NCD986187128_20010927_North Belmont PCE_FRBCERCLA RD_Final Design Drawings-OCR

Managed By:
CDM
Construction By:
DRW. NUMBER
1
2
3
4
5
6
7
8
9
10
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
TO GASTONIA
CITY OF BELMONT
NORTH BELMONT PCE SITE
FINAL DESIGN DRAWINGS
WATER SYSTEM IMPROVEMENTS
/
NO 1-85
ACCESS
, ' I I ' ' ,
.. 1: , · -~ '.','· °; .':1~ .. ;.,.·,
U.S. EPA RESPONSE ACTION CONTRACT
NO. 68-WS-0022
SEPTEMBER 2001
, , 11' l~\-1+\ ffi-\ -\-t\-1 1 I i I 1 ' DUMONT AV -,,.
0 "' ~\, f'"1 \\_...-., ~-
ilQ'd!!!QAft( c:\ ,:~-, --
JI\CKSQN
NORTH BELMONT
EXIT #2§
ROUTE. 7 MCADENVILLE ROAD.
VICINITY MAP
Designed By:
ROY F. WESTON, INC.
THOMAS FilE ST.
NTERV!EW ST.
BELMONT ABBEY
COLLEGE
TO BELMONT
MANAGERS ._. DESIGNERS/CONSULTANTS
5405 METRIC PLACE
NORCROSS, GA 30092
770-263-5400
TO CHARLOm __ --------1_
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LEGEND
PROPOSED 1"91 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 10, SHEET 9)
(NO METER OR LINE TO DWELLING)
CARBON FILTER
WATER METER (DETAIL 10, SHEET 9)
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JAMES R. DENDY, SR
605 WOODLAWN AVE.
D.S. 2611, PG. 66?
90" ELL W/TB
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TAX REF.: 15-10A-77
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124 BOUNDARY ST.
D.S. 2924, PG. 367
,X REF.:15-10A-7S.0I
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2505 BOUNDARY STREET
D. B. 1256, PG. 303
TAX RTEF.: 15-10A-7S.02
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120 BOUNDARY ST
D.B. 1074, PG. 469
TAX REF : 15-1 DA-78
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FIRE
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I MYRIH J. SMITH
/ 603 WOODLAWN AVE.
D.S. 762, PG. 239
TAX REF.: 15-10A-79
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SHEET 10 I
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2509 SOUN ARY ST.
D.S. 922, I G. 585
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2517 BOUNDARY S l.
D.S. 1072, PG. 412
TAX REF.:15-18-4.06
EXISTING CONCR[TE DR VEWAY
EXISTING STORM DRAINAGE
ROAD RIGHT-OF-WAY
EXISTING \llNOR CONTOCR
EXISTING MAIN CONTOUR
OVERHEAD ELECTRICAL
UNDERGROUND TFLEHIO~E LINE
EXISTING WATER LINE
GRAVEL DRIVEWAY
UNDERGROUND GAS LINE
EDGE OF PAVEMENT
EXISTING SIDEWALK
EXISTING FENCE
EXISTING PROPERTY LIN,
EXISTING WATER VALVE/METER
EXISTING FIRE HYDRANT
EXISTING WELL
EXISTING CATCH BASIN
EXISTING MAIL BOX
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2507 BOUNDARY STREET
D.B. 888, PG. 336
TAX REF.: 15-18-4.07 I
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2519 BOUNDARY ST
D.S. 1278, PC. 47
TAX REF.:15-18-4.05
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WILLIAM J. JR. & DEBORAH
ROPER
521 WOODLAWN AVE.
O.B. 2779, PG. 701
TAX REF.; 15-18-3 01
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JEFFREY T CURRANT
BOUNDARY ST.
D.B. 2640, PG. 203
TAX REF.; 15-18-4 04
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515 WOODLAWN /\VE.
D. B. 2640, PG. 203
TAX REF.; 15-18-3.02
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EDGE OF PAVEMENT
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C WATFR VALVE/MFTFR EXISTIN
EXISTING FIRE HYDRANT
EXISTING WEI I
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EXISTING MAIL BOX
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GASTON COUNTY BOARD
OF EDUCATION
WOODLAWN AVE.
D.B. 1354. PG. 611
TAX REF.;15-18A-13
ASPHALT PARKING
HYDRANT AND VALVE TYPE 3
LEGEND:
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II
ASt-T PARKING
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SOLOMON / ,
KC:NNETH M. & ROSA K.
PAUL L. & MARY J. \
213 SCHOOL ST. I
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WOODI AWN A VE.
D.B. 648, PG. 125
fAX REF.:15-18A-20
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ASSOCIAT ON, INC.
116 SCH OL ST.
D.B. 1178 PG. 270
REF.; 15-1 /1.-59,60 & 61
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103 ROPER ST.
D.8. 2986, PG. 980
fAX '<EF: 15-18A-57 _ _\
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TAX REF.;15-18A-19
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EXISTING WATER LINE
GRAVEL DRIVEWAY
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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
CASTON COUNTY BOARD
OF EDUCATION
WOODLAWN AVC:.
D.B. 1354, PG. 611
TAX REF.;15-18A-13
90" ELL W/TB
EXISTING 16" DIP
SHADED AREA TO BE
RESURFACED -SHEET 9
(SEE DETAIL 13)
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SCHOOL ST.
D.R. 1828, PG. 139
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OF EDUCATION
WOOlJLAWN AVE.
DB 1354, PG. 611
TAX REF.;15-18A-13
SILT FENCE
SEE DETAIL 21 SHEET 10 (TYP)
90" ELL W/TB
8" VALVE
8" TAPPING SLEEVE W/TB
16" X 16" X 8"
LEEVE W/TB
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OBERT S. &
ANG A D SMITH
2203 A. E SlREET
D.B. 202 , PG. 206
TAX REF.:15 18A-40
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RESURFAC
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PAULA R. OLIVER
2205 AC~IE RD.
D .. 2180, PG. 224
TAX REF.:15-18A-43
11-1/4" EL W/TB -._
11-1/4" E
CENTERVIEW ST.
20' R/W
. 'I ': ,,
\
CICrRO L. WAR~
7207 ACME RD. ·,, ..
~ .. ·. ,:~,:-·, ... ,·::
, .. '"-.,·: -~--D.B. 678, PG. "49
TAX REF.;15-180-52 I '··-"• ~---......_
1" BLOW-OFF
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Ii LEGEND:
----------
----------
-----0------
BETTY S. LEATHERMAN
2215 ACME RD.
J.B. 2986, PG. 980
TAX RcF.:15-18A-44
D
[XISTING CONCRETE O, EWAY
EXISTING STORM DRA AGE
ROAD RIGHT-OF-Y
EXISTING MAIN CONTOUR
OVERHEAD ELECTRICAL
Ul!DERGROUND TELEPHONE LIIJE
EXISTING WATER LINE
GRAVEL DRIVEWAY
UNDERGROUND GAS LINE
EDGE OF PAVEMENT
EXISTING SIDEWALK
EXISTING FENCE
EXISTING rROrERTY LINE
EXISTING WATER VALVE/METER
EXISTING FIRE HYDRANT
LXISTING WELL
EXISTING CATCH BASIN
EXISTING MAIL BOX
SHARON S. Wl>.RE
2223 AOAE ROAD
D.8. 2986, PG. 225
TAX REF .. 15-18A-46
11-1/4· EL W/TB
10
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I N,C. GRID a
RANDY G. WOODWARD
2233 ACME RD
D.B. 1:\88, PG. 804
Tl>.X REF ;15-181\-48
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SILT FENCE SEE DETAIL 20
SHEET 10 (TYP.) 112C
an ERS
4 O'DANIEL ST.
D.B. 2495, PG. 932
TAX REF.: 15-18A-112
DOROTHY CAROL
and OIHERS
106 O'DANIEL ST.
D.B. 2/495, PG. 932
TAX REF.: 15-18A-113
113A
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114 O'DANIFI ST
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TAX RE"".· 15-18A-112
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BOBBY G. & EASTER
GRINDSTAFF
DUMONT AVE
D B 1156, PG. 345
TAX REF.: 15-18A-112 04
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KETHKEO
414 DUMONT AVE.
D.B. 2916, PG. 361
TAX REF.: 1!:l-18A-112.03
WM
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D.B ANtEL ST · · 2495 p · IAX REF. , G. 932 . .. 15-JBA -112
SHADED AREA TO BE--
RESURFACED -SHEET 9
(SEE DETAIL 13)
DAVID J. & BRENDA
SUTTON
121 THOM.i\S FITE RD.
D.B. 922. PG. 543
TAX REF.: 15-18A-138
/
--
METRO HOUSE MOVERS
SUTTON
117 THOMAS FITE RD.
D.B. 3075, PG. 347
TAX REF.: 15-18A-137
N.C. GRID -NAO 83
Ti-lOMAs & ' DO 115 O'DA N_NA CAGLE
-D.8. 1779 NIEL ST.
,Ax REF ' Pc 666
.. 15-JBA -110
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LEGEND:
-----------
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I
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BLOW-OFF
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EXISTING STORM DRAINAGE
ROAD RIGHT-OF-WAY
EXISTING MAIN CON'COUR
OVERHEAD ELECTRICAL
UNDERGROUNJ TELEPHONE LINE
EXISTING WATER UNE
GRAVEL DRIVEWAY
UNDERGROUND GAS LINE
EDGE OF PAVEMENT
EXISTING SIDEWALK
EXISTING FENCE
EXISTING PROPERTY LINE
FXISTING WATF:R VALVE/METER
EXISTING FIRE HYDRANT
EXISTING WELL
EXISTING CATCH BASIN
EXISTING MAIL BOX
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: 15-18-16. I 0
LEGEND:
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---
OVERHEAD ELE\E EPHONE
UNDERGR~A~R ~NE LlflE
EXISTING WAY
GRAVEL DRl:o GAS LINE
UNDERGROU VEMENT
EDGE OF PA
EXISTING SIDEWALK
EXISTING FENCE E
P OPERTY LIN
EXISTING . R VALVE/METER
EXISTING WATER DRANT
EXISTING FIRE HY
EXISTING WELL
EXISTING CATCH BASIN
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~
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SEE DETAIL 21
SHEET 10
22-1/2" EL. W/TB
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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.
SEE NOTE 3
SEE NOTE 5---...,_ f 250'
"-J ' /BROKEN' <••-Dff) ' ..... / ' / V
....
1/SIGN
"'
~FLASHING BARRICADE
(TYPE II)
DETAIL 1 -SIGN CONSTRUCTION & MAINTENANCE OPERATION
(ONE LANE CLOSED)
N.T.S.
I
I I
I I I
UTILITY AND __,,/'j I
DRAINAGE EASEMENT_j L 10'
~ rs'
FACE OF CURB
ZLVES TO BE
BEHIND THE CURB
7
I .
I
NORTH R/W -·-
DETAIL 4 VALVE AND FIRE HYDRANT LOCATION
N.T_S
DETAIL 2 NOTES:
1. ALL WARNING SIGNS TO BE A MIN. OF 36" X 36" & TO
BE REFLECTORIZED v.HEN 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
f 75'-100' ( 250,_' _ ___,
250'
~~ ~~
1/SIGN
~FLASHING BARRICADE
(TYPE 11)
DETAIL 2 -SIGN CONSTRUCTION & MAINTENANCE OPERATION
(TWO LANE CLOSED)
N.TS
EASEMENT
BOUNDARY
I
VARIES ROADWAY EDGE OF
R/W PAVEMENT
'-'-~-,.__-3•-s•--~1'-D"r2•-o• MIN.
MIN. I
/13 WASHED
STONE
-
II I I I II
• : _II,
DIP
a· 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.
EXCAVATI<XI I ~ ~ ··. t\;t:~: ........ ---+-_.c; + I so· -100· I I TAPER I
-1--......,'---ll I 1 75•-100· -~. 250·
/ ~SIGN
•
\___ TRAFFIC CONE
DETAIL 3 -SIGN CONSTRUCTION & MAINTENANCE OPERATION
(TWO LANE OPEN, ONE LANE CLOSED)
N.T.S.
ROADWAY R/W j 1·-0·
90" BENO-_/
2·-0 ..
EDGE OF PAVEMENT
2'-0" MIN.
2'-0"
/13 WASHED STONE
~-C.I. VALVE BOX
, c0M"', ~)c,-:;.-)Y,;v_;v~).Y_;v;>;'y)0/'-' ·.·
6" C.I. M.J. VAL VE
6" C.I. WATER MAIN
VARIABLE
3000 PSI
CONCRETE PAD
6" C.I. TEE
DETAIL 5 -STANDARD FIRE HYDRANT INSTALLATION (EASEMENT)
(WATER MAIN IN HIGHWAY R/W -TYPE 1)
N.T.S.
DETAIL 6 -STANDARD FIRE HYDRANT INSTALLATION
(WATER MAIN IN STREET -TYPE 2)
N.T.S
EDGE OF PAVEMENT
D.I. SWIVEL HYDRANT
TEE OR TAPPING SLEEVE ----..
6" D.I. MJ VALVE
FIRE HYDRANT
FACING ROADWAY
a·
THRUST BLOCK
10·-1;2·
12' 3-1/2"
DETAIL 7 STANDARD FIRE HYDRANT INSTALLATION
(TYPE 3)
N.T.S.
2'-0" MIN.
1" COUPLING-~
VALVE BOX _,,,,/4~---,
CAP TAPPED 1 •
REDUCER, OR BUSHING
2" PVC
1" CURB STOP
1 B" X 18" X 6° CONC. PAD
1" SCHEDULE 80 GALVANIZED STEEL
1 " STREET ELL
DETAIL 8 -BLOWOFF ASSEMBLY
N.T.S.
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10' 10'
WATER LINE-~
10'
-f
WATER MAIN 10·
STANDARD JOINTS---_,,
SEWER LINE ____ _,--
PLAN VIEW FOR WATER LINE OVER SEWER LINE W/LESS THAN 18" CLEARENCE
h_ -_1[_ WATER LINE_ B
I
A --~SEWER LINE
10' 10'
DIP aP
A = LESS THAN 18" BOTH WATER AND SEWER LINE
SHALL BE WATER MAIN STANDARDS (JOINT)
FERROUS METAL PIPE (DIP), FOR 1 O' EACH SIDE OF CROSSING
A = OVER 18" REGULAR MATERIAL STANDARDS SHALL APPLY
10' 10'
WATER LINE
1 o' --t
CENTER ONE JOINT 10·
OF PIPING AT CROSSING
SEWER LINE
PLAN VIEW FOR WATER LUNE UNDER SEWER LINE
SEWER LINE---..
10· 10'
DIP CIP
( --~ ) WATER LINE
CENTER ON E JOINT OF PIPE AT CROSSING
WATER AND SEWER LINE SHALL BE WATER MAIN STANDARD
( JOINTS} FERROUS METAL PIPE (DIP), FOR 10' EACH SIDE OF
tROSSING. ONE JOINT OF WATER MAIN PIPE SHALL BE CENTERED
AT THE POINT OF CROSSING. 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
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.
~AY BE PURCHASED f'fl:OM,
TRIAD MASON.I.RY MATEIHALS , !.REENSBORO, N.C.
i 11~:~~l<IW.TE WEIGHT 80 LOS. ~---PRESSURE REDUCING
WITH CAST IRON BOTTOM AND ,_ ___ 17' ----
COMPRESSION JOINT FITTINGS ~-,----t-CONC. METER BOX
VALVE (PRV)
PRECAST 3000 PSll_-;jj-s'j-:ft-C'lj)~'IJil7fl2~~~E~~~E~n~~~m~~~'\7~L..lWl;~TH~~S-_T_A_N~D~A~R~D~--,L-,,_l2_D,~--... ~~.,,""'= "DEXOL HOPE METER BOX CONCRETE •U~Jl."-"Trr°", '' "\~\~~'lk DX149-12 WITH 1419-3
'----SOLID COVER .
BACKFILL,
6" LIFTS
TAMPED IN .
LOCKABLE ANGLE
VALVE
1-1/2"--'!!1,'1 I-~
1cl'•""~
" " I 12" \\,----LOCKABLE VALVE ~ ~i•v:~N.
~ 1 COMMON BRICK
_L , , ARIES -'b',:m:,:,r---'----'-
CORPORATION!----... °"/ ~l.~, -, ~~: ,_ TO HOUSE STOP
F'ORO NO. F 1000G
HAYS NO. S200 CF
A.Y. IJ,:OONALO (W.C-P,r,,K)
NO. 4701-22
MUELLER NO. Hl 500H
DIP MAIIII--_,. 45"
c:,
ffi;f,l~w/1i-l1i'E1:=:f2-S'~~1 ;!llfrE'1 ""--.-i _11;i=rnl'k1E-';il17ii"cC11l . ~,&
3
~
4
-x
18
•
UNDISTURBED sorL \COMMON BRr'c-K----~o'%E~~GWr i~~g~G
~bi~Eif'~p~ SOFT ~-DUAL CHECK VALVE VALVE AND BOX
3/4" X 5/8"
PVC MAIN----~ METER
""''-CORPORATION STOP
t.lUl::.LLHI SADDLE/ROCKWELL (SIJITl,-111...AIR) 6" PVC -NO. H-10-48.;/g.311 OR 313
8" PVC -NO. H-10488/1311 OR 313 T PVC -QUIICTM' ORCSS[R
STYU 294 OR FASTAP ,
NO. 5261-n-z:,Oli (SU. ACP DElAIL)
3/4" x 5/8" x 7" COPPER METER SETTER
VBHH72-7W-4433G OR EQUAL
DETAIL 10 3/4" X 5/8" WATER TAP AND METER AND PRV VALVE
N.T.S.
DETAIL 9 -FERROUS MATERIALS AND JOINT
REQUIREMENTS FOR WATER LINES
--\~.\ .,· ... -~. TACK COAT SEE SECTION
~-1 1/2" TYPE 1-1 OR 1-2
ASPHALTIC CONCRETE SURFACE
COURSE (RESURFACE AREAS
ONLY). SEE SECTION 5.0 OF
SPECIFICATIONS N. T.S.
~------------R/W-------------1
M I !
ll2·~2·-al
•~ jMIN.I------EDGE OF PAVEMENT------i---2' MIN."'fl
18" lg 1s·tl
-lri,,,,,,
3'
3/4" TYPE K SOFT COPPER PIPE
DETAIL 11-STANDARD STREET X-SECTION (WATER TAP DEPTH)
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)
1 •
OR CLASS C BEDDING --
~---8" ABC STONE
~--CLAY BASE BACKFILL
MATERIAL
95% COMPACTION REQUIRED
MECH. TAMP (EACH LAYER)
COMP. 6" LAYER
IF GREATER THAN
5' -0" PROVIDE
OPERATING NUT
EXTENSION WITH
.--••'• _:·
"---18" SQ. X6" THICK
CONCRETE COLLAR
CENTERING RING .__ __ 5 1/4" VALVE BOX,
SLIP TYPE
..,,....-----2" SQUARE OPERATING NUT
~---GATE VALVE
WATER MAIN---,
#3 WASHED STONE
DETAIL 12 -GATE VALVE DETAIL
N.T.S.
I I=
=I I 2' MIN. (95% STD. PROCTOR) 111'
Ill I (SEE STD. SPEC. SECTION ·II 1 13.20 FOR SOIL CLASS I
=I I REQUIREMENTS.) 111
11 I .,-----L.J;c;h'7777777'7'7'."777777'777'777:'?77'..f::'i
SPRINGLINE -----,---1 1/2 D
1/4 D (4" MIN.) V
p ..._.. ._ .._/ I:.
--1=' I-·--· -
~II Iii II Ill 111~11-IIHII, II
CLASS B
COMPACTED GRANULAR BEDDING
5.13 OF SPECIFICATIONS --~
EXISTING PAVEMENT---"'
FULL DEPTH STONE TO BE MAINTAINED
UNTIL ASPHALT PATCHING OCCURS,
MINIMUM 95% STD PROCTOR DENSITY
REQD. TO PATCH.
CLASS B (SHOWN)
12"
---=i::-
=+ =
~----2" TYPE 1-2
~----<.;LAY BASE BACKFILL
MATERIAL
95% COMPACTION REQUIRED
,,---MECH. TAMP (EACH LAYER)
COMP. 6" LAYER
OR CLASS C BEDDING ---'
UTILITY CUTS ON NCDOT MAINTAINED STREETS SHOULD BE BACKFILLED WITH SOIL MATERIAL, Ai'lD ABC STONE, AND THESE
MATERIALS SHOULD BE COMPACTED TD WITHll'l 95% OF STAl'lDARD PROCTOR. SAID CUTS SHOULD BE MAll'lTAINED PATCHED
WITH ASPHALT SURFACE MATERIAL ON THE SAME DAY AS THE CUT IS MADE.
DETAIL 13 -TYPICAL PAVEMENT REPAIR (UTILITIES CUT) AND RESURFACING
N.T.S.
MAY USE NATIVE SOILS OF
ASTM 2321 CLASS II Ill
(OR CLASS IA OR 18) ABOVE THE
SPRINGLINE.
CAREFULLY COMPACTED BACKFILL
95% STANDARD PROCTOR DENSITY (TAMPED IN 6 LAYERS)
HAUNCHING 1157 WASHED STONE GRANULAR t.fATERIAL 95% STANDARD
PROCTOR DENSITY
6" MIN.
11/--COMPACTED BACKFILL
95% STANDARD PROCTOR DENSITY
~~i4i'<'~-..,-,,,c,~~~111
11=111=111 I I [ -1 =I Ii : I:=: I 1:=-1 I 1-
0.5 D
CLASS C
SHAPED BOTTOM
UTILITY CUTS ON EARTHEN STREETS SHOULD BE BACKFILLED WITH SOIL MATERIAL, AND STONE, AND THESE MATERIALS SHOULD
BE COMPACTED TO WITHIN 95% OF STANDARD PROCTOR. SAID CUTS SHOULD BE BACKFILLED ON THE SAME DAY AS THE CUT
IS MADE. DETAIL 15 -BEDDING FOR DIP PIPE DETAIL 16 -BEDDING FOR PVC PIPE
N.T.S. N.T.S.
DETAIL 14 -TYPICAL EARTHEN ROAD REPAIR (UTILITIES CUT)
N.T.S.
-;-,------r------, ----
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PIPE A 8 C D SIZE
90" BEND
2· 0-9" ,•-3• 1•-3• 1'-3"
a· 1·-0· 2·-s· 2"-6" 1'-9"
16" 1°-9" 1'-S' 1'-3'" 1'-3"
45· BEND
2· 0-9" 1'-o· 1'-o· 1'-o"
a· 1·-0· 2'-1" 1•-9• 1'-3"
16° 1'-7" 3'-6" Y-s· 2'-3"
22-1;2· BEND
2· 0-7'" 1·-0· 1·-0-1'-0"
a· 0'-10" ,·-s· 1'-6'" 1'-0"
16° 1'-5" 2'-6" 2°-6" 1'-3"
11-1/4· BEND
2· 0-7" ,·-o· 1·-0· 1'-0"
a· o·-10· 1'-o· 1·-0· f-o"
16" 1'-3" ,•-9• 1'-9" 1'-0"
UNBALANCED TEE OR PLUG
2· 1•-0• 1·-0· 1·-0· 1·-0·
a· 1"-4" 2·-0· 2"-fi' 1·-0·
16" 2·-1· 5'-3'" 5"-S' ,•_g•
TEE
2· 0-10· 1'-o· 1'-0" ,·-o·
a· 1·-0· 2'-0" 2"-0" 1'-6"
16" 1'-6" 5'-3" 5'-3" 2·-s·
DETAIL 17 -THRUST BLOCK AREAS
N.T.S.
L = The distance such that points
A and 8 are of equal elevation
i
V
6° MIN.
'J
6" MIN.
t 6" MIN. --1
6" MIN.
-7v
_y __ _
~~+
--A MIN. OF #5 BAR SPACED
EQUALLY ACROSS TOP OF BEND.
V 1V Al -V
PLAN
N.T.S.
[7
'J
MIN. 3 #5 BAR
[7 'J
V . V
V
V I V
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.
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MIN. #5 BARS 12" O.C. " 2,. I>. L:,, .. " .c,_ f>.-.6. . t, . t, .
{> -[> I> {> I> I> {>
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t -~-'J ;F.Mftc-t-V L ___ _JP .6
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10" TYP. -;------o-i
MIN. #5 @ 6" O.C. --'
EACH WAY
SECTION A
N,T.S.
2: 1 SLOPE, GRAVEL FILTER
-1•--B--•1
PLAN AT TEE
N.T.S.
DETAIL 18 -STANDARD THRUST BLOCKS FOR WATER LINES
N.T.S.
WIRE SCREEN DEWATERING
4°0 PINE OR 2• fl OAK POST
C
V
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V
V
17 "" / ""..J
-+-+--~ V 'v 6 V 'v:.a.
[7
V V
SECTION C
N.T.S.
PLAN
N.l.S.
[7
V V
5'
D
UNDISTURBED GROUND
B
SEDIMENT STORAGE AREA
TEMPORARY SEDIMENT POOL~ -
I
TREATED
WOOD POST
AT 6' O.C.
,. I
I
12-18"
SPACING BETWEEN CHECK DAMS
STORE CIIBCll D1111
Flow
DETAIL 19 TEMPORARY ROCK CHECK DAM
N. T.S.
f
24 •11axl1111111
DROP INLET
WITH GRATE
16"
_L
DETAIL 20 BLOCK AND GRAVEL INLET PROTECTION
N.T.S.
EXCAVATED MATERIAL
'--PIPE TRENCH
1 /2" OF COARSE SAND
OR FINE GRAVEL
~--WEARING COURSE
---SUBBASE
DETAIL 22 PAVED AREA SEDIMENT BLANKET TRAP
N. T.S.
6'-0"
.C. MA
SILT FENCE FRONT VIEW
. : ' _;' ,.: ii
'·, I
N.1'.S
DETAIL 21 SILT FENCE
N.T.S.
STD. STRENGTH
FENCE FABRIC
BACKFILL 4w" x 8d"
NCH
SILT FENCE SIDE VIEW
N T.S
NOTE: FABRIC TO BE MOUNTED AS
RECOMMENDED BY THE FABRIC
MANUFACTURER
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