SW6220101_Plansheet - Misc. Detail_20220119 (4)

TO BE EXPOSED\
ECHANICAL JOINT
TH GRIP RING
nNE
MIN 18"
BRICK SUPPORT
ON EACH SIDE
OF PIPE
2" °
a
........... d MIM 6" d'
TAMPED BACKFILL
uiu nr 7d" Tuarnnm
BRASS PIPE NIPPLE 2" DIA
RICK TO OR LONGER TO BRING PIPE
SUPPORT UP TO FINISHED GRADE
VALVE BOX
el
CONCRETE BLOCKING
PIPE NIPPLE 2" DIA MIN. 1/3 C.Y. AT 3000 P.S.I.
COUPLING
WITH 2" THREADED PORT
NOTE: SEE TYPICAL VALVE BOX DETAIL NTS
FOR BRICK INSTALLATION
PLAN
ELEVATION AO
24"xl8" RFrTANVrl ii OD
V/
0
CAST IRON
+ + + + + + + + + +
+ + + + + + 11"
+ + + M T R + + +
+ + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
16 3/4"
ISOMETRIC
NTS
5
VALVE BC
EXCESS
LOOPED IN BOX
TRACER WIRE
NOTE: NO. 1
DRILL HOLE
METER BOX DETAIL FOR 3/4" SERVICE
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NOTE:
AT PIPE INTERSECTIONS, MULTIPLE
VALVES, RUN WIRE UP AT ONLY
ONE VALVE.
SINGLE 12 AWG SOLID CORE WIR
PLACE EMPTY VALVE BOX AT INTERVALS WHERE
VALVES DO NOT OCCUR & PLACE TRACER WIRE
IN BC"
PRECAST CONCRETE PROTECTI
-FINISHED GRA[
BOX
P.V.C. PIPELINE
0 GATE VALVE
TRACER WIRE TO BE LAID
UNDERNEATH WATER LINE _MASONRY BLOCK
NOTES:
1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"—B" 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 NTS
BRASS SCREW TO THE VALVE BOX.
9 TYPICAL TRACER WIRE INSTALLATION
AS SHOWN PRECAST CONCRETE STEAMER
EDGE CONNECTION
OF ON PLANS PROTECTION RING
ROAD
2 1/2" HOSE 01
CONNECTION
W
6" G.V. & BACKFILL a
U
C. I. BOX
6" WATER STONE N
LINE (7 C.F. MIN.) Q
ry
M
m I
d N
BLOCKING
(SEE NOTE)
4-3/4" TIE RODS WITH BRACKETS ..
6" HYDRANT TEE WEEP HOLE TO
NOTE:
(SEE DETAIL) REMAIN OPEN 1.)TIE HYDRANT TO MAIN LINE MASONRY BLOCK 2'-0"
W/TIE RODS IN LIEW OF CONC.
BLOCKING IN SANDY SOIL.
2.)MECHANICAL JOINTS USED WITH GRIP RINGS
NTS
2 FIRE HYDRANT ASSEMBLY INSTALLATION
LAYI N G
CONDITIONS DESCRIPTION PROJECT USE
TYPE 1
TYPE 2
TYPE 3
TYPE 4
EXISTING AS NOTED ON PLANS
ROAD
ROAD SHOULDER
z
z BACKFILL AS
INDICATED
X
p �Z COQ
Nr72
M
NEW WATER LINE 45° BEND 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. + 18" FOR PIPES UNDER 33" O.D.
NOTE: PIPE O.D. + 24" FOR PIPES 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
NTS
3 TYPICAL WATER SERVICE CONNECTION
FLAT BOTTOM UNDISTURBED NOT USED.
EARTH TRENCH, LOOSE BACKFILL
NOTES:
1. INSTALL METER AT R/W
2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED
INSIDE A 2 SLEEVE.
3. "TWO (2)-l" SERVICE LINES MUST BE INSTALLED
INSIDE A 3" SLEEVE."
4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
5. SEE DETAIL FOR SERVICE MATERIAL AND METER
SETTING
6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE
OF DITCHES.
FLAT BOTTOMED UNDISTURBED EARTH NOT USED.
7. CONDUIT MUST EXTEND PAST PREPOSED SIDEWALK.
TRENCH. BACKFILL LIGHTLY
>_
CONSOLIDATED TO CENTERLINE
~
LU w
OF PIPE.
wZ
IL_
O J
1' R/W
6'
PIPE BEDDED IN 4" MININUM ALL DUCTILE
3'MIN
JOB EXCAVATED MATERIAL. IRON GRAVITY
SIDEWALK
BACKFILL LIGHTLY CONSOLIDATED SEWER LINE.
TO TOP OF PIPE.
2" PVC SLEEVE W/ 3/4" CARRIER
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)
PIPE BEDDED TO ITS CENTERLINE
+++++++ + ++++++\/
++`++
IN COMPACTED GRANULAR MATERIAL
+++`+
+ ` +
+ +
�j
4" MIN. UNDER PIPE. COMPACTED
GRANULAR OR SAND MATERIAL TO
+++
+ +
+++++ ++++++.
%
4"ABOVE TOP OF PIPE.
+ + . \ \+\
+
(APPROX. 959 STANDARD PROCTOR,
(AO9
TYPE 5
6 TYPICAL LAYING CONDITIONS
1' FROM EDGE OF ROW o
D_
0_
i METER BOX LID, CAST IRON
STREET
ALL PVC WATER WATERMAIN
LINE AND PVC
FORCE MAIN. 12" MIN 0 SINGLE 3/4" SERVICES
R/W
METERS SHOULD BE >-
INSTALLED 3' OFF W w
PROPERTY LINE ILz
OJ
X
CL
ALL PVC GRAVITY
SEWER LINE.
NTS NTS
7 TYP. DOMESTIC WATER SERVICE DETAIL
9>
Of
W
0
U
M
3/4 Inch Gate Valve
Z Required on
Customer side
2 3 " X 18" Within 12 inches of
SERVICE LINE - B SS NIPPLE the Meter Box
FROM STREET
d
METER SETTER
CENTERED
IN BOX METER TO BE INSTALLED P.R.V. Location down stream of the cut-off valve
BRICK SUPPORT
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED METER SETTER WITH
DOUBLE CHECK VALVE
2. INCLUDE STONE IN PRICE OF METER BOX. (BACKFLOW PREVENTER)
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
NTS
10 TYPICAL 3/4" METER BOX INSTALLATION
ENCASEMENT
DUCTII
TOBE STORMSEWER�
PIPE PLUS O.D. PLUS
2'-0" OR AS SHOWN
ON PLANS.
NTS
11 TYPICAL STORM SEWER CROSSING DETAIL
FINISHED GRADE
° 2„
1"� ° _,— BACKFILL TO EDGE
n
d ° a a °
PRECAST CONCRETE I I III —III— -IIII I
PROTECTION RING
J z
Q Z
W
O N
N Q
VALVE BOX J
VALVE OPERATOR NUT
NTS
4 TYPICAL VALVE BOX DETAIL
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED E
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 SHf
ON THE THRUST BLOCKING SCHEDULE.
x
d
e .
6" MIN.
X MIN.1/3 C.Y. AT 3000 P.S.I.
PLAN BENDS
J" 0 OR LESS
24" MIN. — 12" 0 OR LESS
X
HYDRANT TEE
PLAN TEES
18" MIN.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax I 910-426-5777 license number I C-2354
wwwAD site solutions.com
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
�� WATER DETAILS
000000000000
8 THRUST BLOCK DETAIL
NTS
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
JANUARY 17, 2022
SHEET NUMBER
C-6m3