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STCB#636 TYPE 1
RIM:343.40
8" CPP SE IE:340.40
PP SW IE:340.46
N.18 49.37
E:1,306, 8.35
/ / O
/ 199 LF
/ I 12" PVC
@0.87%
/ I (P - 57)
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CB 20
48" T)
RIM:
IE: 34:
IE: 34:
CB 1'
RIM: 47.40
IE: 34 .19 8" (E)
IE: 34 .19 12" (W)
Ix I IE: 34 .19 8" (N)
m1/ P-71,5LIj 11
O
MATCHLINE S T C3.2
Know at's below.
all before you dig. AHBL PROJECT NO.2180059
350
345
340
336
A
/
Pipe Table
Pipe Name UPPER pipe Slope
INVERT ELEV
P - 2 352.86 1.66%
P - 3
352.95
1.66%
P - 4
353.04
1.66%
P - 5
353.13
1.66%
P - 6
353.23
1.66%
P - 7
P - 8
P - 9
352.92
1.66%
352.65
1.66%
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
- 16
P - 17
350.74
1.66%
350.47
1.66%
350.20
1.66%
P - 18
49.93
1.66%
P - 19
349.6
1.66%
P - 20
349.38
66%
P - 21
349.11
1.66%
P - 22
348.84
1.66%
P - 23
348.57
1.66%
XISTING TYPE 1 CB #636
-1,306,318.35
IM: 343.40
IN: 340 (12"E) PROPO
rQLLL340.4 "
Ln 117 CC)
C
It
1`0 co I) M
STORM
0+50
Pipe Table
Pipe Name UPPER
INVERT ELEV
P - 24 348.29
pipe Slope
1.66%
P - 25
348.29
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
1.66%
P - 32
350.20
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
1.66%
P - 39
352.10
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%
45
353.04
1.66%
PROPOSED ELEVATION
cr PIPE CENTERLINE -
EXISTING ELEVATION
@a PIP NTERLIN
n M O O
Ln Lf) ( -
� CM
1+00
INAGE PROFILE 1
ALTERATION OF THIS DMENT SHALL INVALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OIUERSIIP RK;M N IT. THIS DOCUMENT IS FOR USE T A C O M A • SEATTLE • SPOKANE TRI-CITIES 1
ONLY FOR THE PRO,ECT DENWED N THE MU BLOCK
AND IS NOT TO BE USED FOR REPAIl REMODEL OR
ADDITION TO THAT PMECT OR FOR ANY OTHER PROJ7. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO.
206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB
199 LF 12" @ 0
Pipe Table
Pipe Name UPPER pipe Slope
INVERT ELEV
P - 46 352.95 1.66%
P - 47 352.86 1.66%
P - 48
352.76
1.66%
P - 49
352.07
1.75%
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
P - 56
342.58
0.63%
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
P - 63
342.25
0.00%
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%
n4
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
CB 20, 48" TYPE 2 CB
N: 186484.27
E: 1306506.65
RIM: 346.93
I .
I OUT: 342.19 (12"VI)
117 LF 12"
CONI
KEYNOTES:
O
TYPE 1 CATCH BASIN WITH
HERRINGBONE GRATE
C
O
TYPE 1 CATCH BASIN WITH
SOLID COVER
O
TYPE 2 CATCH BASIN WITH
HERRINGBONE GRATE
OTYPE
2 CATCH BASIN WITH
I
ROUND SOLID LID
FLOW CONTROL MANHOLE
OCOLLECTOR
DRAIN CLEANOUT
CB 19, 48" TYPE 2 CB
N: 186482.97
E: 1306623.17
RIM: 347.40
IE IN: 342.19 (8"E)
IE IN: 342.19 (8"N)
IE OU :
� It r-
F7 L7 � r- Ip w O 00 Ln F7O UM-) F7 Io �7,
CO CO ON Ln
M M M M C, oM I) M � � co
1+50 2+00 2+50 3+50 4+00
14 \\
j�\�\
X NN
ii �N
// N\�
14 �N
N
C3.3
CONSTRUCTION RECORD DRAWINGS
SURVEYED: SCALE:
HORIZONTAL: NAD 1983/1991
DESIGNED: AS SHOWN
STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAwN. AMT
ONE INCH DATU M
ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED: AT FULL SCALE
BJS IF NOT ONE INCH
REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
WJF
KEYMAP
caRi CITY OF
RENTON
NUF
Planning/Building/Public Works Dept.
U.
26 LF
8" @
0.66%
LEGEND:
■
STORMrCABASIN
LE
•M
DRAINAGE CLEANOUT
®NTION
ZBGRAD
TANK ACCESS RISER
- - -
E BREAK
M LINE
PERFORATED PIPE STORM LINE
LARGE DIAMETER DETENTION PIPE
XXX
CONTOUR LINE
-
PROPERTY/RIGHT-OF-WAY LINE
NOTE:
1. SEE SHEETS C3.5 FOR GENERAL STORM DRAINAGE NOTES
2. CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT
ELEVATION PRIOR TO CONSTRUCTION WHERE NOTED.
2LF36"
7, 60" TYPE 2 C�
RIM: 348.46
IE: 342.75 8" (S)
2.75 36" (N)
N: 186506.05
E: 1306690.71
1`0 M r-
06
F 7 co M co
CB 16, 48" TYPE 2 CB
N: 186541.78
E: 1306691.12
RIM: 349.28
IE IN: 347.04 (8"E)
IE IN: 347.04 (8"N)
IE OUT: 342.75 (36"S)
350
-31 LF 48" @ 0.00%
345
2 LF 36" @ 0.00%
340
336
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00
T
67 u
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4+50 z
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R-395907 O
IN COMPLI CE WITH CITY OF RENTON STANDARDS
2
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cn
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0
McKNIGHT MIDDLE SCHOOL DATE: 2019 ~
FIELD IMPROVEMENTS =
FlELDBOOK:
RENTON SCHOOL DISTRICT PAGE -
DRAVANG NO: z
3 •
DRAINAGE PLAN SHEET:GF:
11 32