20070127 Ver 1_Site Plan_20070119

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Pavement Surface min a
Existing Grade ioPe ----Slope = .25" per fook Sloe = .25" r f 3 i Existing Grode .~.q S Slope - - - f`73r
c 1.5" 5.5" 25-8 Baee SF 9.5 A or B Gross per
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ID 2906 Mep0uept,dw,;42906TekA4ae 1 ki ~
Culvert Crossing Cross-Section
RAW Not to Scale ~ Vicinity Map
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PINE VI.hIAGE AT GRAND OAKS T~a~ MB PG 110 OAKS
~ ~ TI FR TIE FROM ~IP~f 1 TO WETLAND FLAG A6
Pavement surface ~ ~ IS 222 ---Slo = .25" foot Slope >z .25" r foot ~ ~ ~ IS 222.15' @ 572°22'09"W
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~MC INTYRE CLI1=~fON
M I-t or I-2 ~ l ~ of DB 1634 P( + I Df9 1634 PG215
(Culvert below existing grade Asphalt 24" Culvert C.i ~ equdi to at Ieoat 20X sizo of ~j
culvert) ~ ~ n~ , ~ 1 ~
TIE FROM EIP® PI TO ~ P~ ~ ~ ~
~ c%~ I.S. 2s.os5 WETLAND FLAG B64 IS ~ ~ ~
224.Q3" S75°36'25"C ~ ~ ~ ~ ~ 0 0 , i ~ 1 r~,. - l
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DoT s ,v ~e
.l- ~ ~ 'Q Nail C~ PC ~ ~
~ ~ GRAND OAKS GOLF nor ~ ~ % ~ ~ PROJECT LIMIT LINE ~T LIMIT LiNE
ENTERPRISES LLC Culvert Crassin ~ , ~ tee.
9 DB 1596 PG 348 u ~ ~ ~
E.I.S. P~ ~oTa ~ ~ \ ' / ~

TOTAL PROJECT AREA- 26.32 AC~+ / . ~ ~ A ~
TOTAL PROJECT , ~ ~ h ~ , J ~ _ ~ i _ ~
_ / WETLAND AREA- 2.52 ACS- 1 . ~
r - y ~ r . Wetland Preservation ~ ' ' .
Area ` i" ~ ~ J 1 WETLAND LINE A TABLE _ .
/ ~ ~ , 1 i ~ ~I, ~ ~ ~ LINE LENGTH BARING Al-A2 17.61 550.29'41' A67-A68 13.43 S~5.03'8 '
A2-A3 43.78 566'19'19' A68-A89 " ~-80.82 N87.23'21' A3-A4 38.83 543'52'26' A69-A70 29.55 ~ X560'12'37
~l ~ ~ / A4-A5 41.0 584'58'01' A70-A71 1.93 µ 551'06'08" A5-AB 40.4 548.18'48' A71-A72 20.95 553'54'44"
1 r. I / / AB-A7 20.k8 541'31'29' A72 73 25.94 583.54'44" A7-A8 33,98 560' 'OB' A73-A74 2552 584'54'43'
I- ~ ~ ~ I1~ w A8-A9 32.1 537.01'14' A74-A75 21,18 501.09'44" A9-AtOA 39. S63'24'S4' A75-A76 21.07 503'0915"
~ '1 I ~ ~ / ~ I / ~ I B ~ ! A10A-AtOB 49.E S21'32'S8' A76-A77 28.33 S05'S4'44"
r ~ - / - / i ( Af08-Ati 49A5 542'18'05' Ali-A77A 19.17 N82'05'47" Ail-A12 37.46 549.48'05' A77A-A778 37.55 586'32'21"
_ ~ ~ ~ ~ A12-A13 22.50 S83.18'08' A778-A77C 65. S7 '5938" A13-A14 26,80 7,'18' 0' A77C-A77D 15.82 525'32'24" BOUNDARY UNE TABLE
Culvert Crossing Cross, Sectwn TOTAL IMPACTED t- 9 t~ ~ ~ 5treamflow Ovecbon _ ~ / ~ ~ \ \ ~ A14-A15 35.90 505'33'05' A77D-A 6.13 N71'08 At5-Ais 25.5 S51'18'00' A77E-A77 38.19 582.44' 8' LINE LENGTH BEARING
Nat to scale WETLAND AREA- 0.056 - / ~ r ~ ~ ~ A1B-A18 37. 550.18'05 A71F-A78 15.02 517.18'42' L139 282.87 S72'29'33" Al A19 28.5 552'48'00" A78-A79 20,58 S34.54'08' ~L1Jf0 7,12 'µ540'S5'09"
Wetland Preservation ~ a ~ i ~ / ~ __..~_...__...____._._.____APProximateiy 45' 1 Area ~ ~ ~ i ~ ? Q A19-A20 31.4 54118'05" A79-A80 23.26 S3T 4'08" L141 88.14 ~~µµµµ553'0T14" A20-A21 27.3 555'28'00' ABO-A81 29.15 506.20'5 " Li42 287,00 4 • '24°
~ ? ~ w Alt-A22 26,34 541'18'10' A8i- 2 28.85 506'39'49 L143 14244 546'22'12" A22-A23 21.7 505'18'00 15.08 Sii'20'12' Li44 94.99 528.37'45"
o - / - ~ t 7 ~ ~ A23-A24 ib. S53'18'08' ~3-A84 19.24 S~'39' Lt46 179,85 550'05'12"
Subdivision Rd Subdivision Rd o9 V A24-A25 22. S3D'18'00' ~-+~5 25.31 Si9'39'49 L148 47.12 511'48'30" A25^A26 17. 570.1157" A~-~8 31.61 509.24'49 Lt47 12718 571.0102"
y/ ~0 ~ ~ „z / ~ 113 ~ ~ 1/y 6- 8 18. 550'18'09' A86-A87 15.82 541'08'48" Li 46 198.62 N4T12'S1" 8-A29 222 559'03'04' A87-A88 44.71 579.40'54" Li 49 34.71 N38'38'S8"
G1 i A29-A30 38.45 530'08'03' A88-A89 42.94 N46'48'35" Lt60 29,82 N53'S9'24' A30-A3tA 525'18'06' A~^A90 27.89 547.54'29" L151 133.88 535'41'35"
I-1 or I-2 ~ t~ \ ~ / A3iA-A31 28,40 530'1754' A90-A91 50.75 554.1113" L152 180.25 582'24'03" A31B-A32 20,48 509.18'01' A91-A92 62.17 N87.32'47' Lt53 1667 514'29'21"
Asphalt 6" ABC Base ~ 6" Earth fill 24" Culvert ~ ~ ~ ~ ' A32-A33 35,58 N89' 1'55 A92^A93 18.62 552'39'51' L1 34,14 552'44'57' A33-A34 30,94 578'18'04' A93-A94 17,54 547'31'05" L165 39.11 SDi'39'17"
~ ' Stroam Channel ~ ~ A34-A35 28.1 556' 3'05' ~'t-+~5 37,95 512'43'02" L156 143.58 52 '48'09" A35-A37 34. 519'48'03' A95-A96A 15,60 555'34' 1"' L157 44.22 S72'56'13"
1\ A37-A38 24.8 •18'11' A96A-A988 28,18 514.55'40" L158 47.74 509^03'13" A38-A39 2203 551.03'00 A98B-A97 25,11 S56'24'55" L159 41.48 501.54'41"
A39-A40 i6$ 571'18'06" A97-A98 47.21 510.48'17' L180 27.00 S2i•29'S7" A40-A41 12 559.18'05" 81 34A0 552.44'25'
i FREDDY BROWN ~ v A4t-A41A 46. 524.41'55" L182 39.97 556'49'23"
r_ DB 2976 PG 330 ~ A41A-A418 t . N86'2123' L163 76.62 558'53'12" A41B-A41 42. N33'22'12" 1 115.31 532'28'54'
e en ~E .S. A41C-A42 14.4 N80.41'S5' L1 W'" 200.39 S15.Ot'25' A42-A43 i8 545.18'05" L188 48A8 Si0'4T28"
A43-A44 1B, 531.51'11' 118 72.95 573'36'45" A44-A45 13 525'31' L188 BS.12 N31.55'07"
A45-A48 1. 522'03'31' L169 77,89 N31'55'07" A46-A47 28. 538.31'17 WETLAND LINE B TABLE L170 508.98 552.06'53"
A47-A48 32.78 N6t'S0'39" B 64 18.57 544'22'09' U71 182058 N '1 '18" A48-A49 23.3 S74'30'Ut" 884-865 44.23 542.30'32' L1 279.04 N06.39'S9
A49-A50 30, S48'19'24' 965-BBB 56.76 S5942'31' A50-A5t 20.28 542.00'57" 888-887 27.45 N70't8'43'
A51-A52 18.7 N78.1 '46" 987-B68 22.78 NB '45'32'
Wetland Preservation Area A52-A53 27, N70'27'24" 68-869 21.27 N83.33'27' A53-A54 122 N72'52'4t 689-670 27.40 S80• 'OB'
A54-A55 23. 5'85.46'16' 670-671 22.75 N85'43'13' A55-A5B 48.0 584'39'19' 871- 2 26.6 571.05'13'
A58-A57 22. 507'3)'14' 672-673 18.60 505.24'37" I A57-A57A 55.0 535'09'00" 673-674 40,37 546'24'52'
/1 A57A-A578 18. S54 51'00' 874-675 48.28 558'07'47 , ~ _ . wM ~ , ..A52 - _ . .9 ",,,,..,.M...:N215415' 975 B?8 33.42.... aa.a . _ _ _w.,_._,.. , v,,. _ _
A57C-A5$ 21.9 N830532" 678 677 40.43 N20'S6'4T A58-A60 17. 58430'03" 877-B78 31.84 M11'09'O6'
A60-A81 27. 558'38'66' 678-679 37.36 N00'34'37 ABi-A82 28.48 555.28'47" 879-880 30,29 N20°26'11'
A62-A63 45.40 509.39'00" 880- B. 17.89 579'46'13 A83-A84 56.1 538.32'11"
A84-A85 31. 519'24'25" t A65-A66 45,4 551'29'29"
Impacted Wetlands A66-A87 33.98 S64'02'14"
" CAL _
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Wetland Line 2
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1 0 100' 200' 400' FI Ure Pro'ect:
9 J 24 Culvert brand Oaks Tine: f~ationwide Permit
AL.~01V .~C~INEE~IIVC
C subdivision Plan
PO Boy 895, Bur aw, NC 2$425 910 259-4800
Date: 1I ~ ~If17 S~ ~ Scale: 1" - inn' Brawn hv• Ai nn Project ca~nn~ee
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