HomeMy WebLinkAboutS-3275071
Alb 'R- 32510
SCANNED fIfMT 2 R 2005
5 -vrz 01
w - 52-7501
R L U 7' 0 L AN&
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PVI STA =1 +47
-
°o O
In PVI ELEV = 331.26
+ n 350
H
W
35
VER-T
=
w
a
F\`
W
B#8 - TYPE
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R
�I
VER
ICA
CURE
o
v
PVI
STA =5 +00
TA. 5 +50.0,
16' LT
°
--
°
_
+
PVI
LEV = 336.0
IM: 340.x.
zs
345
34 °
L
w
T
n
W
-
A.D.
= 6.66
�-
I�
w
IE 3
0.734.
f°
°
°
= 30.03
ROLE ® P
OPOSED C.L.
m
m
>
2
y
W
i
sss.s
°
340
U® A
34 o
n
-
-
359.2
w
STA. 11=51.
TYPE I
W
v
If I
335
W3
NMH
A ry
w
33
_ 5
-
2.4
%
SAN SEWER
HE
(STD. 4a_
..
1:34%
- - --
- - - --
-
��
R
_
A'
z d
RIM: 351,.!Q.,,5-
3
-
o
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^y
33
4+2E
12
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330
TEE
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—
325
32
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r7
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W
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32
P.X'ND M
r�
M M
7 W M v
320
S
Q y
3
2 +00
2 +50 3 +00 3 +50
STA 2 +79 (SEWER MAIN)
4+00 4 +50 5 +00 5 +50
6 +00 6 +50
!/ - v_
L /� n
C' a
N � �
U !� c
F°I
m'
-
1 +00 STA 1 +05.6, 5' RT.
SET OVER EXIST. 8" PVC
RIM: 332.'�k 5
IE: 313:3'- (1VEW;-Ej ITZ2 -n-r)
IE: 3*7 tM ( ) EEJ/
31T.12 E nt PVI STA = 7 +00
- - -STA 3 +84:6, 5 RT NE 21 ST)
SAN SEWER MH #2 (SD. MH, 48") PROFILE - NE 21st ST./GLENWOOD AVE. NE
SCALE.' HORIZ: 1 " = 20'
RIM: 334.5.34 VERT.' 1" -- 5'
IE: 325.1 (8" PVC. W)& E)32A.GG
-.. 324.36
a,
ftE .E
q,r `o
a
PVI ELEV = 352.00 HIGH PT.
A.D. = 10.21 200.0' STA 7 +56.71.
k = 19.59 VERTICAL CURVE SSD - 150' ELEV 350.27
10'-0'_ 10' 0"
2' 0' 2• -0'
0 0
RFmn
EXIST. PVIMT. ,
g
s
350 + 1 0 °
345 W ��
- -- - -__ - - =- EXISTING IIAVEMENT
Z > - -- - --
350 °
rE
- 345
STA 8 O8
PB.u. N
J CONNECT
b
u
C
yQ
SRI .�
340 0
TO EX.
FLUG
�.1a a
—9—u
340 6'
FACE of WR77CAL CURB
° SET
PLAN VIEW
W 6 RIM: 3 moo ?
335 o IE: Ni7W. N s s.2/ 335
m W + IE X., S)-3 . 3 N. D. C. B. U.
SAN SEWER MH 5 SD. MH 48" CONTRAC 0 TO CONFIRM 16" 2 " ' -0" ' -7 5
CUTLER MODEL CB -15
I- W RIM: 346:6.. 54 31 . - I OR EQUAL �
Z IE: 8 P, 5
330 — 33z, 1 " 330 —�
_ .0
Z W ,� - ANCHOR BOLT PATTERN
N m n n o PER NDCBU PEDESTAL
TEMPLATE, I N
do amlim
01
325
6 +00 6 +50 7
+00 7 +50 8 +00
PROFILE - NE 21st ST. /GLENWIOOD AVM. ATE
SCALE. HORIZ. 1" = 20'
32 rj EXPANSION JOINT 3 /8" x FULL DEPTH I b
8 +50 6••� /
In
f....
a_
a
o
VERT.' 1., 5'
`p
m
6' EXPANSION JOINT•
5"f 0.02 Fr. /FT.
0.05 Fr.� 2 Ft I e':
►— 'r DEMENT CONPREIE
SIDEWALK
I
SIDE VIEW
As- B u I L.T NEIGHBORHOOD DELIVERY &
RECOMMENDED FOR APP�i6VAL COLLECTION BOX UNIT FRONT VIEW
Q�fZ FIEL17 SURVE�j RY
o
k NOTE: TOP OF LIP AT DRIVEWAYS.
J. J /
WASH FC Br.' �V
-� DATE.- 10 2 6
�.�6 �`
Mr- -P'P, GILPf1Pr^l f�SS(�. N.D. C.B. U) INSTALLATION
%�LI'D�n (((��� NOT TO SCALE LUA 04 -�09
�J,O.lM�� yam•
/VU"J
DEPARTMENT 3 of R BLNTON
y�
PROFILES Of. DETAILS
CONCRETE VERTICAL CURB AND GUTTER
y BY.' � �OT"Va DA T €' _�
ENGINEER:
JAEGER ENGINEERING
KENNYDALE COURT
CURB DETAIL
NOT TO SCALE
t 2074 �� i
F �GlsrE� ��4 BY.• I DATE: o L(o
\ I
SS /ONAL EaG 1,��`
EXPIRES: 3 1 2006 BY.• DATE. ,
1. REVISED PER CITY REVIEW 8 -12 -05 9419 south 204th Place
� Ken t, WA. 98031
Phone No. (253) 850 -0934
NO. REVISION BY APPR. DATE � Fox No. (253) 850 -0155
DESIGNED: JJJ DAiE: 6 120 1D1 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: SEE DETAIL FlDD BCq: PACE
APPROVED: SHEET: OF:
6 1
O
Z
Alb 'R- 32510
SCANNED fIfMT 2 R 2005
5 -vrz 01
w - 52-7501
R L U 7' 0 L AN&
■ ■