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FINISHED GRADE
EXISTING GRADE
@ PIPE CENTERLINE
@ PIPE CENTERLINE
----1
- - -
- - - - -
-------- ------
------------
- ------
- - - - - -
'0
23 LF 12" @ 0.66%
0
0
0
64 LF 12" @ 0.50%
75 LF 12" @ 0.50%
0
66 LF 8" @ 0.50%
�
9
0
B
34 LF 12" @ 0.50%
0
20 LF 12"
U
@ 0.50%
EXIST. 8"
SDCB 2
T
SDCB 24
SDCB 77
SDCB 1 SEWER
CB TYPE 1
SDCB 3
SDCB 40
SDCB 37
CB TYPE 1
48" TYPE 2 CB
60" TYPE 2 CB
SOLID LID
N 181134.73
48" TYPE 2 CB
CB TYPE 1
48" TYPE 2 CB
SOLID LID
N 181168.55
SOLID LID
SOLID LID
N 181135.12
E 1302153.50
SOLID LID
N 181134.28
SOLID LID
N 181133.88
N 181179.28
E M: 35.43.04
RIM:
N 130207 21
E
E 1302089.12
RIM: 35.80
IE: 31.07 12" (W)
E 1302228.56
RIM: 36.83
E 1302294.53
RIM: 35.63
E 1302025.70
RIM: 35.73
.43 1 ��
IE: 30.43 12 (SE)
M: 36.50.62
RIM: 36.54
RIM: 36.68
IE: 31.07 12" (E)
IE: 31.45 12" (W)
IE: 31.78 8" (N)
IE: 30.33 12 (SE)
IE: 30.43 12" (NW)
IE: 30.60 12" (SE)
IE: 30.75 12" (E)
IE: 30.75 12" (NW)
IE: 31.07 8" (N)
IE: 31.45 12" (S)
IE: 31.78 8" (W)
IE: 30.33 12" (S) -
IE: 30.60 12" (NW)
IE: 30.60 12" (E)
IE: 30.75 36" (SW)
)
IE: 31.57 6" (SE)
IE: 31.45 8" (E)
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FINISHED GRADE
@ PIPE CENTERLINE
EXISTING GRADE
@ PIPE CENTERLINE
40
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HORIZONTAL SCALE: 1 "=20'
VERTICAL SCALE: 1 "=5'
KEYNOTE
OURBAN ACCESSORIES STANDARD ADA COVER
2C PROVIDE ETHOFOAM PAD AT CROSSING
PROP. 8" _
--------
WATER - - - - - - - - - - - - -----r------------------ _ -- ----�
-ice ---------- 6
- - - - - - - - - - - - - - - - - - -- _------- - - -- - - - - - 52 LF 12�� @3.15%
60 LF 42" @ 0.00%
296 LF 8" @ 0.50%
b
30 LF 8" @ 2.87% 8 °
PROPOSED LJ
SDCB 26 ELECTRICAL
48" TYPE 2 CB DUCT BANK
N 180754.36
SDCB 8 E 1302040.12
SDCB 1 SDCB 47 48" TYPE 2 CB RIM: 38.28
60" TYPE 2 CB 54" TYPE 2 CB N 181050.01 IE: 33.08 12" (SW) SDCB 25
SOLID LID SOLID LID E 1302043.81 IE: 33.08 8" (N) CB TYPE 1
N 181135.12 N 181076.12 RIM: 38.13 IE: 33.41 4" (E) N 180719.70
E 1302089.12 E 1302057.68 IE: 31.60 8" (NE) IE: 33.08 8" (S) E 1302001.10
RIM: RIM: 36.61 RIM: 38.09 IE: 31.60 8" (S) IE: 30.75 12" (E) IE: 30.75 8" (SW) IE: 31.77 6" (W) IE: 34.73 12" (NE)
IE: 30.75 12" (NW) IE: 30.75 36" (NE)
IE: 30.75 36" (SW) -
00 co cfl co cfl o t` o It EXIST. LO PROPOSED (.0 (.0co 0') LO rn
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r- r- 00 r- c r- r- r- GRADE r- f GRADE r- r- co '� o6 o6 Gp 1-:
M M M co M N-) CO M M M ELEV. C0 ELEV. M M rl� M M M M M
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EXISTING GRADE
FINISHED GRADE
@ PIPE CENTERLINE
@ PIPE CENTERLINE
- - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - J �. -
-
- - - - ,�
- - - - - - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
17
155 LF 8" @ 0.50%
79 LF 12" @ 0.50%
61 LF8'@0.50%
0
103 LF 8" @ 0.50%
°
139LF12„ @0.50%
O
7SDCB
OSDCB 15
SDCB 4 O
O -
SDCB 14 O
N 1 TYPE 1
N 180750.20
SDCB 3
CB TYPE 1
SDCB 12
O
CB TYPE 40
CB TYPE 1
E 1302377.18
48" TYPE 2 CB
N 180994.82
-
E 40
-
N 130
N 180752.39
SOLID LID
E 1302226.32
NB18 916.04
E 224.1
E 1302222.58
1E34 12 8 (W)
N 181134.28
RIM: 36.35
E 1302225.14
M:36. 5
RIM: 36.35
RIM: 36.35
E 1302228.56
IE: 32.15 12" (N)
RIM: 36.49
IE: 32.84 8" (N)
IE: 33.35 8" (N)
RIM: 36.83
IE: 32.15 8 (SW)
IE: 32.54 12" (N)
IE: 32.84 8" (S)
IE: 33.35 8 (E)
IE: 31.45 12" (W)
IE: 32.15 12" (S)
IE: 32.54 8" (S)
IE: 31.45 12" (S)
- -
IE: 31.45 8" (E)
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AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERAnoNaFTHIS OOaIYENrSHALLNVALDATETHE
PROFES90NAL SEAL AND SNp1ATURE PUBLICATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS D0a11ENTD0ESNorUEROGAIEFRONRESERVED
ottTa:sxv RIa115 N ff. THIS DOa11E11T 6 Fat USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY pLYFOR THE PRo�iCTr1ENiFIDlITHE TiIlEBAa(
R, RFl10D
BITIottAND IS NOT TO BE USED FOR REPAEL OR
DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ABTOTMATPRaECTatFaRANTmIExPRo�Ecr.
z
J
J .
oV wasH11, _ 5 RAMP REVISION
' 4 STORM DRAINAGE REVISIONS
3 CITY COMMENTS
.� 2 ADDENDUM NO. 3
oEC180yll:���ww TACO MA- SEATTLE•SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1
SjONAL E� 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION
/23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB
CONSTRUCTION RECORD DRAWINGS
WJF
2/22/1 8
WJF
SURVEYED:
D. FOLLANSBEE
SCALE:
AS SHOWN
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
y
O`l fiy CITY OF
� ,�
' R E N TO N
�r'N`��
WJF
12/13/17
WJF
DESIGNED:
G. TALISCHECK
WJF
4/21/17
WJF
DRAWN.
WJF
3/17/17
WJF
F. KATONA
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
DATUM
Planning/Building/Public Works Dept.
WJF
3/1/17
WJF
CHECKED:
W. FIERST
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
S. COMFORT
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
STORM DRAINAGE
PROFILES I
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05/04/2017
FIELDBOOK:
PAGE:
DRANNG NO:
C3.4
SHEET: OF:
OF:43
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R-393012