SW3180302_H&H Waxhaw Hwy - 180418_20180423

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H:\2017\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039SD0.DWG PRINTED BY: TZOOK 4.18.18 @ 11:17 AM LAST SAVED BY: RBRELAND
NCC172039
OR/JO/RB/TZ
MAT
03/06/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

1 3/21/18 ODRTRC MEETING
COMMENTS
2 4/18/18 ATZNCDEQ COMMENTS
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA4/18/18
DELORME STREET ATLAS 2009 PLUS USA
CONTACT:MICHAEL THEBERGE, P.E.
OWNER/DEVELOPER
RHH LAND INVESTORS, LLC
2919 BREEZEWOOD AVENUE, SUITE 400
FAYETTEVILLE, NORTH CAROLINA 28303
CONTACT: BRYANT SPENCER
EMAIL: [e-mail]
PHONE: [phone]
FOR
H & H HOMES
ISSUED FOR CONSTRUCTION
SIGNATURE DATE SIGNATURE DATE
PROJECT #
REVISION DATE:
THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
FOR CONSTRUCTION WITHOUT (3) SIGNATURES
SIGNATURE DATE
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]
[e-mail]
TM
LOCATION MAP
REFERENCE INFORMATION
REFERENCES
BOUNDARY AND TOPOGRAPHIC SURVEY:
BOHLER ENGINEERING NC, PLLC.
"BOUNDARY & TOPOGRAPHIC SURVEY FOR WAXHAW HIGHWAY"
JOB#: NSC172039
DATE: 01/26/18
REVISED:
DELTA LAND SERVICES, INC.
"BOUNDARY AND TOPOGRAPHIC SURVEY WAXHAW COMMERCE LLC"
DATE: 6/09/17
REVISED: 12/21/2017
GEOTECHNICAL ENGINEERING REPORT:
ECS SOUTHEAST, LLC
"GEOTECHNICAL ENGINEERING REPORT WAXHAW HIGHWAY RESIDENTIAL"
JOB#: 08:12164
DATED: 04/27/2017
OFF-SITE DRAINAGE CALCULATIONS:
YARBROUGH-WILLIAMS & HOULE, INC.
"STORMWATER MANAGEMENT CALCULATIONS FOR COTTON FLATS"
DATED: 04/19/2016
GOVERNING AGENCIES
TOWN OF WAXHAW DEVELOPMENT SERVICES DEPARTMENT
1150 N. BROOME STREET
PO BOX 617
WAXHAW, NC 28173
CONTACT: DENNIS RORIE, P.E. - TOWN ENGINEER - DEVELOPMENT SERVICES DIRECTOR
PHONE: [phone]
EMAIL: [e-mail]
UNION COUNTY PUBLIC WORKS
500 N. MAIN STREET, STE. 400
MONROE, NC 28112
CONTACT: SCOTT HUNEYCUTT, PE - ENGINEERING DIVISION DIRECTOR
PHONE: (704) 704-296-4210
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]
NCDEQ
512 N. SALISBURY ST.
RALEIGH, NC 27699
CONTACT: ROBERT PATTERSON - ENVIRONMENTAL ENGINEERING REVIEWER
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]
STORM SEWER TOWN OF WAXHAW ENGINEERING DIVISION
1150 N. BROOME STREET
PO BOX 617
WAXHAW, NC 28173
CONTACT: DENNIS RORIE, PE.
EMAIL: [e-mail]
LOCATION OF SITE
8200 WAXHAW HIGHWAY (NC75), TOWN OF WAXHAW
PARCEL IDENTIFICATION: 05084001 & 05110062A
UNION COUNTY, NORTH CAROLINA
SHEET INDEX
SHEET TITLE SHEET NUMBER
COVER SHEET C-101
GENERAL NOTES AND LEGEND C-102 - C-103
ALTA SURVEY -
OVERALL DEMOLITION PLAN C-201
OVERALL SITE PLAN C-301
LOT LAYOUT PLAN C-302
PAVEMENT PLAN C-303
OVERALL GRADING PLAN C-401
GRADING PLAN C-402 - C-403
PERMANENT POND DETAILS C-404 - C-405
SOMER ST ROAD PLAN AND PROFILE C-406 - C-407
LOCAL ROAD A & B PLAN AND PROFILE C-408 - C-409
ALLEY ROAD A-F PLAN AND PROFILE C-410 - C-414
SIGHT DISTANCE EXHIBIT EX2-1
STORM SCHEDULES C-415
OVERALL UTILITY PLAN C-501
UTILITY PLAN & PROFILES C-502 - C-509
PRE- AND POST-DEVELOPMENT DRAINAGE AREAS C-601 - C-603
EROSION AND SEDIMENT CONTROL PLANS C-701 - C-704
OVERALL LANDSCAPE PLAN C-801
LANDSCAPE PLAN C-802
TREE PRESERVATION PLAN C-803
LANDSCAPE NOTES AND DETAILS C-804
LIGHTING PLAN (BY OTHERS)
SITE DETAILS C-901 - C-903
STORM DETAILS C-904 - C-905
UCPW DETAILS C-906 - C-907
E AND SC DETAILS C-908 - C-909
WAXHAW HIGHWAY CONSTRUCTION & STRIPING PLAN RD-2.0 - RD-2.1
WAXHAW HIGHWAY ROAD IMPROVEMENT AND GRADING PLAN RD-2.2 - RD-2.3
WAXHAW HIGHWAY ROAD SIGHT DISTANCE PROFILE RD-2.4 - RD-2.5
WAXHAW HIGHWAY ROAD SECTIONS RD-2.6 - RD-2.17
NCDOT DETAILS RD-3.0 - RD-3.1
SITE PLAN DOCUMENTS
NTS
SD0
C-101
COVER
SHEET
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTbC2
CeB2
WAXHA
W

H
W
Y

N
C

7
5
PROP. WET POND 2
±12,000SF LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 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 LOD LOD LOD LOD
LOD
GABION BASKET BAFFLE WALL
CLASS I - 10" DIAMETER RIPRAP
TOP = 622.0'
PROP. 6' POND
VEGETATED SHELF
W W W W W W W
W
W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E E OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OHOHOHWWWWWWWWWWWWSLSLSLSLSLSLSLSLSLSLSLSL SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLWL
WL
WL
WL
WL
WL
WL
WLSLSLSL SLPROP. 6" GV
PROP. 8" GV
PROP. 8" GV
PROP. 8"X6" TEE
PROP. 8"X2" TEE
SLSLPublic Road - AAlley EAlley E649649
6306356
4
0
64
5 645650650650
6
5
0
6276286296316326336346
3
6
6
3
7
6
3
8
6
3
96416426
4
3
6
4
4
6
4
4
64
6 64664
7 647648648649649635640645636637638639641642643644646647648620
625
617
618
619
621
622623624645645
650650650
6
5
0
641
642
643
644
646646
647647
648648
649649
649
6
4
9
650
650
6
4
9
649
649S S SSSSSS PERMANENT REINFORCED
CUT SLOPE STRUCTURAL DESIGN TBD
MAX SLOPE 1:1
MAX HEIGHT 10'
FFE 650.84
PAD 649.68
ASG 648.84
Δ 2.00
FFE 651.77
PAD 650.61
ASG 649.74
Δ 2.03
FFE 647.96
PAD 646.79
ASG 645.65
Δ 2.31
FFE 651.77
PAD 650.61
ASG 649.77
Δ 2.01
FFE 650.25
PAD 649.08
ASG 648.34
Δ 1.91
FFE 652.97
PAD 651.81
ASG 650.98
Δ 1.99
FFE 651.05
PAD 649.89
ASG 649.05
Δ 2.01 FFE 651.09
PAD 649.92
ASG 648.95
Δ 2.13
FFE 651.35
PAD 650.19
ASG 649.36
Δ 1.99 FFE 651.83
PAD 650.67
ASG 649.84
Δ 1.99 FFE 652.72
PAD 651.56
ASG 650.73
Δ 2.00
FFE 652.50
PAD 651.34
ASG 650.51
Δ 1.99 FFE 651.60
PAD 650.44
ASG 649.61
Δ 1.99 FFE 650.93
PAD 649.77
ASG 648.94
Δ 1.99
FFE 648.05
PAD 646.89
ASG 645.97
Δ 2.09
FFE 646.39
PAD 645.23
ASG 644.30
Δ 2.09
FFE 650.84
PAD 649.68
ASG 648.84
Δ 2.01
FFE 650.31
PAD 649.15
ASG 648.32
Δ 1.99
FFE 649.89
PAD 648.73
ASG 647.76
Δ 2.13
FFE 649.49
PAD 648.33
ASG 647.75
Δ 1.74
FFE 648.39
PAD 647.22
ASG 646.95
Δ 1.55
FFE 646.99
PAD 645.82
ASG 645.92
Δ 1.92
FFE 644.39
PAD 643.22
ASG 643.24
Δ 1.84
FFE 642.99
PAD 641.82
ASG 641.90
Δ 1.90
FFE 641.58
PAD 640.42
ASG 640.56
Δ 1.97
FFE 638.99
PAD 637.82
ASG 637.65
Δ 1.65
FFE 637.82
PAD 636.65
ASG 636.42
Δ 1.59
FFE 637.11
PAD 635.95
ASG 635.45
Δ 1.66
FFE 636.48
PAD 635.31
ASG 634.38
Δ 2.10
FFE 648.75
PAD 647.58
ASG 646.40
Δ 2.34
FFE 649.53
PAD 648.36
ASG 647.16
Δ 2.37
PAD 649.13
ASG 647.91
G 650.74
G 649.56
G 649.99
G 649.46
G 649.89
G 649.86
G 650.29
G 650.34
G 650.77
G 651.23
G 651.66
HP 652.06
HP 652.31
HP 651.76
G 651.91
G 651.44
G 650.54
G 649.87G 651.48
G 651.01
G 650.11
G 649.44
G 646.56
G 644.90
G 646.99
G 645.33
HP 647.55
HP 648.05G 650.71
G 649.78
G 649.29
G 648.83
G 648.40
G 648.82
G 649.35
G 650.28
G 651.11
G 651.11
G 650.71
G 650.28
G 649.78
G 649.35
G 651.11
G 651.11
G 649.18
G 648.75
G 648.43
G 648.00
G 647.32
G 646.89
G 645.92
G 645.49
G 643.32
G 642.89
G 641.92
G 641.49
G 640.52
G 640.09
G 637.92
G 637.49
G 636.75
G 636.32
G 636.05
G 635.62
G 635.41
G 634.98
HP 643.52 HP 643.72
HP 638.17
HP 638.32
G 648.88 G 648.12 G 647.33 G 646.55
G 649.23 G 648.46 G 647.68 G 646.90
G 616.50
PP 622.00
STM
B9
STM
B7
STM
B6
STM
B5
STM
B4
STM
B3
STM
B2
STM
B12
STM
B10
STM
A39
STM
A40
STM
A38
STM
A18
STM
A17
STM
A37
STM
A43
STM
A19
STM
B8
STM
B11
STM
B1
STM
C5 STM
C4
STM
C3
STM
C6
SAN
A10
SAN
A9
SAN
A8
SAN
A23
SAN
A6A
SAN
A5
SAN
A4
SAN
A3
SAN
A2
SAN
A1
SAN
EX5
SAN
A7
SAN
A6
STM
D4
STM
D3
STM
D2
STM
D1
BW 640.53
TW 642.35
BW 642.05
TW 642.20
BW 640.90
TW 642.05
BW 636.89
TW 641.90
BW 632.94
TW 641.74
WALL SPOTS ARE APPROXIMATE. SEGMENTAL
BLOCK RETAINING WALL WITH SAFETY RAIL.
SEPERATE ZONING PERMITS REQUIRED.
SEPERATE STRUCTURAL PERMIT REQUIRED
PERMANENT FILL SLOPE
MAX SLOPE 2:1
MAX HEIGHT 10'
PERMANENT FILL SLOPE
MAX SLOPE 2:1
MAX HEIGHT 10'Alley FAlley EAlley EProp
.

S
o
m
e
r

S
t
CONSTRUCTION
NOT APPROVED FOR
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:\2017\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039GP0.DWG PRINTED BY: TZOOK 4.18.18 @ 11:19 AM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/06/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

1 3/21/18 ODRTRC MEETING
COMMENTS
2 4/18/18 ATZNCDEQ COMMENTS
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA4/18/18
1"=30'
0 307.51530
1" = 30'
GP0
C-403
GRADING PLANNAD83MATCHLINE - SHEETC-402MATCHLINE - SHEETC-405
N16°02'35"W 449.30'N88°54'03"E
1147.84'TuBTbC2PROP. WET POND 1
±44,900SF
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPROP. 20'X11.5' EMERGENCY
SPILLWAY WEIR
CREST ELEV.=635.5'
PROP. 4'X4' POND
OUTLET CONTROL WEIR
CREST ELEV.=635.0'
PROP. CLASS I - 15" THICK
RIPRAP ARMOR FOR
FOREBAY BERM
ELEV.=630.5'
WIDTH=8'
PROP. 6' POND
VEGETATED SHELF
PROP. CHAINLINK POND
FENCE WITH GATE DOORS
625625630630630630
635635635635
640640
645
650
655 624624626626627627627627628628 628628629629629 629631
631632
632633
633634
634636636
636637637638638639639
641642643644
646647648649
651652653654
656
630
630
635
635
640
64
0
64
5
650
629
629
631
631632
632633
633634
634
636
636637
637
638
638
639
639
641
64
164264364
4
646
647
648
649
651
6
5
0
6
5
0655651652653654656657657658658
G 623.50
G 627.00
PP 631.50
PERMANENT CUT SLOPE
MAX SLOPE 2:1
MAX HEIGHT 14.0'
STM
A22
STM
A23
STM
A2
STM
A21
STM
A20
STM
A45
STM
A-MH1
STM
A1
STM
A-OCS
STM
A-OUT
BW 633.91
TW 638.47
BW 630.00
TW 630.76
PERMANENT FILL SLOPE
MAX SLOPE 2.5:1
MAX HEIGHT 10'
PERMANENT FILL SLOPE
MAX SLOPE 2:1
MAX HEIGHT 10'
PERMANENT FILL SLOPE
MAX SLOPE 2:1
MAX HEIGHT 10'
SHELF TOP 631.50
SHELF BOTTOM 630.50
INFLOW
WET POND 1 (WEST) CROSS SECTION
NTS (10:1 VERTICAL EXAGGERATION)
50-YEAR 6 HOUR STORM @ ELEVATION 634.32'
TEMPORARY POOL (1" WQV) @ ELEVATION 632.50'
PERMANENT POOL @ ELEVATION 631.50'
2-YEAR 6 HOUR STORM @ ELEVATION 632.51'
ANTI-SEEP COLLARS
2:1 SIDE SLOPES
2:1 SLOPES UNDER PERMANENT POOL
6' WIDE, 6:1 VEGETATED SHELF
20' WIDE CIPOLETTI SPILLWAY ELEV. 635.50'
LINED WITH 18" THICK CLASS 1 RIP-RAP
BOTTOM OF POND ELEV. 623.50'
SEDIMENT CLEANOUT ELEV. 624.00'
TOP OF POND ELEV. 636.00'
CLASS 1, 15" THICK RIP-RAP
DIMENSIONS SHOWN ON SHEET C-4.1
DRAWDOWN PIPE
MAX 3:1 SLOPES FOR TEMPORARY POOL
2:1 AND 3:1 SLOPES ABOVE TEMPORARY POOL (SEE PLAN)
BOTTOM OF POND ELEV. 627.0'
SEDIMENT CLEANOUT ELEV. 627.50'
AFTER STABILIZATION BUT PRIOR TO PAVING, POND
TO BE DREDGED AND CONVERTED FROM SKIMMER
SEDIMENT BASIN TO PERMANENT WET POND.
PUMP TO DRAIN IF
NECESSARY FOR POND
MAINTENANCE
OUTFLOW
1-YEAR 24 HOUR STORM @ ELEVATION 632.84'
10-YEAR 6 HOUR STORM @ ELEVATION 633.53'
WET POND 1 (WEST)
SPILLWAY DETAIL
NTS
CIPOLETTI EMERGENCY
SPILLWAY ELEV. 635.50'
18" THICK CLASS 1 RIP-RAP
3:1 SIDE SLOPES
TOP OF POND ELEV. 636.00'
20'
WET POND 1 (WEST) RISER STRUCTURE
NTS
TOP OF POND ELEV. 636.00'
TOP OF RISER ELEV. 635.00'
4' X 4' BOX STRUCTURE
(INTERNAL DIMS)
PERMANENT POOL ELEV. 631.50'
5'X5'X1.5' CONCRETE BALLAST PAD
(INCLUDING PRECAST BOX WALLS
AND BOTTOM SLAB, FILL BOTTOM
OF STRUCTURE TO 1.5' BELOW
OUTLET CULVERT WITH CONCRETE
AND PROVIDE SMOOTH FINISH AT
INVERT OF STRUCTURE)
NOTES:
SEE NCDOT STANDARDS FOR
OUTLET STRUCTURE BOX, GRATE,
REINFORCING, ETC.
ALL CONCRETE TO BE 3,600 PSI
COMPRESSIVE STRENGTH.
CONVERT HOLE FROM SKIMMER
TO PERMANENT 3" ORIFICE WITH
ANTI-CLOGGING DRAWDOWN
ASSEMBLY WHEN SKIMMER BASIN
CONVERTED TO WET POND
ELEV. 631.50'
FABRICATED ALUMINUM BAR
GRATE TRASH RACK WITH
5"X5" OPENINGS
18" OUTLET CULVERT
ELEV. 630.50'
CONVERT HOLE FROM SKIMMER
TO PERMANENT 3" ORIFICE
WHEN SKIMMER BASIN
CONVERTED TO WET POND
ELEV. 631.50'
18" OUTLET CULVERT
ELEV. 630.50'
12"X6" RECTANGULAR WEIR
ELEV. 633.00
12"X6" RECTANGULAR WEIR
ELEV. 633.00
1.5'5'
CONSTRUCTION
NOT APPROVED FOR
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:\2017\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039GP0.DWG PRINTED BY: TZOOK 4.18.18 @ 11:34 AM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/06/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

1 3/21/18 ODRTRC MEETING
COMMENTS
2 4/18/18 ATZNCDEQ COMMENTS
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA4/18/18
1"=30'
0 307.51530
AS NOTED
GP0
C-404
PERMANENT
POND DETAILS
(WEST)NAD83VARIESVARIES10'10'
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
NOTES:
1.DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
MIN. 6" PVC PIPE
18" MIN.PLUG TOP AT TOP OF RISER STRUCTURE
MIN. 1" THICK RED STRIPE AT 1' DEPTH MARKER
MIN. 1/2" THICK STRIPES AT 1' INTERVALS
BOTTOM OF POND/FOREBAY
MATCHLINE - SHEET C-402
1
SSSSSSSSSSSSN88
°
5
2
'
0
6
"
E

1
5
7
3
.
9
9
'
C2
WAXHA
W

H
W
Y

N
C

7
5
PROP. WET POND 2
±12,000SF
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD LODLOD
LOD
LO
DLODLODLODLODLODLODPROP. 4'X4' POND
OUTLET CONTROL WEIR
CREST ELEV.=624.75'
PROP. 20'X10' EMERGENCY
SPILLWAY WEIR
CREST ELEV.=625.5'
GABION BASKET BAFFLE WALL
CLASS I - 10" DIAMETER RIPRAP
TOP = 622.0'
PROP. CHAINLINK POND
FENCE WITH GATE DOORS
PROP. 6' POND
VEGETATED SHELF
OH OH OH OH OH OH OH OH630627628629631632620
625
617
618
619
621
622623624
PERMANENT REINFORCED
CUT SLOPE STRUCTURAL DESIGN TBD
MAX SLOPE 1:1
MAX HEIGHT 10'
G 616.50
PP 622.00
STM
B3
STM
B2
STM
B12
STM
B10
STM
B-OCS
STM
B-MH1
STM
B11
STM
B1
STM
B-OUT
STM
C5 STM
C4
STM
C3
STM
C6 STM
C2
STM
EX1
STM
C1
STM
- (134)
SAN
A3
SAN
A2
SAN
A1
SAN
EX5
SHELF BOTTOM 621.00
SHELF TOP 622.00
WET POND 2 (EAST) CROSS SECTION
NTS (10:1 VERTICAL EXAGGERATION)
2:1 SLOPES UNDER PERMANENT POOL
(SEE PLAN)
2:1 SLOPES UNDER PERMANENT POOL (SEE PLAN)
3:1 SLOPES ABOVE PERMANENT POOL
6' WIDE, 6:1 VEGETATED SHELF
6' WIDE, 6:1 VEGETATED SHELF
GABION BASKET BAFFLE WALL (NCDOT SPEC 16-160)
SPILLWAY AT PERMANENT POOL ELEVATION
TOP OF POND = 626.00'
BOTTOM OF POND = 616.50'
TOP OF SEDIMENT STORAGE = 617.00'
TOP OF RISER STRUCTURE = 624.75'
EMERGENCY SPILLWAY ELEV = 625.50'
LINED WITH 18" THICK CLASS B RIP-RAP
PUMP TO DRAIN IF
NECESSARY FOR POND
MAINTENANCE
3:1 SLOPES TO TEMPORARY POOL
EMBED BOTTOM OF
GABION BASKET
WALL ±1'ARMOR BOTTOM OF
WALL WITH CLASS I
RIP-RAP
AFTER STABILIZATION BUT PRIOR TO PAVING, POND
TO BE DREDGED AND CONVERTED FROM SKIMMER
SEDIMENT BASIN TO PERMANENT WET POND.
SEDIMENT DEPTH
MARKER
3'INFLOW
6'
ANTI-SEEP COLLARS
OUTFLOW
TEMPORARY POOL (1" WQV) @ ELEVATION 623.00'
50-YEAR 6 HOUR STORM @ ELEVATION 624.72'
PERMANENT POOL @ ELEVATION 622.00'
2-YEAR 6 HOUR STORM @ ELEVATION 622.98'
10-YEAR 6 HOUR STORM @ ELEVATION 623.81'
SEASONAL HIGH WATER TABLE @ ELEVATION 621.50'
1-YEAR 24 HOUR STORM @ ELEVATION 623.10'
WET POND 2 (EAST)
SPILLWAY DETAIL
NTS
CIPOLETTI EMERGENCY
SPILLWAY ELEV. 625.50'
18" THICK CLASS 1 RIP-RAP
3:1 SIDE SLOPES
TOP OF POND ELEV. 626.00'
20'
4' X 4' BOX STRUCTURE
(INTERNAL DIMS)
NOTES:
SEE NCDOT STANDARDS FOR
OUTLET STRUCTURE BOX, GRATE,
REINFORCING, ETC.
ALL CONCRETE TO BE 3,600 PSI
COMPRESSIVE STRENGTH.
FABRICATED ALUMINUM BAR
GRATE TRASH RACK WITH
5"X5" OPENINGS
15" OUTLET CULVERT
INV. 615.15'
CONVERT HOLE FROM SKIMMER
TO PERMANENT 1.75" ORIFICE
WHEN SKIMMER BASIN
CONVERTED TO WET POND
ELEV. 622.00'
5'
PERMANENT POOL ELEV. 622.00'
TOP OF RISER ELEV. 624.75'
TOP OF POND ELEV. 626.00'
PERMANENT 3" SECONDARY ORIFICE
ELEV. 622.98'
CONVERT HOLE FROM SKIMMER
TO PERMANENT 1.75" ORIFICE
WHEN SKIMMER BASIN
CONVERTED TO WET POND
ELEV. 622.00'
PERMANENT 3" SECONDARY ORIFICE
ELEV. 622.98'
5'X5'X3' CONCRETE BALLAST PAD
(INCLUDING PRECAST BOX WALLS
AND BOTTOM SLAB, FILL BOTTOM
OF STRUCTURE TO 3' BELOW
OUTLET CULVERT WITH CONCRETE
AND PROVIDE SMOOTH FINISH AT
INVERT OF STRUCTURE)3'WET POND 2 (EAST) RISER STRUCTURE
NTS
CONSTRUCTION
NOT APPROVED FOR
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:\2017\NCC172039\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172039GP0.DWG PRINTED BY: TZOOK 4.18.18 @ 11:35 AM LAST SAVED BY: TZOOK
NCC172039
OR/JO/RB/TZ
MAT
03/06/18

MAIN STREET
STATION
RHH LAND
INVESTORS, LLC
8200 WAXHAW HWY (NC 75)
WAXHAW, NC
JACKSON TOWNSHIP
UNION COUNTY

1 3/21/18 ODRTRC MEETING
COMMENTS
2 4/18/18 ATZNCDEQ COMMENTS
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone:[phone]
Fax:[phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DEWASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICES2018 BOHLER ENGINEERING043610
MICHA
E
L A . T H E B ERGESEAL
E
NG I N E E RPRO F E SS IO
N
ALNOR T H CAROLI
NA4/18/18
AS NOTED
GP0
C-405
PERMANENT
POND DETAILS
(EAST)
1"=30'
0 307.51530NAD83VARIESVARIES10'10'
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
NOTES:
1.DRAW DOWN ASSEMBLY SHALL NOT BE INSTALLED UNTIL WET DETENTION BASIN IS
STABILIZED.
MIN. 6" PVC PIPE
18" MIN.PLUG TOP AT TOP OF RISER STRUCTURE
MIN. 1" THICK RED STRIPE AT 1' DEPTH MARKER
MIN. 1/2" THICK STRIPES AT 1' INTERVALS
BOTTOM OF POND/FOREBAY
MATCHLINE - SHEETC-4031