20190383 Ver 2_NWSH Rd Improvements & NWHS Access Rd_USACE NWP 39_2019-07-09_20190710

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-01017 County: Chatham U.S.G.S. Quad: NC -Bynum
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Chatham County Board of Education-Northwoods High School
Chris Blice
Address: P.O. Box 128
Pittsboro, NC 27312
Telephone Number: [phone]
E-mail: chrisbliceachatham. k1. nc. us
Size (acres) 95.4+/- Nearest Town Pittsboro
Nearest Waterway Brooks Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude: 35.755757
Longitude:-79.171601
Location description: Approximately 3 acre parcel of the 95.4+/- acre tract located between US Highway 15/5.01 and the existing
Northwood High School, in Pittsboro, North Carolina.
Description of projects area and activity: This verification authorizes the temporary and permanent impacts to streams
associated with the construction of a secondary access road to the Northwoods High School in Pittsboro, NC as follows:
Crossing #1: Culvert 1 (Impact 42A) 44-1-inear feet of temporary impact, (Impact #213) 13 linear feet of temporary impact and
(Impact 45) 10 linear feet of temporary impact for dewatering: (Impact#3) 52-linear feet of permanent impact for the
installation of one (1) 72" Reinforced concrete pipe (RCP) and (2) 48" RCPs and (Impact #4) 45 linear feet of permanent
impact for the installation of a rip rap dissipation pad. Crossing#2: Culvert 2 (Impact #7) 47-linear feet of temporary impact
and (Impact 10) 28-linear feet of temporary impact for dewatering; (Impact 48) 48-linear feet of1)ermanent for installation of
one (1) 36" RCP and (Impact #9) 18-linear feet of permanent impact for the installation of a rip rap dissipation pad. For the
US 15-501 Improvements — Phase II Northwood High School Road Improvements: Impact 1A -95 Iinear feet of permanent
impact associated with the replacement of the existing 54" X 91' CMP with a 10'3" X 6'9" aluminum structural plate arch
culvert; Impact 1B— 52 linear feet of permanent impacts for rip rap dissipator pad, and Impact 1C for 20 linear feet of stream
bank stabilization.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 39. Commercial and Institutional Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 7/512019, and the enclosed plans titled Northwood High School Access Read dated
7/16/2018 and the 2 undated maps provided by Kimley Horn for the Northwoods High School Road Improvements. Any violation
of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact for Mr. Andrew Willlams of 9I9 554-4884 Ext. 2d or Andrew.E.Williams2 usaee.arm .mil.
Corps Regulatory Official: for Andrew Williams Date: 07/09/201.9
Expiration Date of Verifications 03/MS/2022

SAW-2018-01017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f9p=13 6:4:0
Copy famished:
Agent:
WithersRavenel
Troy Beasley
Address:
219 Station Road, Suite 101
Wilminglop, NC 28405
Telephone Number:
[phone]
E-mail:
theaslevAwithersravenel.cam

Action ID Number: SAW-2018-01017 County: Chatham
Permittee: Chatham County Board of Education-Northwoods High School Chris Slice
Project Name: Northwoods High School Access Roads
Date Verification Issued: 07/09/2019
Project Manager: for Mr. Andrew Williams
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: for Mr. Andrew Williams
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

VICINITY MAP
NOT TO SCALE
'i4s+e/1
�aA-0ye
SITE
PI r,
Run CA
/I ' / /r
7 �I
20' ZONE 2 435—
RIPARIAN BUFFER
v
440 440— SIP
i Ii
I I
AN
MAP B ) CULVERT 1 \ MAP B/
\\\\ — — s�
MAP C ' CULVERT 2 MAP C
20' ZONE 2
RIPARIAN BUFFER �y /
,,- - TO NORTHWOOD /
— — - HIGH SCHOOL 30' ZONE 1 /
RIPARIAN BUFFER 30' ZONE 1
/ RIPARIAN BUFFER
�. 20' ZONE 2
RIPARIAN BUFFER
20' ZONE 2 aft��
RIPARIAN BUFFER
30' ZONE 1 /
RIPARIAN BUFFER
/a////� // /�� �/ 30'ZONE 1
RIPAR AN BUFFER
MAP B / / / / an`' = \' MAP B
46, \ Q /-P-
440
(I I ( MAP C AAs \� '� � i' . MAP C 444 , 443— ALUMINUM
STRU TURA —440 �
1� �� ALUMINUM STRUCTURAL
I PLATE ARCH
442
L" / /
GRAPHIC SCALE
80 0 40 80 160
1 inch = 80 Ft.
LEGEND
-' STREAM IMPACT
TEMPORARY BUFFER ZONE 1
PERMANENT BUFFER ZONE 1
PERMANENT BUFFER ZONE 2
OH9
I
I I
I
0
i m
'
co m I II
ROADI CD
ii - ll
OVERALL STREAM AND BUFFER IMPACT SUMMARY
IMPACT
NUMBER
TEMPORARY STREAM
IMPACT LF
PERMANENTSTREAM
IMPACT LF
TEMPORARY ZONE 1
BUFFER IMPACT SF
PERMANENTZONE 1
BUFFER IMPACT SF
PERMANENTZONE 2
BUFFER IMPACT SF
1A
8,639
3,739
113
644
2A
44
213
13
3
52
4
45
5
10
6A
5,320
2,964
6B
662
6C
674
7
47
8
48
9
18
10
28
TOTALS
142
1 163
1 1,980
1 13,959
1 6,703
1 Revision Date B Designer Scale 10 WithersRavenel
1 Culvert lT Type/Sim 7/16/18 WR TW AS NOTED NORTHWOOD HIGH SCHOOL ACCESS ROAD OVERALL STREAM AND BUFFER IMPACT MAP 1� SA
Drawn By Date Engineers I Planners I Surveyors
TW 03/16/2018 g Y
Checked By ]ob No. 115 MacKenan Drive I Cary, NC 27511
T8 02150098.02 PIT TSBORO CHATHAM COUNTY NORTH CAROL NA t:919.469.33401license#: C-0832I w .with—raveneLcom

i
/
LIMITS OF
DISTURBANCE (TYP) /
COMBINATION SILT/TREE
PROTECTION FENCE (TYP) /
maw
—_
443
—440•
Si-7TPSAW
JIM
-
/ /i 20' ZONE 2 PERENNIAL
/ RIPARIAN BUFFER STREAM
I M PACT #5
TEMPORARY STREAM = 10 LF
30' ZONE 1
RIPARIAN BUFFER
IMPACT #1 A
PERMANENT �j PERMANENT BUFFER ZONE 1 = 8,639 SF
IMPACT #4
STREAM - 45 PERMANENT BUFFER ZONE 2 = 3,739 SF
mum�- i MW, sFirP
-440
HEADWALL #2
i
IMPACT #3 PERMANENT
STREAM = 52 LF
HEADWALL 1#1
memo� I ��
IMPACT #2B J
TEMPORARY STREAM = 13 LF
INTERMITTENT IMPACT #2A
STREAM TEMPORARY STREAM = 44 LF
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
IMPACT #1 B
TEMPORARY BUFFER ZONE 1 = 644 SF
PERENNIAL
STREAM
/
SF/TP
- - - SF/.
-440
-_i
I
TEMPORARY
16+pp BYPASS CHANNEL
I
� gym
-440 442 /
SF1TP
)'ZONE 2
,IAN BUFFER
30' ZONE 1
RIPARIAN BUFFER
HEADWALL #1
445
LEGEND
—' STREAM IMPACT
TEMPORARY BUFFER ZONE 1
PERMANENT BUFFER ZONE 1
PERMANENT BUFFER ZONE 2
SCALE:
1 " = 50' HORIZ.
1"=5'VERT.
HEADWALL #2
445 445
440
440
I
440
E±
I
PROPOSED
GRADE
--
-
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
435
435
435
ELEVATION
WATER
WATER
ELEVATION
430
52.00'
10'-3" SPAN X 6'-9" RISE
ALUMINUM STRUCTURAL
PLATE ARCH
@ 0.48%
430
STREAM BED
STREAM BED
430
Cfl
1-_
M
�
Cfl 00
V
ti M
M M
co co M LO In �
� U? to U1 �
M 00 00 � � co
M M M co M cocM
V d-
� O
� Cfl
co to
co
O
CIP
Co
co
0+00 0+50 1+000+00 0+50 1+00
STREAM AND BUFFER IMPACTS 1-5 SUMMARY
IMPACT
NUMBER
TEMPORARY STREAM
IMPACT (LF)
PERMANENT STREAM
IMPACT (LF)
TEMPORARY ZONE 1
BUFFER IMPACT (SF)
PERMANENT ZONE 1
BUFFER IMPACT (SF)
PERMANENT ZONE 2
BUFFER IMPACT (SF)
1A
81639
3,739
113
644
2A
44
2B
13
3
52
4
45
5
10
TOTALS
67
1 97
1 644
8,639
3,739
No. Revision Date B r)__r ScaleIII
1 Culvert 1Type/Size 7/16/18 Wa WR AS NOTED NORTHWOOD HIGH SCHOOL ACCESS ROAD STREAM AND BUFFER IMPACTS 1-5 MAP It ers avene
Drawn By Date 1/ Engineers I Planners I Surveyors B
TW 03/16/2018 (CULVERT 1)
Checked By Job No. 115 MacKenan Drive Cary, NC 27511
TB 02150098.02 P TTSBORO CHATHAM COUNTY NORTH CAROL NA t: 919.469.3340 license #: C-0832 www.withersravenel.com

INTERMITTENT —�
STREAM `r
IMPACT #7
TEMPORARY STREAM = 47 LF
IMPACT #6B
TEMPORARY BUFFER ZONE 1 = 662 SF
IMPACT #6A i
PERMANENT BUFFER ZONE 1 = 5,320 SF �Q
PERMANENT BUFFER ZONE 2 = 2,964 SF
"AS
41111
\ co HEADWALL #3
I TEMPORARY STREAM PUMP -�
AROUND/BYPASS AREA
Ilk
01
01
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft
HEADWALL #3
IMPACT #sy \ 455 455
PERMANENT STREAM = 48 LF
\ \ Z;/
HEADWALL #4
ri
o --
- COMBINATION SILT/TREE
PROTECTION FENCE (TYP)
LIMITS OF
DISTURBANCE (TYP)
20' ZONE 2
RIPARIAN BUFFER
IMPACT #9
PERMANENT STREAM = 18 LF
IMPACT #10
TEMPOARARY STREAM = 28 LF
IMPACT #6C
TEMPORARY BUFFER
\., ZONE 1 = 674 SF
30' ZONE 1
RIPARIAN BUFFER
LEGEND
-' STREAM IMPACT
TEMPORARY BUFFER ZONE 1
PERMANENT BUFFER ZONE 1
PERMANENT BUFFER ZONE 2
SCALE:
1 " = 50' HORIZ.
1"=5'VERT.
HEADWALL #4
455
450
450
1450
GRADE
EXISTING
PROPOSED GRADE
PROPOSED GRADE
445
445
445
rK
48.00'
EXISTING
GRADE
36" RCP
@ 1.25%
440
440
STREAM
BED
48.00'
36" RCP
@ 1.25%
STREAM
BED
1440
tiff
00
vv
v
CO o
LqLn
w v
vv
v v
0 0
��oo
10
v�vv
v v�
co ai
v
�
rnrn
of C i
v�
v v�
�
o0
ai Sri
Iry
v
Sri
v
0+00 0+50 1+000+00 0+50 1+00
STREAM AND BUFFER IMPACTS 6-10 SUMMARY
IMPACT
NUMBER
TEMPORARY STREAM
IMPACT (LF)
PERMANENT STREAM
IMPACT (LF)
TEMPORARY ZONE 1
BUFFER IMPACT (SF)
PERMANENT ZONE 1
BUFFER IMPACT (SF)
PERMANENT ZONE 2
BUFFER IMPACT (SF)
6A
5,320
2,964
6B
662
6C
674
7
47
8
48
9
18
10
28
TOTALS
75
66
1,336
5,320
2,964
No. Revision Date I 3v Jjjr)__, Scale III
1 Culvert 1Type/Size 7/16/18 WR WR AS NOTED soda m<.
Drawn By Date STREAM AND BUFFER IMPACTS 6-10 MAP I era avene
TW NORTHWOOD HIGH SCHOOL ACCESS ROAD 03/16/2018 1/ Engineers Planners Surveyors
Checked By lob No. (CULVERT 2) 115 MacKenan Drive I Cary, NC 27511
TB 02150098.02 PITTSBORO CHATHAM COUNTY NORTH CAROLINA t: 919.469.33401 license #: C-08321 www.withersraven,l.com

84�OF
1' 2' MIN i' RIPRAP APRON
2' 2' PIPE OUTLET (SEE DETAIL)
LINE BOTTOM
TARP RIP RAP
PROTECTION
4' s4' SECTION A -A
TEMPORARY STREAM BYPASS DITCH SECTION CULVERT 1 NTS
NTS
TO MATCH PRE -CONSTRUCTION
STREAM CONTOUR
RIP RAP DETAIL
NTS
No. Revision Date IV Designer Scale
1 Culvert lType/Size 7,16/1B WR TW AS NOTED NORTHWOOD HIGH SCHOOL ACCESS ROAD in era avene
Drawn By Date STREAM IMPACT DETAILS 1� D
TW 03/16/2018 Engineers Planners � Surveyors
Checked By Job No. 115 MacKenan Drive I Cary, NC 27511
TB 02150098.02 PITTSBORO CHATHAM COUNTY NORTH CAROLINA t: 919.469.33401 license #: C-08321 www.withersravenel.com

(T
00
SEE SHEET 9B FOR CONVENT ZONAL PLAN SHEET SYMBOLS
END I
END PROJECT
HORT I
HIGH SC G
664P
BEGIN PROJECT
BEGIN PROJECT
� J \
- - - CITY LIMITS
RUSSET RUN
RD �' --
BEGIN
PROJECT
u
VICINITY MAP
rD4
INDEX
OF SHEETS
l
TITLE SHEET
IB
CONVENTIONAL SYMBOLS
2A-1 THRU
2A-3
TYPICAL SECTIONS
2D-1
DRAINAGE DETAILS
3D-I THRU
351-3
DRAINAGE SUMMARY SHEET
4 THRU
8
PLAN SHEETS
9 THRU
l5
PROFILES
T MP -1 THRU
T MP -l5
TRAFFIC CONTROL PLAN
PMP-1 THRU
P40-7
PAVEMENT MARKING PLANS
SIGN -1 THRU
SIGN-9
SIGNING PLANS
EC -I THRU
EC -17
EROSION CONTROL PLANS
S -1 THRU
S -X
SIGNAL PLANS (04i/T T ED)
X-0
CROSS SECTION INDEX
X -I THRU
X -14
-L - CROSS SECTIONS
X -l5 THRU
X -l7
-RPA - CROSS SECTIONS
X -I8 THRU
X -20
-RPC - CROSS SECTIONS
X -21 THRU
X -28
-Yl - CROSS SECTIONS
X-29 THRU
X-31
-Y2- CROSS SECTIONS
X-32
-Y3- CROSS SECTIONS
X -33
-DRW I - CROSS SECTIONS
X -34
-T Rl - CROSS SECTIONS
X -35
-T R2 - CROSS SECTIONS
NOT TO SCALE
STATE OF NORTH (C-71AROLINA
DIVISION OF HIGHWAYS
CHATHAM
COUNTY
%PATE
STATE PRPJ0QT WERHNq& `Na
SHEET
NO.
TOTAL
SHEETS
NbCo
IL
�TATE PRPJL'Na
9 A. PROM NCL
Df'J-PJPTION
LOCATION: US 15-501 FROM INTERSECTION OF WEST BOUND US-64 EXIT RAMP TO APPR OX 2550' NORTH
US-64 WEST BOUND EXIST RAMP AND US-64 AND EAST BOUND EXIT RAMP
NORTHWOOD HIGH SCHOOL ROAD FROM INTERSECTION OF US 15-501 TO SCHOOL ENTRANCE
TYPE OF WORK: GRADING, PAVING, WIDEING, DRAINAGE, SIGNING, AND TRAFFIC SIGNALS
US-15-501 Phase 2
Riparian Buffer Impact Map
TO P/TTSBORO-------
PUBLIC IMPROVEMENT QUANTITIES
WATER LINE (LF)
N/A
SEWER LINE (LF)
N/A
RECLAIMED LINES (LF)
N/A
PUBLIC STREET (LF)
5328 LF
FIRE LANES (LF)
N/A
PUBLIC 5' CONCRETE SIDEWALK (LF)
2095 LF
PUBLIC 8' CONCRETE SIDEWALK (LF)
1310 LF
BUFFERS (SO FT)
N/A
PUBLIC GREENWAY (LF)
N/A
TOTAL PROJECT LENGTH (LF)
5328 LF
ICT10k
V���
►o6 — Q
0
Zrn
� o
SITE 1
NAD 83 (2001)
NAVD 88
GRAPHIC SCALES
50 25 0 50 100
"411-
PLANS
50 25 0 50 100
DESIGN DATA
US 15-501
_
ADT 2015 - 18,000 VPD
ADT 2018 = 22,500 VPD
V - 60 MPH (EXISTING)
V = 50 MPH (PROPOSED)
NORTHWOOD HIGH SCHOOL RD
PROJECT LENGTH
TOTAL LENGTH OF US 15-501 — 0.493 MILES
_
TOTAL LENGTH OF (WB) EXIT —RAMP — 0.090 MILES
TOTAL LENGTH OF (EB) EXIT —RAMP = 0.068 MILES
TOTAL LENGTH OF NORTHWOOD HIGH SCHOOL RD = 0.358 MILES
TOTAL LENGTH OF ROADWAY CONSTRUCTION = 1.009 MILES
PLANS PREPARED FOR Kirnhely,>>Horn
15-501 WEST LLC ©2019
NG IGENGEVILLE
R LEIG .NOR LLCAR LINA 76
RALEIGH. NORTH CAROLINA 2760'I
PHONE: [phone]
HYDRAULICS ENGINEER 7­7
P.E.
2018 STANDARD SPECIFICATIONS
CHARLES NUCKOLS, P.E.
PROJECT ENGINEER
VANCE BLANTON, P.E.
SIGNATURE:
ROADWAY DESIGN ENGINEER
P.E.
PROFILE (HORIZONTAL)
10 5 0 10 20
ADT 2018 = 61700 VPD
V = 30 MPH
HYDRAULICS ENGINEER
CALEB LOWMAN, E.I.
This document, together with the concepts and designs presented herein, as an
without written authorization and adaption by Kimley- Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc. for which it was
prepared. Reuse of and improper reliance on this document instrument of service,
is intended only for the specific purpose and client.
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)
SIGNATURE:

D ETAI L 15
TOP OF 1' SILL INLET CHANNEL IMPROVEMENTS
I —a r.%i•r1�► i A A i ( Not t0 Scale)
STRLAPAIV1 DLV DL I YYLLIV UPAI 11\J %—%—f1V1f RIJLV VI <.L/`1JJ I
RIPRAP WITH NATIVE MATERIAL TO TOP OF SILL
SPAN X 6'-9" RISE,
�INUM STRUCTURAL
LE
CLASS I RIP RAP (W/GFD)
COUNTER -SUNK INTO
CHANNEL BANKS (TYP)
DETAIL 16
TOP OF V SILL OUTLET CHANNEL IMPROVEMENTS
rI r1 i A rI�► I A A n A^I ( Not to Scale)
CT
RL/`%/Vl DLV DLI YYLLIV UP'X1V1\J VI \.Lr1JJ 1
RIPRAP WITH NATIVE MATERIAL TO TOP OF SILL
SPAN X 6'-9" RISE,
AINUM STRUCTURAL
LE
CLASS I RIP RAP (W/GFD)
COUNTER -SUNK INTO
CHANNEL BANKS (TYP)
13 + 00 -Y2- (LT)
13 + 00 -Y2- (RT)

W
Q

C-
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ROADWAY DESIGNKENGINEER HYDRAULICS
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421 FAYETTEVILLE ST, SUITE 600
RALEIGH, N.C. 27601
RIGHT—OF—WAY REV.
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-15 IYARD INLET -- % _ t • J I r 1y / �/ , i \ \ N� / / , l , / / �' \ I { / , / �) / \ CONST. REV.
INV. IN (15" RCP): 4J328' W y y I /\ / y' ✓, `y,. —/' , / f , i I I C''', ' / '�� \ \
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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BOARD QF EDUCATION OF - - `
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GAP IN 15" RCP ' F \ _ / / /' l / / fig/ DB 347� 83 - - - - -
UPPER INV: 457.59 ��— A / ' /' ,/ i ��� / / ' PB \2012, P�, 190 ` Z Z
LOWER INV: 457.24' \ _ / ,� �' �� ` — — — —
_ / k� 7 / I 1 PINS 9743-80-� 1 ``
15" RCp — — — — i �� �/ i/ i I q0 TB ` / �� — — — — — — — — — — — — — — — — — — —'
— / / i IN HEADWALLI �� / '�' ` Z� I y i / /--------- —
• INV: 457:04' t� Z
�.
176 LF 10,_3„ SPAN 6'- "RISE .1/50" F of ' r ! (---- - - - - --
1
' ' �\\ \\ \ \ /' ������ ALLOWABLE IMPACTS ZONE 1 -----
THICK ALUMINUM STRUCTURAL c - �; \ ��% _ �til /-------------------''
PLATE ARCH (BURIED 1) l / \x` ,--__
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----_—-———__--_——�;
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— — 24�� / / i i / — — — — — — — — — — — — — — — — — — — — —
Bz 1 /, F- _ % REMOVE 91 LF DENOTES PERMANENT IMPACTS
OF EXISTING / IN SURFACE WATER (CULVERT) —�� — — — — — — — —_ — — — —09�
5411
CMP
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51
BZ 1-
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ZONE 1 JORDAN LAKE --- ---__ ---- _
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ZONE 2 JORDAN LAKE -
RIPARIAN BUFFER (501) (TYP)-
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N/F
15-501 WEST LLC
DB 1873, PG, 1138
(TRACT 1, PARCEL A)
PB 2007, PG, 363
PIN# 9742-99-1594
—Yl — —Y2 —
P1 Sto 17+65.00
A
= 4" 38' 25.7" (LT )
D
= l° 32' 09.9"
L =
302.10'
T
= 151J3'
R
= 3,730.00'
-DRWI -
Pl Sto 11+43.37
A
= 51024' 30.5" (LT )
D
= 52° 05' 13.5"
L =
98.70'
T
= 52.95'
R
= 110.00'
Pl Sto 25 +20.90
A
= 34° 07' 58.4" (LT)
D=14'l9'26.2"
L =
238.29'
T
= 122.80'
R
= 400.00'
-T RI —
Pl Sto l0 +96.05
A = 22' 00' 28.3" (RT )
D = 38° 11' 49,01,
L = 57.62'
T = 29.17'
R = 150.00'
01
Pl Sto 12+20.26
Pl Sto 14+00.86
A
= 7/° ll' 24.5" (LT)
A =
28° 09' 57.0" (RT )
D
= 28° 38' 52.4"
D =
19` 05' 54.9"
L =
248.50'
L =
147.48"
T
= 143.16'
T =
75.26"
R
= 200.00'
R =
300.00"
-TR2-
PI Sto 10+37.81
PI Sto 10+96.80
A = 5720' 32.1"
(LT )
A = 55° 46' 32.0" (RT )
D = 95° 29' 34.7"
D = 95° 29' 34T
L = 60.05'
L = 58.41'
T = 32.81'
T = 31.75'
R = 60.00'
R = 60.00'
DENOTES PERMANENT IMPACTS IN
/ F —�,' / �� --' / / SURFACE WATER (BANK STABILIZATION) ----—_
I
----------- - - - - -- ' --
/ ----------
-----------
F / / - - -__
i
IMPACT 1
PERMANENT BUFFER IMPACTS:
ROAD WIDENING
ZONE 1
9426 SF
ZONE 2
4198 SF
al I
HI III I
II I ' III I I
I I I
#
I I I III I ,
.III I I I N I I
yl I I III , I
F ;o
I I I II
0� \
---------_--
----
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_-
SEE Sh
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