HomeMy WebLinkAboutR-393009_ SDCB 24 A'^�(PUBLIC RIGHT-OF-WAY)
�- c Z.ZL IL" NL
W- - - I WORTF7 4TH-S R��1� - - IE: 32.22 12" W E: 32.34 (SW)
CD
IE:30.43 W ���������������������� CBTP€=I - W )-- ---W -I-
o ° ° - -� - _
O I - SDCB 1 (D36- RIM:36.39 °°° .
(9 ----- 8 0 -�-- _ _ IE:31.98�1-2" SE 36 - 6
w l 11 l
II I I
I i t II l i l
J o I = I
o
O j ccI 0
Q �I1 L
U �
z I I , Ilm
w I I II
I ,Will i4
�
w I 1 II
J l i Q 11 I
DC I i III 1
CD II
D I
Q
I \
TCB 22J5
1 IM=35.67 I
1 2" CPP IW
IE=3247 I
I I
I -+-- W
I I II
i
- -4 W-
KEYNOTES
SDCB 77 I - 8 12 I� 12 IE: 31.98 12" (W) FG: �3
36.51 P 85 1
48" TYPE 2 CB 10
AN I
■ 1D D D �6/ 9 _ F
SOLID LI FG: 35.87 p 86 D 11 ,
1 i RIM. .54 A2Q ■ _ - ' FG: 36.3 FG: 36.46 - S , B-40' A FG: 36.59 I I I IE: 30.60 2" (SE) FG: 35. : 35.67
I IE: 30 12" (NW) P 1 F : 35.42 p 2 ■ P�42 FG: 35.56 Q SDCB 20 O I I
I 1 . 30.60 12" (E DETENTION' SDCB 2 FG 35.42 FG: 35.56 FG: 35.18 ■ I I I
I
2 567 FG: 35.18
SYSTEM 1 "'6, .SDCB 36119
II
FG:36.29
\�
I � I
7cn FG: 36.15
.16
1 4 IE�= 33. DETENTION
A 6" • I I
I Q SYSTEM 3
ro 4 I I I
\ I FG: 36.52 FG: 7.59
I FG- 37. 7 FG: 7.31 G: 36. FG.36.51I I
1 FG:38.0 \FG:37. F 37.54 G:37.1 F 36.38 FG:36.66 I I 1
M M \
I cn 1 FG: 37.07 �, �A
1 FG: 37.64 I 1
I FG: 3 10 FG: 36.62 \ � � - - - 1 � FG: 36.92 4 O
B D 4 I I 11\
A - - - - - - - - \ 0 1 I 1 FG: 3 22 FG: 36.50 FG: 36.69 I I I \
I 3 29 � C
/ \\ I �^ / FG: 37 28i F • 37.15 O I \
I W W O
/ 68 �O SDCB 47 52 /� - - p I _ \ SDCB 51
00
15 �" IE: 1.83 \ \ SDCB 8 FG: 37.68I Fsgvpp7421514 RI 3 .68 2 \ �' a - -37- �FG: 37.08 `0
o 8" PVC N-S
` o CENTER CHANNEL=29.03 ° 1
I FG:38.92
SDCB 48---,47•80a 1
�I
FG: 37.64 ■ �� I I
G: 7.39 FG: 38.09 G: 37.85 '37.7� - - - FG: 37.72 } I
- 38.35 - FG:37.29 FG:37.61 , a
,,,-FG- 38.48 FG: 38.48 FG 37.16 FG: 38. 5 1
F : 36.42 FG: 37.46 FG: 37.40 'OOOO°°°°°` - - - FG: 37.97 SDCB 50
Q -14% FC 38.50 - - - o
/ �i 3 TC:38.33 N `5� o FG- 37.78 F :3 .00 I =
I FG: 38.58 FG: 38 38 8 _
FG:37.94 FG:38.56 FG:39.21 FG:3 5 I Qf
F : 36.49 5 4 Rp Rp 6 P 20 FG: 37.71� \ i CD
10 FG 38.47 FG: 38.13 - _ _ F 86 I I a
FG: 38.68 FG: 36.85 38----- - ,(0 I I
O // FG: 38.83 0
SDCB 4 16 FGI.90 FG: 36.85
I 1
FG: 38.6 FG: 37.65 �^ I I I I
/ ti 16 SDCB 18 I I 0 I
_
� FG: 38.65� ° FG: FG: 38.83 � I � oco
I
/ FG: 38 8 FG: 38.65 : J / / F 36.38 1_ I I I
_ co 4 I 1
I ,-P 9 � �I
15 IE. 34.9 _ DS FG: 38.83 . ti \ ,� , �� I I
SDCB 44 /FG:38.19 P ��
P 70 DS FG: 37.99ID
I I I
1I
F p44 FG:38.05 I
. P 73 FG: 37.13 II FG: 37.90 10FG-. 6.85 I 11
I I
6" IE: 32.21 (Be SDCB 96 P 14 1 FG: 36.85 I 3 I
DS I I I
G:38.17 1 1.59, :G-. 37.2 F 36.55
FG: 37.83 FG: 37.61 \ I 1
DS I I 1 1_ I II
t 3 I
FF: 38.85 10 C I I 1I-
. I �N - FG: 6.85 I I
aMo ' I co^ 1 M F 36.68- CF
I � I
P 12 Fq: 36.85
N I FG:37.63 I 16 SDCB 17 I 1
C' I I
GRAPHIC SCALE - SDCB 45 \ I �FG: 37.90 I I I
p FG:37.95
� I I I
0 10 20 / / �\ SDCB 12 16 �I
DS _ 00 . P 45 p \\ P 18 I 1
^ 1 - 20 FEET FG: 37.4-8 U,� CD
FG: 36.90 FG: 36.85
, � 1
DS
\ I
I 0 � SDCB 10(14 F 38.37 ,�ro� F .36. 5 1
FG: 7.29
J � I I
FG: 36.85
FG: 37.54 P 15 /
DS P 74 1.42 0 \ I I I
��
P 13 16 SDCB 13 I
G: 38.16 I I 1
FG:37.55 G:38.06 FG 6.85 \ II
0 \ 1616-I I III
\ I� SDCB
MATCH LINE - SEE SHEET C3.2
OCONNECT ROOF DRAIN TO STORM DRAINAGE PIPE WITH A "WYE" Og CONTECH FILTERRA LONG SIDE CURB INLET (6'x10') ALTERNATE 13 THESTORM DRAINAGE SYSTEM.VIDE A SUMP PUMP IN THE BOTTOM PROVIDE A DOWNSTREAM CHECK ODISCHARGINGF THE DDCV TOE.
5 CONNECTIONS. ORIENTATION, SEE SHEET C7.4.
STORM STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
SDCB 1
RIM = 36.68 36.5,
60" TYPE 2 CB
IE
=3E)5(12" E) 30
SOLID LID
IE =
30.75 (12" NW)
N 181135.12
IE =39.75
(36" SW) 31
E 1302089.12
SDCB 2
RIM =35.88 35.8:
CB TYPE 1
IE
=31.97 (12" W) 31
SOLID LID
IE
=31.87 (12" E) 31
N 181134.73
IE
=31.87 (8" N) 32
E 1302153.50
IE
=31-57 (6" SE) 31
SDCB 3
RIM = 36.83
48" TYPE 2 CB
IE
=31.45 (12" W)31
SOLID LID
IE
=31.45 (12" S) 31
N 181134.28
IE
= 31.45 (8" E)
E 1302228.56
SDCB 4
RIM =-36.35 36.4
CB TYPE 1
IE
= 32.15 (12" N)
N 180994.82
IE
(8" SW)32
E 1302226.32
IE
--32-45 (12" S) 32
SDCB 8
RIM =38-13 37.8(
48" TYPE 2 CB
IE
=31.68 (8" NE)31.
N 181050.01
IE
=31.69 (8" S) 31.
E 1302043.81
IE
_ " 31.
RIM=37.99- 37.0
SDCB 9
S
S
IE
=32.92-(8" NE) 32
TYPE1 1
B180957.44
IE
=32.9-2-(8" S) 32.
.E
N 957.4
IE
= 3.92-(8"�}33.
E 130 1
IE
=34.98 (6" -E-) 34.
RIM = 3�-99-37.0
SDCB 10
IE
=33.32 8" N) 33..
CB TYPE 1
IE
=33-32-{8" S) 33.
N 180 878.2
878.26
IE
= 33-32-(8" NW) 33
E 130 3
IE
=35.58 (6" f�) 35.
SDCB12
RIM = 96.49- 36.E
CB40
IE
= 32.54 (12" N)
N 180916.04
IE
= 32.54 (8" S)
E 1302225.14
IE
= 33.56 (8" E)
SDCB 13
RIM =3635- 36.4
CB TYPE 40
IE
=32.84 (8" N)32.�
N 180855.23
IE
=32.84(8" S)32.�
E 1302224.19
SDCB 16
CB TYPE 40
RIM = 36.58 36.5
N 180849.94
IE
= 33.81 (8" N) 33.E
E 1302378.52
STORM PIPE TABLE
NAME
DETAILS
P 1
64 LF 12" PVC @9.59% 0.47`.
p 2
75 LF 12" PVC @ 0.50%
P 3
139 LF 12" PVC @- -SWlo 0.54
P 6
30 LF 8" PVC @ 2.87-0,; 2.07%
P 11
78 LF 8" PVC @ 0.98%
P 12
79 LF 8" PVC @9.694%0.54%
P 13
58 LF 8" PVC @0-y9-07;r0.47%
P 14
79 LF 12" PVC @$6044r0.41°
P 15
61 LF 8" PVC @ 8.56°/s0.60%
P 18
75 LF 8" PVC @ 9.60-07; 0.550/c
P 19
65 LF 8" PVC @ 8.58 T 0.48%
P 20
56 LF 8" PVC @ 9.614/ 0.57%
P 24
23 LF 12 CPEP @ 0.66 /o
P 26
296 LF 8" CPEP @ 9.59%0.5,
P 42
66 LF 8" PVC @ 8.58% 0.53%
76 31.
OCURB DRAINAGE OPENINGS AT PARKING ISLAND, IE: TOP SLAB=35.93 S SEE LANDSCAPE PLANS FOR SUBDRAINAGE CONNECTION.
60 LF 42" 0 DETENTION PIPE.
SEE DETAIL 10 ON SHEET C7.8. @STORM DRAIN CLEANOUT 2 TYPICAL. GUTTER=35.18
OC7.2 IE=31.89 0 6" BACKWATER CHECKVALVE WITH CAST IRON LID, FULLY ACCESSIBLE
2 C7.1 C7.1 1 15 000NTROL MANHOLE. C7.1 10 ELEVATIONS. PROVIDE URBAN ACCESSORIES STANDARD ADA COVER. SEE LANDSCAPE ARCHITECTS PLANS FOR WALL WITH TOP OF WALL AND EASILY REMOVED FOR MAINTENANCE AND CLEANING.
3 228 LF 36" 0 DETENTION PIPE. 2 5 16
C7.1 C7.1 O CONTECH FILTERRA LONG SIDE CURB INLET (6'x12') ALTERNATE O
ACCESS RISERS. 1 ORIENTATION, SEE SHEET C7.4.
O RIM A= 37.52 C7 2 TOP SLAB=36.31
11 4" SOLID PVC FOOTING DRAIN @ 1.0%MIN.
RIM B= 37.16 GUTTER=35.56
RIM C= 37.25 IE=32.27 12 CURB HEIGHT TAPERS FROM 6-INCHES TO 9-INCHES AT THE FILTERRA
RIM D= 37.34 INLET PER SHEET C7.4
AM F
CONSTRUCTION RECORD DRAWINGS
�yy� OF TPAJ • Sgt�o
AS -BUILT �A ao 11, 5 RAMP REVISION WJF 2/22/18 WJF SURVEYED: SCALE:
,�' D. FOLLANSBEE HORZO TAAL' HAD DIN 9 1 `�
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE
NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
ALTERATION OF THE DOW ENT SHALLNVALIDATETIE
PROFESSIONAL SEAL AND SIGNATURE PUBUCATO OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
THIS DOCI1STDOES NOT DE UTE FROM RESERVED
ONIERSIIP MHT4 N R THIS DOMENT IS FOR USE
41
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
ONLY FOR THE MECTIDEN eNTHE 17LEBLOCK
M
AND IS NOT TO BE USED FOR REPAN, REMODEL OR
WDIRECT
J
4
SUPERVISION ON THIS DATE: 08/23/2019.
ADDInoNTOTHArPRaECTaRFORANYOTHERPRoicr.
4 STORM DRAINAGE REVISIONS
W = 3 CITY COMMENTS
,ter 2 ADDENDUM NO. 3
��0 �EGi T F� �yTACO M A• SEATTLE • SPOKANE •TRI-CITIES 1 ADDENDUM NO. 1
�SS10 AL E2215North30thStreet,Suite300 Tacoma, WA98403 NO. REVISION
/23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB
WJF 12/13/17 WJF DESIGNED: AS SHOWN N L. N / 9 1. C 1 T T O F
WJF 4/21/17 WJF G. TAUSCHECK % > R E N TO N
WJF 3/17/17 WJF DRAWN: F. KATONAr'N`��Y
ONE INCH DATUM
WJF 3/1/17 WJF CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
W. FIERST IF NOT ONE INCH p
BY DATE APPR APPROVED: SCALE ACCORDINGLY
S. COMFORT
0
0
I
74
).6,
04
11
18
17
42
42
3
21
21
51
51
31
7
98
)7
)6
)6
t0
38
65
39
1
1
10
10
3
37
STORM STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
SDCB 17
RIM=36.58-36.5
CB TYPE 40
IE
= 33.43 (8" S)
N 180925.09
IE
= 33.43 (8" N)
I E 1302379.40
IE
= 34.18 8" E
SDCB 18
RIM=36-38-36.3
CB TYPE 40
IE
=33-18-(8" S) 33.'
N 180990.33
IE
=33.18-(8" NW)33
E 1302380.20
SDCB 20
60" TYPE 2 CB
RIM=36.49-36.5E
SOLID LID
IE
= 32.08 (24" S)
N 181127.64
IE =3Z
98 (12" NW)3'
E 1302356.36
SDCB 40
35.35
CB TYPE 1
RIM=36.6r;
SOLID LID
IE
=3H.78-(8" N)31.Q
N 181133.88
IE
=3H.78 (8" W)31.,
E 1302294.53
SDCB 44
RIM =37.83 37.8
CB TYPE 1
IE
33.19 (8"-E-) 33.
N 180967.18
IE
=3377 (6" W) 33.
E 1302130.00
SDCB 45
CB TYPE 1
RIM=37.7fr37.7,
N 180907.67
IE
=35.35(8" SE)35.
E 1302132.29
vW SDCB 47
3E 54" TYPE 2 CB
RIM = 98.89 38.1,
SOLID LID
IE
=335(8" SW) 3C
N 181076.12
IE=335(36"
NE) 3C
E 1302057.68
SDCB 48
JE 48" TYPE 2 CB
RIM=3:7.7Cr37.4,
SOLID LID
IE
=32.08 (24" N) 32
N 181041.44
E 1302350.36
SDCB 50
48" TYPE 2 CB
RIM=3:7-8437.8
SOLID LID
IE
=32.98 (24" N) 32
N 181041.44
IE
= 32.81 (8" SE)
E 1302356.36
SDCB 51
48" TYPE 2 CB
RIM =3,7.76 37.7I
SOLID LID
IE
= 32.08 (24" N)
N 181053.44
E 1302362.36
STORM PIPE TABLE
NAME
DETAILS
P 44
29 LF 8" PVC @3-69% 3.45%
P 45
38 LF 8" PVC @ 5.42% 4.71 %
P 63
37 LF 12" DIP @9.51%-0.38°/
P 68
6 LF 6" PVC @ 1.00%
P 69
9 LF 4" PVC @ 1.54%
P 70
3 LF 6" PVC @ 1.00%
P 72
75 LF 6" PVC @ 2.59%
P 73
8 LF 6" PVC @ 2.00%
P 74
7 LF 6" PVC @ 2.00%
P 83
24 LF 12 CPEP @ 0.50%
P 84
19 LF 12" CPEP @ 0.52%
P 85
48 LF 12" CPEP @9.69%0.41
P 86
275 LF 12 CPEP @ 0.50%
P 87
34 LF 12" CPEP @ 0.50%
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
NORTH GRADING AND
DRAINAGE PLAN
7
3
3
13
2
30
16 SE
57
44 CV
C9
CD
O
.89 I
.75 O
J
.03
.09
I
3%
05/04/2017
PAGE:
C3.1
SHEET: OF:
9 43
M
R-393009