HomeMy WebLinkAboutS-22631A- 13' -8" 22" -
DRYWELL
WETWFLL INTAKE
3" SCH 80 PVC
NOT TO BE USED,
I \
I PLUGGED AT \ DRYWELL EXHAUST � WETWELL
DRYWELL INTAKE POLLARD
8" SCH CL, OR C SCH 80 OR
C900 PVC j C900 P`✓C
} WETWELL EXHAUST
3" SCH 80 PVC
A
M
} EXHAUST AND WATER
2 -0 SERVICE BOLLARD 1" PE WATER SERVICE
} �I
r -- - 3 0' /
I
NTAKE BOLLARD J � 2' -0"
VENTILATION PLAN
1" = 3' -0„
PVC 90
INTAKE LOUVER. SEE PVC 90 EXHAUST BOLLARD
EXHAUST BOLLARD BRING WET AND DRY WELL VENT L
DETAIL CALLOUTS AND PIPING UP INTO BOLLARD AND EXHAUST LOUVER
REINFORCING. TERMINATE WITH_90' KILL THROUGH LOUVERS.
INTAKE BOLLARD 3' -6"
DRYWELL I
2 �6 „ 7 V 0 �. -T�—
3' -4” II II
DRYWELL
Q Q
x w
w
0
WETWELL
(2) 120V SUMP PUMPS. EACH MIN 45
GPM AT 10' HEAD. PLUMB TO WET WELL
WITH 1%" PVC INCLUDING CHECK VALVE
AND BALL VALVE. PROVIDE A UNION ON
EACH STRAIGHT RUN. SECURE PIPE TO
- - ! WALL WITH CLIPS. SET TO RUN AS LEAD
AND LAG. PUMPS EQUAL TO PACO
MODEL PIP 7010.
26" 3' SCH 80 PVC
SECURE PIPE TO WALL. WITH I f
STAINLESS STEEL HARDWARE. 3 1
X/ EQUALLY SPACED.
3" SCH 80 PVC
11' -0" /
0 0 o c
CD
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w z w ?
WETWELL INTAKE WETWELL EXHAUST
1" = 3' -0"
1" = S -O'
EXHAUST BC
12" DEPTH OF STRUCTURAI
COMPACTED TO 95% DEI
120V EXHAUST DUCT FAN. SIZE
TO PROVIDE 400 GEM AT 1/2"
H2O PRESSURE. PROVIDE BLADE
GUARD SCREEN OVER INLET.
VNUL a tLEVATION
1' = 3' -0"
EXHAUST LOUVER. 12 "x12"
LADDER
2" FIBERGLASS SQUARE TUBE
INTERMEDIATE POST.
ANCHOR TO LANDING
WITH POST STAND.
f/
LANDING GRATING
1 J
ANGLE CLIP UNDER BEAM
VENTILATION ELEVATIviv �SCHARGE.° SECURE UTOO PUMP
4 "x4 "xt /4" FRP WIDE
1" = 3' -0"
WELL WALL WITH SS CLIPS.
BOLLARD
FLANGE BEAM
8" PVC DRY WELL EXHAUST
MANUFT BRACKE
(5) #4 REBAR
BILCO "LADDER -UP"
7
LOOP Q 12° O.C.
SYSTEM. INSTALL PER MANUFACTURER'S
WITH NON - CORROSIVE
l
HARDWARE.
PROVIDE BOTTOM HINGE
2" X 2" SQUARE ALUMINUM
21°
RAILS WITH 1" DIAMETER
SS PADLOCK HASP #4 VERT @
NON -SKID RUNGS
CENTER LADDER ON
12" O.C. E.W.
ACCESS HATCH
-
112° RVC CONDUIT TO
3/4" REDUCED PRESSURE
6" MIN
VAULT, USED FOR FREEZE
DOUBLE CHECK VALVE
--t
PROTECTION HEAT TAPE
ASSEMBLY
_
ALL EXPOSED CORNERS.
/V
20'
WITHOUT INTERFERENCE TO HATCH, CORE DRILL LID
1 DRY WELL LADDER ;Y
3/4" BRASS 6" MIN
1/8" SS ACCESS
HOSE BIB
HATCH PLATE
4' 46°
W
2 UNEXPOSED
U
W
SS HINGES
a I
1. SUPPORT RP -DCVA
NECESSARY FOR RIGID
31
INSTALLATION.
2. PROVIDE ALL CLEA JANCES
REQUIRED FOR CROSS
CONNECTION CONTROL
EQUIPMENT.
3 PROVIDE PADLOCK
II
26" 3' SCH 80 PVC
SECURE PIPE TO WALL. WITH I f
STAINLESS STEEL HARDWARE. 3 1
X/ EQUALLY SPACED.
3" SCH 80 PVC
11' -0" /
0 0 o c
CD
� c
w z w ?
WETWELL INTAKE WETWELL EXHAUST
1" = 3' -0"
1" = S -O'
EXHAUST BC
12" DEPTH OF STRUCTURAI
COMPACTED TO 95% DEI
120V EXHAUST DUCT FAN. SIZE
TO PROVIDE 400 GEM AT 1/2"
H2O PRESSURE. PROVIDE BLADE
GUARD SCREEN OVER INLET.
VNUL a tLEVATION
1' = 3' -0"
EXHAUST LOUVER. 12 "x12"
LADDER
2" FIBERGLASS SQUARE TUBE
INTERMEDIATE POST.
ANCHOR TO LANDING
WITH POST STAND.
f/
LANDING GRATING
STAINLESS STEEL, MIN 14 go
ANGLE CLIP UNDER BEAM
(0.075 ") CONSTRUCTION.
4 "x4 "xt /4" FRP WIDE
SIGHTPROOF, VANDALPROOF,
SUPPORT BRACKET
BIRDSCREEN.
FLANGE BEAM
t 18'
MANUFT BRACKE
UNI -HOIST WAIL SLEEVE. IDENTICAL TO CITY'S EXISTING
BILCO "LADDER -UP"
7
EXTENDER. ALUMINUM
SYSTEM. INSTALL PER MANUFACTURER'S
WITH NON - CORROSIVE
HARDWARE.
PROVIDE BOTTOM HINGE
2" X 2" SQUARE ALUMINUM
MOUNTED ALUMINUM ACCESS ALUMINUM LADDER FROM
RAILS WITH 1" DIAMETER
DOOR. VAULT MANUFACTURER.
NON -SKID RUNGS
CENTER LADDER ON
RAILING
ACCESS HATCH
t
GRATING
VAULT
ANCHOR TO FLOOR
CONCRETE BOLLARD. CHAMFER
_
ALL EXPOSED CORNERS.
r'
3" PVC WET WELL EXHAUST
WITHOUT INTERFERENCE TO HATCH, CORE DRILL LID
1 DRY WELL LADDER ;Y
CITY STANDARD KEY. r -
EXHAUST AND WATER SERVICE BOLLARD SECTIONS ," PE WATER SERVICE
1" = V -0"
1" = 3' -0„
�,r I
I
ANGLE BRACKET
\ (TYP) }
_GRATING PLAN
LANDING NOTES;
1. ALL FASTENERS TO BE EITHER FRP OR
STAINLESS STEEL
2. LANDING TO BE CONSTRUCTED TO SUPPORT
200 psf DISTRIBUTED AND 600 lb POINT
TOTAL LIVE LOADS
RAILING (TYP) -f
FRP ANGLE CLIP
PORT FOR BEAM
(TYP)
FRP B
1.5 "x1.5" FRP GRATING. 3
PANELS. ANCHOR PANELS TO
BEAMS WITH SS HOLDDOWN
CLIPS AND BOLTS. MIN 4 CLIPS
PER PANEL.
112" SS THREADED ROD
EPDXIED IN WTH HILTI "HIT
100 ". BACK WITH GROUT.
ATTACH RAILING- WITH SUPPORT PLATES AND
ANCHOR BOLTS, MINIMUM OF TWO BOLTS PER
END. BOLTS TO BE 3/8" SS DRILL AND EPDXY
ANCHOR EQUAL TO HILT] "HIT C100 ", ALL SS
HARDWARE, EMBED 4" MINIMUM. NOTCH WALL
AS NECESSARY TO PROVIDE FLAT MOUNTING
SURFACE.
ACCESS HATCH
WET WELL LID
193.33'
I' BILCO "LADDER-UP"
EXTENDER. ALUMINUM
} WITH NON- CORROSIVE
BOTTOM OBLIQUE
!ffJ %1 j
NO SCALE
5442631A
LADDER
2" FIBERGLASS SQUARE TUBE
INTERMEDIATE POST.
ANCHOR TO LANDING
WITH POST STAND.
f/
LANDING GRATING
ANGLE CLIP UNDER BEAM
MARK MILLER
4 "x4 "xt /4" FRP WIDE
f 12
(TYPICAL)
12"
FLANGE BEAM
t 18'
3"x3 %1 /4" FRP ANGLE
UNI -HOIST WAIL SLEEVE. IDENTICAL TO CITY'S EXISTING
7
(TYPICAL 5)
SYSTEM. INSTALL PER MANUFACTURER'S
RAILING
RECOMMENDATION. COORDINATE WITH CITY FOR
DEMONSTRATION OF PROPER OPERATION. INSTALLATION
t
MUST NOT INTERFERE WITH HATCH OPERATION. IF
LADDER
SLEEVE CANNOT BE INSTALLED IN ACCESS OPENING
WITHOUT INTERFERENCE TO HATCH, CORE DRILL LID
AND INSTALL MAX 12" BACK FROM OPENING.
�,r I
I
ANGLE BRACKET
\ (TYP) }
_GRATING PLAN
LANDING NOTES;
1. ALL FASTENERS TO BE EITHER FRP OR
STAINLESS STEEL
2. LANDING TO BE CONSTRUCTED TO SUPPORT
200 psf DISTRIBUTED AND 600 lb POINT
TOTAL LIVE LOADS
RAILING (TYP) -f
FRP ANGLE CLIP
PORT FOR BEAM
(TYP)
FRP B
1.5 "x1.5" FRP GRATING. 3
PANELS. ANCHOR PANELS TO
BEAMS WITH SS HOLDDOWN
CLIPS AND BOLTS. MIN 4 CLIPS
PER PANEL.
112" SS THREADED ROD
EPDXIED IN WTH HILTI "HIT
100 ". BACK WITH GROUT.
ATTACH RAILING- WITH SUPPORT PLATES AND
ANCHOR BOLTS, MINIMUM OF TWO BOLTS PER
END. BOLTS TO BE 3/8" SS DRILL AND EPDXY
ANCHOR EQUAL TO HILT] "HIT C100 ", ALL SS
HARDWARE, EMBED 4" MINIMUM. NOTCH WALL
AS NECESSARY TO PROVIDE FLAT MOUNTING
SURFACE.
ACCESS HATCH
WET WELL LID
193.33'
I' BILCO "LADDER-UP"
EXTENDER. ALUMINUM
} WITH NON- CORROSIVE
BOTTOM OBLIQUE
!ffJ %1 j
NO SCALE
5442631A
HARDWARE.
7' -8°
LN
0.� +� �
■
WET WELL LADDER
1" = S -0„
LADDER
2" FIBERGLASS SQUARE TUBE
INTERMEDIATE POST.
ANCHOR TO LANDING
WITH POST STAND.
f/
LANDING GRATING
REVISED TO CONFORi 7
TO CONSTRUCTION RECORDS
MARK MILLER
10/24/00
f 12
DATE
12"
t 18'
LANDING BEAM
HARDWARE.
7' -8°
LN
0.� +� �
■
WET WELL LADDER
1" = S -0„
REVISED TO CONFORi 7
TO CONSTRUCTION RECORDS
MARK MILLER
10/24/00
RH2 ENGINEERING INC.
DATE
RAILING DETAIL
1" = S -0"
C,
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