20190812 Ver 1_Oak Park Impact Maps 2019-12-03_20191217

OAK PARK SUBDIVISION
SITE DATA
PROJECT:
OAK PARK SUBDIVISION - PHASES 2 & 4
ENGINEER:
TIMMONS GROUP
5410 TRINITY ROAD; SUITE 102
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
KEITH ROBERTS, PE
EMAIL: [e-mail]
DEVELOPER/OWNER:
OAK PARK DEVELOPERS, LLC
1401 AVERSBORO ROAD, SUITE 206
GARNER, NC 27259
PHONE: [phone]
PINS:
1619-91-5933, 1629-03-2833, 1629-03-1484,
1629-91-6489, 1629-02-3968, 1629-02-7659,
1629-12-0497
ZONING:
R-9
PROPOSED USE:
SINGLE FAMILY RESIDENTIAL
PHASES 2 & 4 AREA
38.44 ACRES
PHASES 2 & 4 IMPACT MAPS
GARNER, WAKE COUNTY, NORTH CAROLINA
VICINITY MAP
1" = 1,000'
SHEETINDEX
SHEET NUMBER
SHEET TITLE
C0.0
COVER SHEET
C1.0
OVERALL IMPACT MAP
C1.1
OVERALL BANK STABILIZATION MAP
C2.1
CROSSING 1 PLAN & PROFILE
C2.2
CROSSING 1 INLET & OUTLET PROFILES
C3.1
CROSSING 2 PLAN & PROFILE
C3.2
CROSSING 2 INLET & OUTLET PROFILES
C4.1
CROSSING 3 PLAN & PROFILE
C4.2
CROSSING 3 INLET & OUTLET PROFILES
0
0
0
0
••
12103119
DRAWN BY
B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
SCALE
1" = 1, 000'
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37500
SHEET NO.
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RIPARIAN
BUFFER
VELOCITY
DISSIPATER
` PAD
1 I l i l 1�9 r
PROPOSED IMPACT SUMMARY
IMPACT ID
PERMANENT IMPACT
TEMPORARY IMPACT
REMARKS
(LF)
(SF)
(AC)
(LF)
(SF)
(AC)
CROSSING #1 STREAM IMPACT
100
---
---
91
---
---
ROAD CROSSING/GRADING
CROSSING #1 ZONE 1 BUFFER IMPACT
---
8,489
0.195
---
3,532
0.081
ROAD CROSSING/GRADING
CROSSING #1 ZONE 2 BUFFER IMPACT
---
5,585
0.128
---
1,151
0.026
ROAD CROSSING/GRADING
CROSSING #2 STREAM IMPACT
91
---
---
63
---
---
ROAD CROSSING/GRADING
CROSSING #2 ZONE 1 BUFFER IMPACT
---
8,075
0.185
---
2,290
0.053
ROAD CROSSING/GRADING
CROSSING #2 ZONE 2 BUFFER IMPACT
---
3,753
0.086
---
953
0.022
ROAD CROSSING/GRADING
CROSSING #3 STREAM IMPACT
85
---
---
56
---
---
ROAD CROSSING/GRADING
CROSSING #3 ZONE 1 BUFFER IMPACT
---
6,730
0.154
---
2,187
0.050
ROAD CROSSING/GRADING
CROSSING #3 ZONE 2 BUFFER IMPACT
---
4,011
0.092
---
1,008
0.023
ROAD CROSSING/GRADING
SAN. SEWER ZONE 2 BUFFER IMPACT
---
---
---
1,633
0.037
SANITARY SEWER -BORE &JACK
a
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LEGEND
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PERMANENT STREAM IMPACT
If ' /
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TEMPORARY STREAM IMPACT
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LIMITS OF DISTURBANCE
LEGEND
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PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT ZONE 1 BUFFER IMPACT
TEMPORARY ZONE 1 BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
TEMPORARY ZONE 2 BUFFER IMPACT
SCALE 1"=50'
0 50' 100,
CROSSING #1 IMPACT SUMMARY
IMPACT ID
PERMANENTIMPACT
TEMPORARYIMPACT
REMARKS
(LF)
(SF)
(AC)
(LF)
(SF)
(AC)
CROSSING #1 STREAM IMPACT
100
---
---
37
---
---
ROAD CROSSING/GRADING
54
---
RIPRAP (NO LOSS OF WATER)
CROSSING #1 ZONE 1 BUFFER IMPACT
---
4,293
0.099
---
---
---
CULVERT FILL
---
4,196
0.096
---
---
---
BANK STABILIZATION
---
---
---
---
345
0.008
RIPRAP IN STREAM
---
---
---
---
855
0.020
RIPRAP ABOVE TOP OF BANK
---
---
---
---
2,332
0.054
CONSTRUCTION ACCESS
CROSSING #1 ZONE 2 BUFFER IMPACT
---
2,582
0.059
---
---
---
CULVERT FILL
---
3,003
0.069
---
---
---
BANK STABILIZATION
-
---
---
---
1,151
0.026
CONSTRUCTION ACCESS
260
255
250
245
240
235
230
PROPOSED
GRADE
8" DIP
PROPOSED
PROPOSED
ENDWALL
ENDWALL
TOP: 247.00'
TOP: 246.00'
RIPRAP PROTECTION TO
BE INSTALLED FLUSH
WITH EXISTING GRADE
EXISTING
GRADE
97 L
72" R
P
RIF
RAP DEPTH: 36"
(3)
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260
255
250
245
240
235
230
9+50 10+00 11+00 12+00
CROSSING #1 PLAN & PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
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PROFILE SCALE
12103119
DRAWN BY
B. INGE
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DESIGNED BY
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225
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TOP: 247.00'
PROPOSED
GRADE
EXISTING
GRADE
I IV
CROSSING #1B
CROSISING
#1A 72" RCP
72" RCP 97 LF @ 1.04%
97 LF 1.04% INV IN: 239.00'
INV I : 238.00' INV OUT: 238.00'
INV OUT: 237.00'
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CROSSING #1 INLET PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5'
PROPOSED
ENDWALL
TOP: 246.00'
PROPOSED
EXISTING
GRADE
GRADE
RIPRAP DEPTH
36" RIPRAP PROTECTION
TO
BE INSTALLED
FLUSH
WITH EXISTING
0
GRADE
CROSS
NG #1B CROSSING #1A
2" RCP 72" RCP
97 LF
@ 1.04% %
97 LF @ 1.04
04
INV IN
239.00' INV IN: 23
INV OUT
238.00' INV OUT: 237.00'
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LIMITS OF DISTURBANCE _
t- ------ ----
LEGEND
PERMANENT STREAM IMPACT
-t-\ n
54" RCP
TEMPORARY STREAM IMPACT
PERMANENT ZONE 1 BUFFER IMPACT
TEMPORARY ZONE 1 BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
TEMPORARY ZONE 2 BUFFER IMPACT
LIMITS OF DISTURBANCE,-
/ RIPRAP PROTECTION TO '
BE INSTALLED FLUSH '
WITH EXISTING GRADE
/
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STREAM CENTERLINE
50' NEUSE
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BUFFER
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CROSSING #2 IMPACT SUMMARY
IMPACT ID
PERMANENTIMPACT
TEMPORARYIMPACT
REMARKS
(LF)
(SF)
(AC)
(LF)
(SF)
(AC)
CROSSING #2 STREAM IMPACT
91
---
---
26
---
---
ROAD CROSSING/GRADING
37
___
RIPRAP (NO LOSS OF WATER)
CROSSING #2 ZONE 1 BUFFER IMPACT
---
4,973
0.114
---
---
---
CULVERT FILL
---
3,102
0.071
---
---
---
BANK STABILIZATION
---
---
---
---
454
0.010
RIPRAP IN STREAM
---
---
---
---
31
0.001
RIPRAP ABOVE TOP OF BANK
---
---
---
---
1,805
0.041
CONSTRUCTION ACCESS
CROSSING #2 ZONE 2 BUFFER IMPACT
---
2,725
0.063
---
---
---
CULVERT FILL
---
1,028
0.024
---
---
---
BANK STABILIZATION
---
---
---
-
953
0.022
CONSTRUCTION ACCESS
265
260
255
250
245
240
PROPO PROPOSED
GRADE
[r-PROPOSED
ENDWALL
TOP: 255.30'
18" RCP
r8" DIP PROPOSED
E
DWALL
Ij TOP:
254.50'
RIPRAP PROT CTION TO
BE INSTALLED FLUSH
WITH EXISTING GRADE
EXISTING
—
GRADE
86 LF
54" RCP
@ 0.93%
RIPRAP DEPTH: 26"
c�oN
2I
N
NN
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9+50 10+00 11+00
CROSSING #2 PLAN & PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5'
SCALE 1 "=50'
Now
0 50, 100,
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265
260
255
0
0
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250
245
240
12+00
PROFILE SCALE
0
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12103119
DRAWN BY
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DESIGNED BY
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265
260
255
250
245
240
PROPOSED
ENDWALL
TOP: 255.00'
EXISTING
PROPOSED
GRADE
GRADE
\
I
CROSSING #2
54" RCP
86 LF @ 0.93%
INV IN: 248.80'
INV OUT: 248.00'
MU?
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NN
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270 270
265 265
260 260
255 255
250 250
245 245
240 240
9+50 10+00 11+00 11+50
CROSSING #2 INLET PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5'
PROPOSED
ENDWALL
TOP: 254.50'
PROPOSE
GRADE
EXISTING
GRADE
I
RIPRA
DEPTH:26"
RIPRAP PROT
CROSSING #2 BE INSTALLED
CTION TO
FLUSH
54" RCP WITH EXISTINC
GRADE
6LF@0.93%
INV IN: 248.80'
IN
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CROSSING #2 OUTLET PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5'
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265
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255
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PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT ZONE 1 BUFFER IMPACT
TEMPORARY ZONE 1 BUFFER IMPACT
PERMANENT ZONE 2 BUFFER IMPACT
TEMPORARY ZONE 2 BUFFER IMPACT
CROSSING #3 IMPACT SUMMARY
IMPACT ID
PERMANENTIMPACT
TEMPORARYIMPACT
REMARKS
(LF)
(SF)
(AC)
(LF)
(SF)
(AC)
CROSSING #3 STREAM IMPACT
85
---
---
27
---
---
ROAD CROSSING/GRADING
29
---
RIPRAP (NO LOSS OF WATER)
CROSSING #3 ZONE 1 BUFFER IMPACT
---
4,397
0.101
---
---
---
CULVERT FILL
---
2,333
0.054
---
---
---
BANK STABILIZATION
---
---
---
---
215
0.005
RIPRAP IN STREAM
---
---
---
---
71
0.002
RIPRAP ABOVE TOP OF BANK
---
---
---
---
1,901
0.044
CONSTRUCTION ACCESS
CROSSING #3 ZONE 2 BUFFER IMPACT
---
2,724
0.063
---
---
---
CULVERT FILL
---
1,287
0.030
---
---
---
BANK STABILIZATION
---
---
---
---
1,008
0.023
CONSTRUCTION ACCESS
SAN. SEWER ZONE 2 BUFFER IMPACT
-
-
-
---
1,633
0.037
SANITARY SEWER
PROPOSE
GRAD
PRC
POSED
ALL
EN
PROPOSED TOP:
262.00'
ENDWALL
TOP: 262.50'
RIPRAP PROTECTION TO
BE INSTALLED FLUSH
WITH EXISTING GRADE
EXISTING
GRADE
78 LF
8" RCP
@ 0.64% RI
RAP DEPTH: 26"
N
NN
NcN
9+50 10+00 11+00
CROSSING #3 PLAN & PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5'
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0 50' 100,
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265
260
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PROFILE SCALE
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B. INGE
DESIGNED BY
B. INGE
CHECKED BY
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PROPOSED
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TOP: 262.50'
PROPOSED
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EXISTING
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CROSSING #3
48" RCP
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INV IN: 256.50'
INV OUT: 256.00'
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CROSSING #3 INLET PROFILE
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VERT SCALE: 1"=5'
PROPOSED
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TOP: 262.00'
PROPOSED
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VERT SCALE: 1"=5'
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