HomeMy WebLinkAboutS-05130Dw
REMOVE & REPLACE 5
EX. ALLEY PAVEMENT 36
BENCH MARK
CHISLED SQUARE AT BACK OF WALK
AT NE QUADRANT INT. OF N. BROOKS
AND FACTORY
ELEV. 37.04
12 -5 -95 12 -6 -95 12 -6 -95 12 -7 -95 RI TYPE II 42" 12 - -8 -95
6r PVC 4.10 6"PVC 4.10 6"PVC 5.10 fi'PVC 3.70 RIM 35.02 6 pVC 4.50 F
IE 28.42 N 8"
CONNECTION ELEV. 30.65 CONNECTION ELEV. 30.24 CONNECTION ELEV. 30.42 CONNECTION ELEV. 30.31 IE 27.67 S 12" CONNECTION ELEV. 31.30
TEE ELEV. 28.50 TEE ELEV_ 28.88 1018 N 2ND ST TEE ELEV. 29.18 PARK AVENUE NORTH TEE ELEV. 29.88 P I N G IE 27.04 E 12" TEE ELEV. 30.46 TEE LT 12 +47 TEE LT 12 +81 2 TEE LT 13 +44 M7C TEE LT 14 +65 fE 26.97 W 12 TEE LT 16 +39 N 3683.14 1 �~ B T 2 o c�1 1010 N 2ND ST cf) 1 11 N 2ND ST �'47 PARK AVE N 145 PARK AVE p 215 PARK AVE N 211 PARK AVE N 12 6 -95 E 4268.78 W �� 12 7 5
Cyr" A1oN
J N w 4 3 COp ECTION ELEV. 30.72 S WCUT STREET = W 2 0 NECTION ELEV. 30.51 10 9 = w
w TEE ELEV. 28.47 P VEMENT & PATCH 1 4 W ARE OF ROBABL TEE ELEV. 29.93 Q =
= 36 36 � , 1 -8 -95 E cn
- Q, cn TEE 1 LT 12 +98 BURT D UN ERG UN TEE LT 14 +77 Q
w A 13 +85 0 ~ a_ CAB NV ECTION ELEV. 30.57 CB TYPE I w Lii
w CIP C RB N W 54" MH #D -6 to - NEV i D END RIM 36.07
SET MH #D -5 I v D 14 +79 T E ELEV. 30.29 IE 32.75 N 8"
12 -6 -95 z T E LT 15 +83
0 h z STOR 12 -7 -95 IE 32.75 S 8
n } CONC. IE 32.82 W 4"
GRA EL HOUSE HOUSE Y N = BLDG = EC CURB REMOVE & RE LACE BOT 31.1
3' CL GARAGE/
ARAG STA 2 75 Iw SMH 54 CW w EX. ALLEY PA EMENT 31
b
L NEW 54 :4 MH IM 35.00 i D m m U z 5' CL "GA
#p_ \ a m 29.52 N o O " `° `° N CONC.
GRAVEL U: ^- ¢ d P I ti R,
cD A /c WAI k _ _ ,
U
Q
12 +00
&G RAS
GRASS
w
CONC.
2
S MH
J
-
-
°m
-
n
1'
GRAVE
.03--1
GARAG
-
CB
QUI
GDW
a RI
0
0_
¢
RI 33.25
o
❑
12 +6
o
I
cD
a
o IE 1.15
CW
SHED
12 -5 -9
GAR
GE
�J 2
c�
-It
K
ASPHALT
C C
DAR
0
REMOVE & REPLAC
SET MH #D -6
oz
U
h
<
PARKING 1 I
CH
0
n
FEN
E
N
SPEED BUMP &
12 -6 -95
EE RT 12 +28
EE ELEV. 28.42
TRAFFIC SIGNS 6
SSM
54
N W CONC. DRIVEWAYS
I
I
=
I
o
DECK
GARAGE
NEW 8" S
NITARY
RIM 35.85
:ONNECTION ELEV. 30.5
36
RIM
IE
35.14
N/S 8"
& SIDEWALKS REQ'D
2
SEWER
IE W 33.20
"PVC 4.25
BSMT 28.76
.81
S WCUT EX. PAVEMENT
36
REMOVE EX_ CB
6'
CE P II.
IE E 33.05
2 -5 -95
BSMT 28.71
W
REPLACE W/ NEW
F
NCE RIM 34.60'
END
rn
TYPE II CB
IE 28.59
12"
23
24
25
26 13 +8
13
14 IE 30.70
8" 1
16
12 -6- 5
z
BOT 26.0
216 PELLY AVE N
212 PELLY AVE N
208
ELLY AVE N
204 PELLY AVE N
v
M1
N
3683.98
132 PELLY AVE N
12
PELLY AVE N
124/128 P
LLY AVE N
118/120 PELLY
AVE N
E398zn
pryMON j
NEW CUPLEX
NEW DUPL
X
TEE RT 13 +09
RT 13 +46
`
TEE RT 14+96
TEE RT 15 +18
TEE ELEV. 29.01
ELEV. 29.19
TEE ELEV. 29.99
TEE ELEV. 30.19
TEE RT 15 +80
TEE RT 16 +36
CONNECTION ELEV. 30.27
rEE
NNECTION
ELEV. 30.44
PELLY
AVENUE NORTH
CONNECTION ELEV. 31.25
CONNECTION ELEV. 30.94
TEE ELEV. 30.27
TEE ELEV. 30.43
6"PVC 4.35
VC 4.25
IrPVC 3.50
6"PVC 3.50
CONNECTION ELEV. 30.54
CONNECTION ELEV. 31.19
12 -6 -95
-5 -95
PLAN
12 -8 -95
12 -8 -95
6" PVC 3.50
6" PVC 3.30
REFERENCE NOTE
O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY
SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD
PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN # BO 82,
DRAWING # BR 35.
O WHERE MIN. 12" CLEARANCE CANNOT BE MAINTAINED, PROVIDE
ETHIFOAM PAD BETWEEN PIPES
SCALE 1" = 20' 12 -8 -95 �n 12 -8 -95
H- in
w....... ................... ...............................
N O W
^a rn pq ko un t w o �
D o q Of N ?i - O 00 O : : n n cj Z In �-
I� O
04 CY N N (n O U yyy���,,,'N(((/// O W E^ M 17 M -� (o LLJ
JN Z W �Jm��tOp M x NM U <=
N U �Lt U 2
X117 = K ��_ N m��?/ Q (n
_M _ F co w olri w 0) Lo U +4PZv3� W
F UO +� +�dQ+ � +Q CO/NNN(1117p1111 W N Z �Q FLSi� _ N _ �C.D f~/7Q20000 c0M NNN_ (�I < -O iv= PROPOSED GRADE oD x H - w w w
r.,..�...Q�3a -Q c- -OD- ...........: r ............................ ..... ........a- ............W.U).rr -- o' 40
13 +00 14 +00
PROFILE
4�CK D,Qj SCALE 1" = 20' H
A8 -BUILT CERTIFICATION 1" = 5' V
t" I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS
SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY
9 �238s13 ME OR UNDER MY DIRECTION.
EJ(PIIRES B/„/97 F.D. RINGEL L.S. 23613 DATE / zz-9c
b[
aI
MR,� l X71
15 +00
S -0513
RECOMMENDED FOR APPROVAL
PLAN REVIEW DATE
SEWER UTILITY DATE
35
----------------
, SEWER
F: 0 0. •��'���
F ®0.37%
. ......................:........ .. ..... ...... 25
00 W �� of WASti�Sr
H+ F+ H H C) 00�~ 4G''O
(Y J 1p J Of
.:........ W W es V ". .10 ..
...
+ 3: N7 (/) 17084
W W W W
OF' G /STE�?�'
U) (n (O U FS8 /ONAL ENO
W Q w Q W Q w Q
n No NCO N I--,- FJa'IREi 3 /T6 /95
HAMMOND, COLLIER & WADE- CITY OF RENTON
LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
4010 STDNEWAY N. CENTRAL RENTON SEWER REPLACEMENT
SEATTLE. WA 98103 -8090
(206) 632 -2664 UCB "L ALLEY BETWEEN PARK AVE N & PELLY AVE N
FROM STA 12 +00 TO STA 16 +50
DESIGNED: REB DATE: 6/26/95 FILE NAME:
DRAWN: DPH
CHECKED: SCALE: AS NOTED nE BOOK: PAGE
NO. REVISION BY APPR. DATE APPROVED: SHEET: 13 OF: 37
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