NCD986187128_20010614_North Belmont PCE_FRBCERCLA RD_Final Design Drawings - Water System Improvements-OCR

Managed By:
CDM
Construction By:
DRW. NUMBER
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UNITED STATES
ENVIRONMENTAL PROTECTION AGENCY
REGION IV
ATLANTA,GEORGIA
Federal Programs Corporation
FAIRFAX, VIRGINIA
TRANS-STATE CONSTRUCTION COMPANY
DENVER, NORTH CAROLINA
DRAWING LIST
TITLE
COVER SHEET
SHEET AND PROJECT LAYOUT
PLAN SHEET FOR WOODLAWN STREET NO.1
PLAN SHEET FOR WOODLAWN STREET NO.2
PLAN SHEETS FOR SCHOOL STREET
PLAN SHEETS FOR ACME ROAD AND CENTERVIEW STREET
PLAN SHEETS FOR DUMONT AVENUE AND ODANIEL STREET
PLAN SHEETS FOR THOMAS FITE STREET AND CODY LANE
STANDARD DETAILS SHEET 1
STANDARD DETAILS SHEET 2
STANDARD DETAILS SHEET 3
NOTE: EROSION CONTROL MEASURES AND ANY ADDITIONAL EROSION CONTROL DETAILS WILL BE ADDED AFTER NCDENR EC REVIEW.
TO GASTONIA
CITY OF BELMONT
NORTH BELMONT PCE SITE
FINAL DESIGN DRAWINGS
WATER SYSTEM IMPROVEMENTS
/
NO 1-85
ACCESS
U.S. EPA RESPONSE ACTION CONTRACT
NO. 68-WS-0022
JUNE 2001
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DUMONT AVE
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s..\.-1
OUNDA ----.,_.
JACl{s
NORTH BELMONT
EXIT #26
VICINITY MAP
Designed By:
ROY F. WESTON, INC.
THOMAS Fl TE ST.
CENTERVIEW ST.
BFLMONT ABBEY
COLLEGE
. TO BELMONT
MANAGERS ._ DESIGNERS/CONSULTANTS
5405 METRIC PLACE
NORCROSS, GA 30092
770-263-5400
N
TO CHARLOTTE
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LEGEND
PROPOSED 1"¢ BLOW OFF (DETAIL 8, SHEET 8)
PROPOSED HYDRANT (DETAILS 5,6 AND 7, SHEET 8)
EXISTING HYDRANT
PROPOSED ISOLATION VALVE (DETAIL 12, SHEET 9)
FULL WATER SERVICE (DETAIL 10, SHEET 9)
METER BOX AND TAP ONLY (DETAIL 1D, SHEET 9)
CARBON FILTER
WATER METER
NO SERVICE
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BARNES
BOUNDARY ST.
2924, PG. 367
T.:15-10A-78.01
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8" LINE
JAMES R. DENDY, SR
605 WOODLAWN AVE.
D.B. 2611, PG. 662
PB 14, PG. 82
IAX Rlc.:15-10A-77
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SEPTIC TANK
(APPROX. AREA)
1.'< WILLIAM C. JR, AND
ROSE BARNES
2505 BOUNDARY STREFT
D.B. 1256, PG. 303
TAX RTEF.15-lOA-78.02
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POLE
ELIZABETH C. ROPER
531 WOODLAWN AVE.
D.B. 2771, PG. 277
TAX REF.:15-18-2.02
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WILLIAM J. ROPER
508 WOODLAWN AVE.
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TAX REF.: 15-18-3
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MYRIH ,I SMITH
603 WOODLAWN A VE.
D.B. 762, PG. 239
T1\X REF.:15-lOA-79
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JE /\NETTE F. ,SAUSEDO
2509 BOUNDARY ST.
D.B. 922, .cf'G. 585
I TAX REF: 15-.1 OA-80 & 81
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ELIZABETH C. ROPER
601 WOODLAWN AVE,
D B. 2654, PG. 593
T.-'IX REF.: 15-18-2.01
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/ DELORIS V. & JERRY PENLEY
/ 2513 BOUNDARY ST.
D. B. 1344, PG. 340
/ TAX RFF.15-18-4 08
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LEGEND:
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PHYLLIS P. PERKINS
2517 BOUNDARY ST.
D.B. 1072, PC 41?
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cXISllNG CONCRETE DRIVEWAY
EXISTING STORM DRAINAGE
ROAD RIGHT-OF-WAY
EXISTING MAIN C:ONTOUR
OVERHEAD ELEC1RICAL
LNDERGROUND TELEPHO~IE Ll~J[
EXISTl~G WATER LINE
GRAVEL DRIVEWAY
UNDERGROUND GAS LINl
EDGE OF PAVEMENT
EXISTING SIDEWALK
EXISTING FENCE
EXISTING PROPERTY LINE
EXISTING WATER VALVE/METER
EXISTl~G FIRE HYDRANT
EXISTING WELL
EXISTING CATCH BASIN
EXISTING MAIL BOX
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WILLIAM J. JR. & DEBORAH
ROPER
521 WOODLAWN AVF.
D.B. 2779. PG. 701
TAX REF.: 15-18-3 01
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JOF: :l. SHELIA C.
BARNES I
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TAX REF .. 15-18-4.06 I
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?507 BOUNDARY STREET
D.B. 888, PG. 336
TAX REF-15-18-407
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ROLAND L. & ETHEL C.
WAL 7 ERS
2519 BOUNDARY ST.
D.B. 1278, PG. 47
T.i\X REF.:15-18-4.05
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JEFFREY T. CURRANT
BOUNDARY ST.
D.B. 2640, PG. 203
TAX REF.;15-18-4.04
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JEFFREY T. CURRANT
515 WOODLAWN AVE.
D.B. 2640, PG. 203
TAX REF.;15-18-3.02
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EXISTING STORM DRAINAGE
ROAD RIGHT-OF-WAY
EXIST!f<C HiNOR CCNTOUR
tXISllNG MAIN CONTOUR
OVERHEAD ELECTRICAL
UNDERGROUtm TELEPHONE L NE
EXISTING WATER LINE
GRAVEL DRIVEWAY
UNDERGROUND GAS LINE
EDGE OF PAVEMENT
EXISTING SIDEWALK
EXISTING FENCE
EXISTING
EXISTING
PROPERTY LINE
WATFR VAi VF /METER
t~SflNG FIRE HYDRANT
FXISTING WELL
EXISTING CATCH BASIN
EXISTING MAIL BOX
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ASPHALT PARKING
EXISTING 8" DIP
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GASTON COUNTY BOARD or EDUCATION
WOODLAWN AVE.
D.B. 1:5::,4, PG. 611
TAX REF.; '15-1 SA -13
ASPHALT PARKING
HYDRANT AND VALVE TYPE 3 .r-~
KENNETH M. & ROSA K.
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WOODLAWN AVE.
D.B 848, PG. 125
TAX REF.:15-18A-20
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ASSOCIA TON, INC
116 SCH OL ST.
D.B. 1178 PG. 270
TAX REF.;15-1 A-59,60 & 61
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ASP ALT PARKING
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ROAD//W LIN
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EXISTING CONCRE-E D"/IVEWAY
EXISTING STORM DRAINAGE
ROAD RIGHT-OF-WAY
FXISTING MAIN CONTOUR
OVERHEAD ELECTRICAL
l, NDlRGROUND TELEPHONE
EXISTING WATER LINE
GRAVEL DRIVEWAY
UNDERGROUND GAS LINE
EDGE OF PAVEMENT
EXISTING SIDEWALK
EXISTING FENCE
LINE
EXISTING PROPERTY LINE
EXISTING WATER VALVE/METER
EXISTING FIRE HYDRANT
EXISTING WELL
EXISTING CATCH BASIN
EXISTING MAIL BOX
ASPHALT P KING
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G STON COUNTY BOARD
OF EDUCATION
WOODLAWN AVE.
D.B. 1354, 0 G. 611
AX REF.;15-18A-13
90' ELL W/TB
EXISTING 16" DIP
---EXISTING 8" SEWAGE FORCEMAIN
ASPHALT PARKING
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8" VALVE
GASTON COUNTY BOARD oc-EDUCATION
WOODLAWN AVE.
D.B. 1354, PG. 611
-X REF.;15-18A-13
8" TAPPING SLEEVE W/TB
ASPHAl ARKING
HYDRANT AND VALVE TYPE 3
FENCE
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-TAPPING SLEEVE W/TB
EXISTING 16" DI
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HESS!\:: CONN &
J[FFREY BROO E
1 01 ROPER ST.
DB 2074, PG 459
IAX REF.: I5-18A-58
------· -------·-------
BE TTY S. LEATHERMAN
103 ROPER ST.
D.B. 2986, PG. 980
TAX REF.:15-18A-57
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90" ELL W/IB
8" VALVE
16" x 16" x 8" TAPPING
SLEEVE W /TB .11;,
HESSIE CONN &
JEFFRFY BROO E
101 ROPER ST
D.B. 2074, PG. 459
TAX REF.: 15-18A-58
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2203 A E STREET
D.B. 202 , PG. 206
TAX REF.: 15 18A-40
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2205 ACME RD.
D. 2180, PG. 274
REF., 15-1 BA-43
Of PAVEMENT
unurf~,
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CICERO L. WARE
2207 ACME RD.
D.B. 678, PG. 449
TAX REF.;15-180-52
BLOW-OFF
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BETTY S. LEATHERMAN
2215 ACM!: RD.
D.B. 2986, PG. 980
TAX REF.: 15-18A-44
0
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G ANDOLE. N~ S.
.L Yj)AA.N'
Ex1s-1NG CONCRETE DR EWAY
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EXISTING MAIN CONTOUR
OVERHEAD ELEClRICAL
JNDERGROUND TELEP~ONE LINE
EXISTING WATER LINE
GRAVEL DRIVEWAY
JNOERGROUND GAS LINE
EDGE OF PAVEMENT
EXISTING SIDEWALK
EXISTING FENCE
EXISTING PROPERTY LINE
EXISTING WATER VALVE/METER
EXISTING FIRE HYDRANT
EXISTING WELL
EXISTING CATCH BASIN
EXISTING MAIL BOX
SHARO'l S. WARE
2223 ACME ROAD
0.8. 2986, PG. 225
TAX REF.:15-18A.-46 2 2 'AC~'f;.~ AD
D.,. E?6/ P.6/ 225
TA Rf/j,:'._ -46
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'<ANDY G. WOODWARD
2233 ACME RD.
D.B. 1388. PG. 804
TAX REF.;15-18A-48
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an ERS
O'DANIEI. ST.
D.B. 2495, PG. 9.32
!AX REF .. 15-18A-112
DOROTHY CAROL
and OTHERS
106 0°DANIEL ST
D.B. 2495, PG. 932
TAX REF.: 15-18A-11.3
JOANN ~-
'· & 1 Al MARL 6w;:. !REL
102 o· •. D.B 2 DANIEL ST . 5Jg .
TAX REF. ' PG. 357
15-18A-114
1-1
8"
4' EL. W/TB
VALVE
11-1/4· EL. W/TB
/TB
•. -◄
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2 VALVE
8"X2 MJ
ADAP R PLUG
WM
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SEE DETAIL ABOVE--~
-1
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en ""I> 0. --<
112D
112.03
112C
BOBBY G. & EASTER
GRINDSTAFF
DUMONT AVE
DOROTHY CAROL
and OTHERS
D.B. 1156, PG. 345
TAX REF.: 15-18A-112 04
114 O'DANl[L ST.
0.8. 2495, PG. 9.32
TAX REF.: 15-18A-112
CD
0
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- I
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KHIMMAY & AERI SINGXAY
KETHKFO
414 DUMONT AVE.
D.B. 2916, PG. 361
TAX REF.: 15-18A-112.03
BOBBY G · & ESTER ACM[ GR/NOST AFF .r-o 8 9 RD.
I TAX REF . ~!· PG. 639
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-----------------
DAVID J. & BRENDA
S'JTTON
121 THOM AS FITE RD.
D.B. 922, PG. 543
TAX REF.: 15-18A-1.38
---------
12'
1--------
--
n
, ' ' I ' ..
METRO HOWE MOVlRS
SUTTON
117 THOMAS FITE RD.
0.8. 3075. PC. 347
TAX REF.: 15-18A-137
----------------------\
DRIVE ----~
LEGEND:
\ !
_,,_,,_,,_ ,_ .. _,,_,,_,,_.,_
-----------
------0------
Q
II
BLOW-OFF
EXISTlfJG CONCRETE DRVEWAY
EXISllNG STORM DRAINAGE
ROAD RIGHT-OF-WAY
FXISTING MAIN CONTOUR
OVERHEAD ELECTRICAL
1mOC:RGROUND Fl FPH8NE I !NE
EXISllNG WATER LINC:
GRAVEL DRIVEWAY
UNDERGROUND GAS UNE
EDGE OF PAVEMENT
EXISllNG SIDEWALK
EXISllNG FENCE
E.XISTING PROPER"IY LINE
EXISTING WATER VALVE/METER
EXISTING FIRE HYDRANT
EXISTING WELL
EXISTING CATCH BASIN
EXISllNG MAIL BOX
(.) z
z ~ fil ;;;
u. 6......,_.,
"'
0
lO
0 n
II
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LEGEND:
-0--
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45· EL. W/TB
-------
CRETE DRIVEWAY EX STING CO .M DRAINAGE
EXISTING STO~-WAY
ROAD RIGHT-,.. "nN , rnn , '"'"iGi---, _, · F>-:.:·)11Hb !,, TOUR
MAIN CON EXISTING ELECTRICAL
OVERHEAD F• EPHONE LINE OERGROUfiD --
UN ''TING WA fER LINE EXlo VEWAY
GRAVEL ORI D GAO LINE UNDFRGROUN ~
EDGE OF PAVEMENT
EXISTING SIDEWALK
EXISTING FENCE
OPERTY LINE
EXISTING PR VALVE/METER
STING WATER
EXI HYDRANT EXISTING FIRE
EXISTING WELL
H BASIN EXISTING CATC
EXISTING MAIL BOX
TYPE 3 VALVE HYDRANT AND
22-1 /2· EL. W /TB
, __ -------
-
8" VALVE/ 11-1/4" EL. W/TB
8"
8" TEE W/TB ''-
:;....--
_:::.--~ASU_NE_,:<
<§> ---"( ---_.:.· ;___.. .. --:..-,---·
----,,.-✓-RUBS
•... 707 . ·r SHQ-SH~ -5oc,----
--f ,---/
1" BLOW OFF
----
/
HYDRANT
LVE.
--------
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C
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11-1/4• EL.. \
a· 8"x2· Pu
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IN
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11-1/4• EL.
O> ...
1" BLOW-OFF
22-1 /2· EL.
8" TEE
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--------I
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DETAIL 1 NOTES:
1. ALL WARNING SIGNS TO BE A MIN. OF 36" X 36" & TO
BE REFLECTORIZED WHEN USED AT NIGHT.
2. ALL TRAFFIC CONTROL SIGNS. FLASHING BARRICADES. ETC.
WILL BE FURNISHED & MAINTAINED BY THE CONTRACTOR
UNTIL OBSTRUCTION IS REPAIRED.
3. PAVEMENT OBSTRUCTION : BROKEN PAVEMENT, LOOSE
GRAVEL. ETC.
4. THIS METHOD TO BE USED WHEN SPACE DOES NOT
PERMIT USE OF METHOD OUTLINED IN M.U. T.C.D.
5. SECOND SIGN & BARRICADE USED WHEN OBSTRUCTION
CROSSES ENTIRE STREET.
i 250• I SEE NOTE 5------..._ ;.__--~---
"'-/ ' /BROKEN' < PAVEMEN1 ) , AHEAD/ ' / V
2,0•
BRc»<EN PA'8.1ENT
AHEAD
1/SIGN
~FLASHING BARRICADE
(TYPE II)
DETAIL 1 -SIGN CONSTRUCTION & MAINTENANCE OPERATION
(ONE LANE CLOSED)
N T.S.
I I
I I
I I I
UTILITY AND ~I I
DRAINAGE EASEMENT 1 1 ~ 1-10·
~ 1-s·
FACE OF CURO
VALVES TO BE
BEHIND THE CURB
I .
I
DETAIL 4 VALVE AND FIRE HYDRANT LOCATION
N.T.S.
DETAIL 2 NOTES:
1. ALL WARNING SIGNS TO BE A MIN. OF 35• X 36" & TO
BE REFLECTORIZED WHEN USED AT NIGHT.
2. ALL TRAFFIC CONTROL SIGNS, FLASHING BARRICADES, ETC.
Will BE FURNISHED & MAINTAINED BY THE CONTRACTOR.
3. THIS METHOD TO BE USED WHEN SPACE DOES NOT
PERMIT USE OF METHOO OUTLINED IN M.U. T.C.D.
EXCAVATION
f_ 75•-100· f 250' l
250'
~ ROAD
STRUC
AHEAD
75'-100·
.r-SIGN
"\__FLASHING BARRICADE
(TYPE 11)
DETAIL 2 -SIGN CONSTRUCTION & MAINTENANCE OPERATION
(TWO LANE CLOSED)
N.T.S
EASEMENT
BOUNDARY
I
VARIES ROADWAY EDGE OF
I
,""" R/W PAVEMENT
1'-0",~3'-8"----.1'-0"r2•-o• MIN.
MIN. MIN. I
s· 1'-0" 1'-4" 1·-0" a"
MIN. MIN.
3000 PSI
CONCRETE PAD
DETAIL 3 NOTES:
1. ALL WARNING SIGNS TO BE A MIN. OF 36" X 36" & TO
BE REFLECTORIZED WHEN USED AT NIGHT.
2. ALL TRAFFIC CONTROL SIGNS, FLASHING BARRICADES, ETC.
WILL BE FURNISHED & MAINTAINED BY THE CONTRACTOR.
3. THIS METHOD TO BE USED WHEN SPACE DOES NOT
PERMIT USE OF METHOD OUTLINED IN M.U. T.C.D.
EXCAVATION I
1 75·-100'. 1, 250• • I YSIGN
\_ TRAFFIC CONE
DETAIL 3 -SIGN CONSTRUCTION & MAINTENANCE OPERATION
(TWO LANE OPEN, ONE LANE CLOSED)
N.T.S.
ROADWAY R/W I 1·-0·
0 ~ .o za:: -a.. ::;; a..
• <(
"' ..-en <(
a:: 0
90" BEND-~
EDGE OF PAVEMENT
2'-0" MIN.
2•-0• MIN.
#3 WASHED STONE
r--C.I. VALVE BOX
. ~ ~ ~ ~ ':0 ':0 ~,/~, >;t)>u'»>">Y:-V/'5»:Ym>,.'/i; /, ·
r--6" C.I. M.J. VALVE
6" C.I. WATER MAIN
V RI
3000 PSI
CONCRETE PAD
6" C.I. TEE
DETAIL 5 -STANDARD FIRE HYDRANT INSTALLATION (EASEMENT)
(WATER MAIN IN HIGHWAY R/W -TYPE 1)
DETAIL 6 -STANDARD FIRE HYDRANT INSTALLATION
(WATER MAIN IN STREET -TYPE 2)
N.T.S. N.T.S.
EDGE OF PAVEMENT
D.I. SWIVEL HYDRANT
TEE OR TAPPING SLEEVE --~
6" D.I. MJ VALVE --,
FIRE HYDRANT
FACING ROADWAY
8"
THRUST BLOCK
1'-4"'
1 o·-1 ;2·
"--SWIVEL 6" 90' BEND
12' 3-1/2"
DETAIL 7 STANDARD FIRE HYDRANT INSTALLATION
(TYPE 3)
N.T.S.
T
2'-0" MIN.
1 • COUPLING ---.
VALVE BOX ___,,,/4""1!----I
CAP T APPEO 1 "
REDUCER, OR BUSHING
2" PVC
1• CURB STOP
18" X 18" X 6" CONC. PAD
1• SCHEDULE 80 GALVANIZED STEEL
"'--1 • STREET ELL
DETAIL 8 -BLOWOFF ASSEMBLY
N.T.S
i;.v '1 I!~ j it r
'
-0 0 u
0
I '\"""" -0
0 ~
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I CX) 0
(.) z
N
ci r---z N '" w z ~
ci -"' "' ,,
:;:
u.:
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a,
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0 UJ
w :-= ...., ~ 0 w r---~ ~ '< ....... D Q) • D L') UcJ
er:
'al -_J _J
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j2 ~ I-~ 0 w • >-0 IT • • D-:, _,
w z
_J
z
0
Ui -.,--
I-1--Wz ::) (/)
1-w m _J c.n ~ 0::: <( w~l-<C 1--1--uoZz c.nw 0... 0:: 0 _J -o
1-0...30 0
z~wo:: 00 -co<C 0 (_) z 0::: ~~L.,_ <(<( _jWOJ: WI-I-0
m c.n >-o:: zZ >-IUil-0 _<(
I-uz <( 1--
0:: 0:: 2 c.n ow
zl-0::: <C 3: w
1--
<( s
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5 w "' "' z z w
0 V
N V, )--3 z -..J w .... Ic, 5 >-z f z w f-u zo "' u Cl .... Ulz 0 er: ::, <i
~~ 0 0 Q. v,c, V w u-< WU "' zu: Ts< "' -o u 0 0
?:; tr; u. u.
o..J 0 0 "'" ()::, w w >-z ~o -, =i
v,b 1/) u; e-<( <,:, u, -°' e-. cr:o oe-<( z~ -,n w CD z:. z:. ~
u..I • -V, <D '~ D
0
::, ::, " ~
0 0 Q. u. u. •
10' 10' 10' 10'
WATER LINE---.. WATER LINE--~
10'
~~:rr==ll -7
WATER MAIN
STANDARD JOINTS---_,,
CENTER ONE JOINT
OF PIPING AT CROSSING
10'
SEWER LINE-----SEWER LINE ____ _,-
PLAN VIEW FOR WATER LINE OVER SEWER LINE W/LESS THAN 18" CLEARENCE PLAN VIEW FOR WATER LUNE UNDER SEWER LINE
SEWER LINE--...
1 o· 1 o·
~--+-SEWER LINE DIP CIP
il --~ J,,
l WATER LINE
1 o· 1 o·
DIP CIP "" CENTER ONE JOINT OF PIPE AT CROSSING
A = LESS THAN 18" BOTH WATER AND SEWER LINE
SHALL BE WATER MAIN STANDARDS (JOINT)
FERROUS METAL PIPE (DIP), FOR 10' EACH SIDE OF CROSSING
WATER AND SEWER LINE SHALL BE WATER MAIN STANDARD
(JOINTS) FERROUS METAL PIPE (DIP), FOR 10' EACH SIDE OF
CROSSING. ONE JOINT OF WATER MAIN PIPE SHALL BE CENTERED
AT THE POINT OF CROSSING.
A = OVER 18" REGULAR MATERIAL STANDARDS SHALL APPLY
DETAIL 9 -FERROUS MATERIALS AND JOINT
REQUIREMENTS FOR WATER LINES
N.T.S.
~-----------R/W------------1
3'
~I
EDGE OF PAVEMENT-------2• MIN."11
1a"f I
3/4" TYPE K SOFT COPPER PIPE
IF GREATER THAN s·-o· PROVIDE
OPERA TING NUT
EXTENSION WITH
CENTERING RING
WATER MAIN ---~
WORD "WATER"
ON COVER
METER BOX
W/ 11" x 15" IRONCRETE TOP NO. I E (FORD METER COMPANY)
SOUTHERN METER BOX CO.,INC.,OF ALEXANDRIA, LA, CONCRETE BOX
N0.5/8"X3/4" WITH 15"DEPTH WITH CAST IRON METER READERS
LID NO. TH, ORDER NO. TH x 3/4"-15", CONCRETE METER BOXES
WITH CAST IRON COVERS NO. 36-15-HI AS MANUFACTURED BY
BROOKS PRODUCTS, CONCORD, NC.
3/4" X 5/8" ABB-KENT 700TP
WITH CAST IRON BOTTOM AND
COMPRESSION JOINT FITTINGS
CORPORATION---....
STOP
FO'm NO. F-10COG
HAYS NO. 5200 CF
A.v. McDONALD (l.tAC-PM
NO. 470!-22
MUELLER NO H15008
DIP MAIN1--~
PVC MAIN----,
CORPORATION STOP
lAUEillR SADDLE/ROCKWELL (SMITH-BLAIR)
s· F'VC -NC. H-10464/nT, OR 313
5• PVC -NC, H-10488/i!'J·1 OR 313
2• PVC -OUUOAP clRESSER sr,'LE 294 OR FASTAP
L__~!_~6~.-:-~7_-_-_2506 (SEE ACP __ D~1AIL}
NOTE:
HOUSES WHO DO NOT GET SERVICE NOTED AS (N.S.) WILL HAVE
MAIN TAP, METER BOX AND METER SETTER, BUT WILL NOT HAVE
METER, PRV (AND BOX), OR SERVICE LINE TO HOUSE INSTALLED.
3/4" X 5/8"
METER
MAY BC: PURCHASED FROM:
TRIAD MASONAAY MA""ERIA_S GR~ENSBOf!O, fJ.C.
APPROXIMrE 11£1GHT BC I.BS
3/4" X 18"
Cl'!IMP WATER SERVICE
TO PRESSURE REDUCING
VALVE AND BOX
3/4" x 5/8" x 7" COPPER METER SETTER
HAYS NO. M23-7 CJ X CJ
FORD NO. VB72-7W-44-33-G
A.Y. McDONAUD NO. 22-207W X 2233
~---PRESSURE REDUCING
VALVE (PRV)
COMMON BRICK
DETAIL 10 3/4" X 5/8" WATER TAP AND METER AND PRV VALVE
N. T.S.
'f\Y: ((8
·• . 1-:::~,1\
.\\ ' --
'--18" SQ. X6" THICK
CONCRETE COLLAR
'---5 1/4" VALVE BOX,
SLIP TYPE
~---GATE VALVE
#3 WASHED STONE
EXISTING PAVEMENT---~ ~----2" TYPE 1-2
EXISTING BINDERi----~~c::==::::i:====:::t=::::'.::::===+===:::i
~00 Zoo "oo" 8" BINDER TYPE "H"
___.,.,...,,, -,Aq,goi:Jn~o o-
EXISTING STONE ;;; ~1;;:!!l;;:W;;;fil'cll -T ----fc,~~~rn'"'°
FULL DEPTH STONE TO BE MAINTAINED --f -
UNTIL ASPHALT PATCHING OCCURS, 12" --
MINIMUM 95% STD PROCTOR DENSITY --
REQD. TO PATCH.
CLASS B (SHOWN)
OR CLASS C BEDDING
12"
'----CLAY BASE BACKFILL
MATERIAL
95% COMPACTION REQUIRED
_,,----MECH. TAMP (EACH LAYER)
COMP. 6" LAYER
UTILITY CUTS ON NCDOT MAINTAINED STREETS SHOULD BE BACKFILLED WITH SOIL MATERi/1L, AND ABC STONE, AND THESE
MATERIALS SHOULD BC COMPACTlO 10 WI rHIN 95% OF STANDARD PROCTOR. SAID CUTS SHOULD BE MAINTAINED PATCHED
ASPHALT SURFACE M/1. TE RIAL ON THE SAME DAY AS THE CUT IS llADE.
WITH
DETAIL 11-STANDARD STREET X-SECTION (WATER TAP DEPTH)
N. T.S.
DETAIL 12 -GATE VALVE DETAIL
N.T.S.
DETAIL 13 -TYPICAL PAVEMENT REPAIR (UTILITIES CUT)
N.T.S.
EXISTING EARTHEN ROAD ---.
FULL DEPTH STONE TO BE MAINTAINED
UNTIL ASPHALT PATCHING OCCURS,
MINIMUM 95% STD PROCTOR DENSITY
REQD. TO PATCH.
CLASS B (SHOWN)
12"
OR CLASS C BEDDING ---'
~---8" ABC STONE
'---CLAY BASE BACKFILL
MATERIAL
95% COMPACTION REQUIRED
MECH. TAMP (EACH LAYER)
COMP. 6" LAYER
UTILITY CJTS ON EARTHEN STREETS SHOULD BE BACKFILLED WITH SOIL MATERIAL, AND STONE, AND THESE MATERIALS SHOULD
BE COMPACTED TO 1//ITr;IN 95% OF STANDARD PROCTOR. SAID CUTS SHOULD BE BACKFILLED ON THE SAME DAY AS THE CUT IS
MADE.
DETAIL 14 -TYPICAL EARTHEN ROAD REPAIR (UTILITIES CUT)
N.T.S.
• N
I =I I 2' MIN. (95% STD. PROCTOR)
Lll I (SEE SlD. SPEC. SECTION
~ 13.20 FOR SOIL CLASS
=I I REQUIREMENTS.)
~II
MAY USE NATIVE SOILS OF
ASTM 2321 CLASS II Ill
(OR CLASS IA OR IB) ABOVE THE
SPRINGLINE.
CAREFULLY COMPACTED BACKFILL
95% STANDAR!? PROCTOR DENSITY
(TAMPED IN 6 LAYERS)
SPRINGLINE -----< 1/2 D
HAUNCHING 1157 WASHED STONE
GRANULAR M'ATERIAL 95% STANDARD
PROCTOR DENSITY
1/4 D (4" MIN.)
CLASS B
COMPACTED GRANULAR BEDDING
DETAIL 15 -BEDDING FOR DIP PIPE
N. T.S.
6" MIN.
/.,f;JJL,,---COMPACTED BACKFILL
95% STANDARD PROCTOR DENSITY
0.5 D
CLASS C
SHAPED BOTTOM
DETAIL 16 -BEDDING FOR PVC PIPE
N. T.S.
ti ,!; z ~ ~
U: 6 ......,_..,
ex:
(/) r Wz rw
(/)~
w~r<{ uoZz a.. 0:: 0 ....I
ro...3o z~W~ o mu
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0:: 0:: ow zr <{
3
N U) >---___, I('.) z >-z 0 zo c:J V,7 Of§ ~~ <JOU u-< WU zo-I -si -o 0 z>-0.......1 -(/) :S:<( u=i >-7 ~-vii3 >O >--si -5: >-fr'.0 o>-' -si zW OJ w
4-I
0 -(/)
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f-0 z I
0 ..--
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-' 0 ::, I rJJ ,-z 0 0 0
Q I
rJJ 0 ex: "' w 0 r-~ z z (~
C) o~
rJJ ~
w □
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"-w •--~ 0 w r---4. ~ ~ "-0 QJ q o LO u-o
[l'.
1, I ''" _J _J
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w z
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f-=> (/)
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f-f-
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V, v,
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~ Le
PIPE A B C D SIZE
go· BEND
2" 0-9" f-3'' 1'-3 .. 1'-3"
8" r-o· 2'-8 .. 2·-e .. 1'-9"
16" 1'-9" 1'-3" 1'-3" 1'-3 ..
45• BEND
2" 0-9" 1'-o· 1·-0· 1'-0"'
8" 1'-0" 2'-1'' 1'-9" 1'-3"
16" 1'-7" 3'-6" 3'-6" 2'-3"
22-1/2· BEND
2" 0-7" 1'-o" 1'-0 .. 1'-0"
8" o·-10· 1'-6" 11-611 1'-0"'
16" 1'-5" 2'-6" 2'-6" 1'-3"
11-1/4" BEND
2" 0-7" 1'-0" r-o· 1'-0"'
8" o·-10'" 1'-0" 1· -0" 1'-0"
16" 1'-3" 1'-9" 1'-9 .. 1'-0"
UNBALANCED TEE OR PLUG
2" 1 • -o· 1·-0· 1'-o" 1'-o"'
8" 1 · -4· 2·-0· 2'-0" 1'-0"
16" 2·-r· 5'-3" 5'-3" 1'-9"
TEE
2" 0-10· 1'-0" 1'-0" 1'-o"'
8" 1·-0· 2'-0" 2'-0" 1'-6"
16" 11-6" 5'-3" 5'-3" 2"-6"
DETAIL 17 -THRUST BLOCK AREAS
N.T.S.
GENERAL NOTES:
THRUST BLOCKING NOTES:
1. THRUST BLOCK DIMENSIONS ARE BASED ON 2000 LB PER SQ. FOOT SOIL,
BEARING PRESSURE AND 250 POUNDS PER SQ. IN. TEST PRESSURE. ACTUAL
INSIDE DIAMETER OF DUCTILE IRON PIPE CLASS 52 USED AS STANDARD.
2. SOIL CONDITIONS SHALL BE VERIFIED BY THE ENGINEER BEFORE THRUST
BLOCK IS CONSTRUCTED. WHERE SOIL BEARING PRESSURE IS LESS THAN
2000 LB/FT THRUST BLOCK BEARING AREA SHALL BE INCREASED
APPROPRIATELY.
3. ALL CONCRETE SHALL BE CLASS B, 2000 PSI.
-
,---A MIN. OF #5 BAR SPACED I
EQUALLY ACROSS TOP OF BEND.
6" MIN.
6" MIN.
3._4-_ 17 • .•. ·9 .. L.!'_.1_ \J
t 6" MIN. --l
PLAN
N.T.S
MIN. 3 #5 BAR
6" MIN. 17
10" TYP. -+----i
MIN. #5 @ 6" O.C. --'
EACH WAY
17 7
V
SECTION A
N T.S.
B
A
L
7
A
v
VI V' L __ 1,.; _ _J 17
FLOW
C
.L::.. " 6 D .6 t,
I> /> I> I> t> I>
t>· t>
D
MIN. #5 BARS 12" 0.C.
I> [>
1---B-•I
PLAN AT TEE
N.T.S.
DETAIL 18 -STANDARD THRUST BLOCKS FOR WATER LINES
N. T.S.
,---#5 WASHED STONE
A
v V
\7
\v V v ~
117 7 [7 j v v v "
SECTION C
N.T.S
15"
PLAN
N -.s.
RIPRAP SIZE d50=6"
SPILLWAY CREST
RIPRAP
SECTION 8-8
8
_J
#5 WASHED STONE
?FLOW
DETAIL 19 TEMPORARY ROCK CHECK DAM
N.T.S.
-.~ ·-------· ,,... ' ', ,. '. \ < ) ,., i :_: ,' ; :,'. "• I ' ,. : ' \
~· :1';,'i.•.'r:; ,._\":!i;
----------------------~,
1· -1' MINIMUM BELOW BANK LEVEL
RIPRAP
SECTION A-A
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D
UNDISTURBED GROUND
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