. ALL DETENTION TANK SHALL BE ALUMINIZED TYPE 2, MEETING
U)
SECTION 5.1.2 OF THE CITY OF RENTON SURFACE WATER
DESIGN MANUAL.
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7. PROVIDE CDF ABOVE THE EXISTING WATERLINE PER DETAIL 6
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ON SHEET C3.9.
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ALL PROPOSED PIPE SHOWN ON THIS
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SHEET WILL BE PRIVATE
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R-40281 0
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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U
LU
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0
2
McKNIGHT MIDDLE SCHOOL
DATE. 2019
~
FIELD IMPROVEMENTS
FlELDBOOK:
=
RENTON SCHOOL DISTRICT
PAGE
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DRAVANG NO:
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DRAINAGE PLAN
SHEET:OF.
R
10 F:32
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