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BRASS MARKER PLATE MARKED PLA
WITH ANCH01
CHAMFER AT
3/4°
V EA. CORNER
M
CAST THE LETTERS "MV" IN
ONE FACE OF THE CONCRETE
MARKER AND ORIENT TOWARD
o THE ROADWAY
ROTATE MARKER TO OTHER END
FOR BLOW -OFF
I0
- �.�- -�•-4' SQ. PRECAST GONG.
POST (4000 P.S.I.)
PLATE WITH 1
DIRECTIONAL
TO MARKED VALVE & DISTANCE
TO THE NEAREST FOOT.
TDYPIICCAL VALVE MARKER DETAIL W
NOTES: 1
PAINT MARKER BLUE AFTER INSTALLATION
TYPICAL VALVE BOX DETAILAiIIW
NO SCALE 2
/ VALVE
6' -8' EXCE
LOOPED IN E
WER WIRE
NOTE: NO. 1
I,I�_.illt LL N -n
NOTE:
AT PIPE INTERSECTIONS, MULTIPLE
VALVES, RUN WIRE UP Al ONLY
ONE VALVE.
SINGLE 12 AWG SOLID CORE WAR
#3 BARS
TO EDGE
PLACE EMPTY VALVE BOX AT INTERVALS WHERE
VALVES DO NOT OCCUR & PLACE TRACER WIRE
N BO"
CONCRETE PROTECT]
,FINISHED GRAI
P.V.C. PIPELINE.
TRACER WIRE TO BE LAID GATE VALVE
UNDERNEATH WATER LINE
NO SCALE
NOTES,
1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,SRING 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 0'
WATER MAIN
MODEL SSTEMANUFACTURED WITIH 3186 AND
❑� STAINLESS STEEL.
TAPPING VALVE
WITH VALVE BOX
NEW WATER MAIN
TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL
NO SCALE
4, A
o-
SPIDERS SUPPORT CARRIER PIPE IN CASING
ENCLOS ENDS WITH
6" BRICK MASONRY
pM�y 2' BEVEL
LINE CARRIER PIPE �..�
141 45MWN
El SLOPE TO DRAIN� - WEEP HOLE
may
SIODS (4)
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.
X "qwj MIN.1 /3 C.Y. AT 3000 P.S.I.
PLAN BENDS
X •I-]
HYDRANT TEE
PLAN TEES
18"
�
t
MIN 6- 6 . 'e _
_ d —1 I F m .. f
18" MIN. - 10" 0 OR LESS
24" MIN. - 12" 0 OR LESS
VALVE BOX
PIPE 90' BEND 45' BEND 221/ BEND 11/ BEND TEE PLUG
THREADED
COUPLING SIZE A g A B A B A B A B C D
4" 8" 12" 8" 6" 6" 6" 6' 6" 8" 9" 10 16"
- }- 6" 10" 12' 8" 10" 8" 6" 8" 8° 10' 10" 12" 18"
8" 15° 13" 10" 10" 8" 8' 8' B" 10" 12" 12" 24"
10" 16" 14" 10" 12" 6" 70" 6" 10" 11" 14" 14° 25"
AGRIP R JWNT - -
GRIP RING 12" 20" 16" 12" 14' 8" 12" B. 12' 14" 16" 16" 30"
BRASS PIT'[ NIPPLE 2' DIA
/ ICP TO OR LONGER To BRING PIPE 14' 22" 18" 14' 16" 10" 14" 10' t4" 16" 18. 34°
�gg��$ / SALVE Box UP TO FINISHED GRADE 16° 26" 20" 16' 18" 12° 16" 12" 16' 16" 20" 20° 36°
THREADED
MIN 18" r <w• naaPenm RR ecc/ LONCRE -TE RI.00KING 4
PIPE NIPPLE 2' DIA MIN. 1/3 1. Y. AT 3000 P.3J.
WITH 2' THREADED PORT
TYPICAL PERMANENT BLOW —OFT" ASSEMBLY DETAIL %W
TYPICAL THRUST BLOCK DETAIL W
NO SCALE 4
NO SCALE 7
NOTE: SEE TYPICAL VALVE BOX DETAIL
FOR BRICK INSTALLATION
n�nl'iCn.4 Ana /nm A -17 ou PIATTFD RY• Rno Williams FILENAME: G: \CURRENT JOBS \WEAVER FRANK \10 - 1224 -01 THE SUMMIT - SECTION FOUR\ PLANS \DETAILS \MATTER- DETAILS.DWG
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4
6
N W
N
a
LENGTH OF ENCASEMENT
TO BE STORM SEWER
PIPE PLUS O.D. PLUS
2' -0" OR AS SHOWN
ON PLANS
12' MM.
MAIN
NO
TYPICAL STORM SEWER CROSSING DETAIL PW
XIST. PAVEMENT
PAV T.
i BACKFILL
STONE MEETING N.C.D.O.T. SPECIFICATIONS
A.B.C. STONE, TYPE B OR C. TO BE
PACTED TO 100 X MAXIMUM DRY DENSITY
NOTES:
1. PAVEMENT SHALL BE CUT TO TRUE UNE AND
REMOVED BEFORE TRENCH IS CUT.
2. STONE AND PAVEMENT TO BE PLACED WITH LEAST
INTERFERENCE TO TRAFFIC.
3. STABIU2E0 AGGREGATE TO BE SECURED FROM AN
APPROVED QUARRY.
C ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE
WITH N.C.D.O.T. SPECIFICATIONS.
PIPE OO PLUS 18' FOR PIPES UNDER 33. O.D.
PIPE O U PLUS 24' FOR PIPES OVER 33' O.D.
TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL
O
10
LAYING
CONDITIONS
TYPE 1
TYPE 2
TYPE 3
STEAMER
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SECTION "A"
AS SHOWN PRECAST CONCRETE
CONNECTION
z
REVIEWED:
JMK, JR.
-
.O m 0 m
EDGE ON PLANS PROTECTION
RING
n�
DATE:
JUNE 2011
IN COMPACTED GRANULAR MATERIAL
a T
o
DESCRIPTION
OF
d y E
4" MIN. UNDER PIPE. COMPACTED
W
w
+ + +',
+ ' '
ROAD
'L D
Q
+ ++ '+ + + +' + + +'+
TOP OF PIPE.
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(APPROX. 95% STANDARD PROCTOR,
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W
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S
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ROAD ROAD SHOULDER
3 T3
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m aOT+cm.,
LIJ m (D
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TIE HYDRANT TO MAIN LINE
TYPICAL
BORING & JACKING DETAIL W
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NOT USED.
z 0
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C
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o
a o
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Scale:
NOTED
CONSOLIDATED TO CENTERLINE
u I" s
0 0 m° m 0
TYPICAL FIRE HYDRANT INSTALLATION DE:TAI W
NO SCALE 6
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.
X "qwj MIN.1 /3 C.Y. AT 3000 P.S.I.
PLAN BENDS
X •I-]
HYDRANT TEE
PLAN TEES
18"
�
t
MIN 6- 6 . 'e _
_ d —1 I F m .. f
18" MIN. - 10" 0 OR LESS
24" MIN. - 12" 0 OR LESS
VALVE BOX
PIPE 90' BEND 45' BEND 221/ BEND 11/ BEND TEE PLUG
THREADED
COUPLING SIZE A g A B A B A B A B C D
4" 8" 12" 8" 6" 6" 6" 6' 6" 8" 9" 10 16"
- }- 6" 10" 12' 8" 10" 8" 6" 8" 8° 10' 10" 12" 18"
8" 15° 13" 10" 10" 8" 8' 8' B" 10" 12" 12" 24"
10" 16" 14" 10" 12" 6" 70" 6" 10" 11" 14" 14° 25"
AGRIP R JWNT - -
GRIP RING 12" 20" 16" 12" 14' 8" 12" B. 12' 14" 16" 16" 30"
BRASS PIT'[ NIPPLE 2' DIA
/ ICP TO OR LONGER To BRING PIPE 14' 22" 18" 14' 16" 10" 14" 10' t4" 16" 18. 34°
�gg��$ / SALVE Box UP TO FINISHED GRADE 16° 26" 20" 16' 18" 12° 16" 12" 16' 16" 20" 20° 36°
THREADED
MIN 18" r <w• naaPenm RR ecc/ LONCRE -TE RI.00KING 4
PIPE NIPPLE 2' DIA MIN. 1/3 1. Y. AT 3000 P.3J.
WITH 2' THREADED PORT
TYPICAL PERMANENT BLOW —OFT" ASSEMBLY DETAIL %W
TYPICAL THRUST BLOCK DETAIL W
NO SCALE 4
NO SCALE 7
NOTE: SEE TYPICAL VALVE BOX DETAIL
FOR BRICK INSTALLATION
n�nl'iCn.4 Ana /nm A -17 ou PIATTFD RY• Rno Williams FILENAME: G: \CURRENT JOBS \WEAVER FRANK \10 - 1224 -01 THE SUMMIT - SECTION FOUR\ PLANS \DETAILS \MATTER- DETAILS.DWG
r
a v
4
6
N W
N
a
LENGTH OF ENCASEMENT
TO BE STORM SEWER
PIPE PLUS O.D. PLUS
2' -0" OR AS SHOWN
ON PLANS
12' MM.
MAIN
NO
TYPICAL STORM SEWER CROSSING DETAIL PW
XIST. PAVEMENT
PAV T.
i BACKFILL
STONE MEETING N.C.D.O.T. SPECIFICATIONS
A.B.C. STONE, TYPE B OR C. TO BE
PACTED TO 100 X MAXIMUM DRY DENSITY
NOTES:
1. PAVEMENT SHALL BE CUT TO TRUE UNE AND
REMOVED BEFORE TRENCH IS CUT.
2. STONE AND PAVEMENT TO BE PLACED WITH LEAST
INTERFERENCE TO TRAFFIC.
3. STABIU2E0 AGGREGATE TO BE SECURED FROM AN
APPROVED QUARRY.
C ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE
WITH N.C.D.O.T. SPECIFICATIONS.
PIPE OO PLUS 18' FOR PIPES UNDER 33. O.D.
PIPE O U PLUS 24' FOR PIPES OVER 33' O.D.
TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL
O
10
LAYING
CONDITIONS
TYPE 1
TYPE 2
TYPE 3
0
0
TYPE 4
m
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DATE:
JUNE 2011
IN COMPACTED GRANULAR MATERIAL
a T
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DESCRIPTION
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W
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+ + +',
+ ' '
GRANULAR OR SAND MATERIAL TO
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TOP OF PIPE.
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NEW WATER LINE — 45' BEND SERVICE LINE TO
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HCDPU
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Checked
By: W.W.R.
STYLE HINGED 3891 FOR 3/4"
SERVICE SADDLE - A.Y. MCDONALD
U N U
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Book
No.:
TRENCH WIDTH
-a N •Q p
Page
No.:
L0
PIPE O.D. + 18 FOR UNDER 33' O.D.
0) , r_
Job
No.:
PIPE O.D. + 24' FOR PIPES DYER 33' O.D.
'a 03
NOTE:
1. 'SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE .SADDLE,
m
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M
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45' BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN
ALL DUCTILE
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PIPE BEDDED IN 4" MININUM
IRON GRAVITY
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2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS)
N L Co m C C
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JOB EXCAVATED MATERIAL.
SEWER LINE.
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3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
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BACKFILL LIGHTLY CONSOLIDATED
Z O
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TO TOP OF PIPE.
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+ + + + + + +
IN COMPACTED GRANULAR MATERIAL
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4" MIN. UNDER PIPE. COMPACTED
W
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+ ' '
GRANULAR OR SAND MATERIAL TO
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+ ++ '+ + + +' + + +'+
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TYPE 5 cc 00
TYPICAL LAYING CONDITIONS DETAIL W 44
N
11 RIC
NOTES: N ``,` Ttunn /ll�q�r
1. INSTALL METER AT R/W .`
2. "TWO (2) -3/4" SERVICE LINES MUST BE INSTALLED d�'y
NSIDE A 2 SLEEVE.""
} 3. TWO (2) -1" SERVICE LINES MUST BE INSTALLED a °'ti• Y
INSIDE SLEEVES A 3" SLEEVE.' u
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a_? 5. SEE DETAIL FOR SERVICE MATERIAL AND METER Mill Q rte'
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NOTED
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Date:
2009
'
L (6 N
NEW WATER LINE — 45' BEND SERVICE LINE TO
a• N
Drawn By:
HCDPU
CORPORATION Mere CONNECTm
0_ 12
SERVICE SADDLE - A.Y. MCDONALD COCK -AY. MCDONALD
0 'f0 = L
Checked
By: W.W.R.
STYLE HINGED 3891 FOR 3/4"
SERVICE SADDLE - A.Y. MCDONALD
U N U
_ 'O L
a 3
Book
No.:
TRENCH WIDTH
-a N •Q p
Page
No.:
PIPE O.D. + 18 FOR UNDER 33' O.D.
0) , r_
Job
No.:
PIPE O.D. + 24' FOR PIPES DYER 33' O.D.
'a 03
NOTE:
1. 'SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE .SADDLE,
m
.p CL O E
45' BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN
fl.. U O
Sheet No.:
MAKING A COMPLETE SERVICE CONNECTION.
m U C
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2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS)
N L Co m C C
1
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3
3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
N C
CU
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TYPICAL WATER SERVICE CONNECTION
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PLANS SHEET NO.
USING TAPPING SADDLE DETAIL W
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