SWA000060_(7 )Cameron Woods - Details_10/9/2019

BRASS MARKER PLATE MARKED PLATE
WITH ANCHOR
3/4" CHAMFER AT
M EA. CORNER
V
CAST THE LETTERS "MV" IN
ONE FACE OF THE CONCRETE 4 #3 BARS
MARKER AND ORIENT TOWARD
o THE ROADWAY
ROTATE MARKER TO OTHER END
FOR BLOW -OFF
VALVE NO.
8 1zo
f4" SO. PRECAST CONIC.
POST (4000 P.S.I.) 25 FT.
PLATE WITH VALVE NUMBER,
DIRECTIONAL ARROW -POINTED
TO MARKED VALVE & DISTANCE
TO THE NEAREST FOOT.
TYPICAL VALVE MARKER DETAIL W
NO SCALE 1
NOTES:
PAINT MARKER BLUE AFTER INSTALLATION
THRUST BLOCKING
PE PLASTIC TO PROTECT
TAPPING SLEEVE f '.
TAPPING VALVE
WITH VALVE BOX
EXISTING WATER MAIN
TAPPING SLEEVE SHALL BE ROMAC BRAND
MODEL SST MANUFACTURED WITH 316
STAINLESS STEEL.
NEW WATER MAIN
TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL
NO SCALE
-D GRADE
e e 2„
C
BACKFILL TO EDGE
� IIII—III I I �'
PRECAST CONCRETE
PROTECTION RING
AS SHOWN PRECAST CONCRETE STEAMER
z EDGE CONNECTION
Q w ON PLANS PROTECTION RING
o OF
ROAD
Q 2 1/2" HOSE
CONNECTION —
6" G.V. & BACKFILL-
6" WATER C. I. BOX
LINE STONE
VALVE Box VALVE OPERATOR NUT (7 C.F. MIN.)
TYPICAL VALVE BOX DETAIL(W
NO SCALE 2
/ VALVE BC
6"
LOOPED BOX
PIE IN BOX
PLACE EMPTY VALVE BOX AT INTERVALS WHERE
iACER WIRE
R
VALVES DO NOT OCCUR & PLACE TRACER WIRE
IN BOX.
NOTE: NO. 1
DRILL HOLE
IN VALVE BOX
PRECAST
CONCRETE PROTECTION RING
FOR TRAC WIR
BACH
t
FINISHED GRADE
NOTE:
AT PIPE INTERSECTIONS, MULTIPLE
VALVES, RUN WIRE UP AT ONLY
ONE VALVE.
SINGLE 12 AWG SOLID CORE WIR
BOX
P.V.C. PIPELINE
ij//\J�—GATE VALVE
TRACER WIRE TO BE LAID
UNDERNEATH WATER LINE "'.' ' __MASONRY BLOCK
TYPICAL TRACER WIRE INSTALLATION DETAIL
NO SCALE
NOTES:
1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-8" EXCESS
2. PLACE TRACER WIRE IN VALVE BOX AT 1,000" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL.
3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A
BRASS SCREW TO THE VALVE BOX.
BRICK SUPPORT
ON EACH SIDE :.
OF PIPE
TO BE
ae...
e 2"
aA..
e
1" a s
r °°
(-
VALVE BOX
THREADED
COUPLING
RE REA.."::,.TAMPED
BACKFILL :;1):`
VALVE NUT ONLY
ECHANICAL JOINT
"
WITH GRIP RING
BRASS PIPE NIPPLE 2" DIA
RICK TO OR LONGER TO BRING PIPE
SUPPORT UP TO FINISHED GRADE
THREADED
VALVE BOX
PIPE NIPPLE
MIN 18"
PIPE NIPPLE 2" DIA
< 4:
MIN. 1/3 C.Y. AT 3000 P.S.I.
. A
MASONRY BLOCK
END CAP
WITH 2" THREADED PORT
TYPICAL
PERMANENT BLOW -OFF ASSEMBLY
DETAIL W
NO SCALE
4
NOTE: SEE TYPICAL VALVE BOX DETAIL
FOR BRICK INSTALLATION
I
0
w
U
a
V)
Q
DO
CONIC. N
BLOCKING
(SEE NOTE)
WEEP HOLE TO
6" HYDRANT TEE 4-3/4" TIE RODS WITH BRACKETS
(SEE DETAIL)
NOTE: MASONRY BLOCK
1 .)TIE HYDRANT TO MAIN LINE
W/TIE RODS IN LIEW OF CONC.
BLOCKING IN SANDY SOIL.
2.)MECHANICAL JOINTS USED WITH GRIP RINGS
TYPICAL FIRE HYDRANT INSTALLATION DETAIL
NO SCALE
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEI
FAIRLY DRY, THUS MAKING THE CONCRETE WEDC
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED
3. NO CONCRETE SHALL COVER ANY BOLTS OR GLA
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL. POLYETHYLENE PRIOR TO POURINC
BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHI
ON THE THRUST BLOCKING SCHEDULE.
MIN.1/3 C.Y. AT 3000 P.S.I. HYDRANT TEE
PLAN TEES
PLAN BENDS
18" MIN.
f
01 1n
En
J" 0 OR LESS �f
24" MIN. - 12" 0 OR LESS
a��►_ll�til9��
PIPE
90' BEND
45' BEND
221/2BEND
11/4' BEND
TEE
PLUG
SIZE
A TB
A
B
A
B
A
B
A
B
C
D
4"
8"
12"
8»
B.
6"
6"
6"
6"
B"
9"
10"
16"
6"
10"
12"
8"
10"
8'
8"
8"
8"
10"
10"
12"
18"
8"
15"
13"
10"
10"
8"
8"
8"
8"
10"
12"
12"
24"
10"
16"
14"
10"
12"
6"
10"1
6"
10"
1 11"
14"
1 14"
25"
12"
20"
16"
12"
14"
18"
12"
1 8"
12"
1 14"
16"
16"
30"
14"
22"
1 18"
14"
16"
1 10"
1 14"
1 10"
1 14"
1 16"
1 18"
18"
1 34"
16"
26"
1 20"
16"
18"
1 12"
1 16"
1 12"
1 16"
1 18"
1 20"
20"
1 36"
TYPICAL THRUST BLOCK DETAIL W
NO SCALE
A
S-0"
SPIDERS SUPPORT CARRIER PIPE IN CASING
ENCLOS ENDS WITH
B" BRICK MASONRY
�2" BEVEL
UNE CARRIER PIPE
BOLTS
CARRIER PIPE
(SPIDER SIZE DETEW
SIZE OF STEEL CASK
INNER PIPE.)
STEEL CASING PIPE J
WFSLOPE TO DRAIN
2" WEEP HOLE
DUTY
SKIDS (4)
SECTION "A"
vTr.1�
a
ig
TYPICAL BORING & JACKING DETAILKW
NO SCALE 8
nLE IRONN
Q F
d a
12" 12"
w
'I /SAW CUT IXIST. PAVEMENT
N av EXIT. ` IXIST. PAVi.
Op OQapp°gip R�p°p OOpp°o pppOQ r 10" STONE MEETING N.C.D.O.T. SPECIFICATIONS
°oa°oao°oo°° opoQao p0°°Op i COMPACTED T00100 % MAXIMUM DRY DENSITY
( o
I NOTES:
1. PAVEMENT SHALL BE CUT TO TRUE LINE AND
REMOVED BEFORE TRENCH IS CUT.
2. STONE AND PAVEMENT TO BE PLACED WITH LEAST
INTERFERENCE TO TRAFFIC.
NEW COMPACTED BACKFILL 3. STABILIZED AGGREGATE TO BE SECURED FROM AN
PIPE
APPROVED QUARRY.
( 4. ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE
WITH N.C.D.O.T. SPECIFICATIONS.
PIPE O.D. PLUS 18" FOR PIPES UNDER 33" O.D.
PIPE O.D. PLUS 24" FOR PIPES OVER 33" O.D.
TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL
NO SCALE
NOTES:
1.
INSTALL METER AT R/W
2.
"TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED
INSIDE A 2 SLEEVE.
r
3.
(2)-1" SERVICE LINES MUST BE INSTALLED
I"TWO
INSIDE A 3" SLEEVE.'
w
w
4.
SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
EL
z
5.
SEE DETAIL FOR SERVICE MATERIAL AND METER
0
J
SETTING
a
6.
SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE
OF DITCHES.
7.
CONDUIT MUST EXTEND PAST PREPOSED SIDEWALK.
1'
R/W
SIDEWALK
2" PVC SLEEVE W/ 3/4" CARRIER
1� SINGLE 3/4" SERVICES
METERS SHOULD BE,/}
F_
INSTALLED 3' OFF w w
PROPERTY LINE a J
0
CY
a
TYPICAL DOMESTIC WATER SERVICE INSTALLATION DETAIL
NO SCALE
EXISTING AS NOTED ON PLANS
ROAD
� ROAD SHOULDER
z BACKFILL AS
INDICATED
z•
II N� M�
1�
45' BEND
NEW WATER LINE SERVICE LINE TO
CORPORATION METER CONNECTION
COCK—A.Y. MCDONALD OR EQUAL
SERVICE SADDLE — A.Y. MCDONALD OR EQUAL
STYLE HINGED 3891 FOR 3/4'
SERVICE SADDLE — A.Y. MCDONALD OR EQUAL
TRENCH WIDTH
PIPE O.D. + 18I " FOR PIPES UNDER 33" O.D.
NOTE: PPE O.D. + 24 FOR PPES OVER 33" O.D.
1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE,
45- BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN
MAKING A COMPLETE SERVICE CONNECTION.
2. SERVICE PIPING TO BE 3/4" SDR-9 PE TUBING
3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
TYPICAL WATER SERVICE CONNECTION
USING TAPPING SADDLE DETAIL W
NO SCALE 1 3
LAYI N G
CONDITIONS DESCRIPTION
O PIPE BEDDED IN MININUM
JOB EXCAVATED MATERIAL.
BACKFILL LIGHTLY CONSOLIDATED
TO TOP OF PIPE.
TYPE 3
PIPE BEDDED IN SAND, GRANULAR
MATERIAL OR GRADED GRAVEL TO
THE DEPTH OF 1/8 PIPE DIAMETER,
4" MIN. JOB EXCAVATED MATERIAL
COMPACTED TO 4" ABOVE TOP OF PIPE.
(APPROX. 95% STANDARD PROCTOR,
AASHTO T-99)
TYPE 4
TYPICAL LAYING CONDITIONS DETAIL W
NO SCALE 1 1
PROJECT USE
ALL DUCTILE
IRON GRAVITY
SEWER LINE.
ALL PVC WATER
LINE AND PVC
FORCE MAIN.
Of
1' FROM EDGE OF ROW a
0
o_
METER BOX LID, CAST IRON
w 9
0
U
3/4 Inch Go to Volve
Z R,q,u,d o�
Cato__ ,de
3 X 18° With 12 ���ne� 01
SERVICE LINE B SS NIPPLE me Mete: eox
FROM STREET
A.
METER SETTER
CENTERED
IN BOX METER -0 BE INSTALLED \IRV L,c,t,,, down 1 the c,t—o11 valve
BRICK SUPPORT
METER SETTER WITH
DOUBLE CHECK VALVE
1. METER AND PRIVATE SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED (BACKFLOW PREVENTER)
2. INCLUDE STONE IN PRICE OF METER BOX.
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
TYPICAL 3/4" METER SETTER INSTALLATION DETAIL
NO SCALE 4
V
PLAN
18
ELEVATION AO
a
24"x 18" R—TA K-1 ii AD
V/
ISOMETRIC
24
18"
IRON
+ + + + + + + + + +
+ + + + + 11"
+ + + + + + +M�T�R + + ++ ++
+
++
+ + + + + + + + + +
16 3/4"
TYPICAL METER BOX DETAIL FOR 3/4" SERVICE
NO SCALE
9/04/2019
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2
DATE:
04.01.17
SCALE:
1 "=80'
DESIGNED::
SWB
CHECKED.
SWB
DRAWN:
SWJ
APPROVED:
IDG LLC
SHEET:
7
7
of
CAD FILE:
CAMERON
PROJECT NO:
2019.02