HomeMy WebLinkAboutR-393010MATCH LINE - SEE SHEET C3.1
O I III \ FG:38.33
0.....I.
SDCB 46 FG: 37.57 FG: 3 \ \
I
M I I I I 1
f FG: 37.90 M
I I t FG: 37.86
O r
co I I
11 I I I DS o 0 6 10 / c? I I III 1
O I III I II ; SDCB 11
DS 10
FG 37.50 / I
I I I I II II Q : 38:60- 9
I I III FG: 38.83-----__d M \ \� 1 P 16 �FG: 3 .85 I I 4
li III F : 38.81 FG: 38.32 I I I I \
II DS m FG: 6.85 /
II III FG:37. 5 FG:38.28 FG:38.83 o I / /-FG:37.90 II \
I III FG: 37
FG: 38.83 I .49 I F : 37.56 I CD
III III I I / / F0 37.29
J II 11111 I FG:38.83
II III
O I FG:38.83
O 11 III I DS FG: 38.65
_ 111 II III II C FG: J8.83 RD FG: .33 FG: 38.22
U I II I FG: 37. 1 FG:38.24 f I ^ I II
I
III III I FG:38.83
\ 11 11111 I 14 END II I
SDCB 26/ a FG: 37.90
---------
tFG: 36.8 FG: 37.50 I - 1 F 7.51 /
\ \\I II I /� DS / D - f FG:36.85 /
Z I \\\ II I I SDCB 14 12 P 17 12 SDCB 15 I
- - W I DS FG:37.03 c� I
w I _
3� I
: 37.54
o
o \
w SDCB 2 �I I - / DS FF: 38.85 ( I f Q0 �/ I FG: 37.80 I
I. I II coy-0)"� / FG: 37.84
- 12 I E. 34.7� I I FG: 38.83 I /
(5
/ I I l / FG: 38.83 38 i FG: 37.64
O I III I I 1 / I / FG. 38.71 I �I
_ I
DS FG: 38.48 r I / \ FG: 38.45 i
I / o (� \ FG: 38.14 EG. 38.22 FG: 38. X \ II
j
x - FG: 38.45- F . 38.8 � FG: 8.52�
G. 38. 2 FF: 50
II I
r`J FG:38.35 FG:38.62 FG:38.71 / CD
G. 38.69-
��1 III \ SEE SHEET C3.3 /
DS FG: 38.98 39
�
I I III FG:38.52 FG: 38.83 p
FG:38.38 FG:38.46 F :38.54 cc
Il I 1 FG: 38.83 FG: 38.83 FG:38.90
/ 1 FG: 38.83 14 BEGIN
oil
�
l lli 1 \ FG: 38.45 \ \ MIN. COVER 2'
IE = 37.78 I 1 FG: 38.71 p`1�\° 13
I I II I \ J 1 FG: 38.81
1 6 11 FG: 38.43 r \
LT III 1 // FG:38.83 1 FIG FG:38.70 G.37 48 FG: 37.50 / `�
DS FG: 38.33 DS MIN. / - I Q
I / ~ I II COVER 2' / � -, CD
� I
X III 1 I R RD RD RD R /11 FG: 38.79 44 �� - - - - I I � I
O I FG: 1 FG:38.34 FG: Q9 W
/ I 1 1 10G:8 - M FG: 39.i 8 I I O
Z I P 55 I /
Q f /------� __ -- FG:38.15 / FG:37.91
,� II 1 I FG: 38.44 FG: 39.08 GB-
Lu o 0 0 0
W FG: 38.48 DCB 2938.06 0 �'
I� II II 1 �� 39
J 2 II �I I 1 \\ 1 2 F P 28 0 A4 rOolo f\I C� �I 1
SDCB 30 4 1 2 E IE: 33.15 3 S
1 Q a II I I I II 5 I�
II I I 1 FG:37.48 FG:37.48 OP/ ■ • 7 11 G. 37.90 F�: 38.37 ` 1 - - M +
1 SD B 32 5 IE: 32.44 1 \ -- 1
/ 37 ' 1 P 43 1 D TENTION SEE SHEET C3.3 I / ^ - I111 /I II
1 \ _ ' ��. oc nc- Q -- -- -- S STEM 2 S /I
-D
12" IP S:IE: 31.15--------------- �_ �:.-.:-:-:--: T.t �..__ ._.�..--....- v I b
w..... .. ................. . -. - .......................-.... - ..........� .�.-.-. - - - - - -
12" CONC W IE=29.35 .......................
NO PARKING NORTH 3RD STREET I...............--.8.-.-.-.-.�-.................................................. LADDER N (PUBLIC RIGHT-OF-WAY) :T :r ::::::::: _ .................... /
-----�I- - -- - _ ..-
- ^-.. ... --. .�.1.
......................
-::-:: = D
....................
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
Lij FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
W DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
T A f n KA A. CCA771 C. COnVAAIC .TOI f 171CC
- 10 IVVILII JV"I OLIUCL, OULU JUV Idwild, VV vo4w
19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB
RAMP REVISION
STORM DRAINAGE REVISIONS
CITY COMMENTS
ADDENDUM NO. 3
ADDENDUM NO. 1
STORM STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
SDCB 11
RIM=37.88-37.2(
CB TYPE 1
IE
=33 61 (8" N) 33.1
N 180820.43
IE
=33-61 (8" W)34.;
E 1302163.34
IE
=34.99 (6" E) 34.'
SDCB 14
RIM = 36.35 CE
CB TYPE 1
IE
= 33.35 (8" N) CC
N 180752.39
IE
= 33.35 (8" E)
E 1302222.58
SDCB 15
CB TYPE 1
RIM =3635 36.3
N 180750.20
IE
=34.12 (8" W) 34.
E 1302377.18
IE
= 34.46 (8" S)
SDCB 25
CB TYPE 1
RIM=36.-6+36.4,,
N 180719.70
IE=34.:73-(12"
NE)34
E 1302001.10
RIM=38-28-38.2
SDCB 26
IE=�68-(12"
SW) 3
48" TYPE 2 CB
IE
=3338-(8" N)33.1
N 180 4
IE
= 33.41 (4" E) 33.;
E 13020 40.12
IE
=33.68 (8" S) 33.1
SDCB 29
RIM =38.1�
CB TYPE 1
IE
33.75 (8" S) 33
SOLID LID
IE
33.75 (8" NE)33
N 180616.94
IE
=3375(8" SE) 33
E 1302231.84
SDCB 30
RIM =38.85 38.0(
60"TYPE 2CB
IE
= 31.60 (12" S)
SOLID LID
IE
=31.68 (36" E) 31.
N 180595.49
IE
=35.19 (6" N) 35.
E 1302106.08
SDCB 32
RIM=3:7.65 37.4,
CB TYPE 1 L
IE
=36.6r1 (6" E) 36.
N 180583.88
IE
=36.61 (6" N) 36.
E 1302043.74
KEYNOTES
10 120 LF 48" O DETENTION PIPE.
STORM STRUCTURE
TABLE
STRUCTURE NAME
STRUCTURE DETAILS
SDCB 33
RIM=3:7.87 37.84
35
CB TYPE 1
IE
=36..87 (6" W) 35.95
?0
N 180582.35
IE
=32.58 (8" N) 33.19
)3
E 1302135.60
SDCB 46
CB TYPE 1
RIM=3:7.72-37.73
VERED
N 180832.26
IE
=35.32 (8" E)35.35
E 1302133.02
SDCB 53
3
54" TYPE 2 CB
RIM =38.81 37.99
27
SOLID LID
IE
=3-1.68 (8" N) 31.59
N 180593.21
IE
=31.68 (36" W) 31.59
E 1302232.10
54 STORM PIPE TABLE
NAME
P 16
DETAILS
103 LF 8" PVC @ 0.50%
P 17
155 LF 8" PVC @ 0.50%
P 25
52 LF 12" CPEP @3-�i4r2.79
P 28
24 LF 8" PVC @tea-9.3750
P 29
56 LF 12" CPEP @ 3.99%
P 34
28 LF 8" PVC @ 0.70%
P 35
27 LF 8" PVC @$$6% 0.80%
P 37
11 LF 8" PVC @ 0.57%
P 43
21 LF 8" PVC @ 2.43%
P 46
33 LF 8" PVC @ 5.245b3.48%
P 55
1 40 LF 6" PVC @ 3.32%
)
3.09
)9
)9 6"
)9
84
89
89
51
06
)3
?0
ACCESS RISER. 1
O2 RIM E = 37.90 C7 2
RIM F = 37.62
O3 STORM DRAIN CLEANOUT. 2
C7.2
40 CONTROL MANHOLE. 1
C7.1
OTRENCH DRAIN WITH SLOPED BOTTOM 5 BEGIN TRENCH DRAIN 4' SOUTH
OF BUILDING CORNER. C7.3
OCONTECH FILTERRA SHORT SIDE CURB INLET (6'x6') ALTERNATE ORIENTATION,
SEE SHEET C7.4.
TOP SLAB=38.00
GUTER=37.25
IE=33.95
OCONTECH FILTERRA SHORT SIDE CURB INLET (6'x6') ALTERNATE ORIENTATION,
SEE SHEET C7.4.
TOP SLAB=38.02
GUTTER=37.27
IE=33.98
OCONTECH FILTERRA SHORT SIDE CURB INLET (4'x4') ALTERNATE ORIENTATION,
SEE SHEET C7.4.
TOP SLAB=37.70
GUTTER=36.95
IE=33.66
O9 SEE LANDSCAPE PLANS FOR SUBDRAINAGE CONNECTION
10 SEE LANDSCAPE ARCHITECTS PLANS FOR WALL WITH TOP OF WALL ELEVATIONS.
11 CURB HEIGHT TAPERS FROM 6-INCHES TO 9-INCHES AT THE FILTERRA INLET PER
SHEET C7.4
12 PROVIDE URBAN ACCESSORIES STANDARD ADA COVER.
13 PROTECT EXISTING TREE TO REMAIN. SEE SHEET C3.0 FOR GENERAL NOTE 25.
14 PROVIDE ROOF DRAIN WITH 0.5% SLOPE.
CONSTRUCTION RECORD DRAWINGS
WJF
2/22/1 8
WJF
SURVEYED:
D. FOLLANSBEE
SCALE:
AS SHOWN
VERTIHORIZONTAL: NADDi983/11991
�1 U
CITY OF
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
DATU M
% > R E N TO N
Planning/Building/Public Works Dept.
p
WJF
4/21/17
WJF
WJF
3/17/17
WJF
DRAWN. F. KATONAr'N`��Y
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
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
SOUTH GRADING AND
DRAINAGE PLAN
05/04/2017
PAGE:
C3.2
SHEET: OF:
10 43
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44
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R -393010