HomeMy WebLinkAboutS-206304A _
C14
B
s°
®7 -Y2" O.C. TOP
AND BOTTOM
OBLIQUE VIEW
a2°
#3 8" ® 7 -11' Q.C. TOP & BOTTOM
t pe
C74 SECTION
(3) #5 7 -Y2° ® 2 -Yl 0_C., TWO LOCATIONS
92"
92"
r (2) #3 3" 11 ® 4 -Y2" O.C., TWO LOCATIONS
CB4 SECTION
17°
/- (12) #4 8 "1® APPROX. 18" O.C.
DRILL AND EPDXY (HILTI HIT OR EQ.) INTO
72" INSIDE DIA. PRECAST CONCRETE PIPE
WALL BELOW. CENTER IN WALL.
L B.
1
2'
3 " -0° - 2" 0 PIPE RAIL
1° CHAMFER AT 10' 3 #5 ® 10" O.C. CONT. 10" CORNERS (PP.) {23.Sp' 4' -8" � � F 23.50' rm
#5 x 3' -0"
® 10" O.C. VERT.
#5 ® 10° O.C. CONT. - - -• - •
ATTACH ANGLE TO CONCRETE WITH TWO RAMSET /REDHEAD TRUBOLT WW1242
a 1" DIA. WEEP 3" CLR H0302 STAINLESS STEEL EXPANSION BOLTS OR EQUAL, TYP., (4) LOCATIONS.
HOLE ® 5' -0" O.C. (TYP.) I PLACE BOLTS AT 31/4" O.C., CENTERED ABOUT BEAM C.L AT FACE OF WALL
PROVIDE MIN. 4'4" EDGE DISTANCE (CENTER OF BOLT TO EDGE OF ANGLE)_
REINFORCEMENT NOTES: •
MINIMUM REINFORCEMENT SPLICE LENGTH FOR #5 BAR = 36 INCHES 3 _8" 4' -0"
MINIMUM CONCRETE COVER - EXPOSED TO EARTH = 3 INCHES #5 x 5' -0° - ' y 1' -4' �I V -4° z
® 10° O.C. VET2T. ATTACH TOP LEG OF ANGLE TO BOTTOM FLANGE OF
MINIMUM CONCRETE COVER - INTERIOR WALL = 1Yz INCHES - BEAM WITH TWO 4'e" DIA. A304 STAINLESS STEEL
#5 BENT BAR ®12° 0 C TOP
• -- - ! BOLTS, TYP., (4) LOCATIONS. PROVIDE MIN. 44" EDGE
•
DISTANCE (CENTER OF BOLT TO EDGE OF ANGLE).
6' -5" #5 ® 10° O.C_ CONT-
3"
ALTERNATE TOP & BOTT.
1" DIA. WEEP Typ� - • / °
HOLE ® 5' -0° 0_C_
#5 BENT BAR ® 12" O.C. TOP t • -� d /
o /
#5 ® 10" O.C. CONT. - - 4 " -0" /
ALTERNATE TOP & BOTT. -
Z SECTION /
C73 / I
v_
I
- I
i
5 -10" /
Y SECTION
/ BEAM SEAT: EXTREN 625 FRP L 3X3X4'e
C13 / BY 7 ", TYP OF TWO. TRIM PORTION OF /
-0" LEG WHICH EXTENDS BEYOND BEAM. /
BEAM SEAT: EXTREN 625 FRP L 3X3X -% BY 6 ", TYP OF /
14-Y2"
,.. ., „° F�
G SECTION
C14
REVISED TO CONFORM
PROPOSED LIFT STATION TO CONSTRUCTION RECORDS
COVER REINFORCING
RO ENGINEERING P.S. DATE
1 = 2 —D°
WWI -i� -2003
p H.
ti<
� 9 F
q 15727
•�.cy��e6ISTE4`�"�ti SIGNED:
ONAL' 10109192
EXPIRES 8/2/96
j I j j I j I I I j I 1 I I I I I I 1
/ TWO. TRIM PORTION OF LEG WHICH EXTENDS BEYOND BEAM. /
-•
/
PROPOSED CAST -IN -PLACE CONCRETE LIFT STATION COVER WITH
- - -�
/
OPENING FOR ACCESS HATCH, 8' -0° X 8' -0 °, 12" THICKNESS,
APPROX VOLUME = 1.5 CY. fc = 3000 PSI, MINIMUM CLEAR
COVER FOR REINFORCEMENT = 1 -1/2 °. PLACE 10 MIL VAPOR
/ /
CHEMGRATE FIBERGLASS REINFORCED PLASTIC GRATE,
BARRIER BENEATH SLAB WHERE IN DIRECT CONTACT WITH GROUND.
/
i�h "XIV, "X6 ". CUT TO 184'x" WIDE (TO INCLUDE
(4) FULL CROSS BARS) AND CUT LENGTH TO FIT EDGE OF
WET WELL WITH 1/2 CLEAR BETWEEN EDGE OF GRATE AND
92"
—
FACE OF CONCRETE.
13 8 -Y2" F___] @ 8 -Y2° O.C. TOP & BOTTOM
_
_
I
ATTACH GRATE TO BEAMS WITH (6) 1" WIDE 16 GA. STAINLESS STEEL
' '•� -• .•' '• °••• ."
W 6X6XY2 FIBERGLASS REINFORCED
-
"SADDLE- TYPE' CHEMGRATE CLIPS OR EQUAL. USE ONE 10- 24X-W'
_
PLASTIC BEAMS, MMFG EXTREN 625
A304 STAINLESS STEEL ROUNDHEAD BOLT, LOCK NUT, AND WASHER
OR EQUAL. CUT LENGTH TO FIT.
EACH CLIP. PLACE THREE CLIPS AT OUTSIDE EDGE OF EACH BEAM:
SECTION
CB4
�
ONE AT EACH END AND ONE AT CENTER OF BEAM, AS SHOWN.
1" = 2' -0"
1' -0 �'e j-- L
72" DIA. CONCRETE MANHOLE RISER
�{ 1 -3"
i
32063
EXISTING 72" DIA: CONCRETE MANHOLE,
CONNECT TO PROPOSED CONCRETE MANHOLE
RISER AS SHOWN ON DETAIL C, DWG. NO. C04
FIBERGLASS GRATING
PLAN
SCHEDULE B ONLY
1„ = 2' -0„
- - - -- --
p H.
ti<
� 9 F
q 15727
•�.cy��e6ISTE4`�"�ti SIGNED:
ONAL' 10109192
EXPIRES 8/2/96
j I j j I j I I I j I 1 I I I I I I 1