HomeMy WebLinkAboutWWP2703628.51-5/8" O.D.
ALL CHAIN LINK FENCE
SHALL BE GALVANIZED
1-2/3" O.D. BRACE RAIL
ATTACH TO ALL END, PULL,
GATE AND CORNER POSTS
2-3/8" O.D. 6 GAGE
LINE POST BANDS ® 14"
i
9 GAGE WIRE
CLIPS, 24" O.C.
r- 10' MAX. -�
CHAIN -LINK FENCE
NOT TO SCALE
POST HOLE CONCRETE:
GATE AND END POSTS (2) LINE POSTS (2)
MIN. DEPTH = 54' 48"
MIN. DIAMETER = 18" 18"
MIN. POST EMBEDMENT = 24" 24"
FENCE END 10'
POST
UNIVERSAL TRACK BRACKET
4" O.D. GATE
POST (TYP.)
GATE LATCH
WITH LOCK
6'-0„
,t F
INDUSTRIAL
DOUBLE
WHEEL
CARRIER
SHACKLE ROD
SCHEDULE
SHACKLE
ROD
FITTING
NUMBER
SIZE
125LB 4"
2
3/4"
6"
2
3/4"
8"
2
3/4"
10"
4
3/4"
12"
4
3/4"
250LB 4"
2
3/4"
6"
2
3/4"
8"
2
3/4"
10"
4
3/4"
12"
6
3/4"
PRESSURE GAUGE, SEE
SPECIFICATIONS
Y2" STAINLESS STEEL
2-7/8" O.D. DIAPHRAGM SEAL
END POST Y" STAINLESS STEEL NIPPLE
AS REQUIRED, TYP. OF 3
Y2" STAINLESS STEEL TEE
%" TIE ROD
AT ALL y2" STAINLESS STEEL BALL
CORNER, END, VALVE, TYP. OF 2
GATE AND
PULL POSTS
Y" STAINLESS STEEL
THREADED TAP
PROPOSED
FORCE MAIN
PIPE
PRESSURE GAUGE DETAILS
NOT TO SCALE
NOTES:
1. NOTE: MINIMUM DEPTHS BASED ON IBC GRAVEL(GW) OR
SANDY GRAVEL(GP) SOIL TYPES PER IBC TABLE 1804.2.
2. CONCRETE FOR ALL FOOTINGS SHALL BE WSDOT CLASS 4000.
5" REAR WHEEL WITH BRACKET, TYP.
r 1-" HORIZONTAL TRACK
4" O.D. GATE POST
(TYP.)
I1
I— 10' MAX.
MANUAL CHAIN -LINK ROLL GATE DETAIL
NOT TO SCALE
FITTING
NUT ASSEMBLY
TIE BOLT
SHACKLE ROD DETAIL
NOT TO SCALE
TIC Dnn
TIE BOLTS SHALL BE INSTALLED PER
MANUFACTURER'S WRITTEN
RECOMMENDATIONS
AS REQUIRED
STANDON ADJUSTABLE
PIPE SUPPORT
2"0 GALVANIZED
STEEL PIPE
(2) 5/8"0 SS DRILL AND EPDXY
ANCHOR SYSTEM EQUAL TO HILTI
"HIT C100" WITH SS NUT AND
WASHER, EMBED 4" MINIMUM
VALVE VAULT FLOOR.
VERTICAL PIPE SUPPORT DETAIL
NOT TO SCALE
BAR I 3",
2)"x}2" BRACKETS T&B, 8'
O.C. MAX. VERTICAL
SPACING
NOTES:
1. LADDER SHALL BE ALUMINUM.
2. LADDER MUST MEET CONSTRUCTION
REQUIREMENTS OF ANSI A14.3
PIPE
HATCH CURB
C
ELE
TRANSITION TO PVC
BELOW GRADE
TRFNIru
3" WELDED SS
J JJ Clr"L
LANGE
WET WELL PASSIVE VENT DETAILS
NOT TO SCALE
TRENCH WIDTH PER
WSDOT SS 2-09.4
PIPE ZONE BACKFILL PER
WSDOT SS 7-08.3(3)
RAVEL BACKFILL FOR PIPE ZONE BEDDING PER
ISDOT SS 9-03.12(3)
PIPE ZONE BEDDING
0
STRINGERS, FB 2)�"M" LADDER RAILS, PUNCH
TO RECEIVE RUNGS
TYP o
CONCRETE WALL/RISER
TYP
3/16"
18" 7" MIN. -
or,d
1" DIA. RUNGS, EQUALLY SPACED
VERTICALLY ® 12" O.C.
PLAN
TYPICA
12" 1
2"
i I d
TYP.1 1 d
PROFILE
L LADDER DETAIL
NOT TO SCALE
NOT TO SCALE
ADDITIONAL
_/BRACKETS AT TOP
ION
" CONCRETE ANCHORS,
(TYP.)
IN LIEU OF TOP DIAGONAL, EXTEND
RAILS AND BEND 3" AT FLOOR.
SECURE WITH -8" CONCRETE
ANCHORS
Y ENTIRE LENGTH
4.25" DIA. 1/8"
MIN. THICKNESS
1 /8" MIN.
THICKNESS
2" SQUARE
_ 1" DIA SOLID METAL STOCK,
LENGTH AS REQUIRED
%" SET SCREW
<2.25" INSIDE MEASUREMENT
2.25" DEPTH
OPERATING NUT EXTENSION
NOT TO SCALE
VALVE BOX BASE, PER CITY
OF RENTON STANDARD
INSTALL VALVE PLUMB AND
VERTICAL. PRETEST CLUSTERS
PRIOR TO INSTALLATION.
GATE OR ECCENTRIC PLUG VALVE
(GATE VALVE SHOWN), (FLXFL) N\
FOR PVC, PROVIDE VAN —STONE STYLE
FLANGE ADAPTER (FLxS). INSTALL PER
MANUFACTURER'S RECOMMENDATION.
SURFACE FINISH PER PLAN ISOLATIO
VARIES
SEE VALVE
BOX DETAIL
BACKFILL AROUND
VALVE WITH COMPACTED
CRUSHED ROCK
PROVIDE 4" THICK
CONCRETE SUPPORT
BLOCK UNDER VALVE, TYP
N VALVE DETAIL
NOT TO SCALE
PROVIDE 6" OF CSTC
COMPACTED TO FIRM AND
UNYIELDING CONDITIONS.
CDF TRENCH DAM
NATIVE SOIL CONDITIONS UNKNOWN, CONTRACTOR SHALL
BE RESPONSIBLE FOR TRENCH STABILITY AND SAFETY.
I BACKFILL AND MECHANICALLY COMPACT (6" LIFTS)
IMPORTED SELECT BACKFILL TO 95% OF THE MODIFIED
PROCTOR
16727
,CISTB,
SIGNED. 05123112
��8C73TE4��
`SIONAL l
SIGNED. 05123112
0
0 �=
y
Uj
0
a
I—
W
0
j
z
a
W
RH2 ENGINEERING, INC.
http://www.rh2.com
mailbox&Q.com 1.800.720.8052
TRACER / LOCATOR TAPE BELLINGHAM 360.676.083E
o
454 West Horton Road
o--o +
IJ BOTHELL a2s.951.54M
22722 29th Drive SE, Suite 210
I EAST
WENATCHEE 509.886.290(,
18" F"— 18„ 300 Simon Street, Suite 5
( PIPE ZONE BEDDING AND RICHLAND 509.946.518=
BACKFILL PER DETAIL 114 Columbia Point Drive, Suite C
SANITARY SEWER MAIN
EXCAVATE UNSUITABLE MATERIAL AND PROVIDE 2021 NW DALE 36p.810 7961
_ I 021 NW Mhyre Rd, Suite 107
FOUNDATION MATERIAL CLASS A CONFORMING TO WSDOT
SS 9-03.17 COMPACTED TO A UNIFORMLY DENSE AND TACOMA 253.272.305E
12" MAX. UNYIELDING FOUNDATION, WHEN UNSUITABLE MATERIAL IS 621 Pacific Avenue Suite 104
1 ENCOUNTERED AND AS DIRECTED BY THE ENGINEER
SCALE: SHOWN
12"
KEY CDF TRENCH DAM INTO 12" „
OF NATIVE 0 1 2
PIPE OD + 16" DRAWING IS NOT TO SCALE
PIPE OD + 24" IF BAR IS NOT 2" LONG
MINIMUM AND MAXIMUM RECORD DRAWING PLOT: 1 DWG NO.
WIDTH AT PIPE ZONE REVISED TO CONFORM ENGINEER: DEB CO3
TRENCH DETAIL TO CON TRUCTIO RECORDS
REVIEWED: EH
SHEET N0.
S 362805
NOT TO SCALE
04/25/12
DATE: Jul 16, 2013
RH2
RING INC.
DATE
ouENT: REN
Al
REVISED TO CONFORM TO CONSTRUCTION RECORDS
AHF
EH
04/25/13
JOB NO.: 112-033
717
NO.
REVISION
BY
REVIEW
DATE
FILENAME: LIBHS—D—DET.DWG
a