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FRP GUARDRAIL
SEE DETAIL
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m
c�
A N oZ
S6 I ��-
N V d
O
o FRP LADDER
j PER CIVIL
DWGS
30 °x24° REMOVAB .:
GRATE FOR ACCESS
ROLLED L3x3x1 /4
(TYP)
12' -0 °0 INSIDE DIA
PRECAST GONG
MANHOLE
GRATING SUPPORT
SEE 2 SIM
S6
r
GRATING IrW70 L3x3x1 /4"
1 TYP I~
j 112 "0 SS 316
ADHESIVE
I'L 4 "x6 "x3/8° o ANCHORS ® 6"
W/ 4" EMBED
R 11 °x12 "xt /2° I-11 "� (4) -5/8 "0 SS 316
ADHESIVE
ANCHORS W/ 6"
EMBED
STILL WELL
SEE CIVIL DWGS
GRAI NG SUPPORT
SEE 5 --__
BEA CONNECTION
SEE 3
S6 TYP
I {
TYP
GRATING PLAN
SCALE: 1/2" = 1' -0"
PRECAST CONC
WET WELL,
e
D
NON- SHRINK
GRATING SUPPORT DETAIL 2
SCALE: 1° = 1' -0° S6
R011�rilLL
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
FRP GRATING
1 1/2"
D
D'2 0
(2) -3/4 "0 SS MB
e W10
1/4
SECTION
Kennedy /Jenks Consultants
32001 32nd Avenue South, Suite 100
Federal Way, WA 98001
Ph. 253 - 835 -6400
Fax 253 - 952 -3435
SHEAR
T1, TYP
o
J
EL 322.50 A'
C Pf
BEAM TO BEAM CONNECTION SCHEDULE
BEAM SIZE, BM
SHEAR PLATE
SHEAR PLATE
RETRACTABLE
FRP LADDER
WELD SIZE, W1
PER CIVIL DWGS
W10x
3/8"
5/16°
(2) 7/8 "0
12' -0" INSIDE DIA
PRECAST CONIC
MANHOLE
SEE
FIXED FR P
' a
n`-
it LADDER
1
T /BEAM EL 312.00
PER CIVIL
I DWGS
S6
o
a
a
6
BEAM TO BEAM CONNECTION SCHEDULE
BEAM SIZE, BM
SHEAR PLATE
SHEAR PLATE
NUMBER AND SIZE
THICKNESS, T1
WELD SIZE, W1
OF A325 -X BOLTS
W10x
3/8"
5/16°
(2) 7/8 "0
BEAM CONNECTION DETAIL 3
SCALE: NTS S6
RECORD DRAWING
REVISION
y'.
SECTION A -A
SCALE: 1/2" = 1' -0"
(2) -1/2 "0 SS
BOLTS
FRP POST
FRP TOE BOARD
L6 "x6 "x1 /2"
(2)B -7/8 "0 SS
SUBGRADE PREP
SEE CIVIL DWGS
cV
CONNECTION DETAIL 4
SCALE: NTS (S6)
RECORD DRAWING
Theme Record Drawings have been prepartl bored an iMamatico proided
by the contractor an othae. Kanned� /JeJo CoreNtmde Me not vaH'ed the
acoumry or eampNtmeee of ildometion pralded to tMm and does not
warred the acawary or compbteeae of Mese Record Drawings. Were of
Dese Record Drawings assume all risk of I es reeuhting from their see.
save
NOTES:
1. ALL METAL IN WET WELL SHALL BE 316 STAINLESS
STEEL.
2. ALL BEAMS ARE TO BE FRP.
1- 3/4 "x1- 3/4 "x1 /8"
SQ FRP GUARDRAILS
2- 1/8 "x2 -1/8 "x3/16"
SO FRP POST
SPACE POSTS
N 6' -0" MAX
U
ro N
M o
M
r —
I
I
4 — J
S6 SS W10
GUARDRAIL DETAIL ri
SCALE: 1 1/2" = 1' -0" 56
1/4" SS PLATE
FLUSH W/ TOP OF
GRATING
GRATING
A
GRATING SUPPORT DETAIL 5
SCALE: NTS S6
24" 18" 12"
6" 0 1'
2'
3' 4'
Hilo i
!.i
i
SCALE: 12 " =1' -0"
12' 6" 0 1' 2'
FRP GUARDRAIL
SEE
FIXED FR P
it LADDER
1
PER CIVIL
I DWGS
S6
o
0
0
FRP
iT
Co
GRATING
711
00
00
GRATING SUPPORT
0o
W10x33 SEE
2
S6
cc
0
0
0
0
0
0
y'.
SECTION A -A
SCALE: 1/2" = 1' -0"
(2) -1/2 "0 SS
BOLTS
FRP POST
FRP TOE BOARD
L6 "x6 "x1 /2"
(2)B -7/8 "0 SS
SUBGRADE PREP
SEE CIVIL DWGS
cV
CONNECTION DETAIL 4
SCALE: NTS (S6)
RECORD DRAWING
Theme Record Drawings have been prepartl bored an iMamatico proided
by the contractor an othae. Kanned� /JeJo CoreNtmde Me not vaH'ed the
acoumry or eampNtmeee of ildometion pralded to tMm and does not
warred the acawary or compbteeae of Mese Record Drawings. Were of
Dese Record Drawings assume all risk of I es reeuhting from their see.
save
NOTES:
1. ALL METAL IN WET WELL SHALL BE 316 STAINLESS
STEEL.
2. ALL BEAMS ARE TO BE FRP.
1- 3/4 "x1- 3/4 "x1 /8"
SQ FRP GUARDRAILS
2- 1/8 "x2 -1/8 "x3/16"
SO FRP POST
SPACE POSTS
N 6' -0" MAX
U
ro N
M o
M
r —
I
I
4 — J
S6 SS W10
GUARDRAIL DETAIL ri
SCALE: 1 1/2" = 1' -0" 56
1/4" SS PLATE
FLUSH W/ TOP OF
GRATING
GRATING
A
GRATING SUPPORT DETAIL 5
SCALE: NTS S6
24" 18" 12"
6" 0 1'
2'
3' 4'
Hilo i
!.i
il i
SCALE: 12 " =1' -0"
12' 6" 0 1' 2'
iYN�11�f11BIHr7i
a o ecc
� CITY 0 E STONEGATE
Er xaexaaw xn hem
1/2 " -1 —o" �� s LIFT STATION REPLACEMENT
amain: R E N TO N
Er WET WELL
OL8 "�� DATUM Planning /Budding /Public Works Dept. PLAN, SECTIONS, AND DETAILS
a¢ci¢o:
,,ppeS� SWE KagI y
06 -11 -2010