20071466 Ver 1_Site Plan_20080410

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Infrastructure,ra
127101d Highway #1 South
Southern Pines, NC 28387
Facsimile: [phone]
Voice: [phone]
~~R ~ D 208 i
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1 COVER ~P`'`` 5 WATE 2 SUBDIVISION PEAT 6 LAND 3 EROSION/STORMWATER/ROADWAY 7 EROS 'VAT E R SUP ~Y
_Af~ D S CAP E UEG ETATI 0 ~
-ROS Ofd ST~RI~WATER 1/EGETATIOf~ DETAILS
BAR ~J ETT CO U ~I1-Y STAN DAR D WATER D ETAI L.S
4 ROADWAY/WATER PROFILES, ENTRANCE DETAIL 8 HARK
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Contact the North Carolina One Call Center before you Dig or 1i or Grade. 80 /632 4949
• ;i~'~ SEAL fir;
(No less than 2 working days prior to starting and no more than 10 wor Designer/Planner: Thomas S Blue PE PLS BLUE: Land, Water, Infrastructure) 1271 Old Highway #1 Sou .0 working days p or to starting) No. 023498 W
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1 South Southern Pines NC 28387 910/690-5922
Developer/Owner: Thomas J Etowski (Omega VIII Investments) 5506 Yadkin Road Fayetteville NC 28303 9 3303 910/864-O")-47 2007 December 31

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LEGEND Ome a VIII Investments LLC Pa ~ U ~ ~ 5506 Yadkin Rpad ~Z
' su 5URVEY NOTES .Tract Owner: 9 (UNLESS OTHERWISE DENOTED) Fayetteville NC 28303 fy 3 ~ o 0
ARE AREA DETERMINED BY 0 EXISTING IRON STAKE [phone] ~ Q+ ~
COf COORDINATE METHOD i ¦ IXISTING CONCRETE MONUMENT ~ a 0 SET IRON STAKE Proposed Development: Residential Community
0 100 200 300 ~Ec 100 U ~ ~ , LEGAL REFERENCE: li 0 SET CONCRETE MONUMENT
DEE DEED BOOK 2848, PAGE 21 i -W- IXISTING WATER LINE Tract Zoning: RA-20M {site and all adjoininng tracts) 0 ~ ~ ~ `~o~
TOV EXISTING FIRE HYDRANT 14.08 acres (613,435 square feet) ~ ~ ~ ~ W / TOWNSHIP: MINERAL SPRING. ~ DQSTING WATER VALVE Tract Area:
DAB DASHED LINES NOT SURVEY~D ® EXISTING WATER METER Water Supply Watershed: Not Applicable ~
i -55- EXISTING SANITARY SEWER LINE
IXIS7tNG SANITARY SEWER MANHOLE Book 2316 Page 668 ® Deed Reference: ~ ~ ~ I ® IXISTING SANITARY SEWER CLEANOUT
® IXISI1NG CABLE TELEVISION PEDESTAL Parcel Identification Number (PIN): 0513-48-4452.006
' p EXISTING TELEPHONE PEDESTAL
~5 I ® EXISTING POWER STUBOUT Real Estate Identification (REId): 63462.0
CP] IXISTING POWER BOX EXISTING UTILITY POLE Proposed Building Setbacks: 35 feet (front) 10 feet (side)
D< ~ ~i 25 feet (rear)
v I
MINIMUM BUILDING SETBACKS i_• ~ Allocated Right-of-Way: 50 feet / 45 feet (2.19 acres) - I--- T------ I
~ i F LOT REAR OF LOT ~ ~ REAR 0 0~ i ~ Omega i Proposed Roadway Area: 41,930 square feet {0.96 acres)
~ ~ ~ Investments LLC i Proposed Roadway Length: 1,875 linear feet (0.36 mile)
N -N ~ - T ~ 3b5/512 I
T II I o ~ i I s 11 j ~I ~ Proposed Roadway Type: Asphalt Pavement with Vegetated Channels i ;
10'-~-I 10-?I ~ 0.72 ac i ~ Omega VIII I Proposed Division: 30 Lots
I I I I 31264 sf I i Investments LI.C ~ j 2316/668 i Median Lot Size: 15,682 square feet (0.36 acre)
I II I ~ ~ I ~ ~
x-10' ~ j ~ Minimum Lot Size: 15,096 square feet (0.35 acre} I SteveAdams i I 31,264 square feet (0.72 acre)
II ~ n ~ 4991179 i i Maximum Lot Size:
I II I Q°' 0 118 i ~ ~ 0.52 ac 038 ac ~
( `a r~ 3 sf o ~ ~ 2259 16733 sf ~ I ~ j Cul-De-Sac Radius: 5D feet (Right-of-Way) I
i i j ~ i Existing Land Use: Abandoned Field, Unmanaged Woodland
STREET I ~ I Easement Dedications: Harnett County, NC Department of
PUBLIC i ~ i ~ I ~ Transportation, and Landowners Association I i I
1 i I ! Harnett County Public System ~ R0~
0.5 ac Section Ol I j Water Supply: ~ ~ I
246 9 sf ~ (6 i Phase Ol I Wastewater Mana ement: Harnett County Public System and ~~~~0 ~~i~'~,~ I I g ; ~ NYC 0;~, 9 . ~ Boundary ~ i Individual On-Site Systems ,
6 4 ~ i ~ ~ SEAL ~
119 ~ i i Subdivider: Omega VIII Investments LLC ~ N0, 023498 : W I I 5506 Yadkin Rpad ~a
o~ ~ 0.36 ac I I ~ Fayetteville NC 28303 ~0 v: I ~ Section Ol I •N~.l. ~
o°` 15541 sf ~ i I [phone] j Boundary i '•,9S ~
i i I Surveyor of Record: Thomas S Blue (License 4093)
14 ~ I I I BLUE: Land, Water, Infrastructure, PA I I 1271 Old US Highway #1 South
113 0.42 ac i Southem Pines NC 28387 O
0.51 ac 18372 sf 120 ~ nd Dedication ~ ~ Certificate of Ownership a 22267sf 037 ac ~ I . • A T Faust Jr i Engineer of Record: Thomas S Blue (License 23498)
12 ~ 16173 sf ~ ~ 1`: 99E1236 ~ BLUE: Land, Water, Infrastructure, PA
that I am the owner of the property shown and 039 ac ~a eg o~ ~ T hereby certify ~ it ~ I 1271 Old US Highway #1 South i I Southem Pines NC 28387 c/'~
'his located in the subdivision jurisdiction of h reon whic 17058 sf ° ~ described e , this lan of ~
Count North Caralina and that I hereby adopt p ~ Harnett Y~ minimum building setback I ~ • ~ I Westerfield Farms Road, Beauregard Court ~.•\••1•• ~ New Streets: a
e consent and esi:ablish g of ~ 121 i subdivision with my fre as an qtr hat I have not been involved ~ e 0.35 ac ~ ~ ,i ~ • • - " i Street Dedication: All new streets created by this plat are
lines as noted. I further certify t ~ 4rd ~ r had an le al or equitable interest in ~ co 15096 sf ~ I ~ Steve Adams ~ designated "Public".
owner, leaser, option holder o Y g ~ 11 9 c5o street easement, ca• ( ~ ~ I 4991179 i Fronting Street: Ray Road
an ro ert adjacent to or located dir~.ctly across a ~ s6 Y p p Y nand described hereon. O.:I6ac from the ro erty show ~ road or right-of-way P p 15731 sf 110 I
i 0.35 ac ! I I ~ I Township: Anderson Creek O
15370 sf ~ U
Owner Date o 122
~ 0.36 ac ~Z
15601 sf ~I O
ms M 109 royal of. the Water Supply and Sewage Disposal Syste ~ Certificate of App 0.36 ac ~
15845 sf v { CJ
that the water supply and sewage disposal have been 123 I hereb certify Y accordin to Harnett County, Wz
installed in an acceptable manner and g ~ 0.35 ac
sin the Westerfield Farms II 108 North Carolina specifications and standard ou 15424sf Line Direction Distance
ion. ~ 0.36 ac ~ Section 01 Phase O1 subdivis 15634 sf U Lt N 16'21'03" W 141.26'
L2 N 80'19'14" E j 136.91' IJ
nt Public Utilities L3 S 35'52'51" W 21.58' ~
Harnett Count Health Director (or the Barnett Cou y 124 Y w owned and o erated public water and/or public 10 0 ~ Director when the County P (~7 035 ac L4 S 44'25'18" W 100.02' L5 S 60'11'32" W i 46.79' ~ E'"" r
Sac ~ sewage system is to be utilized) . 0.3 ~ 15424 sf ~ N L6 N 29'48'28" W 106.29' ~
15136 sf L7 N 12'31'44" E 180.66' ~ W
w b L8 S 71'06'32" E ; 101.60' ~ z ~ ~
Date i L9 S 71'06'32" E 181.88' ~ ~ J o L10 S 34'28'36" W 70.14' 'lll...'LLL~
~ 12 14 N L11 S 35'14'28" W 101.67' Q ~
~ 0.36 ac ~ ~ v 0.35 ac ~ s• e ~ 15424 sf ~ L12 S 35'52'51" W ; 27.43' ~
in 1.742 sf Certificate of Approval for Record g L13 S 32'24'13" E 211.27 ~ U
L14 S 45'15'59" W .35.77' ® ~ J J
n has been found certif that the subdivision plat shown hereo I hereby Y Count North L15 S 34 28'36" W i 31.79' Curve Direction Radius Chord ~ ^ ~ N L16 N 19'37'37" E 220.73' C1 S 64'59'48" E 25.00 1.36 ~ c
' n Re ulations of Harnett Y, ~ to com 1 with the Subdivisio g 12 PY I L17 S 06'45'44" E ; 144.36' C2 N 28'16'01" W 255.00 130.08 ~ ~ Z y o
i lat has been approved for recording in the (05 o N 0.35 ac n Carolina and that th s p L18 S 50'16'17" W 75.41' C3 S 38'43'50" E 205.00 30.83 E o N
Harnett Count ~ 0 S5 ac a ~ ~ Office of the Register of Deeds of Y ~ 15424sf 15361 sf staaaara Baseem L19 S 45'15'59" w 164.23' C4 N 00'10'09" E 255.00 120.44 ~ r'1 ~ N o
eat L20 S 8721'02" E 85.19' C5 S 46'43'08" E 255.00 20.69 ~ ~ 0 ~ ~ U
ivision Administrator Harnett County Subd L21 S 02'38'58" W 118.13' C6 N 12'04'35" W 205.00 210.97 ~ ~ _ ~ Z L22 S 59'50'59" W 87.55' C7 N 26'59'23" E 205.00 57.76 - ~ ~
~ 0 12 ~ ~ J ~'r L23 S 50'16'17" W , 40.34' C8 S 32'29'51" W 1565.99 141.57
~ 0.36 ac ~ ~ 0.35 ac ~ L24 N 20'03'04" E 120.06' C9 N 55'46'15" W 50.00 65.59
Date 15493 sf 1542 sf L25 S 80'3736" E , 84.90' C10 S 42'23'01" W 50.00 65.41 ~ ~ ~ ~ ~
L26 S 02'38'58" W 151.35' C11 S 34'12'35" E 50.00 58.41 ~ ~ ~ 0 ~ ~ L27 N 68'11'48" W 134.74' C12 S 30'01'08" W 1515.99 113.55
L28 N 21'25'24" E ; 112.39' C13 S 26'04'58" W 1515.99 94.69
. ion of Streets { rtificate of A royal of the Design and Construct ~ Ce Pp 103 ~ ~ 128 L29 S 68'11'48" E 1151.71' C14 S 20'2730" W 1366.01 97.47
M O L30 N 21'25'24" E 198.99' C15 S 20'30'11" W 1515.99 110.53
-her re uired improvements have ~ 0J6~ N ~ 0.38 ac I hereb certify that all streets and off, q Y rand according to Harnett County 15513 sf 16412 sf L31 S 66'33'26" E 159.50' C16 S 16'52'20" W 1565.99 80.00 L32 N 66'35'40" W 15D.00' C17 S 13'56'41" W 1565.99 80,00
d in an acce table manne been installe p L33 S 71'35'10" E ~ 149.98' C18 S 10'50'58" W 1565.99 89.17
ifications and standards in the F C44 spec L34 S 80'40'01" E 190.00' C19 S 0718'48" W 1565.99 104.10
Section 01 Phase O1 subdivision or that guarantees, Westerfield Farms II Areadedicatedto W C¢ L35 S 02'38'58" W , 80.00' C20 S 03'3742" W 1565.99 97.30
f the re uired im :rovements in an amount and NCDOTfor 1O2 a he installation o q p a of t L36 N 80'3736" W 124.90' C2t S 16'22'09" W 1366.01 97.47
o the Plannin Department of Harnett County has additioaalRayRoad ~ 03'1 ac n c manner satisfactory t g aid. right-of-way(15' w 4a and that the filing fee for the plat has been p 160.~4sf n ~ ~ L37 S 8459'11" E ; 173.19' C22 S 16'22'09" W 1515.99 108.17 L38 S 02'38'58" w i 93.42' C23 S 12'16'49" W 1366.01 97.47 ~
been received, ) 4~ 129 ~ L39 S 86'38'27" E 160.33' C24 S 12'16'49" W 1515.99 108.17 m v •D
' ~ NCDOT Easement M 0.35 SC ,1 L40 S 02'38'58" W 93.42' C25 S 08'11'28" W 1366.01 97.47 0
ubdivision Administrator ~i " sf ~ ~ Harnett County S 101 15323 L41 S 84'35'29" E , 152.03' C26 S 08'11'28" W 1515.99 108.17 d ~ °o
~ 0.43 ac. M U L42 S 02'38'58" W i 98.42' C27 S 0406'07" W 1366.01 97.47 ~ ~ ~ L43 S 88'09'07" E 150.21' C28 S 04'06'07" W 1515.99 108.17
18704 sf L44 S 02'38'58" W 1106.71' C29 S 00'00'47" W 1366.01 97.47 0
Date L45 S 75'40'31" E i, 149.98' C30 S 00'DD'47" W 1515.99 108.17
• . \ • ~ U NCDOT Basement 130 L46 S 79'45'52" E! 149.98' C31 S 00'04'15" W 1565.99 97.13 0 0 0 0 0
L47 S 83'51'12" E ; 149.98' C32 S 03'29'47" E 1565.99 97.84
0 0.44 ac intenance ~ ~ • ~ Certificate of Improvements Ma " ( 2sf L46 S 8756'33" E 149.98' C33 N 14'54'54" E 225.00 98.67 L49 N 6758'06" E 1149.98' C34 S 65'25'25" E 1355.00 147.16 N N
• . \ Sg 1906 L50 N 88'1737" E 155.01' C35 N 21'22'39" E 275.00 59.43
ll financial and legal responsibilities ~ I hereb certify that I assume a C3 Y all streets and other required L51 S 02'38'58" W 1106.71' C36 N 02'3731" W 225.00 38.24 ~ o 0
nce and u kee of ~ ~ ~ ~ for the mazntena p p O1 i ~ L52 N 88'45'57" E ; 165.42' C37 S 06'23'36" E 1565.99 60.49
nts in the Westerfield Farms II Section 01 Phase improveme d for maintenance by ~ L53 S 02'38'88" W 96.71' C38 N 03'50'14" E 275.00 108.12 L54 N 2734'50" E ; 35.00' C39 S 0723'38" E 1515.99 5.61 SGALE HORIZONTAL: 1" = 100'
vision until such time that they are accepte ~ subdi rtment of Trans ortation or other appropriate • ~ L55 S 62'25'10" E 1156.97 C40 N 79'03'39" W 227.50 86.56 VERTICAL: N/A
the North Carolina Depa P L56 S 02'38'58" W ; 77.28' C41 S 73'12'51" E 272.50 48.66 DRAWN BY: TSB
ublic entities. P ~ ~,~6*~ L57 N 8745'01" W 178.06' C42 S 0448'36" E 1366.01 132.43 DESIGNED BY: TSB
L58 N 0440'59" E 1140.45' C43 S 74'22'17" E 227.50 49.76 REVIEWED BY: DRL , • _ L59 S 62'25'10" E i, 25.14' C44 N 79'35'26" W 272.50 108.64
Owner Date - • • - • Geodetic Monument "LEVESQUE" ' ~ , • • , L60 S 2734'50" W 135.00' C45 S 03'48'18" E 1515.99 93.82 jvQ'j'E$ FILE NAME 070D12AD.DWG
State Plane (NAD83/NAVD88) ` " _ b certif that Tom Etowski of I do here y Y Fasting (x): 613977.06 m (2014356.40 ft) L61 N 7449'31" W . 133.07 C46 S 33'3736" W 1515.99 77.33
ore me this da and • of Y 773.49 m 537313.51 ft) L62 N 02'38'58" E 87.86' C47 N 29'31'14" E 255.00 49.48
flmPCra vI II Investments LLC personally appeared b Northinq_ (Y) : .163 ~ ( _ • • _ _ nn _ rOCA 9d f~l • • - • • _ 163 N 04'46'59" E i 118.20'_._ C46 S 20'28'39" W 1565.99 117.05 $olmdary information from Michael J Adams PLS (4491). ne•rF• ~nm ~u~Y 30
acknowledged the due execution of this certificate. Ground Elevation: 11.LAy I« L64 N 71'06'32" W .111.53' C49 N 86'23'43" E 50.oa 4u. i z
Ellipsoid Height: 44.49 m (145.97 ft) L65 N 21'25'24" E 130.39' C50 S 88'05'27" W 25.00 21.41 2. Standard Basement shall be dedicated for stormwater, landscape,
Witness my hand and official seal this day of 2007. Geoid Adjustment: 33.00 m (108.27 ft , L66 N 66-33'26"-W7 67.12' C51 S 2705'11" W 1565.99 154.12
L67 S 66'33'26" E 67.12' C52 S 40'40'45" E 25.00 19.34 and utility purposes. SHEET 2 OF 8 i
Notary Public Commission Expiration I
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NOTES r ; - ~ i ~ ; ' ~ / ~J j / I i , o ono 000
1. The Contractor shall place the health, safety, and welfare of the public and workers ~ i / - ; ' I to ~ _.r._._._._._._._._.-.-•-•-.-•-._._._._, ~ r ~ ~ , ~NCVN / ~ l I 1 / n ~Uy~~
first in all operations. The Contractor shall provide all appropriate work barricades, , / , ; - ~ , ~ , , y r / / / I / ~ al O O
warning lights, and warning signs to ensure the safety of the public and workers at all r , / , _ _ - , ~
times. The Contractor shall undertake all work in accordance with applicable local, ; + i ; /I ~ ~.A U p 50 ~ % 5~0 % 0 150 ~ ' ~i a
state, and federal safety laws. , + + _ - , I u to understandinc of all construction surve in ' , ~ ~ ' 2. The Contractor sha I gain adeq a ~ y g , , _
, / ~ , 'or to m e cement of construction. The Contractor shall verif ' ' 122 w information pri co m n y , , , ...,f , ~ AD8~ ~
benchmark locations and elevations. The Contractor shall coordinate all construction i~ ' ~ +21 • , / ~ I I / ~ ~~w
surveying (marking, locations, colors, other) with the Project Surveyor. ~ , , , 22 ' ~ / I ~ r ' ~ . a~~ ~ ~ N /r r / /
3. Existing utilities are shown in their approximate locations only. Any damage done to ~ ~ , i , ~ ~ , ' r , / ~ 1~ Cd
existing utilities (whether shown on this plan or not) shall be the responsibility of the ' ; + ; , • ; g ~ ' ,
Contractor. The Contractor shall verify the location of all utilities (shown or not shown) , , , , ~ ~ ,
rior to commencement of construction. To ensure ro er location of utilities, the ' ~ ' - - ' ' ; ~ ' I ' 1 / ~i ~
Contractor shall contact the Harnett County Public Utilities (910/893-7575) and NC , ,-2~ ' ~ , / ~ ' ~i / \ ! r'~// 11 ' i
ONE-CALL 800 632-4949 for utilit location and markin at least 5 full work days ~ % ; ~ \ ; ~ ( / ) Y 9 , ~ , / / / ~i VA ~ r / 1~~ ~li
rior to commencement of construction. ~ i / ` r 4. The Contractor shall be responsible for site. materials. The location, preservation, / L ~ ~ ; , ~ / / ~
ds a e ve etation ~ b ' - ` repair, and replacement of all irrigation piping, electrical works, Ian c p g ti ; , ` ~ ~ ~r
drivewa material and other im rovements shall be res onsibilit of the Contractor. i ti ~ / ` Y P P Y , ~tvr ,
5. The Contractor shall verif all site conditions rinr to the commencement of ' / / ~ ~ e ~ ~ ' I „c / by ;h ~ ,
construction and notify the Project Engineer immediately if any significant differences , / , r ~ ;
are found. ; ; i ; / ~ a~ ~ 6. The Contractor shall coordinate all work with the Project En ineer. The Contractor ' i ' ' ~ ' ~ ~ ~•T
1 9 , a , , ~ \ , ~ . ; , ~ shall keep the Project Engineer informed of the progress of the work and request ~ , r ~ / ~'.Z,` ~ ~ , / y...: e x~.
inspection of the work on a regular basis. The Contractor shall notify the Project ; ~ / ; / / \ ; ,
e ce: rosin / ` ' % - ' " ' ' ~ ' ' ' Engineer at least 5 full work days before the following .work groups comet n e o ~r , ~ ~ ; , , , ~
and sedimentation control measures installation, clearing and grubbing, rough grading, , + ; ' i i.~\ ~ / may'.\'\ berm
~ + ' gyp' `'.Z~Z,Q i i water supply, stormwater management, fine grading, roadway paving, landscape planting, ~ ti~ ~nl~ , . 5 • • ~ ~ ~ ~ ' version
and sedimentation control measures removal. ~ r , ~ ~ i ; ~ ~ ~ , 7. All communication by the Contractor to the Project Engineer shall be submitted in ; ~ f ~ ~ , ~ ~ . \ 1
t / / J ~ ~ i / - writin with si nature of su erviso staff and date of documentation. A transcri t of l i : ~ , ~ 9 9 P ry P , ~i'' ~ ~ i ~
, / / / , ~ ~ I ~ all verbal communication b the Contractor to the Pro ect En ineer shall be submitted ~ i ~ : , / \ 1 , 01ti
~ , / ~ 'y I , in writing with signature of supervisory staff and date of documentation. No / ~ ~ ~ ~ , Ta` ;
communication (correspondence, notifications, requests, and other) shall be accepted by ~ ( ~ , , , ` \ pl I ,
the Project Engineer from the Contractor unless received in writing by the Project ; ~ ' \ ' : ~a ' / ~ ,
En ineer from the Contractor. / ' ! _ ~a ' ~ ~ g + ~ ~d t ; / , ~ - 8. The Contractor shall undertake all work in accordance with applicable permit , ~ / , , ,
/ / ~ / requirements. Applicable permits include, but are not necessarily limited to: erosion and ; ~ ~ i ~ ~ ! \I \\I ! r:~. / ~ 96 118 ~ RD( //i
sedimentation control; water supply extension; driveway entrance; surface water quality; % , ; / \ ` / 1 / ~
and 'urisdictional waters im act. / / ~ ~ ' '
9. It is intended that existing soil fill within the project limits be utilized to the ~ t ; ; ~ ~ i A r ~ \ I r I / . v y' ` \ ' ~ ~ ' N0. 023498
maximum extent ossible to balance earthwork (cut/fill) for the project. This will be + ~ ; ~ , ~ + P , , , , , , i t ti, ~ l 1 r l 4 I v / / ~ / / ~ ~ ~ ` v ti ~ r' ;S ' ~ J;
directed by the Project Engineer if/as needed. The Contractor shall obtain written ; ; ,f , i • ; yc ~ i
approval from the Project Engineer prior to undertaking any earthwork modifications. ' ~ ; i ~ p i ' ; 1
0 e Contractor shall chi all or anic debris shrubs and trees to roduce a ' ' / % ~ ' ~ ~ • ~ ~ ` ~ ~ ` landsca a suitable sized mulch. Individual chi s shall be no less than 1.25 inches in ~ ' ~ ° ` ~ ~ ~ • • i i r ~ ~ / / / ~ / \ ~ h
ion and no more than 2.5 inches in an dimension. The or anic debris ' ' , 232 - ' ' ~ , ' ; ' ' i i i ' any dimens y g , r , , r , • , ; r ~ / / / I , / ~ ~ ` / / 1 1 / r'
mulch shall be stock filed and or s read on site as directed b the Project En ineer. i ~ ; / • % 'y` ~ / ' i i' i i / P / P Y J 9 , ~ % 115 I , so
P Y r r , b i i , 11. The Contractor shall ins ect erosion and sedimentation control measures weekl ' ~ ' ' ' / ~ r ' ' ~ I / ~ r , ~E / i r ;
and any noted deficiencies shall be repaired immediately. Erosion and sedimentation ' ; , + ; ,
control measures shall also be ins ected after an reci itation event of 0.5 inch or ' i ' + ~ ~ ' % ~ ~ ' ~ P YP P ~ r , r , / , , ,
more within a 24 hour period. % ; ' f ' ; ; ~ • ; ; + ~ ~ % ~ / \ / ~
12. The Contractor shall install sediment fence at the bottom of slo es below disturbed % ' , i t 231.36 ' ; , / ` . ' ; , ~ ~ ~ , ; , P / ~ ' Cr . 5+78.04 ' ' ''k ~ ~ ` + ~ % ` / area as indicated. ~ i i , , ~ ; , , , , ,
13. The Contractor shall remove sediment from behind fences prior to sediment ~ r , ~ ~ , { ~ ~ , + ~ ~ , / / ' / ~ / I ' •
accumulating deeper than 9 inches. The Contractor shall remove sediment from ; O / / ; ' r. \ ; ~ ' + ~ + ~ ' V I I i
sediment ools rior to sediment accumulatin dee er than one-half ool de th. ; ' i ' ' ~ ~ ; i i ~ i P P 9 P P P f i , r ' 'i i ~ ' ' ' i i ~
Removed sediment shall be placed within the project disturbance limits or in an , ~ , , ; ,Zf • ; , ~ ~ / ~ ~ ,
approved disposal area. , , , , ~ , \ ~ . \ / , ~
14. The Contractor shall remove sediment from paved roads immediately. Removed ~ , ~ ~ + i ~ ; sediment shall be laced within the ro'ect disturbance limits or in an a roved ~ ' ~ i c i ` ' /
disposal area. ~ ~ ~ ,•r , ~ ' \ ` ~ 1
15. The Contractor shall re lace materials rock, fabric, etc and re air structures ~ a ;>r ~ ; ` ~ '
entrance, ools, fences, etc if Boma ed. + + a , ' >i ~ / / ' , ,
16. The Contractor shall reseed disturbed areas as necessary after precipitation events i ~ ~ ; ~ i. r' ~ y'~`'. ~k\ L:~/v l / - \\x_11 / r , 'Q
to establish ve etation. , + r ~ ~ < r. ~ ~ ~ i :fir. , ; . ~ .~~,..,\,r, jr,.<~. v /
17. The Contractor shall undertake all maintenance operations prior to comet ancement , 0 \ , a ~ ~ , - u~ of other work activities. ' ~ - ~ \ ~ ~ i \ ' ~ r
{ I , \ 1 ~ C ~ / e /,r, 18. The Contractor shall install either erosion control blankets or turf sod on all ~ , \ ~ \ ` i. ' ` - ~ '
finished slopes with final grade equal to or greater than 4:1 (H:V) and in all channels. , , , ~ • t , \ r ~ ~,r.\., , , ' S ~ !.L
The erosion control blankets shall be American Excelsior Curlex II matting (staple i , ~ ~ , {i. , ~ , ~ , ,~:,~::<T,-\ . ~;,~jv ~ bed ~ , \
attern C .The turf shall be centi ede 2 inch minimum thickness t e as a roved - ' " ' - ` ' i r~ ' <i • : ' r
b Pro ect En ineer . 0 ~ 0 ' ~ r ~ ~ i T h„` ' Y J 9 ) \ ~ ~ ~ Sr. ;
19. In all areas where erosion control blanket is to be installed, the Contractor shall ~ ~ i i ' ~ >t • , + ~ " • • • ' >i• ~ ~.~g
prepare and seed as per seeding specifications immediately prior to blanket installation • o \ ""'r i , ~ » ; ~ , - , . r
as art of erosion and sedimentation control o erations .The Contractor shall seed all , I i /
disturbed areas per seeding specifications. Seeding rates are specified as percentage _ _ _ ~ ~ 1 t, ;
of total successfully germinating seeds by count (not weight or volume). \ ~ 20. The Contractor shall lant all disturbed area with ermanent round cover and i - ` ~ ~ I / / ~ i ~ /
P P 9 \ ~ ~ install devices/structures sufficient to restrain erosion within 15 calendar days of \ ~ ~ ~ \ , / i' ~ ~ - _ ^ /
36------------ ` ~ 1 \ ~ - completing any phase of grading. Reseed as necessary after precipitation events to - , _ ~ \ , ~
establish vegetation. i ~ 1~t~inlhyl~tilityRoadiyay - _ ,
3 hall be Cm~ ' Conduit ~ 21. The diversion berm between Sediment Pool 2 and Sediment Pool s ~ sing ` (gyp) ~ ,
installed with a crest elevation of 194 feet to match the crest elevation of the - - ~ 401foi6"Class 50 ' e`. :d o - ~ ~
sediment ool berms. This tem ora berm shall be installed with 3:1 H:V sideslo es ~ . ' _ Y~onPi ewith)~ dCa~,c ~ ,
and 2 feet wide berm to .This berm shall be removed when roadway fill exceeds an ~ \ -''22 ; P _ t ~ --Q---------- ~ ~ ` elevation of 194 feet. ~ ~ ~ , , ' I o
. ~ ~ 22. The Contractor shall maintain a current co of the NCDENR Erosion & Sediment i _ ~ :r ; ~ o
Control Field Manual on-site at all times and refer to this Manual for additional • ~ ~ ~ ~ ~
erosion and sedimentation control measures maintenance guidance. ~ ~ ~ - ~ ,
23. The Contractor shall request approval from the Project Engineer, Owner, and i ` \ ` , ; ,
NCDENR Land Resources Division officials to remove erosion and sedimentation control ~ \ , • _ _ , measures when the site has been stabilized. When removal has been a roved the ` ` ' , ~ ~ "9"'`~'~-• ~ '
following shall be undertaken: A) remove accumulated sediment from fences and pools; - ~ ~ \ ~ f' ~ ~
ermanent stormwater ~ ~ \ ~ B} remove sediment fencing; C) convert sediment pools top _ _ ~ ~ , , ,
management measures; D) inspect all disturbed ground for adequate vegetative cover; ~ ' , ' - 122` •.'.,1.
- ~ ~ { E) seed (and reseed as needed} all disturbed ground; F) and notify Project Engineer, - - ' ~ L , i ; \ i \ • ~ 1 C
t ro'ect has been coin leted. ~ a \ ~ / Owner and NCDENR Land Resources Division officials tha ~ ~ ~ ~ ~ ' ~ P J P _ ~ ~ ~ \ ' r ~
24. The Contractor shall convert sediment ools to ermanent stormwater management \ \ °1 ; ~ ~ ~ i P P \ . / ~y ~
measures as follows: A remove all runoff sediment from ools• 8 remove skimmer - 48, ~ \ ~ ' + / ~ i ~ '
and seal/grout/cap drain pipe; C) scrape sediment from the pool to 3 inches below ~ \ , ~ \ ~ ; \ ~ ~ ~ i / i ~ i , \ V o
final elevations; D scarif ool to 2 inches below surface; E seed and install erosion i ~ ~ ~ ~ i ~f' i ~ ~
install wood . ~ - ~ ~ ~ ; / , ; control blankets or sod surface as directed by Project Engineer; F) y , , ~ , , / ~ ' rr / //fir 2``' 111 ,i\\ o
landscap veg a , ~ , ~ ~ . ~ t \ ~ / 25. Topographic information from. multiple sources. ~ , ~ ; ; '
~ ' ~ / / ~ i \ / j O 0 0 / / \ ~ ~ ~ V U
~ 1 ' 1 , ~ L / o _ 123 ~ I. ; / ~ o 0
e \ , / / / g 20 (50 RW) 6 rOWne ~ \ \ ~ t , S o w w
shoulder 1 ( ) ditch _ s , ~ , ~ ~ \ ~ \ ~ , ~ , / ' ' 108 ~ ' ~ \ ~fbt~ o ; , W o 0 / r ~ , I i .p ~ ~ I it / o o ~
10' S0' RW Roa Wa • • ~ - _ \ \ \ ~ '
9 45 RW 2" SF9.5A ~~6' ~ ` \ ~ a i i
ectlon wa - ~ ~ _ ~ ~ , ~ i _ 1 1 ~ \ I i 1
/ ~ >
- \ \ ~ ' ' ' r / , i I /I ! / , 1 br .~tv~ya$ ~ ~`.2~2'Q . 5 . ~ 11 li I I ii I , ~ o 0
~ \ ~ ~ _ i
~ ' ` i ` ~ ' ~ ' t Right-of•-Way • • ~0~ ~ ~ ~ ~ ~ r r ll . ~ / ) / / i ~ ~ SCALE
45' or 5d ~ _ ~ ' ~ l 1 1 ~ ~ / i i r~ HORIZONTAL: 1 ° = 50' ' ~ ~ .124 • ; ,
( ) ~ - / / / '1~7- / , ~ ~ I ' i I ~ / ` i VERTICAL: N/A I I ~ I ~ , / i ~ ~ DRAWN BY: TSB
$ 20 5o RW , _ 6 u ere evate ; ( ) , / r , ¢ \ I I ,'y '1 / r ~ i' DESIGNED BY: TSB
shoulder ( ) ditch ' • ~ - ti ~ / Roa wa _ , 1 I 1 i / ~ , REVIEWED BY: DRL
i9 45 RW /-2 SF9.5A Cnr+tinn _ ~
i it r'r ~ \ ~O 11 I ~ ~ 11 rl ! ~/i 11 FlLE NAME: 070612AD.DWG
I AJVV~1V11 ~ \ ~~1 •p~\
---l% o 27* IAA
DATE: 2007 JULY 30
M ~u.. " f ' SHEET 3 OF 8

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~ v •n ~ v v = cn REV Yl'Yt'.MM.DD DESCRIPTION
D r m ~o~ ,,,,,,,,I~~,~,,,, an = r~ m ~ur~ ~ N~ q~ Land
z z ~ ~ m 01 2007.09.04 Updated culverts ~ Z p ~,•ay~ , No,~n~A~,~\\ rn N A mm rD-Z .~G) r" ,rye
o ~ vow ~ 02 2007.10.02 Entrance widenin materials labeled z o m -c 9 ~ ,c4, a ~ w.. ~rD. 7 : ~ ~ . S~ Water
-I' ~ O ;<;C-I ~ UI CR ~ p v w II ~ ~ N D VX n a~
o ~ A~ r w ' . •WP r i Infrastructure, PA
'rl W N i ''.J PREPARED FOR: ~ ~ . 1271 Old Highway #1 South
00 ° Ome a VIII Investments LLC 910 864-0247 ,9 d~o`~ ~ 9 ~ ~ ) Southern Pines, NC 28387
5506 Yadkin Rood n,~UE ~ti~~`~ in~~nt Facsimile: [phone]
Fayetteville NC 28303 Voice: [phone]

i I
~ p pMp pip
NOTES r and MTPIug with Concre 11 U
~ Anchor (at pipe~end) I • ~ ~ U ~ ~ ~z00
P 1. A reconstruction meetin of the Project En ineer, Contractor, and Harnett County 9 J 9 ' ' 'es re resentatives shall be held rior to construction. Public Utility p p • ~ 3
2. The Contractor shall notif the Project Engineer (Thomas S Blue PE PLS,
Y 1 910/690-5922), Harnett County Fire Marshals Office (T J McLamb, 910/893-7580), 00 50 50 0 150 vv ay i ~ ~a°'o
and Harnett County Public Utilities (Lonnie Crenshaw, 910/893-7575) of work intent at V 0~~.~ AD83 ~
least 3 standard work days prior to start of water supply system construction ~~w 0 ~1 ~ N
0 orations. The Contractor shall coordinate with the Project Engineer, Harnett County P S3,y ~ ~ ~
Fire Marshal's Office and Harnett Count Public Utilities re ular ins ectioh and a royal ~ Y 9 P PP
of the water supply work. The Contractor shall notify.. the Project Engineer, Harnett 0 ~~y ~ ~
Count Fire Marshal's Office and Harnett Count Public Utilities of ex ected completion y ~ Y P ~
at least 3 standard work days prior to water supply system construction completion. In
the event that the Contractor does not ro erl notif the Project Engineer, Harnett P P Y Y County Fire Marshal's Office, and Harnett County Public Utilities, the Project Engineer, i g+/- If of 2"
Harnett Count Fire Marshal's Office, or Harnett Count Public Utilities may require the ! ~ Water Main
Y Y '0 Contractor to remove all water supply system components installed without the . (SDR 21 PVC)
necessary inspections and replace under the required supervision, review, inspections, L ~ ~ p 621E of Casing Pi ,
and tests at no additional cost to the Owner. 3 F Valve, Reducer d
3. The Contractor shall coordinate all inspection and testing of water supply system ~ ufure ' ~ Blow-0 sembly
with the Project Engineer and Harnett County Public Utilities. All water supply system ~ ~ (atpi end)
coin onents shall be tested per current minimum requirements of the County of o 0 P Harnett and the State of North Carolina. All water mains, valves, fittings and
appurtenances shall be hydrostatically tested to 200 psi in accordance with Harnett o ~ 117 Q
Courit Public Utilities s ecifications. All water sam les for bacteria testing shall be ~ Y P P ~
collected by Harnett County Public Utilities.
4. All water su I service meter boxes shall be flush with ground level and setters PPY s I o,~`~
shall be at least 8 inches below the box lid. 0 5. Fire hydraints shall be installed in coordination with the Harnett County Fire
Marshal's Office. The Contractor shall verif a royal of all fire h drants by the Harnett Y PP Y 1 p4
County Fire Marshal's Office. I o
6. The meter sets shall be installed in pairs at the property corners. These shall be ~ I oC~
installed 1 foot within the ri ht-of-wa and 5 feet to 6 feet from the property 9 Y 0 ~ Meter Set ~J~~ (gym)
boundary between lots.
7. Meter sets for water services shall be supplied water through an independent 3/4
inch service that connects direct) to the water main. Water service pipes shall be SDR Y ~J 11b ~ 50 ~ 3
9 polyethylene CTS tubing approved by NSF and AWWA. The tubing shall be pressure rated for 200 si or reater. Water service i es under roadwa s shall be installed 118 ~ ~0~;--,,
P 9 PP Y through two inch SDR 21 polyvinyl conduits. Two water service pipes may be installed 0 j ~ ,
throu h a sin le two inch SDR 21 polyvinyl conduit. Split services are not allowed. All 9 9 o b~ a;~ y.
meter sets shall have a 3/4 inch x 18 inches brass nipple on the lot side of meter. a _ SEAL r, _
8. The water main shall be bored and jacked across Ray Road utilizing 16 inch 1 ~ = N0. 023498
smooth wall or spiral welded steel pipe with a minimum yield strength of 35,000 psi.
The casing shall conform to ASTM A139 Grade B or ASTM A53 Grade B. The water su I i es throu h the casin shall be ductile iron supported every 6 feet with steel ; 0 11+/- if of 6" Water Main ~'~~S ~
PPY P P 9 9 alignment guides. Flexible casing seals shall be on each end of casing. The casing 1761+1-lfof 6"Water Main ~I i ~ , (SDR 21 PVC)
length shall centered between the roadway edges. (SDR 21 PVC)
9. The tapping sleeve shall be air tested for leakage by the Contractor prior to tap. i o
The testing shall be observed by the Project Engineer or Harnett County Public Utilities. 0`~ ~ 115 ~ s Valves lay '
' s shall be US steel and shall be thorou hl swabbed i~ 10. All water supply system fitting g y ~'7Eiyd~ant Assembly,
inside with HTH solution immediate) rior to installation. YP 11. Number 12 gauge soil copper wire, coated for direct burial wire with corrosion Gbo'~ and MJ*Plug with Concr (f~ Anchor (at pipe ~d),,~
protection, shall be installed as a tracer. Tracer wire shall be brought to the surface
on the outside of valve cans and be encased in a terminal board with weatherproof
box. At 500 feet intervals, anodes shall be soldered to the tracer wire and the tracer 0~
wire shall be brought to 18 inches below finished ground elevation. Valve box tops ;
ale for tracer wire feedin such that the tracer wire 0 shall have a number 8 gauge h g
tangling around valve wrenches is prevented. No underground spliced tracer wire connections shall be allowed. Before backfilling, tracer wire shall be secured to pipe i 119
top with duct tape, equivalent, or superior performance material i ~ 0
12. All water supply system pipe joint deflection angles shall be the lesser of 10.4 ! S° U j
Standard Ea degrees per 20 feet pipe length and as indicated by the current Uni-Bell PVC Pipe S~t ,
Association Handbook of PVC Pi e. P
13. All water supply fittings larger than 2 inch diameter shall be of ductile iron o b ith ri yin s. Glued i e 'oints shall -
material. Mechanical Joints shall be aysem led w g p g p p J not be allowed. i
14. All water su I i e shall be installed b the Contractor with 36 inch minimum ~ ~ PPY P P Y 114 ~
round cover above i e to . 1 9 P,P P 0 1 7 ~z
15. All water supply pipe shall be installed by the Contractor with 18 inch minimum X113 , ~
vertical separation and 10 feet minimum horizontal separation from non-potable water ~M
supply pipes and appurtenances unless specifically indicated otherwise. This includes stormwater management, sanitary sewer, and landscape irrigation components. In cases ~ S° 120 ~
of exceptions, ductile iron material and/or steel casings shall be employed. ~ U
16. Water supply pipes crossing over stormwater pipes shall be cased with 16 inch p 112 , , ~ ~
smooth wall or spiral welded steel pipe with a minimum yield strength of 35,000 psi. o ~ ~ ~
The casing shall conform to ASTM A139 Grade B or' ASTM A53 Grade B. The water eterSet O
supply pipes through the casing shall be ductile iron supported every 8 feet with steel (typ) 221+/- if of ~ ~ ~ ~ ~
n of casin .The casin 221+/-ifof~ alignment guides. Flexible casing seals shall be on each e d g g ' e of the culvert. 2"Water Main 2" Water Main h I ~ Z t°
shall extend 10 feet from crossing centerline on each sid ' i 5 feet of roadwa centerline ~ 0 (SDR21 PVC) 17. Water supply pipes and appurtenances with n 2 y (SDR 21 PVC) ~i Reducer and 11 S ~ ~ ~ o
; intersections shall be installed by the Contractor such that top of pipes and ~ ' Valve 0 A' ~ T 0 121 p = ~
appurtenances shall be at least 75 inches below pavement edge elevation (other than
at the Ray Road crossing). ~ 11+/-lfof6"Water Main Blow-Of Blow-Off ; ~
18. Unless. specifically noted otherwise, all water supply pipes shall be pressure rated (SDR21 PVC) Assembl ~ J „
at 200 si or reater, manufactured of SDR 21 PVC or Class 50 Ductile Iron Pipe, (atpipeenc P 9 0 a Assem~bldy ~ ~ ~ 11 11+/- if of 6" Water Main ~ M (p p ) ~ ~0 (SDR 21 PVC) ~ ~ ~ o
and shall be suitably protected during loading, transport, unloading, staging, and
installation (including excessive sunlight exposure). 111 ~ ~ Q ~ ~
19. The Contactor shall ost a co of the "Authorization to Construct" permit ~ : = t P PY document issued by the North Carolina Department of Environment and Natural i Valves(a;2),Hydran 10+ - of I - , 6.. Wa Valves (x2), ~ ~ ~ ~ ~ z
Resources (NCDENR) Division of Environmental Health (DEH) Public Water Supply Section - - '-'~lssemh)y,~andMJPlug ~iydrant Assembly, _ Y ~
t shall be ooted in a eas -to-read 1 with Con.crete~iectior (PWSS) at the protect site. The permit documen p y 110 and MJ'Plt~ with Concre W ~ > o
location near the ro'ect entrance or construction office. The ermit document shall be atpipeend} P J P ~ Anchor (at pipe~end) v ~ ~ ~ o ~ ~ n`~. o'co
posted prior to the start of construction and shall be maintained in good condition 6 xb ee ~ ~ w a~ o ~ o!E~no
'ect water su I construction rocess. andV ve - throughout the entire prof pp y p
20. The Contractor shall undertake water supply construction work only during the 0 5:00 m Monda 1 ~ p0 i
Harnett County Public Utilities normal work time of 8:00 amt p y through Friday. Work during other times, such as holidays and weekends, shall not be r ` i
ermitted. P ~ 122 i i
21. The Contractor shall provide Harnett County Public Utilities submittals for all 3 i i i
project materials prior to the construction of .any water supply components. Project c, i o c
materials shall meet Harnett County Public Utilities established specifications and be ~ ~ v o
a roved b Harnett County Public Utilities. PP Y a 1 w ~ a 109 !
22. Meter boxes for 3/4 inch services shall be 12 inches in width by 17 inches in b 18 inches in hei ht. Meter boxes for 2 inch services shall be 20 inches in ~ 1 0 0 length y g I o ~ v E
width by 32 inches in length by 20 inches in height. Meters boxes and lids shall be c m m i i ~ m
constructed of ABS lastic a ual or su erior erformance material. Meter box fli , m P~ q P P P ~ ~ j / E N
covers shall be constructed of cast iron, equal or Superior ,performance material. i E j ~ i z o° m
23. he Contractor shall full uarantee the water su I s stem throu h an a roved ' T Y 9 .PPY Y 9 PP O ~ c
warranty for 1 year from the water supply system acceptance date. The Contractor ~ ~ 123 a~~; " v v
shall be responsible during this time for any repairs due to leakage or damage 0 ~ resulting from poor workmanship. Harnett County Public Utilities shall provide ~ ~ ~ ' ~~t4t / w a 'o 'o e$ i
' Hance when re uested and invoice the Develo er and or Contractor if necessa a ~ mainte q p / ry onto i 108
24. The Contractor shall provide the Protect Engineer with a complete set of 0 $ / o ~ o I, ek'@/~ i/ ~ 00 0
red-lined plans. These plans shall accurately identify the installed locations of the •~s~ ' • ~ ~ o B d e ~ O
water su I s stem cam onents. All chap a orders shall be identified and referenced ~g8~~ ~ OX to APP Y Y P 9 ~ Wa 0 , / ~ N N ON
on the red-lined plans. ~~r,~I m ``~rd • \ J
25. The Contractor shall adequately dig to expose all utility components and other , j ~ W ~ N N I IL' O O O Q /
features which may conflict with construction. This hall be done in order to verify i c i m with Harnett Count Public Utilities and ~ ~ I
locations (horizontal and vertical) and onfr y i the Project Engineer that clearances are within acceptable tolerances. The Contractor • ~ ~ •0,~, ~ ~ i SCALE
m b the Project En ineer when unacce table 0~ shall request redesign of the syste y t g p 124 HORIZONTAL: 1" = 50'
tolerances are discovered. ~ / VERTICAL: N/A
tilit ~ 26. The Contractor shall coordinate with Harnett County Public Utilities and other u y 40.S1fofCasingPipe 107 i/ DRAWN BY: TSB 1- ~ J / DESIGNED BY: TSB
' relocations Burin construction o orations. This Contractor ~ providers for temporary utility g p (bored and jacked) • • ~ ~ ~ ( / ~ REVIEWED BY: DRL ( i
shall undertake such work in accordance with utility provider requirements. • • ~ ~ i/ ~ FILE NAME: 070012AD.DWG
27. All sanitary sewer system components are shown for reference of proposed future Q~bp~ Tonninrt Clnr+nn ~n~ ~ ~ • .
system installation only. No detailed sanitary sewer system installation information is " !V v
sewer system is intended to be installed through use Valve (840+/- if along Ray included in this plan. No sanitary
of these this plan Road from Fire Hydrant at . intersection of Ray Road and DATE; 2007 JULY 30
Creeksville Church Road) i i
i
SHEET 5 OF 8
i

I I
pip OMO 1p

En i n oa wa a etation trance a etat o Y
Southern Magnolia T e Count i ~ ~ ` - t~
P (Magnolia grandiflora)
Southern Magnolia 3" cali er ~
Ma nolia randiflora P American Holl 2 ( g 9 ) Y
3" caliper Southern Magnolia 2 `
American Holl Wax Myrtle 72 Southern Magnolia y Yau on Holl 212 oho ' ora
Ilex o aca (M~ grandtfl ) ` ( P ) n 3 capper ~ 2 caliper ~ ~ ~ ~ ~ N \ \ \ W / Ii~. ~ ~
` ` ` v/ wv ~ ~ ~ ~
Centipede Wax Myrtles 1 ~ ~ ~ w.i
Turf Grass (Morelia cerifera) ~ ~ ~
5 a g lion 6' C-C Southern Magnolia \ ( r
6 (Magnolia grandiflora) ~ 6 ` i ~ \ _ - -
311 ~p~
Wildflowers q.' ' ~ ~ Z ~ _ ~
Wildflowers 9 • • 9, 2 .
4 >
2 • American Holly ~ ~ ~ ~
• " , " (Ilex opaca)
2" cali ~ ~ ~ ~
>
Standard Standard . Right-of-Way
Easement Easement • • • DwarfY,~u onHollies P • American Holl "
" , (Ilex vonutoria Nana) Y Elevation View ~ _ 3 gallon (Ilex opaca) " Ray Road Vegetation
. +1 r " . - 18 C-C 2 calipe
Entrance Island
r'.
+ + ~ • ' * ' "P' eland Wue Seed 1 oz Black-Eyed Susan
(Rudbeckia hirta) and 1 oz Eastern
+ ~ Dwarf Yaupon Holhes Purple Coneflower (~'~chinacea
+ + + a + ~ . ~?1 /t~ . + ;t + . . (Ilex vomitoria'Nana) • ~ purpurea) within islar?d interior after
k f + P ~ + + ' 3 gallon + + + ~ ~ " installing shrubs. ' ~
1~agnolias ~ , , + ~ , 18" . " , R
~ Install alternating 4"!pots of /y9s
+ + r + ~ ~ + + + ~ ~ ~ ~ Black-Eyed Susan and Eastern Purple ~
Coneflower on 6" ce',nters. _ SEAL ~ : N0. 623498 ~ W.
+ ~ ~ :S ' J: Install flagpoles. along .island
centerline at 42" and 12' frorn '.~~i9SN~.l,
> ; ti 15 Spacing back-of-curb opposite Ray Road.
Hollies ~ • f
`.i' ~ ~ ~ . ~
d Wax Myrtles Vlyrtles ~
. ~ (Morelia cerifera) ;lla cerifera) ~
+ ~ S gallon on + P ~
r:. ; ~ ~ ~J
` ' ihyarf Yaupon.Hollies
* \ eX VOmltOrla `i~afia' • • r ~ ' ~ ~ 3 gallon f
~
+ + + . . "Pme1a~ gPass. + + , + ~ + ;(Aristida'stiicta•
+ + + \ ~ + ~
+ + ~ ~ ~ " + + ~ . O
\ +y + U
+ + ~ Z
+ • + + + O
7 " ~ ;7.5 Spacing ~
~~:Magnolias ~
to Holh~s +
+ r + Z
+ + # + ,T } . r + + + ~ ~ ~
+ +r +"tt r ~ ~ + + O
~i Z ~ + ~ ~
' Plan View U O
~ ~ 'C~ N
Entrance i s + ~ ~ z W I
2" thick masonry
or stone veneer B ioretentlon ens
Eastern Red Cedar ~ + ~ + ~ ~ 7 J J
(Juniperus virginiana)
2" caliper
~ M ~ ~ ~ ~ ~ ~ ~ Q ~ + +
8"x8"x16" concrete block ;te block ~ + + ~ `.J U ~ ' ~ N a~
Plan View Wax Myrtle (Morello cerifera) 1`j V. VA OC~Z
5 alllon Section A-A 9
" /
Plant tree at top inside ~ 12' ~ ~ Q W ~
edge of lower berm I ~~~~~~~~~X~~~ ~N/
' + ~ ~ ~ ~ ~ L.f~ ~ ~ E to p a_ou~~
8'
Extend 6" thick illar :k pillar ~ ~ ~ ~
P 2 thick masonry cap 6 beyond each leach
Plant shrub halfway down or stone veneer alon u er cut sloe edge of pillar. Mortar Mortar ~ ~ ~ ~ ~ ~
9 PP P ca in lace. P P
,I 0 ~ + + ~ +
1 L
N
Elevation View j 0 ~ ~ x ~ ~ ~ ~ ~ ~ ~ C
A A' ~ ~ ~ ~ ~ ~
O m
_ _ Finished grade
//i fq
//i
/ / / Compacted
10 S acin ~ / / P g ~ ~ ~ ~ Soil S~
Red Cedars ~ • ~ii ; r ° ~ u. r, ~.1:~',~ , . ,~l , //r~r////////fi/fir////~ ~ ~ ~ ~ ~ ~ ~ f ~ ~ ~ ~ ~ r 0

\r- W ~ O
SCALE
4" gravel base Masonry blocks shall be constructed HORIZONTAL• VARIES
18" below finished rode and first (NC[)OT #57 stone) 8 x$ x16 6' S acin g concrete block P g row of blocks shall be filled with VERTICAL: N/A
Wax yrtles concrete DRAWN BY: TSB DESIGNED BY: TSB
REVIEWED BY: DRL
\ FILE NAME: 070012AD.DWG
DATE: 2007 JULY 30
SHEET 6 OF 8
i

„~I ~NN~
SITE SEEDING NARRATIVE CO~ISTRUCTI()N ENTRANCE Maintenance: Inspect gravel pad at least one per week and after a ~ V ~ ~
(NTS) each rainfall. Maintain gravel pad in a condition to prevent mud aj m Z o^o^ and sediment from leaving construction area. This may require ;E-+ ~
The site is bein develo ed as the first hose in the first section Section 01 Phase 01 of amulti-section residential I. GENERAL SEEDING AREA PREPAI~ATION 9 P P ( ) periodic topdressing with stone. Immediately remove all ~ ~ ~
single-family home community. The' site is locatE:d along Ray Road in Harnett County (North Carolina). The site appears objectionable materials spilled, washed, or tracked onto public U ~ • c
to have been rimaril utilized for a ricultural ur oses, includin swine o erations. The site current) has relative) s arse 1. Verify with Project Engineer. the areas to be prepared as seedbeds. P Y 9 P P 9 P y Y P s all be mowed and raked with rou h chain link fencin or similar a ui ment. ve etative round cover with scattered areas of oun trees and associated forest litter. The site has slopes ranging 2• Areas to be seeded h g g q p Q~ roadways. 0~'~
g g Y g 3. Lar e rocks and other obstructions shall be removed to im rove the robabilit of successful ve etated cover from approximately 0.1% to 20~, with slopes outside eroding gullies generally ranging from 0.1% to 5.5%. The soils on 9 P P Y 9 ;d cover ,~p~ QOfl ° ~ ~ ~ w
the site are of the Blane Bibb and Gilead series. The Bibb series is alon Ra 's Branch. The Blane series com rises establishment. Y• 9 Y Y P Ib ac and commercial fertilizer 135 Ib ac nitro en 75 Ib ac hos hate 75 Ib ac
ibb series is a sand h dric soil. 4. Apply agricultural lime (3,000 / ) ( / g / p p , / most of the site, with a small area of Gilead near the entrance from Ray Road. The B y y te, 75 Ib/ac m , Q°~°\~1a ~ ~ ~ tad
The Blane and Gilead soils are sandy looms. The purpose of this plan is to guide. construction operations and relate potash) uniformly and thoroughly mix with soil. . Y
environmental rotection measures during infrastructure construction activities. The maximum area of disturbance is 16 5. Seedbed shall be smoothed as needed such that the depth of surface ridges does not exceed three (3) inches. P (3) inches. Q ~ ~
acres or less. II. GENERAL SEEDING PROCEDURE
fl,°~°°o~\fl•a ~a
GENERAL CONSTRUCTION SEQUENCE 1. Verify with Project Engineer the type of seed mix to be applied in the various bed areas. ~°°o~°ofl -obi ~o ,
„ 2. Seed in accordance with the schedule below, adding 0.15 Ib / 1000 sf Rye Grass (Lolium multiflorum) to each s~ o ° fl, e° °70°~°°~ a \ i) to each seeding ~ ~ , \\a
1. Install safety barricades, signs, and other measures as appropriate, including roadside NCDOT approved Construction t e and addin an additional 0.15 Ib 1000 sf R e Grain Secale cereale to each seedin t e between the mont YP 9 / Y ( ) 9 YP ;en the months of ~ ° ~ Q \ ~ \ ,
Entrance Ahead warning signs at 500 feet and 1000 feet from construction entrance along both sides of Ray Road. Se tember and A ril. all sediment fence construction entrance sediment ools and diversion berms. P P 2. Inst , p ~ 3. On areas where erosion contra) blankets or sod are not to be installed, mulch with straw or hay at the rate of Q \°a\fl ,°°\o a ,a ° o ao .
3. Clear areas to be graded and grub roadway grading area. Ib ac between the months of Ma and November, and mulch with straw or ha at the rate of 4,000 Ib/ac between the rate of 3,500 a ~ ~ \Q Q Q , a\ fla
/ Y Y 4. Grade roadways and stormwater management measures (channels, etc). months of December and A ril. lac between the \
a urtenances. P 5. Install water supply pipes and pp 4. Tack seeded areas at the rate of 8 al 1000 sf. fl,a\o~ofl-°
9 / 6. Install stormwater pipes and structures. fl ,°\Q o 0 Geotextile Filter Fabric Liner \ \fl ,
7. Begin fine grading and road base installation operations. Maintenance: Seedin and amendment a lication shall occur once a ear or more fre uently on areas where needed where needed. , (Trevira Spunbond 1135 or Miraft 600X)
8. Install entrance turn lanes and curbin . g PP Y q 9 9. Pave roadways.
10. Prepare, amend, and seed all disturbed areas. Scientific Name Common Name Seedin Rate Ib ac
11. Install erosion control blankets. Well graded 2" to 3" washed stone
12. Install landsca a ve etation and entrance features si n, other). P g (g Ascle is tuberosa Butterfl Milkweed 1.00 (6" minimum thickness)
di sion berms. P Y 13. Remove sediment fence and ver Aster spectabilis Showy Aster 0.75
~ Note: Repair. and replace erosion and sedimentation control measures during construction as necessary to prevent any Cassia fasciculata Show Partrid a ea 1.00. Y 9P
sediment from leaving the disturbance limit. Chamaecrista fasciculata Showy Quailpea 1.00
Diodia teees Poorjoe 1.00
Echinacea purpurea Purple Coneflower 1.25
Eu atorium maculatum Joe P e Weed 1.25 p Y EROSION CONTROL BLANKET nadensis Rose Mock Vervain 1.00 Glandulana ca SEDIMENT POOL (NTS)
(NTS) Helianthus annuus Common Sunflower 1.00
Lespedeza capitata Roundhead Lespedeza 1.00 Faircloth Skimmer ~(N 0~
- - Monarda didyma Scarlet Bee-Balm 0.75 or approved equivalent •ij~ 02., v
/ / Panicum dichotomiflorum Fall Panicgrass 1.50 B ?z'~ SEAL ~ -
~ Panicum vir atum Switch rass 1.50 /~/i / /i \/i~/ \~i\ /~/i\/i\/~\/\ g g \ \ ~ \ ~ ~ 2° I c ed Susan 1.00 \ \ Rudbeckia hirta B a key Berm To : N0. 023498 W`
4' Salvia splendens Scarlet Sage 0.75 Geotextile Fabric (Trevira %yp J~
/ ~ / \ Schizachyrium scoparium Little Bluestein 1.75 . _ . _ _ . _ . _ . _ . _ . _ . _ . _ ~ S illwa Spunbond 1135 or Mirafi N~r.•1,
/ / \ Sorghastrum nutans Indiangrass 1.50 Storage 3N~~ ~ X~~~~\\~~\~\ ~ 3y~ 1 V 600X)
3 Tridens flavus Pur leto 1.50 . 1 P P / 3° / ~ i~~~ \T~ ~ ~T~~~~~\~ ~~\~~~\~~i tom.. T i iii ii i i~i~i i ii ~ ~i iii iii ~i ii ii Drain Pi e
~ I l~ l ~l\~' ~ ~`\I \l~~ ~ll~ i i i i~ ~~~~i~~~ ~ (6 diameter
l~~' ~ •l/ ~ r l.>'I ~ 11 l~ l l~ ~ /
r /i'/~//i//i////i//r`//i//i//i//i//i//i'/i - CONCRETE CUR B ~~`l~~l`~~`" l~i~ll~~. ~l~Cl::`Ilr~l l ~l~~y ~li~\~ ~ ~ l/~~ PVC N. i1 . n. ~ ~ l ~l\~//~l l~~ I~ l l Ili l/ ~ ~ ~ `7"~~ l~~/\ \ 7~ ~ ~ I I/ lr T ~l 7 /lam l1/ ~ I l~~ l ~ h 1. l ~ ~ ~ l~ ~ ~ l% ~~h ~ ~ir~ ~T / li p lam/ l l~'l~ l l~ ~~~1 ~\~ll mil'
(NTS) NOTES Place baffles along length of pool as ~~"~~\/T~\~I`~ih ~lr\/ /~`/~~r ~/,~/,~rr / \~~/~~i\// /i/ /r~i\ `/~<\~~1~
.IJ\~y~~~~!l.~i~h~„. indicated on plans (3 baffles total) g' ,\,./~~~'r~'r'~'~~ 'C(
er uare Yard - 1.75 steel stpples (12 long) p Sq 1. When used on high side of roadways, the cross slope of ss-slope of the Section A-A' See plan sheets
utter shall match the cross slo a of the ad•acent avement :nt pavement and Compacted for elevations, grades,
R. 1/8 R: 3„ the thickness of the lip shall be 6 inches, unless otherwise s otherwise shown Soil Geotextile Fabric (Trevira
on plans. A Spunbond 1135 or Miraft and shape of
NOTES 2. Concrete in curbs shall be 3000 psi, with fiber mesh rein er mesh reinforcing. Berm To 600X) each sediment pool ~
\ , 1 • American Excelsior Curlex II erosion control blankets shall be installed on all slo es of 4:1 H:V or stee er where sod is \ \ \ \ \ , i iiiiii~iii 3y'1V ~N~w iii~i~i ~iiiiiii ~i~i~i~i~~i~ii~i~i i i i ~ iii~~ii
P ( ) P \ \ \ \ D not laced. / / / P `~~~\~\~\~\\~~~\i i~~~\ ~~ii i Sit wa %~~~/~~ii~~~\~~\\~~~\i~\~~~~ ~ \~~~\i~~\~~~~~~~\X\~~~\~~~T~~~~~~\~ ~\\~y~~ ~(~/T~~i~i~i~ ~~T~~\i i~ ~ ~i ~T ~T i \ ~ r ii iii T~~i`~ii T~\~ ~~i~~I~~\~T~T~~~~~~~~~~~~~~~~~~i~T I~I~~T i\i~
\ \ \ 2. Soil shall be prepared soil before installing blankets, including application of seed, lime, fertilizer, and all other \ \ \ \ • ? • • „ » \~\%\N\~\/~/~/\~/~~\/~N/\/\~j~/~~/~~/ i\~/ ~~i\ixi~i~~~i~i~i~i^~~ i~i~i~T~i~i~ i iii ~~~~i~i^i^i~i~i~i iki~i~~~i~~i~~~~ ~~ix~ i~ \i
amendments. / / / / + / /2 \ ~~v~X~~~~~i~~'X~~v` ~i~~~i ~~vy~~~~~~i~~vU~i~~~ i ~ ~~v~ ~i~~i^iy~~i~v~ ~~~i~~~~i~~~i~ y~~i~i~~i~ O
3. The to ed e of the blanket shall be anchored in a 6 dee x 6 wide trench (unless otherwise indicated). \ \ • P 9 P / / / D, ' / / / ? a D ? 1~~, r li ~i/i l ~ii~~ U/ T~// 1. 1, ~ ~ , l 11 lip ~ l l
4. Backfill shall be laced and com acted in the trench after sta lin . / / / / . =.p . P P P 9 .••6. . ~~(~~~\~~\i/~~~~~ ll~~i~~~\i'~~~<l~ l l \~li ~r l r\ri ~l ~ i~l\1~~~~~i~l~\~`~ ~~%~\~~\~ir/~ ~~T~\~l~\ ~ ~ • A, ~lll~ n7/l~rlh
5. Blankets shall be placed d over en w t a p / / / / . D . ' . • • .D • . , , • a ' •Q
6. Overla in blankets shall be anchored to ether with sta les a raxima;el 6 a art. ~ \ • . . d D ' ' q
7. Blanket overlap shall always be placed such that lower blanket is downslope of upper blanket. / / / . , • be followed. \ \ \ \ • • '•D • • • + " 8. Manufacturer guidelines and recommendations for blanket installation shall \ \ \ \ \ • • • • •D? . •'D . , v1
9. In loose soil conditions, the use of longer stakes may be required to properly anchor the blanke s. / / / • c , • ' ' . . • • *Note: baffles are similar to sediment fences O
• in general appearance and construction Skimmer
Maintenance. Ins ect erosion control blankets at least week) and each rainfall event of 1 s. inch de th or rester. / / / D.. • ' : ~ • , . ' „ • • . • ' ; ? , ' > + , , \ \ \ r ? D•
Immediately repair damage to blanket and eroded soil. Maintain proper contact between blanket and ground surface (adding \ \ . ~ ' , , P•? +.D' • Pool; Storage Surface Orifice ° J
and re lacin sta les as .needed .Maintenance shall be continued until soil is ermanentl ,stabilized. / / / / • . . D • • • . • • ?
/ / /
• • . ~ 1 11,805 6,157 2.5 ~ ~ ~ ~ ~~T~-~~~~ 2 ~ 7,959 5,580 2.5 I' Q ~
0 , • VEGETATION INSTALLAI-I N " , . 3 6,483 6,229 2.0 e ~ o
• ~4 NTS \ \ ( ) . / / / / 4 6,860 5,596 2.0 Q z rn
• • / / / / .
/ / / / / ~
• \ Three (3) inch thick layer of compost or pine bark mulch over backfill mix \ \ \ \ \ ~ . \ \ \ \ \
/ / / / / / of 3:1 topsoil:compost or pine bark. Thoroughly and evenly mix one quarter / / / / / / / / / / / . \ \ \ \ \ \ ~ ~ o
1 4 ound of 10-20-20 fertilizer and one 1 ound of a ricultural lime i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ (/)P ()P 9 \ \ \ \ \ \ \ \ ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
into the backfill mix before lacement into excavation./ / / / / / / / / / / / / / / / / / / / / / / / / / / / P h~,~ ~ ~ ~ °o cv
s~ Place two 25 pound sand bags on the pool bottom to provide a support for ~ ~ ~ o ~ ~ Z
the skimmer above the settled silt/mud layer ~ ~
PP^^ D-v
SEDIMENT FENCE v' ~
Construct 4" high berm around edge of excavation. (NTS) e Post 1.331b If min Ste I ( / ) Linq Visual Barrier Fence, Volm Vision Visual ~ o d ~ co
Barter Fence, or approved equivalent fabric ~ ~ U ~ E,°n o o_o~n~.
Filter Fabric Mirafi 100X or e uiv ~ a ent To ed e o n
~ ~ f fabric at 18 abov ~ e round Ul Vi Fund surface Steel Post (1.331b/If min)
surface
~ Remove top one third (1/3) of root ball wrap bE.fore placement into excavation.
/ ~ Strip remaining root ball wrap when placed into excavation. ' r!~ ~ ~ / //~r o 0 _l r~ l ~l~ l r ~ y ~~T 11 ~\lI ' l~l~~~~\l ~ 0 0
/ lr lr~
1 1 li l~T~l ~/i ~ 7T,~iT l/fir l l,/ l l~ i~~ o o ,~T ,r/fir l~ ~ l~/~~i~ ~ ~li~l~ l L~ l l~~ i r~~ll ~ r l 1:11 ~ ~ r •H
2x Root Ball _ Loosen subsoil to a minimum of six (6) inches below bottom of root ball. l `li lI1 lit ll~~ 11 /rr ~ ~ ~ ~l~ / ii, l ~ l~ ~ i~ ~ /i,~i,~i\'r .rr l ~l ~ii~ l ~ 11 ~ lr~ v ~ a l r7 / ~i T li~i 1\li ~ ~ll. y/i. ~ I ~ lit ~i 1, l ~~l <il~ ~lr ri ~rir ~r , ~ri li~ ~~i~ u.,
Diameter I _ T~l~/ T~ I~l~/ ~~1~~1/l~~ ll~~ l//~ l/~ ~ l lll.'~ ~~ll/ ~~~~1~ 11~f~ ~ l~ ll~~ v ro ~ r,, /r / / ~ , , / /T r, ///,b ~ w b\ li l ~ lr ~ ~ li1 > bi,, ~ ~ ~ yi/~ /r mil, r ~
W W W I I i\i l ~ l~ ly ill `lit l ~iT~C l li~l~ l ~ ~~l ~ ~ l ~ / ~ ~ ~~T li~ l l \ \li ~ ~ ~ 1. rr ~'~~i. lire , l Sri. 1, l l l~ / l ri ~ .~~~~~~li ~ i~ /\l l/ ~ ,~~y ~ l'~l ~r 11 L ~ ri Ll lyri~l/ l l.~ ~ l i~ % ~r/~ i~~l~ ~ ~ ui.r~ib l l r o 0 0
W W W 1 I i~l~~l/~ ill y ' ' \ % \ ~/r~// ~ ~ / ~/~7 ~a/~~ l/~~~ j 11 ~/lam y ~~j/ l~ yT h l \l ~~l/ l 111 l 1. ~ l~ l/ l I \T~ ~ Z E E 'N
W W 'y W + I ~\i I i / ,fir/~i ~ ~li 11 l sir ?.N~~~~ ~ l l~ii ~i `l l~ ~ l ~/i~ r~~i~`~ ~~j~/ I' ~ ~ i ;lam ~li~ o ~ ~l ~ r l/ / \j/. ~ \ ~ l~ / l / l~T~"~ 11 y/~(( l% l~// l ~l~/ / ~l.~l r/~~ o v -o ~ l~ ! `~l~/ r ~l ~l/y~~~ / ~ /l 1~~~~1 / ~r 11 lfi '~7`y/~~ % ~ / / ~ ~ c c ~
/ ~Y W W ~Y I I ;/\\I/ I I W ~Y W W I~ l/:~~ .(l l ~ ~ ~ 1 \yl ~ l ~r~\ ~ ~ ~~lll~\~~1.~!/ :1/ y / l j ~ ~//~l~l/ a o o l~ r~~ 11 .l\ iii l l ,~\~!l~r~l~ ~ ~~l / 1, ~r ~\~l / ~ ~ l~rii ~~i lT .~i~ T. li ~ liy l r ,l. lit T l l ~ rim ~ ~ ~ N
W •Y W y W ~I '~/\i \ 'iii, l~ lr.(Niy~ ~ i!rr~/r~~ ~ l ~~ll/ ~ l~i~~~ l~ ~li~ lip \yi~~/r l~~ r~~ r ~i b~ l rii~ ~ ~ ~ . ~ln„l/ ' %/~l\\)/~r~///~~ll~~~l~ ~T~~l~~`I~~l~'~ ~^lI. n'l~,Thl~Tl~l\\~~j~l~~l/~~y/~:l~l~l~~;\Tr~~ il~`rl~~•~iT~~l~,~llr ,"~~~~r~~~~ w v v d 1. lam, ~ ~~llly~//~~~~Ihll~l;`7rlN.U - .~~mll~~~l. o a a ~
XIS \ W ~V W W W I 1~\\I/ II i~li DIVERSION BERM /hg ; I,\/I-
a W y y W 1\/III\?, / lit Ii /NTS ~ W W W W W ~ / / ~ ) \ / 1 \II/! ~ I Baffle Section °o, "o r M
!li \/I i \ 2 min + I
nce• ns ect sediment fences at least week) and each / W W y W W W Maintena . I p y \ / \ \ \ i W W,/\\+~i~= ~ Baffles shall be installed utilizing steel posts 4 feet on center along the baffle alignment as indicated on the plans; top o 0 0
rainfall event of 1 2 inch de th or greater. Immediately repair \ I. / P / i i i i~%~~% of filterifabric shall be 6 inches above spillway elevation; 3 braid 1000 Ib polyethylene rope shall be secured along top ~ N N N ~ ~ of fabric to minimize sa in ;fabric bottom shall be Inned with 10 inch erosion control sta les; a continuous lece of \ 99 9 P• P P
i sediment fences. Re lace coils sed, torn, decom osed, and ~ / / / ~ \ ~ 1 \ , ;1\j1~/ fabric shall be used (no splices). ~ 0 0 0
i \ i ineffective fabric rom tl .Remove sediment de osits as i\ \ i Y P - / \ ~ i \ \ i i~ \ y necessa to rovide ode uate si.ora a for next rainfall event. •1 i\ i 3• ry P q g
10 min 3. \ ~ ~ \ i . ~ i r ~ \ i \i i ~ i\ ii Ground Surface i\ i\ i \ i i\ i a out After contnbutin i\ ice, i i \ii\ i Avoid damage to fence during cle n g Maintenance: Inspect skimmer, pool, and baffles at least one per week and after each rainfall, Maintain access to
i \ i i \ \ i ~i i \ ~ \ i \ i\ i \ i with \ i\ ~i \ , \ i i \ \ Trench 8x4 backfilled \ i \ i\ i \ i \ i i watershed area has been ro erl stabilized; remove sediment i i\ i\ i i\ \ i \ i\ ~ P P Y % 11.1 \ .1 \ 1,~ Iled with skimmer, pool, and baffles. Repair and reanchor baffles as needed, Replace collapsed, torn, decomposed, and ineffective scALE
~ • ~ / ~ / coin acted sand-cla ~ ' ' ~ ~ ~ ' ' / \ / / / / / / i fences and unstable sediment de osits sha a are to final p Y i 'i f / 1 / / / / / p p end-cla HORIZONTAL: N/A Y fabric promptly. Remove sediment deposits from entire pool when storage volume accumulates to half the first baffle VERTICAL: N/A
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ rode, and stabilize area. 9 / / / / / / / / / / / / height (move skirr~mer to prevent damage during cleanout). Remove trash and other debris from skimmer and pool DRAWN BY: TSB areas. Avoid damage to baffles during cleanout. Ensure vegetation growth does not hold down skimmer. If skimmer arm DESIGNED BY: TSB
/\\\\\\\\\,\\\\\\\\\\\\\\,r\/\/\/\/\/\/\/\/ or barrel pipe is clogged, orifice can be removed and obstruction cleared with plumber snake or water flushing. Carefully REVIEWED BY: DRL
/ / / / / / / / / / / / / / / / / / NOTES replace :orifice before repositioning skimmer. Check spillway for damage and make repairs with fabric across full spillway. FILE NAME: 070012AD.DWG
ni_ _._1 _._•u... __J _..11_l t__ ____t__ J_~___ ...J __111..,.,......1 11,.1... .J
1. Posts shall be installed 5 feel: on center along the sediment fence alignment. LnecK empanKment, SpIllway5, aria OULIM Ior Cru51ur1 uurnuyu, PiPlny, UIIU =LLICIIIUIIL. IVIUMU Ully IoyUncU IWPUns
2. Filter fabric roll ends shall be overlapped along 2 posts (10 feet). immediately. After contributing watershed area has been properly stabilized; remove baffle materials and unstable sediment
Cross-Section 3. Posts shall be driven 24 inches (minimum) into ground from surface. depositsY shape are to final grade, and stabilize area.deposits, shape are to final grade, and stabilize area. DATE: 2007 JULY 30
Maintenance: Inspect diversion berms at least weekly and each rainfall event of 1/2 inch depth or greater. Immediately 4. Filter fabric shall be trenched vertically 12 inches (minimum) into ground from surface.
remove sediment from flow area and repair damaged berm (eroded soil). Carefully check outlets and repair as needed. 5. Filter fabric shall be attached to posts on the upper side of slope.
When the contributing watershed is properly stabilized, remove the berm, grade to final elevations, and stabilize area. 6. Filter fabric shall be attached to each metal post using a minimum of 3 heavy duty polyethylene clamps. mps. SHEET 7 OF 8

~ ~ LAYING ~Mo~
29' ro ~ BRASS MARKER PLATE MARKED PLATE ..E 29' TO ~ STREET ~ ' CONDITIONS DESCRIPTION PROJECT USE a ~ ~
WITH ANCHOR
" A METER BOX LID 3 4 CHAMFER AT METER BOX LID, CAST IRON o_ ~ ~ Z o 0 a
a EA. CORNER ro IM ~ _ ~a
I I I n " I I CAST THE LETTERS MV IN s°_D• I_I ~ ~ " -I I ~-1 ~ I I~ -III \
I I ONE FACE OF THE CONCRETE 4 #3 BARS ~ , I_ F 17 MIMIMU I I W -I 1 O 17" MIMIMUM -~~~I~~~',~I~.I ~-~~~I~.I V b a~, o _ _ o~
I I MARKER AND ORIENT TOWARD r. SPIDERS suPPDRr CARPoER PIPE IN CA51NG o I I I :.III I) I I: I' FLAT BOTTOM UNDISTURBED NOT USED. ; N w
~ I I THE ROADWAY ~ _ ENCLOS ENDS WITH -II I_ EARTH TRENCH, .LOOSE BACKFILL ~ ~ ~ ~
I i 8 BRICK MASONRY ~ I I 2" BEVEL ~ ( I -I I 3/4 Inch Gate Val ~ t ,
CENTER LINE CARRIER PIPE z I I ROTATE MARKER TO OTHER END ~ -II I I FOR BLOW-OFF ~
II I SERVICE LINE ~ I 3/4" X 18" ~ htcai2 inohes of BRASS NIPPLE the star Box ~ ~ H
TYPE 1
VALVE N0. - FROM STREET _ 8 1zo ,
" STEEL CASING PIPE pie°°o°pe>p op °a°°ap °e 4 SQ. PRECAST CONC. a°°aa a°
POST (4000 P.S.I.) 25 FT. SLOPE TO DRAIN -a? °;>°a°' METER SETTER P.R.V. Location down stream of the cut-off calve
- °°"°°°°°°a° cRavEL CENTERED PLATE WITH VALVE NUMBER, 2" WETS HDLE IN BOX
DIRECTIONAL ARROW-POINTED FLAT BOTTOMED UNDISTURBED EARTH NOT USED.
TO MARKED VALVE & DISTANCE ELEVATION TRENCH. BACKFILL LIGHTLY
TO THE NEAREST FOOT. 1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED \i CONSOLIDATED TO CENTERLINE ILESS SPECIFIED
2. INCLUDE STONE IN PRICE OF METER BOX. OF PIPE. METER SETTER WITM
3. METER SETTER SIZE AS NOTED ON PLANS. DOUBLE CHECK VALVE /\//\/j\//\//\//\//\//\//\//~/ (BACKFLOW PREVENTER} \ \ \ \ \ \ \ \ \ \
BOLTS TO PIPE 4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE. YPE. TYPE 2
VALVE MARKER DE1•AIL 1
NO SCALE
TYPICAL METER BOX INS1 BOX INSTALLATION 8
HEAW DUTY NO SCALE /
STEEL SKIDS (3) " ALL DUCTILE PIPE BEDDED IN 4 MININUM
JOB EXCAVATED MATERIAL. IRON GRAVITY
CARRIER PIPE BACKFILL LIGHTLY CONSOLIDATED SEWER LINE.
(SPIDER SIZE DETERMINED BY TO TOP OF PIPE.
51ZE Of STEEL CASING AND PRECAST CONCRETE PROTECTION RING INNER PIPE.)
TYPE 3 SRO
- ~ - » » - - - SECTION A ~ ~2
1'i I ~ - rr- ~v
I- - - - ROMAC OR EQUIVALEI SEAL EXISTING WATER MAIfJ OR EQUIVALENT ALL PVC WATER = • No. 023498 i
RaILROAD PAVEMENT (ONE OR TWO \ PIPE BEDDED IN SAND GRANULAR ' W= ~ LINE AND PVC :2 ' J.
_Z LANES) j\ MATERIAL OR GRADED GRAVEL TO FORCE MAIN. '~N ~~'~w~ \ ' ••.~.1.
O ~ Z 3'-0" MIN. COVER OR AS SHOWN , I ~ ~ W ON THE PLANS. \ /j THE DEPTH OF 1/8 PiPE DIAMETER, ~,9 4" MIN. JOB EXCAVATED MATERIAL ~''S
M N p COMPACTED TO 4" ABOVE TOP OF PIPE. ,t.~ ' ' ` ~
F- ~ o ~ 5'-s" MIN. CDVER ~ ' ~ \j/ (APPROX. 95% STANDARD PROCTOR,
N ~ OR AS SHOWN ON Q THE PL4NS AASHTO T-99}
TRANSrnON fTTTING AS ) ~ TAPPING SLEEVE TYPE 4 ~ J
REQUIRED
_ TAPPING VALVE
II srL cASINC PIP WITH VALVE BOX VALVE OPERATOR NUT II ~ Q
~ - I VALVE BOX- NEW WATER M~iN \\i \j ALL PVC GRAVITY ~ f - + PIPE BEDDED TO ITS CENTERLINE SEWER LINE. ~ W
DUCIILE IRON BRICK CLOSURE PIPE CARRIER + + . + + + / IN COMPACTED GRANULAR MATERIAL
NOTE: TAPPING SLEEVE SHALL BE 4" MIN. UNDER PIPE. COMPACTED ~ ~ E SHALL BE 316 STAINLESS STEEL ONLY GRANULAR OR SAND MATERIAL TO
PROFILE 4 ABOVE TOP OF PIPE. ~
+ + * + * + + + + (APPROX. 95% STANDARD PROCTOR, ~
TYPICAL VALVE BOX 2 DETAIL
NO SCALE
BORING & JACKING DETAI 5 TYPICAL TAPPING SLEEVE Af LEEVE AND VALVE ASSEMBLY g TYPE 5 ~ Z Q
NO SCALE NO SCALE TYPICAL LAYING CONDITIONS 12 ~
NO SCALE lO ~
r^\\
vaLVE BoX WATEROUS TREND 4-3 4" ~ / ~.J
s`-s` EXCESS STEAMER OR EQUIVALENT P~~J
LOOPED IN BOX PLACE EMPTY VALVE BOX AT INTERVALS WHERE AS SHOWN PRECAST CONCRETE CONNECTION TRACER WIRE VALVES DO NOT OCCUR & PLACE TRACER WIRE EDGE ON PLANS PROTECTION RING ~J~Q
IN BOX. OF NDTE; No. ~ ROAD
DRILL HOLE a~
OR~TR~ACBR WIR PRECAST CONCRETE PROTECTION RING EXIS „ ~ TING STORM SEWER 2 1/2 HOSE I ~ ~h
GRADE CONNECTION - I
NOTES: ~ ~ V) N
?r o ~ I w 12" MIN. 1. CONCRETE SHALL BE 3,000 PSI MIN. ~ W O
CONCRETE COLLAR I LL- NOTE: i ~ I 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT ~ ~ FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE ~ z
" I W A7 PIPE INTERSECTIONS, MULT1PLE 6 G.V. & I BACKFILL n. ENCASEMENT AREA TO INCLUDE VALVES, RUN WIRE UP AT ONLY VALVE BOX VALVE BOX C. L BOX ~ DUCTILE IRON PIPE ONLY SHAPE(MORE EASILY FORMED WITH THE WIDEST Q
ONE VALVE. 6 D. I. WATER I • • • • • • PART BLOCKING AREA) AGAINST UNDISTURBED SOIL. z o 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS.
LINE I STONE ~ 7 C.F. MIN. a 4. ALL PIPING AND ACCESSORIES TO BE WRAPPED ~ ~
SINGLE 12 AWG SOLJD CORE WIR ~ I BLOCKINGMIL. POLYETHYLENE PRIOR TO POURING S ff J
m I WATER 1 5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN X ~ Q MAIN ON THE THRUST BLOCKING SCHEDULE. ~ ~ ^ U ~
a N rn
o ~ CONC. TEE I • ° . ° BLOCKING c r7 X
P.V.(:, PIPEIJNE SEE NOTE ( ) - - ~ Q ~ ~ o E~~
4-3/4 TIE RODS WITH BRACKETS 0 'H OF ENCASEMENT ~ Q oNi o N
(SEE DETAIL) WEEP HOLE TO LENGTH of ENCASEME NOTE: REMAIN OPEN TO BE STORM SEWER STORM SEWER _ ~ W p ~ ~ z
TRACER WIRE TO BE LAID GATE VALVE 2'_D" PIPE"PLUS O.D. PLUS UNDERNEATH WATER LINE TIE HYDRANT TO MAIN LINE 6" D.I. BEND 2 -o OR AS SHOWN PLUS O.D. PLUS Oa. ~ ~ LL - c 'OR AS SHOWN „ z o . ~ ~
ON PLANS. 6 MIN. W ~ LAND. ~ ~ ° d .
TYPICAL TRACER WIRE INSTALLATION W/TIE RODS IN LIEw OF CONC. 3 BLOCKING IN SANDY SOIL.
NO SCALE
NOTES; ~E~o ° dpt(1t,.
1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-B' EXCESS
2. PLACE TRACER TYPICAL FIRE HYDRANT INSTALLATION DETAI 6 TYPICAL STORM SEWER CROS WIRE IN VALVE BOX AT 1,OOD" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL 3. DO NOT SPLICE N1RE WHEN BEGINNING A NEW SPOOL INSTEAD INSTALL A VALVE BOX AND ATTACH FACH WIRE WffH A NO SCALE NO SCALE 'ER CROSSING DETAIL; 1O a 6" MIN.
BRASS SCREW TO THE VALVE BOX.
X
SQUARE HEAD NUT
(NO WHEEL VALVES AS NOTED ON PLANS PRECAST CONCRETE EXISTING X ~ MIN.1 3 C.Y. AT 3000 P.S.I. HYDRANT TEE 1. PAVEMENT SHALL BE CUT TO 1RUE LINE AND / PLAN TEES
PROTECTION RING ROAD ' ROAD SHOULDER REMOVED BEFpRE TRENCH IS CITE. 2. 5TONE AND PAVEMENT TO BE PLACED WffH LEAST
SEE VALVE BOX INTERFERENCE'TD TRAFFlC. PLAN BENDS
PAVEMENT INSTALLATION ~ 3. STABWZED AGGREGATE TO BE SECURED FROM AN 1 i3" MIN. ~ APPROVED QUARRY. Z
~ ~ x^ „ 4 MIN. ~ a ~ 4. ALL PAVEMEN REPAIRS TO BE; IN ACCORDANCE
5/8 THREADED 'z WITH N.C.D.O.T!. SPECIFlCATIONS. ~5 U z ~
VALVE BOX - ~ BACKFILL AS d a RODS (2 EACH SIDE) INDICATED ~ ~ i2` t2" W F O ~
THREADED ° 00 z " ~ saw cur EXlsr. -~-TAMPED COUPLING M a SAW CUT IXISi. PAVEMENT m ~ , 1, ! ~ N . . ~ U
BACKFILL-? " ~ FXlsr. EXIST. PAV` EXIST. PAV'T. ,...e ' ; o ~
-"°-TAMPED PAV°r. _ r,~,~, t . ~ ~ ~ ~i m F ~ M
BACKFILL--? 45' BEND ~ ' " - REDUCER NEW WATER LINE SERVICE LINE TO °D,~a'•d4ob~~ab+~~°1P•a~9°. •'~oo- D:Q• ~ 2~~ THREADED oQ'••a~• •apaogbap4pga4o :::;`i:'`.'•::<;:: 10" STONE MEETING N.C.D.O.T. SPECIFlCATIONS ~
. X 2 " " CORPORATION METER CONNECTION ; °po°•°a4•°OO,~.QaA~:p k9AY'q•o°o 2 THREADED BRASS P P _ ' •op•.QO4••.arr9 .z,.~'as.D~•ap40............y.;..y... " I E (24 IN LENGTH) SERVICE SADDLE DRESSER. COCK 04¢:~~• ;ap••oA¢••.a~+• :aQ• •op•.:.::;:.;:.;...•... .
O¢ • P• •DR 4¢ • O~ PIPE 36 IN LENGT STYLE 91 FO - ( R DIP, STYLE 194 o C~OMPA~CiBE~D~'',TOOD ~ MAXIMUM D'Rt o~SrrY 18~~ MIN. - 10~ p OR LESS ~F. ~ o 24 MIN. - 12 o OR LESS ~ N
2" G.V FOR PVC OR APPROVED EQUAL
TRENCH WIDTH M SIZE 90' BEND 45' BEND 221/2' BEND 11/4' BEND TEE PLUG ~ o A B A B A B A B A B C D
PIPE O.D, + 18" FOR PIPES UNDER 33" O,D. a PIPE O.D. + 24" FOR PIPES OVER 33" O.D. 4" 8" 12" 8" 8" 6° 6" 6" 6" 8" 9" 10" 16" SCALE
2" BRASS NIPPLE (6" MIN. LENGTH a a NOTE: " ) 1, "SERVICE CO NEw 6" 10" 12" 8" 10" 8" 8" 8" 8" 10" 10" 12" 18" HORIZONTAL: N/A
CONCRETE BLOCKING NNECTION IN PROPOSAL TO INCLUDE SERVICE SADDLE, PIPE COMPAL'TED BALI REMOVE 2" 45' BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN ~ COMPACTED BACKFlLL B" 15" 13° 10" 10" 8" 8" 8" 8" 10" 12" 12" 24" VERTICAL• N/A 10" 16" 14" 10" 12" g" 10" g" 10" 11" 14° 14" 25° DRAWN BY: TSB
PLUG CAP MIN.1/3 C.Y. AT 301)0 P.S.I. MAKING A COMPLETE SERVICE CONNECTION. / 12" 20" 16" 12" 14" 8" 12" 8" 12" 14" 16" 16" 30" DESIGNED BY: T'SB
PAY ITEM 2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS) ~ ~ „ " " " " " " " REVIEWED BY: DRL 14 22 18 14 16 10 14 10 14 16 18 18 34
INCLUDES ALL ITEMS 1 3. ALL BRASS FI7TINGS SHALL BE COMPRESSION TYPE pips O.D. pws 1 16" 1 26" 1 20" 1 16" 18" 12" 16" 12" 16" 18" 20" 20" 36" FILE NAME: 070012AD.DWG
PIPE O.D. PLUS PIPE O.D. PLUS 18" FOR PIPES UNDER 33" O.D. PIPE O.D. PLUS 24" FOR PIPES OVER 33" O.D.
PERMANENT BLOW-OFF ASSEMBLY 4 TYPICAL WATER SERVICE CONNECTION THRUST BLOCK DETAIL 13
USING TAPPING SADDLE 7 TRENCH IN BITUMINOUS SUR NO SCALE DATE: 2007 JULY 30 OUS SURFACE AREAS 11
NTS NO SCALE No scuF
SHEET 8 OF 8