20052043 Ver 1_COMPLETE FILE_20051213

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
December 14, 2005
DWQ EXP# 20052043
#7005 1820 0002 4630 4990
Pitt County
R Soil and Environmental Consultants, PA??
Attn: Jason Payne ;_,f 11010 Raven Ridge Road DEC 1 5 2005
Raleigh, NC 27614 DE 'R „ __ ;
4';ETL4?E7S/ti°iDSTGtZ rjy, TEaBRANCH
Subject Property: Emerald Park
Mike Defrees
UT to Gum Swamp, Neuse River Basin
On-Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A
NCAC 2B.0233)-EXPRESS REVIEW PROGRAM
Dear Mr. Payne:
On December 13, 2005, at your request Kyle Barnes of the Division of Water Quality (DWQ)
Washington Regional Office conducted an on-site determination to review two stream features located on
the subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The features are
labeled as "A and B" on the attached maps initialed by Mr. Barnes on December 13, 2005.
The features are located south of the town of Greenville, NC on the north side of State Road 1128
(Davenport Farm Road) and west of SR 1134 (Thomas Langston Road). The features appear on the Pitt
County Soil Survey but not on the 1/24000 USGS topological map. The Division of Water Quality
(DWQ) has determined that the feature labeled as "A" on the attached maps is Subject to the Neuse
Buffer Rule for the portion 400 feet north of SR 1128. At this point a flag was hung, labeled DWQ
121305 KWB, on the south side of and existing farm access crossing. The feature labeled as "B" is a
ditch and is Exempt of the Neuse Buffer Rule. This decision only pertains to the features on the subject
property. This on-site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local
Authority that a surface water exists and that it is subject to the buffer rule may request a determination
by the Director. A request for a determination by the Director shall be referred to the Director in writing
c/o Cyndi Karoly, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals
that dispute a determination by the DWQ or Delegated Local Authority that "exempts" a surface water
from the buffer rule may ask for an adjudicatory hearing.
*A
NCDENR
N. C. Division of Water Quality 943 Washington Square Mall Washington, N.C. 27889 Telephone [phone] FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Maintain Wetland Project
i
impacts WfJptions ' Fees A?liat ons Events InspecLons? Comments i History ?, ?t?P?ta4s? ! v _.. _. Detalls2? _? 7_Q_ ?? yam. a its and Ce ts» ?? _ doss Raf$ w n b
Project Number; 20052043 Version ?1 Status. Issued LastACtionDesc: Project issued Save
Pro}ectName: Emerald Park _1 Projectlype: Stream/BufferDetermination` PrimaryCountY Pitt
Project Accepted 12!13!2005 laurie.denm 011o;C
Application received in CO 12l13l200 Recvd in_ WaRO_ taurie.dennl Ot105J;
Stream Call Performed 1 211 372 0 0 5 kyle.bames 12!13!{
Add
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Finish
'EventTVpe entDate Due Date, Cateaorv Comment Y LastU date Last
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Fee Received 12113!2005 i kyfe.barnes 12!13!:
_
Project issued 12!14!2005 I Issued out of WaRO laude.dennl... Oil05J:
Kyle
Re: 05-2043 Emerald Park - Express on site stream determination
See what I "added" to events screen so that it could be put in an "issued" condition
It's OK to `project accept'. but then have to show `received' in order to move on & be
able to change the event type & status to `project issued'
Yea - I know, BIMS has it's limitations!
E3L OW OFF- - REDUCER
EXISTING SANITARY SEWFR MA[N -3 PLUG ¦ ¦ ¦
--66-- EXISTING CONTOUR LINE - E - OVERHEAD ELECTRICAL LINE
EXISTING BALL VALVE PP POWER POLE
PROPOSED BALL VALVE G.V. GATE VALVE.
EXISTING WATER METER RCP REINFORCED CONCRETE PIPE ¦
-f PROPOSED WATER METER DIP DUCTILE IRON PIPE
~ EXISTING GATE VALVE LF LINEAL FEET
PROPOSED GATE VALVE R/ W RIGHT OF WAY
EXISTING WATER MAIN PVMT PAVEMENT
PROPOSED WATER MAIN CENTERLINE
F'~ EXISTING FIRE HYDRANT
EP EDGE OF PAVEMENT F.~H~.l PROPOSED FIRE HYDRANT
T GW GUY WIRE
PROPOSED CATCH BASIN OR DROP INLET CLD CENTERLINE OF DITCH
PROPOSED STORM DRAINAGE CLDR CENTERLINE OF DRIVEWAY
EXISTING STORM DRAINAGE - FM- FORCE MAIN - - ,rte
_ ~ ' ~ ' yN~ . - . ~ 1~,~ ~ AGpEi ~ / t4~ „~~1. ~ ~ _.1~F1 - -
4`~j,,,~ ~ ~ • .Ib~ ~ ~ ~ N~PtN ~ ~ r US r ~ l ~ I ~ ~ 16') ~ ~ t S~,p~
' < , ~ ~ "CITY OF ~ ~ - - ~ , ~ ~ , ~ ~ ~ GREENVII,LE'
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DESCR I PT ~ ION SHEET N0. ~ , MIRE111nICi / ~
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TITLE SHEET ..........................1 , r i ~ { ~ I ~
GRAPHICAL S HEFT INDEX....... ~ - ~ ~ ~ ~ t ! ~ i ` 1 i
2 ~ EMERAI,DPARK D PARK ~ ' ~ . _ ~ % ; ~L_, ~ 1ISION
P R ~ ~ SUBDIVISION OJECT OVER VIEW MAP........ 3 s _ ~ ;.,i'" i
GENERAL : ~ ~ 1- _ GRADING P LAN ..................4 y ,
UTILITY SY STEMS PLAN.......
5 ~ - '~n,> ~ EMERALD PA , ~ SUBDIV`ISIO ~ T-'
SANITARY S ~ ~ =;.z EWER CON NECTION ~ i 5,. ) d' \
PLAN AND P ,Y~, ROFI~E ........................6 ,F ~ 7 ( ~ 4~ ~ 'V ~ - p ~ ,
, E ~ A N E 1 O F , i $ ~~-flpEfplEp ~ QI l FII~lO~A ' ~ , Y.
2 PLAN AN D PROFI LE . • . . I V ! ~ ~I `I
JADE SANE ~ ~ 20F2P~A N AND PROF ~ ICE .....8 p~ ~ ' ~ 'J "eta ~ ~ _ _
, ~ A PHIRE COU RT & RH INESTO NE DRIVE ''-1
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1 OF 4 PI AN AIR PR(1F11 _ _ ~
. ~l TOWN OF -
RHINESTONE DRIVE 2 OF 4 8~ PERIDOT U'~, % ;~~~-WINTERVILLE
COURT PLAN AND PROFILE ...........................10 ~ j ~ ~ ~ ~T r, i iAi iE _ ( ~ . ~ ~ ~ _
r ~ I / \ . ~ ~
RHINESTONE DRIVE 3 OF 4 V 1~ / , t
PLAN AND PROFILE .................................ii S C A L E S i~~°/ ~
RHINESTONE DRIVE 4 OF 4 8~ MOONSTONE y ~ ® - ~ ~ ' t ,
COURT PLAN AND PROFILE ...........................12 ~ _ _
EMERALD PARK DRIVE PLAN AND PROFILE ..............;3 I ~ ~ ~ ~ `v i ~ f r
r
ZIRCON DRIVE PLAN AND PROFILE ....................1~ ~ - ~ - m t,~ ii ~ _ i,~, ~ r- - i
GARNET WAY, CHESMOUNT COURT 8. ~l
MASTERS LANE PLAN AND PROFILE ....................15
ONYX COURT & TOPAZ DRIVE
PLAN AND PROFILE .................................i6
DRAINAGE AND EROSION CONTROL DETAILS..17
m _
WATER SYSTEM DETAILS .............................18 m
SANITARY SEWER SYSTEM DETAILS ....................19
MALPASS & ASSOCIAT
ES
ENGINEERING & PLANNING
1645 Ea ARLINGTON BOULEVARD SUITE D
x° GREENVI~~E9 NeCm 27858
( 252 ) 756-1 780
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M: ~dgn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSiOM ~ JEFF HARRIS~p812con.dgn
3:49:36 PM 5/5/2006

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REVISIONS ~ ~ + _ - ~o ~ ~ D ~ ~s
RY N0. DATE ~ . Q ~ . - ~ ~ ~ ~ A m DESCR]PT[ON S~L = ~ z \
_ = i n _ S s qc ti ?~'.w y
# PE 168~i , o c, a ~ \ 1 m- ~ 4 ~ ~ x ' 9 \ ~ ~ ~ \ ti ~ o c,~ E ,
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~~~~~r~r 1n~~~"` ~ ~ - • naoioni ~ -~e . 6 ~ \ ~ ,
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' RH N ST R~V~_~~NiE_ftI:INE CURVE DATA \ / ~
WIL ARC LIAM K. MALPASS, P.E. 16823 CURVE A1~1 $ ~~~~[f{ CHORD CH ao ~ . / , \ ~ ~ /
C11 500.DO' iq,P3' ~ ~ Ci2 150.00' 146 42, Ig4.16 N 46 43 43 W / y~
0 67' N 23°01'05"W
65' YC 65' VC , _ 11; ~ ~ t~~~ 100 VC r..__ -
~ , ;~~r,~; 100' VC ~'~-~~-VPI STA - ~ ' 100' Y k VPI STA - C
- _ I ~ ~ , i VP • 22+45.58 _ 23+16.47 ~ ~ STA = 25+06.55 ; .._.~.m ' _ ._.._.._..._VPI STA - 27+00.00...., ~ 00' YC C ~~~r,o , 100 VC 100' V
-VPI ELEV = 7 . ~ - VPI ELEV = 1 79 ~ ~ :VPI ' ~ ~ r STA = 28+37.95 ' VPI ELEY = ~ _VPI ELEY = 7 . ' MATCH LINE I - ~ _ , 71.68 ~ ~ ex - 0.16 ;VPI A = 28+37.95- , . , 100' VC
3 33 _ _ ex = -0. ELEV 72.64 _ ....STA 21+00. 72.74 ; 00 ex = 0.17'... ~ FE - 71.95. ~ 16 = _ ~ ex = -0.16' E VPI STA = 31+00.00.' ~ t;.~,~ 100 VC - = 72.64 ~..ry.. _.w,._ -VPI STA = 32+38.98 - ....M
• _ ~ ex 0.13 F E - 73.17 HINESTONE DRIVE - FE = 7,1.85 FE = 7 . ~ _ ' FE = 72.77 258 I , • , - 0.13 _ I ELEY = 74.04 - ._,.,VPI STA = 34+50.00 ........VPI ELEV = 72.50 _---VPI ST = ex =-0.21' 10-..._. = 72.77 A 35+76. ' VPI ELEV = 73.55
' ' a_.~ -FE 72.55--~ INT I ' ~ ~ ERSECT ION i i _ 1 ~ _ ex = 0.20 VPI ELEV = _ " a , . ~ 72.92 , FE - 73.83 FE=7. ex=-0.12 ~ _ - _ _ , ' ~ ~ 2 70 , ! ex 0.12
_ ~ ~ s ~ S ~ y ~ . - a.~~.~.~~...... , A 23 32.72 RHINESTONE DRIVE i ~ a • _ , I FE - 73.43 , - F ~ ! ~ FE 73.04: i
. , STA 000.00 M00 ~ . NSTONE COURT -w.•.-.~_ • i i ~ , .~v___ `MATCH LINE _._i_ INTERSECTION i '
' _ i ~ ~ - 72 15~ ~ ~ ~ ~ , [ - ~ r 1 f t ~ 3 ' I i , , ~ i ~ STA 6+50.00 RHINESTONE DRIVE STA 30+08.35 RHINESTONE DR I VE_ _ _ ! FE 73.29 - ,
- ~ ~ ~ _ , g 1 ~ ~ ~ ~ ~ ~ ~ 5 6 ~.-.w__~._~ ~wm i ! STA Of00.00 JADE LAN . , ` ~ .._w..~.. _-_~A_.~: i FE 73.55 ~ _ ! ~
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i : I _ f s t ~ II -wa i . e ' ~ : ~ 7 ° ~ ~ ~ ~ X , ~ - • , ~ s , , ~ +0.49. j , f. e i i ~ MIN ~ E _ ._-q.. , - ~ ~ ~
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STA 22+ ~ L ~ II ' 25.94 18 LT S' O • fi s CB 62 I CB 64 ~ ~ ? I ~ ~ _ ~-_-._m - ~ ~ - _ ~ ~ a , ,ww... ~ ~ ! a ~ j STEP GOWN ~ ~ ~ STEP ~ _ ~ ~ ,i DOWN , ~
.--•f _ ;.HOOD 71. CB 63 Q ~ ~ 1 ST + -~L _STA 24+89. 10 18 LT S ~ ~ ~ ~ ~ _ , A 22 32.72 18 RT T R l ~ ~ ~ ~ -r ~ ~ ~ ~ ~ ~ UNDER STORM ~ F a ~ , - - _.d_.-_._. _ - ~ 12 MIN ~ ~ UNDER STORM- ~ ~ 4 SErER ~ i _ i
' _ S INV 68.30 A 2500.94 18 RT 4 SEMEN ; 12 Df ~ ; MIN ~_._,~M_~ .n__.m~~ ~ , ,....HOOD 71.91 HOOD 12.03 E,,,, ~ _ ' SERV1~ H000 2.0 vicE "PTO ' 7 3 DRAINS ; ~ , ~ ~ a -DRAIN - . ~ ~ i r ~ ~ , _ ~ , ~ 1CE s ~ , ~ 12 M ~ _ ` x,
s ~ ' W ~o ..N ~ . ~ N INV 67.90----- 87 . N INV 67. ° W ; - ; S INV 67.98; F I IN ~v_~._ N i ~ ~ I STEP DOWN i ~ 1 ` ~ ~ ~ ? ! I R ~ ! i
S INV 67.89 ~ W INV 67.86..x._ ~W._w~.m~ry __ti~.__.~.M___~~... h.._._;__ ` 372LF N 8 W vc p CB 6 _ ~ SAN ~ _ ~ ~ ~ ~ UNDER STORY! ~ ~ ~4 SEAR ~ 1 ~ Q f CB 66 ~ - _ E r - ; - ~ ~ ~ DRAIN ~ , ?SERVICE - ~ '
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I ~ 42X - _ - , C8 65 'HOOD . STA 28+ 72 ~ 23 55 18 RT ' STA 32+55.43 18' LT...._~_ _ HOOD 72.86 STA 3 CB 88 2+60. - _ - - S ~ CB 87 41 18 RT - - ~ TA 35
E INV 61 . , HOOD 72.86 e W INV 67 t E INV 67.09: ~ ' HOOD 72.76 HOOD 72.76 - +b4.93 18 LT ' STA 35+87.26 18 RT ' W INV ' - ~ N ~ w..._,.._ OOD 73.13 _ . _ . ~___.K. . _ a_ E INV 66.19_.._.
M.~~_w _u, 4LF 8 ~ 7 85 t W 33 ~ E INV 6 . I ~ ~ ~ PVC S _ 67 08 i _ , - ~ ...E INV 68. ~ ~ ~ .HOOD 73.13 ~ - ~ s 63 ! ~ _ _ ~ , , - p E INY 68.14 ~ ' ~ W INV 68.18 W INV 68.62- ~ ~ '
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a _ ~ , 0 aw ~ , . @ Yz e , ~ t a ~ ~ ~ MH 41~ f 4 . ~ _ , - ~ 11YY bG.13 W INY 68 39 ~ , , 60,-? ~
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1 , - ~ a ~ ~ r , , R fi ~ ; 9 RIM 72.62 ~ _ I - ~ i r ~ ~ ~ 8"PVC SANI F ~ WER @ 0.4271 ~ 117 .4211 ; "PVC SANITARY ~ '
~ r ~ , t S INV 64.50 I ( ~ ~ ~ ~ 3 a ; z--~.__.__ ~ N 1NY 6 ~ ~ 4.40 33 F . w;._ I ~ ~ . x @ SE ,w..__~ .e._._. _ . > f WER e 0 383LF 8 ,;a.._ . _ ..r. 10 SEMER MIII ! ~ ~ ;
t { a 8 pY~ S _ , ~ - N ~ ~ ~ ~ AN ~ 4 SERV INV 66.28_-____----------~..._~_r _ ~ _ ITARY SE ~ 2' S r ~ , TAR ~ ~ ~ ~ _ ~ - ~ ~ { O ~ J
d MER , ~ F w...~_ Y SEMER , , ~ , 0.42X ~ _ ~ _ R e 0.4271 ~ ~ ~ ~
2 _~~-_m, _ ~ ~ 7 - , - 4 _ STA 6+70.8 a ~ ~ - ~ . " ITARY SEWS , F 8 PVC SAN ~ ~ _ 9L , 22 ~ ~ _
a I i - - ~ ~ ~ RIM 73,07 i o ( 0 e f~~-~ ~ ~ MH 59 f I ~ ~3.._.0. ~ . ~ , ~ ~ 3 3 ~ STA _
_ _ - r_ _ S INV 63.0 ~ , t I ~ ~ ~ ' M INY 62.90' d,._._ w , 3+65. ,?1 1.86 T ~ ~ -MH 44 i , ! ~ t , _ ~ RIM 73.09 E-'
, .~w- ~ , 3 , ~ ~ ~ ~ -a___~_~__ ~ ~ 4 SERV INV 6674' ~ ~ _ ~ STA 32+42.71 ~ ~ ~ ~ ~ G N INV 63.15 ~ W ~ ~ ~ RIM 72.69 ! ~ ~ _ ~
, 6 a ~ j ....~,~_._-_._.._a.,r._._ i 9 a ~ 4 , . - s a ~ ~ ; a ; o- _ ~ § 1 r E INV 63.05 ~ ~ 43 ~ ~ ~ N INV 62.56 ~ "
a ; t ~ - ~ i ~ ~ j . ~ w_.4...,,M_ f 1 ~ s { ~ ! e 0 f t ~ 4 SERV INV 66.8 STA 3 ~ ~ E INV 62. E s ~ _ _w._ W~~,.._~.~, Of08.35 . _._et-...m " ; 46 _ ~ P ~
~ - . ~ - ' ~ " _ " ~ s 7_ ~ i - E ~ ~ ~ ! _ _ 1- e ' 55 ~u,o,~. 66 , k 'RIM 73. ~ 4 SERV INV ' F , ~ , w
T ~ _ ~ ~ r 9 _ i ~ ~ v ~ f ~ q ¢ ~ < u ~ - _ - t x 3 - ~ ,a._.___~._ t E INV 61.50 _ ~ , -r-- . _ t _ r , E 0 s ~ - ~ w INV E - t
, E ~..,...~,w,,. i - i - e ~ , d j ~ 3 ~ r 61.5 _ ~ _ _ . ~ ~ _ ~ ~ ~ ~ 1 1 { y ~ - s r S INY 61.30 ~ ~
~ ~ ._,._.e_-,_.._.~ . ~ € i m__~- i i F a 4 SERV INV 67.22
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WINTERVILLE TOWNSHIP PITT ~ ~ UNTY NORTH CAROLINA e , i ~ ~ ~
_ _ _ ._:.w_~ OWNER COLUMBIA RIM CORPOR i ;
TION DESIGNED: WKM c/o MR. MIKE DeFREES -
ADDRESS 13023 N.E. HWY, 99 S UITE 7 _
VANC ~ DRAWN: JHT OUVER, WA 98686 ~ ~
- _ _ , ONE [phone] r ~ _ r i i _ i
OVED: WKM r _.R.._, , _.M_~._.~ _ _ ¢ i { ~ i ~ , u
_ I _ ~ E r ; i -..m -m. _ - J F F i E u .o-......... t k i . e.,., u,...` tl ~ -
S & DATE: 01/27/06 _ _ ALPAS ASS OCIAT : _ , ES i ~ ~ ~ V r
645 EAST ARLINGTON BLVD., SUITED GR SC .HOR: 1 50' ~ _ i.~.,__ .3 v
EENVILLE, N.C. 27858 a~E.~ ; 1 - 2 , [phone] ~ _ rv_ _ _.-W._ ~w.~.~ ~ ~ 1 r e ~ y ~ ~ ~ y - + t a r ~ y
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RHINESTON DR[V C NTER~ INE CURVE DATA WILLIAM K. MALPASS, P.E. 16823 I 10 , ~z o ~ ~ 19 \
CURVE RADIUS ~ L NGTH CHORD CHDRD BEARING ~S Z -o MOONSTONE COURT CENTERLINE CURVE DATA ~ ~ ' \ ~ \ 9 99 ~ ~ / / ~ nom,,, ~ 6 NI ~ , 0 ~S ARC \ rq l a £9 9g N \ ~
C13 150.00' 249.35' 221.62' N 42 40 36 W ~INr ~ ~ , I 198g CURVE RADIUS LENGTH CHDRD CHORD BEARING -
C14 150.00' 41.91' 41. - ~ ~n"~ C15 304.00' 77 S 55° 31 42 W
C16 304.00' 50.87 50.81 S 58 44 21 W C17 150.00` 21.35 21.34 S 51°56'02"W
152.31 145.85' S 79°00'43"W
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~ " $ 'STA 36+50.00 II~STQE DRIVE ! I ~ - ; ; I ~ r ~ ~ i g FE 73.29 ~ , - ~ , ~.,,n , ~ 100' YC I
I- I ~ I 1 i i ~ ~ { , z , ~ fir} ~ f ~ _,..._._100 VC.. a._ ~ 3 , END t 1 15.06 _ _ _ ~ - _ , , ~ : 100 ~~-VPI STA = + VC _ -
i ~ STA 44 ` @ CDS " ~,~._~.~-100 V ~ ~ ~ ~ I 8.86 RNI • VPI ELEY = 71. .VPI STA ' z 3 .00 r ~ _ . ~ ex = 0.21 ` ' VPI ELE -
' +5 C ; NESTONE DRIVE • r _ ~ _--__.~._~--100' VC ' , , VPI STA = 37.50.00 -~_m_~ - , ~ ~ f - :FE 73.68 ~ ~ ° e ~ , , ~ 02 .--~IT.. -Y 72~ 40 VP[ STA = 6+01. z INTERSECTION _ . ex - -0.13 ~ , , E = 71.43 ~ VPI ELEV = 71.14
, 'VPI F _60 = 39 37.27 VP I S 60 VC 60, VPI = ~ STA + ' ELEV 73.78 ~ ; INTERSECTI _ _ i ~ ...STA 0+00.00 R ON MOONSTONE COURT FE = 72.27 ex = 0.12' ' STA 2+75, q5 MOONSTONE COURT STA 23+32.72 ~ I
41 ` . _F VPI ELEV = - _.a ex - 72.47 I , - -0 15' ~ Iz • ~ , I _ ~ ._VPI ELEV = 73.41 VPI STA = , , ; ' RHINESTONE DR[VE ' .STA 0{00.00 ZIRCON DRIV ~ ~ fE = 71.26 _ E 72.62____' ~ E ~ , END ~ CD _ ~ ~
FE - ! - ex = 0.18 ' _ _ VP - ~ , . 1 73 65 ~ _ex = -0. ~ I STA - ~ YPI STA = ; ~ j { ~ FE = 72.65 ~ 18 I ; 42+20.95 ' 42+98.74, I ! I ~ - ~._._----_-_FE 72. ; _ STA 7+38.7 i i i ~ I i 03 1 MOONSTONE COURT ~ ~ _ f ~ ~ i FE 71.
_-.._LL.._ .m___._- 43+83.411 ` ~ ~ ~ - V - ` tFE = 73.23 i VPI ' I ~ I ~ PI ELEV ' I I I ELEV - , I , - _ EY - , ~ ~ 83 ! ~ ~~._..__.R__~___ i ;
INTERSECTI - VPI EL - ~ , ~ { ~ --~-.___..___.__,_._.,STA 40+71.41 RH 36 - ~ i r - _ _...73.53. , i , _ INESTONE DRIVEm; ..-..a_.~~~_m ? ~ 73.11 } e ~ ~ ; , _u ._~__.v__- , - ~ ~ ,
..qex 0.17 _ r _ ~ STA 16+80.46 IIRCO I I _ ...G_'__ex = -0.15'._... _ N DRIVE , ~ .FE - ..-mex 0.09 .w~ ? I _ 72.53.... FE = 73. ~ . F . , ~ i 4 _ p , _ r_
" FE 73. ' _ ERSECT 0 N-~_ - , r I 23 ~ INT = 73.2 r_ ' ! ~ ~ R - r ~ _ ' ~ G
ION ~ _ ~ I ~ STA 43+13.74 R ~ , , , ' I ~ 1 ~ - ; _ _ HINESTONE DRIVE ~ L r __--u,~.~ .~__.~._r FIRE , - , -m...~. n i - • , 1 . _ _ HYD
STA ' ~ I ~ I , r HE 0+00.00 C _ E F ~ , I 1 1 t SMOUNT DRIVE 3 FIRE E I • ~ FE ~ , _ ~ 73.42 HYDRANT • ~ ~ RANT ~ ; _ z _ ,a.__ ~ _..4. _ x, ~ w~..,~.. _ _ _ _ _ _ 1 . ~M ~ NOZZLE _ _ a ~ .A„. .
1 ~ ' n r , ~ _ , .~.--...w.,.._... 4 , ~ ° x _ _ , .......~.~......~.w.»a,„...,.-.--, t I - ( .,k ~ 1 4 ' ~ E i - i ELEV 73.73 ~ _ ~ _ 1 I ~ ~ F
NOZZLE ~ ELEV , , 75.15. I a _ ~ i ~ ~ T - i ~ C i - , 1 , .
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f x .~._m_~.._ g _i ' r- ; _ ~ , ~ - _ 1/ DRAIM ~ ! ~ ~ 6"PLUG i 12 MIN ~ ! r ~ ~ ~ ~ ~ ~ ~ - ~ ~ - _ , W.w~~ , ~ ~ ~ ! _ , ~ t
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F~.I _ , I I rt _ I - i ? :PROPOSED 6" t , -e 9 . R U .ro_ MAIN ~ ~ i - ; _ SERVICE f SEAR " VC - ; , ~ 1 _ ¢ SERVI 8 P ; . SEER e , ...~m _-..~~k~_ - CE BOLE _
G ; ~ ~ - ' ! MATE 6 PL 1 SEER ~ ' U~ _ _ , ' ~ , 9 K EMERY , - _ O~ 9 LF 8 py i SANITARY sERVicE ~ SEMER _
' SERVICE ' ..~~~w. ...~.e.rc., a i i ' p A ~ , r .I ' STA 1+31°97 14'LT @ 0.42X " SEWER a 0.42 SANITq sERVICE I RY SEME•° ~ PVC SANITARY , ~ H _ ~ R I LF 8 219 y_ _ OD 71.57 : - ~ 0, 41 ~ ~ _ ;
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VC VC SANITARY SE , 1141E 8 P 383LF B P ; 151LF STA 7+38.71 ~ ~ ' ` ~ ~ _ _ ~ ~ HOOD 71.43 A 0+00.00 ~ _ ~ CB ~ 70 r .HOOD 71 43, - _..y...... _o_
Q 0.42X CB 94 , _ C Y SEWER - 114LF 8 P SANITAR STA 43+83.41 i ' N INV 68.27. M 71.82rv u.- i i ~ STA 1+40.00 14 RT ~ ~ ~ ~ ~ RIM 72.62. , s ~ ! ~ MH 48 S INY 68.10.
e 0.4211 MH 64 SEWER F - ~ CB 92 B 91 , 383LF 8 PV SANITAR `~°-14.69 LT~-~~-°~~STA 44+58.86 I ~ a _ E INV 65 44 ~ I , S INV 64.50 _ HOOD 71 57 i j ~ MH 47 ! STA 5+15.53 N INY 68.09.. ~ _ RIM i r _ 4 SERV eINV 65.61 , ~ ; S INV 67.18 1 z NpINV 64.40 ~ ' _ ~ STA 4+30.39 I 71 57
~ 0.4211 ! ~ ~ ! ~ STA 42+06.41 18 `LT - STA 42+13.74 18' RT ~ f•-TO W 59 RY SEWER ~ HOOD 73.37 _ RIM 73.6 ~ , SANITA i ! 62 ~ 8 ? i 61 - E"'~ ~ 1 , i' V fi..4 SERV INV 66.29__._--__.. ~ - ~ ~ _ ; F , N INV 67.17 t ~ - RIM 72.00- j W INV 64.52 i t r , MH 45 46..w.
~ ~ I OOD 72. ~ E INV STA 39+9. # 59 72 59 N INY 69 04 1 67. { 3 74 ~ _ _ ? S ~ " 23 ,MH 61 ~ RI a 4t r. ~ r E ~ } INV 68.66 INY 68.71 ; S INV 69.03` 4 SERV IN ? .....~w ~ W INV 64.0 ~ E INV 64.42 _ ~ , 8 _ !STA 1+7 ~ s STA 2+75.45 ..w_~.~_..~M a._r,~e ~ M ; _ c ~
- M 72.8 ~ V 67.40 $ ~ _ ~__r.~~..._ 38 74. t ~ 7 ~ 6 STA + MH 63 ' ~ INV 51 ~ 865 ~ , , ~ , MH 60` RI E INV 65.92. ~ STA 40+71.41 E , ' W ~ j _ 9 51 - - ~ ! E INV 63. 4 SERV INV 64.69-_.____._____ 98 , 1 ~ RIM 71.54 RIM 72.03 ~ _ 4 SERV INV 65.66 z I ~
M 72. 91 ~_.~.AU_a-4" RV INV 6 . ~ ~ ~ r _ _ - - CB 93 i ,STA 37+53.69, 6 5 ~ x ; ; _ ~ ~ . W INY 65.44 3 ~ RIM 73.23 i ~ , STA 43 ~ ~ " ...E INV . f ~ `W INY 63.74 ~ 63.35 _ ~ ~ .
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_ l- ~ 4"SERV I ~ ~ ~ HOOD NINV 64, 76 , _ .58 ~ CB 90 CB 89 ~ q" ~ t F 73.37 ~ ~ ~ - 00 + ~ I d i i t W ~ ~ ERV INV , 65.69 E 1 _ ~ _ _ .r__,_~. I
SERV INV 66.90 ' - a a 4" ~ STA 39+35. ± ~ _ _ S I NV 69.09 INV 67.29: 18 LT STA 39+39.28 18 RT ~ h5 ~ - , _ _ HOOD 7 . I ~ " ~ . ~ t- ~~~M , ~ s ~ _ w ~ 1 " ~ . i
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R~ COLUMBIA RIM COR - . PORATION - u . _ m ~e.~ _ v SIGNED: WKM T a 1 , a ~ - e ~ i i r
_~t~~ c/o MR. MIKE DeFREES a- ~ _ DDRESS~ 13023 N.E. HWY. ~ i ~
99, SUITE 7 VANCOUVER, WA 98686 DRAWN: JHT ~ _ ; ~
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APPROVED: WKM r... ~
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M _ A DATE: 01/27/06 _ r LPAS S& SOLI ~ , ATES , I ! is ~ - ! z 3 ! _ 1
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GREENVILLE N C SCALE•HOR: 1 50' ~ r 27858 ° ~ ~ a . r ~ x i S' I i i a ti~v i ~,.~ro _p~.... " - i ~ .
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BY N0. DATE DESCRIPTION SEAL ~ ~ I ~ O ~ \ i .r rJ O ~ ~ v, - = nc,, ~ u,, a ~ 1 ~ jlbd ~ I G I I z ~ o in 0 5 v S I I z ~ ~ ~n I n ~ n I m ~ m ~ I 011
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EMERALD PARK DRIV NI~HLINF CURVE DATq WILLIAM K. MALPASS, P.E. 18823 ~ r~, C1 I.. _ ~ I 9 '7 C m « I 0
CURVE RA~(~J~ iN CHORD CHOR~g« 1 I Q~1 _ aS /1
C1 1000.00' 29,89' 29.88' N 71°02'32"W
~_..._,.rv 100 ~ YC
.,_.._k a. n N~__. _ . , VC 100'
YC a ~ I I - -VPI STA = 0+83.80_-.~.. _ b,:.._~w- _ .~..w y,. ° <;,I,,~ _....-.~w. VC 100' VC
;VPI ELEY = 72.1 r _ 46..__-. j ~ VPI STA - 3+18. _ ~ i ~ 5 ~ YP I ST A 4 72.41 100 VC , ~ 4+72.41_..._ ._m.,.- - - _ , . ,.Y:: , ~ , 0 VC 100' V
a I i ~ i ; ~ ~ _ ' e ~ I ~ ~ VPI ELEV = 71.86 ° 3 _ - f VPI ELEV = 72.63 I ' I ~ _ ~ BEGIN BRIGHT-OF- x - 34 , I l WAY d FE - 72.49 I ex 0.12 YPI STA - 6+08.96 C 100' VC ~ - VP I STA = 7+50.00 ~ ~ . , 72.63 ~ • .
_I 1 , ~ _ _ L ex =-0.12' i . _ STA 0+00.00 EMERALD PARK DRIVE FE - 71.98- ~ ~ a ~ ~ I ~ _ i I -VPI ELEV - 71.95 ; ~VPI STA = 9+40.50-~~~-~ ~ L12 _ ~ VPI ELEV = 72.66 _ _ .~VPI STA = 10 - - ~ r~ +92 05 ~ °T-- VPI STA = 12 I ex - 0 13 ~ VP I ELEV = 71 70 _ +53 83 . a. .I_..__
_ I FE 73.97 s ~ INTERSECTIO ! { ~ _ ~ _ x , FE - T2.51 ~ t t N E , ~ __EDGE OF PAVEMENT _ , STA 1+70.00 EMERALD PARK DRIVE DRIVE ~ I INTERSECTION: I STA 4+72.41 EMER ?.51 I - _ ~ _ _ ex = x.13' - VPI ELEV = 7 . -..w-.,-__ FE - 72.08: _ _ . ~ _ ex - 0.13 _ 2, 46 ; VPI ELEV = 7 . 0 84 f FE 72.53 ex --0.19 ~ L_ _ i ,
~ ~ ALD PARK DRIVE ~--_STA 14+47.79 RHINESTON __~~-.--s-_-___ ' ~ 'STA -0+20.00 EMERALD PARK D RIVE ED I FE = 71.83 ex = 0.19' I I I FE = 72.27 s
I I I ~ RIVE ~ - I _ I FE € fi ~ _ ,-_.._STA 0+00. F 72 60 , 00 SAPPHIRE COURT d.~e ~ ~ ! _ E7440 ~ , FE - 71.03 ~ , f ~ I J I ( _ j r s " , a , I ' I 's I o ~ r e..
_ , I a ; FE 72. I I 51 I i ~ - 3 _ i ' _ I i E I ~ ~ - INTERSECTION ~ _ ~ E I _T___.._ ~ ~ STA 13+70.50 EMERALD PARK DRIV f , . ,
I ~ _ I ~ ~ I I I ~ ~ i I i 1 1 1 I I a _ ! I ~ ~ , 5 5 JADE LANE STA 9+93.
1 I ~ ~ ! ~ I _ I FIRE ~ ~ ~ I I _ , I I , ~ I - ~ _ T ' I HYDRAN IRE ; ~ _ ~ ~ ANT ~ ~ i ~ I ~ r ? I ! ~ ~ FE 71.42 I _ _
e ~ t NOZZLE ,~.._.~-w.~.._ I , , ~ , G , ZLE ~ ~ ~ i
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0 ° W .....~.~..__~_5 , e ; 0 5 ` ~ i , NOZZLE ' e ! I , ! ; , i ; -0.50X
I ; ~ 3 ~ ~ - " k c._ 4 t- _ _ f 1 y- i I ~ f ^ ~ 9 I I ~ ~ ~ r _ I _ ~ - ~ EY 73.08 , .~m.~_.~.- , , ~ - I ~ 5 mw°.a f
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' C I ' ~ ~ - ~ 1 1 m_.._-.,_.~ t ~ M I I N I ' • F _ 1 I ~ t s
8 WATER MAIN a ~ ~ 8 45 DIP a I I , I ~ ~ , ~ ~ , !g w , TEP DOWN - ~ , p , ~ i 3' IN ~ ~ ~ I I 1.p~ s I ~ o ~ A k I ; , X ~ ~ j : , , i ,
i ~ p - ` ` ~ ! ~ ~ _ ? _r.~.....,-,_ ~ ~ ...n m~_~._ ~..~UNDER STORMS 2 WATER MAIN ~ F ~ ~ E , I _ _ , i ~ 1 ~ I
~ - ~ ~ ~ T ' ? ° ' ~ ~ ~ ~ :DRAIN I --F-- c a ~ w ~ ; I • ; _ . PR - I ~ ~ ~ F 1- i . I 1 ~ ~ ~ ~ } I f
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I ~ C WATE r'--- , i z p ~ ; ~ R MAI i j ROPOS _ _ 8 ' I ~ N--+---- ED 1 Y I ~ ~ a I _~.A.~._..___._,_.__ a r t . v OPOSEp I ~ , a ~ _ _ _ a._-..~ z_ _ , ~
~ CB 40 ~ u„ _..u,_ i ° 8"PV ' i t~" R MAIN ; ~ , - ~ I ~ 1 I ~ C ~ ~ , r WATE I ~ , ' ~ - ' _ , , ~ ~ ~ ~ I ~ - ~ ~ _
j STA 1+14.05 ~ ,____.._~-r ~ i 26 RT , ~ p . ' d I I ~ _ ' -r _ HOOD 72 l ~ ' _ g i .28 12 MIN. ~,,._._k..-- } 9 _ r ' - - r- r----~ ( , ~ ~ _ A ~ I RQp _ , ~ N
~ , , _ S INV 69.11 ~ ~ I . _;.__:m I ~ i ~ ~ SFO ° I 8 WATER MAIN _ -_,m, _ , _ 9p e ,
i P. ~ E I ~ i I ~ w v , CB 42 ~ s 1 E t 1 j . `I.... I s ~ 8 45 DIP;.. ~ _,w._~._.__--~_ fR ~ f f ~ i X147
' L ~ I r _ E _ c { °STA 3+35.50 18' LT ` + ' I , , ~ I s r 1 , < ~ , - f I f- . CB ~ s ~ HOOD 72.08 t__,___________ x_._..__- . , 12 MIN ~ s ~ ~ ~ r N_.. z- ; d.__- ~ M I i STEP ~ n-_.. ~ DOWN ° , ~ - ~ _ 12 MIN 6 45'DIP r , I I ~ .M..~. -,~__.-w
r , ~ 39 I 1r__ } i r~ I____. ' _ N [NV 68.54 _ ~ . .STA 1+14.05 26 LL__. ___._~.~I_.._.~.. ~ 4'SEMER r_ ! ? R STORM _ ! STEP DOWN °'~1 ~
I - i ~ ~ t } ~ _ S INV 68.53 x _ . w... MER WI OD 72.28 ~ - - SEROICE 'sE DRAIN ° ° ~ , ` ~ UNDER STORM E ' ! _
1 - ° ~ ~ - ~ I ~ ~ N _ ~ ~ 4 SErEA ~ I l L I L i I INV 69.20 ~ I sEr~ WIN P s~n~ ~ a F r I I 9 SEMER WIN ~ _ _ ~ _ ; _ ' DRAIN ' ~ _ ~ I ~ = I r ~ , __m . SERVICE t w ~ _ a- c . - I ,
. ~ ~ , ° E t ~ - ~ . - _ , ~ i - - ~ a ! ~ S 1331E # 1- ° I ~ ~ ~ ~ ANIt 8 PV ? : I CB 41 AR C ' ~ _ i i 0~ _ ; ~ - - - ~ SEMER - _ ~ _-.,-._I_. , , , ,
~ ° , _ t . I r ( 9 y r C STA 3+01.42 1 ' ~ - f EAR e ~ _ BRT, _ , SERVICE r t a MIN CB 48 _ - , CB 46 CB 4 F i DIPy~°il I ~ g ~ _ ~ 8"45° f _
68X _ . _ t z ~ MH 31 1 ~ r ;HOOD 72.08 ` ` - . STA 6+07.41 18 RT S + ~ ~ ' STA 9+40.50 18' RT ' ! I i ~ _ , - TA 6 10.50 18 LT STEP DOWN H I l
, N INV 68.69' + ; z ~..T.-.M..__~. _ _ 1 3 35.50 HOOD 72.16 HOOD 72.16 OOD 71.91 ' UNDER STORM ~ ! ~ ~ i _ N INV 68.38 I ~ ~ 2991~iu 15-N !NY 68.05. _
F r _ "~"~E INV 68.6911 M 72 .W w.~. _.~H w4. i y _ I_ i I ? I , , _ I °S INV 68.681uv a~ DRAIN ° LF 8 PVC S INV ( I . 68 36 !
_ _ •I V.I.JJ t x _ ; ~I 33 a l_ E ~ p 4NSERY INY 65.66 i _ _ K ~ ` _ - _ , CB 47 ._e._.~ ry _~~n STA 12+70.50 18'RT i
_ , 29 ~STA 4+72.4 - i 1~ F ~ ~ _ _ { ; ~ `STA 1+70.00 _ ! ~ _ _ _STA 9+40.50 ! HOOD 71.09 ....w m. F... .w..~ 18 LT ,
- - a ~ --v RIM 72.51 .__a ~ RIM 72.60 .._.._wao.~ ~ , 6~, ~ ' k I f ~ ~ .;_._._._..~_._.~._-----___:__-___~._..N INY 63.95....._ M INN 67.04 ~ W HOOD 71.91. _ ,
L _N INY 64.52 ~ _ 64 42 } { _.__-1__..__.~..~._ I E INY . 1 ~ ..-.._.._...___._.._._.4_.-. 1 I 271LF " ~ S INV 67.03 N INV 68.09 ~ i ~ a ~ E BpyC ~ , _ W - ~ E I ~ S I NV 68 !
i ~ ~ , S LNY 63.85 ~ ~ M INV 64.32`_a.,~~° r . _______,__.~._;MH 34~ ;
_ ~ i s ~ _ i 4 SERY INV 66.17 . ~ ~ ~ ' I ~ ~ . ~ __w.._.~- _ STA 12+70.50 18 LT ` STA 7+75.50 a ;._.,w_ _-v~.~ ~ ~ t- ; RIM 72.50 ~ _ ~ ~
t ~ _ ~ - _ ~ a - , - 1 a_~,~ 4. ~ ~ HOOD 71.09 ' ~ _ _ ~ - ~ ~ ~ ~ -r ~ ~ ' N INV 66.93 W
u~~- ~ ~ ~ ~ ..~.;.__,n a ! _ ~ ~ ! ...._v.__-~_-__, INV 63.08 ~ f _ ! `S INV + s ~ F l 6 _ _ ~ ~ , i _ 66 92 W
Y ~ ~ _~.~._.~-_~.._m_.._.....~._~.. 6 _ ~ ~ ~ ~ a t _ ! { f ~ M INY 62.98. ~ P ~ , - ~ ~ ! ~ _ _ ! _ ~ ~ ~ i 4"BERN INY 66.17 M ~ MH 35
f _ ~ i ~ ; ~ ' _ n.~.....~w ~ ~,:..._~~.m f _ ~ ~ ~ I ~ - { ~ i ~ 1 s i - ! ~ ~ ! 316 ! F N s_ t t i I ~ ~ r 5TA 10+50.50 ; - e
, ~ ~ ~ ~ ~ ' i ~ - i u V~ , } RIM 72.24 ! ~ Sq 4 ~.u...a._„_ _.m._4
I i ~ _ y ~ I ¢ 7 _ ~ ~ I _~.__~~w_~ rrq E t ~ ~E INY R ~ _ ~ 6 SF ~ ~ ~ ~ , ~ , ~w INN 61.65 ~ i 1 ~R ~~R wip~
I ~ ~ ~ ; ~ ~ ~ - f_ ~ ~ ~ o E _ j_ . j ~ x ~ 4"SERY IN j ' ~ @ 1,1
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_ i ~ s ~ i ` 5__ ~ I _ _ S f _ i a , R ~ - ' ! TA 13+70.50. i
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j ~ w . i -n,~_ a , , ~ ~ ~ SIN _ F_ V 58.06 ; i ~ _ i <
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PITT COUNTY NORTH CAROLINA __m. ~ ' ~ . ` ' ~ ~ d p ~ 1 ~ 3 z--..
OWNER COLUMBIA RIM CO _,~_.w_,° RPORATION ' i s ~ y DESIGNED: WKM 1 e - ~ i t w-. v n f a ._...e_.". r
c/o MR. MIKE D ~ _ , eFREES ADDRESS 13023 N.E. ~ _
WY. 99, SUITE 7 a DRAWN: JHT - ~ t
VANCOUVER W A 98686 E.. - PHONE [phone]
785 _ APPROVED: WKM _ ' ~ - _
f _ . ~ ~ ~ ~ ~ . ; o ; I j ! { ' i f .ern .~..MU ~ _ _
M 01/27/06 ~ ~ I E DATE: ALPAS S & A SSOCI i ~ _ ~ - 1. i - - - t r.....,,~.. { . o
ATES 1645 EAST ARLINGTON BLVD. SUITE - D H ~ ~ 3 ~ i ~ s. i e.~,~-, , ~ ~ t e ~e..._.... i ¢ I _ _ I ....._N y .a,,.,..._ s._a_~ -..~m I ~ ,
G OR. 1 - 50 _ REENV scA~E ' y ~ ' N.C. 27858 ; 'VER: 1"= 2' j o z ; ~ ~ 1 v i i ~ ~ t < ~ -0- S ~ " ' 1 f c i a ~ _ ~ -
[phone] _ m..~~~ ~ a - ~
SHEET 13 OF 20 ,M L~-. ~..~,~.W.. ~ ~ r 1. L r 1
~dgn~p800_p899~P812 BROWN PROPERTY (TH OMAS LANGSTON), JEFF HARRIS 812con.d t ~ ~ t E N.~.ved„ m-.„ i - i ~ : i i
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//~nQllllll11111~~~ ZIRCON DRIVE CENTERI INI CURVE DATA ~
ARC ~ CURVE RADIUS L N TH CHORD CHORD BEARING
C18 SD0.00' 74.23' 14.16' N 46'43'43"W
WILLIAM K. MALPASS, P.E. 16823 C19 420.00' 253.03' 249.22' N 33'43'22"W C20 420.00' 156.94' 156, 03' N 05' 45' 32 "W
C21 300.00' 21.46' 21.45' N 02' 19' 23"E
r

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s ~ I 100 VC ; . 1 100' VC ~ ~ ; ~i r, __.w~._... ._.._M_., . .~a.m..
' ~ I ~ I I 100 VC 100. VC 100. VC ~ ~ ~ I i P 5 VC ~ 75 YC j 75 YC ~ 100 VC ~ ~ ~ ~ ; 100 VC ~ , I
YPI STA = 1+99.67 ~ I YPISTA = 454.38 i ~ VPI STA = 6+50.00 ! _ + INTERSECTION i i _ - 8 15.54 VPI STA - 10 23.98 VP 1 STA - 11 +29.38 YPI STA 12+25.29 YPI STA - 13+44.80 ~ VPI STA = 15+50, 00 ~
I VPI ELEV = 71.02 ~ _ I _ STA 8 STA 0+00.00 ZIRCON DRIVE VPI ELEV 73.49 YPI ELEV - 73.09 VPI ELEV = ~ INTERSECTION VPI ELEV = 72.26' ' VPI ELEV = 73.30 ' YPI ELEV = 72.77 VPI ELEV = 74.00 ! YPI ELEV = 73.40 ' ~
STA 2+75.45 MOONSTONE COURT _ ex = 0.18 ~ ~ ~ j ex = x.19' ex = x.13' - - e = . I I x 0 1. FE = 71.20_.. ~ ~ ; _____.-+-____..__~6-~---FE 71.97- ,.w ~.~,.,m..~.~,._m..„ ~ m.~ .m_ _ - FE = 73.30______x- ._m__..___. ___--__FE = 72.96 - _ ~ _ , , VPI ELEV = 74.43. ~ STA 16+80.46 ZIRCON D ex - 0.13 ! ~ ex --0.09 _ _ ~ ~ ! _ , , RIVE ex -0 17 ex ~ ex - 0.13 _ ex =-0.18
1 a _ ~ _ 1 ~ ~ w.An..m .FE 72.3 E _ ~ _ ~ ~ t -STA 40+71.41 RHINESTONE DRIVE ...FE = 72.39.. y,_g..., -,A~..., ' FE = 73.21 ~ ~ _ ~ ! FE 72.94 FE 73.83 FE - 73.53..x. __,:__-___FE = 74.25-~, ~.~.a~ ~ , -~m-.~ ~ _a_ ~ FE 73.23.__.._
~ ~ ; I ~ - ¢ ~ _INTERSECTION I ~ S ~ ~ . . P f I I r ~ 9 _ I ' TA 5+89.77 ZIRCON DRIVE ~ ± INT RSECTIO 1 I _ ~ ! ~ ~ . _ FIRE ~ ~ ~ f ~ ! t I ~ ~ ~
1 a TA 2 70.00 JADE LANE } _ ~ I I ; i _ i FE 72.79 ~ ~ _ ~ STA 10+24.07 ZIR ON DRIVE ! ~ HYDRANT ~ ~ ~ STA 0+00 00 PERI OT COURT a
t t I , , ~ ~ i ~ ~ ~ , , ~ ~ ~ ~ r~ ~ ~ _ ~ N LE ~ ~ ~ ~ ! _ j ,.a ! FE 73.21 _ _ . _~m.. ~n-,~... ~,~,.n_.. ~ _ _ i ~ ~ I ELEV 75.75
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f f -0° 2 1 j~ 6 I I ~ ~ I ~ ,X 0~ 1 I ; ; t k ~ , _ I
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I ~ ~ -0.48 ~ ~ I ~ ; - ~ f , , . X s I _ ~ ~ , a ~ ~ f + F s _ - ~ _ . - - ~ ~ i _ ~ 1 ~ € €
~ . s i 3 MIN ~ ~ ~ ~ ~ ~ 8 , ! E _ - ' 8"WATER MAIN i
_ ER MAIN 8 WAT 1 4 ~ ( S ~ i 1 I 6 WATER MAIN { i _y ~ ~ ~ R MAIN _ '
g-- SF.;i.rCT P$Ai;>ZP(I1. t I i ~ ! ~ i k - x ~ I ~ ~ ~ ? I j .,6 1 ~ ~ MATE _ , I ~ 4 , , 6 8 pVC O _ ~ ~
WATER MAIN ~ -1----__ 1 I ~ I ~ ~ _____-3 MIN- - - - - _ s I I i e j I i f ~ s ~ ~ i POSED. _ t P ~ - ;
y i ~ ~ _ . , I 1 ~ , , ; ~ ~ ER Ma I P , a TER MAINS ~ s ! ~ I I _ 4.w .v,~_. f,_.... W 3 a r _ , PVC , _ r _ _ _ :
_ I ~ i i p ~~1 R~O~ a I 1 1 6 p~C - a p 6 PV ~ N I j OpOSED 8 ~ i E a R F o p
EO . WATE C , , 0~ ~ I ~ dp05 I i R_ MAIN PROPOSE M P ~ ~ ~ ~ PVC , _ . i i ' z ~ I ~ f i ~ ! i , . _ ~ _ _ j ~ _ _
i ~ 5 WAtER ~ r---w I OSEp 6"py _ MAI C WATER _ N ~ _ a ~ ~ ~ i ,
CIA I ~ ~ ~ __..m _ _ t _ _ _ _ N _ _ ~ i { ~ ' z
~ _ - ~ f ! _ _
fi.. e t L i i ? + t Y + ~ ~ - S ~ A . - , ~ ~ i ~ , i t n i ~ I ~ CB 82 ~ , J STA 11+11.62 18 RT; STA 11+14.30 16 LT o CBS 81 - , - , - ~ ~ ; :..STA 13+39.38 18 LT ~ STA 1350.04 18' RT i r J t ~ I ~ ~ _ HOOD 72.99 HO !
j I ~ I S ~ ~ s ~ ~ ; ( ~ ; a Q a ~ ~ ~ ~ 2 99 ; - t e sErm wt ~ ~ ' _ ~ HOOD 73.61 H000 73.611 ~ _ r ~ ~ " - W INV 68.65 E INV 66 60
I , 1 . R a ! r 1 l 7 y x - i -..i I 'E INV 68.50 M INY 68.58 9 W INV 68.59
' , _ . ___~._----CB 73l DOUBLE)--- _ _ Il _..w. _ _N _ _ . _._w_ _ .W__.. ~ _ _ P , n i I t ! W INV 68.49
I _ W ~ _ ~ I STA 2f00.42 14 LT _ 8 45 DIP _ _ r . a _u_.. - _ . , .~.._.m_.. ~~v,-_. _.w,. j t . _ E , r
NOOD 71.20; I , I 1 _ 0 W, o ~ _ ~ ~ 1 I ! I ( , , E i ~ i € !„T-! ' e'SErER ~ul~-, ~ E [NY 67.72: ~ STEP DOWN ~ ° ` ' i ' ; ~ ~ UNDER STORM ~ € ; _ ,
I ~
~ f. w inv n. n ~ j - a ~ _ ~ 3 ~ 1 ! UIiA I N _ _ 42 E { R@ WE
~ ~ 3 ~ 1 ' i ~ 2 MIN ~ f I 1 CB 74 ~ I N ~ " TAAY ~ ~ ~ g PVC SANI j ~ a 421LF
. I . _ ~~.r ..u_..v. ~ W ~ STA 2+00.42 14 RT _ . _ ! ~ _ ~ ~ ~ _ , ___-------1--_-.___.... 1 F e'SEMER w1t ~ _ { , i ~ MH 63 F I i ~ ~ ~
i ~ ~ !HOOD 71.20 j ~ _ ~ ~ ~ : C W . _ _ a _ N~,.., . _ _ _ _ _ _ _ _ _ . ~ _ _ _ . ~ i STA 16+80.46 R _.AIM 73 i
~ W INV 67.81; ~ ~ ~ , ~ ~ ~ U~ ~ 271LF 8" ~ I i Pvc sA IT w } R Q .421< . ~ 0 ~ ~ " ARY SE W INY 65.62 ~ ~
N , ~ ~ ~ i ARY ~ ~ 3 _ _ _ ME ` ~ , 8 PVC SANI I ~ i { z___ 228LF S .INV 65.42 { ~
' ~ ~ ~ : X _ ~ 1 I , _ ~a ~ .42~ SEWER @ 0 Y ~ MH 54 i
MH 46 ma..~ .rv~~. .._..~.G s ~ ~ ~ ____..__.~~,w...._ . . " VC SANITAR _ 9 a n 6 ~ ~ ' " STA 1255.03 159LF 8 P ~ ` ~ - , _
a ~ : STA 0+00.00 , 313LF 8 PV ......RIM 72.03 ~ ~ _1 ~ TA ; - e _ ~ C SANI _ - I ~ 0.42 e.. _.~~.....w_.T_.~~..__ RIM 13.84 ' a a a w~,. . _ r.,a..~~ ~._..w....__ 421E , i ~ E,, _ ~ ~s,_.~. w._.
RY SENOR ~ p ITARY SEWER E INV 63.35 ~ _ a - ~ _ ~ 0.422 PVC SAN _ N INV 63.65 MH 53 ~ _ ~ ~ s X e R S INV 63.55 _ r ~ ~ ~ _ ~ W
266LF , aW INV 63.35 ! ~ MH 50 I ; ; ~ a - ~ { ~ ~ ~ ~ , ~ ...STA 10+24.07 f a , _ ~ a AIM 73.06 ( ~ _ ; ~ {
a ~ , N INV 63.15 STA 2+74.79" - , _ IM 71,19. _r_ ~ ~ _ ~ TAE a -a ~ R MN 52 _ } ~ 1 9 ~ 3 ~ I ~ ~ j ` , ! M INV 62.69 ~ ( P ~ E
i E i ~ ~ ~ ,~e.-~___.._... _ _ _ S INV 62.01_ ' RII _n_....~ f.._r_. _ ~ ~ INI TA 8+62.70... ' s RIM 72.50 N INV 62 59 t i ! ~ ~ _ _
-3----____--....__I ~ o'~r~a wiN ~ ~ N 1NY 61.91 ~ ~ r F t a ~...~_~_S INV 62.49 ~ , INV 61.82'--._.__..__ _..._.._._m___..._ _ .o~____~.__,_ V , i _ _
2 ; MH 51 ~ ! _ CB 75 INI ~ STA 5+92.19; r INV 61.72
- ~ ~ - ~ _ ~ ~ ~ STA 8+15.86 18'LT ~ € _ ~ _ - ~ ~ , _ i ~ TRIM T2.80 1 HOOD 72.47 6 18' LT ; s W ~ i - ! • - 3 - ~ ~ ~ ( ~ ~ ~
~ ~ i 7 } E INY 60.60 ~ N INV 65.48 _ _ 1~ D72.47 ! ~ ~ ? t _ ~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ { t ~ o ~ i V 65.48 _
; ~ ! M INV 60.60 S INV 65.47 . + ......._v _ w N INY 60.50.. W ~v..w,-__ - ~.m r ~ ; ~ a ~ ~ , V 65.47 , ~ ~ fi r
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_ S INV 60.40... C8 76 ~ ~ STA 8+15.23 18 RT r _ ~ : i C8 76 I , r _ { ~ - ~ ~ ~ ' ~ ~ _
; ; ; ~ ~ ; ~ , HOOD 72.47- : ~ ; ' _ f ~ ~ ~ ~ ~ R ~ ~ r D 72.47 - ~ ~ ' _ ~ ~ ~ _ ~ t ~ 7 ~ ~ ~ ~ i - . -
, ~ ~ ; 3 ~ ~ ~ N INV 65.57- i ~ _ ~ i X 1 ~ { ' ~ ~ j ~ r. B : ~ V 65.57. , i ~ ~ ~ ~ a ~ f s ~ ! " 1
S INY 65.56 , j . - E ; , _._..a.. __A._.__w. _ Y 65.56 ~ ~ ~ I i f ~ x 1 a _ ; ~ a r e ~ i
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WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
r _ . OWNER COLUMBIA RIM CORPORATION s DESIGNED: WKM , ~ ~ ~ r i i E ~ , . c i _1 N a ~ I ~ _
c/o MR. MIKE DeFREES ; { `t { 3 y i t ~ ~ _ . t ~
ADDRESS 13023 N.E. HWY. 99, SUITE 7 ` i DRAWN: JHT t k ~ i 2
a_._s_ VANCOUVER, WA 98686 j ;___a _:w : a ~ i 3 ~ t ~ 1 1 i t i ~ E
ONE [phone] a ~ APPRDUED: WKM , _ ..n_ __.n _ i ? z t 3 ~ 4
o ~ , ' a ~ g `s s _ v u r ~ i.. ~ . , ! _ F. ~ ? ~ 1 ~ i ~ .
__1 3 0 DATE: 01/27/06 - ' t 1
; , - ~ _ : MALPASS & ASSOCIATES ; e _ ~ F ~ ~ ~ ~ 1
1645 EAST ARLINGTON BLVD., SUITED .HDR: 1 50' ~ SCALE. " ' ` _ ~ _ .__w__ _ W-A___ _ ; _ _ ~ _ r.~~._..._..,., ~ _ .r~....,..._._...._._ .r_.....,.,._~.~_. GREENVILLE, N.C. 27858 vER: 1 2' ' .
[phone] _ ~.t, ..,a.e.., ..v_.......w._ ~,a...m...a.m__.._... i 1 z E
SHEET 14 OF 20
M:~dgn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSTONI, JEFF HARRIS~p812con.dgn
3:57:48 PM 5/5/2006

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WILLIAM K. MALPASS, P.E. 16823 MASiE_R'S LANE CENTERLINE CURVE DATA ' ARC
CURVE CURy_F RADIUS LENGTH ~ CHORD BEARING
C23 C24 C23 115.00' 115.82' 113.72' N 38°21'15"E C24 115.00' 126.97' 124.20' N 36°31'46"E
_s.~. 'o ;;gym r,.;t~ 100' YC m~. M. , r _ ~o., ; I
_ ~ ! I ± I VPI STA = 1+89.96 j _µ,.n ...v.~_ ~ .e,~.~~. f i ~ VPI ELEV 66.71 ~ ~ a 100' VC ~
_ , - ~ _ ex =0.13' s I ~ i ~ 100 VC. 100' - _ VC ~u. ..-..~,n _ ~,~_.n _ 100'
I , ' , k i ' i FE = 66.84 ' ' ~a.. . n,_ _w_ . .
;STA 0+00.00 GARNET WAY ~ , f i F- INTERSECTION ' END a P/L I j 1 FE 67.66 I INTERSECTION ' ~ I ' f ~ STA 000.00 f ' YPI STAx = 1+55.00 - YP - a____u I STA = 2+50. 00 VPI STA = 4 ~ +00.00 `VPI STA = 5+84.21 ' - ~ - ~ ~ ELEV = 68.55 ~ - ~ YPI ELEY = 70.45
CNESMOUNT DR 1--STA 3+05.91 GARNET MAY I STA 44+13.74 RNIN I STA 1+40.00 CHESMOUNT DRIVE -----_-BEGIN a EDGE OF PAVEMENT ESTONE DRIVE i VP - _ a ELEY = 71.50- ex .31 ~ , VPI ELEV = 70.56 _ , F { _ ' ex =-0.15' ! ex - ` '
STA 10+27.96 EMERALD PARK ~ ~ FE 74. - - - DRIVE -M----__ __..__a i 12 AVENPORT FARM ROAD ~ r~ __FE 73.42_. I - ? -015 _ ~ - , o FE - 68.86 ~ } FE = 70.30 ' _ i ex 0.12 ; _ FE - 71.35 ~ ~ ;
FE 67.29 ~ ' STA -0+19.93 GARNET MAY ( I , ~ ~ ~ I ._-1__ ~ ~ ~e..__rt._.; - ' ' , ~ ~ ~ _ , I FE = I _ 70.70 ~ r e.__ rt._..~-._..._... _ TERSECTION _ r , , INTERSECTION__~__~__: ~
L ' j , ! FE 68.03 f i ~ n + _ 1 ; EDGE z _ , ' _ ~ ~ I ~ ~ , PAVEMENT; I _ ~ STA O~OO.OO MASTER SLANE ' - _ } STA 2+50.00 MASTERS ..._e~ -..._..v_ W...___ STA 2203.58 JADE LANE ~ ~ ~ LANE r _ INTERSECTION;, ._nw a..~. _ E
_ ~ ; _ ; ; +1 , - _DAVENPORT FARM ROAD_ - ~ a a _ , i j , _ , . _ ' STA 15+93.11 TOPAZ DRIVE ~ .._a~..., ND @ P/L ' FE 69.32 _ Y i ~ ~ ! ~ STA 7+54.98 MASTER S LANE
I , . i ' . ; , I ARNET MAYI t - , a - - FE 70.30 STA 8+84.98 MASTER S LANE i ~ ~ _ ~ STA 0+00.00 TOPAZ DRIVE ~ _ ; ~ 1 ~ FE 71.62 , NE
i FE 67.53116"RCP ! ~ _ s ~ f w . ...-ae 1 r ~ ~ _ _ I , FE 71.43 ~ ~ _ ~ I
-y . e I , ~ _ - i a ~ ~ - , - ~ ~ - - , ~ 14 ° ~ ~ J - - _ _ p , , a._ . f I ~ ~ _~_~__..a ~ ~ i ~ x
~ F f ' ~ ~ r 0.50 - f. € { I ~ ` z _ i 3 ~ I E ~ ~e..__~.-_ , ~ r.,~..~..-- - _-.rm~,__~._~._., , _ ~ ~ ~ ~ 1 I ~ _ _ _ ~ FIRE
- ~ ~ _ _.d ~ , + _ ' I .50~ , , I ~ ~ ~ _..._.m.._.....~... VPI STA 8+00.73... _ _ ! _ _ - , ~ ~ ~ HYDRANT
~ 1 s , ~ I t , r ~ FIRE ~ ~ FE 71.20 i LE
_.,.e . r~.v~.. ____mm.,~~ . I ~ 3 , ~ - ~ ~ HYDRANT i - ~ 3 ~ ; ( p f ~ + ELEV 73.46
. ~._~_-_...-.a~~~ -__v__ ' , _ - _ I NOZZLE ~ ' I ~ I ~ _ , _ ELEY 7 . , 2 81 '
( ) r ? ; MIN I ~ I _ ; ~ I } { _ ; -_Y- 'i. ~ I - i I ~ j 1 4 9 X0.50 f S f _ ? 1 1 ..__.-_.._.T-_.1_ w. 1 , ,
1 ; 8 MATER MAIN , j s~ ~ , ; I ~ ; . - , ~ ~ s ~ ; - I = ~ _ • , s "^_...p. aux. a.e r_ , ' " ' . ry n.-. f r.......„
~ 1- i ' ~ ~ ~ ! t ~ j 1 9 _ , I I I ` 3 i F ; i I ,..._m...,.. ,e..cn .vn,.v Q s . I i [ ~ ' i , , 1 ._.W ~ , s , 1 I ~ , . { a _ 4 ~
i ~ ; t - _ ~ , 3 ; MIN 1 ~ - -f 4 , a N' , ' : r- o u.~ ~ v, . _ ~ ~0.10'~ ; , -0.50 ~ ~ ~ ° 50~ ' ~ -0.50 +0.5011 j
12 MIN i ~ , ~ pROPO , N _ ~ I r ~ , ~ ~ } ~ ~ ~ ~ ~ f - , I E ,__w~ ~ _ _ y_ ,_m~_.
I MA 8 PVC i I N' ~ ~ Mw._-_ I TER MAI - , g PVC I 8 MATER MAIN i N RppOSEO 3 I I E ..z........~ 4 . x ..m. 1 ~ { J - - .
P 1 i , ! I ! I ~ , I » _ s ' MATER MAIN I I , f I B i , I 8 PVC UNDER d ; , 1 ..__.-_...._...m__ ~ , ~ -i ~ 0~' ~ , _ ~ 3' 1 ~ ~ ~ -
f i - _ , I STORM DRAIN ~ , , . ~ I MAIN ~ a _~mM I I , j qq °0___ . ~ _ ~ ~ MIN ~ ; ~ 3 MIN i
# ~ _.u___;_ ! I I g"WATER I ~ • r ~ 1 ~ ~ ~ t ~ f } a _ s , ~ ; . ~ ~ ~ ~ 1
I __.y E a , ~ , .~__.~.-b.-1 MIN _~M- x ~ I 1 ~ 549 _ a- ! , ~ i I
STA 1+50.00 2 . ~ 1 .1~ LT ~ , , o f i i ' ~ I HOOD , • 66.85 , t ~ ~ ~ ~ I_ ~ , { ~-._~'m~.. ,~...m_~_ ~ ~ ~ - , t B
~ ~ ~ ? , ~ ; , ~ f . - , E INY 64.61 ~ ~ ~ _ ~ I 8 WATER MAIN 6 WATER MAIN IN PROP ' _ ' - , , _ t 3 M I ~ 1 I AtER EO 8~ R~ , r TER MAIN I 8 PVC. _ M' ~ ; ~-..a~ . _ _ ,
I ~ 1 I ~ ~ ~ ~ r ~ _ I g "R ! P n , _..__~.w.~._ , P C ~E ~ , ~ ~ , p V AT row_ _ _ I y a ~ pROPOS ; , ~ ,MAIN i 1 , , , ~ ~ a
I I CB 23 a 3 _ STA 150.00 23.46'RT ° 7 _ VIII ~ ` 8 SEMEN ~ f t ..R ~ ! ~ r:r: @ 1 P 5 , t 1 ~ ` ~ PROPO ED I , 8 VC ~ _ _ . P , PROPOSED ~ a Y ~ , • ~ VC IN _ _ _ ~ o 8
y d I i i 1 , - _ 1 ! ~ _ HOOD 66.85 a ~ ' ~ I R ~ f ; s ~ -1 ; _ ; , F ~ ~ _ _ _ WATER ' MAIN ~~1 1 y ~ ........WATER
~ z _ ~ ' j a , _ I ~ M INV 64.55 1 i I 1 1 1 ~ ~ _ _ 1 , _ ; 6 WATER MAIN a ,._.._,m.. ~1 , I • ~ ~ , ~ ~ 1? ~ ~ ~8 45 DIP w_..._
I N INV 64.54'__1 E ' ~ e ~ I ~ , ! ~ y ~ + 1 ~ I ""~-1 ! ~ _6 45 DIP ~,~1 , ~ , ' STEP DOMN ^ ~ _ 1/I r i~ ~ ;:STEP DOIIN
i , i g i r , ~ , i i j a. , ~ ~ ~ i PROP N a 1 1 ~ ~ _ OSEp ~ _ 12 MIN ;1 ~UNOER STORM 8 PVC I UN i ~ ~ ~ DER STORM , WATER , ~'sEr~t_ i _ i i,DRAIN
~ , q_ ~ ~ ~ ~ I r -_,.,._W.w W._ , .,.e,„_„..„.. t I ~ I 1 I 6 IN ~ , ~ ~ ~ ~ ~ ~ ~ DRAIN ~ 1 ~ ~ 5E?IER - ' ~ SERVICE
SERVifF ~ . ~~c~rco
h~ ~ ~ ~ ~ ~ ~ ~ v,G E ~ f s ~ 4,~ ?t c i SERVICE ~ 12 MIN
O t _ ~ ~ ~ i ~t~.~....~____ ~ ~ 1. r ~ _ _._._..4 SEVER i i ~ ~ , SERVI B'SErER W " ~ ~ ' .....w
p a . 0 SEVER WIN ~ ~ r ~ ~ r i i j 9 'r ~ i J ~ ~ i ' ~ I 1 12 MIN ~ SERVtcE . _ F 8 WE ~.....ww Y SE R , S NI i "45•DIP i A , TAR
' ~ ~ ~ ~ i p..~ I ~ i ~ i ' ~ a"PVC @ o.a211~... 4 SEVER _ STEP DOWN ' ~ 93L SERVICE UNDER STO ~ ~ ~ } ; 0.42
' e i ~ I I ~ e ~b -i--_.__..__.._.___ i ' y ~ I _ . t I ' ~ ~ ~ ' a ' ~ M RM , ARY EWER i ~ - SANIT - DRAIN( `
~ - .._,__~m------{ ~ , r ,u p~~ t _ s 4. , ; M - ~ k , , , ~ I ~ ~ , . _
~ w ~ s ~n1 ; _ , ~ ' ~ ~ ~ i ' ' ~ ~ W ~ W _ CB 5 .p.,.:8"SEVER MI?I ~ I f w._ ..w__~ N RY~_~~_ ...~w
_ ~ ~ _ _ . . g ....EXTENDED.... ~ ~ W _ e STA 1+25. ~ ~ SANITA ~ e 0 4211 , , 00 18 LT; PVC ~ ~ _ SEWER f 8 A T ~.A.w_ , s ~ _ ~ LF 8 ~ " RY _ - iBLF 8 PVC SA _ ~ MH 16 , ._ry_
SEER WIN x ~ MAN ~ I _ LE BASE U~ , _ ~ ~ x HO ' ' t _ f j a ~ HOOD 68.83 ~ ~ 0.42 i1 _ B SEWER 2 ~ ~ MH 17 STA 6+15.73 S INV 64.57 _ z CB
~ s ~ , E ..,a.,a m a.ew...... I 1 9 MH 20 ~ ~ i .~~.ww_ . STA 3+D5.91IGARN ET1=~ ' 19 S CB 18 STA 7+54.98-2 LT RIM 71.27 ; ~ 4 W INV 64.57 ~ ! ~ ~ STA 5+71. ~ ____MH 18 ~ _ 24 18 LT ;STA 5+97.18 ~ ~ ~
W E E ' ~ ~ ...E INV 64.56 $ RIM 71.46, ; M IVY 62.98 , ~ HOOD 70.60 18 RT STA 6+55.64
~ ~ ~ i STA 17+78.56(JADE)-_. i W ~ tiv ~ ` RIM 67.26 ! W t V f ..3 w a -W INN 62.84 4"BERN INN 64. ~ ~ N INN RIM 70.9 ~ 94 _..a_~. ~ ' ~ _ ~ 65 3 z 58 HOOD 70.80 ~ ~ ; ~ _.,..~.~.__x~. _..___:__.,R ~ -N I N IVY 62.74 { ~B 6ll w:_, V ~ M I a s ~ ~ ~ ~~w ~~~.~a
1 s ~ + _ . E IVY 55.47 U1 ~ _ , E _ r_ ~ , ` E IVY 65.57 NV 62.25 ~ ~ ~.m_~.~ _a.: NY 65.41 _ w STA 1+25. ~ ~Mi 19; ._.w~.. S IVY 62.64 r _ ;
IVY 55.37.... i ~ r { ~ ~ ~ - _ } j a ~ ~ --STA 3+73.0 _ t W INV 62.15 r i ? 18 RT 9 0 ~ SINN 65.40 " " 4 SERV INV, 65.10: ~ _ NOOD 68.83 _ ~ ~ ~ 6 _ P -~E INN 65.42 _ _ a ~ 4 SERV INN 64.60 ~ __RIM 71.28
- r ~ r _ . ~ _ m w_.~,.~. _ ..w.._.. ~m..~.._ ~ ~ ~ ~ z a a.~..~ ~ ..am _n. , i t E W INV 64.48 '..STA 2+50.00 , _ _ . E INV 60.98 i F , r --E INN 64.47 ;RIM 70.30
~.e e_ ~~~5 ~ ~ , 1 ~ i ~ r ~ ~ ~ ti, ~ _ _ I . ~ _ . ~ f _ i ~ _ _ SINV 60.88 t INN 60.48; "
r_ ~..._.__.r_._.____.-- I ~ E ~ L o.; l a _ ~ e ~ ~ r s.. ~ a r i ~ ! r I W , 4 SERV I ~ _ ~ ~ NY 64.95- r ~ __-_.w_.. _ ._,._~w. ~ _v~. P ~ _ e i .A ' i ;..._..w IVY 60.38.
o , . I _ ~ ~ti b S IVY 60.28r~„_ ~ _.n._~~. w__..~_ ~_..v. CB 30 ~ , ?
I ~ - ~ ~ ~ ~ i , ~ E , o CB 17 P ~ ~ ± t ~ ~ ~ i STA ~ _ 6 4 SERV INN 63.97 - ~ 6+96.20 18 RT STA 7+95.48 18'RT _ _ ' ~ ? STA 8+05.98 18 LT _ w_~ _..2
i , t i . - .....M_ i r i _ ~ i S i ~ - ~ HOOD 71.22 HOOD 71.31 ~ 31~ ~ ~ HOOD 71. ~ ~ E ~ , _ I t W IVY 66.15 W INV 66.67
u ~ m. ..-.~.b,~ e w _ i s: 1. 1 P~ A ~ _ 4 d~ ~ _ ! E INV 66.14 V 66.91 E_ S ~ E IVY 66.66 r r
~ } ~ w. -L ~ z ~ a ~ ~ ~t ~ i ~ 10'SEER WII~ . s ~ . ~ ~ ~ C ~ ~ . E ~ s , ~o'sE~ wI~ ...._....u~~ Qy ~ I ~ _ _ _n~.._. _...~_._w E
~ ~ ~ ~ i ~ 1 ~ : ~ ~ ~ I i g ~ - ~ i i E a .a ~ ~ , _r._~ ..H__..~ ,
. ~ ~ ~ s ~ € i a F~ ~ i ~ ~ ~ . w__ ~ ~ ~ ~ __..ro__ _ _ _ w~e~ a a ~ i ~ m , _ ~ ~ ;
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s ~~m.~._ ,,e ~ - i i s i ~ ~ _ . - a _ ~ I _ y ; i ~ s
4 ~ ~ 1 1 d..m.,.,a w. s ~ ~ ~ ~ ~ s` r7 X74 ~ ~ t _ ~ ~ ~ i a i s ~ i e s .__._.._,M ~,~...~,_~m._.. j .,.,~.m_ ,.._.__.m--, ..._.~.~......u.._.....~....a,. ~ l ,
I ~ ~ d ? i i , a _ ~ ~ j ~ 1 ~ P
P s s ~ 10 SEER WIN- i t ~ SEVER wt EXTENDED _ _ _i I 7-_.µ~.,.~...~..~_._._.. ._.M~.~ _..y,..... , _~.n.; ~ w_.__. ~ ~ ...y.,,._„ ~
r i i i ? ~ ~ ~ [ ~ 5 MANHOLE BASE ~ E ~ ~ _ _ ~ ~ _ j _ ~ ~ ~ ~ ~ - ; ~ '
a 1 ESMOUNT C _ _.W._.__~_--- rw.~~..w_-- -w , 3. ~..__~t~.~r GARNET WAY CH F ~ ~ o ~ STA 0+00.00 r ~ ~ - a RIM 69.32 ~ ~ ~ ~ ~ ~ ~ _ _ _ . r.
OURT i i ~ & MASTER S LANE ~ ~~.w~~~~... m_~4 i ~ ~ AN AND PROFILE ~ - - ~ ~ ~ ~ ~ ~ ~ ~ _ _ , s ~ s E = F N IVY 54.21; i ~ _ I I
~ ; r . ~ , ~ ~ i ~ E [NV 54.11,=._,.. __..mw_ - _~__w ~ ; aw._._ _ .a_...~ M
~ S ~ ~ _ M INV 54.01;_... r- - - - i ,.e,.._.., , ~ ~ ._......r_ _ W.;. ,_u a.. M_...:... _ ' q"SERV INN 62.99 _ _
i ~ ~ ~ - a ~ i ~ ~ S ~ ~ ~ i i
i ? _ ~ _ _ _ _ .r ~ r - - WINTERVILLE TOWNSHIP PITT COUNTY NORTH C _ a i. { _ . ~ v _ _ j ~ ~ ~
AROLINA _ _ . t
OWNER COLUMBIA RIM CORPORATION DESIGNED: WKM . I_
c/o MR. MIKE DeFR EES
ADDRESSI 3023 N.E. HWY. 99, SUITE 7
VANCOUVER WA DRawN: BHT 98686 ~v _ _ _ ~ , r _ i ~ - . i i -F ~ s ~ ~ E ,
PHONE [phone] .._a._~ n~_~_ APPROUED: WKM ~ ~ e u_~.. k.. i t ~ ~ i ~ ~ r.. . _ ~ t j 4.
F t j i a .b.. ....w. i
s 01/27/06 + , MALPA S . - ~ ~ ~ ~ -d--=. , ~ ; r . ? ~.-w ..y<....
S DATE: r , ASSOCI , ATES 1645 EAST ARLINGTON BLVD., SUITED a , ~ i a ~ ; ~ 9 ~ ~
GREENVILLE, N.C. 27858 sca~E: " __...._n.M_._..~.__ _ _ . ~ w. ~ ~ ~ _ - - ~ _ ~ . ( ;
(2521 756-1780 ~ a , _ . m_ v _ _ , C ~ s i _ ~ a
EET 15 OF 20 _ ~ a ~ 1 ..,._._.,w.;v._..i _.r a
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TOPAZ DRIVE CENTERLINE CURVE DATA
' 9B~ ~1BYE 89QI!!$ LE~Ifi ~ CHORD BEARING
WILLIAM K. MALPASS, P.E. 16823 C25 150.00 195.41 181.93 S 68e24 46 W C26 150.00 116.93 166.85 S 02 42 33 E
C21 150.00' 89.29' 81.98' S 53°33'11"E
0
100' VC 100' YC
. nt~J,~ ~liYyD ~ai1~i ~ :r;J ~"it.iJ u!J`u v-; .r.~ .ir ~ :t~,,ii ?.,t~<4,` Ti')V') a!i'i;~ i .""J :V . _..,_____.__,___._.r---__ _.._____i... VPI STA = 0+30.00 --~---._..._,.M._-VPI STA =1+84.13.._.._...._ _ __m._,.._ _....,.M._.,._-.v. 100' VC 100' VC 100' YC 100' YC 100' YC _ _ _ _ . Y
_ _ VPI ~ _ , VPI STA - 6~50.43-m_ .__..~~-W.•_ va.~.~_e._~ , ._M -~-..VPI STA - 9+00.00.,-~ .w _ --~.-~.,.~_-mVPi STA = 10+84.29~m~.. ~ _ _ Wm._ _ _ VPI STA - 12+50.00 YPI STA = 1451.66-- _.___.._.___-..._r
__VPI ELEY - 72.18 ; VP1 ELEV = 71.51 I ~i ~ ~ VP i ex =-0.25' ex = 0.13' VPI ELEV - 72.35 _ VPI ELEV - 73,60 ' ~ VPI ELEY = 71 39 ~ .YPI ELEV = 72.22 ! ~ VPI ELEV = 69.60
INTERSECTION 1 _ END ~ CDS ~ FE = 71.93 i FE = 71.64 ~ ; _ . ex = 0.13 ex =-0.21' ~ ex = 0.21 ~ ~ , ' ex =-0.23 ex = 0.22 FE - 72 48 I _I ~ o ; - .
~ I INTERSECTION _ 1 ' STA Of00.00 ONYX COURT ~ STA 1+35.08 ONYX COURT ~ J ~ 1 m , - INTERSECTION ~ ;STA 5+01.55 T~AZ DRIVE ; FE = 73.39 ~ FE = 71.60. i FE = 71.99 - E tl FE = 69.82 i e ~ ' _ ~ ~ ~ _ ~ INTERSECTION
STA 5+01°55 TOPAZ DR[YE FE 72.42 ~ STA 000.00 TOPAZ DRIVE - ~ - ;--STA 0+00.00 ONYX COURTS - ? - h ~ ~ ~ ~ ! STA 15 ' ` ~ E i +93 11 TOPAZ DRIVE'. e ~ I_ 3 E STA 2+50.00 MASTER S LANE_ 3
FE 73.10....._..i ~ 7 4. ~ 11 ;,n STA ~ 98 MASTER S LANE_.._.--._ _--._f _ _ _,~m__~. .d.._w__ ~.._.....FE 73.10. _.__m__-_.. FE 71.43 , r ~ FE 70.30 .W.._. z~ - ,
1 f ~ Y F ~ 1 ~ w~- .,,.~..,...„ate, r.7„„, i 1 , r ~ ~ ~ r ; . _ ~ ~ ~ . ,
i E . , ~ ~ ~ ~ - - II I _ ! a ~ - - , : ~ ~ , ~ E I , ~ - ~ t i I i ;
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~ I ~ , ~ ~ ~ P 1 ~ ~ o a _ d ~ j ; ~ - : ~ ~ ~ , _ - ~ , ~ ~ FIRE'~~ E _ ~ , - :
~ , , _ _ _ _ ~ _ _ , ~ -4 _ --z_._.. ..~w-.__.__ A_».....__.. i ~ } ~ ~ ~ ~ r FIRE ~ ~ ~ , I ( . v m_ a~.~~-.w~ - _ _-_~_..._~_'__.w_~.-.~-__._. w...~..,_~.~~..~.._- .HYDRANT'.. _.~m ____.w~.~,m_ _m~ , .J_-....~_.____._..__.
_ ...r.._. HYDRANT s ( ~ NOZZLE ( ~ i ~ a ~
3' MIN ~ ~ ~ t s~__ ~ N...... ....w 1 6 ATER MAIN _ , i r ew..a•E....»,~me. w ~ ~ - - ~a ELEV 73.75~~ E I _ .n.._ _ . e. v.,, ~ . - . ~_„W.
. _ ~ 3 i ~ , ~ , 0'f: i ~a ~M ,
z _ q , +0.5 , s i ~ w.~, _ E 9 a ~ _ . - - _
~ 2 MATER MAIN ' ' °5 , PR ~ ; r - T . ~ , s , , ~ ~ , o u O _.~"~~._~3 MIN._,.__ .._~__M_ __.__~..~.M~..__ _ - .N.
PVC .-.3 A , w ~ , I 3 ' a ~ I ~ I ~ i . ~ 50'~
i , ~ ~ ~ ~ ~ - j i ' I - - - ~ ~ ; ~ ~ - a { ; ~ l ~ ~ ~ 3,MN - , ~ , ~ , t ~ ~ ~ % }Q. ~ ~ _ , ~ ~ , s _-.w _ _ . ~ ° P , ~ ! ; 3 a ~ ~ i j - _ _ , ~ -z ~
I ~ E ~ . , _ , _ 2 MATEA WI , } 1 i. S i I: j 3 c ! I S , _ a ,
_ _ _ ( , I ! ( 3 MIN ~ _ I ; i 1 ~ _ ~ ~ ~ : 9 i ~ - j ' i ' 1, 3 ' y ~ ~ ~ b _ a ~ ,
I ~ ~ . ~ a r ;a , . . _ _ . _ - ------1- i i - r _..a._._ .._.a , . ._.a_ _
a ' 8 MATER MAIN s ~ ' _ - ~ i ; s 1. ~ ~ ~ T.__. _ +o _._..e-....-.. _ 49 -
a ~ MpIN ~ ~ , ' a ~ _E I I _ i I ~ ;
~'SEIIER ~ _ - ra_ ~ ~ r nro ini r ~ _ L _ i ~ _....nnccn 6"PVC WATER _ ~ ~ _ { I
- ~ Y IVIYVVVbL/ ' `a'sErER wt ' ~sERVICE ~ "PVC SANITA STA 1+83.08 ` i ~ ~ ~ j ; 1 f , t J r t 6 ° a _ _ ~
8 - 1 1LF ~ ~ , r ~ F E P , ~ t _ ~ € ~ ~ ~ ~ = j ~ c - - _ _ _ROpp ~ -Q i s ~ 3 MIN_r a ,
SEMER ~"sErER -HOOD 72.00 ~ I _ ._sERVtCE .__S INV 6 . ~ f ,t, - - 8 52 _ _ _ a_a-_.-. . _ _ _ , _ _ _ _~w...w. u_N._. _ _ - . ~....w - .~.._a_~.~..__ ~ , _ ~ IN _ ,
. i i ~ ~ ~ ~ ~ , : , , ~ I ~ I , 6 i , ...w_...._.._... . Cw , , i j j , A t , 1
i i ~ ~ ~ ~ - ~ i , > > , 4 ~ ~ ~ _ ~ ~ T~ x ~ _ fR , x ~ ~ ~ ~ , 3 Y ~ ~ 1 t
i ! ~ ( ~ f f i I r ' ~'SEMER s MH 14 _ ~ ; 8'SEMER MIII `SERVICE ; 80 " ~ ~ ~ LF 8 , d , ~ 1 x _ P ~ S VC. ~ SEMER ~ 4 SEMER _ t ANIT s
3 STA 1 +35.08 ! C8 14 a , +CB 15 ' ARV ~ SERVICE 3 SERVICE ~ CB 10 CB 9 (DOUBLE 1 _ -z- ' ~ ; SEWER . ~95EMER 8 "P ^ i k ~ 0, 4 VC } ~ , - ~ i r q SEMER X ~SERYICEY SE , ~ _ _ , _ _STA 10+98.59 14 LT s STA 11+11.17 14 RT ~ x i ~ _ s
RIM 72.42 _ ~ L_. _ _STA 1+93.00 14 RT _ STA 1+75.26 14 LT i , MH 13,~, _ ry.~.~.~- __.w . , _ _ a~__< r__.,~~.~.M: _ A_.. HOOD 11.81_:..._. . _ SERVICE SERVICE @ WER 1 " ' .HOOD 71. ~ , , ~ ~ __._.v.~..~._ ~ 0.42X-._.,~._, 30LF 8 p 4 _~.__~.HOOD 71.74 , ~ .
` STA 0+00.00 a p N INV 65.75 , o _-.-w~__,_..,~._HOOq 71.81_._._.. _ S INV 67.58 ~ SEVER , 4 SERV INV .66.09 _ 9- . N INV 67.45 , 3 _ ~ _ ~~_..~~._a. _:._~.M_,'SEMER _~„tr_.~P _4--_ i~_...__ ~,_.,r... ~ M,~.._!: . ,_m__ _ SANITARY S INY 67.69 ~ N INY 68.,13. i ; " ~ ' SEWER ~ I 6 45 DIP I ( 'SERVICE . _i ~ SErER
,_RIM73.10r _ ;SERVICE _ . ~'SErER S INV 67.44 E ~ :S 1NY 65.2 _ _ ; , ~ s ~ SERVICE ~ 1 E ~ ~ - I 42x 0.42Xt _ 80LF rs PV E INV 67.68 ! SERVICE ~ s ~ , ;SANI C ~ ......STEP DOMIN I I _ . _ TARP SEWE
~E INV 65.00.:.. ~ ~ ~ ~ ~ ~ EWER a 0• j " _ _ { a TARY S MH 12~ SEMER ~ ~ ~ R - ~ ~ = ~ # - _ UNDER STORM SERVICE MH 12 ~ _ 0.4 ~ ~
, 4 SERV INY 66.77 ; ' ~ ~ ~ ~ : 46LF 8 PVC S ~ 3 ~ ~ _ , " ~ 2 ~ i ~ ~ STA 6+35.73 _ r SEVER WIN ~ . ~ ~ 2X ~ ~ :DRAIN ~ ~ E , ~ 3 . { ' , STA 6+35.73 i I ; E
~ f -1 i ~ RIM 72.4 9 _ _mW~_ _ _ _ ~MH 13u M.e_~.~, MH11 RIM 72.49 ? - , ~ ~ l - E STA 7+20.87: 1481 1 , ~ _ _ 12 IN
ry O~ , 6 WER ~ 0.421E ~M~. ~-M INV 65.82 55 ' .--i ~ ~ _ _ ~ " SANITARY S ~ _ ) 1 ~ 3 STA 5+01. - 4 SERV INV 66.16 ~-M INV 65.82_ - .__o__. W ~..MH 10 _,~._w~.. a ~ _..:.w~.~, - F ,~_.w w ' r ! i ~ ~ 8 RIM 72.70 a VC SANITA
E 246LF 8 PVC ~ i RIM 73.10 _ ~ ~ , RV INV 66.16: STA 8+06.01 RY SEWER @ ~ ~ E INV 65 46 ~ ~ - f _ ~ ~ ~ - s i ~ 0.42X ~ t ~ 1-- E
_ S INY 65.20 ~ i _ t _ : ~ ~ ~ ~ ~ MH 15' i , ' S INV 65.3 RIM 73.13__ , ~ g ; E _ 8 ~ N INY 65.04... ~ # ~ s _ _ . ; _ ~
, , . ~ ( ~ a ~ ~ t E INY 65.00 STA 6+46.21 14 , O 1 _ . _ ; R i ,STA 2+31.78, HOOD 72. , _ a ~ RIM 71.85 t ) ~ ~ ~ , A 6+46.21 14'LT 4 SERV INY 66.37 STA 9+40.92 ~ I ~ ~ ; , - ~ MH 8 ~ ~ 1 _ S INV 64.94..._ _ "AIM 73.10 ;HOOD 72.64 ~ GCB 11 f DOUBLE l ~ STA 10+26.06 , ~ f ~ ~ ~
, .SEVER MAIN ~ ~ ' n_ y....eu 6.~ N INV 6 . _4 SERV INV 66.80. N INV 64.39 _ ~ 409LF " ~O 8 75 ~ STA 6+54.65 14 RT ~ ~ RIM 72.09 ~ ~ ~ 8 P
p~.~ . _ . - W INV 63.97. ~_w _~.h.. _ ~.,~e . _ - , ~ MH 17' ~ t ~ _ E INV 63.87 S INV 64.29 I r ~ I MH 7 VC SANI E ~ TAR • --~~5 INV 68.74 ~~_~HOOD 72.64. ~.-gym.. _...w_ ~~w " ._.,..__N INV 63.95-~~.~~a _~.w~__, ~ _a_.. _w_~:..,_ Y 4 SERV INV 66.77 STA 11+78.96 ~ SEWER ~ .~mw ; ~ a sEr~R w?t
a i ~ ~ , STA 0+02.00f ~ y ~ ; ~ ' _ ~ _ ~ RIM 71.46 ~ , S INY 68.92 , ~ S INV 63.85. 6g ; X ~ ¢ _ i ~ ~ y , -RIM 71.86 ~ 1 ` , 4"SERV INV 65.76 ~ , .-a
I r , f i , ~ , ~ , ~ _ ~ ~ f , ~ x _ ~ _N INV 63.23 ~ ~ ~ t
i ~ e , ; . ~ ~ w INV 62.84 ~ i_ , _ ~ - i W 9 ~ ~ ` i ~ ~ , i ~ ~ ~ 1 i E INV 63.13 e ~ _ ~ _ z _ " _ _ k ~ r I ~ 4 SERV INV 65.53._,.. ~ ~ ~ I ~ ( s 1 ,
i ~_N INV 62.74: + ~ g ~ ~ ) r S INY 62.64; _ ; , _.__..a..._...._, _ f ~ ~ ! , 2 ~ W ~ _ ~ ~ ~ _ _ _ CB 8(DOUBLEI CB 7 ~
_ x 4 SERV .INY 65.10 , _,.~_.p* ~ M..__... ~..__._a_ _ f~ } _ ~ _i__ , ~ k , I - , ! t d- s_ J 1 . ~ ~ W _ ~ m. ' ._._t..__z . vn_.~_._.. _ , _ _.~,....m ~ ~ ~ STA 14+68.16 14' LT STA 14+79.6t 14' RT . .m.._.M x___._ ~.,M.-. _,u~... ~ _ ~ _ _
yy - i , ~ F i- r ti-. t ~ P i ~ ~ E ~ ~ \ i ' T~ ~ ~ ! ~ ~ i , q . 8 ~ ~ - _ 9.. ~ VJ i _ _ _ T _ ~ _ i ~ 'HOOD 69.95 HOOD 69.95 ~ e'SEMER wi - < i ~ k ~ _ _ ,
~ , ~ 6 ~ ` i " _ W ~ ~ ~ ~ _ ~ i _ ~ , y i N INV 65.16- N INV 65.08 __s ~ f ~ o ~ U1 s ~ - S INV 65.15 ' S INV 65.07
~ ~ € ~ ~ 1 _ a ~ , __I _ ; W ~ 7 ~ i ~ ~ j ~ ~ ~ ~ _ ; , ~ ~ ~ STA 15+93.11 I ~ I ~ W ~ i
- ~ ! i I - r ~ ~ r-. ~ ~ ~ ~ w , , , , ~ ~ I . ~ , 1RIM 70.30 J _ , ~ y 0.4 M INV 6 8 i ~ ~ ~ ~ s ~ s
_ -._:_.__.._.w._~..__ { ~ ~ _ . _._u~_..~__ . , ,.._v ..i.,, f 3 f , b i- 1 ' V 1 ; 1 _ I ~ .G._..~ ~_rs ~ _..~a._µ ~~_w..~ I mw_.~~ _ .M_.?. ~ ~ ~ _ ~ ~ s N INV 60.38 U~ i r E _ . _ _ _ 0.28:
, I -i, i ~ i i ~ ~ , , . j , ~ ~ a ~ ~ ~ ~ ~ ~ S INV 6
~ ' , - - ~ ~ ~ , ] ~ ; ° ~ ' ~ ~ ~ ~ _ € ~ ! ~ . _ ~ ; _ "s ~ 4"SERV INV 63.97 ~ E
- _ _ I ~ ~ _ i ; ~ ~ - _ { s , i i I 7 _ _ G ~ F , . _
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, ~ ~ ONYX COURT & TOPAZ DRIVE W , _ fi i x - ~ , ~ n x t - t - - 5 x x ~ _
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W__ _ _ _
WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
OWNER COLUMBIA RIM CORPORATION } ~ { - I
DESIGNED. WKM , , . c/o MR. MIKE DeFREES _ _ i ~ _ _ _ , } ~ i , ,
ADDRESS 13023 N.E. HWY. 99, SUITE 7 DRAWN: JHT ~ _ _ ~ e t ~ ,
VANCOUVER, WA 98686 ._._F_.mm ~._.~_._a~,_~_~..__~__ _ _ .~__m. __..._wr~. _'M_a ~_..___.__,...n.~. _ _ ..4n_~~ _~`._p..._ i ~ ~ #
PHONE [phone] ~ ~ ; APPROVED: WKM , a, e ' 1
~ F ~ ~ ~ s ~ 6 . ~ , _ ,
DATE: 01/2/06 ~ , , i r ~ ~ a
i i t { , , MALPASS & ASSOCIATES ~ , a ~ , , , y ~ v - ' ~ ~ ° ~ _ ~ ;
1645 EAST ARLINGTON BLVD., SUITED ,HOR: 1 50' ~ ~ ' SCALE. ~ , _ _ n._ a__ __...W GREENVILLE, N,C. 27858 vER. 1 - 2 ' I , ~ , ; _ _ u._,.___ _.r.___.~_,:._. _ _u. _ _ ..w~,
. [phone] - - - , - - ~ - su'f9
SHEET 16 OE 20
M:~dgn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSTON), JEFF HARRIS~p812con.dgn
3:58:16 PM 5/5/2006

R/W NIDTH VARIES !SEE PLAN FDR N]DTHI
CAPITOL FOUNDRY E E1-840.03 PATTERN NO. 1523 VARIES !SEE PLAN FOR WIDTH) 2'/ 6' 30' B-8
USE ON OR APPROVED EQUAL q;i 3" f #4 "V" BARS 6" ~g "W" BARS EQUALLY SP 6" FLAT GRADE g" BC/BC YAR]ES (SEE PLAN FOR W[OTH)
EQUALLY SPACED ACED 2X AND UNDER 6" FRAME. GRATE AND HOOD NOTES: ~ S 11'z" 3" _ X 4'1 5 6"x 26'x 50' PAYING SECTION TO BE # 57 WASHED STONE ~ PER 1 FT. DETERMINED BY CBR iESi
DEPRESSED BA 2" 12" 1) MORTAR JOINTS ~~z" 4 " THICK " 6 I'i PER 1 FT. SLOPE PER 1 FT.
CK OF CURB- - e CLASS "AA CONCRETE TO BE USED. R I III GUTTER LINE C 2 6" x 4" 2, 6. 9, 'e. ABC UNDER CURB / d
III R "U" BARS „ Y A _ Y B 21 THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMI 3 0 ' B g" NG. I III EQUALLY F 3 - 0" H~ 3) ALL CATCH BASINS"OVER 3'- 6" IN DEPTH SHALL B CABC UNDER CURB . . / . ,d~ 24"ROLL TYPE 5'CONCRETE \ \
- SPACED _ _ D WITH STEPS 1 - 2 ON CENTERS. E PROVIDED I III CURB d GUTTER / / / ~ / / SIOENALK 6"THICK ~ \ ~ / „
~ - ELEVATION 41 CONCRETE ERIC 6 K MAY BE USED IN LIEU OF CLAY BR]CK. JUMBO BRICK WILL BE PERMITTED. S 3" NORMaN LICHTAND GUTTER x 24 CURB AND GUTTER 24" CURB AND GUTTER
GRADE 51 FOR 8'- 0" IN HEIGHT OR LES TYPICAL STREET SECTI ON MINIMUM GRADE f0R ROLLED CURB O.SOX
TOP OF SLAB PLAN HEIGH S"USE 8" WALL. OVER 8'- 0" IN PLAN SECTION - T usE 12" WALL TO 6'- 0 FROM TOP OF WALL. AND 8" X WALL FOR THE REMAINING 6'- 0".
5'- 0" 5'- O^~I 6) LEAVE WEEP HOLES AS DIRECTED 8Y THE ENGINEER. ST ON E CO NS TR U CT I 0
E _I N E NT R A NC E
~ "W" BARS YI FLOW } I X BACK
+f4 "V" BARS 6" 8" 6" 12" DEPRESSED CURB LINE ~---5'_ 0" 4 "U" BARS 6" OF CURB
1 DEPRESSED _ _ _ Y - - CURB LINE - - - - - - - 6" 2„
1~- A 12" H: ~8„ Y A ~ II .-A---, Y W = (I. D. 12")f.5B)
SECTION R=R Z PLAN B„ B" ~ a CURB AND GUTTER W/CATCH BAS]N H 6 H' 8.. 8" STEP 6'- 8„ X BACK
ON STEEP GRADE B 8" UTLET D II OF CURB II 30. ~ - -
I ~ STEP E "U" BARS NORMAL 6 " 8" 8~. II „ 6" 2
EQUALLY USE DN 10" GUTTER T H' E H G SPACED 6^ GRADE MAX. LINE 6" p D A II 12 1!.581
3.. 3" 6„ 2% ANO OVER SECTION Y-Y c PLAN 6,_ 8„ A Y
.,-Lam"-'~'~' ~ - - - _ - . ; DETAIL B II II
DEPRESSED GUTTER LINE 6 - 6" 8" 6„ 30° 1"
F 1 ~'z` 12 " SECTION J-J END ELEVATION 12" X W 6„ NOTES:
WHERE 30" TO 36" PIPE IS USED SECTION M-M SIDE ELEVATION SEC T_ ION S-S 1) MORTAR JOINTS ~'2" ~•e' THiCK.
E L E V_ A T I p N WHERE 42" i0 54" PIPE ]S USED 8' NORMAL CURB ANO GUTTER B" STEP B„ B PLAN STEP w10x39 DE TA I L 2 ) CLASS "AA" CONCRETE TO 8E USED.
ON STEEP GRADE - - ~ 3) THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FO I _ _ 8 6"
E RM1NG. I - 6'- B" I OUTLET D 1„ 8 6„ 4) ALL CATCH BASINS OVER 3'- 6" IN DEPTH TO
DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN I I E DIMENSIONS OF BOX AND PIPE WITH METAL STEPS ON 1'- 2" CENTERS. SBEPSRSHALLDBE ~ ' ` " ~ ' ' 12" IN ACCORDANCE WITH STD. N0. 25. - 6' 12.
PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSIONS REINFORCEMENT D A BARS-U BARS-Y CUBIC YARDS BRICK MASONRY ~ L I I - 6" ST6p H` 8" 5) CONCRETE BRICK MAY BE USED IN LIEU S~CTI~ Y H' " B OF CLAY BRICK, S 8"
15" 3'- 0 p 6 2 C G MIN. H' H° E F N0. LENGTH N0. L BARS-W TOTAL OF CONCRETE IN BOX H~ J B J 2'- 6" N0. L LBS. TOP SLAB FLOOR TOTAL CU, YDS. PER FT. OF HEIG F I 18" 3'- 0" 2'- 2" - - ~L_ E CE C T I ON X_X STEP 6) JUMBO BRICK WILL BE PERMITTED. w~0x39
2'- 10" 0.281 0.281 0.802 HT I A 24" 3'- 0" 2'- 2" - - I A M I M I I 6" H. E 8„ T) FOR 8'- 0" IN HEIGHT OR LESS, USE A" WALL. OV - H B„ D iN HEIGHT, USE 12" WALL TO 6'- 0" FROM TOP DFEWABL AND
30" 3'- 0" 2'- 2" 3'- 4' 3'- 4.. - - - 0.281 0.281 0.909 0.321 I p B 3'- 2" ABOVE MINIMUM H' ~ 36" 3'- 0" 2'- 2" 3'- 10" v 2 _10 4 - 4 4 1~- 6" 3 4'- 1" 3 4'- 1" 45 0.147 0.281 0.281 1.070 f DIME. 15" THRU 24" PIPE 6'- B" C I (OUTLET D 8" WALL FOR THE REMAINING 6 - 0 ,
42" 3'- 0" 2'- 2" 3'- 8" 4 4' 4" 4 2 - 0" 4 4'- 1" 314 0.521 1.306 4 r - p 3 4`- 1" 49 0.18T 0.415 0.602 1.586 IPE Sp 4'- 5" 4'- 4" \p 2 1 3 - 6" 4 1'- 9" 3 3'- 3" 3 3'- " I DIMENSIONS OF BOX AND PIPE NOTES: PIPE SPAN WIDTH H
48 3 - 0" 2'- 2 5'- 0" 4 - 10 ~Q 3 38 0.1J5 O.JTJ_ 0.508 0.321 I D ~ 54 J- 0 2- 2 ~ 2- 8 J- 6 4 2'- 6" 4 3'- 3" 3 3'- 3 40 0.11J 0.410 1.811 I I 15" 3'- 5 - 1 5- 4 3- 3 J- 6 4 3- 0 6 3- J' 3 J- 3 O.SB3 2.146 ABOVE H' " EiGHT W10 i) MORTAR JOINTS dip' ~.8" THiCK. 6„ 6" D A B MIN. H' LENGTH SECT I
48 0.211 0.448 0.659 2.510 18 3'- 15" 3'- 0" 2 - 2" 2'- 6" 2'- 10" 2) CLASS "AA" CONCRETE TO BE USED. ON Y -Y 18" 3'- 0 2 - 2" 2'- 10" 2'- 10" 31 THE PO SECTION X -X
PLAN z4"' 3'- 24" 3'- 0" 2 - 2" URING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. 3 4 2 - 10 4) ALL CATCH BASINS 0 NOTE:
PLAN WiTH METAL STEPS ONER 3 2"6+/INCENTERSTOSBE PROVIDED TEPS SHAII BE 15" THRU 24" PIPE MINIMUM DEPTH (H°) TD BE DETERMINED BY SIZE OF OUT [N ACCORDANCE WITH STD. N0. 25.12. LET PIPE. fSEE STD.
DIMENSIONS OF BOX AND P]PE FOR CONCRETE SLAB DETAIL,) 5) CONCRETE BRiCK MAY BE USED IN LIEU OF CLAY BRiCK. PIPE SPAN WIDTH W 30" THR
iDTH HEIGHT HEIGHT W10 U 36" PIPE 6) JUMBO BRiCK WILL BE PERMITTED. D A B C MIN. H H DIMENSIONS OF BOX AND PIPE
STANDARD LENGTH 15" 3'- 0" 2'- 2" ~ PIPE SPAN WIDTH WiDTH HEIGHT HEIGHT W10 DIMENSIR REINFORCEMENT 7) FOR 8'- 0" IN HEIGHT OR LESS)-USE 8" WALL. OVER 8'- 0" 1B" 3'- 0" 2'- " ? - 61" 2 - 10" D A ONS BA - _
BRICK CA TCH BAS IN IN HEIGHT. USE 12" WALL TO 6 0" FROM TOP OF WALL AND 2 2 - 10 ' B C MIN. H' H' LENGTH E RS U BARS V BARS-W TOTAL , 8" WALL FOR THE REMAINING 6'- 0 . 24" 3'- 0" 2'- 2' 2 - 10 30" 3'- p" 2'- 2" 3'- 4" 3'- 2" F N0, LENGTH N0. L
15 TNRU 54" PIPE 3'- 4" 2'- 10" 36" 3'- 0° 2'- 2" 3'- „ „ VAR. 4 0" 1'- 10" 4'- 4" 4 1'- 6" 3 „ N0. L LBS. 10 3 8 VAR. 4- 6" 2'- 4" 4'- 4" q 4 1 3 4 1 45
TANDARD 2'- " BRICK D D 4 4'- ' „ OUBLE C 3 4 - 1 49 ATCH BAS IN
15 THRU 24 PIPE STANDA
RD BRI CK DOU BLE C ATCH B ASIN
- 5' SQ (TYP) 8'- 0" MAXIMUM _ TYPICAL SPACING - 30 THRU 36 PIPE
8~ 0"-
STEEL OR I _
A WOOD POSTS I A SILT FENCE NOTES:
I _ I - - 1. SEDIMENT CON7ROL S70NE SHALL BE N0. 5 OR
I NO 57. 2. WIRE MESH S HALL BE HARDWARE CLOT AND SHALL HAVE ~'~INCH NESH H 23 GUAGE MIN, NOTE:
I OPENINGS. I 3. TOP OF WIRE MESH SHALL BE A MIN]MUM OF ONE F00T BELOW INSIDE BOX DIMENSION 2' x 3' UNITED STATES FOUNDRY
I THE SHOULDER OR ANY DIVERSION POINT. WIRE I FABRIC 4. STEEL POST SHALL BE 5 FT. IN HEIGHT. BE INSTALL USF 4105-6220 FRAME d CRATE FiNiSH GRADE OR APPROVED EQUAL
I 1.5 FT. DEEP MINIMUM, AN EO ~ . .
I o ANGL D BE OF THE SELF-FASTENER o E TYPE. I SILT FENCE 0 0 0 5, WOOD P - - - - J o OST SHALL BE 6 FT. IN HEIGH ~ ' ~ NOTE:
0 0 0 TO 1.5 FT. DEEP MINIMUM. AND BE 3TINCHESNINADIAMETER. ~ GRADE VARIES O ° O 6. POST SPACING SHALL BE A MAXIMUM ~ ~ / USE 8' PANELS TO GIVE R NOT DAD EDGE DISTANCES ES
/ / \ o ° ° OF 4 Fi. / / / / / / / / / / / 00 24„ EXTENSION RANGE OF 0' TO 3' MAX. 1) ALL PANELS ENG. GRADE REFLECTIVE
/ / / / / / 0 \ \ / / / / o 0 SHEETING ON .040 THICK ALUMINUM, 8" BRICK WALL ONE (1) COVERED DNE 11) SIDE ONLY.
PLAN VIEW / / / / ~ ~ ~ ~ ~ ° 00 0 0 ° ~ ~ / / / / / / ~ ~ o 0 0 0 0 / / / / / / / / , 0 0° C COMBINATION 21 ALL PANELS SAME DIMENSION . ~o°~°~ oo ~00 0 PANEL DEAD END SI S
~ ~ ~ / 0 000 I I \ ~ ~ ~ \ o ~p°0°o°O0 0~ TWO 12) IW 14-1)GN 3) PANEL MARKINGS AS SHOWN, ALL STRIPE STRIPE POINT SHALL 0 0 ° o ° PIPE 3000 PSI LEFT PANELS RIGHT PANELS DIMENSIONING THE SAME BEGIN ANO ALIGN WITH
I I ~ I/~ ~ 0 0 0 r--SEE SECTION A-A I ~ I Y o00 ~ °0 STEEL OR WOOD POST ITYPI I I I Y o 0 IMAx. 8'- 0" 0/C SPACINGI I FOR TYPICAL SILT I Q 0 A o NOTED. EXCEPT WHERE TOP CORNER OF PANEL 0 3" CONCRETE SLAB
FENCE INSTALLATION. ~ I I~ 0 0 ° , ° 00 6" 6" 5. 00 0 A 8" ~ w " ~ ? ~ ~ ~ " 5'TO 8' STRIPE POINT
I o 00 0 ° ° ° I oO > 0 0 OoQ ~ EACH MS IDS SETBACK BEGIN AND ALIGNHW(TH T~'4" 36' B/B TOP CORNER OF PANEL
WIRE I EROSION TY 0 0 v; o0 I I coNrROL _PICAL POST SPACING ° FABRIC I • 0 ~ i 0 ° LEFT PAN po 3,_ EL DETAIL
3'- 0" I FABRIC ° Q ~ 0 HEIGHT I I OOo Oo °oo ,o 00 ~
II ° EXCEPT I EROSION I o O O O AROUND CONTROL I 000 WIRE MESH °0 WI• 000 0 0
IN I o ° 0 ~ RE MESH LETS I FABRIC I 000 0 I II DROP I N RIGHT PANEL DETAIL - ~q° WIRE MESH o 0 LET D E T °o AIL STRIPES TO START AT PANEL CENTERLINE
t'-6" I p°Q0 po00°0000°Qo ~ Max H I I ° O° 00 0° ° °0 00 10 O00o°o°0°000
AT INLETST I I I °QOo °0 0 o OOOOoQoO~ TO ALLOW I I I 3 0" I 0 Oo0 SEE NOTE F o°Oo 0,°000° ROAD PLACEMENT ~ o DETAIL
I UNLESS 0° O 7-- POST DESCRIPTION 4'- 0" FOR OVERFLOW I I I OTHERWISE I STEEL OR WOOD POST OQ 0 I MAXIMUM FILL I (MAX. 8'- 0" 0/C SPACING) ° ° 2' POST COMBINATION PANEL DETAIL ' o"
I I I WITH ON PLANS I 0 I I EARTH I SEDIMENT 2 SPACING XiMUM 'DST
CONTROL ACING
\ FILL ~ FLOW 2' STONE SEDIMENT CONTROL / I ~ WITN I FLOW STONE 2'
/ I\ p" EARTH / ~ ~ , 2" TRASH RACK INSTALLED THE FOLLOWING GUIDELINES ARE TO BE USED [N THE CONSTRUCTION OF _ _ _ _ ON TOP OF RiSER CITY OF GREENYILLE PUBLIC STREETS. ALL MARKING SHALL BE A DEAD END BARRICADE FOR ALL
/y \ TYP \ V I I I I I DROP L ~ ~ / AVERAGE BOX : I ~ la4 BARS a TRASH RACK INSTALLED BEADS IMPREGNATED INTO PAINT OR REFLECTOAiZED ENGI REO AND WHITE WITH REFLECTORIZED I U 4" O.C. EACH WAY! ON TOP OF RISER NEERI
I I I DIMENS]ON I I I INLET I 11'- 0" tl- 0 1.5' VARIABLE ~ AVERAGE BOX OR I I/ DIMENSION I ~ lu4 BARS 0 NG GRADE SHEETING. 4" O.C. EACH WAY! 11 BASIC GUIDELINES [N MTCD MANUAL (SEC. 6C- 8) SHALL BE FOLLOWED US AVERAGE BOX " PANELS, B" HIGH AND 8 IN LENGTH (MI ING TYPE III HO DIMENSION NIMUM). RIZONTAL
I I CATCH I \ 6" 1.5' VAR]ABLE 3'- 0" I BASIN I I ~ y I 6" 1.' VAR]ABLE 36 CAP " 1.5' 2.0' 2) CONSTRUCTION DETAIL AS FOLLOWS:
M[N I I \ ILTERED 6" 6" B II I II I URY WATER I I ~ I 1'- 0"I I FWATERE I 6" 4B'CIP 1" THICK x 8" H FILTERS 40 P TGH PANELS WHITE
II I II WATER ~ !FINISHED SIZE ~q"X 7~~q") RED 1' MAX.
I I ~ I I I 13 - 0" TOP 66.25 T~ q„
I I I I i t MIN I I I I I I BURY S T N- TOP 66.50 x SIX 16) 8" DIR. ORIFICES
I ECG II I TYPICAL SILT II SE TIO LI I I I I T I O - NORMAL WATER SPACED EVENLY AT INV. 64.75 ~ Q LEVEL 63.75 SIX l6) 8" DIR. ORIFICES ~
I I FENCE S_=ph I I INVERT NORNAL WATER SPACED EVENLY AT INV. 65,50 20" 63.75 24"CMP 24"CMP LEVEL 64.00 ~ ~ INVERT INVERT
II SINGLE-DIRECTIONAL FL 63.58 24"CMP 24"CMP 64 INVERT 6 x 6 - .BO P. i.
SE li OW M -DIR CTION A-A I - ECTIONA I_I RECTIONAL F OW 'B"-' SUPPORT POST • 63.80 (EVERY 7'I 6" CAP W/ \ iB"---~ (21 3~B" x 4" LAG BOLT
FILL RISER WITH / ~ (GALVANIZED) W/FLAT (TYP.- EACH LOCATION) 2.5" DIR. HOLE 2.0' 3000 PSI CONCRETE 6" CAP W/ • WASHERS 121 AT EACH END CABC OR CONCRETE
UP TO INVERT OF / 4" p FILL RISER (OR AT EACH SUPPORT! 3 x DIR. OF SUPPORT 24 •CMP IA HOLE 2.0' uP00 psI CONCRETE IN GROUND DEPTH 36" MiN.
TYPICA L SILT FENCE D ETAIL ' 24 "CAP INVERT OF i\
ROCK INLET S 6` 3000 PSI CONCRETE PAD ~~~JJJ D E A D END „ „ 6" 3DGD PS - B A RR
EDIMENT TR AP TYPE C I ICAO ES CONCRETE PAD C ~
WET DETE NTION PO ND #1 R I SER DETA
IL WET ~FTFNTrnni Dn~In ~A
u[vNI1UN YIEW ~ ~ I L V17 I V~VV * ~ I Y 1 ~J t11 UL,, TAI L
ELEVATION YIEW MAINTENANCE SCHEDULE
A STORM PIPE DRAIN p MAINTENANCE SCHEDULE
BlYamla ~tRm , ttEAR INIET/BRLET 6 IAASN BY HANp AREA EYERY S'TpBI EYENf f11E 016M ACII01 BEBpB'N01
SiABILf1Y 6 Sl~ES YISUIL CWDINISVIISLY RD~SE 1AASN W>~Y TtlE V 1fMl ABpd gECI SEOIYENf IEYEL IN FOEBAY I~I1IlY RIIBAY fLFAA INIETNRLET ti 1AA91 BY NAID YISULL SEyI-NMIKLY 5fABILIIY IX AQES Yl~ ~ E EE~ENE ~YYIN6p1$LY Ippy~ 1p~
CLASS "B" o - - - _ _ RIP RAP i IWAfSUSFPTE1rEA I17(IYE FMCF55 IOfRAi RESEED pEIX SFDIIEXT LEYFL IN FpIEBAY YISUA sal,rRRLYLLr y~ REnrE mss 0.021MIN. ]
o ~ 0 0.08iMAXJ
FLARED END 2'- 6 2'- 6 2'- fi" 2'- 6" 0.04(NOAM.1 r
SECTION ~ A B C A SIOErALN f5 570.1 Uill SINIP B
DROP CURB 0,01(MiN.1 SEED BED PREPARATION STANDARD 0.041M
/ BACK 0 E 2'- 0"I F CURB I p XPANSION JOINT 12~_ 0" I LIP OF GUTTER I CURB d GUTTER OR z'BE1ECtABLE AX ) rAANIN0OgE5 0.02(NOAM.) 4 12 - 0" LiME____________________ P E~ ROLL CURB l
/ i\ / / FLARED END $ ~ 10-10-20 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _2 TONS/AC. P~pS~~,`6 Y (SEE PLANT 0-20-0 _1.000 LBS./AC. P 5~0,5t0
/ / / SEC \ A B \ \ TION C STRAW MULCH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _--500 LBS./AC. 5 2 TONS/AC. ~ ~ 12:1 MAX. RAMP ASPHALT TACK _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ !AFTER SEEDING) b'
IM 1N~ ~ PLAN yIEW 2D0 CAL./TON /N X OF MULCH
/ / / CURBOdRCUTTEA BEGIN 2'- 0" N BEGiN 2'- 0" SEEDING MIXTURE 1~ A _
/ / / (STD NO 35.1 ROLL-TYPE CU 1Ow RB d GUTTER Q., ROLL-TYPE (FEBRURARY 1 - AUGUST 301 CURB d GUTTER TALI FESCUE________________
\ ~!/y ELEVATION OF TOP (STD NO 35.25) F ( OF CUR M 6" B IN (STD ND 35.25) PENSACOLA BAHIAGRASS - - - _ _ _ _ _ _ _ 50 LBS./AC. KOREAN OR KOBE LESPEDEZA (SCARIFIE01 - _ _ _ 10 LBS./AC. SIDEWALK s'-0'
" " ~ I.S. 8" I 6" i G CLASS B \ - _ _ _ _ _ _ _ _ _ UTTER LINE z EXPANSION JOINT RIP RAP ' ' - 50 185./AC. 3 TDP OF LMAY 1 -AUGUST 31 ) ELEVATION CUB9 MIN. Cu , I 6" TAANSITItmI DROP TRANSITION CURB
' i REVISIONS CURB d GUTTER - TALL FESCUE WEEPING LOYEGRASS - - - - - _ _ _ _ _ _ _ ' 50 LBS,/AC. pSQ~ KOREAN OR KOBE LESPEDEZA (SCARIFIED] - _ _ _ 5 LBS./AC.
FILTER ~ ~ ~ ~ FRONT ELEV ev _ ~ ~ ATION N0. DATE DESC SECTION A A FABRIC ~ RIPTI ON / BROWNTOP MILLET _ _ _ _ _ _ _ _ _ _ _ _ _ _ 50 LBS./AC. 25 L85./AC. * VARIABLE SLOPES NOT
FRAME. GRATE d HOOD T~' Ba,~" 1" " !SEPTEMBER 1 -JANUARY 31) C' TO EXCEED 12:1 18.33?;) GUTTER TALL FESCUE
i 11~,z 11" i" KOREAN OR KOBE LESPEDEZA (UNSCARiFiEDI - - - 60 LBS./AC. RYE (GRAIN)
RIP RAP T• T" ,D~,=" APRON D Iz" T" - - - - - - 25 LBS./AC. T. FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC. SERICEA LESPEDEZA
ETAIL RIABLE U~ ~ 2'- 0" • AND 15 LBS. WEEPING LDYEGRASS. - 0"
YA p0 fSEE 5~ SOMETRI VI w
S O A-A S T - ~ S - _ PERMANENT S E NOTES: EXPANSION
CU RB TRA NSITION AT CATCH EDING SCHEDU JOINT LE 1. DETECTABLE WARNING DOMES SHALL COVER 2'-O' LENGTH AND FULL WIDTH OF THE NOTE: A PORTION OF ONE OR BOTH RAMPS
BASIN CURB TRANS ITION RAMP FLOOR AS SHOWN ON THE DETAILS. MAY EXTEND OUTSIDE THE RETURN. 2. OBTAIN 707( CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON-DARK,
2 - 0" CURB 8, GUTTER TO OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RALP. ,-0~ EXPANSION
DRAINAGE & ER 2 - o ROLL TYPE CURB & OSION CONTROL GUTTER DETAILS 2 JOINT R RAMP WIDTH AREA IS VARIABLE
SIDEWALK SEED BED PREPARATION 0 0 0 0 0 0 w, A w+A+9" X B
18" RAD x BASE DIAMETER 5 0.0' S.8 5.8' S.0'!F LIME_____________ ? O O O o 0.90 R TO 1.40 R 6' 0.0 6.8 6.8 6.OiN
25" RAD 10-10-20- - - - - _ _ _ _ - - - - - - - - - 1 TDN/AC. o o ' 0.0' T.8' 7.3' 6.5'!Rr _ - - - - - - - - - 1,000 LBS./AC. J O TOP DIAMETER OF N T STRAW MULCH---__ THAN 50%TO NO MOAELESS B 0.0 8.8 1.3 6.5'9 2 TONS/AC.
WINTERVILLE TOWNSHIP PITT 61'i' COUNTY NORTH CAR \~~1111111111111111p//~~ o RaDlus 5 2.0' 7.8 7.8 5.0 t ASPHALT TACK - _ _ _ _ _ (AFTER SEEDING( Q OO Q Q o0 Qo THAN 65x OF THE BASE , p - - - - - - - - _ _.200 GAL./TON a DIAMETER 5 2.5 8.3 8.1' 4.8' '
0 L I NA C v , B„ 18 " i, „ RAD IU , OWNER CO o ~H A % , . 3 ~ S B' OF MULCH 5' 3.0' 8.8' 9.3' 4,q' WAANINCBLE ti
I,UMBIA \ ••.RO ~ RIM CORPORATION ~ ~ ~ v • RADIUS ~ p 3" RADIUS c/o MR. MIKE D DESIGNED: WKM ~ QF IQ' ~ • ' O 0° ~ Qo Do ~ 5' 3.5' 9.3' 8.4' 4.1' DONS 3 RADIUS SEEDING MIXTURE s' 4.0' 9.s' a.6' 3,a'
eFREES ~,e, RADIUS , • ~ i • ADDRESS 13023 N.E. HWY, ~ Q < : ~ , o , o , • • ~ ~ ~ 5' 4.5' 10.3' 8.7 3.4' (DECEMBER 15 - APRIL 15l 5' S.0' 10.8' 9.9' 3.1' RYE (GRAIN) 0.9" TO B
99, SUITE 7 _ ~ ~ ,2 . / 3'4' v ' r ~ ~ SLOP VA DRAWN: JHT = SEAL ' ' -y NCOUVER, WA 9868 = _ ~ - ~ ~ ~ : ~ 12° _ L ANNUAL LESPEDEZA (KOBE) - 120 LB/ACRE 1 4 I o 6;1 B = X-IA+9") SLOP a RADIUS 50 LB/ACRE PRECAST CLASS "A" OMIT ANNUAL LESPEDEZA WHEN DURATION OF CONCRETE
6 = _ - ONE• [phone] #PE168~3 ~ , . - _ TEMPORARY COVER iS NOT TO EXTEND BEYOND JUNE ~ ~ B =DISTANCE FROM FRONT EDGE N~ i0 BACK POINT DF 1 ~ SIDEWALK
ED• WKM i '•.F,y . ? ? , 6., (APR[) 15- AUGUST 1 1 2 1 (8.33x1 SLOP . ' GERMAN MILLET E EXPANSION
/~C ~n~~. ~ ~ 24 " 40 LB/ACRE WI BACK OF SIDEWALK DROP REQ A AI 1, JOINT UIRED FOR ALL PLAN D T CTA W D SIDEWALK SLOPES. DUAL RAMPS
. /i/qM ~ o\ 24" M A L DATE. K. Mp' PASS 01 /27/06 / \ & A S u SOCI 1~ ATES 1~I a 24" (AUGUST 15 - DECE O ANY RADII MBER 301 Arr BACK OF SIDEWALK DROP REQUIRED FOR (40"MIN. FLOOR WIDTH) RYE (GRAIN) - SIDEWALK SLOPES 0.04,
1645 111illlllull ROLL T Y P EAST ARLINGT E GUTTE ON BLVD. S R SECT I O UITE D N S T ANDARD C 120 LB/ACRE
GREENVILL s URB AND E, N.C. 27858 CALE. NTS GUTTER SPILL GU TTER S [phone] UTTER S TEMPO ECTION RARY SEED
ING SCHEDULE
SHEET 17 OF 20 H'ILLIAM K. MALPASS, P.E, 16823 STANDARD
M:~dgn~p800_p899~P812 - BRO WN PROPERTY (THOMAS LANGSTON) , WHEELCH AIR RAMP
3:58:29 PM 5/ JEFF HARRIS~p812con.d n 5/2006 9

RESULTANT THRUST AT F I TT I NG TYPES OF TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK,
A T 1 5 0 P . S . I . WATER DIVIDE THE TOTAL FORCE BY THE BEARING VALUES OF PRESSURE THRUST
THE SOIL. THE QUOTIENT WILL BE THE SIZE OF THE BLOCKING BEARING AREA OF T 3,000 PSI CONCRETE ENCASEI[ENT ALL
TOTAL POUNDS HE THRUST BLOCK IN FEET. APPROXIMATE VALUES FOR VARIOUS TYPES OF SOIL ARE WATER 411 1 4„ AROUND FOR REACTION BACKING WATER SEWER
NOM. SERVICE SEWER LISTED IN TABLE. (TyP) SERV]CI PIPE DEAD 90° 45° 22 1/ 1 ._PVICE SERV]CE (TYP) (TYP)
2 1 1 /4° ( TYP ) DIA. END BEND BEND BEND BEND
• NO RESPONSIBILITY CAN BE ASSUMED FOR THE ACCURACY - ~ 1 ~ 4" 2,700 3,800 2,10 2 i 0 1,100 530 ~ • OF THE DATA IN THIS TABLE DUE TO THE WIDE - ~ ' Y UNDERGROUND ELECTRICAL ° ~ ? ~:~.e, ~ ' ?
E E 6' ET- 6" 5,600 8,000 4,300 2,200 1,100 VARIATION OF BEARING LOAD CAPABILITIES FOR EACH E I B fREENVILLE UTILITIES COMMISSION / / / P1pE MIN. BEARING AREA (SQ.FT.)
E E d, a• / " / s1zE I ~ ? ~ SOFT CLA SILT SANDY 9IL SAND 9AND CLA H
8" g, SOIL TYPE. ~ 700 13,600 7,400 3,800 1,900 RiW - - - - ~ s v a. a o. ° o ARD CLAY I ? • 4 ° R/W , ° . DI 2.7 1.8 1.0 1.0 1.0
. 10" 14,500 20,500 11,1 00 5,700 2,900 • ~ 8 5.8 3.7 1.9 1.4 1.0 1.0
~ , 12" 20,500 29,000 15,700 8,000 4,000 3 0• ° •01 °5 FOOT WIDE x ~ '.I SIDEWALK W ~ ' 8 9.7 • • 8.4 3.2 2.4 1,8 1.1
11 0 0 v o -v v•v.v~'• 14 27,600 39,000 21,100 11,000 5, 1> THRU LINE CONNECTION, TEE BEARIN 400 ~ 2) THRU LINE CONNECTION, G LOAD i ° ~ v'. °I•~ F t ~ 10 •v ~ _ ; 15 10 4.8 3.8 2,4 1.8
SOIL (LB./SQ.FT.) ~ 16 35,700 50,400 27,300 14,000 7,000 CROSS U - vaRlEs I a 12 21 14 8.8 5.1 3.4 2,3
SED AS TEE i 3) DIRECTION CHARGE, ELBOW M ~ 18" 44,800 63,400 34,400 17,500 8,800 UCK ...................0 i a { ~ 14 28 18 9.2 8.9 4.8 3.1 I • • 18 38 24 12 8.9 6.9 4.0
4) CHANGE LINE SIZE, REDUCER SOFT CLAY..........1,000 I ?•a n , , ~ 18 45 90 15 11 7.4 5.0
20" 55,000 77,800 42,100 21,500 10,800 5) i 5 ~ DIRECTION CHANGE, TEE USED SILT ...............1,500 I ~ ~ 20 bb 37 18 14 9. 2 FOOT CURB AND GUTTER SECTION , ? e•' ~ 2 8.1
24" 78,500 111,000 60,000 31,600 15,400 ~ AS ELBOW ~ • 6 SANDY SILT.........3,000 I ~ ~ 24 78 62 28 20 13 8.7
y , . 6) DIRECTION CHANGE, CROSS SAND ...............q,000 30" 120,600 170,600 92,300 47,100 23,600 ~ • • 30 121 81 40 n•>•a? \ 30 20 13
USED AS ELBOW SANDY CLAY.........6,000 36" 172,800 244,400 132,300 67,500 33,900 7) DIRECTION CHANGE \ 38 173 115 58 43 29 19
HARD CLAY.......,..g,000 42" 233,300 330,000 178,600 91,000 45,700 ° ~ ° ' ~ NOTE ALTERNATE METHOD 0 • MECHANICAL RESTRAINT DEVICE F RESTRAINT SHOULD BE CONSIDERED FOR SITUATIONS FALLING 1fITHIN OUTLINED AREA.
48" 304,000 430,000 232,700 118,600 59,600 BEARING AREA AGAINST
UNDISTURBED EARTH (SEE TABLE) 2z PIPE DIA, SOIL HEARING LOAD
54" 384,100 543,200 294,000 149,000 75,300 T ' 1' - 0" YI (lb/aq.ft.)
l1UCKY 0 NOTE YIN.HEA SOFT CLAY 1,000 RING AREAS ARE BASED UPON THE TABLE ABOVE.
SILT 1,500 FOR SOILS HAVING BEARING CAPACITIES DIFFERENT THAN SANDY SILT 3,0a THAT SHO1fN ADJUST AREA AS NECESSARY TO PROVIDE
NOTES: 9AND 4,00
SANDY CLAY 8,000 EQUIVALENT RESTRAINT. HARD CLAY 9,000
1) GRIP RINGS MAY BE USED IN LIEU OF
RETAINER GLANDS.
2) PIPE LENGTHS SHALL BE AS REQUIRED TO CONSTRUCT THE CROSSINGS. ALL
FIRE HYDRANT INTERNAL JO INTS TO BE RESTRAINED. (SEE TYPICAL HYDRANT DETAIL) o
PIPE MINIMUM
DIAMETER FULL PIPE MJ 4 MJ 45° NOTES: (INCHES) LENGTHS 5 BEND (DIP) BEND (DIP)
w ~ 1) SERVICES CANNOT BE INSTALLED BETWEEN d 6" 2 ' BEND (DIP) ONE JOINT OF D.I.P.
THE GATE VALVE AND THE LOCKED HYDRANT TEE. a 8" DIP DIP DIP
3 2) PLACE CONCRETE BLOCKING SUCH THAT IT ~ 10° 3
WILL NOT INTERFERE WITH REMOVAL OF BOLTS. 12" 3 MJ 45° MJ 45° 45°
BEND BEND GATE VALVE GATE VALVE ® (DIP) (DIP) JD
LOCKED HYDRANT TEE CONCRETE BLOCKING 12" M[N. STORM SEWER P)
PVC ® PVC RETAINER GLAND (TYP.) DIP 1RABELOWTFINI SHED GRADE TRACING TAPE RETAINER GLAND (TYP.) 1 BELOW FINISHED GRADE
PVC ~ V MOUND BACKFILL OVER
CONCRETE BLOCKING a' . TR NCH TO ALLOW FOR SETTLEMENT
~ v ~ M.J. PLUG nV ~
OBTAIN MINIMUM FULL PIPE LENGTHS FROM TABLE ° 12 FINISHED GRADE
:I SELECT BACKFILL COMPACTED ° 12" ~ ~ TO 95% MODIFIED PROCTOR ~ l~/"
~ ~ BNCLASS[FIED ~ ~ ACKFILL
\ ~ . \
\ / \ WATER MAIN \ SELECT BACKFILL COMPACTED /
TO 95~ MODIFIED PROCTOR ~ \ WATER MAIN ~ USE H ND OPERATED EQUIPMENT ~ \ LEECT BACKF L C
R/W +I TO 95y MODIFII LL OMPACTED a ONLY IED PROCTOR / v USE HAND OPERATED EQUIPMENT
VARIES 5' I 6' N ONLY ~ / '
SIDEWALK \ ~
FIRE HYDRANT ENCH BOT M SHALL CONSIST / / //i / FI S E. MA ~ VI T RIIALL SHAL ~
6"- 8" METER BY GREENVILLE (SEE TYPICAL HYDRAN MINIMUM UTILITIES CORPORATION T DETAIL) o RM SUPP RT T TRENCH BOTTO o UN HROUGHOUT M SHALL CONS o E L GTH 0 ~i, f IST THE PI E /,t OF FIRM, STABLE, MATERIAL 8 SHALL
CURB DEPTH THRUST RESTRAINT W/ ANCHOR RING PROVIDE UNIFORM SUPPORT THROUGHOUT THE LENGTH OF THE PIPE
e_-~~___ 3000 PSI CONCRETE w w
.•y.~. 20" OUTSIDE DIAMETER I I 11 ? `I i 1 0 LEST BEARING CAPACITY a. o_
I OF a.
I I ~ METER BOX FURNISHED SOIL IS 3000 PSF) I ~ THE UTILITY CONTRACTOR ~o
i METER STOP ~ I LOCK LOCKED HYDRANT TEE
I I ~ GATE VALVES (BRICK SUPPORTS (4 EACH) I HOUSE SERVICE , M.J. P
PLASTIC S~RUICE TUBING KEEP LINE BY OTHERS V „ M.J. PLUG
SLACK > D . LENGTH AS REQUIRED 6" DIP
CORPORATION STOP ~ 6" DIP ® 6" DIP I ? .V . °
WATER MAIN o D ° . • • COMPLETE NOTE: • v TOP AND COVER BOTTOM
5 BEHIND CURB NOTES: ~ v ' . ~ SL[P EXTENSION WE]GHT LENGTH WEIGHT LENGTH WEIGHT VALVE BOX SHALL BE v v ' TYPE INCHES POUNDS INCHES POUNDS INCHES POUNDS CHARLOTTE UTL-2T4,
(3) 3/4" THREADED ROD ° I I (1) METER BOX TO BE INSTALLED BY SERVICE CONTRACTOR. ~ 461_A 18-24 60 10 35 15 25 SHALL BOX EXTENSION 562 A 24-36 BO 16 45 24 35 UTL-288E CHARLOTTE
I (2) SERVICE SADDLES SHALL BE USED ON ALL WATER LINES I I 4 AND SMALLER IN DIAMETER. CONCRETE BLOCKING 564-A 36-48 92 16 47 36 45 B~,B 664-A 39-60 106 26 63 36 45
I~- 5 (3) SERVICE SADDLES SHALL ~l 71~z 53'e
I I ALSO BE USED ON 6 AND LARGER PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS 61'~ 51. ~ 5 I z
OF AWWA C-900. CLASS 150. (4) MINIMUM COVER OVER SERVICE LINES SHALL BE 24".
~5~ I 21I~Z ~2~'e I I
~L ~33'a I 638 I I I
A I I A 15
STREET RIGHT-OF-WAY --Tr 24 I I 4'e I 36 ~ ~ I ~
OR AS NOTED ON PLANS ~ I I I 14 I I I I I
FIRE HYDRANT (PUMPER NOZZLE TO BE PERPENDICULAR TO STREET) A ~L.__I__1.~ 1715'16 I R. W 1 o I I 1 ~
1s A I I I
26 I I I METER BY GREENVILLE I ~ I I
PAVEMENT NOTES: FINISH GRADE ELEVATION AS UTILITIES CORPORATION I I I I ~
' V SHOWN ON PLANS (1) C/L TO BE PLUMB. IF ADJUSTMENT IS 6"- " 1GUSSES° 9'2 I I I I $ MIN 8 I 4 REQUIRED I I IMUM I 90' APART I I I 30^
' PRECAST 6" THICK NECESSARY AFTER PRESSURE TEST, . 4 ~ ~ ~ CIRCULAR CONCRET RE E TESTING MAY BE REQUIRED BY DEPTH I I CURB I
' COLLAR/PAD (3000 PSI) GREENVILLE UT v'•o 18 MIN. ILITIES CORPORATION. I ~ 31'z I I
. ~ . n r, TYPICAL VAI VF anx
• 4, YHLYt dux ~I:HRKLOTTE UTL 274) Ma,x. (SEE DETAIL) (2) VALUE BOX SHALL NOT 8E INSTALLED p ~ v v p 1 ~ II ~ T ~-b sl ~ ~ • ? ~ ~ ? ~ ~ I6 B 516 5, 534
NOTES: IN CURB AND GUTTER. ' DEPTH 7 e 'e.• I I I 1 0 I $liZ 6576
FINISH GRADE v'~ p v•~ VARIES 4„ I METER BOX FURNISHED 10 +4 ~ I BY THE UTILITY CONTRACTOR ~
(36" (1) IF VALVE BOX EXTENSION \ ' ' r ' • .r MIN.) [S ~ ~ •r, r , REQUIRED. l1SE CHARLOTTE UTL 281. ~ ,o . r •r I ~ ~ Di,4 I METER STOP
p~ ~ v ~ . v ~ : p r 12) VALVE BOX SHALL NO T BE PROVIDE ROCK r. I TOP S (BRICK SUPPORTS (4 EACH) HOUSE SERVICE BOTTOM SECTION EXT
' ~ INSTALLED IN CURB AND GUTTER. SPILL AROUND p' v ' ~ p1 (3) BOTT OM OF VALVE BOX SHALL WEEP HOLES LOCKED I KEEP LINE BY 0 ENSION SECTION
• REST ON COMPACTED BACKFILL. HYDRANT TEE PLASTIC S('RVICE TUBING SLACK THERS LENGTH AS REQUIRED
CORPORATION STDP
PRECAST C 0 N NEW GATE VALVE WATER MAIN CRETE COLLAR r, r' s" P IPE I WATER MAIN o
' r •p. v r,a„ 5 BEHIND CURB I NOTES:
NOTE: r r ° ,v I
WATER LINE UNFORMED GATE VALVE SLOPE TOP OF CONCRETE CONCRETE I (1) METER BOX TO BE INSTALLED BY SERVICE CONTRACTOR. I (2) SERVICE SADDLES SHALL BE USED ON ALL WATER LINES
TO PROVIDE DRAINAGE I ~ I 4" AND SMALLER IN DIAMETER. le 5 ~ (3) SERVICE SADDLES
FROM HYDRANT DRAIN. I I SHALL ALSO BE USED ON 6 AND LARGER PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS
OF AWWA C-900. CLASS 150. (4) MINIMUM COVER OVER SERVICE LINES SHALL BE 24".
FOR VALVES SMALLER "
THAN 12
REVISIONS
8Y N0. DATE DESCRIPTION
WATER SYSTEM DETAILS
WINTERVILLE TOWNSHIP PITT COUNTY \~~~nilllllllllllll!//~~/
NORTH CAROLINA ~A ~N...R OWNER o` ~t..,.......0
COLUMBIA RIM CORPORATION DESIGNED: WKM QF~IO' G, c/o MR. MIKE DeFREES ~ : ~
ADDRESS 'e 13023 N.E. HWY. 99, SUITE 7
DRAWN: JHT = SEA VANCOUVER, WA 98686
# PE 1683 PHONE [phone]
APPROVED: WKM ••.,F Ql;~ ~~Q .NGINEF;: ~ ~
,,/qM....... ~`~o '~U • Quo``
M A L P A DATE: 01 /27/06 9//p S S & A /n ?n SSOCIA aillmui TES
1645 EAST ARLINGTON BLVD., SUITE D
GREENVILLE, N.C. 27858 SCALE: NTS [phone]
SHEET 18 OF 20 WILLIAM K. MALPASS, P.E. 16823
M:~d n - g ~p800_p899~P812 BROWN PROPERTY (THOMAS LANGST ON), JEFF HARRIS~p812con.dgn
3:58:41 PM 5/5/2006

MANHOLE RING
AND COVER NOTE:
FINISHED GRADE (SEE NOTES) TOP OF PAVEMENT NOTES: INVERT FOR SERVICE LINE IN MANHOLE
2 - 0 i 1 ) HANDLED SAME AS CARRIER PIPE.
, WHEN INS ~ 2 GAOUT TALLED [N PAVEMENT MANHOLE TOP SHALL BE FLUSH
1-GRADE RING WITH PAVEMENT. TYPICAL MANHOLE STEPS (SEE NOTE) STEEL TROWL FINISH
(@ 16 0/C) 2) THE DISTANCE FROM T 1" PER 1 FOOT
HE TOP OF MANHOLE RING AND COVER
PRECAST SEE SPECS AND FINISH GRADE MAY VARY ECCENTRIC CONE FOR JOINT WIDELY. (SEE PLAN)
REQUIREMENTS E-'
FLEXIBLE SLEEVES AT DEPTH VARIES 3) EXTEND PIPE INSIDE MANHOLE FINISH GRADE
POINTS OF P]PE ENTRY. - - - - - - - AS REQUIRED WALL 2" DEPENDING ON PIPE r (SEE PLAN) SI ZE ~ / (SEE SPECS.) p . FINIS ~ y ~ H GRADE ' ,i
GROUT ~ / FINAL / 4) MIN. (11 i i / i o, / ~
GRADE RING REQ D. CHAN BAC / ~ NEL IN NON-PAVED AREAS. NO KFILL ~ PRECAST BASE GRADE RING REQ'D. IN P i ~ / FINAL / i
(EXTENDED BASE SECTION SLOPE (1" PER 12") AREAS EXCEPT A AVED / ~ BA / CKFILL ~
S NECESSARY ~ FOR MANHOLES GREATER TO MEET FINISH EL THAN 12' DEEP) EVATION. SPRI ~
~ 6n NG ~ 1'- 0" 2-WAY 3 OR 4-
~ r MIN. 5) NO MORE THAN (2) GRADE INITIAL LINE i SELECT 4000 PS[ CONCRETE ~ RINGS SHALL BE INSTALLED. BACKFILL BACKFILL WAY ~ 1- o SELECT BACKFILL STRA I GNT I NTERS INITIAL I ECT I ON INTERSECT I
i 12 MIN. CRUSHED - NOTE: ~ N BACKFILL
AGGREGATE BASE OOy OM A T 0 HAUNCHING ~ i SPRING LINE ACCURATELY SHAPE THE INVERTS T
PIPE SIZE "p" GRANULAR EMBEDMENT ZONE / ~ LESS ' BED (N0. 5 GRANULAR E INSID 0 A SMOOTH SEMI-CIRCLE CONFORMING TO THE TENT ZONE MBEDMENT ZONE E CONTOUR OF THE ADJACENT SEWER SECTIONS. ALL ENTERI HAUNCHING ~ (N0. 57 STONE BEDDING) CHANGES IN DIRECTIONS SHALL B NG BRANCHES AND
THAN DING 7 STO 20 4 - (4 MIN. NE BEDDI / 0 ) NG) ~ ~ 0 OR GREATER 5 0 (MAY NOT BEDDING) E FORMED BY A CIRCULAR CURVE OF AS LARGE OF A RADIUS AS THE SIZE OF THE MANHOL IN THE INVERT BEDDING 14" MIN.) '-PIPE GRADE IN SI E WILL PERMIT. CHANGES
UNDISTURBED GROUND 30 OR GREATER 6'- 0" FOUNDATION , BE REQ D.) STONE TO BE THOROUGHLY ZE AND GRADE OF THE CHANNELS SHALL BE MADE GRADUALLY AND EVEN
(MAY NOT INVERT CHANNELS SHALL BE FORMED DIRECTLY IN THE CONCRE LY THE iUGHLY FOUNDATION BE REO`D.) STON BASE TE OF THE MANHOLE E TO BE THOROUGHLY OR SHALL BE BUILT UP WITH BRICKS AND MORTAR. THE FLOOR OF T
COMPACTED UNDER PIPE PIPE COMPACTED UNDER PIPE OUTSIDE THE CHANNELS SHAL HE MANHOLE L BE SMOOTH AND SHALL SLOPE TOWARD THE CHANNELS
(SEE SPECS) NOT LESS THAN ONE INCH PER FOOT NOR MORE THAN TWO INCHES PER FOOT.
FOR VITRIFIED CLAY PI PE,
ABS AND PVC TRUSS PIPE FOR PVC SANITARY S EWER PIPE
(NOT INCLUDING TRU SS )
NOTE: R/w
CLEAN-OUT TO BE SET 1' TO 3' ABOVI FINISH GRADE. ' TO 3' A80VE - -
MANHOLE RING
AND COVER
FINISHED GRADE (SEE NOTESI TOP OF PAVEMENT NOTES: CURB AND GUTTER
2 - 0 - i PAVEMENT ' i ) WHEN • . _ F]NISH GRADE
~ ? (,ROUT INSTALLED IN PAVEMENT a MANHOLE TOP SHALL BE FLUSH '~•a',v
1 -GRADE RING WITH PAVEMENT, ° a~ ~ TYPICAL MANHOLE STEPS (SEE VOTE) ~ ~
3 MIN. (@ 16" 0/C) 21 THE DISTANCE FR OM THE TOP 3'MIN. PRECAST
SEE SPECS FOR JOINT REQUIREMENTS OF MANHOLE RING AND COVER WAT WATER CONE ~ PRECAST OR CORED HOLE
PRECAST (CONCENTRIC ON LESS THAN 12') AND FINISH GRADE MAY VARY MAI ECCENTRIC CONE I WIDELY. (SEE PLAN) MAIN ~ W/FLEXIBLE SLEEVE z STEP
SCH 40 PVC DWV SEWER SERVICE PIPE DEPTH VARIES 31 EXTEND PIPE INSIDE MANHOLE @ 1.0% MIN. GRADE (ASTM D-2665 D-1785) COMBINATII a ~ TEE (DIP W/RETAINER GLANDS) J
FLEXIBLE SLEEVES AT - - - AS REQUIRED WALL 2" POINTS OF PIPE ENTRY. DEPENDING ON PIPE AND ~~e E a 1 JOINT DIP COMBINATION WYE
(SEE PLAN) SIZE. (SEE SPECS.) "p° 8 MIN. AND ~~BBEND w OPENING ADAPTOR
GROUT 41 MIN. (1) GRADE RING REQ'D. 5 8"MIN. ~ ~ 0
CHANNEL _ _ _ _ IN NON-PAVED AREAS. NO pRl~ v w i I
GRADE RING REO'D. IN PAVED ~xx SLOPE (1" PER 12") AREAS EXCEPT AS NECESSARY SCH 80 PVC ~ ~,.,~t'h'(1" ~ [ xx o .:a•;•:~...•.i+::.;.~ COMPACTED
PRECAST BASE ADAPTER COUPLING Q TO MEET FINISH ELEVATION. / 22~~2° BEND^ 7~ n„n, w SAND 2 BEND ~ '•;:j.'::~
o ~ ~ r 5 ) NO MORE THAN ( 2) GRADE 22~~2° ~ STUB OUT 1' PAST WYE AND ~ MJ CAP WITH UPPER INSTALL SOLVENT WELD CAP a 2/3 OF END REMOV
4000 PSI CONCRETE-? 6~~ RINGS SHALL BE INSTALLED. ~ ~
-f' ~ . 12" MIN. CRUSHED o ~ ~ ~ U ts57 ~ (SECURE WIT ED STONE ~ ~ RETAINER G H TO BE INSTALLED LAND) INCOMING PIPE SIZE
AGGREGATE BAS 100 COM A T DN E o o G UNDER SERVICE PIPE a DROP ~ OF 8"-12". USE B"
~ PIPE SIZE "p" / ~ LESS THAN 20 4-
0 / / 20 ORG " REATER 5 - 0 ~ GROUT S(. CHANNNEL UNDISTURBED
UNDISTURBED GROUND 30 OR GREATER 6'- 0" ~,aPE . GROUND 1 ~F7
~~gBEND IDIP) (W/RETAINER GLAND)
!(t';:''•:'•;:'~'j DEPTH CONE o~ , ,ti..•:.:,..
~ 1' MIN CRUSHED AGGREGA E BASE GREATER ECCENTRIC
,o THAN 6
6' OR LESS ECCENTRIC OR
CONCENTRIC
MAIN TYPE CONNECTION COMMENTS
TAPPING IN ACCORDANCE WITH THE MANUFACTURERS RECGM MAIN TYPE CONNECTION COMM ABS TRUSS SADDLE MIN. 4" N ENDATIONS. COMMENTS
0 57 STONE REQ'D. UNDER THE CONNECTION. ABS T TAPPING IN ACCORDANCE GASKETED IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDAT RUSS SADDLE MIN. 4" N WITH THE MAN PVC TRUSS IONS. 0 57 STONE REO' WITH THE MANUFACTURERS RECOMENDATIONS.
WYE MIN. 4" N0. 57 STONE REQ'D. UNDER THE CONNECTION. GASKETED 57 STONE REO'D. UNDER THE CONNECTION.
PVC TRUSS IN ACCORDANCE WITH THE MAN PVC SDR 35 GASKETED IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. WYE MIN. 4" N0. 57 STONE ' WYE MIN. 4" N0. 57 STONE REQ'D. UNDER THE CONNECTION. REQ WITH THE MANUFACTURERS RECOMENDATIONS. 57 STONE REO'D. UNDER THE CONNECTION.
PVC SDR 35 GASKETED IN ACCORDANCE WITH THE MANI WITH THE MANUFACTURERS RECOMENDATIONS.
NOTE: R/W WYE MIN. 4" N0. 57 STONE REQ' 57 STONE REO'D. UNDER THE CONNECTION.
CLEAN-OUT TO BE SET 1' TO 3' ABOVE i ~ MATER SEMEA
FINISH GRADE. R/W R/W NOTE: SERVICE SERVICE (TYP) ITYPI ' CLEAN-OUT TO BE SET 1' TO 3' ABOVE - ~
- VARIES 5' 5' 6~ FINISH GRADE. ~ ~ eY uROEACRawoEUECTAICAu
SIDEWALK SIDEWALK _ E E B• E~_EREENVILLE 0TIEIiIES COIMISEION
I
(`I IDO A1~n niiT rrn 1
~u n vu Uu I I CIY FINISH GRADE ~ • ~ •"5' ~ :1~~ •~s Foor rloe slocrAiA' ; . .
PAVEMENT - - CURB AND GUTTER v' FINISH GRADE I
v ~ . , v, . v ' ' , ~ PAVEMENT , , „ - VARIES
~ , v , v Le,_2,.. • ••,i v p ' I
3' TO 5' v DEEP - ~ 2 FOOT CURB ANO CUTTER SECTION
I 3' TO 5'
SCH 40 PVC DWV SEWER SERVICE PIP COMBINATION WYE 1.0~ MIN. GRADE (ASTM D-266 _ E AND ~~eBEND 5 D 1785) SCH 40 PVC DWV SEWER SERVICE COMBINATIOI DEEP COMBINATION WYE SEWER AND WATER SERVICE LOCAT
1.Oy M[N. GRADE (ASTM D-266 P[PE AND ABBE ION T SIDEWALKS AND ~~B BEND
5, D 1785) P~tES !5 )
N v ~1E5 SCH 80 PVC ~ w vp
ADAPTER COUPLING ~ ~ n ~ , n„ - .
/ 22~~2 BEND^ STUB OUT 1' SCH 80 PVC ~ ~x A~" w i,:p1 ` PAST WYE AND ADAPTER COUPL [N lh3''1Q V r G w IQ, X ~ nn.
22~,2'~ INSTALL SOLVENT WELD CAP / Il 0 22~'z BEND^ ' BEND ^ STUB OUT 1` PAST WYE AND
i inoV r u57 STONE P2i,2 1 INSTALL SOLVENT WELD CAP
~ i ~~U TO BE INSTALLED ~ G UNDER SERVICE PIPE + ~ • ~ #57 STONE
O~jV S T ~ ~ U T EE ABOVE CHART TO BE INSTALLED
G~ U ~ SEE ABOVE CHA UNDER SERVICE PIPE
RT
Y REVISIONS
BY N0. DATE DESCRIPTION
SANITARY SEWER SYS TEM DETAILS
WINTERVILLE TOWNSHIP PITT COUNTY \a111111111111111111///~
NORTH CAROLINA ~ ////j/
OWNER COLUMBI ~i A RIM CORPORATION ~ 0,. DESIGNED: WKM ~ QF~10'
c/o MR. MIKE DeFREES ~ Q ~ ADDRESS 13023 N.E. = ~ ~
HWY. 99, SUITE 7 SEA DRAWN: JHT - L -
VANCOUVER, WA 98686 PHON #PE168~i E• [phone] ~
APPROVED: WKM r
~i~ • ~ //,qM 0
M A L P DATE: 01 /27/06 ASS & 1~ ASSOCI nn u11
A T E S lillaa 1645 EAST ARLINGTON BLVD., SUITE D
GREENVILLE, N.C. 27858 scaLE: NTS
[phone]
SHEET 19 OF 20 WILLIAM K. MALPASS, P.E. 16823
M:~d n 80 - i 9 ~P 0_p899~P812 BROWN PROPERTY (THOMAS LANG STON)~ JEFF HARRIS~p812con.d n
3:58:53 PM 5/5/2006 9

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REVISIONS :Q N 70 33 21 W ~ . N I ° S 26°31'10"W ~ 5,7'S9,
BY N0. DATE DESCRIPTION B SEAL 179.02' e W 1 106.40' ~ 1,6?,`. 1llpp~~,, ~
# PE 16823 °°al ~ h ~ p
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VPILLIAM K. MALPASS, P.E. 18823
N ° ti l~ S3' c7
COVER SHEET 2I N 13 N
~.3~, 8y ,3 ..',r P
~0. p aj ~ ~ 0
WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA N I0,?
OWNER COLUMBIA RIM CORPORATION DESIGNED: WKM I ~q °W 9qq 9p
c/o MR. MIKE DeFREES
ADDRESS 13023 N.E. HWY. 99, SUITE 7 DRAwN: JHT
VANCOUVER, WA 98686
PHONE [phone] APPROVED: WKM
DATE: 01/27/06
MALPASS & ASSOCIATES X00 so 0 X00 200
1645 EAST ARLINGTON BLVD., SUITED SCALE: 1 " = 100' GREENVILLE, N.C. 27858
[phone] GRAPHIC SCALE 1"= 100'
SHEET 2 OF 20
M:~dgn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSTON)~ JEFF HARRIS~p812con.dgn
3:49:56 PM 5/5/2006

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70 FU TORE R/W I I PROPOSED
ENTRANCE TO
I I / / i I / - EMERALD PARK STANDARD
I I I I ~ SUBDIVISION SUBDIVISION 8 ~~ONE B 25.0 B
I F
I PROPOSED PAVEMENT
I ~ , EXISTING PROPOSED 1 50 STORAGE c W THICKNESS 1'S 9.5A
~ , ~ ONCRETE ~ IDENING I PROPOSED 200 BAY TAP I DRIVEWAY ER
~p ~6"pNC _ a - .ro ~ o_ PROPOSED
1 _ ~ ~I I _ -r a E,. w. - _I
I D I 15 RCP----- ~ ~ ~ t. I D I I ~ - I Q I I ~ a,.n P RIGHT TURN LANE
, DI PROPOSED EDGE. OF PAVEMENT PROPOSED is"RCP ~25,FUC 100'STORAGE
ENV w F+- - - - t _ _ _ ~ S joRACE - 150'TAPER
PROPOSED ~ - f ~ II
I III . IDENING
I ~ iii M Z II - -
I W 1.L--~..----------_ E N , _ X I ST I NG EDGE OF PAVEMENT 1 1 - - - ~ - - ~ t
I i II - I - I I I , -------------,r ~r---------------°-----^- - - - goo,
I A~ r - - _.w~__-,., TAPER
I P . _ ------I R 0 P OSED EDGE I S D I p I-- I EX - - t WIDTIi VgRlES
I I S T I N G r-`-°~-'~ I ~ P 15 RCP DI•--- , -1----- - I ERG 15 RCP D I .OF PAVEMENT--- -T---~- I ! ~ , 1~ 15 RCP ----,---;-CONCRET - -~----r-~ EXISTING
E 15 RCP - ~ . _ e. • DRIVEWAYS - 15 RCP-CONCRETE-----, I ; ; _ EXISTING C~=--~-= Tj
' I ~ I DRIVEWAY 15"RCP-- " ~ ..DRIVEWAY '~T---~{=,
j ~ I i~ _ ! I Q SAW CUT & PROPOSED 2 REMOVE 00 BAY TAP
I ER _ I I ~ - PROPOSED 15 EXISTIN 0 S ~I G CONCRETE ED 150'STORAGE '-is~~RCP_.~pNCRETE .
I I DRIVEWAYS 1 DRNEWAY ~ +-___1 _ _
Z I AS REQUIRED I Z TO CONSTRUC T w' ;
I ~I TURN LANES (TYP) Iw wl , ,
Q QIDI TURN LANE 12' CABC is';~~i=? fXI fXROppSEO fOCF_o~. X22
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WINTERVILLE TOWNSHIP PITT C OUNTY NORTH CAROLINA C N ~
OWNER COLUMBIA RIM C Ln
ORPORATION c/o MR. MIKE DeFREES DESIGNED: wKM ~NGSTON ROAD) L~
ADDRESS 13023 N.E. HWY. 9 9, SUITE 7
VANCOUVER, WA 98686 DRAWN: JHT IDEN_1NG SECTION ~
PHONE f360) 571-0785 -
APPROVED: WKM
Q
M A L P DATE: 4/ ASS 2D/a6 & ASS OCIA TES
1F>45 EAST ARLINGTON BLVD., SUIT GREENVI E D 0
LLE, N.C. 27858 scA~E: ~ " = 30' [phone] o~
SHEET 20 OF 20 Z
PROJECT N0. P-812
DRAWING N0. P812CON
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BLOW OFF REDUCER
EXISTING SANITARY SEWER MAIN PLUG
-66-- EXISTING CONTOUR LINE - E - OVERHEAD ELECTRICAL LINE
EXISTING BALL VALVE PP POWER POLE
PROPOSED BALL VALVE G.V. GATE VALVE
EXISTING WATER METER RCP REINFORCED CONCRETE PIPE
PROPOSED WATER METER DIP DUCTILE IRON PIPE
EXISTING GATE VALVE LF LINEAL FEET
- PROPOSED GATE VALVE R/W RIGHT OF WAY ~ ~ ¦
EXISTING WATER MAIN PVMT PAVEMENT
~---i PROPOSED WATER MAIN ~ CENTERLINE
F.H. EX
ISTING FIRE HYDRANT EP EDGE OF PAVEMENT
F.H. ~ PROPOSED FIRE HYDRANT GW GUY WIRE
-=_T- PROPOSED CATCH BASIN OR DROP INLET CL D CENTERLINE OF Dlr~u
PROPOSED STORM DRAINAGE CLDR CENTERLINE OF DRIVEWAY
EXISTING STORM DRAINAGE - FM- FORCE MAIN

DESCR I PT I ' ON SHEET N0, fi~' ~ ~ r~ ~ +I _ RID i / ~`~F CP ° ~ ~SAlY/ 1 ~ lw ~ ~ 1 . ~
- ~ ~ ~ us~rrtN w ~ CITY OF E , - ~
~ ~l ~ 'v ~ ~ ~ ~ ; ; , ~.r- ~ _ GREENVILLE Ili{ i . \ ...c, ~ II f-,.i
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£ R,~~? ,
ITLE SHEET 1~1 ~ I, 1 ' ~ _ ~ _ ~ ~ ~ ~ ~ d ~ ! ~ ~ ~ ~ 'Q
PRODECT OV ERVIEW MAP ............2 ' i AilIA61U1~10. I
< < ~ AlRFI plllf l \ 1 ~ ti ;
GENERAL GRADI NG PLAN ..........3 I ~i ~ ~ ~ e ,
U T I E I T Y Y S STEMS PEA N ~ ~ ~ _.ti nH-AA~s c~sror ~
. 4 _ _ _ _ away , ~ { ; rlwsrr~o aao ~ ~ i j3 ~c? , ~ ti~~' ~ ' ~ ,
EXISTING F IE~D DRAIN TI . ~E MAP 5 v ~ s~ ra~ ~ I ~
G ~ RAPHICAE SH EET INDEX ...............6
_ _ _ _ EMERALD PARK - -..i. ~ -I 1 PARK - ' `~i i 1,
SANITARY SEW ER CONNECTIO N N ~ SUBDIVISION o ~ ~ J VISION ,~t / ~ \ , . , ~ 'i' i
i - PEAK AND PROFILE -1~%~-~ .........................7 `v i_ ~<< '~,y 1 i. r i
_t , ~ ~ ~ °r. 1 A, / ~ r ~ \ Ado ~ . ~ ~ ~ g ~
JADE SANE 1 OF 2 PLAN A ND PROFILE ..8 ~ y~ \ ` ~ ----y i ~ 11 EMERALD, PA , ~
J A D , ~t E LANE 2 OF ~ _ L i ''a~ - ~ SUBDIYISIO , ~?o I ~Sb - F•
2 PLAN AN D PROFILE _ F ...9 I 1 ' \
SAPPHIRE COUR T& R H I N ~T ESTONE DRIV f E ~ ~ ~ I r I ~11Y tom- , ~ ~10lffAEA1EA ~ Q!y~~ a.\ / f7AE10EA~

4 PLAN AND R ROFILE ............10 A ~ ~ ~v ' : ~ \ ~ ,
RHINESTONE D R ~ - IVE 2 OF . , 4 & PERID 0T , ~ i J ~~t~~°41rF ~ p ~ ' ~ -
- y _ i
COURT PLAN A ND PROF ICE ............11 ~ ~ 1 G--- j . - ,
RHINESTONE DRIV E30F4 ~ \ 1 i'-; ;TORN OF - ~
U~' IIINTERYILL ~ ~ E ~ ~ ~ ~ ~
PLAN AND P ROFILE .......................12 , u ~ / v ~ 1
ICI I T ~IrC'T(-l~lr nn r err n r,r ~ ~ ~ ~,-.T~.
rcn i vt~ uivt uK 1 vt 4 Ur 4 ~ MUUNS UN~ U ~ ~ ~ 1 ~ ~ ~ 1 ~
COURT PLAN AND PROFILE ...........................13 ~ ~ ~ ~ ,-r
EMERALD PARK DRIVE PLAN AND PROFILE ..............14 S C A L E: ~ ZIRCON DRIVE PLAN AND PROFILE ....................15 ~ o ~ _ , t
® ~ ~ ~ ~ ' J ~
r ~ l+ ~
GARNET WAY, CHESMOUNT COURT 8~ ~ ~ ~ . a
e i _ I ~
MASTERS LANE PLAN AND PROFILE ....................16 i ~
ONYX COURT & TOPAZ DRIVE
PLAN AND PROFILE .................................17
DRAINAGE AND EROSION CONTROL DETAILS..18
WATER SYSTEM DETAILS .............................19
SANITARY SEWER SYSTEM DETAILS ....................2~ m
TURN LANE (THOMAS LANGSTON ROAD ) .................21
MALPASS & ASSOCIATE
S
a~-~~ ENGINEERING & PLANNING
1 645 E a ARC I NGTON BOUT 1-YARD SUITE D
GREENS I ~~E ~ N ~ C e 27858
(252 ) 756-1 780
M:~dgn~p800_p899~P812 - BROWN PROPERTY (THOMAS LANGSTONI. JEFF HARRISxp812con.dgn
3:28:02 PM 8/28/2006

NOTES: t
° 1) CONSTRUCT ' [ON PLANS SHALL BE APPROVED BY GREENVILLE UTILITIES COMMISSION IGUCI AND THE CITY OF I '
GREENVILLE PRIOR TO THE CONSTRUCTION OF ANY SANITARY SEWER OR STORM DRAINAGE. ,,;1; ~ g 4 ? w m i t 't
21 ALL REQUIRED IMPROVEMENTS SHALL CONFORM T - / , 0 THE CITY OF GREENVILLE MANUAL OF STANDARD DESIGNS ! I I AND DETAILS AND THE MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER SYSTEM ~ ~ ~ ; l ~ I € E , E= 1 i - £ 1 ~ i i
XTENS[ONS FOR GUC. 3) ALL LOTS SHALL EQUAL OR EXCEED THE MINIMUM DEVELOPMENT STANDARDS OF THE C]TY OF GREENVILLE ~ TOTAL AREA 1 t
/ ZONING ORDINANCE. 99.6490 AC I o~ I € s . ~ ~ TOTAL L
4) SANITARY SEWER AND ELECTRICAL SERVICE PROVIDED BY GREENVILLE UTILITIES COMMISSION. 5) EROSION CONTROL PLAN APPROVAL REQUIRED PRIOR TO CONSTRUCTION. _ ~ OTS .................39 W 1 V] a l , i $lP ! i i, w. : t 4 6 O 8 W 1 , k
, 61 ALL UTILITIES SHALL BE UNDERGROUND. ~ • ~ B'xs'LNr \ ~ r 6 G.Y. 71 BOUNDARY AND TOPOGRAPHIC SURVEY 8Y PARKER AND ASSOCIATES LAND SURVEYING. ~ ` I x~l ~ I t , ~ TOTAL STREET R/W LENGTH...... 14,844 FT B'z6'LHffE , i ~ i s - ~ ~ ~ 1 6'G.Y. r „ ~aW TOTAL STREET R/ .
8'PL • ~ FNS 81 STORM DRAINAGE P[PE SIZES ARE APPROXIMATE. SIZES WILL BE FINALIZED ON THE CONSTRUCTION PLANS. a ~ ~ " B'PLUC I r~.le ;,_,N 89 ~2 03 E 1075.7. W AREA . . .18.13 AC FR
91 HYDRAULIC ANALYSIS OF THE WATER MAIN ]S REQUIRED TO EVALUATE F]RE FLOW. rf ; ~ 1 -25'PERIPNEAAL3E hCK-~[ ""PROP: 101 ANNEXATION REQUIRED PRIOR TO RECORDATION OF THE FINAL PLAT. ~ -t-- -slat- - w>o-_-. .w._. _ - ~ TOTAL AREA I N OPEN SPACES PROP -PRDP'- - - -erl.- ~ t - - `25" EHiPHERAL SE ACK- - 1
r 1 ~ ~ ; ESNF 9 111 SEWER MAIN AND OUTFACE ACREAGE FEES ARE DUE TO GREENVILLE UTILITIES COMMISSION. RECREAT I - -SIGN- I ~ SIGN« - - - ONt ETC. . . . . . . . . 1 . 5 00 AC ESNE ~ ~ ~ ESNT I , ~ ~I ~r I' i,
121 PROJECT IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN IF[RM PANEL NUMBERS 370372 ~ 1, ~ 1 9 m 8B B5 4665 d 4666 J, DATED JANUARY 2, 20041. , 1 ? _ ? I CURRENT ZONING..........R6A, R6S e6 e5 - o F ~i l ^ ~ „ I ~ 8~ R 9 S ? I . ~ 84 83 82 ° 81 80 L 79 . , ~ r
13) NO SEWER SERVICE SHALL BE PROVIDED FOR LOTS WITHIN THIS PROJECT UNTIL ALL THE NECESSARY ~ ~ 1 Zoe, 87 ii51' 8491 SEWER 1 , , ? sF aF FACILITIES TO SERVE THIS PROPERTY HAVE BEEN INSTALLED PLACED [N SERVICE AND ACCEPTED FOR ,1 ~ + 16656 7T5i' 8491 ~ ?I c 70 I ' a 1 P A . • • . .............14842 8~ ! 8491 6325 6325 632. 6325 6325 ' ? e ~ ( s C E L • 3 3 SF SF I ~ ! 9433, / ~ I 3 6 5
r' " 1 ~ ~ „ SF 150'PUBLIC N/W - 28'B/BI - MAINTENANCE BY GREENVILLE UTILITIES COMMISSION. ~ a - ,5 i I I SF SF SF SF SF SF SF : ~ , ~ 15' ~ I t l ~ , . TAX MAP ......46 IC R/W - 28'B/ I f 8 x 8 TEE, 8 CV , s ~ / 77 AINAGE I . . . . . . • . . . . . . . . . . 6 B ~ _ ~_..l~P f P./ - L91:..._.._ 1S N3L ~ r'~ ESNT I I I 5 06 .ate,
141 ALL DITCHES WHICH REQUIRE LESS THAN OR EQUAL TO 48" RCP SHALL BE PIPED. x 2'9D'=/ 56' 15' 151 A SURETY SHALL BE PROVIDED FOR ALL ROADWAY STU80UT5 WHICH ARE NOT COMPLETED UP TO TH 1 ~ ~ 1 ~ ~sFx,' --CB93 8'PLUG TdPPED 2 s~ ""9Y ~ ~_~~.ri~~ * ~a~ ~«.r.-,~ I I I I 56' ,6' 2'B.Y.~'. - - ----~1~-- - s--~ ~ 11,~~ r PHASE 1
E EXTERIOR 1 , 1 n .9 PROPERTY LINE DUE TO DRAINAGE FEATURES STUBOUTS FOR SANITARY SEWER MAIN EXTENSION. 16) GUC 1 88 II gib.;: n~~~a ~ a-w x, , _ as J.: wL s , m.~ wx~ (RESIDENTIAL 3' sm 0891 arv mt ,B K 6 REDUCER- oam ~ r C L U S T ER DEVELOPMENT)
GA$/UTILITY EASEMENT I5 10 [N WIDTH AND CENTERED OVER GAS LINES AS INSTALLED. as ~ 1 + ? ~ a r 5.tc~t 1 13892 1.. ryw. ~9+ 171 APPROVAL OF PLAT GOES NOT CONSTITUTE APPROVAL OF PROPOSED DRIVEWAY LOCATIONS. APPROVED DRIVEWAY ~ 1 1 sF 1 ~ x r _ ~y • a.:n, N~~- a Inl tt.a .,~e ' ~ 78 ~ I .....wns , I I I r o.t6~t C89/ _-a PYC SANITARY SEMA w' ; s srn'm'a . ~6 I " , CB92 r' 20239 V'"' ,,f I AREA . . r nsml Nr67 in,ra'ia1 IN62 CB90 ''e I = I 5 5 . ` I .
ATIONS OTHER THAN PROPOSED STREET CUTS ARE CONTINGENT ON SITE PLAN APPROVAL. , ~ .Q as ' 1 ~ 18) SUBDIVISION SIGNAGE SHALL NOT BE LOCATED WITHIN THE SANITARY SEWER OR DRAINAGE EA 1 ~ _ , i1 NN61 SF " s 5 5 A C 55 75 .w <e., ~s,\ I ; - I NUMBER OF SOTS......... .
SEMENT ~a 1,,.. 1 gti n. , ~ 19) OPEN SPACE ICOMMON AREAL SHALL 8E MA[NTANED BY THE HOME OWNER'S ASSOCIATION. 5. as s 1' ' u 1 srla .IS ` n. E -RHINESTO'1 DRIVE- a- tto __:T ~ ,o`r 1D 18 8 15 NBA >a , o, _ I I I I n, 5 e 15'IA3L I I u, r , i DRAIHACE I I I S T R E E T saa 95 y ~ E R/W SENGTH . +
201 ALL STREAM CROSSINGS d RIPARIAN BUFFERS MUST BE APPROVED 8Y DWO. ~ 1 1 ~ s s- 211 THE OWNER SHALL INCLUDE ALL OPEN SPACE ON THE INITIAL FINAL PLAT. to t 89 ~ +"tlu ° j ~1~ I, ~ , ro o ? w " 144 " I !rB.. ? o 75 ~ I 7 , 7 6 7 _ F T , ~ a A2 93 94 8116 r ~ ~i.., , I ? ? ~ ~ ~ ~ r 8068 \ , 12445 I I STREET R / W A R +
221 THIS PRDPERTY [S NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY T ~ 1 ~ ` ~ ° HE FEDERAL \ 1 , ` nSF D \ / / EMERGENCY MANAGEMENT AGENCY. THIS PROPERTY IS LDCATED IN ZONE "X" AS SHOWN ON FIRM PAN ~ ~ 9121 B6D9 8096 ~ SF ~ i SF I , SF I ~ , E A . . 9.4 3 _ A C I SF SF N SF , o I n 1117 145 ~ \ 'kq , ,1. 121, ~ , I I s i_ m .0 ~ I ,os I I ' ~ AREA I N 0 P
EL NUMBER + 1 1 3720 4665 OOJ, COMMUNUNITY NUMBER 370191 DATED JANUARY 2. 2004. t ~ 1 , ~ m m ~ _ ; ~ 7871 I EN SPACES, _v " I t ~~t I SF ' t I e I I I 1 I ~ , „3' `d, L I RE
231 ALL OPEN SPACE SHALL BE DEDICATED ON INITIAL PLAT OF THIS SUBDIVISION. 1 1 ` m 90 91 ~ 1 I 24) ZONING LINES TO BE MOVED TO PROPERTY LIN ~ 1 ~ ~ hh ? ES. STREETS OR FEATURES PRIOR TO FINAL PLATTING. , 1 ~ ~ 1 13229 ~ B1sz--I e~ I ~ I CREATION, ETC .............15. + 00 AC 91 ~ 15' ~ 98 ~ ~ 14~ a ? 1 . - ? I ^ 1S' ~ ORAINAGE~ ' 6365 SF 6'' e j , a . 74 I
251 STREET BETWEEN LOTS 16 d 17 OF FAIRFIELD, SECTION 2 TO BE CLOSED BEFORE FINAL PLAT SUBMITTAL. 1 ~ sF - sF I 1 ` ' 8192-~( e~DIUINAGf , 'I I ~ j : 11 SF . r . r ~ I ~ I I PHASE 2 R E5,'T BI I ~ ~T~. I ~ ~ 8821 I , I I - sF i Eswr +B , ~ W ~ 146 , I I I CRATE laze u " ~ tae ? I ~ SF s s
1 1 9 , i 1 ,a,.~ 91 WO DS ~ ' 1 1 1 I ~ r _ ; 1S'_y 6647 SF ~ I 'D s (R E S I A'1xY6B:1 - _ ~ t „p, I ~ I I DENT I AL CLUSTER DEVELOPMENT ) ID DS I V~ - .-~c ~ x !NV 68.16-. I , ax^ , , ORAINAGE-+~ 4 p I I
1 11 ~ al` _,6,,- 1 , 1 - - 4'RCR a 0.1510 ~ I S 1NV 68.15 I ~ r ! ESNs ~ B 118' i', C 1 ~ I I ,62'- -,1, F1 ~m 9r `-f L 14z e ~ , - ~ I AREA .......................26.2477 _ , I " ~ ? 5'51 o _ I AC 6484 SF I I N I OEIALK 1 .
1 r 1 'q I w +/~0..13M CRAZE >i ! I t 611fi SF I t ~ ~N 73 !s, I BT 49 n~1 ~ , ~ rn .47 7YP;;: i m.. 3 ~ ...b......... I NUMBER OF LOT . . ~ ? " ~ S . CRAZE 11:81,- 117 ~ I lot' I I L I I 6050 SF ~ w Q, ~s I I ' • • • 12 8
,1 1-~,, . E 1~ x o 639;1 SF .n w I~ s , E ~ 10, S'T1'P I;,, ~ I „p' I P I STREET R/W + _ LENGTH.........,.4,395_ FT ELEC ESiIi I` ; I IN' r' , ~1 _ ~ I I
1 ~ 11 1-, 1 ~ ~ 112 - ~ I 98 i I I I I; 1 WI r I 111 ? E ~ . P I STREET R/W AREA........ + 112 M~ ; 6753 ~ ~ 141 W , <9 i QI~ ~I~ 72 ~ o? O ~~i;ll~'~ I , .5.34_ AC
.r • "i 1 i 1 h ` "fie, 9969 1. 131oa 1 ~ „ 148 I, 9969 SF X111 SF 1 ~ ~ 6615 SF I - ^oW ? ,~I tCB i ~ 6050 SF ° ~ I I AREA I N I OPEN SPACES, SF yE;..~f~ 112' 110' I j 6167 SF a; j H' ,
1~ , 1 SF t ~a y l , ~ r, \ + , 'O l.il~ I -Ip (F 11M+. --.110'eLI 1 1 _ ,5 ~ DRAINAGE ~ I RECREATION, ETC.... , • 4s' l 1 f`,3~IA1ER ESNT qp~ r.ax 1 1 i13tF ie~~~ I
I l c~ , t 1~ /t5' s ~r71 t - 113 ' 1 rr1 1 w., , 1. .0 1'BO ? . ~ • 0 A C ~~6' 110 I ESNs 99 ~Ir I r ; Br43~-~- ~ Se. I o.9rx 2'90' I a ~~A = - • ~ , , ~ I
Iln" , 12696 s ~ - / ~~Is ~y 1' SF ~ ~.e 1'BO BEIO 15560 DI 41 I I 6422 SF ~ I I ~ 140 ~ vE f~Y 66.49 49 ! ~ 0, I" 71 D! 4 I , PHASE 3 ~ SF CRAZE 11.91 - -11 1 6247 SF ~ "NlNV66.~ I' • I I 6050 SF I 69.u s / ~ E INV - I I I I 3 SF 'R I FN I /n ~0 -"110"--_ r 110' SINV66. - I ( R
1~~ ~ 1 a4 ~ 1 ° 1' fas' 16 .rll I.o 1,..1 W- a ~.a 1 t4'NTNY6B. II o - „p' , , I I ES I DENT I AL CLUSTER DEVELOPM 1 , I 110. i ENT ) W ~ S fNY 68.015 111 (f IB RCP I X--I S rpl(,P ? I I I ~ ~ 6'L - ' AREA 8.31 11S 1 ~ I Qe7 6' FH! I I ~ .............17.6 5 5
1 - 1.~1 b• loo os5• ~ w ~ m 70 _ ~ 8 A C s 8 w I; e,._ , 139 ~ d : ~ ? I ' I I ~ ~ los B 6359 SF 1=d I I ti; E^ 150. x h - m 6050 SF NUMBER 0 F L 0 T S .
1 11 ~ 1 A' ~ m 114 I a+° a~ ~ ,*o , r I I . u ~ q.aa 7031 ! I RR , ;u02 SF A „ ~ To I 7 v r• SF 110' II , ' IIO' a ~ a I' ro 110' I I
i t ~ s ?,~il 6439 ' ~ ~ 11 1 ~ 1 149' a 1 i~ ~ \ _ tiM, o~an l „p' wl,m,~ ; , i I STREET R/W LENGTH...........2,68 +
~x 15 ° 1-~ 9, oMV °,N ~ 101 W1 5, ~"m 13e F1 ss v STREET R/W AREA ..............3.36+ ~ ? ."m ? 8 ~ ~ 0o 151 ~I a I I I _ AC 108 I 6365 SF ~ ~ ` ; ~ 6249 SF " ~ Q ? W ~ 6050 SF " ~ s I
~ ~ ~ G ,,n ~ 1 ~ 1 - ~ •e 115 x : ~ i \ i , sl 1 s 8088' ] 115 ' E. I " m ~ I a I rnFN y.A 6051 SF Z " ' s r 0 P I AREA IN ? x. ~ m 6050 SF , I , m I ,D' I EN SPACES, D p: 110' A I 110' N' , , , - ~ 0 1 8088 , O ' " N Ito' t T-; i 110' xI . ' ~ ' ~ a DRAINAGE 1
i J r r 1 1 0 r I i n ~Y 1 s 38 1 ~ i v. 1 ~ 11 ~ ~ B, SF ; ~ L m `-DRAINAGE x I r; I , 6'GY I x ~ . O Eswr 1 RECREATION , ETC . 1 1 O A C 1 r h• ~ I ESllr o I ; ~ L~ , FN ~ I t I~ t• ~ I Y i
>E 1 a i o ; ;F C I - 102 v . cif ~ ~ 137 152 I ° ! ly 68 I 1 I rc 107 , ~ f ~ _ ~ 1 ~ 6250 SF ~ 1 ~ lu5 1 6050 SF s A \
/ ~ 1 l ~ 116 ~ ~ 1 - ? r i ~ ,11 `V ~ (5 , RjC v 1 1 , , 1 .7248 SF W 116 q ~ 605 ~o~' i 6512 SF N~~, ~ a I ~ 6051 SF I~ , r ~ 1248 SF ly " - _ r~01 i5 ,1Q. I ~ N 110' I 110' I ~ \ \
/ / r~ 119' ,i Ri V - G 1 ~ 1 ~ i ~,i ~v. W, ~ `y, m ~ ~ 1, 0.1 ~ -fl0 G4arE 11.96 I; . z I TEiPpIdAY 'i?(f r 19' , i ~ A~'\ N' !NV 61.53 - s < 1" 1 I'-ORAI ~ 1 , ~ ~ a1 ~i s ~ NAGS CDL-0E-SAC ' 1 ? ~ ~ ~ 3M1: ~F If A[p s 0.517 S INV 67.54 I 1 ~ • ~ 1 R I I EGNf 1~ ~y _ : , I,'~
1 1,. , , s 1 SM1% I 29'8/8 ii ~C~ 1 ~ 1 1 r; ~`'o 5 IMY 61.5 I : 3r I S' F'7p ! 108 ie : •~A,, 103 153 1. - : ' . TYP 87 ~ I ~ \ 6'Li• ? wa ~j I 6561 m ~ 1 ~ \ \ ~ 6 GI FN °or., 7 6820 f " 7183 ° ' ' ~ . 7454 - ~ ~
~ ~ t 117 , ~ ~ i m I , / ° 1 ~ 1 ~ I 1~1~ 1171 IRSii~6207 ~ SF I i~-licr SF10141 ~ 6 SF , 1326 G", 3~',2'BY SSA -t - •o.nr t PNASEI tp6' GRA1E11.565F , 111/4' Br \ ~
. 4 r I.i' J~ 1 i I a ~ ~ ~ 1, 1. , SF I,- , Dl 45 I L•- ,06~ N 1NY 66.1A,0' ~ t BEND : \ e6~ GRA .81 \ \ ~ CRAY 72.92 .gyp a 1.16L, C0.-0E-SAC 'S 66.1 1 `f.. CA61 ~ • ~ 10 Y 1NY ~ \ 105• ESM1 E 1NY 61.1 1,1 LF 15 \ i
~ . ~ II s~ a r ) ,,e~ i i ~ ~ r;' -r c i ~ Nrxv61.1g, D'DRA1NAr£ T I'I 19 ~ 135 „ , ~~P's ~ \ E1E 2 R , ? , to 68 ' o ~i S INV 67.1ri >•-ESNi 1 o t 154 ~ , • s ' ? `3-- ~ r^>°- 8246 ~ 104 z W ~ f° ' - 8 11 1/4' ~ (g ~ 1454 ~ ~ ~ \
i,~r~f1,J ~ ~ r rCLEAN OUT 6 , r~ ~ r ~ i ii ~~V y 1 1 118 i1 "<<, v 7r- u / bFILL DITCH i ~ ryI 1 I, I l ~ r ~ V r , i i ~ 1 1~ 7233 ,r eV , ar ~rl 72'72 ~ o \ 116 r ~ ~ , '~j~ SF 8622 0 , 8 K 6 TEE I BENDS 113' a _ SF , \ SF . \ \
_:Id ,:H MITH SELECT ` > i i `..i pl 1 sl ~~3, ~ r ~ BACNFILL / r • ! ~ ! ~~~v, i i 1 1 s~'~I°% SF y;, 7233 ~ 6' 11 I/4' , w I I ~ 8'GV. 6'GV „ ay, 6' 11 I/4' \ c'Y . SF rr BENDS 15' u° i SF / 1 .``o~., t j6i1, M 10 65 ` J• o \ \ ~
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- //"ti ~ • / / 0 0 ~';S' ~ s, ` ~i i rkk `PROPOSED ! 1 E1I r 4 `V ~ [ I, 679 329 \ . ~NIP~ •,~a' ; : i i rXXXkX~,Cq~W9TERS LNE-_~'.t 1 1 ~ 6 . t~~ fl ` 6 M(1',r, n,ss 6761 t 'n' SF Erxv66.1 1184 \ cS `S; .`~J, 84 `,rr, J ~ ~ o. ay ,.le~,oi•M ,~N lNY 66.,4m 4 '~S ',~4r ,3 J\ ~JS \ \ I i fi -\C~' ? ,pY'$.p.,~ ' o ps ~j.5ti ~ t S !NY 66.17 <o V $F ~ J..' , J,~/J. ~ ,1 6050 ~0 f ~
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OWNER COIJUMBIA RIM CORPORATION DESIGNED: WKM ~ •v,• w • r W 1 ` A '
c/o MR. MIKE DeFREES ,Lm. ADDRESS 13023 N.E. HWY. 99 SUITE 7 ' N , \ ^ . /w :9 . ; ~ 35.734 SF ' ! W I ~ "'c. . i' i 99 J l l I J oa , ~ 4, _ r WQ '
DRAWN: JHT 1 ; VANCOUVER, WA 98686 ~ ~ ' V a ~ ` ~ ~,~v~ , ~ ~ ~ 9ti5 , ~ a~>~ , . mulY,u~ eASF~xr isEF rL,w Tm rlotxr
PI[ONIi~ [phone]
APPROVED: WKM ~ ~
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DATE: 01/27/06 MALPASS & ASSO CIATES , " ~ ~ r. ' ~ r ! Y \
1645 EAST ARLINGTON BLVD., SUITED SCALE: 1" = 100' , \ t _ ~ T ~ ? ,
GREENVILLE, N.C. 27858 100 50 0 100 200 T ~ ~ \ . ~ r ~ A. A` ~V r !I
[phone] E SHEET 2 OF 21 ° 7 s' . ~ pW'r , _ _ TYPICAL DIT GRAPHIC SCALE ,~=,DD' ~ , 1 ' WQV CH SECTION B-
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M:~dgn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSTONI~ JEFF HARRIS~p812con.d n 9 r ' aax
3:27:52 PM 8/28/2006

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1) CONSTRUCTION PLANS SHALL BE APPROVED BY GREENVILLE UTILITIES COMM ~ ~ ISSION 18) THE CITY ENGINEER RESERUES THE RIGHT TO REOUIRE ADDITIONAL s 1 --f - ~ ~
AND THE CITY OF GREENVILLE PRIOR TO THE CONS a ' TRUCTION OF ANY EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION s Gx m s 's, I 1 , Q N • 1 I '
_ ~ a WATER, SEWER OR STORM DRAINAGE. PROVE TO BE INADEQUATE. ~ ~ • 2) ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF GREENVILLE 19) PLEASE BE ADVISED THAT A RULE TOP ~ 5~ ~ s
ROTECT AND MAINTAIN EXISTING / MANUAL OF STANDARD DESIGNS AND DETAILS AND THE MANUAL FOR THE BUFFERS ALONG WATERCOURSES IN THE NEUSE RIV R ~ ~ s j . I I ~~y J I R I B ~ M1
E BASIN BECAME ,r W DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER EXTENSIONS FOR G.U.C. EFFECTIVE ON J Y 1
L 22, 1997. A TEMPORARY RULE TO PROTECT AND " .<5 3) ALL LOTS SHALL EQUAL OR EXCEED THE MINIMUM DEVELOPMENT STANDARDS OF MAINTAIN EXISTING BUFFERS ALONG WAT '
1 ` ~ ~~W ERCOURSES IN THE TAR RIVER "v~ ° y \ f P THE CITY OF GREENVILLE ZONING ORDINANCE. ~ ; BASIN BECAME EFFECTIVE ON JANUARY 1, 2000. THIS RULE IS ENFORCED ~ ' W 1 R N 89°2'03°E 1 , ~GW r l r..1B s 075.7x. $ ~ CONSTRUCTION TIME SEQUENCE
4) WATER, SEWER AND ELECTRICAL SERVICES PROVIDED BY GREENVILLE UTIL T - I IES BY THE DIVISION OF WATER QUALITY (DWQ). DIRECT ANY QUESTIONS ABOUT s ~ 1 '_--PROP; 5) ALL UTILITIES SHALL BE , ,,,r - ---p~- .~..e~.--1 x
UNDERGROUND. THE APPLICABILITY OF THIS RULE TO YOUR PROJECT TO MR. ' + - ~ slcN ROGER THORPE, t ! S , ~ Es~r 6) BOUNDARY SURVEY PROVIDED BY PARKER AND ASSOCIATES. REGIONAL WATER QUALITY SUPERVISOR, A ~ 1 slcx slat - 1 ) Eswr EsMr ~ I. INSTALL STONE CONSTRUCTION ENTRANCE. r
W SHINGTON REGINAL OFFICE, ~ r 7) ANNEXATION REQUIRED PRIOR TO RECORDATION OF ANY FINAL PLAT. AT - ! , m 86 = ~r I, ' ~ , ~ r- „ I~. 2) INSTALL EROSION CONTROL MEASURES
„ [phone]• 1 , ~ 85 81 DITCHES REQUIRING 48 DIAMETER PIPE OR LESS SHALL BE PIPED. 1 ~o, ,75i 8491 20) ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE ! ~ ' 87 sF sF ,86 ~ 85 = 84 ~ ~ 83 ~ 82 ~ '81 ~ 80 ~I ; ~ r WHERE POSSIBLE. - ~ ? ? ? L~ ~ ? _ 79 ~ 7991 ~ ' , r~l 7157 ! 8491 8491 6325 6325 6325 6325 6325 ? ~ e f r r
9) MAIN AND OUTFACE ACREAGE FEES ARE DUE. ! 1 16656 I WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATIONS, AND RULES. ! 1 ~ sF 150'PUBL[Cfl/N-2B'B/BI . I 3) ROUGH GRADE T SF I SF i' SF SF SF tF SFr SF 95F3 ~ 15 I ~ HE STREET. M 2B B/BI IC P./ - ~ I
10) CONTRACTOR MUST NOTIFY ONE-CALL CENTER (1-800-632-4949) p , r A MINIMUM OF IN ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO T5 48 HOURS PRIOR TO THE START OF ANY EXCAVATION ACTIVITIES. ~ ! - era sc' 15' ,r 4._L.~_~i4 ~ I ~ INSTALL STORM DRAINAGE. - - - . I
THIS LAND-DISTURBING ACTIVITY. APPROVAL BY THE CITY DOES NOT SUPERCEDE ANY ~ , 1 11) FINAL SANITARY SEWER MAIN LAYOUT SHALL BE APPROVED DURING THE CONSTRUCTION OTHER PERMIT OF APPROVAL. ~ ~ ! B8 ...ice I 5) INSTALL INLET AND ._.._m a' Isa _ ce9f •Uw` ~ ~ M, ~..r..,.,-~, , I ~ OUTLET PROTECTION mh~l ~a.ltmi .a a•u'mhLU.ss'Ial a.fa a„ ~•s,, Wt S I a I r
PLAN PROCESS BY GREENVILLE UTILITIES COMMISSION. x - ~g+ 21) MINIMUM GRADE ACROSS GUTTER LINE IS 0.307.. 1 t3B92 w SEED AND MULCH DISTURBED AREAS. r o.t~s o..as~- a~T .rns sera~h n ~~,e 76 1g1 I I C991 a C891 su ael.ii u zl~ ut.w Ial CB9o a 20239 , .'I
12) APPROVAL OF WATER MAIN IS CONTINGENT ON APPROVAL OF HYDRAULIC ANALYSIS. 22) THIS PROPERTY IS NOT LOCATED WITHIN A SPECIA ~ ~ " ~ L FLOOD HAZARD AREA AS DETERMINED ~ ! _ ! 1 11+, rao „ I J SF I I 6) INSTALL UNDERGROUND UTILITIES. . _ ° i~ ' 22~ a I SS 55 ' .,55.. _;I 110, • r.,_r. ~
13) NO PERSON MAY INITIATE ALAND-DISTURBING ACTIVITY BEFORE NOTIFYING THE CITY BY THE FEDERAL EM ~ , `~a ~ i ~i„ , F I 110 L-- I f-b._ ' `si• 1 10' r n ; J RH]NESTO~~,~, DRIVE I - a ~ -?r I I I 7) SEED AND MULCH DISTURBED AREAS. I I , M ~ a ~ I! ~ I DAaINACE I I
OF GREENV ERGENCY MANAGMENT AGENCY. THIS PROPERTY IS LOCATED IN ZONE ~ ~ , y+ i ILLE OF THE DATE THAT THE LAND-DISTURBING ACTIVITY WILL BEGIN. ` ! 1 1 I "X" AS SHOWN ON FIRM PANEL NUMBER 3720 4665 OOJ, COMMUNITY NUMBER 370191, ~ ~ ~ s- ~ a( 14) NO LAND-DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPR , ! [i stL ~ i ° g 95 ` I 144 I /s` 75 ESMf r I A2 ti ~ ? B` ^ , ? I ~ 8) INSTALL STONE BA _ 93 94 ; 8116 8068 ~ 12445 I I SE FOR STREETS.
OPRIATE DATED JANUARY 2, 2004. ! l;,JI 89 ~ i~a EROSION CONTROL MEASURES MAY NOT PR OCEED UNTIL EROSION CONTROL MEASURES 231 NO PERMANENT STRUCTURES(S), INCLUDING BUT NOT LIMITED TO SUBDIVISION SIGNAGE, ~ ~ 1 11220 ls, I 9121 860 , SF i 5F ~ ~ 1'', SF ' 9 8096 / _ r I , I e ~ I 145 - ~ I i SF sF ~ SF I ? 12~' , r I r 9) INSTALL CURB AND
ARE INSPECTED AND APPROVED BY THE C UY• FENCE 1 ! sF S OR STORAGE BUILDINGS, SHALL BE CONSTRUCTED OR LOCATED IN ANY DRAINAGE ` + ! ; 1 i ° - ~ .?m .o ~ tog' I I Ten ,,1 1 I GUTTER. m . " m ~ rr §i ' I sF I I 10) PAVE THE STREETS.
15) SCHEDULING OF APRE-CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL OR UTILITY EASEMENT SH ! 1 ~ J OWN ON THIS PLAT WITHOUT PRIOR APPROVAL FROM THE CITY 1 1 ! h g0 91 I I I ! 115' ! I ,.i I , 91 5 15' ~ 96 ~ L 14?, a ~ ? I A 1S' ~ ORa1NaGE~ ' 6365 SF ~ . II 6;'x1 5 I a ; 74 ,a I
' + , - ? - 8,92-~., e~ INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES. OF GREENVILLE PUBLIC WORKS DEPARTMENT. ' , 1 13229 g FOR INSPECTION PLEASE CALL 252-325-4467. 24-HOUR NOTICE IS REQUIRED. 24) NCDOT DRIVEWAY PERMIT 1 ~ ~ 4 1 sF sF ' a192-?I e~aulMaa 'I ~ s" F I 11) GRADE THE SHOULDERS. R ESK j ~ I 8821 I` , I I O! I6 SF I ESYi ~ 146 I - I
IS REQUIRED. ~ , + 1 16) PROVIDE A GROUND COVER SUFFICIENT T ~ , WD L ' 0 RESTRAIN EROSION ON ALL SLOPES 25) SITES DISTURBING 5 ACRES OR MORE ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) ' 1' ~,1 I ! _ --rp'~- CkIIE 73.18.0' ; 108' ' SF I.. ~ r r 15' 6647 sF I 1 12) SEED AND MULCH ALL DISTURBED AREAS. 10 DS ~ ~ r Ixv 66,z i 1 I " / 111• ,.2 N INY 66.16 DRAINAGE-+"~ G- 1 a' I
l 1, a'- WITHIN 21 CALENDAR DAYS FOLLOWING THE COMPLETION OF ANY P -6 RASE OF WITN THE NORT 1~ a, - ~ - i r 0 118' I I . ~s d.15%'-- 5 INY 6e.15~ r I : I ESMi ~~•L--D ~ i ~o I I I ;I ,62'._. 115 F 21 I 9l I: ~ ! I ~i I ~ 6484 SF f . ~ 61142 ti~ I 5'SIDEMA<K ~ L 73~ i ~ _ _ M I i
H CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT FOR COVERAGE UNDER 1 ! r , THE ~ 1 " D! 19 GRADING AND ON ALL DISTURBED AREAS WITHIN 21 CAAENDAR DAYS FOR ALL NPDES GENERAL PERMIT NUMBER NCG010000 PRIOR T ~ ' ' tl w .+~5'- anArf 0 COMMENCING LAND DISTURBING ACTIVITIES. 1 q ! , N ,~~~r.-~- xlxv . 0! 19 ~ n I 6 SF I 1 1YP ~ G 3 ~ . I I ~ ~ 47 I DRAIE n•e~,~ 113' Ior i j l 1 6050 SF 5 v • >i I I
CONSTRUCTION ACTIVITIES. 261 REMOVE EXISTING FIELD DRAIN TILES AS INDICATED N1 ! 1 flxv ON PITT COUNTY CONSERVATION MAPS. , .a X51.. N INY N.51 d~ Y 639.1 'F r I I I P f INY p.S.t ~ ~ e 1.1 I ~ I 110' w. , I I I I N' ,i I ~ I I
17) CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES 1 ! o ON A WEEKLY BA rr ~ ' 1 ~ SIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP EROSION 11 ~ ` ~ 112 s 98 I I L, r Z I~ I I 111 w ? t i ~ I v i ~ I r
,A ~ ~ i ~ ~Y 11 rta. 9969 1• CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN ISSUANCE OF STOP WORK , + sF 112 ? 6753 141 ~ ~ i " 72 ~ ~ o ,il~~ I ~4 9969 1 SFOB ~ 11 SF ~ " 6615 SF ~ " ^ew 148 ~ I eB j 6050 SF ° ~ to I I
~ ! ORDER OR CIVIL PENALTIES UP TO $5000 PER DAY OF VIOLATION. SITES UTI 1 1 ! . 1 - LIZING SF ° ; It2' f~` t10~ I j 6167 sF " tE _ I I e , !II ( n01+ - °--.110'-- I I r CDR P, F IB RCP Y l.bt _ 1 aINaCE . ~-3'Ma7ER ~p z !il3Li I
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w . R , WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROL 9'e~e) r r
INA ~ , ~ TYPICAL DITCH SECTION A-A . w / 9 GRAY 73.11 v _ ` - \ \ r ~ ~ _ ` I \ \ ' f !NY 69.10 DI 11 ^ l,
OWNER COLUMBI ~ ~r v A RIM CORPORATION \ DESIGNED: WKM ~ m i \ \ \ \ ' ~ N TNY 69.39 _ ~ GRAIE 1E 1., r. / ~ _ - '1' 'A. A ` ~ ' " r N ~ MINY 7V 5B J <
c/o MR. MIKE DeFREES ~ `v, \ ^ AREA ' _ „x„. A N ~ jT \ \ \ i ~ ~Q'k' o, , ; 35.734 SF 1 / W
ADDRESS 13023 N.E. HWY. 99, SUITE 7 , DRAWN: JHT ~ , " , ~ , = 4, / 1 / r ~ \ \ \ 9,J ~ I J ~ ~ HAAINACE EASEIEXT (SEE FLAX FUI 9IDTH)
VANCOUVER, WA 98686 I Q' 2 + \ \ f , , Qom , v l
PHONE [phone] APPROVED: WKM 3` ~ ~ ° \ ' NcE , r m t z
~ f' ~ , . a ' 4" ~ ` ~ F` f a \ ~ j l F ~ I
DATE: 01/27/06 MALPASS & ASSOCIATES p "J e ~ t ~ I , a.,
1645 EAST ARLINGTON BLVD., SUITED „ _
GREENVILLE, N.C. 27858 SCALE. 1 - 100 r , ! ,1 ~1' o so 0 100 200 ~ l t \ \ \ \ k i : L . £ ! y r f
[phone] r ~ A, 1 l :l , _
' SHEET 3 OF 21 HIC SCALE , ,DD' rY t \ \ wQ~ T P I CAL DITCH SECTION 6-B • \ \ ! r I , I I y~~
M:~dgn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSTONI, JEFF HARRIS 812con"d n \ , a~ y Il n..
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BY . • - DATE DESCRIPTION - SEA ~ i 1 W ,S ~f si, 6050 a Rfs~\ r' j tvEST SF 189 o SF 219 ~ ep r ~r 64,16`'.. tl' ~ ~ 15>'E\ SF 14 ~ ~ srrs ~NL' 6050: 188 6050 0 6 IN29 0
WCO ° Vm w Aa, N 70°33'21"W. ~ ~ \ ~ ~e 1o'xa'V'~ , ~ ~ y 1 06/06/06 GUC COMMENTS - ~ - ` TAPPIHOTEE \ti ` ~ ~ s a,.,, AM ~ °i PROPOSED°•~,,,, 9'CV ~ y / ~ y SR1~R \ 6050 c 1 fR S Yf `,.~Rly sF 6050 c SF ~ 219 11 I/4 / o ! i ° r N b Sf \ SF ? \ s ~'II4RY ` SF ~ 6050 0 ~ r Il°~r ~Cq 6050 0 18 \ s ~'R ~ \ 167 c SF 191 ~ ~ ~r
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WINTERVILLE TOWNSHIP PITT COUNTY lr Rip, URT p` NORTH CAROLINA ~ q \ti~ ~ y^ p 1 / pg ss: A SF a xr-° r s • I ~ ~ \ \ ~ - z A . . "Irp ( \ it ~ r /
OWNER COIJUMBIA RIM C ~'w`. ~ ~ ORPORATION ~ v,, - a
DESIGNED: WKM ~ v c/o MR. MIKE DeFREES r' w ~ A. V i' 0 3 '
ADDRESS 13023 N.E. HWY. 99 ,SUITE 7 DRAWN: I ti m f , fSyl A m , ~ ~ ~ ~ ,P ' ~~°2~, COMMON I ~ I,r ' ~
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M A L DATE: 01/27/06 { PASS & ASSOCI ATES ° 4~ v v ~ A ~ 1 r ~r r - _ , / o , • e
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PHONE (360) - 571 0785 APPROVED: WKM
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.Q I M~ I SS ~ S I I N a o ~ I I y BY N0. DATE DESCRIPTION s~?L ~ 09 ~ ~ 9 N _ ~ S I 1 9 d b~ ,r a. ' ~ 6 0 1 9 ,r ~ ~ d 1 r`
I ~ ~I I. WCO 1 06/06/06 GUC COMMENTS - ~ Q ~ I I . E ~ . ~ ~0 d . ~ ~o> ~ ~ ti ~ ~ bZ cL ~ ~.y 1 01 - _r ~i- ~ ~ ~ J dOdll 0 y W '1 ~ , 1 a- i ,6 ~o _
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CURVE RADJ~~ I. NGTH CHORD CHOR FARING C2 500,00' 68.38' 68,33' S 42'56'11 "W
VPILLIAM K. MALPASS, P.E. 16823 C3 300.00' 150.55' 148.97' S 32°28'41 "W C4 150.00' 98.26' 96.51' S 36° 52' 04 "W
C5 150.00' 137.36' 132.61' S 32°28'41°W , ~
100.00' YC 100.00' YC
VPI STA = 1+15.33 VPI STA = 4+06.83
VPI ELEV = 72.05 VPI ELEY = 72.15
.ii~f1 Jl f - _ . ex = 0.28`
I r. s , I , , J I I 1 I ~ Y;~} 100-00' YC .,e 3.d. ~
i I i I ~ ~ _ . 3- ~ ~ F . I ~ VPI STA 6+51. Bt n~_ _ _ _.y _ _ . ~...w ~ _ ~ a ~ ?
a fi ~ I F _ ~ __t a ~ l ti INTERSECTI ~ ~ ~ s - s 1 _ _ I 1 _ a c ~ ~ ~ - ~ - - ~ ~ . _ ~ - " VPI ELEy = 70.70 I _ ~ ~ , 90.OQ VC
I ~ j , , T- - _ STA 0+00.00 JADE LANE " ~ ~ ~ . - 1 r ~ , . . r , o ~ - i ~ t ~ i { g. ~ _ ~ ~ I j ; ) i ~ T 1 t
- _ _ ~ STA 3008.35 AHiNESTONE DANE , ~ ~ ~ I ~ f FE 73.5 a - f i , E ~ 00 LINE ~ ~ _ VPI STA ~ 12+50. k 1 r ~ i p- - t t ; ~ I ! I "
i F ~ .i.-~_._.... . _..i. v_...._. I 4 _ , i ~ I _ r_,.-., _:...__r...w I 9 i ' ~ VPI ELE1r~ 69.99 ' STA 14+00.00 JADE LANE r ~ i i _ 3 _ . FE 69 99
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HYDRANT; I STA 2+70.00 JADE LA ` ' ~ NE 1 I _ _ _ NOZZLE ' ' ' 3 ~ ;INTERSECTION I ! l 3 ~ INTERSECTIO ~ S I
, r fi,,.... .~....wi .~W.v ,a . - ,STA 5+92 19 ZIRCON DRIVE ' ~ ~ I _ .:ELEV 74. i ~ I , + TA 9+93.55 JADE LANE - ~ A 12+11.81 JADE LAN + ~ E i , -
_ ~N_ • FE 72. BO ~ y , _ .mm..ua.~ _aw_~ _ ~ STA 13+70,.50 EMERALD PARK DRIVE ~ 1 STA 0+00.00 RHINES ! E ~ TONE DRIP , _ ~~FE 71.42. I
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i OX ! _ .tp,55~ ~0.5 r ELEV 73.36... ~ ~ ~ ' ~ l ~ ~ s b ~ ~ f ~ I E i 1 f
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_ ~ , I 1 ~ i 3 MIN I ~ ~I I ~ 6 WATER MAIN ~ ~ ~ ~ = - ~ ~ ~ 3 MIN - ~ ~ . I . ! ~ " I " _ _ . ~ , ~ i ~ '
t. ~ - ~ PROPOS 8 WATER MAIN I I ~ i , i . , ED 6 PVC ~ - f , ' ~ ~ ~ j k ? i ' = , ~ i ~ ~ _3 ' Q`~i ~ ~ ` } R s r - . I ~ I
d K 3 , i .~w ~ ~ IMATEA MAIN _ _ _w_ .~--~...w ~ . _,_~W.~..~.-... . ~ .Fr v~. , -A-_ _ _ . 6"PVC _ ; _ _ P ~ .w~__~t~ i P a i ~ t ~ _ - . ~ . ~ 1 ~ , I ? ~ ~ ~ _ ~ ; ~ ~ ! +0, 5071
OSE a~ I R , ~ I _ ~ ~ R MAIN: - w~.~_ T ti ~ ~ , a I wA .._w-,.~_ ~_-.~_-_----.a_ 3 MIN f ! ~ '•Q,ggX _ - _._.m _ , _ ; ~ i ~ j °~y:g~, . ~ _ 507E ~
OSE . i T ~ ~ ~ D8 _ _ I R I a I ~ ~ - -I- ~ , _ _ MA 1 WATE I ~ _ . - I _ _ ~ d ~ .
I ~ r ~ I ! ~ 1 IN _ , , _ PROPOSED - " S „ 8 PVC ; - _ { ~ a I PVC
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r i I ~ ' ~ $E ~ r ~ I l ~ E r 3 i rER 1 1 y ~ ~ SERVICE- r- ~ , _ i . ; ( ~ ~ ~ 1 I , ~ C PROP ~ _ ~~w_w.~.~_ s'rATEN wt 1: 1 t f ! ~ ~ 1
l _ _ ~ , ; _ - , , ; _ . ~ ~ . ! ~ • i 1 1 ~ ~ ~ s ; ~ 3 ..:645 DI ~ _ , , ~ _ , ~.a ~ I I , ' _
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- _ 1 ..._w....._ UNDER ORM f YPI1 ~ ; r _ __._..__r ELE 72 9 . s~._n~ r , 8Wp C MAIN I i d II ~ PROP , f ~ ~ ~ I
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I I ~ ~ r 'STA ='~5 545 , . ' ~ ~ 12 MIN i ST - - ; E I ~ , a .~M 5~ i F ~,.w . ....,rv._. ..~_.w..._.,. i ~ _ STEP DOWN ~ ~ - ~ a
X00. 1 VC ~ ~ ~ I ~ ~ I _ t i ~ ' UN ER STOR 0 .00YCE E_ _ w _ ~ ~ ~ _ `.UNDER STORM ~ VC F ? _YPI_ELEY_- 71.9.'.._.... ~ ~ CB 28 _ _ ; 4 ~ sErEN 8 45 DIP ~ ~ ~ DRAIN 12 MIN. ~ _8°45•D
I ~ ~ ~ _ ; ~ ~ _ _ DRAIN F ~ , . a ~ • ~ ~ , z , , . sENVtcE 'VPI STA ~ 9' ~ e ~ ~ IP 4-STA 12+51,0 18 LT _ t { STEP DOWN 0 QD ~ ~ F
_ , ~ > _ _ _ _a,~-_ ~ ~ ~ i 12 MI ~ UNDER STORM ~ ~ STEP DOWN HOOD 70,19
_ _...w.._ . w ~ _ _ e _ _ f k , , ' 100.x' YC ~ UNDER STORM N INV 66.45 ~ w DRAIN CB 95 ~ ~ ~ DRAIN . _ ~ _ <.,f , ~ w _ . _ 4 SEAR r ,
, S j t g ~ Q ' i ~ - , i , F _ _ a ~ ER r ,..STA 9+78.55 18 RT SERVICE . sEUEtt.w.. ..a...:~_w ,..w.w__. w. _r,~ _._u___ i 29 _.~.._~p, .._.~FI~F_,. 7(1.49 r _
T ! i _ L_ ~ SERVICE ~T. , ~ . HOOD 71.59
_ - _ ~ _CB~53' CB 54 E INY 61.50 CB 96 H S A_ 3" p 00 `
E E ~ ~ _ ; STA 4103.83 18 LT' STA 4+06.31 18' RT - E ~ _ OOD 70 19 ~ 9 _ ~ _ C _ k + RT S INV 66.39,,
_ r a HOOD 72.37! ~ ~ , HOOD 72.37 _ -~_._nmve~_ . , ~.~y..~.~ p,z , ~ 92 'SEVER INtN E INV 66.03 E INY 65. B51 ' ` 100. H000 70. 74 ~ w INV 66.386 ~ C~ z ~ ` _ STA 6+81.85 18'LT ~ ;
..-._~_._~r_ s . _ w._.__.___ INV 66.02~.-.M INY 65.91.. _ ~,;n.._~_ 1 W V 66.10 ~~w~m T_.__. - - HOOD 70. , ~ .m~.. _ _ ..~.v._, __v 98~.... ~ S INY 66.10
i , i i ~ _ ? ~ o 2661E 1 " W OP , VC SANIT _ ~ 5 80 ~_ro_ ~ ` ~ i ~ E INV 6 . ~ r-~ ~ _.u ~ _ u.._._ - _ i w_k_._~ ~ ~ w INY 66.09 ~ , ~ ~ a
' J ~ ~ I ARY S ~ ~ - , x , EWER a 0. ~ ' ~ 30x s ~ ~ I ~ a - ~ - y W w INY 65.79- _ _ i . , ~ CB 52I DOUBLE 1 ~ _ ~ ~ _ ~ ; _ i f ,
i ~ ; g ! i f _ ~ 1 ~ ! CB 56 I f MH 43 , ; , ,STA 1+35.00 18'RT. ~ a W ~ i l~ ~ ~ x ~ ~ { ~ .._..STA 6+76.28 18 RTf _
348LF ' E 10 PVC p~.~~_ a_~.._..._~~~.._w _ ~ rSTA 0+00.00._.__- ~u-... ' SANITARY S W r __~w_~.. -----HOOD 72.32 ~..w d w_ EWER ~ 0.3 F ~ k HOOD T0.98 _ _ ~ ~ ~ ~ i ~ ~
. RIM 73.55 ~,_r ; o ~ _ W . ; < _ r 66.32 ~ , r 7 4 ~ 1 ~ r M_. ~ ? i E INY 65.45 ~ '
. E INV ~w_W.~,._.~..__ ' i I ' , , E ;N INV 61.50 ~ , WINV 1 ' ~ ; ; U~ ~S INY 61.50 + ~ ~ ~ ~ ; _ V 65.44 ~ SErER WIN- - -a_ . i i p ~ ~ .r_x~ ~,.W_,__
_ ~ ! 66.3 ~ , i + STA 2+70.00 - a , E ~ ~ P_ { _ ! ~ _ r ! ~ , { : 6LF 10 PVC
61 30 ~ ~ ~ ~ CB 55 } - , RIM 72.80 E - - a ,....,.:.STA 1 35.00 18 LT _ ~ 60.60 , K ~ ~ ~ ~ ~ s SANITARY SEWS ' ~ ~ _ U~ R~0,3 _ ~ ~ _ OX
! 4 SERV INV 6T.22 ' + ~ N INV _ ~ _ w ~ I ~ ~ HOOD 72.32 ~ ~ ~ ` _ S INV 60.60 _.~,._,__w______ - ` ~ E ~ i 'SErER MII1N ; r -
I , ~ ~ ,a E INV 60.5 _ E ~ ~ ? i i ~-----.___~-E INY 66.38._...1 ~ 0.~__.r ' 0" a ~ R t C 1 VC SANITARY " 0.30 11 E
, _ ~ . ~ ~ E ~ f , _ _ --.STI W INY 66.37 ~ W INY 60.40 ~ ' ,STA 6+23.39-.__~.~o._ ~ , SEWS R~ e , 'RIM 71.241 m_._M _~.__N~._ .,.__M_. C __e_._il_...._ ~ _ 2LF 10 PV S x s x a ~ ANIt ~ _ __._a_ _ _ ~ R
E ~ , n i i _ i ~ ~ , t ARY _~s ~ , e SE N INY 59 36 ~ ~ ~ i EXTENDED; - - - s - - 0.30x 114LF 10"
~ ; ~ _ ~ ~ y ~ - ` 6 ~ f _ ~ 4"SERV 1 PVC SANITA ~ ~ S I NY 59.26 _ ~ - ~ ~ _ _ ~ _ _ MANHOLE BASE'. ~ ~ _ S RY ~ ~ ~ EWER @ 0.30X
P ~ f ~ ' , 3 , o ~ u , _ ~ ? s EXTENDED' ~ j - _ ~ _ 421LF a f s` 4"BERN INY 64.90 ~ ! MH 37 MANHOLE BASE 10 PVC SANITA RY
f - _m _ _ STA 9+93.55 SE MH 36 EXTENDED; WER ~ 0.30x r RIM 71.42. ~ u ~ 20-? F E 3 BA
_ _ i ~ , ~m_ F_ r _ i , ~ __r . 2 - 's ~ Y _ $p i MANHOLE SE ~ ' ~ STA 11+13.55 n__.__F~ ~__~_e.. .~,.v;.....~. rA_~ ~ _..~.m, _m._.._._~___.;~__ E INV 58.33 ~ __M__.~_ EXTENDED _..A___ _ .e.. _ ..__.t._- _ .MH 22~. RIM 70.75 .~v_."~~`R~MANHOLE BASE{'
A i a ~ . = i ~ V Y ~ ~ t ~ _ 6 _ S ' _ d - 1 ~ ' , ~ + ` N INV 58.16' , _ _ _1 ~ STA 12+32.59 e. a , ~ N INY 57.71
e - i - - 3 _ S INN 58.06 ~ ~ Mi 21 2. ~ _ - i _ ! ~ a RIM 70.13 ~ ~ ~ _ - _ ~ S INV 57 61 ~ f a _ ' _E INV 57.43 _ } STA 13+53.56; ~ ; _ ~ !
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I E ~ Wa.~._ . - e~ _..~.r. p . e ~ ~ , ~ ~ = E INY 56.83 _ _ _ r._ ~ r_ _ ~ , _ a W INV 57.17 ~ ; ~ ~ ~ F_ ,
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, , r OWNER COLUMBIA RIM CORPORATION ~ ~ ; r - _ ,._.M._m.._.... w _6.__ . ~m ~ h ~o _ ~ a ~ ~
DESIGNED: WKM , ~ < _ _ _ t_ c o MR. MIKE DeFREES t ' a
_ ADDRESS 13023 N.E. HWY. 99, SUITE 7 , s w . y r
DRAWN: JHT ~ h , VANCOUVER, WA 98686
ONE [phone] . . W
APPROVED: WKM , f s ' ~ ~ ~ , . , ; E ~ P , a,~..._ r._ __.u a,~w~._~ ~ _ ' ' ~ ' " " r ~ ~ i ~ ~
r _.t i ( 1 DATE: 01/27/06 ~ j 3 ~ ~ i _i t i 6 {
MALPASS & ASSO - CIATES ~ - , , t ~ _ i ~ ~ _ _ _ _ 4
f , 1645 EAST ARLINGTON BLVD., SUITED ,HOR: 1 50' ~ - _._p sca~E. t ~ l y - ~ ~ ~ ~ ~ _ _ ~ ~ ~ ~ ~ a _
GREENVILLE, N.C. 27858 vER: t = 2 t a _ n,..... _ w__...---__ ~_w~bw _ _~~.w,.~,~n- ~~_.~.,a_ -1780 n ~_u_mr_- - _.__~~.~_.~we~ _ - ~ l , _ I ~ r _ . .:M.____._.:._~. _ __r._._...._. - s ~ 3
F'd SHEET 8 OF 21 GW) ~ ~ - _ ..,,....._......w
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8Y N0, DATE DE ~ os~s7 ? ~ , ~u`j"r ~g ~ ~ L ~ a W SCRIPTION ~ S~L = ~ ~ i h.~.,S w ~ ~ I ~ ~ CO 1 06/06/06 GUC COMMENTS _ ~ ~ ~ . ° 1 ~ ~ ~ ~ 5 y~ . ~ ~ o ~ _ rl „ ~ ggg ~ I ~ Z ~ bB . 31 o f " a • ~ cam.. °1 n -o g l n 3S Z~ 14 ~ ~
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JADE LANE CENTERLINE CURVE DATA WILLIAM K. MALPASS, P.E. 18823 ARC £L ~ n ~ ~ .
CURVE RADIUS LENGTH CRORD CHORD BEARING a ~
C6 5000.00' 112.75' 112.75' N ii° iS08W
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, ~ _ . ~
i 1 - ~ , - r - ~ , MATCH L INE t ~ , '-100' VC _ ' F , _ ~ _ 100 VC m.. y , _ _ i
STA 14+00.00 JADE LAN - z ; ' 100' VC _ i ~ , ~ ~ ~ ~ - w _ _ _
E a ~ ~ ~ _ FE 69.99. ~ VPI STA = 1709.98 _ . ~.y~. 6 VP 1 , a. M 6.9 m -.n-_.~. ~ ~ VPI ELEV = , - ~ ~ YPI STA = 1850.0 -n~._ ~ a~._.-,. t , 2 0 ~m.-: _ 100 YC ~ ~ ~ ~ ~ ~ VC ~ ~ , 100 VC
._.,ri__..._ ~ YPI ELEV - 67.62 _ y . r _ . ex 0.19 P , , a VPI STA = 2001.65 _ , VPI STA = 21+78.58 , ; ;YPI STA = 22+89.57: Vp YPI ELEV = 66.86 ~ _ ,
__.~____.__ex --0.13 , ~ , ' FE = 67.11.. . ~ _ 9 YPI I STA = 24+00.00 _ , ELEV = 69.51 VPI ELEV = 68.95- ' 34 LT OF RP OF CDS _ .Fex = 0.25 _ ~ __.VPI ELEV = 70.38 W_ ~ - TERLINE OF JADE LANE ~ ,
FE 67.4 - , ~ , r _ ~ ~ _ s , , , 4 , y , _ ex - -0.25 ! CEN FE = 67.11 .._~_.-_.._M - 0.22 _.AX .-w~~m - ~ -.,,,_,.ex --0.10 ,._.___W.._ STA 28+01.36 J
t . e ~ 1 ! r 1 k Y ' 3 F a , , C g. t FE = 69.26 FE = 69. ADE LAN ...a~ , _ :17 FE = 70.28 i i E _~__...r a..-~.e .39 2 , ; ~ , ~ i ~ ~w.__.~ ~ ~
i I ^ ! ~ y _._M ' i _ __p_~,. F..iM i r ~ ( , I
INTERSEC M _,_..K~_.~..;_..~ m_. , d ~ ] , _ ; ~ _ ~ ADE LANE -STA 17+84.30 J ' , - ; 1 i , I ~ ~ a ~ ~ i ~ ~ d ~ ~ ~ ~ ~ s I ~ ~ NTERSECTION I ~ _
N.-,___m_~-..;._. _ l 1 d 1 _ , _ ~ F _ ~ t ~ s _ ~ _ ~ - STA 3+05.91 GARNET WAY , F , , . ~ _ _ I ;STA 22+03.58 JADE L C
E 67.29 y , I _ , ~ , ANE -°r-----------^ , ~ ~ x y , -..STA Of00.00 , , _ i , ,MASTERS COURT.._____ ' ~
' ~ ~ ~ ~ y i 1 E ~ i ~ o ; I r . FE 69.3 ~ f.____ _ I ; I ~ I .~w ,._w-.,~ , -_...__A,w M s I ~ _ . ~ _~~w ~ s ,
__-S 1 f f _ _ s` . 3 _ • , ~ ~ , . 1 -..r..w_.~,,,~~ ~ , i ! ~ ~ .,-~...-.._-_-i f e ~ _ x. a~~.. ~ ; . , ~ -r ~ _ ~ 1- _ FIRE _ ~ ~ ,
, .~._,-.,......~.-.a « _ l 3 _ 7 .m,.~.se...,,y...,-~...,-.-..~...._.._._~ t , i , - t i _f - i ~ i _ , _ _ , i ~ ~ i 9 P - , , ~ ~ ~ I. ~~HYDRANT~ , , e . _
6 t ~ _g..._.~ ,~._.ws_..::. . ~ i 1 ~ , _W._,.- s.._._. _ , - _ _ i ~ - _t 1 • _ i _ NOZZLE ; , m ' P . , ~ _ :ELEV ~ .
~ ~ ~ _ _:I 9 a _ ~ - ~ , 9 f ~ ~ ? _ _ 1 ~ i F-- i r , ! , 1 .e.,__,_. _,W-.,._ ~ em.~ ~ - __b.._..._ P ! ' I x ~_m. • ~ ,
, z-- i , 3 , ~..a......_,. i y i.. i e_ - f e t ~ - r~ _ _ T ~ , , . ~ r----__ - ._.r , _W..u„-._ . „N
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1 NOZZLE _ F ~ ~ , r ~ ~ t . _ ~ i x p t __.,~_,-e
, ~ ~ _ ' p E - LEY 68.99 __w _..~v_,-._µ.-.~___ ~ y ~ _s , g9 - 2 WATER MAIN f 9'~ ~ , _ f 3 MIN ~ - - - _ 2 _ , b: ~ v~ m. - a
9 , - ; L . -,..aw..e..~ ~ .50z , , ~ ~ , , ' ~ , i ~ ~ '
. , ~ - ~ - r - , a P ,..-e.,._ _m_ ~ ~ - r ~ ~ ' _ ' 3'MIN I , ~.w~ ; _ , • ~ ~ ~ ~ 6 PLUG _ ~ { _
d t - ~ _ - ~-a---,r , i 8 ~ 1 ~ ~ . _ ' a ~ p r , MAIN 'I, ~ 2 ~ I a TER ~ I ~._~._~.F _-,-M_. p PVC _ 5 ~,w~~~.. ~ ~ PROP , x
, , .~re~ , n , - s , , r 1 ' , ~ M~- __p _ , , y j ~,..w i
I , ~ . " 01 ~..~a. 4 , t - ; ~ t ~ ~ - ~ , R a r~tER ~ , , a ~ ~ 2. ~ _ Dz ~ ~ ,tut , ~ MAIN ~ ~ ~ .~a
•soz o _ .~,__,a z 2 ~ ~ s y s _ ~ ~ _..w_m. 3 N - ~ 6 PVC WATER . , , PROPOSE j
, ~ f w~ MI ~ . , x . i _ ~ ~ 1 - _ ( ~ - ~ - t - - , , , , I 3 IN ~ ~ , i ~ N ~ ~ ~ , ' ~ , ~ a ; 2 PVC UNDER ,
- , , , N , ~....,...,...~-~.n.,~».., f- - 12 MIN ~ STORM DRAI ..~.,..,.n......„.
) i ~ , ~ i f ~ f 1 i ~ " , , fi r r i _ r ~ , . , _ , q I ; .
' 8 WATER MAIN' ~ ; 12 MIN A s ! ~ ~ f d _ ~ ~ ~ ~ 1 _ ~ R ~ ~ , j ~ ~ pS s 2 ~ sEMER _f Mp, ~ r~ I , STA ~ sERVtcE.~_-_ 3 - ~E~ ~ 25+84.58 14 RT
. - ~ . ~ ~ Fp ea ~ , I _.v~..~, a • _ a_ C t PV _ ~ t ' 3 ~ C wp ~ ? ? r _ ~ _ ~ CB 1 HOOD 71.47. ~ ~ ~ r f ~ s e_ j , ,
_ ~ F . , .~wM~. . _ ~ n_ _ ~ ~ . R , _ ~A~ - s ; r- _ Q , STA 25+64.02 14 L 9 12 MIN ~ ~ r ~ S INV 66.94 - ~ E0 j , , r . ~'sEMER' ~ - ~ E INV 66.9
H _ ~.._„_..-v ~ I O ~ , - C UNDER .w ~~._w _ ~ I ~ - ~ 12 MIN 1 ~ 0 ` ~ _ HOOD 71 37 _ Oe 3 _ ; t ~ 6 45 DIP _ _ ~.wQ~. ~ sERVtCE' S INV 66.34 ,
. ~ , I STORM DRAIN _STEP DOWN N INV 66.33 _ _a
~ , ~ ~ ~ CB 26 - ~ UNDER STORM..... _ ~ . , ~~.W .-y _ - - u _
I CB12T ; { W.~ STA 15+14.17 18'LT ` ~ ~__p _ - ~ STA 15 f t 4 22 18 RT_ , _..~.w_ _ ; -,STA 19+6. ..a_~~_ , .._.r.~ E-i , +06 65 18 RT -HOOD 68.95' 6 PVC UNDER ~ I` ~ CB CB 20 DRAIN _a, . 21 -r . 4'SEMER , 18 RT_ STA 19+89.08 18 LT _ _ sERVtcE
CR ~?nrnioi r~
;_,.N000 66.02. i nuuu br.15. ~ I { ~ ' STA 22+76. ,
~ - ~l _ ~ S INV 65.59.. a d w:.. STORM DRAIN ; 4 S INV ' - ~ S INV 65.35. CB 24 64.43 r _..q F ~ W ? N INV 65.58 ~ STA 17+2 . ~ ~ ~ , _ ~ _ N INY i e - ~ ~ _ N INV 65.34 6 65 18 LT 64.42 P. vv VI VVYYLL/ t N I 02 14' LT 4 43 64 51 ~ _ 6. NV ' , 64.42.._.:._.._.- - _ , t 31 I { S INV 65.49..... _ <
. r ~ ~ ~ ~ ~ 1 ~ s_ HOOD 67.17 ~ - ~ ~ ~ ~ ~ r .a ,...n~~~ : ~ ~ ~ :~_.~-_.w.. _ , _
f 5~~ ;12 MIN ~ > _ c ~ ~ S INV U~ T ~ 64 34 E INV 65.48 ' 4 ~ ...e., _.a,e.~.. y ~ d ~ , CB 4 (DOUBLE) ~ _ _
L_. , i , N INV 64.33 8 45'DIP a _.w.~~.~ ~ , ~..._W,~w.._ ~ ~ STEP OONN ~Na._ - )IP i ~ _ , ` 'STA 22+5 ,
a.~. ~ ~ _w...___-_- -.~._n.~ f CB 25 _w.~-..._ _UNDER STORM ~.e~.._ . 10WN ~ ~ ~ ~ 8 58 14 RT - i ~ s ~ _ _ ' F - ~ HOOD 69.31- ~ , STORM . _ _ a_ : ;
~ ~ ~ _ W i s , r ~ m,..~.~...~- ~ , o a_ ° _,STA 17+26.65 18 RT ~ ti~._,_ ~ DRAIN_~,_ ! _ ~ _ V 1 ~ r HOOD 6 . ~ _ $ ; ' S INV 65.30 ~ z : ; E , ~ ;N INV 65.29 o r
t _ b " ~ ~ 717. ; ~ ~ ~f s ; r - a ~ ' C/L I2148 RCP S _ ~ _ E _ ~ ~ - 4 s_ - S INY 64.25 _m. ~ 1 ~ e t .......e..,....-......ry.
_ STA 1858.75 3 ~ ~ ; ~ _ ' ._N INV 64.24 ; - ,tea, W.m,...~a i # J a.....e. i ~ ~ tea.-~.U~ F a i ~ ` F.
~ _ ~ FE 67.69 ,...e.. ..w.~,..~ , a - M E .~._w...~,__.~._ 1 ~ ~ ~ - - , ~ : ~ ! i y ' , a ° 3 J :
f ~ 3 x- F ~ F n~~._ ..._._.w~._ ; ..........a,.n,... W.~,..,.~~.r. ,,,~...,.„.,„...,,~.3. a ~ ~ s .LL. n~.. ; ~ i - m~,__.~ _ ; -r ~ _ ~ , ~ f 3 - j ~ : t _ $ J I ~ . : a ~ E ~ ~ t ; i
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t ~ _ ~ ~ ~ ~ i ' t e ~ ! ~ ~ ~ 421 d y .„»w,. .e, .~t 1 1 ~ m......k~ A,__
LF 10" _.~.~~m_ _ ~ ~ ~ PVC ~ S E ~ E , ANIT , ~ .3W-w."..~._ a.._._.,m. - . ~ ~ i 1 _ ..e,..„. ! } a k i ~ - I
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i _ ~ , 1 ~$E~ ~~N ~ ~.a.,.,._ _ i E g -.e.~.a« : 10 PV S ~ ~ t'
' ! _ 0 PV _ ~ S ` ~ _ E o A s ~ { _ XTEND ' f ~ D, .~.~.~..~~_~~.a _ ~ ~ e _ ~ ; F i E ___~_w ~.e~~ .a.__..w._~,._~__~_4.,u.._ ~ - w MANHO _ C _ u.__-_ R ANITARY S , _ _ ~..m. m, e_ : EWER ~ 0.3 ~ _ ~ ~ ~ r - a
LE BASE i . i t , ,i ~ ~.....,_y,...... ~ MH 20 ~ ~ s OX p , E ~ ~ , - S ~ V r ! r ~
} ti fi ~ , w.,,.~..,.m..b.._ ' ~ ~ ~ ~ STA 17+78.56(JADE . i ~ ~ ~ r ~ _ - ~ , _S i - 6 - r
{ ~ ~~-STA 3~?05.91 f GARNET) I ~ p ~ ~ d ~ f r P8 - - , _ iii S , ~w~.~ a.~...-.~,.._._W...~. 1LF b 10 PVC ~ ~ s ~
a ~ RIM 67.26 ~ ~ _ , E INV 55.47 SANIT _ ~ ARY . ~ ~ ~ ~ ~ ~ _ ~ ~ a SEAR , { ~ 0.30Z ~ ~ ~
- ~ _ ; ~ ~ ~ R ~ ~ , ~ . ~ , ~ Y s ~ _ W INV 55.37 EXTENDED .~_._a.~~~ ' j I 7 t i- 1 ~ - ~ i a , ..-a._.w. ~ : MANHOLE BASE ~ s _~_.~m_. _ ~~G~:w_.~ _ _ ~ ~
r - 4 SERV INV 60.93 NE 2 OF 2 ..~.w.~~~_~__~. JADE LA ~ ~ ~ , _ _ ~.___w._,.__~_ e , : ~ : , _ _ ~ MH 5 _ , ~ 279LF 10~ r ~ ~ : - C ,
m.....w~~ PLAN ~ ~ ~ ~.W AND PROFILE ~~_~z, a_~v__ PV E ;.STA ~ _ ~ SAN , _ ~ ~ .58 ~ : - _ ARY S WER _ ~ ,
_ , ? ~ r ~ ~ , . _ ; R , _ ~ E ~ ~ ~ 0.30 _ ~ IM 69.32 s XTENDED z ~.e - ~m~ -}WVN INY 54 21 .P.~.~.~_~~._.. { , ~ MANHOLE BASE a ~ NP~.v
_ ~ - _ r _ , ..w_..~...~~,_~ ~ _ ~ ; s ~ ~ , _ E INY 54. ~ , 4 . w.a- , _ ~ ,..F ' 11 ~ MH .~P.~ ~o 3 .a, ,m_,ms,~.... ,
, ! f _ e , ; ~ ~ ~ ~ - ~ - ' I E a W INV 54.01 ~ : , ~~e~~.~~ n ~ _ STA 24+88.58 ~~nW__ ~ , 3
f I P s _ _ ~ s- . , _ _ WINTERVILLE TOWNSHIP PITT COUNTY u_"-~` ,~_M_ -_.,__e ; µu_ 4 SERV INV 62.99 L ~ ! RIM 7 . k_EX ' fi , I ~ ~ ~ _ a ~ 0 82 ; F ~ _ _ TENDED t y._
NORTH CAROLINA , _ v .._.;__f _._.~..e Y.__.p_ , ._m..._.~ .,u~.__~., F , ..u.. _ . E IN _ ~ _ MAN V 53.17 HOLE BASE ¢ r ~ W INV 53.07 t , ~ ;MH 3
m.~ 0 W NER~ ~ COLUMBIA RIM CORPORATION ~ , ERV INY 64.49 STA 27+71.23 JADE LANE __.~w. _ ~a.~~~p _ -STA 8+37.27 SANITARY
DESIGNED: WKM ; , ~ , c/o MR. MIKE DeF REFS _ . r k..._u:_.~_ _ ~~~~w ._~~._a,d ~ a - . _ _ ~ RIM 72.24 '
ADDRESS 13023 N.E. HW _ , Y. 99, SUITE 7 ' _ ~ ~ _ _ _ , DRAWN: JHT ? . _ ~ : ~ ' E INV 52.23 ~ .
VANCOUVER WA 98686 _ a W INV 52.13
PHONE (3 ~ 60) 571-0785 _ _ ~ ~ _ _ . APPROVED: WKM _ , ,_4"SER V INV 65.91 -
8 ~ 3 ~ _ i ,
A L P DATE: 01/27/06 M ASS ~
ASSOCI ATES 1645 EAST ARLINGTON BLVD. SUITE
D 50 6 , GREENVILLE, N.C. 27858 sca~E•VER: 1 2' t , -_..~.rn~_._.._._ m _ _ ; 4 1 _ - , ' 1 ~ e i '
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_ r__. SHEET 9 OF 21 _~~a~~_ , f 1
M: ~d n - a g ~p800_p899~P812 BROWN PROPERTY (THOMAS a_.. i ~ e !
LANGSTON)~ JEFF HARRIS~p812con.d n 3:22:52 PM 8/28/2006 9
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NOTES:
1) CONSTRUCTION PLANS SHALL BE APPROVED BY GREENVILLE UT ITIES COMMISSION (GUCI AND THE CITY OF ~ GREENVILLE PRIOR TO THE CONSTRUCTION OF ANY SANITARY SEWER OR STORM D `
x., I ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF GREENVILLE MA WAGE. ~a 2 i w ~ }
NUAL OF STANDARD DESIGNS AND DETAILS AND THE MANUAL FOR - THE DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER SYSTEM I EXTENSIONS FOR GUC. ~ / ~ 1 m + 1 ~ ~s Lx m , ,
31 ALL LOTS SHALL EQUAL OR EXCEED THE MINIMUM DEVELOPMENT STANDARDS 0 ` ZONING ORDINANCE. THE CITY OF GREENVILLE Q °1 I k I I I I ~ D`I
. _ e 1 y 41 SANITARY SEWER AND ELECTRICAL SERVICE PROVIDED BY GREENVILLE UTIL 1 I M I .r
51 EROSION CONTROL PLAN APPROVAL REQUIRED PRIOR TO CONSTRUCTION. ITIES COMMISSION. ~ r 61 ALL UTILITIES SHALL BE UNDERGROUND. ~ ' O ~ 'i ~m . ~ TOTAL AR . . , ~ y EA.
71 BOUNDARY AND TOPOGRAPHIC SURVEY 8Y PARKER AND ASSOCIA ~ ~ TES LAND SURVEYING. ; .99.6490 AC wa p x~ I , TOTAL LOTS........, I , ~ _ ................394
81 STORM DRAINAGE PIPE SIZES ARE APPROXIMATE. SIZES WILL BE FINALIZED ~ m ' ~ ON THE CONSTRUCTION PLANS. 9) HYDRAULIC ANALYSIS OF THE WATER MAIN IS REQUIRED TO EVALUATE FIRE F ~ ~^~*~^'•-•~-t===-_ _~W _ TOTA L STREET R/W L
10) ANNEXATION REQUIRED PRI LOW ~ OR TO RECORDATION OF THE FINAL PLAT. ~ ~ 111 SEWER MAIN AND OUTFACE ACREAGE FEES AR ~ c ~ -------~-`~~25'PERiPHERAL'sE ACK --6LHTEe-~ ' ~ ~ ENGTH . 1 N 89°2'03"E 1075,7:' 4 , 8 , ~ ~oW 4 4 F T W ~ TO TAL STREET R/
E DUE TO GREENVILLE UTILITIES COMMISSION. ' ` _6"GY, FN. _S 121 PROJECT IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN IFIRM PANEL 'S 1 ~ - - - - - - EA......... - 6 LH 18 3 A C - 6, TEE PBOF~'!` -'PROP'- - _ _ - -L. -.~w, 1 - • - , TOTAL G~' -51~- I -SIGH- - _ 25' ERIPNEBAL 5E AGR" AREA I N OPEN S P
NUMBERS 310372 6"PL~ E 4665 d 4666 J. DATED JANUARY 2. 20041. ~ . ~ ' i 1/2'rAP 137 NO SEWER SERVICE SHALL BE PROVIDED FOR LOTS WITHIN THIS PROJECT UN 1 ~ l 6"P~UG ESYT ~ 1 ~ ESIIT _ r - a AYES t M/2 TAP 1 . t'" - - - - - - i ~I ~r I" I , RECREATIONt ET
FACIE TIL ALL THEN + ~1' 1 m 88 ITIES TO SERVE THIS PROPERTY HAVE BEEN INSTALLED. PLAC ECESSARY SEWER . % ? _ [ ED IN SERVICE AND ACCEPTED FOR 1 1 1 87 ir5~ e 15.00 AC ' ? I • ~i ~ 84 ~ 83 ~ 82 ~ 81 ~ " r
MAINTENANCE BY GREENVILLE UTILITIES COMMISSION. , sF 141 ALL DITCHES WHICH REQUIRE LESS THAN OR EQUAL ' 1 16656 I 7751! 849, ~ ? ~ ~ 60 79 ~ ~ ; ~ , CURRENT ZONING . 8491 791 I , ~ 1' r. • R 6 A , R 6 S 8~ R SF I SF I: 1 ~ ' , 6325 6325 632°. 6325 6325 1 9 S - 5 T I SF SF SF sF SF SF 9433. r ,ye ~ , , P
TD 48" RCP SHALL BE PIPE . 1 15) A SURETY SHALL BE PROVIDED FOR ALL ROADWAY STUBOUTS WHICH D ~ ~ s~ I5D'PUBUC R/W - 28 B/Bl ARE NOT COMPLETED UP TO THE EXTERIOR ; ~ 1 z 9D' / ss PROPERTY LINE DUE TO DRAINAGE FEATURES, STUBOUTS FOR SANITARY SEWER MAIN ~ 1 ~ EFN6"''- l I ARCEL.. UBUC R/t - 28 B/BI FN I 8'x B 6 B GV , I ••••••'••••••••..14842 & 33365 5 ' ~ 4'z 6' E ...t- j~,Q~yQ, f E/w - 15,1 SF / 77 t DRAINAGE r
161 GUC GAS/UTILITY EASEMENT [S 10' IN WIDTH AND CENTERED OVER GAS L[NE EXTENSION. , ,il ~ n,, -CB93 - f: ~ ESNT I I AX MAP . GB93 _ _ -6-,~~---- 56,-~ - ~-.e-.-. ; . J,~ I 4 6 6 5.0 6
171 APPROVAL OF PLAT DOES NOT CONSTITUTE APPROVAL OF PROP S A5 INSTALLED. ~ ~ 1 ~ OSED DRIVEWAY LOCATIONS. APPROVED DRIVEWAY ~ 88 ~ 1 ~ 1. 1 I W 0.76% ' LOCATIONS OTHER THAN PROPOSED STREET CUTS ARE CONTINGENT ON 13892 ce9, I PHASE 1 Af. e.~rcal B9t o ,,,~,m., B'X fi'REDI~ER a \ l ~ _ . A _ ra iai a~ ~p s wl S 78 I ' II w °.,6, - ~ ~ u I (RES I DENT I A
181 SUBDIVISION SIGNAGE SHALL NOT DE LOCATED WITH SITE PLAN APPROVAL. Ar 1 `~1 sF r IN THE SANITARY SEWER OR DRAINAGE EASEMENT. ~ ; ~ g 191 OPEN SPACE (COMMON AREAL SHALL BE MAINTANED BY THE HOME OWNER'S ASSO ~ggl o P SANITARY SEIO - - 1 , , L - - 891 ~ _ .tox n~ e,,,.,, , era'mti CLUSTER D \ I N _ I I , .e LIAC01 IM63 ,n.u'lal iH62 GB90 ~-e \ 20239 I E VE L 0 P ME N T )
20) ALL STREAM CROSSINGS d RIPARIAN BUFFERS MUST BE CIATION. 1 r?,1 1 111' APPROVED BY DWQ. I ~ _._59 _ -55'--- -_._~5 ~ „ W6, 5F AREA .
21 I THE OWNER SHALL INCLUDE ALL OPEN SPACE ON THE INITIAL FINAL P ~ ~ + 1 ~ n+« 221 THIS PROPERTY IS LAT rs ® 1 ~,1 NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS D ~ \ ' ' ~ 1 ~ I ~ I' .55.7455 AC I ~ -RH]NESTO'~E DRIVEis'uBt .x ~ ----_-110'..-----~ Est i~ . . . . f - ~ ID' I NUMBER OF LOTS. n~ « ~ ~ ~ ~ W 95 ~ d ~ is'weL I ~ ~ s, ~ . I DRAIRI _ I .
% EMERGENCY MANAGEMENT AGENCY. THIS PROPERTY IS LOCATED IN ZONE „X,TERMINED BY THE FEDERAL ~1 89 ~;'b„ • AS SHOWN ON FIRM PANEL NUMBER ~ 1 11220 / ' i u o ~ ~ d- • • . • • ~ 9~ 92 , .o _ ? ~ 144 . , ~ : r' E5 I I .18 8 s3 94 , . " B„6 ~ a 75 ~ STREET R/W ~ j i c 9121 8609 8096 i SF I ~ F ~r 8068 ~ ~ ~i \ 12445 I I ~ ENGTH . 7 + 9, W I I 9F ~ a ~ ,767 FT
3720 4665 OOJ. COMM4INUNITY NUMBER 370191. DATED JANUARY 2. 2004. ` 1 N+ +s' / 231 ALL OPEN SPACE SHALL 8E DEDICAT ~ sF \ ED ON INITIAL PLAT OF THIS SUBDIVISION. i ~ 1 s' i SF SF ry SF ~ ~ i r ! \ SF I I I - i o ~m ,;D' o ~ I 145 \ . ~r t I S T R E E T _ ~ ~ ~ ,Z,. A I I R/W AREA.. + _ AC
+ 1 ~ 241 ZONING LINES TO BE MOVED TO PROPERTY LINES. STREETS OR F ` + EATURES PRIOR TO FINAL PLATTING. 1 1 1 1 1 m ~ 251 STREET BETWEEN LOTS 16 d 17 OF FAIRFIELD. SECTION 2 TO BE CLOSED BEFO + , , gp 91 j e i~ I I~ I 7871 AN ~1 I a.M. I r 9 43 _ I _ „ ~ 5F ~ _ AREA IN OPE
RE FINAL PLAT SUBMITTAL. % ~ ? , I ~ ~ I „5 r. ~ N SPACES t 91 ~ 96 I. ~ a I , I ? ~ 1s' 1s ~ ? I 14, o I ORAI °;f ~ , I I I a192~1 e~auINACE ~ 74 . . + RECREATION, ETC...,
N + 1 ;1 li 13229 ~ 81921 1 A l , i SF SF I 1 ~ ~ SF I ~ ESYi ~ u118 6365 SF I ~ i" F,71 SF ' I I ~ I I 15.0 0 A r I I BB21 I - v I . --,a`- CRAIE 1,.1e'D' Hi ta' ~ 146 I ~ , • I I ; I I P H _ _ 5F I ASE 2
1 , i l wo DS I 1 WO ~S i ~ - so' ~ rrxv68.z >•c ~ ~ m 6647 SF I In o I t - -NN N INV 6B. I DR ~ _ i I 0.15%"-- i 26. ~N i AIHAGE I. ~ 170' I I I Z'_ C, pop r ,S ,NY 68.29 r I . , ESNi ~ 1,B' I (RESIDE N
11 ~ of 62'_ + 1 ; ~1 1, , ~ r~l - ,6 ____,75Lf I~ y, , I ~ I TIAL CLUSTER 1 ~ I I I DEVELOPMENT) I 1~„ 64845E I. ~I 42 N 551 I ,m_ I , DL ,9 ~ N ~ ~ ~ . 611fiSF ~ DENALK; I AREA..... .
1 1 1~~I N ~~-~i~.~-.,- 198 G?~ . ~ ~13 GRArf n.n i ~ ~ ! X47 Tm ~ ~ " 73 ; M~ m I I 6 • 2 4 7 7 A C N INY q.Sl ~ d 113' 107 I ~ j l I I 6050 SF ~ m ~ ~ ,
11 + .,I + 1 , ti I ,:~i f . , - . + , 1 Iq ,51.. _ ~ ' ~ ' 1 , ail E tNV q.79 84 5'TYP 639:1 SF IBi; v w I I NUMBER O F LOTS. • I IO'ELEC ESYF I ~ I I; ~ I,0' I 1 , o ~ , I I 12 8
11 % ii+~ 1 ~ 112 : , 1 i ! -19 ~ '3e, 9969 llz ~ lu „ 98 ~ I ; , ~ 1 ~ I I STREET R/W ~ENGT . . ? ~ , I ~ I I H 4, 395+
1 v' + ` ~ SF 1~~'1 _I ;ll 1 9969 13108 ~ I 6753 ~N 141 e I " 72 v , I , _ F T ~Y 5F I 1 "I. ? ~ ~ ~ ST 5F 5F ~ ~ I 6615 SF W"..~~ 4e I " ol~ _ I I REET R/W AREA... ,QE, m-; 112f12' d ~ ~ f 6161 SF •~I' I _ 6050 SF- NI,; „t I ° ' • • • • • • • . .5.34± AC
1 ,5 ~ ~ '~ORA1N 1117 LF 1B ~ HD' ~ I I AREA I N 0 Is AGE .L PEN SPACES r,5 110 I I ESQ I I 1 3 MATER ESAIf ¦A~X 0E n! [r ie ~
,a 1 II p 113 , ,InC~1 1 , 1:~ ? ~'gO ' I ~'-aD.ylX ~ _ I RECREAT ' 2'90' 1556 I ~ 99 , D111------•--- ~ F I ION , 1 BO BEIp 0 D! I7 I ~ a ~ I ~ 14O 6RAff IL 19 B " I ' I ETC . . . • . . . . •
% 7d l i . ~ 1 1269fi A ~ % SF ~ 11~~ + „ ~ 1 ~ ` SF 6422 SF " ~ ? , 1 o-6 71 DI 11 - I I , , O A I v ~ GRAJf 77.91 .-II I 6247 SF "N lNV 66.9x49 e 1 6050 SF GRAff ls. os "`'a i h fINV6B.0 - 1 11 ~ I r1NY69.1 PHASE 3 I 1A'N 1NY 6B. 10 110' I9 !NV 66.8 3 SF ! FH I , 1
,.--i 1 . 1 1 ' ~ I - 1 I 91NY6B.09 117LF18y7Lp~ OF I ~ I If0' ° 10 I I I (RESIDENTIAL C e - ; ; D.JIX-, s,~ I I Ir 6'L .E I LUSTER DEVELOP
1 11 ~ ~ a i +1~ Cn , + ..,+,=1 114 MENT) 'a ~ 109 I vt 100 I! ~o,•z5 139 ~,I I 6~ FNS 70 I r, I I ~ AR ? I EA.. I s+ « ? 6359 SF 1 d l ? I ~ •
m' a a + ~ 1, 1.>LL,, , ~ fl 6439 \ - m I ~~y_ ti, ~ 50 a ~ ~ m I , I . . . . . . . . . . . 1 7 6558 AC iSFt ~ I. ffa' li xR I nD'r . I iub2 SF A' , ~ 6050 SF i„ 1 I I NUMB ~ ~ ER
11 9F , , \ + 1 - ~~1 19 , 1 . ~ • of a,~ „D I , OF LOTS........... . ,9' 10 d . , & 110' W 1 m I 1 ~ ,~,.J . . . . . . . . . 7 U I I . ~ + m o o'_ ~ x ~ I STREET R/W L
, ~ i ~ , I ,4, -''i 1 T` _ i i m n 1 1 ° I ~ I . ENGTH . 1 ~ 101 54 " m 138 ~ ~ ~ 1 " ~ 69 w 2 , 6 8 2 ± F T 115 6.1 l 08 0~ 1 6365 SF . I 6249 SF 151 W I ~ I~ 605 I I I S T R E E T
' ~ rl,' ' + 1.._ °.a 115 , ~ ~ ~ rr r' h +1 1 b . ~ ' ' + 1 1 8D88. r i i f _ ~ T 1 138, SF U i R/W AREA............ + m 6050 SF I a I ' nFH 6051 SF x 3 3 6 A C 8DB8 ] ~ I1D' A, . - „D' I ~ 1 ~ I ,D. ~ ` ~ , AREA I N 0
P +1 1 / ''~-,ice 'v ~ 1, or 7 ,3B' SF ~I N .iD' ~m ~ t- . ,ID' xI a I1D' . PEN SPACES - I , _~m 1 DRAINAGE 21 a ~ I ~ 6'CV, FH ~ I ~ I ~ 1 b ~RAINACE 1 , ~~.E, ~ ~ f ESIA7 01 ! ~ I I I I I~ ~ , 1
Y t ~ P ~ 1 1 A. ~1r 'mot Id 118 01 ~ _ . 64 702 " 137 ~ 66 I ~ 1 1 RECREATION, ETC.. , a I " ~ 107 _ r ? a ~ " m 1.,,, I I ? I ~ . . . . . . . . . . . . . . . 0 AC 116 '!g 6512 SF m 6250 SF „ , ? I 6050 SF
a ~ ` ~ x , PU E \ ro'~ 1 + % ~ .7248 SF , l' B( ~ + + 1 ~ w ~ , , Y rc RI ~ m ~ - 1 ~ 1 , a , 6050 SF -ow I N ~ ~ 6051 SF I' \ 7248 SF _ i a I I I ~ s \ \ W O! +5 HO I 110' t i1;~' I I ~ ~ _ r:; y
119' ,yJ ~ '-110'-._, _ _ CBJf 11.96 I ~ uoi~l 110' I TE I ` , ~ 1 \ , I rrz ~ r rxv 61.59 I ~ I•-DRAIHA 1PDRARY ? ~ , ' ' t ~F 1B~p,. Dsrs--- !xv 67s1 I " s ~ I i CE ~ CUL-OE-SAC $ I ; , , ~ ~I s '6 's LNV I ESAR I, i s ~
/ ' ~ i + ' 117 1 ~ ~ 1° 1 I ' 108 i 67.s 103 I - a 138 ~ I ~ - \ \ ~ 6'C7 FH? "o~ " ? " I 6561 ~ 153 S'iYP 67 117 I' 1 6207 P : x? fi820 I ~ ~ 321E ~ ~a I f , \s
~ / r ~ , 7326 1 a(2l'~ SF ~ 5F I' i97iGV' I SF IOII2 7183 j - ~ 7454 s \ \ s` 7320 I ~ 2 BV ,~5 /x~ , PHASE 2 SF , ; SF Dr I( ^ SF , Df 15 I L ---106'"_t, a 0. AX 106 NlNV 66.1910' 1 0• ~ _ \ \
' ~ ~ ' E`er. ~ ' ~ II 1 1 i~ I I'~nII / 26' ,it~ w ~ ~ ~ + EEECE ~1 I fRl iE 11.92 ~i~ 1 ~ , ~ I a ~ % ~ 105' T E 1NY 67.1 112 LF 15 NLP • 1.16%I ~ C0.~E SAC m S LNY 66.1 C867 0 DRAB ,L B2 ' it C ESIE1 l - 9 H 1NY T I 79 ~ ~ ~ 1 - \LNY 69.55..-. / ~ \ \ ~
,CLEAN DUT ~ x' i ~ + ~ , :7 10 , ilr„~il~ ti~ LL DITCH ~ ~ ~ ~ 1 118: r, , 67;z& 2a'oRUNAr,E- , 135 1 s3 ,fi ~ iF'S ~ 10 EEE ~ s /NY 67.17 1~-- I 5 1 , 8246 ' ~ I Eswr a , 154 ' 1•' to 88 H \
y / ~ MITH SELECT ~ ~ . I ~ ' ~ 1 ' BACKF ) r ~ ~ + I / / / , ILL ~ ~ ° 1., ~ + + 7233 / ~ ~ i 118. , ~ 104 B' 11 1/4' • 7454 \ ? , ~a~ SF ~ 8 ~ ' 8 X 6 TEE I BENDS ar ~ 720i o 7233 gw .l 622 0 11 8'GV, 6'CV I 113 vMr+ SF ~ SF ~
/ , SF t h ~ °io~ 1 SF I ~ ~
//tiO ,a., / ~ Q 1}~, ~ r p~ ~ 1. 1, 1 ~ / ~ , , / 619 329 .~(PSF 4( ~ T ~ ~ kxxx 'PROPOSED , ~ ' 1 E{) , ~ ~ ~ I 134 Dl lD LF,e \ \i fi050,,~0 ~ ` \ ~ N ,ss1 CRAIF 17.71 , 155 ~ SF ~
, 331 SF 8890 !4 ~YBAC ° ~ '''l`., ap 'Yxxxx' k^",x,P'~eNASTEAS LAME- ° 1 44i 6 . , xx~x,MILL BE EKTENDED ;,p?,1, 1' CLEAN OUT i1~ ~'l,,a ,n.fl~ ,s~ • ' ` 0 65F 1 E !NV 66.1 j1 r~ \ i,' I ! ~ 44i ~ \ p . r, ,y ~~,a• 1 ~N fNY 66.f1$ 7184 \ ~ J' `yi J, 64 ' v'. ~ ~ ~ 4N OUT 6r:~~• N'r o f n'~' 1 ' S 7NY 66. I! 4, SF +rt1j ' ~ ~ J' ` kk
' /W~~ / / ~ sF 328 ~ r 7 , 1' 14685 ~ ~ ° ``T ~ ~ - INTO ENERQD PtJll("~k~ h• S FILL DITCH 'i5 • ` V . / , - ~ ~ t ~ - ~„1 ~ , / SF' mot'' ~ 9190 8 °`~~T~ - . , r AHD PRICE ORIYEIKKKRK%XX WITH SELECT + DITCH i'~5 Is,~ k 'N~° s '~1 a ~4 /zijT \ 6D{0~6 \ S0. iELECT s ~ lq ~ ~1p~.M ~ ~ ~ S \
, /'U ~ A ~ ~ ce(( ~ ~ a :,fit' r I y aq Q.OO r8CL4Y.F 6. \ 51 327 ,.MILL BE TEANINATED~: 'i BACKFILL y~+A ~ - Q .Q • ' / _ f 8 ' • p ~ 'I f ~ / THE INfERSECTIOH , / ` a / ~ t II ~ p 190 ~ - •.~;3< y r ~ ~ r , MITH 114STERS ERNE°-~'L-.., 1 m :KFIU ,hvEx~~,, ~20~ ~ 133 ~ 0137 158 ~ \ J\ 63 ~'`~s. BS ~ m - w ' o 'd, ~ 6646 • GRAY 73.6 IAk S~. \ ~ ~ ~ ,i PiB4 ~ ~S ~--8 - ~ , 1,~ '0< ' SF 4 ° NlNV65.9 06 ~ s;~ . 6050,,0 ~c
~ 1 SF ~ , 1 1~ .h / / 332 % - „ r, ~ J D' 328 ~ , ~ ~ , . 'F o " ~ 123 r \ , } S fNV 6s.9 F 1o v, \ y 5F \ ~f, S \ \
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, ~ / , ,~i \ ~b.~i,~" 8190 TT~~ a 3 d 1 11 IF .»a . / 0 , . I 4, TTOP~2 SF 324 \ ~1 i i~ / `fir r~ r 1 8793 ~ 6609 9 r SF o ' /f. SF ` 7 f , ~ \ \ \
, / q , ' ~ o ~ 0 1 r ,q~. yE 8190 is ~ ; , 1' 1,~ 1 a } BJ ,p Xl1V~-~~ 101 i9 •nA 0 ~ 1 9~ s-\ - ~ 6' 605D ,o ~ \ to-, z 131 ~ 8116 / (116'G ~ SF f ~ \
m~'W Y~ Ti. \ SF 323 ~ ~ (R'° , ~.y~e ~ ; ` + ~ ' ® ^i 333 / , ~ , + 348 ~ ~ o W' 1 i,N P 8190 ~fC ° 1 a3b'- c ; i 1 1~ 1, 1 ' ~ / O - / ~ 6552 r or fa7a5 .349 sM'!T ~ !S sal J~• , yr' ~ 1 ESQ C411F 77.17 ,T 2B, n9' 7 N /NV 69.96 7580 ~r ~ [ \ ~E 6622 ~ ~ SF ~ ~ ~ ~ D/ 1f e' ~ \ ~ , , '~•+•.+.,.r„~rr /Ae u.99 SF Sid` ` SF \ ~~3 a p , Js, . 6q ; y, ti wArt ~,.t~ ~ \ s
/ , ~ 6F i~/• / GRAIF 71.18 f ~ ? i ~,4 Ni'Y Sf a. r~~. \ SF 322 ~ Sa• ~ ~ ,r I y~ ~ • :`O a , e N INY bd. I9 r ~ 10051 ; . $,~\`f r \ I , r ~f , .>'lU"`,.\.` y 1 t..:1 _.1 1 1 _ 1 ~ d \ s"~~36 41t! ~ / s 1NY Io.a1 , 1 ~,o o ~ yf ~~i ` Cs °ri h 6050^0~/•~~~ ~ i \s \ \ \s ~ , e 4'+~,1 ~ 130 W S 'Or. , / 'y SF
, / ti ~ ,,y3~' Tp6, , ,s rNV aa.fa SF ryP.: \ ~1~ \ 9316 H ~ , 7~~~ r r ~ ~ P~w~ '1 / Q T"'k 4 °~[/f , ~ \ Nbj,r9'PVCI/CBI • 1 321 (4 ~ - 127 ~ 15 ` h SF CB.` 4' ~o \ ~ ~ / ~y 59 a- , -
, / - 354 M.? p~ ~saNITA Y7 h'", ~ ~Pi!Y(f ' , e ~ er 977 O =a 8 B/ o M SEVER r ~ 8950 c Ae! . ; 'r, ~ ! ti, : CRATE 72.24 ti ~ d~ V 9892 Bl 9B „ a ~ r SF ti BACK ~;1~ ~ 7580 aa.t,~ , .Y ' 6050 ~o ~ ~ Fri . A \ ~ • ~ _ ry6~` 6 s K~ \ 4,'~$b 159 ~ / \\5 SF 6G ~ ,
» ~ ~ / 334 ~ , l N INV 87.85 ,h E y q. 1 SF 8 c ~T ` 8 YE ' I''s.l,! ,CB(6 \ w.ea~t ~ ' ' ,C ~ ~ , y 12330 , s rxv sT.et 6 i° 350 ~ a 355 "~p (s r& h' ; T4RY g )pp, _ ` . , /e~ D! 361 SF \a , •0 / , f ~ , 129 ~i, fi J• 8116 ` 6 ~ \ ~ , - _ \ ` ~ ~ GRAIE 71.27 ,4 r~ S\.~` r.. ~.•!Y _ 8116 'r ~4 SF ~ ~ 56 s• G
/ I - / SF r ? ~ , t 8.00 W W w VER~~ +q ( \ ~ r 1 8 qsr~ 1 II~ ° o 9316 O v S ~ f ~ , I ~ ~ . I I19 N I SF ~ F vi i~ ~ iy \ ° `7 a' >r n,~ 8 z 6'TEE _ ~ " "C: S fNV 65. is ze 120 `Y ~ 1, ~ SF ~ ~ ~ ~F ,2 L 6 E 605D o f f\ ,r' t ~ II~ ~ !NV 69.1s \4 ? ~ \ h ,yGB55 ~ i 6'GV, / I , SF , ' C "9 ~ Vii.,. j. _ r 1NY 65. I / 1° 7541 '~/~t' i \ L., ~ o A~ i ~lS.. 180 / e if y 0~ ` t~
, ~ "•r / ,1 i% era 1 BO mm°'"A~ ~°v r GRAif TCT6 ~ v Q7ro~~ yoh6 GV. 8'~1 ! I / SF ~ ~ ? •r , ~J`1 fat, !6 > 6532 / ~ ~ ' 4x ~ , a , 1 ,~o ~ / c,7• ~ /,V ,lam. $F p 0' i. ~ Af. ~ ,\sri. / ~
~ / ; ' I GRA1F 71.11 •~a ~ " :gory ys9;,,\.~~„.^ ~ d;s rNV 88.53 IHI~ h 32Q r . . , °1 I N rNY 87.0.1 ~ I4 115 !XV 88, 51i ~ 1 ~ ~ 0 , F,' a I r . 8lNY6T.83 I~~ BEND ,h:,. ` pQ~ \ . / ~ , a _ 357 ) I g e ~ 8202'..... , ~ ~ z, 127 ,a~ , / ,e8 \ ~ \ ' ~ ~°A _ _ v~p ~ - I o, \o ~ ; . s 161 ~ •4r. r \
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' x ~ - / 186,4. s .B'. ~ \ , 4'! ~ ; 335 t - SF ~ ( SF , A ~ ,h i ~ ~ ~"r S 47 _ k 2s. ~ ~ ~ ~ ~ ~ 15 Val q~ \ ~ 1+~ ~o /1P / f • - /~Ff9 19 • J° ~ ~~4 \ ~ $F ,~o \ 1fi ~a+\ ' 6258 ~ JJ. ~ ,a1;' \ \ • a 1NV 65.00 ~ ~ 128 I \ 182\. A I ~ SF \ \ \OQ! \ \
° ° 9Pq 19871 d `o. 83 8318 r^N c^~i'o. ~\~f:• \ .Sy~~~ m : / ? _ ' , ~ , / F fa sF" 1 g ~,~p~ , ~F P r 8 ~ 358 \ 1 18 / , ~ 'c. ~ / SV,w~'~ P 5~ 8. ,•~s ~3, - /vry• 352 A` ~ ? ,~4.' ~ / ± ~ i1 i F. Flo a 'r. ~i9? 8200 5 ~ . q 8102 ~ 287 6RAlE 71.71 \ 6511 , ~ / ~ \ ~ ~ r 121 v E INY 66.61 sF ° 'v 55 / \ ~ 1NY 69.p1 t, SF i ~ p w11 6532 `cs 1NV 66.6z 'qr \ b ~ ~ I \ 6050 ~ 4r. . :f1'' \
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DESIGNED: WKM - ^ c/o MR. MIKE DeFREES v, •'v_,~ W I ~ c9ATE Ti.lr , --~-~t> 15 I r f , m , ~ f TNY69.10 f(ff, ~ ~ r" t
ADDRESS 13023 N.E. HW ~ ~ 'v_ Y. 99, SUITE 7 DRAWN: JHT x '1• \ ~ \ \ y N !NY 69. J9 e ~ CRAT7Sh / + r m I - \ N 2 wt f 77.11. f Q ~ ` ~ ~ \ ^ ~ ~~A COML INY 10.58 x'1 T , . 7
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A L P A S S DATE: 01 /27/06 r & ASSO CIATES 1645 EAST ARLINGTON BLVD. 4 A ~ A~ ' ~ , A ~ ~ ~1 , f ~h r ~ ~ ~ 1 CAL DITCH TYPI
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Cl 150.00' 98.26' 96.51' S 53°07'56"E S 53°07'56"E

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~ i ~ a_.... _ . i ~ ! VPI STA = 1+55.00; ~ _..n_ .M..m_. _ t a.~,._ _ .---.rv,_ - 00 YC 100 YC 100 VC 100` YC _.k _ .._...VPI STA = 1+57.34 ~ wwrt
I _ _.k _ VI ; , _ ; ~ ~ ~ ~ ' YPI ELEV = 71.74' ( ' , t , - -f .~v ~e.-_._ .._w -..,.._VPI STA - 3+~0. - 100 VC MATCH LIN 00 ~ .-.._VPI STA = 4+66.23... ~ ~ - ,:F ,<r ~-STA 10+00.
r _ ex - 0.12' ~ ~ ~ ~ 1 INTERSECTION r I END ~ CDS FE = 71.86 ' YPI ELEV = 69.41 ~ °-_`VP „ , z ~ VPI STA = 6+50.00 00 RHINESTONE DRIVE VPI ELEV = 72.89 I STA = 7+96. _ y_ ' ex = 0.29 ~ _ i _ VPI ELEV = 72.31 VPI ELEV = - 23 VPI STA = 9+50.00_ r_..._ ..FE 72.85..._...- ...n~ ,,n.~
STA 0+00.00 SA PPHIRE COURT I i . ; ~ _ INTERSECTION STA 2+5.59 SAPPHIRE COURT A ~ ' _ _ STA 4+72.41 EMERALD PARK DRIVE ; ex -0.29 ex = 0.12' ~ - 73~ 22 ; _ ._.VPI ELEV - 72.49 -VPI ELEV = 73.25- 9.70 , - FE = 72.60 _ ex --0.12 _ ex = ~ _ ,
. Y..~... ~ FE 72.29 ~ ~ ~ STA 0+00.00 RHINESTONE DRIVE ' ._~._m_~._. -FE 72.51 _ _m___.., ~ 1 ~ ~ A 12+11.81 JADE LANE _ I E ~ , .«.-.....,m. .a..,... y..., FE 7. 012 ONE DRIVE i _ ~ _ 2 43 , ~ FE = T3.10 ex =-0.16 _ _ FE 72.61
ST , i ~ ,..........--._._r.._ I ! I 1__--~_~ , ~b _FE 70.21_..__ I ~ I ~ n_.-- s .ANE ~ _ FE = 73.09 _ _ _ ~ _ ~ _ t t t ~ _ V 1 ' ( ~ ~ 1
1- I ~ ~ . , ~ , . ~ I I ~ I ' ~ I ~ _ ~ ~ , ~ 5..-....gyn.., _ r ~ ; .mt ».y,...-...a.... , .~....s..~,...m.,.. i i e _
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€ I _ u ~ , i - E ~ „ I OZZLE ELEV 1 _ 74.64 I
I ' F : , C 9 ; , E f I r ~ 4 ..._r,.
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t 9 ~ ~ I _ 1 ; I i 3 I ; _ a - ~ . s _ ~ ~ ~ ~ 3 MIN ~ - - ,
j' ~ 3 MIN . l ' 9 i I N I ~ & ~ ( i ~ ~ 9 ~ ~ e , m~_ ._.~_-.a ~-____.N.~-~ ' ATER MAIN- , f ~ e ~ ~ ~ . ~ ~ ~ 1 . ~ _ . . ~ ~ 3 MIN _ r , , r ~ _ e 1 k1 ~ _ ~ ~ 1 ( a ~ ~ ' - '
8 M '...-~w.._ ~ ~ 2 WATER MAIN - ~ , ! W , _.v..... J.P.....--_ _ Y. ~ , , _ .____-,.w,,_„ _ , I ~ . - __-a~.-~ i , _ i i I t , 4 ! r ~ ~ - 1 r_ x f ~ - r < _ I , - _ . ; , _ ~ ~ ~ -1 fi z ~ I i ~ _ ,
i j ~ !d1 I : I r . ~ ~ 1~ : _ I { , ~ , I I F _ __.-.a.,..~ _ ...~..~.~w ~.M.-„_. ~ f r g I . _ _.w.. ~ 3 ~
_1 ~ ~ ~~51 , ~ ~ z ~ , r 4 ~ , _ , , , 9 ._..a.., . , 3 ~ - . ~ _ „ a, i ~ j
I ~ 5 t M } ~ N MA f I ~ _ ~ ` PVC WATER - ~ ; _ ~ e , ~ k ~ I PROPOSED ~ PVC ; z.r_ . 3 MIN MA ~ u C WATER I ~ ~ ~ M INS - W~ti ~ 6 p TE ~ E i + ~ d
~ ; w ~ ~ osED I ~ 1 , AtER MAI PR . ~ ~ , _ . r , N r 1 PROPOSED _ ROPOSED 6 PVC E , , I I r 1 ~ P 2 `1 ~ I~) ~ , - 4 r ~ s ~ ; 3 ~ r ~ i
d a _..112 MIN ~ , F I , i r i I I C . I - , I ~ I . Cpl a f ~ y~~r • ~ ~ :~~a _ - ~ _ s '
O r M ~ :._-M.:.~ _.8"MATER MAIN 2 PVC UNDER... I r F 3 , 3 I ` a_.-,- _~_a-_n- _ ~ ~ w..~ ~ P ~ ~''``6 45 DIP ~ ~ ; ! M...,..~ i ~_-,w ,
7 a ~ x t ~ ~ y t ' ;STORM DRAIN e _ - _ i dQ`I ~ - ~ ~ _ ~.a STEP DOWN ...._-.-_-_.I_.__;_._._ ----_._b _ ~ _ _ ~ i R ~ a ~ ~ ~ , _ _ _ 5~0 - 12 MIN ~ ~ ~ ~ r ...UNDER STORM ~ 12 MIN ~ _e.-..R. ~
t I ; - i ~ I ~ . I ~'SEMER ~ ~ -a_~~- ~ ~ M T , _ _6 45 DIP _ ; ~ ~ ~ ~ DRAIN- I ; ~ ~
, , y . " , 1 ° ~ ~ r ~ ~ , I I SERVICE ~ i , I e_-.~~~. ~I 7. w. _ SEMER IWIN~ ~'SErER _ I F CB 34 { ! ~ _ ~ i' ~ STEP DOWN I _ STA 4+77.29 14' I i UNDER ST '
; --_.-~_A- .~._..~w.~,__ 6 I ti ~ r - 1 LT ~ ORM ; q~~R' a
f _...._SERVICE~ 6....-...-___ _ ~ ~ ~OSED ~ 2 MIN 1 P W ~ , PyC 0 ~ , ~ a .4211 ~ ~ __---;.M . MIN _ _ ~ HOOD 72.61 ~ ~ ~ , ~ ~ DRAIN I SERYiCE ~ + - S ~ i _ w ~ ~ x .y GCB 33 INV 68.09 ~ ,
W Y SEWER 8 PVC ; b 262LF , , ~ _~s ~ 3 , ! SERVICE STA 4+55.17 14' - .w..a_~N INV 68.08m--- , , a ~ RT ~
~ r C UNDER W.-..__-_ _ .._„_.._CB 35 . . ~ . __._r._ n _ _ . HOOD 72.61 ~ _ . . STA 7+85.17 14' RT CB 36 STORM DRAIN _
~ _ ~ MH 32 y STA 2+G5.59 ' I ~ , CB 32 _ ; S 1NY 68.39. _ STA 8+07, 29 14' LT ~ i HOOD 72.79 3
,.a.. ~ ~ ; I ~ ! R 1 M 72.29 I , , ,.~.,R.~,~.... .W ff .--i _ .~~,M _8 ER WII . 4 _._....s-,..~,.,~.,. ..W._....f I\111 rr nn 5..-. ! ; ;STA 1+29.02 14'LT ~ N INV 68.38 - ...HOOD 72.79 , S INV 68.58 ' _ HOOD 69.78. ' I ; + I _ i N tNV ~a-5~ W INV 68.47 "
~ N Off. bL _ m, ~ SEMEA ~ _ a MH33 _ ~ i~ 1NV 66.90 _ i s
4 SERV INV 65.96. f - sERV ~ ; ~ 3 ~ ICE ~ ~ ~ STA 0+00.00. CBS 43 ~ E ~ ~ , . .a .ne~,.. ~N INV 66.89 ~ _ ..w ,..a~ _ ~ .w. r, { ~ . m._ i _ a CB 31 v.. _....m _y~ _,..W_ ~_..~.a .u.
STA ~ ~ t ~'sE~Ee i 1+55.00 14 LT I 6 ; O (SAP i PH IRE I HOOD 7 ~ ~ i SERVICE 2 03 u ~.e _.w~.~_ e.Wn._ STA 1+29.02 14'RT ~ _ ~ _ ,
z ~ a ;STA 4+72.41 i ~ v . E INV 68.69 } ~ i f r__ 3 , HOOD 69.78 , : ~ ,
__.._~._~.rv..~ RALD PARK) W INV 66.68 _ - ~_w..~.N.. ~ _s,.,~_~.w~~~RIM 72.51. - ~._.w...~I _ ~_.n ~ O S I NV 67.06 _ ~ _ ~ ~ _
_ _ N INV _ -t--w- G,,.._ 64.51 j CB ~ ~ ; a ~ u._w. _ N INV 67.05 _ . ~ i , _ ~ ~ ~ ~ O ~ , . ._~.~.__.p_. ~ ~-__a~,.
~ E INY 64.41 STA 1+55.0 W 014RT ~ , , ~ ~ ~ W - ____._.u.._,_..~~_~. , , r a_~,. ~ .~a~ w~...~.. _ w_wb~rv.~~
_ W INY 64.31 3 ~ ; - s , .:HOOD 72.0 - M , 4 SERV INV 66.17. - ~ ~ W INY 68. I , , _ _ NITAR
75 _ ' ~ ( ~ _ ~ , ~ ~ Y , e ~ 1 { + t Y SEWER @ 0.4 ~ t ~ , 8 _ "pVC SA , ~ a ~ 328LF 9 a - ~ - ~ ~ W ~ Jf ~ , ~ ~ { _
~ ~ i ~ I ~ U~ 3 - n.d.,,.~..x. ..,..w...,.,. .,..,..._.W.u...,. ~ i 3 i t E f i , ~___.~y-_._.__.._. m..,. , _ a i : a t t - V ~ # ~ _ ~ ~ ~ ,
i . ; j ~ a. s , i f , n 1 _ S ` _ a ~ ~ fi ~ _ ~ e 0.42 ~ , ~m__~__ ~ ~ " ANITARY SEWS
_ ~ ~ ~ i r... ~ ~ . r_....~_ LF 8 PVC S _ U~ ~ , 40
, , r t ! I ~ ~ ~ - . 1 - - - ~ v ~ i ~ i ~ # . < i c i ~ ~~..~_w...MH 25-~.~~-..~...~ _ _m~...~.
_ ~ , ~ ' _ _ ; ~ 0 SEIER WIN- ~ .u ~ ~ , 3 . ' ~ ` ~ , ' -STA 7+73.52 o ' .42x ~ ~ ,
-w.,,.. ...vim ...~..w.,-.....w-,....:... . ; A ~ p ~ 0 _ , __RIM 72,64 Y SEWER R ~ ~ W . P ~ ~ ~ - " VC SANItA F ~ -a " 8
_ry ~ ~ , ~ ~ w.....~_ ~ ~ PVC ~ ~ 104LF 8 260L ~ ; _ E INV 60.95 ,EXTENDED ~ ' U~ . ~ _ _ ~ , { P _ _ N INY 60. - ~ ~ ~ ~ ~ 85 ~ , ~ F t
_ o ~ ~ _ ~ 3 s ~ ~ ~ ~s p.42~ _ _ ~ ~ ; 3 ~ ~ ~ p ~ SANITARY SE N 2 i< r ;MANHOLE BASE a , ` -4 SERY INV 66.31 E MH 24 ~_~A__ 3 , __.~_w _.~_.~.W_ _~v.~:~_N~4.~.,
1 _ ~ , ~ ~ r c , t~ , a . w; y STA 3+67,29 ~ ~ ~e.a._,_ Mw_._.~ w , ~ . _ w..~ , ~
a a_ ~ s o , ~ , , , - ~ i ~ , i MH 23 , RIM 72.68., - 1 i , t i MH 23
N s _ ~ ~ ~ 10"SEMER WI , ( _P_. EXTENDED STA 1~+0: . - ~ ; ~ t E INV 59. 16 { ~ ~ M - ? I ; r ~ ~ { A 1+03.03 ~ ~
, ~ ~ ASE ;......RIM , ~ , ..w_ ~ MANHOLE B ~ t ; gym.. > . _ ~ , W INV 59.06 - , ~ h F : ~ " { 69.68 ~ ~ ~ ~ _ , { - , ~ - ~4 SERY INV 66.35
. ~ a ; , _.~....~.~_~,~E INV 57 i s _ . _ ; . _ ~ ~ _ ' ~ STA -0+01.44 20.72 `RT W I a ~ ...E INV 57. 97 _ _ ~..~n_~ ~ ~ , , ~m.~,~ ~ _ , - , , ~ ~ ~ ~ ~ S ___a-. ..._s , 3 ~ p
NV 51 -I - " ~ ~ ~ - ~ I ~ _ ~ = . _ ~ ~ _ ~ ~ ~ (RHINESTONE) ~_4"SERV 1 k_ _ - _ W INV 5T. ~ _m~._.~~~._ . .w. 87 ~ ' ~ s E r ~ ._~,,,.,,,~.m,„, ~ ,....,....;,MM ; r _4"SERY INY 6 . j z 3 35 ~ i ~ _ = e
P r I ~ _ ~ ~ ~ -STA 12+32.59IJADEI ` Y.-..-. ~ - i ~ - ~ _ . ~ _ ~-RIM 70.13 ~ - p ~ _ ~ _ _ ~ f ~ i a ~
~ ~ i ~ _ , ~ , _ _ _ _ v. i ~ ~ , E INV 57.43 ~ i ~ , F s ~ ~ e_. a , . ~ - z
~ `N INY 57.27 ~ t ° 6 j - ~ - ~ ~ o Q r : ' ~ F ~ _ i 3 ~ ~ e ~ - ~ _ ~ i ~ . _u . s , m ~ e _ f ~ ~ ~ . f _ , , ~
i , i ~ y _ ~,-._..mm»._.TM~uM INV 57.17 - _ , ~ e a ~ ? e ~ ~ ~ ~ ~ ~..e., 9 ~ _ ~ , ~ , .~.~..m.~. . , _.~.._.w_w ..~n.k.__.
[ ~ 4 SERV .INY 63.80 ~ ~ _ _ r . a , z , ~.~a_~,~. r ,
i r _ ~ ~ s ; e n ~ - _a. , ~ . ~ ~ ~ ~ , _M _H } _ = ~ _ ! ~ , P f , s ~ x ,
d ~ - ~ , ~ e , a : R ~ - , ' ~ : , : . , , : - - ~ ~ ~ ~
i k f € i ~ j SAPPHIRE COURT & RHINESTON -~w~---~ ~--A-~-~~- , k ~ , « ; - r _ f
EDRIVE 1 ~ vr~~.~_u~ .~m~.~~._~_~~ O F 4 ~ e ~.MF_ - _ a..~ ~ 3 E . ,~...M._..~._, u LAN AND PROFILE t ~ ~ ~ ' d i - . , { ` ' ~ , t .~~m~ ~.~me~ un~„~ ; .w,.e..~.....aa, ~ . ~ W,.,,n.. e,...m.... ;
4 , ~ t ~ ~ _ a...,y.u r~a_... m,.,w, i _ _ 3 n ~ ' ' ~ - .~s_ a....._ ~._..,.„__.1 , . .,ter. e. : ~ , ~ _ W , , ~
. i i ~ ~ ~ , ~ - ~a..,„,,,p... ham, ~,.w.-~-..,~...,......... .,e .,.~....,,..e-..m........,,,~..... f . F ~ - ~ : i e ; ;
~ t i t d E. 1 ~ ; o- i i t ~ I ~ { : _ a ~ a d ! ~ ~ i~ s 3 s , ~ ~ s { i , , . ~ i : j
t 1 , S . ~ , s { ~
WINTERVILLE TOWNSHIP PITT COUNTY NORTH CA ~ "..:v w OLINA .w u_ - _.v_ o , x , ( t ~ ~ - i e i ~ {
OWNER COLUMBIA RIM CORPORATION - ? - ~ ; ~ i _ ~ f DESIGNED: WKM j ~ y i
c/o MR. MIKE DeFREES
ADDRESS 13023 N.E. HWY. 99 SUITE 7 ' DRAWN: JHT
VANCOUVER, WA 98686 _v_~ i ' { ~
PHONE [phone] ._aw_ _;-a.__ , .-,.v__ Fwa.ro _~..a , ~ ~w ~.w_,.~ ~ _r~ ROVED: WKM - ~ A , , , j ~ ~ ~ x e i ~ > ~ ` ~ ~ t ~ 7 c 1 ~ ~ 1 i ~ i ^ t 1
_ ~ , s ~ _ ~ ~ ~ t, a.,aM .__..a_. w_ e...e _ i a.. ~ _
. ~ , ~ _ DATE: 01/27/06 MALPASS _ E - o _ i ~ .,..r..,_ .M....m~ F i i 2 , , > ~
& ASSOC _ IATES - _ r- 1645 EAST ARLINGTON BLVD., SUITED ~ ~ 4 ~ - . ~ ~ ~ , F r ~ i r I ~ ; ~
u_ HOR: 1"= 50' ~ ; , , GREENVILLE, N.C. 27858 scA~E: VER: 1"= 2' ~ _ ~ . e . f _ ~ t
t ~u~ [phone] ~ , ~w ~_~4w~ - ~.a_~ rv._~. ~a : _ _ t a3 ! 4 t
SHEET 10 OF 21 w f f e ~
M:~dgn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSTON), V
JEFF HARRIS~p812con.dgn 3:22:45 PM 8/28/2006

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~ _ M~ I ~ ~ ~ ~ ~ ,1~ x - ~ ~ ~ ,1, - ~~I n 8'50 ~ o~- _ . ~ ~ r ~L ~ MBI. l; ti. ~ ti ~ 0 \
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1 ~ •S - - ~C N 32°02` ~ I ~ s ~ ~ ~r. ~ 9 P SANITARY SEWER--_-__ E 1.,5.24' w - , ; \ ~ N 19° 48, 0 E ~_OJ, y o STA 14+66.3 w ~ ~
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O F IQ i o ~ - O C~ ~l II ~ 6' ~ o ~ ° 6' I ~ o o J' s ni 6' f1~ d REVISIONS ~ ~ - ~ - to ~ r Q ~ ~ a A ~ . ~ s t~ ~
BY N0. DATE DESCRIPTION S~L = ~ I ~ I ~ \ ~ r 0 0 ~ 1 I , L ~ a~ a 6 0 l \.l~ ~ ,g ~a 0 4.0.1,
WCO = ~ a p, } ~ ~ r ~ , ~I ~ T 11 ~ - 1 osiosios GUC COMMENTS _ ~ ~ ; ~ s - 10 ELEC ESM 10 0, 1 n E168~i 9 ~ ~ RgINq _ i
9 c I i~~. ~ 9` ~ ~ ~ ~ ~ N ~r ~ i I I~ E ~ mZ
- ill" ' ~0~ _ _ _75 ~ f ~ ..r.rr!7...r - _ _ .55, -,m
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RHINESTONE DRIVE CENTERLINE CURVE DATA - t1.a A . , / \ `Z` ~ 0 , 6' tip/ b~/,/ ~ ~ \
ARC CURVE RADIUS LENGTH CHORD CHORD BEARING
WILLIAM K. MALPASS, P.E. 16823 C8 150.00' 231,14' 208.94' N 63°51'28"E C9 150.00' 160.05` 159.75' N 25°55'39"E
C10 150.00' 195.08' 181, 62' N 05' 13' 02 "W PERIDOi COURT CENTERLINE CURVE DATA
ARC CURVE RADIUS LENGTN CHORD CHORD BEARING
C22 150.00' 291.61' 247.84' N 50°45'32"W
100' YC I
' ~ ~ 100 VC 100' VC , , .-YP1 STA = 10+59.70. ~ 100 VC
,fl " -~~~~~VPI STA = 13+30.00 , VPI ELEY = 72.37 ~ VPI STA = ._.a_-..~. ` 15f00.00 100' YC 100 VC 65' VC
_ VPI ELEV = 73.82: _ _ VPI STA = 17+50.93_._ _-._w.....w.. ' _ex=0.16' ? ~ _ - ; .VPI ELEV _ _ a i _1 100 VC i VP I STA = 20+21. ~ ~
ex = -0.2 ' _ ~ 91 _..VPI I E t d ~ , ELEV = 71.66 F FE 72.53 ~ 2 ex --0.14 ' FE - _ _ ~ - 73 60 ex 0.13 I _ ,MATCH L I NE ~ FE = 72. , 96 _ _ k.", _ _ v._,____.~..m VPI STA = 1+ r` 18 02._...__ a VPI ELEV 7 . i ~ a~~ _ 02 r ~ k = ~ YPI STA -.~°VPI STA = 4+0 . _ .v~..~.~~~___..~m._
77 _I _ FE = 71.79 - STA 10f00.00 RHINESTONE ~DRI ~ INTERSE - VPI ELEV 71.87 , 0 00 ~w_.~ _ ,w.~:~ - ` 14' . ex - -0. ~ ~ a . _ ~ _ - ~ 3+00.00 VPI - - ELEV 72.27 ~ ,
I , , VE FIRE ~ CTION w~_. FE 72.85.e..~.~_.~._,~_..:.-I _ 79 RHINES 1 s -STA 14+47. _ , TONE DRIVE ' ! ; FE = 72.88 ~ , ~ ~ ~ ex - 0.20 VPI EL EY ex = 0 12 f _ . , ~ FE = 72.07 ~ ,
HYDRANT--~-- n - _ .____,~W-,. - - q.~.____...__ STA 1+70.00 EMERALD PARK DRIVE..__...._;_.___.__ I _ _ _ ~ NOZZLE ' E ~ _ , . MATCH LINE ~ ~ INTERSECTION . _ _ ; _....72.77 FE = 72.39 ;
1__._,___.__.r.__ ELEY 15. ~ ~ , , 08 STA 21 STA 0+00.00 PERI ~ _ ex =-0.08' ~ END a CDS s +00 00 RHINESTONE DRIVE DOT COURT ~ j _m.~ ~ ~~__e,~3r_ ~ _ ~..~µ~a..~ 2.55 I STA 10+24.07 ZIRCON DRIVE ? s FE = 72.69 ~ STA 5+60.78, PERIDOT COURT
' ~ i ~ ~ ~ ~ ~ F ~ I FIRE E , 4 ~ _ ~ HYD ~ E ;FIRE "9 , ~ , ~ t~ ;---.~._~__,._-w.~. FE 73.17 .__._w' ! ~ FE 73.07 _ E --t- ~._~e. ;FIRE. ' ' , ,
RANT , _ , - _ . , ' iHYDRANI - ~ ' NOZZLE ' .,;HYDRANT a _ 4 ~ ~ e ~ ~
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R~ ~ ~ o ~ ; N INV 68.41 - ° -N INV 65.53 NITARY SErIE _ SA 1 ~ _ `MH 29 - ; ~ _ _ ~S INY 65.43 ~ ~ t ~ .~__~...134Lf ~ CB 86 _ ~ { .w__~~__. _ . - , MH 58 ' ~ ~ ~ ~ ~ 4211 e @0. ~n, ~ ~ R
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MH 27 __~.._,._~.STA 12+75.60.__.__ v -._,,a _ _ k ' ~ ~ ~ S INY 68.18 _ ._.._,._._w ' RIM 73.45 . y N INY 64.11 _ ~..~.a_4..W INV 68.17M..~,__ _~.w._.~_ _ _.STA 11+90.46 i c i M_- Y MH 26 _ v~.~._._._ ~ - ' ~ ~ I r' ~ - p- _ _ - , - ~ - ~ ~ STA 3+45.13 ~ 4 SERV -EW INY 68.17 ~ , _ ~ _ x , MH 56 ~ INV 66. i4
~ ~ 1 ,S INY 64.0 t ~ , ~ I _ t ` N INV 63.31 ~ ~ ~ ~ ~ _ _ RIM 73.02. ~ _ _ _ STA 11 X05.32 - a IM 7 4 _ ~ _ . ' STA 2+46.71 2.5 ~ ~ _ M_._.~.._ ~ .~.mw..._ _.~..pw.w ~ ~ N INV 64.33 ,
_ ~ s_ S INY63.21 N INV 62.87. p_ x _RIM 72.60-~ s " r + _ _ ; ~ ; RIM 72.51 ~ _ ~ ~ t 'SEVER WIN ..._~w....wSTA 1+48 ~ f._ 5 INV 64 23~
~ ~ , 4 SERY INY 67.12 p ' W INV 62.77 ` ~ _ E e - ~ E INV 62.43 , i „ , ~ ~ ~ , 1 E s 2 ~ INV 63 84 , ~ ~ M~ - W RIM 7 ~ , 4 SERV INV 66.21 m~. ~n~ _ ~ h~l 53 _ _ , ~ ...E IN ~ ~ ~ W ~ ~ V 63.74 ` ~ W ~ - ST + 6 W INV 63 ~ ' ~ ~ ~ _ ,
4 SERV _ ! , _ ` F ~ ~ , INV 66.69: 3 W INV 62.33 ~ ~ t ~ ~ ~_.-W. a.~_~. ~ . ~ F .m.a _...w..._~ _ a...~..-~..~ 4"SERV INV 66 _ _ F a ! v A 0 10.00 - r ' ~ ~ i _ ~ ~ - ~ = - ~ ~ 4 SERY INY 66.17 ~ ~ ~ ~ f f RIM 73.06 E E INV 63 ~ ~ _
.27 _ .~-_,~_-_~Pw..~_ # r ~ s ~ N--I y ( ~ ~ ~ ¢ 4 SERV INV 65 1 i _ ~ ~ ~ ~ a , ~ ~ U~ M INY 62.69 _ F- ~ ~ ~ ~ ~ ~ r~ ~ s f , ~ s
3 3 - ~ _ _ a N INV 62.59-~ e _ f- ~ 3 1 ~ ~ rv~ti W ~..._S INV 62.49~._.._.a..__:_~_~ ~ ~ ~ ' F
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~ R i i A ~ i f _ f ~ ' ~ ~ ~ s ; ° ~ J_ _ e { ~_,.~,M~ N,.~. , i ~ ; N INV 66.62 ~ ~ ~ _ ~ V, I U~ ~ N INV 66.45 = , , ~ l s ~ S INY 66.60
f , r - f P ` Mew r..n...... (..,,...~.d„....„n.„„ - 3 S INV 66.44, ~ G a ~ ~ ~ ~ + - ~ f ~ _ g ~ ~ ~ ~ , g i a ~ 3
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PLAN ~ _ - AND PROFILE r ~ i ~ 6 € E E ~ ~ , r ~ , E i M~ r~ ! ~ S
E - _ i ~ - . ~ ~ ~ ~ s ~ ~ f 7 ~ s ~ ~ : .-,.......~a A. - 1 i--.-....e....,.e.w......~.~..,«R ~
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~ ~ , t _ . . .N,. v.,~ _ _ . . _ x - - , ~ ~ ~ ~ ~ t i - ( t ~ t - F t r , t , i.. ; ~ , ~ , ~ r - :
WINTERVILLE TOWNSHIP PITT COUNTY N ~ ~ u .`Y.._ " ~ ` ~ E ORTH CAROLINA _..,.~_.W~a_ ...__a _ _,v.w. , _,-__.w..-. . ? , _ e i , ~ _ ~r_ e- ~ t v ~ ~ ~ ~ i _ t E - ' #
. ~ , OWNER CO),UMBIA RIM CORPORATION - E s t ~ ~ ..,._.A.. _ i
DESIGNED: WKM , 2 c/o MR. MIKE DeFREES
ADDRESS 13023 N.E. HWY. 99, SUITE 7 DR
N JHT 3 . VANCOUVER, WA 98686 ~ ' ~ , , i ~ _ {
PH .a,......e.,.. N ~ ONE [phone] 4 ' ~ w........,.m. N........ ,ek, , APPROVED: WKM u_,~___ , ,
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M DATE: 01/27/06 ` ALPASS & ASSOC IATES 3 3 1 a 1645 EAST ARLINGTON BLVD. SUITE ~ " - r s r ~ ~ : si; , , E ~ ~ 3 , ,
D HOR: 1~~= 50~ GREENV ~ SCALE: _ ~ LLE, N.C. 27858 vER. 1 = z _ ~ ~ - x . ~ , $ , ~ _ ! ~ ; -.r
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REVISIONS ~ o o ~ _ - N h r ~ ~ x N F~ ~ ~ ~ w v - ~ a~ \ 9F \ ~J, ~n_.~ 1. ~ t w
~Q` ~ 1 moo \ z BY N0. DATE DESCR ~ : Q ~ - _ _ _ _ ~ _ ~ IPT[ON - ~ v
woo 1 SEAL - ~ ~ ~ m 06/06/06 _ , GUC COMMENTS S ~ z
PE 16823 , ~ ~ ~ E ~ S S , C' ti ~
i . M~:•• 6 S ~ ~ ~ V ~ { f ~ Y a \ \ ~('yy~ 1
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RHINESTONE DRIVE CENTERLINE C j URVE DATA ~ ~ \ < S' 9 ~ ,
WILLIAM K. MALPASS, P.E. 16823 CURVE ARC S~ r i ~ ~V A / ? \ ; ~
C11 500.0 ' LI:1~IH CHORp A N / ~
C12 D 74.23' 74.16' N 46'43'43"W 150.00' 146,42' 140.6T' N 23°01'05"W
f ~ ~
65' VC 65' V
_ C , - 100 VC _..~NVPI . .
_ ! ? STA _-VPI ST _.M...,~ _ - 100' VC _.22+4. , 100' 5 58 23+ VPI STA - VC 100' VC
_ 16.47 - 25+06.55 ; - ` VPI ELE _ - _ , ~ ~ .VPI ELEV = ' ~ ' VPI STA = 27+00.00 V ! VPI ELEV = 71.79: _ I _ MATCH LIN _ 100' VC
` = E~ ~ V _ 71.68 _ VPI - PI STA 28+37.95 ' ex ELEV - _ 72.74 0.16 73.33 ' STA 21+00. _ 00 fA = 28+37.95.._.. r, 100' VC n ~ 100' YC
' ex = 0.17' _ = f _ ~ VPI ELEV - 72.64 AHlNESTONE DRIV ex - -0,1fi FE 71.95. ex -0.16 = , ~~:~w_ ~ F - 71.85 = ~ - ex 0.13 E E _ E 72.5 58 :LEV = 72.64 _ a _ ~~_..~...~-.VPI STA = 31+0. ~ s tr; ' ~x.-VPI STA - 3 + ' - ~ _ r 100 YC c = 0.13' - VPI ELEV = 74.04- 2 38. y
F 5 E FE - 7 E ~w..~_,~_ r , - FE 72. 3.17 ' n ~ _ a FE = 72.77 _ E , ~a_., ~ - _ ; ' INTERSECTION 98 ~ . - ~ _ _ _ A_ --VPI STA = 34 ~ ' = 72.77 ~ ~ ~ _ ~ - _ ¢ VPI ELEV - 72.5 - 0 ~ f50. . ex -0.21
_ - STA 23+32.72 RH , INESTONE DRIVE_ _ ~ f _ 00 _ ~ ~ P4.~-~.-VPI STA = 35+76.- ' , ex - 0.20 10__...m~_. .~_.,~ro ~.._ww VPI ELEV - 73.55 i ~ ; FE = 73.63 VPI ELEV = 72.92:-
_STA Of00.00 MO , ~ ~ - r w~._ ._.~,r._ 3 ~ _ ~ ONSTONE COURT - t ~ t . 7 a ~ FE 72.15 , ~ ' _ ~ ~ ; FE ~ r } 3 F = 72 70 ex =-0.12 ' - r E ~ _ _ ex - 0.12' . ~ ~ t- $ _
; mm. . , ~ ~ ~ , F I RE __s f r ~ { ~ ~ ~ - , , I ~ E 73.43 _ _ NTERSECTION ~ ~ , = 73.04 FE i ~ MATCH . , . r_ _ ;
i ~ ; ~ ~ 1 , i 1 , YDAANT - ; ; ~..~_.__._.___--I_ ~ I _ E ~ ~ ~ 1 NOZ . x 'STA 30+08. ~ _ LINE ' , R I VE..~_ ~ , 35 RHINESTONE D ~ 3 ~ _ST A 36+50.00 RHINESTONE DRIVE
ZL a . 1 ~ _ i ~ ~ _ , i _ ._r _ _ 1 ~ ~ „ ELEV 74. , ~.._riw_.~.. n ' TA Of00.00 JADE _.._f_ _ LANE • ~ ~ ~ g fE 73.2 A ..x_ , ~ ~ FE 73.55 ~ - i a ~ ~ _ - I
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PROFILE N AND .p~~=y ~ .w.~ ~m~.__~_, j ~ ~ ~ _ ~ _ , _a~~~..~ r , - ~ }
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WINT ~ i ER TOW , t. __a_,__~~.m ; _ , V IL 1 r LE - a NSHIP PITT COUNTY ~ , , NORTH CAROLINA . ~ ; r....._,_,b_ . I _ ~ _ t ~ y 7 .,.__,m~.,~...r.„ ~ p ~ F a ~ - - _ ~ 1 ~ ~ ~ -s- z ~ u ~ - - «ay e
_m._ f _ f OWNER CO .___5...; _ _ LUMBIA RIM CORPORATIO R ~ - ..m...e.. :_.._..~.:a..e . e - r . _ ~ e _ ~ ~ i ~ i ~ ~
N ~..u_~. .~._,v~. c/o MR. MIKE DeF DESIGNED: WKM ~ r REES _ ~ 7if t fi i S { I 3 - 2 a - f r t
e ADDRESS 13023 N.E. HN'Y. 99 S t__ ; UITE 7
< _ VANCOUVER DRAWN: JHT 86 , , ,,,._-._y...,,...m ~ . e s
PHO ~ ~ _ [phone] , i 9i',._ ~
APPROVED: WKM 4~._. ~ . , ,_~w~ , n_~ _ , , - ~ ~ ~
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M _ _ A L P A w 0 DATE: 0 S S (j( 1 /27/06 ASSO CIA T ES 645 EAST ARLINGTON BLVD.
_ _ ,SUITED HOR: 1 = 50 ~ i EENVILLE, N.C. 27858 , ..p * . u s ~M
_ , SCALE: ~ ~ ~ t- ~ VER: 1 - 2 e m... a , ~ s (2521 756-1780 a a , E ~ , i t i v ~=a.._x., ,......e...~.,, t y ,..y, m.,._.,..„...,. _
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RHINESTONE DRIVE CENTERLINE CURVE DATA MOONSTONE COURT ~ ~ , \ ~ 6 a F NI N / , CENTERLINE CURVE DATA ~ ~ ~ l , 9 99 \ ~ \ 19 ANr ~ , ~ ~ , / 89
WILLIAM K. MALPASS, P.E. 16823 9fl~ ARC !`n CURVE RADIUS LENGTH CHORD CHORD BEARING
CURVE RAD~II~ L N iR CHORD CHORU_UEARING C13 150.00' 249.35' 221.62' N 42°40'36"W C14 150.OD~ 41.91' 41.77' S 55°31'42"W
C15 304.00 50.87 50.81' S 58°44'21"W C16 304.00 21.35 21.34 S 51°56'02"W
C17 '.,O.OC 152.31 145.85 S ~9°QC'43"W
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STA 3650.00 RHIIESTOPE DRIVE ! _ _ t FE T3.29 ~ , - { , CDS VPI STA = 30.00 _ ; VPI ELEV = 71.22 ~ ~ _ ~..V _ PI STA - 6+0 . ~ __rW._= ' 1 02 -VPI ELEV = 72.40 _
t a f c ~ i E END , , I _...~.~a,-.~.. ~ STA 44+58.86 RHINESTON a. ex 0.21 a . -VPI ELEV = 71.14 _ ! ~ INTERSECTION ex =-0.13' ;
' E DRIVE 100 VC ~ ~ _ 100' VC-~.n ~ ~ , ~.e_ FE 73.68. I VC ~ FE = 71.43 INTERSECTION ' ex = 0.12' ' FE _ ,72..27 E , - 0+00.00 MOONSTONE COURT STA 2+75.45 I~0 ~ , ' NSTONE COURT _ r 26 -
VPI STA = 37{50.00 ! ' FE = 71. ' END ~ C , , STA 23+32.72 RHINESTONE DRIVE DS STA OfU0.00 ZIRCON DRIVE STA + ' T ~t7 ~ ~FE 72.62.._,. ~ 72.03_
_ i +VPI STA = 39+37.27 VP = € 60 VC I ~ STA 40+71. ; I , VPI ELEV - 73.78 ~ _ 41 e VPI ELEV 72 47 ~ - YPI ELEY = 73.41 ~ VPI STA = VPI S - ! ' 138.71 MOONS ~ ° ~ , ' TONE COUR _m~. r _ .,w. .;~~~...~~~FE a - _..._..~__v~._ - _ ~ . 8
ex =-0.15' ~ _ , TA - ! YPI STA = ex - 0.18 r ex = ~ , ~ 142+20.95 3 _ . ~_.~..v. _ . _ . _ ~ , s a f i s ~ ;
FE _ ,73.65 ! F = , - -0 18 _ _ 42+96.74 I 43+83.411 ~ ; r, E 12.65 FE - 73.23 ;VPI ELEV - VPI EL - ' - ~ E I EY - VPI ELEV = -E ~ I y , ~ - , , - t ; - _ s ~ _ ~ i _ . . . - _ I
' 1 INTERSECTION 1_ ~ - ~ 72.36 73.53 , - 73.11 ' ~ 0 _ _ i_ p i ~ ~ i
' ° _ STA 40+71 41 RHINESTONE DRIV • ~ ! E ~ _ ..:sex - 0.17 -ex = I a~.- -0.15'_.. ; ex = 0.09 ~ I F _ - STA 16+80.46 ZIRCON DRIVE ~ ~ ;FE = 72.53 FE = 73.38 - u- ~ 6 t ' S i t
_ _ _ E - 73.20 ! z -i- i FE 73.23 ~ y `INTERSECTION , j ~ I _m_ __r_. ~ ~ _ ~ ; ° I -F RE' + fi M.m.,_, I I E ~ ~ i a f ~ - _ HYDRANT_
_ e i ~ ~ j d i ? , ~ I I STA 43+13.74 RHINESTONE DRIYE I ; I ~ i , . _ a 1 ~ i 4~.._~ 4.~.. _ _ ,a.._._~.. ~~_a_ u _ 4 ~ .,_.~.M.w.a.~_..-Y.-__ _ ~ NOZZLE' ~ ' `
~ I ~ ~ ! - I _ _ a- - d _.STA Of00.0 ~ ' I ! 0 CHESMOUNT DRIVE FIRE I I _ u. _ R.___.~~, a ~._m ;ELEV 73.73 F ' ~ ,
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w _ ~ _ _ ~ 15 ' _ ~ _._w ~ ~ ::.:ELEV 75. _ ~ b__. I ~ ~ < , .
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3 ,t ~ ( OWNER COLUMBIA RIM CORPO i _ ,r i ~ r W ~ j f i 3 ~ ~ n e
RATION _ ; DESIGNED: WKM ~ , f t _ c/o MR. MIKE DeFR EES _
_ 4 ADDRESS 13023 N.E. HWY. 99 SU ITE 7 DRAwN:
ANCOUVER, WA 98686 ;
PHONE [phone] _ . _ _ 85 _ _ . _ _ _ . . -s
VED: WKM _.__.w u_..___ T.~~ _ ~ . ~aA.~ ° ~ a ° ; ~ ° ; E t f f i I
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DATE: 01/27/06 ' M A L P ~ ° ° - ~ ASS & ASSOC s x _ IATES i ro_ ..wi .,w ...yL„., rt : , r - ~ i ~ ` ~ 3 P
1645 EAST ARLINGTON BLVD., SUITE D A e = 50` e _ GREEN SCALE:HDR. 1 s _ + , MLLE, N.C. 27858 vER: ~ ~ ~ ~ 3 E , z - e: ~ ~ ~ ~ x f i
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WILLIAM K. MALPASS, P.E. 16823 A~ CURVE RADIUS !r4C-- CHDRD CHORD BEARfNG
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100' YC 100' VC
100 YC r__.._,_..___-._ VPI STA _q-. _ _ VC 100' VC 100' YC 1 ~ ~ , 00 VC 100 YC 100 VC
I = 0+83 80 ~ ~ ~ ~ _ - 1- ~ YPI STA = 3+18.46._...-.. __._..-VPI STA - 4+72.41....__... , ~ 4+72.41..._._.._._ VPI STA = 6+08. ~ ' ' 96__... . _ VPI STA - 7+50. 00 , VPI STA = 9+40.50...._..... _ .
,VPI ELEY = 72.15 -..VPI ELEV = 71.86 _ , _ ~ x , - VPI ELEY = 72.63 i - . K i ~ ex - 0.34 R I ex = 0.12' ` I ~ - ' ;VPI STA = 10+92.05 ~ VPI STA = 12+53 83 _.-I _.au~.~.Ty.-w__ ri. .t__..- = 72~ 63 - YPI ELEV = 71.95 VPI ELEV = 72.66 VPI EL ~ , EV = 71.70- I -VPI ELEV = 72.46 - :VPI ELEV = 70.84
1 ...BEGIN ~ RIGHT - Y i - _ r ;ex --0.12 _ ~ , -OF WA FE - 72.49 FE = 71.98 i - fFE = 72.51 r _STA 0+00.00 EIrERALD PAR 2. .12 ex=0.13' ' - x.13 , ex - __ex - 0.13 ~ , _ ~ I ex --0.19 ~ ~ ~ r
K DRIVE _ E E INTERSECTION ~ 97 INTERSECTION s ~ i FE 73. ' ~ ' !.51 I ~ FE = 72. 1 _ ! _ ~ ~ - ex - 0.19 9 , ; FE 72.53 ~ ~ FE - 71.83 !FE = 72.27 t = r ~ ~ , ~ FE = 71.03 '
,v I i I ~ STA 1+70.00 EIwfERALD~PARK DRIVE DR V ~ ~ ~ STA 4+72. .~._~..m.-~ I E 41 EIrERALD PARK DRIVE _ _ ~ _ _ . - ~ 1
..EDGE OF PAVEIrENT _:..._._.STA 14+47.79 RHINESTONE DRIV ._-___~.-~--_.STA 0 I I I ~ E t00 00 SAPPHIRE COURT--.. ~ ......_;STA -0+20.00, EIrERALD PARK DRIVE ! t ~ v _ FE 72.60 i _ i ~ INTERSECTION ...m ~ ~ ~ , _ ~ STA 13+70, 50 EMERALD PARK DRIV E I s ~ ..~...-,~.-~..---~.e..~ E ~ ' E . ~ ~ ~ ~ m~~ -._w w.~.STA 9+93.55 JADE LANE ~__._n
~ FE 72.51 ~ ! FE 74.40 I a ~ ; I _ ~ ~ _ t } - - ~ _ F ~ ~ ~ , , r I _ !
1 ~ ~ , ~ ~ ~ ` FIRE 7 ~ • .i- ~ i FE 71.42 ? ~ a s ~ 3 - e , -FIRE - ~ s ,a ~ , 1 I f - s
1 , - I ! 3 { ~ ~ E i E NYDRAi a ~ I ~ i ~ 1 : 5 r s I HYDRANT ; - , z _
I ~ NOZZLI - ~ _r. , ._M..._ _..,_r,_ ___w-..,.. _w- 1 .~._N, _ PROPOSED__ _ ~ , i - , NOZZLE ~ ~ _ . _ ~ ~ ; _ _ I _ - ; ~ , , ~
ELE V _v- - - 18 RCP I k-_, ELEV 74.36 r 1 ~ I ~ ~ I , - , a _ I ~ i _ ~
I i 1 t ~ , ~:~a ~ ~ 3 , ;
I „oa. ~ N., i i ~ . w.. C , ~ t . i i 6 t I ~ ~ _rv t FIRE ..~R. , _ ~ - -HYDRA .,.M~..~.~ NT r ~ ~ ~
~ r I ~ I ._w.z N OZZLE _
~ I .52 - ! _ ~_-~_.~-.__~__I-~-~~.- k I ELEV 73.08 ~ ~ , ~ s .M,~ o
a ~ i.,i r 0 1 , - r - .-~-.w,..n._5 X.-..~ I ~ ~ ~ ~ ~ _ 0 _ -~a_ w__. g - . ~ i ~ ~ r _ - ~ , , _ -0, - ~ I OX rt--_ .50 ,
- ~ ~ _ . ~ _L ~ ~ ,,b, ~ I ~ _ _ _ j - f ~ , I - M , , r _ w . _~.d-.~__-~__. . , _ a F _ ,
i ~ s _ t i " g I _ ~ i - i ~ - - 3 r - , , ) ' i ~ ~ F ~ ~ 1 i I i - -
~ , , _ , 1 ~ i I ~ I ~ I F - 4 r _ • ~ , , D ~ ~ i i _ I ~ ( 1 i ~ ~ OX ~ ~ ~ ~ ~ _ , + _ 3' IN_ I ~ 1 ~ _ !
' ~ ~ i i ' ~ 3 MIN ~ ~ ~ ~ ~ ~ ~ , , , I _ I ` ' 8"WATER IrIAIN ~ ~ 5 DIP 3 ..-.~...w..- k~.~._.,.~ __~._ti_ a._ ~ _ STEP DOWN..:. ~ 3 ~ ~ ~ ~ , _ ( ~ I +0.50'x' 7 ~ ~ I I 1 ~ ~ r ~ i I ; ~ ,
_.e .,........A. - ~__»v~ ~ t i .~~~e_M.- _ - __m,~_..-. r , w.AA,.,...m..... ....,.....d.s..... _ -.....n ...y..~...~y..a ' ' _ _.~l1NOER STORM.;___?.WATER MAIN I i i F 1 3 ~ C I ~ d a , i 3 V. t ' ~ } V
J ~ i i DRAIN ( ~ _ I i i I ( ; t ^ u i i ~ ~ _..._.,.,.,e..~...~,.,.....
r i I ~ _ SED ~ ~ a • _ ' ~ ~ i
I ~ ~ i ~ i I ~ ~ 8 PVC W ~ - `-_T- _ ~ PROPOS l , ~ _ , ~ , _ ATER MAI hl ~ ~ ~ ~ . ED PR OPOS a ; - IN ~ ' ' , , E ~ _ , , ED 8 PV ~ ~ ~ WATER ' - , , , C ? ~ i ~ - _
i ~ I ~ ~ I y ~ 1 a ~ , ~ ~ ' $ ~ ~ ~ - T~ ~ - f ~ ~ 1 _1 r ~ ~ I ~ . ~ ~ ~ RQp~ . a _ 8 WATER MAIN ~ t ~ . ~ ~ 1 a Sf0 8~ ~ s ~ _a
.,-__m_,_m__-_, , CB 40 ~ w._ ~ - ~ I p ~ ~ E _ 1 ~ ~ s , ' ~ ~ v i
STA 1+14.05 26' RT-._ . __r_..._..R____ _ ~._._...W ..._..A_- , ~ _ _ I _ ~ _ . _ z ~ ~ I ~ ~ ~ 12 MI - r ~ ~ I ~ I I I_ NI HOOD 72.28 I , ~ g f CB 4Z wgrf _ _.,-_w.._._ _._w.._.---MM - _ w. _ . - .-..A_~__v_ N .w_m.. Mq ' 1 I ~ ~
n _ ~ ~ ~ I 1 S INV 69.11._ > , a . , , ; i o i 8 45 DIP , ~ ~ I ~ ~ r_ ~ , # ~ 1 45 , ~ ~ DIP
STA 3+35.50 18' LT W INV 69.10. I ~ ~ NOOD 72.08 8' ~ ~ , _ , 12 MIN. i ~ ~ STEP DOWN 12 MIN,.. _ , , STEP DOWN ~ 1... _ s ~ ; ; k _ UNDER STORM i ~ ~ ~
a , N INV 68.54 ~ .UNDER STORM - _ ~ ' DRAIN _ , ~ _ DRAIN , - i ~ ~ _ ~ _ ~
I CB 39 ~'sErER : I 8.53 S INV 6 .._.._...._....___.STA 1+14.05 26 LT.__ , m__.w,_~_: , I ' _ r ~ SEMER WIN
t r_ I _ _ _ - ~ _ ; SERVICE .~...-SErrEA WIN _ - t 1 ~ HOOD 72.28 I ~sEr~ Mi11B ~ sErER I I ~ SERVICE ' s ' ~ SERVICE . ~ i i ~ _ r ~ ~_~..,.__-M.:.w__. ......,~.w .w-.v.-._ .,.a-~.. ~ SEMER } - r 12 (SIN, ~ ? 3 a ._.u_ -
N tNV 69,20 13 : SANI 3lF 8 P I SERVICE-___ - . ~ 1 8r45•D IP __~~rv_ . _.._.._ti _ ~ _n__ ~ ~
CB 41 ARY SE f VC NiE , STEP DOWN ' , ; - _ , 1 - O ~ I I 1 UNDER STORM `
I ; STA 3+01.42 18' RT I; ~ 0, 69 C ! k r ~ ~ ~ r z . _ I ~ , r i - . H000 72.08 ; Ir11 ~ 31 i f • _ a DRAIN
_ _ _ , _ ~ _ ~ . _ v _ _ STA 3+35.50...' a , _ 299LF 8 "py - ~ ~ ~ CB 501 T
, . E INN 68 69 _..w.._. _ RIM 72.00 , , SANITARY E i. _ _a _._~_a ~ STA 12+70.50 18' RT ~ - - # S .M....__w._. . , aw.._._:<~HOOD 71.09
S INV 68.68 ~ , , "SEER IUIN W INV 65.33 , _ f ~ , , , r , , MH 33 ~ _4"BERN INY 65.66 i_ ~ _ ~ ..Me... w.. _ . < ti. ,
t i MH 29 ~ + 4+7 STA 2.41- ~ - ~ STA 1 70.00(EMERALD PARK).... ~ RIM 7 . i_ ~ ~ ~ ~ ~ _ ~ ,W INV 67.04 ; - 1 . , CB 46 CB 45 , ' S INV 67.03 W
V ~ x - ; F _._..._.STA 14+47.79(RHINESTONE) _ ' N INY ' STA 607.41 18' RT 'STA 6+10.50 18' LT ~ 27 r 1LF 8 pyC ~ _ ~ HOOD 72.16 ....HOOD 72.16 SAN '
, .51 4 _ _....n RIM 72.60: __~_._.d~__~_ _,~u...._, .W____-- -__._.._~.____3.~.~ 4.41 ` TARP CB 49 ` ~ v + t ~ _ SEWE N INV 68.15 N INV 68.05 ~ ~ R ~ 0.45 ~ X ~ . , ~ ~ STA 12+70.50 18' LT _
a ~ ~ E INY 6 ~M~° N INN 64.11 ~ , ~ a ~ I { ~~..~_~v. M INV 64.31.... ~ - _t ~ Y f a = } ~ t. , _ _ _ S INV 64.01- ~ t - t _~____-~__S INV 68.14--~-S INV 68.,04 ~_.w. ~ MH 34 ~ _ p ~_a.~ ~ ~ E ~ HOOD 71. rvs.~ .~~a a~_ ..~.__w._...
V INV 6 i 6.17- o = - _"~~"._CB 48 ~~rea,~~_._...._ N INV 66.93 _~.m..~...__... ..___.u,x. STA 7+75.50 W - E - ; _ _ -RIM 72.50 - r ~ ~ ~-STA 9+40.50 18'RT ~ - - _ _ s ~ z ~
t E - ( i , i , > , ~ - ( . 6 ~ ~ ~ ~ ~ j ~ , t , ~ ~ ~ 1 ~ s S INV66.92; ~ ~ W ~ " d ~ ~ ; E ~ _ _ E INY 63.08 71.91
i , ~ _ ~ _ ~ ! _ ~ I j i < ~ _ E t ~ 4 , _ x j , ~ _ _ - M _ N INV 68.38 , ; _ ~ [NV 62 98 , e ~ ~ ~ , ~
_ _ d i , _a,.,.,,.. - . ~ ~ N ~ @ _ , - ' ...a...,.j,.rt._aa...,,....... _ i ~ i 1 ~ 31 ~ ~ , S INV 68.36 ~ MH 35 _ ~ _ f 4 SERV INV x66.17 ~ $ 6(F N - a _ i STA 10+50.50 ' a- _ . ~ 8 p ~
I P ~ ! A P _ , . 6 m.__.~.~..~._o:~._~..,.~..~. ._w._;~ ~ ~ C8 47 ~ RIM 72.24 NI r j n_~ qR r
~ ~ r i 1 R a i f _ ~ , < _ ~ € ~ ~ ~a. w . _ a STA 9+40.50 18 LT ~ ~ ~ E INV 61.75 ~ , SF~f ~ . ~ . o wiN ; n ._~.~e _ z a H0~ 71.91 _ ~ W INV 61.65....E _ , ~ _ _ R @ , .
~ _ , , _ ~ ~ , ] - , ~ , ~ ~ i , ~ } , ~ ~ ~ ~ ~ r , ~ 1. "
, ~ ~ ~ , , . _ f ~ ~ ~ ~ , ~ - ~ = ~~N INV 68.09 ; - 4"SERV INY 65.91 ~ ~ ~ X , 4 . , t E 9_ S INV 68.08. ! _
i a - ~ ~ ~ .~wP~~ 1 ~ ~ ~ ~ W_~.. _._~_...v,._ ~ _ i ~ ~ ~ ~ , ~ __,.w_~._ , ~ ~ k i v ` 1-~ i- ! . " D t _ ~ t t " t i 1. ~ s
, , i t ~..N , t ~ i ~ - % i , ' ~ o ] l ! ~ 1 3 ~„_v.w...~ ' ~ ~ i t r. _.~.w_,.~._ .,.u.,~,,.. N„w._ . ~ ~ _ _v, a
4_ ~ t ~ ~ i P S ~ w.~ _e.....,.~......~rum.. ) _ i .4-..........m .e., f _ ~ ~ t i. ~ v ~ ; ] j t , i -Y. i I i a ! a i - ~ i
- . ~ ~ , , s . , - , , t; t i 7 ~ 1 Y ~ ~ S t E ~ " F ;EXTENDED o'SErER ~utN' k
t ~ - _ , 8 ' ~ , 1 ~ _ ~ a MANHOLE BASE ~ LL .
_ , ._i_ ; . i 1 ( ; j V ~ ~ ~ _r _ . ~ ~ ~ o ~ i ~ ~ ~ E , 4 ~ i _ r. { v ~ S l t f t ~ ~ ' MH 37 E i_ , ; ~ e _ ~ - r o r ~ N ~ 1_
_w ~__...~_.w~ x. _N._ + ~ ~ ~ , w_.~.v.~~_~_~_~, , r _ , ' STA 13+70.50(EMERALD PAR ~ ~ ~ ~ ~ + m_~.__ ..~.._n___ _..e ~ _._..STA 9+93.55(JADE1 ;
~ ~ ~ 1 ~ ~ ~ , t , ~ ~ s_- ~ ~ ~ 1 _v r_._.,__.~._~~_._._ .~..__..__m.._:_.~.~ R .._m.~w .__.~.s ~ . ' , , , ~v~. ........m......,.....`..... .,....,....~....a..,, s...,.. ~ ~i
3 t , , { t _ _ _ ~ ~ 3 ~ , ~ g a ~ ~ , i -t- - _ _ ~ ~ - s - 8.3 ' E INV 5 3
i : r~ * ` ' _ . - F , ~ ~ , r 4 a N I ~ i _ , , , f ~ N INV 58.16 ~ , , ~ ~ _ ~ S INV 58.06 _ ~
I ~ , _ _ _ , . . _ ~ I ~ - t t ~ -
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ERALD PARK DRIVE _ ~ ~_.~~.~_:~d~ s , , , . s s ..~.ms- . _ t t v~ ~ ...P_ a
PLAN AND PROFILE _ _ ~ { ~ ~ ~ 3 , ; _ ~ i ~ 3 Wt { f , , _ _ ~ ~ ~
~ ~ . : , E , r i E ~ . . , , ~ i ~ ~ Y , f _ , ~ "
j~ i ~ ~ _ ~ ~ ~ e ~ ~ - , ~ ` , ; - ~ " ~ r , ~ "
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WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA H _ _,w.~._ a _ .W.,.~ .___r~v..
OWNER COLUMBIA RIM CORPORATION DESIGNED: WKM ,
c/o MR. MIKE DeFREES
ADDRESS 13023 N,E. HWY. 99, SUITE 7 - DRAWN: JHT ,
; VANCOU _ -..___....w _ VER, WA 98686 _ . _ M , _ . _ . F ~ , 1 ~ ' ~ - i. , -
P _ - ._su_.- _ M._. HONE [phone] ! APPROVED: WKM ; ~ ~ , , o- - ,Ma n_ s..,.a - , ' «...r..... _ ...a.....m ~ ~ < ~ . ~ - s _.._i..,. " .
, , , ~ f i D t. , f { ~ J . _ _ 1 t 3 _ ...m.....rd,.......,.... _a.s ._e «e....... .,,m..,._.,_ ~ d j i ~ ~ ~
- - ~ r DATE: 01 /27/06 ~ ~ ; a i ~ ~ , t t 1 -
ALPASS & ASSO ~ ! ~ ~ ~ _ ~ CIATES _ , o _ ~ ~ F 1645 EAST ARLINGTON BLVD., SUITED .HOR: ~ 50' ~ ~ , d _ , i j - ~
_ ~ , _ , , GREENVILLE, N.C. 27858 SCALE.VER: 1 2, i _ .__a.~~_._A~v_ ~ _.n_._.__. ~~..~e_~ ~m_.. ~ ~ - . s~ ~_H_._ , i f ~ _ J t 1 i ~ ` _ _ ~ _ ~ ~ i i "
~ _ __~_~,rvw (2521 756-1780 ; , _ _ a , ~ w__ aw_..n~ ~.,m...„,.~....~..,
SHEET 14 OF 21 i _ - .W..A.....~,~.. :
M:~dgn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSTONI~ JEFF HARRIS~p812con.d n
9 3:22:10 PM 8/28/2006

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wco 1 SEAL _ ~ ~ a ~ ~ ~ o ~ ~ A ! - 06/06/06 GUC COM - _ - ~ a ~ - ~ ~.4/ \ ~ swR i ~ MENT$ _ , ~19 ? ~ a ~ Ql ~ ° Q~ o a, g \ i5 / s ,
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ZIRCON DAIV ~ ~ ~ " , ~ : / O~ OJ E CENTERLINE CURVE DATA - a.~ - ~ ~ ~ ~ hQ e r \ / ~ 1, ,
• ARC ~ ~ ^ CURVE RADIUS LENGTH CHORD CHORD BEARING
VPI C18 500.00' 74.23' 74.16' LLIAM K. MALPASS, P.E. 16823 C19 420.00' 253,03' 249.2 ' N 46.43 43 W
C20 420, 00' 156.94' 156.2 N 33 43 22 W
C21 300.00' 27 46' 27 03 N 0545'32°W 45 N021923E S, / j..1
~w. ,
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100 YC . C ~ , s - ~ - 2 ..100 VC - _ ~ ! STA 0+00.00 Z ~ 00. ~ ..a.~-._a..__..~.Y..
_ b -.INTERSECTION ` 1 ' ~ 00 f " ~ { VPI STA = 1+99.67_..- VC ~ , , I 1 CON DRIVE VPI STA=4 ~ ~ ....~..v..... ....100. VC ~ _ . ~ ____w_~..
VPI ELEV = 71.02 X54.38 STA 2+75.4 , 5 MOONSTONE COURT - yp VPI STA = 6+50.0 . 75 ~ V ~ _ _ " 75 VC ~ ~ ~ -v_. _ C ,
. N ~ ex = 0.18' ~ I ELEV = 73.49 0 - VPI STA - 8 FE 71.97. . v w _ _~,_.._FE _ ex = VPI ELEV = 73.09: r I 71 20 -0 19 ~ :VPI ELEV = 75 VC - r . _-m_._. VPI STA = 8+15.54 Y = + 100' VC _ ; VPI `
~ _ 9X - ~FE - 73. --0.13 ~ - 30._...~_._,~_ VPI EL = ~ _ _ STA = 10+23.98 _ - ~ _ ~ 1 , 00 VC - 2.26; _ VPI STA - 11+29.38: VPI STA - + - 12 25.29 VPI ELEV - 73.30 VPI STA = ex - 0.13 ~ _ VPI ELEV = _ 13+44.8 ,
e ~ ,._w_~.._... 72.96 _ ...__FE I ' ~ I ~ r ~ _~._._~,_..._~___w__.._. I ~_._.-.~...F - 1, E -T . 1 72 77 VPI ELEV - 74.00 0 ~ VP - ~ ex = -0 09 ~ ~ , - _ I STA = 15f50.00 ' FE = 71.39 ex = 0.17, ; _ ; VPI ELEV = 73.40 _ , _..w w -_„uFE = 73.21 _ t ex --0.17 , _ ~ ; VPI ELEV -
- ~ , INTERSECTION I , STA 5+89.77 Z IRCON DRIVE ! INTERSECTION ~ FE e _ 0.13' - 74.43 k.-_. 72.94 ex n_ __...~._FE - 73.83_. _ ? - ex = STA 16+80.46 ZIRCON D
I 1 i ; , E _ . ~ ~ ~ ~ ~ TA 2+70.00 a ~ f a JADE LANE ` r. - - , t f i f ~ r ~ f i 7 - • , ' FE - 73.53__., .r.__.:. -0 18 RIPE INT RSECTI ` k ° f FIRE. ~ ' - STA + ' STA 10+24.07 ZI _ a._.._._~~ ._..~.~ry__.. 2
a.,., , ~ rv~n_ ~ 2 79 - , a FE _ ...._.v,_ _ _ 4. 3 _.-,..~..e M_ ? - FE = 74. 40 71.41 RHINESTONE DRIVE R ON DRIVE f z a ~ i ~ 5._ a_ _ u_ HYDRANT STA 0 w...!._u ~F +00.00 PERI OTC r E 73.23maw...~ ~..._~..~.~.w_._a.~... , e- OURT
- , r r, E _ , 1 < _ . ~ ; E ` ~ ~ - ~ ~ ~ d _ ~ ~ ~ ~ ~!_NOZZL ~ ~ _ FE 73.21 - ~ ~ t ~ ~ ~ ELEY ~ r _ ~ -
i f f ..m.._..~..,,,,e _ - ~ ' ~ 75 75 ~ s - ~ ~ ~ . e s ~ ~ .w _ ~ ~ - ~ . ~A ` ° ~ a ~
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PLA ~ ~ ~ ~ AND PROFILE ~K ~_.._~.~M ~ ~_.w..~~~ _ r - , t V i :.u.,.,m.~.~,....e:... .i _ 1 1 , _ ~ h -
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__4...__ w.:.~ a.... WNER~ COLUMBIA RIM CORP ~ , ve.A.-.._m..... ^ 1 , ATION 3 a r DESIGNED: WKM r - i i a ..a. w ~ ~ -
c/o MR. MIK _ ; E DeFREES ; : _ , ADDRESS 130 ~ , 1 j I ' . a , - .a ~.,a. ~ r , - a
7 ; 23 N.E. HWY. 99 SUIT ~ , e DRAWN: JHT - .h _ { s 1 _ a ~ ~ ~ !
NCOUVER, WA 98686 _ , PHONE [phone] ; 3 . .e. a _.l ' + ~ _
, APPRDUED: WKM -
i
DATE: 01/27/06 _ > ALP _ ASS ASSOC IATE ~ ~ ~ ~ _ ~ ° _..q., ~n.~. - ~..v_. , _.__..~_a~..._ _ _ ~ F ~ ~ , i -w.
S ~ t ~ ~ , 1645 EAST ARLI ° ~ F s NGTON BLVD., SUITED ~ - ~ 3 x + - ~ ~ f x ~ ; ~ _ i i p i F
HOR. 1 - 50 ~ ~ , : ; e SCALE: GREENVILLE, N.C. 27858 " E __._v._.._ _ VER: 1 2' ~ ~ - 4 v ,w~,. i ; 1 a t ,
[phone] -~.a..._ w..__.~.. _ 4 _._e.n.~ ~__~.~,ea ~ ~ a +c. _,e_. _ rd,~~~.~ : , r 1 } e- ~ ~ _ 1 V ~ _ , y ~ ,
SHEET 15 OF 21 - . w w~ _e~. ~F...m. _ ro.,._. ~.,_H_._ e t ~ 3 ~ ~ t,. . { ~ i f o e E ~ s 3 ~
M:~dgn~p800_ a99~P81z - P BROWN PROPERTY (THOMAS LANGSTON - _,.r,. r..~dm.. ~ _ ~ , - ` ,a.,.n,.~. ~ - ~
3:22:03 PM JEFF HARRIS~p81zcon.dgn a/za/zoos . ~ ..r... , I

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QF[aulQ i < <m, t I I~ I I I ~ v REVISIONS - I I ~o I ,v ~ a ~ o C~ ~ ~I I W ~ ~ v ~ ~ ~ • L--I ~r ~ ry_ ~ =!~S F N sus ~ GJ'
1 BY N0. DATE • ~ < ; n o ~ cn~ f I ~ ~ I - , W h ~ w ~ I ~ i , • • DESCRIPTION a SEAL = ~ J' o~ 7 ~ I ~ 6' ~ ~ Iv ~ ~ cJl ~ ~ ~ ~ z n ~ ~ ~.~a o ~ . 1~ o ~ , ~ ~ 1 1 rn a ~ ~ O _ . J' v' 1 ~ ~ 1 r 0 ~ n -i y t~ . ~ . v, ~ F
WCO ~ - - 06/06/06 GUC COMMENTS I l i O ' i " ~ - - ~ fn > G 9 ~ ` C ~ I
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WILLIAM K. MALPASS, P.E. 16823 ~ k' ~ MASTER'S LANE CENTERLIN
E CURVE DATA I c ARC
G~aYE C23 H~QIUS LENGTH CHORD CHORD BEARING C23 175,00' 115.82 113.72' N 38°21'15"E
C24 C24 175.00' 126.97 124.20' N 36°31'46°E
~ , 100' VC _,,.,_d... , , __..M. r_.'__.
i VPI STA = 1+89.96.-_. r.__w.. I 3~ 1
' 66.71 _ _ I ~ ~ _ _ w ~
M ~ , , 1 I 1 - ........STA 0+00.00 GARNET MAY ~ I _m m__ ~ 100 VC ~ . _ 100' VC _ / ' ...100 VC_.._..
I f FE 66.84 r ~ P _ } , . , INTERSECTION ' ~ ! _ ._......_..100 VC VPI STA ~ . VPI STA = 2+50.00 m .w
FE 67.66 o ?INTERSECTION _ - ~ R ~ , STA 0+00.00 CHESMOUNT D END ~ P/L STA 3+05.91 GARN ' --~----BEGIN ~ EDGE OF PAVE ET WAY = 1+55.00: ~~.w.~.. _VPI STA = 4+00.0 _ VPI ELEV = 68.55 0 _ ~ ~ ..~__rv.n _ ,
MENT ' ._~r._._ ~.,~.:.n__ . _.,_M.:.~ E I ST + S ._w,. --...-STA 10+27,96 EMERALD A 44 13.74 RHINESTONE DRIVE f TA 1+40.00 CHES1r~UNT DRIVE :.......DAVENPORT FARM ROAD...... PARK DRIVE ~ _..a.-. ~ _ - ' F ' VP[ ELEV = ' 70 45 ' _ ~ VPI S ' ~ TA = r 5+84.21 ' ~ ex = 0.31 _ ~ ~ __VPI ELEV - 71.50- , ex _ .15 s _ ex =-0.15' ,.VPI ELEV = 70.58
I ;.__wFE 73.42.. ~ E 74.12 , _ ~ STA... -0+19.93 GARNET WAY FE 67.29 _ , FE = 68.86 ~ ; a _ _ FE - 70.30 ~ f . ~ 7 ~ x-0.1 F - 2
I i ~ ~ ~ ~ ~ i t ~ ~ i-_~ ~ ~ FE 68.03 ~ ~ I EDGE OF PAVEMENT' ~ _ ; , ~ , ~ ; 5 . 70 INTERSECTION .m~ i' FE = 70. ' STA 0 " ~WA.~ , - f _ f INTERSECTION _ - ~ ~ r ,
I 1 DAVENPORT FARM ROA t ~ , D, i ~ - $ , I ! ~ I +00.00 MASTER'S LANE . -.,d - ~ ~ f STA 2+50.00 MASTER'S ~ STA 22+03.58 JADE LANE ~__..M- _.v__ f , , LAN
~ ~ B d _ , !STA -0+46.94 GARNET WAY; ' .FE ~ w. E m__._.._.._. _ f _ A 15 ~ ,A.~~ _,INTERSECTION E 69.32: +93 11 TOPAZ DRIVE ~ ~ -s..-~.. _END @ P/L,~. - _ _ _FE 70.30 _ ~ _ ~ STA 7+54.98 MATTE r- -_~.~...a
' 67.53n ~ _ .m.-...~.-, _ ~ RCP - ~ , ~ ~ i ' ~ 18 ~ i _ ( _ + t - _-.~.,.Wa..m_...,,.-.,..-..._r ..FIRE. f ' ~ _ . R S LANE.; ' STA 8+84.98 MASTER S LANE s _ ~ - STA 0+00.00 T , LANE
€ f I . t~ -;-..a , , ' , ~ 1 ~ . M_~..__ _ ~ ~ HYDRANT , , W.__~u o_ , 1 t ~ s 1 , _ , OPAZ DRIVE FE 71.62 w ~ ~ _ d ' f ' a _ FE 71.43 ~ ~ , ~ ~ - , _ . I
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s ' } ' c ~w5 < e 4 l ~ 7°~ ' 3 MIN _~v_,,._..._ >x - ` HYDRANT ~ ~ _ 4 f ELEV 73.
3 MIN ~ 3 e ~ , . NOZZLE ' ~ ELEV 7 ._,__r_ ~ a 2.81 ,_---r ~ ~ , t ~
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, I ~ _HOOD 66.85 I a , , ' 1'SEMER; f ~ > , ~ p~___ ~ ,
; , 3 I ~ ~ NV 64.61 ~ , SERVICE I , _ M , I , f ~ , f I 8 MATER MAIN 6 MATER MAIN ~ IN I~..~._.~.TTpR P ITER MAIN ~ ~ 3 M1N ~ I - ~ ~ ~ WAR ~A ~ OSED 9'' _
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4 ` y INV 64.54 _ ; 1 ~ ; < o ~ ; ~ ~ E r ~ ~ N ~ If~1 ~ 3
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_.u_.._ _ ~ 6(JADEL ~ .,._.n._.FW.~, ~ u - t STA 17+78.5 W ~._u~.-,~ ,F . ~ ° . ° . , ~a: , ' 18 LT MH 18 ~ 71 27 ) ' ,STA 5+97.18 _E INV 64. 6 ~ : F HOOD 70.80 - STA ' 2 LTf MASTERS) - W INV 62.98 i ; r b 1B RT 6+55.64
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NET W w~ ~._~.aw._ M_~~_ i ~ i GAR Y, CHESMOUNT COU MASTER'S LAN ~_..u. _ ~r..~~ RT & ~ ~ ~ ~ ~~.w E ~ ~ ~ ~ ° t ~ ERS) ~ ~ _ ;STA 22+03.58! J ADE) ~ _ ~ i - ~ , ~ ,
PLAN O FI _ , -_Ma..w~., AND PR ° E ~ ~ r _ . ~ s _ s r i RIM 69.32 3 ~ ~ _ v__: o
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' WINTERVILLE TOWNSHIP PITT C ~ - y OUNTY ~ f NORTH CAROLINA _ .._..,__~.,.azu... _ , r ~ ~
_ . WNER~ COLUMBIA RIM CORPO ~ ~ ~ i _ ~ P r i ~ 4 p i
RATION ° ESIGNED: WKM ~ t , c/o MR. MIKE DeFREES C - 7.. ~ S
ADD ~ ~ _ ` ESS~ 13023 N.E. HWY. 99 SUITE 7 6 E_
DRAWN: JHT VANCOUVER WA 986 _ 86 y - . S ..,.P.. . s _ , i i
PHONE (360157 - ~ ~ r. ; 1 0785
APPROVED: WKM ~ ~ ~ ° ~ . . , ~ ,
_ i ; s. i
MALP t r i A ~ S DATE: 01/27/06 ° S 0( _ ASS CIAT z s ~ ~ ~ ° 0 a ES 1 45 EAST ARLINGTON BLVD., SUITED ~ ~ i
6 GREENVILLE sca~E:"oR: 1 5a` -
N.C. 27858 UER: 1 = 2 [phone] ~ ~ ; a ~ - ~ d x ~ i ~ .
r,.- ~ SHEET 16 OF 21 ~ - f ~ f f y >
M: ~d n _ - x. r~...~ .kW... E _ 7 m,w„. P ~ _
g ~p800_p899~P812 BROWN PROPERTY (THOM AS LaNGSTON), JEFF HARRIS 812con.d n 3:21:54 PM 8/28/2006 ~ 9
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TOPAZ DRIVE CENTERLINE CURVE DATA ` ARC
CURVE RADII~~ LENGTH CHORD CHORD BEARING
WILLIAM K. MALPASS, P.E. 18823 C25 150.00 195.41 181.93 S 68°24'46"W C26 150.00 116.93 166.85 S 02°42'33"E
C21 150.00' 89.29' 81.98' S 53° 33' 11 "E
100' VC 100' VC
~ ~ ~ ~ w~ ~ it ~ _ ,,r ~._~__.~mum__ _ __.m,-...~_.._w._ _ _r_._ ~.W~..._.__ = 0+50.00........-_ .._._VPI STA = 1+84.13 ~ _ . 100' YC 100' YC 100' YC , 100 VC 100 YC ,y.., ,.U t ~
_ _ . _ s_._.~~ _ m~...~_._-... __m~ ~_.._mVPI VPI STA P; JvJ= uv 9i ~ ~__..._-.._VPI STA = 60.43.___. n.m,. .-~._~~,...w_ _ .:._.._VPI STA = 900.00 r_~......_ .,__:VPI STA = 10+84.29 :~~~~r _ .w._. ~_ww.~.._~~m~ ~ _ ~aW....~.~ ..mn~.W-~..-..-~.
' -VPI ELEV = 72.18 VPI ELEV = 71.51 ~ 3 ~ ~ ~ ~ ~ ~ . t _ l - - VPI , ~ I ~ ex =-0.25 ~ _ ~ ex = 0.13 VPI STA - 12+50 00 VPI STA - 14+51.66 _VPI ELEY = 72.35 ' _ ',.....VPI ELEY = 73.60
'INTERSECTION END ~ CDS FE = 71.93 ~ FE = 71.64..., _ ~ ~ ` _ ~ _ ~ - VPI ELEV = 71.39. ! _.VPI ELEV = 72.22_.... _ VPI ELEV = 69.60 I a ex 0.13 ex --0.21 ! ex = 0.21' ex =-0.23' _ _ ex 0.22 .48 FE = 73.39 FE = 71.60 FE = 71.99 ~ ,
1NTERSECTION~ ' , ~ , STA 0+00.00 ONYX COURT STA 1 +35. Y ~ ' COURT INTERSECTION ` !STA 5{01.55 TOPAZ DRIVE i FE = 69.82 INTERSECTION
STA 5+01.5 ° _ ~ _ ~ E ~ _ ,TOPAZ DRIVE ; FE :72.42 - - -STA 0+00.00 TOPAZ DRIVE - ; -STA Of00.00 ONYX COURT ; ` , - _...._:__-.__.~a~ ._FE 73.10 ~ __W. , _ ~ 1 ~ ~ ' a ~ ~ STA 15+93.11 TOPAZ DRIVE t E
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NYX COURT ~ W ~ s ~mµ_~ _~~m.~a~_~_~~. yn _ 0 & TOPAZ DRIVE ~ _ _a_ ~ ~ { _ , . ~ a ~.,~M. a~_. ~ ~ _ W e~~~~. ~w.~.~ __„_~.._uw.~._, _ _..._r.._.v~ N_.~w._~~ ...~~.w.._m._._.,_, a; : < ~ >
P x ~ s _ , i e ~ , _ : , , LAN AND PROFILE 9 ~ ; , t ~ ; > i ~ ~ ~ ~ ; , : ~ t r ~ ~ : ~ : ~ ; ~ ,
s , r F , , _ ~ ~ ~ a ~ , ~ r ~ 9 !
t s i ~ A e 4 i ~ - t , ~ P `e
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WINT _ i ~ _ ERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA U~ + - : ~ ~.._w
OWNER: COLUMBIA RIM CORPORATION
DESIGNED: WKM ~ c/o MR. MIKE DeFREES
ADDRESS 13023 N.E. HWY. 99 SUITE 7 t - -
DRAWN: JHT , i _ ; VANCOUVER, WA 98686 , . ,w._. n_..~__. _ _ . _ ~ _ _ ..._.M _ _ i. _.z. -«.._._...,....e.,. ~ ~ ..~_..--t... ..~_...a._
___r .,w_...~ PHONE [phone] APPROVED: W KM V......-._..,,.. r ~ m.,.,. . .e_. m_ It. e
i ~ ; , E ~ t , ~ ~ ; e C ! ~ +
i , P . . ~ ~ ~ ~ ~ ~ } ; DATE: 01/27/06 ' -J r i M _ . i a ; ~ y ~ ' i , ~ . - i - a _ :
o , . ; MALPASS & ASSOCIATES ~ ~ _ ; : i ~ i _ : ~ ~ ~ i I ! ? e ~ : : .
- _ _ _ i 1645 EAST ARLINGTON BLVD., SUITED ,HOR: 1 50` SCALE. , a-.._ H_.~~_. ~w ~ _~~..~w ~ _ m__.m__~__ .r ( ~ 4 i ( {
GREENVILLE, N.C. 27858 vER: 1 2' ~w~ ~ ~ i ~ ,.L~r;r n [phone] , 4 c ..w...:_ _,..-~e.~...., m. , _ eL.~ s.__ k.(A . a..,~.._a~<_.e.e,~..~M _,_._r. _ ~ _w m_e _a
SHEET 17 OF 21

M:~dgn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSTONI, JEFF HARRIS~p812con.dgn ....a.....,
3:21:19 PM 8/28/2006

1
A/W WIDTH VARIES ISEE PLAN FOR WIDTH) VARIES 30' B-8
(SEE PLAN 2'/ 6' 6"X 26'X 50' FOR WIDTH( BC/BC VARIES ISEE PLAN FOR WIDTH) g' # 57 WASHED STONE
CAPITOL FOUNDRY 9/1 4~1 PAYING SECi10N TO BE
EI-840.03 PATTERN N0. 1523 E USE ON OR APPROVED EQUAL ~ ~ I'" PEA i FT. 4q" pER 1 FT. SLOPE DETERMINED 8Y C8A TEST I," pER 1 FT.
6" FLAT GRADE g" g" FRAME. GRATE AND HOOD NOTES: 3" ~ #4 "V" BARS 6" 3>8 "W" BARS EQUALLY SPACED 2x AND UNDER EQUALLY SPACED X 'e. • . 6 °
S 1~,2" 3„ 2" 1P" 1) MORTAR JOINTS I~2" I~8' THICK CLASS "AA" CONCRETE TO BE USED. 2' 6" x 4' \ CABC UNDER CURB CABC UNDER CURB \ \ \ / • /
t - DEPRESSED BACK OF CURB- - • 2) THE POUR]NG OF FLOOR SLA I ~ ~ GUTTER LINE Y A _ Y B B TO BE ACCOMPLISHED BY FORMING. /i 24'ROLL TYPE 5'CONCAETE CURB d CUTTER SIDEWALK 6"THICK 24" CURB AND GUTTER 24" CURB AND GUTTER
R I III R „ 4 H 8 8" 31 ALL CATCH BASINS DVER 3'- 6" IN DEPTH SHALL BE PROVIDED U" BARS F 3'- 0" 3'- p" WITH STEPS 1'- 2" ON CENTERS.
I III SPACED D 41 CONCRETE R TYPICAL STREET SECTION
III ~ E L E V A T I 0 N 6 BRICK W1L8 BEKPERMIBEEUDSEO iN LIEU OF CLAY BRICK. JUMBO WiH;NyM GRADE FOA ROLLED CURB 0•SDX ~ T
~ NORMAL CURB AND GUTTER ~ _ S 3" ON LIGHT GRADE X 51 HERCHT US„ IN HEIGHT OR LESS USE 8" WALL. OVER 8'- 0" IN E 12" WALL TO 6' 0" FROM TOP OF WALL. AND 8" ONE CONS TR UCT ION ENT RAN CE
PLAN SECTION X-X WALL FOR THE REMAINING 6'- 0". TOP OF SLAB PLAN
6) LEAYE WEEP HOLES AS D]RECTED BY THE ENGINEER.
5'- 0" 5'- 0"~ z aacK
E ~I FLOW ~ .,W" BARS ~ I,~ 6„ 8" 6„ OF CURB
#4 V BARS _ _ - - _ 12" DEPRESSED CURB LINE ~--5'- p" _ _ _ _ _ _ _ _ _ _ Y 2r,
4 "U" BARS 6 DEPRESSED - - - _ _ _ _ _ _ _ 6° Y A II A
CURB LINE H' 8" - - A 12" • A 6'- 8" X BACK OF CURB
8" B" SECT - ii'2" LAN H, 6" H' 8„ 8" STEP 8" I O N R R CURB AND GUTTER W/CATCH BASIN ~ ~ B II 30° Ilt- 2r.
ON STEEP GRADE UiLET D STEP E 6" W = f L.D. 12")(.58)
6 ~ 8" 8 H~ C #4 NORMAL ~ , E p % W Y l -A--~~ ii F-A Y _6 II 8r,
"U" BARS USE ON 10" GUTTER H PLAN DETAIL B II
EQUALLY 6" D SPACED 6" GRADE MAX. LINE S E C - C 3„ 3„ zx AND DvER T ION Y Y 30°
6" NOTES: 6" 1" g" 6r. W
.r ~ 6 DEPRESSED GUTTER LINE 6" 12" X i l MORTAR JOINTS ~~2" ire' THICK.
1~ 12" 5'-0" SECTION J-J _ F z END ELEVATION SECTION M M SIDE ELEVATION 6„~ PLAN D E T A I L 2) CLASS "AA" CONCRETE TO BE USED. srEP 8" B 3) THE POURING OF FLOOR SLAB TO 8E ACCOMPLISHED BY FORMING.
WHERE 30" TO 36" PIPE IS USED WHERE 42" TO 54" PIPE IS USED 8" 9¢p M10x39
SECTION S-S ELEVATION = 8" Err 8" 6" 4) ALL CATCH BASINS OVER 3'- 6" [N DEPTH TO BE PROVIDED 1" WITH METAL STEPS DN 1'- 2" CENTERS. STEPS SHALL 8E
NORMAL CURB AND GUTTER I ON STEEP GRADE E I - - - D 12" IN ACCORDANCE WITH STD. N0. 25.12. I 6'- B" I OUTLET ~ _ - _ _
. - 6 H: B" 51 CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. 6" STEP Br. H: B 6„ 8rr t 6) JUMBO BRICK WILL BE PERMITTED.
I E DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN I S T - - STEP M10x39 u ON Y Y SECTION X X T) FOR 8'- 0 IN HEIGHT OR LESS, USE B" WALL. OVER 8'- 0"
DIMENSIONS OF BOX AND PIPE I COVER REINFORCEMENT I PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSIONS CUBIC YARDS BRICK MASONRY J ~ L B J 6 H E 8" IN HEIGHT, USE 12 WALL TO 6'- 0" FROM TOP OF WALL AND J I I 'H 8" D 8" WALL FOR THE REMAINING 6 - 0 .
BARS-U BARS-V BARS-W TOTAL OF CONCRETE IN BOX H' I , i _ D A B C G MIN. H' H° E F N0. LENGTH N0. L N0. L LBS. TOP SLAB FLOOR TOTAL CU. YDS. PER FT. OF F I I 6- B (OUTLET D C .
15" 3'- 0" 2'- 2" HEIGHT A M 2'- 6" - - - 0.281 0.281 0.802 I A F M I B 16" 3'- 0" 2'- 2" 2'- 10" - - - 0.28i 0.281 0.909 D, 321 I DI ~ NOTES. Err
_ MEN. 24 3'- 0" 2'- 2" 3'- q' - ABDVE MINIMUM H' Yr PIPE SPAI 30" 3'- 0" 2'- 2" 3'- 4" 3'- 2" 1'- 10" 4'- 4" 4 1'- 6" 3 4'- 1" 3 4'- 1" 45 0.281 0.281 1.070 ~ r - DIMENSIONS OF BOX AND PIPE Err PIPE SPAN WIDTH HEIGHT W10 11 MORTAR JOINTS 1~2" I~8' THICK.
0.147 0.374 0.521 1.306 D A 36" 3'- 0° 2'- 2p 3'- 10" „ 3'- 8" 0~' 2'- 4" 4'- 4" 4 2'- 0" 4 4'- 1" 3 4'- 1" 49 O.1B7 0.415 0.602 1.586 I I 15" 3'- I D A B MIN. H' SECTION Y-Y SECTION X-X LENGTH 2) CLASS AA CONCRETE TO BE USED.
42" 3'- 0 2'- 2 4'- 5 4'- 4" F " I I \ 2'- 1" 3'- 6 4 1`- 9" 3 3'- 3" 3 3'- 3" 38 0.135 0.373 0.508 1.811 0.321 18" 3'- 1 48" 3'- 0" 2'- 2" 5'- 0" 4'- 10" ~PQ 2'- 8" 3'- 6" 4 2'- 6" 4 3'- 3" 3 3'- 3" 40 0.113 0.410 0.583 2.146 ABOVE H° 24" 3'- f 15" 3'- 0" 2'- 2" 2'- 6" 2'- 10" 18 3'- 0" 2'- 2" 2'- 10" 2'- 10' 3) THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. NOTE:
54" 3'- 0" 2'- 2" 5'- 7" 5'- 4" 3'- 3" 3'- 6" 4 3'- 0" 6 3'- 3" 3 3'- 3" 48 0.211 0.448 0.659 2.510 24 3 0 2 - 2 3 - 4" 2 - 10" 4) ALL CATCH BASINS OVER 3'-"6" [N DEPTH TO BE PROVIDED 15" THRU 24" P P MINIMUM DEPTH (H'f TO BE DETERMINED BY SIZE OF OUTLET PIPE. (S I E EE STD. FOR CONCRETE SLAB DETAIL.)
PLAN PLAN WITH METAL STEPS ON 1 - 2 CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. N0. 25.12. DIMENSIONS OF BO% AND PIPE 3D" THRU 36" PIPE
51 CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. PIPE SPAN WIDTH WIDTH HEIGHT HEIGHT W10 DIMENSIONS OF BOX AND PIPE
COVER REINFORCEMENT 6) JUMBO BRICK W[LL BE PERMITTED. 15" 3' A „ B C MIN. H' H' LENGTH PIPE SPAN WIDTH WIDTH HEIGHT HEIGHT W10 DIMENSIONS BARS-U - 0 2'- 2" 2'- 6" 2'- 10 D A B , , BARS V BARS-W TOTAL
C MIN. H H LENGTH E F N0. LENGTH N0. L N0. L LBS. 7) FOR B`- 0" IN HEIGHT OR LESS. USE 8" WALL. OVER 8'- 0" 18 3'- 0' 2'- 2" 2'- 10" 2'- 10" 30" 3'- 0" 2'- 2" 3'- 4" 3'- 2" VAR. 4'- 0" 1'- 1 " " " ~ rr r .r IN HEIGHT. USE 12" WALL TO 6'- 0" FROM TOP OF WALL AND 24° 3'- D" 2'- 2° 3'- 4" 2'- 10" 36" 3'- 0" 2'- 2" 3'- r 0 4 4 4 1 6 3 4 - 1 3 4 - 1 45
8" WALL FOR THE REMAINING 6'- 0". 10" 3'- 8' VAR. 4'- 6" 2'- 4" q'- q" q 2'- 0" 4 4'- 1" 3 4'- 1" 4 9
STANDARD BRICK CA TCH BASIN
15" THRU 54" PIPE STANDARD BRICK DO UBLE CATCH BASIN STANDARD BRI
15 THRU CK DOUBLE CA 24 P IPE TCH BAS I N 30 THRU 36 PIPE
5' SQ (TYP) 8'- 0" MAXIMUM
TYPICAL SPACING 8'- 0"
!-'1
r----- I
STEEL OR I SILT FENCE NOTES: A W000 POSTS A 1. SEDIMENT CONTROL STONE SHAL
L BE N0. 5 OR N0. 57. NOTE:
I 2. WIRE MESH SHALL BE HARDWARE CLOTH 23 GUAGE MIN. I I AND SHALL HAVE ~'4 INCH MESH OPENINGS. INSIDE BO% DIMENSION 2' x 3' UNITED STATES FOUNDRY USF 4105-6220 FRAME d GRATE
3. TOP OF WIRE MESH SHALL BE A MINIMUM OF ONE FOOT BELOW I I THE SHOULDER OR ANY DIVERSION POINT. FINISH GRADE OR APPROVED EQUAL
4. STEEL POST SHALL 8E 5 FT. IN HEIGHT, BE INSTALLED / • NOTE:
I I 1.5 FT. DEEP MINIMUM. AND BE OF THE SELF-FASTENER WIRE ANGLE TYPE. FABRIC 00 \ USE 8' PANELS TO GIVE ROAD EDGE DISTANCES NOTES:
I SI 0 0 5. WOOD POST SHALL BE 6 FT. IN LT FENCE o O 0 TO 1.5 FT. DEEP MINIMUM. HEIGHT. BE INSTALLED ~j \ EXTENSION RANGE OF 0' TO 3 MAX. 1) ALL PANELS ENG. GRADE REFLECTIVE 24" COVEREDGONE ~0405IDECONLYUMINUM,
0 0 AND BE 3 INCHES ]N DIAMETER. - - - - - J 0 ° 0 6. POST SPACING GRADE VARIES Q ° ° SHALL BE A MAXIMUM OF 4 FT. ONE (1)
8" BRICK WALL COMBINATION 2) ALL PANELS SAME DIMENSIONS. PANEL DEAD END SIGN STRIPE POINT SHALL
/ / / / / / / / p 0 / / O 0 0 oo O o p o 00 p o TWO (21 !W 14-1> TWO (2) 31 PANEL MARKINGS AS SHOWN, ALL STRIPE BEGIN AND ALIGN W[TH ~0 0 Q 00 O 0 0 0 o LEFT PANELS RIGHT PANELS DIMENSIONING THE SAME E%CEPT WHERE TOP CORNEA OF PANEL
i/ ~ o 0 0 °Oo / / o 00° oo°° / o0 00 PLAN VIE / W / o O o p ~ O Q° 0 ~ PIPE 3000 PSI NOTED. 6" 6" 0 0 0 0 0 0 0 0 3rr CONCRETE SLAB 45°
/////y/ o° o ~i~ \ o 1 0O STRIPE POINT SHALL T~'a"
I I I I I Y °0 Y A Oo r--SEE SECTION A-A I I I tJ 0 00 0 ° , 3' MA%. 5'TO 8' SETBACK BEGIN AND ALIGN WITH 8" • ° ° " EACH SIDE TOP CORNER OF PANEL
I ? 00 STEEL OR WOOD POST (TYP) I FDR TYPICAL SILT I ~ I I 0 0 v o (MAX. 8'- 0" 0/C SPACING) FENCE INSTALLATION. ~ I o 0 0o A ' • 36 B/B LEFT PANEL DETAIL 00
0 O °Q ! Oo 000 O p 3'- 10" ~
0°0 d 000 EROSION TYPICAL POST SPACI oo WIRE I NG ° ~ , o po0 °o RIGHT PANEL DETAIL
FABRIC I I CONTROL Oo a. • v;~•.v, o I FABRIC 0 ~ 0 0 0 o STRIPES TO START AT PANEL CENTERLINE " DROP INLET DETAIL
Q o 3'- 0" I 0° i," WIRE MESH HEIGHT I I I EROSION I o 0 0 a WIRE MESH 0 0 -~'a" WIRE MESH 00 - ? 0 ° ~
EXC I o~ ~ 0 I o 0000 0000 AROUND FABRROL I 000 0 0 0 0 ° °0 ~0 0 0 °o ° o °oo ROAD PLACEMENT DETAIL CO
0 ~00 p INLETS I o 0 o p 0 OQ o 0 0 ~Oo 00 ° ° °o o° 0°0° MBINATION PANEL DETAIL 0000 X000'00
I I I ~ o 1'- 6" I p 0 MAX HEIGHT I I 0 o SEE NOTE FOR 4'- 0" I'- o^
AT INLETS I I I 3- 0" I O o o POST DESCRIPTION MAXIMUM I UNLESS 7- POST TO ALLOW I I OTHERWI I 0° °0 I AX]MUM POST
SE STEEL OR WOOD POST 0 2' 2' SPACING FOR OVERFLOW I I FILL NOTED I IMAX. 8'- 0" 0/C SPACING! SEDIMENT PACING
I I I WITH ON PLANS I CONTROL SEDIMENT I EARTH I 2, STONE CONTROL THE FOLLOWING GUIDELINES ARE TO 8E USED IN THE CONSTRUCTION OF A DEAD END BARRICADE FOR ALL CITY OF GREENVILLE PUBLIC STREETS. ALL MARKING SHALL BE RED AND WHITE WITH REFLECTORIZEO
I FLOP FLOW STONE 2' FILL I - TRASH RACK INSTALLED BEADS IMPREGNATED INTO PAINT OR REFLECTORIZED ENGINEERING GRADE SHEETING. 12" ~u4TBARSF@RISER ONATOPROFKRISERALLED
\ WITH I EARTH - - - - 4" O.C. EACH WAYI 4~O.CRSEACH WAYI 1) PANELSGUBDEHIGHSAND BTCONMLENGTHIIMINIMUMIB) SHALL BE FOLLOWED USING TYPE t1] HORIZONTAL u
/l ) -D" I ~ ~ u / ~ / ~ ~ I \ I ~ AVERAGE BOX ~ I \ \ DIMENSION ~ AVERAGE BOX V / • AVERAGE BO% • 2) CONSTRUCTION DETAIL AS FOLLOWS:
~ ~ ~ TYPICAL / ~ ~ ~ VARIABLE DIMENSION I I I I \ 1'S~ 1,5' VARIABLE 1 DIMENSION 36 `CMP 4B"CMP 1" THICK x B" HIGH PANELS WHITE VARIABLE 40 P.T. 1.5' 2.0' (FINISHED SIZE ~'q"x T~~a") RED
I I DROP 1'- D" I/\ 6" ~ I 6" g„ 6+ INLET 111'- 0" I I DR ~ ? ~ I I 6" I I 6" T' MA%. l FILTERED 1
I I CATCH I ~ ~ Y WA ERO FILTERED 3 MIN " I I BASIN I I I I WATER WATER Ti,a"
BURY I I I I 1'- 0"I I II II II TOP 66.25 a i0P 66.00 ~
I ~ v~~v~,v'~v'~o'''•~•'•' I I ~ X3'-0" 20" SI% (6) 8' O[A. ORIFICES SIX I6) B" DIR. ORIFICES
I , ~ ? . I I I I MIN SECTION Y-Y _ I I I I I ' I I BURY SECTION A A NORMAL WATER SPACED EVENLY AT INV. 64.75 p ~ SPACED EVENLY AT INV. 64.75 ~ O E C T I ON A-A LEVEL 63.50 NVERT NORMAL WATER
I I I; TYPICAL SILT I I 63.50 24°CMP 24"CMP LEVEL 63.50 INVERT 6 x 6 - .80 P.T. INVERT 30"CMP 30"CIS SUPPORT POST
I I I I FENCE SECTION I I I_I ii SINGLE-DIRECTIONAL FLOW MULTI-DIRECT 63.48 63.50 INVERT (EVERY T') 63.48 g x 4" LAG BOLT 3'" ITYP.- EACH LOCATION)
II IRECT FL 19"~ ~ 18 IfGALVANIZEDI W/FLAT OW WASHERS 12) AT EACN END 3 CABC OR CONCRETE 6" CAP X/ ' x DIR. OF SUPPORT
SECTION A-A i_ 2.5" DIR. HOLE 2.0' FILL RISER WITH 6" CAP W/ ~ (OR AT EACH SUPPORT) IN GROUND DEPTH 36" MIN. 3000 PSI CONCRETE FILL RISER WITH / / UP TO INVERT OF 4" OIA. HOLE 2.0' 3000 PSI CONCRETE
24"CMP UP TO IVVE9T OF '0'`IA+ -A~~rA
' DEAD EN • D BARRI . CADES 6" 3000 PSI ~
TYPICAL SILT FE NCE DETAIL CONCRETE PAD ~ /i 6" 3000 PSI CONCRETE PA0 ~ ~
pnrl~ T NII cT C"f"Fl T I/rAIT T1'~ ~ n Tvr~r •
~ i ivL_~ i JCU 1 IvItIV I I KHr I T rt L
WETLAND #1 RISER DETAIL WETLAND #2 RISER DETAIL ELEVATION VIEW
ELEVATION VIEW
MAINTENANCE SCHEDULE MAINTENANCE SCHE DULE
BE9aB91a uE1Wm FBEOEWCP TOE ff YFM ACTIa 06aV1Ia ~ EI~WK7
CLENi IXLET/OITIET ff 1105N BY NAM) AFTFA EVRW STdXI EYFNf CORIMISOIAY REYBYE TAASN TIW6 ff TFAR ACTIa CIENt INLETIWREf ff IAAAI BY HAIO AF1EA EWAV' STOP EVENT CORIMISOIAY AEYPIE IAAAI STABILITY ff AffES YISIML IOOHLY Y711IBY AEAEB STABILITY ff AffES VISBA
STORM PIPE A DRAIN o 0 CIX:R SEBIYENf LEYFL IX FOEBAY VISUAL SFYI-NIAIILLY ~kY WIIHLY AESEm 0.02(MIN. I YAACH/SEPRYBFA ffYPrE FXffSS CIECX SIDIIEXi LEVEL IX FOB9AT VISUAL SEMI-IINMLLT Wppl/g?IEIBFp AEIOyE FJICESS
o.os(MAX. I
CLASS "8" ° 0.O41NORM.) r SIBEXALK 15 STB.1
- _ _ _ RIP RAPo i _ p p N A g DTILITY STRIP
0 0 0 2'- 6" 2'- 6" 2'- 6" 2'- 6" A B C DROP CURB D.01(MIN.) 6 STANDARD 2'pETECTABLE 0.04(MAX.1
FLARED END p SECTION ~ CURB d GUTTER DR XARNING pBMES 0,02(NORM.I r4" SEED BED PREPARATION ROLL CURB 1
2'- 0„~ BACK OF CURB ~ I LIME P ~1~E~H, (SEE PLAN) T ~ 2~- 0„ 10-10-20------------------ 2 TONS/AC. QP~~E~1~1 ~ I
/ I " ~ LIP OF GUTTER i 2'- 0" / ~z EXPANSIDN JDINT 1.000 LBS./AC. 5~ ~5 15 3~ 12:1 MAX. RAMP - 0-0 --------------------500 LBS,/AC. STRAW MULCH __________________2 TONS/AC. `
A r \ 5, B C (AFTER SEEDINGI /N, X ASPHALT TACK ----------------.p00 GAL./TON
~0„ / / FLARED END I P AN V / / SECTION MI OF MULCH ,A SECTION B-B
M ~ ~ STANDARD BEGIN 2'- 0 SEEDING MIXTURE 1• BEGIN 2'- 0" (FEBRURARY i -AUGUST 301
CURB d GUTTER ROLL-TYPE (STD NO 35.121 10'- 0" CURB d GUTT ROLL-TYPE CURB d GUTTER 50 LBS./AC. TALL FESCUE SIDEWALK 6'-0" B'-X' 6'-a'
/ / / $ ELEVATION OF TOP OF CURB ISTD NO 35. PENSAC~A BAHIAGRASS - TOP OF (STD NO 35.25) -----------10 L85./AC. ELEVATION CURB utx. CURB CURB KOREAN OR KOBE LESPEDEZA ISCARIFI EDI ----50 LBS. /AC. TAMLS ITIa DROP TRANSITIRI
~o r\~/ \ ~ w t IM ~ 'NF „ IM) - 6„-~- - - - - - - - - GUTTER LINE - - ~ 8" IMAM 1 -AUGUST 31 ) S CURB I 6" TALL FESCUE ----------------.50 LBS./AC. PSQ~{P~
~ i•g" 8 ~~z" EXPANSION JOINT - - - - - WEEPING LOVEGRASS - - - - - - - - - - - - - - 5 LBS./AC. VARIABLE SLOPES NOT KOREAN OR KOBE LESPEDEZA (SCARIFIEDI - - - - 50 LBS,/AC. P TO EXCEED 12:1 (8.33x1 UTTER
CLASS "B" \ ~ CURB d GUTTER RIP RAP , , FRONT ELEVATION BROWNTOP MILLET - - - - - - - - - - - - - - p5 LBS./AC.
~~i / REVISIONS FILTER , " (SEPTEMBER 1 -JANUARY 311 SECTION A-A TALL FESCUE----------------.60 LBS./AC.
SECTIO - FABRIC 2 B'~ 1" N A A , " BY N0. DATE DESCRIPTION FRAME. GRATE d HOOD KOREAN OR KOBE LESPEDEZA IUNSCARIFIEOI - - --60 LBS./AC. 1" RYE (GRAINI ----------------.P5 LBS./AC.
WCO 1 06/06/06 GUC COMMENTS „ 10,,~~ , ' ~ FOR SLOPES 2:1 OR STEEPER ADD 30 L AND 15 LBS. WEEPING LOVEGRASS. BS /AC. SERICEA LESPEDEZA
T" ISOMETRIC VIEW
RIP RAP APRON DETA ~E I L fAB ,011 2'- 0" EXPANSION
(SEE BTO 20 SECTION A-A SECTION 8-B S - NOTES: JOINT PERMANENT SEEDING SCHEDULE NOTE: A PUiT10N OF ONE OR BOTH RAMPS
LION C-C 1. DETECTABLE WARNING DOMES SHALL COVER 2'-0' LENGTH AND FULL WIDTH OF THE NAY EXTEND OUTSIDE THE RETURN• RAMP FLOOR AS SHOWN ON THE DETAILS.
CURB TRANSITION A T CATCH BASIN 2. OBTAIN 10% CONTRAST VISIBILITY WITH ADJDINING SURFACE, E[THEA LIGHT-ON-0ARK, 2~~ EXPANSION OR DARK-0N~ICHT SEDUENCE COVERING THE ENTIRE RAMP, JOINT
CURB TRANSITION 2'- 0" CURB & GUTTER TO RAMP WIDTH AREA IS VARIABLE
2'- 0" ROLL TYPE CURB & GUTTER SIDEWALK TER
0 0 0 0 0 0 w A w+A+9 X B
DRAINAGE & EROSION CONTROL DETAILS SEED BED PREPARATION BASE DIAMETER 5' o.o' s.s' s.e' S.o'A~ 0.90 A TO 1.40 R 6' 0.0' 6.8 6.8' 6.0 H
- 1 TON/AC. w O O O O 0 ~ TOP DIAMETER OF NO LESS T 0.0' 7.8' 7.3' 6.5'tB: LIME--------------------- B' 0.0' 8.8 7.3' 6.5'ie : iD-10-20- - - - - - - - - - - - - - - - - - 1,000 LBS./AC. THAN 50% TD NO MORE 5' 2.0 7.8' 7.8 5.0, °
18" RAD STRAW MULCH - - - - - - - - - - - - - - - - - _ 2 TONS/AC. q Qo Qo Qp Do ~ THAN 65% OF THE BASE (AFTER SEEDING) 5' 2.5 8.3' 8.1 4.8' DETECTABLE ro
25" RAD ASPHALT TACK _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.200 GAL./TON a OIAI.~TEA 5' 3,0' 8.8' 8.3' 4.4' WARNING OF MULCH Q 0 Op po Op 0 5' 3.5' 9.3' 8.4' 4.1' ODMES
6 " IIII v ° i2 ~~z" RADIUS 8„ 18" ~~Z' RADIUS 5' 4.0' 9.8' 8.6' 3.8'
3 6" WINTERVILLE TOWNSHIP ~ 3" RADI PITT COUNTY NORTH CAROLINA H ~q RADIUS SEEDING MIXTURE 5' 4.5' 10.3 B•T 3.4 3" RADIUS 5' 5.0' 10.8' 8.9' 3.1'
o . ~a RADIUS • CEMBER 15 -APRIL 15) 0.194 TO I ' oi, ~~E'. B =X-fA+9") AYE ICRAINI - 120 LB/ACRE ~ PRECAST CLASS "B"
OWNER COLUMBIA RIM CORPORATION ~ ESS • ~ ~ , . , ~ • DESIGNED: WKM ~ ~E 1Q ~ v•°' , o', • Q i a 12" " SLOP " " RADIUS ANNUAL LESPEDEZA fKO8E1 50 LB/ACRE CONCRETE ' ~'e OMIT ANNUAL LESP ~ 8 = DIST - SLOP EDEZA WHEN DURATION OF ANCE FROM FRONT EDGE OF SIDEWALK
c/o MR. MIKE DeFREES .Q ~ ; > . ° > , ° 3,~- ti ~ ,2 , , • 4 ~ . . ADDRESS 13023 N.E, HWY. 99, SUITE 7 - • . ' . 6" ° , . 7° TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE a TO BACK POINT OF 12:1 (8.33X) SLOPE. EXPANSION ~ ~ ~ 1A PLAN VIEW JOINT
SEAL ~ DRAWN: JHT ANCOUVER WA 98686 ~ ' • ~ ~ ' ' o ~ v ~ v• • PRIL 15- AUGUST 15 ) N: BACK OF S]DEWALK DROP REOUIRED FOR ALL • ~ ~ v . 6" GERMAN MILLET - DUAL RAMPS ' - 40 LB/ACRE SIDEWALK SLOPES.
# PE 16823 PHONE• [phone] ~ • ~ DETECTABLE WARNING DOMES ANY RADII xxX BACK OF SIDEWALK DROP REDUIRED FOR (40"MIN. FLOOR WIDTHI
APPROVED: WKM i '••t~ Qd 24 z4 za"- o'~ •.NCINE~.•• ~ • . ,~qM....... SIDEWALK SLOPES D.04. 24" (AUGUST 15 - DECEMBER 30) RYE (GRAIN) 120 LB/ACRE
DATE. 01/27/06 //1~~~~n ~ti~~~~\\\ ROLL TYPE GUTTER MALPASS iiauaiu SECTION STAN & ASSOCIA DARD CURB TES AND GUTTER SPILL GUTTEF TEMPORARY SEEDING SCHEDULE GUTTER SECTION
1645 EAST ARLINGTON BLVD., SUITED , STANDARD WHEELCHAI
GREENVILLE, N.C. 27858 SCALE: NTS R RAMP
[phone] ~ SHEET 18 OF 21 ILLIAM K. MALPASS, P.E. 18823
M:>~dgn~p800_p899~P812 -BROWN PROPERTY !THOMAS LANGSTON) ~ JEFF HARRIS 81 ~P 2con. dgn
3:20:59 PM 8/28/2006

RESULTANT THRUST AT F I TT I NG TYP TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK, ES OF
A T 1 5 0 P . S . I . W A T THRUST DIVIDE THE TOTAL FORCE BY THE BEARING VALUES OF ER PRESSURE rHE solL. THE QUOTIENT WILL BE THE SIZE OF THE 3,000 PSI CONCRETE ENCASEI[ENT ALL AROUND FOR REACTION BACKING
BLOCKING BEARING AREA OF THE THRUST BLOCK IN FEET. i„ 1,. WdT~R 4„
TOTAL POUNDS - ~ _ _ _ ~yar~q 4" - _ _M_~
NOM. ~ ~ iiSTED 1N TABLE. •(TrP)- (TYP) PIPE DEAD 90° 45° 22 1/2° 11 1/4° ~ ~itr) ~Enu:~E (TYP)
DIA. END BEND BEND BEND BEND ~•i ~ NO RESPONSIBILITY CAN BE ASSUMED FOR THE ACCURACY - - * L. d~ ' UNDERGROUND E : ° : ' • ? • MIN. BEARING AREA (S
4" 2,700 3,8 i Q ~ OF THE DATA IN THIS T I 00 2,100 1,100 530 ABLE DUE TO THE WIDE E E 6' E-T- ~ 8Y GREENV[LLE UTILITIESRCOMMISSION / ~ / / PIPE Q FT ) E I / ~ ° ' / / SIZE
VARIATION OF BEARING LOAD CAPABILITIES FOR EACH I 6" 5,600 8,000 4,300 2,200 1,100 E E E n • ~ ~ • , , , ~ ' 30FT CLA SILT SANDY SIL 3AND SAND CLA HARD CLAY
SOIL TYPE. I „ R/W----- 0. v V. V V. V, r, V ~ ~ n 4 . ° , ~ DIP 2.7 1.8 1.0 1.0 1.0 1.0
9,700 13,600 7x400 3,800 1,900 r , • ° , • r ,r• I; ~ ~ 8 5,8 3.7 1.9 1.4 1.0 . , 1.0 v,v••01,v• ~~v' w ~n 8 9.7 8.4 3.2 2.4 1.8 1.1
9 r a• p ° v r 5' r~• v~ O r V•' 01 r, 10" 14,500 20,500 11,100 5,700 2,900 5 FOOT WIOE SIDEWALK
v.. 'o 'v v••o•.v 12 20,500 29,000 15,700 8,000 4,000 Q3 '~i.~ a t ti 10 15 10 4.8 9.8 2.4 1.8 v'•o~.v •v'.v'~•o~,v'•o• v'•v~ E" ~ _ ! 12 21 14 8.8 5.1 3.4 2.9
r„ 1) THRU LINE CONNECTION, TEE BEARING LOAD I 14 27,600 39,000 21,100 11,000 5,400 ® ~ Z) THRU I LINE CONNECTION, SOIL (LB./SQ.FT.) VARIES 1 ~ a ~ 14 28 18 9.2 8.9 4.8 3 i a ~ .i
16 35,700 50,400 27,300 14,0 ~ CROSS USED A 00 7,000 S TEE I I 18 38 24 12 8.9 5.9 4.0
~ 3) DIRECTION CHARGE, ELBOW MUCK. p I 18 44,800 63,400 34,400 17,500 8,800 " " " " " " " " " ~ 18 45 30 15 11 7.4 6.0
4) CHANGE LINE SIZE, REDUCER SOFT CLAY.......,..1,000 I ' • > ~ 20 55 37 18 14 9.2 8.1 ~ 2 FOOT CURB AND GUTTER SECTION ° ? • ° • ig
20 55,000 77,800 42,100 21,500 10,800 5 5) DIRECTION CHANGE, TEE USED SILT ...............1,500 , T I • 24 78 62 28 20 B.7 i ° ' ~ ' ~ e • 90 121 81 40 30 r ~ • , 20 13
24" 78,500 111,000 60,000 31,600 15,400 F AS ELBOW SANDY SILT.........3,000 • 6 y'. 6) DIRECTION CHANGE, CROSS SAND ...............4,000 o' ° ° ~e • ~ 98 173 115 58 43 29 19
30" 120,600 170,600 92,300 47,100 23x600 USED AS ELBOW SANDY CLAY.........6,000 . , • ~ ~ e'• ~ NOTE ALTERNATE IiETHOD OF RESTRAINT SHOULD HE CONSID
36" 172,800 244,400 132,300 67,500 33,900 ' 7) DIRECTION CHANGE HARD CLAY...,.,....9,000 • MECHANICAL RESTRAINT DEVICE FRED • FOR 31TUATION9 FALLING 1PITHIN OUTLINED AREA.
42" 233,300 330,000 178,600 91,000 45,700 BEARING AREA AGAINST \
48" 304,000 430,000 232,700 118,600 59,600 J UNDISTURBED EARTH I (SEE TAHLE) 2z PIPE DIA. 301E BEARING LOAD
54" 384,100 543,200 294,000 149,000 75,300 ; 7 1[UCKY 0 NOTE YIN. BEARING AREAS ARE BASED UPON THE TABLE AHOVE.
SOFT CLAY 1,000 FOR SOILS HAVING BEARING CAPACITIES DIFF
SILT 1,500 ERENT THAN SANDY SILT 3,000 THAT SHO11N ADJUST AREA AS NECESSARY TO PROVIDE
SAND 4,000 EQUIVALENT RESTRAINT. 3ANDY CLAY 8,000
NOTES: HARD CLAY 9,000
1) GRIP RINGS MAY BE USED IN LIEU OF
RETAINER GLANDS. F
2) PIPE LENGTHS SHALL BE AS REQUIRED J
TO CONSTRUCT THE CROSSINGS. ALL
FIRE HYDRANT INTERNAL JOINTS TO BE RESTRAINED. (SEE TYPICAL HYDRANT DETAIL) o PIPE MINIMUM
DIAMETER FULL PIPE MJ 45° BEND (DIP) MJ 45° BEND (DIP) NOTES: w (INCHES) LENGTHS ° BEND (DIPI ONE JOINT OF D.I.P.
1) SERVICES CANNOT BE INSTALLED BETWEEN ~ 6" 2 DIP
DIP THE GATE VALVE AND THE LOCKED HYDRANT TEE. 8„ 3 DIP
2> PLACE CONCRETE BLOCKING SUCH THAT IT ~ 10" 3 MJ 45° MJ 45° 45°
WILL NOT INTERFERE WITH REMOVAL OF BOLTS. 12" 3 BEND BEND ND
GATE VALVE GATE VALUE (DIP) (DIP) [P)
® CONCRETE BLOCK 12" MIN. STORM SEWER ING LOCKED HYDRANT TEE
° RETAINER GLAND (TYP.) DIP 1RABELOWTFINISHED GRADE TRACING TAPE 1 BELOW FINISHED GRADE
PVC PVC ~ " ® PVC ' ' RETAINER GLAND (TYP.) MOUND BACKFILL '~r OVER
v• v v CONCRETE BLGCKING . SETTLEMENTALLOW FOR
9 ' o -
p r v ~ i,l,•,
OBTAIN MINIMUM FULL PIPE LENGTHS FROM TABLE t~ SELECT BACKFILL COMPACTED 12 J',~/~ . / ~ TO 95% MODIFIED PROCTOR ~ ~ UNCLASS F
BACKF I IED ~ / ~ ILL ~ ~
. \
~ ~V
WATER MAIN SELECT BACKFILL COMPACTED ~ ~ ' TO 95% MODIFIED PROCTOR ~ ~ WATER MAIN SELECT BACKFILL COMPACTED
USE HAND OPERATED EQUIPMENT TO 95% MODIFI a ONLY USE HAND OPERA~EDR~OU~PMENT
/ ~ a ONLY
R/W /
VARIES 5' I 6' \ ~ TRENCH BOTTOM SHALL Cpp / /
SIDEWALK / OF FIRM, STA LE, MAT RIALSd SHALL ~ TRENCH BOTTOM SHALL CONSIST PROVIDE UNIF RM SUPP RT THROUGHOUT ,/j,~ OF FIRM, STAB E, MATERIAL & SHALL
FIRE HYDRANT 6"- 8" METER BY GREENVILLE (SEE TYPICAL HYDRANT DETAIL) o THE LENGTH 0 THE PI E L PROVIDE UNIFORM SUPPORT THROUGH 0
MINIMUM UTILITIES CORPORATION THE LENGTH OF THE PIPE OUT
DEPTH THRUST RESTRAINT W/ ANCHOR RING CURB _ 3000 PSI CONCRETE W
Ir -1-- 20" OUTSIDE DIAMETER a w a
~ I I (EST BEARING C n.
1'0" APACITY I I OF SOIL IS 3000 PSF) I ~ METER BOX FURNISHED co
+4" ~ I BY THE UTILITY CONTRACTOR I , LOC LOCKED HYDRANT TEE
I METER STOP GATE VALVES
I (BRICK SUPPORTS (4 EACH) HOUSE SERVICE , M.J. M.J. PLUG
I KEEP LINE BY OTHERS ; 'p v
PLASTIC S('RVICE TUBING SLACK • LENGTH AS REQUIRED 6 DIP ~ 6" DIP ® 6 DIP COMPLETE TOP AND COVER BOTTOM NOTE:
CORPORATION STOP ' , ~ v SLIP EXTENSION WEIGHT LENGTH WEIGHT LENGTH WEIGHT VALVE BOX SHALL BE
• s v ' WATER MAIN o p a a v TYPE INCHES POUNDS INCHES POUNDS INCHES POUNDS CHARLOTTE UTL-274, ' ~ ~ VALVE BOX EXTENSION v v 461-A 18-24 60 10 35 15 25 SHALL BE CHARLOTTE
5 BEHIND CURB NOTES: (3l 3/4" THREADED ROD ~ • I 562-A 24-36 80 16 45 24 35 UTL-2B1 564-A 36-48 92 16 47 36 45
I I (1) METER BOX TO BE INSTALLED BY SERVICE CONTRACTOR. CONCRETE BLOCKING 83,8 664-A 39-60 106 26 63 36 45
I (2) SERVICE SADDLES SHALL BE USED ON ALL WATER LINES 53~e 7~~y
I 5' ~ 4 AND SMALLER IN DIAMETER. (3) SERVICE SADDLES SHALL ALSO BE USED ON 6" AND LARGER i i ~5~ 6 ~4 5 ~2
I I PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS --5--~ ~ 2i,2 2 23,8 I I
OF AWWA C-900. CLASS 150. (4) MINIMUM COVER OVER SERVICE LINES SHALL BE 24". ~33'a I I I
63'9 A I
A 15 I 24 I
4'e ~ 36 I I I I i I 14 I
STREET RIGHT-OF-WAY I I ~
OR AS NOTED ON PLANS FIRE HYDRANT A ~-L--I--1~ iT~s'is Ri W 10 q r ~ I
(PUMPER NOZZLE TO BE PERPENDICULAR TO STREET) 16 I i I I
26 i I i I I METER BY GREENVILLE 1~ X 4~ e,,z I I I
NOTES: UTILITIES CORPORATION cussES I ~ I I
PAVEMENT FINISH GRAD= ~ =LEVATICN AS _ 6 - 8 1 c ~ ~
v G SHOWN ON PLANS ~ ~ ~ - ~ -„Mn• ;,;,~,.,,'idl~~~' DEPTH I 3~, I ~ I s~
' PRECAST 6" THICK NECESSARY AFTER PRESSURE TEST, RETESTING MAY BE REQUIRED BY Q ~ ° CIRCULAR CONCRETE CURB I I
GREENVILLE UTILITIES CORPORATION. - i ~5.
° , v' : ° , TYPICAL VALVE BOX
' ~ VALVE B 24 MAX. (SEE DETAIL) (2) VALVE BOX SHALL N 4„ OX (CHARLOTTE UTL 274) OT BE INSTALLED ' ~ IN CURB AND GUTTER. ED . ° . • I I 1 ~ 0,~ 7 6516 ? I I 10 8~'2
°,v v ° DEPTH NOTES: FINISH GRADE I I ~ METER BOX FURNISHED ~ ' ~ ' +4" ~ I BY THE UTILITY CONTRACTOR ~0~~4
v•'• VARIES 4" ~ ~ ~ ~ v o , (1) IF VALUE BOX EXTENSION IS ~ ~ 'v• v , o .o' ~ ~ v' I ~ ~ METER STOP TOP
. (36 MIN.) ~~i / ~ ~ ~ v . ~~i ~ v . REOUIRED~ USE CHARLOTTE UTL 281. ~ v'v v SECTION BOTTOM SECTION EXTENSION SECTION IBRICK SUPPORTS (4 EACH) HOUSE SERVICE
° v' v'~ v~ (2) VALVE BOX SHALL NOT BE PROVIDE ROCK v . I KEEP LINE BY OTHERS
' ~ INSTALLED IN CURB AND GUTTER. SPILL AROUND ' (3) BOTTOM OF VALVE BOX SHALL WEEP HOLES LOCKED PLASTIC SERVICE TUBING SLACK LENGTH AS REQUIRED
° ' HYDRANT TEE . REST ON COMPACTED BACKFILL. CORPORATION STOP
WATER MAIN NEW GATE VALUE v, v' 6" PIPE i WATER MAIN a
PRECAST CONCRETE COLLAR 5 BEHIND CURB NOTES:
°•D v 0 v I I
v v ° v1 NOTE• I (1) METER BOX TO BE INSTALLED BY SERVICE CONTRACTOR. I (2) SERVICE SADDLES SHALL BE USED ON ALL WATER LINES
WATER L[NE UNFORMED GATE VALVE SLOPE TOP OF CONCRETE CONCRETE IE 5~ TI 4 AND SMALLER IN DIAMETER.
TO PROVIDE DRAINAGE I I (3) SERUICE SADDLES SHALL ALSO BE USED ON 6 AND LARGER PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS
FROM HYDRANT DRAIN. OF AWWA C-900. CLASS 150. (4) MINIMUM COUER OVER SERVICE LINES SHALL BE 24".
FOR VALVES SMALLER THAN 12"
REVISIONS
BY N0. DATE DESCRIPTION WCO 1 06/06/06 GUC COMMENTS
WATER SYSTEM DETAILS
\ 1111 1 1 I l I I I I I I I I I 1 1// / WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA ~q /U/~
,0 OWNER COLUMBIA RIM CORP ESSI ORATION DESIGNED. WKM ~ ~F ~ i
c/o MR. MIKE DeFREES ; Q l ;
ADDRESS 13023 N.E. HWY. 99, SUITE 7 SEAL DRAWN: JHT
VANCOUVER, WA 98686 #PE168~i
PHONE [phone] APPROVED: WKM ~i~ .F/~~ ~j~~
i~ M ,f~ qM........ a~ ~~o i~' QQ~
K. M DATE: 01 /27/06 ///~//1111111111111111111\` II
MALPASS & ASSOCIATES 1645 EAST ARLINGTON BLVD., SUITED ,
GREENVILLE, N.C. 27858 scALE: NTS I
[phone] WILLIAM K. MALPASS P.E.
SHEET 19 OF 21 16823
M:~dgn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSTON). JEFF HARRIS 812con.d n
~P 9 3:20:53 PM 8/28/2006
-1

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NORTH CAROLINA WINTERVILLE TOWNSHIP PITT COUNTY e E \ . r I CAL DITCH SECTION A TYP r ~ ~ ~ ~ t ~ 3 a \ \ \ \ ix . t. [ k~ RfNC 1I ~ N , 1 f
ORPORATION DESIGNED: WKM OWNER COIJUMBIA RIM C \ t . ~ ~ a v v a' fI r r f
c/o MR. MIKE DeFREES ~ t ,
ADDRESS 13023 N.E. HWY. 99, SUITE 7 DRawN. BHT ~ y; , ~ P ~ ~ ~l ~ y 3 A o .y¢ r~ v v r
A 98686 ~ VANCOUVER, W ~ , .V q m
-0785 APPROVED: WKM ' PHONE' (360) 571 r . • ° ,
6 ~ 100 200 A•: 1 , A - ! ~1 9 oW'` ! a 100 50 0 1 ,\~v v A Ate, ,x r! WQU ? ^ ,v" A , .
DATE: 01/27/06 ' I p r , ~ - 1 A A / r ~ 22
CIATES ASSO . PASS & MAL $ ~r _ Z \ ~\i l~ 1] 1, nCJ~°' `1 GRAPHIC SCALE 1"- 100' \ ~ ,
ST ARLINGTON BLVD., SUITED sca~E: 1 " = 100' ° 1645 EA GREENVILLE, N.C. 27858 0
[phone] 4 OF 20
SHEET -
- OPERTY (THOMAS LANGSTON)~ JEFF HARRIS~p812con.dgn
M:~dgn~p800_p899~P812 BROWN PR
3:52:57 PM 5/5/2006

I
MANHOLE RING NOTE:
AND COVER
FINISHED GRADE (SEE NOTES) TOP OF PAVEMENT NOTES: INVERT FOR SERVICE L[NE [N MANHOLE HANDLED SAME AS CARRIER PIPE.
, „
2 - 0 i,~~ 1) WHEN INSTALLED IN P AVEMEN ~ 2 GROUT T MANHOLE TOP SHALL BE FLUSH
1-GRADE RING WITH PAVEMENT. TYPICAL MANHOLE STEPS (SEE NOTE) STEEL TROWL FINISH 1" PER 1 FOOT
(@ 16" 0/C) 2) THE DISTANCE FROM THE TOP
OF MANHOLE RING AND COVER
PRECAST SEE SPECS AND FINISH GRADE MAY VARY
ECCENTRIC CONE FOR JOINT WIDELY. (SEE PLAN) REQUIREMENTS DEPTH UARIES / F' 1~
3) EXTEND PIPE INSIDE MANHOLE FINISH GRADE FLEXIBLE SLEEVES AT AS REQUIRED WALL 2" DEPENDING ON PIPE ~ ~ ~ ~ FINISH GRADE
POINTS OF PIPE ENTRY. (SEE PLAN) / / ~ ~ „ S[ZE. \
(SEE SPECS. ~ \ D FINAL ~ GROUT 4> MIN. (1) GRADE / ~i ~ ~ \
RING REO D. CHANNEL IN NON-PAVED AREAS. NO BACKFILL ~ / \ ~ \ ~ / / FINAL i
PRECAST BASE GRADE RING REO'D. IN PAVED (EXTENDED BASE SECTION SLOPE (1" PER 12") AREAS EXCEPT A5 NECESSARY ~ BACKFILL ~
FOR MANHOLES GREATER TO MEET FINISH ELEVATION. i
THAN 12' DEEP) 6„ SPRING 1'- 0" 2-WAY 3 OR 4- WAY
r MIN. 5> NO MORE THAN (2) GR INITIAL LINE ~ SELECT ADE BACKFILL 4000 PSI CONCRETE RINGS SHALL BE INSTALLED. BACKFILL 1'- o" SELECT BAC STRAIGHT INTERSECTION INTER ~ KFILL SECTION INITIAL i NOTE:
6" i 12" MIN. CRUSHED 100% COM ° BACKFILL
AGGREGATE BASE , ; oION ° HAUNCHING ~ i SPRING LINE ACCURATELY SHAPE THE INVERTS TO A SMOOTH SEMI-CIRCLE CONFORMING TO THE ~ GRANULAR EMBEDMENT ZONE INSIDE CONTOUR OF THE ADJACENT SEWER SECT
PIPE SIZE D GRANULAR EMBEDMENT ZONE IONS. ALL ENTERING BRANCHES AND NT ZONE HAUNCHING ~ (N0. 57 STONE BEDDING) CHANGES IN DIRECTIONS SHALL BE FORMED BY A CIR EDDING) CULAR CURVE IN THE INVERT
/ ~ LESS THAN 20" 4`- 0" BEDDING (4" MIN.) (NO. 57 STONE BEDDING) ~ + ~ 20 OR GREATER 5 - 0 PIPE GRADE OF AS LARGE OF A RADIUS AS THE SIZE OF THE MANHOLE WILL PERMIT. CHANGES BEDDING (4 MIN.) IN SIZE AND GRADE OF THE CHANNELS SHALL BE MADE GRADUALLY AND
FOUNDATION (MAY NOT UNDISTURBED GROUND 30 OR GREATER 6 - 0 BE REO'D.) INVERT CHANNELS SHALL BE FORMED DIRECTLY IN THE EVENLY. THE
STONE TO BE THOROUGHLY COMPACTED UNDER PIPE FOUNDATION (MAY NOT CONCRETE OF THE MANHOLE GHLY BE REO'D.) STONE TO BE THOROUGHLY BASE OR SHALL BE BUILT UP WITH BRICKS AND MORTAR. THE FLOOR OF THE MANHOLE IPE COMPACTED UNDER PIPE OUTSIDE THE CHANNELS SHALL BE SMOOTH AND SHALL SLOPE TDWARD THE CHANNELS
(SEE SPECS) NOT LESS THAN ONE INCH PER FOOT. NOR MORE THAN TWO INCHES PER FOOT.
FOR VITRIFIED CLAY PIPE, FOR PVC SANITARY SEWER PIP
ABS AND PVC TRUSS PIPE E (NOT INCLUDING TRUSS)
NOTE: R/w
CLEAN-OUT TO BE SET 1' TO 3' ABOVE FINISH GRADE. TO 3' ABOVE -
MANHOLE RING
AND COVER
FINISHED GRADE (SEE NOTES) TOP OF PAVEMENT NOTES: CURB AND GUTTER
/ PAVEMENT ~ ; - - FINISH GRADE
v, 2 - 0 i,~~ i) WHEN INSTALLED [N PAVEMENT /,A /•A ~ GROUT MANHOLE TOP SHALL BE FLUSH •'i
° ° , 1-GRADE RING WITH PAVEMENT. TYPICAL MANHOLE STEPS (SEE NOTE) 3 MIN. )`MIN. P
lc 16" 0/C) 2) THE DISTANCE FROM THE TOP RECAST CONE ~ PRECAST OR CORED HOLE
OF MANHOLE RING AND COVER WATT SEE SPECS FOR JDINT REQUIREMENTS MA II WATER W/FLEXIBLE SLEEVE
PRECAST (CONCENTRIC ON LESS THAN 12') AND FINISH GRADE MAY VARY MAIN a [STEP TEE (DIP W/RETAINER GLANDS)
ECCENTRIC CONE I WIDELY. (SEE PLAN) SCH 40 PVC DWV SEWER SERVICE PIPE ~ 1 JOINT DIP
DEPTH UARIES 3) EXTEND P[PE INSIDE MANHOLE @ 1.0% MIN. GRADE (ASTM D-2665, D-1785) COMBINAT[0 FLEXIBLE SLEEVES AT AS REQUIRED WALL 2" DEPENDING ON PIPE AND ~~88 COMBINATION WYE w OPENING ADAPTOR AND ~~e BEND w
POINTS OF PIPE ENTRY. ISEE PLAN) SIZE. 8 M[N. ~ ~ 9"MIN.
(SEE SPECS.) "D" GROUT 4) MIN. (1) GRADE RING REQ'D. YES 0 w I i
CHANNEL _ IN NON-PAVED AREAS. NO NPR V ~ C T. .Y,. Y,,.•~~. Y.
GRADE RING REQ'D. IN PAVED SCH 80 PUC . "V w SLOPE (1" PER 12") AREAS EXCEPT AS NECESSARY A p., ~ ::.•..;I :•::~•::}:~...:•:i.i•:i`:•+e.: COMPACTED "n- w U a
DAPTER COUPLING ~ ~ ~ 22~~° PRECAST BASE TO MEET FINISH ELEVATION. i ~ 2 BEND ;X ~ C1 w ":?;%;i~~:?:~ SAND ' ~ BEND,. ~
i ~ r STUB OUT 1 PAST WYE AND ~ MJ CAP WITH UPPER ` INSTALL SOLVENT WELD CAP c 2/ 3 OF END REMOVED
r 5 ) NO MORE THAN ( 2) GRADE 22'2 ~ 400 RINGS SHALL BE INSTALL ~ ' , 0 PSI CONCRETE 6 ED + (SECURE WITH #57 STONE ~ ~ RETAINER GLAND)
U 12" MIN. CRUSHED °o ) INCOMING P[PE SIZE TO BE INSTALLED ~ OF 8 --12 USE 8
I 100% COM A T 0 G AGGREGATE BASE ° ° o ° PIPE " " UNDER SERVICE PIPE a DROP
SIZE D / ~ LESS THAN 20" 4'- 0" C ,'.r. , 5• GROUT :`..•:::I•~
, ~ „ ~ 20 OR GREATER 5 - 0 ::l~e~ UNDISTURBED SLOP CHANNNEL GROUND
UNDISTURBED GROUND 30" OR GREATER 6'- 0" '.;i,.
a BEND (DIP)
:r:>;i;;~:~:~:~: (W/RETAINER GLAND) ~
~ ~~'`:'"r,~::'''~}.' DEPTH CONE
o~
1' MIN CRUSHED AGGREGA E BAS GREATER ECCENTRIC ,o THAN 6
6` OR LESS ECCENTRIC OR
CONCENTRIC
MAIN TYPE CONNECTION COMMENTS
MAIN TYPE CONNECTION COMM ABS TRUSS TAPPING IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. COMMENTS
SADDLE MIN. 4 N0. 57 STONE REO D. UNDER THE CONNECTION. ABS TRUSS TAPPING IN ACCORDANCE WITH THE MAN WITH THE MANUFACTURERS RECOMENDATIONS.
GASKETED [N ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. SADDLE MIN. 4 NO. 57 STONE REO PVC TRUSS WYE MIN. 4" N0. 57 STONE REO'D. GASKETED IN ACCORDANCE WI 57 STONE REO'D. UNDER THE CONNECTION.
UNDER THE CONNECTION. PVC TRUSS TH THE MAN GASKETED IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. WYE MIN. 4" N0. 57 STONE RED' PVC SDR 35 WYE MIN. 4" N0. 57 STONE REO'D. GASKETED IN ACCORDANCE WI WITH THE MANUFACTURERS RECOMENDAT[ONS. 57 STONE REO'D. UNDER THE CONNECTION.
UNDER THE CONNECTION. PVC SDR 35 TH THE MAN : WITH THE MANUFACTURERS RECOMENDATIONS.
WYE MIN. 4" NO. 57 STONE RED' NOTE: R/W 57 STONE REVD. UNDER THE CONNECTION.
WATER SEWER SERVICE SERVICE
CLEAN-OUT TO BE SET 1' TO 3' A80VE R/W FINISH GRADE. ' R/W NOTE: ITYP7 ITYP) CLEAN-OUT TO BE SET 1' TO 3` ABOVE - ~
VARIES S' 5 ~ ~ IINDEACRd1ND ELECTR:~AL 6' FINISH GRADE. E E ~ Wr rAEENYIILE UT;.;':ES CCW tSSIQI
SIDEWALK iIDEWALK _ E~-E E E Air- - ~ ~
I I I - - -11~W
~ 5 FDOT TIDE SIDEWALK
CURB AND GUTTER - FINISH GRADE
CURB AND GUTTER PAVEMENT - - i FINISH GRADE VARIES ~
, a , a , a + PAVEMENT + ~ - ~ i.:_i~
. v .v• v v ' I + v + I FOOT CURE A!q CUTTER SECTION
3' TO 5'
DEEP 3' TO 5' DEEP SEWER AND WATER SERVICE L
COMBINATION WYE SCH 40 PVC DWV SEWER SERVICE P[PE AND ~~aBEND COMBINATIC OCATION AT SIDEWA KS COMBINATION WYE
1.0°e MIN. GRADE IASTM D-2665. D-17851 SCH 40 PVC DWV SEWER SERVICE PIPE AND ~~88 1.Oy MIN. GRADE (ASTM D-2665, D-1785) AND ~~s BEND
P~lES 85)
~1E5
SCH 80 PVC ~ "r N P 17~Q. nn ~ nn. w w tU
ADAPTER COUPLING 7N ~ SCH 80 PVC ~ 22~~Z BEND ~ 9, ~ C1~n .
~ 0 STUB OUT 1 PAST WYE AND ADAPTER COUPLING ~ ~~~P2i,~ BEND ^ irPV ~ INSTALL ~ 2 22~,z 1 SOLVENT WELD CAP irA~ 0 t, 2 BEND ^ STUB OUT 1' PAST WYE AND
~7` I, a 1 r 22 2 u57 STONE INSTALL SOLVENT WELD CAP
TO BE I ~ ~ ~ i U NSTALLED + #57 STONE
UNDER SERVICE PIPE ~ ~ U G~ ~ ~ , TO BE INSTALLED UNDER SERVICE PIPE
~ SEE ABOVE CHART G ` SEE ABOVE CHART
REVISIONS
NO. DATE DESCRIPTION
WCO 1 06/06/06 GUC COMMENTS
SANITARY SEWER SYSTEM DETAILS
WINTERVILLE TOWNSHIP ~~~~111111111QIIIlII//j~/ PITT COUNTY NORTH CAROLINA ~0\~ ~A ////p
o\ ~N R o t~,,,,.....,0
OWNER COLUMBIA RIM CORPORATION ~ ESSI DESIGNED: WKM ~ ~ OF 0
c/o MR. MIKE DeFRE ~ ES ,Q ADDRESS 13023 N.E. HWY. 99, SUITE 7 SEAL
VANCOU DRAWN: JHT VER, WA 98686 # PE 16823:
PHONE [phone] ;~'c~
APPROUED: WKM ~i'Q '~FNG E~~`' c~\~ IN , q~j ~
i QQ'\
DATE . 01 /2 7 /06 //~////I/ 11\~~1~~\ MALPASS ??aaum & ASSOCIA TES
1645 EAST ARLINGTON BLVD., SUITED ,
GREENVILLE, N.C. 27858 scALE: NTS
[phone] SHEET 20 OF 21 WILLIAM K. MALPASS, P.E. 16823
M:~d n 800_ - g ~ p899~P812 BROWN PROPERTY (THOMAS LANGSTON), JEFF HARRIS 812con.d n ~P 9
3:20:43 PM 8/28/2006

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' ~ , ' ALL PAVEMENT
STR P ALL PAVEMENT I ING AVE
' ~ I T I I I M T M S RIPING US EET I IPING
NCDOT T MUST MEET MEET
S ANDARDS 60 R/ . W,
I NCDOT STANDAR DS TANDARDS
70 FU PROPOSED
TUBE R/W , ENTRANCE TO
PROPOSED
I ~ i~ - ~ ~ PRC 1 S 9.58 - PROPOSED EMERALD PARK STANDARD g~~STONE
, , 2 i~ SUBDIVISION SUBDIVISION 1 1/2° - B 25.0 B
1 I OVERLAY 2 ' ~ I / 1 ~~Z'-S 9.5B PAVEMENT
' ~ s • ' PROPOS OVE ED OVERLAY THICKNESS 1 S 9.5A
' , EXISTING WIDENING
I I ~ PROPOSED 150 ST r ORAGE CONCRETE PROPOSED 200 B Y o PROPOSED
A TAPER DRIVEWAY , ~ ~ s ~o, 6'I P , .
VC r I - I ,p - ~ , _ -r ~ _ e., ~ _ _ . > h° ~ RIGHT TURN LANE ALL PAVEMENT
` D I 15 "RCP--- _ I ~ ~ ~ I 100'STORAGE STRIPING
I a DI I PR - I ; _ ~ , DI OPOSED EDGE OF PAVEMENT PROPOSED 18"RCP ~2S'FU~~ MUST MEET 150' TAPER
~ _ I'_ _ ~ 3 ~ Fr i STORArF / PROPOSED NCDOT STANDARDS
END W ~ ~ 1 a I ) i i - ' 1~---- , ; _ a
I p 0~ _ _ PROPOSED . ~ ~ - - - - ~----p----~-----~- - N
DENING I I I ~ I r--- I---- ' ! 1 E R S y• 5 B i N
, s 3 j i j N 1 Z I! # y ~ ~ i S j _ - `
W _l~_.__~_--_~_____ ~ ~ EXISTING EDGE OF PAVEMENT -f- - ----t~--- - ~~0
j J , i I ~ r'
R ~ E t t I q ~ ~ ~ I q PROPOSED EDGE ' PROPOSED I S E X ~ I ~ I -L----- -
SDI'- - ISTING ~_T V~ DI _ OF PAVEMENT ~ ' ~ I . „ GP 15 RCP DI 15 RCP'---DI•---15 R ~ - EXISTING _ _wror - ~ H CARIES \ EXISTING `--N i ~
~ I R CP ------+--~-CONCR - ~--~-r- 1 S 9, 5B I ~ ETE 15 RCP•------- - ~I 2 , ; , ~ _ --•15 RCP -CONCRETE-----~ CONCRETE 15 RCP-- ~
DRIVEWAYS _ OVERLAY DRIVEWAY BEGIN DRIVEWAY _ ~
I ; ~ I fr - - PROPOSED 200 BAY ~--~15~,""-• Extsr T`_~"'_- ' - PROPOSED
,a SAW CUT & REMOV TAPER E PROPOSED 150 Sl PROPOSED =D 150 STORAGE E I 1 S 9.5B
EXISTING CONCR ETE DRIVEWAYS DRI V ~ Ewav _ PROppsf~ 122' OVERLAY
WIDENING PROPOSED ; ~ ~ ~ ~ AS REQUIRED TO z ~ CONSTRUCT
I Z. & 1~ OVERLAY WIDENING I ; W W ~ 2 ~ TURN LAN
~ ES (TYPI ~ W W I ~~I j & 1 ~ OVERLAY TURN LANE 12 CABC ~S Rcp -ca 1 RE~~ J ~ ~ ' oF~srtNC f ~F PavE
' ' ~ ~ D I ~ IQ QI PAVEMENT 4 1/2" - B 25.0 C PROPOSED °R ~Ewgy _ pA~fMENTf "Nr MENT
I I , I W I ~ j THICKNESS 11/2"S 9.5 C ~ EXtsr W? , ; 'i~--__~„ ~ ~
,o of t ~ ~ &I DEN OVERLAY3~ A PRA~y~AP '°RIvE qEc' S~RCP~~PR~SED EDCE OF q~ 3 3 `
i I ~ W ~ t ~ 1 , ~ W ; I
I I ~ I ~ I ~ I ~ I i I
I W W I ~ , I ~ P
, I ~ ; , ;Z ZI I ~ ER PROPOSED EMENr ~ ! ~ ; ~
; f-- ~ I WIDENING ~~~o J ti o "S R 113 4 ~ ~ I 4 ~ ~ S~RCp'. O~ST,NG ~ i
; ~ ~ I ~ NOTE. x x;
I W W ~ ALL PAVEMENT ~ANGSTON ROAD) pR~EgT~'~,, o
I PAINT, STRIPIN I--~~ G, TURN ARROWS, STRIPING ETC.
AS PE R NCDOT SPECIFI CATIONS M T
A PA US MEET LL VEMENT EFT TURN LANES ~''~=,BEGIN
T NCDOT STANDAR S RIPING DS ~S~RCP+ PROPOSED
MUST MEET ALL PAVEMENT WIDENING
SAW-CUT EXISTING r _ 8 1~~2'OVERLAY
NCDOT STANDAR DS
MUST' MEET CONCRETE DRIVEWAYS ~
AS NEEDED (TYP)
NCDOT STANDARDS ALL PAVEA~NT
STRIPING
MUST I~ET
NCDOT STANDARDS
PROPOSED
1 1/2" S 9.58 ASPHALT
(TOTAL WIDTH OF ROADWAY)
2' M I ` N 6 EXISTING 20 TING 20' PAVEMENT ~g~ 8,
~~~a~uuumouuar~ S H 0 ~o OLDER PU MT WIDENING
~H CAR .0,.. % WIDTH 6'PUMT WIDENING & SHOULDER
REVISIONS ~ ti9 12'RT TURN LANE WIDTH
.Q ,~M N0. DATE DESCRIPTION S~L
- _ PROPOSED WCO 1 06/06/06 6UC COMMENTS # PE 1623 o 0 0 0 0 0 0
WKM 2 08/21/06 REVISE PAVEMENT i T o ~ 3 I 19.0 B ASPHAL o o~ o00 0 0o po , i'~•: ~ ~ 0 PROPOSED
SE i _ 0 0 0 0000 o CTION AS PER i ,Fp ~j ~ o ~ 0 0 0 STEVE R , ~ BASE COURSE ~~qM...... AMILTON /Y QQ'Q ` o0~°Oo°~~`po0~a°oogoo 3 ° I 19.0 B ASPHALT ~
K. Ma a
~iri~ir~~ aimaiai PROPOS ED EXISTII BASE COURSE p oa' EXISTING PROPOSED ~
• ~ 11 CABC STONE
ROADWA ROADWAY 11°CABC STONE
WILLIAM K. MALPASS, P.E. 16823
T URN LANE DETAILS
'SR ~ 134 1
WINTERVILLE TOWNSHIP PITT COUNTY NORTH CA
ROLINA OWNERS COLUMBIA RIM CORPORATION ANGSTON ROAD)
CIO MR. MIKE De DESIGNED. WKM
FREES L DRESS 13023 N.E. HWY. 99, SUITE 7 ~TIDE'~ING ~'ECTIO~V
VANCOUVER WA 9 DRAWN: JHT 8686
PHONE [phone]
APPROVED: WKM
M A L P A S DATE: 4,20,06 S&ASS OCIATE S
1645 EAST ARLINGTON BLVD., SUITE D
GREENVILLE, N.C. 27858 SCALE: 1" = 30' [phone]
SHEET 21 OF 21
M: - ~dgn~p800_p899~P812 BROWN PROPERTY (THOMAS LANGST ONI, JEFF HARRIS~p812con.dgn
3:20:34 PM 8/28/2006

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REVISIONS ~ : Q < : ~ ~ ~z ~ ' ~ ~ ELEC ESM D ~ . a s 10 RAINA - I mZ - _ ~ ~ I ~ GE
DATE DESCRIPTION ~ ~ SEAL _ ~ ~ ~ ~ vin, BY N0. _ _ ~ ~ y , / - _ N _ i; ~ r ESMT ~I ~ I ~~o
PE 6873 9- ~ s - - - ,-,1 Ida / r ~ \ a % ~ ~ /
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1111 I I i I I I I I 1 1 111111 RHINESTONE DRIVE CENTERLINE CURVE DATA
Ark PERIDOT COURT CENTERLINE CURVE DATA
CURVE RADIUS E~NGTH CHORD CHORD BEARING A~
.E.16B23 CB 150.00 231.14 208.94 N 63057~28~~E WILLIAM K. MALPASS, P C9 750.00 160.05 159.75 N 25 55 39 E CURVE RADIUS LENGTH CHORD CHORD BEARING C22 150.00' 291.6T' 247.84' N 50°45'32"W R
C10 150.00' 195.08' 181.62' N 05° 13' 02"W
100' VC 65' VC 100' YC
100' YC 100' VC 100' VC 100 VC ~ , , 100 YC
, . ~ ~ , s~,~, _ ~ I +~a ~ ~~~ao , _ -_~_~,._w~.~ . ~ e.y..w~.~_ ..4._.._.- - _.,._.V. . _ _m_..._VPI STA = 1+18.02- - .r.: _ ,YPI STA _ -YPI STA 4+00.0 .~,e, YPI STA = 20+21.96 I ~ ; i ~ ~ r ;
VPI STA = 10+59.70 T- YPI STA = 130.00 ~ VPI STA = 15+00.004~~ " - ~~VPI STA =17+50.93~'~~ ~ ; E _ ~ YPI ELEV = 71.87 3+00.00 VPI ELEV = 72.27.... ~ VPI ELEV - 73.02 ~ _ ~ i
- i VPI ELEY = 73.82 YPI ELEV = 72.91 g-- -VPI ELEY = 71.66 ~ YPI ELEV - 72.37 - _ , ~ ex - x.22 _ ex --0.14 ex - 0 13' I ~ I - ~ ex = 0.16 s ' ~ E ex = 0.20' ? VPI ELEV = ex 0.12 ' !ex =-0.14' _ 1 ? A _ ~ _ _ _ - ~ FE - 72.07 j 72.77 FE - 72.39 ~ -fFE = 72.68 ; ~ ~ - 'i ~ ~ _ ~ - ~ fND ~ CDS _
- _ 3 FE = 73.60 _ FE = 72.77 j FE - 71.79 _ ' FE - 72.53 - _ 1 ~ 1 r ~ I _ ~ I A INTERSECTIOIJ , ` _ _ r INTERSECTIO(wl ~ ~ ~ ex --0.08 STA 5+60.78, PEAIDOT COURT :
t ~ i ~ d MATCH LINE , , E MATCN L N STA 0+00.00 PERIDOT COURT ; FE = 72.69 E_ FE 73.07 _ a s , _ _ STA 10 24 07 ' STA 21+00.00 RHINESTONE DAIYE + ZIRCON DRIVE f
y I - ~ STA 14+47.79 RHINESTONE DR1YE ` 3 , STA 10+00.00 RHINESTONE DR I E I I STA 1+70.00 EMERALD PARK DRIVE w. _FE 72.85 FIRE_.-.~.--_.___~...~~ _~~_~..w~. ~,.-_..4_~ I ro . - : ~ _ . _ ~_~_~._~__-.~~v.__t_, _ , . ..._t.._ _ _ . _ _ , . u, _ ~ FE 72.55_.___, , , . _ _t_ . ~ FE 73.17 ~
_ __w.._~.~ . _..4m,_ ~w -w_._._~ . _ . r ' I a ~ I ' ~ _ ~ FE 72.60. 1 _ ~ , . ` 1 i ~ { ( ~ 1, t .d s ~ r • 1 i _ ~ s i,, , , " ,
i ;HYDRANT_ ~ ' , ( , t i ~ 7 3 NOZZLE ' , 6 ~ ~ ' ~ ~ , _ f ~ _ 1 -3 R ~ . FIRE
{ t- _ _ _ L I E - FII ...ELEY 74.85.... ~ ~ 1 I ; ! ? k . ~ HYDRAI ' i ~ NOZZ , I 1 ~ ~ ~ • _ ~
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fs, E _ 1 ,,STEP DOWN ( I ~ _ ~ ~ _ ~ - 12 MIN ~ _ ~ I . _ , , t ~ STEP DOMN 12 MIN e t . _ 3, ~
~ ~ UNDER STORM ~ ~ ~ I UNDER STORM C , 6 PVC UNDER I ~ ' ~ _ - ; ~ , . ~ 4 sE~ ~ ~ , ~ DRAIN 'i _ _ ~ - ;STORM DRAIN ~ _ _ 1 c ..DRAIN sERytcE g _ , . + ( _ _ 1 £ ~ i UNDER STORM o yy II i a w 1 1 1
I ~ j iLF 8 PVC A. i DRAIN SERVICE , ~ ~
~ ~ SERVICE ~ ~ ! ,r R @ 0.42 ` fr_ ~ ~ i 4 sErEe I ~ I , _ SEWS i ~ SANITAR 4~sE~ sERV[c s ~ SEA ! I 4 SEA ~'SE~R CB 85 72LF 8"PVC ~ ~ sERVtCE SEmICE r ._..w. -4'sErER sERV[~ _ SANITARY ° ~,~y ~ ~ ~ ~sErrER_..~_ . - ._..STA 3+88.47 14`LT ~
' SERVICE M ~ I ww... ~.__.-.a _ _ _ . M _.t~.~.~-..~.~_~. - _ ~ _...a._~, _z_..~. y,~, . F" ~ r - __f _..SERVICE., SERVICE SEWER r~ 0,4 ; 12 MIN
. , -~CB 37 CB 38 a W ~ ~ 'Q ~ ~ _ - n ~,~SERVICE _ I HOOD 72.57 ~ _ _ ' ~ tb Mi ~t-.
_ w STA .10+60.17 14'RT- STA 10+82.29 14',LT - ~ ~ ! ' , ~ ; ! s ~ ~ - F 8"PVC E INV 68.28 ~ ~ EWER @ 0.4
's ~ ~ r 3 ~ ..:..HOOD 72.70 HOOD 72.70 r _ _ ~ R e ~ sEr~+ ~ _ 0.42' , - ~ _ ~ Y SEWE _ ! s~vi~ 1 - 93L Y S ~ ~s ~ .42~ " TAR _ ~ MH 40 - , i ~ ~ ~ i SEWER ~ ~ g PVC SAN I
' S INV 68.89 w INV 68.64 I " ANITAR ~ MH 39 ~ ~ S 14LF 8 PV CB 57 (DOUBLE) , ! " 9.63 a _ , i VC TARP ~ 211LF ~ 3 39 ~ i STA 19+36.77 ~ ~ 8 P SANI ` ~ ~ ~ ~ 93LF .42~ < ; i A 18+69.63 ~ RIM 72. ~
~ E INV 68.88 N INV 68 63 , , ~ 3 ,STA 18+6 ~ E STA 17+40.18 16 RT 'MH 30 ~ RIM 12.26._ ITARY SE , E CB 86 ~ ~ MH 58 ~ ~ ~ ! ~ ru RY S ~ , AN M 72.26 N INY 66.06: a a sErrEN w " ~ .
j ~ a ~ ~ HOOD 71.87 F r 8"PVC..- ~ 0.42X -_,_M,.~ _,m..... _ ._W~..~~.,,.,:.~.m-~ _.._...STA 17+66.49...... _v.w_.S [NV 65.78.-~. F W 80LF .42~ Ry SEWER j E INV 68.42 ~ c " _ .,...._.W _ ~ ~ 8 PVC SAN - ..w STA 4+11.26 14 RT....._ .a STA 5+60.78 [NV 65.78~~-- 4 SERV INY 66.23-- ~ ~ ~ ~ ~ ~ , 134LF 2X ~ , ~
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4 & PERIDOT COURT RHINESTONE DRIVE 2 OF - o r ~ , , , ~ - - - y. ~ - ,
_ ~ r PROFILE PLAN AND
_ N_. , i , , y ~ ~ _ '
_ t WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA - ~ " a i f ; , , I ~ t , ~
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ER~ COLUMBIA RIM CORPORATION DESIGNED: wKM ' : OWN ~ ` . f , , - ; , , _
c/o MR. MIKE DeFREES _ ; - , ! s = r
' N.E. HWY. 99 SUITE 7 ~ _ ADDRESS• 13023 ' DRAWN: JHT ' VANCOUVER WA 98686 , _ F... . _.w__._ a ~ _ , . _ - ...a _ . n.,:~._ .r: -_.,.~m.H .n_ , ~ _ . _ _ ~ - _.w _ , , ; _ -
f ; PHONE [phone] APPROVED: wKM ? ~ , s , ~ ~ € ~ ~ i . { ~ ~ 7 ,
: s i } i f Y i ~ ~ t ~ I r - - - : ~ i i , : ~ , - 1 fi. w ~ { i i _ ~ ~ '
i ~ , : 1 DATE: 01/27/06 ~ _ ~ i _ ' r.. , s ~ l
PASS & ASSOCIATES ~ ~ ~ _ MAL ~ ~ ' ~ - , i ~
1645 EAST ARLINGTON BLVD., SUITED ,HOR: 1 50' e......,~_ . v..e.... qw.. _ _ ,_...a„,. e.. _ .,x.,.e _ s.. _K
GREENVILLE, N.C. 27858 = _ "
[phone] SHEET 10 OF 20
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.Q ~ pia.. } REVISIONS q . p ~ ~ • ~I~ . 3 r - 2 8 • DATE DESCRIPTION ~ ~ ~ Vm ~ r N 70°33'21 "W. i ~ 1D'M 8~~ v ~ ° ~ ~ ~ ~ 41 Ff 6050 0 ~f `~N~ 189 SF ~ 218 ``e / r" i,.- I 1' ~ e+' 14 SVT 1 ss STp SF ? e \ p ~ ; r r ~ 64.76 ti 4 75' \ SF ? ~ r ryy . N~' 6050 ~ 6050 o IH29 m r
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-J~ Ty 3 r ~ SITE TRIANGLE ~ ~ \ ° ° I lAk F \ _~~___..J ~ I ~ FRON FUTURE ~ ~ ~ \ ° ST Oj~' . ~ pQ.~~ ` e ~ R/M i ~ ~ z` BEEET rp.w ~ 1 S 26 31 10 W 3T lr~ F X31, 6p; ss' \ \ SF 17 ~ ss 6050 ~ s , SF 1 ` \1
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~ ~p~' ° WILLIAM K, MALPASS, P.E. 16823 'Q e E b Il f b - 1 I I r ~ 110.03 ~ \ . ~ ~ ` \ 6064 \ 1 a SF I ~
`e. % 5 01~ i p CSC, \ \ ~ 1 sRrlrR $ \ SF 23 \s ~ r~ . 1 I ~ . ~ ~ , ~ A ~ ~1l E 6116 V y p I ' v ~ ~ v . d r , F ~,e ss' sF 24 s ~ ~ r ,E<
\ / A5 ' 'v;, - 112 'y,,°~~, UTILITY SYSTEMS PLAN ~ a 3 a.. ~ , (~A ~ ~••v t•`'~, v ~ € ~ ss• v 65F9 ~ 25 vs EN 32 1 I Ii' ~
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~ ~ ~ ~ ° p~ ECA •v - Rip ° URT WINTERVILLE TOWN ~`~„r r ~ ~ A \ ~ s , A SF ee~ : is I
SHIP PITT COUNTY NORTH CAROLINA ~ ~ 'v ~4'a v- rk /9/ ,a . ~ ~ ~ CRArNr s \ n~~'. ~ I Il ~r j' \
OWNER COLUMBIA RIM CORPORATION DESIGNED. WKM '•v, v,,~' A, r ~ wee I , ,
c/o MR. MIKE DeFREES \ ~
DDRESS~ 13023 N.E. HWY. 99, SUITE 7 qti ~ zj~Oq" AREA ; 1 r F ~ 4
VANCOUV DRAWN: JHT ER, wA 98686 ~ PHONE - r i A~ "C. A, ~ ~ W da , 35 ~ 734 SF 1 ~ W .
[phone] r APPROVED: WKM ~ , n , Y ~ , , > ; r 1 V` ~ lI Il o a ' 'z
, ~ fi \ ~ , 4~ r I / \ \ ; J x i / /
DATE: 01/27/06 , MALPAS S & A S S ~y. OCIATES 3 n r ? r A~ A.~ ~ V'' r F ' I II r
1645 EAST ARLINGTON BLVD. SU ITE D scA ° - I bj ~ yC. \ ` r r , , r
GREENVILLE, N.C. 27858 LE• 1 - 100 a YC. \ ! ~ I I r r , ' ~ I 1
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15 SHEET 5 OF 20 - - ~ ~ i ~ GRAPHIC SCALE _ ~ ~ ~ ~ 1 ~ r
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PLAN AND PROFILE a E ° . ,y,« .e....,.,.„,. ..._,.,~.w.. tee. ~ ~ E F z
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RVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA - - - - - - -
OWNER COLUMBIA RIM CORPORATION DESIGNED: WKM t i + ~ ~ _ i_ ; i
- c/o MR. MIKE DeFREES , i t ~ ' , t _ ~ ~ ` ` ~ i ~ p _ ~ ~ i E
ADDRES 023 N.E. HWY. 99 SUITE 7 DRAWN: JHT , - y ~ rY ~ ~ ~ G
VANCOUVER, WA 98686 r { J-. ~
PHONE (360) 571- ; m_-~.~_ .t_. . 0785 .m~~_~ _ _ ~~.w_ _ _ .~_~r_._.__. APPROVED: WKM , a
; _ ~ E_ , e ~ ~ ~ , , F , , - ~ ~ a t, r i._...._ .,~.m_.,.,...~. . ~ ua«
~ t , i x ~ , DATE: 01/27/06 ~ ~ is i- - ~ ! ~ ~ ~ ~ i ~ F i ~ ~ ' ~ t _ . _ _ i ~ ~ s
MALPASS & A SSOCIATES i S 1645 EAST ARLINGTON BLVD., SUITED ! _ ~ I ~ ! d ! ~ ' i f ~ ± ; ~ ~ z E ~ = _ - r _
f HOR: 1~~= 50' ` SCALE: _ ._m _ GREENVILLE, N.C. 27858 vER: 1 - 2 ' ~ ~ F _ i { f X _ ~ r ~ ,
_ . ~~~.wd ._a.~.~__ 6-1780 a . _ S ___w _,.d.. , .~_~.M.a.1
SHEET 7 OF 20 v _ , __.n.._ ~_,k..,....-. - 3~ ` _ c i ~.,,.__m.
M:~gn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSTON). JEFF HARRIS 812con.d n
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JADE LANE CENTERLINE CURVE DATA
YPILLIAM K. MALPASS, P.E. 18823 ~
CURVE RADIUS LENGIN CHORD CHDRD BEAR]NG C6 5000.00' 112.75' 112.75' N 71 ° 15' OB "W
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c ~ ~ ~ i. ~ i , i , - f 3 ' i I i ~ I ^ ' ' I I . ' t + VC ; ~ 00 YC ~ 00 + ~ a MATCH IINE 1 I ; - 4 1 ' I ~ d ~ ~ i I t ' i _ I 1 ~ I i VC f , 100 ! ~ ' ,
o i ~ , , I L I ' f ~ ~ ~ STA 14+00.00 JADE LANE ~ ~ i i _ _ 100 VC i 100 V - C 100 VC ~ I ~ ~ , , a [ k ~ f''
_ ' ! VPI STA = 17+09.98 I_ VPI STA = 18+50 00 VP I f - FE 69.99 ' j - ? ' ~ ! VPI ELEY = 66.92 ' ~ i ~ 1 5 _ _ ~ OF RP OF CDS VPI STA = 20+41.6 ` ~ 34 LT VPI STA 21 +78.58 , ;VPI STA - 22+89.52. VPI STA - 24+00.00 .....VPI ELEV = 66.86 ' _ - ; _ _ ' CENTERL I , _
_m..n~.__:_~._u__._._..-___' ~ _ VPI ELEV = 67.62 _ VP] , , 1 _ ex o P = -0.1 _ . _ ~ra- ex 3 a w._... I 3 VPI ELEV 69 51 ;VPI ELEV - 68.95- -VPI ELEV = 70.38 NE OF JADE LANE, ;
, I - „ - ~ i I _ , I ~ FE - 67.11' FE - . 67 49 + ~ : ~ I . ~ -a ex = 0.25' . - . _ ~ _ ~ _ , _ ; ~ 28+01.36 JA ; STA DE LANE ex -0.25 ' ex - 0.22 ex --0.10 ._w_mw...r ~...a.-~ ...._w_~_ _..w._..w ~ _FE 72.39.- _ _ s FE = 69.26;
r , 9 + ~ . _ : r _ . , I , I 1 FE =f 67.11 ~ ~ ? FE = 69.1T FE = 70.28 ~ , . ; fi ,_..._m i , t ; s ~ , _ _ ~ , ~ 1 I
i 1 - ~ ~ ; I _ - C - , i z I ! 1 i ' < , E I ~ ~ , - P f ~ ¢ _.t ~ , 1 a r , ~ ~ _
I I r ~ I~~ i i i INTERSECTION , , 1 i 3 , I INTERSECTION ~ I
.m-_~ STA 11+84.30 JADE LANE ` - ti..__ - - _4_...~_. , I I ~ ~..~..m_ _ .__.-_•--STA 3+05.91 GARNET MAY__._.-.. , j _ STA 22+03. ; 58 JADE LANE ~
. , _ w_ . - _ . i FE 67 I ~ _ L . , I I .29 1 I ...-..v ..T.._,STA 0+00.00 MASTERS COURT~_....._- . ~ i ~ I , ' ~ 1 ~ _ ,
q d I 7 a I ~ , i I _ FE 69.32 - 3 r I _ t-
i ~ + ` ~ , , ~ 1 I , , k r , , ~ i I i ! 1 I - t ~ - - - ~ t 77 ~ _ 1 I ~ ~ I ~ o ' ~ o a > r ~ ~ FIRE s ~ , ~ 1 , ~ ~ ~ , , q ~ ~ ~ , , t ~ , ~ _ _ .w
. _ 1 &I ~ ~ i i i i i ; ~ 1.;i_ I _ p , _ _ , , i ~ ~ HYDRANT ~ i 2 3. A , , s a _ I { ;NOZZLE , { ~r= ;
t ~ , _ , ' { t I 1 ! F i ; 1 _ _...-..~.._W_.~._-._,.__.~._v._..-~~. ~ ~ _ _._a__.a. ~ ~......-r.- , i _ 1 1 -..~wELEY 72.84 1 , _ r , ~ r ,
9 _ ' t i - m ' r ~ ~ - I
t B , y I i J.. ~ ~ ? P A i. 1 ( - - t ; F I ~ , ~.~.,-r_.-_._.. € f i ~ - n ~ ~ ~ I ,
r ~ , ` ~ _ ! ~...wl I z _ ~ i ` ~ , s t _a r ~ ~ ~ ~ ~ ~ ~ ~ ~ I a -
1 j i , + - ~ I i . , + I 501 ~ I , i i ~ ~ -{4. ; - { { ; , i s , i 1 ~ _ ~ ,
~ , r ~ - 1 + i 1 I "w M i w,....~~._~__°> . _._~a~_. _..~a .~___rw.~..F_ I ~ _..a..~ ~ t ; , ~ , , - ~ g
. _ro _ .a.~ m .,-.n . _ -r . _ 1 ~ ~ , ~ ~ _ w.~-. - e..~~ + ~ , I , FIRE + 1 _ - ~._~.-...~...~.a..~-_~_. _ , . 2" , p. WATER MAIN ....N.~:. _
+ __a H _ YDRANT _ 1 ; 3 MIN _ . , , , - Y ~ ~ ~ ~ 9 I _
11 ,NOZZLE... . , , I I , , s t . a , _ . ~ , Y ~ f
I i , I , , ~ , , ' - ELEV 68.99 i ~ i v . a , I_ _ ~ _ _ . € ~ ~0. g' ; M ~ i I X ; 3`MIN I 6 PL ~ _ ,
I 9X ; a , + I _--mom-._ rt_w_-.w-~ _m , _ - , ~ ~ ,UG _ ~ ~ TER MAIN ? i ~ ~ Z , } 1 , PVC WA , ~ I ~ _ i ED 1 , 1
_ ..o. - _ a..-_, w _ _ , r i ~ ~ ;.x , ; r , , PROPOS 1 ~ ~ ; I t ~
~ ~ - t I I 4 f ~w,,. i 1 : - r ! ? r 1 k i E I , 7 . . ,mrt__~,_~. k , , ; ...ate--.M.~..._ , I ~ _ _ ~ ~ , i ~ a ~ ~ ~ ~ '
t. I ~ ; 5 ~ f `iN _ ~ ~ , R Mp , ; e'r~~ ru1 _ ~ ~ 3 ~ wATE a PVC
° I , , ED 6 OX ~ PROPOS
2 PWC UNDER 3' 1N ; , , , ' I 12 MIN STORM DRAIN
' a 3' MI N , _ ~ , ~ ; _-..~W._ ~
I ~ ~ 1'SCrFR A !
. _ - ~ i : , e r _ , l ~ ~ s • = 3 ii~ I { 9 _ ~ , ~ _ _ _ _
E ~ ; ''i t < , 1 t ~ ~ y_ " j ~ ~ ? ~ ~ 8 MATER MAINa a S p j 12 M[N PR ' STA 25+84.58 14' RT ~ sE:evlsE 1N j ~ ~ ~ 1~ ~ , k CB 1 HOOD 71.47 E _ _
r _ 0~ ( _ ~ ~ _ , ~ OPp j ~ ' i; ~ r__- s 1 DER , _ STA ~ . ~ wa ~ ~ k ~ , 25~fi4 02 14 LT S INV 66.94: - P k__ _ : _ dP~ k ~ ~ HOOD 71.37 F _ ' _ _ 3 12 MIN "
, 1 - PVC _ , . a- TE 9 ~ ~ p 9 g ~ j ~ ~ s~~ E INV 66.93 ~ __t ~ k OS 1 ~ 6 45 ~
, r, .,__w . ~ R n~_...~.___.._ . i _m....,_ 1 ~ ,N.... ..a , ~ f N , ~ _ ~ ~ ~ ~ ! " r iA i ~ ~ ~ ! 'DIP I s~tvt~ ~ S INV 66.34 , a ~ , .._..._,~~~_v,~ b.___..._ ~ ~ ~ N INV 66.33 I , __.~_STEP DOWN ~ ~
8 PVC UNDER ; _ ~ ~ _ ~ , ~ 12 MIN ` , F O s a ~ _ _ _ ~ I i } __...~.>ti..~_~_ _ ~ ~ ~ UNDER STORM ; ! I _ . _ f _.,,w.....
, I i TORM DRAIN ~ ~ ~ , _ s ~ , , , • r _ _ , 9 ; t i i CB 21 ' .DRAIN ~ I k , ~ _ i r ~ ~ ! _ _ ~ ~ ~ i - i , d ~ , ' CB 21 CB 20 a ~ SENEA , 1, k i
_ ~ ~ ~ _CB 26 ~ ~ i r t ~ STA 19+64.22 18 RT _ ; _ , , LT ~ ~ k _ i ~ , , ~ 18' RT STA 19+89.08 18' LT ~ ~ `SENVICE CB 3 (DOUBLE 1 ~ y
, CB 27 STA 15+14.17 18' ! ~ . , ~ , ~ r STA 15+06.65 18' RT ~ ~ ' - 9 ~ 8 PVC UNDER. ; ~ i _ _ _HOOD 67.15. ~ ~ ~ HOOD 68.95 ~.>_s. ..v ~ E-~ STORM DRAIN ' ~ ~ ; _ f - 2 ; ~ ~ i r ~ 7 ! i D 67.15....:. HOOD 67.15 p STA 22+76.02 14'LT a ~ f _ , ~ ~ t ~ ~ i ~ 3
y t m. sr- !r~-HOOD 66.02--_ n.~.~ _w_.w.~ ~ 64.43 _r _ CB 24 _ ~ 1_ 1 W S INV 65.35 ~ ~ ~ ......N INV 64.42_.._` V 64.43 N INV 64.51 HOOD 69.31. t i ~ ~ _
, 1 I N INV 65,.58 ~ STA 17+26.65 18 LT ~ ~ , ~ V 64.42_.._`__......x___.___ __.~.w.. _ _ o.~ . W. _._e_ N, _,.u~ S INV 65.49-..~ ,E ~;,.~a ~ _u j r ~ ! ~ ~ E INV 65.4 _ _
_ ~ N INY_65.34 3_ i _ HOOD 67.17 j ~ 4 SEMER ;12 MIN , ~ " _ ~ ~ 8 , - _ . I 1 ? ` I CB 4 t DOUBLE) r ~ ~ ~ ( I ' ' I ~ ~ ~
_ _ S INV 64.34 - ~ 1 - ~ ~ ~ sgtvl~~ ~ 8 45•DIP DIP ~ ' ~ , STA 2258.58 14 RT I t . - } ; ; ~ _ ~ ~ , ~ ~
_ _ ! a U1 i N INV 64.33 _ _ F , ~ , ; , STEP DOMN. j ~ t ~ ; _ ~ I HOOD 69 31 , DOWN. ~ ~ ~ ~ ~ e k ~ ,
_w_.~.~ ~.~,:;__W~,. ~ ~ UNDER STORM ' . CB 25 .a. i _ _._w__M ~ ~._~.u_.~. .w_ ; .-_.~._-a_ f -DRAIN,-- ~ , S INY 65.30 ~ ~ ~ ~ ~ , ~ STORM Q 1 2g N INY 65. i ~ , I
_ , - W $ ,STA 17+26.65 18 RT a_ ~ _ I , , t ~ HOOD 67.17 ~ t 1 y _ _ ~
U~ ~ , C/L (2)48"RCP's _ _ r 3 ~ ~ _ 1 } a ~ _ 5 INV 64.25 ~ ST _ f ~ ~ : , k ~ , ~j y t ~ ~ t j 1
' ~ A 18+58 75 , l ~ ~ a ~ ~ ~ ; ~ , N INV 64.24 , r k fE 67.69 a ~ g 1 1 _ ` i ~ _ ~ + ~ ,
_ ! , , _ ~ _ 9 _ k ~ j ~ - f - _ ~ i ~ I i i-
,r _ _ f _w~,. ..~ns~~-_~m.~_ ~ , ...._..~._,e_._..__..__Y....,_ v.__~ w._... _ _ _ ~ ~ ~ i ~ , i i - i ~ k . ~ _ i i ~ ~
~ ' ~ _w__ , ~ ~ ' ~ ` e _ _ _ 3 ~_m_.
x_ ~ _ r ~ , ~ ~ ; ~ ~-TO z ~ 21 { i . i - _ ' ~ V I ~ j ~ , ~ - ~ ~ ~ i ~ k
~ - i ~ _ E W t ; _ ; , ~ i E ~ _ I i a ~ y k s- ~ ~ ~ w I I i ~ ,
, ' _ ~ 421LF ' ~ ~ ~ x 10PVCS ~ _ ~ ~ t r ~ ANITARY SE _ I i ~ _ s ~ ~ ! ~ " i ( k ~ ~ ~ 1 ~ _ r ~ ' k
1 , MER s 0.30X ~ _ _ _ ~.a ~_d~_ _ _.F.._. w..a__µ _.~~.,_rt~._~. S 4 I , ! 1 y ! I ~ i i ~ t 1
s _ ~ ~ 1 ~ ~ ~ ( _,M ~.._.m,__ t _ .,w_n__.~.._ ( y
_ 3 a a , ~ 3 i i F , r ; , 421 " 'SEER WIN - k__~.H~, y -t t ~ J i i
. , LF 10 PVC S , ~ ~ , ~ AN - _ ~ i ~ • , F i , 0 P ARY ~ ~ _ _ ~ ~ I ~ , VC SANIT S _ ' E a I ~ WER
6 . [ ..,EXTENDED , P 3 y , f e ~ ~ 0.30 , k ~ k X , y r ,
f ~ - ~ _ MANHOLE BASE . ~ s i ( - MH 20 ` , 1 4 ~ 1 ~ 3 1 I ~ ~ r
__~~.m..~~_...-.STA 17+78.56(JADE?--.--.,. _._M._._~ _..w._..-__.,.._ti.-_;__- R i ~ ~ s , .,.._ti.~_;__-- _ _._..,~w 281LF 10 PVC I RY SEWER @ ~ ~ _ _ . rm_~.._. _ .
a , , ~ ' - STA 3~05.91(GARNET) ~ i ~ , t_ t RIM 67.26 ' 0.30X ~,_._.v_~~
F , E INV 55.47 , E%TENDED k MANHOLE BASE 2 "
, W INV 55.37 ~ I F ~ § i 3 " d 79LF 10 P VC SAN MH 5 ~ ~ ~ I TARY S _ EWER ~ 0,
~ i 4 SERV INY 60.93 ' _ _ _ . _ k.m_____- , 30x ~ STA 22+03.58, r r EXTENDED RIM 69.32....
JADE LANE 2 OF 2 ~ a_ ~ . _ ;MANHOLE BASE _,~~M__~_._ _ _ _ ~_.a~__ _.._~mmw_ _.ba,~. ry_ro.._~. . v.__ _a m.__~__ _ . _ , _ q . -N INV 54.21 W 2-? _ p
t PLAN AND PROFILE '.,..~w._ ..v»,..,.. I E INV 54.11'' STA 24+88.58 ,
E W INV 54.01. XTENDED : RIM 70.82
4"BERN INN 62.99!. _ MANHOLE BASE E INV 53.17 MH 3 '
" W INV 53.07 STA 7+
_ - e.._._ _m . w_d . ~ w.._..y w~ __-.w._._ _ , WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA 4 SERV INY 64.49 2 71 23 JADE LANE STA 8+37.27 SANITARY _ , w. _ ~_~n. . ~w.~ ,__.__,.w _M.._.,_. RIM 72.24,_....._....., _
_ _ , t _ • _ - ~u---- _ . m _ _ _ _ ,
' ~ i _a OWNER COLUMBIA RIM CORPORATION DESIGNED: WKM E INV 52.23 . ~ N W INN 52.13 _ y ~ i
t ~ ; c/o MR. MIKE DeFREES _ . • ' 4 SERV INN 65.91 _
ADDRESS 13023 N.E. HWY. 99, SUITE 7 DRAWN: JHT f , q ; ~ a
VANCOUV ~ _ 8686 ~ , ER WA 9 _ ..m_-_ ; v M_~,_F _ .._a_-.. z ._..e.,~~ _ . y w _ ,
PHONE• [phone] + APPROVED: WKM ~ ' , ~ : s , ._-.7......_..... b,a I ~ ~
~ i , , ~ ~ , , • a ~ - { . ` 1 _ I i { , 1 ~ I ~ E
, DATE: 01/27/06 • ~ i • ALPASS & ASSOCIATES r ~ _ _ _ ~ - E , e y i _ ;
, f ~ t 1645 EAST ARLINGTON BLVD., SUITED .HOR: 1 50' ~ , - = i i t ~ ~ i ~ .
GREENVILLE, N.C. 27858 SCALE•VER: 1 2` _ .!__w____.. ' ___.m..____ _4 _ _ ~.n_ ~w_,_.~ _ ~n~~ r i r °
[phone] ~:~.c; j i .uu_.__..ua. . . v.-_.. n_... .J _ ~ ate _~,r,~_~ ~rv~ v _.n. __._R__... __.:q__~.., v
SHEET B OF20
M:~dgn~p800_p899~P812 -BROWN PROPERTY (THOMAS LANGSTON), JEFF HARRIS~p812con.dgn
3:55:36 PM 5/5/2006

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~ n (I n 11 ' I I v o ~ ~ 0 I I- v I D I ~ ~ ~ o I I I J I- I III JJ JJ JJ JJ JJ
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2 0 ~ - 110 - - - ~ ' ; _ 138 L F 29 "RCP @ I ~ ~ ~ ~ ° i _ - ~ 0 25~~ ~ - X11 2 0 0 6 h~ ._I. ~ o o ~ a 2 2 1 1 2 ~ a~
r~U - 92 f ~ I 5 o' - - - - - ~ ~ I~ 0 05 5 ~ o o Q 2 2 1: 1 ~ 5 ~ ~ ~ 0 5 ~ o~ o ~ a. 2.. 2 1 6 6 0 0. 1 5 o 0 0 2 2 F ~ 6 I_ 0 5 ~ ~ 0 0 o ~ 5 III SF S~ F 6 ~ ~ 6 ~ 60 605 05 050 ~ 50 0 ~ 0
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~ ~ f ~ ~ LF 15 RCP @ 0.21 ~ i ~ z o v, @0.~16~ ° I NZ ~ b N~ 1.~ O 0 ,~.I \ ~ u ZZ <<" cn p r u'~ A I .-..v N v ~ ~ O ~ , ; 5F ~ 0 1 2 LF 53 X91 I 10 F L F 53 x41 15 I I I ~ S II r
~ ~ I ~ ~ z m z~ , T 6 I ULTRA FL 0 III ~-DRAINAGE JL TRA-F 15 III ^ LO I ~ DRA[NAGE--~ I Imo--- I
• m I i I ~ m N 6, I I _ 110 0~ ~ o.38z .II , ESMT DRAINAGE I I r- -1-- -76 - - ESMT I I _ - -55 - - - _55 -_328 LF 48 RCP @ 0.19~~ _ _ _ .55 _ _ _ _ r ESMT
~ ~,ol ~ 1 I ~ ti ~N ~ ~ ~ 1~ -I---76 - v, c" 1 ~ I o, . N I d ~ _ 55 -55 - _ _ -55 --328 LF 48 RCP @ 0.10-' _ ~ l I - _ ~ - 55 - - 55 - -55 - _ _ _G328 LF 30 RCP @ 0.29~a 51
m~ ~ C~ ° U) I c~ J' ~ o ~f` o ,I ~rrr I 0 0 ~ I ~ I o N n th ~ O I ~ S ~ ~ ti r I G r~ ~ ~ 22 ,23 - - -
QV OI E 11 5 I I 21 62 RAT 6~5 IOI 12° ~ 0 0
I o ENS G V 6 5 ~ w~ 1E ,I8 12 ,6 ~ IN .5 I ,RA 1 I I0 12 114 N V 66 5 a~ ~ I G Nv 6 1 g ~ w ATE , 51
O N I r '15 / ~ \1 I o • V1 ~ \ N l ~ C~~ ~ ~ SIN 66.6 z w I N 1 61. a~ GR V 61 I V ~ IILI N 5 ~ ~ ~ INV .6Q v ~ II ~ IN 1,1g zw N I 61' I
~ oA ~--SA 15 MBL ;m ~ ~ ~ 5 0 I PPHIRE COL~zT--- ~ ~ z ` ~ ,U ~ 0 0 ( , h Q I 110 nm ~ , I ~ (n `9 ~ y ~ 1 \ c r~~ J1 , ~ \ ~ ~ ~ 5 0 E 66 Q S V 6 I- ~ V 51 1 V~ I I I I N ,11 vm IN 1 ~ a I i .IN 61. W, o o ~ o ~ I I E V 6. ~ ~ NV y0 I
a 1. 19 ~ 9 ~ 6 5 ~ ~ w o w o I E 6 ~ - 1 9 9 ~ ~ ~ a ~ Nv _ I ~o 1 9 ~ 2 1 0 o I 1 ~ i 9 0 o
9 ~ F o o L ~1 19 9 g ~ :w r a a s ~ 05 5 0 o I 1 10 0~ I ~ 6 5 ~ 6 0 5 5 0 c~ o~ 1 II ~ ~ ~ 6 60 0 5 0 w ~ 1 Y~ ~ 6 60 0.~ 5 0 0 ~ 1 ~ ~
~8 PVC ANITARY W ~ - ~ ~ ~ , C82 - \,~s, ~ , 1I, w s ~EWERc I 22., D o i t i 0 ~ s 0 ~6EN SF SF 6 ~I I 6 w 60 605 05 050 5 I 5p ~ 0 Z N a sF F c 6 6 0 I 0 5 Q 0 0 ~ I, S N I SF ~ F 6~ 0 6 60 3 605 05 050 I
Jt I ~ ~ O ~ I cn' ~ cn N 5. tND c1~ 6' n n ~ ~,s \ / ~ O O - I r 0. 18 06 06 E Q65.59 (S iV ~ r` ~ ~ ; \r ~ Z p° - ( ~ 5 6 N I I a 5 5F SF Sty I F w 6 h ~ : ~ ~ ~ S SF o 5F SF F I
~ ~ n 0.50. v / Gi S C r r ti ~ ! ~ m ~ - % I ~ -v~ AN \ I G o a c~, - - ! 115 M ~ S - - ~ BL ^ ~ I I ~ - - - _ - - -___RHINESTONE DRIVE ~ r I
~ 110 ~ ~ I ~ , - ~ ~ _ I~~-- S~ y - - - - _ _ - - _
y , ~ 142 ~ ° ~ E FIV I I ~ 2+90. ~ o• E sl _ _ . - _ - _ c 1 ~ .~5 ~~~,U 8,, ~ X 6 I. \I Ss~ 'S F - ,A Ir ~ ~ ~ ~ - - - ~ . . . p s~ ~ ~ . r
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~ I ~ r (50 PUBLIC R/W - 28 B/B) ~ ~ ~ ~6 ~ I u, O ~ ~I I l 9 /i~;~I 0~ / 6g, ~ ~ - - - - ~ 0.50 s z1°58'r UC SANITARY WE o.5 ti, , ~ ~ R p c
~ s .1 vi z ~n ,o ~ ~ ~ ~ ~ I~ T ~ n ~ ~ ° s 1 I , O ~ z I . pw s ~ B ° , 0• VC SANITA SEWERI. o Iss ~ o.aoy_ JLI 1+4 .52 PT n 0.50y S 11 3 54 E 9 0. Cg tFE Gs Icu @ x
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o a ~ I ~ T ~ O ~ (s - -n i9 C3' % I I 2 \ I 55 55 55 55 55~ N
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I i O I ~ S Mir MT ~ L, ~ (F - I I I 15 DRAINAGE ESMT--?~ II ~ 3 ^ m i l o ~ 1 _ 1~ ~ ~I~ ~ ~ I 5 J
Nr I QESMT ~ ~ U~ / ~ 113 _ ~ 110.. - - I y ~ r- ZA ~ ~ ~ / j ~ ; + ~ ~ F o a 1 l_ 0 9 0 ~ ~I I o ~ o 0 0 ~o 1 1 I F ~ a9 5 0 0 0 0 l 2~ o S 1~ 6 0 05 ~ 5 ~ 0 o o ~ ~ ~ 5
- ~ ~ I t=J t~ ~ I S - , 6 6 0 5 ~ 50 ~ 0 0 o N 2 6 6 60 0 5 w 50 0 ~ ^ 6 0 ~ 0 i I I 1 I h SF 5F F I ~ ~ 60 605 05 050. ~ - 6 9 N 1 0 I^ S SF sF sF F Q 6 ~ 6 ~ 60 ~ ~ 611 ~ 16 ~ 22 m ~ 9~ 2
I RCP _ -115 LF 29 "RCP~- ~ i ~ I i""' t ZV a ch O ~ ~ ~ / O DR ° ~ A / A INgG IA I I ~ 5 Z 5F sF sF ~ t. c ~ , 6 62 ~ 62 ~ 635 ~ NAGE-..I t. _ I ~ ~ _ SF ~ F ~ F
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25 PERIPHE I - ~ R SETBACK - , r--- - r----- - - IQ ,15 I I (
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~ ~ ~ ,p ~ z , ~ CHAIN LNK FENCE 1~ 6 55 55 55 55 I- D 1E 1 0 _ _ 25 PERI - - OI 10,1 55 ,GRA Gg. 5 5~ ~ - , - - , - - PH RAL SETBACK I (FE 1E ,85 I INV J5 55 ; ,5 15,- 31 - ~ I NCE GRA V 61 a 1 1 1 N p I 13 55 -;S`~ r, _ _ _ - - - r- - '
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REVISIONS ~ , ~ ~ w .Q ~ : ~ V 6' ; z x ~ ~ Y + ~ , GRA F
BY N0. DATE OESCRIPTION s = f SS ~ ~ c~° t!~ ~ ~ ~ EAL = ~ ~ Z~ ~ w ~ , , ~ - - s , V 1 i ~ E IN . ~ INV
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VYILLIAM K. MALPASS, P.E. 16823 RHINESTONE DRIVE CENTERLINE CURVE DATA
ARC DATA
CURVE RADIUS LENGTH CHORD CHORD BEARING C7 150.00' 98.26' 96.51' S 53°07'56"E CHORD BEARING
S 53°07'56"E
100' VC
,_~._a.__ ~u-. - ~ n- e _ - _ _ _ - 100+ YC 100' +
, _ , - a _ , z , . , ' .VPI STA = 1+55.00 ~ _ , YC 100 VC + r.. too vc 10o vc + -.._.-.YPI STA = 1+57. f;. , 100 VC MATCH LINE
' _ ~ ~ I VPI = r , _ ! ~ YI ELEV 71.74' r f ' ~ ~ ! I ~ . - . , I 34 _ . w-._..,.. _ - - m VPI STA = 3+50.00-~~~ r_..,, ..-VPI STA = 466.23.. ~~r, - , YPI ELEY = 69.41; , VPI STA = 6+50.00 - ~ _ _ . A 10+00.00 RHINESTONE DR I V
r ex - 0 12' ~ r ~ ~ y 9 ~ I INTERSECTION I ~ ' ~ ~ ' I - ~ - - ~ ~ f , I ~ _ FE = 71.86 ~ END ~ CDS , STA Of00.00 SAPPH - ; _ ~ VPI ELEV - 72 89 -VPI ELEV = 72.311 I ~ .YPI STA = 7+96.23 ~ r _ VPI ELEV = --._.-_.YPI STA = 9+50.00__._...FE 72.85...... w-.~...-~ ex 0.29 _ 73.22 -
CART STA 2+6 . ~ ! " ~ INTERSECTION ` + 5 59 SAPPHIRE COURT ~ I I 1 ~ l STA 4+72.41 EMERALD PAR ~i ~ K, DRIVE FE 72°29 ! ~ STA 000.00 RHINESTONE DRIV FE = 69. _ ex --0.29 ex = 0.12 ; _ , VPI ELEY - 72.49 ~ VPI ELEY = 73.25 i 70 ~ FE - 72.60 = I _ , ex -0.12 ex = 0.12
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. r,.._~ M..__..__ INTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
OWNER COLUMBIA RIM CORPORATION DESicNED: wKM
z t E c/o MR. MIKE DeFREES ~ ~ x . ~ o - r ~ 1 . . ~ ~ a ~ ~
ADDRESS 13023 N.E. HWY. 99, SUITE 7 • ~Hr . ; F ~ ~ t . ~ ,
VANCOUVER WA 98686 ~ ~ ' _x ~ F _ s _ , , i r.. a 1 _ i
PHONE [phone] ~ 4_._. ~ a._..~__.M . APPROVED: WKM ~ . _a~._._ a_:__.~_; . : ~ ~ i t ~ , ! }
~ ~ _ F 1. ! ~ 1 f : ~ ~ _ ~ , ~ r I ~ ,,w. ..._.,h.,m.. ~ ..~.._,.e, _..,,-..,_-m..,,._ . i ~ a i
t M A L DATE: 01/27/06 ` r PA ~ ` ~ a SS & ASS OCIATES _ ~ y , I a ~ ~ _ ' , ~ ~ ~ ~ '
r 1645 EAST ARLINGTON BLVD., SUITED ~ - - - r _ e.. W ~ 7 Y " 3 _ ~ t E
HOR~ 1"- 50' 3 r 3 ~ ~ - : SCALE: 2 GREENVILLE, N.C. 27858 vER. t - _ u_ ~ w_.._ _.a._ v , _ I t ~ ~ a :
[phone] e.__e__4'__ w..~ i
SHEET 9 OF 20 w_~.~ ~ i ; ~
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PILELIMINAItY PLANS
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TO ELEV. OF ADJACENT H S M M
WETLANDS ARCHITECTS -ENGINEERS -PLANNERS
1305 NAVAHO DR. SUITE 303 RALEIGH, NC 27609
EXCAVATE LOGGING ROAD
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1B
N 5 M M ARCHITECTS -ENGINEERS -PLANNERS
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Ed a of Pavement . . - - - - - -
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Pro .Guardrail - - T T T P
Lo Vane Storm 9 0 Storm Sewer--- s s Cemete - - - ry . _
E uali S mbol tY Y q ~ t
Power L Roadwa Removal . Power Line - - - D m P P a
Y
Tele ho P Tele hone Cable P . T T Si n 9 - o
s
Exi t P USG Te • s . ole Baseline Control Point • USG Tele hone Conduit P Well---------------------------- o TC TC
w
Existin Ri ht of Wa Marker Exist. Power Pole Unknov~ 9 9 Y ~ Unknown Utili - _ - Small Mine - 'I ?UTL 1UTL 'X'
Exist. Ri ht of Wa Line w/Marker - - - - Pro .Power Pole Televisi~ 9 Y P b Television Cable ~ TV TV- Swimmin Pool
g
Exist. Tele hone Pol Fiber 0 Pro . Rr ht of Wa Line with Pro osed e P 9 Y p P ~ Fiber 0 tics Cable . - p Fo Fo
fWV Marker Iron Pin & Ca _ Pro . Tele hone Pole ' P • P P -o- Exist. W Exist. Water Meter Loose Surface
Pro . Ri ht of Wa Line with Pro osed Exist. Joint Use Pole p 9 Y p -l- Drawn
Drawn Accordin to lYG Records Hard Surface g OATUR
Concrete or Granite R1W Marker Pro .Joint Use Pole
P . ~ Abando Abandoned Accordin to lYG Records AAT Chan a in Road rf g UR Su ace 9
Exist. Control of Access Line ~c~ Tele hone Pedestal End Of Information . I
~ P T End Of ~A, E.o.. Curb .
Pro .Control of Access Line c Cable N Pedestal
P c Ri ht of Wa S mbol 9 Y Y R/W
Exist. Easement Line H Brant - -
E Y Guard Post Q GP
Pro .Tem .Construction Easement Line Satellite Dish
P P E Paved Walk
Pro .Tem . Drama a Easement Line Exist. Water Valve P P 9 TDE Bride 9
Pro .Perm. Drama a Easement Line Sewer Clean Out State Lis P 9 PDE - - State line _ - - Box Culvert or Tunnel _ . ~
L_______________J i ~
Power Manhole Coun Coun Line - - tY Fer . ry .
Stream or Bod of Water _ _ Tele hone Booth ~ Townshi Y P ? Towns i Line - P Culvert
Flow Arrow - - - _ Water Manhole - Ci LinE Ci Line tY - - g Footbnd e -
Disa earin Stream - Li ht Pole - Reservat Pp 9 9 0 Reservation Line Tra i I Foot ath _ _
P - ~ ~ -
S rin . H-Frame Pole Pro e P rtY P 9 0~' Pro a Line P rtY
Li ht House 9
Environmental) Sensitive Area ~ Power Line Tower Pro e p rtY Y Pro a Line S mbol . P rtY Y
Shoreline Pole with Base _ _ Exi t. Ir - p s c Exist. Iron Pin o aP Sin le Tree .
9 .
Falls Ra ids p - -f-- Gas Valve - - Pro e P rtY Pro a Corner P rtY
+ Sin le Shrub . g - ~
Pro Ditches and Pro Tulula Creek P P Gas Meter - Pro e P ~Y Pro a Monument P ~Y
Hed e 9
h n Tee one Manhole Pro e Existin Cannel Exists Relic p ~Y Pro a Number p rtY 123
9 ~ 9 P T 0 Woods Line
Parce N Power Transformer - - Backfill Exist Pond or Channel Parcel Number
6 Orchard
Soil Removal Area - - ~ ~ Sancta Sewer Manhole Fence Li P ry Fence Line - - x x x
ww & ~ Vine and - - - sBw y
Root Wad Bank Protection - Storm Sewer Manhole Existin VINEYARD Existin Wetland Boundaries
® 9 g - WLB - - - Trans lant P
Groundwater Water Gau e ' 9 Tank• Water Gas Oil Pro poses Pro osed Wetland Boundaries
P wLB
Im ermeable Cla Plu • P Y 9 ® Water Tank With Les Existin Existin Endan ered Animal Boundaries----........
9 9 g g EAB - - Standard Ga u9e .
CSX TRAIISPORTAT(ON
. istin Traffic Si nal Junction Box z 9 S 9 Existin Endan ered Plant Boundaries 9 9 - - EP - - RR Si nal Mile ost B 9 p o
~O~ NIL£POST 35
Fiber 0 tic S lice Box P P F MAJO R Switch D
w~~ ~~~N
~W Television or Radio Tower Brid a Tunnel or Box Culvert - - - 9 , coNc revised 03/26/97
~Q
Brid a Win Wall Head Wall ~,w 9 9
and End Wall coNC ww

STATE 3TATB PRO]ECT RBFBRENCE N0. SET TOTAL
N0. 9HEET9
a
o ~a
STATE PR07. N0. F. A. PROJ. N0. D63CRIP'f10N
ROQUIST WETLAND ~ PHAS -t ~
m - sos - LOCATION: NC IU42 I,EWIS
J
m 42 BERTIE COU11tT River _
~ „3F ~ _ a 4oL -
°S ` - ~"°s 308 TYPE OF WORK: GRADI11tG ,
Halifax Co
ee ~o ~ o ROQUIST
i MITIGATION
SITE
~ ~ ROQU
42 POCOSI
- d - 2s \ ry
"a G~'
_ . M ~ ~
e ~d _
e~,e
D
Q
~ _l ~ Z
oa °o,F
e River _ 1
'
0~
VICINITY MAP
6
~1 0
ti _
U~ ..,,7
vy QJ ~ -~.A~~,~ft.Strf~F~ ~lU
" "W!;Ir
INDEX OF SHEETS
A8
SHEET NO. SHEET ~ ¢
A5
lA TITLE SHEET Q
5
q~ P
1 B CONVENTIONAL SYMBOLS
2 MISCELLANEOUS DETAILS
4 THRU 8 PLAN SHEETS
~ 1 P P
X-1 THRU X-17 CROSS SECTION SHEETS
INC~l~IPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
PI$ELINIINAI$~ PLANS
DO NOT USE FOR CONSTRUCTION

l1
HYDRAULICS E11~GINEER
V GRAPHIC SCALES DESIGN DATA PROJECT LEIKGTH
0 200
~o PLANS P.E.
~s'~'~ 0 SIGNAI'[IRE:

v'~,F»
wt»w
~~Q O PROFILE (HORIZONTAL)
N~z
v~{»w p

PROFILE (VERTICAL)

AC .................99 6490 TOTAL AREA.
.....................394 TOTAL LOTS.••.
......14,844 FT AL STREET R/W LENGTH TOT
H O~N~ w Q.........18.13 AC
rooT s OTAL STREET R/W ARE _ T - IN OPEN SPACES,
N cv N - _oW _oW TOTAL AREA N 89° {2'03"E t0i5.12'_ _ . . . . . . .15.00 AC
c~ 7 mJ - RECREATION, ETC•••••••
IS ~ - 6 1 R 6 A, R 6 S 8~ R 9 S _ _ r CURRENT ZONING
0~. ........14842 8~ 33365 PARCEL........... _ zl ................4665.0
Ch' u-r 9S ~ ,5 TAX MAP.. "I DRaINACE
` ~ ~Y C897E 9 C891M h 1 C69,M- ESNI PHASE 1
~ ~ ' LOPMENT) E ~9r ~ ENTIRE CLUSTER DEVE (REBID
Z Y. Qa' 1. 1 ,~.....,n~ ~ ~ .......55.7455 AC w~~o I AREA
~ 1 CB97r . _ TS ....................188 n„~,,,,, It7.W'Idl c~se,E NUMBER 0 F ~ 0
Q . 1 ~W 1N1.711N11[911N. en nN].71 RIII[S1lN. SiA IiN,.K 11R191 I ID- ENGTH.••••••••••7,767+ FT - 11 ~ STREET R/W F
1 IM 11 , ~ I I ce9~E cuzr cB9zr i i , I E~xacE 9.4 3± A C 1 STREET R/W AREA.
s,oAVE ~A~E , ; NPOR r F Yil ; ~ CB92E CB90r ~ I _ ~ CB90E I I ~ AREA IN OPEN SPACES,
ARM w J 1 C89~r Inl ......15.00± AC RECREATION, E it I I
J ~ Q 1 I ' 1 I
111 _ PHASE 2 DEVELOPMENT)
1 1S 1 I ~ 15 pRAINAGI I a I (RESIDENTIAL CLUSTER DRAINAGE-+~ II I' . r' I ~ Etn I .............26.2477 AC
~ -?II) ~DRAINACE E57 t I i ESYf n oOr 1 If4; ~ ,5~_ I, ~ ARE ~ oNAlxar~E-• II `t - I W . 12 8
1 = 10 Y WO(1D5 I _ 1 - - ,11 ~ ESxf h ; ~ ~ - NUMBER O F L 0 . . °r'~ TlIaB III . ~ t II i CB87N 3 + T
1 - ~ -p1, N+~ N NGTH...........4,395_ F Lu, ~u P STREET R/W LE ~ N I~ 1 ~ I I11 C688N ~Q I v
1 ~ 1 g ~ .5.34± AC R1~ _ ;~II ~ ~ STREET R/W AREA........... ~ _ C i n cae2N ~ I C,
~1 i r -r, ~~,N :III z ~ i o AREA IN OPEN SPACES,
1 I .-oW RECREATION, ETC.••••••••~•• II - I ~ 1 I ol„
~Y U-3 a ~ PHASE 3
1 g_ ~ `I ESNT ~ ~ VELOPME II IDENTIAL CLUSTER DE (RES
1 8 1 I !I I ,rl• ~ ...............17.6558 AC ,?I I AREA........
1 1~ D T-°.y..~ U, I fl l CBB6S CB61S ~ ~ _ NUMBER OF LOTS
1 ~,1 a 1 fit' iu - ~n~ I TH 2 , 682± F T STREET R/W LEN
0 1 ' llti 'III a n II - n• ~ .3.36± AC STREET R/W AREA.•
= 1 1 C6e1S ~ 06825 I;; .
1 CBBSN ' 1 'I~ R, AREA IN OPEN SPACES, n. t~. TC........ ........0 AC
. ~ ,D- RECREATION, E III . li ~ -?I oAarxACE
A l _ _ t y I! c ''i l r Esxr ~ _ _ a II i II~r-DRa1NACE
w., k' Y z 111 ~x _w _ a III II ~ i
4; • ``<~I 1 w ~`<~d e ~ iII~ ~ i CB67N -
1 ~ ~ ~ i I _ --''t CBT9N CB80N _"b ~ DAAINaGE C868N - y~ ,
1 o I T ~ i li ~ II
1 1 I un ~
cases 1 'eeBS t _ _ ' 1 II L_.__, ~ . _ '
~ c999s , N D1A~""~ _ ..1\11 GE T c y- , j «-~~20'DAaI -.aYi 1~~
" ~ ~ ~ / \ ~O ~ 1 ii ' \
4
~ ?3. lG , , I CBBIE DlaB'r~ } 1 I \ J' S
~ CLEAN OUT ! S FILL DITCH 1 i I I r~~ fQa CB685 ~b~ f ,
WITH SELECT / BACKFILL ~ ~ ~ ~ 1 , U-1 ' g 2 a ~g ff .51~ ~ \
CLEAN OUT ! ~ S F1L1! ~ITDH CBBIr cBB3r S`A . ~ f 0883E f99
/ Y'1TH SELECT ! BACKFILL WO~~DS _ I c. . wo~jos CB76N ~
P. ~ , 1 ! ~ i ! ~ ; , ~ a, •,r ~
~~'a ~ t / CBr1E r , ~r N4yy,f
i I \r GBTSN C686N s'1? ~!i,
r~ n, _ ._'1C`i~ 1 / cstlr Ley k , qq • $ r z ~ Y 1V+"" .\-4139 i ~ /i \ \ ~ yd
y r ~ ~ - ' I' r: _ 1 " I// i WOODS , ;
,i r• ~ l 012E CB11r 0~ F r wm'$roq s l , , cess cec6N / .
/ .;'f'~?! 0122 C817~ ~ y 1 /
~ • Oq, / +r, r ~ , CBT~E r ~!~y .06565 ~
~ / ti' ! ~ _ ~ _ i/ "h ' • _ ~ Vii/
a`!~ r DN . I t.' C815r r i ` Ya> CB1T5 - \yti / • r I. ; 'i / '
O~ / h ~ .p , . ~ r s ry~~? CBI6S ,x,~
~ /r rA 3; ` CB1SE .,.,''ties ~ DIDI f ~ k U-7 r ~ . ~ DI3~.\ ,
C ;I~ suia9.r,ly - i ~ ` \ \
CA1Dr 11 P r Q 11 ~ ~ '
~ \ 1111 7 O" ~ ~ ~ r ~ 53N '~Q CBNN ~a ~ \
~ _
Zs. fir i ~ ~,r. i~ ~ ' fS~i,~~/ ~ '?ti, i \ \ rl it 1~ a r~a fr_
~ U_1 >•r ~ ~ ••.•Eg~NACF ,24 ~ : ' CB19S (1Y' ~F' rfN - ~ ~ \ M I~'t~Nr1 P \ C871N'
t,~."~j . W QI06,. i _ _ M
~ ~ ~ : ~ CB10E ~ / r ~ ~jC. S' ~a 06535 ~~b \0-, i - - s ~ 9 > ,
11.,4. ~ S (fi`~ . / ~ , C C6T3N } \ CB6A5
. \ ~
: ~ . 111. ~ ceder
r i ph i' ~ CLEAN OUT w 2f i ~ d FILL DITCH
r c rITH SELEC , 4 CB61N \ y) CBS1N ii / BACNFIL CBTDi ,r \
ti ~ f r H ~ _ _ N i i , i'. teas ~ s` ,
~ ~ ~ e ~ \ ~•~DID3 Ce01r r W0~ r ~ : / :r ~ N \
rrA ~ ~ d O \ _ . ~ i i'/1~ ~ i CBTDr . , -•-S~ CB61E ~
"p ~ r ~ + ` ~ e,~ a; a ; ~ 5 \ i \ 08135
r 2 / C802 Al,~ I ~ C807E ~ ~8 I!/ ~ ~ I~ ~ _ _ ~ III ~ / CBHS ~
" , . r.•~~ . J~ ~ , a 1 d . W .r:( III' ~
, ~oq?i a ~s,, CBOSN 1 (D123 C8T2r II /
,u 0801 ! ~ , . W ";ry4V U-7 CBB2S I ~ / r,~..l ~ I /~v CB69r ~`~~i c`}• . ' I ~ 1 e
~ o? ^ ( ~ ~Ct C851S 1 I wt FF ~
O• ~ I " ~ , ',,..9132 ~ ~ , • ~ C871rN~r ry~ 0812E ~ \ • _
n ~ ~ CBWr ~ ~ ~y o G .CLEAN 0 d FILL DITCH ` ' ~
5 ,y ' ~ I Q f: Fsh4~ WITH SELECT \ w _ / BACKFILL dl ~ J ~
~ r /i ~ q i / j CB065 DI05 o ! l/ I~°0g, W ~ ,i ! l~ ~ I ~ , , .1 0871E B \5 1~~~1•
?0 - ,f• W 1 , , " YD ~A1N ` ~ ~A1N I5' ~ ! r b12
} 5.06, cv~ gr~FSpl~il, ceDlr CBOT F~~~~ ~ ;
' ~ l/ d III ~ CB5BN T I
EIDf r r r~ ~i.~ D r m + C821r ' . ~ s ~ r If r ~1 ~,g CBSDr ~ ~Iil ~ N I I ~ I
1 13 . , i z . • 11 zo, q3„ r 1 , ,
IY 380 a'q~~ , ~,yrt~r ~ i !I ~AIH~
R tsy! di. " , cH ~ 'ti111 a cezor ce21E t i J . ~ ~ r ~ CB506 ~ °RAlly~ ~II~ ~ ~ I e , , _ .,,C f'SMr~iI,I a p~30,~' r ~
~t t w r j _C, • cw9r; ~ ~ , . ~ ne. _ o12T !Il ~ : ~ _ ~ ~ , f 1 ~ _ ~t CNN ~ t
DI02 CB2Sr r CB2DE l il; 'Nkr~ r r / r,~, ~ I I CBABr \ ~ ~ i _4 I 1 n~
I N ~ CB2SE r CBA9E I / / AP~i !p, v y / ~ ~ i~~
IO'36'z , 3 W ~ •Il ci~,x ~r III CBlBE 111 121f r/I ~~d
930 tir vF~,~ • , ~ ,8 _ ~ ~ ,v i
c W x~ , il~I f~AtlG~.; ceATr , f I ' ~ t I ~ ' °Ra1Ya(,~ CBA3S - , , CB58S ~ " -
~ k~21E t ` / r~ CA2f!• i ~ I ~ cB~6r fsyf 7 ~
E, "CB23N r r i - ~ r CA29?' i s ~ I CB~TE ~ I ' i ~ i' a-
i O ~ 1 I C ~ I I . / CB96E 1 r a 08575 N Q
CB26 r X41 I n, . ! rr, rrI " Hk\ rl CB45M oprrofr (f ! Q
v 10, N 4?41 IfJ CUSS. ti CUSS ~W \ ! I CROW w { W ! k CD
ISO
14? C031V CB32E C545E ! Z Y
C822S N 70' 43' 45"W 9 r F 34.27' 1 rP 15' cr- Ir ORAINACE 11 i ce4211 1 f f ~ , - S Su 39 24"W
CB2J5 D112 1 swR / s_ C934V 40V
CRAI# kkC{ C~l 64.76' 00 CB31 E I Il ~W ! a ,
494 N 1/i g~ pl ' CHY 4 ron VJ C834E !J / C542E p' In ,l
/ C • , 4 PP CpA1p PP Cp lli (I/ pRAf 15, i ° i n [If ArR r F CB33r ! 1 €8 S 26 31 10 W
F SYI
4 4 ! CB36M r r C639V 106.40 = i D113 c / I = 71. S / Fq' C533E
54 °w fSy! ! r w I031.
N 70°33'21"W 1 CB36E 1 1
c~ CB35r e W S 19°48'50"W
REVISIONS 179.02' CRAII 1 ! ar x' ! Z r FFy~ 1. c836r Ce3SE 1 110,03,
BY NO. DATE DESCRIPTION OPP C ~ ~ ! 1 11 N `)PP 0114.- - I ) IppRAf CB35E
" pp I NAC¢ f I z pp fIII _ - 1 Q
R,rf FF iJi CB37M 4CF Jli ) ~P Q
15, CB37E (n pRAf 84CE
fSYf ' f Y rv_ 2
fo°S DIP/ r Al (tI15 3
LEI
Alp O
DRAINAGE AREA MAP oW z 1 8116 N _
2) 04 o
b 44,9, -6 m o • N
00
NORTH CAROLINA FF~F c0 ~ 00
WINTERVILLE TOWNSHIP PITT COUNTY
OWNER COLUMBIA RIM CORPORATION DESIGNED: WKM CP a m CO
IKE DeFREES c/o MR. M z
ADDRESS 13023 N.E. HWY. 99, SUITE 7 DRAWN: JHT 0 CD
VANCOUVER, WA 98686 oo CL
PHONE: [phone] APPROVED: WKM 100 200 C N pl
100 50 0 c9
DATE: 12/1/05 GRAPHIC SCALE 1"= 100'
& ASSOCIATES PASS MAL 1645 EAST ARLINGTON BLVD., SUITE D SCALE: 1 100`
GREENVILLE, N.C. 27858
[phone] of 1 SHEET 1 _

y
OWN Tpp OS .6490 AC TOTAL AREA..•••••••••••• 99
Ty 94 TOTAL LOTS ....3
W ENGTH..••..14,844 FT TOTAL STREET R/W L
1 J ~S 0 T R/W AREA.••••••~•18.13 AC TOTAL STREE
6`F o,~~, TOTAL AREA IN OPEN SPACES,
ti9 AC RECREATION. ETC..•.•••••••. 15 00
SF S CURRENT ZONING..•.••••..R6A, R6S 8~ R9
~ D-~ 4842 8~ 33365
s PARCEL.......... 1 .........4665.06
~r o- ceo7s , v M C9. CBY39 _ TAX MAP . . teal r
PHASE 1 0891E CN9M
O (RESIDENTIAL CLUSTER DEVELOPMENT)
~ X28, ~ Oq BEN Vq .........55.7455 AC AREA
PART F ~f qRM w ~ ° CBBBE .....18 8 NUMBER OF LOTS.......... . . ,gig,: ~ ~
J C ...........7,767+ FT STREET R/W LENGTH _ DE9~E D!!or 9.4 3 + A C
STREET R/W AREA... _
ar~r AREA IN OPEN SPACES,
+ AC _ _ RECREATION, ETC .............15.00_
1"= 1000, n PHASE 2
I ~y9 (RESIDENTIAL CLUSTER DEVELOPMENT)
d 477 AC 26 2 ' ~ ~ AREA.
D119 ot~e ~ r ~ . . ate N t - _ . .
, NUMBER OF ~OTS.....•...••••••••••• i' i ...........4,395 FT
~ ,v~ ~ ~ STREET R/W LENGTH _ . -
STREET R/W AREA.......••..•.•5.34_ AC CB81N
DU3 S ACES, AREA IN OPEN P
U-7 DI„ ..........0 AC ~5 RECREATION, ~ _ . ~ ; ~ ~ PHASE 3
~ ~ ~ ~ ~ ,;y -.,y n ~ v ,u
^~FA` r ' ~ ' ~ ~ I DENT I AL CLUSTER DEVELOPMENT ) . r , ~ (RES
_ A ............17.6558 AC REA ~ _a z~ ~ _
_ r1Crl~rb ,o -r NUMBER OF LOTS....•...•••.•••.••••.78
N STREET R/W LENGTH...••••••••~+682± FT ~ ~ , _ - STREET R/W AREA • 3.36± AC
C885N 4~
"~~11 ~ ! ~ ~ i' ~ . A R A N O P S A S, E I EN P CE ,
~ ~ ~ i ~ ~ ~ RECREATION, ETC .................•0 AC . rv
- ,
~ , Dl~fi ~ CB6TN
~ r i x 1 ~ i r C8Tf1~ CBBON ..M - ~ ,<<
~ j ~ ~ y D112 CEfYMt , f s S~:.i,. ~ DI11 `
f. ~ I (1 ! ~ r
r ~ ~ ~ , 4 ~ ~ ~ a ~ ~ ~ ~ ~ ~ d r ~
~ o r p 3. 3 i ~ of/l;x~~i9dl~Mr .
- ~ ~ ~ 1 n, ~ t f yl C879S ` 08805 h,
+ . 'J.~~, I-~-..~f ~ ~ 1 ~ - ~ ,NY sP 8~1~
s { , ~ 1".~, ~ . . CBB,r CB6TS CBBIf
u-t ~ J ~ ~ ~ , ~I wt.._ 1 7 D1A0 u.~
08605
u'~ w>N'^ a Clb]r "
~ , y n. ~ c 'f- f 0003E
ce~~E C846N
a D136 C865R^
cs~ir . ~ ~ , Ol]i CE7lN CBS6N
. ~ . ~~]I
CBI2E CBUM
ce~2r C61 TN _ _ - -
- ~ ..,~I~ ,i ; .,.4g ~ ~.r ~ ,q ~ ~ ~ ~r CB11C A ~ 0855 CB66N
. ~ , ~ i ~ ~ CN , ~s s,, ~ ~ DN 4. y t.. +
~ , ~ ~ ~d s+ ii ~ ',r~ 1 ~ , ~+,r~,
~ ~ ~ ~ . ~ ' ~ ~ ' z r yy ~ ~W~ ~ n i A~A~h Th 1x!~;' t~1 r7'N~'1 ~a R. rt~ ~
w~ , oloa; ce~3 ce~BS _ CB1SE y DI38 ~ 6{,_ a _ _ _ d CDBlS'
U-J _ CB10r - C85SS D139
C609r . ~ ~ BI11 C619N .
.'t ? ,4 '.q;~ CB63N CI61N' ;y `
p CB18N
;a. anw~ ~ k' 1'~T' ~ '~V~~ }`~1r. ~ ? r CI!]N ~ ,
y ,~~y~n t~ W, ~ ~ r, CIIM1 s _ > , ol~
~~A ceta ~10,~,~ ..n~ ;~~f~~ ~5~'. ' . ' . ,r, cs54s ~ ' ~ ,
r C~1ai " ~ Pi,' ~ "w "'wt _ - ~ ~ ~ e, • r - CB71N i„4
~ " _ > . ~ r~ ~ ~ , .
n Ir. ~ ~ ryry r
- CB09E' csoa ~ CST]N ` ~ _ ~ E. ` O/Lty0. Yn% a, ,
i w a. , 's'_; , ~ r , ~ ti D~
~ ~ ~ . , ~ . l ~ i. r a ' 1, ~ ~ ~ r ' l ~ - ~Nt ' ~ i
i~. ~yl, f; ~ Mfr ' ~ ,4u.. _ ' 0[0.7 ~ ~ ~ r nV CBO1M J ~ ,.'i 1 y r it ~.F. n ~ ~ ~ t ~ -
r ~6 ~ t1 ` .
,v'~.a ~ ~i, ~ r7~-r, . 'i. , ~ 1 ~ s,~,
C802 ~ y ,X ( G1B7[ CBOBI{ ' ' ,t ~ . ~ . ~ ~ ~y ~ ~ , . 1 ' _ . CEIlM '
n,, ~ a , CBTOr 0869¢'
.n s r DI25 08735 ,ti
~p? D104 i
It.1 - 4~ - D123 C0T2r CY013 CB~JPS wr
w d ,o' C]69r °
C804k , C85i5 l''l w. 08625 -
CiliM + 0872E Of]t
p~ '
ila6 DIGS
cso~r
0811E X95 Dt28
olo~ C821r DI]i
C80]E h+.~„ C850r 1
'1.w. ~ t 0I2{ 0001N
.r r 1H C0~1 ~ s 1``1~:, v~~
~ v. ~ 1r111?~~ T R".r~ a„ ~ _ ~ ~ e Cil~ll i. a„~I i' „ - y ~ w
„ DI02 ~ wi.t. ~ ~4 , ~r L1M ' = C81>r ...'y bar r ' ~ N '
~ ? s CB20E ~ , M~F a~=J~ DI27 OE3D - CB~IN ~ -
3 . CB2SE
~r - • r ~ C&i8E I', r
d a C!2? c"" CB32M ` .
a 0024E i 0129 r
CA2SN' D122 Cf ~
, CNT[1 C85OS C844S DIM
Cut
1 :wY1s ~ .~V. a yp,' V)
r s WOWt V) i U-i
d C022S co m1w [If
~w
I I C841 E
, 034M C642W ' a
, cut r , / cB4oM
F I + + Ihi ,
C542E QO CB33M
r DI13 N
G> Otis
y I 1 DO339" IOY Y j Q
REVISIONS cam LL- , r
BY NO. DATE DESCRIPTION CB35O' IJ
Cplr
CW[
M35E
N a*,' CD
r Z CwTM OE47E> Q
t cn
Q D115
O
MAP DRAINAGE AREA
p 111111111111111111/// W
EM LD PARK (CLUSTEM REVISED N CAR ERA (L O
0,. f,SS1 D116 M IL
RVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA ; Q < WINTE _ SEAL
IM CORPORATION DESIGNED: WKM ' OWNER COLUMBIA R #PE168Zi co O O O
c/o MR. MIKE DeFREES . N N
ADDRESS 13023 N.E. HWY. 99, SUITE 7 DRAWN. JHT FNGIN~Q ' C-a M P \d* 3 N Ln
VANCOUVER, WA 98686 K, M p ii/ni~riii
PHONE: [phone] APPROVED: WKM 111111 CT's
DATE: 12/1/05 00
S L PA S S & ASSOCIATE WILLIAM K. MALPASS, P.E. 18823 MA O 100 50 0 100 200 - O m
1645 ARLINGTON BLVD., SUITED EAST SCALE: 1 - 100f co CL jlE
GREENVILLE, N.C. 27858 Lfl GRAPHIC SCALE 1"= 100' _ C In
[phone] SHEET 1 OF 1 O
N
PROJECT N0. P-812 DRAWING NO. P812CON.DGN

NOTES:
CONSTRUCTION PLANS SHALL BE APPROVED ~ 'v
Y GREENVILLE UTILITIES COMMISSION w AND THE CITY OF GREENVILLE PRIOR TO 18l THE CITY ENGINEE ' THE CONSTRUCTION OF ANY R RESERVES THE RIGHT TO REQUIRE ADDITIONAL ~ W m r
N WATER, SEWER OR STORM DRAINAGE. EROSION CONTRO , , ~ x; L MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION Q' 2) ALL REQUIRED IMPROVEME I m i a~ i I t ` QN ~
, NTS SHALL CONFORM TO THE CITY OF GREENVILL PROVE TO BE INADEQUATE. - r ~ i ~ I Fl ANUAL OF STANDARD DESIGNS AND DETAILS A E 19) PLEASE BE ADVISED THAT ! ' z~ i ~ ~
D THE MANUAL FOR THE ~ A RULE TO PROTECT AND MAINTAIN EXISTING ~ ~ x ' I o: DESIGN AND CONSTRUCTION OF WATER AND BUFFERS ALONG WATE z' I r ~ I o~ I ~ , ~ ,
WASTEWATER EXTENSIONS FOR G.U.C. RCOURSES IN THE NEUSE RIVER BASIN BECAME ~ r 3) ALL LOTS SHALL EQUAL OR EXCE EFFECT ~ r w ED THE MINIMUM DEVELOPMENT STANDARDS OF IVE ON JULY 22, 1997. A TEMPORARY RULE TO PROTECT AND ~ w~ ~m l ° , ~ ~
THE CITY OF GREENV 1~ ILLE ZONING ORDINANCE. MAINTAIN EXISTING BUFFERS AL I x" ONG WATERCOURSES IN THE TAR RIVER ? ' wa t x~ ~ ~ + , , U- , z
4) WATER, SEWER AND ELECTRICAL SERVIC BASIN BECAME ~ ~ ES PROVIDEU BY GREENVILLE UTILITIES. LIILCIIVE UN JANUAHY 1, 2000. THIS RULE IS ENFORCED ~ ~ ~ ~i•re 5) ALL UTILITIES SHALL BE UNDERGROUND. BY THE DIVISION OF _ _ 1 I ~ : u,mw
WATER QUALITY (DWOI. DIRECT ANY QUESTIONS ABOUT P' ~ - 6) BOUNDARY SURVEY PROVIDED BY PA THE APPL ~ ~ - - - _ ~i.le N 69'12'03"E 1015.1?' _oW ' CONSTRUCTION TIME SEOU • '
RKER AND ASSOCIATES. ICABILITY OF THIS RULE TO YOUR PROJECT TO MR. ROGER TH ~ ' 1 j PNre 7) ANNEXATION REQUIRED PRIG RE ORPE. i I s1cN R TO RECORDATION OF ANY FINAL P GIONAL WATER QUALITY SJYERVISOR, WA r 1 ~ + EsNT ENC -FNre --------*L•`------ °--e~+--~ --PROP- - - - , slcN / slcx - ~
8) DITCHES REQU[RIN LAT. SHINGTON REGINAL OFFICE, ~ ' G 48 DIAMETER PIPE OR LESS SHALL BE PIPED. AT [phone]. ~ ; 1 ~r EsNT ~ r , EsNr I , - i) INSTALL STONE CONSTRUCTION ENTRANCE. I~
9) MAIN AND OUTFACE AC 1 , ' m REAGE FEES ARE DUE. 20) ACCEPTANCE AND APPROVAL OF THIS PLAN ! ~ , 1 - :86 85 S CONDITIONED z ,fs~ a4 ~ 10) CONTRACTOR MUST NOTIFY UPON YOUR COMPLIANCE 1 1 87 91 85 = ~ 84 ~ ~ 83 ~ 82 ~ 81 ~ BO -1 ; 79 = ~ > . . 2) INSTALL ? l~ ? _ ? _ 71 T r EROSION CONTROL MEASURES WHERE POSS
ONE-CALL CENTER f1-800-632-4949 WITH FEDERAL AND STATE WATER QUALITY L 1 ' ' ? sF aT 48 HOURS PRIOR TO TH ) A MINIMUM OF AWS, REGULATIONS, AND RULES. 1 1 16656 I 1 IBLE. 8491 ~ C 8491 6325 6325 6325 6325 " 6325 ? e ~ , SF ~ SF SF SF Sc 9433. r ~ , 1 ~ I r ~ sF sF sF , DeA I I 3) ROUGH GRADE THE STREET.
E START OF ANY EXCAVATION ACTIVITIES. IN ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR 1 , sF Iso'PUSUCR/N-28'8/BI 11) FINAL SANITARY SEWER M RULES MAY ALSO APPLY T - . o THIS LAND-DISTURBING ACTIVITY. APPROVAL BY THE CI Y 0 1 se' rs' vet ~ ~ 77 ~ INACE _ •
1 ~ . 4 IN LAYOUT SHALL BE APPROVED DURING THE CONST T 1 1 ~ - AN PROCESS BY GREENVILLE UTILITIES COMMI RUCTION DOES NOT SUPERCEDE ANY 1 1 -_c~s OTHER PERMIT OF APPROVAL. ~ ' o q'~,l~i.. 15' -~_:-r _ :3:: _..r-„_~ _ ~ Ewr r I I 4) INSTALL _ -s6 - ,1;1 I ~ STORM DRAINAGE. - - I - - I g - T1 2. , . rt
12) APPROVAL SSION. ~ , a >1 1 98 ~ _ rr lal OF WATER MAIN !S CONTINGENT ON APPROVAL OF 21) MINIMUM GRADE ACROSS GUTTER LINE r ~ 1 % gw ~ >C~° a.:a; .I~ial~~a I~ `cR9r o"~ kt.•_ W.,_..._r• q.. s, Wl S ~ r I ~ 5) INSTALL INLET srn m~ sn.u mi ra ~ 76 I , , AND OUTLET PROTECTION
HYDRAULIC ANALYSIS. I$ 0.307. , ~ 1 13892 h 11.11. ce91 a`-- ` 13) NO PERSON MAY INITIATE ALAND-DISTU 22) THIS PROPERTY ~ RBING ACTIVITY BEFORE NOTIFYING THE CITY IS NOT LOCATED WITHIN A SPEC]AL FLOOD HAZARD AREA AS ~ ! 1 sF M11'„ OF GREENVILLE OF THE DATE THAT THE LAND- BY THE FEDERAL EMER DETERMINED ~ 1 1 ~ ss---~= ~"°~?ar~~'"~ a`o~ .ros :rrn'mti -TM ,e~ I -m ~ - _ I SEED AND MULCH DIS sl a CRg2 ,a sae>Hl.ii M~i~ In.N'iai CB40 20239 -I I TURBED AREAS.
DISTURBING ACTIVITY WILL BEGIN. GENCY MANAGMENT AGENCY. THIS PROPERTY IS L ~ ~ 1 '1 11+' TM rye I 1 14) NO LAND-DISTURBING ACTIVITY BEYOND T OCATED IN ZONE ~ m i RHINEST( - , SF ~ s I I 6) INSTALL UNDERGROUND UTILITIES. I 55---=-~.~.SS.~:~. .,,55,....._1 110,E ~-110'_-.,v._ ~"1_ ~'si. I
HAT REQUIR `~X~r AS SHOWN ON FIRM PANEL N \ ' ~ I D TO INSTALL APPROPRIATE 1 s ~ '~`-Sf su1 I UMBER 3720 4665 OOJ, COMMUNITY NUMBER 370191, ~ ~ ~ ~ I EROSION CONTROL MEASURES MAY NOT PROCEED DATED JANUARY 2, 2004. ' ~ I I I RHINEST9~+E DRIVE ~ ~ I -J 10~ I e I I hr v ORAI ~ I sl I 95 d I I ES NAf~ , I ~ 7) SEED AND MULCH DISTURBED AREAS. I ~ , .o ~ ? s l 144 I /,re, , . 75 ~ r r
UNTIL EROSION CONTR ~ ` ~ 1, ~e ~ A? ARE INSPECTED AND APPROVED BY THE CITY. OL MEASURES 23) NO PERMANENT STRU \ ` ' 1 ~ 89 ~ ~ 9m e~ CTURES(S), INCLUDING BUT NOT ~ 1 ~ ! o ? i ~ ~ x116 ~ rr h 8068 ~ a ~ 12445 ~ 8) INSTALL STONE BA sr21 8609 8096 ~ sF I sF I sF ~ ~ SE FOR STREETS.
15) SCHEDULING OF A PRE-CONST LIMITED TO SUBDIVISION SIGN 11220 q6, ~ sF . RUCTION CONFERENCE WI FENCES OR STORAGE BUILDINGS, AGE' ` ' 1. sF TH THE EROSION CONTROL SHALL BE CONSTRUCTED OR LOCATED IN ~ 1- 1' ^ sF s ~ r I I I 145 ~m ~ a F SF a Aso' ~ I ? 121' a r ~ , 109' I I TBTI ''4 ; i . 9) INSTALL CURB AND GUTTER.
INSPECTOR IS REQUIRED PRIOR TO INITIATIN OR UTILITY EASEMENT ANY DRAINAGE r r , r l - o GLAND DISTURBING ACTIVITIES. SHOWN ON THIS PLAT WITHOUT PRIOR APPROVAL FROM THE C[TY ~ 1 1 m I FOR INSPECTION PLEASE CALL 252-325-446. OF GREENVILLE PU 1 1 F,= 91 i I F~ F I$i SF I m I f 11 ~ r I °j 115' r I M I I. I ~.M ~ , 10) P
BLIC WORKS DEPARTMENT. r: l - hh 90 15 16) PROVIDE A GROUND COVERS 7 24-HOUR NOTICE IS REQUIRED. ~ i .-1 + 1 132 81921 e~DRAINAGE ly 98 ~ f ~ 14, a I I r AVE THE STREETS. I X15' ~N ? _ , 74 ~ ?I e~ORAIN ~ URAINAGE~ ~ 6365 SF 5''r1 SF 'i 4 ? I AGE E9.'T ` 8821 I
UFFICIENT TO RESTRAIN EROSION ON ALL SL 24) NCDOT DRIVEWAY PERMIT IS REQUIRED. 1 sF9 ~ sF 1 I Eswr WITHIN 21 CALENDAR DAYS FOLL OPES 251 SIT 1 1 J ~J 1 I OWING THE COMPLETION OF ANY ES DISTURBING 5 ACRES OR MORE AR '1 1 ~ -b I Eswr _ 0r 1e ~ 148 ~ i I I I 11) GRADE THE SHO ••D. ? ~ ULDERS.
PHASE OF E REQUIRED TO FILE A NOTICE OF INTENT (NOI) 1 1 WO _ GRADING AND ON ALL DISTURBED AREAS WITH]N W[TH THE NORTH CARD ~ 1 1 21 CAAENDAR DAYS FOR ALL LINA DIVISION OF ENVIRONMENTAL MANAGEMENT F II of --nsIF1+' I I "-r,0`~ r rN~V 7i.2d ti I IM' 1S'-o 6647 5F ~ ~ I SF I - r r I ! ' _ .1 z i OAAINAGE-•~ ~ 110' I I ' - ,1sr- "r"s'~•n•- vi I ESYf ~ 8 Irr I ~ 12) SEED AND MULCH ALL DISTURBED AR
CONSTRUCTION ACTIVITIES. NPDES GENE OR COVERAGE UNDER THE 1 1 RAL PERMIT NUMBER NCG010000 PRIOR TO COM ~ 1' ~1 Dr 1, N~NI 17) CONTRACTOR SHALL MENC[NG L ' ~ ~ ~ -1~ L€ 2+'~ e D I s rxv a.n y7 L - I I , I ~ E AS _ _ Ilrs I a 6484 SF ~ t 142 ~ I s'sloErAEA ' ' ~ , ; • ~ ~ ~ I Dr n ~ ~ I I 6116 SF I p X47 TYp ~ ~ : 73 ~ 3 ~ I
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EACH MAJOR STORM EVEN PS, 11 , ~t T FAILURE TO KEEP EROSION r , 1 " 51 ` CONTROL DEVICES IN GOOD WORKING ORDER MAY 1 r ° frxvse.s3 ~ . ! W' 1fo' `v I , q'1` I 114' ~ ~ . cp I c , F3 I I I:. ~ I if I I(1 I
RESULT IN ISSUANCE OF STOP WO 11 ~ , ~~1 112 ~ 111 ORDER OR CIVIL PENALTIES UP TD RK -•r 1~, , 13108 $5000 PER DAY OF VIOLATION. SITES U ~ ' - Ir , ' 1 Je• 9969 sF 111 ~ 98 ~ i t Z I I I ? o ~ 141 I' r Iv s I , 13108 m ~ j 6753 ' g j„ ? ~ 148 7 ~ i~ 72 ~ ° I s
SEDIMENT TRAPS MUST ALSO SPECIFY A MAXI TILIZING ~ 1 ' 1 ~ sF 1~~1 MUM DEPTH OF SEDIMENT PRIOR TO CLEAN OUT. 1 I 1 1 = SF ~ I SF o 6615 SF ~ ^~w ? j I 6050 SF ° ~ h I 112' IID' I 6167 SF ~ r' I b' 117 I -.I , r I ff 1, I I ,
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IC Riw BUR z WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA } s
\ 4fN _ E _15-~Jp 0 0- 42t- 01 16 ~-86
OWNER: COLUM\• BIA RIM CORPORATION D ,~q ~ ~ •v •v, ESIGNED: WKM • w l \ \ t - 7 + GRAIF77.4r _ - ; TYPICAL DITCH SECTION A- ~ f !NV 69,16 ~ ~ - - - - of 17 A <
c/o MR. MIKE DeFREES~ a N 1HV 69,79 M 1NY 7J.58 r N I r 160f COML_.. \ G~ p
ADDRESS: 13023 N.E. HWY. 99, SUITE 7 w DRAWN: JHT AREA r r 'SC r \ \ \ \ { 1' +1 q w qq 1 ~ 35,734 SF ~ 04
VANCOUVER, WA 98686 _ xro.... . ! r \ \ / r 40~ DRAINAGE EASENEXr ME Pink FOR nDreG
PHONE: [phone] APPROVED: WKM ,
' f & ASSOCIATES DATE. 01/27/06 MALPASS \ t c r
1645 EAST ARLINGTON BLVD., SUITED -f
GREENVILLE, N.C. 27858 SCALE: 1 100' k P r I v~ 100 sa o 100
[phone] , a~ zoo A" ~ \ \ n 1 ~ '
i SHEET 3 OF 21 b ~ s GRAPHIC SCALE
M:*d n 800. 899~" 9 ~ P P812 - BROWN PROPERTY (THOMAS LANGSTON), JEFF HARRIS 812con. 1 - 100 \ \ ! 1 r o W TYPICAL DITCH SECTION B-B
~p dgn 4:56:06 PM 8/28/2006
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NOTES: _ 1
r I ~y a _ 1) CONSTRUCTION PLANS SHALL BE APPROVED BY GREENVILLE UTILITIES COMMISSION 18) THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL - t°; ; .y t s 1 QH n ~ y fi
~ ' AND THE CITY OF GREENVILLE PRIOR TO THE CONSTRUCTION OF ANY EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEME NTATION ~ , 1
s' I ~ WATER, SEWER OR STORM DRAINAGE. PROVE TO BE INADEOUATE. y ^ ty " I 1 ~ K I ~ 1 ~ e i 1~ ~ } a
2) ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF GREENVILLE 19) PLEASE BE ADVISED THAT A RULE TD PROTECT AND MAINTAIN - ~ ' ( EXISTING , 1 , ~ s ~ § t ~
MANUAL OF STANDARD DESIGNS AND DETAILS AND THE MANUAL FOR THE BUFFERS ALONG WATERCOURSES IN THE NEUSE RIVER BASIN BECAME A W 'k t ' z DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER EXTENSIONS FOR G.U.C. EFFECTIVE ON JULY 22, 1997. A T • ~ 1 W~ a I ~ ~ 1 yy . W Ira I ! 'i., Z f q I j z
EMPORARY RULE TO PROTECT AND _~g t 3) ALL LOTS SHALL EQUAL OR EXCEED THE MINIMUM DEVELOPMENT STANDARDS OF MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN THE TAR RIVER r r ~ a 1 V - ' ...a i D ~ , , ~ CONSTRUCTION
THE CITY OF GREENVILLE ZONING ORDINANCE. BASIN BECAME EFFECTIVE ON JANUARY 1, 2000. THIS RULE IS ENFORCED - " 1 ~ ~ r, TIME SEOUENCE -I n.4 N89~203E1075.71 - - -
4) WATER, SEWER AND ELECTRICAL SERVICES PROVIDED BY GREENVILLE UTILITIES. BY THE DIVISION OF WATER DUALITY (DWQ). DIRECT ANY Q - ~ _ - - "PNOP~ UESTIONS ABOUT ; ~ li ~ slcll - -•-PkOP "PROP'- - - - ~ - -7 1) INSTALL STONE CONST - slcll - s1GN ~ 11 RUCTION ENTRANCE.
5) ALL UTILITIES SHALL BE UNDERGROUND. THE APPLICABILITY OF THIS RULE TO YOUR PROJECT TO MR. ROGER THORPE, t ~ 1 , Eswr 6l BOUNDARY SURVEY PROVIDED BY PARKER AND ASSOCIATES. REGIONAL WATER DUALITY SUPERVISOR, WASHINGTON REGINAL OFFICE, 'Y 1 ' '1 ESNs ~ r ESNi ~ n i~
1' ' ~ ;86 ~ 85 7) ANNEXATION REQUIRED PRIOR TO RECORDATION OF ANY FINAL PLAT. AT 1252) 946-6481. ~ 2) INSTALL EROSION CONTROL MEASURES WHERE POSSIBLE. 88 85 84 = = 83 82 ~ 81 80 -f 79 ; ! . , T 1 • g = - = = - ~ 7B _ , I , 3) ROUGH GRADE THE STREET.
~f t ~ i l jai, 67 u5 i'.- 8491 8) DITCHES REQUIRING 48" DIAMETER PIPE OR LESS SHALL BE PIPED. 201 ACCEPTANCE AND APPROVAL OF THIS PLAN IS sF SF CONDITIONED UPON YOUR COMPLIANCE ` ; ; i 16656 ii5i:-- 6491 I^ 8491 6325 6325 6325 6325 6325 9433. , ! 1 15 I SF SF SF SF SF SF SF SF r I
9) MAIN AND OUTFACE ACREAGE FEES ARE DUE. WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATIONS, AND RULES. 1 1 ~1 sF i5D'PUaucB/w-28'8/81 SF ` DRdINACE 77 _ , I Eswr ~ ~ 4) INSTALL STORM DRA R/w - 26'R/B! _ IY _ _ _ INAGE.
1 - , i '0 5fi' 75' 10) CONTRACTOR MUST NOTIFY ONE-CALL CENTER (1 800-632-4949) A MINIMUM OF IN ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO 1 1 ~ . 1 1 . ~ ~ - 5fi 75' s.~. _ °"9',r- ~9y~~ _ ~i~ _ -'~:3' _ _56 - ~-fr- "~.C.{ I •"••f~ I I - - ~ ~ 5) INSTALL INLET AND OUTLET PROTECTION ~~ce.9
48 HOURS PRIOR TO THE START OF ANY EXCAVATION ACTIVITIES. THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE CITY DOES NOT SUPERCEDE ANY , , 1 ~ 11) FINAL SANITARY SEWER MAIN LAYOUT SHALL BE APPROVED DURING THE CONSTRUCTION OTHER PERMIT OF APPROVAL. 1 ~ 88 n{~ fi~°: I 'ash ~Y • W ~ ~ SEED AND MULCH DISTUR c69r - --m- aa' s t $ I 1 BED AREAS. _ ~~b M~1~'10.1 .-.4 1.504-= Na.~lllYa7h 11Y.A'IQL..'~t a ~R~ .~~m 7.; 76' e~ j ..,.o„„ 1
. 1 11 13892 ' ,y TMaI w o.ns CB91 PLAN PROCESS BY GREENVILLE UTILITIES COMMISSION. 21) MINIMUM GRADE ACROSS GUTTER LINE IS 0.30%. ` 1 sF I o.ns ~,a ~~_~I ~ .Tax srlaa,.i,N~cl~slac sera,'m~r 20239 ..~...f GB9I .6692 4nata Ia.wlal cByD o \ SF 'H , I I 6) INSTALL UNDERGROUND UTILITIES. I ^ r I
1 , 1 T ¦M' r 12) APPROVAL. OF WATER MAIN IS CONTINGENT ON APPROVAL OF HYDRAULIC ANALYSIS. 22) THIS PROPERTY ]S NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS DETERMINED ~ 1 1 % ~ r~,¦ ;a<~ °ss .yy ° 55 ° 55 110' `:"',110' ~4.ex I ~ ~ I I~~ y; 10' I I 1 7) SEED AND MULCH DISTURBED AREAS.
13) ND PERSON MAY INITIATE ALAND-DISTURBING ACTIVITY BEFORE NOTIFYING THE CITY BY THE FEDERAL EMERGENCY MANAGMENT AGEN V 1; 111 ~ " ) ~ I n. ; I RHINEST9~i,~, DRIVE I I• - , I , ry, - w I DAdiNACE I I ~srLA ! I ~ I ' 95 ~ 144 ~ i is ~ 75 ~ EsNr ' I i 8) INSTALL STONE BASE FOR STREETS.
OF GREENVILLE OF rr „ CY. THIS PROPERTY IS LOCATED IN ZONE , 1 ; 1 s ¦ srl, ~ ~ THE DATE THAT THE LAND-DISTURBING ACTIVITY W[LL BEGIN. X AS SHOWN ON F 1 ~ a ]RM PANEL NUMBER 3720 4665 OOJ, COMMUNITY NUMBER 370191, ~ 1 1• ~ r1.r _ ~ A2 ? ? i 8116 " ~I" 8068 ~f~.' B, ~ , t,, 12445 ~ I I 93 94 d ~ sF 1 SF Ila A~ SF 1
14) NO LAND-DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE DATED JANUARY 2, 2004. ' 1 89 p5 11~ 912 1 1 ' 1122D ` I SF EROSION CONTROL MEASURES MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES 231 NO PERMANENT STRUCTURES(S), INCLUDING BUT NOT LIMITED TO SUBDIVISION SIGNAGE, ` , ; ` 1 sF Is' a5 .1 9121 8609 6096 ~ r ~ I 145 \ i' - • I I ~ 9) INSTALL CURB AND GUTTER. II ? ,z ` , • SF SF SF ~1 m ro' 105' ~ I ' o i ' III T871 ~ ~ , „
1 1 1 ~ a~ ARE INSPECTED AND APPROVED BY THE CITY. FENCES OR STDRAGE BUILDINGS, SHALL BE CONSTRUCTED OR LOCATED IN ANY DRAINAGE ' ~ ; 1 1 i m ~ „ 1 sF I 10) PAVE THE STRE S. r ~ ET m 11~ 1 M 115' 1 I I I ,
151 SCHEDULING OF APRE-CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL OR UTILITY EASEMENT SHOWN ON THIS PLAT WITHOUT PRIOR APPROVAL FROM THE CITY 1 1 1 ~ I;m h 90 91 I ~ 1s' 91 I ~ 15' i 1~~ 96 3 1 ~ 14~ o 74 I ' ? I ~ IS' 'DRAINdGE~' 6365 SF 6111 SF' 6' I ~ I 11) GRADE THE SHOULDERS. er ~ rt! i 1, 8821 , I
1 ~ T 1 ~h 13229 ~ 8192-+i e~ppA INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES. OF GREENVILLE PUBLIC WORKS DEPARTMENT. ' p 1 ~ 1 Sr SF i 1 ESY ' 8192-+! DRAINAGE 1 ~I ~ ~ I ~ SF I ^ ESNf ES7i 0118 ..D, ~ Te ~ 1De' ~r~ 146 41 SF I in t i I 1 .•-I,p''- CRATE 77.18 1s'_m 6647 SF I 12) SEED AND MULCH ALL D ] STURBED AREAS.
FOR INSPECTION PLEASE CALL 252-325-4467. 24-HOUR NOTICE IS REQUIRED. 24) NCD T 1 N1 `M ~ ~ 0 DRIVEWAY PERMIT IS REQUIRED. 4, 1 i , WO DS 1 16) PROVIDE A GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ALL SLOPES 251 SITES DISTURBING 5 ACRES OR MORE ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) 1r 1` , 1'n 1, c1'- ~ NINY68.1 ~ DRAINACE~ 1.- 110' I I _,.r. ~ . DS I V. , N INV 68.16.. 7. i ES ~ B 116' S I ~ 1 I I ~ e 0• f5x'- I ~,5 !NV 68.15 y'r ~ ~ ffi'~ ~ I
WITHIN 21 CALENDAR DAY 11 ` 1°i - " S FOLLOWING THE COMPLETION OF ANY PHASE OF WITH THE NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEM NT 1 1 1 ' „ ° v» ~ LF 24 "RCP ~ t L i I 1 1 - n ~ . . ,61'' IT5 6484 SF ~ 142 ~1~ 5's10EMUd 73~ 1 ~ - ? ~ I ~ 1 I ~ ~ i ~ 6116 SF ; X47 i~ ~ 1"' 6050 sF s~ 3 z.,, I I
E FOR COVERAGE UNDER THE 1 ~1 1 ~ 8719 GRADING AND ON ALL DISTURBED AREAS WITHIN 21 CAAENDAR DAYS FOR ALL NPDES GENERAL PERMIT NUMBER NCG01000 ' 1 I,ql, a ~-1'i%~~"~~""/ rnA>En" 0 PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES. 1 1 1 ,N x1xv6B• ' OT 19 ~l" CRAIE7t.B7i% d 113' ~ 101' I I 639:, SF I i3 c ' I i N LNY 6451 fi e 1 I ~ 110' m ~
CONSTRUCTION ACTIVITIES. 261 REMOV N1 m~ ;'~1 EINV61. E EXISTING FIELD DRAIN TILES AS INDICATED ON PITT COUNTY CONSERVATION MAPS. 1 °1 y ,.,51 E INY 61. S! `hi ! I 114' I ' I I $ I ~ ! I c~ I ' I ~ 1 `n 1
17) CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ~,1 ,,.,,-••~"'m~~~ ~ 1'~ ~ 111 11 1 1~1 112 1310 o~ 96 ~ 6 I 1 I r 111 0' ? ~ t 141 erI ~ ~ 72 o I o I I 112 M'11 6753 < ; 13108 SF 6615 SF ' Ir --o~ 148 . !CB i° 6050 SF ° - I I
ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP EROSION ~ y, 1 '3B 9969 sF q A 1 1 sF CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN ISSUANCE OF STOP WORK q~ ' 1 9969 SF I Ia I I 6167 SF 1 m SF m 112' 110' j - - 1 I , e : ~ 111 Lf 18 ! . A.01; N~ 110'-- I 1
1 p°-~' N1~ 1 1 1 1 •O 'yq1 1 15 ORDER OR CIVIL PENALTIES UP TO $5000 PER DAY OF VIOLATION. SITES UTILIZING ~Nc 1 1 '1~ s' rtORAINdfA. i_3'wAfER E ~ r.ax- p ' 113 LF Je~~ I I 45~ 15. 110 I m ESNi 99 i 1 DT ~3`-___-_._ _ 36'p 4 I r..,..,, 1
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i ^ ~ BI 8 o.,~ „ A t~>S r'" a m ^IS 80, ~ N !NV 66.53 p ~ ~ _ r ~ , 1 / 1ST ~ GRA7E 72.11 :7°. , m ti 9 \p \~,p~ 5 INY 66.521 b 357 8202 7 r I _,nn , : N !NY 67. a5 i%„ ,16' i I~~~ \ J u 9 ~ . ; t,.1.p ~~o SF s' . ~ W~ \ 8116 b SF ,~o ~ ~ 6258 ~ s, o \y~' ` • i1 ,6pIM''4'~ 0 ,,~o '~ry'~• 9F - , 9 I SF \ \~Q! \ \ 6 1 ` t~.n 162 \ \ ~ ~ ~ \ ~
~ + / N 1NV 67.03 w ~ \ Y'-` ' • I, \ ' 11252 ~ °j ~ 1 / L ,#1~ ce13 353 ~ ~"E. / , i ~ < 'E fNY 67.02 lOd,&.f 41' 18644 ~'o, fi'`.~.b",, " ~ '',SF .C / 7~. - / / : - -5 ti s0.. D/ 35 \J9• ~ 6 . 4 L ,•Jn E. ~ ~ V ;PV 3riX . , ~ 128 oi¢' ~s. GRATE 72.If \ 65h J 55 r - / \ \ ~ ! ~ , .0 / 287 ~ 0 sF o ? ~'\s , ~
. r 9654 1 ~ n , . ` , m~ o. ~ o ~ . + l • ~ ' ~ 335 ~ sF 351 r J~ sF v `W f • p v 9ti `a ° / ~ 8102 / f INV 66.61 ~ J. ~ ` \ \ '3 6532 , ~ r ~ 6050 o r r ~ ~ I'FS i9:, 0 , sr SF 4' ,~c5 !NY 66.61 ~ \ r SF l ' /
~ ° yr'~r 2J•' 19871 V, : ~ i 8318 Jhk o. ) % 356 ~'V 'A ~ - - i / _ 1 _ l~ F~/,,. s,~F q~~ ~ Jgti 352 B ~ ~i', B2aD $ 4~9 • - :A'~, 6r. ~J u „ ' o SF N TNV 66.61 C,r \ 163 , • " ' • r„w • _ a• ~ 6426 B~ .J. r ~ ~ ~ ss, 288 ~ \ , ; ~ r 54 / ' ~ ~
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_ t • c~ ''1 ~ 345 ~ ~ ~ ,•i. m \ / 359. a 19 , )e w. \ f 1 ~ °1- s. ~Q 9508 ,f,SNj'~OF ~ ~ Q• t ° ~ \ • ~ _ , . _ '~o. 642fi \ e ` , /Ip \ 5 !NV 66.80 ' `JJ,`f ` ` \ \ sT sF , 252 sB, c 285 , N ,NV 66.79 6366 , ~ 53 \ do \
! ~ ,i 8226 SF ? s. ~ ,96 : r ~ / s' ~ /1 / 336 h sF Br7 ~7~ ^ W 'a, ~•`b s,.~I~ ...318 F • f ~ QA,~ . r~ r, ~ 290 e~ , 8129 ss, i8fi 0~ 6531 \o ° \ "SY SF\\d' is ss. , 1J~ 6050 \ ,X~'~ ~ i ` \ . ' ,6 g` . r Cr ~ ' . , ~ 6050 '$k \ ,'.o \ Ipf/, SF JJ. 165 iOGB ~ ,Ih •Cl' SF \ ~ \ \ \
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/ , / I , r, ~ 5 !NV 65. /7 sF , , 317 0 ~ ; , / ? Dry/ ~ . , ~ , 805 8 i , S ~ r' ? V 9. / / r ~ ji , ,t / - R6S j?, ~ ,N' 0 r . rJ' SF ^ ( / ~ 4j. ~ g .s~ \~Q 8100 ~ / / ~ AI'J r - 6588 m s ~ Bl ~ 4y\q ` 1 r • a SF ~ \ \ \ r , , 5 JB, r r 188 s. ~ \ \ ; 10 4 'o. sF 251 ~5~ a •s s,, ? s \ \ ~ r \ \ ' + ,f 7019 ~rJ, 6050 f JJ' ~ ~ ~ 263 .o~ GRAY 71.71 202 16'~ J •P3 ,J. 51 \ \ /
L' l aYJJYO ~1 1' 342 r e n.¦ Ft\ $ yF _ / / .a - 337 ~ ~ , ,7 374 ~l 8169 „ 77, t~ .G _ ~ STORMA'ATER w. • _ ~ y^t ~ ` 4 o E !NY 66.98 $F p ~ s, ? {;E •y \ v 1 \ \ I `
, • r f ~ 375 s22a SF 4~/0- rf, a~ ,„,t SF J" ,oti 1' ;~a. ; ' 316 e~ ~ / / C'Q;*!MON•=°:DETENTION & TREATMENT AF ~ 1 r , t r MA'ATER _ ° _ 292 'io.sF 0 .o \ SF•.`° ?g, 6727 a s INY 66.9e ,tiro a `6} \ 6050 ~ \ ~ \ \ ~ ~ \ ~ _ ~ ! „11 ? ~ ~ s, 0. SF p H INY 66.97 , . ~ t• SF ~ . \ & TREATMENT `ESST _ sroz s •2,50 ~AIE 71.12255 e, s J t e \ \ a67 ~ ~ J. ` • \ ~ ~ \ ~ \
~ /i / 'J SF d fE N! J moo: 36_J ~ 8100 _ / , ~ ',gETLAND 2 m . 14351 BJ. h ~ 9307 ' ~ ~ i yF , 1n; f.REA. * ti 373 Vii, J ~ ; ti a. r s / , SF ~ , \ 71 , ~ SF y ~ , , / ;fA.511 S~/ _ \ SAND e2=-.. N7 67 91 8 , SF ~ I-- ~ y "s' S INY 66.67 0139 , +c 1 B. ~ V`; ~ ~ , , / \ ~ ilR! o ~ • ~ 6380 ~ \ \ SF o 262 / \ t6 6202 ~ \ 50 ~ ~1 \ \ h"' 4 i1h , ! ~ NfNY66.61 ? , •t sFp ~ d 6 \ \..t•p ~ ! ~ I
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, \ SF `B ) , H' r oN ~ t• ' e ree rArra ea.w f ,,a ~ 9184. STORMAATER a Y ~ a~,ANei,r rd O r. ~ ~ ~ d~. ~S rNV:°s.B1 ^ ~ w SF r _ ~ ; n+erneo~ atr. ague aewr rma aennoe trre ~ a , ,r ~ ~ ~ / a, ^ E txv ts.BS ° ~ / DETENTION & TREATMENT • ~ m ~ o-r snr ,r l;~ 4x9tl; Ba.aa 2)0 ; 6702 ~ r 6867 ~•~~h ~ i \ SF ~o ~ B, f r d FILL DITCH ? \ \ „ wr rms aymn011 trite _ _ _ (F ry SF ~ . ,b SF i° s> , rQ.~~ 281 s 7928 \~w ~ ~ i 6m9e xo®~9 ? 6>m a.. ' 1 ±1 WITH SELECT , a \ 6050 \ y • t ~
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~ , S "5,_ c~ ~ 23 SNT 55 r ~ yro Jo• ~ l / 11! ~ F v v gr ftrrR 18 1 i l1 S fi116 w 2 SS D, -m,. ~ r 11 1 y
WILLIAM K. MALPASS, P.E. 16823 Ci \ 5 ~~0 _ R \ CS Ile8 v 6yCf S', ; 1 SF . ® ° 32 ~4i 1l ' \ \ 6169 0 5 \ 3 1 SF 150,?A1 SS 1 b F13
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711 ?Npo F Ri V~' SF 8 55' b! r I 1 53, ec NA !C 0 \ x rxr 6279 27 31 1 " F 17, T F \ \ \ 1 /pu$ st':. SF r 6352
GENERAL GRADING PLAN 5 v,• - t 7513 , r j , ZQ P SF SF H,
EROSION AND SEDIMENTATION C ONTROL PLAN k1. lJ '?OA V A \ ?~~/t` };41 %1023 , b 29 ::t SF 7513 \ 7513 r
/ !so ENE ` 1 \ V A ~ ~ 1, ASS r I SF
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ly RT 'v i` 4 B/g/ \ 3F 01 16 TYPICAL DITCH SECTION A A GAME 13.41 0 ti ss'.__ V - DI 17 •x' w V A ? f lNV 69.10 c~,' A r
WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA \ ' 4 N INV 69.39 z w 69A7E U. 2,1 \ ly 2 NINV 71,58: r , ^
OWNER: COLUMBIA RIM CORPORATION DESIGNED: WKM \ ~W AREA 04 ~ m 35,734 SF W W I Qti ; \ \ I I ' WQ
c/o MR. MIKE DeFREES 444 1 r i, v v ~ ~ r' •9,~' DRAINAGE EASEMENT (SEE PLAN FOR WIDTH) I o
1 ADDRESS 13023 N.E. HWY. 99, SUITE 7 DRAWN: JHT ~ 1 ;c . , 1 ~ , r Qom
VANCOUVER WA 98686 ' IF r
PHONE [phone] APPROVED: wK M ~ -17' ~7 m \ \ \ 1 4 r
,
S DATE: 01/27/06 e 3
MALPASS & ASSOCIATE z 1645 EAST ARLINGTON BLVD. SUITE 4~ to • 1 \ \ 1' i 100 50 0 100 200
D SCALE: 1" = 100' GREENVILLE, N.C. 27858
[phone] TYPICAL DITCH SECTION B-B GRAPHIC SCALE 1"= 100' \ \ r I I o~W
SHEET 3 OF 21 C m42C
M:*dgn*p800_p899*P812 - BROWN PROPERTY (THOMAS LANGSTON), JEFF HARRIS*p812con•dgn
4:56:00 PM 8/28/2006 wmm : -