HomeMy WebLinkAboutTED4003444.3LOCATION
TABLE
Q CURB RADIUS POINTS
ON
166191.19
E
1297629.92
ON
166157.20
E
1297628.83
3O
N
166160.42
E
1297528.93
ON
166160.62
E
1297522.43
O5
N
166129.63
E
1297521.39
ON
166129.46
E
1297526.89
O7
N
166095.65
E
1297520.30
O8
N
166095.28
E
1297525.93
ON
166126.44
E
1297622.84
10
N
166126.27
E
1297628.02
11
N
166092.46
E
1297621.75
12
N
166092.28
E
1297626.93
13
N
166061.69
E
1297620.16
14
N
166061.29
E
1297626.19
15
N
166027.31
E
1297625.10
16
N
166027.52
E
1297618.67
17
N
166064.52
E
1297523.81
18
N
166064.70
E
1297518.31
19
N
166030.71
E
1297517.22
20
N
166030.54
E
1297522.72
21
N
165973.12
E
1297569.96
22
N
165973.00
E
1297573.85
23
N
165981.59
E
1297602.77
24
N
165981.20
E
1297624.81
25
N
165901.24
E
1297622.19
26
N
165901.50
E
1297607.20
27
N
165888.24
E
1297621.78
28
N
165888.35
E
1297615.24
29
N
165888.51
E
1297606.24
30
N
165888.63
E
1297599.71
31
N
165862.37
E
1297605.35
32
N
165858.83
E
1297605.23
33
N
165849.71
E
1297561.13
34
N
165842.61
E
1297300.50
35
N
165871.96
E
1297299.29
36
N
165885.96
E
1297299.69
37
N
165944.70
E
1297301.37
A2
t
LOCATION
TABLE
Q BOTTOM
FACE CURB (AC)
ON
166178.29
E
1297626.50
ON
166170.29
E
1297626.25
O3
N
166173.31
E
1297532.30
O4
N
165972.53
E
1297400.43
ON
165967.22
E
1297566.77
6O
N
165972.91
E
1297576.85
O7
N
165849.34
E
1297573.12
8O
N
165837.71
E
1297560.76
ON
165838.42
E
1297537.22
10
N
165842.06
E
1297417.48
11
N
165835.29
E
1297374.83
12
N
165837.62
E
1297300.35
13
N
166067.15
E
1297535.39
14
N
166022.34
E
1297534.11
LOCATION TABLE
❑ WALL POINTS ((L)
A❑
N
166174.19
E
1297628.77
I B I
N
166177.07
E
1297527.49
C❑
N
166159.32
E
1297526.91
�D
N
166128.15
E
1297526.04
❑E
N
166096.83
E
1297525.03
❑F
N
166063.18
E
1297524.20
�G
N
166031.86
E
1297523.20
❑H
N
166003.34
E
1297522.50
❑I
N
166009.36
E
1297309.25
❑J
N
165960.38
E
1297307.87
C
4 I 3 ,, NEW PLANTER AREAS (TYP) _
C J SEE LANDSCAPE PLANS
MATCH EXISTING GRADE
p CURBCUTS OR ADDITION INLETS
- 6 REQUIRED FOR DRAINAGE
NOTE:
1. USE 2 STAKES PER BAG. STAKES
MAY BE OMITTED IF BAGS ARE PLACED
ON PAVEMENT SURFACE.
2. OVERLAP ALL BAG JOINTS 6".
`Biofilter bag
Flow -Flow
-_.
Os
Stakes L
RIM 24.13
INLET PROTECTION 1E 6"PVC NW,SW)
= 2413 r I ('
-
CL CHNL 8"PVC(S,E)=17.18
CB RIM=22.41
IE 12"CONC(S)=19.96
IE 12"CONC(N)=19.1-l' -
c l c
r
CB RIM I ---- - _ - -- - --
IE ?°CO , .i - -
„0 C(N) 1996 5
I 3
:� 2
19 �vll% �9
SSMH RIM=24.67 23.70
CL CHNL 6"PVC(N,W)=21.27 4
O L24.80_ _ 2 - -
24.
v - -
i
i i -7
P3
/' 504A-45.3 S€T
GRADING PLAN NOTES �� SHOWROOM ? RETAIL - N=165902.526
%f E=1297587.119
1. ALL SPOT ELEVATIONS SHOWN ON THE CURB REFER TO / �� �~
THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ; j FF= 24.85 - % ELEV=24.05 280 f,
- - - =-----��- -- 24. _ _ I
2. THE CONTRACTOR SHALL VERIFY THE SPOT ELEVATIONS - - -- - -- - - ' ' 3 1
SHOWN ON THE SITE CIVIL PLANS WITH THE ELEVATIONS z i 4.80 3124 9 24.85
i
AND GRADES SHOWN ON THE ARCHITECTURAL PLANS TO
ENSURE FLUSH GRADES AT ALL DOORS, STOOPS, RAMPS
AND ENTRYWAYS.
3. THE CONTRACTOR SHALL ENSURE THAT POSITIVE j
DRAINAGE IS PROVIDED AWAY FROM ALL PROPOSED
STRUCTURES AND THAT THE SITE IS GRADED TO DIRECT T - -
STORMWATER RUNOFF INTO THE EXISTING AND -
PROPOSED STORMWATER COLLECTION AND _ 3'
83
CONVEYANCE SYSTEM. - - ® - - 24.1 - - - --- - - -- 10 3 - - --`-
4. ALL PROPOSED STORMWATER PIPES ENTERING STORM - - - - - - - \23.71 -- - -- ---- - 18 9 2&01
-7a
SEWER STRUCTURES SHALL BE GROUTED TO ENSURE THE
CONNECTION IS WATERTIGHT. -- - - - g 1 = - �R�VEWAY $
5. THE CONTRACTOR SHALL FLUSH AND CLEAN ALL DEBRIS - --
-
AND SEDIMENT FROM THE STORMWATER COLLECTION,
CONVEYANCE, TREATEMENT AND ATTENUATION
RECOMMENDED FOR APPROVAL _
FACILITIES PRIOR TO THE COMPLETION OF THE PROJECT. - --
6. ANY EXISTING STORMWATER COLLECTION, CONVEYANCE, BYE
TREATEMENT OR ATTENUATION FACILITY TO REMAIN
AND BE CONNECTED TO SHALL BE INSPECTED BY DATE
----------
REPRESENTATVIVES OF THE CITY OF RENTON AND THE '
ENGINEER OF RECORD TO DETERMINE IF ANY FACILIITIES CB RIM=24.06` ,
NEED TO BE REPLACED OR REPAIRED.
IE 12"CONC(N)=21.56
CP#6
504A-45.6 SET MW
N=166287.031 -
E=1297762.541
ELEV=21.35
it
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I
I
m
NOTE: SPOT ELEVATIONS ON
EXISTING ASPHALT AND NEW
CURBS ARE THE ELEVATION
OF THE EXISTING AC. TOP
OF CURB IS + 0.50'.
I
SDMH RIM=21.92
''4° CONC.(E)-14.42
CONC.(N)=13.02
60" CONC.(S)UNABLE TO
MEASURE DUE TO BOX
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SSMH RIM=21.60
CL CHNL 12" PVC.(N,S)=11.85
CL CHNL 8" PVC.(W)=11.95
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