HomeMy WebLinkAboutR-393024O
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KEYNOTES
O CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT
LOCATION.
Z O TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
SDCB 62
..
/� xx-�
=
30 LF 12" @ 0.50%
p.
STMH 673 RIM=35.22
'
SDCB 23
12" CONC N IE=31.22
O
I
8" CONC NE IE=32.27
'
i I
8" CONC S IE=32.17
'
I I
rn
"I
6" CONC W IE=31.82
I I M
II
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VERTICAL SCALE: 1 "=2'
4 PRECAST FILTERRA UNIT,
C7.11 W/ 8'x8' INTERNAL BYPASS -GRATE INLET
W/ ADA FULL GRATE AND
FINISHED GRADE @ FLOWLINE PLANTED WITH GRASSES
FLOW LINE:35.99- 35.41
IE: 32.41-(NW) 32.44
_
EXIST. GRADE @ CENTERLINE IE:33.86 (S) 33.00
- - - -
-----------------------------------------------------
- - - - _ _ - - - - - _ EXIST. GRADE @SAWCUT LINE
- - - - - - - - - - -
035%------- -----
0.56%-
-------------------=:�:4
150 LF 12" DIP @ o
Oho
115 LF 12" DIP @
37 LF 12" DIP @ 0.51%
TOP OF EX. GAS=32.27
BOTTOM=31.52
TOP OF EX. AC WTR=32.25
SDCB 60 BOTTOM=30.91
CB TYPE 1
STA 44+62.87, 19.92' LT
EX. 8"
RIM: 95..91 36.00
SANITARY
IE: 8+69 12" (S) 33.57
SEWER
IE:39.6; 12" (N) 33.55
SDCB 75
SDCB 22
CB TYPE 1
CB TYPE 1
SOLID LID
STA 34+26.89, 32.15' RT
STA 34+05.49, 43.01' RT RIM:35..38 35.37
RIM:36.q 1 35.73
IE: 82.34 12" (SW)
IE: 32-.2212"(SE)32.30
32.35
IE:32.22 12" (NE)32.35
IE:32.22 12" (W) 32.22
FINISHED GRADE ELEVATION
@ FLOWLINE
EXISTING GRADE ELEVATION
@ CENTERLINE EXISTING / FINISHED GRADE ELEVATION
@ SAWCUT LINE
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5 RAMP REVISION
I CERTIFY THAT THE INFORMATION SHOWN HEREON ldwu 4 STORM DRAINAGE REVISIONS
WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE NOTICE ■ 3 CITY COMMENTS
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATION OF THIS DOCIIYENTSHALL NVADATETHE �� 2 ADDENDUM NO. 3
PROFESSIONAL SEAL AND SIGNATURE PUMATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCUMENT DOB NOT DEROGATEFROM RESERM Q41803OW4MHw�
4' FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY M THEPRo�EMM � wffoNTHE1w ac �`s� ��GISTER�° ��� TACOMA SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1
ADDIAND
ONBTO THATOT PRROEECT OR FOR ANY OTHER PFAM. SSjONAL
BE USED FOR REPAIR, R0JM OR
W DIRECT SUPERVISION ON THIS DATE: 08/23/2019. North TEL
253.383.2 72 FAX
Tacoma, wom NEB NO. REVISION
J /23/201 Q253.383.2422 rEL 253.383.2572 Fnx www.ahbl.com NEB
46+50
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47+00
WJF
2/22/181
WJF
SURVEYED:
SCALE:
D. FOLLANSBEE
AS SHOWN
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
WJF
4/21/17
WJF
WJF
3/17/17
WJF
DRAWN:
F. KATONA
ONE INCH
WJF
3/1/1 7
WJF
CHECKED:
W. FIERST
AT FULL SCALE
IF NOT ONE INCH
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
S. COMFORT
40
39
38
37
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33
32
31
30
29
28
27
26
25
SDCB 39, EXISTING TYPE 2 CB
STA 34+56.69, 18.24' LT
RIM: 37.23
IE: 32.27 8"CONC (NE) EXISTING
IE: 32.17 8" CONC (S) EXISTING
IE: 31.82 6" CONC (W) EXISTING
IE: 31.22 12" (N) EXISTING
II
---------
- l
�S� 8\
>> 0
30LF12"DIP@0.50% \ \
CB TYPE 1
STA 45+95.24, 13.79' RT
RIM:35.41 35.39
IE: 333412" (N)33.31
I I
EX. 8" L J
SANITARY
SEWER
SDCB 23
60" TYPE 2 CB
STA 34+56.57, 34.83' RT
RIM: 95.96-35.32
IE:33.19 12" (S) 33.17
IE: 88.63-6" (N) TRANSITION TO 8"
33.52
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46+00
CONSTRUCTION RECORD DRAWINGS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 `lam ��fiy CITY OF
+
REN TON
lN1
DATUM
Planning/Building/Public Works Dept.
46+50
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APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
GARDEN AVENUE NORTH
FRONTAGE IMPROVEMENTS
05/04/2017
FIELDBOOK:
PAGE:
DRAWNG NO:
C6.6
SHEET:OF: 28 43
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R-393024