20110784 Ver 1_Site Plan_20110823

Strickland, Bev
From: John Core [e-mail]]
Sent: Tuesday, August 23, 2011 2:28 PM
To: Strickland, Bev
Cc: '[e-mail]'; 'Derek Hawkes'; Brian Johnson
Subject: Re: Central Nash Water & Sewer Distric Phase 4 DWQ#110784
Ms. Strickland,
Please copy this link: (ftp://ftp.thewootencompany.com/PUB DROP/CNWSD Phase4/) and paste it into windows explorer
(not internet explorer). The files should be available to you to open as well as copy to your network drive if you prefer.
Please let me know if you have any questions.
Regards,
John Core, El, LEED AP
Assistant Project Engineer
?'?IeLen Company
' 33.1 3589
www.thewootencompany.com
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WOOTEN
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CHAIRMAN BILLY MORGAN
VICE CHAIRMAN FRED BELFIELD, JR.
ROBBIE B. DAVIS LOU M. RICHARDSON DANNY ANNY TYSON
WAYNE OUTLAW MARY P. WELLS _S
COUNTY MANAGER ROBERT M. MURPHY HY
COUNTY ENGINEER/UTILITIES DIRECTORS DEREK HAWK HAIN~ES, PeEa
OPERATOR IN RESPONSIBLE CHARGE (ORC)~ SCOTT F OTT FARMER
I',.._ f N G I' L A N N I N G A R C H I T E f,Tl1 R E
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SHEET NO. 1 OF 14

ABBREVIATIONS GENERAL NOTESe INDEX TO DRAWINGS
1. CONTRACTOR SHALL CONTACT UTILITY COMPANIES OR NO CUTS AS NECESSARY TO CONFIRM 1. COVER SHEET
A AREA L LENGTH THE LOCATIONS OF ALL EXISTING TELEPHONE, ELECTRICAL AND TV GABLES GAS LINES AND
ABAND ABANDONED LP LIGHT POLE ' 2. INDEX OF DRAWINGS,LEGEND ~ GENERAL NOTES
A GR G T AS COURS LT LEFT ' OTHER UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. ABG G EAEB E E AC ACRES LWL LOW WATER LEVEL 2. THE CONTRACTOR SHALL NOTIFY NCDOT AT LEAST 24 HOURS PRIOR TO BEGINNING ANY WORK
A.F.F, ABOVE FINISHED FLOOR WITHIN NCDOT RIGHTS-OF-WAY< R/W SHOWN AS MAINTAINED IS GENERALLY A 60' RIGHT-OF-WAY 3. LOCATION MAP & VICINITY MAP
AL ALUMINUM MAX MAXIMUM EASEMENT, THE CONTRACTOR SHALL TAKE ALL PRECAUTION TO HAVE THE NCDOT
APPROX APPROXIMATE MATL MATERIAL RIGHT-OF-WAY WIDTHS VERIFIED BEFORE INSTALLING WATER LINE, 4, 12"/16" WATER LINE - NG HWY 97 -STA. 0+00 TO STA 84+00 ~ Lu
ASPH ASPHALT MEGH MECHANICAL 5. 12" WATER LINE - NG HWY 97 -STA, 84+00 TO STA. 168+00 ~
ASSY ASSEMBLY MFR. MANUFACTURER
AVG AV RAG MH MANHOLE 3, NEW WATER MAINS SHALL BE INSTALLED WITH A MINIMUM DOVER OF 3 0 ,GREATER DEPTHS E E MAY BE REQUIRED TO AVOID CONFLICTS WITH CULVERT CROSSINGS, UTILITIES AND OTHER ARV AIR RELEASE VALVE MJ MECHANICAL JOINT STRUCTURES. REFER TO THE PROFILE DRAWINGS AND DETAILS FOR THE KNOWN LOCATIONS 6. 12" WATER LINE -OLD BAILEY HWY, N. of HWY 97 -STA. 0+00 TO STA. 35+00 1 STA 47+00 TO STA. 84+00
AZ AZIMUTH MIN MINIMUM OF THESE UTILITY, CULVERT ANp STRUCTURE CROSSINGS.
AWWA AMERICAN WATER WORKS ASSOCIATION MON MONUMENT 7. 12"i16" WATER LINE -OLD BAILEY HWY AT TAR RIVER CROSSING -STA. 35+00 TO STA. 47+00
4. THE CONTRACTOR SHALL OBTAIN THE EXPLICIT PERMISSION OF THE WATER UTILITY OWNER PRIOR 8. 12" WATER LtNE -OLD BAILEY HWY (SR 1001), N. of HWY 97 -STA, 84+00 TO 107+77.75
B-B BACK OF CURB TO BACK OF CURB N/A NOT AVAILABLE 4" WATER LINE -BEND OF THE RIVER RD. (SR 1745) -STA 0+00 TO 26+29.40
BLDG BUILDING N NORTH TO THE OPERATION OF ANY EXISTING WATER VALVES, HYDRANTS OR USE OF ANY MUNICIPAL WATER. {THE COUNTY OF HASH.) BM BENCHMARK NAD 83 NORTH AMERICAN DATUM 1983 4'° WATER LINE -LEE RD, (PRIVATE) -STA. 0+00 TO 13+44,37
BOA BLOW-OFF ASSEMBLY NC NORMAL CROWN 4" WATER LINE -STARLING RD, /SHASTA RD. {PRIVATE) -STA. 0+00 TO 15+01,74
BOT BOTTOM NC GRIQ NORTH CAROLINA GRID 5. THE CONTRACTOR SHALL SEED, MULCH, AND TACK A1.L DISTURBED AREAS WITHIN SEVEN {7) 4" WATER LINE -SHASTA RD, {PRIVATE) -STA 0+00 TO 3+81,36 ~
N CAROLINA GEODETIC SURVEY DAYS AFTER BACKFILLING TRENCH. ALL SEDIMENTATION CONTROL MEASURES SHALL BE KEPT BW BARB WIRE NCGS ORTH IN OPERABLE CONDITION UNTIL A STANQ 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, NUMBER OF RESISTING EROSION BY WIND AND RAIN, THE CONTRACTOR SHALL INSPECT ALL SILT FENCE
C&G CURB AND GUTTER NTS NOT TO SCALE 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 :.i.J
C6 CATCH BASIN NOM NOMINAL WHICH RESULTS IN STORMWATER FLOW IN QITCHES, UPON STABILIZATION OF THE SEEDED AREAS. C CENTERLINE NWL NORMAL WATER LEVEL THE CONTRACTOR SHALL REMOVE SILT FENCE. CHEEK DAMS AND OTHER SEDIMENTATION 6" WATER LINE - ADA TAYLOR RD. (SR) -STA. 0+00 TO 42+75.20
GIP CAST IRON PIPE CONTROL MEASURES AS QIRECTED IN THE SPECIFICATIONS. 4' WATER LINE -LEE LANE PPRVVATE) -STA, 0+00 TO 21+39.98 ~ t,~
GI CURB INLET OC ON CENTER u-
CLR CLEARANCE 4D OUTSIDE DIAMETER , 6. ROCK CHECK DAMS SHALL BE INSTALLEQ PER ENGINEERS INSTRUCTION ANQ GENERALLY REQUIREQ 11. 6" WATER LINE - MAUDIS RD, {SR 1947) -STA 0+00 TO 48+08.53 4" WATER LINE -SAGE MEADOWS RD. {PRIVATE) -STA. 0+00 TO 17+12.21
CM CONCRETE MONUMENT 0/H OVERHEAD EVERY 500 FEET ALONG GENTLE SLOPES AND EVERY 200 FEET FOR STEEPER GRADES. THE COST
~ CMP CORRUGATEQ METAL PIPE ORIG ORIGINAL CMU CONCRETE MASONARY UNIT OF COMPLIANCE WITH THESE REQUIRMENTS SHALL BE INCLUDED IN THE UNIT BID PRICE OF 12. 4" WATER L1NE -SANDY FORK RD. {SR 1740) -STA. 0+00 TO 38+42.16
THE APPLICABLE 616 ITEMS. GO CLEAN OUT PC POINT OF CURVATURE
GONC 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 14. MISCELLANEOUS DETAILS
CONSTR CONSTRUCTION PI POINT OF INTERSECTION DISPOSE OF SUCH CONSTRUCTION DEBRIS OFF-SITE AND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. ORDINANCES AND CODES THE COST OF SUCH DISPOSAL SHALL BE INCLUDED IN THE
GONTR CONTRACTOR PIV POST INDICATOR VALVE UNIT BID PRICE OF PIPE.
COR CORNER P PROPERTY LINE CP&L CAROLINA POWER AND LIGHT PP POWER POLE
8, WHERE WATER LINE CROSSINGS OF GRAVEL OR SOIL DRIVES ARE REQUIRED THESE SURFACES SHALL CULV CULVERT PRV PRESSURE REDUCING VALVE
BE RESTORED TO THEIR ORIGINAL CONDITION. THIS MAY INCLUDE THE USE OF STONE OR GRAVEL PSI POUNQS PER SQUARE INCH W 0 V
D DEPTH PVC POLYVINYL CHLORIDE HERE N NE PRE IOUSLY EXISTED IF CQNDITIONS ARE WET AND UNSTABLE. SUCH WORK SHALL BE INCLUDED IN THE UNIT 61D PRICE OF THE APPLICABLE BID ITEMS.
DI DROP INLET PT POINT OR POINT OF TANGENCY
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
DISCH QISCHARGE R/W RIGHT OF WAY CONTRACTOR ELECTS TO BORE, PAYMENT SHALL 6E MADE AT THE UNIT BID PRICE FOR PAVED DRIVEWAY
DIST DISTANCE RCP REINFORCED CONCRETE PIPE REPAIR FOR A QUANTITY EQUAL TO THE ACTUAL LENGTH OF PAVEMENT ALONG THE AXIS OF THE z
DOT DEPARTMENT OF TRANSPORTATION REF REFERENCE WATER LINE BORE TIMES THE MAXIMUM WITTH FOR PAYMENT ALLOWED UNDER THE BASIS OF PAYMENT. J
QW DOMESTIC WATER REQ'D REQUIREQ ALL PAVED DRIVES DAMAGED OR GUT BY CONSTRUCTION ARE TO BE RETURNED TO THEIR ORIGINAL DELTA RET RETAINING CONDITION WITH LIKE MATERIAL fI,E. CONCRETE FOR CONCRETE, ASPHALT FOR ASPHALT, ETC,) Q
REV REVISED PAYMENT SHALL BE AS DESCRIBED IN THE BASIS OF PAYMENT.
E EAST RPZ REDUCED PRESSURE ZONE F ~
10, THE CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNER MARKERS. EA EACH RPM REVOLUTIONS PER MINUTE ALL DISTURBED PROPERTY CORNER MARKERS SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR
EFF EFFLUENT REINF REINFORCED AT THE CONTRACTOR'S EXPENSE, Z U Lu ~ CC cn ~
EIP EXISTING IRON PIPE RT RIGHT
EL ELEVATION ELEC ELECTRIC S/W SIDEWALK 11. THE CONTRACTOR SHALL COORDINATE WITH THE COUNTY UTILITY DEPARTMENT FOR TEH PROVISION ~ ~ ~
EP EDGE OF PAVEMENT SAN SANITARY OF WATER SERVICES, EXACT LOCATIONS OF WATER SERVICES SHALL BE VERIFIED BY THE ENGINEER
ON THE SITE PRIOR TO CONSTRUCTION. EW EACH WAY SCH SCHEQULE ~ L1.1 ~ ~
EX EXISTING SDMH STORM DRAINAGE MANHOLE
EXP,JT, EXPANSION JOINT SF SILT FENCE 12, WHERE ACTUAL FIELD CONDITIONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT, THE CONTRACTOR SHALL GNE NOTICE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING ~ ~
SHT SHEET ANY DEPARTURE FROM THE PLANNED ALIGNMENT, FAILURE. TO RE VEST. AND RECEIVE PERMISSION FOR
F.F.E. FINISHED FLOOR ELEVATION S SOUTH Q REVISIONS IN THE WATER LINE ALIGNMENT WILL BE GROUNpS FOR` REMOVAL AND REPLACEMENT OF THE FG FINISHED GRADE SPECS SPEGIFICATIONS REVISED WATER LINE AT THE CONTRACTOR'S EXPENSE SHOULD THE REVISED ALIGNMENT CONFLICT SURVEY ATER EROSION CONTROL ~ ~ ~ ~
FH FIRE HYDRANT SQ SQUARE EXISTING NEW EXISTING NEW ~ ' ~ F•- ~ ~ ~
WITH FUTURE UTILITY OR NCDOT PLANNING FOR THE CORRIDOR, FIN FINISH SS STAINLESS STEEL EXISTING NEW ~ ~ _ ~ ~
FLG FLANGE ST STREET s~+ BENCHMARK Gd WATER VALVE P, -DITCH / SWALE I• ~ ~ W
FM FORCE MAIN STA, STATION ® ran+ TEMPORARY BENCHMARK eq BUTTERFLY VALVE H6 STONE CHECK DAM _
FOM FIBER OPTIC MARKER STD STANDARD FP FIRE PROTECTION SYM SYMBOL ~cM CONCRETE MONUMENT FIRE HYDRANT ~ ~ yam.
~~4N CONTROL FPS FEET PER SECOND INLET PROTECTION ~ ~ o IRON PIPE ® a REDUCER/INCREASER ~
FT FEET T TANGENT o HUB & TACK ® ot~a BLOW-OFF ASSEMBLY RIF-RAP ~ ~
FTG FOOTING TBM TEMPORARY BENCH MARK 1. INSTALL SILT FENCE OVER & AROUNQ TOP OF EXISTING STORM DRAINAGE INLETS ~ N~- ® A1R RELEASE MANHOLE ~ ~ ~ '
PIPES IN AND ADJACENT TO DISTURBED AREAS. TGP TERRA COTTA PIPE ~ NA1L ~ CAP r o WATER METER SILT FENCE ~ ~
G GAS TDD TEMPORARY DIVERSION DITCH ~ PK NAIL ° [ PLUG C TEMP. SEDIMENT TRAP ~ ~
GA GAGE TEL TELEPHONE 2. INSTALL SILT FENCE AROUND SPOIL PILES. PROVIDE EROSION CONTROL MEASURES AROUND STOCK 1 WASTE PILES AND STAGING AREAS AS GALV GALVANIZED TPED TELEPHONE PEDESTAL ..-'4 ~ `3ra,~ SPOT ELEVATION ~ YARD HYDRANT U
GM GAS METER TEMP TEMPORARY DIRECTED BY ENGINEER.
GLM GAS LINE MARKER THK THICK ~"ses.s CONTROL POINT ~ WELL _ WfLC
GPM GALLONS PER MINUTE TOC TOP OF CURB 3, PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH cuRe WATER uNE VEGETATION
SILT FENCE OR ARG FILTER AS APPROPRIATE FOR SITE CONDITIONS, ROCK CHECK DAMS SHALL BE GR GRADE TOP TOP OF SLOPE PAVED ROADS
GV GATE VALVE TOW TOP OF WALL PROVIDED PER GENERAL NOTES, ITEM 6, GYP GYPSUM TP TELEPHONE POLE uNFAVED ROADS UTILITIES EXISTING NEW
TRANS TRANSFORMER 4. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF BRIDGES EXISTING NEW ~,,,,,r-~,-TREE LINE !WOODS
RIP-RAP WITHIN 15 DAYS OF QISTURBANGE. HCP HANDICAPPED TYP TYPICAL PAVED DRIVEWAYS PP ~ POWER POLE
HT HEIGHT & PARKING HEDGE 1 SCRUB LINE e
HOR HORIZONTAL U/G UNDERGROUND 5. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, GLASS "1" - - - CONCRETE DRVEWAYS ~P LIGHT POLE
W RIP-RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER, HP HORSE PO ER GRAVEL DRIVEWAYS cis ~ GUY WIRE - - -AGRICULTURAL FIELD
HWA HIGH WATER ALARM VC VERTICAL CURVE HWL HIGH WATER LEVEL VGP VITRIFIED CLAY PIPE 6. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER, SOIL DRIVEWAYS CPE° ~ CABLE TV PEDESTAL
HYD HYDRANT VERT VERTICAL i- a GUARDRAJL rPEa ? TELEPHONE PEDESTAL ° DECIDUOUS TREE
VOL VOLUME 7. A TEMPORARY PUMP AROUND SYSTEM MUST BE UTILIZED WHEN OPEN CUTTING TO CROSS STREAMS. reANS TRANSFORMER Buffer - zone TAR RIVER. RIPARIAN
{SEE DETAIL 9/30) IF NO FLOW IS PRESENT, DIKES ONLY MAY BE UTILIZED AT THE DISCRETION OF ID INSIQE DIAMETER VPG VERTICAL POINT OF CURVATURE BUFFER \~III~1/, FoM~ FIBER OPTIC
IN INCH VPI VERTICAL POINT OF INTERSECTION THE ENGINEER, -x-~- FENCE MARKER ~ ~ CONIFEROUS TREE -G- GAS LINE ~~1~~~~
IN/HR INCHES PER HOUR VPT VERTICAL POINT OF TANGENCY CONTROLLED ACCESS SHRUB AREA -FO-FIBER OPTIC LINE ~ I
INF INFLUENT !NT INTERSECT W/ WITH _ _ ® RIGHT OF WAY
INV INVERT WL WATER LINE N R S C PERMANENT uTlutY STOR ®RAINAGE ~ ~ ' i''~
r IPS IRON PIPE SET WM WATER METER EASEMENT a
~ ISL ISLAND WT WEIGHT 1. CONT TOR SHALL CONTACT NCDENR DIVISION. OF L Ql)ALITY AT .919-791-4210 EXISTING NEW
o WV WATER VALVE PRIOR TO .BEGINNING C~ONSTRUCaTOti AND' PROVIDE OWNER 6'~1~1~1 A COPY OF CORRESPONDENCES ? CATCH BASIN f INLET
~ JB JUNCTION BOX WTP WATER TREATMENT PLANT i CONT TOR FIN CIAI.L`f RESPONSIBLE fOR ANY FINES OCIATED WITH NOT PROVIDING PEES FLARED END SECTION
WWF WELDED WIRE FABRIC NOTIFICATION OF BEGINNING C®C'~S'RUCTION TO DLQ¢ o, KWY KEYWAY WWTP WASTE WATER TREATMENT PLANT MANHOLE
a, ~srr,~ STORM DRAIN PIPE
LF LINEAR FEET YI YARQ INLET 2. EROSION CONTROL PERMIT SHALL BE MAINTAINED AT CONSTRUCTION SITE AT ALL TIMES, DESIGNED BY;
3. ROCK CHECK DAMS SHALL BE INSTALLED PER DETAIL.. JGIEBM
a~ DRAWN BY;
~ 4, CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE EBM
~ DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS. CHECKED BY:
O WBJ'~
5. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY 0 ~ IMPROVEMENTS. INSPECT QEVIGES AFTER EVERY RAINFALL EVENT AND CLEAN OUT TRAPS
~ AND/OR CHECKDAMS WHEN HALF FULL, PROJECT NO.: 3050 -D•1
~ n
~ 6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS NEEDED DATE;
~ OR AS DIRECTED BY ENGINEER. JGLY 201.1.
~ ~ ~ 7. SEND AND MULCH DISTURBED AREAS WITHIN 14 CALENDAR DAYS OF IS BANC S E AND MULCH SCALE;
~ Q TUR E. E D ~ ~ DIS~'URBED AREAS WITHIN SEVEN {7) CALENDAR DAYS FOR ANY SLOPES GREATER THAN 3~1, NOT TO SCALE
i
~ ° 8. AF°IER SITE IS STABILIZED REQUEST AN INSPECTION BY LANQ UALITY, UPON APPROVAL OF SITE ~ Q
ci ST ,61LIZATION REMOVE TEMPOR c ARY EROSION CONTROL DEVICES, DRESS OUT AREA, AND
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SHEET 2 OF 14
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NEW 4" WATER 4" WATER LINE
{SEE SHEET 12} SHEET 12}
STREAM CROSSING 11R EX. 24" RCP NEW 12 WATER LINE ~ $ , STREAM CROSSING 4T
{INTERMITTENT) -OPEN GUT USE CONDITION 2 {5' INSIDE R/W> ~ (PERENNIAL) SEE PROFILE
SEE INSTALLATION DETAIL Property of BcDG~ ~ ~ ~ "CROSSING 4T" THIS SHEET Property of ~ v ~r NEW PERMANENT UTILITY
iVEW PERMANENT UTILITY ROCK CHECK DAM Sign James Winstead f Imes Winstead Heirs ~ o prrv: 370600018446 ~ ~ a ~ ~ Property or EASEMENT 13,241 APPROX. W
EASEMENT {AREA 10,615} {TYP.? P1N: 37osoao184 c 20' Grvl, Dr. DB~ d PG~ 0 DB~ d PG~ Q ~y y ~ ~ °0 4 Bornes Land Corporation AREA)
NEW 12 -45 BEND w/15"RCP o CONTRACTOR SHALL a PP wfGuy 36° Tree ~a ~ , P1M 2796©0923154U o ~ ° ° DB 217© PG 769
LOCATE EX. 12" WATER LINE Property of NEW 12"-45° BEND a PP Wr)liams, Cecil T, Jr~ & David N. ~ ~ ~ 12' So+7Dr, NSE ~ HSE ~ ~ ~ ~ MIN. 7'-D" FROM NEW 12" GATE VALVE
REMOVE GAP AND CONNECT ~ Woods BLDG ~ 4, PIN 37©600201748 ~ ~ 2039 2039 ~ ~ ? WINGWALL a~ ~ BOX ~
NEW 12 WATER LINE De. 1548 GP:32a ~ ~ PP Guy ~ - - _ _ - 0 ~v ~ g .U 10`Grvl. Qr. w/15 RCP / ~ ~ Ex. Guordrail
- I ~ ~PP ~ 8' GrvG Dr. wf 15°RCP
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P° 12" R.J.D>hP, I ' ~ 12 R.J<D.I P, u~
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d° 261 LF OF 12" FUSIBLE PVG ® PIP BY HORZ, DIRECTIONAL- f AREA 2,651) 1 ~ a
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~ BOX 130 13:0 ~ I~ I ~ BOX
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"SE 19*00 20*00 21+00 22*00 23*00 24*OO STREAM CROSSING 4S Property of SCALE~1" 100' HOF ° 100' HORZ. USE CONDTION 2 a
(INTERMITTENT) -SEE PROFILE James Winstead 1-te+rs NOTE' e O NEW 12" WATER LINE " PtN 2796ooa4~oa1 12" FUSIBLE PVC PIPE MAY BE SUBSITUTED 1 10 VER1 CROSSING 4S THIS SHEET I' ° 10' VERT. NSEI T A SEE INSTALLATION DETAIL ~ ~ ~ ~
O {5 INSIDE R/W? De~ s5s PG 269 W/16 HDPE PIPE ~_s
+ ~ Pro ert of Wetlands NEW 12°' GATE VA 12°' GATE VALVE ~ BOX ~ ~ ' ~ ~
p y NEW 12 WATER LINE ~ I- °o. ~ Cobb, Sarah Ferrell NEW FIRE HYDRAn' FIRE HYDRANT ASSEMBLY (J~ ~ C.7 : _ ~
CSI o~ ° PrN~ 37osodo3a334 {RETURN TO 5 INSIDE W ~ ~ W a: D8~ 3C77 PG. 340 ~ R/ 7 ROCK CHECK DAM 12` SoilDr. ~ ~ ~ ~ ~ ~ ~
Ll_I ~v~ Q Woods W ds {TYP,} Q~ ~ Woods ~ a ~ ' 'C'° ~ ~ ~ r ~ ~ I•'-
~ ~ Landscaping 4 / f" U7 R/N~ 0+00 35+00 -
- - - - - _ _ - _ _ _ _ ~I,....~ 40 O ~ ' 50;+.00 APP w/Guy _ _ _ _R!!~ _ P 55+ ~ ~ ~ o f~ LLE
. c~ ~ _ _ ~ _ ~ ~ 26_AspholtPavement I
T- 1. l I~~ L1..1 I II - _ ~ - - ~ - 14 ~Y i ~~V ! J~''` ~ ~
_ _ _ ~d _ ~I bJ @I q - _A,. r ~ c .c NLS NLS eb RI V~ F- - - _
~ m m~,m m ~ ~
L.L.I HSE o 0 0 0 1462 ~ y ~ Z
Z LL.I 1874 ~ a a ~ m m m m ~ ~ ~H
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I ~ I + ~w
I t I c l I ~ ~ ~ ~d
N N I ~ w's
N-~ t-~ u v v ~
~-0 1 1 50 LF OF o-m 0 1
1 1 N 12" R.J,D.LP. ~ ~ v 50 LF OF ~
50 LF OF v _ I I 50 LF OF
12" R.J.D.hP. ~ I ~ 12" R.J.D.I,P. m -I-- m 12" R.J,D,LP. ~
199 L~ F ~2" FUSIBLE 231 LF OF 12" FUSIBLE
PVG PIPE Y HORZ. - DIRECTIONA DRILLING 1 PVC PIPE BY HORZ.
1 ~r I ~ MIN. 3° DIRECTIONAL DRILLING-- - -
d' I I i I l _ I II
~ 11" I I (.3 DOVE \ 3 s" PCP i~f 48'1 Rc1 r''
~ ~ MCP i I i r~ I i
~ c~ :J
I 14 1 .I ~ 1
n ~ I I NEW 2 FI TING
C) I I ~ ~ ~ CJ R.J>D.I. P.) ~ ~ MIN.3
I I I I
1 I 1 I
1 1 13 ~ 1 I I I N _~C I I
l l I I ~ (2) EX. 46" RCP I ~ I I
~ I I i 11 STREAM CROSSING 4R L I I I -
{PERENNIAL) SEE PROFILE
o i I I I - °'CROSSING 4R'° THIS SHEET 1 1 1
~ 11 I 35*00 36*00 37*00 36*00 39*00 SCALE<1 ®100 HORZ. ROCK CHECK DAM 66*{ 66+00 67+00 68+00 69+00 70+00 71+00 SCALE~1'° ®100' HORZ. ~
a> NOTE 1'" 10' VERT. (TYP.} NOTE °
~ 12" FUSIBLE PVC PIPE MAY BE SUBSITUTED NEW 12" GATE VALVE ~ BOX 12" FUSIBLE PVC PIPE MAY BE SUBSITUTED 1'° 10' VERT.
(r~ ® II Property of W/16 HDPE PIPE NEW 12" GATE Barnes Land Gor oration NEW FIRE HYDRANT ASSEMBLY C7 p W/16" HDPE PIPE ~ ~ 'DESIGNED BY. JClESM
+ ~ VALVE ~ BOX PiN.279soos23154u NEW 12" WATER LINE Woods ~ HSE
18" crape Myrtle p p DB 2170 PG: 769 {5' INSIDE R/W) Cemetery'` 827 M DRAWN BY.
~ ~ `4 , Woods V~ ~ 1277 q~ p~ ~ ~ ~ ~ L- EBM
~ ^ v ~ a W 'o: o W o h Q _ W PP ~ a I^I APP w/Gu PP PP _ _ - -
PP Qti; ~ PP W 65+n{~i y ~~-0~- _ _ _ ~.a- - - - ^ - P ~0+00 ~ ¢PP R/W ~ ~ CHECKED BY; - Z WBJ - - - - _ - - h1
(n REIN _ - - - F o ~ ~ - _ _ - _ - ~ - - U) PROJECT NO,:
25`AsphoftPpvemen~ f1~1_,_L ~ -i - -r - _ - 1r ~ - T - U} 3050 -D~1
~ ~ - - - - - -1-- - -i - ~ ! / ~ ~ W - f' c' f U) -I _ ° ® - - DATE;
v, _ ~ ~ ~ ~ d - Cpl f~ ^ ~ . JULY 2011
~ - R/N/ ~ ~ l~ Q ~ ._.I ~Q~ 'y° oc roc
~ ti~,7ti (Tl SCALE: HORZ.:1" :100'
r`? z Z W HsE
~ ~ ~ ~ O
~ ~ o ~ C7
~ ~ ~ Q n 1144 ~ EX. 18 RCP
r , ~ i am nnn.n.r~ne~ n ~ an
\ Ulit k. ul\1U111VN L SHEET 1& OF i`
SEE INSTALLATION DETAIL
Q c oa o~ w
~o
Q00 0\~ 4

;
I~ tk
Z Q
i ~s,, i
W
{J ~w

~ NEW 12" WATER LINE ~ t2}NEW 12 45 BEND NEW 12' ~ ~ t5 INSIDE R/W) , NEW 12" WATER LINE ROCK CHECK DAM ~
~ 4p x 15'Grvt, Dr, k x 3'x2'Drain Jnlet {5 INSIDI {5' INSIDE R!W) tTYP.) o. -I
p ru HSE w/1&' CPP ti N 18" CPP o~
3 p 603 PP p U p ~ u_ o ~ 1- q , ti 4 t2)NEW 12 45 BEND ~ TPED o ~ o ~ Irrigation Pipe ~
~n (yf ~ ~ Q a' 3'x2'Drarn ~ ~ ~ ~ u 1 ~J~ inlet ~ ~ PP PP wlGuy ~ ~ ~ ~ ~
Cd.) ~ `'!"QO R/W ¢PP PP w/Gu ~ ~ 1 ~ PP ~ , PP _ _ _ 90+Ot1 PP y ~ 95~- i ¢ i°! rP D Ot)+Ot) - - „ p . ~ x. Fence _18" CPP_ ~ E P _ ~ _ r-~~ peo -P~~ 105+OQ ;¢PPrPEQ , ~P _ R/V~ _ 11 _ PP ~ ~
~ ~ - - _ _
_ ~ -i ~ 26.5'Asphalt Pavement ~ j _ _
J ® d _
~Wn R/GV _ _ Rf lrrigatron Pip ~ W e _ ~ r.~
~ / aWel! aweli U J
F~- HSE HSE e f- m ~ Cpl _ 'rY
n 610 534 ~ NEW 12 WATER LINE HsE ysE ~ ~ n
7io t5' OFF EOP> 467 467 446 i
NEW 12" GATE VALVE ~ BOX
NEW FIRE HYDRANT ASSEMBLY a
NEW PERMANENT UTILITY o
EASEMENT (AREA 4,942)
BORE PIT (APPROX. SIZE ~ 'OX. SIZE ~
LOCATION)
RECEIVING PIT (APPROX. NEW 12"x12" CRASS ;ROSS
SIZE & LOCATION} B p
~ NEW 12 45 BEND NEW FIRE HYDRANT BEND
NEW 12 GATE VALVE & E ASSEMBLY :VALVE & BOX w
NEW 12" GATE VALVE ~
Box ~ NOTE INSETS ARE AT A SCALE OF 1'° ~ 50°
I R1 ~ I.
"r. rh ~x~ i'
~c Q
1`JC HW Y 97

N ~ R/ 1 ~ p~ ~ ~
NEW B" WATER LINE R ~
(SEE SHEET 9) a EX. 18" RCP ~ ' ~ _ ~
~ ~ ~ ~ USE CONDITION 2 ~ ~ ~
EX. 24 RCP INSET "A°' SEE INSTALLATION DETAIL ~ " ° '
USE CONDITION 2 ~ NSA ET „A„ SEE INSTALLATION DETAIL Propert of ~ ~ W ~ ~ ~
® Y ~p X18 20' Grvl. Dr. ~r -I ' ~ w w ~ ~
+ Barnes, Carson B. EX, 18 RCP P1N.279soo272955 ' ~t USE CONDITION 2 NEW 12" WATER LIl Z" WATER LINE ~-woods a ~ ~ ~ ~ ~
N r- DB~ 111' PGA s58 a~DC SEE INSTALLATION DETAIL t5' INSIDE RIW) 7E Rf W) R YP.) CHECK DAM ~,~-woods m = O
~ - 9088 Property of ygE NEW PERMANENT UTILITY ~ Barnes, Carson 8. ~o
rR( i r cn PIN 279600272955 209 R ta,~ EASEMENT t1O x 170 } ~ i-" w ~ ' F- ~ PP R/VV pp 140 --r ~ ~ ~
;p DBE till PGA 658 ~o f,, t0~ , PP w/Gu A PP 135 ~ _
J TRLR 157 ~ uy y c~° PP 0 Q ~ N ~ PP w/Guy PP w/Gu - " f` _ = I~1 +00 ~._~:•.,.--'_"".`~.--.r ~ ~ 2PAs~tPovemenf ~ ~ ,
~ 1` Z ~ C7
\ ~ F.. PP w/Guy ~ h p ~ U~? e Sign 25+®t7 PP - - 1 -r ~ - ~ _ - - - own - w° eT - Rf~v~ri' (Ij ~ ~ ~
z~ J~
T ED TPE _ _ _ _ .r ~ .a - - - awell wello _ - ~ w ~ - ~ ~ ~
y ~ 4Q'AsphaitP vement _
- - " 374 402 426 ~ ~ ~
d ~ U
' _ - _ _ _Ex. Back of Curb ' .J O
t
~ i ~ cn
PROVIDE 117 LF OF NEW 12" ~ Q
WATER LINE IN 117 LF OF 24"
ENCASEMENT PIPE BY BORING o 0 ~ NEW 12 WATER LINE
JACKING ~ w (SEE SHEET 9)
~1 11
\1
11 Ex, Feiey""'~~ ~
PROVIDE 10 LF OF 12"
c ~ ~ STUB OUT, THRUST PROPOSED COLLAR AND CAP ~ woods BOOSTER PUMP
~ ~1 ~i~ SITE tCONTRACT II)
~ ~ ;
~ ~ Ex> 42" RCP Propery of USE CONDITION 2
~ Sykes, orlln B. & w,1/+am Jr. SEE INSTALLATION DETAIL k ~<i
o P1N~ 279600065755 ~ DBE 1530 PGA 455 NEW 12 WATER LINE ~i I Woods ti i ? ~
! ~ PP ~ 4~ t5 INSIDE R/W)
~ NEW 12 -45 BEND ROCK CHECK DAM ~ } ~ N ~ ~ woods ~o tTYP°} o ~ ~,o ~ ~ I~~~ ~ ~ r l ~
~ Gate ~ ~ ~ d--' ~ U~ Gatepost ; p Gatepost U~ ~ o ( ~ I
~ 1 ~ ~7 ~ I i I ( =a p I r z~~ ~ ~o ~ ~ PP ~ Landscaping ~ ~ IRf~~-,~ ~ i__ ~ ~P -t DESIGNED BY,
w ~ L>~ PP ' r' ~ 145+ PP PP ! N ~ _ _ _ , PP ~ ~ - - -
~ ~ _ - I - - - - - - - 150+00 155+00 PP > > _ - 1so+OD 165+Qo~, - - - JCIEBM _ - - - - - - T _ . ~ DRAWN BY; - - ~ - - EBM
27 Aspholt Pavement - ~--r
~ T c~ - ~ - -t- - a - - _ _ _ _ - - - - _ - - R/W CHECKED BY; _ -
~ - - Dwell mr _ 1NBJ
~ p W ~ ®~/W a~ / o~ ~,i Im ~P ~ ~
O~ ~ f` t t N NEW FIRE HYDRANT ASSEMBLY PROJECT NO.;
~ NEW 12"-45° BEND N J 0~ o ~ NEW 12 GATE VALVE s~ BOX ~ ~ N NEW 12" GATE VALVE & BOX 3050 -D-1
~ NEW FIRE HYDRANT ASSEMBLY ~ ~ HSE DATE;
~ Z HsE q ! {f 45Q CONTRACT I s7o JULY 2011
~ ~ HSE p~ ~ 4 72 SCAEE;
~ CQNTRACT HORZ.:1"=100'
~ ~i ~ STREAM CROSSING 4Q
a ° (INTERMITTENT}
a ~ 1 w c ~ .
P .G A
cl~ SHEET 3 OF IF
O O ~ h U .
OO~~`~~ a FAR
O O O f.
~O

d
NEW 12" WATER LINE tSEE SHEET 5)
~ DO NOT DISTURB IRRIGATION LINES, IF ' PRQVIDE 69 LF OF NEW 12" WATER NECESSARY CONTRACTOR SHALL CONTACT Z
~ r ~ L1NE IN 24" STEEL ENCASEMENT ' O
\ PROPERTY OWNER TO VERIFY LOCATION t ~ PIPE BY BORING ~ JACKING OF EX, IRRIGATION LINES. c13
NEW 6 WATER LINE ~ m L9J
{SEE SHEET 9) Ce ete y a ~ ~ ~ L-J BARNES, CARSON B. / 252-459-2548 INSET A NEW FIRE HYDRANT ~
CLINIC ASSEMBLY
9088 Pr r f ope ty o NEW 12" WATER LINE ROCK CHECK DAM
~ 8 Barnes, Carson B. ~ --a'Gr~1. pr. w/~a"RCP {TYP.)
~ P1N: y9sC02J29~s (5 INSIDE RIW) a Gr~l. Dr. w, PP w/G~y f ? NEW 12" WATER LINE robmstone/crave NEW 12°' WATER LINE
PP w/Guy DB: 1111 PG: 658 o Grave R~~ ~ ~ - (TRANSITION TO 5 OFF EOP) {TRANSITION TO 5' INSIDE RfW) ~--Woods
~ Rfl~l Tombstone ° _ °-1- ~ ° ~ ' f - - ° - trrrgo'ban-Pi _ - - _ _ _ _ c?~ Grave
1 I ! ~ _ ~ a • , ~1~ Irrr ation Pi ~Woods~
Irri atron Pie _ 1 00 J9'Asphatf Povemeat " _ _ _ P 20+00 R1~ 25+00 woods ~ ~ -
a , Cry
~ 4/ y/y~/., ®r ~ 9 1 r 9 V -F--- if _ _ a~' ~ _ _ ~ _ 24~Asphatt Pave_meo~ t_ _ _ _
~ nl Irri akion Pi t g pe trrrgation Pipe
~ PP wlGuy L++;
STORE
119 NEW 12" GATE VALVE F- M ~ 1 u
~ BOX r
t ' RECEIVING PIT (APPROX. c~f ~
o SIZE s~ LOCATION) ~y
NEW 12" WATER LINE NEW 12"-45° BEND i
~ tSEE SHEET 5) t: BORE PIT (APPROX.
~ ~ ~ ~ I SIZE & LOCATION? ~V - ~
6 ~ ,
. NEW PERMANENT UTILITY O '
' I EASEMENT tAREA 1,553) NOTE INSETS ARE AT A SCALE OF 1" ®50' ~
~ i ~
f _I
u.i
~ ~
a

~ ~ OLQ BAILEY HI~Y ~i
Q Z
3
Woods ~y CD -y +
Z
II, ..i~ I-T1 INSET ..A.. L n Woods PP _ I~ ~ z W ^
NEW 12 WATER ~ 35
~ C~ LINE (25 OFF C/L _ _
001) - LI1 SR 1 p ~ _ Srgn Light f ~ ~ _ ~ ~ _
3 - _
PP _ p rPEO ~ ~ 55k®~~ ~ d ~ ~ ~ C3 ~
~e tP° i h ~ A ~ r NEW 12" WATER N i ~ ~ ~ , ~ w
~ 4 ~ ` ~ ~ V' O PP W/G~y LINE {25' OFF ClL ~ ~ 1~ ~ ~ ~ ~ ~
. I a ~ ~1 TAR RIVER GROSSING ~ ( GJ ~ SR 1001) / ~ ~ w nom. ~ ~ C7
i t~ Ri O {SEE SHEET 7) 1- Cn + + Sign ~ ~ kr^~ a : ~ ~ ~ ~ ~
~ r. HS ,gyp ~ 85 9 Q S+9n 38 Conc. Dr. . t„f F- d - 3T Conc, Dr. w/36"RCP ~ ~ ; ~ ~
G' w/36"RCP ~ ~
`.1 V~ Fx. Rr -Ra ' t . ~ ~ LIJ ~ ~ 1~ ~ p R/W ~ ~ ROCK CHECK DAM C~ ~ ~ ~
NEW 12"x12" TEE ~C U~
I- NEW FIRE HYDRANT W LL] ~ pavement s~tl l
ASSEMBLY L ~ ~ -
NEW 12 GATE VALVE ~ '
~ BOX
R. JW J W Rf~ ~ U ~
W W ~
= U7 = Ul =
_ C~
_ II _ Q ~ ~ d

DLL BAILEY Hl~Y.
II
I~
I
WAREHOUSE
7968 ts~ NEW FIRE HYDRANT ASSEMBLY
c 1 (CONTRACTOR TO COORDINATE
~ ~ EXACT LOCATION WITH NASH EX.1>3" RCP
~ COUNTY) USE CONDITION 2 INSET „B„
SEE INSTALLATION DETAIL ~ 'I
~ ~ NEW GATE VALVE s~ BQX y" ~ NEW 12°' WATER LINE Shed c W~`
~ o` (5' INSIDE R/W) Gatepost ROCK C L ` '-~.1 4 ~ 15'GrvL Dr. w/15° RCP ROCK CHECK DAM ~
~ ~ ~ Asphalt v, Gate ast 4 ~ ~ p PP w/Guy dTYP°) {TYP.) ~
(f} 3 ~b BLDG PP wlGuy L
U? Rr ~ ~ ~ a Ns CP b ~ ~Z
t~ ~ Brick Sin ~b , r r PP DESIGNED BY;
~ 75+OO ~ , N ~ r JCIEBM _ _ _ _ +OQ, RAWN BY
p~ ~ _ 24'AsphoR Pavement + - - _ _ ~ ~ ~ D ,,rr _ _ ~ EBM
R/ - - - - - - - r ~r~ - - Y W _ _ T_
- o /VY 1 ti R1W _ _ ~ .CHECKED BY;
r ~ TPED ° - - to 1NBJ _ _ _ _ _ RfV~ ~ ~
o F-° ~ ~ PROJECT NO.:
~ 9 3050 -D•1
FIRESTATION ~ NSE ~ 7943 7647 HSE 1'RL R 7625 X647 ~ ()0 DATE;
~ ~ INSET "B" ..p JULY 2011

~ 1 v y ~ ~ # o + SCALE: ~ HORZ..1" =100'
o~ C7
~ N W 4" WATER LINE - ~ i E
~ (SEE SHEET 8) ~ ~ ~ ~
~ ~n` ~ ~ ~ ~W
~ A
h L} SHEET 0 Of 1
~ ~ r U
~ J 0 Ln Wo ~v

~I
I
NEW 12"-45° N NEW 12 GATE 42E3 LF OF FUSIBLE 12 PVC
BE ® VALVE ~ BOK BY DIRECTIONAL DRILLING u.l
C~
~ woods BORING LOCATION TYP.
D (SEE ROCK DEPTH IN PROFILE}
+ PF
j d Boordwaik ,
Imo} e ®O Ex. Rrp-Rap ~ r
F-- N~5 - -woods , o ~
rorl / ~ r ip-Rop EK.18" RCP USE CONDITION 2 HSE
SEE INSTALLATION DETAIL 8172
- r 14 MIN, SEPARATION W NEW FIRE HYDRANT Eb~
Lt1 0 ~ NE FIR R~ -4 ~ I FROM WINGWALL NEW 12" ~ ~ ~ ~ I NEW 12" GATE VALV
= Cn 40 woods r (TYP.} r ~`DO I & BOX & BOX HsE ~ 8208
U - ~ ~
~ p Q s ® t ! i
1 00. Rock Headwall
- y ~ ci ~ 10 ` Gr vi. Dr.
I h ~ ~ Rock Heodwal! ~y
ROCK CHECK DAM j ~ ~ - ~ m
(TYP.) r ~ ~ ~ 24~Aspha~ Guardrail~"`°~.,s~ t ~j`~-1 f~~ _ OWetl/Elec. Box ~ C ~
I
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1 I I I
~ -
EW 1 " WA ER I I - I
I I - ' I 1 o
135 _ ~ I i I i EW 1 11.2 ,J,D,I. BEND 135
N W 1"-11,2 I I I I
I I I I
1
~ I 1 I i 0
_ 130
~ 13 I I I 1 0
I l I I W A I NE 12 TE W 12" ATER LINE
I I 1 I Q~ I
- ~ I I 1 I
~ I- DESIGNED 6Y. JCIEBM
125 j I I
I I I i a~ cu DRAWN BY:
~ B 1 I EBM
f I I CHEGKED BY:
G ~ I I I - 1 WBJ
12 1 ~ PROJEGT NO..
o ~ I v ®19.43 AR E ev. 11 .14 i I AR Ele , ~ ® ~0~0 -D~1
I I I a
I I I I DATE: JULY 2011
z I I - - _ 1 ~ SGALE,
~ 11 ~ MIN, >3' I
o I I CO ER ' I ~ - HO~z.:1~ ~ ~a~
~ I I I 1 1 VERT„ 1`=5'
NOTE , ~ ~ I
~ 12" FUSIBLE PVC PIPE MAY BE SUBSITUTED 4~ ~
~ , ~ 7~r°? W/16" HDPE PIPE ' ~ ' I 11 ~
SHEET 1 OF 14
I~
00 0~ I I
~no,~o 0
o 0 4 I 1 I I
W ~ -
Q+00 43+00 44+00 45+00
35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00

I~
~f woods ~ 9 ~ ( d~
NEW FIRE HYDRANT ASSEMBLY EX.18'° RCP '
NEW 12" GATE VALVE ~ BOX USE CONDITION 2
C~ SEE INSTALLATION DETAIL Pro ert of ' ~ P Y ~ ~
~ + NEW 12 WATER LINE Poland, Johnnie S. & Joseph E, l PINS 279700477421 P ~ ~ ~
f5` INSIDE R/W) D8~ 1521 PG~ 390 t ~
d' ~ ROCK CHECK DAM NEW 12"-45° BEND ' ~ ~
fTYP.) Joao NEW PERMANENT UTILITY ~
<C Woods EASEMENT (AREA 506) F v ~
woods W R/i~ 85+00 4a, Waads-~ u~ ~
~ s0+o0 W - - 100+00
_ - _a _ 105+ 0 ~Rl~ _ _ ~ ~
(1.! / ~ a i- _ _ y _ } 24'As hp °ft~Pavemenf + r _ + _ 1./ J 11 - - - - - - - ~
- Rf~ m
~ PPS ro~~ ~ -
W _ ~ 7095 _ Rl~ - CONTRACTOR SHALL LOCATE EX.
NSE NSE ~ 12" WATER LINE, REMOVE CAP AND
NSE 7385 7357 tjc 94 CONNECT NEW 12" WATER LINE
7415 II v ~ ~w
( c~
~ E ~ c> r
~8~ i 0 o
0 1 k ~ } J ~ ~ ,_r7
f2) EX. 30'° RCP f l1 cc C_) ''r ass 1 ~ eC a- ,~_i
~ NEW 4" GATE VALVE ~ USE CONDITION 2 BOX SEE INSTALLATION DETAIL l
p 392
~ `1 TRLR ~ ~1'~ HSE
I 362
'
~ RECEIVING PIT fAPPROX, BORE PIT fAPPROX,-~ HSE 15+00
L_-- - SIZE ~ LOCATION) 302 i SIZE. & LOCATION) ' - - i
NOTE INSETS ARE AT A SCALE OF 1" ®50' ~ n
NEW 4 22.5 BEND ,,~.-P ~ - ~ \ ~
/ --'~-I-^~..
I PROVIDE 75 LF OF NEW 4 D,1. WATER , ® ~~enf / 1 b•`~ ~ LINE IN 75 LF OF 8 ENCASEMENT PIPE 1p ho 12' Grvi. Dr. 4 A Qr,
2 A ~ r `°vs 2-'"~"" „ ~.ti ~ _ RLR 369 w/i5" RCP '~cn~ c'> , BY BORING & JACKING HsE
sr'' t' z c~ 331
I ) I ~ o <,p A~
NEW 12" WATER I INSET "A" . ~ ° ~ ~~3 ~ ~ ~ ~ o
i5' Grvl, Dr. LINE fSEE ~ ° " ;I \ / o w/15" RCP 15' Grvl, Qr. ~ ~ C~ ~ ¢ o ~ o w/15" RCP ~ S~6 ~ + T
i; SHEET 6) q.~ ~ ~ - ~ „ W p s 'A / HSE ~ ~
~ ~ ROCK CHECK I JCK CHECK DAM 475 , e s2~ ~ ~ w Q ~ ~ ~ r .
f~ . ~ ~ fTYP.)
INSET A ,s ~ PP NEW 4" WATER LINE - - 20 Grv1. Dr. ~~d' s'9 ~ w ~ ~ ~ T~f'r~ ~ ~ ° ~ ~ ~ <Z
~ i HSE ~a f5' OFF EOP) / ® .g N ~ ~ P - 233 f . PED R
(6J LIJ ~
® r °''o sj ~ p~ Q' ~ ~ ~ ~Sx NEW 4" GATE VALVE & BOX Y ~ ~ ~ ~ ~ ~
./"YPP
'~w a ~ PROVIDE 5 LF OF 4" STUB ° = ~~1~ ~ OUT, THRUST COLLAR ~ ~ ~ ~ ~
AND CAP , ~ ~ z ~ ~
~ ~ a ~ ~ oc
PP /Guy sp ~ w ° O ~ ;
I EX. 24" RCP
I USE CONDITION 2
SEE INSTALLATION DETAIL Q =p~
w y I I ~ ~ ~mW~~l
~ ~ ,,,I I I NEW <C GC ~ ~ w ¢ cn NEW 4'" GATE VALVE ~ ~ ©w J"~ ~
NEW 4"x2" REDUCER r ~ Bf I ~ BOX NEW 2" WATER LINE ~ ~ ~ w ~ ~
o NEW 4"x4" TEE (5' OFF EOP) `c; ~ ~ ~ ~ oc ~ 'r
PROM PROVIDE 18 LF OF 4" PVC HSE U w WATER LINE BY OPEN 9544 ~ cc
PROVIDE 38 LF OF 4" ~ WATEf PVC WATER LINE BY PROVIDE 63 LF OF 2" PVC CUTTII CUTTING ~ w ¢
- I W ~ R/!~! OPEN CUTTING ATER LINE BY OPEN ~ R/!~i t~ ~-s`so ~p ~ i 536 ~
CUT r TING ~ ~ ! _ \ PROVIDE 49 LF OF Ca • _ - ~ NEW 2 BLOW OFF sn
NEW 4 GATE VALVE ~ rr ~r~ ~ B©X I NLS , t~~~ ~r~l1tV ~ 2" PVC WATER LINE ~ ASSEMBLY ~ I ~ ~Q f BY OPEN CUTTING rPEm , ~
a
ll~\~ NEW 4 GATE VALVE R/~ 11 - I C1
I ~ ~ B0X nres -LEE RD< _ . . p ~lpl ~ ~ 15~15v CPP A + R/ 1Okp~~Vd NEW 4"x2" REDUCER
PROVIDE 28 LF OF 4 PVC - - - Rfd~ r- WATER LINE BY OPEN I a Q
I ~ IL CUTTING ~ - a NHS NEW 4"x2" TEE xs ~ 510 ~
v . .
~ Rf Rf ~ ~ ® aaaaa : a /f NEW 4"x2" REDUCER ~5 ~ ~~~~r
~ I ~ I a' a ~ ~ NEW 2" GATE 529 ~
~I NL s LEE RD. ~ ~ 4 VALVE BOX weilo ~ .ems c.- , ~
~ ~ NEW 2" BLOW OFF I~ SET D ~ uDu PP w1Guy y ~ 1 2" 7ree~
_ ~ ~ ASSEMBLY ~ 4 15' Grvl. Dr, w/15" CPP
- p ~ E Rf d~ ~ ,I U'. EX~ 15" RCP ~ 2" Tree ' ~ t~;~~ ~ I NSE 9497 a
J ~ I ~ IRLR 9559 ~ i ~ ~ I i USE CONDITION 2 ~ NEW GATE o" cedar ~ ~ ~ t~y SEE INSTALLATION DETAIL VALVE ~ BOX t0 r ~~''~1 ~ ~
1 h r . ~ 10" Cedar / ~ ~ ~
~ II _t........... „ ~ i INSET C ~ ~ 10" Cedar f ~ ~ ~
~ 1 ~ I n u a I INSET C ~ ,ti ~ I ~ INSET D ~ / ~ I ~ ' ~
~ I ©Weli ' - ~ ~ is rRLR 14s3 1NSE~ ~ ~ ~ ~ i _
o I U a ~ ~ TRLR 9423 ® ~ ~ ~ ~ n1e~ Wello ` I ~
~ ~ NEW 6" WATER LINE ~`=14° P~he INSET "B" TR R 44 R9489 gr~15 I ~ L 9 TRL LR r I ROCK CHECK DAM ro N /~gi/' ~
,U (SEE SHEET 11) owe HSE TR ,j P N S ~ I ~ 1337 TRLR 9401 jRLR 9467 4 'r~
~ 1 ? : i " Pfne ~ ~ R~ ~ 10`Crvl. Dr, wli5" CPP p ck Headwall ROCK CHECK DAM ~ '
_ ' _ - - - ^ - -I ~ ~ ~e T~ PR/TP-~ ~ DESIGNED BY, pp~
wl15' RCP 5+00 , ' j p ~ ~ ~ 5' SHB . 0 5' SHB~ ~ .y ~i~ l,~r/,y' y _ _ ~ ~ Froperty of ~ f ~ ~ ~C~EDIVI ~ J
. ~ - a ~ I ~ 1 ' A.ph_gl `_Pt~v m n P _ Ul V~, ~ p ~ ~ ~ ~ ~ ---t- - $arajas~ Prudencia $arragan / We((0 ~0 ~ ~ ~ ~r ~ FrN:a~esoo9sssaz ~ ~ ~ DRAWN BY: ~ ~ ~ ~ ~ ~ - - ~ 1 fls:2s2s Pc. sos . ~ I~ ~ ~ ~ ~ EBM
~ - - - - - - - SEE-~RD>--~"~^ D F~NEd ~4f - - - - - - , _ ~ o ~ o ~ ~ I NL ~ \ o ~ ?ICJ _ a. t 8„ Tre 9 ~ ~ o ~ ~
- _ - - m ~ NEW 4" WATER LINE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ `0 CHECKED BY; ~ Cedar Row ~ ~ ~ ~ ~ i 15`Grvl. Dr. wf15" CP c w ~ WBJ
~ tq~ _ . ~ 1 I i0'Grvl. Dr, w/15 RCP R ~ ~ m , - - ~ ~ xq~ w s Q P w/Gu 5 Cedar 6 (SEE THIS SHEET) t7'SoilDr. .c ~ c ~ ~ 0. q Y g3 N 10' Grvl. Dr. w/15" CMP ~ b~ t m` ~ 8" Tree > ~i °j
O ~ ~ j ~ ~ m ° ~ 8" Cedar E.. ~ SHBs 4' SHB R ~ ~ ~ I ~ ~;~h o m ; Row ~ ~n ~ I 4, S R 9514 TRL 1 i :~'~t a
O ~ o ~ m v ~ 0. 1 0' Grvl. Dr. 4, S TRH 9 rn ~ o ~ : w/75" RCP 4 ~ SH ~ ~ NEW 2" WATER PROJECT NO,: ~ Cedar Row 4 ~ ~ a rP~R 1458 m m ~ <4~ 2„ eeaa, ~ ~ 3050 •D~1
' ~ : I TRLR 1359 n. o m ~ PP i'~ ~ ~ ~ ~ ~ ~ L TRLR 9422 4' SHB r ~ ~ ~ Property of rs'c,-~~ ~ LINE (5 OFF EOP) Gomez, Ignacio ~ PP w/Guy Df. w/t5" RCS, Q ~ DATE;
~ TRLR 9400 q ~ 7RLR 94 ~ Uo LRLR 944, ~ ~ R 9470 P1N 278500969712 TPEd ~ NEW JULY 2011
~ INSET E I EW 4 WA E ae.2030 Pc. 759 0,°` 1 BLOW OFF ~
~ r' N T R c, ~ i I~ ~ I ~ LINE f5' OFF EOP) ~ ' ~ O ~ ~ I o ~ ~ ~ ~ ~ ~ ASSEMBLY SCALE. ~F'' NEW 4" WATER LINE ,~e" ~ ~ MORZ.;1" =100'
~ ~ I t5' OFF EOP) ~ ~ ~
dJ I ~ \ 15' Grvl, Dr, wJ15" RCP ~ ~ ~ I " ~ STREAM CROSSING 11L Conc. Bloe~ Ndw~B ~
~ ~ ~ ° i (INTERMITTENT) -OPEN CUT 15'Grvi, pr. w/15^ RCP j
; ~ NEW 4" WATER LINE Conc. Block Ndwll. Q~ ~ -Conc. Hdwl1. ~
~ r~ ICCC TLlIC CLJGCTI NEW PERMANENT UTILITY TRtR 9409 jt r~'`~--Asphalt Dr. wt15" CPP ~ _ ~
~ \ V ~uLOr 1 111 X11 II.,L I ! ^ti / EASEMENT (AREA 1,315) well Conc. Hdwt. SHEET 0 OF I~h
8" Cedar well 24" SHB PP w/Guy 24" SHB
c~ V 24" SHB 940
uJ ~ ~ Qt ~ ~ ~ jRLR 94p RJR 1
~ a~4
w~ a~~i~
i

i
DO NOT DISTURB IRRIGATION LINES. IF S~~ ~f~
NECESSARY, CONTRACTOR SHALL CONTACT
PROPERTY OWNER TO VERIFY LOCATION OF EX. IRRIGATION LINES. z
5~,~ a
BARNES, CARSON B./ 252-459-2548
~ Qp
SET ,
NEW 12" WATER LINE
r tSEE SHEET 5} r , i~'
t r
r
~ EX. 18" RCP / f r
USE CONDITION 2 k~~r r PKS
INSET "A" ~ ~ A LATION DETAIL SEE INST L / NEW 6" WATER LINE
® ~ ~ APP {5' INSIDE R/W?
SrDRE
~ 119 ~ f r _ _ _
r
R/W _ _ -R/ a+oo to+oa 15+00 2Q+00~- ,---x ~
- _ _ _ J9'Asphalt Fovement ~ _ f'`'';p ,g _ q _ _ r
_ i r ~ ~l 1 B I . ~ ~---r _ ~ _ _ _ _ 2~ 4'AsF - - ~ F - - ~s A~ _ _ 2y a aspnart Povement, - - -U~- - - - ~ NEW 8"x6" REDUCER fa
- -
t I I - - - - - - - RI_t~p/tAx/ ~ m a , . , ~l'P - - - r t _ -_~)5/ Y`~c_-- - cc ~ t0. cc ~PP p r ~ ~ x CC
t o0 0o PP O~ 0,4 l o v ° ° 78' Grvl. Dr. > o i, 00
a v ~ mm . . C ~ qJ
~ I 1irVt. Df. ~ Q ~ p ~ y C 1 ~ ~ rPr~ 9.16 PsE ~ 1, C SI ROCK CHECK DAM /
B ,1 9340 {TYP.? PROVIDE $6 LF OF 6" PVC
q NEW 8 WATER LINE WATER LINE BY OPEN / ~
~ t5' INSIDE R/+~} i ti CUTTING Pxs
a~ I
~ NEW 12 WATER LINE ~ SR 1Q01 tSEE SHEET 5} ((~y QQ1 ~V / ~ ~ ~ C7
~ i Property of _ EX. 24" RCP
Barnes, Corson B. USE CONDITION 2 NOTE'> INSETS ARE AT A SCALE OF 1" ®50'
PINS 2796110272955 NEW FIRE HYDRANT
NEW 12" WATER LINE D~~ 11t1 Pc~ 658 SEE INSTALLATION DETAIL tSEE SHEET 6} ~ ASSEMBLY
~ NEW 8" GATE VALVE ~ ~
3 HASH CJUNFY SOLID ~ BOX ~
~ WASTE v ~
p ~ , ~ NEW 8'°-45° BEND ~ ~ o
to f ~ _ ~ ' NEW PERMANENT UTILITY Q ~
I EASEMENT tSEE SHEET 5} - - , - 45 U
/ ~ +pp ~
NEW 8 45 BEND 4ak0 X. ._---3~-~ _ .i _ ~ ~ r ~ ~ _
NEW 8" GATE VALVE ~ BOX _ ~ ® INSET ~ ~ ~~1
NEW 12"x8'° REDUCER ~ - ~ _ - - _ • e _ ~
® o ~ ~ ~ . u u
INSET A per...
i' ROCK CHECK DAM
- - -o
C~ " ~ ~ ~ ~ ~ ~ ~
~ ovem~ ~ ` • ~ w ~ ~
~ H" - ~ 2- PP NEW 6" WATER LINE ~4 l ,
C`~ ty1 O+aQ,,.~-~° ~ t5 INSIDE R/W} PP ~j~` ~ ~ -a ~
~ ~ C}
d. S- I~>/~ f ~ / 4' Wide Hedge
. ~i~a~9j d ~ ~ ~ Ill
(1~ ~ - c,. NEW 6 NEW 6" GATE VALVE & BOX . , ~ ~ ` a ~ ~ ~ ~
(l~ b s676 NEW FIRE P ~ ~ NEW FIRE HYDRANT ASSEMBLY ~ ~ ~ ` ~ ~ ~y CL~ ~ qc ~ ~ ~ PP~~.,, . ` ~ ~ ~~Q~ ~f ~ ~ ~ CC
pp f Nd 4 `Wide Hedge fw
ti~ ~ r ~ ~ ~ ~ ~ W ~ I-
.J W y ~ ~ ~ MIGPAN r caMP ~ ~ ~ ~ ~ ~
I~ V~ V
~ PROVIDE 22 LF OF 6" PVC ~ PP W%cUy ~ ~ ~
NEW 6" GATE VALVE & BOX WATER LINE BY OPEN W „ z
NE fi x4 TEE CUTTING 65+Oa y ~ ~
-4
0 y ~
q
SR 1U~1
NlS
r

c
n n INSET C
~ ~o EX. 36" RCP
~ EX. 18" RCP S T C ~ p USE CONDITION 2 C")
~ ~ USE CONDITION 2 SEE INSTALLATION DETAIL ~ Z
~ + SEE INSTALLATION DETAIL v ~ i"i"I
~ ~ r-
t,(~ W HsE ~ 10125 Pump RII~
~ • W NauSe tRLR tfl313 ~ 4 80+0® -
~ Z 75+t F- (n R/W 6t)+a0 NSE 70+00 - _ - - - ® - 75+00 - - - - _ _ - DESIGNED BY:
- - - 65+00 _ - - _ r ,ti to - - - - - - - - - - ® _ - ~ cn JC/EBM _ _ _ _ - ~ ~ ~_r ~
~ ~ _ _ ~ l 24'ASpholt Ravement _ - - -I - - - --I - - -l.°' - - - ~ R f ~ ~ .DRAWN BY:
C 1 ~4- ~ Y W - - - - - - - ~ I rt ~PP , , ~ - - - EBM -
~ - _ r ~ I ~o b~PP~, ~I PP ~n~ b ~PP Q CHECKED BY:
b ~o ~ WBJ
~ W ~ ~PP i I ~ y ~ bo ~ O PROJECT NO..
P r 1 r P o: : ~1 ~(PP ~ Xi ~ ~ W C }5 G v, D . wli5" RC ~ P w/r 1 . ~ I b.'+~' Conc. ad e . Equip. ~ y ~ 3050 ~D-1
O '..3 1 I 1D' Grvt. Dr. w/15" RCP RCP DATE:
~ ' ` NEW 4" WATER LINE ~ Etec. Meter ~c. Meter
~ ~ NEW 6 WATER LINE t~1 6° Bollards ~ {SEE SHEET 1O} Bollards NEW GATE VALVE BOX JULY 2011 NEW FIRE HYDRANT ASSEMBLY
~ ~ ~ t5' INSIDE R/W) ~ ~ SCALE; HORZ.,1" =100'
~ ~
Im ROCK CHECK DAM ~ i ~
o tTYP,>
~ ~ , F~'
n a ,a
r' \ 'J C SHEET zi OF 1
~ ~
O ~ C ~ U
~O ~O'~ O O N ~
u,
w 0 ~ ~ X~ n~~~

NEW FIRE HYDRANT ASSEMBLY
NEW 6"x6" TEE M
RlW s5+oo
_
PROVIDE 57 LF OF NEW G" PVC - ~
WATER LINE BY OPEN CUTTING NEW 6" GATE VALVE ~ BOX
SR~
Z
10695
~I - Rf ~ PROVIDE 6 LF OF NEW fi PVC ~
O / NEW 6" WATER LINE a ~ r ROCK CHECK DAM (5° OFF EOP) ~
C7 WATER LINE BY OPEN CUTTING + NSET "A" ~ a
0 °d- NEW 6 GATE VALVE ~
~ ~ & BOX ~o '~~pk00 Z
~ 6 18" eMP Wit„ ~f~~.~ _ ~
~ oo+oo ~ I- R/W a5+oo ~ ~Q ~+oa ~Q '
25'As halt Pavement - - - C71 p~ p rPEDrFOMo - ~ _ ~ _ _ _ NSET " "
-B-~C~ ~~l ~3~f~-E
W ~ . ,
f, + ~ ~ ,
~ L~1 ~ ~ ...y. , W _ ~ 1a~so , ~ _ _ r, ®
~ ~ ~ r,~° ^
a. a o Iti A ~ N {
Ex. Fence r- PROVIDE 1O LF OF 6" STUB ~I
~ OUT, THRUST COLLAR, AND Q ROCK CHECK DAM NEW 6 WATER LINE ~
~ CAP ~ ~ tTYP,) t5' INSIDE RfW} 'ter q ~ ~
II NEW 6 WATER LINE ~
(SEE THIS SHEET) o
s ~
t ~ I\
INSET "A" NEW s" WAT NEW 6" MATER LINE
1 ~ i (SEE THIS SI (SEE THIS SHEET)
I P
I~ m
1 ~ cV M
EX, 24" RCP i~
USE CONDITION 2
SEE INSTALLATION DETAIL ~ ~ ~ I ~ NEW FIRE HYDRANT ASSEMBLY
r ~ NEW 6" GATE VALVE & BOX
NEW 6" WATER LINE PROVIDE 10 LF OF 6" STUB
t5' OFF EOP) OUT, THRUST COLLAR, AND z
FOM 11 .~R/~i CAP
EX, 3O" RCP ~ ~ _ 0 ¢ ~
USE CONDITION 2 c~ ~
20+0-'" SEE INSTALLATION DETAIL ~N DETAIL ° I s~ f ~ °
,a ° ~ ' ~ 20' cr v1. Dr, w/ 15 "RCP
X - ~ ~ 2 ROCK CHECK DAM ~K DAM
and d /,,.-~'"P°~em - _ _ - _ -~..,rPEDrFaM tTYP.) NEW 6" GATE
Property of r ° ~ sPn°'t ,.y-°'"' ' ° „ ~ ~ "~'r'" Williams, Braxton & Wade ~ 2~ ~ r- ~ PP ~ ~ " VALVE & BOX ~ ~ ~ d ~ ~ _
PINS 279500474368 i a ~ w ~ ~ t Qr~
D8 2161 PG~ 993 ° ° `1"''- ~ ~ o ! ° ~°n ~ NEW 6"x6" TEE ~ j~ ~C C~~3 t~ ~ ~ ~ ~ o;
~ 3 3 ~ ~ PROVIDE B4 LF OF NEW 6" PVC ~ ~ ~ ~
STREAM GROSSING 11M r''f 11 Q+ ®~i, O~.pQ ; WATER LINE BY OPEN CUTTING ~ ~ ~ ~ o ~
(PERENNIAL} SEE PROFILE Q ~ "GROSSING 11M" THIS SHEET ° -
H
-
5... ~ d ~i/ _
R!p-Rap ti~.....r. fie„ ~ ~ ~ ~ l - - ° 85~.Q ~ ~ NEW S" ~ ~ ~ ~ ® 0 ~ WATER LINE ~ ~ w o a
Property of ~ ~~~4' °i ~ - ° (SEE SHEET 11) ~ ~ ~ ~ - ~ v~ rr> c o w
c c Rhoades, Mark A. & Dovid A. ~ , o o- o ~ ~
PIN 279500591783 ~ ~ Q o ~ D8~ 1327 Pc~ 171 o~ ~ m ~'-v
a 170 1 \~5,~ ro m a~- ~
\ tp ~ ~ ~ m k m
o ' 4~ ~ Q'~ 50 LF OF ~ ~ 5O LF OF o ~e I ~ ~ ~ ~ ~ II - II s ~ Q 6 R.J,D.I.P> 6 R,J,D,I.P,
Z
~ ~ ~ ~1 l~ ~ ` I ~ _ 174 LF OF FUSIBLE r ~ ~ /Q/~f-~.. a c°
1 1 ~ 6 PVC PIPE BY
/ ~ ~ IRECTIONAL DRILLING
> I I ~ - s Q
t'' ~ _ 1 1
l~ ~ - I I I ~ INSET "B'•
~1 1 MIN, 3 1 COVER:
• 72° cry ` ^ ACM I ~1
~ ~ i I U NOTE= INSETS ARE AT A SCALE OF 1" ®50'
- - ~ Q ~
i ~ `j
1 ti
II_ o ~ NEW 6 11.25
R,J,D.I. BEND I I MIN, 3'
tTYP.) I ~ SEPARATION
II I
1 130
h a 1200 13+oD 14+00 15~0o SCALE=1" = 100' NORZ.
s yA
~ ti ~P~rc~y NOTE= 1 10 VERT,
II 6" FUSIBLE PVC PIPE MAY BE SUBSITUTED ~ ~ ~ NEW 6 WATER LINE `'4 i.
o (SEE SHEET 9) W/S HDPE PIPE ~ ~ ~l `J~ ~ ;
i ~ o EX. 24" RGP " ~ GPI
I ~ USE CONDITION 2 a, ~ NEW 2O PERMANENT UTILITY ~ i / ~~,P \ J
~ o SEE INSTALLATION DETAIL ~ r well i ROCK CHECK DAM EASEMENT ~ X ~
tr} I' Pump Nouse ~ ~P tTYP,} Property of / \ DESIGNED BY. A
~ 8arnes Land Corporation ~ ' ~ ! PINS 279600328292 ~ JC/EBM
a, DB 2170 Pc~ 769 NEW 2~ BLOB OFF ~ DRAWN BY.
~ NEW 4" WATER LINE I \ ti ASSEMBLY EBM
10281 ~ „ t5 OFF EDGE OF GRAVEL) ~ S+QO 2fl 0 \ F/ Property oil flfl , f CHECKED BY:
Barnes Land Company, X . ~P1N~ 279600314376 \ fl a ~BJ
c°~ ? , ~ ~ _ _ i ~ grave oa _ 10 tlp HsE 9 - - ~ - - - - -F- - - ~ - ~ - - 324 2362 PG~ 594 o~' ~ W~~j, ~ PROJECT NO..
\ '`S' ~T'`p ho : ' NsE 3050 -D•1
L _ ~ NEW 4 GATE VALVE - ~ _ - DATE; ~ JULY 2011 \ 18" Pine
V ~ BOX T PP I 6
~ ~ i~ ~ a 15" ec'~ q ~ SCALE:
~ I ~ m ~ ~ I _ _ ~ ~ HORZ.,1" =100' - ~ -'~...---'r-'
~ ~I ~
~ ~ ~ ~f Property of
Q Z ^ A 8arnes Land Corporation ~ ~ ~ ~ I PfN~ 279600328292
a~ ~ a
v g ° m uu: Z ru ru n& SHEET I U OF I
EX. 18 oa o EX. 18" RCP
o co o~ USE CONDIT USE CONDITION 2
°o ~ SEE INSTALLATION [ ~ o C) 7ALLATION DETAIL 10
41
~od

NEW 6" GATE VALVE
" 1~ & BOX 0
~ ~ Landscaping f
12' 6r vl, dr. ~ ~ w115 " RCP
as > ~
e 4 ~ 959 / ~
N ~ ~ ~ ~ ` NEW 4" WATER LINE ~
c~.~ ~ _ ~v ~ - - ® ~ o ~ NEW 4 ~ 9 0 0, 10+Od _ - ~y__....._._...-, . - ..l ; ~ tSEE T' (SEE THIS SHEET)
~ ~ ~ W
~ NEW 6" WATER LINE woods a _ - ~ ~ ~ rdcs s t5' OFF EOP) ~ _ _ ~ `b a,
aoi9 EX. 24" RCP ' ~ ~ PP wrGuy USE CONDITION 2
PROVIDE 18 LF OF NEW 6" PVC SEE INSTALLATION DETAIL
s~ oweH ~Tf WATER LINE BY OPEN CUTTING ~ ~```.1 ~ ~~rPEo
r ® jRC R oWe11 N
SE ~ 878 ~ ~ ~ ~
a HSE r 846 ~ a~
~o, - .r ~ • to I~
~ ~ PP wrGuy
EX. 24" RCP / ~ S C0ND1TlON 2 ~ ~ ® ~'!1 t it
INSET A U E I ~y ~ SEE INSTALLATION DETAIL R/ ' ~ ~ 6~ ~ I \ ~-,~~X
i s i s 1 1 +o INSET ~ ,s~~e ~
f . ~ ~ NOTE INSETS ARE AT A SCALE OF 1" ®5O' .v
r ~ f TPEdfFOM / / O r' ,r ~ ~
e~ ~ ~ rry o Q~ .
1~y~ poi ~ ( ~
~ ` R7 d f// ~ P5 ~ ~ ~ C,~, ti \ .\`~p .
I I r~' ~ p~~ PROVIDE 58 'LF OF NEW 6 PVC ~ \ ~
r s' ~ WATER LINE BY OPEN CUTTING ~ ur
w ~ \ T~~~ ~ ~
NEW "x4" TEE ~'i y INSET "C"
NEW FIRE HYDRANT ASSEMBLY ~ ~ ti s ~
t ,1 NEW 6 GATE VALVE ~ BOX * ~ ` ; P w/Guy
~ , INSET B
„ NEW FIRE HYDRANT PROVIDE 58 LF OF NEW 6 PVC I ®i ~ ~ ~ EX, 18" RCP m \ USE CONDITION 2
I~ ~ ~ ASSEMBLY \ SEE INSTALLATION DETAIL
INSET A WATER LINE BY OPEN CUTTING ~ ~ NEW 6 GATE VALVE \ k
~a J ~ BOX \ ~
I \\PP ~ ~
R1W ii `
°u"f i_ ~ _L~ ~k,'. ~~o~ vv ~ ROCK CHECK DAM
L1,.M1~1
SR f947 - - ~ ~ J
\ LC Q
\ ~ ~ \ ~
1 ~ gyp. Z T V
R/l~ NEW 6"x4" TEE \ ` Q ~
s 1. ; EX, 15" ~ 24" RCP r ~ PP ~ ~ ~ ~
NEW 4" WATER LINE EX. 15 ~ 30 RCP USE CONDITION 2 ' T USE CONDITION 2 tSEE SHEET $3 ~ y SEE INSTALLATION DETAIL
~ ~ SEE INSTALLATION DETAIL ~ , , STREAM CROSSING 11K-2 ~ ~ ~ _ ~
l~ ~ ~ : ' ~ NEW 6" WATER LINE STREAM CROSSING 11K-1 INTERMITTENT? ~ SE ! ( a 16'As halt Dr. w/15" RCP & Canc. Block Hdwlls. \ \
1337 ~ ~ ~ (5' OFF EOP) t1NTERMITTENT) ~ ~ ~ ~ 15` Grvt, dr. w/15" RCP 2' Tree \ \ k ~ J~ W C!1 C'3
TRLR 1350 ; 15 Grvl, Dr. w/15" RCP ~ b ~ SE 1598 \ „ ~ W W ~ o
Q 10'Soildr. 15'SodDr. wf15" RCP v~i 36 Tree ~ v 18" Poplar ~ ~ ~ 4 H ,c ` PP wlGuyQ4~. t0. 30" Prne ~ ~ ^ 1TPEd ee ee ~ l4) 2" Cedar \ ~ f!) ~ ~ ~ T ~ ~ 16' AsphoJf Qr. w/15" RGP ~ W UJ
I~ _ o ~ ~ Q v cL ql a; ~ TRCR 1365 ~ Q~ 0 0 o b ~ o NSE ~ ti ~ .c '°w~ 4.! W,; 10'Grv. r. ~,aba ~ ~ 1545 4U r a 2" Cedar ~ ; ~ e ('3
TRLR 1271 ;TRLR 1293? ~ U ~ a 4 a. , ~ NSE v a~ n, ~ ~ 48 SFfB 0~ tt. L ti ~ weN ~ ti ; ; w/15" RCP 1393 ~ TRCR 1419 C~ U U > ~ ~ ~ ~ ~ ~ V ~ o \ ~ , Dwell ~ ~ . ^ TRLR 1441 ~ m 48° SHB Tree 0~ HSE 35`Grvl. Or, w/15" RCP ~ ~ ~ W Q ~ ~~81 & Brick Headwalls 2~2 ~ FW- ~ ~ ~ ~
~ , eJl o Aop, - Dwell ~ ~ ct eI well ~ ~ PP ~ ro - ~ ~ Row ~ o Tree --I ~ R/W ~ 3~+~0 ~ well 3 + ~ , ~ ~ `~U 7ree " SHB ~ . ~ J d " C7
~ - - _ _ ~~a t~:~ _ _ r _ Q _ L l PP wtsu _ _ 40+00 _ _ ~~r.~ iNi i ` stye R~ ~a Row - - - -,~z~-~- - - _ ~ ~ _ _ d i i r -----~a i Row ~ "Cedar ' I- =C ~ OC O ~ c~ `'I ~ ~ ~ „Cedar \
, 2~0`Asphalt Paveme_ of _ + /n - - - - - - - ~ ~ ~ ~ FWQJQ ~ ~
_ ' ~ ' ~ . RBI ~ ~ ~ ~ ~ ~ C/3 W ~ r
1 I 6 TRLR 125& d' II
~ ~ ~ d
ROCK CHECK DAM
(TYP,? Z ~
C~ SE ~ a ~ a 74 INSET C t] O
U
Z
INSET ~~p~~ rP~R 9618 ~
TRCR ,u~~,~ ~{G.~a11/lf,,, ~ 1
11i at1ll, a , , NEW 2" DLOW OFF
a ~ ~ ,a~r~.~,y~r~, ASSEMBLY
Vii;: t\ -4-5~' Y9~~ ` ~ '-~!_S 1 ~ ~~1~~'~tlit~`,I TRCR 9615 I
5g~ ~
_ ~ TR G~
~ ~ 'P q~Weii/ 15' Grvl. Qr.
W s BLY NE FIRE HYDRANT A SEM R/fir f'~/fit ~1 ~k4~ / ,,f-'' ~ 'w195" RCP
o ~ NEW 6 GATE VALVE ~ BOX ~1 ~ 9~ Welly r / I ~ /
~ EX. 24" RCP F 0 6„ STUB. I PROVIDE 10 L F N 4" GATE VALVE USE CONDITION 2 OUT, THRUST COLLAR, AND PP wrGuy '~s`~ 1~PED
~ ~ _ ~ ~L - ~ BOX ~ o SEE INSTALLATION DETAIL CAP ~~a 9~1~
~ I~ ~ ~ a~ HSE ~ g Welly ~ ,I~ ~ ~oWell
~ ~ ~ NEW 4"-22.5° BEND 959 NSFI .T „f~„
~ i ~ Welly ~ ~G„ ~ ~ '
I , ~ ~ ~ Co dscapr'ng ~ ~ fi i
~ ~ ~ I ~ ~
g~~~ f
ti e/~ ~0 ~ > e 0 ~i~ c ¢ I
© ~ ~ T'~l wellof ~ 's;'~Q ,~4`~ NEW 2" DATER LINEDESIGNED BY. JClEBM
c~ t 1 ~ ~ J o c,~. (5 OFF EOP) DRAWN BY:
Qi ~ I ~ ~ rt ~ ~ i i i i I No ' yr ~ f~y Dwelt EBM
INSET E ~ ~ I ~
~ ~ o ~ ~ CHECKED BY:
~ ~ n We11 kg NEW 6 WATER LINE
o ~ (SEE THIS SHEET? ~ ~ ~ we. ~ y~ I e ~ti Oo ~ti Oy~ w; ~ ~ q ,
o ~ , ~ ~ xq / ~d PROJECT NO.. t< q~~ ~'~~f~, ~y 3050 -D•1
I ~ 15' Soil d r. `1'~~ ~ f ~'C ~
1I SN ET „E„ ~ ~ ~ ~Q PROVIDE 19 LF OF NEW 2 PVC ~ ~ a~ J` ~ DATE: i
~x WATER LINE BY OPEN CUTTING ` d , ywell JULY 2011'{ s ~ ©od Fence SCAtE:
~ ~ r ~ ~ ~ Dwell 4~ ~ /x Post HORZ..1" =100'
ni ~ 9~ ~ ~ TRLR ~ ~ well ~ ~ TRtR 9502
CO I ~ 4 ' ~ ~ i' ~ ~f
O L ~ 04 / - " ~ Y TRLR 94 J$
~ 4 ~ ~ , Q ~ ~ _ ~ ~ ~ ~r w/Guys, i 1 Well ~ C4) SfeelFence Post a
15' Grvl. Dr. w118" RCP SHEET 1 OF 14
ROCK CHECK DAM welld~ (3) 2° trees
Q (TYP,) 'lo, O O O TRH R 9458 LPP w, SteelFence Post PP wlGuys
O O c, 25'Grvl. Dr 25' Grvl. Dr. w118" RCP
Q) NEW 4.. WATER LINE C) O (5' OFF EDP) NEW 411x2"
O o ~ REDUCER

f f~
f ~
/k Cl3
~f NEW 12" MATER LINE \f ~ 5 EET 4) EX< 16" RCP (J
4 tSEE H USE CONDITION 2
f~ Pro ert of SEE INSTALLATION DETAIL NSE P Y W
f 2039 James W(nstead Mer'rs CSC
f ~ PlN•' 37D60(1018446 „ _ DB~ o PGA a ROCK CHECK DAM X3)3° SNB ~ 8,~ cP~ EX. 18 RCP ~ Brick Sign
INSET A PP a~ es 97" ~q~3~~ sHe UgE CONDITION 2
f (TYPJ ~ SEE INSTALLATION DETAIL
W " W NE 4 ATER LINE ~ s'~~ ~4
f t5' OFF EOP) ~o ~
i l ~ PP PP . rv, r. ~ 20 ~ Weil qin 0
' ;15+00 `Q . ~ PP _ _ -
f ~ BLDG PP R/~ _ . f '0'I I _ _ _ - - - - ' LP ' ~ ~ `1 Woods
1NL ~ _ - -
20~AS hp Olt Paveement - '
_ - _ _ ' R ~`~'~Q Woods ~ ~'Q
® _ ® ~ Q ~ ~ IAI
! ' 3 1 W r-i
f `t, ~ NEW 4"-45° BEND I \ I- Cy;
~ NEW 4"-45° BEND S~ \ C~
NEW 4" GATE VALVE ~ BOX
- 1 NEW 12"x4" REDUCER I
1 f ~ . i. ~ ° ~
~ NEW 4 -45 BEND ~ ~ ~y
~ ~ NEW PERMANENT UTILITY EASEMENT
° ~ NEW 4 -22.5 BEND
~f ~ R ~0 ,vcs zu ~f o
~ 1 ~ + _
o~ II NOT NOTE] INSETS ARE AT A SCALE OF 1" ®5D' ~
~
SR 194D it I w
II
1 ~
lVY d

INSET "A"
_
NEW 4 WATER LINE ~ ~ U
t5 OFF EOP? [C ~
rrsE _ ~ cc~
935 NEW 4 BLOW OFF ASSEMBLY Ca NEW 2" GATE VALVE BOX ~ o ~ ~ c~i
a NSE ® ®~r cc ~ ~ +
95 i9
~ ~ N U~ `s' z y- ww
W 17'As holt Dr. > W w/15'~RCP o
coo Q = Woods b i~ ~ >
1 1 ~ f~/~/ Woods ~ w oWel! PP ~ 1 I R1 ~ ~ ac
C~ 30+flfl I I _ e ~ ~ ~ ~
' 35+flfl ~ - - _ 2D'A halt Pavement
--L.. r-
C~ ~ ~y
-J - Rt W
~
_ W TRLR 9350 Qw ~
F'- NSE _
93&8
~ z ~
PROVIDE 10 LF OF 4" STUB 0
i OUTP THRUST COLLAR, AND
j CAP ~i
~i z

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i 4
L ~ ~i
4
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DESIGNED BY;
JC/EBM_
DRAWN BY.
ESM
r CHECKED BY:
Q WBJ
Q ~ lC} i PROJECT NO..
~ i 3050 -D•1
i
DATE: JULY 2011
S I ~i
~ ~ ~ SCALE;
~ ~ ~ I ~ HORZ.;1° =100'.
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SHEET I Z OF 14
00iNi
41
a

i
SEE VAL1 SEE VALVE B0~
INSTALLA' it INSTALLATION
I 4" MIN. FINISH GRADE
PAVEMENT PROVIDE 4 Mil POLYETHYLENE
1'-0" STREET AROUND POPE TO PREVENT CONC.. FROM BONDING TO PIPE. . ,
RIGHT-OF-WAY 2 RINGS OF ~3 REINF NOTFSc BAR AS SHOWN 1. PROVIDE VERTICAL EXTENSION AS NEEDED ..A, " , .
TO SUIT EXISTING GRADE. ~ ~ ~ ~ 2. EXACT LOCATION OF FIRE HYDRANT SHALL VALVE \ \ iC w ~ , ~ ° r CONC. CA
BE DETERMINED BY TWE PLANNING AND DEVELpPMENT DEPARTMENT ON SITE. A A 90A $RASS FITTING $OX ALVE 1'-8'" GREATER THAN OUT- ~ ° ' ~ ~ Bpi THREADED COUPLING SIDE DIAMETER of PIPE ( W
3. CONTRACTOR MAY USE R.J. FITTINGS, IN LIEU OF ' THREADED RODS, PS APPROVED BY ENGINEER. pn~atm BRASS LINE 1 TAMPED AT TOP OF PIPE AMPED a"MIN. I-- ~
, , MINIMUM aooo pa, $ACKFILL CONCRETE PAD ACKFILL CONCRETE BLOCKING "A" F MIN. 1/3 C.Y AT r_s„
I PLACE 2'x 2'x 6" CONCRETE PAD 3000 P.S.I. "~~.'~p,~.°',`~ SECTIDN "A-A"
iF VALVE IS LOCATED IN A RAVED 15"MIN. FIRE HYDRANT PUMPER 14" OIA AREA. IF NOT,A PRECAST CONCRETE 24" MAX. NOZZLE TO BE ID' • „6 e q
COLLAR MAY BE USED. SEE NOTES ?-6 PERPENDICULAR 23° DIA. 2" GATE VALVE _ MIN. TO STREET ~ ;:c r, ( 2 THRE 2" THREADED BRASS r CDNC.THRUST BLOCK J CONC. TO BE POURED
I~ ~ r ~ PIPE (D1 * I I ~ ~ z CORPORATION STOP PIPE (D12" IN LENGTH} a"MIN. sD° AGA~NSr FIRM UNDISTURBED EARTH 3000 P.S.I. CONCRETE
m~~ ~ !~~i - ~ 2 RINGS DF a3 REINF ~ ~ OR WATER DISTRIBUTION MIN. BEARING AREA OF UN-
BAR AS SHOWN SAND FILL `o SERVICE SADDLES. DISTURBED EARTH REQUIRED TO HOLD LINE IN PLACE FOR FITTING AS LISTED
PROVIDE RACK SPILL f'~10~ n 6" GATE VALVE 3' MINIMUM FINISHED I I VALVE BOX COVER ~ AROUND WEEP HOLES GRADE - - - - - - - - - - IN CHART. .,A,.
°x yj~ d ~'q•' a
/ ~ i s "THREADED RODS ~~c !B , ' 1 r~ WATER MAIN SQ. FT. BEARING AREA
tEACH SIDE) 2.. ° - , If ° ~I FITTNG 4" RIPE 6" PIPE 8" PIPE 12" PIPE
0 8" PIPE I ~ I I ° ~ ° ~ I, I 61 VALVE BDX 9G° BEND i 3 5.5 40.8 D.E.OR TEE 1 2.5 3.8 31,5
_ HYDRANT TEE l l~ l l= l - SLOPE TOP OF CONC. i'-2" x 1'-2" CONCRETE PAD TO 8E POURED Tp PROVIDE DRWNAGE 27" DIAMETER _ - - N4JF _ _ _ 45°OR LESS 1 2 _ 3. 221_. NQTES; v
SD THAT NO FITTINGS OR FLANGES ARE FROM HYD, DRAIN COVERED, i A_ 1'-2" x 1'-2" CONCRETE PAD TO BE 1. BLOW-OFF ASSEMBLY FOR 2" MAINS ARE TO EXCAVATE AS NEARLY VERTICAL AS POSSIBLE "}i
POURED 50 THAT ND FITTINGS OR $E ~ FLANGES ARE COVERED. THIS WILL Th BE CON5TRUCTED AS A CONTINUATION OF ~ THE MAIN WMTHOUT THE SERVICE SADDLE AND ' ,
° APPLY TO ALL VALVES AT AIL WI ~ MINIMUM COVER MAY BE REDUCED LOCATIONS, WITHOUT THE CORPORATION STOP, v r`
TO 2'-6" IF D.LR IS USED. 2. G( 0 IN 2. CORPORATION STOP SHALL BE LOCATED IN TOP OF WATER MAIN. {
REVISIONS
REVISIONS REVISIONS REVISIONS DATE DESCRIPTION. DATE DESCRIPTION F, ~ DATE DESCRIPTION ~ ;I~ I C i ~ ~ ~ DATE DESCRIPTION o p ~ ~ '
gg~ ,_r° l ~"6
STD, NG NASH COUN STD. N TY NASH COUNTY NASH COUNTY 13 NOT TO SCALE 13 ~ NOT TO SCALE 13 NOT TO SCALE STD, N NACH COUNTY STD. NO, _ ~ - SCALE 13 NOT TO SCALE c
STANDARDS I STANDARDS STANDARDS 1°O1 , 1,0~ y 1.03 s~~r~®a~zos 1,04 ° ° I
I _ l 7 ~ tV
CONCRETE THRUST B UNDISTURBED COLLAR t3Op0 P.S.I.) r----~ Q RUSSELL MBX 1 7`
FINISH GRADE SOIL 1'-0" MIN. "C° (-)II-~=1ff ~~)L-~=11111. 1~I1~11= d ~/~"X~'q" METER 'J
III--I I ~-III-III-III- I N I I III ~ o CONCRETE THRUST BLOCK Q
I i' 1'-0" MIN. REINFORCING ~ C D.LP. 4 •5 U BARS ~'sb--- ~ W MAIN 9 4 m4 CROSS BARS ANCHOR RING t i TRENCH ALL U
. P D.LP. 0 MECHANICAL JOINT GAP _
fl'~ II ~ IIE / j ° ° IwNN ~ ° CONC. THRUST COLLAR - II~II~' / ~ MAXIMUM ANGLE 30° TRENCH WALL ° e° 5 FEET .----TAMPED BACKFILL WATER METER DOUBLE ~ 'd' 5 FEET CMINIMUM) ~ ~ 8/SPENING6 VALVE ~ v W
- c~LI I= ~ ` III I[I .III-iIk__-_II-III-~;i~iii_„I-.,-.'-III=III ANCHOR RING _ II- ~ - - - - - I-III-III_III-III-III=111=III-IiIJII-III~Ii- SECTION 5'MkV. METER ~ ~ STOP
Il - - F-
I UNDISOILRBED D.I,P. (_1 CL C4) D.I. PIPE ~ ~
I ~ _ , D t~ d III TO wATERMWN ° F" ° 1=1 I o ~ W Cn ~
8" / ~ 9 o~.~°; IIII~ ~
z 3 ~ THREE _ I I CEAC THREADED RODS ,.III= ~o ~ W ~ CEACH SIDE) P ° ° ~ o - N~ ~ ~
SECTION G"G NOTES. ~ ~ °-,-°~~-d 31E= s ~ ~ CORPORATION STOP ~
6" TOTO 16° MAINS•12-NO.7 BARS ° 20" TO 36" MAINS-12-N0.8 BARS ° ~ ° ° ~ - ~ AS SPECIFIED . o ~ ~
BARS PLACED AS SHOWN I I-1 I I_I I I_(I1- I1=1I I'-1I1=I I I~ I1=111=1I =1I1=~I (=111=1 I1=f I I~ I k REINEORGINO =111-=III=111=1 =111 INII=III=III-III- II=III-III=11i=11111=1 ir~~=~~l-~i~lii~ii-i~i~i,i_i~l_iil=li~~-Iii-iii=iiHil-1[~ I ~ tr CC ~ -III-i1i-III-~II~iI-Ti-III-III-Iii-iIi-IIr-ITr-II1=IIr i1=II~=~I
D.I. PIPE 1'-2" x 1'-2" CONC - 1'-2" x 1'-2" CONCRETE PAD UNDISTURBED ~ ~ ~ W ~
FEET OFCONCRETEBLDCK OR CU@IC VERTICAL BENS-THRIasT 'ISa P.S.I. TO BE PDUREDS~ TOTAL RADIAL THRUST T SCHEDULE FITTINGS DR FLAN TO BE POUREDSO THAT NO SOIL
TOTAL RADIAL THRUST - LBS. `~a" THREADED RODStEACH SIDEl COVERED WEIGHT, G.F. OF CONCRETE ~ 150 ANGLE PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RING REQUIRED COVER Q OR FLANGES ARE ~ ~ ~
4" PIPE 6" PIPE 8" PIPE 12" PIPE A B C 11 ~/q° BEND 750 950 1,700 3,500 ~ ~ C7 ~ ~ ~
6",8",12" 1'-O" 1"-0" 2" DNE 22f2° BEND 1,000 1,8D0 3,OOp 7,SpD 16" 1'-4" 1'-O" 2" ONE N ' CJ ~ ~ NOTE ~ WATER ~ ' ~
30° BEND 1,250 2,500 4,000 9,500 ~ THIS DETNL SHW 20" 1'-4" 1'-D" 3" ONE CAPPING. PERMAN THIS DETAIL SHALL APPLY ONLY TO TEMPbRARY MAIN ~ ~ CAPPING. PERMANENT DEAD END LINES 7O Bf '
24" 1'-4" 1'-O" 3" TWO EQUIPPED WITH E EQUIPPED WITH BLOW OFF ASSEMBLY. J SERVICE SADDLE ~
3D" 1',4" 1'_2° 4" TWO 36" 1'-4" 1'-4" 4" TWO ~ Q
~ ~ I
U
p
REVISIONS REVISIONS w ~ a ' REVISIONS REVISIONS <C DATE DESCRIPTION ~
[?ATE DESCRIPTION DATE DESCRIPTION.. a ,DATE DESCRIPTION ~ I a..,e ;
~ S ICE ~ BBC T
STD. Nb NASH COUNTY STD. NO NASH COUNTY sTO. N NASH COUNTY sTD. No
NASH COUNTY 13 NOT TO SCALE 13 NOT TO SCALE 13 NOT TO SCALE SCALE 13 NOT TO SCALE
STANDARDS STANDARDS STANDARDS 1.05 1.06 1.07 s~e~~o~RDS 1.08
° VARIES
\ ~ 2X,,
!-STEEL SPIDER ASSEMBLY REQUIRED GRADE AS SHOwN PER JOINT OF CARRIER PIPE AS NOTED J --Nfw PIPE LINE NEw PIPE LINE iiM
Aga P `b ~ oI V 10 ~ METER - 'S q~ ~ L ~ i ARIES i STEEL ENCASEMENT PIPE A 12°` ~ "4P ~ 3" ~-I PAVEMENT I~ _ STATE ROAD --It-'-~------ X12"
9 'r ai LOCK °.P6 ~ ~A"i~l~~; ~~~Tui~~ I~Il-luau 14 LF MIN. 3' TYP. MIN CULVERT _
r CAP VARIES STEEL LID oa ( 1~ ~ i { A x ~Je' STEEL PLATE - SILT FENCE ULVERT REQ'D ~ PROFILE
~ - PULL SLOT (2) I i STRAP ~ L L: - - - COVER a ( _ _ _ _ _ _~_CARRIER PIPE ~
-ti SKID RESISTANT _ ~ ~ at, SURFACE J 1 EXIST. / / i CQNDITION ~ X24" MIN FOR CROSSING
J UGHTRIWEIGHT~L BE GROUND V/ ( f/ 14 LF MiN. PIPE LINE AVER CULVERT bF SANITARY SEWER ~ I
6" STONE STANDARD BRICKS I BASE POLYMER CONCRETE ~Sr ~ ~ ~ i0" e-~ iO° ~-CASING END SEAL READ ENCE
ELEVATION ys 5' MIN. ~ ENCASEMENT PIPE 2' -6' MIN, W ~f4,XXNUTS ~AS ~ `5~ ~ SIDEHOF SPIDER CASING SECTION GRADE ~~VERT
Nor Ta spALE r AS NOTED NEW PIPE LINE C01 ` TO SCALE
N sTaTE RoAD DESIGNED BY;
~O„ STEEL ENCASEMENT-• ~h~, 3' TYP. TOP OF 'EEL ENCASEMENT TYp, `-CULVERT NEw PIPE LINE ~C~EB~
v NEW WATER MAL PIPE ~ NOTES ~E s~„ 8 X24" MIN. UNDER CULVERT EEL PLATE Ati STEEL PLATE STRAP PLAN PROFILE .DRAWN BY;
i. PIPING TO BE BRASS & COPPER TUBING AND SHALL 8E STEEL PLATE ~ EQUIPED W! ANGLED CHECK VALVE OUTLETS & BY-PASS SHOE DE CONQITION 2 EBM
~ FLANGED BALL VALVE INLETS. ~ ~ 2. PRECAST CONCRETE BOX W/ ALUMINUM ACCESS HATCH NOMINAL MINIMUM WALL MINIMUM WALL NOTES PP1PE LINE UNDER CULVERT *2a° MIN FOR cROSSINc OF SANITARY SEWER CHECKED BY;
~ W W ~ WATER ENCASEMENT THICKNESS NCDOT THICKNESS RAILWAY ILL BE AN ACCEPTABLE ALTERNATIVE ITH APPROVAL OF SIZE BIZE CRDSSINO CROSSINp 1. "A" ° 8° FOR PIPES 14" AND UNDER THE TOWN. NDTESa „ „ , „ A x THK u THK 1D TONS CLASS B WBJ
~ 3. TO ENSURE POSITIVE DRAINAGE, THE VAULT SHOULD BOX A 12 FOR PIPES 16 AND OVER ~ 8E TIED INTO THE EXISTING STORM DRAINAGE SYSTEM METAL PIPE SUPPORTS SHALL 4 NONE STEEL PLATE 'EEL PLATE RiP RAP REQ'6 7' MIN. FROM WINGWALL
WHEN POSSIBLE. BHEUCAARIER PIPEDWITHIN 6 i2' @.188° @.188' 2. ENTIRE PIPE SUPPORT ASSEMBLY TO BE ~ MOUSE HOLES t2? BITUMINOUS COATED AFTER FABRICATION. AS NOTED OCK CHECK DAM CULVERT PROJECT NO.: RADE coNC. ENCASEMENT ~ 305p np-1
~ 4" x 4" OPENING DIMENSIONS tiNCHES7 THE CASING PIPE. 8 i6° @.Z5@° @.281' W/ 4" x 4" KNOCKOUT s , SEE DETAIL 4 THIS SHEET 1@ Z@° @.Z5@' @.312' N ABOVE QPENING A ° 18 CARRIER PIPE NEw PIPE LINE SEE DETAL CARRIER PIPE ~ DATE.
2 Z5@' @,344'
sTA E Roao_ JULY 2011 CULVERT NEW PIPE LINE
l1"- 3' TYP. ~5, UNLESS OTHERWISE SCALE:
~ ~ ~ ~ END ELEVATION ~ CONDITIQN 3 a.b'MIN. PROFILE NOTED ON PLANS AS SHOWN
~ I NGT To SCALE PIPE LINE AROUND END OF Ct1LVERT
~ ~ ~
J ~ ~ d A .B A
O REVISIONS REVISIONS I SHEET 1 %J OF 14
c r0 REVISIONS II I1 DATE DESCRIPTION DATE DESCRIPTION d 0 DATE DESCRIPTION r
OO COI ~ ! _ DETAIL LINE STEEL, DATE PE EIS CRIPTION INSTALLATION PIPE
~ ( AS E ~ ~ ! i OO 9 INSTALLATIO AND VAULT 10 BORE CROSSING 11 00 QLn 4 :MEAT 12 LINE CULVERT
O ~ ~ STD. NO NASH COUNTY NOT TO SCALE STD. NO NASH COUNTY NOT TO SCALE ti a) ~ NASH COUNTY 13 NOT TO SCALE 13 13 SCALE STD. N NACH COUNTY NOT TO SCALE STD. NO 13
STANDARDS 1.09 STANDARDS 1.11 STANDARDS 1.12 STANDARDS 133

SILT FABRIC
STONE FILTER OF 1" GRAVEL PLACED WIRE MESH ~ °~z„ ~ AGAINST FENCE WHERE REQUIRED
„ C D D 12 G B 12 M1N. MiN
~/7"x} ~/a" BRASS _ - I - - i = MV END ONLY N 8'-O" MAX, $'-0" MAX,
4" ~+-4~ / I I 1
CONTRACTOR TO PROVIDE A MINIMUM OF O
10' HDPE AT 0f. GRADE FOR PROPER ALIGNMENT uNOfSTURBED ~ ~ A SOIL A A TO CONNECT TO DIP
}'f:,~ ~ fz~~ ~11:° _ o ~
MV (MAIN VALVE) Bp (BLOW OFF) ° ~ ~ o~a~ OW OFF) r'7 ~8~80~
END OF POST END`OF PO5T SECONDARY SECONDARY PRIVATE ?F POST o0 o Qo 000
RESTRAINED JOINTS PAVED ROADS UNPAVED ROADS PAVED DRIVE TOP VIEW R
BY RJDI A A W 9n
E _ _ - - _ _ _ - - NQTES; APPROVED SILT 14 GAUGE WIRE ~ - ' w o d ANCHOR
A. AREA TO BE TAMPED. ' ' ~ FILTERING FABRIC BACKING {6" x 6" N ~ = DITCH
1D B. 6" OF CRUSHED STONE, ~ 4 " TUMINOUS CON R RF G 2 BI G ETE SU AGE COURSE TYPE MAX. OPENING)
S9.SA ~ is a D. 6" CRUSHED STDNE. I a REBAR No.4 AR Na.4 ' STEEL POSTS
cc A 16 RJDI 16 RJDI ~ tit Py E. NEW CONCRETE THICKER THAN EXISTING CONCRETE, BUT NO CASE LESS THAN 6 INCHES ~
THICK. ~ CROSS SECTION A-A
~ IN PAVED AREAS, REMOVE AND REPLACE N ' FRONT SECTION :t°.J
PAVEMENT A MINIMUM. pF 12 INCHES BEYOND TRENCH EXCAVATION. PRIVATE
RJDI 3 FU JOIN IN SEE SPECIFfCATI0N5 FOR GRAVEL DRIVES CONCRETE DRIVE LL TS (M FOR SECONDARY ROAD GROSSINOS,PROVIDE NOTES
CONTRACTOR TO FUSE INSTALLED HORIZONTALLY SCREENINGS (PER NGDOT REQUIREMENTS} FOR 4„ A. POSTS SET AT DEPTHS OF 3° FOR EARTH BACKFILL. ANCHOR DITCH
ON MJ ADAPTER DR - 9 tO!. GRADE) BACKFILL fROM THE TRENCH BOTTOM TO NOTES n ~ n 1. MARKER POST IS MADE OF SOOO PSI CON MIN. THICKNESS 2, ALL DIMENSIONS ARE NOMINAL, )E DF s~oD Psl caNCRETE. IS 9"x 9" AND F1LL IS TO BE COMPACTED,
NOMINAL, SIDE VIEW B, PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT
NO DEFLECTION IN AS A VELOCITY BREAK AND SILT TRAP.
THESE JOINTS, JOINTS TO BE RESTRAINED
C. CONTRACTOR MAY USE ALTERNATE MATERIAL
T REVISIONS REVISIONS OR METHOD UPON APPROVAL FROM ENGINEER
DATE DESCRIPTION ! ~ ~ REVISIONS~_ DATE DESCRIPTION
~ y ~ ~ _ DATE DESCRIPTION N3Df16 FUS~Ifi 9F PD9PTER
~ ~ ~„p ,f~ _ ~ . ~ .r..: ~ emu 8 49 9 Ni tl IT ~ 4 AIL T
' sTD. Na, _ _ 14 NOT TO SCALE ~ NOT TO SCALE sTD. N NASH COUNTY HASH COUNTY 14 NASH COUNTY 14 NOT TO SCALE SCALE sT>~. N
STANDARDS 1,14 STANDARDS 1.16 14 NOT TO SCALE
STANDARDS ]~7Z ,
41J
# I ~
EXISTING SLOPE 1 RIP RAP 1 0 NOTESy CONCRETE SHALL BE 3000 PSI.
- „ ~ Cho ~ o - ~ \ o ANY PIPE RUN REQUIRING A GREEK GROSSING SHALL -
TOP E[_EV. OF STORMWATER o ~ ~ ~ X0()0 ~ / ~ 0 0 ~ ~ ~o HE CONSTRUCTED OP A CONSISTENT MATERIAL, d TRANSITIONS AND FERNCO COUPLINGS 5HALL NOT BE ~
%i~i i iii i ~ 5 WASHED STONE ~ ~ d i~/~.,/i~.~l~~/ f/ f f 1 Q ~7 G~ PERMITTED. J
LENGTH OF ENCASEMENT SHALL BE AS STATED ON U THE DRAWINGS.
f~i~,,~l rr~~ ~ ~ ~ c~~ FILTER FABRIC T© °C~o ° ti~,~~~t~~%~~~. ~ o~ ~ U
a; A~~~\ j~~f~i\f~~/ ~~/;~~/j~//jy'/j~f/~~>f~i2/fh~~~~/%~% %~~l/~; ~ ~ o ~ _ BE KEYED INTO `~O Cp L THE DISTANCE SUCH JCE SUCH THAT POINTS =
oC~~c>~ ° VARIES TOP OF SLOPE o A AND B ARE OF EG ~RE OF EQUAL ELEVATION ~AR'ES ~
~c~t~o oQ° 0 0 ~ L'C (~f3
Oo Q o as ~ ° ~ ~ ~ ~ Qd 16 OF CLASS ~ c~ ~ ~ ~ ~ F-
~ - SIDE VIEW a II II - ~ C~o~ o`'~. oO~c~ 1 RIP-RAP - A m ~ m ~
° Q ~ =1111- - O o°~a ' - L B w w PIPE DIA ~ a ~ ~ L o ~
N T SMO TH FOUNDATION o ~ _ ~ ' ~ _ - O ES o ~ I - - - a o ~ f~`'~ UNDER FILTE ~0 0
HEIGHT AND WIDTH DETERMINED BY R FABRIC o 0 0 0 !III- - - ° - EXISTING TOPOGRAPHY AND D - i
SEDIMENT STORAGE REQUIRED. ~ 1 6 III _ I~~ _IIII ~ _ I= I ,
~~U o KEY RIP RAP INTO THE DAM oa MIN.
FOR STABILIZATION, o°a~~~ r~ IIII~~~~- ~ a 3",MIN, o' ~ ~ ~ ~ ~ D D ' p { • ~ D j 0 ~ " "
EXISTING SLOPE ~ Q~o ~ ° Q ~ ~o~
~ O ° °Cj ° {SEE PLAfd5 FOR PG'E DIAMETERS 'KC ~ <C
~~~~`i~'~ VARIES r~ t~~ ~C~° ~ ~i~~ , , fl~ ~ o as \~t , , ~ Cl - ~ J
.r fi ~ o i , ~ ~ ii ii tv ~1r ~2 ~i~r~ ~ ~ f l~ f > a a., ~ I.I.I p y i 0 D 6.1.J .a a h .o
/ r / / / ~ \ i A~
y\, ~ \ / V ,Y\A / / 5~-- ; . / ~ ~f~ 12" CONCRETE ENCASEMENT CONCRETE I ~ U3 ALL AROUND PIPE ENCASEMENT ~ ~
~,~'~j`--KEYED RIP RAP ~ ~ ~ \ \ ~ \ \ ~ `cif%, . ~ //i~ f/i~ //r Q ~
~ f~~r~, . NOTES APPLICABLE TO WATER LINES ~ ~
> % #5 WASHED STONE i
~,fir.~fii,'/,.r H W z
~ ~ o
FRONT VIEW U
_ I
® ESC E e
5 ~ ~ 6 7 ~
~ I
14 NOT TO SCALE NOT TO 14 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
C
o _ PUMP SHOO ~ INTAKE HOSE EBAA M) LD DISCHARGE ~ EBAA MEGALUG SERIES
U ONTO STABLE VELOCITY DEWATERING PUMP 2000PV 2000PV {TYP,)
~ DISSIPATER MADE OF RIP RAP L
ME ~ LONGER TEE BOLTS DU MECHANICAL JOINT DUCTILE IRON FITTING `
~ ~ OR ALL-THREADED
ROD WITH NUTS ~ FLOW FLOW
a~ INTAKE HOSE 'v '
~ SEDIMENT DIKE CLEAN WATER DIKE DUCTILE IRON
MJ BELL DESIGNED BY. _
SUNK-HOLE OR POOL - - - - - - - - - - v _ (12~~ TO 1s° DEEP, 2~ D6A.> HEAT FUSION JOINT JC(EBM
m DRANlN BY. I
~ WORK AREA ~ DIRECT 6URY ~ ~ ~t - - , LENGTH NOT TO EXCEED / EBM
~i~ _ D.I.P. OR PVC g THAT WHICH CAN BE r ~ ~
COMPLETE IN ONE DAY _ ~ ~ - - - - - - - - - - % ~ ~ ~'~-~p~C ~ CHECKED BY: ~ W$J
~ ~ NOTES PROJECT NO.:
' ~ 1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AN W 0 D DO NSTREAM ENDS OF THE WORK Uf AREA AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD HDPE TO MJ ADAPTER I 3050 -D-1
~ DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS. HDPE PIPE W DATE:
~ ~ ~ 2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A 12 ~z~ JULY 2011
~ ~ DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED DEVICE. THE MEASURE SHALL BE Q SCALE. L
~ ~ LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM ~ SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SILT BAG AND STREAM. T AS NOTED
3, AT THE END OF EACH WORK DAY THE DISTURBED CHANNEL SHALL BE MAT ED ~ L 9 T . a " ~ NOT ~ USE ON ALL CONNECTIONS OF HDPE TO DIP A
4. CONTRACTOR SHALL BACKFI R ~ AD PIER LL T ENGH AT THE END DF EACH DAY AND RESTORE AREa TO SHALL MEET PRESSURE REQUIREMENTS OF THE PIPE AS ~z
k INDICATED IN THE SPECIFICATION. SHEET 14 OF 14
,a
70N D-TAL - D1 CONNEC n ~a IL - DIRECT BURY P
~ 9 EMPORARY PUMP AROUND 1
ANICAL JOINT ADAPTER 0 FUS~BLE 0 V 11 C HDD H
a,~ 14 NOT TO SCALE NOT TO SCALE 14 NOT TO SCALE a)0~