20191260 Ver 1_Construction Drawings_20190919

CLIENT
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-CS1.dwg, 8/28/2019 11:31:45 AM, Gallt, KelliThe John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CONTACT
PROJECT DIRECTORY
LOWER FIELD DRIVE
FAYETTEVILLE, NORTH CAROLINA, 28311
CONSTRUCTION DRAWINGS
PROJECT NUMBER: SPEC-18131
DATE: JULY 19, 2019
VICINITY MAP
N.T.S.REVISIONS
N0.DATE
CONSTRUCTION
DRAWINGS FOR:
UT TO CAPE FEAR RIVER
STREAM RESTORATION
UT TO CAPE FEAR RIVER
STREAM RESTORATION
FAYETTEVILLE, NC,28311
PROJECT NUMBER: SPEC-18131
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
POINT OF CONTACT: SHEILA KINSEY
JOSHUA ALLEN, PE, CFM
[e-mail]
PHONE: [phone]
SHEET INDEX
C1.00 OVERALL EXISTING CONDITIONS PLAN
C1.01 EXISTING CONDITIONS & DEMOLITION PLAN
C1.02 EXISTING CONDITIONS & DEMOLITION PLAN
C2.00 PLAN AND PROFILE STA. 0+00 THRU STA. 4+50
C2.01 PLAN AND PROFILE STA. 4+50 THRU STA. 9+75
C2.02 PLAN AND PROFILE STA. 9+75 THRU STA. 16+00
C2.03 PLAN AND PROFILE STA. 16+00 THRU STA. 22+10
C3.00 CROSS SECTIONS
C3.01 CROSS SECTIONS
C3.02 CROSS SECTIONS
C3.03 CROSS SECTIONS
C3.04 CROSS SECTIONS
C4.00 EROSION CONTROL PLAN - PHASE I
C4.01 EROSION CONTROL PLAN - PHASE II
C4.02 EROSION CONTROL DETAILS
C4.03 EROSION CONTROL DETAILS
C5.00 STREAM STRUCTURE DETAILS
C5.01 STREAM STRUCTURE DETAILS
C5.02 SITE & STORM DRAINAGE DETAILS
L1.00 PLANTING PLAN
L1.01 PLANTING PLAN
L2.00 PLANTING DETAILS
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
SITE
DOBS
O
N

D
R
LOW
E
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E
L
D

D
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KINLA
W

R
DRAMSEY STTREETOP DR
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
140
165
175
180
185
145
150
155
170
160
140
165
175
180
185
145
15
0
155
170
160
120130
125140165
1
4
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15
0
155
160 1351301
3
5
13
0
1
2
5
120
11511010511
0
95100105110
95
100
105
110
1
0
0
1
1
0105100115
1
2
0
110
105
1
1
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105
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120125
105110115130135130
140
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130
140135145
120125130
140135145
165
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170
160
1
4
0
165
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5
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15
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160 120125110
115
130120125
1101151
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0
120
105110
115
11
0
115
100105
9
5
10
0
105
110
1
1
5
90
95
100105
8590
951001051051109
5
1
1
0
10
5
1
0
0
155 150160155145140135
130
12
5
1201151
5
5
150 140135120130120110100105105110125 CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-OAXC1.dwg, 9/11/2019 4:30:07 PM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C1.00CONDITIONS PLAN
OVERALL EXISTING
1"=80'
KRG
JCA
SPEC18131-XC1
GRAPHIC SCALE
0 40 80 160
1 inch = 80 ft.
NC GRID (NAD83)
EXISTING
LOWER FIELD DRIVE
PHASE IIPHASE IPHASE I
PHASE II
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
LEGEND
14016517
5
1
4
5
1501
5
5
1
7
0
1
6
0
1
2
0
1
3
0
1351
4
0
13
5
125
130
140
135
145
120
125
130
1401451501551
6
0
120
125
110
115
130
120
125
110
115130150
1
3
5
130
140135120130125
1351301151201251
2
0
1
0
5
1
1
0
1
1
5
1
2
5
120 125
105
110
115 130135
120
125
110
11
5
130
120
125
110
115 130130
125CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-XC1.dwg, 9/11/2019 4:27:30 PM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C1.01DEMOLITION PLAN
EXISTING CONDITIONS &
1"=30'
KRG
JCA
SPEC18131-XC1
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
NC

G
R
I
D

(
N
A
D
8
3
)MATCH LINE - SEE THIS SHEETGRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
N
C

G
R
I
D

(
N
A
D
8
3
)MATCH LINE - SEE THIS SHEETMATC
H
LI
N
E -
S
E
E
S
H
E
E
T
C
1.
0
2EXIST
ING
LOWER
F
IE
LD
DR
IVE
DEMOLITION LEGEND
PHASE I
PHASE IIPHASE I
DEMOLITION NOTES:
1.THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION.
2.THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS DIRECTED BY THE OWNER.
3.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR DEMOLITION AND HAUL-OFF FROM THE
APPROPRIATE AUTHORITIES.
4.THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF
DEMOLITION.
5.THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF
DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
6.NO DEMOLITION THAT EXPOSES SOIL MAY OCCUR PRIOR TO THE PRE-CONSTRUCTION MEETING.
7.REMOVE AND DISPOSE OF ANY SIDEWALK, CONCRETE STOOPS, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS, LIGHT POLE BASES, DEBRIS AND
RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL.
8.REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND TELEPHONE AS SHOWN. THE CONTRACTOR IS
RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND
VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
9.THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND PLUG ALL SERVICE PIPING AT THE MAIN,
AS REQUIRED, OR AS OTHERWISE NOTED. ALL SERVICES MAY NOT BE SHOWN ON THE PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO
BIDDING TO DETERMINE THE EXTENT OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED.
10.INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION WORK.
11.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.
12.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD SURFACE AND SIDEWALKS TO REMAIN.
13.SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN.
14.ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE SOLE
EXPENSE OF THE CONTRACTOR.
15.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE ADJOINING PROPERTIES DURING THE DEMOLITION PROCESS.
16.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT
WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY
OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
17.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE
DESIGNER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.
18.ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR, AND DISPOSED
OF IN A LAWFUL MANNER.
19.ALL MATERIAL TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT A PERMITTED SITE IN ACCORDANCE WITH ALL LOCAL,
STATE AND FEDERAL LAWS.
20.NEAR SURFACE ROCK SHALL BE REMOVED AS NECESSARY AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. BLASTING SHALL NOT BE ALLOWED
WITHOUT PRIOR CONSENT OF THE OWNER. NO ADDITIONAL PAYMENT SHALL BE MADE FOR ROCK REMOVAL.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
LEGEND
VICINITY MAP
N.T.S.
VICINITY MAP
N.T.S.
12010
0
115
120
110
105
115
120
125
120
105110115
110
115
100
105
95
100
105
110
115120
1151109510010511095100105110100
110
105 9095100105
85909510010595
110
105
100115110100105 CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-XC1.dwg, 8/28/2019 11:22:51 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C1.02DEMOLITION PLAN-PHASE II
EXISTING CONDITIONS &
1"=30'
KRG
JCA
SPEC18131-XC1
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
NC GRI
D (
N
A
D
8
3)MATCH LINE - SEE SHEET C1.01MATCH LINE - SEE THIS SHEETGRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.NC GRID (NAD83)MATCH LINE - SEE THIS SHEETEXISTINGLOWER FIEL
D

D
R
I
V
E
PHASE II
PHASE II
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
VICINITY MAP
N.T.S.
DEMOLITION LEGEND
LEGEND
VICINITY MAP
N.T.S.
UT TO CAPE FEAR RIVER PROFILE VIEW
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-S1.dwg, 8/28/2019 11:17:12 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C2.00STA 0+00 - STA 4+50
1"=30'
KRG
JCA
SPEC18131-S1
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
NC

G
R
I
D

(
N
A
D
8
3
)MATCH LINE - SEE SHEET C2.011
2
6
124
123
125
120
125
130
145
140
135
130
125
120
125
130
135
125
130
135
14
0
14
5
15
0
15
5
16
0
1
6
5
PHASE I
PLAN AND PROFILE
135
140
1
7
0
122
122
121
121
120
120 119
118
119
124
118
VICINITY MAP
N.T.S.
GRADING LEGEND
TOTAL DISTURBED AREA = 9.17 AC.
SEE INSET
INSET
SCALE: 1" = 10'12612512
7
12
8
12
9
13
0
13
1
132
13
3
13
4
135
13
6
13
0
12712812913013113213313413512612712812913
7
13
8
13
9
NOTE: PROPOSED BOULDER
STEPS SHALL BE NOTCHED
INTO EXISTING BEDROCK.
UT TO CAPE FEAR RIVER PROFILE VIEW
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-S1.dwg, 8/28/2019 11:17:45 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C2.01
1"=30'
KRG
JCA
SPEC18131-S1
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
N
C

G
R
I
D

(
N
A
D
8
3
)MATCH LINE - SEE SHEET C2.00MATC
H
LI
N
E -
S
E
E
S
H
E
E
T
C
2.
0
2EXI
ST
ING
LOWER
F
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LD
DR
IVE
115
120
125
130
110
115
120
12
5
115
120
125
130
115
120
125
130
135
1101151
1
0 1151201
0
9 125PHASE IIPHASE I
STA 4+50 - STA 9+75
PLAN AND PROFILE
117
113
114
112
112
111
1
1
0
1
0
8
10
8
107116
VICINITY MAP
N.T.S.
GRADING LEGEND
TOTAL DISTURBED AREA = 9.17 AC.
UT TO CAPE FEAR RIVER PROFILE VIEW
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-S1.dwg, 8/28/2019 11:18:01 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C2.02
1"=30'
KRG
JCA
SPEC18131-S1
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
NC GRI
D (
N
A
D
8
3)MATCH LINE - SEE SHEET C2.01MATCH LINE - SEE SHEET C2.03EXISTINGLOWER FIEL
D

D
R
I
V
E
95
100
105
110
115
105
110
115
120
125
105
110
115
105
110
115
120
100
105
110
115
PHASE II
STA 9+75 - STA 16+00
PLAN AND PROFILE
100
100
106107
103
102
101
101
99
98
97
96
104
VICINITY MAP
N.T.S.
GRADING LEGEND
TOTAL DISTURBED AREA = 9.17 AC.
UT TO CAPE FEAR RIVER PROFILE VIEW
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.NC GRID (NAD83)MATCH LINE - SEE SHEET C2.02CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-S1.dwg, 8/28/2019 11:18:16 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C2.03
1"=30'
KRG
JCA
SPEC18131-S1
92
94
91
90
88 87
86
85
84 83
85
90
95
100
105
91
93
95
100
105
95 10010511090
95
100
105
110
89
PHASE II
STA 16+00 - STA 22+10
PLAN AND PROFILE
110
VICINITY MAP
N.T.S.
GRADING LEGEND
TOTAL DISTURBED AREA = 9.17 AC.
CROSS SECTION 0+00
℄
CROSS SECTION 0+50
℄
CROSS SECTION 2+00
℄
CROSS SECTION 1+00
℄
CROSS SECTION 2+50
℄
CROSS SECTION 3+00
℄
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-XSEC1.dwg, 7/24/2019 2:12:40 PM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONPRELIMINARY DESIGNLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C3.00
CROSS SECTIONS
AS SHOWN
KRG
JCA
SPEC18131-XSEC1
GRAPHIC SCALE
0 5 10 20
1 inch = 10 ft.
MECHANICALLY STABILIZED
EARTH SLOPE
CROSS SECTION 5+50
℄
CROSS SECTION 5+00
℄
CROSS SECTION 4+00
℄
CROSS SECTION 3+50
℄
CROSS SECTION 6+50
℄
CROSS SECTION 7+00
℄
CROSS SECTION 6+00
℄
CROSS SECTION 4+50
℄
CROSS SECTION 7+50
℄
CROSS SECTION 8+00
℄
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-XSEC1.dwg, 7/24/2019 2:13:41 PM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONPRELIMINARY DESIGNLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C3.01
CROSS SECTIONS
AS SHOWN
KRG
JCA
SPEC18131-XSEC1
GRAPHIC SCALE
0 5 10 20
1 inch = 10 ft.
MECHANICALLY STABILIZED
EARTH SLOPE
CROSS SECTION 9+50
℄
CROSS SECTION 9+00
℄
CROSS SECTION 10+00
℄
CROSS SECTION 11+00
℄
CROSS SECTION 12+00
℄
CROSS SECTION 11+50
℄
CROSS SECTION 12+50
℄
CROSS SECTION 13+00
℄
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-XSEC1.dwg, 7/24/2019 2:14:57 PM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONPRELIMINARY DESIGNLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C3.02
CROSS SECTIONS
AS SHOWN
KRG
JCA
SPEC18131-XSEC1
GRAPHIC SCALE
0 5 10 20
1 inch = 10 ft.
MECHANICALLY STABILIZED
EARTH SLOPE
CROSS SECTION 13+50
℄
CROSS SECTION 14+00
℄
CROSS SECTION 14+50
℄
CROSS SECTION 16+00
℄
CROSS SECTION 15+50
℄
CROSS SECTION 15+00
℄
CROSS SECTION 16+50
℄
CROSS SECTION 17+00
℄
CROSS SECTION 17+50
℄
CROSS SECTION 18+50
℄
CROSS SECTION 18+00
℄
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-XSEC1.dwg, 7/24/2019 2:16:08 PM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONPRELIMINARY DESIGNLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C3.03
CROSS SECTIONS
AS SHOWN
KRG
JCA
SPEC18131-XSEC1
GRAPHIC SCALE
0 5 10 20
1 inch = 10 ft.
MECHANICALLY STABILIZED
EARTH SLOPE
CROSS SECTION 19+00
℄
CROSS SECTION 20+00
℄
CROSS SECTION 21+00
℄
CROSS SECTION 20+50
℄
CROSS SECTION 21+50
℄
CROSS SECTION 22+00
℄
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-XSEC1.dwg, 7/24/2019 2:16:59 PM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONPRELIMINARY DESIGNLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C3.04
CROSS SECTIONS
AS SHOWN
KRG
JCA
SPEC18131-XSEC1
GRAPHIC SCALE
0 5 10 20
1 inch = 10 ft.
MECHANICALLY STABILIZED
EARTH SLOPE
16517
5
1
7
0
1
6
0
13513
5
125
130
1401451501551
6
0
150
1
3
5
130
1151201251
2
0
1
0
5
1
1
0
1
1
5
1
2
5
135
1
3
5
130
125155CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-EC1.dwg, 8/28/2019 11:28:41 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C4.00PLAN-PHASE I
EROSION CONTROL
1"=30'
KRG
JCA
SPEC18131-EC1
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
NC

G
R
I
D

(
N
A
D
8
3
)MATCH LINE - SEE THIS SHEETGRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
N
C

G
R
I
D

(
N
A
D
8
3
)MATCH LINE - SEE THIS SHEETMATC
H LI
NE - SEE S
HEET C1.02EXIST
ING
LOWER
F
IE
LD
DR
IVE
PHASE I
PHASE IIPHASE I
TOTAL DISTURBED AREA = 9.17 AC.
GENERAL NOTES:
1.CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A
MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
2.WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE
WHENEVER SILT FENCE IS PLACE AT THE TOE OF A SLOPE >10'
VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF
BUFFER IS NOT PROVIDED.
3.ANY UNUSABLE TREES & BRUSH REMOVED DURING CLEARING &
GRUBBING OF SITE SHALL BE CHIPPED ON SITE AND HAULED OFF SITE
FOR DISPOSAL.
4.ALL DISTURBED AREAS TO BE SEEDED PER SEEDING SCHEDULE ON
SHEET L2.00.
5.NO DEMOLITION TO OCCUR PRIOR TO PRE-CONSTRUCTION MEETING.
VICINITY MAP
N.T.S.
VICINITY MAP
N.T.S.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
EROSION CONTROL LEGEND
SEE INSET
INSET
SCALE: 1" = 40'
CONSTRUCTION SEQUENCE
1.OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2.OBTAIN AN APPROVED (STAMPED) S&E CONTROL PLAN AND KEEP IT ON SITE EITHER IN
THE INSPECTION BOX, CONSTRUCTION OFFICE, OR WITH THE CONTRACTOR.
3.SCHEDULE AND HOLD A PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO
BEGINNING ANY LAND-DISTURBING ACTIVITIES. THE CONFERENCE SHOULD BE ATTENDED
BY A REPRESENTATIVE OF THE UNIVERSITY, THE GENERAL CONTRACTOR, ANY
SUBCONTRACTORS, THE NCDEQ OFFICE AND THE ENGINEER.
4.INSTALL TREE PROTECTION FENCING IN AREAS SHOWN ON SHEETS C4.00 THROUGH C4.01.
LIMIT TREE REMOVAL TO THE MAXIMUM EXTENT POSSIBLE.
5.ESTABLISH CONSTRUCTION ENTRANCE (SEE DETAIL ON SHEET C4.02) AND STAGING AREA.
6.LIMITS OF DISTURBANCE ALONG WITH ADDITIONAL TREE PROTECTION AREAS SHALL BE
MARKED BY SILT FENCE OR ORANGE TREE PROTECTION FENCE (SEE DETAIL ON SHEET
C4.02).
7.USE THE AREA DESIGNATED ON THE PLANS FOR ALL STAGING ACTIVITIES RELATED TO THE
PROJECT.
8.PARK ALL CONSTRUCTION EQUIPMENT, INCLUDING TRUCKS AND HEAVY EQUIPMENT
WITHIN THE LIMITS OF DISTURBANCE.
9.CONTRACTOR TO UTILIZE TEMPORARY STREAM CROSSINGS FOR ACCESS.
10.INSTALL SILT FENCE FOR STAGING AND STOCKPILE AREAS (SEE DETAIL ON SHEET C4.02).
11.SILT FENCE WITH 6' SUPPORT SPACING OR WITH WIRE BACKING SHALL BE INSTALLED
AROUND THE DOWNSLOPE PERIMETER OF ALL SOIL STOCKPILE AREAS.
12.INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON SHEETS C4.00
THROUGH C4.01. CLEAR AND GRUB ONLY AS NECESSARY TO INSTALL THESE DEVICES.
13.BEGIN GRADING ACTIVITIES. MAINTAIN AND ADJUST E&SC MEASURES AS GRADING
PROGRESSES TO MAINTAIN PROPER E&SC CONTROL.
14.LARGE SPECIMEN TREES THAT HAVE BEEN FLAGGED SHOULD BE AVOIDED TO THE
MAXIMUM EXTENT POSSIBLE.
15.AT THE CONCLUSION OF GRADING AND CONSTRUCTION OR IF LAND-DISTURBING ACTIVITY
STOPPED FOR MORE THAN 14 CONSECUTIVE CALENDAR DAYS, PERMANENT VEGETATIVE
COVER SHALL BE INSTALLED ACCORDING TO SHEETS L1.00 THROUGH L1.02.
16.COMPLETE ALL PLANTING.
17.STABILIZE ALL DISTURBED AREAS. REMOVE STAGING AREA AND CONSTRUCTION
ENTRANCE.
18.REMOVE ALL EROSION CONTROL MEASURES AND CALL THE NCDEQ OFFICE FOR FINAL
INSPECTION.
19.DEMOBILIZE ALL EQUIPMENT AND MATERIALS FROM SITE.
EROSION AND SEDIMENT CONTROL NOTES
1.GRADING AND EROSION CONTROL METHODS SHALL ADHERE TO THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES (DWR) STANDARDS AND SPECIFICATIONS.
WHERE METHODS DIFFER FROM CITY OF FAYETTEVILLE STANDARDS, THE MORE STRINGENT METHOD
SHALL BE APPLIED.
2.CONTACT CITY OF FAYETTEVILLE STORMWATER AND EROSION CONTROL INSPECTOR PRIOR TO
INSTALLATION OF ESC MEASURES AND AGAIN ONCE INITIAL MEASURES ARE IN PLACE.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE CONTRACTOR TO
FINES AND PENALTIES ISSUED BY EITHER CITY OF FAYETTEVILLE OR THE DWR.
4.EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING
ON SITE. THE CONTRACTOR SHALL CALL FOR INSPECTION BY CITY OF FAYETTEVILLE STORMWATER AND
EROSION CONTROL DIVISION (SEC) ONCE INITIAL MEASURES ARE IN PLACE.
5.SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED WEEKLY AND AFTER EACH STORM EVENT.
EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF
THE CAPACITY OF THE DEVICE.
6.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
7.CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
8.CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (GREATER THAN 3H:1V) WITHIN 7 DAYS, 10
DAYS FOR MODERATE SLOPES (3H:1V OR LESS) AND WITHIN 14 CALENDAR DAYS EVERYWHERE ELSE
ACCORDING TO THE TEMPORARY SEEDING SCHEDULE ON SHEET SHEET L2.00.
9.FOR ANY LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN COMPLETED, TEMPORARY
OR PERMANENT GROUND COVER (SHEET L2.00) SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED AS
SOON AS PRACTICAL, BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER COMPLETING THE WORK.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE
EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART
OF THE CONSTRUCTION SEQUENCE ON THE PLAN.
10.NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION OCCURS WHERE MUD,
ROCKS AND DEBRIS IS TRACKED ONTO PAVEMENT, THE CONTRACTOR SHALL CLEAN THE PAVEMENT AND
INSTALL ADDITIONAL MEASURES TO PREVENT FUTURE OCCURRENCES.
11.THE EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL FIELD MEASURES AS NECESSARY TO
PROVIDE ADEQUATE PROTECTION FROM RECEIVING WATER COURSES.
12.PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE STRIPPING OF
TOPSOIL OR LOWERING OF EXISTING GRADE AROUND A TREE, A CLEAN, SHARP, VERTICAL CUT SHALL BE
MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES
ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST
AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY
OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL OR EQUIPMENT AND NO TRESPASSING
SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA. THIS SHALL BE POSTED ON THE
TREE PROTECTION FENCE (SEE DETAIL ON SHEET C4.02).
13.CONTRACTOR SHALL FIELD LOCATE ALL SILT FENCE OUTLETS AT LOW POINTS IN SILT FENCE AS
REQUIRED TO PROVIDE RELIEF FROM CONCENTRATED FLOWS.
14.DISTURBANCE OUTSIDE OF THE SITE PROPERTY LIMITS OR PUBLIC R/W SHALL ONLY BE ALLOWED
BY SIGNED GRADING AGREEMENTS AND/OR EASEMENTS BETWEEN THE DEVELOPER AND OFFSITE
PROPERTY OWNER.
15.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE OPEN ACCESS TO ALL PROPERTIES ALONG
ADJACENT PROPERTIES DURING CONSTRUCTION PERIOD FOR IMPROVEMENTS.
16.ANY STOCKPILE AREAS SHALL USE TWO (2) ROWS OF SILT FENCE.
17.IF CONCRETE WASHOUTS ARE UTILIZED, THESE AREAS ARE TO BE WITHIN THE LIMITS OF
DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50 FT. AWAY FROM STORM DRAIN INLETS
AND SURFACE WATER.
NOTE: SEE SHEET C4.01 FOR ADDITIONAL
EROSION CONTROL NOTES.
NOTE: MECHANICALLY STABILIZED
EARTH (BY OTHERS) IS REQUIRED
AT ALL HATCHED AREAS OR
WHERE SLOPES GREATER THAN
2.5:1 ARE PROPOSED.
9095100105
859095100105110115 CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-EC1.dwg, 8/28/2019 11:29:13 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C4.01PLAN-PHASE II
EROSION CONTROL
1"=30'
KRG
JCA
SPEC18131-EC1
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
NC GRI
D (
N
A
D
8
3)MATCH LINE - SEE SHEET C1.01MATCH LINE - SEE THIS SHEETGRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.NC GRID (NAD83)MATCH LINE - SEE THIS SHEETEXISTINGLOWER FIEL
D

D
R
I
V
E
PHASE II
PHASE II
VICINITY MAP
N.T.S.
VICINITY MAP
N.T.S.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
R
CHANNEL CONSTRUCTION (PUMP AROUND)
1.INSTALL PUMP AROUND ALONG 200' TO 300' OF STREAM CHANNEL, OR NO MORE THAN CAN BE CONSTRUCTED IN ONE (1)
WORKING DAY (DEWATERING AND PUMP AROUND DETAILS ON SHEET C4.03).
2.HARVEST MATERIAL FROM THE BOTTOM OF THE EXISTING CHANNEL TO BE PLACED IN THE BOTTOM OF THE PROPOSED
CHANNEL. THIS SHALL INCLUDE THE SURFACE MATERIAL AND UP TO ONE (1) FOOT BELOW TO INCLUDE THE HYPORHEIC ZONE.
ADDITIONAL RIVER STONE SHALL BE MIXED WITH EXISTING CHANNEL MATERIAL AS NECESSARY.
3.FILL EXISTING CHANNEL ON THE SAME WORKING DAY AS COMPLETING THE PROPOSED CHANNEL. IN NO EVENT SHALL THE
EXISTING CHANNEL BE FILLED PRIOR TO THE COMPLETE CONSTRUCTION OF THE CORRESPONDING PROPOSED CHANNEL.
4.ANY EXCAVATED MATERIAL CONTAINING MANMADE MATERIAL IS NOT SUITABLE MATERIAL FOR CHANNEL FILL AND MUST BE
DISPOSED OF OFFSITE UNLESS OTHERWISE DIRECTED BY OWNER.
5.IN ANY SECTION WHERE THE NEW CHANNEL ALIGNMENT CROSSES THE EXISTING CHANNEL A CLAY PLUG WILL BE INSTALLED IN
THE EXISTING CHANNEL AS PER DETAIL ON SHEET C4.03.
6.THE PROPOSED CHANNEL BANKS SHALL BE STABILIZED WITH COIR FIBER MATTING AND TEMPORARY SEEDING UPON
COMPLETION OF EACH SECTION AS PER DETAIL ON SHEET C4.02.
7.COMPLETE ALL EARTHWORK, STRUCTURE INSTALLATION, AND STABILIZATION IN THE PUMP AROUND AREA.
8.AT A MINIMUM, 20-FOOT LENGTHS OF EXISTING CHANNEL SHOULD BE FILLED EVERY 50-FEET OR AS DIRECTED BY THE
ENGINEER.
9.CONTRACTOR SHALL NOTIFY ENGINEER UPON DISCOVERY OF ANY CONSTRAINTS DISCOVERED IN THE CONSTRUCTION OF THE
PROPOSED CHANNEL OR STRUCTURE PLACEMENT AND ADJUSTMENTS CAN BE MADE ON SITE.
SITE PREPARATION: CLEARING, AND SOIL
SUBSOIL EXCAVATION
1.ALL SHRUBS AND SMALL TREES DESIGNATED BY THE ENGINEER WILL BE SAVED FOR
TRANSPLANTING. PLANTS THAT ARE TO BE TRANSPLANTED WILL BE MARKED WITH
HIGHLY VISIBLE TAPE.
2.CONTRACTOR SHALL MANAGE EXCAVATED TOPSOIL SEPARATELY FROM EXCAVATED
SUBSOIL. EXCAVATED TOPSOIL SHALL BE PLACED WITHIN THE DESIGNATED
TEMPORARY STOCKPILE AREAS AWAY FROM THE CHANNEL TO BE FILLED (SEE PLANS).
TOPSOIL SHALL BE FREE OF STONES OVER 1" IN DIAMETER, ROOTS, STICKS, RUBBISH,
STIFF CLAY, AND EXTRANEOUS MATTER.
3.EXCAVATED SUBSOIL SHALL BE PLACED NEAR THE CHANNEL TO BE FILLED. ONCE THE
NEW STREAM IS CONSTRUCTED, SUBSOIL SHALL BE USED TO FILL THE EXISTING
CHANNEL FIRST, THEN STOCKPILED TOPSOIL SHALL BE USED FOR THE FINAL 6 INCHES
OF FILL.
4.IF FILL MATERIAL IS REQUIRED, IT SHALL BE FREE OF DEBRIS AND MEET THE
FOLLOWING GRADATION TESTED IN ACCORDANCE WITH ASTM D-422
SIEVE SIZE PERCENT PASSING
2 INCH 100
1 INCH 90-100
3
4 INCH 60-90
NO. 40 0-60
NO. 200 0-35
PLASTICITY INDEX (PI) < 15 AND LIQUID LIMIT <40 PER ASTM D-4318.
THE MAXIMUM AGGREGATE SIZE SHALL BE LIMITED TO 1
2 INCH
FILL MATERIAL MAY BE SITE-EXCAVATED SOILS WHERE THE ABOVE
REQUIREMENTS CAN BE MET. UNSUITABLE SOILS FOR BACKFILL (HIGH PLASTIC CLAYS
OR ORGANIC SOILS) SHALL NOT BE USED IN THE BACKFILL OR IN THE REINFORCED
SOIL MASS. VISUAL OBSERVATION SHALL BE SUFFICIENT FOR THE APPROVAL OF
SITE-EXCAVATED SOILS.
5. IMPORTED TOPSOIL SHALL HAVE A LOAMY TEXTURE AND HAVE SAND, SILT, AND
CLAY PERCENTAGES THAT MEET THE U.S. DEPARTMENT OF AGRICULTURE
CHARACTERISTICS OF A LOAMY SOIL. ORGANIC CONTENT SHALL NOT BE LESS THAN
1.5% BY WEIGHT. PH RANGE SHALL BE FROM 6-7.5. IF PH IS LESS THAN 6, LIME
SHALL BE ADDED. SOLUBLE SALTS SHALL NOT EXCEED 500PPM. IMPORTED TOPSOIL
SHALL BE FREE OF DEBRIS, ROOTS, PLANTS, STICKS, RUBBISH, STIFF CLAYS, AND
STONES OVER 1 INCH IN DIAMETER.
EROSION CONTROL LEGEND
NOTE: SEE SHEET C4.00 FOR ADDITIONAL
EROSION CONTROL NOTES AND SEQUENCE.
TOTAL DISTURBED AREA = 9.17 AC.PHASE IIPHASE INOTE: MECHANICALLY STABILIZED EARTH (BY
OTHERS) IS REQUIRED AT ALL HATCHED AREAS OR
WHERE SLOPES GREATER THAN 2.5:1 ARE PROPOSED.
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-EC1.dwg, 8/28/2019 11:29:50 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C4.02DETAILS
EROSION CONTROL
1"=30'
KRG
JCA
SPEC18131-EC1
’
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-EC1.dwg, 8/28/2019 11:30:04 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C4.03DETAILS
EROSION CONTROL
1"=30'
KRG
JCA
SPEC18131-EC1
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-D1.dwg, 8/28/2019 11:30:26 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C5.00DETAILS
STREAM STRUCTURE
NTS
KRG
JCA
SPEC18131-D1
VARIES6'VARIES 6.6'
VARIES
5' MIN.9'
VARIES
5' MIN.
3'
1.4'
1.1'2.7'1.5'TYPICAL POOL CROSS SECTION
NOT TO SCALE
TYPICAL RIFFLE CROSS SECTION
NOT TO SCALE
VARI
E
S
16.7%1% MIN.1% MIN.
VARI
E
S
1% MIN.
VARIES
1% MIN.
1.5'
2:1 2:1
1.
1
:
1
VARIES1.1'
NOTES:
1. BANKS WITH WOOD TOE SHOULD BE OVER-EXCAVATED TO THE LEVEL OF
NORMAL POOL ELEVATION.
2. A LAYER OF WOODY DEBRIS HARVESTED FROM SITE (NOT INCLUDING ANY
INVASIVE SPECIES) IS PLACED ALONG THE BANK. WOODY DEBRIS MATERIAL CAN
INCLUDE LIVE WHIPS AND STAKES.
3. FILL MATERIAL IS PLACED OVER THE WOODY DEBRIS TO HOLD IT IN PLACE.
PORTION OF THE WOODY DEBRIS SHOULD STICK OUT FROM THE BANK.
4. SOD MATTING AND/OR COIR FIBER MATTING SHOULD BE PLACED OVER THE
FILL MATERIAL TO STABILIZE THE BANKS.
5. IF TRANSPLATING MATERIAL IS AVAILABLE, PLACE THIS OVER THE FILL
MATERIAL ON TOP OF THE WOOD TOE.
NOT TO SCALE
WOOD TOE REVETMENT
TRANSPLANT OR PLANTING
BANKFULL ELEVATION
SOD MATTING
LAYER OF BRUSH
HARVESTED FROM SITE.
KEYED INTO BANK
NORMAL POOL
OVER-EXCAVATED BANK MATERIAL
PLAN VIEW
PROFILE VIEW CROSS SECTION B-B'
NOT TO SCALE
J-HOOK LOGVANE DETAILS
POOL
STREAM
B
E
D
BANKFUL
L

W
I
D
T
H
,
W = 4.3'-7
.
2
'
1/3 W
1/3
W
1/3 W
TOE OF BANK (TYP.)
BANKFULL (TYP.)
FILTER FABRIC (TYP.)
COARSE BACKFILL (TYP.)
OPTIONAL BALLAST BOULDER
HEADER BOULDER (TYP.)
FOOTER BOULDER (TYP.)
STREAM BANK (TYP.)
A'
A
B B'
BANKFULL (TYP.)
FLOW
MAX POOL (TYP.)
2.7'
HEADER LOG(TYP.)
FOOTER LOG (TYP.)
BANKFULL (TYP.)1/3 W 1/3 W 1/3 W
FILTER FABRIC (TYP.)
COARSE BACKFILL (TYP.)
HEADER LOG (TYP.)
FOOTER LOG (TYP.)
STREAM BANK - POOL
STREAM BANK
BANKFULL
1/3 W
CROSS SECTION A-A'
3'
C/L
C/L
0.5'
HEADER LOG (TYP.)
FOOTER LOG (TYP.)HEADER BOULDER (TYP.)
FOOTER BOULDER (TYP.)
NOTES
1.A J-HOOK VANE IS A STREAM BANK PROTECTION, IN-STREAM STRUCTURE THAT DIRECTS STREAM
FLOW AWAY FROM THE STREAM BANK ON THE OUTSIDE OF A MEANDER BEND (POOL) AND IN
TOWARD THE CENTER OF THE CHANNEL. THE DETAIL SHALL BE “FLIPPED” DEPENDING ON WHICH
STREAM BANK (LEFT OR RIGHT) IS ON THE OUTSIDE OF THE MEANDER BEND.
2.THE VANE ARM SHALL INTERCEPT THE STREAM BANK AT A HEIGHT EQUAL TO BETWEEN ½
BANKFULL STAGE AND BANKFULL STAGE. ELEVATION CONTROL POINTS MAY BE ESTABLISHED AT
THE LEFT OR RIGHT STREAM BANK/VANE ARM INTERCEPT POINTS. THE VANE ARM INTERCEPT
LOCATION MAY BE OTHERWISE DESCRIBED BY ITS RELATIONSHIP TO BANKFULL STAGE OR BY THE
LENGTH AND SLOPE OF THE VANE ARM. BANKFULL IS NOT NECESSARILY THE TOP OF THE STREAM
BANK SLOPE.
3.THE LOG J-HOOK VANE SHALL BE CONSTRUCTED WITH A LOG VANE ARM AND A BOULDER HOOK.
LOGS SHALL BE OF A 12" MINIMUM DIAMETER AND BE RELATIVELY STRAIGHT HARDWOOD,
RECENTLY HARVESTED. THE LENGTH SHALL BE SUCH THAT THE LOG IS BURIED INTO THE SOIL OF
THE STREAM BANK (ON ONE END) AND STREAM BED (ON THE OTHER END) A MINIMUM OF 2'. A
SINGLE LOG MAY BE USED INSTEAD OF A HEADER/FOOTER LOG COMBINATION. FLAT-SIDED
BALLAST (OPTIONAL) AND HOOK BOULDERS SHALL BE APPROXIMATELY 2'Lx1'Wx1'D.
4.FILTER FABRIC SHALL BE MIRAFI 180N OR APPROVED EQUIVALENT AND SHALL BE USED TO SEAL
THE GAPS BETWEEN THE LOGS AND UNDER THE COARSE BACKFILL MATERIAL OF THE VANE ARM.
THERE SHALL BE NO FILTER FABRIC VISIBLE IN THE FINISHED WORK; EDGES SHALL BE FOLDED,
TUCKED, OR TRIMMED AS NEEDED.
5.COARSE BACKFILL (d50=6") SHALL BE PLACED TO A THICKNESS EQUAL TO THE DEPTH OF THE
HEADER (AND FOOTER, IF SPECIFIED) LOGS AND SHALL EXTEND OUT FROM THE VANE ARM TO THE
STREAM BANK.
6.THE VANE ARM OF THE LOG J-HOOK SHALL BE CONSTRUCTED FIRST, FOLLOWED BY THE HOOK.
7.LOG J-HOOK VANES SHALL BE BUILT TYPICALLY AS FOLLOWS:
A.OVER-EXCAVATE STREAM BED TO A DEPTH EQUAL TO THE TOTAL THICKNESS OF THE HEADER
(AND FOOTER, IF SPECIFIED) LOGS.
B.PLACE FOOTER LOG OF THE VANE ARM IF SPECIFIED. THE SLOPE OF THE VANE ARM IS
MEASURED ALONG THE VANE ARM WHICH IS INSTALLED AT AN ANGLE TO THE STREAM BANK
AND PROFILE.
C.INSTALL HEADER LOG ON THE VANE ARM ON TOP OF AND SET SLIGHTLY FORWARD OR BACK
FROM THE FOOTER LOG.
D.NAIL FILTER FABRIC TO THE HEADER LOG USING A GALVANIZED NAIL WITH A PLASTIC CAP. THE
SIZE AND GAGE OF NAIL AND NAIL SPACING SHALL BE SPECIFIED BY THE DESIGNER.
E.PLACE COARSE BACKFILL BEHIND LOGS ENSURING THAT ANY VOIDS BETWEEN THE BOULDERS
ARE FILLED.
F.PLACE BALLAST BOULDERS ON THE VANE ARM.
G.EMBED THE END OF THE HOOK BOULDERS INTO THE OPPOSITE BANK.
11.IF ANY EROSION CONTROL MATTING IS SPECIFIED FOR USE IN THE VICINITY OF THE VANE ARM
INTERCEPT POINTS THE MATTING EDGES SHALL BE NEATLY SECURED AROUND THE LOGS.2' MIN.VARIES2' MIN.SEE NOTE 3X2-POOL CONTROL POINT ELEVATION
X19
X
1
4
2' MIN.
NOT TO SCALE
ROCK AND ROLL RIFFLE
NOTES:
1.USE LOGS HARVESTED FROM THE PROJECT SITE WITHIN THE LIMITS OF DISTURBANCE THAT ARE
A MINIMUM OF 10" IN DIAMETER AND FREE OF ROT AND NOTICABLE BOWING.
2.PLACE LOGS AT ANGLES ALONG THE LENGTH OF THE RIFFLE, KEYED INTO THE BANKS A
MINIMUM OF 3 FT ON EITHER SIDE.
3.SOIL WHERE THE LOGS ARE KEYED IN SHOULD BE COMPACTED. LARGER BOULDERS CAN BE USED
TO KEEP THE LOGS IN PLACE WHERE NECESSARY.
4.THE TOP OF THE LOGS SHOULD NOT EXCEED THE PROPOSED CHANNEL GRADE.
5.EXCAVATED CHANNEL MATERIAL DEEMED SUITABLE FOR USE (FREE OF WASTE AND DEBRIS) IS
PLACED AROUND THE LOGS TO BRING THE RIFFLE TO FINAL GRADE.
6.ADDITIONAL CHANNEL SUBSTRATE CAN BE IMPORTED AS APROVED BY THE ENGINEER. IT
SHOULD CONSIST OF NATIVE RIVER ROCK D50 30MM.
7.COARSER SUBSTRATE CAN BE PLACED THROUGHOUT THE RIFFLE, SIMILAR TO ROCK/WOOD
CLUSTER RIFFLE.
ROCK CLUSTERS
LOGS MIN 10" DIAMETER
KEYED IN MIN 3' IN BOTH
BANKS
HARVESTED CHANNEL
MATERIAL
COIR FIBER MATTING
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-D1.dwg, 8/28/2019 11:30:48 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C5.01DETAILS
STREAM STRUCTURE
AS SHOWN
KRG
JCA
SPEC18131-D1
STEP POOL STORMWATER CONVEYANCE CROSS SECTION VIEW
NOT TO SCALE
RIFFLE WEIR CROSS SECTION THROUGH COBBLE POOL CROSS SECTION
2
1
2
1
1
2
STEP POOL STORMWATER CONVEYANCE
TOP OF POOL
BOTTOM OF POOL
BOULDERS (d50=30")
COBBLE (d50=12")
FILTER FABRIC
EXISTING
SUBGRADE
TOP OF POOL
TOP OF
RIFFLE
FOOTER BOULDERS TO EXTEND
6" BELOW BOTTOM OF POOL
hPOOL = 1.5'
WRIFFLE = 8'
dRIFFLE = 1'
DRIFFLE = 0.5'hPOOL = 1.5'
RIFFLE HEIGHT
RIFFLE LENGTH POOL LENGTH
COBBLE
(d50=12")
TOP OF RIFFLE
CONTRACTOR SHALL PROVIDE
COIR FIBER MATTING FOR
HATCHED AREAS (TYP.)
NOT TO SCALE
TYPICAL PROFILE SECTION VIEW
4'
VARIES
3' MIN.
COBBLE APRON
MATERIAL SPECIFICATIONS
1.PRIOR TO PLACEMENT, THE CONTRACTOR SHALL PROVIDE SAMPLES OF BOULDERS
AND COBBLE FOR APPROVAL BY THE DESIGN ENGINEER AND OWNER. FAILURE TO DO
SO MAY RESULT IN CONTRACTOR REPLACING MATERIAL AT NO EXPENSE TO THE
OWNER.
2.BOULDERS SHALL CONSIST OF SHALL CONSIST OF ANGULAR, TABULAR, FLAT ROCK
WITH MINIMUM OF TWO PARALLEL SIDES, AND HAVE A NATURAL APPEARANCE AND
COLOR. GRANITE RIPRAP IS NOT ACCEPTABLE. APPROXIMATE DIMENSIONS OF
BOULDERS SHALL MEASURE 24"x24"x12". ROUNDED EDGES ARE ACCEPTABLE SO
LONG AS ROUNDED EDGES ARE NOT BEARING OR SUPPORTING. ALL STONE SHALL BE
FREE FROM LAMINATION AND WEAK CLEAVAGES. THE STONE SHOULD NOT
DISINTEGRATE SIGNIFICANTLY FROM THE ACTION OF AIR, WATER, OR IN HANDLING
AND PLACING. STONE WITH TOOL MARKS, DRILL HOLES, AND OTHER BLASTING
EVIDENCE SHALL NOT BE UTILIZED IN EXPOSED LOCATIONS.
3.FOOTER BOULDERS SHALL HAVE APPROXIMATE DIMENSION MEASURING
24"x24"x24". FOOTER BOULDERS SHALL BE PLACED ON STABLE NATIVE MATERIAL OR
FURNISHED FILL. INSTALL FOOTER BOULDERS AT 6" BELOW FINISHED GRADE IN
ACCORDANCE WITH CONSTRUCTION DRAWINGS.
4.COBBLE SHALL HAVE AN AVERAGE DIAMETER OF 6" AND HAVE A NATURAL
APPEARANCE AND COLOR. SMALLER COBBLE STONES SHALL BE USED TO FILL VOIDS
SUCH THAT EACH BOULDER RESTS SOLIDLY ON THE PREVIOUS ROCK LAYER WITH
MINIMAL OPPORTUNITY FOR MOVEMENT.
5.FILTER FABRIC SHALL BE MIRAFI 180N OR ENGINEER APPROVED EQUAL (NON-WOVEN
FABRIC).
F
L
OW
CROSS SECTION VIEW
NOT TO SCALE
VERNAL POOL WETLAND
PLAN VIEW
BANKFULL (TYP.)
TOP OF BANK (TYP.)
VERNAL
POOL
WETLAND
WETLAND OUTLET (TYP.)
WETLAND INLET (TYP.)
6" MIN.
SEE WETLAND PLANTING
MIX THIS SHEET
FLOODPLAIN
BANKFULL (TYP.)
TOP OF BANK (TYP.)
VERNAL POOL WETLAND
(WIDTH VARIES)
STREAM CHANNEL
WETLAND INLET/OUTLET (TYP.)
(TOP OF BERM = BANKFULL ELEVATION)
NOTE: SPECIES FOR THE PERMANENT SEED MIX WERE DERIVED FROM THE NC COASTAL PLAN
FACW MIX ERNMX-302 FROM ERNST CONSERVATION SEEDS.
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-D1.dwg, 8/28/2019 11:31:08 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C5.02DRAINAGE DETAILS
SITE & STORM
NTS
KRG
JCA
SPEC18131-D1
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-LS1.dwg, 8/28/2019 11:24:29 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
L1.00
1"=30'
KRG
JCA
SPEC18131-LS1
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
NC

G
R
I
D

(
N
A
D
8
3
)
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
N
C

G
R
I
D

(
N
A
D
8
3
)MATCH LINE - SEE THIS SHEETMATCH LINE - SEE THIS SHEETMATC
H
LI
N
E -
S
E
E
S
H
E
E
T
L
1.
0
1
LIMITS OF DISTURBANCE (TYP.)
LIMITS OF DISTURBANCE (TYP.)EXIST
ING
LOWER
F
IE
LD
DR
IVE
PHASE I
PHASE IIPHASE I
PLANTING PLAN
VICINITY MAP
N.T.S.
VICINITY MAP
N.T.S.
LEGEND
NOTE: SEE PLANTING NOTES AND PLANTING
SCHEDULES ON SHEET L2.00.
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-LS1.dwg, 8/28/2019 11:25:00 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
L1.01
1"=30'
KRG
JCA
SPEC18131-LS1
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
NC GRI
D (
N
A
D
8
3)
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.NC GRID (NAD83)MATCH LINE - SEE SHEET L1.00MATCH LINE - SEE THIS SHEETMATCH LINE - SEE THIS SHEETEXISTINGLOWER FIEL
D

D
R
I
V
E
LIMITS OF DISTURBANCE (TYP.)
LIMITS OF DISTURBANCE (TYP.)
LEGEND
PHASE II
PHASE II
PLANTING PLAN
VICINITY MAP
N.T.S.
VICINITY MAP
N.T.S.
NOTE: SEE PLANTING NOTES AND PLANTING
SCHEDULES ON SHEET L2.00.
CLIENT
REVISIONS
PROJECT NO.SPEC-18131
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 04. 19. 2019
N0.DATE
Y:\Projects\SPEC\2018 SPEC NUMBERS\SPEC-18131\Storm\Final Design\Current Drawings\SPEC18131-LS2.dwg, 8/28/2019 11:23:20 AM, Gallt, KelliThe John R. McAdams Company, Inc.
www.mcadamsco.com
3430 Toringdon Way
Suite 110
phone [phone]
fax [phone]
license number: C-0293
Charlotte, NC 28277
UT TO CAPE FEAR RIVER STREAMRESTORATIONCONSTRUCTION DRAWINGSLOWER FIELD DRIVEFAYETTEVILLE, NORTH CAROLINA, 28311SHEET
PLAN INFORMATION
METHODIST UNIVERSITY
5400 RAMSEY STREET
FAYETTEVILLE, NC 28311
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
’’
–
“”“”’
”
ZONE DESCRIPTION
A TERRACE
SLOPE
PERMANENT TURF GRASS, CONTAINERIZED TREES AND
SHRUBS, TEMPORARY SEEDING
B FLOODPLAIN
BENCH
PERMANENT NATIVE GRASS, CONTAINERIZED TREES AND
SHRUBS, TEMPORARY SEEDING
C STREAM BANK PERMANENT NATIVE GRASS, LIVE STAKING, TEMPORARY
SEEDING
D EMERGENT ZONE PLUGGING
L2.00& DETAILS
PLANTING NOTES
AS SHOWN
KRG
JCA
SPEC18131-LS2
PROFILE VIEW
NOT TO SCALE
PLANTING ZONE DETAIL
PLAN VIEW
PLANTING ZONE A - TERRACE SLOPE
SPECIES COMMON NAME GROWTH HABIT PROPOGATION METHOD SPACING
GOODYERA
PUBESCENS
DOWNY RATTLESNAKE
PLANTAIN GRASS
DIVISION OF RHIZOMES, TUBERS,
CORMS, OR BULBS 9-12"
QUERCUS VELUTINA BLACK OAK TREE SEED 30-40+'
QUERCUS ALBA WHITE OAK TREE SEED > 40'
PINUS TAEDA LOBLOLLY TREE SEED 12-15'
NYSSA SYLVATICA BLACK GUM TREE
SEED; HERBACEOUS STEM CUTTINGS;
WOODY STEM CUTTINGS > 40'
CHASMANTHIUM
LAXUM SLENDER WOODOATS GRASS SEED; ROOT DIVISION 24-36"
MAGNOLIA
VIRGINIANA SWEETBAY MAGNOLIA TREE
WOODY STEM CUTTINGS; SOFTWOOD
CUTTINGS; SEMI-HARDWOOD
CUTTINGS; STRATIFIED SEED 20-30'
MORELLA CERIFERA
SOUTHERN WAX
MYRTLE SHRUB SOFTWOOD CUTTINGS; SEED 10-12'
PLANTING ZONE B - FLOODPLAIN BENCH
SPECIES COMMON NAME GROWTH HABIT PROPOGATION METHOD SPACING
NYSSA SYLVATICA BLACK GUM TREE
SEED; HERBACEOUS STEM CUTTINGS;
WOODY STEM CUTTINGS > 40'
CALLICARPA
AMERICANA
AMERICAN
BEAUTYBERRY SHRUB
SEED; SEMI-HARDWOOD & ROOT
CUTTINGS; BARE ROOT SEEDLINGS 4-6'
CLETHRA ALNIFOLIA SWEET PEPPERBUSH SHRUB SEED; SOFTWOOD CUTTINGS 3-6'
EUONYMUS
AMERICANA BURSTING HEART SHRUB SEMI-HARDWOOD CUTTINGS 18-24"
GAYLUSSACIA
FRONDOSA BLUE HUCKLEBERRY SHRUB
SEED; CUTTINGS OF HALF-RIPE WOOD;
DIVISION 4-6'
ILEX GLABRA INKBERRY HOLLY SHRUB SOFTWOOD CUTTINGS; SEED 4-6'
PERSEA PALUSTRIS SWAMP BAY TREE SEED 20-30'
VACCINEUM ELLIOTTII ELLIOTT'S BLUEBERRY SHRUB SEED; CUTTINGS; DIVISION OF SUCKERS 4-6'
WOODWARDIA
AREOLATA NETTED CHAINFERN FERN
DIVISION OF RHIZOMES, TUBERS,
CORMS, OR BULBS 18-24"
FAGUS GRANDIFOLIA BEECH TREE SEED 30-40'
VACCINIUM
CORYMBOSUM HIGHBUSH BLUEBERRY SHRUB
SEED; SOFTWOOD & HARDWOOD
CUTTINGS 6-8'
VACCINIUM
ARBOREUM SPARKLEBERRY SHRUB
SEED; SEMI-HARDWOOD CUTTINGS;
SIMPLE LAYERING; AIR LAYERING 15-40'
PLANTING ZONE C - STREAM BANKS
SPECIES COMMON NAME GROWTH HABIT PROPOGATION METHOD SPACING
PINUS TAEDA LOBLOLLY TREE SEED 12-15'
HAMAMELIS
VIRGINIANA WITCH HAZEL SHRUB
SEED; GRAFTING; WOODY STEM
CUTTINGS 12-20'
CORNUS FLORIDA
FLOWERING
DOGWOOD TREE
SEED; SOFTWOOD CUTTINGS;
GRAFTING; BUDDING 15-20'
CORNUS SP.DOGWOOD SP.TREE
SEED; SOFTWOOD CUTTINGS;
GRAFTING; BUDDING 15-20'
MITCHELLA REPENS PARTRIDGEBERRY HERB
SEED; WOODY STEM CUTTINGS; SIMPLE
LAYERING; TIP LAYERING 15-18"
OSMUNDASTRUM
CINNAMOMEUM CINNAMON FERN FERN SPORE; RHIZOME DIVISION > 12"
STYRAX
GRANDIFOLIUS BIGLEAF SNOWBELL SHRUB STRATIFIED SEED 8-10'
LIQUIDAMBAR
STYRACIFLUA SWEET GUM TREE SEED; GRAFTING; BUDDING 8-15'
ACER RUBRUM RED MAPLE TREE
SEED; WOODY STEM, SOFTWOOD,
SEMI-HARDWOOD CUTTINGS; AIR
LAYERING 30-40'
ILEX OPACA HOLLY SHRUB
SEED; HARDWOOD CUTTINGS;
GRAFTING 15-40'
SYMPLOCOS
TINCTORIA HORSESUGAR TREE SEED 15-20'
PLANTING ZONE D - EMERGENT ZONE
SPECIES COMMON NAME GROWTH HABIT PROPOGATION METHOD SPACING
ARUNDINARIA
GIGANTEA SWITCHCANE GRASS DIVISION OF ROOTBALL; SEED 2-10'