20011240 Ver 1_Site Plan_20010814

o°
RESIDENTIAL q
NOTES ~w~n,~ o
I OUTSIDE STORAGE AREAS MAST BE SCREErED ~w `~.ICV~~D I P
FROM VIEW FROM ROW E ADJ . PROPERTIES .
ADDITIONALLY ~ RIPPERS WLL BE REOUIR~ N ~ ~V~~~
ACCARDANCE W/ T1~E GTT'S LArDSCAPE
ORDINANCE W/ Tl-~ AOdT10Nlu. STpIA.ATION ~o~~~~ ~ LL 1
TLIAT ALL LOADING AREAS BE SCQ~TED Fi20M I- - - _ -N~SN1~~~i0=-w_._u- ROW E ADJ . PROPERTES BY A 7 5 t OPACXE 1
SCREB~ TO A HT . OF 8' - O' . : I -20_ _ _ _ - - - • ~
-N~~N ~ S85 43' S5'E
2 . A PLANT LIST WILL BE $IBvYTTED TO T1~ I - - l ~arrr~ o~craz Foa ~aova~ ourwr~ I i
SPEGFIC PLANT MATB~IALS TO ~ USED ~ I
' ~ \ Tl-ROUGI-IOIIT TI-E DEV~OPAABdT FOR STREET O ~ \ TREES. SI-IADE TREES. 1~DGE MATERL4L5. - ` ` ACCENT PLANTS. ETC. ~ ~ ~ I ~
I ~ ~ 0 1
~ I i I t
3 . FLOOR AREA RATIOS FOR Tl-E DEVELOPMENT r i I 1
\ WILL BE N ACCORDANCE WITH TLE FOLLOWNG~ I i i 1
i
LOTS LOT, . 85 FOR IPOI~TRIAL . ~ i ~ ~ ~ ~ ~ ~
-FW -BllO Olff OF Tl-E F'RO.ECT IS • I ~X ~ FAGLITY FpR
CONDIT101VS . ~ MEMOI~Ex O SED i h ~ I 1 ~
1~16Wrc1lH2 IT THAT T1-E t~DUSTRIAL I ~ A ~ FACIUT~ i ~ ~ -
\ L~'K'I / N 4 YEARS APD I I 1 : i ~ ~ f ~ ~ I ~ ~o ~ I _
~ ~ j LOT 9 ~ a - ga
MADE MD UTLITY 5 ~ ~v 5 N ~D ~ • ~ I ~ 2. S2 ACJZES~ ~I~ ~1 ; _p
CCORDANCE W/ T1-ESE TO ~
\ ICE PARTICIJ..AR LOTS U ENT . L i
v~~rs w~ ~ Fc~o° \ ~ ~ LOT 4 ~ i ~~~~~lIILI 11 ~ ~ ~ • 1
PEQCENTAGES ~ W' P`A"' ~ _ S
u~r. s~-~~ ~ ~ut~n -ro ao~ ~ - -NNDUSIRlf~ ~ a > rl I I • 1
~ I PxLYs ~2't~GVo uuE~
INDUSTRIAL USES 6 2 . I ~ ~ ~ I~ Nea 33. Zoy,~ - - - - - - _ _ _ _ h, ~ ~ "fl'P C~ Fly. LDT C5D' l
RETAIL USES 2 9 . 7 8 _
i 132,pp, ------_J t P~~T ~
ROADS . ETC . 8 . 2 ~ - - - 189: 25'
• I -
- _ a _ ~ ~ ~
` rnus~ i cuo ~ I ~ ~ ~f - - - - _
LET SIZES \ u~vQV~o N; 1 LOT 3 ~ I LOT 5
3.Z6 ACRES LOT I (2 9. 7 S) 1 6. 6 8 ~ INDUSTRIAL ~ I INDUSTRIAL es , r - ~ : N p+ ~ ~ ~
LOT 2 3. 2 8 ~ I I i
LOT 3 3. 2 6 ~ ~ ~ I
LOT 4 15.03 ~ *o9-c~ _ _ _ - ~ _ seta--~ _
LOT 5 2 . 4 9 ~g -Yp~d ~ r - ~20'1~ -~T~~o9~ ~ LOT 6 I , 93 ; I , . ~ 1 ' I.OT 7 I, 9 2 I ~ ~ a I
~ ~ ; I LOT 8 i u~noEV~o~~ q ~ ~ ~
LOT 8 3. 6 4 ~ ~ I ~ I I LO I I 3.64 ACJ2E5
I I LO i nos d II~USTRIAL d m~ a m
LOT 9 2.52 ~ ~ ~ ~ ~ ~ i.q NEW HOPE RD . 16 a LOT 2 ~ ~ ~I I ROADS 4. 3 5 ~ s. z e names ~ j
INDUSTRIAL ~ ~ ~ ~ i b ~ ~
I q, I I SOT 6 ? ~ I a ~
¦ ~~~~~A`~- ~ ~ T . 30 Ag2E5 ~ ~ ~
ENTIRE TRACT 5 5. 2 6 AC . ~ I I ~ , ~
ACREAGE IN 3 . 7 8 AC . I I ~ If~USTRIAL ~i '
' I ~
GREENWAY N 5t' 25'E L-------------~ L~~~--~in f f, \ oI, ~ r_---- ~ ~
~~i~ \ ` ' tt
i~,?r ~ .
I•
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~ Z ~ LOT IA ~ 4 N'~`
rN 84 ~ e. 05~ ~ . Z
1 L~ ~ I ~ I I ie~as acaES crxxuoes aJraauc~s~ ~5~ ~ o
p I'• 100' I ~ - - - - _ ~ I RETAIL
L -J'
1 ' U
- , EXISTING PARCELS SHALL BE ~ I 1 ~ , - - ~ ~ ~
COMBINED INTO ONE SINGLE . I ~ ~ ~ j ~ r - - - ~
~r -
PARCEL PRIOR TO RECORDING a~ ~ LOT ie I ~ ~ ~ _I~ I O ~~~g~ Z
OF PROPOSED LOTS. ~ I IPDIJSTRIAL I ~ ~ CIS O
~ ~ ' ~ I I N ~.O~A~A~U•.4L
g \ ~ I LOT IC ~ I LOT ID ~ .a DEVELOPMENT PROJECT n~ ~ ~ U
I III I ~ ~ I I j :O w
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N~USE PARALLEL FO 1"~IAY 2 ~G E RIVER
FORCE MAIN
Y 2001
BOARD OF COMMISSIONERS s G - TABLE OF CONTENTS°

FRONT STREET
James H. Langdon, Jr., Chairman s o FRo C-1 - Cover
Cookie Pope NC 210
Thomas M. Moore \ PR~~JECT 1 C-2 - Projecf Notes/Legend
Allen Mimms, Jr. S~rE c,
NEUSE RIVER C-3 - 1~'" Front Street Force Main P/an & Profile
' '<x. 0+00 to Sta. 13172
Wade M. Stewart
C-4 - 2~" Neuse River Parallel Force Mai,7 Plan & Profile
Fred Smifh ROSE 0 D DRIVE SMITHFIELD S9a. 10-~-00 fo Sta. 24+50
W. Ray WoodaN ~ C-5 - 24" Neuse River Parallel Force Main Plan & Pror~le
Stcr. 24+50 to Sta. 40150
C-6 - 24" Neuse River Parallel Force Main Plan & Profile
Sty. 40150 fo Sta. 54+76
C-7 - Force Main Details
C-8 - Erosion Control Details
Vicinity FINAL DDS/GN Owner -Johns unity Map
Johnston County
~r, County Manager
NOT RELEASED FOR CONSTRUCTION Rick J. Hester, Co

I~ioi
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F://PROJECT/NEUSERIVERPARALLEL/CDVER.DWG
_

1. ALL UNDERGROUND UT1U11ES ARE APPROXIMATE LOCATION. IT IS POSSIBLE THAT ALL EXISTING
UTILITIES HAVE NOT BEEN SHOWN ON THE DRAWINGS. CONTRACTOR TO VERIFY SIZE
DEPTH, LOCATION AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START OF
~E~Ef~D CONSTRUC110N. CONTRACTOR SHALL CONTACT N.C. ONE CALL AND JOHNSTON COUNTY
JOHNSTON COUNTY PUBLIC U11LI11ES (989-5075) MIN. 48 HOURS PRIOR TO THE
START OF CONSTRUCTION (1-800-632-4949).
2. CONTRACTOR SHALL COMPLY WITH APPROVED N.C.D.O.T. AND RAILROAD ENCROACHMENT AGREEMENTS
EXISTING PROPOSED WHILE WORKING WITHIN THE N.C.D.O.T. AND RAIUiOAD RIGHT-OF-WAYS. CONSTRUCTION AND MATERIAL
SPECIFlCAl10NS SHALL CONFORM TO N.C.D.O.T. STANDARDS.
WELL 3. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF ~
CONSTRUCTION.
~v WATER METER 0 4. ACCESS TO EACH RESID~ICE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES.
WATER VALVE g
5. ALL DISTURBED AREAS SHALL BE RESEEDED WITH LIKE GRASSES AND TACK COAT ADDED.
O FIRE HYDRANT 6. TRAFFlC FLOW SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
SANITARY MANHOLE ~s~ 7. CONTRACTOR SHALL RESET ALL DISTURBED MAILBOXES, SIGNS, ETC.
8. CONTRACTOR SHALL RESTORE ALL GRAVEL, CONCRETE AND PAVED DRIVEWAYS, ROADWAYS,
ono SEWER CLEANOUT o~? AND DRIVEWAY PIPES WITH SAME MATERIAL(S) TO ORIgNAL CONDITION.
9. CONTRACTOR SHALL COORDINATE WITH JOHNSTON COUNTY FOR ANY DISRUP110NS OF THE
NORMAL OPERATION OF WATER AND SEWER SERVICE. (919 989-5075)
ROCK CHECK DAM
10. CONTRACTOR TO MINIMIZE PLACEMENT OF EXCAVATION MATERIAL ON ROAD DURING CONSTRUCTION.
CONTRACTOR TO COVER ASPHALT WITH SANG PRIOR TO PLACEMENT OF EXCAVATED MATERIAL ON
LIGHT POSE PAVEMENT. ALL STREETS SHALL BE CLEANED DAILY.
11. ALL DISTURBED DITCH LINES SHALL BE RESHAPED, RESEEDED, MULCHED AND TACK COAT APPLIED.
f~l UTILITY POLE ~
12. CONTRACTOR SHALL INSTALL (10U') STRAW WITH NET TEMPORARY LINER BEYOND OUTLETS
GUY WIRE OF ALL DRIVEWAY PIPES WHERE DITCH IS DENUDED.
CURB & GUTTER 13. MAXIMUM TRENCH WIDTHS FOR PIPE LAYING SHALL BE 5 FEET AT TOP OF TRENCH IN ALL PAVED
AREAS. CONTRACTOR SHALL FOLLOW ALL OSHA GUIDELINES.
14. CONTRACTOR SHALL NOTIFY APPROPRIATE PERSON AND AGENCIES TWO WEEKS PRIOR TO THE
x- x x CHAIN LINK FENCE -X- X X- BEgNNING OF CONSTRUCTION.
JOHNSTON COUNTY PUBUC UTILITIES - HAYWOOD PHTHISIC (919 989-5075)
-fir kr- WATER MAIN -1~/- W N.C. DEPARTMENT OF TRANSPORTATION - BIAKE GLOVER (919 934-6176)
TOWN OF SMITHFlELD -ROBERT TRIPP (919 934-1377)
-SSSS- SANITARY SEWER - SS- -SS-
15. CONTRACTOR SHALL PLACE ALL SPOIL MATERIAL ON THE UPHILL SIDE AWAY FROM ALL ROAD
ST~RM SEWER SIDE DITCHES, CREEKS AND WATER COURSES DURING CONSTRUCTION.
16. CONTRACTOR SHALL INSTALL FORCE MAIN AT APPROPRIATE DEPTH MINIMUi~1 AT
EACH AIR RELEASE VALVE MANHOLE TO FAgUTATE INSTALLATION OF VALVE. ALL AIR
R/W RIGHT ?F WAY R/W RELEASE VALVE MANHOLE RIMS SHALL ~ FLUSH WITH PROPOSED FlNAL GRADE.
TREE LINE ~vv'vwv~ 17. INSTALL SILT FENCE PERPENDICULAR Tn WATER de FORCE MAINS AT LARGE CULVERTS (+30') UNTIL
RIP-RAP IS INSTALLED OR GRASS STABNJZED.
n WATER LINE PLUG n
18. ALL FlTTINGS SHALL 8E COMPLETE WITH CONCRETE BLOCKING AS SHOWN OIL DETAIL SHEET.
~ THRUST BLOCKING • 19. RELATION TO WATER MAINS AND STORM SEWERS:
N GATE VALVE N A. HORIZONTAL AND VERTICAL SEPARAl10N
Vl CHECK VALVE VI
a. SEWERS SHALL BE LAS AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROP06ED WATER MAN. THE DISTANCE SHALL BE I~ASURED EDGE TO EDGE.
-~--N--6'-~~ SILT FENCE ~r--r,-;;-„-
b. IF IT IS IMPOSSIBLE TO OBTAN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
TREE PROTECTION FENCING x~O~kX~ DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH THE WATER
MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS PIPE.
UNDERGROUND CABLE -UDC UGC
c. A 12 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETYYEEN STORM SEWER AND
SANITARY SEWER LINES OF FERROUS PIPE SHALL BE USED.
-SHE OH E- ?VERHEAD ELECTRIC -OHE ?HE B. CROSSINGS
-UGE UGE- UNDERGROUND ELECTRIC -UGE UGE
a. SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM
---UGT UNDERGROUND TELEPHONE LINE UGi VERTICAL gSTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER
MAIN AND THE OUTSIDE OF THE SEWER. THE CROSSING SHALL BE ARRANGED
-G G- GAS LINE -GAS GAS- SO THAT SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
b. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL
SEPERATION, THE SEWER SHALL BE CONSTRUCTED OF FERROUS PIPE.
20. HORIZONTAL CONTROL/LAYOUT SHALL BE RESPONSIBILITY OF CONTRACTOR.
21. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, M~IUMENTS AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY
CONTRACTOR SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE.
22. CONTRACTOR SHALL CLEAR dt GRADE AS NECESSARY FOR FORCE MAIN INSTALLATION. CONTRACTOR SHALL NOT DISTURB
THE 50FT RIPARIAN BUFFER.
W I 23. WHEN ORK NG ADJACENT TO EXISTING STRUCTURES, POLES, UTILITIES, MONITORING WELLS, ETC. CONTRACTOR SHALL USE
WHATEVER METHODS ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAt~. REPLACEMENT OF DAMAGED STRUCTURES SHALL
BE AT CONTRACTORS EXPENSE.
24. IF CONSTRUCTION SCHEDULE DOES NOT ALLOW PERMANENT SEEDING ON THE DATES SHOWN IN SPECIFlCATIONS,
CONTRACTOR SHALL INSTALL TEMPORARY SEEDING WITHIN 14 DAYS. WHEN PERMANENT SEEDING DATES CAN BE
ACCOMADATED THE CONTRACTOR SHALL RESEED WITH PERMANENT SEEDING MIXTURES.
25. 100 YEAR FLOOD ELEV. = 125 FT. AS PER FEMA FlRM PANEL 3701C0238D.
REVISION INFORMATION DRAWING INFORMATION
Num Description Date Init Init Date NEUSE RIVER JOHNSTON COUNTY PAGE
Drawn B NJJ 04/01 PROJECT NOTES PARALLEL Department of Public Utilities C=2
Checked B ALB 04/01
A roved B TGB 04/01 FORCE MAIN P.O. Box 2263
Smithfield, NC 27577 of 8
SCALE: NOT TO SCALE
F.j/PROJECT/WE5TJOHN/UWGS/SHEETINDEX

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W
W, vy 0'.
r
W': ~ DROP INLET
! PROTECTION
m 16" 45' BEND w ; ~ ; " 16" 45' BEND _ ; s ~
~ W/BLOCKING _ W/BLOCKING
DROP INLET M ' . i ROP INLET - - _ , r -e ~ PROTECTION t ~
16' 45' BEND , ~ ~ ~ PROTECTION , _ _ W/BLOCKING W" ' t ~ - _ _ t .
. ~ 1_ aoo . _ ~+oo _ . ~ eioo FRO T STREET ET I ~ , ~ _ _ _
_ . . T _ _ _ - _ RONT S _ _ ~ ~ NEW 16"DIP FORCE MAIN ~ ~ < ...a ,TRE . _ , ,
E~ , , y _ - ~
~ rit ~ ~ I . _
~ _ ; SEE INSET FOR CONNECTIONS ' , ' ~ ~ _ „ ~ j~,~ ~ ~ . _
_ ~ , _ _ ~ ~ , _ ~ ~ t. , ~ . - . _ ~ _ ~ r i 16" 22 1 /2' BEND ~ ~ , W BLOCKING ~ ' ~ ~ _
/ ,
W E ~ ~ ~ . , y - -
16 45' BEND r _ w/BLOCKING I-
< ~ _ (n ~
COMBINATI Ij COMBINATION AIR RELEASE AND ~ ' ' ` ' .
VACUUM V VACUUM VALVE W/MANHOLE ~ 1 5x40 I- i. TEMPORARY
E 16" x 6" TEE T FENC W ~ ~ EASEMENT FOR 8 BORE & JACK 100 LF OF 30" STL. ENCASEMENT Y ORE PIT I',,V ~
S1L 12" M.J. PLUG NEW 16" D.I „ 'p' F/M MIN. 0.25" THICK W 108 LF 16 DIP ~ , ( ) / i ` ~ 16 90 BEND
' - 12 GATE VALVE <<~ 16 CARRIER PIPE ~ ~ W/BLOCKING
car 10" x 16" INCREASER E VALVE
EX1ST. ~ i , i~l~ ~ I
EXIST, 10" C.I. F/M rOF SSMH _ . ~ ; 125.40' 16" 90' BEND
W/BLOCKING
'''0p a ~y , ;w w. CUT IN 12"x16" TEE
, ~-.~EXISr, " i6 x 12 TEE 24 RCp SS . ~ „ ' - W/1 EACH 16" & 12" GATE VALVES F`
16"
EXIST, 6" D.I.P. M alE VALVE F/ 16" x 16" . , •:1 , ~
rEE 6" 45. sE ~ \ _ ,
6" GATE VALVE NDS 2 EA
SILT F ' ~ ENCE
NOT TO SCALE • ~ TO P OF
eq ~ ~ NK
n,~.
i
COMBINATI AIR RELEASE D
VACUUM Y W/MANHOLE 140
140
~ ~ r ~ MARKET STREET
~ ~
y
pR ~ 16.. ::i? E:. i
TINS EXIS 16" 45' BEND 6" MIN. ' "
w/I W BLOCKING SEPARATION /
r
r 130
..r. ~ 130 -r 16' 22 1 2' BEND
_ a W LOCKING
1 "MIN.
SE ARC i SE ARATION
R~ 10'p ATE VALVE " 1P FO CE ~ BORE & ACK 100 LF 0 30" STL. ENC SEMENT FpR
10 x 6" INCREASER 12 MIN, 12" MIN, 16 0 „ p1P (MIN. 0. "THICK) W/10 LF 16" DIP 16 CARRIER PIPE
SEPARATI SEPARATION a~W a~~
120
X120
3.5' MIN. ~
16" 45' EN( 16" 45' END COVER
16" 45' BEND W/BLOC ING CONNE T TO EXISTING W/ LOCKING W/BLOC ING ~
10" F RCE MAIN w/1 "x10" TEE
16" 90' B
~ r. W/BIOCKI G MIN. 12"
SEPARATION
i
I
110 16 90' BEND 1 10 W/BLO KING CON CT TO EXISTIN
12 FORCE MAIN W/1 "x16° TEE AND
1 EA. 16 & 12' GATE VA VE
I
9+00 10+00 11+00 12+00 13+00
7+00 8+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 8+00
REVISION INFORMATION DRAWING INFORMATION
Num Description Date Init Init Date FRONT STREET NEUSE RIVER JOHNSTON COUNTY PAGE
Drawn B N J J 4/01 12" FORCE MAIN PARALLEL Department of Public Utilities C_3
Checked B ALB 0 4/ 01 pk;/w STA. 0+00 TO 13+72
FORCE MAIN P.O. Box 2263
Approved B TGB 04/01 Smithfield, NC 27577 of 8
SCALE: Hor.150' Vert.1"=5'
F://PROJECT/NEUSERNf.RPARALIEl/JCSFMIIA.DWG

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.i QED PSE 100\ _ S~0 PR\a i' 2 9 ,gyp ~,y E 2 g\, OQO 0\,E - 11 X11 QR p - 1 1 ~ ~
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AND REALTY COMPANY - ' - ~ - - ------y''Vt`(Y ~
,~0,- - _ _ _ - - -
ap 6E 0
• 2 0
0~ ~ , ~ti SILT FENCE i' ~ r I ~2 ~ JPL P5~ Y F'
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2 INSERT OF CONNECTIONS
130
120 INSTALL CLAS I RIP RAP INS ALL TEMPORAR 120 NET LINER W/SEED
INSTALL C ASS I RIP RAP WITH FILTER F BRIC INS LL TEMPORAR MIN. 18 THIC ENTIRE EXISTI G PROFILE AN MULCH
WITH FIIT FABRIC NET LINER W/SEED WIDTH DENUD AREA r-° ~ MIN. 18" ICK ENURE AND MULCH \ \ .
WIDTH DE UDED AREA ~ _
~ ~ \ r .
C NECT TO EXIS G 12" FORCE AIN
12" x 12" TEE 12 GATE" VALVE
110 3.5' MIN. 110
COVER
NEW 24' DIP FORCE MAI
24" 11 1/4' BEND W/BLOCKIN
DATUA! ELEV 105.00 24" 45' BEND
W/BLOCKING 24" 1/2' BEND 24 ii 1 4' BEND 24" 11 /4' BEND
~ ~ W BL KING / ~ / W BLOCKING W/BLO KING
M
100 100
10 00
so 90
8+00 19+00 20+00 21+00 22+00 23+00 24+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
REVISION INFORMATION DRAWING INFORMATION
NEUSE RIVER JOHNSTON COUNTY PAGE
Num Description Date Init Init Date NEUSE PARALLEL
Drawn Fy: NJJ 04/01 ~ 24" FORCE MAIN PARALLEL Department of Public Utilities C_ ~1
Checked B ALB 04/01 yvw",XSTA. 10+00 TO 24+00
P.O. Box 2263 ~f
A roved B TGB 04/01 FORCE MAIN
Smithfield, NC 27577 of 8
SCALE: Hor.1"=50' Vert.15'
F://PRQIECT/NEUSERNERPARALIEL/JCSFMIIA.DWG

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~ < , ` - W/BLOCKING . , _ o ~ '
~ RIPARIAN g UFFER ~ ~ ~ : , , , ~ .
__+~.11~ ._r.
o° a _ ~
20' PERMAN ~ - - ~
f.l;- Jam. ~'rn'~%ti-~'' ----r - _ U ILI ENT ~ EASEMENT
COMBINATION ~
~i Y Y _ - NEw 24 ~`'vY,'v-,rV-,, - DIP FORC - RELEASE AIR ANO VACUUM ~ . VALVE ° , _ ~ SEAL AG w/MANHOLE ~
00 ~w,.,r _ - ~ MAIN 25k ~vvti-v°---- _ - - -!`^_'~'_4~~n~ HT COVER)
Y~Y~ ~,=Y:,=----_ 35+ - 24" ~2 1/2' BEND`. - _ _ 00 _ _ w/eLOCKINC
N r=~ rvYr _
sn y ~.,~=f'~ PROPOSED tREE LINE, TYP, ' ' Y Y Y - - _ - ~
~ ~ S 0 CLEARING LIMITS
~ ~ CONSTRI CONSTRUCTION EASEM ENT ~ ~ 24" 45' END ~
~k~ 0 W BLOCKI G / ~
no ~ ~
DANIEL L. HEAVNE R ~
D.B. 1567, PG. Z 90 ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~
~ ~ ` \ ~ ~ ~
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~ ~ ~ ~ ~
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~ O ` ~ ~ ~ 0 ~ ~
~ k
t~P ~p ~6 ~P.
5 S~
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i I N AIR RELEASE AND ~ COMB NAT 0
VACUUM VALVE W/MANHOLE I W SEAL 11GHT COVER ~
) i 1120
120
EXISTING PROFILE . ~ ~ ~ i
1
3,5' IN. COV R
(T 110
110 NEW 24" DIP FORCE MAIN 24" 2 1 /2' BEND
W/B CKING 4" 45' BEND
W/BLOCKING
24" 22 1 /2' B ND W/BLOCKING
100
100
i
I
90
90
+ 0 29+00 30+00 31+00 32+00 33+04 36+00 37+00 38+00 39+00 40+00 ~ 33+04 34+00 35+00
25+00 26+00 27+00 28 D
REVISION INFORMATION DRAWING INFORMATION
NEUSE RIVER JOHNSTON COUNTY PAGE
Num Description Date Init Init Date NEUSE PARALLEL
Drawn B NJJ 04/01 24" FORCE MAIN PARALLEL Department of Public Utilities C_5
Checked B ALB 0 4/ 01 ~'Y~"~" $adv STA. 24+00 TO 40+00
FORCE MAIN P.O. Box 2263
TGB 04/01 <?A roved B p,,, . Smithfield, NC 27577 of 8
SCALE: Hor. 1"=50' Vert. 1"=5'
F:/j PROJECT/NEUSERNERPARALLEL/JCSFMI IA.DWG

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-4 O1P - - FpR~ a---___-- - E M 45+pp ~ ~ RELEASE VALVE W/MANHOLE i ~ 24" 45' BEND
_ - AIN - - - I W/BLOCKING I i
- - - - 24" 1 - - 1 1/4' BEND I-- -r- I
- - _ _ W/BLOCKING 24" 90' BEND I I
OqN - lEC - - W BLOCKING I I / I I
o.e - - - • ~ NEA PROPOSED TREE LINE, TYP - - - I ~0+00 - - I
56~ ~N - ~R & 30 CLEARING LIMITS 10' TEMPORARY - ' G. - I I I I
29Q CONSTRUCTION EASEMENT _ I I
SILT FENCE - I - _ I
120 INSTALL C SS I RIP RAP COtrf81 110N AIR RELE SE AND 120 VACU VALVE W OLE EXIST SSMH
WITH FILTE FABRIC (W TIGHT VER TOP 15.82'
IN TALL CLASS I IP RAP MIN. 18" T ?CK ENTIRE WI FILTER FABR C WIDTH DEN DED AREA DENU ED AREA TO B STAB IZED YYITH CLA S I
MI . 18" THICK E TIRE RIP- AP W/FlLTER F BRIC
WI TH DENUDED EA . EXISTING PROFILE ~ MIN. 4" DEPTH - - - - ~ "
` . r 24 4 'BEND
24" 90' BEN W/BL KING
W/BLOCKING
I ~ 1
3.5'M1. NEW 24" DIP FORCE MAIN
110 COVER i 110
i I
NEW 24" DIP FORCE MAI " ~ i; 24 45' BEN -
24" 11 1/4' BEND W BLOCKING ~ I,
„ W/ LOCKING 24 22 1/2 B D ~ ATER LEV L I SERI N W 24" F/M
W BLOCKING I EXI T. 30" PVC
TUB OU AND TABILIZ W/ SPIDERS
IRECT F M DISCHARGE
I DIREC ON OF ~ ~ RAVITY lOW W/ 45'
END IN ANHOLE
100 100
4' MI . COVE
2 5 LF 24" DIP ALL do SOCKET PIPE
24" 45' BEND 2 45' BEND
W/BLOCKING W BLOCKING
90
90
49+00 50+00 51+00 52+00 53+00 54+00
41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
~ TIE 45' BENDS TOGETHER W/4 EACH 3/4" DIAM.
BITUMASTIC COATED BRIDLE RODS -WELD 45'
BENDS TO STL. ENCASEMENT W/MIN, 4 EACH RODS.
REVISION INFORMATION DRAWING INFORMATION
Num Description Date HApproved Init Date _ NEUSE PARALLEL NEUSE RIVER JOHNSTON COUNTY PAGE
Drawn B NJJ 04/01 24" FORCE MAIN PARALLEL Department of Public Utilities C_6
Checked B ALB 04/01 STA. 40+00 TO 54+76
FORCE MAIN P.o. Box 2263 Smithfield, NC 27577 of 8
B TGB 04/01
SCALE: Hor.1"=50' Vert, I"=5'
F;//PRVdECTr NEUS[RIYERPARALLEL/JGSFMI IA.DWG

GRADE HAND PLACED - - ~ Y111~ BfiiL9 AT 100' ON DENSELY cauPAC1Ef1 I I - - C011EB t 1T B~IO9. B6TAfL 1 1/7
-j - _ _ _ _ = -III-' BACKFAI TO 1 FT. - - 10 7 D1QP. ABOVE TOP OF PM~E - -
- eli
-I ~ I-~ ~ - - BEDDED PFE - - - I1
- - THRUSr cauaR
CONCRETE BLOCKING TYPICAL FOR 24', 36' B 46' NEW WATER UNE STORM DRAIN PIPE CROSSINGS
3%~ THREADED RODS SHAPED suBGRADE '~2 p~ °'D' CONCRETE BLOCKING TO PROVOS BEARING
(ST LE ) CONCRETE SHALL BE 3,000 PSI MIN. Ip• ALDNG fHiIRE LENGTH 2a" + 0.D. MAX. OF PIPE BARREL (12` + O.D. MM)
2. CONCRETE FCR THRUST BLOCKING SHALL BE KEPT FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE EXIST. WATER MAIN
SHAPE MORE EASILY FORMED WITH 1HE NIDEST PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL. BEND BEND PIPE SIZE VARIES FORCE MAIN °
3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. PIPE LAY[NG °
4. ALL FITTING AND ACCESSORIES 10 BE WRAPPED ` CONDITION "E'~
WITH 10 MIL POLYETHYLENE PRIOR TO POURING ~ 1 JOINT OF DUCTILE IRON BLOCKING. PIPE CENTERED UNDER USE D.I.P. Fl1lINGS STORM DRMN; BEDDED AND THRUST COLLAR FORCE uuNS SHALL NAVE LONMUM OF 3' COVER.
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN ~ iv BACK FlLLED TO 6' ABOVE ON THE THRUST BLOCCING SCHEDIA.E. ~ PIPE IN WASHED STONE
TAPPING SLEEVE
M
k ~ 1) 7) TAPPING VALVE
X 1 WITH VALVE BOX NOT TO SCALE NEW WATER MAIN
NTS
r- - - I MIN.
I
q -I • ~ I I_ qI a ~ CDNC.THRUSf COLLAR (3000P.5.I.) NOT TO SCALE
I- e A o p 2
~ NOTE: TAPPING SLEEVE SHALL BE DUCTILE IRON Z MECHANICAL ANCHOR C D.I.P.
X JOINT RING MuN INT OR TYPE 316 STAINLESS TAPPED MECHANICAL JO
UNDISTURBED SOIL (TYP.) ~ PLUG STEEL SLEEVE TYPE.
' v'
SECTION
PLAN BENDS PLAN TEES REINFORCING
18" MIN. - 10" 0 & LESS 24" MIN. - 12" 0 & GREATER
MIN. ' NOTE: 6` TO !6" MAINS = !t-NO.7 BARS
45~ FOR USE M PAVED AREAS FOR USE N UNPAVED AREAS l2' CASTING 12 20' TO 36" MAINS = 12-N0, 8 BMS BARS PLACED AS SHOWN
CONC. THRUST
N VALVE BOX I• COVER COLLAR (3000 P.SS J
•I 1 I TYP. FlNISHED GRADE M UUNPAVED AREAS UNDISTURBED SOIL I I ~I ~ I ~ ~ _ I ~ _ -i n- -
-III- I I- _ IN PAVED AREAS ~ 1/2" "MIN. C cr:::::. TRENCH
-III- 2'-0~ 7 1/2' wAll
BASE CIXIRSE MIN. SECTION X-X PLAN & ELEV. CONCRETE ANCHOR D,I~P. 5" RING A MAIN H
P UGS r7 ENCASEMENT , ° . BENDS & TEES L TAMPED cf AT 3000 P.S.I. D
BACKFlLL n v ?iir a TAMPED UVU _J. TRENCH BACKT7LL
PIPE 80' BEND 4S' BEND 22 1 2" BEND 11 1/4~ BEND lEE PLUG VALVE ~ 80X a A 8 A B A B A B C D A 8 ° wAU v
TAMPED ° _ ° CONCRETE ENCASEMENT 4' 8' 12" 8" B' b" 8" 8' 8" B" 9" 10" 16" NOTE TO CONTRACTOR: '~BACKFlLL o ~ AT 3000 P.S.I. VALVE 60X SHOULD NOT I n _ _ r~ - UNDISTURBED
1 , 10" 12" 16" CONTACT MAIN OR VALVE r 6' 10' 12' 8" 10' B" 8' B' 8' 0 SOIL CAST IN CONC. & PLAN PAINTED BLACK
° ° VALVE BOX 8' 15' 13' 10" 10" B" 8' 6' 8' 10" 12" 12' 24" ~ COVER m I
MAIN ::::VALVE v • 10" 16" 14' 10' 12" 8~ 10" 6' 10' 11' 14" 14' 25" ~ ' a 4 - j3
12" 20" 18' 12' 14' B' 12" B' 12' 14' 18' 16' 30" SCHEDULE (1 EA. CORNER)
TAMPED BACKFILL BLOCKING 14' 22' 18" 14" 16" ID' 14" 10" 14" 16" 18' 18' 34"
SECTION PLAN PIPE DIMIEIEit CONCRETE THRUST COILAR ANCHORCOLIAR RINGS REQUIRED SQUARE MARKER YATH BEVELED
16' 26' 20' 16' 1B" 12" 16" 12' 18' 16' 20" 20' 38' NOTES: 1. D.LP. MAY BE USED FOR A B t CORNERS
VALVE BOX EXTENSIONS.
t7 1'-a` 1-0` 3• ONE
t1' 1'-a' 1'-0' 3' TWO ~1r 1'-a• r-r a• TTYO T A I
R K V MA UAL 16` 1'•4' 1'-4' a" TWO
T A I L_ NOT TO SCALE D CK ~0 RUST B TH NAT TD SCALE
NOT TD SCALE
NOT TO SCALE
COrICRETE THRUST BLOCK
AT ALL 45' BENDS
2" ASPHALTIC CONC. CUT TO NEAT OR AS IN PLACE EDGE
BOLT DOWN 24" TRAFFIC RATED RING ~ COVER NCDOT TRAFFIC RATED W/ 1" DRILLED VENT HOLE
(USE STAINLESS STEEL HEXHEAO BOLTS) ro B" COMPACTED (AtUSHER
RUN STABILIZED WITH - - - Sx PORTLAND CEMENT
I _
OFF SET 1' -I -
BACK FLUSH ATTACHMENT W/QUICK COUFLER BURIED I - - SELECTED BACKFlLL PIPE UNE - I TAMPED IN LAYERS
D FlNISHED GRADE ~r DEWATERING CONCRETE BLOCK - 3/4" THREADED R005
FLEXIBLE SEAL (1YP) I BITUMAIIC COATING CONCRETE THRUST BLOCK
f- - - - - - ~ T I - - " AT 90' BEND
- ¦ - - ¦ ' ~ ~ • ¦ - SECONDARY HIGHWAYS & CITY STREET
s 12" MIN ¦ _ _ ~ ~R) ROD REQUIREMENTS M ~f ¦
CRISPIN SEWER AIP RELEASE _ VALVE OR APPROVED EQUAL t . MANHOLE STEPS 16" O.C. - ~ ~ ~ ~ ~ ~ SIZE OF 45° BEND STATIC THRUST IN POUNDS NUMBER OF RODS IRED 0
3" (NOT REO'D li MANHOLE _ 0
5 , LESS THAN 5' DEEP) - ~ 0 6" 4,328 2
.T: BRASS/BRONZE VALVE CONSTRUCTION SPECIFICATIONS W LEVER HANDLE "MAX ~ - 2" PLANT MIX ASPHALT O a. - ~ CONCRETE MIX 7 694 2
,I 1 / 24 ~ 1. LAY ONE BLOCK ON EACH SN)E OF THE STRUCTURE ~9~0 .a°Q 5' DIA. PRECAST MANHOLE ON ITS SIDE IN 1HE BOT10M ROW TO ALLOW POOL - ~ ~~9~GO~~.aoQ o SAW TO NEAT EDGE ~ ~4 LONGITUDINAL
TLATfOP AT LEAST 2 NCI#5 BEA OW THE~CR ST~OFXTHE STORIA e "j~° MAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST TIE BARS EXISTING PAVEMENT 12" 17,312 2
TAPPING SADDLE THE EDGE OF 11iE STORM DRAM FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2;1 SLOPE, GRAVEL flLTER ~ 16" 30,779 4
~~;5'';; IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ° ° ROWS BY PLAgNG 2 X 4 WOOD SNDS 1HRWCH
BLOCK OPENINGS. .1..J ~S.'r1 WDTE SCREEN CONCRETE _ _ _ 1 " 20" 48,091 6 6"HB
'~:j;~.: ~ ~i7 STONE ° 2 CAREFULLY FlT HARDWARE CLOTH OR COMPARABLE TEMPORARY $EDIMEN' `^;y'.; ° MtttE MESH WITH 1/2-MCH OPENINGS OVER All POOL TEMPORARY SEDIMENT - Pool wATER~+G - _ - 24" 69,252 8 DE - II
BLOCK OPENINGS TO HOLD GRAVEL M PLACE _ ~ - - ° 12' MIN SELECTED BACKFlLL - _ _ NOTE: All PAVEMENT SHALL
3. USE gJ:AN GRAVEL, 3/4- TO 1/2-INCH IN 10 Lf DIP CENTERED IN MANHOLE DIAMETER, PUCEO 2 INCHES BELOW THE TOP p MIN. BE REPAIRED WITHIN I' MIN. 18" TAMPED BJ 6" _ THE SAME WEEK IT
OF THE BLOCK ON A 2:1 SLOPE OR MTTER AND 2' MAX 12' MIN SMOOTH li 10 AN EVEN GRADE DOT /57 WASHED 2' MAX. _ 1 LAYERS IS CUT ~I• BURIED PIPE _ GENERAL NOTES
STONE IS RECOMMENDED. ~ 4 111+ LINE 111 1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE CRATED WITH
SECTION ' PRIMARY HIGHWAYS 2 COATS OF BITUMINOUS BASE PAINT.
PLAN SEDIMENT SEDIMENT 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BEND5.
TRANSVERSE AND LONGITUDINAL CUTS
NOT TO SCALE NOT TO SCALE
NOT TO SCAU NOT TO SCALE NOT TO SCALE
NOT TO SCALE
REVISION INFORMATION DRAWING INFORMATION
Num Description Date Init Init Date NEUSE RIVER JOHNSTON COUNTY PAGE
Drawn B NJJ 04/01 ~ 3 - FORCE MAIN DETAILS PARALLEL Department of Public Utilities C-7
Checked B ALB 04/01
FORCE MAIN P.O. Box 2263
A roved B TGB 04/01 Smithfield, NC 27577 of 8
SCALE: NOT TO SCALE 101
F://PROJECT/NEUSERIVERPARALLEL/DWGS/DETAILSC7

~ T
CONSTRUCTION SEQUENCE
1. Obtain grading permit.
2, Instoll gravel construction pad, temporary diversions, silt
fencing, sediment basins ar other meosures as shown on the
approved plan. Clear only as necessary to install these devices
3. Call for onsite inspection by Environmental Inspector and obtain Certification of Compliance.
4. Begin clearing and grubbing, Maintain devices as needed.
Rough grade site.
5. Install storm sewer (if shown) and protect inlets with silt fencing, sediment traps or other approved measures as shown
on the plan. Begin construction.
6. Stabilize site as areas are brought up to finish grade with REFERENCE DETAIL BE DETAIL BELOW
vegetation, paving, ditch linings, etc. 1, EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH
7. When construction is complete and all areos are stabilized LAYER OF STABILIZATION STONE OR ANON-BIODEGRADABLE FILTER completely, call for inspection by Environmental Inspector. FABRIC, PLACEMENT OF RIP-RAP SHALL IMMEDIATELY FOLLOW THE 'll- 4 2
8. If site is opproved, remove temporary diversions, silt PLACEMENT OF THIS LAYER, KEEP VOIDS TO A MINIMUM AND FORM 'I- ~
fencings, sediment basins, etc., and seed out or pave any A DENSE WELL GRADED MASS OF STONE, DO NOT DISLODGE THE 8" 8" T
resulting bare areas. All remaining permanent erosion T hould be UNDERLYING BASE OF FILTER WHEN PLACING STONE, COST OF THE " _I MIN control devices (such as velocity dissipators) s 6 GRAVEL FILTER MIN PVC PIPE PVC PIPE
w STONE BASE OR FILTER SHALL BE INCLUDED IN THE COST OF THE installed no OR FILTER CLOTH
9. When ve etation has become established, call for final site PLACING OF RIP-RAP, g NCHES ' 1= T - 15
ins ection b Environmental Inspector. 2, MAXIMUM STONE SIZE WHEN USING 8 INCH D50 WILL BE 12 I _ p y AND THE MINIMUM THICKNESS OF THE RIP-RAP LAYER SHALL BE _ =1 I - - N 2
~ ~ I i- 18 INCHES, u u
3, RIVER BANK SHALL BE RESTORED TO ORIGINAL SLOPE,
FINISHED GRADE OF THE RIP-RAP IS TO BLEND WITH THE THE DIAMETER OF THE LARGEST STONE SHAL STONE SHALL EXCEED 1,5 TIMES
SURROUNDING AREA, THE SIZE OF THE RIP-RAP, (12" FOR 8" 5 " FOR 8" 50)
4, INSPECT RIP-RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES MINIMUM THICKNESS (T) SHOULD BE 1.5 TIME: BE 1.5 TIMES THE MAXIMUM ~E LESS THAN 6",
(ESPECIALLY AFTER SEVERE STORMS) AND WEED BRUSH GROWTH, STONE DIAMETER, BUT IN NO CASE LESS THE
6
PARATION SEEDBED PRE
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP TAIL T
M N P PLA RIP RA OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 12 1 8 12 5 7
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. NOT TD SCALE
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS EXIST. 12" EXIST. 12"
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME, FERTIUZER, AND SUPERPHOSPHATE PVC PIPE PVC PIPE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL AWELL -PULVERIZED, FIRM, REASONABLY 3
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6, SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED UGHTLY 2" PVC DRAIN W/ P-TRAP TO DAYLIGHT
WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 5EE SIfE PLAN
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS PLAN
OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60q DAMAGED REESTABLISHED FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT SEEDING SCHEDULE FOR AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. STABILIZATION GRASS
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1) 10 g
' APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS DATE TYPE PLANTING RATE
FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPERPHOSPHATE - 500 LBS/ACRE (2090 AUG. 15 - NOV. 1 TALL FESCUE 300 IBS/ACRE
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) NOV. 1 - MAR. i TALL FESCUE 300 l BS/ACRE
ANCHOR -ASPHALT EMULSION AT 450 GAL./ACRE &ABRUZZI RYE 25 LBS/ACRE
MAR. 1 -APR. 15 TALL FESCUE 300 1.85/ACRE APR. 15 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 I fiS/ACRE 12 GUAGE 4 X 4 OR 2 X 4 WELDI OR 2 X 4 WELDED WIRE :FORMED CHANNELS ON 12 1 S ] 3
JUL. i -AUG. 15 TALL FESCUE AND 120 1.85/ACRE HOOKED INTO PREFORMED CHANNE BROWNTOP MILLET 35 L65/ACRE METAL POST OR FASTENED TO WO 12 FASTENED TO WOOD POST
OR SORGHUM -SUDAN HYBRIDS 30 LBS ACRE W/ N0. 8 STAPLES. / :S.
EXIST. iZ" ~ EXIST. 12" =ULTRAVIOLET RESISTANT
SHOULDERS, SIDE DITCHES, SLOPES 3: t TO 2:1) -uLTRaVIOLET i ( 1l' GEOTEXTILE FI GEOTEXTILE FABRIC OR EQUIV. PVC PIPE PVC PIPE
SECURED TO ~ 1 CENTER, CLIP SECURED TO YHRE W/METAL CENTER, CLIPS OR
_ MAR. i - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE WIRE AT 8" 0 WIRE AT 8 OFF CENTER.
(MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE 2" PVC DRAIN W/ P-TRAP TO DAYLIGHT
(MAR. 1 -JUN. 30) OR ADD WEEPING LOVERGRASS 10 LBS/ACRE (MAR. 1 -JUN. 30) OR ADD HULLED COMMON BERMUDAGRASS 25 IBS/ACRE SEE SITE PLAN
JUN. 1 - SEP. 1 TALL FESCUE AND 120 LBS/ACRE 11
BROWNTOP MILLET 35 LBS/ACRE a• OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
SEP. 1 - MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE
AND TALL FESCUE 120 LBS/ACRE SECTION
NOY. 1 - MAR. 1 ADD ABRUZZI RYE 25 LBS/ACRE
AX. SEDIMI STORAGE LE AX. SEDIMENT STORAGE LEVEL IS
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN- 1/2 HEIGHT, FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS, 1HE ABOVE 3' WHEN THIS 1/2 HEIGHT. REMOVE SEDIMENT CHECK VALVE VAULT DETAIL WHEN THIS LEVEL IS REACHED
VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING OR AS DIRE OR AS DIRECTED BY THE NO SCALE
RATE COMBINATIONS ARE POSSIBLE. CONSERVATI CONSERVATION INSPECTOR.
TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION.
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING,OTHERWISE
FESCUE MAY BE SHADED OUT. SHEE' SHEET DRAINAGE ONLY. LEGEND:
ATURAL GRADE. NOTES:
1 12" GATE VALVE
\ ~ 1. ALL BURIED FITTINGS SHALL BE D, I.
- - _ - CARRY 6 TO 12 INCI TRY 6 TO 12 INCHES OF Z 8" GATE VALVE MECHANICAL JOINT PIPE.
~ \ ~ ~ FABRIC INTO TRENCF / COVER W SOI TAI {RTC INTO TRENCH TER W/ SOIL, TAMP AND BACKFILL.
CARRY 6" OF WIRE INTO TREI 3 2. ALL FITTINGS INSIDE VAULT 5HALL BE D.I. F WIRE INTO TRENCH. 12 x 8 TEE
FLANGED.
18'
A. BURY THE TOP END aF THE UNER STR~S IN A METAL, OR 4" X 4" TREATED WOOD TRENCH 4 INCHES OR MORE IN DEPTH. POSTS AT 10' O.C. MAX. WOOD POS' TREATED WOOD OR CEDAR 4 8" X 8" TEE MAX. WOOD POSTS MUST 3. GATE VALVES SHALL BE N. R. S.
~l} _ ~ 4" ,utE NET OR BE 2' DEEP MINIMUM, ~t, 12" CHECK VALVE W/ EXTERNAL ARM
~1 :_r_ ~i'~ STRAW WITH NET _ - - - ~ S 4. BURIED GATE VALVE SHALL HAVE A C. I. BOX. WEIGHT
i ~
6 8" CHECK VALVE W/ EXTERNAL ARM & WEIGHT 5. ALL NON-BURIED PIPE AND FITTINGS SHALL BE
B. TAMP 1HE 1RENCH HILL OF SOIL. TAMPED BACKFlLL SECURE WITH A ROW OF STAPLES, 1 , ~ r NOTE: FURNISHED WITHOUT A BITUMINOUS COATING.
10 INCf1 SPAgNG, 4 INCFES 1111 _ _ ~ SILT FENCES SHOULD NOT BE USED Al ~wrl FROM TRENCH >>1 = 5~~Y~ ,-y„,;;;;;;YY OR IN AREAS OF CONCENTRATED FLOW NOT BE USED AT PIPE OUTLETS 7 12" MECHANICAL COUPLING ALL NON-BURIED PIPE VALVES AND FITTINGS SHALL CENTRATED FLOWS (CREEKS,
DITCHLINES, SWALES ETC,). :TC,). BE FIELD PAINTED WITH ATWO-COAT EPOXY
,;.:5/,"~,~~SSS;SSSSS;:::: 2 INCH OVERLAP OF LINER STRIPS $ 8" MECHANICAL COUPLING POLYAMIDE PAINT SYSTEM WITH A TOTAL DRY FILM
:5.',~!';:fSSI'.SfSYS':;~~'SSSS'S'.SSS;.,'." WHERE TWO OR , ~ MORE STRIP WIDTHS ARE THICKNESS OF 9.0 MILS.
,,:::::::SS . „ C. OVERLAP -BURY UPPER END OF LOWER y,..~;b~~~~~~~~.~ ~ ~ ~ - . " ~ ARE REl>I11RED. STAPLES N C E ~ T f-- E SIB - TAIL g PRE CAST CONCRETE VAULT (MIN. 6'x6'x6'D) E D
STRIP As w A AND 8 . OVERLAP 11a r, . END OF TOP STRIP 4 WCHES AND STAPLE. 1 _ ';:''l„l;S;/,;;;;YS:S;;'l.;Y,;::;;Y,;;„'/,;;;:% ON 3' TO 4' CENTERS. l~l__ _ - _ _ , NOT TD SCALE 6. ROD ALL M] FITTINGS.
%%'s's's's"s's's"s"s"si"sssti;ss '%'s%~ t ~"s"s"s"s"s"s"s"s"s"stl;;;;;,;;;;;,;;;,;;; 7. GATE VALVES SHALL BE RESILIENT SEAT TYPE,
s~;';';;;;;;;;;;;,•,;•;;; s;;;;sssss;;;;~' iMi~ ALUMINUM ACCESS HATCH (30 x36) AWWA C509, 10
.ii.rei ii'~r•w'iii ii A~i BY BILCO, HALIDAY, OR EQUAL
iiiiiiiii~iiiiiiiiiiiii 'iiiiiiiiiiiiiiiiiiii'' PLACE STAPLES TAMPED BACKFlLL 4 TO 10 FEET 8. ISOLATION VALVES MAY BE INSTALLED OUTSIDE VAULT.
'S':~SSSSS;:S~;S~::~ S:S:SS::S:::"::;::SS:::;S' ~ APART.
iii i$$$$iL$SSS$$$Si$'lGiii$i'GSi$$$$$$i' TYPICAL 51APLE$ 11 EPOXY-COATED STEEL
_ S:'/,;: N0. 8 GAUGE WIRE ~ OR GALVANIZED STEEL PIPE SUPPORT
D. EROSION STOP - FOLD ~ LINER BURIED IN SILT TRENCH AND
DOUBLE RO TAMPED, DOUBLE ROW OF OF STAPLES STAPLES. NOTE: INSTALL TACKED MULCH M EXISIING'DITC1iE5 6" 12 12" M] SLEEVE
AT AREAS WHERE DITCH IS WSNRBEO UNLESS 10"
OTHERWISE NOTED.
RS Y IN AR L P R T M
NDT TD SCALE ''s
REVISION INFORMATION DRAWING INFORMATION f fell
Num Description Date Init Init Date NEUSE RIVER JOHNSTON COUNTY PAGE
Drawn B NUJ 04/01 EROSION CONTROL PARALLEL Department of Public Utilities C_8
Checked B ALB 04/01 DETAILS
FORCE MAIN P.O. Box 2263
Approved B TGB 04/01 Smifihfield, NC 27577 of 8 ~
SCALE: NOT TO SCALE
F://PROJECT/NEUSERI VERPARALLEL/DWGS/DETAILSCS

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MEMOREX S I TO E ~ ' SEO ADDITION ~ I . ~ - ~ o.
TO EX FACILITY , I /
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~ - LOT 4 I ~ ~ •
41' B TO B
PROPOSED LOCATION OF
\ \ CORP. PARKWAY / 60' ROW I W/5' SIDEWALK
~ NEW MOPE RD . INTERSECTION BOTI-I SIDES OF STREET ~
(TW$ LAYOUT IS ON.Y A STARTWG
\ PONT E EXACT LOCATION WLL _ HAVE TO BE ESTABLISHED N ~~R _
' `
COOPERATION W/ AOJ . PROPERTY - \ M
OWPERS . LAYOUT t5 SNOW AT Z - _ --J ~ ~i A
TF~MS TNAE OPLY SI-IOWN VALIDITY - _ - - m Q ~
\ OF TI-E CORPORATION PARKWAY I
~ \ LOCATION ON OlR SITE . ~ pq o
\ \ LOT 3 LOT 5 H ~ r 5 ~ ~ oar
ATE' , ~ I ALIGNMENT OF COR TI-ESE ROADS CIRRENTLY EXIST pq~yyAY IS TO B CORPORATION PARKWAY TF~ROUGH AS DRIVEWAY ACCESS ROADS TO ~ OF CORPORATION x a ~
IS TO BE APPROVED w~
T4~ DEVELOPMENT WILL BE ~ Tl-E TELEX SITE . IPON DEVELOPMEN i BY CITY OF RALEI CONSTRUCTED TO PIBLIC STREET APPROXMATE OF TI-E TEXT LOT THAT WOILD ~C~~~ ~ ~Y ~OF ANY LOT ~TNAT~ ~ ~ o an Mq m
IT TI-E STREET (LOT , 5' i ~ m '_T--_- M
STMDARDS APD DEDICATED TO Tl-E LOCATION OF TI-~SE STREETS TI-E DRIVES W~L FRONT TI-E S GTY WLEN Tl-E FOLLOWNG COPDITION RELOCATED WI d~rtt'61i~c~Ep_IQ P161_IC 3.~~.8 , OR 9 ) d ,OR 9)
IS MET PEW MOPE RD . STREETS W/ TI-E RO~~RDICi4~GD-. ~r~ Tl-E GTY AS SLIOWN . ~ ~ '
> 75t OF TF~ LOTS WIT~~1 TI-E I
$IBDIVISION ARE DEVH.OPED I LOT 8 q ~ ~ ~
(K o.W WI bE I~IcATW UI~4~
I LOT 7 ¦ ~
~ro~T~~ ~N F~~. ~a-n~~ ~udr~~r~
I W
LOT 2 I I ~ ~
I LOT 6 I I
s ' - - s ~c nnaY I ~ ~
T D FOR IT . , _
25' FOR 2 '
EGRESS LADS
~ TRANSPORTATION PLAN &
BP i•• iar - o~
I W Y' •
1 ~ N o
4I' B TO 8 47.5' 5' ~ ~
~ MEDIAN TO BE MAHVTA~D 60' ROW
BY DEVELOPER . W/5' SIDEWALK ON STREETS WI BE LNMTED AS FOLLOWS~S ~P~S ~L • Z BOTH SIDES OF STREET NAMED PRIO • LOT I ~W ~ ~ NO ACCESS FROM SEW MOPE RD. RECORDING.
2EETS WILL BE • ~d~
W lND OTT ~ tub
CORDING . NAMES ~ ~
I WILL BE AP 2. ACCESS FROM I-IWY 64 OrI.Y AS SI-IOWN BY PLAMNN ON PLAN. L BE APPROVED
PLAMNNG DEPT. Z
i O
3. ACCESS FROM COMMERCIAL COLLECTOR STRUTS ~ 4~' TO ' v
W/ N PARK SHALL BE ALLOWED AS REVD TO
AAEET Tl-E DEV~OPME4JT PLAN Bl.lT rl NO CASE ~ ~ „1TER~CTIOP~ 4 7 g'
SHALL T1~E ACCESS BE LOf.ATID CL0.~2 THAN 260' TO T1~E M'H~SECTION W/ PEW EaOPE RD
a~w SwoL~ bE SPaGED ~ ~L0962 Tu~W 200' ~ I ' ~ 460' ~ z
FROM EACH OTI-ER .
I ~
~ I WIDTH OF D BE DETERM~ Z' LAS ALONC' BJTIRE Fi20NTAGE W/ I80' TAPER OF LOT fl-I OF DRIVEWAY CUTS TO • AC~~ PROJECT o ~ ~ ~ U
DETERM~ED IPON DEVELOPMENT ~ OWNERS ~ VIDEPROP. I 88OO~I7 W
LOT I ~ ~p Q[
AT EAST Ef~D . EXISTNG SLRVEYS PDICATE 2 4' rt~ I ~ ~ N~
FROM IXISTING ~CsE OF PAVEMBJT TO PROP92TY~_,~~y _ _ _ ~I ~ DATE ~ ~ O
LICE , IaOWEV6t SI-IOI,LD SIRVEYS AT Tl-E TIME OF U . S . • F~ 1989
Tl-E ROAD WIOB~NJG NOT WICATE A MW . OF 2 2' - - _ _ _ a~~ c i z' ~ar~. 5• c s~AC~. 5. wa~?c> N~N_ WAY 64 . ADDITIONAL ROW WLL BE DEDICATED .

r I ~ - - _ , PRINT DATE' Qg~ . a
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SHEET
DEVELOPER WILL BUILD CIA~B AND
GUTTER AND SIDEWALK AT HWY 64
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~ ~ AID SI~.ECT TO dTY • ~ _ REVIE\W APD APPROVAL . • ~ - 1 I I I ' ' o ~ ~
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3 . IT IS U~D~TOOD 7NAT WIETERS ~ ~ ~ I I ~ I , , /
APD FIRE I.11rDRANTS WILL BE I I ~ i I ( • •
LOCATED N R . O . W . - AT Tl-MS / ~ I i I ~ ~
SCALE SYMBOLS MAY BJCROACH • / ~ ~ I ' ' EXISTING 8' S . S , i ~ ' r~
W/N PROP6~TY FOR CLARITY . ~ T~~E~ % A~MpREX F~ ~ I a
I I ~ ` •
J ro SED q I ~ EXIST~IG I R , - ~ ITION ~ I ~ ~ S.S.
_ ~ x zso = - ' ~ X Fq ILI I ~ TY I _ r
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WER ~ EXISTI SE ~ ~ ~
s azoPOS~ i a• w6,~z - /LOT 4 - SERVI ' ~ ~ ~ I ~ ~ \
I ` ~ 1 ~ ~ I 1 r
\ MAIN TO BE CONSTRUCT ~~ARY \ DS SE ~
VI ~~TYP 1~ ~ ' / J I ~ ~ -
• \ (VNOT BYV DEV~OP6t > EXISTNVG WA~[2 SERV _ ` ` ' PRIVAT~~ MIT ~ IN i
\ 280 - . ~ ~ _ \ ~ ~0' S.S. ~ ~ f
2~ ~LON! OFF 4SSENBI.Y ~ \ _ ~ - ~ ~ 1 EASEMB~IT ~ - _ r CONFECT TO
~ \ ~iAD fL':G4TE NAIVE _ _ _ - - - - - - EXISTING
_ T _ _t- ~ - • ~ WATER MAIN
\ \ 8' S.S. a 1
~
8 SfWTARY SEWER ACROSS ~ - 1 .
~ LOT 3 HAS B~V DESIC~ED I Cp~•TECT TO XIS ~ ~ ~ - - 1
BE CON ~TRl1CT~ N ACCORDANCE EXIST1~,`1G ~ ~ I S . S . ~ H
WITH GTY AC,Y~EEMENT. WATER MAIN ~ ~ ~ 1 1 ~ ~ 1
\ ; LOT 3 i ~ ~ ~ LOT 5 ~ ~ ~ ~ 1
5 I 1 \ 1 I ~ a ~ ~ ~ EXIST 30
i \ 1 / 1 ~ ~ A MENT S.S. SE ~
I / e• s.s.; ~~I~ ~ ~ ~ EXISTING 12 F
\ ~ 1 I EXISTING PR ~ .1vt' NI~pL~E I i , M'ANaOLE~ W < TYPICAL) , l PR ~F HYDRANT WILL BE . •__-f I , 1 ~ ~ ~ ` ` WATER MAIN ~ \ ~ ~ PROPOSED 8 ~
~ ~ ~ WATER MAIN v ~ ~
~ \ ~ ~ ~ ~ ~ ~L
~ r ~
PROPOSED ~ r
FEE NYDRAN ~ T--... ~ ~
1 I ~ ~ ~
~ ~ H / ~ ~ ~
TO EXISTNG WAT6~ MAID . ~ i ~ PROPO~ED r ~ ~ ~ N 1 LO 8 ~ r 2 40
f 1 Q 1 1
I . i' wATH2 SERV l (TYPIC~ 1 ~ ~ ~ 1 1 LOT Y ~
~ ~ I i ~ i ~ / ~ 1 ~ 1 ~
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1 / 1 1 1 ~ ? 1
~~LOT 2 1 1 1
~ LOT 6 ~ 1 1 / \ ~ / ~
I ~ l 1 ~ ~ ~ I ~
1 . ~ i / ~ - 1 ~ I - ~
~ PROPO D FIRE ~
1 HYDRANT~~SEE NOTE I Imo' W . L . ~ ~ ~ ~ r~ \ ` 2 4 ~i 1 ~ ~ 0 I
~ 1 ~ ~ 1
1 ~
~ i ~
20' S.S.
EASEMENT r1
Fu ~ ~ ` 1 ~ `
250 ~ ,
~ EXISTNG 12• ~ 1 I ~ -8" W.L. ` ~ ~ ~
• WATT MAIN , ~ 8~ W.L. ¦
~ ~ ESCISTING ~ ` r ~ / $
I ~ ~ I P~R~OPO ~D 9~ J / / . BLOW OFF ~ ~ ~
/ TO 'BE RF~JVF,D~ / 8' S.S. ~ ~ ~ ~
~ 20 EASEMENT I ~ I
• - ~ LOT I~~ ~ t1 I ~
1 UIL.II 1 rLhYY ~ ~ ---LOT IA ~ . i / ~ ~ ~ I
~ I ~ I I ~ ~
BP I•• Iar I E SEMEN / _ PROPOSE[~ '.8, I I ~
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i _~L_..-. SAN SfiW~R ~ / ~ ~ ~ I ` ~ F I I
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IXISTING 24' I _ ~ \ ~ I 1~ ~ ~ N I - ~ 0
WAT62 MAN - - - -TJEJALZO EXISTING . ; \ . I ~ ~ rrnn ~ ~ V! Ir ~ ~ ~
MANaOLE ~ ~ , ~ r I ~ ~ ~ ~ Z
• ~ ~ ~ ~ LOT IB ' ~ - i i I ~ ~
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_ _ ~ LOT IC ~T ID ~ ~ ~ PRO.IECT a
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~ \ ~ , ~ ~ _ EXIS NG I b' ~ I I
_ yIAT~R MAM ~ l I a DATE ~ ~
~ I 9
W PRINT A E • g !~rrr~~
_ 2 bO
300 Wia~b4 . , i-- I
DEVELOPER WILL PAY FEE
W LEU OF ASSESSMENT PRIOR - - - - 2 80 SWEET:
TO CONSTRUCTION . 270
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O O DRAINAGE AREA
~ ^ O (V N ~p ~ p p o q~
~~~~~~~~/~L~~ 1 N Y
N N ~O
~ ~ ~I I N
~ 1 LNAtT OF ALLWIAL SOILS -FLOOD PLA~1 LIMITS WILL
~ I I ~ ~ ~~~N BE DETERMINED LFON
~ ~ ~ ~ u COhAF'LETION OF FLOOD STIAY WILL BE COIvIPLETED
I ~ , ~ ~ ~ ; PRIOR TO RECiIEST FOR BLDG .
~ ' I PERMITS . ~
\ I I I / ' I ~ . o
\ . ~ 1 - I I 1 --1---- ~ ) t
~ ~ I ~ ~ ~ ~ ~ / I ¦ ~
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~ ADbITION ~ ~ ~ m
I J/ ~ Tp ~F _ 280 i__i ~ ._------Jl EX FACILITY i _
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LOT 4
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PROPOSED I~ _ ` ` DRA
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\ ~ ~ ~ t~ ~ PROPOSED \ _ _ _ - x~oPOSEO a2• ~ ~ ~ ,box ve~T
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NOTE \ I 1 I CON6TRUCTION SHALL C01v1P1.Y \ ~ \I~OPOSED 3~. ` _
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~oTMO~ ~aTaY~ ~ EoR ar~~s . ~ : LOT 3 i i ~ ~ ~ LOT 5 \ 1
PaoPOSEa~as s~ °a'Ar1° a ~ ~ ~
2 . All PPE SIZES MD N.ET LOCATION \ J / I 1 ARE PRELNANlaRY APD ARE ~ / • 1
SLB,E(',T TO CHANGE . I / ~ 1
~ PRaPOSED 2 4'
3 . ROOD SHAY WILL BE PROVIDE • ~ / I ~ ' ~ I PRIOR TO REOLEST FOR ~DG . P6~hTS . , ' ~ EXISTIfJJG
18' RCP I ~ ~
4 . Tl-ROLIGHOIff Tl-E SIEDNISION TI-E FRST ~j -T~-~~'~"°-
I /2' OF STORMWAT~ TO FALL ON TF~E
w~wa.~s ,a~a Gr~arez n~tuv 3os / ' ' ~
WM1 BE DETA?~ED APD R~EAS~ AT TI-E 1
PRE - DEV~OP~AEidT RATE . TLE DETH~ITION ~ ~i ~ . 1
Wg1 BE 4~A~DLED ON AN rDNIDUAL LOT ~ ~ LOT
BASI$ OR SEVERAL LOTS MAY COW6PE TO 1 1 , LOT /7'~ ~ ~ ~ ~ p ~ p m
IISE OPE DEVICE . ~ ~ ~ ~ ~ ~ ~ ~ ~ / i I ~
5 . oRarlac~ easr~e~r aa1r n~ \ LOT 2 \ ~ /
a~ Sn~o~ rnn w oN \ ~ LOT 6 \ i ~ ' ~ ~ ~ ~
~ioa to oerarr~ twr I ~ I
~ ~ ; ~ / BLDG . PERANTS . ~ ~ \ I\ r i ~ ` a
J ~ ~ ~1 \ ~ \ 240 I
/
~ , ~ i'~ . \
~ 50 ~
I ~PaoPOS~ ~ / J
N i ClRB ISLET PRO~SED I5' ~ ~ ~
3 EXISTING 6 - 6 6'
, ~ CIxVBZT
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~ _ ~ , ~ I 88002 7 ~ ~ O
~ ~ DATES ~ LL
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~ U . S . NIGH i - - - - - 300 ~~-r_ WAY b 4 . ~ - - ~INT DATE QQ}~~~ W
SI-IEET: -W I CL P5 0
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LOT 4 • ~ ~ ~ 150 GREEPJWAY RESERVATION
t • , C~ITERED ON SEWS LIFE
' . ' (EXCEPT PEAR TELEX ADDITION
. ' ` ` ~ ' WI-ERE RESERVATION IS SI-~IIFTED ~ ~
TO WEST BOI~DARY OF EASEMBVT
. ~ ~ APD EXTEPdS EASTWARD . )
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• PROJECT a
•
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MILES TO _ ~ WQ ~ DATE

'~-EIGN ' - - - ~r FEB 1989
U - - _ _ NI O
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SED AD I • . ~ I o ITION I a
I ~ ~'I~-p~ , ' ~ I TO EX ~ ~ \ 280 ~ ~ EX Fq I I .I ~ ~o ~ LITY I I
I I ~ ~ ' ~ ~ I ' ~ 1 m
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~ - ~N64 33' ~ ~ ~ ~ , / p 1
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CORP. PARKWAY/ I"'13 ~ ~ \ \ PEW EIC)PE RD . _ _ ~ 37 - ~ -T- 1 `
/ .I I • i• - 1 . l ~
h1TER$ECTION ¦ 25 ~ ~
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~ ~ LOT SIZES ~ ~ ` ~ , --1 ~I ~L_ i;
~ N : ~ LOT 3 i i LOT 5 ~ , - - --~t• - ~ ~ ~ I
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1 LOT 2 3. 2 8 I / ~ ~ I N D U S T R I A L ~ P~ ~ N I H
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~ , \ ~ ~ 1
~ ~ LOT 4 15.03 APPROXMATE I \ . \ ~ Y ` .
~I ~I LOT ~J 2.49 RQOCAT~ 409.0=._-S84 33' 20'E ~ S84 33'1120'E 1 a
~ v ~ •
i LOT 6 I . 9 3 \ raw ?aoa~ cto . , i ~'fi----~_-- J ~ ' ~
LOT 7 I . 9 2 ` ~ I 1 ~
/ ~ M¦1 ~ II~USTRIAL ~ N
SLOT 8 3 . 6 4 ~ \ ~ ~zo'o~~ i ~ . M¦1 LO 8 ~4 / o ~ ~ DEVELOPED Q
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~OT 9 2 . 5 2 1 ~ i WTr~,~~i ~ , LO ~IEW HOPE RD . 16 ~ \ ~ ~ ` ~ ~ IND IYOADS 4.35 ~~LOT 2 \~~I I y ~s.2e Acaes J L T ~ 0 N a ~ If~USTRI .
I , 9 2 ,ACRES ~ ~
a N IND TRIAL .1 . ~
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N~ ~ / ~ ~ N \ ~ 1
I ~ LOT 6 \ ~ i ~ i ~ /
ENTIRE TRACT 5 5 . 2 6 AC . 1 ~ ~USTRIAL ~ z . so acx~s ~ ~ 1 / ~ ~ ~
i \ ~ ~ ~ ~ ~ ~ ~ ~
A REAGE IN 3 . 7 8 AC . 1 ~ INDUSTRIAL b\ 1 ~4 ~ ~ , ~
G~EENWAY ~ ~ N i 5 I ' 2 5'E ~ ~ ~ ~n 1 ~ ~ 2 40 U
u a ~9 0 ~ ~ ~ 0 ~ !~C
9 ~ • 0
~ ~ 6 a r1
N I - - - ~ Nb 1
2 50
.
~ i , , 0
~ ~ ~I ' MEDIAN TO BE MAIN AIf~D~ ~ ~ / / / ~ ~ ~ / ~
I BY DEVELOPER . l / ~ ~ ~ / ~ \
,,A~~p~ p~~~~ i ' 1 ~ 200 , O ~ , 3 0
rr ' ~
IVWJI[JC rLJWV ~ ~ ---LOT IA ~i~ LOT. ~ 84 I ' ~ `
1 ~ J.i!d8 ACRES tINCLlAES OIRPARCELS) ~s ~ 8 051N I I ~ / I ~
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~ ` CONTOURS . ~
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~ ~ ~
~ I I \ i~ ~ Z ~ LOT IC ~T ID ~ N I I ` ~ II~USTRIAL I ,
N I ~ COMMERCIAL ~ I I ~
1 i I ~ VLY~VrIVIGIrI ~ \
\ \ I I r 0 PROJECT t;
I ~
~ ~ , ~ _ EXIS NG 16' ~ y~A R MAIN 2 7 OC l
NQ
F~~~S Tp ~ ~ ~ ~ II R~ ~ U , S . NIGH ~ ~ WAY ,64 i ~ ~ ~ DATE ~ ~
19 9
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