20071466 Ver 1_Site Plan_20070828

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Water
!Infrastructure ture,ra
1271 Old Highway #1 South South
Southern Pines, NC 28387 Facsimile: [phone] !8387 -8083
Voice: [phone] -6461
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1 COVER -R 5 WATER SUPPLY A,. _ ilk
2 SUBDI 3 EROSI 4 ROADW DIVISION PLAT 6 CONSTRUCTION DETAI ~S
LION/STORMWATER/ROADWAY ~ CONSTRUCTION DETAILS
SWAY/WATER PROFILES, ENTRANCE DETAIL
Prepared For: Omega VIII Investmei menu LLC 5506 Yadkin Road Fayetteville NC 28303 (910/864-0 --0247) 2007 July 30 30

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rr0 00 00 ~G tments LLC N N N
SURVEY NOTES LEGEND Tract Owner: Omega VIII Investments (UNLESS OTHERWISE DENOTED) 5506 Yadkin Rpad id PL4 U'I',~
100 0 100 200 300 AREA DETERMINED BY • EXISTING IRON STAKE Fayetteville NC 28303 ,$303 Cd Z c o
COORDINATE METHOD ¦ EXISTING CONCRETE MONUMENT [phone]
NAD83 - O SET IRON STAKE Pro osed Develo ment: Residential Communit LEGAL REFERENCE: O SEf CONCRETE MONUMENT P P y nunity x a a~
DEED BOOK 2848, PAGE 21 -yy- EXISTING WATER LINE Tract Zoning: RA-20M (site and all a / TOWNSHIP: MINERAL SPRINGS L~ EXISTING FIRE HYDRANT 'o id all ad oininn tracts
~ U r-. O ~
~ EXISTING WATER VALVE Tract Area: 14.08 acres (613,435 s DASHED LINES NOT SURVEYED ~ EXISTING WATER METER 3,435 :square feet) 4=4 N C 4+
-6~ EXISTING SANITARY SEWER LINE Water Supply Watershed: Not Applicable
EXISTING SANITARY SEWER MANHOLE Deed Reference: Book 2316 Page 668 4Mj 668
; 8 EXISTING SANITARY SEWER CLEANOUT CC3
D EXISTING CABLE TELEVISION PEDESTAL Parcel Identification Number (PIN): 0513-48-4452.000 m EXISTING TELEPHONE PEDESTAL
~ EXISTING POWER STU80UT Real Estate Identification (REId): 63462.0
' < ~ EXISTING POWER BOX
MINIMUM BUILDING SETBACKS ~ EXISTING UTILITY POLE Proposed Building Setbacks: 35 feet (front) 10 feet (side)
i' 25 feet (rear)
REAR OF LOT REAR OF LOT in ~n ~ ~ Allocated Right-of-Way: 50 feet / 45 feet (2.1 ~,.J Omega I? i Pro osed Roadwo Area: 41,930 s uore feet 0.9 ;et (2.19 acres)
N N - -
Investments LLC ~ P y Q ~ eet (0.96 acres)
~ 10'---~-~I 10'--~-I ' x"17 366/512 I Proposed Roadway Length: 1,875 linear feet (0.36 't (0.36 mile)
II ~ ~,c~S 0.72 ac 1
~ I ~ % „ n 31264 sf ,i t ~ j Proposed Roadway Type: Asphalt Pavement with ~ Omega VIII ~ Proposed Division: 30 Lots I with 'Vegetated Channels
f ~ Investments LLC ~
~ I ~ /1 v ~ / , 2316/668 ~ Median Lot Size: 15,682 square feet (O.:S eet (0.36 acre)
~I ~ / ~ 116 '
~n ~n ! ` 0.52 ac ' ' Steve Adams ~ Minimum Lot Size: 15,096 square feet (0.;5 eet (0.35 acre)
M M / 22593 sf 118 ~ 499/179 ~ Maximum Lot Size: 31,264 square feet (0.1 eet (0.72 acre)
~ 0.38 ac ~ i Cul-De-Sac Radius: 50 feet (Right-of-Way) A--Way)
PUBLIC STREET f 16733 sf i ~ ~
~ i Existing Land Use: Abandoned Field, Unman Unmanaged Woodland
f/ 1/ Easement Dedications: Harnett County, NC Dep i t Transportation, and Lan i ~ NC Department of
~ 115 n nd Landowner's Association
0.57 ac v ~ ~ Section Ol i Water Supply: Harnett County Public S Phase O1 'ublic 'Iystem
24689 sf i ~ , X64
t j Wastewater Management: Harnett County Public i Boundary ~ Individual On-Site Syste i i 'ublic Enystem and , e Systems ~'~t•
119 i / i
\ ~ 0.36 ac % ~ i Subdivider: Omega VIII Investments j ~ 5506 Yadkin Rpad tments LLC ]d
' 113 ~ v°~ 15541 sf ~ ~ ~ ~ Fayetteville NC 28303 Section O1 i [phone] :8303 }
' 0.51 ac ~ ~ i Boundary .a i
22267 sf 114 / ~ i Surveyor of Record: Thomas S Blue (License: (License: 4093)
Cert:_ficate of Ownership and Dedication ~ 0.42 ac ~ j~~ 112 ~ 18372 sf 120 BLUE: Land, Water, Infra er, Infrastructure, PA
I hereby certify that I am the owner of the property shown and ~ 039 ac ~ 0.37 ac ~ i 1271 Old US Highway ~ ~ ~ Southern Pines NC 283 ~ ~ ~ ~ A T Faust Jr ~ Engineer of Record: Thomas S Blue (LicensN ]hway #1 South VC 28387
desc_=ibed hereon, which is located in the subdivision jurisdiction of 17058 sf ! ~9 ~ ~ 16173 sf
HarnE,tt County, North Carolina and that I hereby adopt this plan of v ~ ~ ~ ' ~ 99E/236 ~ BLUE: Land. Water, Infr ~ ' ' ~ i 1271 Old US Highway (License 23498) er, Infrastructure, PA
subd:_vision with my free consent and establish minimum building setback ' / ghway #1 South L.Lj
line:> as noted. I further certify that I have not been involved as an i c---------- B ~'t 121 / ~ ~ Southern Pines NC 283 ~ i VC 28387 Cf)
owne:_, leaser, option holder or had any legal or equitable interest in ~a~~ ~.d ~ 0.35 ac ~ ~ _ ~ New Streets: Westerfield Farms Road, ~ s Road, Beauregard Court 11;:~
any property adjacent to or located directly across a street, easement, Street Dedication: All new streets created seated by this plat are
road or right-of-way from thE~ property shown and described hereon. 11 l ~C49 G50 ~ COurt 15096 sf / 6 J~ 036 ac 6 Steve Adams ~ ~ designated °Public".
15731 sf ~ 110 / 499/179 i ~ ~ i Fronting Street: Ray Road
0.35 ac ~ ~
Owner Date 15370 sf v~ ~ --------------------------------------------------------------I Township: Anderson Creek
l22 ~ v 0
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Cert:'~ficate of Approval of the Water Supply and Sewage Disposal Systems 15 Ol 6 ~n, s ? l09 . ~ J L
I hereby certify that the water supply and sewage disposal hive been G o. d ? ~0 ~ . O wl::D
installed in an acceptable manner and according to Harnett County, 1 , S V ``J
North Carolina specifications and standards in the Wesi.~~rfield Farms Il 12 N 1
Sect:_on 01 Phase 01 subdivision. ~ a 10~ ~ ao ; . f ~ 15424 . v>
0. 6 ac. 3 ~ n Line Direction Distance Wz
1 t ~ S 6 4 ~ ~ ~ ? 1 1 , r L1 N 16'21'03" W 141.26
Harnett County Health Director (or the Harnett County Public Utilities I 1 I L2 N 80' 19' 14° E 136.91' 0
Director when the County ownE~d and operated public water and/or public 124 b ~ ? ~ N L3 S 35'52'51" W 21.58' U
sewage system is to be utilised). ~ 0 dC V / ~ ' ~ ~ / L4 S 44'25'18" W 100.02
45 O 5 dt, ~ ~ ~ !N ! ~ ~ V , V L5 S 60' 11 '32" W 46.79' L6 N 29'48'28" W 106.29'
Date 1 t s V N 12'31'44° E 180.66' N
~J ~ v , ~ L8 S 71'06'32" E 101.60'
~ r., ~ ? { ? ? 2 ~ L9 S 71'06'32" E 181.88'
1 ~ co N v N ? d'~ ~ ? ac, cn ~ ac , L10 S 34'28'36" W 70.14' zQ 00
Cert:~ficate of Approval for Recording ...I r- , ~ U ? N 1 4 1 2 t s 54 7 5 L11 S 35'14'28" W 101.67' L12 S 35'52'51 " W 27.43'
I he~~eby certify that the subdivision plat shown hereon has been found I ? L13 S 32'24'13" E 211.27' Q~
to comply with the Subdivision Regulations of Harnett County, North ? L14 S 45' 15'59" W 35.77'
Carolina and that this plat has been approved for recording in the { ? f ? 1 { L15 S 34'28'36" W 31.79 Curve Direction Radius Chord O ~ J
Office of the Register of Deeds of Harnett County. 1 - f ? j ~ ~t OS oo , ~ / 1 ~ o cv . 5 a ?n f L16 N 19'37'37" E 220.73' C1 S 64'59'48" E 25.00 1.36
c ~ J N ; , 0.3 ac ~ N - v ~ = i 14 ~ 5 s L17 S 06'45'44" E 144.38' C2 N 28'16'01" W 255.00 130.08 L18 S 50'16'17" W 75.41 C3 S 38'43'50° E 205.00 30.83 4) 0
i i { ! ~ 1 is 0 L19 S 45'15'59" W 64.23' C4 N 00'10~09'~ E 255.00 120.44 z E co
HarnE,tt County Subdivision Administrator ~ / i ~ L20 S 87'21'02" E 85.19' CS S 40'43'08" E 255.00 20.69 Q (n N ~
i L21 S 02'38'58" W 118.13 C6 N 12'04'35" W 205.00 210.97
Date ~ i ~ 104 12 ? 7 O f L22 S 59'50'59" W 87.55 C7 N 26'59'23" E 205.00 57.76 L23 S 50'16'17" W 40.34 CS S 32'29~51'~ W 1565.99 141.57
~ , , r~ M ? ~ . b a ~ cv U a ~ ~ Iv L24 N 20'03'04" E 120.06' C9 N 55'46'15' W 50.00 65.59
~ ~ 5 5 ~ s , ~ L25 S 80'37'36" E 84.90' C10 S 42'2301" W 50.00 65.41 LJLJ v 4)
? L26 S 02'38'58" W 151.35' C11 S 34'12'35" E 50.00 58.41 Q ~ wa0)i~a
Cert:~ficate of Approval of the Design and Construction of Streets ~ I L27 N 68'11'48" W 134.74 C12 S 30'01'08° W 1515.99 113.55 a.OLnU-
L28 N 21'25'24" E 112.39' C13 S 26'04'58° W 1515.99 94.69 L29 S 68'11'48" E 151.71' C14 S 20'2730" W 1366.01 97.47
I hereby certify that all streets and other required improvements have lU3 ~ ~ to ' ~ ~ t ~ a~ N dC ? 1 L30 N 21'25'24" E 98.99' C15 S 20'30'11" W 1515.99 110.53
been installed in an acceptable manner and according to Harnett County spec__fications and standards in the to in ~ i , ~ i.p ~ ~t 1 1 s L31 S 66'33'26" E 159.50' C16 S 16'S2'20~~ W 1565.99 80.00
Westerfield Farms II Section 01 Phase O1 subdivision or that guarantees C L32 N 66'3540" W 150.00' C17 S 13'S6~41" W 1565.99 80.00
of the installation of the required improvements in an amount and 4 f 4 I ? < < • Area dedicated to ~ ? ~ L33 S 71'35'10" E 149.98' C18 S 10'50'58" W 1565.99 89.17
manner satisfactory to the Planning Department of Harnett County has ~ C• 4 ~ 3 NCDOT far W 0 ~ ' 12 N ~ L34 S 80'40'01 " E 190.00' C19 S 07' 18'48" W 1565.99 104.10 L35 S 02'38'58" W 80.00' C20 S 03'37'42" W 1565.99 97.30
been received, and that the filing fee for the plat has been paid. additional Ra Road co, Y ~ 0 c - 1 ~ d n n ~ht-of-wa 15 C L36 N 80'37'36" W 124.90 C21 S 16'22'09" W 1366.01 97.47
~ Y 4 0 w 05 width s n cv ---.__.~M..~----- C L37 S 84'59'11" E 173.19' C22 S 16'22'09" W 1515.99 108.17
- - 4 1 ~ { 12 L38 S 02'38'58" W 93.42' C23 S 12'16'49° W 1366.01 97.47
Harnett County Subdivision Administrator oo { ~ N(,DOT Casement ' • ~ aC i { L39 S 86'38'27" E 160.33 C24 S 12'1649" W 1515.99 108.17
\ i U ; ~ ~ c0 ~ ? ~ I 1 5 s ~ ~ ? L40 S 02'38'58" W 93.42' C25 S 08'11'28" W 1366.01 97.47 L41 S 84'35'29" E 152.03' C26 S 08'11'28° W 1515.99 ?08.17 z
Date ~ . ac M { ~ ? ~ L42 S 02'38'58" W 98.42' C27 S 04'06'07" W 1366.01 97.47 0 E-
• . ' • . 04 f 7 s . _ { ~ - ~ ? L43 S 88'09'07" E 150.21' C28 S 04'06'07" W 1515.99 108.17 a U
~ S i ? . ? ~ l L44 S 02'3858" W 106.71' C29 S 00'0047° W 1366.01 97.47 W
~ ~ NCDOT Easement { L45 S 75'40'31 " E 149.98' C30 S 00'00~47'~ W 1515.99 108.17 L46 S 79'45'52" E 149.98' C31 S 00'04'15" W 1565.99 97.13 D
Cert:~ficate of Improvements Maintenance \ ~ - r ~ ~ , , { 130 ~ ii ~ ~ ~ 0 L47 S 83'51 ' 12" E 149.98' C32 S 03'29'47" E 1565.99 97.84 O O
a ~ , ac ~ ~ - r., ? { L48 S 87'56'33" E 149.98' C33 N 14'54'54" E 225.00 98.67
I hereby certify that I assume all financial and legal responsibilities for i:he maintenance and upkeep of all streets and other required S 9 s \ ~ _ { , • ~ , i L49 N 87'58'06" E 149.98' C34 S 65'25'25" E 1355.00 147.16
' improvements in the Westerfield Farms II Section 01 Phase 01 \ { { • ~ ~ i ? 3 ? ~ I ? L50 N 88'17'37" E 155.01' C35 N 21'22'39" E 275.00 59.43
subd:_vision until such time that they are accepted for maintenance by • ~ ~ ~ t ? ~ ~ L51 S 02'38'58" W 106.71' C36 N 02'37'31" W 225.00 38.24 L52 N 88'45'57" E 165.42' C37 S 06'23'36° E 1565.99 60.49
the North Carolina Departmeni~ of Transportation or other appropriate ~ \ 1 ~ ~ L53 S 02'38'58" W 96.71' C38 N 03'50'14" E 275.00 108.12
public entities. I L54 N 27'34'50" E 35.00 C39 S 07'2338° E 1515.99 5.61
• ~ - L55 S 62'25'10" E 156.97' C40 N 79'03'39" W 227.50 86.56 SCALE HORIZONTAL: 1 100
_ _ L56 S 02'38'58" W 7728' C41 S 73'12'51" E 272.50 48.66 VERTICAL: N/A
Owne:. Date • • ~ - _ . L57 N 87'45'01 " W 178.06' C42 S 04'48~36~~ E 1366.01 132.43 L58 N 04'40'59" E 140.45' C43 S 74'2217" E 227.50 49.76 DRAWN BY: TSB
Geodct:ic Monument "LEVES UE" • ~ ~ ~ • . . L59 S 62'25'10° E 25.14 C44 N 79'35'26" W 272.50 108.64 DESIGNED BY: TSB REVIEWED BY: DRL
I, _ do hereby certify that Tom Etowski of State Plane (NAD83/NAVD881 • . L60 S 27'34'50" W 35.00' C45 S 03'4818" E 1515.99 93.82
omega viii lnvesLmenLS LLB personally appearea bezore me tnis aay ana Fasting (X): 613977.06 m (2014356.90 ft) Northing (Y): 163773.49 m (537313.51 ft) L61 N 74'49'31 " W 133.07' C46 S 3303736" W 1515.99 77.33 FILE NAME: 070012AD.DWG
acknowledged the due execution of this certificate. L62 N 02'38'58" E 87.86' C47 N 29'31'14° E 255.00 49.48
Ground Elevation: 77.99 m (259.24 ft) Geoid Adjustment: 33.00 m (108.27 ft) - • - L63 N 04'40'59" E 118.20 C48 S 20028'39" W 1565.99 117.05
Witness my hand and official seal this day of 2007. Ellipsoid Height: 44.49 m (145.97 ft) L64 N 71'06'32" W 111.53' C49 N 86'2343" E 50.00 40.12 DATE: 2007 JULY 30
L65 N 21'2524" E 130.39' C50 S 88'05'27" W 25.00 21.41 L66 N 66'33'26" W 67.12' C51 S 27'05'11 ° W 1565.99 154.12
Nota:_y Public Commission Expiration L67 S 66'33126" E 67.12 C52 S 40'4045" E 25.00 19.34 Note: Boundary information from Michael J Adams Adams PLS (4491). SHEET 2 OF 7

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NOTE, ; ~ _ I • ~ I 1 _ i ~ ~ / 1 1 I ~ r . . ! / f ~ OMCO"t' ~ 00 00 ~ N N N
,...r i ~ • ~ ti { l / I / / ~ / ~ 1 1 ~ r--1
1. The; Contractor shall place the health, safety, and welfare of the public and workers ~ / r ' ~ / ~ . ` ti. ` / i I ~ I 1 ~ > ~ ~~y~ n ~
first in all operations. The Contractor shall provide a?I appropriate work barricades, ; , warning lights, and warning signs to ensure the safety of the public and workers at all r; ~ i \ ~ ~ i / / 1 / / / I / ~ I
times. The Contractor shall undertake all work in accordance with applicable local, , ~ ~ , 1 I ~ 1 I d ~ ~ / ~ ~ ~ / ~ t do
state, and federal safety laws. . ! ~ \ / - - ~ - / / / ~ _ _ ~ / / t - - - - - l ~ l ~ ~i
2. Th•: Contractor shall gain adequate understanding of all construction surveying ~ ; / ~ ~ r 1 a~ i ~ i J ~ / . 1 ~ ~ i
information prior to commencement of construction. The Contractor shall verify , r .C,..,, ~ ~ ~ 1 / ~r .r \ ~ 1 ~ l ~ J ~ r J /I 1 ~ , , I ` ~ C-q
benchmark locations and elevations. The Contractor shall coordinate all construction ~ ; ~ surveying (marking, locations, colors, other) with the Project Surveyor. ~ ; ~ ~ r M" ` ~ I i ~ • ~ ~ / / ' ~ ~ i ~ r' i i / ~ ~
I / I ~ ~ 1 i ~ ! / ~ i ~ `a' ~ Ji i ~ i cd
3. Existing utilities are shown in their approximate locations only. Any damage done to ~ ~ i ~ I / ~ ~ 1 r / J ? S / J fr 1 ~ ~ ~ ~r
existing utilities (whether shown on this plan or not) shall be the responsibility of the ~J ~ ` ~ ~ f 1 ~ / I ~ ~ / ~ / - t ~ - ~ r ~ ~ ~ ~ \ ~ ~ / ~ ~ / ~ \
Contractor. The Contractor shall verify the location of all utilities (shown or not shown) , ~ i / / / ~ ~ ~ , / / / / \1 / / ~ ~ ~ ~ / ( / ~ I f J ~ ,s I • \ / ~ / / , •
prior to commencement of construction. To ensure proper location of utilities, the I Contractor shall contact the Harnett County Public Utilities (910/893-7575) and NC / ~ ~ / ~ 1 ~ / i \ / r r ~ \ r ~ i , ' ~ Ur \
ONE-:,ALL (800/632-4949) for utility location and marking at least 5 full work days i / ~ ~ ~ ~ ! / / , r. ~ ~ , / ~ \ ? fi J ~
prior to commencement of construction. / ~ ~ / ~ ~ ! / / / ~ ~ / / / ~ ~ / i / / ! w _ / \ • . y w' _
4. Th•: Contractor shall be responsible for site materials. The location, preservation, b ~ ~ / / 1 • r ~ ~ / / A ' ~ ~ .
repair, and .replacement of all irrigation piping, electrical works, landscape vegetation, ti~ , ~ • / ~ / / ~ / ~ \ ti~ \ • ~ / , f ~ / .i ~ 7 s
driveHay material and other improvements shall be responsibility of the Contractor. r' \ ~ \ i / i / f 1 +j / ~ - i I ~ s ?
5. Th•: Contractor shall chip all organic debris (shrubs and trees) to produce a ; ~ / ! ~ ~ ~ ~ 1 • ~ / V / ~ \ ~ ! 1 / r / i r r , ~ A / ~ i 1 ' . . .
landscape suitable sized mulch. Individual chips shall be no less than 1.25 inches in , any dimension and no more than 2.~ inches in any dimension. The organic debris ~ . ; / / 1 ~ ~ • / / ~ ' / / / / ~ / \ • / 1 - ~ ~ / / / 1 / ~ 1 / / r / / / ` ` ' rte".. r ~ / ~ / / ~ ' i . . s
mulch shall be stockpiled and/or spread on site as directed by the Project Engineer. / ~ / ~ \ ~ it ~ ~ ~ ~ cif / rr / / ~ ~ ~ / /r / , ~ ~ / r / ~ ~ ~ • M •
6. Th•; Contractor shall verify all site conditions prior to the commencement of ~ / ~ ~ _ ~ J / / / ~ ~ ~ . . .
construction and notify the Project Engineer immediately if any significant differences / ~ ti _ l / f I ~ ~ ~ j ~ ~ ~ i ~ ~ I ~ ~ ~ - r oil
are found. 1 1 ~ y ? 1 ~ I I i / ~ ~ ? R~ / ? Y r I ~ / i ~ t• / ~ / r ~ _ r •
7. Th~~ Contractor shall coordinate all work with the Project Engineer. The Contractor 1 / ~ ~ { ~ b , ~ 1 I 1 ~ ~ 1 / I / ~ I ~ I I ? I ` ~ / ~ I ~ ~ a 1 ' 1 •
shall keep the Project Engineer informed of the progress of the work and request . 1 \ I • I I ~ ~ / C i 1/ / r I 1 1 / 1 1 ~ ~ / / ~ • / 1 p 9 r 1 ~ \ i \ ~ ~ • ~ \ r~ ~ , • / / J • .
inspection of the work on a regular basis. The Contractor shall notify the Project EnginE;er at least 5 full work days before the following work groups commence: . / 1 I • ~ / / i I ~ ~ / 1 ~ ~ \ 1 , / ~ , ~ f ~ J ~ 1 _ ~ ~ i / / 1 1 /
clearing and grubbing, erosion and sedimentation control measures installation, rough ; / ~ / ~ r 1 I 1 ~ ~ I I ; / I / / ! 1 ~ ` I I I • / i ~ 1 • I 1 f I r
grading, water supply, stormwater management, fine grading, roadway paving, landscape ` ~ 1 i , 1 ! • ~ 1/ I • \ ~ / i ~ ~ ~ ` r \ ~ ~ Ji ~ i , / a
planting, and sedimentation control measures removal. ~ 1 1 • / ~ f 1 ~ ~ / I ~
8. All communication by the Contractor to the Project Engineer shall be submitted in / / f 1 I ~ ~ l i ~ ~ / / ~ ~ / 1 ~ 1 i ~ 1 / 1 ~ 1 • ~ \ ~ I J ~ \ / i 1 ~ r t ~ r r / •
writing with signature of supervisory staff and date of documentation. A transcript of ~ / / 1 / 1 1 ~ \ ~ 1 , i ~ 1 t ' r f
all verbal communication by the Contractor to the Project Engineer shall be submitted i ~ / / - 1 I r ~ , I ~ ~ ~ J ~ ~ 1 1 ~ , r
in writing with signature of supervisory staff and date of documentation. No communication (correspondence, notifications, requests, and other) shall be accepted by ~ l i ~,.t / , , , r ~ I I I / \ l ~ J ~ r I 1 I 1 , ~ ~ ; . ~ , , ~ ' / r i1• eC ee& •s ~j 6
the Project Engineer from the Contractor unless received in writing by the Project ' ! ~ i • / / I 1 1 / • ~ 1 J i 1 ~ ~ / / / 1i f 1 I ~ ~ / / 1 l / ~ ~ ~ ~ ~ I I I / , ~ r :
Engint;er from the Contractor. I ~ 1 I ~ i / / I ~ I i~ r ~ 1 1 / ~ ~ \ / / ~ l r 1 i ~ ~ ~ I I I J ~ ~ ~ ~r ~ i ~ ~ ~ ~ 1 1 1 I i ~ • i ~ ~ I ~IEAL if r ~ w
9. Thy: Contractor shall undertake all work in accordance with applicable permit ; ~ , requirements. Applicable permits include, but are not necessarily limited to: erosion and 1 1 Y, ~ ~ / 1 1 • l 1 ~ ~ ~ / ~ • \ / ~ ~ ~ / I I 1 / ~ i / ~ ~ 1 / 1 ~ ! l l l ~ f ~ / / 023498., r r r 47,
/ / 1 L ~ ! , I 1 ~ t I ~ ! 1 R ~ ! I ~ ~ 1 { / 1 / ~ 1 ~ 1 , ~ ~ / 1 r J l l J 1 I / ~ ~ ' i t • .r o let, ? ? t f I V
sedimentation control; water supply extension; driveway entrance; surface water quality; ~ and jurisdictional waters impact. ~ , ,~~f 1 1 I • ~ ~ I 1 / l l l,' I ~ i / 1 I / i ~ , , / ~ r ~ ~ I i 0 /
10. It is intended that existing soil fill within the project limits be utilized to the ~ / / ~ ` + ~ 1 / \ ~ 1 ~ I I / / 1 1 / / 1• I I ~ ~ / ( I 1 / ~ ~ 1 I i / / / , / ~ J ~ ~ ~ ~ ~ J i / / ~ ~ J a •1 ~ A ~ r L~K r
maximum extent possible to balance earthwork (cut/fill) for the project. This will be ~ / / ; I I ! t I / / ! I / ~ 2 / • 1 I / ! / / I I I ( / / nV /r ;
directsd by the Project Engineer if/as needed. ~ ~ 11. All areas where erosion control blanket is to be installed shall be prepared and ; ~ i I ~ I I ! ~ ~ 1 I I t ! 1 / ~ / / ~ 1 / i I / ~ ~ J i / / / J l I • J 1 I / ~ / ~ ~ M U' / ~ ! i 1 / ( / / / / , ~ / ~ ~ f
~ / /I / ~ ! / ! ~ ~ / I i/ 1 I / ~ • ~ / , / ~ ; . N / ~ ~ ~ i / I~ / ~ ~ C ~ I i / / ~ I
seeded as per seeding specifications immediately prior to blanket installation (as part ~ ~ I ~ ! • ~ ! ~ I 1 J / , / /1 I / I / ! I I / / , ~ / ~N J / 1 ~ ~ •.rj J I i.. i ~ ; f
of er~~sion and sedimentation control operations). All disturbed areas are to be seeded ~ I I ~ ~ / ! / j r / / I I ~ 1 1 • ~ / I I J • I I ! / ? ~ r ~ ~ ~ ! \ ~ • ~ r `r , r Co
as per seeding specifications. Seeding rates are specified as percentage of total ~ 1 1 ! l + 1 ~ • l / 1 I I f / ~ 1 I I I ! ( I ! / / ~ ~ \ ~ / ~ . 1 / i ~ r 1 • ` f •
successfully germinating seeds by count (not weight or volume). ~ 1 CS I 1 ! 1 f 1 / ! 1 ! / ! ~ 1 I I ( I I ! / / rs. + ~ 1 ! / i ~ ? , ~ / i
12. The Contractor shall plant all disturbed area with permanent ground cover and / ! ~ I I / ~ i I / l ~ ~j / .i I I ! / i ` QL
install devices/structures sufficient to restrain erosion within 15 calendar days of ~ ' I / ! 1 1 ~ / I ! • { ~ ~ ~ ~ / r i / ~ ~ l J i i 0 \ / / . ~ i / r • f
completing any phase of grading. Reseed as necessary after precipitation events to I = i I / / I ! ~ 1 1 ~ 1 / l I I i I / / / 1 I J ( 1 1 ` I ! / / ~ ~ ~ ~ J / _ \ I l ~ / l / / . ~ ~ /
establish vegetation. 13. The Contractor shall confirm with the Project Engineer and NCDENR Division of I ~ ~ / / ! 1 1 I 1~ I ~ I / / i I ~ • / 1 I I I• I 1 / / I 1 ~ ~ i / / / / • ~ i ~ ~ / l I ~ / 1r - / i ~ •r r /
Land Resources that removal of erosion and sediment control measures is acceptable t ! I i 1 f' t I ~ / / I I • ~ / I I 1 / ~ I I / / ~ ~ / 1
nrinr Fn nnv ramnvnl nnarn+innc Gp I i 4 / • I 1 / / / I ~ • \ / l ' 1 r ~
7 I I 1 ~ I \ / _ I ~ / l v
14.~ Tl~e Contractor shall refer to the NCDENR Erosion & Sediment Control (ESC) Field V Manuul for ESC maintenance guidance. - --1----_____--__ f_--- ~ . I / ~ / I ~ ~ ~ 1 ~ ! , / \ t i ~ i l •
15. All sanitary sewer system components are shown for reference of proposed future Q . I ~ I 1 ~ , / ; I ~ i 1 / 1 I ~ / / a . ~ ~ ~ ~ / 1 l ,1 ~ ~ i , ~ ~ I I ~ / 1 ~ ~ ~tif ~ , ~ / ~ I / r
systern installation only. No detailed sanitary sewer system installation information is j ~ ~ / / ~ / ! I I ~ I , 1 f i / ~
included in this plan. No sanitary sewer system is intended to be installed through use / 1 1 I l I . t 1 / --....C ~ 1 1 / i / ! ! / / ~ . 1 1 1 , / cck ~ ~ a~ ~ 1 ~ , ~ ~ , f ~ o0 Q
of th~;se this plan. i _ . _ I / ( ~ 1 1 ~ ~ o0 _ I 1 t ~ ----------t------------------.~--- 1 ~ ~ rooo ar , ~ o I ~ 1 I 1 ,o
16. The Contractor shall inspect erosion and sedimentation control measures weekly - - ~ i q I ~ / / ~ \ / ~ . I ~ 1 1 ~ / t I ~ ~ 1 I I 1 / • ~ ~ ~ / / / . 1 ~ - 1 ~ / ~ i / / / , ,U 61
and cony noted deficiencies shall be repaired immediately. Erosion and sedimentation j contr<~I measures shall also be inspected after any precipitation event of 0.5 inch or ' 1 ~ ~ / I ~ I 1 ~ / 1 1 1 ~ / 1 ~ 1 1 ~ -1 ' ~ / ~ / \ / / 1~0 'V
more within a 24 hour period. f / I I \ 1 I 1 I~ cn I ~ ~ ~ i i / / /i ~ ~ i ~ / ~ r : ~ Q
17. The Contractor shall remove sediment from behind fences prior to sediment 1 1 I ~ / / 1 1 ! ~ I \ I ~ I ( ( ~ \ ~ / 1 1 I .H I \ I
accumulating deeper than 9 inches. Place removed sediment within the project --l-~~ ~ - i = distur~ance limits or in an approved disposal area. - 18. The Contractor shall install either erosion control blankets or turf sod on all / ~ I ~ \ ~ ! I ~ ~ ~'T /
\ J I ~ I _ ~ - 1 I 1 1 ~n I ~ \ I I ,gyp \ 1 I 1 I ~ ~ I I ~ ~ I ~,y~ j ~ j ~ ~ ~ _ /r 1 2 / 1 ~ / t40
1 1 I ~ / I ~ ~ ! / ~ , O ~i \ r 1 I f- ~
finish~:d slopes with final grade equal to or greater than 4:1 (H:V) and in all channels. _ _ • a t I l ~ ~ I . _ - ~ ~ ~ 1 -1------- -----------1-- ~ i ~ I ~ 1 ~ ` \ 4 i i~ ~ i • / ~ / / ` ~ / V ~ I i N
The erosion control blankets shall be American Excelsior Curlex II matting (staple 1 ~ 1 1 1 J 1 u 1 / t ~ / / ~ ~ i / ~ i i / I i~ 1 ~ l/ ~ ~ / ~ , ~ . ~ r / cl~ (c)
pattern C). The turf shall be centipede (2" minimum thickness, type as approved by ; 1 1 1 tT 1 i i ~ ~ - ~ - •1 1 1 1 ~ ~ / 1 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ I - ~ ~ _ r / i~ ~ r ~ 00
Project Engineer). ~ - - - - ; - - 19. The Contractor shall install sediment fence at the bottom of slopes below disturbed ~ J' ~ \ \ \ ~ ~ ~ { i ~ \ ~ i ~ f / / / \ ~ / L..L.. O
area as indicated. \ 1 \ ~ ' ~ \ . 1 \ 1 \ , ~ i \ ..~p \ ~ ~ I ~ ~ ~ ~ 1 Q Q s--
20. Topographic information from multiple sources. - - - - - ¢36 - i \ ~ 1 \ \ r 1 ~ ~ i - \ ~ - - _ _ _ _ _ \ \ 1 _ / / o i
\ \ \C~ \ 1 \ I _ i~ \ \ \ \ ~ 1 ~ ~ ~ - \ i 1 of , , Err 1 i' ~ ~ ~ U
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~ \ \ ~ 1 i 1 ~ I \ 1 1 r r 1 1 ~ I \ \ t 1 I ~ ~ I l I
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. am \ l • \ Q p0 ~ / j 1 / / r ~ i r ~ / , / ~ / ! 1 r r i / / / r ' / ~ ~ ~ / - SCALE HORIZONTAL: 1" = 50'
(45' or 50') ~ I \ \ ~ I / , i ~ ~ 1 / , f r VERTICAL: N/A
ff' 20~ (50' RW) 6' • ~ S / ~ , ~ \ i \ / / / / f ~ / i / / ~ ~ I I f i / i / / / ~ ~ ( I / ~ / / ~ DRAWN BY: TSB
shoulder ~ ~ 18' (45' RW) 6 ~ ditch ~ 1 ` \ / ~ ~ ` / / / ~ ~ i 1 , / / . ~ ~ , 1 f 1 t ~ ~ / DESIGNED BY: TSB REVIEWED BY: DRL
10' S0' RW ' ~ _ 01 i ~ r ~ 1 ~ ~ / / / ~ 1 I ~ / 1 ~ / ~ l I / ~
~9 (45" RW 2"I SF9.5A i i %4% 4b / ~ / 1 i 1 ~ 1 I ; / FILE NAME: 070012AD.DWG
4kft \ \ \ / I %F lb of 47 *46
2%- +1%-- 290 4W~• \ • 4% 4b
• - 4b db ~f 00 DATE: 2007 JULY 30
/ I I i/ i i / / / /
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~ rrrrrrrrrrrrrrrrr¦ ~ rrrrrrrrrrrrrrrrr ,r ° _ _ .i i Q i i ~ r' ' O ~ » ~ ~ ~ Curve: 40.00 ~ ~ ~ W 0
. -+.r rrrrrrrrrnrrrrrrr rrr ¦rrrrrrrrrrrarrrrr rrrr~ r~M~~~~~~ ~ K: 4.93 ~ ~
r~r¦..~rrrrr\ t r•rr••r•r•r•A•r•r•r r~rrrr~ •r•rrrrrrrrr•rrrrr• rrrr - ' E: -0.41 0
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60 0 ~ 60 ~ 120 18 _ 180 ~ SCALE
_ _ ~ HORIZONTAL: VARIES
1 "=60' ~ VERTICAL: 1 6'
i ~ DRAWN BY:^ TSB ^
UtJIIiIVtU tlT: 15d ~ REVIEWED BY: DRL
1 =40'
JI?T I FILE NAME: 070012AD.DWG
EA uRNGA RD ~ COUI?
26 360
Entrance Widening/Striping Detail (Intersection of Ray Road and Westerfield F DATE: 2007 JULY 30
;ld Farms Road)
SHEET 4 OF 7

.--1
NOTES ' ill 1' 'i 00 0
P~ with Concre an M t e~r-) ~N00 1 _ h1 N
1. The: Contractor shall notify the Project Engineer and Harnett County Public Utilities ' nc or at ~ ~~~e~l ~ ~ ~
of work intent at least 3 standard work days prior to start of water supply system ' ~ a ~ ~ r~~~ cd O d
construction operations. The Contractor shall notify the Project Engineer and Harnett \ ~ ~ ' ~
Count~i Public Utilities of expected completion at least 3 standard work days prior to I f !1 ~ 1 ~ ~ . I ~ 50 50 0 150 ; ~ ~ ;
water supply system construction completion. In the event that the Contractor does not ~ ~ ~ o
properly notify the Project Engineer and Harnett County Public Utilities, the Project " Engineer or Harnett County Public Utilities may require the Contractor to remove all ; '~`w+r,.~ l Cy 1 A D 8 3 = _ - _ - - _ _ i" ~ocd C w
water supply system components installed without the necessary inspections and replace i `l
under the required supervision, review, inspections, and tests at no additional cost to Ci
the Owner.
~ f ~ ~ ~ / Cd
2. The; Contractor shall coordinate all inspection and testing of water supply system e ~ 1 I
with the Project Engineer and Harneti County Public Utilities. All water supply system ' ~ 1`` `1` ` I / ~
components shall be tested per current minimum requirements of the County of Harne~:t and the State of North Carolina. I ~ ~(r 1
t ( r ` 1 y 561f of Casing Yipe
4. All water supply system fittings shall be US steel and shall be thoroughly swabbed ~p and MJ Plug with
inside with HTH solution immediately prior to installation. 1 ~ Concrete Anchc
~ f (at pipe en - 1
5. Nu ~nber 14 copper wire, coated for direct burial wire with corrosion protection, shall ' • r 1~~ ~ f +~w ' - ~"17 1
be in~:talled 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. Anodes shall be ~ ! 1
soldered to the tracer at 500 feet intervals. The tracer wire shall be placed atop all `"'r.. i ~
water supply system pipes. i
~ f
6. All water supply system pipe joint deflection angles shall be the lesser of 10.4 f i ~ /
degreE;s per 20 feet pipe length and as indicated by the current Uni-Bell PVC Pipe '
Association Handbook of PVC Pipe. fj ~ o ti
7. Thf: Contractor shall use grip rings with ductile iron pipe and fittings. 1 16 0
r 1 r /
8. All water supply pipe shall be installed by the Contractor with 36 inch minimum i 1 ! f
ground cover above pipe top. I t~ I
i 116 1
9. All water supply pipe shall be installed by the Contractor with 18 inch minimum i j~ j~ 15 50 /
separ<~tion from stormwater pipes.
10. Water supply pipes crossing over stormwater pipes shall be cased with 16 inch ' r 11..y rf ' 118
smooth wall or spiral welded steel pipe with a minimum yield strength of 35,000 psi. 1 la s
The using shall conform to ASTM A139 Grade B or ASTM A53 Grade B. The water 1 r 1 ~ ~
supply pipes through the casing shall be ductile iron supported every 8 feet with steel f t i i EA s •
alignment guides. Flexible casing seals shall be on each end of casing. The casing f ~ ~ i j , ~ 15 00 r 023496, M 1 I « • _
shall ~:xtend 10 feet from crossing centerline on each side of the culvert. 1 t r ~ Gilt
11. Water supply pipes and appurtenances within 25 feet of roadway centerline i ~ j ~ ! •
intersE;ctions shall be installed by the Contractor such that top of pipes and + t 38+/- if of 6" Water Main r Main
appuri.enances shall be at least 75 inches below pavement edge elevation. i ~ ~ ! ~ ; ~ (C-900 PVC) f
I , ' o
s t ~ / 115 ~ 4~S Valves (x2), / 1
~ ~ ~ ~I#ydrant Assembly,
r I 1 and MJ~Ptctg with Concret ~ Anchor (at pipe ch~),_, incret
c 1
e I 1 I ~O 1
i i r ~ f r /
1
s I 119
t 1 i S~ %
f 1 i U
1 L_ ____...-.w___r___ + _ -----------------------1 f M ~ r f r i f ~ \ ~
\ r 1 r ~ ~ i
---------------------1 ~ ~ I ~ r ~ I ~ ~i~~r ` O
. I ~ 1 ~ f r
~'r I 1 ~ i
1()4 + 0 12 7 ( ~J t 1 i t 1 ~ ~ r r'~ i i r ~ i W~
I 1 i r 1 1 ~ ~ 1 1 r z C40 ::D
I I I ~ 1 I ~ 1
1 1 l ( # 1 ~ ~ 1 1 f ~ I f 1 f 0
I I 1 I I i r I 1 f r , U
4 ~ r 1 / f I 1 1 I
+o 1 1 r f f 1 I / 1 I
0 r o r 1 N
1 ~ t i W O
I I I ! o ~ ~ , Z
l 1 I ' 1 Valve, H ~O~ + 0 12 g ; _ ~ } Asscmbl _ - MJ Plu j Concrete 1 ~ (at pip 38+/- if of 6" Watcr Mani i ~ ~ r ; a ve rant , ,y ~ ~ 00
1 I I 1 ~ f ~ssc,m an ~ ~ ~ o
i MJ P it u w T . g ~ ~ , ~ ~ r r Q ~
1 I I ncrete c or r ~ f, O at i e en ~ Q = ~ v
I 6 p P r r o •II J ^ J
I I 1 L~___.~_..__...~_.._-»- + ~ ~ (C-9U0 PVC) 3~+ -1 of b Wat~;r Main a1h f `i ^I I
~ t PV f c o
I ~ ~ , ve • -0 offo) 0 c'4
I I 1 ' ~ 1 f~ ~ ~ ro , , ~ j Q U
1 I 1 1 valves ~x2j, liyaza,~~ '.t t ~-~~ss~emhly;and MJ Ylug t ~ ' a ves x r ~ ~ ,
ant Assem r r , f ~ lv ` a , Oc~Z W
1 f I 1 ~2 ~ with Concrete ~ac:~ior C~ at pipe end) ~ ~ ' an wit onc,ret / , r ~ Ld 00
I I 6°x6" Tee ~ ' ~ , - ~ ~ ~ l nc or at ~ t; ~ r f ~I Q
I t and Valve 'h••,.~~ - - - ~ f ff ~ • ~ f
I I I1I f ' ~ ~ \ ' ~ 1-12
L_._____ f ~ \ ~ ~ ~ i
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rf r~ 1~ I ~ / Q
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n e / ~ j ~ Q i l r f ,
.i~ .i~ \ - ' _ Q r s f 1 r r~+ f 1 ~y / r
~ 1 ! i
i i ~ i err '``~ti ~ `-~-1 W d'
j ..w,r,..,,,,~~ ~ / /
x6 Ta in pp g r r SCALE
~ ev an Va e e ve ~ ff / r f HORIZONTAL: 1'* = 50'
~ ~ - , ~ r / I ~ r i VERTICAL: N/A
~ \ ~ I~1 r r ~ -f- t ~ i f DRAWN BY: TSB DESIGNED BY: TSB
REVIEWED BY: DRL
t / i
~-1721+/- if of 6" Water Main ! ~ i r FILE NAME: UIU011AU.UW(i
(C-900 PVC) ' ~ • , ~ ~ ~ ;
1 h~
~r ~ , ``~J r DATE: 2007 JULY 30

i 1 i~ • f
SHEET 5 OF 7

i
00 00 M O
0 00 00 _ N N N
N~~RRATIVE SITE SEEDING SEDIMENT FENCE
The; site is being developed as the first phase in the first section (Section 01 Phase 01) of multi-section res on residential I. GENERAL SEEDING AREA PREPARATION (NTS) Q,~ O O
sin~~le-family home community. The site is located along Ray Road in Harnett County (North Carolina). The site to have been primarily utilized for agricultural purposes, including swine operations. The site currently has relativ vecetative ground cover with scattered areas of young trees and associated forest litter. The .:,ite has slopes ran site appears Wooden Post (1.5"x3.5")
relatively sparse 1. Verify with Project Engineer the areas to be prepared as seedbeds. or Steel Post (1.331b/If min) Filter Fabric Mirafi i OOX or e uivalent
es ranging 2. Areas to be seeded shall be mowed and raked with rough chain link fencing or similar equipment. 7~o ed e of fabric of 18" obove round surf cover O .4-~-
fro ~n approximately 0.1 ~ to 20%, with slopes outside eroding gullies generally ranging from 0. i % to 5.5~. The s the site are of the Blaney, Bibb, c~nd Gilead series. The Bibb series is along Ray's Branch. The Blaney series co most of the site, with a small area of Gilead near the entrance from Ray Road. The Bibb series is a sandy hyd The soils on 3. Large rocks and other obstructions shall be removed to improve the probability of successful vegetated cover Cd surface Cd
es comprises establishment.
dy hydric soil. 4. Apply agricultural lime (3,000 Ib/ac) and commercial fertilizer (135 Ib/ac nitrogen, 75 Ib/ac phosphate, 75 Ib 75 Ib/ac
They Blaney and Gilead soils are sandy looms. The purpose of this plan is to guide construction operations and environmental protection measures during infrastructure construction activities. The maximum area of disturbance and relate potash) uniformly and thoroughly mix with soil. Dance is 20 5. Seedbed shall be smoothed as needed such that the depth of surface ridges does not exceed three (3) inch II. GENERAL SEEDING PROCEDURE cc3 cam,.,
acres or less. inches.
1. Verify with Project Engineer the type of seed mix to be applied in the various bed areas.
GE=NERAL CONSTRUCTION SEQUENCE 2. Seed in accordance with the schedule below, adding 0.15 Ib / 1000 sf Rye Grass (Lolium multiflorum) to ea 'Construction type and adding an additional 0.15 Ib / 1000 sf Rye Grain (Secale cereale) to each seeding type between the Ray Road. September and April. l~ Pid Lill seeding / W W ~Y ~ J ~ F
1. Install safety barricades, signs, and other measures as appropriate, including roadside NCDGT approved "Constr the months of ~ \ ~ W W W W I ~ I / \ ~ /
Entrance Ahead" warning signs at 500 feet and 1000 feet from construction entrance along both sides of Ray R / W W W W I ~i \ ~I I~
2. Install construction entrance. 3. On areas where erosion control blankets or sod are not to be installed, mulch with straw or hay at the rate rate of 3,500 W W W W ~ _ ~
3. Clear areas for installation of erosion and . Ib/ac between the months of May and November, and mulch with straw or hay at the rate of 4,000 Ib/ac betw months of December and April. . between the y W W ,Y W ~ W i , ~ 119~q\~~\\/\ _
4. Install erosion and sedimentation control measures. 5. Begin rough grading operations. 4. Tack seeded areas at the rate of 8 gal / 1000 sf. XIS` ~ / ~ W ~Y W W `W ~ ~1 / ~ ~
6. Replace and repair erosion and sedimentation control measures during construction as necessary. ~ ~ \ \ / I
7. Install water supply pipes and appurtenances. * Seeding and amendment application shall occur once a year on areas where needed. i ~ / \ W Y Y W ,Y W W W W ,Y
8. Install stormwater pipes and structures.
9. Begin fine grading and road base installation operations. Scientific Name Common Name Seedin Rate Ib ac / ,
10. Install entrance curbing.
11. Pave roadways. Asclepia tuberosa Butterfly Milkweed 1.00
12. Install stormwater channels and landscape infiltration buffers. 13. Prepare, amend, and seed all disturbed areas. Aster spectabilis Showy Aster 0.75
14. Install erosion control blankets. Cassia fasciculata Showy Partridgepea 1.00 NOTES Trench (8"x4") backfilled with - with -
15. Install landscape vegetation and entrance features (sign, other). Chamaecrista fasciculata Showy Quailpea 1.00 compacted sand-clay 1. Posts shall be installed 5 feet on center along the sediment fence alignment. -clay
16. Remove sedimentation control measures (after removal is approved). Diodia teres Poorjoe 1.00 2. Filter ftibric roll ends shall be overlapped along 2 posts (10 feet).
Echinacea purpurea Purple Coneflower 1.25 3. Posts shall be driven 24 inches {minimum) into ground from surface.
Eupatorium maculatum Joe Pye Weed 1.25 4. Filter fabric shall be trenched vertically 12 inches (minimum) into ground from surface.
EF;OSI~N CONTROL BLANKET Glandularia canadensis Rose Mock Vervain 1.00 Helianthus annuus Common Sunflower 1.00 5. Filter fabric shall be attached to posts on the upper side of slope.
(Ni"s) Lespedeza capitata Roundhead Lespedeza 1.00 6. Filter fabric shall be attached to each wooden post using a minimum of 3 heavy duty galvanized wire staples. taples.
Monarda didyma Scarlet Bee-Balm 0.75 7. Wire staples shall be a minimum of 1 inch long.
Panicum dichotomiflorum Fall Panicgrass 1.50 6. Filter fabric shall be attached to each metal post using a minimum of 3 heavy duty polyethylene clamps.
Panicum virgatum Switchgrass 1.50 a~EAL
Rudbeckia hirta Blackeyed Susan 1.00 02344.94_- w
Salvia splendens Scarlet Sage 0.75 Schizachyrium scoparium Little Bluestem 1.75 • ,~r.
Sorghastrum nutans Indiangrass 1.50
Tridens flavus Purpletop 1.50
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STANDARD CURB
//j jj //j //j ///\//~///\//j //j //j //j //j j ij~//~//~//~//~//~//~//~//~//~//~//~ (NTS)
j~~ j~~~ j~~ j~~~j~~ j~~ j~~ j~~ j~~ j~~ j~~ j~~~~~ j~~ j~~ j~~ j~~\/~~ j~~ j~~ j~~ j~~ j~~ j~~ j~~~ j~~ j~~ j~~ 1.75 steel stoples ('I 2 Ion 9) Per Square Ya j\~j/\~j/\~j/\~/\~jj~j/\~j/\~j/\~j/\~j/\~//~~j/~~/~~j~\/~~j~~j~\/~~j~\/~\/~\/~\/~\/~\/~\/~\/~\/~\/~\ uare Yard NOTES
/ / / / / / / / / / / / / / / 1. When used on high side of roadways, the cross-slope -slope of
the gutter shall match the cross slope of the adjacent cent
NO~fES R: 1 /8" ~ ~ 3~~ pavement and the thickness of the lip shall be 6 inches, nches,
unless otherwise shown on plans. 0
1. American Excelsior Curlex II erosion control blankets shall be installed on all slopes of 3:1 or steeper. 2. Concrete in curbs shall be 3000 psi, with fiber mesh mesh U ~
2. Soil shall be prepared soil before installing blankets, including application of seed, lime, ferl:ilizer, and all othe amendments. other ~ reinforcing.
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3. The top edge of the blanket shall be anchored in a 6" deep x 6" wide trench (unless otherwise indicated). O
4. Backfill shall be placed and compacted in the trench after stapling.
5. Blankets shall be placed end over end with a 6" overlap. v~
6. Overlapping blankets shall be anchored together with staples, approximately 6" apart.
5. Blanket overlap shall always be placed such that lower blanket is downslope of upper blanl~:et. LIQ Z
6. Manufacturer guidelines and recommendations for blanket installation shall be followed. 7. In loose soil conditions, the use of longer stakes may be required to properly anchor the t~lankets. (JO ::D
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CONSTRUCTION ENTRANCE
(Nrs) N
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a 0 L4j a-
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ry U or- ELno a- oLnI.L-
a o~ C fl - = CSC? ~ ,gin ~ ~ c~c~ . " Geotextile Filter Fabric Liner _ ~ ~ -
- ~
(Trevira Spunbond 1135 or Miraft 600X)
Well graded 2 to 3 washed stone
(6" minimum thickness)
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DIVERSION BERM U
(N~~s) N W O
d
D
,~I >
W d'
~i~~j ~I\~~\~~~~~ I \!/'~/~~j '\~I~ ~~\'/~'~~\~i I \'/'~i~~j ~\~~~.~1\~~\~~~~1~ I \f/ ~~i~~~ ~~~I~ ~1\~~\'~~\~i i Ground Surface irface
SCALE HORIZONTAL: N/A
VERTICAL: N/A
DRAWN BY: TSB DESIGNED BY: TSB
REVIEWED BY: DRL
/ ~ ~ ~ . ~ i ~ I
FILE NAME: 070012AD-DWG
DATE: 2007 JULY 30
¦ ~ SHEET 6 OF 7
i

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C6 C4 OC) 1 C4 C11
EI~OSION 8c SEDIMENTATION CONTROL MEASURES MAINTENANCE
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Er<~sion and sedimentation control measures shall be inspected weekly and any noted deficien<:ies shall be repair immediately. Erosion and sedimentation control measures shall also be inspected after any prE cipitation event of repaired
nt of 0.5 xa~ ~
inches or more within a 24 hour period. Remove sediment from behind fences prior to sediment accumulating d thcin 9 inches. Remove sediment from pools prior to sediment accumulating deeper than one-•-half the pool dept Rei~nove sediment from paved roads immediately. Place removed sediment within the project disturbance limits or ting deeper depth.
sits or in ~n C,4 cn
ap~~roved disposal area. Replace materials (rock, fabric, etc) and repair structures (entrance, pools, fences, etc) etc) if
damaged. Reseed as necessary after precipitation events to establish vegetation. Undertake all maintenance opera operations Cd
prier to commencement of other work activities. Refer to the NCDENR Erosion & Sediment Control Field Manual f inual for
ad~jitional erosion and sedimentation control measures maintenance guidance. CCU
THRUST BLOCK DETAIL OF BENDS FOR WATER MAINS H
N.T.S.
SITE CLOSEOUT
When NCDENR Land Resources Division officials have approved removal of temporary erosion cind sedimentation c measures, the following procedures shall be followed: 1) remove accumulated sediment from fences and pools; 2 sediment fencing; 3) remove sediment pools; 3) grade disturbed areas to match original surface; 4) inspect all grc,und for adequate vegetative cover; 5) seed (and reseed as needed) all disturbed ground; ~:i) remove construc eni.rance; 7) and notify Project Engineer, Owner, and NCDENR Land Resources Division officials that project has coi~npleted. tion control caNCRETE couaR oN vw.vE cOVERs
cols; 2) remove ~
:t all disturbed NZ_~ NZ UNDISTURBED EARTH CAST IRON COVER IAARKEO "WATER" ADJUSTABLE TOP
.r.,::.;..
has been ~ .•.f':~:~:~``:,: t
j~ ~ . ~ I ~D
2' i-2 ABC PAVING {~IINI~IU~I)
18"x18"x6" CONCRETE PAD
vanes CAST W PIACE {fc •3000 pei) varta~
8' STONE
CAST IRON VALVE BOX
` UNDISTURBED EARiH VALVE TO B£
,r,,...--~-'' C1AW 4R EQUAI.
PLAN ELEVATION CONCRETE BUOCKING
f.• ~ ~
NOTE: THRUST BLOCKS SHALL BE CONSTRUCTED OF 2000 P.S.I. CONCRETE
DIMENSIONS OF VARIABLE "A" (IN FEET)
PIPE SIZE (NOMINAL DIAMETER IN INCHES)
BEND 2 4 6 8 10 12 16 18 20
90' 1.5 1.9 2.8 3.8 4.7 5.9 7.5 8.5 9.4
45' 1.0 1.4 2.1 2.8 3.5 4.3 5.5 6.2 6.9 SEAL
w 023496
22.5' 0.8 1.0 1.5 2.0 2.5 3.1 4.0 4.5 4.9
11.5' 0.8 1.0 1.1 1.5 1.8 2.2 2.2 3.2 3.6
t\
Note: Thrusts shall include plastic with a minimum of six (6) mils thickness to protect fittings
for future repair.
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THRUST BLOCK DETAIL FOR TEES
N.T.S. i` i
1 ~.i
0
U
Z 2 VI~VWIVRDGV GM 117 N N
r, .t . ~ zz
~ w ~ • Double Yoke Meter Bar May 8e Required Meter Box 0
Ford AV94-323W Yoke Valve Plastic with Cast
. • Woter Meter ~ Iron Lid
- ~ . A
' \ Wz
~r : i / ~ ~ , :c , ~ . . ? i ::D
1 Check Valve 0
UNDISNRBEO EARTH Ford HHS91-323 dock Wing Angle Valve U
Minimum depth 24"
Customer Piping
. . . Brass Adaptor for Compression Connection
WW
5~ min. ~ 1 " HDPE Black ~z0 00
Service Pipe Ford VH-72-7W Corporation Stop 0
Meter Setter az
Brass Saddle Ford S70 p=O U
J J ~
Hand Tamp Backfill Under
Service Tap and Piping (D 0
ote: Thrusts shall include lastic with a minimum of six 6 mils thickness to rotect fittin s N p g P for future re air. P Ljl~ ::D E -o 00
Note: Services under pavement shall be cased with schedule 20 2" PVC Pipe. u) 0 04
Service tubing shall be HDPE 1" minimum 200 psi operating pressure and ` ~ccZ
certified for potable water.
v ~ 0 W a) a a)
of E Lo
C) a_ 0 Lo U-
StFMiER NoznF
TO FACE 5TREET
CLOW FlRE HYDRANT 0 OR EQUAL
18" (min)
d' GATE VALVE do YALVE BOX
(aee detan)
~IECNANICAL JOINT TEE
OR FIY[XiANT TEE z
3~' COYER (min) CAST IRON VALVE BOX 0 n.
8" DUCTILE IRON PIPE ROh1AC GRIP RINGS U
WATER I~AW OR EQUAL y~yyE R061AC GRIP RINCS w D
OR EQUAL
' • . ~ ~ . O D i

CT1LE IRON PIPE CONCRETE BLOCK NG ~ 8 DU .
CONCRETE BLOCKING TIE RODS W
vcriea varies
SCALE HORIZONTAL: N/A
VERTICAL: N/A
• r I ckin shall be oured and contained b undisturbed earth and fittin s Note. Conc ete b o P Y 9 9 DRAWN BY: TSB DESIGNED BY: TSB
in contact with concrete shall be wro ed with six 6 mils or better PP REVIEWED BY: DRL
of eth lene sheetin . P Y Y 9
FILE NAME: 070012AD.DWG
DATE: 2007 JULY 30
SHEET 7 OF 7