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B C YD E F
„
30 -0 281 1 1"
7 -
141/2' 20°--0" 4 SPACES ® 60'-0" = 240'-0" -- - 19'-6" r141/ "
2
GIRT LINE j4- I - - i - - - I -- -- I GIRT .LINE I
EXISTING I S BUILDING 10 JO
hi - BM EL 34.65'
cr i.� C30 C500 , � � ` � ��
1 1 I I I I SEE NOTE 1 I I T I i- 6 0 SCH 40 INTAKE PIPE
N N
EXIST BLDG
LINE -
\N _
0 00
I `- `A
�301 C500
GIRT LINE— N /
o Cv
N
O
�IRCL
C JOINTS
\
>� 15 -0„ oc TYP
/SE C
w & NOTE 2. -
30 C 00
-CB
RIM = 32.72'
I INV = 30.22'
I
BUILDING 10-132
34.47' PANEL STORAGE ADDITION
(FINISHED FLOOR EL 34.50')
RAMP DOWN TO
EXIST PAVEMENT
ELEV B
NEW CONC PAVING
C30 C500 B SIM
B SLOPE 2% C30 C500 ~
30 C500
-8"SS - - --- -- 8"SS
d t
I -CAST IRON
r SOIL VENT
EXIST LIFT I" FOR INTCRIOR REROUTING
STATION- OF 4" FIRE LINE, SEG
f�1 G M 3
A co^ INV EXIST
30 C30 '� SS = 21.61 '
IZ
z_7 ._ ------�- - —
MATCH EXIST INV EXIST
A PAVING ELEV SS = 30.04'
- — 8"SD TYP -- - --
C30 C50Timw
CONSTRUCTION JOINT 5'-6"
® ENDS OF BUILDING (REF)
SEE SECT EXIST SD = 30.05'
G
30 C500 -_ `- — _�/ EXISTING CONC PAVING, TYP
6 SD
19
00
I
I I
I
1 I
II
SS PER REFERENCE DRAWING Y-101
x (#310-050 -4010), "STORM AND SANITARY
/ I I SEWER PLAN", 1956
�I
1 - -- -- -- ROOF DRAIN
-I INVERT EL 30.33
'LL- 8" SS LOCATION PER APPROXIMATE FIELD
b LOCATING METHODS
c F Z_-I
li co
cD U- �+ /E% C30 C500 co
L
--w 10"SD 30 C500 — } 12"SD — -�
18'-6" (REF) 2'-6' INV EXIST T
2'-6" REF (REF) SD = 29.39' 12'-6"
( ) I � NEW MANHOLE
INVERT NEW 8"0 SD 29.25
�
-CB FH INVERT EXIST 12"0 SD 29.15 (FIELD VERIFY)
00 RIM = 32.91' D TOP OF MH 33.3(FIELD VERIFY)
INV = 30.41'
to PIV C30 C500 ...t--PIV
lu
�'�---PIV
� L
00 co
SITE PLAN
SCALE: 1"=20'-0"
I II II
I II i�
�1 0 II I�
I i
— 1/4' EXPANDED
METAL GRATE
WELDED TO
INTAKE
(18GA MIN)
I
PLACED 6" CLEAR AND
PARALLEL TO BUILDING
4-1/2"O EXPANSION ANCHORS
11"0x1/2" STL PL FLANGE
CONC FILL EXISTING
GRATE OPENING
TOP OF EXIST
SEWAGE LIFT STATION
IIA - 6
o II II D D
� II I II o
CD II n
II II D
CORE DRILL
EXIST SLAB
SECTION A
1"=1'-0" C O C O
NOTES:
1. PROJECT VERTICAL CONTROL BENCH MARK SET ON TOP OF NORTHEAST CORNER
OF BASE PLATE OF COLUMN WEST OF DOOR NUMBER 55. THEORETICAL ELEVATION
IS 34.65 FEET BASED ON EXISTING DRAWINC.
2. ALIGN CONCRETE PAVING CONTROL JOINTS WITH EXISTING PAVEMENT JOINTS.
Rdm#75510
LEGEND
— -- -- - — 10" F— -- — EXISTING UTILITY
8"SD NEW UTILITY
RECOMMENDED
FOR APPROVAL
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REVISION � APPROVED DATE SYM REVISION BY APPROVED DATE •• •• LAST REVISION YMBOL DATE
_ ❑ AUBURN, WA. 98�01 4Q`� MaN, KJW 8-90
. C (
do ..••••••.•,�'Q �� THIS DESIGN AND/OR CHECKED SITE IJ LAN SHEET
g. f." i ❑ EVERETT, 0 ! o �. SPECIFICATION IS APPROVED LWR 9-90 2
I r:%< ,s�,. .� � .� W A. 98031 � v• � , ` ENGR. LWR 9-90 TITLE CJ0 LOF
❑ K EN T, APPROVED BY DEPT. DATE
z ��
FACILI I IES DEPARTMENT
❑ PORTLAND, OR. 97220
Z CHECKED DEH 1 1 -90 PANEL S 10 �� A G E A D D I T! G N JOB N0. _ ��
i�—� t,/�` ❑ RENTON, WAS 98055,a,�04•� �: APPROVED
.�00907
.�____-II .- -_ _ ______ �_____ __.,••�• • �'. - D U I I .DING 1 U--132 DWG N0.
0 ISSUED FOR CONSTRUCTION LWR SJ[3 1 1120190 ❑ SEATTLE, WA. 9812 •• '''oAlAl •� APPROVED
0.132
W^ 6000 4015 REV. 7/83
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