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FUTURE ROCK WALL
PLAN VIEW
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16" x 8" TEE (MJxFL)
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8" GATE VALVE (FLxMJ)
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L.F. — 8" D.I. 'TEMPORARY BY—PASS VYATER LINE
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CONSTRUCTION SEQUENCING NOTES
PROVIDE CONSTRUCTION FENCING AROUND ALL EXCAVATIONS.
INSTALL DEAD-MAN BLOCKS ON EXISTNG 16" WATERLINE
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EXIST 16" WATER
FUTURE ROCK WALL
PLAN VIEW
NO SCALE
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16" x 8" TEE (MJxFL)
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8" GATE VALVE (FLxMJ)
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(TYPICAL FOR OTHER SIDE)
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EXIST 16" WATER
FUTURE ROCK WALL
PLAN VIEW
NO SCALE
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16" x 8" TEE (MJxFL)
L
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8" GATE VALVE (FLxMJ)
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(TYPICAL FOR OTHER SIDE)
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4 T V. --EXISTfNGi GRAVEL CART PATH I
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— — — ----- — — — — — — — — — — — — -
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T. V. 7v
120
L.F. — 8" D.I. 'TEMPORARY BY—PASS VYATER LINE
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EXISTING FENCE
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CONSTRUCTION SEQUENCING NOTES
PROVIDE CONSTRUCTION FENCING AROUND ALL EXCAVATIONS.
INSTALL DEAD-MAN BLOCKS ON EXISTNG 16" WATERLINE
ALLOW 3-DAY CURING TIME FOR CONCRETE
INSTALL NEW 8" D.I. BY-PASS LINE ON TOP OF EXISTING 'GROUND
USING VICTAULIC COUPLING FOR PIPE JOINT RESTRAINTS OR
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OTHER APPROVED METHODS
MAPLE VALLEY HIGHWAY
EXISTING GROUND EL. = 70'±
WATERLINE 16' EL. = 66 69'
POWER g,� �--, &I. I&
R 4' DIA. GRAY PVC EL. - ,
PHONE 4' DIA WHITE PVC EL.
PLACE CONCRETE
16"PIPE AGAINST UNDISTURBED
N — L EARTH BOTH FACES
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V�� - 3'
CUT AND CAP EXISTING 16" WATER LINE AND SHACKLE CAPS
TO DEAD-MAN BLOCKS
AS-BoiLTNOTES
T.V. 2- DIA WHITE PVC EL. = 63,,59'
(-(NJITE- ELEVATIONS AT TOP OF PIPES)
INSTALL 16"x 8" TEE AND VALVES AND CONNECT TO BY-PASS LINE
:NSTALL
cars SACK
NEW 16" D.I. PIPE IN STEEL CASING, VERTICAL BENDS,
AND TEMPORARY END CAPS AND BLOW-OFFS.
PRESSURE TEST NEW PIPE, DISINFECT AND OBTAIN PURITY TESTS.
SHACKLE RODS __ DA
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[AS REQUIRED) 3000 PSI MIN
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6 - SHACKLE RODS
PLAN VIEWFOR 1 PIPE
REMOVE TEMPORARY CAPS AND CONNECT TO EXISTING 16' WATER,
CLOSE NEW 8" GATE VALVES AND INSTALL 8" MJ PLUGS.
REMOVE ALL TEMPORARY PIPE.
RESTORATION REQUIREMENTS
EXISTING BOX CULVERT
4 REBAR 12" D.C. EACH WAY
ENTER IN CONCRETE
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THE UPPER 12 INCHES OF THE FAIRWAY SHALL BE RESTORED WITH
CLEAN WELL DRAINING SAND SIZED MATERIAL, MAXIMUM PARTICLE
SIZE OF 1/4 INCH. NATIVE SOIL FROM EXCAVATION WILL BE ACCEPTED
IF IT MEETS THE,ABOVE MATERIAL DESCRIPTION.
THE FAIRWAY SHALL BE COMPACTED AND GRADED LEVEL WITH THE
ADJACENT GROUND. THE GROUND MAY BE LEFT BARE.
FUTURE CREEK CROSS-SECTION
TYPICAL CONCRETE DEADMAN ANCHOR
CART PATH SHALL BE RESTORED WITH GRAVEL TO MATCH EXISTING.
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2•
rl.I�TIN. GROUND
(i CHANNEL
EXISTING GROUND AS REQ�D
5.4• 5' 0. 4.0 1 zo• 1 2-0' 4.0' OR ROCK
�LACEMENT
10*
— — —
AW 5' 5.4•
'�-5/8_ MINUS CRUSHED
GRAVEL BACKFILL�H&�
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EXISTING GROUND
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3-MAN ROCKS, TYP.. a LF
VARY DIA ETER OF VAR LES.
ROCK TO MATCH SEE
EXISTING GROUND PROFILE
2
12" VG. DLP I H
NATIVE FILL
MATERIAL, TYP_
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STREAMBED GRAVEL, 6 1
12" DEPTH.
12" SLEEVE (Mi)
SPE61W", PROVISIONS
SPECIFICATIONS
Iff IMPERVIOUS LAYER.
SEE SPECIAL PROVISIONS
FOR SPECIFICATIONS
12" SLEEVE (1,U)
SHACKLE RODS
(TYPICAL)
2.5
EXISTING
6 -3/4"
(TYPICAL)
CONCRETE DEAD-MAN BLOCK
CALL BEFORE YOU DIG (SEE DETAIL)
CONCRETE DEAD-MAN BLOCK
(SEE DETAIL)
16"- D
48 HOUR LOCATOR
16- 45' BEND (MJxMJ)
APPROVED
W- 45' BEND (RJxM4) CASING INSULATOR
1-800-424-5555 STEEL PER PIPE SECTION (TYPICAL)
llFq (�32 L1 -2i.- W- EL CASING
16- 45• BEND (RJ%MJ)
BY.Q��d DATE 1-4-18
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SEAL PIPE END TO CASING WITH CASCADE SYSTEM
CASING END SEAL OR EoujvALENT (TYPICAL) :1, 42 L.F. OF 16" D.I. RESTRAINED JOINT PIPE
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