SW6220201_Plansheet - SCM Detail_20220510 (6)

BRICK SUPPORT
ON EACH SIDE
OF PIPE
ING TO BE EXPOSED
a \\�
a 2.
O V d A A
1" a nG a n a a
...........
TAMPED BACKFILL
VALVE NUT ONLY
MECHANICAL JOINT
WITH GRIP RING
l--1
H
uiu nr �a" Tuacenrn
BRASS PIPE NIPPLE 2" DIA
RICK TO
OR LONGER TO BRING PIPE
SUPPORT
UP TO FINISHED GRADE
VALVE BOX
=NE�
MIN 18"
CONCRETE BLOCKING
PIPE NIPPLE 2" DIA
MIN. 1/3 C.Y. AT 3000 P.S.I.
6" a
WITH 2" THREADED PORT
NOTE: SEE TYPICAL VALVE BOX DETAIL NTS
FOR BRICK INSTALLATION
1 PERMANENT BLOW -OFF ASSEMBLY
�J
PLAN
ELEVATION OA
CAST IRON
++
++ I� +
+ + + + A +++++� 11"
+ + M T R +
++++ ++++
++++++++++
ISOMETRIC
NTS
5
VALVE BC
6"-8" EXCESS
LOOPED IN BOX
TRACER WIRE
NOTE: NO. 1
DRILL HOLE
METER BOX DETAIL FOR 3/4" SERVICE
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[
III —III —III —I
I,7.I I 11=1 11
—VALVE BOX
P.V.C. PIPELINE
0
TRACER WIRE TO BE LAID __GATE VALVE
UNDERNEATH WATER LINE
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 NTS
BRASS SCREW TO THE VALVE BOX.
9 TYPICAL TRACER WIRE INSTALLATION
AS SHOWN PRECAST CONCRETE STEAMER
EDGE CONNECTION
ON PLANS PROTECTION RING
OF
ROAD
2 1/2" HOSE 1011
CONNECTION
U
6" G.V. & BACKFILL—a
C. I. BOX V1
6" WATER STONE N
LINE (7 C.F. MIN.) a
DO (D
m I
N
BLOCKING
4-3/4" TIE RODS WITH BRACKETS (SEE NOTE)
6" HYDRANT TEE WEEP HOLE TO
(SEE DETAIL) NOTE: REMAIN OPEN
_
TIE HYDRANT TO MAIN LINE 2 —0
W/TIE RODS IN LIEW OF CONC.
BLOCKING IN SANDY SOIL.
NTS
2 FIRE HYDRANT ASSEMBLY INSTALLATION
LAYI N G
CONDITIONS DESCRIPTION PROJECT USE
TYPE 1
TYPE 2
TYPE 3
EXISTING AS NOTED ON PLANS
ROAD
ROAD SHOULDER
z
z BACKFILL AS
INDICATED
X
p �Z cOQ
N:2 n�
I
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"
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.
NOT USED.
7. CONDUIT MUST EXTEND PAST PROPOSED SIDEWALK.
FLAT BOTTOMED UNDISTURBED EARTH
TRENCH. BACKFILL LIGHTLY
>-
CONSOLIDATED TO CENTERLINE
~
w
OF PIPE.
wZ
a—
O J
1' R/W
6'
PIPE BEDDED IN 4" MININUM ALL DUCTILE
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)
TYPE 4
j�\ \\/
PIPE BEDDED TO ITS CENTERLINE
/\
\
++++++++++++++++++
+ + +
+ + +
+
\/
\
IN COMPACTED GRANULAR MATERIAL
+
4" MIN. UNDER PIPE. COMPACTED
/\
\
+++++
+++
\
\//
GRANULAR OR SAND MATERIAL TO
j\
+++++
+++
\\
4"ABOVE TOP OF PIPE.
\\
+ + +
r r _ r + +
\
(APPROX. 95% STANDARD PROCTOR,
AASHTO T-99)
TYPE 5
6 TYPICAL LAYING CONDITIONS
Uj
1' FROM EDGE OF ROW o
D_
o_
i METER BOX LID, CAST IRON
ALL PVC WATER
LINE AND PVC
FORCE MAIN.
ALL PVC GRAVITY
SEWER LINE.
Lj STREET
WATERMAIN
12" MIN
=TERS SHOULD BE r
H
INSTALLED 3' OFF w w
PROPERTY LINE CL z
OJ
CL
0� SINGLE 3/4" SERVICES
NTS NTS
7 TYP. DOMESTIC WATER SERVICE DETAIL
9„
D-
w, // ,
0
0
3/4 Inch Gate Valve
Z n Required on
Customer side
g 3 X 18" Within 12 inches of
SERVICE LINE BR SS NIPPLE the Meter Box
Do
FROM STREET
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
DUCTIL
TOBE STORMSEWER�
PIPE PLUS O.D. PLUS
2'-0" OR AS SHOWN
ON PLANS.
NTS
11 TYPICAL STORM SEWER CROSSING DETAIL
FINISHED GRADE
° 2"
4
4
G d a ° _,— BACKFILL TO EDGE
d A a °
° —
'
III -III - -III'
PRECAST CONCRETE
PROTECTION RING
J z
Q Z
W
O N
N Q
VALVE BOX
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 SHc
ON THE THRUST BLOCKING SCHEDULE.
6" MIN.
A
X MIN.1 /3 C.Y. AT 3000 P.S.I.
PLAN BENDS
O OR LESS
24" MIN. — 12" O 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 1910-426-6777 fax [phone] License number I C-2354
www.4D site solutions.com
IN,
0 S S Ord,. •�j i
SEA
02
•• G I NE ••: ja���
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
i
N WATER DETAILS
®000000000000
8 THRUST BLOCK DETAIL
NTS
CLIENT
WOODSHIRE HUFF,
LLC
2919 Breezewood Avenue - Suite 100
Fayetteville, North Carolina 28303
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1775
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MARCH 30, 2022
SHEET NUMBER
C-603