SW3181002_Plansheet (Set)_20190116

SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130SD0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:37 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
DELORME STREET ATLAS 2004 PLUS USA
SCALE: 1" = 2000'
CONTACT:MICHAEL THEBERGE, P.E.
OWNER/DEVELOPER
RHH LAND INVESTORS, LLC
2919 BREEZEWOOD AVENUE, SUITE 400
FAYETTEVILLE, NORTH CAROLINA 28303
CONTACT: BOB MAINONES
PHONE: [phone]
FOR
RHH LAND INVESTORS, LLC
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
PREPARED BY
NCBELS P-1132
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
NC@BohlerEng .com
TM
LOCATION MAP
REFERENCE INFORMATION
REFERENCES
TOPOGRAPHIC SURVEY:
BOHLER ENGINEERING SURVEY NC, PLLC
"TOPO GRAPHIC SURVEY FOR WAXHAW INDIAN TRAIL ROAD SITE, TOWN OF INDIAN
TRAIL, UNION COUNTY, NORTH CAROLINA"
JOB#: NS172014
DATE: 10/15/17
GEOTECHNICAL ENGINEERING REPORT:
ECS SOUTHEAST, LLP
"GEOTECHNICAL ENGINEERING REPORT, WAXHAW-INDIAN TRAIL SUBDIVISION, INDIAN
TRAIL, UNION COUNTY, NORTH CAROLINA"
JOB#: 08:12249
DATED: 5/23/17
WETLANDS:
ECS SOUTHEAST, LLP
"NOTIFICATION OF JURISDICTIONAL DETERMINATION"
ACTION ID: SAW-2017-02248
JOB #: 49: 4588-A
DATED: 7/12/17 REV: 11/17/17
APPROVED TOWER SITE PLAN:
TOWER ENGINEERING PROFESSIONALS
"AMERICAN TOWER CORPORATION, 400 REGENCY FOREST DRIVE CARY, NORTH
CAROLINA, 27518"
JOB#: 092265
DATED: 9/11/09
APPROVED SPECIAL USE PERMIT:
DON E. MOORE
"AMERICAN TOWER CORPORATION, 400 REGENCY FOREST DRIVE CARY, NORTH
CAROLINA, 27518"
JOB#: 092265
DATED: 9/11/09
GOVERNING AGENCIES
UNION COUNTY PLANNING & ZONING
500 N. MAIN ST. STE 70
MONROE, NC 28112
CONTACT: RICHARD BLACK - DIVISION DIRECTOR, PLANNING
PHONE: [phone]
EMAIL: [e-mail]
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
DISTRICT 3
130 S. SUTHERLAND AVE
MONROE, NC 28112
CONTACT: LEE AINSWORTH, III, PE
PHONE: [phone]
HEMBY BRIDGE FIRE DEPARTMENT
6628 MILLGROVE RD.
INDIAN TRAIL, NC 28079
CONTACT: JOHNNY BLYTHE - FIRE CHIEF
PHONE: [phone]
NCDEQ
610 EAST CENTER AVENUE - STE. 301
MOORESVILLE, NC 28155
CONTACT: ZAHID KHAN - ENGINEERING SUPERVISOR
PHONE: [phone]
UTILITY / GOVERNING AGENCY
ELECTRIC
UTILITY SERVICE CONTACTS
SERVICE
UNION POWER CORPORATIVE
P.O. BOX 5014
MONROE, NC 28110
CONTACT: KEITH HELMS
PHONE: [phone]
WATER/ SANITARY SEWER UNION COUNTY PUBLIC WORKS
ENGINEERING DEPARTMENT
500N. MAIN STREET
CHARLOTTE, NC 28112
PHONE: [phone]
LOCATION OF SITE
2308 WAXHAW-INDIAN TRAIL RD, TOWN OF INDIAN TRAIL
PARCEL IDENTIFICATION: 07135022 (PORTION)
UNION COUNTY, NORTH CAROLINA
SHEET INDEX
SHEET TITLE SHEET NUMBER
COVER SHEET C-101
GENERAL NOTES AND LEGEND C-102 - C-103
SURVEY (BY OTHERS)C-104 - C-105
OVERALL DEMOLITION PLAN C-201
OVERALL SITE PLAN C-301
PAVEMENT PLAN C-302
SITE DETAILS C-303 - C-304
OVERALL GRADING PLAN C-401
GRADING PLAN C-402 - C-403
PERMANENT POND DETAILS C-404 - C-405
ROAD PLAN AND PROFILE C-406 - C-407
STORM PLAN AND PROFILE C-408 - C-414
STORM SCHEDULES C-415
STORM DETAILS C-416 - C-417
OVERALL UTILITY PLAN C-501
SEWER PLAN AND PROFILE C-502 - C-504
UCPW DETAILS C-505 - C-506
PRE- AND POST-DEVELOPMENT DRAINAGE AREAS C-601 - C-603
EROSION AND SEDIMENT CONTROL PLANS C-701 - C-703
EROSION AND SEDIMENT CONTROL DETAILS C-704 - C-706
LANDSCAPE PLAN L-1
TREE PRESERVATION PLAN L-2
WET POND PLANTING PLAN L-3
LANDSCAPE NOTES AND DETAILS L-4
WAXHAW - INDIAN TRAIL ROAD SIGHT DISTANCE PROFILE RD-1
WAXHAW - INDIAN TRAIL ROAD IMPROVEMENT PLAN RD-2
WAXHAW - INDIAN TRAIL ROAD SECTIONS RD-3 - RD-4
COTTAGES WEST
NTS
SD0
C-101
COVER
SHEET
S
S
S
S
S
S
SSSS S S S S S S
S SSSSSS
S S
S
S
S
SSSS
S
S S S S S S S
N88°56'20"W 374.67'
N79°29'50"E 20.52'
S44°55'08"E 297.30'
N54°44'52"
E 174.60'
N
4
4
°
5
5
'
0
8
"W

2
0
8
.
6
9
'
S79°29'50"W

3
2
2
.
9
1
'TbB2TbC2WAXHAW-INDIAN TRAIL ROADLOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LODLODLODLODLODLODLODW W W W W W W W W W W W
W W
W
W WWWWWW
W
W W
W
W
W
W
WWWWWWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL
LOT: 15
6450 SF
LOT: 14
6450 SF
LOT: 13
6450 SF
LOT: 12
7224 SF
LOT: 11
6450 SF
LOT: 10
6450 SF
LOT: 9
6450 SF
LOT: 8
6450 SF
LOT: 28
6691 SF
LOT: 29
6689 SF
LOT: 30
6687 SF
LOT: 32
6684 SF
LOT: 16
6450 SF
LOT: 19
7518 SF
LOT: 17
6450 SF
LOT: 44
7217 SF
LOT: 18
6450 SF
LOT: 25
7931 SF
LOT: 26
6694 SF
LOT: 27
6692 SF
LOT: 34
6569 SFLOT: 33
6682 SFLOT: 31
6685 SF
LOT: 48
7382 SF
LOT: 47
6413 SF
LOT: 46
6450 SF
LOT: 38
6450 SF
LOT: 45
6450 SF
LOT: 42
7659 SF
LOT: 43
7660 SF
LOT: 39
6450 SF
LOT: 41
7614 SF
LOT: 40
7625 SF
LOT: 37
6450 SF
LOT: 7
7596 SF
LOT: 6
7625 SF
LOT: 5
7616 SF
LOT: 35
6672 SF
LOT: 36
6687 SF
LOT: 1
6334 SF
LOT: 3
6450 SF
LOT: 4
6875 SF
LOT: 2
6450 SF
LOT: 22
6250 SF
LOT: 23
6250 SF
LOT: 20
6250 SF
LOT: 21
6250 SF
LOT: 24
6250 SF LODLODLODLODLODLODLODLOD
LOD
LOD LOD LOD
L
O
D
L
O
D
L
O
D
LODLO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
L
O
D
LOD
LOD
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD
LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLOD
LO
D
LOD LOD LODLOD
LODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
6' VINYL FENCELODLOD7057107037037037047067077087097117126856
9
0
6
9
5 7006846866876
8
8 68
9
6
9
1
6
9
2
69
3
6
9
4 696697698699701702690695700689691692693694696697698699701702703704685 690684686687688689 691 692 693 694
695
700
696
697
698
699
695694
705
710
704
706 707 708 709
711 712
702703
7
0
0
6
9
7
6
9
8
6
9
9
7
0
1
701
680685681682683684686687688
689
710
71
1
7
1
2 71070
8
709711712705
703
704
706707708709
646
650
655
660
665668669
675
645
650
653
654
676672 649653654
659659653
676677684683
682681
680679
678677
676
68468368
3
661665668669694699
703 702
705
707
709
710
696694691687686
685668669 69269069071
3
7
1
3
67
0
66
766
866
9
67
167
2
6
7
3
6
7
4
67567667
7
6
78670675666667668669671672673674676677678
679675674
676 677 678
685 690682683684686687688689691 692
695 694
696
693675680676677678679681682683675672673674676
677676 677 678 679 680 681 682 683 684 685 686 687 6886506496516526536546
3
9
671670640641 SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130GP0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:40 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
1" = 60'
GP0
C-401
OVERALL
GRADING &
DRAINAGE PLAN1"=60'
0 60153060
REFERENCES
PREMILINARY DETERMINATION:
U.S. ARMY CORPS OF ENGINEERS - WILMINGTON DISTRICT
"NOTIFICATION OF JURISDICTIONAL DETERMINATION"
ACTION ID: SAW-2017-02248
DATE: 7/12/17
REV. DATE: 11/17/2017
SEE SHEET C-402
SEE SHEET C-403
SSSSSSSSSSSSSSSSSSSSSLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
SLWLWLWL
W
L
W
L
W
L
W
L
WLWLSLSL SLSLSLSL
S
L
SL SLSLSL
SLSLSLSLSLSLLOT: 44
7217 SF
LOT: 48
7382 SF
LOT: 47
6413 SF
LOT: 46
6450 SF
LOT: 38
6450 SF
LOT: 45
6450 SF LOT: 42
7659 SF
LOT: 43
7660 SF
LOT: 39
6450 SF
LOT: 41
7614 SF
LOT: 40
7625 SF
LOT: 37
6450 SF
LOT: 7
7596 SF
LOT: 6
7625 SF
LOT: 5
7616 SF
LOT: 1
6334 SF
LOT: 3
6450 SF
LOT: 4
6875 SF
LOT: 2
6450 SF LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
PAD ELEV:
713.50
PAD ELEV:
712.25
PAD ELEV:
710.50
PAD ELEV:
708.05
PAD ELEV:
705.45 PAD ELEV:
703.15
PAD ELEV:
701.70
PAD ELEV:
699.85
PAD ELEV:
697.85
PAD ELEV:
695.85
PAD ELEV:
693.35
PAD ELEV:
690.85
PAD ELEV:
685.50
PAD ELEV:
686.00
PAD ELEV:
686.90
PAD ELEV:
689.05
PAD ELEV:
691.40
PAD ELEV:
693.85
PAD ELEV:
696.30
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
EXPOSED STEM
WALL NEEDED
EXPOSED STEM
WALL NEEDED705710703703703704706707708709711712 6856
9
0
69
5
70068468668768
8
68
9
69
1
69
2
693
694
696697698699701702690695700689691692693694696697698699701702703704685690 684686687688689691692693694
695
700
696
697
698
699
695694
705
710
704
706
707
708
709
711
712
702703
7
0
0
6
9
7
6
9
8
6
9
9
7
0
1
701 680685681682683684686687688
689
EXPOSED STEM
WALL NEEDED
EXPOSED STEM
WALL NEEDED
EXPOSED STEM
WALL NEEDED
EXPOSED STEM
WALL NEEDED
EXPOSED STEM
WALL NEEDED
EXPOSED STEM
WALL NEEDED
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
STM
A28
STM
A24
STM
A23
STM
A22
STM
A21
STM
A20
STM
A19
STM
A18
STM
A17
STM
A16
STM
A15
STM
A14
STM
A13
STM
A12
STM
A4
STM
A3
710
71
1
7
1
2
71070
8 709711712705
703
704
706
707
708
709
FLOW LINE OF SWALE MUST
REMAIN WITHIN PROPERTY LIMITS
684 6836
8
3 661665668669694699
703702
705
707
709
710 696694691687686
685
66866969269069071
3
7
1
3
PROP. NORTHERN SWALE
PROP. NORTHERN SWALE
PROP. ROADSIDE SWALE
PROP. SOUTHERN SWALE
PROP. SOUTHERN SWALE
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
PROP. NORTHERN SWALE SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130GP0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:40 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
1" = 40'
GP0
C-402
GRADING AND
DRAINAGE PLAN1"=40'
0 40102040
REFERENCES
PREMILINARY DETERMINATION:
U.S. ARMY CORPS OF ENGINEERS - WILMINGTON DISTRICT
"NOTIFICATION OF JURISDICTIONAL DETERMINATION"
ACTION ID: SAW-2017-02248
DATE: 7/12/17
REV. DATE: 11/17/2017
MATCHLINE - SHEETC-403VARIES 1.6'
ROADSIDE SWALE CROSS- SECTION
NTS
2.0
1
0.80' MIN.TO BE STABILIZED WITH
EROSION CONTROL FABRIC.
MATCH EX. GRADE
2.0'
SOUTHERN SWALE CROSS- SECTION
NTS
2.0
1
1' MIN.TO BE STABILIZED WITH
EROSION CONTROL FABRIC.
10.0
1.0
10.0'3.0'3.0'
NORTHERN SWALE CROSS- SECTION
NTS
2.0
1
1.5' MIN.TO BE STABILIZED WITH
EROSION CONTROL FABRIC.
MATCH EX. GRADE
2.0
1
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSN88°56'20"W 374.67'
N79°29'50"E 20.52'
S44°55'08"E 297.30'
N54°44'52"
E 174.60'
N
4
4
°
5
5
'
0
8
"W

2
0
8
.
6
9
'
S79°29'50"W

3
2
2
.
9
1
'LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LOD LOD
LODLODL
O
D
L
O
D
L
O
D
L
O
DWLWLWL WLWLWLWLWLWLWLWLWLWLWLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLLOT: 15
6450 SFLOT: 14
6450 SFLOT: 13
6450 SFLOT: 12
7224 SFLOT: 11
6450 SFLOT: 10
6450 SFLOT: 9
6450 SFLOT: 8
6450 SF
LOT: 28
6691 SFLOT: 29
6689 SFLOT: 30
6687 SF
LOT: 32
6684 SF
LOT: 16
6450 SF
LOT: 19
7518 SF
LOT: 17
6450 SF
LOT: 18
6450 SF
LOT: 25
7931 SFLOT: 26
6694 SFLOT: 27
6692 SF
LOT: 34
6569 SF
LOT: 33
6682 SF
LOT: 31
6685 SF
LOT: 7
7596 SF
LOT: 35
6672 SFLOT: 36
6687 SF SLLOT: 22
6250 SF
LOT: 23
6250 SF
LOT: 20
6250 SF
LOT: 21
6250 SF
LOT: 24
6250 SF
LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD
LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
PAD ELEV:
684.40
PAD ELEV:
683.65
PAD ELEV:
682.65
PAD ELEV:
681.95
PAD ELEV:
681.15
PAD ELEV:
680.45
PAD ELEV:
679.70
PAD ELEV:
679.05
PAD ELEV:
678.50
PAD ELEV:
677.75
PAD ELEV:
676.90
PAD ELEV:
676.10
PAD ELEV:
676.40PAD ELEV:
676.85PAD ELEV:
677.65PAD ELEV:
678.45PAD ELEV:
679.25PAD ELEV:
680.05PAD ELEV:
680.50PAD ELEV:
681.70PAD ELEV:
682.00PAD ELEV:
683.30PAD ELEV:
684.35PAD ELEV:
685.20PAD ELEV:
685.50
684680685681682683684EXPOSED STEM
WALL NEEDED
STM
B13
STM
B12
STM
B11
STM
B10
STM
B9STM
B8
STM
B7
STM
B6
STM
B5
STM
B4
STM
B3
STM
B2
STM
B1
STM
A27
STM
A26
STM
A25
STM
A16
STM
A11
STM
A10
STM
A9
STM
A8
STM
A7
STM
A6
STM
A5
STM
A2
STM
A1
646
650
655
660
665 668
669
675
645
650
653
654676 672
649653654
659 659
653676677684 683
682
681
680 679
678
677
676
66866969067
0
66
7
66
8
66
9
67
1
67
2
6
7
3
6
7
467567667
767
8
670675666667668669671672673674676677678679675
674
676
677678
685690 682683684686687688689691692
695
694
696
693
675680676677678679681682683675672673674676677676
677
678679680681
682683684685686687688
6506496516526536546
3
9
671
670640641PAD ELEV:
673.65
PAD ELEV:
674.75
PAD ELEV:
675.85
PAD ELEV:
677.00
PAD ELEV:
677.65
PROP. SOUTHERN SWALE
PROP. SOUTHERN SWALE
PROP. SOUTHERN SWALE
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)HP OF DITCH MUST
BE >/= 0.5' BELOW FFE
DITCHES MUST BE >/ = 2%
(TYP. ALL PADS)
CONTRACTOR TO PROVIDE
SWALE TO DIRECT WATER
TO FOREBAY. MIN 2% SLOPE SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130GP0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:40 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
1" = 40'
GP0
C-403
GRADING AND
DRAINAGE PLAN1"=40'
0 40102040
REFERENCES
PREMILINARY DETERMINATION:
U.S. ARMY CORPS OF ENGINEERS - WILMINGTON DISTRICT
"NOTIFICATION OF JURISDICTIONAL DETERMINATION"
ACTION ID: SAW-2017-02248
DATE: 7/12/17
REV. DATE: 11/17/2017
MATCHLINE - SHEETC-402
WWLOT: 38
6450 SF
LOT: 39
6450 SF
LOT: 40
7625 SF
L
O
D
LODLODLODLODLO
D
LO
D
LO
D
LO
D
LO
D
LO
D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTM
A4
669670671655655
660
665
670
675
675
66166
2663
66
4665
66
666766
866966
9668
66
7666
66
566466
3662
66
166065
965865
765665
565465
365265
1650
64
964864
7646 668669670671672673674675676677678679680681682686687689689690691692671
672
673
674
675
675
676
677
646
647
648
649
650
651
652
653
654
655
656
657
659
661
662
663
664
666
667
668
669
670671
672673
674
STM
A3
STM
A1
STM
A2
10'5.2'4.5
'
36'
9'24'22'15'4.5'BTM OF FORBAY: 661.00
BTM SEDIMENT STORAGE: 660.50
(SEDIMENT STORAGE ELEVATION
NOT RELFECTED IN PROP CONTOURS)
BTM OF PERMANENT POOL: 646.00
BTM SEDIMENT STORAGE: 645.50
(SEDIMENT STORAGE ELEVATION
NOT RELFECTED IN PROP CONTOURS)
PP 668.00
PROP. CLASS I - 15" THICK
RIPRAP ARMOR FOR
FOREBAY BERM
CREST ELEVATION: 669.00
PROP. OUTLET CONTROL
STRUCTURE
(REFER TO DETAIL ON
SAME PAGE)
PROP. CHAINLINK POND
FENCE WITH GATE DOORS
PROP. HEADWALL
AND RIP-RAP
PROP. 10' WIDE GRAVEL
ACCESS DRIVE.
(REFER TO DETAIL
ON SAME PAGE)
PROP. 10' WIDE GRAVEL
ACCESS DRIVE.
(REFER TO DETAIL
ON SAME PAGE)
PROP. CHAINLINK POND
FENCE WITH GATE DOORS
PROP. CLASS A RIP RAP
PROP. CLASS I RIP RAP
PROP. CLASS I RIP RAP
WET POND OUTLET CONTROL STRUCTURE DETAIL
NTS
NOTES:
SEE NCDOT SPECIFICATION SECTION 840 FOR OUTLET
STRUCTURE BOX, GRATE, REINFORCING, ETC.
ALL CONCRETE TO BE MIN. 4,000 PSI COMPRESSIVE
STRENGTH.
CONVERT HOLE USED WITH SKIMMER DURING EROSION
CONTROL TO PERMANENT WATER QUALITY ORIFICE
WITH WET POND WHERE POSSIBLE. IF NOT POSSIBLE,
SEAL AND GROUT FILL HOLE USED FOR SKIMMER.
TOP OF POND = 675.0'
TOP OF RISER = 671.9'
4'X4' (INT. DIMS) OUTLET
CONTROL STRUCTURE
6" PVC DRAWDOWN ASSEMBLY
WITH 2.5" WATER QUALITY ORIFICE
ELEV. = 668.00'
PERMANENT POOL = 668.00'
FABRICATED ALUMINUM BAR GRATE
TRASH RACK WITH 5"X5" OPENINGS
12" O-RING OUTLET CULVERT
ELEV = 668.00'
PERMANENT WATER QUALITY
ORIFICE
FABRICATED ALUMINUM BAR
GRATE TRASH RACK WITH
5"X5" OPENINGS
O-RING OUTLET CULVERT
WITH ANTI-SEEP COLLARS.
COMPACT FILL UNDER PIPE
PER GEOTECH REPORT.6" PVC DRAWDOWN ASSEMBLY
WITH 2.5" ORIFICE DRILLED IN
CAP AT BOTTOM
SECONDARY CONTROL ORIFICE
6"X24" SECONDARY ORIFICE
ELEV = 669.44'
DRAINAGE STRUCTURE STEPS (NCDOT
STD 840.66) INSIDE AND OUTSIDE OF
STRUCTURE SPACED 1' VERTICALLY (TYP)
SECONDARY ORIFICE
TRASH RACK
5'X5'X2.5' CONCRETE BALLAST PAD
(CONTRACTOR TO COORDINATE
CONNECTION OF OUTLET
CONTROL TO BALLAST PAD WITH
STRUCTURAL ENGINEER)
WET POND #1 CROSS
SECTION
NTS (10:1 VERTICAL EXAGGERATION)
INFLOW TEMPORARY POOL (WQV) = 669.44'
PERMANENT POOL = 668.00'
TOTAL VOLUME = 4.3 AC-FT
3:1 SLOPES ABOVE PERMANENT POOL
6' WIDE, 6:1 VEGETATED SHELF
6' WIDE, 6:1 VEGETATED SHELF
TOP OF POND = 675.0'
BOTTOM SEDIMENT STORAGE = 645.5'
BOTTOM POND = 646'
TOP OF RISER STRUCTURE = 671.9'
O-RING OUTFLOW
CULVERT TO RIP-RAP
DISCHARGE POINT
PUMP TO DRAIN IF
NECESSARY FOR POND
MAINTENANCE
3:1 SLOPES ABOVE VEGETATED SHELF
2:1 SLOPES UNDER
PERMANENT POOL
CLASS B RIP-RAP LINED FOREBAY
BERM/ OVERFLOW SPILLWAY
2-YR STORM ELEV (CPV) = 669.81'
100-YR STORM ELEV = 673.4'
APPROX.SEASONALLY HIGH WATER TABLE = 658.00'
PIPE INVERT = 759.50' (A3)
AFTER STABILIZATION BUT PRIOR TO PAVING, POND
TO BE DREDGED AND CONVERTED FROM SKIMMER
SEDIMENT BASIN TO PERMANENT WET POND.
SEDIMENT DEPTH
MARKER
25-YR STORM ELEV = 671.81'
2:1 SLOPES UNDER
PERMANENT POOL
FOREBAY (TYP
OF BOTH)
COMPACT FILL UNDER OUTLET PIPE
PER GEOTECHNICAL REPORT
TOP OF FOREBAY BERM = 669'
BOTTOM SEDIMENT STORAGE = 660.5'
BOTTOM FOREBAY = 661'
ANTI-SEEP COLLARS (REFER TO
DETAIL ON SAME PAGE)SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130SW0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:41 PM LAST SAVED BY: ASCHILLINGER
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
1"=20'
0 2051020
AS NOTED
SW0
C-404
PERMANENT
POND DETAILS
VARIESVARIES10'10'
5% MAX
20'
10%10%
3:1
3:1
6" THICK ABC
TYPICAL ROADWAY SECTION
12" MIN.SEPARATOR GEOTEXTILE
COMPACTED SUBGRADE
ANTI-SEEP COLLAR
NTS
18"
SECTION A-A
PLAN VIEW
12"
6"O-RING
24" RCP
A
TRENCH WIDTH
12"
6"O-RING RCPANTI-SEEP
COLLAR
A TRENCHDEPTHTRENCH
WIDTH
ANTI-SEEP COLLAR.
CLASS B CONCRETE OR
COMPACTED CLAY WITH
INFILTRATION RATE OF 0.01
INCHES PER HOUR OR LESS.
GRADE
O-RING RCPNOT TO SCALE
DRAWDOWN ASSEMBLY
6"
6"
SCREW TYPE PLUG
NOTES:
1.DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
PERMANENT POOL
PVC CAP WITH HOLE DRILLED PER WATER QUALITY
ORIFICE SIZE LISTED FOR WET POND
4" PVC PIPE AND TEE
NOT TO SCALE
SEDIMENT DEPTH MARKER
MIN. 6" PVC PIPE
18" MIN.PLUG TOP AT TOP OF RISER STRUCTURE
MIN. 1" THICK RED STRIPE AT 3' DEPTH MARKER
MIN. 1/2" THICK STRIPES AT 1' INTERVALS
BOTTOM OF FOREBAY
NOT TO SCALE
SECONDARY ORIFICE TRASH RACK
BOLT TRASH RACK TO OUTLET
CONTROL STRUCTURE WITH
HINGE SO CAGE CAN BE LIFTED
FOR MAINTENANCE
FRONT VIEW
MAX. 3"X3" OPENINGS
6" ORIFICE
GENERAL NOTES:
1.BOTTOM OF POND AND BOTTOM OF FOREBAY
GRADES SHOWN IN PLAN VIEW DO NOT REFLECT
SEDIMENT STORAGE ELEVATIONS CONTOURS.
LOT: 22
6250 SF
LOT: 23
6250 SF
LOT: 20
6250 SF
LOT: 21
6250 SF
LOT: 24
6250 SF LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTM
B3
671
668
666
664
661
659
658
657
656
655
654
653 652
651 650
649
649
650
651
652
653653652651
650
649
648647
646
645
647
648649
650651
652653
654655
656
657
658659
660
661662663664
65465665865966066
0 6596586576
6
1
6
6
2
6
6
3
6
6
4
6
6
5
6
6
6654655656657658659660661663666670674STM
B1
STM
B2
18'12'4.5'1
4
'
4.
3
'10'TOP OF POND 659.00
BTM OF PERMANENT POOL: 645.00
BTM SEDIMENT STORAGE: 644.50
(SEDIMENT STORAGE ELEVATION
NOT RELFECTED IN PROP CONTOURS)
BTM OF FOREBAY: 649.00
BTM SEDIMENT STORAGE: 648.50
(SEDIMENT STORAGE ELEVATION
NOT RELFECTED IN PROP CONTOURS)
PP 653.00
TOP OF POND 659.00
PP 653.00
PROP. CLASS I - 15" THICK
RIPRAP ARMOR FOR
FOREBAY BERM
CREST ELEVATION: 653.50
PROP. OUTLET CONTROL
STRUCTURE
(REFER TO DETAIL ON
SAME PAGE)
PROP. CHAINLINK POND
FENCE WITH GATE DOORS
PROP. CHAINLINK POND
FENCE WITH GATE DOORS
PROP. HEADWALL
AND RIP-RAP
PROP. 10' WIDE GRAVEL
ACCESS DRIVE.
(REFER TO DETAIL
ON SAME PAGE)
REFER TO SITE PLAN SHEET C-301
FOR ACCESS GATE
PROP. CLASS A RIP RAP
PROP. CLASS I RIP RAP
WET POND #2 CROSS
SECTION
NTS (10:1 VERTICAL EXAGGERATION)
INFLOW TEMPORARY POOL (WQV) = 654.18'
PERMANENT POOL = 653.00'
TOTAL VOLUME = 0.403 AC-FT
3:1 SLOPES ABOVE PERMANENT POOL
6' WIDE, 6:1 VEGETATED SHELF
6' WIDE, 6:1 VEGETATED SHELF
TOP OF POND = 659.0'
BOTTOM SEDIMENT STORAGE = 644.5'
BOTTOM POND = 645'
TOP OF RISER STRUCTURE = 671.9'
O-RING OUTFLOW
CULVERT TO RIP-RAP
DISCHARGE POINT
PUMP TO DRAIN IF
NECESSARY FOR POND
MAINTENANCE
3:1 SLOPES ABOVE VEGETATED SHELF
2:1 SLOPES UNDER
PERMANENT POOL
CLASS B RIP-RAP LINED FOREBAY
BERM/ OVERFLOW SPILLWAY
2-YR STORM ELEV (CPV) = 655.81'
100-YR STORM ELEV = 658.09'
APPROX.SEASONALLY HIGH WATER TABLE = 658.00'
PIPE INVERT = 654.00' (B3)
AFTER STABILIZATION BUT PRIOR TO PAVING, POND
TO BE DREDGED AND CONVERTED FROM SKIMMER
SEDIMENT BASIN TO PERMANENT WET POND.
SEDIMENT DEPTH
MARKER
25-YR STORM ELEV = 657.94'
2:1 SLOPES UNDER
PERMANENT POOL
FOREBAY (TYP
OF BOTH)
COMPACT FILL UNDER OUTLET PIPE
PER GEOTECHNICAL REPORT
TOP OF FOREBAY BERM = 669'
BOTTOM SEDIMENT STORAGE = 648.5'
BOTTOM FOREBAY = 649'
ANTI-SEEP COLLARS (REFER TO
DETAIL ON SAME PAGE)
WET POND #2 OUTLET CONTROL STRUCTURE DETAIL
NTS
NOTES:
SEE NCDOT SPECIFICATION SECTION 840 FOR OUTLET
STRUCTURE BOX, GRATE, REINFORCING, ETC.
ALL CONCRETE TO BE MIN. 4,000 PSI COMPRESSIVE
STRENGTH.
CONVERT HOLE USED WITH SKIMMER DURING EROSION
CONTROL TO PERMANENT WATER QUALITY ORIFICE
WITH WET POND WHERE POSSIBLE. IF NOT POSSIBLE,
SEAL AND GROUT FILL HOLE USED FOR SKIMMER.
TOP OF POND = 659'
TOP OF RISER = 657.90'
4'X4' (INT. DIMS) OUTLET
CONTROL STRUCTURE
6" PVC DRAWDOWN ASSEMBLY
WITH 1.2" WATER QUALITY ORIFICE
ELEV. = 653.00'PERMANENT POOL = 653.00'
FABRICATED ALUMINUM BAR GRATE
TRASH RACK WITH 5"X5" OPENINGS
12" O-RING OUTLET CULVERT
ELEV = 653.00'
PERMANENT WATER QUALITY
ORIFICE
FABRICATED ALUMINUM BAR
GRATE TRASH RACK WITH
5"X5" OPENINGS
O-RING OUTLET CULVERT
WITH ANTI-SEEP COLLARS.
COMPACT FILL UNDER PIPE
PER GEOTECH REPORT.6" PVC DRAWDOWN ASSEMBLY
WITH 1.2" ORIFICE DRILLED IN
CAP AT BOTTOM
SECONDARY CONTROL ORIFICE
1.5" SECONDARY ORIFICE
ELEV = 654.18'
DRAINAGE STRUCTURE STEPS (NCDOT
STD 840.66) INSIDE AND OUTSIDE OF
STRUCTURE SPACED 1' VERTICALLY (TYP)
SECONDARY ORIFICE
TRASH RACK
5'X5'X2' CONCRETE BALLAST PAD
(CONTRACTOR TO COORDINATE
CONNECTION OF OUTLET
CONTROL TO BALLAST PAD WITH
STRUCTURAL ENGINEER)SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130SW0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:41 PM LAST SAVED BY: ASCHILLINGER
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
1"=20'
0 2051020
1"=60'
SW0
C-405
PERMANENT
POND DETAILS
GENERAL NOTES:
1.BOTTOM OF POND AND BOTTOM OF FOREBAY
GRADES SHOWN IN PLAN VIEW DO NOT REFLECT
SEDIMENT STORAGE ELEVATIONS CONTOURS.
VARIESVARIES10'10'
5% MAX
20'
10%10%
3:1
3:1
6" THICK ABC
TYPICAL ROADWAY SECTION
12" MIN.SEPARATOR GEOTEXTILE
COMPACTED SUBGRADE
ANTI-SEEP COLLAR
NTS
18"
SECTION A-A
PLAN VIEW
12"
6"O-RING
24" RCP
A
TRENCH WIDTH
12"
6"O-RING RCPANTI-SEEP
COLLAR
A TRENCHDEPTHTRENCH
WIDTH
ANTI-SEEP COLLAR.
CLASS B CONCRETE OR
COMPACTED CLAY WITH
INFILTRATION RATE OF 0.01
INCHES PER HOUR OR LESS.
GRADE
O-RING RCPNOT TO SCALE
DRAWDOWN ASSEMBLY
6"
6"
SCREW TYPE PLUG
NOTES:
1.DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
PERMANENT POOL
PVC CAP WITH HOLE DRILLED PER WATER QUALITY
ORIFICE SIZE LISTED FOR WET POND
4" PVC PIPE AND TEE
NOT TO SCALE
SEDIMENT DEPTH MARKER
MIN. 6" PVC PIPE
18" MIN.PLUG TOP AT TOP OF RISER STRUCTURE
MIN. 1" THICK RED STRIPE AT 3' DEPTH MARKER
MIN. 1/2" THICK STRIPES AT 1' INTERVALS
BOTTOM OF FOREBAY
NOT TO SCALE
SECONDARY ORIFICE TRASH RACK
BOLT TRASH RACK TO OUTLET
CONTROL STRUCTURE WITH
HINGE SO CAGE CAN BE LIFTED
FOR MAINTENANCE
FRONT VIEW
MAX. 3"X3" OPENINGS
6" ORIFICE
LODLODLODLODLODLOD
LOD
LOD LOD
L
O
D
L
O
D
LODLO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLOD LOD
LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLOD
LO
D
LOD LODLOD
LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTbB2TbC2WAXHAW-INDIAN TRAIL ROAD3.50 AC
CN: 87
POST-D
0.96 AC
CN: 61
POST-B
0.24 AC
CN: 61
POST-C
14.86 AC
CN: 78
POST-A-1
0.11 AC
CN: 61
POST-A-2
0.23 AC
CN: 61
POST-A-3
0.38 AC
CN: 55
POST-F
STM
A20
STM
A21
STM
A22
STM
A19
STM
A28
STM
A23
STM
A18
STM
A15STM
A17
STM
A24
STM
A14
STM
A13
STM
A12
STM
A16
STM
A11
STM
A7
STM
A8
STM
A10
STM
A4
STM
A9
STM
A6
STM
A25
STM
A27
STM
A26
STM
B9
STM
B8
STM
A5
STM
B11
STM
B10
STM
B12
STM
B7
STM
B13
STM
B6
STM
A3
STM
B4
STM
B5
STM
A1
STM
A2
STM
B3
STM
B1
STM
B2
675680676677678679681682683684690695700686687 688 689 691692693694696697698699701702703680 685
685
677678679 681682683684
684
686
686
687
687
688
688
689680677678679681 6826836856
92
7
0
0 70270370470570670770870971065
5
660665670675680685690695669670671674674674655655
660
665
670
675
675
666
672 670 677
675
670
685686
698699
685 687688
687
691
SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130HP0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:50 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
1"=80'
40 20 80080
FOR PRE AND POST DEVELOPMENT MAPS
STANDARD SYMBOLS
TITLE SYMBOL
DRAINAGE DIVIDE
SUB-DRAINAGE AREA
0.10 AC.
C=0.80
A1
PROPOSED CONTOUR LINES
SURVEYED CONTOUR LINES
700
701
1"=80'
HP0
C-602
POST
DEVELOPMENT
DRAINAGE
PLAN
LODLODLODLODLODLOD
LOD
LOD LOD
L
O
D
L
O
D
LODLO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLOD LOD
LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLOD
LO
D
LOD LODLOD
LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTbB2TbC2WAXHAW-INDIAN TRAIL ROADB10
C=0.58
AREA=0.38 AC
STM
A20
STM
A21
STM
A22
STM
A19
STM
A28
STM
A23
STM
A18
STM
A15STM
A17
STM
A24
STM
A14
STM
A13
STM
A12
STM
A16
STM
A11
STM
A7
STM
A8
STM
A10
STM
A4
STM
A9
STM
A6
STM
A25
STM
A27
STM
A26
STM
B9
STM
B8
STM
A5
STM
B11
STM
B10
STM
B12
STM
B7
STM
B13
STM
B6
STM
A3
STM
B4
STM
B5
STM
A1
STM
A2
STM
B3
STM
B1
STM
B2
B8
C=0.5
AREA=0.02 AC
B9
C=0.5
AREA=0.02 AC
A25
C=0.38
AREA=0.46 AC
A10
C=0.37
AREA=1.01 AC
A11
C=0.37
AREA=0.71 AC
A12
C=0.37
AREA=0.64 AC
A13
C=0.30
AREA=0.86 AC
A14
C=0.33
AREA=1.41 AC
A15
C=0.35
AREA=1.34 AC
A28
C=0.35
AREA=0.48 AC
A20
C=0.5
AREA=0.01 AC
A21
C=0.5
AREA=0.01 AC
A22
C=0.87
AREA=0.34 AC
A19
C=0.7
AREA=0.12 AC
A23
C=0.87
AREA=0.34 AC
A24
C=0.87
AREA=0.32 AC
A7
C=0.87
AREA=0.30 AC
A27
C=0.87
AREA=0.62 AC
B11
C=0.87
AREA=0.51 AC
B12
C=0.87
AREA=0.37 AC
A26
C=0.87
AREA=0.28 AC
A9
C=0.87
AREA=0.18 AC
A8
C=0.87
AREA=0.25 AC
A16
C=0.87
AREA=0.18 AC
A17
C=0.87
AREA=0.35 AC
A18
C=0.87
AREA=0.12 AC
B13
C=0.87
AREA=0.32 AC
B6
C=0.87
AREA=0.35 AC
B4
C=0.87
AREA=0.08 AC
B5
C=0.7
AREA=0.05 AC
A23
C=0.48
AREA=1.86 AC
675680676677678679681682683684690695700686687 688 689 691692693694696697698699701702703680 685
685
677678679 681682683684
684
686
686
687
687
688
688
689680677678679681 6826836856
92
7
0
0 70270370470570670770870971065
5
660665670675680685690695669670671674674674655655
660
665
670
675
675
666
672 670 677
675
670
685686
698699
685 687688
687
691
SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130HP0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:50 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
1"=80'
40 20 80080
1"=80'
HP0
C-603
POST
DEVELOPMENT
DRAINAGE
PLAN
POST-DEVELOPMENT DRAINAGE MAP (INLETS ONLY)
TbB2TbC2WAXHAW-INDIAN TRAIL ROADLODLODLODLODLODLODLODLOD
LOD
LOD LOD LOD
L
O
D
L
O
D
L
O
D
LODLO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
L
O
D
LOD
LOD
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD
LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLOD
LO
D
LOD LOD LODLOD
LODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
6' VINYL FENCELODLODSFSFSF SFSFSFSFSFSFSFSF
SF SFSFSF
SF
SF
SF
SF
SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF
SSF SSF SSF SSF SSF
SSF
SSF
SSFSSFSSFSSF
TEMPORARY STOCKPILE TO COMPACT DURING
PLACEMENT. CLEAR ADDITIONAL AREA AS NEEDED
TO PLACE/COMPACT DIRT, EXPANDING SILT FENCE
TO CONTROL WORK AREA AS REQUIRED.
CONTRACTOR TO INSTALL
TREE PROTECTION FENCING PRIOR
TO INSTALLATION OF DITCH AND
CONSTRUCTION PHASE
CONTRACTOR TO INSTALL
TREE PROTECTION FENCING PRIOR
TO CONSTRUCTION PHASE
DRAINAGE AREA 1
AREA = 13.20 ACRES
RATIONAL C = 0.60
i = 7.54 IN/HR
DRAINAGE AREA TO DRAIN TO SKIMMER BASIN #1
THROUGH DIVERSION CHANNELS, THEN TO EXISTING
STREAM CHANNELS
PROP. 10'X10'
CONCRETE
WASH
NCDOT GRAVEL CONSTRUCTION
ENTRANCE (1607.01)
DRAINAGE AREA 2
AREA = 3.59 ACRES
RATIONAL C = 0.60
i = 7.54 IN/HR
DRAINAGE AREA TO DRAIN TO SKIMMER BASIN #2
THROUGH DIVERSION CHANNELS, THEN TO EXISTING
STREAM CHANNELS
DRAINAGE AREA 3
AREA = 0.55 ACRES
RATIONAL C = 0.60
i = 7.54 IN/HR
DRAINAGE AREA TO DRAIN TO SILT FENCING, THEN TO
EXISTING STREAM CHANNELS
PROP. DOUBLE ROW HIGH HAZARD SILT FENCE (SSF)
MAX. 5,000 SF DRAINAGE AREA PER
DIVERSION DITCH #1
ROCK CHECK DAMS SPACED PER NCDEQ STD
MIN. 2% LONGITUDINAL SLOPE
MAX. 2:1 SIDE SLOPES
CONTRACTOR TO FILL AS AREA IS BROUGHT
TO GRADE AND ROADWAY STORMWATER
SYSTEM IS STABILIZED
CONTRACTOR TO PROMOTE POSITIVE
DRAINAGE AWAY FROM MAIN POOL AND
INTO FOREBAY
TEMPORARY STOCKPILE TO COMPACT DURING
PLACEMENT. CLEAR ADDITIONAL AREA AS NEEDED
TO PLACE/COMPACT DIRT, EXPANDING SILT FENCE
TO CONTROL WORK AREA AS REQUIRED.
±4,000 SF POTENTIAL STONE
STABILIZED CONTRACTOR STAGING
AREA AND TRAILER
CONTRACTOR TO MOVE AS NECESSARY
PROP.
TEMPORARY
STOCKPILE
MAX. HEIGHT 20'
PROP.
TEMPORARY
STOCKPILE
MAX. HEIGHT 20'
DIVERSION DITCH #6
ROCK CHECK DAMS SPACED PER NCDEQ STD
MIN. 2% LONGITUDINAL SLOPE
MAX. 2:1 SIDE SLOPES
CONTRACTOR TO FILL AS AREA IS BROUGHT
TO GRADE AND ROADWAY STORMWATER
SYSTEM IS STABILIZED
DIVERSION DITCH #3
ROCK CHECK DAMS SPACED PER NCDEQ STD
MIN. 2% LONGITUDINAL SLOPE
MAX. 2:1 SIDE SLOPES
CONTRACTOR TO FILL AS AREA IS BROUGHT
TO GRADE AND ROADWAY STORMWATER
SYSTEM IS STABILIZED
PERMANENT SLOPE DRAIN #1
60LF 18"Ø RCP
INV IN = 675.8'
INV OUT = 671.0'
STM
A5
STM
A4
STM
A3
STM
A2
STM
A1
STM
B2
STM
B1
19LF 18" TEMPORARY FLEXIBLE PIPE
TO BE CONNECTED TO PERMANENT MH TO
CONVEY DRAINAGE TO POND
CONTRACTOR TO INSTALL PERMANENT
STRUCTURES A3-A5 AND ASSOCIATED PIPE
WHILE CONSTRUCTING DITCHES/SKIMMER BASIN
BUILDING ENVELOPE (TYP.)
SEDIMENT BASIN W/
SKIMMER #2
SEDIMENT BASIN W/
SKIMMER #1
DIVERSION DITCH #2
DIVERSION DITCH #3
DIVERSION DITCH #4
DIVERSION DITCH #5
STM
A29
STM
A30
SSFSSFSSFSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130OP0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:52 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
1"=60'
0 60153060
·ALL DEMOLITION AND ONSITE HAULING TO BE AN APPROVED
LOCATION.
·IN THE EVENT THAT ONE SEDIMENT BASIN IS COMPLETE PRIOR
TO THE OTHER, THE CONTRACTOR MAY PROGRESS TO PHASE 2
SEQUENCE AND FULL DISTURBANCE ACTIVITIES WITHIN AREA
DRAINING TO EACH SEDIMENT BASIN ONCE THAT SEDIMENT
BASINS PERIMETER CONTROLS ARE SIGNED OFF ON BY
INSPECTOR
·TOTAL ON-SITE DISTURBANCE AREA = 14 ACRES
·TOTAL OFF-SITE DISTURBANCE AREA = X ACRES
·CONTRACTOR TO ENSURE ALL DRAINAGE ON-SITE TO DRAIN
AWAY FROM ADJACENT PROPERTIES THROUGH EXISTING AND
PROPOSED DITCHES.
·OFF-SITE CONSTRUCTION CONSISTS OF ROADWAY EXPANSION,
AND EXISTING ROADWAY ASPHALT OVERLAY.
NOTES
SEQUENCE OF CONSTRUCTION - PHASE I
1.EROSION CONTROL PLAN IS APPROVED BY THE NCDEQ EROSION CONTROL PROGRAM.
2.CONTRACTOR MUST NOTIFY THE NCDEQ SEDIMENT CONTROL INSPECTOR 48 HOURS PRIOR TO THE START OF EARTH
DISTURBANCE.
3.THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO INSTALLATION OF SEDIMENT CONTROL MEASURES, DEMOLITION
OR OTHER LAND DISTURBING ACTIVITIES.
4.PRIOR TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES, OR GRADING, A PRE-CONSTRUCTION MEETING MUST
BE CONDUCTED ON-SITE WITH THE EROSION SEDIMENT CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. (48
HOURS MINIMUM NOTICE)
5.BUILDINGS ON SITE TO BE DEMOLISHED PRIOR TO THE INSTALLATION AND TEMPORARY GRADING FOR DIVERSION DITCH
CONNECTING INTO SKIMMER BASIN #1 AND #2.
6.EXISTING GRAVEL ROAD CONNECTING FROM WAXHAW-INDIAN TRAIL ROAD TO ADJACENT PROPERTY OWNER TO REMAIN IN USE
UNTIL PROPOSED SITE ROADS ARE CONSTRUCTED. SEE PHASE II FOR ADDITIONAL ADJACENT PROPERTY SEQUENCING.
7.INSTALL SEDIMENT AND EROSION CONTROL MEASURES, INCLUDING PERIMETER SILT FENCE, SKIMMER BASINS, DIVERSION DITCHES
AND STABILIZED CONSTRUCTION ENTRANCE/EXIT. PRIOR TO BRINGING SKIMMER BASINS ONLINE, CONTRACTOR TO INSTALL PIPES
TO ENSURE PROPER DRAINAGE TO EXISTING OFFSITE STORMWATER NETWORK.
PERIMETER CONTROLS SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL
SEDIMENTATION ON THIS SITE BY CONTRACTOR. PERIMETER CONTROLS ARE TO REMAIN FUNCTIONING FOR THE DURATION OF
THE PROJECT. THE MONITORING AND INSPECTING OF EROSION CONTROL MEASURES SHOULD FOLLOW THE GUIDELINES OF THE
NPDES PERMIT (GENERAL PERMIT NCG 010000).
8.TEMPORARY SKIMMER BASINS TO BE CONVERTED TO WET PONDS IN PHASE II.
9.CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF INSTALLATION OF PERIMETER EROSION AND SEDIMENT
CONTROLS PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING.
10.UPON APPROVAL FROM SEDIMENT CONTROL INSPECTOR, COMPLETE DEMOLITION OF ANY SITE FEATURES (PAVEMENT, CURB,
ETC.), CLEARING AND GRUBBING, AND STRIP SITE OF TOP SOIL.
ALL DEMOLISHED MATERIAL IS TO BE DISPOSED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA REGULATIONS.
CONTRACTOR TO ENSURE ALL APPLICABLE DEMOLITION PERMITS HAVE BEEN ISSUED AND HAVE ORIGINALS OF THE SAME PRIOR
TO COMMENCING DEMOLITION ACTIVITIES.
11.CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF STRIPPING, THE STOCKPILING OF TOPSOIL, THE CONSTRUCTION
OF TEMPORARY SEDIMENT AND EROSION CONTROL FACILITIES, DISPOSAL OF ALL WASTE MATERIAL, AND PREPARATION OF THE
GROUND.
EROSION AND SEDIMENT
CONTROL PLAN NARRATIVE:
THE SITE WILL BE DEVELOPED IN TWO PHASES. THE PHASING IS BASED ON
DEMOLITION OF THE EXISTING SITE FEATURES AND THE CONSTRUCTION OF THE
PROPOSED BUILDING AND SITE FEATURES. THE IMPROVEMENTS INCLUDE THE
CONSTRUCTION OF EXISTING UTILITIES AND LANDSCAPED AREAS.
THE DEVELOPMENT IS LOCATED ON A VACANT LOT WITH MAJORITY EXISTING
PERVIOUS CONDITIONS INCLUDING FIELDS AND WOODED AREAS. THEREFORE, THE
SITE IS NOT EXEMPT FROM STORMWATER MANAGEMENT PRACTICES AND WILL NEED
TO OBTAIN APPROPRIATE PERMITS FROM THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY.
SILT, SAFETY AND TREE PROTECTION FENCING ARE PROPOSED AROUND THE
PERIMETER OF THE PROPERTY TO PROTECT LOCAL RESOURCES AND TO RETAIN
SEDIMENT FROM EXITING THE SITE. FENCING IS TO BE REGULARLY INSPECTED FOR
DEFICIENCIES AND REQUIRED MAINTENANCE. THE ENTRANCE TO THE
CONSTRUCTION SITE WILL INCLUDE THE INSTALLATION OF A STABILIZED
CONSTRUCTION ENTRANCES TO REMOVE DEBRIS FROM TRAFFIC ENTERING AND
LEAVING THE EXISTING SITE. OFFSITE BORROW SOIL MUST BE APPROVED BY
GEOTECHNICAL ENGINEER.
TEMPORARY SEDIMENT SKIMMER BASINS WILL BE UTILIZED DURING THE TWO
PHASES IN ORDER TO PREVENT UNNECESSARY OFFSITE SEDIMENTATION. DIVERSION
DITCHES AND CHECK DAMS ARE TO BE USED THROUGHOUT THE SITE TO DIVERT
NATURAL FLOW PATTERS TO THE SKIMMER BASIN.
THERE ARE NO FEDERAL NOR STATE NATURAL RESOURCES PRESENT ON THE SITE.
THERE ARE ALSO NO HIGHLY ERODIBLE SOILS. ON-SITE DRAINAGE WILL DISCHARGE
INTO THE FLOODPLAIN.
NOTE TO GENERAL CONTRACTOR:
PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND
MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD, TO
BE PROTECTED (SUCH AS NATURAL BUFFERS, TREES, HABITATS
OF ENDANGERED/ THREATENED SPECIES, HISTORIC PROPERTIES,
ETC.).
CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY PER
CONTRACT.
WETLAND/STREAM NOTE:
WETLANDS ARE NOT PRESENT, AND NO DISTURBANCE IS
PROPOSED.
TEMPORARY SEEDING:
THE CONTRACTOR SHALL APPLY TEMPORARY SEEDING AS
NEEDED/REQUIRED THROUGHOUT CONSTRUCTION WHENEVER
DISTURBED AREA IS TO REMAIN FOR 7 OR MORE DAYS.
OFF-SITE BORROW AND WASTE:
ANY OFF-SITE BORROW OR WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL
PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A
LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR
GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF
AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT, OR PER DIVISION OF SOLID WASTE MANAGEMENT
OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS.
THE POTENTIAL TREE SAVE AREA MARKED SHALL BE STAKED/FLAGGED IN THE FIELD
PRIOR TO CONSTRUCTION START, AT THE SAME TIME AS SILT FENCE INSTALLATION.
PRIOR TO CLEARING THIS AREA, A WALK SHALL OCCUR BETWEEN THE DEVELOPER, GC,
AND TOWN REPRESENTATIVE TO DETERMINE WHAT TREES MAY BE ABLE TO BE SAVED.
CLEARING IN THIS AREA SHALL NOT OCCUR UNTIL AFTER WALK HAS OCCURRED, THE
AGREED UPON TREES TO SAVE HAVE BEEN FLAGGED, AND THE APPROPRIATE TREE
SAVE FENCING INSTALLED. TREES THAT ARE SAVED IN THIS AREA ARE NOT PART OF
THE REQUIRED TREE RETENTION CANOPY. NO TREES SHALL BE REQUIRED TO BE
SAVED SHALL BE DISEASED, DEEMED TO BE A THREAT TO NEARBY FUTURE HOUSES,
OR REQUIRE UNREASONABLE CHANGES TO THE GRADING PLAN.
REFERENCES
PREMILINARY DETERMINATION:
U.S. ARMY CORPS OF ENGINEERS - WILMINGTON DISTRICT
"NOTIFICATION OF JURISDICTIONAL DETERMINATION"
ACTION ID: SAW-2017-02248
DATE: 7/12/17
REV. DATE: 11/17/2017
1"=60'
OP0
C-701
EROSION
CONTROL PLAN
PHASE I
SEE SHEET C-702
SEE SHEET C-702
SILT FENCE
(MCLDSM STD 30.06A)
DRAINAGE DIVIDE
BAFFLES (CLDSM STD 30.19)
E & SC LEGEND
TITLE SYMBOL
LIMITS OF DISTURBANCE LOD
PROPOSED DITCH W/ CHECK DAM
(MCLDSM STD 30.05 & 30.10A)
SF
TREE PROTECTION FENCE
(CLDSM STD 40.02)TPF
CATCH BASIN INLET PROTECTION
(CLDSM STD 30.15)
STABILIZED STONE CONSTRUCTION
ENTRANCE WITH TIRE WASH
(CLDSM STD 30.11A & 30.11B)
GRAVEL AND RIP RAP FILTER
BERM BASIN (CLDSM STD 30.12)
SILT FENCE (CLDSM STD 30.06A)
DOUBLE ROW OF HIGH HAZARD
SILT FENCE (CLDSM STD 30.06B)
SF SF SF
SSF SSF SSF
BLOCK AND GRAVEL STONE INLET
PROTECTION (CLDSM STD 30.07)
SKIMMER (CLDSM 30.02B)
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROP. TEMPORARY BAFFLES
(SEE EROSION PLAN DETAILS)
PROP. 5'X5' RISER STRUCTURE WITH 5' TRASH RACK
CREST ELEV. = 657.70'
SURFACE AREA AT SPILLWAY = 13,621SF
TEMPORARY 1.5" SKIMMER W/ 1.75" ORIFICE.
CONTRACTOR TO INSTALL WET POND ASSOCIATED PIPES
AND STRUCTURES WITH SKIMMER BASIN
CONTRACTOR TO
PROVIDE SILT FENCE
OUTLETS AT LOW POINTS
TO ALLOW BASIN
OUTFLOW TO BYPASS
SLOPE DRAIN #2
33LF 15"Ø FLEXIBLE PIPE
INV IN = 662.0'
INV OUT = 654.0'
TEMPORARY SKIMMER
SEDIMENT BASIN TO BE
CONVERTED TO WET POND
BEFORE ANY PAVING
OPERATIONS ARE
CONDUCTED
SEDIMENT BASIN W/ SKIMMER #2
SEE CALCULATION TABLE SAME SHEET
BERM ELEV: 659.00'
BOTTOM ELEV: 643.00' (MAIN POOL)
647.00' (FOREBAY)
POND TO RECEIVE 7 DAY
GROUND STABILIZATION,
EROSION CONTROL FABRIC
ON SLOPES, AND TEMPORARY
SEEDING AS REQUIRED
RRB
CLASS A - 6" THICK STONE
PROP.
FAIRCLOTH
SKIMMER
INVERT: 653.0'
RIP RAP & WASHED STONE
FILTER BERM
CONTRACTOR TO INSTALL POND
OUTFLOW PIPE AND STRUCTURES
TO FINAL ELEVATIONS DURING
PHASE I (SEE GRADING SHEETS
FOR MORE INFORMATION)
STM
B2
STM
B1
LODLODLODLODLO
D
LO
D
LO
D
LO
D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF
SF
SF
SSFSSFSSFRRA
CLASS A - 6" THICK STONE
PROP. 5'X5' RISER STRUCTURE WITH 5' TRASH RACK
CREST ELEV. = 671.72'
SURFACE AREA AT SPILLWAY = 33,349SF
TEMPORARY 2.5" SKIMMER W/ 3" ORIFICE.
CONTRACTOR TO INSTALL WET POND ASSOCIATED PIPES
AND STRUCTURES WITH SKIMMER BASIN
PROP.
FAIRCLOTH
SKIMMER
INVERT: 668.0'
SEDIMENT BASIN W/ SKIMMER #1
SEE CALCULATION TABLE SAME SHEET
BERM ELEV: 675.00'
BOTTOM ELEV: 650.00' (MAIN POOL)
659.00' (FOREBAY)
PROP. TEMPORARY BAFFLES
(SEE EROSION PLAN DETAILS)
PERMANENT SLOPE DRAIN #1
60LF 18"Ø RCP
INV IN = 675.8'
INV OUT = 671.0'
BLOCK AND GRAVEL
INLET PROTECTION
CONTRACTOR TO INSTALL POND
OUTFLOW PIPE AND STRUCTURES
TO FINAL ELEVATIONS DURING
PHASE I (SEE GRADING SHEETS
FOR MORE INFORMATION)
STM
A4
STM
A3
STM
A2
STM
A1
STM
A29
SSFSSFSSFSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130OP0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:52 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
1"=20'
0 2051020
1"=20'
OP0
C-702
EROSION
CONTROL PLAN
PHASE I
SKIMMER BASIN #1 INSET SKIMMER BASIN #2 INSET
S
S
S
S
S
S
SSSS S S S S S S
S SSSSSS
S S
S
S
S
SSSS
S
S S S S S S STbB2TbC2 WAXHAW-INDIAN TRAIL ROADW W W W W W W W W W W W
W W
W
W WWWWWW
W
W W
W
W
W
W
WWWWWWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLLODLODLODLODLODLODLODLOD
LOD
LOD LOD LOD
L
O
D
L
O
D
L
O
D
LODLO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
L
O
D
LOD
LOD
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD
LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLOD
LO
D
LOD LOD LODLOD
LODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
6' VINYL FENCELODLODSFSFSF SFSFSFSFSFSFSFSF
SF SFSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSF
SF
SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF
SSF SSF SSF SSF SSF
SSF
SSF
SSFSSFSSFSSF
SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SFSFSFSFSFSFSF
SF
SF SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF SFSFSFSFSFSFSF
SF SF
SF
SF
SF
SF
SF
SFPROP. 10'X10'
CONCRETE
WASH
NCDOT GRAVEL CONSTRUCTION
ENTRANCE (1607.01)
±4,000 SF POTENTIAL STONE
STABILIZED CONTRACTOR STAGING
AREA AND TRAILER
CONTRACTOR TO MOVE AS NECESSARY
CATCH BASIN INLET
PROTECTION(TYP.)
BLOCK AND
GRAVEL INLET
PROTECTION(TYP.)
PERMANENT SLOPE DRAIN #1
60LF 18"Ø RCP
INV IN = 675.8'
INV OUT = 671.0'
SILT FENCING ALONG
BACK OF CURB
RRC
CLASS I - 15" THICK
STONE
RRD
CLASS I - 15" THICK
STONE
RRE
CLASS I - 15" THICK
STONE
675680676677678679681682683684690695700686 687 688 689 691692693694696697698699701702703670 675
680666 667668 669 671 672 673 674 676 677678 679681682680 685
685
690
677 678 679 681 682 683 684
684
686
686
687
687
688689680677678679681 682683685692
7
0
0
7
0
1 70270370470570670770870971065
5
660665670675680685690674674674655655
660
665
670
675
675
38'
W W W
S S S SSLWSFSFSFSFSFSFSFSFSFSFSFSFSFSF
CONTRACTOR TO ENSURE
POSITIVE DRAINAGE
AWAY FROM BUILDING
PAD THRU SWALES
CD CD
LOCATION OF CHECK
DAM TO BE DETERMINED
BY CONTRACTOR
HP SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130OP0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:52 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
1"=60'
0 60153060
NOTES:
1.SEE LANDSCAPE PLAN FOR PERMANENT SODDING
AND MULCHING. ONCE AREA IS BROUGHT TO GRADE,
AREA IS TO BE STABILIZED WITHIN 7 DAYS. FOR ANY
UNSTABLIZED AREA THAT WILL NOT BE DISTURBED
WITHIN 14 DAYS, AREA IS TO BE SEEDED WITHIN 7
DAYS OF DISTURBANCE.
2.PERMANENT GROUNDCOVER WILL BE PROVIDED
FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR NO MORE THAN 90 CALENDAR DAYS
(WHICHEVER IS SHORTER).
3.SEE WET POND DETAIL SHEET FOR POND NOTES.
SEQUENCE OF CONSTRUCTION - PHASE II
1.CONTACT SEDIMENT CONTROL INSPECTOR FOR APPROVAL TO PROCEED.
2.TEMPORARILY STABILIZE GRADED AREAS (NON-STEEP SLOPES) AS REQUIRED.
6.CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING
TOPSOIL, PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS.
3.COMPLETE THE INSTALLATION OF STORMWATER SYSTEM, TEMPORARY SKIMMER BASIN, SITE UTILITIES AND
ROADWAY GRADING.
9.INSTALL CURB ALONG THE PERIMETER OF THE SITE TO AID IN THE PROTECTION OF THE EXISTING ADJACENT
PROPERTIES AND THE ADJACENT ROADWAYS.
10.CONTRACTOR TO PROVIDE OVERLAND DRAINAGE TOWARD SEDIMENT BASIN UNTIL STORM PIPES COMPLETELY
INSTALLED, THEN DIVERT TO INLETS.
11.CONTRACTOR IS TO KEEP EXISTING ROADWAY EXTENSION FOR ADJACENT PROPERTY OPEN UNTIL ALL PROPOSED
SITE ROADS ARE FULLY CONSTRUCTED AND STABILIZED. ONCE SITE ROAD GRADING IS COMPLETE, BEGIN
CONSTRUCTION/GRADING OF PROPOSED ROAD EXTENSION TO ADJACENT PROPERTY AS SHOWN IN PLANS. ONCE
COMPLETE, CONTRACTOR CAN THEN REMOVE EXISTING ROAD EXTENSION TO ADJACENT PROPERTY AND GRADE
SKIMMER BASIN #1 TO FULL BUILD OUT AS SHOWN IN PHASE II.
12.AFTER TEMPORARY STABILIZATION OF THE SITE, CONVERT SKIMMER BASINS TO STORMWATER PONDS.
13.CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING
TOPSOIL, PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS.
14.KEEP INLET PROTECTION BLOCKED WITH STONE UNTIL STORMWATER SYSTEM IS COMPLETELY INSTALLED.
15.FINE GRADE AND INITIATE FINAL PAVING. PERMANENTLY STABILIZE ANY REMAINING AREAS IN ACCORDANCE WITH
THE PERMANENT SODDING SCHEDULE AND NOTES. INSTALL FINAL SITE LANDSCAPING.
16.REQUEST FINAL APPROVAL FROM THE SEDIMENT CONTROL INSPECTOR PRIOR TO REMOVING ANY REMAINING
SEDIMENT CONTROL MEASURES AND UPON COMPLETION OF FINAL GRADING, PERMANENT DRAINAGE, AND
EROSION CONTROL FACILITIES, INCLUDING ESTABLISHED GROUND COVERS AND PLANTING, AND ALL OTHER WORK
OF THE BUILDING PERMITS.
STABILIZATION LEGENDSWPPP UPDATES AND AMENDMENTS
THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE
MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND
GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO
TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP
INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G.,
PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING,
GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION.
IMPORTANT:
THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI)
TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE
FOLLOWING:
1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE
TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE
OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK)
2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS;
3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE
SWPPP.
THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC
APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE
OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON
AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR
SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE
CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE
PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.

AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS
ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR
REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED,
DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND
ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED
BY THE CEC OF RECORD FOR THE PROJECT.
REFERENCES
PREMILINARY DETERMINATION:
U.S. ARMY CORPS OF ENGINEERS - WILMINGTON DISTRICT
"NOTIFICATION OF JURISDICTIONAL DETERMINATION"
ACTION ID: SAW-2017-02248
DATE: 7/12/17
REV. DATE: 11/27/2017
AS NOTED
OP0
C-703
EROSION
CONTROL PLAN
PHASE II
TYPICAL LOT EROSION CONTROL - INSERT
1"=30'
0 307.51530
SILT FENCE
(MCLDSM STD 30.06A)
DRAINAGE DIVIDE
BAFFLES (CLDSM STD 30.19)
E & SC LEGEND
TITLE SYMBOL
LIMITS OF DISTURBANCE LOD
PROPOSED DITCH W/ CHECK DAM
(MCLDSM STD 30.05 & 30.10A)
SF
TREE PROTECTION FENCE
(CLDSM STD 40.02)TPF
CATCH BASIN INLET PROTECTION
(CLDSM STD 30.15)
STABILIZED STONE CONSTRUCTION
ENTRANCE WITH TIRE WASH
(CLDSM STD 30.11A & 30.11B)
GRAVEL AND RIP RAP FILTER
BERM BASIN (CLDSM STD 30.12)
SILT FENCE (CLDSM STD 30.06A)
DOUBLE ROW OF HIGH HAZARD
SILT FENCE (CLDSM STD 30.06B)
SF SF SF
SSF SSF SSF
BLOCK AND GRAVEL STONE INLET
PROTECTION (CLDSM STD 30.07)
SKIMMER (CLDSM 30.02B)
SOURCE BOX TEMPORARY BAFFLE SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130SD0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:53 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
NTS
SD0
C-506
EROSION
CONTROL
DETAILS
FRONT VIEW
PERSPECTIVE VIEW
SOURCE BOX FAIRCLOTH SKIMMER
BASIN BOTTOM
ELEVATION (BE)
ARM
SAl
SKIMMER
FLEXIBLE
HOSE
Z1
1
TOP OF
EMBANKMENT
ELEVATION (ETE)
Z2
1
TEMP. STUB
BARREL
OUTLET
(BOE)
BASIN
NO.
Z2
(FT)
TOP E.
WEIR
ELEV. TEW
(FT)
TOP ELEV
ETE
(FT)
Z1
(FT)
EMBANKMENT CLEAN
OUT
ELEV
COE
(FT)
BOTTOM
ELEV
BE
(FT)
NOTES:
1.SEE AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR
SIDESLOPES.
2.INSTALL A MINIMUM OF 3 COIR FIVER BAFFLES IN ACCORDANCE WITH PRACTICE
STANDARD 6.65.
3.INSTALL SKIMMER AND COUPLING DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF
BASIN.
4.THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND
COUPLING.
1 3 3 673.60 675.00 650.00
TOP OF
EMERGENCY
WEIR (TEW)
668.00
EMBANKMENT SHOULD BE
MACHINE COMPACTED AND
STABILIZATION MATTING
PLACED ON SLOPES.
SOURCE BOX
DIA
Dr
(IN)
MAT'L
SKIMMER
ORIFICE
DIA
(IN)
2.5 3.0 PVC
BASIN
NO.
1
SKIMMER BASIN
TEMPORARY STOCKPILE
SOURCE BOX
SP
SOURCE BOX TEMPORARY SEEDING SPECIFICATIONSTS
LONGEVITY
APPLICATIONS
DESIGN
PERMISSIBLE
SHEAR STRESS
lbs/ft² (Pa)
TOP NET
CENTER NET
FIBER MATRIX
BOTTOM NET
THREAD
24 MO.
MEDIUM FLOW CHANNELS
2:1-1:1 SLOPES
UNVEGETATED
2.00(96)
DESIGN
PERMISSIBLE
VELOCITY
ft/s (m/s)
UNVEGETATED
8.00(2.44)
HEAVYWEIGHT UV-STABILIZED
POLYPROPYLENE
2.9 lbs/1000 ft²
(1.47 kg/100 m²)
APPROX WT
N/A
STRAW/COCONUT MATRIX
70% STRAW
0.35 lbs/yd²
(0.19 kg/100 m²)
30% Coconut
0.15 lbs/yd²
(0.08 kg/m²)
LIGHTWEIGHT PHOTODEGRADABLE
POLYPROPYLENE
1.50 lbs/1000 ft²
(0.73 kg/100 m²)
APPROX WT
DEGRADABLE
TENSAR - NORTH AMERICAN GREEN
SC150
SOURCE BOX
EROSION CONTROL FABRICECF
CONSTRUCTION EXIT
N.T.S.INTE
R
S
E
C
TI
N
G
R
O
A
D
HAR
D
S
U
R
F
A
C
E
10' MINI
M
U
M
BA AWASHOUT
AREA
MIN.
12"
SECTION B-B
PLAN VIEW
EXISTING ASPHALT
SEE SITE MAP FOR LOCATION.
1
2 (MAX.)
1
2 (MAX.)
12"
WASHOUT
AREA
SLOPE TO DRAI
N
B
CE
NOTE TO GC: THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH AREAS IS
TO ELIMINATE TRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH DESIGNATED OR
CONTINUAL STREET SWEEPING IS NOT AN ACCEPTABLE PRACTICE. WHILE STREET SWEEPING
IS AN ACCEPTABLE PRACTICE FOR REMOVING DUST AND MINIMAL AMOUNTS OF FINE SEDIMENT,
OBSERVABLE TRACK OUT FROM THE PROJECT SHOULD TRIGGER THE USE OF ADDITIONAL
MEASURES (WHEEL WASH), CONSIDERATION OF ALTERNATE EXITS, OR DISCONTINUING
VEHICLE TRAFFIC UNTIL CONDITIONS ON-SITE HAVE IMPROVED. TRACK OUT IS A SEDIMENT
RELEASE. ALL SEDIMENT RELEASES MUST BE REPORTED TO THE SWCT VIA THE ONLINE
CRITICAL INCIDENT REPORT.
CONSTRUCTION EXITCE
SOURCE BOX
LAST REVISED:
FEBRUARY 2017
STANDARD
DETAIL
SOURCE BOX
LAST REVISED:
FEBRUARY 2017
STANDARD
DETAIL
B
L
A
2
:
1
L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION
1.5' MIN.
FILTER CLOTH
CLASS B EROSION
CONTROL STONE
#57 WASHED STONE
4' TO 6'
9" MIN.
PROFILE VIEW
CROSS SECTION
PLAN VIEW
NOTES:
1. CHECK DAM MAY BE USED IN SLOPING DITCHES OR
CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME
ELEVATIONS AS THE DOWNSTREAM DAM.
MAINTENANCE NOTES:
1.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY
AND AFTER EACH MAJOR RAINFALL EVENT AND REPAIR
IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
OTHER DEBRIS THAT COULD CLOG CHANNEL WHEN
NEEDED.
2.ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE
CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY.
3.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW CHANNEL TO DRAIN THROUGH CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD STONES AS NEEDED TO MAINTAIN DESIGN
HEIGHT AND CROSS SECTION.
SOURCE BOX ROCK CHECK DAMCD
2831 Cardwell Road
Richmond, VA 23234
WWW.ACFENVIRONMENTAL.COM
SIZE 36" X 24" X 18"
L
W
D
SILT SACK
IP2
SOURCE BOX
MAINTENANCE NOTES:
1.SILT SACK SHOULD BE INSPECTED
AFTER EVERY MAJOR RAIN EVENT.
2.IF NO MAJOR RAIN EVENTS, SILT
SACK SHOULD BE INSPECTED EVERY
2 WEEKS.
3.YELLOW RESTRAINT CORD SHOULD
BE VISIBLE AT ALL TIMES. IF CORD IS
COVERED WITH SEDIMENT, SILT
SACK SHOULD BE EMPTIED.
SB
2 3 3 657.70 659.00 643.00653.00
1.5 1.75 PVC2
SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130SD0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:53 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
NTS
SD0
C-506
EROSION
CONTROL
DETAILS
45°
TYPE III BARRICADE - FRONT VIEW5'-0" MIN.NOTES:
4'-0"12" MAX.9" MIN. TO11"11"11"TRAFFIC BARRICADES
SOURCE BOX
BA
SEDIMENT
2' MAX.
1' MIN.
DEWATERING
2:1 SLOPE, GRAVEL FILTER
DEWATERING
CONCRETE BLOCK
16"
1. LAY ONE BLOCK ON EACH SIDE OF THE
STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO
ALLOW POOL DRAINAGE. THE FOUNDATION
SHOULD BE EXCAVATED AT LEAST 2 INCHES
BELOW THE CREST OF THE STORM DRAIN. PLACE
THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE
OF THE STORM DRAIN FOR LATERAL SUPPORT AND
TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD
STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR
COMPARABLE WIRE MESH WITH 1/2-INCH
OPENINGS OVER ALL BLOCK OPENINGS TO HOLD
GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
TEMPORARY SEDIMENT POOL
CONSTRUCTION SPECIFICATIONS
4. KEEP THE DRAINAGE AREA NO GREATER THAN 1
ACRE.
5. SHALL BE ACCORDANCE WITH THE NCDEQ
"EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL" STANDARD # 6.52.
BLOCK AND AGGREGATE INLET PROTECTIONSOURCE BOX
MAINTENANCE NOTES:
1.INSPECT BARRIER AT LEAST WEEKLY AND
AFTER EVERY MAJOR RAIN EVENT AND MAKE
REPAIRS AS NEEDED.
2.REMOVE SEDIMENT AS NECESSARY TO
PROVIDE ADEQUATE STORAGE.
3.WHEN CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED, REMOVE ALL MATERIALS
AND UNSTABLE SOIL. BRING DISTURBED AREA
TO PROPER GRADE. STABILIZE ALL BARE
AREAS AROUND INLET.
WIRE SCREEN
IP1
SOURCE BOX
ELEVATION
A-A-SECTION
1.MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST
EDITION.
2.INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE CONTOUR WITH
THE ENDS CURVED UPHILL TO PROVIDE SUFFICIENT UPSTREAM STORAGE
VOLUME FOR THE ANTICIPATED RUNOFF.
3.ATTACH THE GEOTEXTILE OR FABRIC TO THE WOVEN OR WELDED WIRE
FENCE WITH THREE WIRE TIES OR OTHER FASTENERS (HORIZONTALLY
SPACED EVERY 30"), ALL SPACED WITHIN THE TOP 8" OF THE FABRIC.
ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH
EACH PUNCTURE AT LEAST 1" VERTICALLY APART. AT EACH POST, ATTACH
THE GEOTEXTILE OR FABRIC AND THE WOVEN OR WELDED WIRE FENCE TO
THE POST AS PREVIOUSLY STATED. IN ADDITION, EACH TIE PLACED ON A
POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
4.WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN EACH OTHER, THEY
SHALL BE OVERLAPPED A MINIMUM OF 60" ACROSS TWO POSTS, AS
SHOWN.
5.ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC
SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE PER DETAIL, "SILT
FENCE INSTALLATION (SLICING METHOD)".
6.WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND
SECURE WITH 3 TIES.
7.COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH
THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING
AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDE FIRST.
COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS.
8.ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE
AGENCY REQUIREMENTS.
A-A-SECTION(FOR SLOPES LESS THAN 3:1)
(FOR SLOPES 3:1 AND GREATER)
SPECIFICATIONS FOR SILT FENCE INSTALLATION
TABLE 1 Temporary Silt Fence Material Property Requirements
INSIDE CORNER - PLAN VIEW
MAINTENANCE NOTES
1.SILT FENCES SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE
CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT
OF THE SILT FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED
REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING
ON-THIRD THE HEIGHT OF THE SILT FENCE.
2.ALL MATERIAL EXCAVATED FROM BEHIND SILT FENCE SHALL BE STOCKPILED
ON AN UPLAND PORTION OF THE SITE IF SUITABLE FOR REUSE.
3.SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF
SILT FENCE HAS OCCURRED AND THAT NO BYPASS IS OCCURRING AT JOINING
SECTIONS.
4.IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF SILT FENCE, THE
CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION
MEASURES OR ADDITIONAL BMPS (PENDING CEC APPROVAL) TO PREVENT
EXCESSIVE BUILDUP ON SILT FENCE.
5.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF
DAMAGED.
SEDIMENTATION/SILT FENCE
WITH WIRE BACKINGSF
3.
4.
1.
6.
7.
5.
2.
8.
SOURCE BOX
MAINTENANCE NOTES:
1.INSPECT AT LEAST WEEKLY AND AFTER EACH MAJOR RAINFALL EVENT. REPAIR IMMEDIATELY.
2.GOOD CONTACT WITH GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH BLANKET.
3.ANY AREAS THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH GROUND SHALL BE REPAIRED AND STAPLED.
4.IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND PROTECTED.
5.MONITOR AND REPAIR AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
EROSION CONTROL FABRIC
IN DITCHESECF
SOURCE BOX
TYPICAL PARABOLIC DIVERSION
TYPICAL TRAPEZOIDAL DIVERSION
TYPICAL VEE-SHAPED DIVERSION
DIVERSION CHANNEL WITH
EROSION CONTROL FABRIC
DC
ECF
SOURCE BOX
GEOTEXTILE
PLAN VIEW
SECTION Y-Y
SECTION Z-Z
<0% SLOPE>
d
<0% SLOPE>
L
D
L
W
Y Y
D
*SEE GRADING PLAN FOR OUTLET INFORMATION*
OUTLET
NO.
PIPE
DIA
Pd
(IN)
SIZE
(d50)
THICK.
d
(IN)
LENGTH
L
(FT)
INITIAL
WIDTH
Wi
(FT)
TERMINAL
WIDTH
W
(FT)
RIP RAP APRON
RRA 4 6 4 3 7.612
Wi
RIPRAP APRON
FLARED END SECTION
GEOTEXTILE
RRB 4 6 5 3.8 9.515
RRC 10 15 12 4.5 18.418
RRD 10 15 24 9 36.736
RRE 10 15 12 4.5 18.418
RR
2. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT SITE, A BARRIER MUST BE
ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES SUFFICENT TO PUT ON NOTICE
ALL CONSTRUCTION PERSONELL THAT ANY DISTURBANCE OF THE AREA WITHIN THE
DRIPLINE OF SUCH TREES IS PROHIBITED. REQUIRED TREE BARRIERS MUST BE SHOWN
ON CONSTRUCTION PLANS
SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130SD0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:53 PM LAST SAVED BY: RBRELAND
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
NTS
SD0
C-506
EROSION
CONTROL
DETAILS8"4"8"4"
LOD
LODLODLO
D
LO
D
LO
D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD45 LC
45 AI
45 CG
47 CG
45 CG
45 CG
55 CG
45 CG
70 CG
60 AI
45 AI
70 AI
45 AI
45 AI
50 AI
45 LC
82 LC
45 LC45 LC
45 LC
DAM STRUCTURE/EMBANKMENT
INCLUDING FRONT AND BACK SLOPES
SHALL BE VEGETATED WITH NON-CLUMPING
TURF GRASS. TREES AND WOODY SHRUBS
SHALL NOT BE ALLOWED
(NCDEQ WET POND MDC 11)LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLOD
LOD45 AI
DAM STRUCTURE/EMBANKMENT
INCLUDING FRONT AND BACK SLOPES
SHALL BE VEGETATED WITH NON-CLUMPING
TURF GRASS. TREES AND WOODY SHRUBS
SHALL NOT BE ALLOWED
(NCDEQ WET POND MDC 11)
45 CG
25 LC
45 LC
60 LC
45 LC
45 AI
45 AI
45 AI30 CG
45 CG
30 CG
SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130LP0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:54 PM LAST SAVED BY: TZOOK
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
1"=60'
0 60153060
LP0
L-3
WET POND
PLANTING
PLAN
CG: CHELONE GLABRA - WHITE TURTLEHEAD / 355 UNITS
LC - LOBELIA CARDINALIS - CARDINAL FLOWER / 308 UNITS
AI: ASCLEPIAS INCARNATA - SWAMP MILKWEED / 360 UNITS
SUBMERGED VEGETATED SHELF
WET POND #1 LANDSCAPE LEGEND:
CG: CHELONE GLABRA - WHITE TURTLEHEAD / 150 UNITS
LC - LOBELIA CARDINALIS - CARDINAL FLOWER / 175 UNITS
AI: ASCLEPIAS INCARNATA - SWAMP MILKWEED / 180 UNITS
SUBMERGED VEGETATED SHELF
WET POND #2 LANDSCAPE LEGEND:
SUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESBOSTON, MAUPSTATE NEW YORKNEW YORK METROLEHIGH VALLEY, PASOUTHEASTERN, PAPHILADELPHIA/SOUTHERN NJSOUTHERN MARYLANDBALTIMORE, MDWASHINGTON, DCCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIAWARREN, NJ TMCONSTRUCTION
NOT APPROVED FOR
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
O
N
E
N
FR SS
PE
SEAL
IG ENORTH CAROL
I
NAO
N
A
LI
RE
043610
MICHAEL A. T H E BERGE10/19/18
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
H:\2016\NCC162130\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162130LP0.DWG PRINTED BY: RBRELAND 10.19.18 @ 4:54 PM LAST SAVED BY: TZOOK
NCC162130
DR
MAT
08/23/2018

COTTAGES
WEST
RHH LAND
INVESTORS, LLC
2308 WAXHAW INDIAN TRAIL RD
INDIAN TRAIL, NC
UNION COUNTY

1 9/25/18 RJBSKETCH PLAN COMMENTS
2 10/19/18 ASISSUE FOR PERMIT
LP0
L-4
LANDSCAPE
DETAILS
B&B CONTAINER
FINISHED GRADE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT
NOT TO SCALE
8-12"
24" MINIMUM
DECIDUOUS AND EVERGREEN
SHRUB PLANTING DETAIL
3" THICK LAYER OF DARK
BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
PLANT SHALL BE
TRANSPLANTED AT THE SAME
GRADE AS IT BORE IN THE
NURSERY PLOT PRIOR TO
BALLING AND BURLAPPING.
FOR CONTAINER-GROWN
SHRUBS, USE FINGER OR
SMALL HAND TOOLS TO PULL
THE ROOTS OUT OF THE OUTER
LAYER OF POTTING SOIL; THEN
CUT OR PULL APART ANY
ROOTS THAT CIRCLE THE
PERIMETER OF THE CONTAINER
PLANTING MIX:
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL PLANTING
MIXTURE WILL CHANGE WITH
SOIL CONDITIONS
BEFORE PLANTING, ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES
AND RECYCLED YARD WASTE
TO BED AND TILL INTO TOP 6"
OF PREPARED SOIL
PLACE SHRUB ON
FIRM SOIL IN
BOTTOM OF HOLE.
UNDISTURBED
SUBGRADE
SOIL SURFACE ROUGHENED
TO BIND WITH NEW SOIL.
REMOVE THE TOP 1/3 OF THE
WIRE BASKET IF PRESENT. ANY
AND ALL TWINE SHALL BE
REMOVED FROM THE SHRUB
BEFORE BACKFILLING. BURLAP
SHALL BE FOLDED BACK INTO
PLANTING HOLE
NOT TO SCALE
EXISTING SUBSOILMINIMUM 6" TOPSOIL
FINISHED GRADE
PERENNIAL/GROUND COVER PLANTING DETAIL
3" THICK LAYER OF
DARK BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
D
DD
TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT
PLANT MATERIAL SPACED AS
SPECIFIED. SEE LANDSCAPE
SCHEDULE FOR PROPOSED SPACING.
INCORPORATE 2" OF PEAT INTO 6" OF
PLANTING MIXTURE, AS SPECIFIED
D= PROPOSED ON CENTER
(O.C.) SPACING
SEE LANDSCAPE SCHEDULE
FOR FOR REQUIRED SPACING
TYPICAL PERENNIAL AND GROUND COVER PLANTING
1. SCOPE OF WORK:
THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL
PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS,
TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED
BY THE GENERAL CONTRACTOR.
2. MATERIALS
A.GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS.
B.TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH
RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS,
VEGETABLE MATTER AND CLAY CLODS.
C.LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM FOUR-INCH (4") THICK LAYER OF TOPSOIL,
AND AMENDED TO A MINIMUM DEPTH OF SIX INCHES (6"), OR AS DIRECTED BY THE LOCAL ORDINANCE OR
CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS
INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES.
1.1.LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED, AND FREE OF WEED SEED.
1.2.SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS.
1.3.SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.
D.MULCH - ALL AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD
MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN.
E.FERTILIZER
1.1.FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED
STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE
STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE.
1.2.FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS
AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST
PERFORMED BY A CERTIFIED SOIL LABORATORY.
F.PLANT MATERIAL
1.1.ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR
NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY &
LANDSCAPE ASSOCIATION.
1.2.IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL
PLANT MATERIAL.
1.3.PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT
LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION.
1.4.TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER
1¼", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND
WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES.
1.5.ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF
GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF
DISEASE, INSECTS, PESTS, EGGS OR LARVAE.
1.6.CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX
INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER
SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE
CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE.
1.7.SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE
LONGEST BRANCH.
1.8.TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL.
3. GENERAL WORK PROCEDURES
A.CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE
CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS,
MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF.
B.WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE.
DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM
THE SITE.
4. SITE PREPARATIONS
A.BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE
DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED
HEREIN.
B.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB
OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE
SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A
REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL
NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS
NEEDED TO PREVENT SHOCK OR DECLINE.
C.CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES
PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3)
DAYS PRIOR TO THE BEGINNING OF WORK.
5. TREE PROTECTION
A.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE
PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT
OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE
STRICT TREE PROTECTION ZONE SHALL BE HONORED.
B.A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR
APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE
PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS
INDICATED WITHIN THE TREE PROTECTION DETAIL.
C.WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING
AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING
ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR
AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
D.AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR
LEFT STANDING IN THE TREE PROTECTION ZONE.
6. SOIL MODIFICATIONS
A.CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING.
SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY.
B.LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL
TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE
CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.
C.THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY.
COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS
PERFORMED BY A CERTIFIED SOIL LABORATORY.
1.1.TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC
MATTER INTO THE TOP 6" MINIMUM. USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS.
ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE
LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5.
1.2.TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING
COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE
USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX.
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.
1.3.MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY,
SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX.
7. FINISHED GRADING
A.UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF
THE SITE.
B.LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN
ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL
THICKNESS (1"±).
C.ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO
ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE
DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT.
D.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND
AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
8.TOPSOIL
A.CONTRACTOR SHALL PROVIDE A FOUR-INCH (4") THICK MINIMUM LAYER OF TOPSOIL, AND AMENDED TO A
MINIMUM DEPTH OF SIX-INCHES (6"), OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING
AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE
DESIRED THICKNESS.
B.ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE
MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO
CONSTRUCTION.
C.CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE
TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED
THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE
MATERIALS SECTION ABOVE.
D.ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS
EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL
WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN
TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):
1.1.20 POUNDS 'GROW POWER' OR APPROVED EQUAL
1.2.20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP
E.THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
9.PLANTING
A.INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT
THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.
PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS
THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH
TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE.
B.PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN
WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE.
PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION.
C.ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING
UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.
D.ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS
DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND
FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING.
E.POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE
APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS
AS DIRECTED.
F.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON
THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING
AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD
AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE
FOLLOWING PLANTING SEASONS:
1.1.PLANTS: MARCH 15 TO DECEMBER 15
1.2.LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1
G.PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT
APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING
AGENCY FOR POTENTIAL SUBSTITUTIONS.
H.FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH
TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS
GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL
PLANTING SEASON:
ACER RUBRUM PLATANUS X ACERIFOLIA
BETULA VARIETIES POPULOUS VARIETIES
CARPINUS VARIETIES PRUNUS VARIETIES
CRATAEGUS VARIETIES PYRUS VARIETIES
KOELREUTERIA QUERCUS VARIETIES
LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA
LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES
I.PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL.
THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS
WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY:
·1 PART PEAT MOSS
·1 PART COMPOSTED COW MANURE BY VOLUME
·3 PARTS TOPSOIL BY VOLUME
·21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS:
A)2 TABLETS PER 1 GALLON PLANT
B)3 TABLETS PER 5 GALLON PLANT
C)4 TABLETS PER 15 GALLON PLANT
D)LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK
J.FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL
AND WATER THOROUGHLY.
K.ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE
BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON
TOP OF THE ROOT BALL.
L.ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND
MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE.
M.GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL
PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT
CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION.
N.NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2')
FROM EXISTING STRUCTURES AND SIDEWALKS.
O.ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED
AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.
P.ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
WATERING SPECIFICATIONS AS LISTED HEREIN.
10.TRANSPLANTING (WHEN REQUIRED)
A.ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.
B.IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
C.PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.
D.UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.
E.TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.
F.IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND.
TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE
MUNICIPALITY'S TREE REPLACEMENT GUIDELINES.
11.WATERING
A.NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER
PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB
BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED.
WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.
B.SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT
AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS
RECOMMENDED FOR ALL NEWLY PLANTED TREES.
C.IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT
MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF
MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.
12.GUARANTEE
A.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM
APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE
OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE
INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A
FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED
REPRESENTATIVE.
B.ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.
REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON.
ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION.
C.TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT
THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE
PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD
CONDITION AND FREE OF INSECTS AND DISEASE.
D.LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER
OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
13.CLEANUP
A.UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE
CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED
AREAS ARE TO BE CLEANED.
B.THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER
OR AUTHORIZED REPRESENTATIVE.
LANDSCAPE SPECIFICATIONS