20110784 Ver 1_Site Plan_20111013 (2)

Strickland, Bev
From: John Core [e-mail]]
Sent: Wednesday, October 12, 2011 3:26 PM
To: Strickland, Bev
Cc: Brian Johnson
Subject: RE: dwq# 110784 Central Nash Phase 4
Ms. Strickland,
Please follow the instructions below to link to our FTP site to retrieve/download the drawings. The folder labeled "Central
Nash Phase 4 DWQ Project# 110784" contains a folder for each of the two contracts in the application.
The Wooten Company maintains an anonymous FTP site for the exchange of files. It can be
accessed using any ftp client. If you do not have a ftp client you can access the files
from Windows with the following instructions.
1. Open a Windows window (NOT Internet Explorer) . If the Address Bar is not displayed
near the top left Open "View" --> "Tool Bars" and select "Address Bar" so that the
address Bar will display.
2. Type ftp: //ftp.thewootencompany.com into the Address Bar and press enter.
3. Open "PUB DROP"
4 . You should now be able to copy files to the site or copy files out of the site.
Be aware that once a file is uploaded it cannot be changed or deleted.
Please contact me once you have transferred the file or files so that I can remove it
from the site.
Please let me know if you have any questions.
Regards,
John Core, El, LEED AP
Assistant Project Engineer
The VUooten Company
120 North Boylan Avenue
Raleigh. NC 27603
919,828.0531
Fax [phone]
www.thewootencompany.com
THE
W�OOTEN
COMPANY

-----Original Message-----
From: Brian Johnson
Sent: Wednesday, October 12, 2011 12:49 PM
To: John Core
Subject: Fwd: dwq# 110784 Central Nash Phase 4
John,
Can you provide?
Thanks,
Brian
Mr. Johnson,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format
(black and white 300dpi, not grayscale or color) for the project listed above. If the plans are too large
to store in TIF format, they can be stored in PDF.
Thanks
Bev
Beverly Strickland,Administrative Officer
Division of Water(duality- Program Development
N.C. Department of Environment and Natural Resources
Mail Service Center 1650, Raleigh,NC 27699-1650
Phoned 919-807-6350
Finail Address: Bev.StricklandLq),ncdenr. ov
Main Line tr [phone]
Fax Line [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Lain and may be disclosed to third parties.
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CHAIRMAN * BILLY MO GAN
VICE CHAIRMAN , FRED BELFIELD , JR .
ROBBIE B . DAVIS LOU M . RICHARDSON DANNY TYSON
WAY NE OUTLAY MARY P . WELLS
COUNTY MANAGERs ROBERT M . MURPHY
COUNTY NGINEER/ UTILITIES DIRECTOR4 DEREK HA K S , P . E . 00,
OPERATOR IN RESPONSIBLE CHARGE ( ORC ) $ SCOTT FARMER
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120 North, Boylan Avenue Raleigh NC 27603-1423
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License Number F-0115
SHEET NO. 1 OF 14

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ABBREVIATIONS GENERAL NOTES: INDEX TO DRAWINGS
A AREA L LENGTH 1, CONTRACTOR SHALL CONTACT UTILITY COMPANIES OR NO CUTS AS NECESSARY TO CONFIRM 1. COVER SHEET
ABAND ABANDONED LP LIGHT POLE THE LOCATIONS OF ALL EXISTING TELEPHONE, ELECTRICAL AND TV CABLES, GAS LINES AND
ABC AGGREGATE BASE COURSE LT LEFT OTHER UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. 2. INDEX OF DRAWINGS, LEGEND &, GENERAL NOTES
AC ACRES LWL LOW WATER LEVEL 2. THE CONTRACTOR SHALL NOTIFY NCDOT AT LEAST 24 HOURS PRIOR TO BEGINNING ANY WORK 3. LOCATION MAP & VICINITY MAP Z
A.F.F. ABOVE FINISHED FLOOR WITHIN NCDOT RIGHTS-OF-WAY. R/W SHOWN AS MAINTAINED IS GENERALLY A 60' RIGHT-OF-WAY 0 cn
AL ALUMINUM MAX MAXIMUM EASEMENT. THE CONTRACTOR SHALL TAKE ALL PRECAUTION TO HAVE THE NCDOT 4. 12"/16" WATER LINE - NC HWY 97 - STA. 0.00 TO STA. 84+00 u; z
APPROX APPROXIMATE MAIL MATERIAL
ASPH ASPHALT MECH MECHANICAL RIGHT-OF-WAY WIDTHS VERIFIED BEFORE INSTALLING WATER LINE. Lu
5. 12" WATER LINE - NC HWY 97 - STA. 84+00 TO STA. 168+00 °r
ASSY ASSEMBLY MFR. MANUFACTURER 3. NEW WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3' - 0". GREATER DEPTHS U_
AVG AVERAGE MH MANHOLE MAY BE REQUIRED TO AVOID CONFLICTS WITH CULVERT CROSSINGS UTILITIES AND OTHER 6. 12" WATER LINE - OLD BAILEY HWY N. of HWY 97 - STA, 0+00 TO STA. 35+00 f STA. 47+00 TO STA. 84+00 0
ARV AIR RELEASE VALVE MJ MECHANICAL JOINT e x
STRUCTURES. REFER TO THE PROFILE DRAWINGS AND DETAILS FOR THE KNOWN LOCATIONS w
AZ AZIMUTH MIN MINIMUM a
AWWA AMERICAN WATER WORKS ASSOCIATION MON MONUMENT OF THESE UTILITY, CULVERT AND STRUCTURE CROSSINGS. 7. 12"/16" WATER LINE - OLD BAILEY HWY AT TAR RIVER CROSSING - STA, 35+00 TO STA. 47+00 z
4. THE CONTRACTOR SHALL OBTAIN THE EXPLICIT PERMISSION OF THE WATER UTILITY OWNER PRIOR 8. 12" WATER LINE - OLD BAILEY HWY (SR 1001), N. of HWY 97 - STA. 84+00 TO 107+77.75 w
B-B BACK OF CURB TO BACK OF CURB N/A NOT AVAILABLE TO THE OPERATION OF ANY EXISTING WATER VALVES, HYDRANTS OR USE OF ANY MUNICIPAL 4" WATER LINE - BEND OF THE RIVER RD. (SR 1745) - STA. 0+00 TO 26+29.40 CL
BLDG BUILDING N NORTH WATER. (THE COUNTY OF NASH.) 4" WATER LINE - LEE RD. (PRIVATE) - STA. 0+ �
BM BENCHMARK NAD 83 NORTH AMERICAN DATUM 1983 AS TO 13+44.37
BOA BLOW-OFF ASSEMBLY NC NORMAL GROWN Al 4" WATER LINE - STARLING RD. (PUBLIC) f SHASTA RD. (PRVT.) - STA. d+CQ TO 15+01.74
BOA BOTTOM NC GRID NORTH CAROWNA GRID 5. THE CONTRACTOR SHALL SEED, MULCH, AND TACK ALL DISTURBED AREAS WITHIN SEVEN (7} " WATER LINE - SHASTA RD. (PRIVATE) - STA. 0+00 TO 3+81.36
BW BARB WIRE NCGS NORTH CAROLINA GEODETIC SURVEY DAYS AFTER BACKFILLING TRENCH. ALL SEDIMENTATION CONTROL MEASURES SHALL BE KEPT
NUMBER IN OPERABLE CONDITION UNTIL A STAND OF GRASS IS ESTABLISHED AND THE AREA IS CAPABLE 9. 6" WATER LINE - OLD BAILEY HWY (SR 1001), S. of HWY 97 - STA. 0+00 TO 84+00
NO
C&G CURB AND GUTTER NOS NOT ER SCALE OF RESISTING EROSION BY WIND AND RAIN. THE CONTRACTOR SHALL INSPECT ALL SILT FENCE,
CB CATCH BASIN NOS NOMINAL AND ROCK CHECK DAMS AT LEAST WEEKLY AND IMMEDIATELY AFTER RAINFALL 10. 6" WATER LINE - OLD BAILEY HWY (SR 1001), S. of HWY 97 - STA. 84+00 TO 95+07.50
G CENTERLINE NWL NORMAL WATER LEVEL WHICH RESULTS IN STORMWATER FLOW IN DITCHES. UPON STABILIZATION OF THE SEEDED AREAS. 6" WATER LINE - ADA TAYLOR RD. (SR ) - STA. 0+00 TO 42+75.20
CIP CAST IRON PIPE THE CONTRACTOR SHALL REMOVE SILT FENCE. CHECK DAMS AND OTHER SEDIMENTATION 4' WATER LINE - LEE LANE (PRIVATE) - STA. 0+00 TO 21+39.98
CONTROL MEASURES AS DIRECTED IN THE SPECIFICATIONS,
Cl CURB INLET OC ON CENTER 11. 6" WATER LINE - MAUDIS RD. (SR 1947} - STA, 0+00 TO 48+08.53 V -
CLR CLEARANCE OD OUTSIDE DIAMETER 6. ROCK CHECK DAMS SHALL BE INSTALLED PER ENGINEER'S INSTRUCTION AND GENERALLY REQUIRED 4" WATER LINE - SAGE MEADOWS RD. (PRIVATE) - STA. 0+00 TO 17+12.21
CM CONCRETE MONUMENT O/ OVERHEAD
CMP CORRUGATEDDMETAL PIPE ORtG ORIGINAL EVERY 500 FEET ALONG GENTLE SLOPES AND EVERY 200 FEET FOR STEEPER GRADES. THE COST t,
OF COMPLIANCE WITH THESE REQUIRMENTS SHALL BE INCLUDED IN THE UNIT BID PRICE OF 12. 4" WATER LINE - SANDY FORK RD. (SR 1740) - STA. 0+00 TO 38+42.16
CMU CONCRETE MASONARY UNIT THE APPLICABLE BID ITEMS. ..
CO CLEAN OUT PC POINT OF CURVATURE :
CONC CONCRETE PED PEDESTAL 13. MISCELLANEOUS DETAILS
CONT CONTINUOUS PE PLAIN END 7. ON SITE BURIAL OF ROCKS STUMPS OR ROOTS WILL NOT BE PERMITTED. THE CONTRACTOR SHALL
x
DISPOSE OF SUCH CONSTRUCTION DEBRIS OFF-SITE AND IN ACCORDANCE WITH ALL FEDERAL, STATE, 14. MISCELLANEOUS DETAILS '
CONSTR CONSTRUCTION PI POINT OF INTERSECTION AND LOCAL LAWS, ORDINANCES, AND CODES. THE COST OF SUCH DISPOSAL SHALL BE INCLUDED IN THE CID r r
CONTR CONTRACTOR PIV POST INDICATOR VALVE
UNIT BID PRICE OF PIPE. ova
COR CORNER P PROPERTY LINE
CP&L CAROLINA POWER AND LIGHT PP POWER POLE
CULV CULVERT PRV PRESSURE REDUCING VALVE 8. WHERE WATER LINE CROSSINGS OF GRAVEL OR SOIL DRIVES ARE REQUIRED, THESE SURFACES SHALL
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BE RESTORED TO THEIR ORIGINAL CONDITION. THIS MAY INCLUDE THE USE OF STONE OR GRAVEL '
PSI POUNDS PER SQUARE INCH WHERE NONE PREVIOUSLY EXISTED IF CONDITIONS ARE WET AND UNSTABLE. SUCH WORK SHALL BE
D DEPTH PVC POLYVINYL CHLORIDE
DI DROP INLET PT POINT OR POINT OF TANGENCY INCLUDED IN THE UNIT BID PRICE OF THE APPLICABLE BID ITEMS.
DIA DIAMETER PVMT PAVEMENT 9. WHERE WATER LINE CONSTRUCTION IS INDICATED TO BE THROUGH EXISTING PAVED DRIVES, THE
DIP DUCTILE IRON PIPE CONTRACTOR MAY ELECT TO BORE THE DRIVES IN LIEU OF CUTTING AND PATCHING. IF THE
DIM DIMENSION R RADIUS CONTRACTOR ELECTS TO BORE, PAYMENT SHALL BE MADE AT THE UNIT BID PRICE FOR PAVED DRIVEWAY
DISCH DISCHARGE R/W RIGHT OF WAY REPAIR FOR A QUANTITY EQUAL TO THE ACTUAL LENGTH OF PAVEMENT ALONG THE AXIS OF THE
DIST DISTA.NCE RCP REINFORCED CONCRETE PIPE _[
DOT DEPARTMENT OF TRANSPORTATION REF REFERENCE
WATER LINE BORE TIMES THE MAXIMUM WIDTH FOR PAYMENT ALLOWED UNDER THE BASIS OF PAYMENT. z DW DOMESTIC WATER REQ'D REQUIRED ALL PAVED DRIVES DAMAGED OR CUT BY CONSTRUCTION ARE TO BE RETURNED TO THEIR ORIGINAL ®,
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DELTA RET RETAINING
CONDITION WITH LIKE MATERIAL (I.E. CONCRETE FOR CONCRETE, ASPHALT FOR ASPHALT, ETC.) cc
REV REVISED PAYMENT SHALL BE AS DESCRIBED IN THE BASIS OF PAYMENT. 06
E EAST RPZ REDUCED PRESSURE ZONE 10. THE CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNER MARKERS.
EA EACH RPM REVOLUTIONS PER MINUTE � �---- LU
EFF EFFLUENT REINF REINFORCED ALL DISTURBED PROPERTY CORNER MARKERS SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, o
EIP EXISTING IRON PIPE RT RIGHT AT THE CONTRACTOR'S EXPENSE. 0
EL ELEVATION
ELEC ELECTRIC S/W SIDEWALK 11. THE CONTRACTOR SHALL COORDINATE WITH THE COUNTY UTILITY DEPARTMENT FOR TEH PROVISION p a-
EP EDGE OF PAVEMENT SAN SANITARY
OF WATER SERVICES, EXACT LOCATIONS OF WATER SERVICES SHALL BE VERIFIED BY THE ENGINEER e
EW EACH WAY SCH SCHEDULE ON THE SITE PRIOR TO CONSTRUCTION. c Li F- I�
EX EXISTING SDMH STORM DRAINAGE MANHOLE 12. WHERE ACTUAL FIELD CONDITIONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT, LLI LU
EXP.JT. EXPANSION JOINT SF SILT FENCE THE CONTRACTOR SHALL GIVE NOTICE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING z LU LU
SHT SHEET ANY DEPARTURE FROM THE PLANNED ALIGNMENT. FAILURE TO REQUEST AND RECEIVE PERMISSION FOR u- 06 �
F.F.E. FINISHED FLOOR ELEVATION S SOUTH REVISIONS IN THE WATER LINE ALIGNMENT WILL BE GROUNDS FOR REMOVAL AND REPLACEMENT OF THE 0 0
FG FINISHED GRADE SPECS SPECIFICATIONS SURVEY TER EROSIONCONTROL [C cr_ cQ (-D
REVISED WATER LINE AT THE CONTRACTORS EXPENSE SHOULD THE REVISED ALIGNMENT CONFLICT LLI CL
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FIN FINISH SS STAINLESS STEEL
FH FIRE. HYDRANT SQ SQUARE WITH FUTURE UTILITY OR NCDOT PLANNING FOR THE CORRIDOR. EXISTING NEW EXISTING NEW EXISTING NEW ® E ;E z __j
FLG FLANGE ST STREET BENCHMARK WATER VALVE DITCH ! SWALE z
FM FORCE MAJN STA. STATION TEMPORARY BENCHMARK c BUTTERFLY VALVE ®w STONE CHECK DAM LU 0 � <
FOM FIBER OPTIC MARKER STD STANDARD ® TaM CONCRETE MONUMENT 0 U7
FP FIRE PROTECTION SYM SYMBOL EROSION CONTROL �� FIRE HYDRANT Z �-
INLET PROTECTION � �
IRON PIPE + 4 REDUCER/INCREASER I_
FPS FEET PER SECOND
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1. INSTALL SILT FENCE OVER & AROUND TOP OF EXISTING STORM DRAINAGE INLETS & aC LLJ
FTG FOOTING TBM TEMPORARY BENCH MARK NAIL ® RJR RELEASE MANHOLE F•- !;� x
TCP TERRA COTTA PIPE SILT FENCE :zPIPES IN AND ADJACENT TO DISTURBED AREAS. NAIL & CAP ® o WATER METER >- LLI
G GAS TDD TEMPORARY DIVERSION DITCH I- 0
GA GAGE TEL TELEPHONE 2. INSTALL SILT FENCE AROUND SPOIL PILES. ® PK NAIL ® PLUG C TEMP.SEDIMENT TRAP z
PROVIDE EROSION CONTROL MEASURES AROUND STOCK / WASTE PILES AND STAGING AREAS AS p
GALV GALVANIZED TPED TELEPHONE PEDESTAL *378.7 SPOT ELEVATION 6 YARD HYDRANT
GM GAS METER TEMP TEMPORARY DIRECTED BY ENGINEER. -1-665.5 CONTROL POINT � WELL �
GLM GAS LINE MARKER THK THICK WELL
GPM GALLONS PER MINUTE TOC TOP OF CURB 3. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH CURB WATER LINE VEGETATION <
GR GRADE TOP TOP OF SLOPE SILT FENCE OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS. ROCK CHECK DAMS SHALL BE PAVED ROADS
GV GATE VALVE TOW TOP OF WALL PROVIDED PER GENERAL NOTES, ITEM 6. ----- UNPAVED ROADS UTILITIES EXISTING NEW
GYP GYPSUM TP TELEPHONE POLE 4. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF
TRANS TRANSFORMER BRIDGES EXISTING NEW r- TREE LINE / WOODS
HCP HANDICAPPED TYP TYPICAL RIP-RAP WITHIN 15 DAYS OF DISTURBANCE. PAVED DRIVEWAYS PP POWER POLE
HT HEIGHT
Ik PARKING HEDGE f SCRUB LINE
HOR HORIZONTAL Uf G UNDERGROUND
5. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" --- CONCRETE DRIVEWAYS LP 3 t LIGHT POLE
HP HORSE POWER RIP-RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER. ----- GRAVEL DRIVEWAYS Guy GUY WIRE - - - AGRICULTURAL FIELD
HWA HIGH WATER ALARM VC VERTICAL CURVE ------ SOIL DRIVEWAYS CPED 0 CABLE TV PEDESTAL
HWL HIGH WATER LEVEL VCP VITRIFIED CLAY PIPE 6. PROVIDE EROSION CONTROL MATTING IN DITCHES D SWALES AS DIRECTED BY ENGINEER, TPED Q TELEPHONE PEDESTAL ° DECIDUOUS TREE
HYD HYDRANT VERT VERTICAL �-�- GUARDRAIL
VOLVOLUME 7. A TEMPORARY PUMP AROUND SYSTEM MUST BE UTILIZED WHEN OPEN CUTTING TO CROSS STREAMS. Suffer- Zone TAR RIVER RIPARIAN TRANS❑ TRANSFORMER
(SEE DETAIL 9/30) IF NO FLOW IS PRESENT, DIKES ONLY MAY BE UTILIZED AT THE DISCRETION OF BUFFER FIBER OPTIC
1D INSIDE DIAMETER VPC VERTICAL POINT OF CURVATURE FOY0 MARKER CONIFEROUS TREE
IN INCH VPt VERTICAL POINT OF INTERSECTION THE ENGINEER. -x-*- FENCE \
IN/HR INCHES PER HOUR VPT VERTICAL POINT OF TANGENCY CONTROLLED ACCESSACCESS _p-FIBER OPTIC SHRUB
INF INFLUENT f
INT INTERSECT W/ WITH ®- RIGHT OF WAY 42
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INV INVERT WL WATER LINE EROSION CONTROL CONSTRUCTION SEQUENCE: PERMANENT UTILITY _ STORM RAI AG
IPS IRON PIPE SET WM WATER METER ------- EASEMENT
4 ISL ISLAND WT WEIGHT EXISTING NEW
14 CONTRACTOR SHALL CONTACT NCDENR DIVISION OF LAND QUALITY AT 919-791-4211
o WV WATER VALVE PRIOR TO BEGINNING CONSTRUCITON AND PROVIDE OWNER WITH A COPY OF CORRESPONDENCE. o CATCH BASIN INLET
JB JUNCTION BOX WTP WATER TREATMENT PLANT '
CONTRACTOR FINANCIALLY RESPONSIBLE FOR Y` FINES ASSOCIATED WITH NOT PROVIDING D FLARED END SECTION � � � v
v WWF WELDED WIRE FABRIC OFFS k r,f ;
NOTIFICATION OF BEGINNING CONSTRUCTION TO DLO. a:
(b KWY KEYWAY WWTP WASTE WATER TREATMENT PLANT 01 MANHOLE r`h
2. EROSION CONTROL PERMIT SHALL BE MAINTAINED AT CONSTRUCTION SITE AT ALL TIMES. � �• STORM DRAIN PIPE
LF LINEAR FEET YI YARD INLET DESIGNED BY:
3. ROCK CHECK DAMS SHALL BE INSTALLED PER DETAIL. JC/EBM
DRAWN BY:
4. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE EBM
DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS.
q CHECKED BY:
5. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY � WBJ
IMPROVEMENTS. INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND CLEAN OUT TRAPS PROJECT NO.:
Q) AND/OR CHECK DAMS WHEN HALF FULL. 8050-D-1
6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS NEEDED DATE:
OR AS DIRECTED BY ENGINEER.
JULY 2011
SCALE:
7. SEED AND MULCH DISTURBED AREAS WITHIN 14 CALENDAR DAYS OF DISTURBANCE. SEED AND MULCH NOT TO SCALE
(3) ` DISTURBED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOR ANY SLOPES GREATER THAN 3:1.
8. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY LAND QUALITY. UPON APPROVAL OF SITE
STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA, AND
SEED AND MULCH. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED SHEET OF 1
BY ENGINEER,
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I I �I NEW 12" GATE VALVE -----.�._ NC HWY 7
1 — 1 BOX
(TYP.
`LVE Gtr
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I I ( I I NEW 12 x12 TEE v
NSE EX. 48" RCP 1 1 ASSEMBLY NEW FIRE HYRANT Al . 48" RCP
STREAM CROSSING 4S BY HDD 19+00 20+00 21+00 22+00 23+00 24+00 / I 1 CROSSING 11S (EPHEMERAL)
Al Property of SCAL �1 a 100 HORZ.
NOTE: INSET "A" USE CONDITION 2
(INTERMITTENT) -SEE PROFILE James Winstead Heirs 1°' �' 10' VERT. SEE INSTALLATION DETAIL z � � �-'
0 NEW 12" WATER LINE "CROSSING 4S" THIS SHEET PIN: 279600845081 12 FUSIBLE PVC PIPE MAY BE SUBSITUTED
0 (5' INSIDE R/W) DB: 655 PG: 269 W/16" HDPE PIPE �, Cl) =
+ Wetlands NEW 12" GATE VALVE & BOX SILT FENCE (TYP.)- ES CL >_
� Property of .NEW 12" WATER LINE
�-- `� Cobb, Sarah Ferret! (RETURN TO 5' INSIDE NEW FIRE HYDRANT ASSEMBLY H �
ac PIN: 370600030334 12'Sori Dr.
W D8: 307 PG: 340 RIW) ROCK CHECK DAM
Woods W ds Q� Woods
c Q (TYP.) `� w Z LLB Lu
ME F_
q� Landscaping 5 I o c: r' W
I-- {() Rf IN 0+00 _ _ 3rJ+QO® - .. ..••.•. 40 (� N 50:+00 DPP w/Guy - - -R/I+I/ -P "5-
L + --I LL S
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— ---� — _ 26'Aspholt Pavement ( ( +� — — _ (1— 1 ' 1
LW , -- - - - - o—
- - - - - - - - - - - - - - - - - - - - - - - - ' = - - NLS NLS _ _ _ _ _ eb _ - - - - - - - - - - - - - - -
I
- - - - - - - - - - - - _ _ _ _ _ _ - - - - HSE RIW —I +
NSE v +v ry U)
LLJ874 ro m m au
ti M Cn z rr; I�—
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SILT FENCE TO BE PLACED J� ++ < w
AT DRILL LOCATIONS (TYP.) Al - � ® = Uj
i 0 >- W
I—° N I N i
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v a ° v v v M
1 N-m —�-N 1 1 50 LF OF --N-m m-� 160
50 LF OF 50 LF OF 12 R.J.D.I.P. _ 50 LF OF _
12" R.J.D.I.P. ;—I� j 12" R.J.D.I.P. m 12 R.J.D.I.P.4-111— z
199 L� OF 12" FUSIBLE_ 231 LF OF 12" FUSIBLE
PVC PIPE Y HORZ. PVC PIPE BY HORZ.
1 DIRECTION& DRILLING 1 1 MIN. ,
_ DIRECTIONAL DRILLING-- — 150
Cl) I T_` �I—I - �p — �`� { 1
I777777777772
+ �., CP ,-. 8 RCP 11 1� 481 I RCI `
I 1 I i- - \\ —
1 1 C3 1 R01
1
NEW 2" ' FI TING _
I I I
0 ! a (TYP.) MIN. 3
R.J.D.!
AT
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—1 E_ _ _ _ _
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I I I
1 1 130xir;
FT I I
U t" s
(2) EX. 48" RCP I Rb
I I I I STREAM CROSSING 4R BY HDD
(PERENNIAL) SEE PROFILE
0 1 1 CROSSING 4R THIS SHEET 1 1 � `" Zi
Cn 35+00 36+00 37+00 38+00 39+00 SCALEI" - 100' HORZ. ROCK CHECK DAM 66+00 67+00 68+00 69+00 70+00 71+00 SCALE:1" - 100' HORZ.
NOTE, 1 = 1® VERT. (TYP.) NOTE: 1" 10' VERT. �
12" FUSIBLE PVC PIPE MAY BE SUBSITUTED NEW 12" GATE VALVE & BOX 12" FUSIBLE PVC PIPE MAY BE SUBSITUTED �'
U-) C) W/16" HDPE PIPE Property of NEW FIRE HYDRANT ASSEMBLY W/16" HDPE PIPE DESIGNED BY:
` p NEW 12 GATE Barnes Land PIN: 2 79600923 15 4Uan NEW 12" WATER LINE Woods '� JC/EBM
+ SILT FENCE VALVE & BOX v
Q0 (TYP.) Al
18" Crape Myrtle v` DB: 2170 PG: 769 (5' INSIDE R/W) Cemetery 827 (mT1 = DRAWN BY:
NSE o �1 Woods r- EBM
C� 1277 ov g� v c� _ CHECKED BY:
W
o
W P 4 ti I^}1 P w uy Q P _ _ PP - - - -tie.�1 _ _ _ �v�1� _ _ _ �F e f -
a = PP q 60+00 PP P 4 65+061 P /G -T- PP - - - (-r� 1lVBJ
PP 0+00
RZW
�n " _ — _ —. — — — _ _ �— _ — ---1 — T— — — --- — — PROJECT NO.:
2-15'Asphott Pavement i —�- / J 7 - —' _ _ _ _ •
- - - - - - I y - NC- _ - -- ,,-y—L 3050-D 1
q LLJ = �Ff - _ _ _ _ - - - - _ _ _ _ _ _ _ _ - _ - _ - - - - - - RJW _ > DATE: J 01
_ - - - - - - -
� _ _ _ d _ _ _ _ _ _ � �`'L ULY 2 1
— - - -R7w _ _ _ - - - - - - - - �r e
Cl- I � het 1� ac ac
(TI 00 SCALE:
W 0 ��et —I � HORZ.: 1"= 100'
e� �` SILT FENCE TO BE PLACED
LijN I U HSE � � AT DRILL LOCATIONS (TYP.) Al 0
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Q „ 1144
USE CONDITIONC2 SHEET OF 1
SEE INSTALLATION DETAIL
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NEW 12" WATER LINE (2)NEW 12"-450 BEND
4 t5 INSIDE R/W) t5 INSIDE R/W> (TYP.) a �° Uj
NEW 12" WATER LINE ROCK CHECK DAM > z
k 15`Grvl. Dr. 3'x2'Drain Inlet ' v p
t� HSE w118" CPP N _ � 18" CPP p�
gpP-- o ' 66 PT ED D " (2)NEW 12"-450 BEND o= �° Irrigation Pipe M = Cr
W a ti Inlet Drain a 3 N k (TI tti
PP wfGu 3
LLJ8J`�-J- 0 PP w � Sid 5 �O' i Qi Y PP T PP I—
O___ -15'/I�V 90-1 00 PP _ _ _ _ _ _ FeneeO - - - - - - - - - - - T - - - - - 105 100 _ Y _ -
- - L- - _ _
PP /Guy �; + + 00+00 PED ¢PP R/
- - - - - — _�L$ �P�� � _ 18�CPP ®�
x. i i
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28.5`Aspholt Pavement _—_ P I \ lJ t — - - — — — — —F — — —+- — — ' — —;- ——
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_ rr pi (f '� UA
®Well
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HSE M
HSE 534 f r
NEW 12" WATER LINE 610 HSE -- < r '
HSE (5' OFF EOP) 467
+ ,
NEW 12" GATE VALVE & BOX CD
NEW FIRE HYDRANT ASSEMBLY
NEW PERMANENT UTILITY -
EASEMENT (AREA 4,942) -
d t z_
BORE PIT (APPROX. SIZE &
LOCATION)
RECEIVING PIT (APPROX. NEW 12"x12" CROSS 7., 0 on
SIZE & LOCATION) LU
NEW 12"-45° BEND _;
NEW FIRE HYDRANT ASSEMBLY NEW 12" GATE VALVE & BOX
k`_ - _•
s
NEW 12" GATE VALVE FNOTNOTESINSETS ARE AT A SCALE OF 1" 50'
& BOX
r
_—
z
J
C HWY 97 0
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SILT FENCE TO BE PLACED
1 ON DOWNHILL SIDE OF BORE � � -
PIT LOCATIONS (TYP.) , rr
NEW 8" WATER LINE R R/ CC (nn
1 (SEE SHEET 9) EX. 18" RCP CCn _ M CO
00
+ USE CONDITION 200
" EE INSTALLATION DETAIL Q
USE2CONDITION 2 I S E "Alt t INSET "A"
DETAILA < Zt z Csa
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SEE INSTALLATIONPro Property of
Q P Y �p 7J 2©'Grvl. Dr. ---I Z Ly LL1
+ Barnes, Corson B. `�� EX. 18" RCP Woods Cn
PIN: 279600272955 �s USE CONDITION 2 NEW 12" WATER LINE co Uj
I /__ DB: 1111 PG: 658 , SEE INSTALLATION DETAIL (5' INSIDE R/W) ROCK CHECK DADA Woods [mil _ 0 ILL °`
BLDG Property of � � LJ� �
9088 p y (TYP.) M
-K Barnes, Carson B. .s N
CC C'C
_ I— ® C L
NEW PERMANENT UTILITY � � �
209 TRl R 183 EASEMENT (10' x 170') "' — � PIN: 279600272955
�" PP —I —' C
�.d i DB: 1111 PG: 658 =0 135 PP — ® — — — - 140 S
QOM uY PP w1Guy PP _ _ _ _ — — - - _ (T)
r TRLR 157 - — — — _ S
V J + �-�0 __ — 27'As—phatt Paveme�t_ — � LU
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PP Q© e C3 4 PP w1Guy _ _ — ---- — t� I— c>
PP wlGuy �—
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PP w1Guy �h� - c� � _ _ —
PP �
C) ro t ` PP Z — __ _ _. — -� ® _ ® — ® — _ aWell °Well WeU Rf�elJ We((o CP3 C 9
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� ® R R/w- ® — ® _ - - - 374 4©2 426 z 0
. � / + _ _
- ®
_Ex. Back of Curb j Q
L 0
Cn
PROVIDE 117 LF OF NEW 12" �M �
WATER LINE IN 117 LF OF 24"
ENCASEMENT PIPE BY BORING e
& JACKING , �� NEW 12" WATER LINE
(SEE SHEET 9)
__t A
PROVIDE 10 LF OF 12"
STUB OUT, THRUST PROPOSED (°
\ , COLLAR AND CAP BOOSTER PUMP � .
+ Woods SITE (CONTRACT 11) :
EX. 42" RCP 1 t ++ ir
Propery of USE CONDITION 2 +K�
r
r Sykes, 011in B. & William J. Jr.
a PIN: 279600065755 SEE INSTALLATION DETAIL I P1 f Woods.
NEW 12„ WATER LINE I N r ® E #L
® DB: 1530 PG: 455 PP ' HSE +�+ I ,' - ,v
� (5 INSIDE RIW)
� NEW 12"-45° BEND ROCK CHECK DAM 951 0 -x
4 Woodsy (TYP.) Gate ost
�..� / Gatepost 5 P =o I O o
/ © �4. + ,0; i i j PP DESIGNED BY: JC/EBM
105 Q I IR/—� r � - � c7'� PP Landscaping INI_a
W PP J 145+ PP 150+00 ;°7 PP PP 'N ' PP f
_ _ � 155+00 + + 160+00 - - - -
c_ = IA/ ,- _ - - - - - - _ _ _ _ - - - - - - - - - - - - - - - - - - - - - ® ®.. -' =r ... _ .. _ - - DRAWN BY:
`� p0 _
J �► + — �— �F— — — _�_ — 2TAsphalt Pavement— --- +- y , + / — — — -----T- — — —4� ' — — —
i r✓ '
EBM
- - - - - _ - ~ ® _ - - - _� — - - -- - - Rf ROCK CHECK NECKED BY. WB
_
® °Well _ _ _ _ _ _ _ _ _ _ _ _ _ DAM (TYP.)
w c •
�� �< � o NEW FIRE HYDRANT ASSEMBLY PROJECT NO.:
3050-D-1
o +� °v ��
lw
NEW 12 45 BEND �� �� o NEW 12" GATE VALVE & BOX
NEW FIRE HYDRANT ASSEMBLY NEW 12 GATE VALVE & BOX970 DATE:
_ (I� HSE y CONTRACT I JULv 2011
SCALE:
U 4 2
II HORZ.: 1" = 100'
- CONTRACT
a ! STREAM CROSSING 4Q
o ° (INTERMITTENT)
SHEET 5 OF 1
Cn

a
N
N
N
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NEW 12" WATER LINE W
(SEE SHEET 5)
0
DO NOT DISTURB IRRIGATION LINES. IF ---"°�� P
. PROVIDE 69 LF OF NEW 12" WATER NECESSARY, CONTRACTOR SHALL CONTACT z
r LINE IN 24" STEEL ENCASEMENT PROPERTY OWNER TO VERIFY LOCATION En <
NEW 6°' WATER LINE + PIPE BY BORING & JACKING OF EX. IRRIGATION LINES.
(SEE SHEET 9) ' Cemetery
INSET ►►�`► �� BARNES, CARBON B. 1252-459-2548 NEW FIRE HYDRANT
GUNtC ASSEMBLY 0
9G88
Property of NEW 12" WATER LINE ROCK CHECK DAM
1 Barnes, Carson B. (5° INS@E R/W)
PP w/Guy f 4 PIN. 279600272955 �� 8'Grvl. Dr, w/18"RCP (TYP.) ui
ui
PP w/Guy �� dcr DE: 1111 PG 658 ov t Grave ► Woods
NEW 12" WATER LINE Tommstone/Grave NEW 12" WATER LINE a
w R/W �� (TRANSITION TO 5 OFF EOP! Tombstone
,���� ► � -�. ,.,,__� �\ �� (TRANSITION TO 5 INSIDE R/W)
- --1— r - _ _ _ _ ir-rr�afirnrPit�- - - ® - _ _ R�� Grove uj
_ Woods
' — irrigation Pips 1 fl-t (lfl
33'Asphalt'Pavement Irrigation Pipe _ _ _ I 20+00 R1W
— -
-- - - Woods
- - - - - - R/I� 1 ®0 P
_ 25+00
_ co
- - -— a _
® _ / /
- - - - - - 1 l - 24�Asphalt Poveme-�--- + �� � ~ ® �
Irrigation Pipe ® ® Irrigation Pipe - ® _ _ +•; °�
/rrrgatlon p - - - - - - ��
/PP wfGuy R1W e ® ® - - - - - - .� �~
119 NEW 12" GATE VALVE " ~ � , ' r
& BOX
r r RECEIVING PIT (APPROX. u) co CD
SIZE & LOCATION) � w
R,.�.,.. t1',. 4 S)
NEW 12" WATER LINE ��
(SEE SHEET 5) /77
NEW 12"-45° BEND
BORE PIT (APPROX. AJ
t, tiro 1�
I *, SIZE & LOCATION) Q0
r_
NOTE: INSETS ARE AT A SCALE OF 1°° m 50' ,. Q ,
� I 1
OLD BAILEY' HWY.
�
SILT FENCE TO BE PLACED z
ON DOWNHILL SIDED OF BORE 0
PIT LOCATION (TYP..)
Woods / -�� co_ ,-
(J) - o
Woods - PPr M INSET '°A°' � �� �-' � � �uj
C
NEW 12" WATER 35 r
C� LINE (25' OFF CIL �� ® ® ---- �'" `� --'� C
SR 1001) Sign Light Q RJ�� =!'n 3 rr cam..
® - Sign
P ® _ - ITI CI3 TPED , b-V l a <
- - - `c �J r
Q eme�t �.,,,... - .'- R/� --� Sign L igh t a W f—
,t - . —$ NEW 12" WATER N i ro \ ,, -'�I Z --
i `� �
24'As
n Lu
PP w/Guy LINE (25' OFF C/L �' �� - ` -�'� t ( 0 LLJ� >
� TAR RIVER CROSSING SR 1001) / '" iz
cn (SEE SHEET 7) + Sign ./� ,`A k L
Sign 38' Dr. ..
/ t -
8HSE 519 ® �*� w/36 RCP r w/36"RCRCP 9 �� ,,, (� 2 _ u
C) Ex. Rip-Rap / 00 /.-- � • ' ROCK CHECK DAM C �
NEW 12"x12" TEE Q J R/W -�'`�� (TYP.) < >_ M
' t,f> NEW FIRE HYDRANT W ' --F �
l
�-' SILT FENCE TO BE PLACED ASSEMBLY" _ - J __ 2_ ` t p_ -ent J .- -'' �
NEW 12 GATE VALVE
ON DOWNHILL SIDED OF BORE �-- Lil _ _ �._.._ - �- -'"
PIT LOCATION (TYP.> & BOX _ _ — -1-
®I LiJ R/ITV z 0
LLI 0 Q
(f) _
f
OLD BAILEY HWY.
Lq
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WAREHOUSE
7968 ►
NEW FIRE HYDRANT ASSEMBLY
(CONTRACTOR TO COORDINATE
C) EXACT LOCATION WITH NASH EX. 18" RCP t
O COUNTY) USE CONDITION 2 INSET "B"
SEE INSTALLATION DETAIL
NEW GATE VALVE & BOX
NEW 12 WATER LINE shed tTt
°-c./ ► Gatepost
(5 INSIDE R/W! p ROCK CHECK DAM . a
oIy
•�,.! 0. , � 15'Grvl. Dr, w/15" RCP
`� C3 Asphalt U,
w1Gu Gate
post PP ,.>.
y (TYP.)
BLDG PP w/Guy
vl
_ _ Brick `�
t DESIGNED BY
B c Sr n P t m
_ '� a - _ _ _ _ P 65 _ _ _ _ P+O(7 - _ _ _ _ _ _75+00 _ ® _ 0$0 °�\
�� TPE ► .1 0 ► _ _ _ _ P m �Q r JC/EBNI
— -- 'Asphalt Pavement
EBM
— ® DRAWN BY:
71
_ _ {/)
- - - - - - ® - _ _ _ _ CHECKED BY:
_,..
TPED - - - M WBJ
o SILT FENCE (TYP.) e PROJECT NO.: 3050-D-1
FIRES TATION y d:Cl HSE TRLR 7625
c� 794.3 `. 7647 00 00 DATE:►'
INSET B„ JULY 2011
q 4�_ 0 SCALE:
NEW 4 WATER LINE
oo
(:3 (SEE SHEET 8)
Q
U SHEET 6 OF 1
fi
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0
N
N
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NEW 12" GATE SILT FENCE TO BE PLACED A,
VALVE & BOX AT DRILL LOCATIONS (TYP.)
C/) a
0 z
BENDNEW 12"-45o 428 LF OF FUSIBLE 12" PVC
BY DIRECTIONAL DRILLING Lu
Wo ds
a BORING LOCATION TYP. o
0 (SEE ROCK DEPTH IN PROFILE)
+ Pp �
In z
z
® d Boardwalk /� p
00 .... ® •- Ex. Rip-Ra z
p fj ,r
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- _ a
elf l.® cc.- �{j � '
�— l.l_.1 NLS f --..,,._ " Woods a
W Z u o .,� - Ls i` r ~! SILT FENCE TO BE PLACED A EX. 18" RCP
(f) d �'�-� ip R°P AT DRILL LOCATIONS (TYP.) /�3 USE CONDITION 2 812
SEE INSTALLATION DETAIL
Lij — -- �� 10' MIN. SEPARATION NEW FIRE HYDRANT
Rf ..,� l 40+00 Woods " TYP.)FROM WINGWALL NEW 12 GATE VALV HSE
U — /
& BOX 8208 a ,r
q C
C-1- 1 'f 2,
Rock Headwall
r
10'Grvl. Dr.
i
s.,. Ch Rock Headwall
ROCK CHECK DAM
(TYP.) '--`ucrera(f ""-�. \ F
i / f f�cvement -'.� 1 -•_ "-- �_.._.... Well/Elec. Box
m V WGDO �` ==t=� ' 1 r
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— - - -
1 t 145
t 1 '-
1 I 1 __. I i 140
NEW 12" WATERWINIF
JEW 1 "-11.2
135 1 R.J.D.I. IBEND 135
NEW 1 "-11.2
R.—J.1 . , a
L r
a
130
I I 1 1 1
I I I 1 NEW 12" WATER LINE
yap
v
t
1 t t ° t - DESIGNED BY:
t t t
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1 ' t ` 120
WBJ
PROJECT NQ.:
0
� AR E ev.-11 .14 AR Elea.®1 9.43 3050-D-1
I I I I DATE:
_ JULY 2011
11 _ MIN. B' - 11
SCALE:
�r ' ' CO ER o ° HQRZ.: 1'=50'
oo VERT.: 1'=5'
_ o NOTE _
Q ' r 12" FUSIBLE PVC PIPE MAY BE SUBSITUTED
v 1 W/16" HDPE PIPE 11
SHEET 7 OF 14
, cn
35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00

0
N
N
N
M
H
I
Cn
I � Z
WoodsB 0
NEW FIRE HYDRANT ASSEMBLY EX. 18" RCP r� a
NEW 12" GATE VALVE & BOX USE CONDITION 2 Property of �` o
Q SEE INSTALLATION DETAIL 0 z
0 Poland, Johnnie S. & Joseph E. 1 <
+ NEW 12" WATER LINE PIN: 279700477421 a f
"t (5' INSIDE RIW) DB: 1527 PG: 390 / / i W
NEW 12"-45° BEND
ROCK CHECK DAM a
(TYP.) HSE NEW PERMANENT UTILITY
z
• 7080 EASEMENT (AREA 506) F ~ s Z
�-- Woods -
�.r-
Woods Woods f AI
W R/ICY 85+00 90+00 = / Lu
- -
- - - -
W - } - L 6 i10 7 - - - _; - } 24'Rs ho olf°Pavement �— r ( - - W
lJ f
o - - t
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W 7095 Rf W
CONTRACTOR SHALL LOCATE EX.
12" WATER LINE, REMOVE CAP AND
HSE 7385 73e� ,Q) 6� CONNECT NEW 12" WATER LINE
Qt.0
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1,1 (2) EX. 30" RCP
NEW 4 GATE VALVE USE CONDITION 3 /
j BOX SEE INSTALLATION DETAILS
BORE PIT (APPROX. TRLR 392 .�_<
SIZE & LOCATION) SR 174_5
SILT FENCE TO BE PLACED 362
o C r- 0
Al RECEIVING PIT (APPROX. !�1
ON DOWNHILL SIDE OF BORE - SILT FENCE
'
PIT LOCATIONS (TYP.) ` _ SIZE & LOCATION) i 302 (TYP.) 15+00
9 i g
� ® ® NOTE: INSETS ARE AT A SCALE OF 1" 50' =
NEW 4"-22.50 BEND
V ✓ ® '" h� Cam/" � ti' 1�
+ ' PROVIDE 75 LF OF NEW 4°' D.I. WATER ar®®,,, ' ptive ent - , f i�t S� �ro�0
VINE IN 75 LF OF $ ENCASEMENT PIPE 1� -- �`� ,.�•• „ "t v "7� TRLt�, 12 Grvt. �.,�
z`- BY BORING & JACKING / �- _��` HSE 369 wl15~ RCP ..1 / ��� ?0 �
-..
11 ® - STREAM CROSSING 12 �� �',� ` 0 ti o '�
NEW 12 WATER INSET A �' (INTERMITTENT) 15'Grvl. Dr, cC n � �+'
LINE (SEE �.�-® ® w/15" RCP s0 v cv 'n
SHEET 6) ---'' =' � CONCRETE ENCASEMENT `f = R- + T
PER CONDITION 3 SMALL 475 r <Q Q v, ,
cl SPAN FROM TOP OF BANK `` ,�` szQ Z F- � Q .-
" _.- 00
c7 TO TOP OF BANK c(n +
INSET "P�" � ---�' � � f��-, ,� - PP < NEW 4" WATER LINE ROCK CHECK DAM '��� �`�� � °� � �- E- < a 0 g `''
® 1 HSE c� 5 P p (TYP.) 20 Grvl. Dr. �� ,� •.. ® P�F Cn o - (+
PED R� - ' '� HSE coy icETE �q �ASL �T PER corJciTio,i s,�
.--�' " ® � PP L„c� S ALL SPAN FROM TOP OF BAND TO TOP GE BANK ., ° C' � O
SILT FENCE (TYP.)� T, ` Q,, �C w c~n cn cn a
�'sT9 � ,�~® ``® USX 90 NEW 4"NEW 2" BATE VALVE & BOXW OFF Y - Z � w rn Q >o
Y' r" 11
R/� � ``., o PROVIDE 5 LF OF 4" STUB o6 � _ ' °-=
' OUT, THRUST COLLAR 0 0 a
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SEE INSTALLATION DETAIL
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o NEW 4"x4" TEE Lu �' CD
PROVIDE 18 LF OF 4" PVC (5 OFF EOP) U� HSE Z 0 -' w Z
® PROVIDE 18 LF OF 4" j ca HS a uiCC
+ WATER LINE BY OPEN 9544 ,z r CC
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NEW 4" GATE VALVE R/W NA/ !/ `'- LI/0 RD.-4- � BY OPEN CUTTING TPED y
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ii WATER LINE BY OPEN 0 O `N
i NLS NEW 4"x2" TEE Hs
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0 �•.� (TYP.) NEW 2" GATE 529 Wello � ,�
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I� NEW 2" BLOW OFF INSET "D' S , 2" Tree_
ASSEMBLY , �l~� 15'Grvl. Dr. w115" CPP '
°` EX. 15" RCP (D t ` HSE 9497Tree ® �
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TRLR Cedar
I TRLR 9559p ! ' /� SEE INSTALLATION DETAIL 10 r GARn
! I VALVE & BOX
10" Cedar ' ''
ti fl
i r _t._ NSET ,IC1� h/�
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(SEE SHEET 11) i T P - k
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9 ck Headwall f� '�5, ..,-''' / ®.• I + - - — - -
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Cn w115' RCP 5+00 - „.�' ,. © - _
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TPED a .� P = U 1 PIN:278500965582 i f DRAWN BY:
T�,�i �1. �ry p -� ' DB.,2326 PG:908 r' r
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- - - m \. O cnc) ca o
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n 8" Cedar F SHBs 1 4'SH8 9514 TRLR 10'GrvJ. Dr. wl15" CMP R 5
U Row i 0'Grvl. Dr, 4 S TRLR 1 Cedar Row 4 SILT FENCE °J NEW 2" WATER PROJECT NO.:
� © ` ' ` a wl15" RCP � TRLR 1458 m m (TYP.) Cedar LINE (5' OFF EOP)
3g50-D-1
O U � 4'S 3 t 1 (4) 2,
TRLR 1359 a o � op �pSH ' Property of / 15'Grvl. Dr. �i
TPED NEW 2 JULY 2011
PIN: 278500969712 Y—' � "
�� � � � TRL 9400 p '. TRLR 946 ' PP wlGu q� �
� 4 TRLR 9422 �' 4'SHB r Gomez, Ignacro w�15 ' RGP
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q " f +o NEW 4" WATER i TRLR 9470 DB• 2030 PG: 759 � 1 BLOW OFF
IINSET SCALE:
LINE (5' OFF EOP) 1 ASSEMBLY HORZ.: 1"= 100'
� � i o � � NEW 4 WATER LINE �� �
� � � SILT FENCE (TYP.> (5' OFF EOP)
15'Grvl. Dr. wl15" RCP STREAM CROSSING 11L 48'" SHB
O a, I Conc, Block Hdwll. - N
1 P ' (INTERMITTENT) - OPEN CUT 15'Grvl. Dr. w115" RCP
NEW 4" WATER LINE Conc. Block Hdwll. Conc. Hdwu.
v (SEE THIS SHEET) NEW PERMANENT UTILITY TRLR 9409 Asphalt Dr. w115" CPP
i EASEMENT (AREA 1,315) well ® Conc. Hdwll, SHEET OF 1
c� E 8" Cedar Well
24" H
PP wlGuy 24" SHB
O O o 24" SHB
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DO NOT DISTURB IRRIGATION LINES. IF f� `
NECESSARY, CONTRACTOR SHALL CONTACT ' V
PROPERTY OWNER TO VERIFY LOCATION c
OF EX. IRRIGATION LINES.
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BARNES, CARBON B. / 252-459-2548LU
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NEW 12" WATER LINE _ ' S E T ' �/' z
a a (SEE SHEET 5) — `` `` ® l cc
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SEE INSTALLATION DETAIL �PP (5' INSIDE R/W)
STORE
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9088 WATER LINE BY OPEN ;
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SILT FENCE TO BE PLACED
NEW 12" WATER LINE SR ��C)1 ON DOWNHILL SIDE OF BORE A ®O L I
(SEE SHEET 5) PIT LOCATIONS (TYP.)
Property of — — EX. 24" RCP NOTE: INSETS ARE AT A SCALE OF 1" 50'
Barnes, Corson B.
PIN: 279600272955 USE CONDITION 2
NEW FIRE HYDRANT
NEW 12" WATER LINE DB; 1111 PG: 658 SEE INSTALLATION DETAIL
ASSEMBLY
(SEE SHEET 6) t
' E " GATE VALVE
N BOX
NASH COUNTY SOLID
WASTE z
NEW 8"-450 BEND (0 -'
to 0
INEW PERMANENT UTILITY C)
—' EASEMENT (SEE SHEET 5) 45+00
NEW 8"-450 BEND 4+04 -�''- ____� -i— - ---, - _ ' �` ' ® �-
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a
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({') W HSE /�,! w fl,
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3050-D-1
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T i 10'Gr vl. Dr. wf 15" RCP DATE:
Cn I ' NEW 4" WATER LINE6"
Elec. Meter
R � < t NEW
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DULY 2011
(SEE SHEET 10) NEW FIRE HYDRANT ASSEMBLY
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o 1 HORZ.: 1" = 100'
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c�
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& BOX ``� do ; 30+00 __ o
18 CMP (10 cc
6- R1 85+00 30+00 _ 1bV 95+00 o {yo - - - _
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NEW 6" WATER LINE I ''
i (SEE THIS SHEET) AD
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t i INSET "A ' p I NEW 6" WATER LINE
I i I i (SEE THIS SHEET)
F
EX. 24" RCP P
USE CONDITION 2
I X SEE INSTALLATION DETAIL NEW FIRE HYDRANT ASSEMBLY
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P NEW 6" GATE VALVE & BOX
NEW 6" WATER LINE , PROVIDE 10 LF OF 6" STUB
(5' OFF EOP) OUT, THRUST COLLAR, AND z
FOM -_ 1+1f CAP -'
0
EX, 30" RCP _ _40 0 ¢
USE CONDITION 2 1 0
20+0- -- - � SEE INSTALLATION DETAIL , �- LU L
20'Gr vl. Dr. w/15"RCP o p" M ccY3
CJ CJ 06
Q. ROCK CHECK DAM f CC co w- Uri C„
--_-.77 2ztQ TPED1FQM (TYP.) NEW 6" GATE �- Cl) = o + 0
A SILT FENCE TO BE PLACED William
s, B axy o wade 2 sP"°c - _ �� " ' - ` VALVE & BOX ® � �+. C\1 I—
r , A7 DRILL LOCATIONS (TYP.) ,�"®' � ° g " PP q � c)
PIN 2 795004 74,368 i ter' / -- + � NEW 6"x6" TEE `' --- �[
DB: 2151 PG: 993 ® / s 4 '`''". -. 1 0; /141 CPS W ::,
PROVIDE 84 LF OF NEW 6" PVC
STREAM CROSSING 11M BY HDD ' k ` , " v . t1-� `---..30+00 WATER LINE BY OPEN CUTTING cn C
(PERENNIAL) SEE PROFILE �� d _ _� �__ CLL L < W
"CROSSING 11M" THIS SHEET f � . �``'-�-� _�=� � � cn
INSET „B'� I LU
Rip-Rap t�..::.. I Q W
/ -.� ''-- -,_ - ® 35+0 NEW 6"
/ '`-- -`' - X WATER LINE ® �
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Property of ::... a5 l`s' f' c (� c '---- �.- ,- (SEE SHEET 11)
Rhoades, Mark A. & David A. :::::' r ) _o—¢ �—° `."'! " ® �--._. I . p ® Z
PIN:279500591783 ry c c ti `i `�-- .. -- I'
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- GM��� I NOTE- INSETS ARE A7 A SCALE OF 1" - 50'
p
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140
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R.J.D.I. BEND I I _ MINSEP. 3'
(TYP.) { I ARATION
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I 12+00 13+00 14+00 15+00 SCALEe1" 100' HORZ. g
a I ' C-PPbwrGuy NOTE: 1" 10' VERT. '
�° 6" FUSIBLE PVC PIPE MAY BE SUBSITUTEp
o I NEW 6"
SHEET
LINE
p
\ Wl8" HDPE PIPE �
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I EX. 24" RCP �`�G � � I AIN
p USE CONDITION 2 ' PERMANENT UTILITY
q' I SEE INSTALLATION DETAIL �������a�����
NEW 20
Q' well ROCK CHECK DAM EASEMENT
Pump House p _CPP (TYP.) Property of fl \
Barnes Land Corporation \ DESIGNED BY:
� I ,•�' JCIEBM
PIN: 279600328292 ,
HSE I NEW 4" WATER LINE DR: 2170 PG 769 NEW 2� BLOB,OFF � /' DRAWN BY: EBM
70281 (5' OFF EDGE OF GRAVEL) ASSEMBLY
I 20 -0m a CHECKED BY 5+00 I o° c
O WB
f ... _. _..—.._.. 279600 376
�� Property o
.—..—.. ..—. —..�..—.. Barnes Land Co p n�{ �
. —� -,,,PIN, 314 \ CJ a'
O �I i - ---,--- -- - —»-- -_ _ t -- rove oo .. .... _ ..._ ..._ 1.0+0Q 5e,: 2362 PC: 594o�'
J
O PROJECT NO..
_ ______ .,_ HSE ,�
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324
O cfl � HSE F, '� 3050-D-1
I NEW 4" GATE VALVE L _ -— ---- - _—- "-.. I5+0 �1 /'/ DATE:
___ , — JULY 2011
O I & BOX I A -`° `- _ � 18' Pine
� I " — _ 15` ei'w a SCALE:
co
O O ' Property of
Barnes Land Corporation
\ ! PIN: 2 28292 ` SHEET 10 OF 1
D8: 2170170 PG: 769 \
o a a EX. 18" RCP
o o USE CONDITION 2
SEE INSTALLATION DETAIL10
I,j (5 a Q

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cv
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NEW 6" GATE VALVE '
& BOX
Landscaping > i�
12'Gr vl. Dr. ui
O w/15" RCP O
W HSE C
4 959
ZZ
r / o _ _ - --- s NEW 4 WATER LINE Q
�LQ+pp r_J -�l...— ® ®. ... ow l (SEE THIS SHEET)
NEW 6" WATER LINE Woods- �� c� ^ _ cr d
_--_---
NLS ti , R/V� {5' OFF EOP) ''---_' `_. - - �_ , . - �� 101 EX, 24" RCP
PP w/Guy USE CONDITION 2 a
PROVIDE 18 LF OF NEW 6" PVC SEE INSTALLATION DETAIL
-®, ./` �/ owelt ~ ` TPPED cc
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INSET "A" USE CONDITION 2 ®' /.// f (TYP,)
SEE INSTALLATION DETAIL
+0 INSET "B"!
NOTE: INSETS ARE AT A SCALE OF 1 50
TPEDIFOM
/ tx194,7
� ''{ •..: /J � PROVIDE 58 LF OF NEW 6" PVC
r
WATER LINE BY OPEN CUTTING c
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INSET C NEW "xE Rig T 1 1
"
NEW FIRE HYDRANT ASSEMBLY 'ems
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NEW FIRE HYDRANT INSET B L
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l� EX. 18" RCP I L I
PROVIDE 58 LF OF NEW 6" PVC I 'Q�'� USE CONDITION 2
INSET "A� WATER LINE BY OPEN CUTTING :1 ASSEMBLY 1 SEE INSTALLATION DETAIL
NEW 6 GATE VALVE k
& BOX e�
DPP
R1
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(TYP.) <
-4- SR 1947
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01
SILT FENCE /�\ _ T
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NEW 4" WATER LINE EX. 15" & 30" RCP A � USE CONDITION 2 \ PP in ci
(SEE SHEET 8) T USE CONDITION 2 SEE INSTALLATION DETAIL \
SEE INSTALLATION DETAIL CL
STREAM CROSSING 11K-2
k
STREAM CROSSING 11K-1 �®
G SILT FENCE (TYP.), HSE NEW 6" WATER LINE (INTERMITTENT) 16'As halt Dr. w115" RCP & Conc. Block Hdwlls. _ � � aC � ez T
1337 ; ; s (INTERMITTENT) P C?
TRLR 1350 a `� {5 QFF EOP) 15'Grvl, Dr. wI15" RCP PPTree ti ` PP Q��
o 15 Gr vl. Dr. w115 RCP vV
1D'SoilDr. 15'SoilL3r. w/15" RCP 18" Poplar � 36" Tree N4) 2" Cedar ®� � U) � Q r
C,O 48' SHE PP w/Gu �� 14" Tree �"
u q `�01 a; : TRLR 1365 c�c, L HSE TPED p Lu
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F_ c) o e/ Well PP ^� �- "" 8" SHB _ c & Brick Headwalls NSE W CL — G7
o : oWell Q TRLR 1441 c�c�c> a- �'- Tree r5ar ` p[ �[ t-
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1232
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NEW FIRE HYDRANT ASSEMBLY ppo/' i - W115" RCP
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61
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I NEW 6" WATER LINE ` ok WBJ
o I� (SEE THIS SHEET) 8 � W ooel Jo �� fi
/ PROJECT NO.:
� p4 / � � Gam` ��� 3050-D-1
r
I 15'Soil Dr. �p� ,
INSET "E" PROVIDE 1J LF OF NEW 2" PVC � s
DATE:
B ,/
WATER LINE BY OPEN CUTTING ` p �a3 / J owell DULY 2011
cod Fence SCALE:
owell �9449 / '' Post HORZ.: 1"= 100'
� C3 „® TRLR TRLR 9502
+, oWell
Q - TRLR 9478
Well
q �0 PP w/Guy '" (4) Steel Fence Post
F -.. 15`Grvl. Dr. w/18" RCP SHEET 11 OF 1
n ROCK CHECK DAM WeUo, n (3) 2" Trees
II
o (TYP.) TRLR 945� Steel Fence Post
WIGUYS
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'1 (EPHEMERAL) USE CONDITION 2
HSE Property of USE CONDITION 2
SEE INSTALLATION DETAIL Lu J
2039 domes Winsteod Heirs SEE INSTALLATION DETAIL C1C
PIN: 370600018446 c 8" CPP (3)3" SHB
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INSET ''All SILT FENCE {TYP.) Ala (3)3" SHB z
PP USE CONDITION 2
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ROCK CHECKA NEW 4°' WATER LINE �a Q� �� SEE INSTALLATION DETAIL W
DAM(TYP.) (5' OFF EOP) a 0
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NEW 4"-450 BENDS
NEW 4"-45° BEND �`'` �`' - ` -yCL
NEW 4" GATE VALVE & BOX z?
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NEW 4"-22.5° BEND
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NEW 4" WATER LINErr
{5 OFF EOP) � cn
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PROVIDE 10 LF OF 4" STUB
OUT, THRUST COLLAR, AND
CAP
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DESIGNED BY:
JC/EBM
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DRAWN BY: EBM
CHECKED BY:
WBJ
PROJECT NO.:
3050-D-1
DATE:
JULY 2011
1,
SCALE:
HORZ.: 1"= 100'
�N
SHEET 12 OF 14
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SEE VALVE BOX
INSTALLATION
4" MIN. FINISH GRADE
PAVEMENT PROVIDE 4 MIL POLYETHYLENE
STREET AROUND PIPE TO PREVENT
NOTES: _ BAR AS SHOWN „A„ p' . ,
RIGHT-OF-WAY 7
13
2 RINGS OF ®3 REINF CONC.FROM BONDING TO PIPE.
1. TO SUITEXISTING GRADE.VERTICAL EXTENSION AS NEEDED / l \ / /� > r CONC.
CIO
2.EXACT LOCATION OF FIRE HYDRANT SHALL VALVE 1'-6" GREATER THAN OUT- �-- •'
BE DETERMINED BY THE PLANNING AND A A THREADED COUPLING SIDE DIAMETER OF PIPE LLJ
DEVELOPMENT DEPARTMENT ON SITE. 90A BRASS FITTING BOX AT TOP OF PIPE
3.CONTRACTOR MAY USE R.J.FITTINGS,N LIEU OF I 4"MIN. Ir
THREADED RODS,AS APPROVED BY ENGINEER. ^TE 2" BRASS LINE TAMPED A A'
MINIMUM 30D0 psi BACKFILL CONCRETE BLOCKING
CONCRETE PAD . 1'-6"
n MIN. 1l3 C.Y AT ,
E TO BE
PLAICE 2'x 2 x 6" CONCRETE PAD 3000 P.S.I. f .•p,�.°', ` SECTION "A-A"
IF VALVE IS LOCATED IN A PAVED 15"MIN. FIRE HYDRANT PUMPER 14" DIA.
OLLARFMAYT BE USED.PRECAST CONCRETE SEE NOTES 224" MAX. '_6, PERPENDICULAR ULAR 23" DIA. <\! / \/ /iti, „ W ° ° CONC.THRUST BLOCK
MIN. TO STREET / / 2" GATE VALVE
a'
;.�i�\i.°i�, � Y1�'i�,!�i;% � 2 THREADED BRASS � CONC.TO BE POURED
° . . PLAN �. � � PIPE tD12" IN LENGTH? 4"MN. 90° AGAINST FIRM
-� CORPORATION STOP 3Oo0 P P.S.I. CONCRETE
N„ OR WATER DISTRIBUTION MIN.BEARING AREA OF UN-
2 RINGS OF e3 REINF `� I
BAR AS SHOWN SAND FILL o SERVICE SADDLES. DISTURBED EARTH REQUIRED
6" GATE VALVE 3'MINIMUM PROVIDE ROCK SPILL 1d � TO HOLD LINE N PLACE
COVER# AROUND WEEP HOLES FINISHED "I VALVE BOX FOR FITTING AS LISTED
GRADE -- --'- -- - IN CHART.
�Y
THREADED RODS { v`,< v �� I I SO. FT. BEARING AREA
- --- - WATER MAIN
( (EACH SIDE) - ,�� ✓v /VA��\.�'y�A�� FITTING 4" PIPE 6" PIPE 8" PIPE 12" PIPE
o 40.8
Bu PIPE a
HYDRANT TEE - I1- 61 „ VALVE BOX 90° BEND 1 3 3.8 31.5
'--n t I -a; D.E.OR TEE 1 2.5 3.8 31.5
SLOPE TOP OF CONC. 27" DIAMETER
T-2" x 1'-2" CONCRETE PAD TO BE POURED TO PROVIDE DRAINAGE NOTES: 45°OR LESS 1 2 3 22.1
SO THAT NO FITTINGS OR FLANGES ARE FROM HYD.DRAIN TO BE 1. BLOW-OFF ASSEMBLY FOR 2" MAINS ARE TO EXCAVATE AS NEARLY VERTICAL AS POSSIBLE
COVERED, SECTION A-A POUREDI-2" CONCRETE SO THAT NO FITTINGS OR BE CONSTRUCTED AS A CONTINUATION OF 21- � rv_
FLANGES ARE COVERED.THIS WILL THE MAIN WITHOUT THE SERVICE SADDLE AND `
APPLY TO ALL VALVES AT ALL WITHOUT THE CORPORATION STOP. �., U>
# MINIMUM COVER MAY BE REDUCED LOCATIONS.
TO 2'-6" IF D.I.P.IS USED. 2. CORPORATION STOP SHALL BE LOCATED - <-
IN TOP OF WATER MAIN.
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REVISIONS REVISIONS REVISIONS REVISIONS " =
DATE DESCRIPTION DATE DESCRIPTION TYPICAL VALVE BOXDATE DESCRIPTIONSTANDARD BLOW-OFFDATE DESCRIPTION
110
TYPICAL FIRE HYDRANT DETAIL 10`2_� IN,-zoTALLATION ASSEMBLY I L E BENDS
: v
NASH COUNTY 13 NOT TO SCALE STD.No GASH COUNTY 1 NOT TO SCALE STD. N HASH COUNTY 13 NOT TO SCALE sTD.N NASH COUNTY 13 NOT TO SCALE
STD. Na,
STANDARDS 1.01 STANDARDS 1.02 STANDARDS 1.03 STANDARDS 1.04
u.
m
4U
CONCRETE THRUST
UNDISTURBED COLLAR (3000 P.S.I.) �. B-.{ z
FINISH GRADE SOIL I �I RUSSELL MBX 1 J
1'-0" MIN. C" - %"XY4" METER 0
III III III III III III�fII II lIi Ili- a
I_'�I. III=III III III "I =111 u' rr
� )
T-O" MIN. REINFORCING C D.f.P.
CONCRETE THRUST BLOC -- <I
4 05 U BARS -� TRENCH WALL MAIN
4 g4 CROSS BARS ANCHOR RING II D.I.P. MECHANICAL JOINT CAP = ,-
1� 1 / I o MAIN v CONC.THRUST COLLAR WATER METER DOUBLE
1 �� II / MAXIMUM ANGLE 30° TRENCH WALL TAMPED BACKFILL 5 FEET (MINIMUM) 6g"x 136" CHECK
A OPENING VALVE z
o ANCHOR RING METER cn
III ill li n ..I III Ill-III ILL STOP
- - - - - _ m,"E11 III,,,III,,,(�I III III=III III III,,,III= SECTION 5'MIN.
UNDISTURBED
D.I.P. D.I.PIPE
/ f ,
TO WATERMAIN I-
PLAN a ° < cn cn W a)
gj@" (EACAD D RODS 9 S, Lu LI_i
e -11 1 0 {�
SECTION G-G NOTES -_- SIDE) III-
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c I
6" TO 16" MAINS-12-NO.7 BARS a D _V a 1III� D ASRSPECIFIED STO
P
20" TO 36" MAINS-12-NO.8 BARS ° =11
BARS PLACED AS SHOWN _-f I!Iyl)
-I l J I=1 I I-I 1=1 -I -I 11= -i I i -III [I f-I1 =i I I III _I�-11-1(- W
REINFORCING -III=1 I-1III =1 1=1 1=1 I(=1 I -III-'; i=1 I I I I=-1 11=1 I Cr cr
SIZE OF CONCRETE BLOCK OR CUBIC D.I.PIPE T-2" x T-2" CONCRETE PAD UNDISTURBED ® UJ
FEET OF CONCRETE: VERTICAL BENDS-THRUST 150 P.S.I. FITTINGS
BE POURED SO THAT NO SOIL (-
TOTAL RADIAL THRUST T SCHEDULE %" THREADED RODS(EACH SIDE) FITTINGS OR FLANGES ARE _C
WEIGHT,G.F.OF CONCRETE 150 TOTAL RADIAL THRUST - LBS. COVERED � ®1
ANGLE PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RING REQUIREDLU 4" PIPE 6" PIPE 8" PIPE 12" PIPE - - - - 0 � � Lu
11�j4° BEND 750 950 1,700 3,500 A B C I C(}
22%2° BEND 1,000 1,800 3,000 7,500 6"16" T-0" 1'-d" 2" ONE NOTE: WATER z
i6" 1"-4" 1'-0.1 2" ONE THIS DETAIL SHALL APPLY ONLY TO TEMPORARY
30° BEND 1,250 2,500 4,000 9,50d 20" T-4" 1'-0" 3" ONE CAPPING. PERMANENT DEAD END LINES TO BE MAIN
24" 1'-4" 1'-01, 3" TWO EQUIPPED WITH BLOW OFF ASSEMBLY. I SERVICE SADDLE J
30" T-4" T-2" 4" TWO
36" T-4" 1'-4" 4" TWO
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REVISIONS REVISIONS -HRUST COLLAR -.._ REVISIONS REVISIONS
DATE DESCRIPTIONVERTICAL T BLOCK DATE DESCRIPTIONSTANDARD DATE DESCRIPTION- DATE DESCRIPTION(
STANDARD CAPPING DETAdL
5 6 8 W/' TER SERVICE ASSEMBLY
NASH COUNTY STD. NO NASH COUNTY STD. N NASH COUNTY sTD, N NASH COUNTY LD.Na13 NOT TO SCALE 13 NOT TO SCALE 13 NOT TO SCALE 13 NOT TO SCALESTANDARDS 1.05 STANDARDS 1.06 STANDARDS 1.07 STANDARDS 8
1 1
® VARIES ;
? „ ' is I-STEEL SPIDER ASSEMBLY REQUIRED
AS NOTED NEW PIPE LINE GRADE NEW PIPE LINEsm�
_ _-_- �g �v �i' o® VARIER io AS SHOWN PER JOINT OF CARRIER PIPE • afi �
METER S �s ,e STEEL ENCASEMENT PIPE A 12­
METER
°.° 3„ _' PAVEMENT 4_
vv v° .., I I-11 ,-LI f 13 i�_ *12"
GAP VARIES aI e� STATE ROAD It CULVERT ���
..... I"" 14 LF MIN. 3'TYP. MIN CULVERT
STEEL LID J ( SILT FENCE v
U ' J A x %" STEEL PLATE REO'D PLAN PROFILE
e (� CARRIER PIPE
- - -
COVER PULL SLOT (2) i a STRAP _ #24' MIN FOR GROSSING
-- --- ---- ---- _- �- - - - CONDITION 1 �
t i OF SANITARY SEWER
SURFACE � / I 'i
SKID RESISTANT --- � ,--- -- .- ,T� ��
J MATERIAL
WEIGHT BE EXIST. \ i \` J� PI V V R
6" STONE
GROUND \ 14 LF MIN.
STANDARD BRICKS POLYMER CONCRETE CASING END SEAL SILT FENCE
cn BASE ?s 10" REO'D a a Y
ELEVATION �y�s 5' MIN. ENCASEMENT PIPE 2`-6• MIN. W/ HEX xNUTS EA. GRADE
Q 3 SIDE OF SPIDER CASING SECTION AS NOTED NEW PIPE LINE CULVERT
Q) NOT TO SCALE
STATE ROAD --�------- DESIGNED BY:
to OF
STEEL ENCASEMENT
Q 3d" 3'TYP. �.24"
TOP PI JC/EBM
NOTES TAPxjQ" STEEL PLATE STRAP `` CULVERTNEW PIPE LINE DRAWN BY:
NEW HATER MAI PIPE �/@•' � N.UNDER CULVERT
Q STEEL PLATE PLAN PR( FI
1. PIPEQUI ED W/G TO BE ANGLED CHECK VARLVE OUTLETS &"BYf BE-PASs $HOE CONDITION 2 EBM
FLANGED BALL VALVE INLETS. / *24" MIN FOR CROSSING
2.PRECAST CONCRETE BOX W/ ALUMINUM ACCESS HATCH q NOMINAL ENCASEMENT MINIMUM WALL MINIMUM WALL NOTES: PIPE LINE UNDER CULVERT OF SANITARY SEWER CHECKED BY:
� WILL BE AN ACCEPTABLE ALTERNATIVE WITH APPROVAL OF WATER SIZE THICKNESS NCDOT THICKNESS RAILWAY
/ THE TOWN. NOTESe SIZE CROSSING CROSSING 1. "A" 8" FOR PIPES 14" AND UNDER A x %" THK 10 TONS CLASS B WBJ
O 3,TO ENSURE POSITIVE DRAINAGE,THE VAULT SHOULD BOX METAL PIPE SUPPORTS SHALL 4 NONE --- --- "A" - 12" FOR PIPES 16" AND OVER STEEL PLATE RIP RAP REO'D 7'MIN,FROM WINGWALL
BE TIED INTO THE EXISTING STORM DRAINAGE SYSTEM BE USED FOR SUPPORT OF 6 12• 0.188• 0.188• 2. ENTIRE PIPE SUPPORT ASSEMBLY TO BE -" -_  CULVERT PROJECT NO.:
WHEN POSSIBLE. THE CARRIER PIPE WITHIN BITUMINOUS COATED AFTER FABRICATION. AS NOTED OCK CHECK DAM RADE CONC.ENCASEMENT 3050-D-1
MOUSE HOLES (2) THE CASINO PIPE. g S6• 0.2Ia0' 0.281'
4" x 4" OPENING DIMENSIONS (INCHES) NEW PIPE LINE SEE DETAIL
W/ 4" x 4" KNOCKOUT SEE DETAIL 4 THIS SHEET 10 20• 0.250• 0.312°
B ° 30 12 24• 0.250 0.344• CARRIER PIPE ,A
L1 ABOVE OPENING �„ • DATE:
STATE ROAD 11�1-----q7----
JULY 2011
U'-CULVERT 3 4. PMIN. �OTEDNON OTHERWISE
ISEW PIPE SCALE:
PLAN�1 N V A CONDITION 5'UNLESS OTHERWISE
END ELE TION PROFILE AS SHORN
NOT TO SCALE PIPE LINE AROUND END OF CULVERT
Z U SHEET 1 OF 1
REVISIONS REVISIONS
REVISIONS 11 11 DATE DESCRIPTION DATE -DESCRIPTION REVISIONS
` q DATE DESCRIPTION METER WATER LINE STEELDATE DESGRIPTIOPI
INSTALLATOM OF PIPE
CJ <JI C
o � , g 10 1 1 12 LINE 'NULVERT
° STD.NO NASH COUNTY STD. N NASH COUNTY STD. N STD. No
NASH COUNTY 13 NOT TO SCALE 13 NOT TO SCALE� 1 � 13 NOT TO SCALE NASH COUNTY 13 NOT TO SCALE
STANDARDS 1.09 STANDARDS 1.11 STANDARDS 1.12 STANDARDS '.13

O
N
N
N
O?
SILT FABRIC
STONE FILTER OF 1" GRAVEL PLACED WIRE MESH
12" AGAINST FENCE WHERE REQUIRED
12" C D D MIN. B 1/2" 8'-0" MAX. 8'-0" MAX.
MIN -�-
1 Y2"x1 j2'" BRASS C!?
MV ENt� ONLY *11/2
4" ���
r e ��� 7` 77 (� rn
in
CONTRACTOR TO PROVIDE A MINIMUM OF ��M . _
10' HDPE AT OX. GRADE FOR PROPER ALIGNMENT UNDISTURBED
SOIL
LLI uj
TO CONNECT TO DIP A A A _
1'lz" Q) 0 ' � m
$oho t�
LL
MV (MAIN VALVE) SO (BLOW OFF) 17 880°
END Of POST END OF POST o°0°00000 w
SECONDARY SECONDARY PRIVATE 9" �� F
PAVED ROADS UNPAVED ROADS PAVED DRIVE 0
RESTRAINED JOINTS TOP VIEW A A _ w 9„
BY RJDI E " APPROVED SILT L14 GAUGE WIRE , W
n w~=
NOTES:
�� •.':• FILTERING FABRIC BACKING (6" X 6" � ��`� ANCHOR �
10' A A TO BE
STONE MAX. OPENING) DITCH
�/
C.2" BITUMINOUS CONCRETE SURFACE COURSE TYPE
Ss.sA. :t REBAR Na.4 STEEL POSTS
E 16" RJDI 16" RJDI D.B" CRUSHED STONE.
rL�t, Nip E.NEW CONRETE CONC EC BUT NO CASEKER LESSHTTHHANXISTING 6 INCHESTHICK A :• '
CROSS SECTION A-A Q FRONT SECTION
IN PAVED AREAS,REMOVE AND REPLACE 1 0
PAVEMENT A MINIMUM OF 12 INCHES BEYOND _1
TRENCH EXCAVATION. PRIVATE
\—RJD13 FULL JOINTS (MIN.) SEE SPECIFICATIONS FOR GRAVEL DRIVES CONCRETE DRIVE NOTES<
FOR SECONDARY ROAD CROSSINGS,PROVIDE
CONTRACTOR TO FUSE INSTALLED HORIZONTALLY SCREENINGS (PER NCDOT REQUIREMENTS)FOR BACKFILL FROM THE TRENCH BOTTOM TO NOTES ,,� A, POSTS SET AT DEPTHS OF 3' FOR EARTH BACKFILL, ANCHOR DITCH
ON MJ ADAPTER DR - 9 (01 GRADE)
1. MARKER POST IS MADE OF 5000 PSI CONCRETE. IS 9"X 9" AND FILL IS TO BE COMPACTED,
MIN. THICKNESS 2. ALL DIMENSIONS ARE NOMINAL.
NO DEFLECTION IN SIDE VIEW B. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT I
THESE JOINTS. JOINTS AS A VELOCITY BREAK AND SILT TRAP.
r
TO BE RESTRAINED C. CONTRACTOR MAY USE ALTERNATE MATERIAL . _
OR METHOD UPON APPROVAL FROM ENGINEER
REVISIONS REVISIONS REVISIONS
DATE DESCRIPTION DATE DESCRIPTION __ PAVEMENT REPLACEMENT DATE DESCRIPTION r rt>
aura 0,
» ADAPTER DETAIL DETAIL3 11 11 11
1q NOT TO SCALE STD.NO
NAS COUNTY NASH COUNTY 14 NOT TO SCALE STD. N NASH COUNTY 14 NOT TO SCALE sT° " 14 NOT TO SCALE k
IR -
1.16 STANDARDS 78�Z
STANDARDS 1,14 STANDARDS .
EXISTING S L O PE 1 RIP RAP I/2'-1' a CONCRETE SHALL BE 3000 PSI.
00 ANY PIPE RUN REQUIRING A CREEK CROSSING SHALL
TOP EL E V. OF S T OR M W AT E R _ ' o, j � ( 0° Q0 Cj TRA CONSTRUCTED AND FERNCO CONSISTENT MATERIAL,SMALL MOT BE z
PERMITTED.
f�/ LENGTH 4F ENCASEMENT SHALL BE AS STATED ON OC
5 WASHED STONE c > 1 Q THE DRAWINGS. Q
\r\`\` ` �-11 > �� a a oaC 0 a a 2 c�
FILTER FABRIC TO oJaD as L THE DISTANCE SUCH THAT POINTS =
BE KEYED INTO C�
VARIES TOP OF SLOPE ° a°c 0 cr
A AND B ARE OF EQUAL ELEVATION VARIES
0- 6ain
I--
oa°(aa a 18" OF CLASS — : `'� 'o m 'W _
°° - ©° o' I -- I OC PIPE DIA CL
SIDE VIEW a0 o 1 RIP-RAP -- I - A L B W �, W a ®,
cr
NOTES SMOOTH FOUNDATION a° 1111=1 ;_ I j — �50 p\_ � 2 �
UNDER FILTER FABRIC as ° ( _ °occoOc1 . r I 6„ 6„ Q uj
uj
HEIGHT AND WIDTH DETERMINED BY I — — — fl0 Lu w
EXISTING TOPOGRAPHY AND O I I —
SEDIMENT STORAGE REQUIRED. o j9--) Cho MIN. — 1111=(�( �� — - z3
KEY RIP RAP INTO THE DAM a°(30C3�0 -iii� ' " > p�'"�iN. "a .o
EXISTING SLOPE FOR STABILIZATION. oOC�°-�o 111(_
00 os' 66C
\/\ )_ 0 I (SEE PLANS FOR PIPE DIAMETER) a�
VARIES /, �\ 0°�o `90,C)0 a o o "C
\ � }
/��\/ /\' ON
12" CONCRETE
ALL AROUND PIPECASEMENT ENCEMEENT J
\\ n KEYED RIP RAP < LLI
N4TEs APPLICABLE T4 WATER LINES �
Lu
`� \ V\ `a . , / /
> `/ \' / / 05 WASHED STONE
z
c.�
FRONT VIEW
cn
s ILIZATION r7
14 NOT TO SCALE 14 NOT TO SCALE 14 NOT TO SCALE
_ 14 NOT TO SCALE
APPROVED DEWATERING DEVICE (SILT BAG)
PROVIDE POSITIVE DRAINAGE FROM SILT BAG
TO STREAM STREAM DIVERSION
PUMPS
DISCHARGE HOSES
r
EBAA MEGALUG SERIES
PUMP SHOULD DISCHARGE �— INTAKE HOSE
r—
U ONTO STABLE DISCHARGE
ARGITY / DEWATERING PUMP 2000PV (TYP.) �� � � n
DISSIPATER MADE OF RIP RAP
�.
MECHANICAL JOINT '
LONGER TEE BOLTS 1
OR DUCTILE IRON FITTING
ALL-THREADED
FLOW FLOW
ROD WITH
NUTS
INTAKE HOSE
fi SEDIMENT DIKE CLEAN WATER DIKE DUCTILE IRON
cn MJ BELL DESIGNED BY:
JC/EBM
SUMP-HOLE OR POOL — — — — — — — — —
(12" TO 18" DEEP, 2'DIA.) HEAT FUSION JOINT
-- -.__ DRAWN BY:
WORK AREA %// —DIRECT BURY — EBM
LENGTH NOT TO EXCEED % D.I.P. OR PVC US/BLE
THAT WHICH CAN BE I � VC CHECKED BY:
COMPLETE IN ONE DAY — — — — — — — — — ! _ � � _ �-- �1 � WBJ
PROJECT NO.:
a
� �' -- -�. �- 3050-D-1
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK Q�
C AREA AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD HDPE TO MJ ADAPTER J DATE:
DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS. HDPE PIPE to C7 JULY 2011
2, WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A 1211 SCALE:
DEWATERING BASIN,SEDIMENT BAG,OR OTHER APPROVED DEVICE, THE MEASURE SHALL BE _
LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM AS NOTED
SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SILT BAG AND STREAM.
_I
3. AT THE END OF EACH WORK DAY, THE DISTURBED CHANNEL SHALL BE MATTED.
Z r NOTE: USE ON ALL CONNECTIONS OF HDPE TO DIP, ADAPTER
�. CONTRACTOR SHALL BACKFILL TRENCH AT THE END OF EACH DAY AND RESTORE AREA TO SHALL MEET PRESSURE REQUIREMENTS OF THE PIPE AS
Z v Al ORIGINAL CONDITION.
� � INDICATED IN THE SPECIFICATION. SHEET 14 of 1
- jz (J - DIRECT BURY PIPE
O CONNECTION DETAIL ti N
PUMP AROUND 7aMECHANICAL JOINT ADAPTER i-1--NTO FUSIBLE PVC FIDD
U
14 NOT TO SCALE 14 NOT TO SCALE 1q NOT TO SCALE