SW6220805_Plansheet C-6.2 - Misc. Detail_20221019

I 4D
BRICK SUPPORT LAYING FINISHED GRADE site•
OF PIPE
SIDE 0 CONDITIONS DESCRIPTION PROJECT USE AS NOTED ON PLANS a 2 04 �olutions
a
EXISTING ° BACKFILL TO EDGE civil engineering land surveying
ROAD ° ° ° a �— 9� 91 Y 9
ROAD SHOULDER _ d ° ° ° 4 409 Chicago Drive, Suite 112, Fayetteville, NC 28306
MIN I AS" OF 20RECAST CONCRETE p — 1-1 office 910-426-6777 fax [phone] license number I C-2354
RING TO BE EXPOSED PROTECTION RING _ —
_ www.4Dsitesolutions.com
FINISHED GR
e n A e 2"
v a \\ \ _ I I I I I I I I I l i
, < a , // FLAT BOTTOM UNDISTURBED NOT USED. BACKFILL AS
INDICATED PRECAST CONCRETE
° ° Milo 6" \\\ \ j EARTH TRENCH, LOOSE BACKFILL z X PROTECTION RING
1�1 — — — — — — _ — — =1IIII�IIIII- o N� �� � ����uuuu//
-1 I I I � I I I —I I I- I I 1=1 11=1,III— 1=1 I I I � I 11=1 11=1 I III- I I-1 I I I, I 11= /\\ \� ;� J Z ��� cA //,
—III—III' 1=111=111- I=1 1III =III = I I I- j\ / o z ♦\N�' y\ • rfc)
VALVE Box \\//\\//\\//\\//\\//\\//\\//\\//\\//\\// I 45° BEND ~_ U) k r-bS /6 •••
NEW WATER LINE SERVICE LINE TO
THREADED TYPE 1 N • Q
TAMPED BACKFILL COUPLING CORPORATION METER CONNECTION a _ • SEA _
VALVE NUT ONLY --- �--- COCK—A.Y. MCDONALD OR EQUAL
L-A i'
SERVICE SADDLE — A.Y. MCDONALD OR EQUAL
MECHANICAL JOINT STYLE HINGED 3891 FOR 3/4" .•GINE•.•
WITH GRIP RING I� \\� SERVICE SADDLE — A.Y. MCDONALD OR EQUAL �i� • S ••••••�♦♦
BRASS PIPE NIPPLE 2" DIA // TRENCH WIDTH
RICK TO OR LONGER TO BRING PIPE \\ NOT USED.
SUPPORT UP TO FINISHED GRADE // FLAT BOTTOMED UNDISTURBED EARTH PIPE O.D. + 18" FOR PIPES UNDER 33" O.D.
THREADED VALVE BOX \� TRENCH. BACKFILL LIGHTLY PIPE O.D. + 24" FOR PIPES OVER 33" O.D.
PIPE NIPPLE �\ ^'-_ ^ ^
\ �/ CONSOLIDATED TO CENTERLINE NOTE: U �.1j f/�/♦/
\ 1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, VALVE OPERATOR NUT
\\ \ OF PIPE. VALVE BOX
/\ \/ 45- BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN
MIN 18" I PIPE NIPPLE 2" DIARF \\/ / MAKING A COMPLETE SERVICE CONNECTION.
MIN. 1/3 C.Y. AT 3000 P.S.I. /\\/\\/\\/\\/\\/\\ \\ \\/\\/\\� REVISIONS
MASONRY BLOCKLT AP ON PLUC TYPE 2 2. SERVICE PIPING TO BE 3/4" SDR-9 PE TUBING
WITH 2" THREADED PORT 3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
NOTE: SEE TYPICAL VALVE BOX DETAIL NTS NTS NTS
FOR BRICK INSTALLATION
1 PERMANENT BLOW OFF ASSEMBLY ALL DUCTILE 2 TYPICAL WATER SERVICE CONNECTION 3 TYPICAL VALVE BOX DETAIL
/\ \ PIPE BEDDED IN 4" MININUM
j\ �/ IRON GRAVITY
JOB EXCAVATED MATERIAL.
BACKFILL LIGHTLY CONSOLIDATED SEWER LINE.
\\ �/ TO TOP OF PIPE.
TYPE 3
AS SHOWN PRECAST CONCRETE STEAMER THRUST BLOCKING
CONNECTION
EDGE ON PLANS PROTECTION RING
ALL PVC WATER OF EXISTING WATER MAIN
PIPE BEDDED IN SAND, GRANULAR LINE AND PVC ROAD PE PLASTIC TO PROTECT
12" MATERIAL OR GRADED GRAVEL TO FORCE MAIN. TAPPING SLEEVE
/\\\ THE DEPTH OF 1 /8 PIPE DIAMETER, 2 1 /2" HOSE
24"x18" RECTANGULAR\\ 4" MIN. JOB EXCAVATED MATERIAL CONNECTION _
VALVE BOX\\ . COMPACTED TO 4" ABOVE TOP OF PIPE. o
\\}••}}•` °}}+•+} • \\ (APPROX. 95% STANDARD PROCTOR,
w
AAS HTO T-99) w
6" G.V. & BACKFILL"'a_
TYPE 4 C. I. BOX
WATER STONE
LINEa O TAPPING SLEEVE SHALL BE ROMAC BRAND
17" m (7 C.F. MIN.) MODEL SST MANUFACTURED WITH 316
a 4❑O Q STAINLESS STEEL.
ALL PVC GRAVITY En TAPPING VALVE O PROJECT NAME
\�/ PIPE BEDDED TO ITS CENTERLINE N WITH VALVE BOX
\�++++++++++++++++++.\% IN COMPACTED GRANULAR MATERIAL SEWER LINE.
b CONC.
/\ _I BLOCKING
\\ ++4 ++++ \%/ GRANULARORMATERIALED TO4-3/4" TIE RODS WITH BRACKETS (SEE NOTE) NEW WATER MAIN
FAIRGROUND
/\ + 4 + \/ 6" HYDRANT TEE WEEP HOLE TO
\\ + 4"ABOVE TOP OF PIPE. (SEE DETAIL)
\\ ++++ + + + + +++++ \\/ (APPROX. 95% STANDARD PROCTOR, NOTE: REMAIN OPEN01
AASHTO T-99) 1.)TIE HYDRANT TO MAIN LINE MASONRY BLOCK 2'-0" FARMS
ISOMETRIC TYPE 5 W/TIE RODS IN LIEW OF CONC.
BLOCKING IN SANDY SOIL.
PLAN 2.)MECHANICAL JOINTS USED WITH GRIP RINGS
NTS NTS NTS
SUBDIVISION
18
24" 5 TYPICAL LAYING CONDITIONS 6 FIRE HYDRANT ASSEMBLY INSTALLATION 7 TYP. TAPPING SLEEVE & VALVE ASSEMBLY
ABS PLASTIC
18"1?7-
0 Of
31/2" 1' FROM EDGE OF ROW 0- NOTES:
a 1. CONCRETE SHALL BE 3,000 PSI MIN.
METER BOX LID, CAST IRON 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT WATER DETAILS
ELEVATIONO FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL.
9" 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS.
Of 4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
w WITH 10 MIL. POLYETHYLENE PRIOR TO POURING
o BLOCKING.
0 5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN NOTES:
ON THE THRUST BLOCKING SCHEDULE.
3/4 Inch Gate Valve 1. INSTALL METER AT R/W
CAST IRON ? Required on 2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED
g Customer side X INSIDE A 2" SLEEVE."
3 " X 18" Within 12 inches of
+ + + + B SS NIPPLE the Meter Box 3. "TWO (2)-1" SERVICE LINES MUST BE INSTALLED
+ + + + + + + + SERVICE LINE � INSIDE A 3" SLEEVE."
+ + + + + + + + + FROM STREET )( 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
+ I� '
11 5. SEE DETAIL FOR SERVICE MATERIAL AND METER
+++++++ KT�R++++++� SETTING
3' BELOW FINISHED GRADE CLIENT
+ + + + + + + + + +
METER SETTER OF DITCHES.
CENTERED 163/4" NBOXMETER TO BE INSTALLED P.R.V. Location down stream of the cut-off valve 7. CONDUIT MUST EXTEND PAST PREPOSED SIDEWALK.
•< 6» MIN.
BRICK SUPPORT • AGS LAND, LLC
ofw
wZ
C-
METER SETTER WITH O J
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED A A
DOUBLE CHECK VALVE CL
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. q A X 1' R/W
NTS NTS 6'
X HYDRANT TEE
4 METER BOX DETAIL FOR 3/4" SERVICE 8 TYPICAL 3/4" METER BOX INSTALLATION MIN.1/3 C.Y. AT 3000 P.S.I. PLAN TEES 3'MIN Fayetteville, North Carolina28304
PLAN BENDS SIDEWALK Phone: [phone]
18" MIN.
VALVE BOX � 2" PVC SLEEVE W/ 3/4" CARRIER
6"-6" EXCESS PLACE EMPTY VALVE BOX AT INTERVALS WHERE
TRAC REWIRE BOX VALVES DO NOT OCCUR & PLACE TRACER WIRE PROJECT INFORMATION
IN BOX. m
STREET
BRASS MARKER PLATE MARKED PLATE NOTE: NO. 1
WITH ANCHOR DRILL HOLE PRECAST CONCRETE PROTECTION RING WATERMAIN DESIGNED BY: BRETT
FOR ATR4CER BOX
BACKFILL TO EDGE
V EA. CHAMFER AT _ �, FINISHED GRADE m �- -� DRAWN BY: BRETT
EA. CORNER
M _ 18" MIN. - 10" O OR LESS 12" MIN
CAST THE LETTERS "MV" IN -„lil IiII�II�IIi III III -III -III -III= III-�� mil- - IiI-, �I�'' O OR LESS O SINGLE 3/4" SERVICES CHECKED BY: SCOTT
ONE FACE OF THE CONCRETE 4 #3 BARS �II�IIL=III=iTI��1=1�I-��'- " -III-11 ;III-11r 24 MIN. - 12Z
R W
NOTE:
MARKER AND ORIENT TOWARD PROJECT NUMBER: 1862
o THE ROADWAY AT PIPE INTERSECTIONS, MULTIPLE VALVE BOX VALVE BOX
VALVES, RUN WIRE UP AT ONLY
ONE VALVE. METERS SHOULD BE
ROTATE MARKER TO OTHER END
INSTALLED 3' OFF w DRAWING SCALE
PROPERTY LINE FOR BLOW -OFF C _
SINGLE 12 AWG SOLID CORE WIRE Z
PIPE 90' BEND 45' BEND 221/2' BEND 11/4' BEND TEE PLUG O �
O VALVE NO. SIZE A B A B A B A B A B C D CL NOT TO SCALE
8 120 4" 8" 12" 81, 81, 6" 6" 6" 6" 8" 9" loll 16"
P.V.C. PIPELINE 6" loll 12" 8" loll 8" 8" 8" 8" loll loll 12" 18"
L 4" SQ. PRECAST CONC. GATE VALVE 8" 15" 13" loll loll 8" 8" 8" 8" loll 12" 12" 24" DATE RELEASED
POST (4000 P.S.I.) loll 16" 14" loll 12" 6" loll 6" 10" ill' 14" 14" 25"
PLATE WITH VALVE NUMBER, TRACER WIRE TO BE LAID 12" 20" 16" 12" 14" 8" 12" 8" 12" 14" 16" 16" 30"
DIRECTIONAL ARROW —POINTED UNDERNEATH WATER LINE _MASONRY BLOCK 14" 22" 18" 14" 16' loll 14" 1 10" 14" 16" 18" 18" 34" SEPTEMBER 15, 2022
TO MARKED VALVE & DISTANCE
TO THE NEAREST FOOT. 16" 26" 20" 16" 18' 12" 16" 1 12" 16" 18" 20" 20" 36"
NOTES: SHEET NUMBER
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.
NOTES: NTS 3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A NTS NTS NTS PAINT MARKER BLUE AFTER INSTALLATION BRASS SCREW TO THE VALVE BOX.
9 TYPICAL VALVE MARKER DETAIL 10 TYPICAL TRACER WIRE INSTALLATION 11 THRUST BLOCK DETAIL L12 TYP. DOMESTIC WATER SERVICE DETAIL