20110966 Ver 1_Site Plan_20111028

TOWN OF GRIFTON
NORTH CAROLINA
N.C. HIGHWAY 118 BRIDGE
WATER LINE REALIGNMENT
TWC PROJECT NO.2280-BG
2011
MAYOR
BILLY RAY JACKSON
COMMISSIONERS
NORTH CAROLINA ONE CALL CENTER 1.800-632-4949
VICINITY MAP
1 30,000'
Greenville
wm.wu?
PROJECT AREA
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RICHARD HILL
E.F. ALBRITTON
ARDATHY SPIKES
NOAH WHITEHURST
TOWN MANAGER
JOE ALBRIGHT
TIT YI AHS
THE WOOTEN COMPANY
ENGINEERING#PLANNINGIARCHITECTURF
301 West 14th Street Greenville NC 27834
252.757.1096 fax [phone]
License Number: F-0115
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REDUCED DRAWING
11" x 17"
NOT TO SCALE
LOCATION MAP
1 .1,000' N
TOWN OFF
GRIFTON
PROJECT SITE
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LANE CLOSURE ON A TWO-LANE LOW-VOLUME ROAD
(ONE FLAGGER OPERATION)
ROAD
wGRK
nx9no {7,
(200') 600' IJ
eAO E) ?l
6B.lar
1?ar.}?. t ID
A BUFFER
:LIILA !0'MIN
TO TAPER
SPEED BUFFER !00'IP00 V
Q __-10_0-'_uAx
LIMIT (FT) - Y
36 200
/S SIO
5S 100
390'1700')
Y 116.E LAN
ROAD
HE10
600' 1200'1
Y Row
J WORK
AHEAD
NOTES,
I. A SINGLE FLAGGER MAY BE ADEQUATE FOR LOW VOLUME
APPLICATIONS. WHERE ONE FLAGGER IS USED, SUCH AS FOR SHORT
WORN AREAS ON STRAIGHT ROADWAYS. THE FLAGGER MUST BE VISIBLE
TO APPROACHING TRAFFIC FROM BOTH DIRECTIONS.
2 FOR OPERATIONS OF WkWES OR I ES , THE 'ROAD WORK
AHEAD' S10N MAY BE
3. FOR TWO-LANE, LOW SPEED 136 MPH OR LESS) URBAN STREETS, A
200 FOOT SION SPACING MAY BE USED.
LANE CLOSURE ON A TWO
(TWO FLAGGE
ROAD
WORK -LANE LOW-V
R OPERATION OLUME ROAD
)
AHEAD
7200'1 E00' '
?
HE LAN Y END ROAD
ROAD
if WORN
New
(20B)500- (OPTIONAL!
100'
(200') 300T
A
200'
TO
' A BP.
300'
I

A
A BUFFER
QQ 11 SO- MIN
TO TAPER
Q 10d' MAX
I
I
(100')500" J eao'IZOBi
END ROAD Y WORK
K
(OPTIONAL) ry i
'1200'}
SPEED BUFFER NE LAN
LIMIT (FT) ROAD
BS 200 11 EAD
;7
R6 360 t4H I 500'f20Bi
36 400 '
ROAD
WORK
AHEAD
NOTE3:
I, FDR OPERATIONS OF
?~S OR ,TNE'ROAD WORN
AHEAD' SIGN MAY BE
2. FOR TWO-LANE LOW- SPEED LSE MPH OR LESS) URBAN STREETS,A
200 FOOT SIGN SPACING MAY e ES
3. GENERALLY, THE USE OF 'END ROAD WORK' SIGNS IS OPTIONAL FOR
SHORT DURATION WORK SITES. HOWEVER, IF THE WORK SITE, ITSELF, IS
LONG OR THE BEGINNING AND END OF THE WORN SITE ARE NOT VISIBLE
TO A DRIVER PASSING THROUGH IT, THEN 'END OF WORK'
SIGNS SHOULD BE USED.
1 TRAFFIC CONTROL DETAIL
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ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF N.C. HIGHWAY 116 BRIDGE WATER LINE RFALGMENT
UNLESS OTHERWISE NOTED.
GENERAL NOTES:
I. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING
SERVICE TO MARK LOCATION O EXISTING IUNLRIEB AT LEAST b HOURS PRIOR TO COMAENCNG
CONSTRUCTION ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF
THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILITIES IF DAMAGED, SHALL BE THE
RESPONSOLITV OF THE CONTRACTOR
2. CONTRACTOR SHALL CONTACT THE N.C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WINS(
WITHIN NCDOT RIGHT-0F-WAY. THE NCDOT DISTRICT ENGINEER FOR THIS PROJECT IS
WOODY JARVIS(M44830W) FOR PITT COUNTY. -
3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MAPL(ERS. DISTURBED
PROPERTY CORNERS SHALL BE RE-ESTABLISHED BY A PROFESSIONAL LAND SURVEYOR AT THE z r

CONTRACTORS EXPENSE, ?'
?
6d
2
1. TEMPORARILY RARILY RMII.Y REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY.
GUT NOT BE LIMITED TO
EYJBTklG STNS
M4118
X
MN OR ITEMS SHALL NCLUOE i
LdN " /
,
,
,
E8.3NRUBS
0
(UNDER BFT IN HEIGHT
A14D TREES "DER 3 INCHES IN DAMETER
REINSTALL ITEMS TO
,
}
THEIR ORIGINAL CONDIT ION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT
AND RIGHTSOF-WAY AT A LOCATION AGREED TO BY THE PROPERTY OWNER. INCLUDE COST IN '- Z jl
THE PER FOOT COST OF THE UTLILITY BEING INSTALtm. _ L
LIE CONTRACTOR SWILL BE RESPONSIBLENW LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES, g
Q aMA
STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR RESULTING FROM THE CONTRACTORS WOW ASSOCIATED WITH ACCOMPLISHING THE PROJECT.
THE CONTRACTOR GALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS, p NJ
AND OTHER FACILITIES DAMAGED OR DESTORYED DURING CONSTRUCTION WHETHER SHOWN
W w
ON THE PLANS OR NOT, ACCORDING TO THEN000T ENGINEER'S SPECIFICAT04S WIIHINNCDOT = z
RIGHT -OF-WAYAND EWANEE" SPECIFICATIONS OUTSIDE OF RIGHT-OF-WAY }- -
0. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT. UTRRIES, GARBING AND OTHER
STRUCTURES WRING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL COIDRON AT NO `
ADDITIONAL. COST To THE OWNER ACCORDING TO THE N000T ENGINEER'S SPECIFICATONS WITHIN NCOOT
RIGHT-OF- WAY AND ENGINEERS SPECIFICATIONS OUTSIDE OF RIGHT-OF- WAY
1. SEE NCDOT STANDARD SPEGFICATONS FOR INSTALLATION OF WATER MAINS WITHIN NCOOT
ROHTS#-WAY.
8. CONTRACTOR SHALL INSTALL VALVE MARKERS FOR EACH MAIN LIFE VALVE PER DETAIL
9. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTOAI LOCATION AID SIZE
OF ALL EXISTING UTUTIES AMI NINMUM OF 300 FEET IN ADVANCE OF PIPE LAYING
ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY IFA POTENTIAL CONFLICT ARSES Cn
BETWEEN THE EXISTING AND PROPOSED UTILITIES. CD
10. VALVES SHALL NOT BE PACED WITHINA DITCH OR DRAINAGE FEATURES. Z
11. EXISTING TREES ARE TO BE PROTECTED UNLESS OTHERWISE NOTED.
1
2. RIVER BASIN: NEUSE
EROSION CONTROL NOTES: ?
FF
W
1, INSTAL SILT FENCE OVER AND AROUND THE TOP OF EXISTING PEES AND INLETS AT DISTURBED AREAS.

2
ALL
T
I (
7ED
O
.
D
S
URBED AREAS SHALL BE GRADED TO MINIMIZE RUNOFF. $
O 2 X Tn
3, INSTALL SILT FENCE AROUND SPOIL PIES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM
NT
R
N Q
m W H-
LLl
E
E
I
GROAD9IDEDITCHESANDEX TING DRAINAGE OUTLETS. 0-U
4, ALL DISTURBED AREAS ON THE BANKS AND APPROACHES TO DITCH, STREAM OR CREEK CROSSN08 2 ro? Z
S

SHALL BE GRADED NOT TO EXCEED 2:I RATIO AND STABIIZEDWRH SAKI( STABILIZATION. SURFACE
WATER RUNOFF SH
V
CD LL1l

QW
ALL BE DI
ERTED FROM DISTURBED AREAS.
5. PROVIDE EROSION CONTROL MEASURES AROUND STOCKWASTE PILES AND STAGING AREAS AS 0
Z Z

NEEDED OR AS DIRECTED BY ENGINEER-
(gam NA
?
B. PROTECT STOWR PIPE INLETS FROM SEDR.ENT RUNOFF FROM LAND DISTURBING ACTVTTIES WITH 0 2¢ W ?
SET FENCE, STONE CHECK DAM, OR ARC FLTERASAPPROPRATE FOR SITE CODRONS. F_ LM J ?
7. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AAKKNTOF RtP~
WITHIN 14 DAYS O DISTURBANCE, Z# fA z
Q
8. WHERE THE AREA AROUND AN OUTLET S DTIURBEDAND NO OUTLET PROTECTION EXISTS, CLASS Y F"
RIP-RAP SHALL BE PLACED AROUND PIPE OUTLET AS NEEDED OR AS DIRECTED BY THE ENGINEER. Z
9, PROVIDE EROSION CONTROL MATTING IN ALL DISTURBED DITCHES AND SWALES UNLESS DIRECTED
OTHERWISE BY ENGINEER.

10, ALL DISTURBED AREAS RELATED TO PIPE INSTALLATION SWILL BE FERTIWZED, LIMED, SEEDED, AND z
MULCHED WITHIN FOURTEEN (14) WORKING DAYS OF COMPLETION O ANY LAUD DISTURBING ACTIVITY, LJJ
OR TEMPORARY SEEDED WITHN FOURTEEN(14)WORKNG DAYS OF ANY LAD DISTURBING ACTIVITY, ? Z
II TRENCH SHOULD BEBACNffilEDDAILY.
12. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY 8 W
VEGETATIVE COVER, AND MUST BE PROVIDED WITH AGROUND COVER SUFFICIENT TO RESTRAIN
EROSION WITHIN 14 CALENDAR DAYS REGARDLESS O DISTANCE AMOUNT OF DISTURBANCE.
(RYE GRASS 18 NOT N THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE
SUBSTITUTE FOR THE PROVIDING O A TEMPORARY GROUND COVER)
13. A PERMANENT GRQUFD COVER, SUFFICIENT TO RESTRAIN ERASION, MUST BE PROVIDED WITHIN THE +
SHORTER OFF OURTEEN (14) WOR"4G OR 90 CALENDAR DAYS (IF IN AHIGH QUALITY ZONE, THE SNORTER
OF 14WORONGORWCALENDAR DAYS) AFTER COMPLETION OF CONSTRUCTION OR DEVELOPMENT ON /
ANY PORTION O THE PROJECT (RYE GRASS S NOT IN THE APPROVED SEEDING SPECIFICATIONS NOR IS IT
AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING O ANURSE COYER FOR THE PERMANENT GRASS COVER ` II4tiY V?A
F I?
S
)
14. EXCAVATED MATERIAL MAYBE PLACED ON ROADWAYS ONLY AFTER SCREENINGS OR FIRES •
HAVE BEEN PLACED ON THE ROADWAY
.
15. PROVIDE SWEEPER TO REMOVE SCREENINGS FROM PAVED SURFACES.
IB.PACE CHECK DAMS IN OUTLET DITCHES ALONG WATERLINE ROUTE. INSTALL CHECK DAMS DURING
CONSTRUCTION AS NEEDED OR AS DIRECTED BY ENGINEER. ?Q• '?"
0
EROSION CONTROL CONSTRUCTION SEOUENOE: . yew
1. CONTACT LAND QUALM AT(M-BGB&81( BEFORE ANY WORK BEGINS.
2. PPE-CONSTRUCTION MEETING MAY BE REQUIRED AT DMCETON O NCDENR
Y
V.L I
?
4
3. P087 COM O CERTIPCATE
O
EROSION
CONTR
C`
G R •
V
N C
NTRO0L DEL DE
8ION CO
d.
CLEAR 917E OI1Y PS NECE9
SPAY
TON/STAIL EROSVICES AS INDICATED ON THE
?•
6 A
DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS. f
5. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS,
6 MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF WATER SYSTEM. / ry

l??
iil
INSPECT DEVICES WEEKLY AND AFTER EVERY RAINFALL EVENT AND CLEAN OUT TRAPS ANDWOR fl?t
l !
CHECK DAMS WREN HALF FULL.
7. AS CONSTRUCTION PROGRESSES, INSTALADDMONAL EROSION CONTROL DEVICES AS INDICATED sy„
ON THE DRAWINGS, CALLED FOR N THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER. GDH
0. INSTALL EROSION CONTROL DEVICES AT CULVERT CROSSINGS AS INDICATED ON THE PANS PRIOR TO
PROCEEDING WITH THE CULVERT CROSSING. DRAWN BY:
9, CULVERT CROS84NGSARE TO BE MALE N THE DRY AND COMPLETE ON SAME DAY. THIS INCLUDES STABkVATION, DHS
10. SEED AND MULCH DISTURBED AREAS WITHIN FOURTEEN (14)WORKING DAYS O DISTURBANCE REGARDLESS O

DISTANCE OR AMOUNT OF DISTURBANCE. CHECKED BY,

11. ALL EROSION CONTROL MEASURES MUST BE MAINTAINED UNTIL PERMANENT VEGETATION IS WELL GDH
ESTABLISHED. PROJECT NO,
12. THE RE OF STASRA7ATION ON DIRT PILES, LAY DOWN AREAS OR STAGING AREAS WILL OCCUR ONCE EACH 228&BG
SITE IS NOT USED ANYMORE. EACH SITE SHALL BE RETURNED TO ORIGINAL CONDITION AS BEST AS POSSIBLE.
13. AFTER SITE IS STABILIZED, REOESTAN INSPECTION BY LAND QUALITY. UPON APPROVAL OF SITE DATE:
STABILIZATION, REMOVE TEMPORARY EROSION DEVICES, DRESS OUT AREA AND AUGUST 2UI1
SEEDANDMULCH PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED VALE'
BY ENGINEER
14. POST CONSTRUCTION AND EXISTING GRADES WITHIN THE LIMITS O DISTURBANCE SHALL BE THE SAME
TO THE GREATEST EXTENT PRACTICABLE $O AS NOT TO CHANGE DRAINAGE PATTERNS, NOR TO CREATE WAS NOTED
POCKET WETLANDS. POSITIVE DRAINAGE SHALL BE PROVIDED.

I SHEET
REDUCED DRAWING
11° 17MI

NOT TO SCALE C.1.2
LEGEND
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SHEET NO.
SHEET NAME a NAATMN
CAA COVER SHEET
C.1.2 GENERAL NOTES, LEGEND, INDEX TO DRAWINGS AND INDEX SHEETS
Eli NEW 6'WATER MAINEXTENSION - STN N 0.00 TO END BnI arareAVnTON
C.3.1 WATER DETAILS we oam.xx«r
Ed.t B.M. AND EROSION CONTROL DETAILS
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I I LOCATION NO SIZE OF EX
UTLnES PRIOR TO
CONSTRUCn04
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I
I I RUBY M. ROWE, ET PLS.
NO PIN: 4569346023
--
I DB/PG':OE/292 }
INSTALL 173 LF OF 6" RIVER JOINT Q TLAND AREA ASE BID
t I (3ALIN.COOVVER) 8 16 FT TOTAL AREA
11gJTN pq,???, O ` g a:
,?-
I ALT. P P25 LF OF 6• HDPE BY (TYP.)
HORIZONTAL DIRECTION& DALLNIO
(3' WIN. COVER) 10015AED WETLAWS AREA to P
E
AC)
I ALT.2 tt6 LF OF 6" EDPE BY C §
CONTENTNEA CREEK OPEN cuT (3' WL OOVM P, 45* BEND
1 EASEMENT 'Sw LL -
WETLANDS AREA1 NEW 6. 46. BEND ay r 261Kt50' M
WT i AU 6" R"
.. .... wrr «,` WFI AT ALL BENDS
4_ 9
14
f .EJ
- - - - .. y?
------p--------------p -- -...?.- i_. J.?j. - ,. .. -
---- P----- - .r°. orsnp.kr ..
NEW 61 46' BEND-- PP ?...... , - r' 40
----NEW 6"45* BEND
! P & TE'APORARY w
alLUM Z
sEE DETti
RoLin w
tx. Tae
z W
\wn -_ ----LL
J .J'yj mZ D:
_ I
E.. G-&.9 INSTALL NEW TEE &-J cc
NEW 6" QV z W
,? 1 --INSTALL NEW 6" TEE 1 i¢ Q
ekqi NC HIGHWAY 118 (100' NCDOT MAINT. R/W) CAP D4 °" WATER LIINE t 1 S^ °V ° Box
F43TRM T? TEE EE L-CrW Ex. 6" WATER LINE t< ?? >
NSW z
FROM DETAL O_F.QRJDQE APRON SEE ALO/ply a
g r`"y;
z
` I end ADD ICY OF PLOWABLE F WATER LIE z
TO EX. 6" AFTER ABANDONMENT tS
1 FEMOVE i REPLACE GUARDRAIL
_L - - - - - - - AS NEEDED TO INSTALL WATER lNE
1 --- -- -- -- -- -- - r
I - - - - - - ,, /,
R/W
R/W
//
0?
CONTENTNEA CREEK /fII R?
I DESIGNED BY:
DRAYM BY',
DRS
I 1 CHECKED 9Y', ODH
1 PROJECT NO.;
YCBDBO
I II DATE: AUGUST 2011
I SCAE.
REDUCED DRAWING=.
111,x17°
I i NOT TO SCALE SHEET
II
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SIZE OF CONCRETE BLOC( OR CI.?C
FEET OF CONCRETE'
TOTAL RADIAL THRUST _ 1
WEIGHT, CF. OF CONCRETE 150
"C.
VERTICAL BENDS-THRUST 150 P.S.I.
ANGLE _ TOT AL RADIAL THRUST - LB S.
4" PPE 8" PPE 8" PPE 12' PIPE
n 1,• eQn 7X) 9sD LIDO Ssoo
' B£W 1,000 1,800 3X00 7,800
JO' BEND 1,280 2,800 4,000 8,800
1 VERTICAL THRUST BLOCK DETAIL
C,3. NOT TO SCALE
GEED AND MULCH PER
EROSION CONTROL
AND SEDIMENTATION
PLANS AND SPECK
I )
FINAL BACKFILL SELECT COMPACTED
1 BAG1fFICL
TAMPED IN
w 12. LAYERS
I -UNDISTURBED EARTH
I
s
V ?f
--X12 COPPER
INITIAL BACKFILL TRACER WIRE
TAMPED IN B'
< LAYERS S
0 j PIPE BEDDING, CLASSI
567 01 "1 WASHED
TOP OF PIPE I STONE COMPACTED
TO 90% STANDARD
PROCTOR DENSITY
PIPE BEDDING ?- I
I
PIPE GRACE
WIDTH
0.0 24' MIN
O.D. 48' MAX
NOTES:
1. TYPICAL FOR PIPE DEPTHS OF S' TO 14'. FOR DEPTHS GREATER THEN 14'
THE INITIAL BACKFILL SHALL BE SAME MATERIAL AS PIPE BEDDING MATERIAL.
ALL TRENCHES!0 OR GREATER SHALL BE DUCTILE IRON PIPE
2. FOR DEEP TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN
FROM THE INSIDE FACE OF THE SHORING AND BRACING
3. STONE BEDDING FOR PVC WATER MAINS SHALL BE REQUIRED WHERE UNSUITABLE
SUBSURFACE CONDITIONS EXIST AS DIRECTED BY THE ENGINEER
4, NO ROCKS OR BOULDERS 4' OR LARGER SHALL BE USED IN INITIAL BACKFILL
S. SELECT BACKFILL MATERIAL SHALL BE USED IN ALL LOCATIONS WHERE EXCAVATED
MATERIAL IS DETERMINED, BY THE ENGINEENCONSTRUCTION OBSERVER, TO BE
UNSUITABLE FOR BACK FELLING
6. ALL TRENCHING AND EXCAVATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION
OF THE NORTH CAROLINA OCCUPATIONAL SAFETY AND HEALTH STANDARDS FOR THE
CONSTRUCTION INDUSTRY MANUAL.
TYPICAL PIPE TRENCH
a AND PIPE BEDDING DETAIL
3.1 NOT TO SCALE
CONEPETE THRUST B
LND65T,RBED? COLLAR (3000 P.SJJ I--+I
A " D.LP.
MAN
ANCHOR RING TRENCH WALL C
FI' DLP.
MAN
TRENCH WALL.- -TAMPED BACKFILL
_ ANCHOR RING
SECT
fQd
UNDISTURBED
SOl
elAN
NOTES
8" TO 16" MAINS-t2-W7 BARS
20" TO 36" MAINS-2-140.8 BARS
BARS PLACED AS SHOWN
REINFORCING
SCHEDULE
PPE DIAMETER CONCRETE THRUST COLLAR M40M RHO RHO REQUIRED
A 8 C
6"A",12° r-0" P-0" 2" ONE
IB" r4" P-O" 2" ONE
20' r4" P-D" 3" ONE
24' i-O• 3" TWO
30" P-4" T-2' 4" TWO
38" r-4" T-4" 4" TWO
p THRUST RESTRAINT COLLAR DETAIL
0,3.1 NOT TO SCALE
PROVIDE 4 ML. POLYETHYLENE
AROUND PPE TO PREVENT
GOING. FROM BONDING TO PPE
T-8" GREATER THAN OUT-
SIDE QUIETER OF PIPE -
AT TOP OF PPE
jFH91 GRADE
IA, II : CONIC.
4"WL F-
re°
SECTION "A-A"

BLOCK
POURED
A"
SQ. FT. BEARING AREA
FITTING, 4' PIPE S' PIPE r PIPE 12' PIPE
BO' BEND 1 3 8.8 40.8
DE. OR TEE 1 2.6 3.8 31.8
45-OR LESS 1 2 3 22.1
EXCAVATE AS NEARLY VERTICAL AS POSSIBLE
5 HORIZONTAL THRUST BLOCK DETAIL
C.3, NOT TO SCALE
"RP
6'0X70 VALVE - ? O
lOCO00 HYD. ME ------------
FROM SUPPLY -?
PIPE
DA
(IN.) MIN
FULL PPE
LENGTHS
Y 2
8' J
17 3
12,
3
10• q -
(MI)
NOTE
PLACE CONC. BLOCONO SUCH THAT IT WILL
NOT INTERFERE WITH REMOVAL OF BOLTS.
PESi1LNHE«D?VBUTiALEP "? 0' THROUGH I?
u•
O BLIND RANGE
FULL ) OF RESTPNNED MINT
PIPE SEE TABLE FOR NUMBER REQUIRED DEN END ANCHOR RING
CONC THRUST BLOCK
PUCE ON LAST PPE JOINT
- CONC. BLOCKING
B TERMINATION OF 6" - 12" WATER MAINS
0,3,1 NOT TO SCALE
TEE
GENERAL NOTES
7 STANDARD VALVE RODDING
C,3. NOT TO SCALE
t. ONCE "STALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL
1E COATED WITH 2 COATS OF BRUMINWS BASE PAINT.
2 SEE STANDARD THRUST BLOCK
3. CONCRETE SHAL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL FIITNGS.
IL' MJq
EX. GROUND 1
COINRAGTgt TOPRGVIL£
A MINIMUM OF IT ICE AT 0 %
ONCE FOR PROPER AM.FM
TO CONNECT TO DIP
B' OR 6' DR-9 HOPE
HOPE ?
CONS 1111 TO FUSE ON MJ ADOPMR
GR.9 MIN. THMA(NESS
STFFERER REQUIRED
REDUCED DRAWING
11" X 17•,
NOT TO SCALE
BOLES
1) PIPE WITH RESTRAINED JOINTS
SHALL BE LAID HORIZONTAL,
2) BACKFILL D.LP. WITH CLASS I
MATERIAL FOR FULL PIPE LENGTH,
(2 JOINTS) FROM 4' BELOW PIPE
TO TOP OF PIPE.
g RESTRAINT DETAIL 6" AND 8" HDPE
C,3. NOT TO SCALE
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DESIGNED BY:
GDH
DRAWN BY:
DRS
CHECKED BY,
GDH
PROJECT NO.:
228O-DG
DATE:
AUGUST 2011
SCALE:
AS NOTED
SHEET
C6361
' MN.
FINISH GRADE
Y-0" wN.-T
REINFORCING
4 M U BARS
4 4 CROSS BARS
n . -'\lMNU,N.M AGE 30'
TYPES OF THRUST BLOCKING
NOT TO SCALE
THRU LINE CONNECTION THRU LINE CONNECTION DIRECTION CHANGE DIRECTION CHANGE
TEE CROSS USED AS TEE ELBOW TEE USED AS ELBOW
11
J ..i
CHANGE LINE SIZE DIRECTION CHANGE
REDUCER CROSS USED AS ELBOW
NOTES:
1. TO OETERMINE TEE 912E OF A CONCRETE THRUST BLOCK, DIVIDE THE TOTAL
FORCE BY THE SEARING VALUES OF iHESOIL THE QUOTIENT WILL BE THE
CRC OF THE BEARING AREA OF THE THRUST SLICK IN SQUARE FEET.
APPROXIMATE VALUES FOR VARIOUS TYPES OF SOIL ARE LISTED IN THE
TABLE BELOW.
2. CONCRETE SHALL HAVE A 21-DAY COMPRESSIVE STRENGTH OF 3000941.
DIRECTION CHANGE S. LEAVE JOINTS CLEAR OF CONCRETE.
4. POLYETHYLENE SHALL RE WRAPPED AROUND FITTING WHERE CONCRETE
BLOCKING MAY BE REMOVED.
n CONCRETE THRUST BLOCKING DETAIL
2.3. NOT TO SCALE
1Y THICKN SW 6A
H OR NB Bliiiiii
ONCRETE UMIN0U6
TYP, FINISHED GRACE (1I ))
IN UNPAVED AREAS
ON. E
A
6

0 P? FINISHED
x r
C
CA
ENT
B Y
AT 3,000 P SA
PAVED AB?
. _ (PAVED AREAS)
`

( THICKNE88 BFB 6A
2
H ON HS BITUMINOUS
1
44 1 CONCRETE

? N?
111N
VALVE OOX
, COVER
A V COHCV
CA
E
NS •

BASE COUP-SL N
i1
E
ENT
AT 3.OWP.B.f.
"
- _? NOTE TO CONTRACTOR; b } ?

VALVE BOr
a
VALVE BOX SHOULD NOT
CONTACT MAIN 00. VALVE ?
TAMPED BACKFILL :. •-
4AIN VAL VE ' ?? '?

TAMPED BACKFILLJ CLOCKING MAN

SECTI
ON NOTES,
,.DIP. MAY BE USED FOR VALVE BOX EXTENSIONS.
2. VALVE OPERATING NUT MUST BE EXTENDED SO
THAT THE DEPTH IS NO GREATER THAN 5' FROM
THE SURFACE USING A MANUFACTURER APPROVED
EXTENSION KIT.
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED
OUTSIDE OF PAVED AREAS.
6 STANDARD VALVE BOX INSTALLATION DETAIL
(,'$, NOT TO SCALE
TOTAL POUNDS
„
NOMINAL

DA.
.
DEAD
END
w
SEND
4C
BEND
22M •
BEND
119
BEND
4• 2.7W 3,600 2pW 1,100 630
6' 6,000 6.000 4,300 2.200 "IN
S. 0.7X) 15,600 7"" 3,600 1'900
i0' 14. W 20'w 11,100 4700 2,900
12' 20,600 29,000 16,700 5,000 4,000
14' 27,6X) 35.000 21,100 11.000 6,400
15• 34700 64400 27,3X) 14,000 7,000
Ie' -0801 53.400 34,100 17,600 8,600
20• 66,000 77,6W 12AN 21,600 146X)
N• TS,SW 111,X)0 60,0X) 31,600 16,100
90' 1208W 1T0.8W 92,300 47,100 23,6X)
3Q- 111,SW 241.400 134,3X) 17,6X) 33,9X)
12' 2J9SW S30.DW 1146X) 91,000 /47X)
IS' N14,OW 430,X)0 232,1
X)
116,6X)
6B,BW
U' 3&,100 6U.2W 200,0X) 149,000 16.500
BEARING LOAD
SOIL (LBJ$Q. FT.)
MUCK D
SOFT CLAY ,,OW
SILT "600
SANDY SILT 3,X)0
SAND 4,X)0
SANDY CLAY 5,000
HARD CLAY 9W0
ITOR LESS

Y4- ALL-THREAD STEEL GATE VANE
ROD(CUT TO LENGTH, 7
WRN GLANDS INN.)
BLOCKING
RIM REQUIREMENTS
BRANCH SIZE No OF RODS
C 2
S. 2
B' 4
17 4
1S- B
24' 6
360) (AS SHOWN ON PLANS)
(I NOMINAL PIPE SIZE SMALLER MAN HOPE
NOMINAL PIPE Lx*MCTER)
NO WFLECTION M THESE A'NATS
x
0
y
O
W
Ci
a
a
m
ti
W
I
a
0
h
W
h
a
W
O
U
N
Z0
N
?m
o ?N
k ? C
?ti o m
wn^?
cb?4
4N??
2N- ol.
V-0' NI?
MAX MIN.
? I FLOW
?Yk.*
STCEP CUT
OR
SLOPE OPF r
FILL L SL S ?, L? IC" 1
. ?i .a L FORM COPACTEO BERM
-rI WITH EXCAVATED MATERIAL
UPSTREAM SLOPE I P09111YE G=DE I Ox MA% n
SIDE SLOPES
21 MAX

STEEP CUT OR
FILL SLOPE
PI A
1 TYPICAL DIVERSION DITCH DETAIL
4. NOT TO SCALE
721
a wW 0 4 w? STAPLE LOCATIONS (TYP)
OGO
I?T'I D C_
WO GRADE SLOPE
G? V m
tR-081M
5 ?p f ACROSS MIOOLE
w °m f 4
0
WO NETTING OR MARINO
(SEE SPECIFICATIONS)
1T ANCHOR TRENCH
END OF LINER SHEET
INSTALLATION Of LINER.
I. APPLY LIME FERTILIZER AND SEED BEFORE LIN
LAYING ER.
i. LA Y LINER FROM TOP IY SLOPE OR CHANNEL AND UNROLL
WITH WF IT DOWN THE GRADE.
ALLOW THE O LAY LOOSELY WIO WRINKLES, GO NOT STRE'tCH LINER
J. BURY URY THE UPSLOPE END IN AN ANCHOR TRENCH 0' DEEP. COVER WIT WITH SOIL AND TAMP
fOIIN N TWO PROVIDE
. LINER
STRIPS, RIPS, CUT STAPLES A TRENCH AND ANCHOR THE END ENO OF THE E NEW LINE SHOWN A ABOVE
M TOO JO .
OVERLAP THE END OF THE PREVIOUS A REVIOUS ROLL 12' MINIMUM AND STAPLE 12' O,C-
BELOW ANCHOR TRENCH.
MAINTENANCE'
INSPECT PERIODICALLY OR AFTER RAINSTORMS FOR
EROSION OR FAILURE REPAIR ALL WASHED OUT AREAS
BY REGRADING, RE-0EEDIHG, AND RE-INSTALLING LINER
AND MULCH AS REQUIRED.
2 TEMPORARY DITCH LINER DETAIL
4. NOT TO SCALE
DE-WATERING BAG
(P r OISCARGE HOSES
wuoerd. ? "?? 4'H;
VELOCITY
JAM
Fe¢ anaiA R.N' V`6• DISSIPATION AREA
r°AONxT nMAno 1'.iyl,^ 1STPEAM WISE PU PARpi
?A.erm+s ]' onA«reIQ !.\'..rA°t ..,$^^"' '"°•«'Y' ':'' ._ ?_ F '^ 1
' aA?w? e>mwlW OOrt
PLAN VIEW PUMPS SHALL
ATE VELOCITY r «aAV I, rWnovrLn. aarnln. ON TO SANDBAGS OR RIP RAP
uAbn? TO DISSIPATE VELOCITY FLOW
a°a?ormxm" £A.?d,a ?I ?^ malrBAxFnlrae
SM VIEW A " R ,-t•-r-,--r ??? rt
m- "r DAWN REACH SEDIMENT _
' T"TNSN F I *L,F lvA ) DIKE TO FORM VELOCITY wau
/ }1 11. ^E ` 7IdJe `^ DISSIPATION POOL SEDIMENT
DIKE 7RG'i75ibe?`"
? Ie? i ?F `IJ' all '1
5
INBT ? RATION F-0MM NDAT(OAV1. PREPARE THE SOIL No APPLY APPROPRIATE FERTILIZER AND SEED.
2. REMOVE ROLL OF MAT FROM PLASTIC COVER.
8. OUNNROLL THE MAT WITH NETTING ON TOP AND STRAW FIBERS IN CONTACT WITH THE SOIL.
4. SLOPES, PLACE THE MAT VENTICAL TO THE SLOPE -11 FOLLOW STAPLING PROCEDURES SHOWN
ON DIAGRAM.
6. IN DITCH LINE AREAS, PUCE THE MAT PARALLEL TO THE FLOWLINE OF THE DITCH AND FOLLOW
STAPLING PROCEDURES SHOWN ON DIAGRAM.
B. SIDES OF ADJOINING MATS MUST M BUTTED SNUGLY TOGETHER BEFORE STAPLING.
T. EACH STAPLE MUST ENGAGE A PORTION OF THE PLASTIC NETTING AND BE SET FLUSH WITH THE
SOIL SURFACE.
B. TO AVOID DISTURBANCE OF SEED AND FERTILIZER BY WIND OR HEAVY RAIN, MAT
SHOULD BE PLACED ON THE TREATED AREA WITHIN 2 TO A HOURS,
B. WHERE DIFFICULT SOIL OR GRADE CONDITIONS EXIST, A CLOSER SPACING OF STAPLES MAY BE
REOUIRED-
ROIL OUT MAT WI COMMON ROW FOR
THE OUT MA DITCH LINES. PLACE
USE 6 STAPLES AT START 1 \ 6 STAPLES ACROSS
OF EACH MAT IT- SEAM.
..
.
' mn
,
..
.e
11?I
;'•:3:-".: rr
0
W,
4 `?
OIL
N
,?
M1 S yDj

<
W
LOCALES LOCATIONS MM''{{II i
OUT
STALES AB A

.. OFFSET INNER AR) LOWER END
.d.:>';v'.d SHOWN M1V M_.ON WOE DITCHES PLACE MAT 80 THAT
THERE ME NO LONG BEAMS WITHIN 24'
OF BOTTOM CENTERLINE OF DITCH
PATTERN FOR ANCHOR STAPLES PITCH LINE APPIILATM
NOTE?
TO BE USED IN DITCH NO 1 FROM JUNCTURE OF DITCH NO. 1,2, AND 3 TO OUTLET OF DITCH NO 1
FOR A TOTAL LENGTH OF APPROX. 600 LINEAR FEET.
n SYNTHETIC MAT PLACEMENT DETAIL
4. NOT TO SCALE
TOP OF STREAM
PUMP
E HOSE PIPEA9B f
Z 8UMP HOLE OR
POO 12' TO
te' DEEP. T DIMI
`-CLEAN WATER
1 1 /-TOP OF STREAM SANK
STREAM FLOW WATER TRANSMISSION MAIN

SILT FENCE
?L
mMm1BK21lWwaamNNO 1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK
FRONT VIEW ntx FAMNC..uaNlana AREA AND STREAM FLOW SHALL BE PUMPED AROUND THE WORN AREA. THE PUMP SHOULD
DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS.
2, WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A
DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED DEVICE. THE MEASURE SHALL BE
LOCATED 8LICH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM
SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SILT BAG AND STREAM.
3, AT THE END OF EACH WORK DAY, THE DISTURBED CHANNEL SHALL BE MATTED.
5 REINFORCED SILT FENCE OUTLET
4. NOT TO SCALE
TEMPORARY SEEDING (BY SEASON)
FILL LATE WINTER AND EARLY BPRINB?
BffC#q M?X1UE RATERWa.I 8E®61D MIIDIVE RATEMrn) BEEDND MXR.lE PATE Rbq
4.d*W Im ?yy a
IA.,n.. DATES
. M dN.oIM,eNUnrcm .. w. mu»
-AMENDMENTS
wwmN ?oo+n m...+ A.na.... .rWmmN.m
s?nrvcwTFe
Ns.AlWtNea luM.,, egLMRSCIENF.
MULCH
NINA4W ba w..wwmwq Iw..N„w? , „m,..,w,.nw
.Mwe.AWxNnaw...A' SDAAArunABCVVm ..rmNe.,a,
«. I?.AFN MAa
wn+laMlu' .emw n,om? Avr.amum......Na,....W
eaMr+»an..AA
Amee.u+.evs.r+.?N..d+N MULCH .rmRmAMAMnm.r?N
ma....am.N,«..,.x«.. WWHmb.m..uw.mrp
mAKTIEW,E
N?i..rN,e.r..°ra. ++naa.m..wAw,.M ...ww.N N,Nm.
MARiI@WNCE ..M,°a.uMa.
owes Mwa ??
9 TEMPORARY SEEDING SCHEDULE
NOT TO SCALE
PUMP AROUND AND VELOCITY DISSIPATOR
4.1 NOT TO SCALE
Seeding Mixture Spnle. Rate (lb/.-)
Feb. 15-Apr. 30. P-.. S.M.,— soB
Sept. i•ODL 31: T, I (arm) i6so
Seeding NOt.C
1. Fran 9.P1.1 . Ma.1, u.. vn.eNNl.d «rko o.d
2 1 ppaaolry dnln.d tlN., mmli «Ho...nd Iw.o. Naba to SC Iblw..
R WN.r.. n.N.IN 1-1. d-Lod, °m11..Nw..no Ina.o. Ka 10.0 ml«n.
Nurw Plants: yy??
Pram to Yry 1 a? 6R. AupP1'S?tdd 8311W?a Oryi(pn nlbl or I6IWw. Budupnu.
Seeding Datoe:
east P.sSiblo
E.rly SWng: Feb. 15. M.r. 20 F.b, 10-AF,. 30
F.W 5«t.1 -S.PL SO 9rpt. 1 -CU. 31
Soll Amendment.: ?y
I= y"ym' And N.11 iu.-HI" ' 1.»lin 11p 310 dy?I
d f,0001b.a. 1o-10.10 t-11U./.
Pr.pamfion of Subsoil:
ComPNb Rp.nUOn. In iM mA to M oM°Ge.na P*.P.r.«bwino.nmmn.lyu«V.n
b d.plhM3M?gN.?Rmlav°v??d?Maot.Pri,rMlile.nd Z.1g. rl.N1IfI21nrA?«
In di.me4r «a Wp.r.
Mulch:
ApPIY I,OMDOdIOy? 'P Cio'n S vlq ulvp.M1 11 U 1 p of ,notJH,-ulI bJ. . H 1.
cA°lanl'anBune mutM1itb ao?n?iWLr.Aabkwnn M??««1
M.Int...n-
n
?ow7n I. lo. NNn mo.a.NNaa r.Tµ?na.
B .N arlap
b
albs la.Nl aloe wl1N60D Ib6w.ffiLa10R11N..«d, f.H1ro,1llba,
.no ..I. t...aie a uiUmm Elalyd Ir°m M. mlMUr..
77PERMANENT SEEDING SCHEDULE
.. NOT TO SCALE
TOP OF J I ' I BYPASS PUMP STREAM BANK
STREAM BANK
STREAM FLOW
NOTES:
1. COFFERDAM SHALL BE DESIGNED AND CONSTRUCTED BY THE CONTRACTOR.
COFFERDAM SHALL BE IMPERVIOUS AND SPAN THE ENTIRE WIDTH OF THE CHANNEL,
2. BYPASS PUMP MUST BE RUN AT ALL TIMES,
B. AFTER UTILITY INSTALLATION, RETURN STREAM BED AND BANK TO THEIR ORIGINAL
GRADE, STABILIZE BANKS, REMOVE COFFERDAM AFTER BTABILIZATION.
C GONSTRUCTIGN AREA SHOULD BE DE.WRTEREO WITH A PUMP THAT SHOULD DISCHARGE
INTO A SILT BAD LOCATED ON TOP OF A FINCH THICK COARSE AGGREGATE BASE.
6. CONSTRUCTION ENTRANCE RAMPS SHOULD BE INSTALLED ON EACH SIDE OF THE CROSSING
FOR APPROXIMATELY 50 FEET WITH SILT FENCE AROUND FOUR CORNERS OF CROSSING.
S. FOR TEMPORARY CROSSING USE TIMBER MAT/COMPOSITE MAT OR OTHER TEMPORARY
CROSSING METHOD,
WET WEATHER DITCHSTREAM
7 CROSSING DETAIL
NOT TO SCALE
MAX It-MAX
.«v-110AUGEWIRE
MESH BACKING
-APPROVED
- ILTERINO FABRIC
FILTER AGAINST In
_
FENCING WHERE Z
N REQUIRED OR AS
DIRECT ED BY THE N
ENGINEER
{
APYROVEO UV "^ ,I -1A GAVOE WIRE
I I Q

SAG iG
I I RLgIERINGTFMRI. I I Ie eM
AXKPNGj I I o=

B'M HORTRENCH,
SE E'Uo'c TO WIPE I I NO SECURE PIL I I a I I

(
TRENCH, SACKFILL
FAONC s. WIN INTO
j
J U 901E AND COMPACT
1.93 LBIFT STEEL POSTS
tlgIE9:
1. FOR AREAS OF EARTH SACKFILL. POSTS SHALL BE SET AT DEPTHS OF A'-0' MIN.
AND ANCHOR TRENCH IS TO BE 1T'XI? WITH FILL TO BE
COMPACTED.
3. PROVIDE ADEQUATE EXCAVATION AHEAD OF 511T FENCE TO ACT AS A
V LOCITY BREAK AND SILT TRAP.
3. CONTRACTOR SHALL MAINTAIN AND REMOVE BUILT UP SEDIMENT ON
FEN CEATPERIODIC INTERVALS
AS DIRECTED BY INSPECTOR,
A. CONTACTOR MAY USE ALTERNATE MATERIAL OR METHOD TN00
UPON APPROVAL FROM ENGMEER,

(,fl l 1 L n
4 SILT FENCE DETAIL v
4. NOT TO SCALE W d
z??&
sop,

a
§
L.Lj
F-
2
,L
OpONO % /?i' 1pD'Mlry J

j
_ ?<
S MIN - l l' O
0
w
LU Z
RADIUS TO
ACCOMODATE NCDOT 06 OR 061-' (7D
(
O?
LARGE TRUCKS -WASHED STONE
NEW CONSTRUCTION
mtl O
loo MIN

- ID MIN 37 MIN
L fL
} EA
RO
AOWAY 0 aw
Z
= Ir
w
.; r.5 ... ..? ??r
"
,
? O CD

s
e MIN,
-
.
-IrMIN.
Z?
0
ECnar , 0
?-
I. ENTRANCE APPLICABLE ATALL POINTS OF INOREBS AND EGRESS UNTIL SITE IS STABILIZED. r

Q
2. CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BV ALL
CONSTRUCTION VEHICLES. ~
Z
3. PERIODIC TOP DRESSING AND ROUTINE SHALL STOCKPILE BE PROVIDED ON
ENTRANCE AS REQUIRED. CONTRACTOR LL S
CKPILE FRESH STONE O ON SITE.
A, ANY MATERIAL THAT MAKES S IT IT TO EXISTING ISTING PUBLIC ROADWAY SHALL BE REMOVED w

O
AND CLEANED IMMEDIATELY. l
TS
N
8 TEMPORARY CONSTRUCTION ENTRANCE DETAIL
4.1 NOT TO SCALE \
,?elKdee?
? •? •?. i
Q

e

0 N ?p

DRAWN ln`,
DR'
CHECKED BY,
GM
PfKMECT NO,
228001
DATE
AUGUST 201
SCALE:
AS NOTED
REDUCED DRAWING SHEET
1 V, x 171,
NOT TO SCALE C-4-1
r
i