HomeMy WebLinkAboutS-298708EDGE OF PAVEMENT
EXISTING TELEPHONE VAULT.
`\ DO NOT DISTURB.
�A
EXISTING POWER POLE. DO NOT ayA
DISTURB.
EXISTING CONTROL PANEL.
DO NOT DISTURB.
EXISTING CONCRETE PAD
EXISTING VENTS.
DO NOT DISTURB.
EXISTING BRICK WALL. DO NOT DISTURB.
EXISTING WATER BOX. DO
NOT DISTURB.
r /J•
I
R
TEMPORARY CONSTRUCTION FENCE TO
PROVIDE SECURITY AND SAFETY DURING
CONSTRUCTION.
-. EXISTING 96" INSIDE DIAMETER
CONCRETE MANHOLE.
EXISTING BELOW GRADE LIFT
✓` STATION.
R
EXISTING STEEL VESSEL.
EXISTING SITE PLAN
1 ' -5'
PROPOSED SITE PLAN
t' : 5'
M
n }
EXISTING ACCESS HATCH
TRAFFIC LANE MUST REMAIN OPEN AT ALL
TIMES AFTER WORKING HOURS. SHORT
DELAYS ALLOWED FOR CONSTRUCTION AS
APPROVED ' BY OWNER.
MATCH ELEVATION TO E
CONCRET
J SAWCUT ASPHALT TO ASSIST
IN REMOVAL OF MANHOLE
/ LID. REPAVE AFTER
MANHOLE LID IS REPLACED.
rnnr nr n A ►irur►it
SLOPE FOR DRAINAGE
TOP OF WET WELL LID TO BE LEVEL
WITH TOP OF CONCRETE SLAB
EXPANSION JOINT
EXISTING GRADE �� ..
r � �' 4 -° v � ° •- 4 _ °' mil
EXISTING CONCRETE PAD
NATIVE MATERIAL
SUPPORT EXISTING SOIL
FROM UNDERMINING
EXISTING STEEL VESSEL.
EXISTING LADDER
4IHOIST.
4STURB.
I -HOLE
I yr xL. I lU"- W I IMA 1 LU I J i nl%,n. rtLMOVE
AND DISPOSE OF TOP SLAB.
2 #5 T&B; ADDL BARS
TYP RST #509 T &B A
CO3
1
KEY NOTES
1 MANHOLE ACCESS HATCHES TO
BE DOUBLE LEAF, ALUMINUM
DIAMOND PLATE, WITH CAPTIVE
BOLTS EQUAL TO LW PRODUCTS
COMPANY, INC. TYPE HD WITH
ALL STAINLESS STEEL HARDWARE
AND FASTENERS. DOORS LOCK IN
VERTICAL POSITION MAiHWT
MOVEMENT, SPRING OR PISTON
ASSIST OPENING, ODOR
RESISTANT GASKET, MILL FINISH,
RECESSED HASP COVERED WITH
HINGED LID. HATCHES SHALL BE
LW PRODUCTS OR BILCO. NO
SUBSTITUTIONS. THE ENTIRE
ACCESS HATCH SHALL BE
H- 20(AASHTO) RATED.
1"-2" CLEAR FROM TUBE
TO EDGE OF HATCH
1 #5 Tk6 EXTEND 2' -0'
7° CENTERLINE LADDER RUNG TO BEYOND OPENING TYP 4 SIDES
EDGE OF HATCH OPENING OR 1"
MIN CLEAR TO STEEL TUBE.
PROPOSED MANHOLE TOP PLAN
EXISTING WATER BOX.
PROPOSED ALUMINUM ACCESS 1
HATCH LW HD -3 (36 "x36 ") OR
EQUAL.
#509" EW T &B
PROPOSED PRECAST
WET WELL LID
C• " - .y • ' r - w AS REQUIRED
(16" ASSUMED)
i Y
PROPOSED MANHOLE PROFILE o,
112 1
ROLL 2 0.�
f FZ
GROUT AS REQUIRED FOR
UNIFORM BEARING
160
EXISTING CONCRETE MANHOLE
EXISTING MANHOLE TOP
EXISTING RISER
rvic^nun nnuvnnr nnv
1 Ill r" T.wAllI -ral■84
EXISTING STEEL
ENTRANCE TUBE TO
REMAIN.
EXISTING MANHOLE AFTER IMPROVEMENTS
5-298 ?08
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
MARK MILLER. P.E. 1124 /06
RH2 ENGINEERING INC. DATE
Asp
'4 of �'"�►. '�G
2
ts�ss�'
amt.
EXPIRES 3 9
SIGNED. 10112104
mlL
Ir
EWWS 725 200
SICKM 10 42 oOd
y
i
NT
O
0 z
KEY NOTES
1 MANHOLE ACCESS HATCHES TO
BE DOUBLE LEAF, ALUMINUM
DIAMOND PLATE, WITH CAPTIVE
BOLTS EQUAL TO LW PRODUCTS
COMPANY, INC. TYPE HD WITH
ALL STAINLESS STEEL HARDWARE
AND FASTENERS. DOORS LOCK IN
VERTICAL POSITION MAiHWT
MOVEMENT, SPRING OR PISTON
ASSIST OPENING, ODOR
RESISTANT GASKET, MILL FINISH,
RECESSED HASP COVERED WITH
HINGED LID. HATCHES SHALL BE
LW PRODUCTS OR BILCO. NO
SUBSTITUTIONS. THE ENTIRE
ACCESS HATCH SHALL BE
H- 20(AASHTO) RATED.
1"-2" CLEAR FROM TUBE
TO EDGE OF HATCH
1 #5 Tk6 EXTEND 2' -0'
7° CENTERLINE LADDER RUNG TO BEYOND OPENING TYP 4 SIDES
EDGE OF HATCH OPENING OR 1"
MIN CLEAR TO STEEL TUBE.
PROPOSED MANHOLE TOP PLAN
EXISTING WATER BOX.
PROPOSED ALUMINUM ACCESS 1
HATCH LW HD -3 (36 "x36 ") OR
EQUAL.
#509" EW T &B
PROPOSED PRECAST
WET WELL LID
C• " - .y • ' r - w AS REQUIRED
(16" ASSUMED)
i Y
PROPOSED MANHOLE PROFILE o,
112 1
ROLL 2 0.�
f FZ
GROUT AS REQUIRED FOR
UNIFORM BEARING
160
EXISTING CONCRETE MANHOLE
EXISTING MANHOLE TOP
EXISTING RISER
rvic^nun nnuvnnr nnv
1 Ill r" T.wAllI -ral■84
EXISTING STEEL
ENTRANCE TUBE TO
REMAIN.
EXISTING MANHOLE AFTER IMPROVEMENTS
5-298 ?08
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
MARK MILLER. P.E. 1124 /06
RH2 ENGINEERING INC. DATE
Asp
'4 of �'"�►. '�G
2
ts�ss�'
amt.
EXPIRES 3 9
SIGNED. 10112104
mlL
Ir
EWWS 725 200
SICKM 10 42 oOd
y
i
NT
O
0 z
z
a Z
Z
0 .W
Z to a
a
p a U
U) CL
Z L
Lu W
�
� Z J
J =
0 0 W
W
-
� a
a
U)
LL
-Z
W
E N G I N E E R t
tj
PLANNER
SCIENTISM
RI-12 ENGINEERING. INC.
BELLINGHAM OFFICE
BOTH ELL OFFICE
EAST WENATCHEE OFFICE
PORT ORCHARD OFFICE
SCAIE� SHOWN
0 1" 2"
DRAWING IS Nv T TO SCALE
IF BAR IS NOT 2" LONG
PLOT: 20 m
m c NO
E11 WER SMA C
R�YE+MED
oAh JAN 31, 2006 S
SWET W
'A EMT REN 8
we w 102 -036 8
FLS -P- SITEPLAN
;2-9&7o& SCANNED MAY 0 12006
r
N
K
cn
�-3
� p
z
000
G7
r
°z 1�
�i