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MATCHLINE SHEET C3.3
55, 6 LF tB
P - 5,6 IiFB P-59,2LF
P - 67, 31 LF
CB 17 P - 60, 2 LF P - 60, 2 LF
8
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. .� 1 uIN AVE NE
0 10 20 40
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1" = 20 FEET
D
STORM LINE
LEGEND:
PERFORATED PIPE STORM LINE
NOTES:
LARGE DIAMETER DETENTION PIPE
■
STORM CATCH BASIN
1. SEE SHEETS NERALS RM DRAINAGE
XXX
CONTOUR LINE
NOTES.
■Q
STORM MANHOLE
- -
PROPERTY/RIGHT-OF-WAY LINE
2. CONTRACTORVERIFY EXISTING INVERT
>TONSTRUCTION
•
STORM DRAINAGE CLEANOUT
FLOW DIRECTION
ELEVATION PWHERE NOTED!
®
DETENTION TANK ACCESS RISER3.
- - - - GB
GRADE BREAK CONSTRUCTION
RECORD
DRAWINGS
UNDERDRAINESIGNED TO MAINTAIN A
- 8" DEPTH FROM FINISH GRADE. ■ /�
Know what's below
Call before ou dig. AHBL PROJECT NO.2180059
1
gor -
ALTERATION OF THIS DOO NIENT SHALL INVALIDATE THE a)_Hj B L
PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
001101 TIP MM N IT. THIS DOCLNENT IS FOR USE TACO M A • SEATTLE • SPOKANE • TRI-CITIES 1
ONLY FOR THE PROJECT IDENTIFIED N THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
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STORM STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
CB 16
RIM = 349.28
48" TYPE 2 CB
IE
= 342.75 (36" S)
N 186541.78
IE
= 347.04 (8" E)
E 1306691.12
IE
= 347.04 (8" N)
CB 17
RIM = 348.46
60" TYPE 2 CB
IE
= 342.75 (8" S)
N 186506.05
IE
= 342.75 (36" N)
E 1306690.71
CB 18
RIM = 348.55
48" TYPE 2 CB
IE
= 342.58 (8" N)
N 186480.85
IE
= 342.58 (8" W)
E 1306684.88
Pipe Table
Pipe Name
UPPER pipe Slope
INVERT ELEV
352.86 1.66°
P - 2
P - 3
352.95
1.66%
P - 4
35 4
1.66%
P - 5
353.13
1.66%
P -
353.23
1.66%
P - 7
352.92
1.66%
P - 8
352.65
1.66%
P - 9
352.38
1.66%
P - 10
352.10
1.66%
P - 11
351.83
1.66%
P - 12
351.56
1.66%
P - 13
351.29
1.66%
P - 14
351.01
1.66%
P - 15
350.74
1.66%
P - 16
350.47
1.66%
P - 17
350.20
1.66%
P - 18
349.93
1.66%
P - 19
349.65
1.66%
P - 20
349.38
1.66%
P - 21
349.11
1.66%
P - 22
348.84
1.66%
P - 23 348.57
1.66%
KEYNOTES:
OTYPE 1 CATCH BASIN WITH
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C3.3
KEYMAP
HERRINGBONE GRATE
O
TYPE 1 CATCH BASIN WITH
SOLID COVER
O
TYPE 2 CATCH BASIN WITH
HERRINGBONE GRATE
O
TYPE 2 CATCH BASIN WITH
ROUND SOLID LID
OFLOW
CONTROL MANHOLE
SURVEYED: SCALE:
VERTICALHORIZONTAL: NAD 19B13/1991
DESIGNED: AS SHOWN CITY OF
1;R) RENTON
STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAwN. AMT
ONE INCH DATUM NUF
ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CH AT AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
WJF
I
STORM STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
CB 19
RIM = 347.40
48" TYPE 2 CB
IE = 342.19 (8" E)
N 186482.97
IE = 342.19 (12" W)
E 1306623.17
IE = 342.19 (8" N)
RIM = 346.93
CB 20
48" TYPE 2 CB
IE = 342.19 (12"
N 186484.27
IE = 342.19 " W)
E 1306506.65
CB 21
IM = 349.30
48" TYPE 2 CB
E = 342.75 (36" W)
N 186535.73
IE = 346.96 (8 , NE)
E 1306887.
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Pipe Table
Pipe Name
P - 24
UPPER
INVERT ELEV
pipe Slope
1.66%
348.29
348.29
P - 25
1.66%
P - 26
348.57
1.66%
P - 27
348.84
1.66%
P - 28
349.11
1.66%
P - 29
349.38
1.66%
P - 30
349.65
1.66%
P - 31
349.93
350.20
1.66%
P - 32
1.66%
P - 33
350.47
1.66%
P - 34
350.74
1.66%
P - 35
351.01
1.66%
P - 36
351.29
1.66%
P - 37
351.56
1.66%
P - 38
351.83
352.10
1.66%
P - 39
1.66%
P - 40
352.38
1.66%
P - 41
352.65
1.66%
P - 42
352.92
1.66%
P - 43
353.23
1.66%
P - 44
353.13
1.66%
1 1.66%
P - 45
353.04
STORM STRUCTURE TABLE
STRUCTURE NAM
STRUCTURE DETAIL
CB
RIM = 349.30
CB PE 1
IE =
347.04 (8" SW)
86541.61
IE
= 347.04 (8" W)
E 1306890.95
IE
= 347.04 (8" N)
CS
RIM = 344.00
EXISTING TYPE 2 CB
IE
= 340.45 (8" NE)
N 186540.91
IE =
340.45 (8" SW)
E 1306309.37
IE
= -4.67 (12" N)
STCB #636
RIM = 343.40
EXISTING TYPE 1 CB
IE
= 340.46 (12" E)
N 186549.44
IE =
340.46 (8" SW)
E 1306318.27
Pipe Table
Pipe Name UPPER
INVERT ELEV
P - 46 352.95
pipe Slope
1.66%
P - 47
352.86
1.66% I
P - 48
352.76
1.66% I
P - 49
352.07
1.75% I
P - 50
347.49
0.63%
P - 51
347.49
0.63%
P - 52
352.07
1.75%
P - 53
347.04
1.17%
P - 54
342.75
0.66%
P - 55
342.58
0.63%
P - 56
342.19
0.00%
P - 57
342.19
0.87%
P - 58
352.76
1.66%
P - 59
342.75
0.00%
P - 60
342.75
0.00%
P - 61
342.25
0.00%
P - 62
342.25
0.00%
P - 63
342.25
0.00%
P - 64
342.25
0.00%
P - 65
342.75
0.00%
P - 66
342.25
0.00%
P - 67 342.25
0.00%
O COLLECTOR DRAIN
CLEANOUT C3.9
O 4" PERFORATED 3
UNDERDRAIN, TYP. C3.9
O 8" PERFORATED 4
COLLECTOR DRAIN C3.9
CONNECTION TO
OCOLLECTOR 1
DRAIN, TYP. C3.9
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10 DETENTION PIPE ACCESS 4 z
RISER, TYP. C3 8 0
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R-395905 O
MPLIANCE WITH CITY OF RENTON STANDARDS O
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McKNIGHT MIDDLE SCH DA1/15/2019 ~
FIELD IMPROVEMENTS =
FlELDBOOK:
RENTON SCHOOL DISTRICT PAGE -
DRAWING NO: z
DRAINAGE PLAN C3.2 0
HEET:10 "32 2