20151256 Ver 1_PCN exhibits revised 120315_20151209

IMPACT EXHIBITS
HODGE ROAD BUSINESS PARK
KNIGHTDALE, NORTH CAROLINA
0
U.S. 64 SITE
yoo � E
O
OFF-SITE
EWER
POOLE RD. (SR 10 7)
VICINITY MAP
SCALE: 1"=1,000'
IMPACT SUMMARY TABULATION
IMPACT AREA
TEMPORARY
WETLANDS (SF)
PERMANENT
WETLANDS (SF)
PERMANENT
ZONE 1 (SF)
PERMANENT
ZONE 2 (SF)
#1
0
14,242
0
0
#2
0
5,874
128
1,215
#3
7,137
150
1,991
1,375
TOTAL
7,137
20,266
2,119
2,590
INDEX OF DRAWINGS
COVER SHEET
OVERALL IMPACT AREA MAP
IMPACT AREA #1
IMPACT AREA #2
SANITARY SEWER PROFILE
IMPACT AREA #3
SANITARY SEWER PROFILE
GRAPHIC SCALE
0 500 1,000 2,000
WL -0.0
WL -1.0
WL— 2.0 ( IN FEET )
1 inch = 1,000 ft.
WL -3.0
WL -3.1
WL -4.0
COVER SHEET
LEGEND 3
ZONE 1 BUFFER IMPACTS
1 71 ZONE 2 BUFFER IMPACTS
PERMANENT WETLAND
IMPACTS
TEMPORARY WETLAND
IMPACTS

�::,.,,; _ _ _ -_ -
00
AREA OF POSSIBLE-
- FUTURE DEVELOPMENT I -
PROJECT AREA,/////'//',
IMPACT AREA #1
SEE DWG WL -2.0 Q
AREA #2
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SCANNELL PROJECT /
LEGEND
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GRAPHIC SCALE
0 1 0 300 600
1 inch = 300 feet
OVERALL IMPACT AREA MAP
PCN 401/404 IMPACT EXHIBIT
FOR
HODGE ROAD BUSINESS PARK
/*11rN PLAN PREPARED BY:
41cl>
ADVANCED
C I V I L D L S 1 G N
SCALE: 1 "=300'
DATE: 12/1/2015
51 Kilmayne Drive, Suite 105
Cary, North Carolina 27511
ph 919.481.6290
fax [phone]
DWG WL -1.0

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I `259-- ?8.— 9, PCN 401/404 IMPACT EXHIBIT
2 -"- ���---_ ♦ ,
I♦ FOR
257
-256
♦ HODGE ROAD BUSINESS PARK
---- aP PLAN PREPARED BY:
41cl>
51 Kilmayne Drive, Suite 105
Cary, North Carolina 27511
ADVANCED
LEGEND
PERMANENT WETLAND IMPACTS
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GRAPHIC SCALE CIVIL DES 1 G N fax [phone]
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SCALE: 1"=60'
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LEGEND
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BM^ 1973/37Tv, `,�y� O Top OP,S
ZONING: GENERAL RESIDENTIAL, ���, TOA OFe TRe
PERMANENT WETLAND PIN: 1743-52-1485
IMPACTS USE: MANUFACTURED HOME
ZONE 1 BUFFER IMPACTS
ZONE 2 BUFFER IMPACTS
GRAPHIC SCALE
0 30 60 120
1 inch = 60 feet
IMPACT AREA #2
PCN 401/404 IMPACT EXHIBIT
FOR
HODGE ROAD BUSINESS PARK
/NPLAN PREPARED BY:
41cl>
ADVANCED
CIVIL DES 1 G N
SCALE: 1"=60'
DATE: 12/11/20115
51 Kilmayne Drive, Suite 105
Cary, North Carolina 27511
ph 919.481.6290
fax [phone]
DWG WL -3.0

STATION 0 1 2 3 4
EX. GROUND 230.10 228.55 229.95 228.51 234.83
SCALE
HORIZONTAL: 1" = 60'
VERTICAL: 1" = 6'
GRAPHIC SCALE
0 30 60 120
1 inch = 60 feet
SANITARY SEWER PROFILE - IMPACT AREA #2
PCN 401/404 IMPACT EXHIBIT
FOR
HODGE ROAD BUSINESS PARK
PLAN PREPARED BY:
51 Kilmayne Drive, Suite 105
ADVANCED Cary, North Carolina 27511
ph 919.481.6290
C I V I L D E S I G N
5 SCALE: 1 "=60'
239.63 DATE: 12/1/2015
fax [phone]
DWG WL -3.1
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SCALE
HORIZONTAL: 1" = 60'
VERTICAL: 1" = 6'
GRAPHIC SCALE
0 30 60 120
1 inch = 60 feet
SANITARY SEWER PROFILE - IMPACT AREA #2
PCN 401/404 IMPACT EXHIBIT
FOR
HODGE ROAD BUSINESS PARK
PLAN PREPARED BY:
51 Kilmayne Drive, Suite 105
ADVANCED Cary, North Carolina 27511
ph 919.481.6290
C I V I L D E S I G N
5 SCALE: 1 "=60'
239.63 DATE: 12/1/2015
fax [phone]
DWG WL -3.1

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SEE NOTE 4
FOR BAR SIZE
AND SPACING
1/4•x3' STAINLESS STEEL STRAP WITH SNUG FIT
2
3
ADHERED TO STRAP
5 6
(SEE NOTE 5)
2'-4"
1/4"z6" NEOPRENE P
3/4' 0 STAINI
4
STEELANCHOR
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4
L OR A36
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SEE NOTE 4
12
FOR BAR SIZE
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AND SPACING
0
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10'-0"
4'-0"
22-28
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11'-0'
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NCRI(TE PIER,
CO
TYP.
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200
25 -YEAR
FLOOD
PLAIN
J
ELEV = 204.09 (PREL.)
195--------11------------
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EXISTING -GRADE----------
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RESTRAINED JOINT PIPE BETWEEN MH 3 AND MH 4
W/ 18" STEEL CASING PIPE AND PILE SUPPORT
CONCRETE PIERS EVERY 50 FEET (MAX).
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212.44 207.12 203.46 202.06 200.48 204.21 212.09
SEE NOTE 4
FOR BAR SIZE
AND SPACING
1/4•x3' STAINLESS STEEL STRAP WITH SNUG FIT
1/4'x2 1/2' NEOPRENE PAD
THICKNESS PIER FOOTING FOOTING
'A (IN.) WIDTH LENGTH WIDTH
'B' (FT.) 'C' (FT.) 'D' (FT.)
ADHERED TO STRAP
5 6
(SEE NOTE 5)
2'-4"
1/4"z6" NEOPRENE P
3/4' 0 STAINI
ADHERED TO SADDLE
STEELANCHOR
120'
BOLTS, ASTM
4
L OR A36
6-12
SEE NOTE 4
12
FOR BAR SIZE
6'-8'
AND SPACING
CASING'H'
PIPE DIA.
"D' (IN.)
(FT.)
THICKNESS PIER FOOTING FOOTING
'A (IN.) WIDTH LENGTH WIDTH
'B' (FT.) 'C' (FT.) 'D' (FT.)
5 6
12
2'-4"
5'-6'
3'-0"
8
12
2'-4'
6'-3'
3'-0"
6-12
10
12
2'-4'
6'-8'
3'-0"
12
12
2'-4'
7'-2'
3'-0"
5 6
12
3'-0'
8'-0"
3'-0'
8
12
3'-0'
9'-0'
3'-0"
14-20
10
12
3'-0'
9'-10'
3'-0"
12
14
3'-0'
10'-6'
3'-0"
56
14
3'-8"
8'-9"
4'-0"
8
14
3'-8'
10'-0"
4'-0"
22-28
10
14
3'-8'
11'-0'
4'-0"
12
14
3'-8'
11,_10"
4'-0"
5 6
18
4'-4"
9'-0"
4'-D"
8
18
4'-4'
IV -6'
4'-0"
30-36
10
18
4'-4"
11'-6'
4'-0'
12
18
4'-4'
12'-4'
4'-0"
56
18
5'-4'
9'-6'
5'-0"
18
5'-4'
11'-0'
570'
38-488
10
18
5'-4'
12'-0'
5'-0"
18
5'-4'
12•_10•
5'-0'
56
18
6'-4'
9'-10'
5'-0"
E12
818
6'-4"
11'-4'
5'-0"
51-56
10
18
6'-4'
12
18 1
6'-4'
S-14
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON
THE FOLLOWING PARAMETERS:
ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC
MAXIMUM SUPPORT HEIGHT (H) = 12'-0•
IF FIELD CONDITIONS REWIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL SE RENEWED BY THE
ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S-15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 -FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNOATION. SEE DRAWING S-17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH /5 BARS AT 12 INCHES GC IN EACH DIREC110N
ON EACH FACE. EIGHTEEN -INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH 17 BARS AT 12 INCHES GC IN EACH DIRECTION ON
EACH FACE
5. EIGHTEEN -INCH THICK PIERS SHALL REWIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
6. WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
STREAM AND ARE NOT COVERED W7H BACKFILL, SEE DRAWING S-19
FOR MODIFICATIONS TO UPSTREAM FACE OF SUPPORT.
CITY OF RALEIGH
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL
SANITARY SEWER PROFILE - IMPACT AREA #3
PCN 401/404 IMPACT EXHIBIT
FOR
HODGE ROAD BUSINESS PARK
PLAN PREPARED BY:
ADVANCED
CIVIL DESIG N
SCALE: H:1"=60', V:1"=6'
DATE: 12/1/2015
51 Kilmayne Drive, Suite 105
Cary, North Carolina 27511
ph 919.481.6290
fax [phone]
DWG WL -4.1