Millbridge Phase 7D - Millbridge Phase 7D Construction Documents

1952195319541955
1956
19571958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973 1974 1975
1976 1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
2007
2008
2009 2010 2011
2012 2013
2014
2015
2016
2017
2018
2019
2020
2021
2022
2023
1588
1592
1591
1593
1589
1587
1590
1498
1500
1586
1585
1584
1499
1468
1467
1469
1493
1495
1496
1497
1582
1581
1602
1607
1606
1605
1604
1603
1466
1465
1583
WGB
CJH
CJH
MAY 2018
C1.0
20170280.00.CL
FILE PATH:M:\Projects\Landeavor\2017028000CL - Millbridge Phase 7D Design\CADD\Plan Set\2017028000_C_SHT_COVER.dwgM:\Projects\Landeavor\2017028000CL - Millbridge Phase 7D Design\CADD\Plan Set\2017028000_C_SHT_COVER.dwg, CHORN, 7/18/2018 9:33:25 AMFINAL-RELEASED FOR CONSTRUCTION PLOT DATE: 7/18/2018MILLBRIDGE PHASE 7DFORLANDEAVOR LLC.9101 SOUTHERN PINE BLVD. CHARLOTTE, NC28273COVER SHEETMILLBRIDGE PHASE 7D
TOWN OF WAXHAW, UNION COUNTY, NORTH CAROLINA
FOR
LANDEAVOR LLC.
9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273
MAY 2018
Know what'sbelow.
before you digCall
DESIGNER:
WESTON G. BOLES, PE
[phone]
[e-mail]
VICINITY MAP N.T.S.
WA
X
H
A
W
-
M
A
R
V
I
N
RO
A
D
HWY 75MILLBR
IDGEPARKWAY
LANCASTER, SCUNION, NCMCCALL
ROAD
LANCASTER COUNTY, SOUTH CAROLINAUNION COUNTY, NORTH CAROLINAFUTURE
PHASE
PLAN VIEW
SCALE: 1" = 100'
DEVELOPMENT DATA FOR MILLBRIDGE PHASE 7D
TAX PARCEL ID:05165001
05168019
ZONING:CU R4-PRD (TOWN OF WAXHAW)
PROPOSED USE:SINGLE FAMILY SUBDIVISION
WATERSHED:LOWER CATAWBA
FIRST WATERCOURSE:12-MILE CREEK
TOTAL NUMBER OF LOTS:72 LOTS
PROP. DENSITY:2.32 UNITS/AC.
MIN LOT SIZE REQUIRED:6,000 S.F. (0.14 AC.)
MIN LOT SIZE PROVIDED:6,447 S.F. (0.15 AC. - LOT #1993)
AVG. LOT SIZE PROVIDED: 9,310 S.F. (0.21 AC.)
SITE AREAS:
TOTAL SITE AREA:30.98 AC.
PROPERTY AREA IN R/W:4.00 AC.
PROPERTY AREA IN LOTS:15.39 AC.
PROPERTY AREA IN COS:9.59 AC.
PROPERTY AREA IN AMENITY:2.02 AC.
BUILDING SETBACKS (MIN.)
FRONT YARD SETBACK:20'
SIDE YARD SETBACK:5' (10' CORNER LOTS)
REAR LOT SETBACK:20'
AMENITY CENTER PARKING:
PROVIDED SPACES:37
PROVIDED HANDICAP SPACES:1
PROVIDED HANDICAP (VAN):1
SUBMITTED BY:LANDEAVOR, LLC
9101 SOUTHERN PINE BLVD STE 210
CHARLOTTE, NC 28273
PHONE NUMBER: [phone]
EMAIL:[e-mail]
DEVELOPER:LANDEAVOR, LLC
9101 SOUTHERN PINE BLVD STE 210
CHARLOTTE, NC 28273
PHONE NUMBER: [phone]
EMAIL:[e-mail]
DESIGN ENGINEER:W.K. DICKSON - WESTON BOLES, PE
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
PHONE NUMBER: (704)-334-5348
[e-mail] MILLBRIDGE PRKWYLINN COVE
PHASE 7C
NOW OR FORMALLY
WSLD MILLBRIDGE VI LLC
PIN:05168019
ZONING: CU R4-PRD
STORMWATER
EASEMENT (TYP.)
20' UTILITY
EASEMENT (TYP.)
12' BMP POND
ACCESS ROAD (TYP.)
PROPERTY
BOUNDARY (TYP.)
BMP POND WITH VINYL
COATED CHAINLINK
SECURITY FENCE AROUND
PERIMETER (TYP.)
STREET TREE (TYP.)
STREET LIGHT (TYP.)
20' NATURAL PERIMETER
TREE SAVE (TYP.)
STOP SIGN (TYP.)
STREAM BUFFER
ZONE (TYP.)
BMP
STORMWATER
POND (TYP)
BMP
STORMWATER
POND (TYP)
PHASE 7B
MILLBRIDGE PRKWYLINN COVEBUNKER HILL ROADNOW OR FORMALLY
WSLD MILLBRIDGE VI LLC
PIN:05168018B
ZONING: CU R-3
COS
COS
COS
EXISTING
PUMP
STATION
NOW OR FORMALLY
WSLD MILLBRIDGE VI LLC
PIN:05165002
ZONING: CU R4-PRD
NOW OR FORMALLY
WSLD MILLBRIDGE VI LLC
PIN:05165001
ZONING: CU R4-PRD
RETAINING
WALL
RETAINING
WALL
RETAINING
WALL
PROPOSED STREET
BARRICADE TO BE REMOVED
IN FUTURE PHASE
72 UNIT MAILBOX
KIOSK
STREAM BUFFER
ZONE (TYP.)
EXISTING
POND
20' UTILITY
EASEMENT (TYP.)
TO
R
Y

P
A
TH

RO
A
DCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATENO.community infrastructure consultants
REVISIONS PER TOWN OF WAXHAW COMMENTSCJH07/18/2018A616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
Sheet List Table
Sheet
Number Sheet Title
Drawing
Revision
Number
Revision
Date
C1.0 COVER SHEET
C1.1 LEGENDS
C2.0 EXISTING CONDITIONS & DEMO
C3.0 SITE PLAN
C3.1 AMENITY SITE PLAN
C4.0 GRADING PLAN
C4.1 AMENITY GRADING PLAN
C5.0 LINN COVE - PLAN & PROFILE
C5.1 LINN COVE - PLAN & PROFILE
C5.2 LINN COVE - PLAN & PROFILE
C5.3 BUNKER HILL ROAD - PLAN & PROFILE
C5.4 MILLBRIDGE PARKWAY - PLAN & PROFILE
C6.0 EROSION CONTROL - PHASE 1
C6.1 EROSION CONTROL - PHASE 2
C7.0 LANDSCAPE PLAN
C7.1 AMENITY LANDSCAPE PLAN
C8.0 GENERAL NOTES
C8.1 GENERAL NOTES
C8.2 GENERAL NOTES
C9.0 DETAILS - SHEET 1
C9.1 DETAILS - SHEET 2
C9.2 DETAILS- SHEET 3
C9.3 DETAILS - SHEET 4
C9.4 DETAILS - SHEET 5
C9.5 DETAILS - SHEET 6
C9.6 DETAILS - SHEET 7
C9.7 DETAILS - BMP #1
C9.8 DETAILS - BMP #2
APP-A ALTA SURVEY
A 7/13/18
PHASE 7A
40' FUTURE TEMPORARY
CONSTRUCTION EASEMENT
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
A 7/13/18
NOTE:
*PER A CONDITION OF THE PHASE 7D MAJOR
CONDITIONAL USE PERMIT AMENDMENT, ZONING
CONSTRICTION PERMITS ARE CONTINGENT UPON
COMPLETION OF IMPROVEMENTS TO OPEN TORY
PATH ROAD TO MEET NCDOT REQUIREMENTS.
LEGEND (STAKING)LEGEND (EROSION CONTROL)
Aa
Bb
LEGEND (GRADING AND DRAINAGE)
CB-##
DI-##
DCB-##
MH-##
550
627
MH-##
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
LENGTH
160.44'
154.95'
215.48'
249.60'
163.23'
68.84'
58.44'
546.51'
150.55'
244.27'
BEARING
N71°42'54"W
S76°10'20"W
S11°38'09"W
S68°41'48"E
S82°14'27"E
N61°42'26"E
S13°29'34"E
S11°38'09"W
S64°54'56"W
S11°38'09"W
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
RADIUS
1000.00'
200.00'
200.00'
200.00'
400.00'
200.00'
200.00'
LENGTH
560.47'
225.27'
280.41'
47.28'
251.69'
87.71'
185.98'
CHORD
553.17'
213.55'
258.00'
47.17'
247.56'
87.01'
179.35'
CHORD BEARING
N87° 46' 17"W
S43° 54' 14"W
S28° 31' 50"E
S75° 28' 08"E
N79° 43' 59"E
S0° 55' 42"E
S38° 16' 32"W
DELTA
32°06'46"
64°32'11"
80°19'57"
13°32'39"
36°03'07"
25°07'42"
53°16'47"FILE PATH:M:\Projects\Landeavor\2017028000CL - Millbridge Phase 7D Design\CADD\Plan Set\2017028000_C_SHT_LEGENDS & TABLES.dwgM:\Projects\Landeavor\2017028000CL - Millbridge Phase 7D Design\CADD\Plan Set\2017028000_C_SHT_LEGENDS & TABLES.dwg, CHORN, 7/18/2018 9:47:08 AMWGB
CJH
CJH
MAY 2018
C1.1
20170280.00.CL
PRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018MILLBRIDGE PHASE 7DFORLANDEAVOR LLC.9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273LEGENDSCOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATENO.community infrastructure consultants
REVISIONS PER TOWN OF WAXHAW COMMENTSCJH07/18/2018A616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
6503 SQ. FT.FPE: 582.5019949901 SQ. FT.FPE: 581.5020058478 SQ. FT.FPE: 570.0019868422 SQ. FT.FPE: 571.0019856559 SQ. FT.FPE: 582.5019959535 SQ. FT.FPE: 575.5019986671 SQ. FT.FPE: 578.5019976615 SQ. FT.FPE: 581.5019966448 SQ. FT.FPE: 582.0019938435 SQ. FT.FPE: 579.5019928138 SQ. FT.FPE: 571.50198410768 SQ. FT.FPE: 570.5019739050 SQ. FT.FPE: 568.5019888533 SQ. FT.FPE: 569.00198710009 SQ. FT.FPE: 564.5019917399 SQ. FT.FPE: 564.5019907711 SQ. FT.FPE: 582.5020037500 SQ. FT.FPE: 582.00200212173 SQ. FT.FPE: 574.5020078025 SQ. FT.FPE: 590.5020209799 SQ. FT.FPE: 599.5020178398 SQ. FT.FPE: 580.00202311956 SQ. FT.FPE: 578.0020118742 SQ. FT.FPE: 582.5020047500 SQ. FT.FPE: 576.5020008900 SQ. FT.FPE: 593.5020197500 SQ. FT.FPE: 583.0020227500 SQ. FT.FPE: 579.50200111060 SQ. FT.FPE: 578.0020069205 SQ. FT.FPE: 596.5020187500 SQ. FT.FPE: 586.5020218646 SQ. FT.FPE: 573.50199912599 SQ. FT.FPE: 585.00201412262 SQ. FT.FPE: 580.5020129877 SQ. FT.FPE: 571.0020089490 SQ. FT.FPE: 568.50200910664 SQ. FT.FPE: 575.00201010711 SQ. FT.FPE: 583.00201311108 SQ. FT.FPE: 567.00198910019 SQ. FT.FPE: 582.50198110019 SQ. FT.FPE: 585.5019829427 SQ. FT.FPE: 589.5019839100 SQ. FT.FPE: 575.5019799671 SQ. FT.FPE: 573.5019789912 SQ. FT.FPE: 572.50197710768 SQ. FT.FPE: 572.00197110768 SQ. FT.FPE: 571.00197210786 SQ. FT.FPE: 567.5019659240 SQ. FT.FPE: 568.5019669251 SQ. FT.FPE: 570.5019749100 SQ. FT.FPE: 569.5019679100 SQ. FT.FPE: 571.0019759100 SQ. FT.FPE: 571.0019689100 SQ. FT.FPE: 571.50197610479 SQ. FT.FPE: 571.50196910768 SQ. FT.FPE: 572.50197010289 SQ. FT.FPE: 565.00196210768 SQ. FT.FPE: 566.00196310768 SQ. FT.FPE: 566.5019649157 SQ. FT.FPE: 565.5019609100 SQ. FT.FPE: 564.0019618986 SQ. FT.FPE: 570.5019589264 SQ. FT.FPE: 568.0019599191 SQ. FT.FPE: 583.5019538828 SQ. FT.FPE: 582.5019549445 SQ. FT.FPE: 580.0019559233 SQ. FT.FPE: 577.0019568978 SQ. FT.FPE: 574.0019579360 SQ. FT.FPE: 586.5019529652 SQ. FT.FPE: 579.501980130
.
0
0
'
130.00'
130.00'
130.00'
130.00'
130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'70.00'70.00'63.66'35.94'10.00'101.54'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.64'125.00'105.00'
125.00'
126.60'
124
.
9
0
'
1
3
8
.
2
1
'
1
6
6
.
7
7
'
1
6
3
.
7
3
'
9
2
.
9
8
'
125.00'
125.00'
125.00'
125.00'
136.05'
155.36'
174.67'193.98'140.63'
137.76'88.95'67.99'197.91'199.99'197.17'155.34'67.91'38.82'19.77'58.18'55.11'55.11'21.52'36.58'60.00'60.00'40.51'37.58'95.55'3 4.88'70.45'35.05'38.47'60.00'60.00'60.00'60.00'60.00'60.00'60.00'45.42'55.11'13.40'30.39'40.54'6.71
'
1 2 4 .2 7 '
6 0 .0 2 '
6 0 .0 7 '6 8 .9 1'60.3 6 '
117.20'
69.46'
68.09'7 0.0 3 '6 8 .0 1'5 6 .6 5 '11.8 0 '
6 8 .5 1 '
6 8 .5 8 '
6 8 .6 5 '138.43'129.81'70.01'76.20'126.14'70.04'126.98'49.10'29.65'26.89'50.15'128.84'124.62'76.81'
73.38'123.39'124.50'
57.44'129.88'130.13'64.82'64.82'2 0 .0 0 '130.00
'130.00
'
1
3
0
.
0
0
'
130
.
0
0
'9.19'64.30'64.41'64.30'45.81'20.12'70.00'70.00'72.22'20.12'101.36'101.36'63.35'9.45'63.35'70.00'70.00'70.00'70.00'53.16'83.80'101.36'64.30'64.30'101.36'101.36'64.30'64.30'101.36'66.03'39.65'20.36'39.65'20.36'39.65'20.36'39.65'20.36'39.65'20.36'35.63'19.05'56.58'9.38'53.66'
107.00'
107.92'
108.85'
109.78'
110.71'
111.64'
76.69'43.49'58.95'60.00'60.00'60.00'60.00'60.00'94.53'128.00
'126.77
'
141.08'
142.69'
141.76'
140.83'
139.89'
127.71'61.36'58.34'60.00'58.34'60.00'37.15'33.68'151.52'48.65'59.21'3
9.42'76.53'76.53'33.20'1.66'72.
1
3
'
45.30'14.90'54.65'9.96'61.42'10.14'171.84'38.49'63.03'4.32'8.34'54.69'33.35'29.68'28.81'26.45'26.45'5.01'60.00'54.89'5.11'5.11'54.89'5.11'72.22'31.28'2 2.0 2'46.03'70.00'20.00'27.73'4 0 .3 7 '6 6 .8 6 '6 6 .8 6 '69.30'13.36'9.18'63.66'70.00'70.00'35.94'49.32'3 4.7 2'46.03'70.00'27.73'52.70'8 7 .2 8 '87.28'75.74'N60° 41' 32.46"W52.33N79° 13' 43.25"W88.98S78° 26' 16.64"W105.92N83° 05' 05.81"W125.35N72° 05' 30.39"W136.81S72° 05' 30.39"E96.92 S83° 05' 05.81"E120.17 N78° 26' 16.64"E106.62 S79° 13' 43.25"E94.06 N80° 29' 44.55"E50.81S09° 54' 06.04"W54.25S04° 08' 48.19"E46.09S20° 02' 27.79"W71.53S11° 27' 24.88"E61.43S70° 52' 39.20"E226.02N73° 35' 54.90"E61.77N82° 43' 43.03"E37.94N32° 20' 55.81"E48.86N67° 33' 28.82"W103.41N78° 02' 37.32"W50.73 N71° 30' 20.66"W118.90 N21° 18' 11.40"E116.99S21° 18' 11.40"W88.13N43° 34' 09.80"W50.40N89° 29' 31.49"E46.90N05° 21' 09.43"E119.99S05° 21' 09.43"W136.75S89° 29' 31.49"W8.20S83° 20' 07.89"W55.26 S12° 43' 48.39"W119.15N12° 43' 48.39"E126.17N44° 41' 37.65"E119.71S44° 41' 37.65"W113.98S50° 28' 41.95"W32.01N39° 31' 18.05"W20.00N50° 28' 41.95"E27.64S78° 21' 51.30"E
20.00S79° 38' 49.94"E20.00N10° 21' 10.06"E131.99S10° 21' 10.06"W132.43N12° 51' 26.36"E57.60S12° 51' 26.36"W58.45N15° 13' 12.39"E60.01N64° 54' 12.84"E94.60N78° 0
0'

1
0
.
9
3
"
E
63.77
S78° 0
0'

1
0
.
9
3
"
W
74.08 S64° 54' 12.84"W106.16S69° 01' 24.93"E20.00N20° 58' 35.07"E117.92S88° 16' 25.89"E
193.56
N01° 43' 34.11"E20.00N88° 16' 25.89"W
192.29 N08° 27' 18.86"W97.96S08° 27' 18.86"E105.01S20° 58' 35.07"W122.39S11° 38' 08.70"W152.30N11° 38' 08.70"E152.60S59
°

5
1
'

4
9
.
8
2
"
E
124
.
9
9 N09° 56' 25.47"E94.58S09° 56' 25.47"W82.24S04° 58' 23.63"W71.06S18° 36
'
26
.29"E84.07
S
4
5
°

1
8
'

2
2
.
3
5
"
E
2
0
.
0
0
S15° 13' 12.39"W69.68L=59.95'R=45.00'N43° 59' 07.50"W19.54H
V
11225 SQ. FT.FPE: 601.5020169189 SQ. FT.FPE: 601.502015130.00
'S14° 33' 34.82"W10.24L=71.51'R=50.00'L=4 0 .1 4 'R=3 5 .0 0 'S28° 46' 52.96"W40.00S17° 50' 35.73"W25.73S12° 33' 20.40"W72.36N78° 39' 58.95"W22.72S20° 05' 22.95"E29.58S35° 38' 05.63"E50.67S73° 39' 18.53"W51.19N02° 56' 42.70"E44.72N20° 05
'
22
.95
"W48.02
N72° 47'
4
1
.
3
0
"
W
74.52
L=43.78'R=57.69'N5
1
°

4
6
'

4
8
.
5
6
"
W
11
5
.
0
0N01° 13' 11.80"E40.56S80° 14' 48.27"W89.83S81° 23
'

2
5
.
1
3
"
W
233.14
N86° 31' 06.58"W160.19N03° 28' 53.42"E20.00S86° 31' 06.58"E158.07N81° 23'

2
5
.
1
3
"
E
230.82
N80° 14'

4
8
.
2
7
"
E
299.43 N54° 59' 12.75"E91.56S69° 40' 51.50"E16.86N18° 40' 10.88"E68.97N5
9
°

5
1
'

4
9
.
8
2
"
W
131
.
3
4
L=31.93'R=50.00'FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM6+92.660+001+002+003+004+005+006+001+00
2+00
3+00
4+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+000+001+002+003+004+005+005+80.80PC= 1+60.44PC= 8+75.86PC= 13+16.61PC= 18+46.63PC= 20+57.14PT= 7+20.91PT= 11+01.13PT= 15+97.03PT= 18+93.91PT= 23+08.8393.9°'L1
C1 L2C2L3C3L4C4L5C5L6
PC= 0+58.44PT= 1+46.15PC= 1+50
.55
PT= 3+36.53
L7C6L8L9C7L10COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATENO.community infrastructure consultantsREVISIONS PER TOWN OF WAXHAW COMMENTS CJH07/18/2018A 616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBCJHCJHMAY 2018C3.020170280.00.CLPRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018
MILLBRIDGE PHASE 7D
FOR
LANDEAVOR LLC.
9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273
SITE PLAN LANCASTER COUNTY, SOUTH CAROLINAUNION COUNTY, NORTH CAROLINALINN COVE(51' PUBLIC R/W)BUNKER HILL ROAD(51' PUBLIC R/W)MILLBRIDGE PARKWAY(51' PUBLIC R/W)STREAM ZONEBUFFER (TYP.)20' NATURAL PERIMETERTREE SAVE (TYP.)PROPERTY BOUNDARY(TYP.)PROP. BARRICADE AND TEMPORARYTURN AROUND (SEE DETAIL 280.5AND 706.1 ON SHEET C9.320' FRONTSETBACK(TYP.)10' CORNER SIDESETBACK (TYP.)5' SIDE YARD SETBACK (TYP.)20' REARSETBACK(TYP.)PHASE LINE (TYP.)7' UTILITY EASEMENT (TYP.)R=20' (TYP.)STOP SIGN(TYP.)STORMWATERBMP (TYP.)STORMWATERBMP (TYP.)05050100SCALE: 1" = 50'15' X 15' SIGHTTRIANGLE (TYP.)SANITARY SEWEREASEMENT (TYP.)STORM DRAINAGEEASEMENT (TYP.)TORY PATH
ROAD
(50
'
PUBL
IC
R
/W
)MAILBOXKIOSKEXISTINGPONDNOTE:SEE SHEET C1.1 FOR LEGENDS & LINEAND CURVE TABLE DATA.SEE SHEET C8.2 FOR TYPICAL CROSSSECTION AND LOT LAYOUTS.MILLBRIDGEPHASE 7BMILLBRIDGEPHASE 7CRETAINING WALL (TYP.)RETAINING WALL BYOTHERS (TYP.)RETAINING WALL (TYP.)CONTRACTOR SHALL TAPERCURB AT 10:1 TO MATCHEXISTING CURB (TYP.)CONTRACTOR SHALL TAPERSIDEWALK TO MATCH EXISTINGSIDEWALK (TYP.)MILLBRIDGEPHASE 7BPUMP STATIONPUMP STATIONACCESS ROADMILLBRIDGE PHASE 7BSANITARY SEWER EASEMENTA.D.A HANDICAP RAMP(TYP.) SEE DETAIL 127.1SHEET C9.0
9799 SQ. FT.FPE: 599.502017FPE: 596.5010019 SQ. FT.FPE: 582.50198110019 SQ. FT.FPE: 585.5019829427 SQ. FT.FPE: 589.5019839652 SQ. FT.FPE: 579.50198011225 SQ. FT.FPE: 601.5020169189 SQ. FT.FPE: 601.502015GfB2585590595600593594600599599 595590585580575580590
605600590DI-230CB-209CB-210CB-228CB-229CB-208CB-207CB-227CB-232CB-234CB-206CB-226DCB-231CB-205CB-23359
3
59
4
597591591590 585594 580590
5925935
9
3 5925
9
7
5955975
9
2
5
9
3 592CB-235CB-236CB-237DI-238CB-226ACOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATENO.community infrastructure consultantsREVISIONS PER TOWN OF WAXHAW COMMENTS CJH07/18/2018A 616 COLONNADE DRCHARLOTTE, NC 28205(t)[phone](f)[phone]WWW.WKDICKSON.COMNC LICENSE NO.F-0374WGBCJHCJHMAY 2018C4.120170280.00.CLPRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018
MILLBRIDGE PHASE 7D
FOR
LANDEAVOR LLC.
9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273
AMENITY GRADING PLAN0202040SCALE: 1" = 20'NOTE:SEE SHEET C1.1 FOR LEGENDS & LINEAND CURVE TABLE DATA.POOLFPE: 594.00CABANAFPE: 594.00PLAYGROUNDFPE: 597.00TENNIS COURTSFPE: 597.50ACCESSIBILITY ROUTE.MAXIMUM LONGITUDINALSLOPE OF 5% PER ADAREQUIREMENTS.
FMFMFMFMFMF
M
F
M
F
M
F
M
FMFMFMFMFMFMFMFMFMMH 3-BMP #2
MH 1-BMP #2
MH 2-BMP #2
MH 4-BMP #2
BMP #2
FES-BMP #2
MH 1-BMP#1
BMP #1 FES-BMP#1
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATENO.community infrastructure consultants
REVISIONS PER TOWN OF WAXHAW COMMENTSCJH07/18/2018A616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
WGB
CJH
CJH
MAY 2018
C6.0
20170280.00.CL
PRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018MILLBRIDGE PHASE 7DFORLANDEAVOR LLC.9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273EROSION CONTROL - PHASE 1MATCHLINE - SEE THIS SHEET
MATCHLINE - SEE THIS SHEET
LINN COVE
(51' PUBLIC R/W)
BUNKER HILL RO
A
D
(51' PUBLIC R/W)
MILLBRIDGE PARK
W
A
Y
(51' PUBLIC R/W)
TOR
Y
P
A
T
H
R
O
A
D
(50' P
U
B
LI
C
R/
W)
PHASE 7B
SILT FENCE OUTLET
DEVICE (TYP.)
TEMPORARY SILT
FENCE (TYP.)
DRAINAGE AREA
DELINEATION (TYP.)
CONTRACTOR SHALL HYDROSEED
IMMEDIATELY. IF STABILIZATION DOES NOT
OCCUR, CONTRACTOR SHALL INSTALL
EROSION CONTROL MATTING. (TYP.)
SEDIMENT BASIN #2
D.A. = 10.66 ACRES
TEMPORARY DIVERSION
DITCH #1.2
RIP-RAP EMERGENCY
SPILLWAY (TYP.)
SKIMMER DEVICE (TYP.)
(2) - 18" DIAMETER PLASTIC
CORRUGATED PIPE
20' NATURAL PERIMETER
TREE SAVE (TYP.)
PROPERTY BOUNDARY (TYP.)
SURVEYED WATERS
EDGE (TYP.)
STREAM BUFFER
ZONE (TYP.)
INLET PROTECTION (TYP.)
BAFFLES (TYP.)
TEMPORARY CONSTRUCTION ENTRANCE.
SEE DETAIL 514.1 ON SHEET C9.5
TEMPORARY DIVERSION
DITCH #1.1
TEMPORARY DIVERSION
DITCH #1.3
TEMPORARY DIVERSION
DITCH #2.3
TEMPORARY DIVERSION
DITCH #2.1
TEMPORARY DIVERSION
DITCH #2.2
(4) - 18" DIAMETER PLASTIC
CORRUGATED PIPE
(5) - 18" DIAMETER PLASTIC
CORRUGATED PIPE
(2) - 18" DIAMETER PLASTIC
CORRUGATED PIPE
SEDIMENT BASIN #1
D.A. = 12.91 ACRES
PHASE 7C
COMPOST WATTLE (TYP.)
LIMITS OF DISTURBANCE (TYP.)
26.72 ACRES
LIMITS OF
DISTURBANCE (TYP.)
0.04 ACRES
STORM DRAINAGE OUTLET
(TYP.) SEE CHART ON SHEET
C8.1 FOR INVERT ELEVATION
NOTES:
- EROSION CONTROL NOTES AND CONSTRUCTION SEQUENCE
CAN BE FOUND ON SHEET C8.0
-CONTRACTOR SHALL INSTALL THE SILT FENCE AT THE LIMITS
OF DISTURBANCE WHERE PROPOSED GRADING IS WITHIN
FIVE FEET (5') OF THE LIMITS OF DISTURBANCE. SILT FENCE IS
SHOWN OFFSET FROM THE LIMITS OF DISTURBANCE FOR
VISUAL PURPOSES ONLY.
-CONTRACTOR SHALL MODIFY TEMPORARY DIVERSION
DITCHES THROUGHOUT CONSTRUCTION TO ENSURE
DRAINAGE AREAS FOR EACH BASIN REMAINS THE SAME.
CONTRACTOR TO ENSURE NO STORMWATER IS SENT TO SILT
FENCE THAT IS SUPPOSED TO GO TO EROSION CONTROL
PONDS.
- ALL EROSION CONTROL MATTING SHALL BE
BIODEGRADABLE USING PRODUCT SPECS PROVIDED IN
CALCULATIONS PACKAGE. VERIFY MATTING USING REQUIRED
STRENGTH PER TABLE ON SHEET C9.3
-CONTRACTOR SHALL INSTALL TEMPORARY DIVERSION
DITCHES WITH POSITIVE DRAINAGE TO EROSION CONTROL
POND.
050 50 100
SCALE: 1" = 50'
TEMPORARY GRADING BY CONTRACTOR IN PHASE 1
FOR TEMPORARY DIVERSION DITCH INSTALLATION.
CONTRACTOR SHALL HYDROSEED AND STABILIZE
SLOPE. GRADING TO BE REMOVED IN PHASE 2.
TEMPORARY GRADING BY CONTRACTOR IN PHASE 1
FOR TEMPORARY DIVERSION DITCH INSTALLATION.
CONTRACTOR SHALL HYDROSEED AND STABILIZE
SLOPE. GRADING TO BE REMOVED IN PHASE 2.
SEDIMENT BASIN #3
D.A. = 1.31 ACRES
TEMPORARY DIVERSION
DITCH #3.2
TEMPORARY DIVERSION
DITCH #3.1
DOUBLE SILT FENCE (TYP.)
CONTRACTOR TO FIELD VERIFY LOCATION OF
FORCE MAIN PRIOR TO START OF CONSTRUCTION.
SILT FENCE TO BE INSTALLED MIN 3' FROM FORCE
MAIN. CONTRACTOR SHALL ENSURE FORCE MAIN
INTEGRITY THROUGHOUT CONSTRUCTION.
DOUBLE SILT FENCE (TYP.)
(1) - 18" DIAMETER PLASTIC
CORRUGATED PIPE
(1) - 18" DIAMETER PLASTIC
CORRUGATED PIPE
FMFMFMFMFMF
M
F
M
F
M
F
M
FMFMFMFMFMFMFMFMFMCB-124
DI-128
CB-125
DI-138
CB-133
CB-132
CB-130
CB-123
DI-137
DI-129
DI-127
DI-115
CB-110
CB-109
DCB-126
CB-122
DI-117
DI-114 DI-113
CB-118
CB-119
DI-116
DI-136
DI-112
CB-103
MH-102
CB-106
DCB-107
CB-131
CB-108
CB-103A
DCB-120
DCB-104
DI-111
DCB-121
DCB-105
MH-101
MH-135
FES-100
FES-134
CB-122A
CB-108A
CB-118A
CB-104A
DI-230
CB-209
CB-210
DI-217
CB-228
CB-229
CB-208
CB-207
CB-227
CB-232
CB-234
CB-206
DI-216
CB-220
CB-219
CB-226
DCB-231
DI-215
CB-205
CB-233
DI-214
CB-203 CB-204
MH-201
CB-221
CB-218
DCB-202 DCB-213
DI-224A
CB-223
CB-224
DCB-222
DCB-222A
DCB-225
MH-200A
FES-200
CB-237 DI-238
CB-236
CB-235
CB-202A
CB-222B
CB-226A
MH 3-BMP #2
MH 1-BMP #2
MH 2-BMP #2
MH 4-BMP #2
BMP #2
FES-BMP #2
MH 1-BMP#1
BMP #1 FES-BMP#1
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATENO.community infrastructure consultants
REVISIONS PER TOWN OF WAXHAW COMMENTSCJH07/18/2018A616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
WGB
CJH
CJH
MAY 2018
C6.1
20170280.00.CL
PRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018MILLBRIDGE PHASE 7DFORLANDEAVOR LLC.9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273EROSION CONTROL - PHASE 2MATCHLINE - SEE THIS SHEET
MATCHLINE - SEE THIS SHEET
LINN COVE
(51' PUBLIC R/W)
BUNKER HILL RO
A
D
(51' PUBLIC R/W)
MILLBRIDGE PARK
W
A
Y
(51' PUBLIC R/W)
TOR
Y
P
A
T
H
R
O
A
D
(50' P
U
B
LI
C
R/
W)
PHASE 7B
SILT FENCE OUTLET
DEVICE (TYP.)
TEMPORARY SILT
FENCE (TYP.)
DRAINAGE AREA
DELINEATION (TYP.)
SEDIMENT BASIN #2
D.A. = 11.95 ACRES
LIMITS OF DISTURBANCE (TYP.)
26.72 ACRES
RIP-RAP EMERGENCY
SPILLWAY (TYP.)
SKIMMER DEVICE (TYP.)
20' NATURAL PERIMETER
TREE SAVE (TYP.)PROPERTY BOUNDARY (TYP.)
SURVEYED WATERS
EDGE (TYP.)
STREAM BUFFER
ZONE (TYP.)
INLET PROTECTION (TYP.)
BAFFLES (TYP.)
TEMPORARY CONSTRUCTION ENTRANCE.
SEE DETAIL 514.1 ON SHEET C9.5
SEDIMENT BASIN #1
D.A. = 12.37 ACRES
PHASE 7C BRITANNIA BLVD(50' PUBLIC R/W)EXISTING POND
LIMITS OF
DISTURBANCE (TYP.)
0.04 ACRES
CONTRACTOR TO TEMPORARILY
TERMINATE PIPE AT SEDIMENT
STORAGE ELEVATION
CONTRACTOR TO TEMPORARILY
TERMINATE PIPE AT SEDIMENT
STORAGE ELEVATION
050 50 100
SCALE: 1" = 50'
NOTES:
- EROSION CONTROL NOTES AND CONSTRUCTION SEQUENCE
CAN BE FOUND ON SHEET C8.0
-CONTRACTOR SHALL INSTALL THE SILT FENCE AT THE LIMITS
OF DISTURBANCE WHERE PROPOSED GRADING IS WITHIN
FIVE FEET (5') OF THE LIMITS OF DISTURBANCE. SILT FENCE IS
SHOWN OFFSET FROM THE LIMITS OF DISTURBANCE FOR
VISUAL PURPOSES ONLY.
-CONTRACTOR SHALL MODIFY TEMPORARY DIVERSION
DITCHES THROUGHOUT CONSTRUCTION TO ENSURE
DRAINAGE AREAS FOR EACH BASIN REMAINS THE SAME.
CONTRACTOR TO ENSURE NO STORMWATER IS SENT TO SILT
FENCE THAT IS SUPPOSED TO GO TO EROSION CONTROL
PONDS.
- ALL EROSION CONTROL MATTING SHALL BE
BIODEGRADABLE USING PRODUCT SPECS PROVIDED IN
CALCULATIONS PACKAGE. VERIFY MATTING USING REQUIRED
STRENGTH PER TABLE ON SHEET C9.3
-CONTRACTOR SHALL INSTALL TEMPORARY DIVERSION
DITCHES WITH POSITIVE DRAINAGE TO EROSION CONTROL
POND.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATENO.community infrastructure consultants
REVISIONS PER TOWN OF WAXHAW COMMENTSCJH07/18/2018A616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
WGB
CJH
CJH
MAY 2018
C8.1
20170280.00.CL
PRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018MILLBRIDGE PHASE 7DFORLANDEAVOR LLC.9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273GENERAL NOTESEROSION CONTROL MAINTENANCE PLAN
1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER
EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH.
2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS
HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN
ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES
SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT
THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A
BARRIER.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR
SEDIMENT IS TRACKED ON TO THE PAVEMENT. THE FIRST 50' OF THE ENTRANCE ADJACENT TO THE ROAD
WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN A 6 INCH DEPTH. THE
REMAINDER OF THE CONSTRUCTION ENTRANCE WILL BE CLASS A STONE. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
6. CONTRACTOR SHALL TAKE ADDITIONAL STEPS AS NEEDED TO ENSURE REESTABLISHMENT OF
VEGETATION IS ACHIEVED IN WETLAND AREAS ON A CASE BY CASE BASIS.
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM TOWN OF WAXHAW.
2.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR FROM TOWN OF
WAXHAW TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR
TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND IS SUBJECT TO A FINE.
3. INSTALL CONSTRUCTION ENTRANCE (INCLUDING TEMPORARY CONSTRUCTION ENTRANCE CULVERT AND
ASSOCIATED GRADING, SILT FENCE, AND TREE PROTECTION, CLEARING ONLY AS NECESSARY TO INSTALL THESE
DEVICES.
4.INSTALL SEDIMENT BASINS, DIVERSION DITCHES, AND OTHER DEVICES CALLED FOR ON THE PLANS, CLEARING ONLY
AS NECESSARY.
5.COORDINATE WITH THE TOWN OF WAXHAW INSPECTOR TO OBTAIN APPROVAL THAT EROSION CONTROL MEASURES
ARE INSTALLED CORRECTLY.
6.CLEAR AND GRUB SITE.
7.MAINTAIN ALL EROSION CONTROL MEASURES OUTLINED ON THE EROSION CONTROL PLANS, NOTES, AND DETAILS.
8.PROCEED WITH CONSTRUCTION.
9.ADJUST EROSION CONTROL MEASURES AS NEEDED DURING CONSTRUCTION. COORDINATE WITH TOWN OF WAXHAW
INSPECTOR.
10.STABILIZATION TIME FRAMES APPLY TO ANY PERIOD OF INACTIVITY. SEE SEEDING STABILIZATION TIME FRAMES.
11.ONCE SITE IS STABILIZED, COORDINATE WITH THE TOWN OF WAXHAW INSPECTOR TO OBTAIN APPROVAL TO REMOVE
EROSION CONTROL MEASURES.
EROSION CONTROL NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND/OR STATE
STANDARDS.
2. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE SEDIMENTATION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH
INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE CONDUCTED AT APPROPRIATE STAGES OF
CONSTRUCTION.
3. THE TOTAL DENUDED AREA IS 69.81 ACRES.
4. THE TOTAL SITE ACREAGE IS 78.40 ACRES.
5. FINAL LOCATION OF SILT FENCE, DIVERSION DITCHES, ETC. SHALL BE ADJUSTED IN THE FIELD BY
CONTRACTOR BASED ON SITE CONDITIONS AND INSPECTOR'S RECOMMENDATIONS.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF
THE TOWN OF WAXHAW.
7. THE SITE SHALL BE GRADED DURING CONSTRUCTION TO ALLOW ALL STORM WATER TO DRAIN TO EROSION
CONTROL DEVICES.
8. ALL INLETS AND CATCH BASINS SHOULD BE PROTECTED AND MAINTAINED BY SILT SACK OR EQUAL INLET
PROTECTION IN ADDITION TO THE MEASURES SHOWN.
9. AN EROSION AND SEDIMENT CONTROL PLAN REQUIRED FOR ANY OFF-SITE BORROW OR WASTE AREA
ASSOCIATED WITH THIS SITE WILL BE CONSIDERED THE RESPONSIBILITY OF THE PERSON(S) FINANCIALLY
RESPONSIBLE FOR THE LAND DISTURBING ACTIVITY. THE DELEGATION OF THIS RESPONSIBILITY TO THE
CONTRACTOR IS CONSIDERED AN OWNER/CONTRACTOR AGREEMENT.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
PRE-CONSTRUCTION MEETING.
11.FOLLOWING EVERY RAINFALL EVENT GREATER THAN 0.5 INCHES, CONTRACTOR SHALL INSPECT AND REPAIR,
AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. THIS INCLUDES BUT IS NOT LIMITED TO SILT
FENCE, CONSTRUCTION ENTRANCES, SILT FENCE OUTLET DEVICES, AND INLET PROTECTION. TYPICAL
MAINTENANCE INCLUDES CHECKING FOR STRUCTURAL DEFICIENCIES SUCH AS UNDERMINING AND DEBRIS
BUILDUP AROUND SILT FENCE.
12.CONTRACTOR SHALL TAKE ALL PRACTICAL MEASURES TO MINIMIZE DISTURBED AREA AND TO ENSURE THAT
THE DISTURBED AREAS ARE STABILIZED WITH VEGETATION AS SOON AS POSSIBLE.
13.LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION
AND DOMESTIC WASTE, AND HAZARDOUS OR TOXIC WASTE AT LEAST 50 FEET AWAY FROM STORM DRAIN
INLETS AND SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO ALTERNATIVES ARE REASONABLY
AVAILABLE.
14.LOCATE EARTHEN-MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND
SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
15.SILT FENCE SHALL BE INSTALLED AT LEAST 5 FEET OFF THE TOE OF ALL FILL SLOPES.
16.SILT FENCE SHALL BE INSTALLED AT LEAST 10 FEET OFF THE TOE OF ALL FILL SLOPES GREATER THAN 10 FEET
IN HEIGHT.
17.ANY OFF-SITE BORROW AND 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
MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
18.ADDITIONAL MEASURES MAY BE REQUIRED - THE APPLICANT IS RESPONSIBLE FOR THE CONTROL OF
SEDIMENT ON-SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE
INSUFFICIENT, THE APPLICANT MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM
LEAVING THIS SITE.
19.NO CONCRETE WASHOUTS OR ANY SIMILAR TYPE USE MAY BE LOCATED WITH FIFTY (50') OF A CATCH BASIN,
DRAINAGE INLET OR ANY OTHER SIMILAR STRUCTURE.
20.AN EROSION CONTROL INSPECTION IS REQUIRED AT THE BEGINNING AND END OF EACH PHASE OF THE
EROSION CONTROL PLAN. UNTIL ONE PHASE IS INSPECTED AND PASSED ANOTHER CANNOT BEGIN.
TOWN OF WAXHAW EROSION CONTROL NOTES:
1.IF DISTURBING LESS THAN 1 ACRE, ADD THIS NOTE: GROUND COVER ON EXPOSED SLOPES SHALL BE APPLIED WITHIN
14 WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER FOR ALL
DISTURBED AREAS SHALL BE APPLIED WITHIN 15 WORKING DAYS OR 60 CALENDAR DAYS, WHICHEVER IS SOONER.
SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED
OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT
TO RESTRAIN EROSION.
2.IF DISTURBING 1 ACRE OR MORE, ADD THIS NOTE: AS REQUIRED BY THE NPDES GENERAL PERMIT NCG010000, ALL
PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL OTHER
DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND
STABILIZATION TIMEFRAME EXEMPTIONS CAN BE FOUND IN THE NPDES GENERAL PERMIT NCG010000 UNDER SECTION
2.B. GROUND STABILIZATION.
3.NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS REQUIRED TO INSTALL EROSION CONTROL MEASURES, MAY
COMMENCE PRIOR TO APPROVAL BY THE SEDIMENTATION AND EROSION CONTROL INSPECTOR.
4.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON SPECIFIC SITE CONDITIONS.
5.CONTACT THE TOWN OF WAXHAW DEVELOPMENT SERVICES DEPARTMENT, AT 704-843-2195, FOR A PRE-
CONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY.
6.REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES ONLY AFTER SITE IS FULLY STABILIZED AND
APPROVAL HAS BEEN OBTAINED FROM THE TOWN OF WAXHAW SEDIMENTATION AND EROSION CONTROL INSPECTOR.
7. ALL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH THE TOWN OF WAXHAW ENGINEERING, STANDARDS
AND PROCEDURES MANUAL, AND THE NCDEQ EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN
MANUAL, LATEST EDITION.
8.FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL MEET WITH THE TOWN OF WAXHAW SEDIMENTATION
AND EROSION CONTROL INSPECTOR PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL MEASURES.
9.SITE GRADING IS TO BE COVERED UNDER THE GENERAL STORMWATER PERMIT NCG010000. ANY LAND DISTURBING
ACTIVITY > 1 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL PERMIT UNDER THE NPDES. ANY
NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT BY TOWN OF WAXHAW.
10.CONTRACTOR IS TO KEEP STREET CLEAR OF MUD, DEBRIS AND/OR ANY OBJECTIONABLE MATERIAL WILL BE REMOVED
IMMEDIATELY PER TOWN OF WAXHAW ORDINANCE.
11.THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF NORTH CAROLINA WHO PREPARED THE EROSION
CONTROL PLAN IS SOLELY RESPONSIBLE FOR IDENTIFICATION AND LOCATION OF ALL ENVIRONMENTAL WETLANDS,
PERENNIAL AND INTERMITTENT STREAMS AND BUFFERS SHOWN ON THE PLANS.
12.THE TOWN OF WAXHAW IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND
ELEVATIONS, WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. THE TOWN OF WAXHAW, THROUGH
THE APPROVAL OF THIS DOCUMENT, ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF
THIS DOCUMENT.
13.SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS AFTER INITIAL ASPHALT SURFACE WORK IS
COMPLETED.
14.THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE LANDOWNER/AGENT OF A LAND DISTURBING ACTIVITY, ONE
ACRE IS REQUIRED TO SELF-INSPECT THE PROJECT. A SELF INSPECTION, AS WELL AS DOCUMENTATION OF A PROJECT
AFTER EACH PHASE OF THE PROJECT, IS REQUIRED. SELF INSPECTION REPORTS, APPROVED PLANS AND THE EROSION
CONTROL CERTIFICATE SHALL BE KEPT ON SITE AT ALL TIMES.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
MIN. ROOT BALL DIA.
24"2"12-14'
HEIGHT (RANGE)CALIPER
16'
MAX. HEIGHT MIN. ROOT BALL DEPTH
16"
NOTES:
1. REMOVE WIRE AND NYLON TWINE FROM
BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT
IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN
R.O.W. OR UPON REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND
DISPOSE OF IN A LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
SEEDING NOTES:
1.SCARIFY SOIL TO A DEPTH OF FOUR INCHES. REMOVE ALL CLUMPS,
STONES, AND FOREIGN MATERIAL.
2.APPLY LIME AT THE RATE OF 90 POUNDS PER 1000 SQUARE FEET
AND 0-14-14 FERTILIZER AT THE RATE OF 6 POUNDS PER 1000
SQUARE FEET. THOROUGHLY MIX WITH SOIL.
3.RAKE LAWN SMOOTH AND INSURE POSITIVE DRAINAGE.
4.APPLY 18-5-9 TURF GRADE FERTILIZER AT THE RATE OF 6 POUNDS
PER 1000 SQUARE FEET.
5.SEED SHALL BE FESCUE - REBEL APPLIED AT THE RATE OF 5 POUNDS
PER 1000 SQUARE FEET OR AN APPROVED EQUAL.
6.ROLL WITH A WEIGHTED ROLLER AND MULCH WITH 75 POUNDS
WHEAT STRAW PER 1000 SQUARE FEET.
PLANTING IN STREET RIGHT-OF-WAY GENERAL NOTES:
1. TREE GRATES AND ASSOCIATED IRRIGATION SYSTEMS REQUIRED BY TOWN
ARE TO COMPLY WITH THE TOWN ZONING REQUIREMENTS. ALL INSTALLATIONS
OF IRRIGATION SYSTEMS WITHIN THE RIGHT-OF-WAY OF STATE MAINTAINED
STREETS REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED THROUGH
NCDOT. TREES INSTALLED WITHIN TOWN MAINTAINED RIGHT-OF-WAY LIMITS
SHALL BE PER TOWN REQUIREMENTS. TREES INSTALLED WITHIN THE RIGHT OF
WAY OF STATE MAINTAINED STREETS REQUIRE A PLANTING PERMIT FROM
NCDOT. NCDOT'S REVIEW AND APPROVAL PROCESS MAY INCLUDE ADDITIONAL
REQUIREMENTS.
2. A DRAINAGE SYSTEM IS REQUIRED FOR ALL IRRIGATED PLANTING AREAS
LOCATED ADJACENT TO STREETS. ALL IRRIGATION/DRAINAGE SYSTEMS
REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED BY NCDOT FOR
STATE-MAINTAINED ROADS. CONTACT NCDOT FOR ADDITIONAL INFORMATION
REGARDING COST, SUBMITTAL AND LIABILITY INSURANCE COVERAGE
REQUIREMENTS.
3. LANDSCAPE INSPECTIONS MAY INCLUDE THE FOLLOWING:
SUBDRAINAGE INSPECTION
TREE PIT/WELL OR PLANTING STRIP INSPECTION
SOIL MIX APPROVALS/INSPECTIONS
TREE APPROVALS/INSPECTIONS
TREE PLANTING INSPECTION
IRRIGATION INSPECTION
FINAL WALK THROUGH
ALL INSPECTIONS SHALL BE PERFORMED BY TOWN AND/OR COUNTY.
STREET LIGHTING NOTES:
1. ALL PUBLIC STREET, SIDEWALK, AND OTHER COMMON AREAS OR
FACILITIES IN SHALL BE SUFFICIENTLY ILLUMINATED TO ENSURE THE
SECURITY OF PROPERTY AND THE SAFETY OF PERSONS USING SUCH
STREETS, SIDEWALK, AND OTHER COMMON AREAS OR FACILITIES.
2. STREETLIGHTS SHALL BE RATED A MINIMUM OF 9500-LUMEN, AND
SHALL BE 100 WATT HIGH PRESSURE SODIUM VAPOR LOCATED AT
ALL INTERSECTIONS AND MID-BLOCK LOCATIONS WITH INTERVALS
NOT EXCEEDING 250 FEET.
3. ALL STREETLIGHTS SHALL BE PLACED AT LEAST TWO (2) FEET
INWARD (I.E. AWAY FROM THE STREET) FROM THE SIDEWALK.
4. STREET LIGHTING, STREET SIGNS, MAILBOXES - WILL BE SIMILAR TO
EXISTING MILLBRIDGE DEVELOPMENT. (SEE PRELIMINARY
SUBDIVISION PLANS FOR PHASE 4)
LANDSCAPE GENERAL NOTES:
1. ALL PLANTS TO BE WELL FORMED SPECIMEN QUALITY WITH FULL, VIGOROUS GROWTH OF THE SIZE INDICATED. ALL TREES SHALL BE
NURSERY GROWN AND MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 1990, PART 1,"SHADE AND FLOWERING TREES").
MINIMUM TREE SIZE AT PLANTING IS 2" CALIPER, 8' TALL IF SINGLE STEM, MINIMUM 8' TALL AND 3 STEMS MAXIMUM IF MULTI-STEM.
MULCH IS REQUIRED; STAKING/GUYING IS OPTIONAL.
2. APPLY ANTI-TRANSPARENT TO EVERGREEN STOCK AND TO ALL DECIDUOUS STOCK IN LEAF PRIOR TO DIGGING OR SHIPPING.
3. BACKFILL PLANTS WITH A PREPARED SOIL MIX OF 8 PARTS TOPSOIL, 3 PARTS MULCH, AND ONE PART WELL ROTTED MANURE. ALL
STRAPPING AND TOP 2/3 OF WIRE BASKETS MUST BE CUT AWAY AND REMOVED FROM THE ROOT BALL PRIOR TO TO BACK FILLING
PLANTING PIT.
4. FERTILIZE WITH 6-6-12 FERTILIZER BEFORE MULCHING AT THE FOLLOWING RATES:
TREES: 1.5 POUNDS/CALIPER INCH
SHRUBS: .25 POUND /FOOT OF SPREAD
GROUND COVERS: 30 POUNDS/1000 SQUARE FEET
5. TREAT SOIL WITH HERBICIDE PRIOR TO PLANTING.
6. APPLY WATER AS NEEDED TO MAINTAIN HEALTHY GROWTH. CONTINUE UNTIL THE OWNER HAS ACCEPTED THE PROJECT.
7. APPLY 3" OF PINE STRAW MULCH IN ALL PLANTING BEDS AND A MIN 4' DIA. AROUND ALL NEW TREES.
8. BED LINES ARE TO BE SMOOTH FOR EASE OF MAINTENANCE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION.
10. QUANTITIES SHOWN ON THE PLANT SCHEDULE ARE FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
QUANTITIES AS SHOWN ON THE PLAN.
11. PLANTS ARE TO GUARANTEED ONE YEAR FROM THE DATE OF ACCEPTANCE. THE CONTRACTOR SHALL SUBMIT WRITTEN
INSTRUCTIONS TO THE OWNER FOR CARE OF THE MATERIAL. THE CONTRACTOR SHALL VISIT THE SITE PERIODICALLY AND NOTIFY
THE OWNER IN WRITING IF THESE INSTRUCTIONS ARE NOT BEING FOLLOWED. THE CONTRACTOR IS RESPONSIBLE FOR PLANT
MATERIAL UNTIL THE OWNER HAS ACCEPTED THE PROJECT.
12. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS: REMOVE COMPACTED SOIL
AND ADD 24" NEW TOPSOIL/PLANTING MIX OR UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX
STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE).
13. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL TOWN OF WAXHAW AND UTILITY COMPANY TO RESOLVE BEFORE PLANTING.
14. 15. MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM TREES).
15. ALL MULTI-STEM PLANTS MUST BE TERR FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL.
16. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING
PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
17. LARGE MATURING TREES MAY NOT BE PLANTED WHERE DISTRIBUTION OR TRANSMISSION LINES EXIST. IF TREES CONFLICT WITH
POWER LINES OR SIGNS, CALL TOWN OF WAXHAW PLANNING DEPARTMENT TO RESOLVE BEFORE PLANTING. SEE UTILITY PLANS TO
KEEP STREET TREES FROM BEING PLANTED ON OR CLOSE TO PROPOSED UTILITIES.
18. STREET TREES SHALL BE PLACED 40 FEET TO 65 FEET ON CENTER
19. SMALL MATURING TREES SHALL BE LOCATED INSIDE OF RIGHT-OF-WAY PLANTING STRIP.
20. EXTERIOR PERIMETER: EXISTING TREES EIGHT (8) INCHES OR LARGER DBH AND UNDERSTORY TREES FOUR (4) INCHES OR LARGER
DBH SHALL BE PRESERVED WITHIN TWENTY (20) FEET OF THE EXTERIOR PERIMETER OF ANY SUBDIVISION.
21. STREET TREES SHALL BE PLACED BETWEEN 40 FEET AND 65 FEET ON CENTER.
22. SMALL MATURING TREES SHALL BE LOCATED INSIDE THE RIGHT OF WAY IN PLANTING STRIP.
23. TREES SHALL BE SELECTED FROM THE APPROVED WAXHAW TREE SPECIES LIST AND MUST MATCH THE GENUS & SPECIES IDENTIFIED
FROM THE APPROVED SMALL MATURING TREE LIST(SECTION 9.21.15), PROVIDED THAT ADDITIONAL SPECIES MAY BE USED SUBJECT TO
SPECIFIC APPROVAL OF THE ADMINISTRATOR.
24. APPROVED GENUS AND SPECIES NAME SHOULD MATCH TREE SPECIES LIST.
QTY.BOTANICAL NAME COMMON NAME COND.MATURE HEIGHT MATURE WIDTH ROADWAY
STREET TREE PLANT SCHEDULE
20 B&B MILLBRIDGE PARKWAY
12 PROPOSED LIGHT POLE
SYM.
SYM.QTY.STRUCTURE NAME
25'25'2"8'
MIN. CALIPER MIN. HEIGHT
LINN COVEB&B25'25'2"8'
BUNKER HILL ROADB&B25'25'2"8'23
84 ACER, CAMPESTRE MAPLE, HEDGE
ACER TRUNCATUM MAPLE, PURPLE BLOW
ACER TRUNCATUM MAPLE, PURPLE BLOW
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATENO.community infrastructure consultants
REVISIONS PER TOWN OF WAXHAW COMMENTSCJH07/18/2018A616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
WGB
CJH
CJH
MAY 2018
C9.2
20170280.00.CL
PRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018MILLBRIDGE PHASE 7DFORLANDEAVOR LLC.9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273DETAILS- SHEET 3R
what Call below.
before
Know
you dig.
s
ACORN STYLE FIXTURE
STYLE "A" POLE
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATENO.community infrastructure consultants
REVISIONS PER TOWN OF WAXHAW COMMENTSCJH07/18/2018A616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
WGB
CJH
CJH
MAY 2018
C9.3
20170280.00.CL
PRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018MILLBRIDGE PHASE 7DFORLANDEAVOR LLC.9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273DETAILS - SHEET 4R
what Call below.
before
Know
you dig.
s
MODIFIED
722.1
SEE TABLE BELOW
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATENO.community infrastructure consultants
REVISIONS PER TOWN OF WAXHAW COMMENTSCJH07/18/2018A616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
WGB
CJH
CJH
MAY 2018
C9.4
20170280.00.CL
PRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018MILLBRIDGE PHASE 7DFORLANDEAVOR LLC.9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273DETAILS - SHEET 5R
what Call below.
before
Know
you dig.
s
COMPOST WATTLES N.T.S.
NOTES:
1. USE MINIMUM 12" DIA. COMPOST WATTLE. 20" WATTLES ARE ALSO SPECIFIED
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE
AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
3.STAPLE ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE.
RAINFALL EVENT. REPAIR ALL DAMAGE IMMEDIATELY.
INSPECT WATTLES AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
MAINTENANCE NOTES:
1.
SYNTHETIC MATTING MANNINGS N-VALUE = 0.025
STRAW WITH NET (JUTE) MANNINGS N-VALUE = 0.022
CONTRACTOR SHALL USE MATTING OUTLINED ABOVE OR TOWN OF WAXHAW APPROVED EQUAL
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATENO.community infrastructure consultants
REVISIONS PER TOWN OF WAXHAW COMMENTSCJH07/18/2018A616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
WGB
CJH
CJH
MAY 2018
C9.5
20170280.00.CL
PRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018MILLBRIDGE PHASE 7DFORLANDEAVOR LLC.9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273DETAILS - SHEET 6R
what
Call
below.
before
Know
you dig.
s
SILT FENCE OUTLET N.T.S.
LINE OF POST BEYOND
SUPPORT WIRE
4' MAX.
PLAN
SECTION A - A
ELEVATION
1.25'
8' MAX.
AT LOW POINTS
PLACE POST
SLOPE
HARDWARE CLOTH
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 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 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 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 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 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 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
PLAN VIEW LOCATION
SILT FENCE OUTLETSILT FENCE
DENUDED LIMITS
SEE SILT FENCE DETAIL FOR MAINTENANCE NOTES.
MAINTENANCE NOTES:
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 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 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 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 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 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 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
20'' WATTLE
STEEL SILT FENCE POST (TYP.)
STEEL SILT FENCE POST
SILT FENCE POST
STEEL SILT FENCE POST
1.25'
4'
20'' COMPOST WATTLE
20'' COMPOST WATTLE
COIR MATTING
(TYP.)COIR MATTING (TYP.)
1.25'
HARDWARE CLOTH
2'2'
2' OVERLAP FROM EDGE OF SILT FENCE
TO END OF WATTLE. WATTLE TO BE
INSTALLED AGAINST SILT FENCE TO
ENSURE NO WATER BYPASSES WATTLES.
A
A
RIP RAP SUMMARY CHART
OUTLET La
(ft)
W1
(ft)
W2
(ft)
T*
(ft)
H
(ft)
d50
(ft)
FES-BMP#1 20 9 23 0.56 2.00 0.25
FES-BMP#2 22 9 25 0.56 2.30 0.25
FES-100 15 9 9 0.56 2.00 0.25
FES-134 8 4 4 0.56 0.83 0.25
FES-200 15 9 9 0.56 2.30 0.25
20" COMPOST
WATTLE (TYP.)
SEE TABLE BELOW
SEE TABLE BELOW
N.T.S.TEMPORARY CHANNEL LINER
TEMPORARY CHANNEL LINERS AND EROSION CONTROL MATTING SPECIFICATION
1. SEE DIVERSION DITCH CHART FOR LINER TYPE AND WATTLE SPACING.
2. MIN. SHEAR STRENGTH: STRAW WITH NET (OR APPROVED EQUAL) - 1.45 LBS/FT²
CURLEX I (OR APPROVED EQUAL) - 1.75 LBS/FT²
CURLEX II (OR APPROVED EQUAL) - 2.25 LBS/FT²
PSRM (PERMANENT SOIL REINFORCED MAT) - 3.0 LBS/FT²
* ALL RATINGS ABOVE ARE MINIMUM SHEAR STRENGTH REQUIREMENTS FOR THE MATTING BASED ON UNVEGETATED CONDITIONS.
** RIPRAP IN CHANNELS AS REQUIRED PER THE ERODES SPREADSHEET MAY BE REPLACED WITH A COIR MATTING OR SYNTHETIC
MATTING AS LONG AS THE MATTING MEETS THE MINIMUM SHEAR STRESS AND VELOCITY REQUIREMENTS OF EACH INDIVIDUAL DITCH.
SHEAR STRESS REQUIREMENTS AND VELOCITY REQUIREMENTS FOR EACH DITCH ARE OUTLINED IN THE DITCH SCHEDULES.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATENO.community infrastructure consultants
REVISIONS PER TOWN OF WAXHAW COMMENTSCJH07/18/2018A616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
WGB
CJH
CJH
MAY 2018
C9.6
20170280.00.CL
PRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018MILLBRIDGE PHASE 7DFORLANDEAVOR LLC.9101 SOUTHERN PINE BLVD. CHARLOTTE, NC 28273DETAILS - SHEET 7R
what Call below.
before
Know
you dig.
s
12' MIN.6" MIN.
S14° 33' 34.82"W
10.24
L =7 1 .5 1 'R =5 0 .0 0 'L=40.14'
R=35.00'
S28° 46' 52.96"W
40.00
S17° 50' 35.73"W
25.73 S12° 33' 20.40"W
72.36N20° 05' 22.95"W48.02N
7
2
°

4
7
'

4
1
.
3
0
"W
7
4
.
5
2
L=31.93'
R=50.00'
FES-BMP#1
MH 1-BMP#1
BMP #1
FES-100
FES-134
MH-101
MH-135
616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
WGB
CJH
CJH
MAY 2018
C9.7
20160181.00.CL
FILE PATH:M:\Projects\Landeavor\2017028000CL - Millbridge Phase 7D Design\CADD\Plan Set\2017028000_C_SHT_DETAILS.dwgM:\Projects\Landeavor\2017028000CL - Millbridge Phase 7D Design\CADD\Plan Set\2017028000_C_SHT_DETAILS.dwg, CHORN, 7/18/2018 9:38:22 AMPRELIMINARY - DO NOT USE FOR CONSTRUCTION PLOT DATE: 7/18/2018MILLBRIDGE PHASE 7DFORLANDEAVOR LLC.9101 SOUTHERN PINE BLVD. CHARLOTTE, NC28273DETAILS - BMP#1R
what Call below.
before
Know
you dig.
s
R
what Call below.
before
Know
you dig.
s
PERMANENT POOL 545.50'
POND BOTTOM
541.00'
6:1 SLOP
E 3:1 SL
O
PE
2:1
S
L
O
P
E
2:1
S
L
O
P
E
2
:
1

S
L
O
P
E
1'-0"
6'-0"
3
:
1

S
L
O
P
E

T
Y
P
.
6:1 SLOPE
CSE
6' LITTORAL SHELF
4'
BOTANICAL NAME COMMON NAME SIZE QTY
SAGITTARIA LATIFOLIA DUCK POTATO 2"x5" PLUG 175
ACORNUS CALAMUS SWEETFLAG 2"x5" PLUG 159
HIBISCUS COCCINEUS SCARLET ROSE MALLOW 2"x5" PLUG 155
LOBELIA CARDINALIS CARDINAL FLOWER 129
CHELONE GLABRA WHITE TURTLEHEAD 127
2"x5" PLUG
2"x5" PLUG
TOTAL AREA: 2,943 SF
TOTAL PLANTS REQUIRED: 736 PLANTS (2,943 SF x 0.25)
TOTAL PLANTS PROVIDED: 745 PLANTS
BMP PLANTING NOTES
1. SIZE, QUALITY AND OVERALL HEALTH OF ALL PLANT MATERIAL USED SHALL
CONFORM TO THE LATEST EDITION OF ANSI Z60 "AMERICAN STANDARD FOR
NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERY AND
LANDSCAPE ASSOCIATION.
2. ALL PLANT MATERIALS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION
FOR (1) YEAR AFTER FINAL ACCEPTANCE OF ALL PLANT MATERIAL BY OWNER.
3. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION SHALL
CONFORM WITH TOWN OF WAXHAW AND UNION COUNTY STANDARDS.
4. IF BARE ROOT SPECIMENS ARE NOT TO BE USED WITHIN 4 DAYS, THEY SHOULD
BE PLANTED IN SUITABLE BEDS WITH THE ASSUMPTION THAT IT WILL BE A
WHILE BEFORE THEY CAN BE USED, AND THEY SHOULD BE PROVIDED WITH
CONDITIONS MAKING IT POSSIBLE FOR THEM TO SURVIVE AND GROW AS
OPTIMALLY AS POSSIBLE.
5. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY (SEVERAL TIMES
DAILY WHEN WEATHER IS HOT).
6. PIN ALL SUBMERGED/FLOATING PLANT MATERIAL SECURELY TO THE BOTTOM
OF POND WITH 12" BENT WIRE PINS.
7. CUT BACK TALL AND EASILY BROKEN LEAVES AND STEMS AT THE TIME OF
TRANSPLANTING.
8. NEWLY RECEIVED NURSERY STOCK AND DISTURBED TRANSPLANTS SHOULD
NOT BE EXPOSED TO DIRECT SUN ANY MORE THAN NECESSARY UNTIL THEY
ARE PLACED IN THEIR PERMANENT POSITIONS.
9. INSERT DRY FERTILIZER TABLETS OR SPIKES NEAR THE PLANTS AT THE TIME
OF TRANSPLANTING.
10. FENCE ENTIRE PLANTING AREA WITH 36" TALL PLASTIC FENCING WITH 1.5"x2"
OPENINGS. PLASTIC SHALL BE UV STABLE. COLOR SHALL BE BLACK. INSTALL
WITH STEEL POSTS SPACED AT 10' O.C. MAX. PIN THE BOTTOM LAYER OF THE
FABRIC TO THE GROUND WITH 10-12" PINS. FENCING TO REMAIN IN PLACE FOR
A PERIOD OF ONE YEAR POST INSTALLATION OF PLANT MATERIAL.
11. STAKE PLANTING ZONES PRIOR TO INSTALLATION AND VERIFY AREAS ON PLAN.
12. PLANTS ARE TO BE INSTALLED IN A RANDOM ARRANGEMENT WITHIN THEIR
GROUPS ZONES. INDIVIDUAL SPECIES MAY BE PLANTED TOGETHER IN GROUPS
OF 3 TO 5. PLANTS MAY ALSO BE PLANTED INDIVIDUALLY.
13. PLANT QUANTITIES ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO
INSTALLATION. PLANTS SHALL NOT BE COMPLETELY SUBMERGED WHEN
PLANTED.
GENERAL BMP CONSTRUCTION SEQUENCE NOTES
1. AFTER SITE HAS BEEN STABILIZED AND SEDIMENT BASIN IS READY TO BE CONVERTED TO WET
POND, DE-WATER BASIN, REMOVE ANY ACCUMULATED SEDIMENT AND LEGALLY DISPOSE OF
MATERIAL. MATERIAL MAY BE DISPOSED OF ON-SITE IN AREAS NOT REQUIRING STRUCTURAL
FILL.
2.EXCAVATE FOREBAY AND MAIN BAY OF BASIN. FINAL GRADE BASIN AND CONSTRUCT LITTORAL
SHELF. VERIFY GRADES CONFORM TO THE ELEVATIONS AT THE BOTTOM AND TOP OF THE
LITTORAL SHELF, THE PERMANENT POOL ELEVATION, AND TOP OF EMBANKMENT AND VERIFY
ALL GRADED ELEVATIONS ARE AS SHOWN ON THESE PLANS.
3.PROVIDE TEMPORARY SEEDING AS NEEDED TO STABILIZE SLOPES.
4.SUBMIT PRELIMINARY TOPOGRAPHIC SURVEY OF BASIN TO ENGINEER OF RECORD PRIOR TO
INSTALLATION OF PLANTS ALONG LITTORAL SHELF OR INSTALLATION OF PERMANENT
STABILIZATION MEASURES/SEEDING. CONTRACTOR SHALL NOT PERFORM ANY WORK BEYOND
THIS PHASE UNTIL APPROVAL OF PRELIMINARY TOPOGRAPHIC SURVEY IS GRANTED BY
ENGINEER OF RECORD.
5. REMOVE ANY TEMPORARY BLOCKAGES OR MODIFICATIONS TO CONTROL STRUCTURES
REQUIRED FOR EROSION CONTROL AND VERIFY STRUCTURES CONFORM TO DETAILS.
6.SPREAD TOP SOIL AMENDED WITH ORGANIC FERTILIZER TO A DEPTH OF 2" OVER ENTIRE
LITTORAL SHELF AND TILL INTO THE TOP 6" OF THE LITTORAL SHELF. CONTRACTOR SHALL
BREAK UP AND TILL ALL CLODS GREATER THAN 3" IN LARGEST DIMENSION AND INTEGRATE
WITH SOIL. ANY ROCKS, GRAVEL, AND DEBRIS LARGER THAN 1" IN LARGEST DIMENSION SHALL
BE REMOVED FROM LITTORAL SHELF AND DISPOSED OF PRIOR TO INSTALLING PLANTINGS PER
THE LANDSCAPE SCHEDULE. RECOMPACT SHELF USING HAND TOOLS AND VERIFY A UNIFORM
SURFACE WITH SLOPE OF 10:1 IS PROVIDED.
7.INSTALL PLANT MATERIAL PER BMP PLANTING PLANS. DO NOT INSTALL PLANTINGS WHERE
INFLOWS FROM STORM PIPES WILL DISLODGE OR DAMAGE PLANTS. ANCHOR PLANTINGS TO
SHELF USING SOD STAPLES OR COMPARABLE METHOD OR DEVICE.
8.APPLY FERTILIZER PER SPECIFICATIONS.
9.PROVIDE TEMPORARY IRRIGATION FOR WET POND PLANTINGS FOR A PERIOD OF NO LESS THAN
30 DAYS OR UNTIL ESTABLISHMENT. IF INSTALLATION OCCURS DURING SUMMER MONTHS
ADDITIONAL IRRIGATION BEYOND 30 DAYS WILL BE NECESSARY TO ESTABLISH PLANTINGS.
10.INSTALL MEASURES NECESSARY TO PREVENT DESTRUCTION OF VEGETATION BY WILDLIFE
SUCH AS GEESE AND DEER. MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TO: ORANGE
CONSTRUCTION FENCING, ALLIGATOR DECOYS, INSTALLATION OF HUMANE DETERRENT
DEVICES SUCH AS GOOSE GUARDIAN OR AWAY WITH GEESE UNIT.
11.PROVIDE AS-BUILTS OF BASIN. AS-BUILTS SHALL BE DONE PRIOR TO THE RELEASE OF THE BMP
POND.
12.MAINTENANCE EASEMENT SHALL BE RECORDED PRIOR TO THE RELEASE OF THE BMP POND.1'PERMANENT POOL
TEMPORARY POOL
OUTLET
BARREL
10.0'
(MIN.)
10'
47 DUCK
POTATO
31 SWEETFLAG
33 CARDINAL
FLOWERS
28 WHITE
TURTLEHEAD
27 SCARLET
ROSE MALLOW
MAIN POND
FORBAY
34 WHITE
TURTLEHEAD
32 WHITE
TURTLEHEAD
33 WHITE
TURTLEHEAD
32 CARDINAL
FLOWERS
32 CARDINAL
FLOWERS
32 CARDINAL
FLOWERS33 SCARLET
ROSE MALLOW
36 SCARLET
ROSE MALLOW
32 SCARLET
ROSE MALLOW
49 SWEETFLAG
30 SWEETFLAG
49 SWEETFLAG
50 DUCK
POTATO
25 DUCK
POTATO
49 DUCK
POTATO
3.00'COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATENO.community infrastructure consultants
REVISIONS PER TOWN OF WAXHAW COMMENTSCJH07/18/2018A616 COLONNADE DR
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
EMERGENCY/SECONDARY
STONE SPILLWAY
1" = 545.65'
2 YEAR = 547.43'
10 YEAR = 548.07'
27 SCARLET
ROSE MALLOW