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SITE TOTAL NEU`. i^ TAL NEUSE BUFFER IMPACTS 70 LP 0 CREEKWOOD HIGHWAY ,
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101 10 ' 0 CP&L EASEMENT
DB 3180 DB 3180, PG 102 & DB 3184, PG 27
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1 ' A H I FROM TOP OF ANK . ~ ~ ~ FAISON-GLENWOOD, LLC (50 E C S DE 8 )
NEUSE BUFFER ~ 50' EACH SIDE FROM BUFFER ACH SIDE FROM TOP OF BANK) / ~ ,
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, ~ ~ L- SUNDER CONSTRUCTION - SC CUD ZONING
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II 1 ~~w ~ I 20 CONSTRUCTION EASEMENT I
j 002, PG 8 -1290 MB 2002, PGS 1288-1290 ~ I I 1
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MB 2002 PGS 1288-12
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LINE TABLE \ ~ 1 l ~ J ~ 1
LINE LENGTH BEARING \ / \ II \ / NO ACCESS TO US CESS TO US H WY 70 ~
L1 40.69 S22'55'58"E \ / L2 93,43 S23'O6'05"W \ / I / ~ ~ ~ / ~ 1 ~
L3 100,47 S27'35'12"W \ / ) MH9 / ~ ~ 1
L4 99.05 s25'S1'o1"w ; 50' AVERAGE STI AVERAGE STREETYARD / ~ 50 AVERAGE STREETYARD 1 ~ ~ I
L5 90.58 S32'11'22"W , , ~ r ~
L6 89.41 S35'37'15"W ii
L7 42.10 S42'58'00"W ~ ~ ~ \
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CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD CHORD DIRECTION DELTA
C1 272.00 194.96 101.88 190,81 N67'39'35"E 41'04'04"
C2 530,00 372.92 194,55 365.28 S61'22'50"W 40'18'53"
C3 533.06 192.86 97.50 191.81 S88'54'40"W 20'43'49"
C4 540.00 14.21 7.10 14.21 N77'04'55"W 01'30'27"
C5 272,00 191,48 99.90 187,55 S12'01'27"W 40'20'07" C6 470.00 333,49 174,11 326.54 S61'12~38"W 40'39'16"
C7 464.92 167.70 84.77 166.79 N84;46'02"W 20'39'58" ~ MH7
C8 460,00 79.51 39.85 79,41 N7253'03"W 09'54'11" I - APPROX 1480 LF OFF SITE SEWER
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JOHN A. EDWARDS ~ COMPA , = 100 9 16/04 LA E
(IN FEET ) PROPOSED LOT 2 AND LOT 3, ALEXANDER P C Consulting Engineers
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333 Wade Ave., Raleigh, N.C. w a ~K u
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Phone [phone] JRC RALEIGH WAKE COUNTY NORTH CAROLINA,
1/27/03 REVISED PER COMME :D PER COMMENTS JRC FAX [phone] FILE ND: CHECKED BY:
DATE REVISIC E-mail info@'aeco.com JAE. JR. SITE PLAN REVISION BY ~