20201545 Ver 1_Pre-Filing Meeting Request Attachment_20201022

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T
DO NOT USE FOR CONSTRUCTION
90 PLANS%
Masonic temple
FOR CONSTRUCTION
PLANS PREPARED BY:
Landscape Management
CMU
CDOT - Implementation
Engineering Services
Construction Administration
Contract Administration
Bid Set No.
CITY ENGINEER
APPROVED _________________ ________
DATE
Project Features:
Construction Plans of Proposed
CONVENTIONAL SIGNS
2018 STANDARD SPECIFICATIONS
VICINITY MAP
NTS
Proposed Guardrail ...................................................................
Proposed Rip Rap Ditch ..............................................................
Proposed Asphalt Pavement ........................................................
Proposed Pavement Removal ......................................................
Proposed Gravel ...........................................................................
Tree Protection .............................................................................
Guy Wire ............................................................................................
Accessible Ramp ...................................................................................
Existing Water Meter .............................................................................
Fence ................................................................
Existing Drop Inlet..................................................................................
Existing Utility Pole ................................................................................
Existing Storm Drainage ...............................
New Property Line ..................................
Slope Stake Line .............................................
Existing Property Line ...................................
Existing Gas Line ...........................................
Existing Underground Telecommunications
Existing Sanitary Sewer ................................
Proposed Storm Drainage .............................
Existing Water Line .......................................
Existing Gas Valve .................................................................................
Existing Sanitary Sewer Manhole .........................................................
Existing Water Valve .............................................................................
Existing Storm Drain Manhole ..............................................................
Proposed Storm Drain Manhole ...........................................................
Existing Telephone Manhole .................................................................
Existing Catch Basin ..............................................................................
Proposed Catch Basin ............................................................................
Existing Light Pole .................................................................................
Temporary Construction Easement .............
Proposed Drop Inlet................................................................................
Existing Fire Hydrant ............................................................................
Iron Pin ....................................................................................................
ENGINEERING & PROPERTY
MANAGEMENT
____________
RECOMMENDED
Existing Structures .........................................
Horz. Profile ............
Vert. Profile .............
Plan View .................
GRAPHIC SCALES
602040
602040
1248
Cross Section ...........
301020
Proposed Light Pole ................................................................................
Proposed Utility Pole ..............................................................................
Existing Underground Electric .....................
Proposed Telephone Manhole ...............................................................
Existing Electric Manhole .....................................................................
Proposed Electric Manhole ...................................................................
Proposed Fire Hydrant ..........................................................................
Existing Tree ...........................................................................................
Storm Water Services
Planning
Proposed Sanitary Sewer Manhole .......................................................
Sidewalk/Utility Easement .....................
Storm Drainage Easement ............................
Maintained as R/W Line ................................
Utility Coordinator
Proposed Curb & Gutter, Conc. Drive, Sidewalk ...................
Proposed Sidewalk Bridging Tree Roots ..................................
Silt Fence .....................................................................................
CDOT - Design
PE SEAL
Record Drawings
Brown-Grier Road Improvement Project
Handbook dated 2014, and as amended by the contract provisions and these plans.
Standard Specifications for Roads and Structures dated January 2018, Work Area Traffic Control
The project shall be constructed in accordance with North Carolina Department of Transportation
SURVEY PREPARED BY:
C/F
WM
WV
GV
S
D
T
E
E
ACC
CITY OF CHARLOTTE SURVEY-MAPPING-GIS FROM
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR
THIS PROJECT IS BASED ON STATE PLANE COORDINATES
WITH NAD 83(2011) STATE PLANE COORDINATES OF
THE AVERAGE COMBINED GRID FACTOR USED ON THIS
VERTICAL DATUM: NAVD 88
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL
NORTHING: 516377.5971 EASTING: 1416634.5664 Project Name: Brown-Grier Road Improvement ProjectPROJECT SITESte
ele Creek RdGallant LnB
row
n G
rier R
dHill DrCedar LOCATION MAP
NTS
Project No. 512-16-019
Asphalt Milling ............................................................................
Sidewalk Cross Slope Transition ................................................
ESTABLISHED BY: CALYX FOR MONUMENT "CALYX GPS-7"
ELEVATION NAVD: 663.63
PROJECT (GROUND TO GRID) IS: 0.888847311 Project Number: 512-16-019 90% PlansINDEX OF SHEETS
Plan ................................................................................... 4-25
Cover Sheet ....................................................................... 1
General Notes .................................................................... 2
Profile ................................................................................ 26-39
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MPI-485 OFF RAMP17
18
19
20
21
24
25
23
22
I-77
TO
NAD 83S. TRYON STREET
TO
PROJECT LENGTH = 2.11 MILES
SANDY PORTER ROAD = 0.87 MILE
BROWN-GRIER ROAD = 1.24 MILES
DISTANCES. DATE RANGE OF SURVEY: 1/28/16 TO 8/02/18
Cross Sections .................................................................. X-1 - X-49
Sidewalk, Erosion Control, Traffic Control, Pavement Marking
Grading, Paving, Drainage, Box Culvert, Concrete Curb & Gutter,
SANDY PORTER ROAD: 35 MPH
BROWN-GRIER ROAD: 45 MPH
SPEED LIMIT
Typical Sections and Details ............................................ 3-3R
TOTAL SHEETS 254
SHOPTON ROAD
TO
SR 1143-L- BRO
W
N-GRI
ER ROAD
NC 160-Y2- STEELE CREEK ROAD-Y3- CEDAR HILL DRIVE-Y4- GRIERS FORK ROAD-Y5- GALLANT LANE DRIVE
-Y7- ARCO CORPORATE
-Y8- WILLIAMS GLENN ROAD
SR 1142-Y1- SANDY PORTER ROAD-Y1- SANDY PORTER ROAD STA. 93+96.71
-L- BROWN-GRIER ROAD STA. 64+09.35=
TIE EQUALITY
STEELE CREEK DRI
VE-Y6A- WHI
TEHALL PARK
-Y1- Sta. 124+85.72
Limit of Construction
-Y1- Sta. 79+09.57
Limit of Construction
-L- Sta. 78+55.52
End Project
-L- Sta. 13+02.92
Begin Project
Drainage Profiles .............................................................. DP-1 - DP-17
Utility By Others Plans .................................................... UBO-1 - UBO-22
Water and Sewer Relocation Plans ................................ UC-1 - UC-31
Erosion Control Plans ..................................................... EC-1 - EC-25
Traffic Control Plans ....................................................... TCP-1 - TCP-34
Pavement Marking Plans ................................................ PM-1 - PM-5
Right of Way Data Sheets ................................................ R-1 - R-2
ARROWOOD ROAD
SR 1143
Proposed Edge of Pavement ..........................
Utility Easement ............................................
OCTOBER 2020
GENERAL SERVICES
Curb Return Profile ......................................................... 40-45
Storm Sewer Data Table .................................................. 3S-3X
formerly CALYX Engineers & Consultants
NC License # F-1333
P: 704.537.7300 www.NV5.com
CHARLOTTE, NC 28227
7500 E. INDEPENDENCE BLVD, STE 100
NV5 ENGINEERS & CONSULTANTS, INC.
DB 13226 PG 285
DB 30791 PG 419
DB 11476 PG 804
DB 25488 PG 256
DB 23290 PG 41D.R. HOMES, INC.
SANTOS MAXIMO LIZMA
BRYAN E. SLATNER, MARRIED
DUNG NGUYENTU T. NGUYEN AND WIFE,
DB 9888 PG 499DARRYL R. HANEY
DONNIEKA J. SMITH, UNMARRIED
DB 9776 PG 7SANDRA ADAMS
BENINU ADAMS AND WIFE,
ST SIGN
35’X35’SI
GHT TRI
ANGLE1
0’X7
0’
SI
GHT
T
RI
ANGL
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X
35’ SIG
H
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A
N
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LE35’X35’ SIGHT TRIANGLE10’X70’ SIGHT TRIANGLEEIP
EIP
DB 23858 PG 351CMU PERMANENT UTI
LI
TY EASEMENTDB
2
3
8
58 PG 34
3CMU PERMANENT UTI
LI
TY EASEMENTformerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.STEPPI
NG STONESST SIGNSHEDCONC PATI
OPLANTERTRANSFORMERWMSTACKED BRI
CKCONCCONC4’ WOOD PI
CKET FENCEWOOD PLANTERWOOD PLANTER1 STORY PARTIAL BRICK
DWELLING
2 STORY PARTIAL BRICK
DWELLING
2 STORY PARTIAL BRICK
DWELLING
DWELLING
DWELLING
1 STORY PARTIAL BRICK
DWELLING
1 STORY FRAME
2 STORY FRAME
CONCTEL PEDTEL PEDCONC SW
CONC SWTEL PEDCONC SW
CONC
CONCCONC
CONC SW
CONC PATI
OCONC SW AT&T HHMBMBMBMBTEL PEDCONC SWCONC PATI
OCONC PATI
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4’ WOOD FENCE
1 STORY WOODSHED1 STORYCDOT HUBCONC PADFHCDOT CAMERACONC SW
2’ SHALLOW CURB
2’ SHALLOW CURB
2’ SHALLOW CURB
FH
S
S
S
S WMWMHWM
WM
W
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(POSSI
BLE)
WV
WV
WV
WV
FHTRAFFIC POLESIGNAL POLE CROSSING
TRAFFIC POLESIGNAL POLE CROSSING
TRAFFIC POLESIGNAL POLE CROSSING
WM
WM
WV
WM
WM
WV
WV
WV
WVWVWM
WVWVWM
WV
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PLANTERWOODDO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_04.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’NAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD BROWN-GRIER ROAD STA. 16+00.00MATCHLINE SHEET 54RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE »¿TO STA. 16BEGINNING OF PROJECTA
C
C-1
ACC-2
SPECIAL CUT DITCH
( Not to Scale)
Ground
Natural
4:1D
4:1
Slope
Ditch
Front
DETAIL A
Min. D= 1.5 Ft.
FROM -L- STA. 14+00 TO 16+50 LT
SEE DETAIL A
SPECIAL CUT DITCH
1
2
BROWN GRIER ROAD
PARCEL ID: 20148107
DB 33367 PG 387
RALPH S. GRIER, TRUSTEE
BROWN GRIER ROAD
PARCEL ID: 20110509
DB 33367 PG 387
RALPH S. GRIER, TRUSTEE
PT Sta. 12+60.56
P
C Sta. 10+82.88
T = 181.66’
R = 600.00’
L = 352.78’
PI Sta 12+64.54
D
R = 1,838.51’
T = 130.50’
L = 260.56’
D
PI Sta 11+30.50
AND GUTTER
2’-6" CURB
62’107’+74.00.02+00.00.028’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH+24.00(EXIST) .01111+00 +50.00(EXIST) .0193.00’ RT
+48.00
82.89’
12+00
13+00
14+00 15+00 16+00
8.00’ RT
+48.00
11’
11’
11’
12’
SR 1143
3110.30’
AND GUTTER
2’-6" CURB 11+0012+0013+0
0
1
4
+001
5
+00-L- BROWN-GRIER ROAD
-Y2- STEELE CREEK ROAD STA. 12+99.33
-L- BROWN-GRIER ROAD STA.12+94.78 =
TIE EQUALITY
-L- BROWN GRIER ROAD
-Y2- STEELE CREEK ROAD
-L- STA 13+02.92
BEGIN PROJECT
35’ R
75’ R
120’ R 48’ R
630’ R
31.00’ RT
+10.86
31.00’ LT
+62.53
360’ STORAGE
-Y2- STEELE CREEK ROADPT Sta. 14+35.6743.93’ LT
+32.79
23.82’ RT
+89.51
2.5’ R
12’
19.77’ RT
STA. 14+91.82
-Y2- STEELE CREEK RD
END CURB AND GUTTER
10’ R
34.07’ RT
STA. 12+04.89
-Y2- STEELE CREEK
AND GUTTER
END CURB
10’ R
30.72’ RT
+12.09
16.70’ RT
+84.63
SAWCUT
.02.02
EIP
EIP formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.W/2T
ESP CONTROL POINT
SS
DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_05.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’HH NAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD BROWN-GRIER ROAD STA. 16+00.00MATCHLINE SHEET 4BROWN-GRIER ROAD STA. 21+50.00MATCHLINE SHEET 65RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE »¿TO STA. 21»¿STA. 160CB
CB
CB
CB
502
501
503
504
505
62 LF412 LF 32 LF32 LF4" PERFORATED PVC DRAIN PIPE
MH
50733 LFSPECIAL CUT DITCH
( Not to Scale)
Ground
Natural
4:1D
4:1
Slope
Ditch
Front SPECIAL CUT DITCH
( Not to Scale)
Ground
Natural
4:1D
4:1
Min. D= 2 Ft.
Slope
Ditch
Front
FROM -L- STA. 16+50 TO 20+00 LT
Min. D= 2 .5 Ft.
FROM -L- STA. 20+00 TO 21+15 LT
DETAIL B
DETAIL C
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL C
SPECIAL CUT DITCH OEP
DRAIN PIPE
4" PERFORATED PVC
132 LF15" RCP-IV15" RCP-IV 30" RCP-IV30" RCP-IV30" RCP-IV24" RCP-IVPAVEMENT REMOVAL
DB 10462 PG 781
ANNA D. KIXMILLER
RANDOLPH L. KIXMILLER AND WIFE,
2
1
3
4
BROWN GRIER ROAD
PARCEL ID: 20148107
DB 33367 PG 387
RALPH S. GRIER, TRUSTEE
BROWN GRIER ROAD
PARCEL ID: 20148108
DB 32504 PG 314
PRINGLE SQUARE LLC
BROWN GRIER ROAD
PARCEL ID: 20110509
DB 33367 PG 387
RALPH S. GRIER, TRUSTEE
13430 BROWN GRIER ROAD
PARCEL ID: 20110508
DB 09329 PG 831
ANNA D. KIXMILLER
RANDOLPH L. KIXMILLER AND WIFE,
AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB
375’ STORAGE 15:1 TAPER
8’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH
11’
11’
11’
107’
62’
11’
11’
11’
11’
15’
9.00’ LT
+73.00
3.00’ RT
+91.50
AND GUTTER
1’-6" CURB
CLD STD. 10.25A
15’ DRIVE
STA. 21+44.67
12’
16+00 17+00 18+00
19+00 20+00 21+00
SR 1143
3110.30’
-L- BROWN-GRIER ROAD
12’.02.02.02.02
ST SIGN
25’ PERMANENT DRAINAGE EASEMENT25’ PERMANENT DRAINAGE EASEMENT
25’ PERMANENT DRAINAGE EASEMENT20’ PERMANENT DRAINAGE EASEMENTS IG HT T RIA NGLE
SI
G
HT T
RI
A
N
GLE
10’X70’ SIGHT TRIANGLE
10’X70’ SIGHT TRIANGLE
S IG HT T RIA NGL E
S IGN E AS E ME NT
SI
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ASE
ME
NT formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.W/T
ST SIGN
ST SIGN
2’
SHALLOW CURB2’
SHALLOW CURB4’ WOVEN WIRE FENCE w/BARBED WIRE TOP
HH (POSSIBLE)
4’ WOVEN WIRE FENCE w/BARBED WIRE TOP
CONC PAD
TEL HH
MULCH
BIRDHOUSE 4’ WOOD POST & WIRE MESH FENCEMULCH
32" STD C&G
32" STD C&GCONC SWCONC SWDECK
1 STORY
SHED
2 STORY FRAME
DWELLING
CONC
2’ SHALLOW CURBCONC
CONC SW
MB
MB
TEL PED
TEL PED
ELEC PED
WM
TP
ELEV=643.27’
E=1412503.3051
N=516608.1496
CALYX GPS-6
D
D
D
D
D
D
D
D
S
S
S
S
WMWM
WM
WM
HH
HH
CT
PM
PM
OUT
GM DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_06.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’NAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD BROWN-GRIER ROAD STA. 27+00.00MATCHLINE SHEET 7BROWN-GRIER ROAD STA. 21+50.00MATCHLINE SHEET 56RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE »¿TO STA. 27»¿STA. 21ACC-
3
ACC-4DI
CB
CB CB
CB
609
608
603
610
602
601
132 LF 82 LF 31 LF32 LF15" RCP 62 LF
37 LF
CB
CB
605
606
607
247 LF74 LF22 LF
12’’ RCP
REMOVE 24 LF
RETAIN
RETAIN
AND 99 LF 42’’ RCP
REMOVE DI w/MH 45 LF 18’’ RCP
611
MH 31 LFSPECIAL CUT DITCH
( Not to Scale)
Ground
Natural
4:1D
4:1
Slope
Ditch
Front
SPECIAL CUT DITCH
( Not to Scale)
Ground
Natural
4:1D
4:1
Min. D= 2 Ft.
Slope
Ditch
Front
FROM -L- STA. 21+50 TO 22+95 LT
FROM -L- STA. 23+00 TO 25+50 LT
FROM -L- STA. 26+00 TO 28+00 LT
Min. D= 1.5 Ft.
DETAIL A DETAIL C
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL C
SPECIAL CUT DITCH
OEP
OEP
DRAIN PIPE
4" PERFORATED PVC
30" RCP-IV 36" RCP-IV
24" R
C
P-I
V
30" RCP-
I
V30" RCP-
I
V42" RCP-
I
V18" RCP-IV18" RCP-IV18" RCP-IV
PAVEMENT REMOVAL
3
4
5
6
DB 33631 PG 267
AND STORM)
(ROAD, UTILITIES,
ESEMENT
ACCESS & UTILITY
13430 BROWN GRIER ROAD
PARCEL ID: 20110508
DB 09329 PG 831
ANNA D. KIXMILLER
RANDOLPH L. KIXMILLER AND WIFE,
BROWN GRIER ROAD
PARCEL ID: 20148108
DB 32504 PG 314
PRINGLE SQUARE LLC
4128 CEDAR HILL DRIVE
PARCEL ID: 20110601
DB 18608 PG 947
DOUGLAS A. VOGHT
13507 FESTIVA COURT
PARCEL ID: 20110868
DB 31135 PG 074
MARCUS A. GRISWOLD
AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB
.0089
.0173
.00
.0141
8’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH
11’
11’
11’
11’
15’
11’
11’
107’
62’
30’ R
30’ R
3.00’ RT
+23.50
AND GUTTER
1’-6" CURB
12’
22+00 23+00
24+00 25+00
26+00
27+00
SR 1143
3110.30’
-L- BROWN-GRIER ROAD
-Y3-
CEDAR HI
LL DRI
VE-Y3- CEDAR HILL DRIVE STA. 12+07.80
-L- BROWN GRIER ROAD STA. 25+91.15 =
TIE EQUALITY
8.00’ LT
+50.84
3.00’ LT
+50.84
31.00’ LT
+80.65
31.00’ RT
+97.03
39.54’ RT
+39.20 200’ R
12.37’ RT
+29.8111.92’50’ R+90.2421.96’26’ R20’ R+63.7315.97’31.00’ LT
+76.93
41.50’ LT
+40.85
41.50’ LT
+16.72
45.50’ LT
+59.1825’ R
19’ R
43.77’ LT
+51.27
43.77’ LT
+06.31
45.50’ LT
+98.39 25’ R
8.00’ RT
+23.50
19’ R
12.37’ LT
STA. 11+06.00
-Y3- CEDAR HILL
EXISTING
TIE TO
12.37’ RT
STA. 11+06.00
-Y3- CEDAR HILL
EXISTING
TIE TO 26’ R+41.589.00’ RT
+12.30
11’
11’3.00’ LT
+75.84
12’
2.5’ R
2.5’ R
12’
15:1 TAPER
PROTECTION
TREE
PROTECTION
TREE .01
12.37’ LT
+54.01
+54.23
+39.44+37.55
+22.82
POT Sta. 10+00.00 11+0012+0031.00’ RT
+60.04
.0089
(EXIST)(EXIST)
SAWCUT.02.02.02.02UTILITY BOX
RELOCATE
30’ PERMANENT DRAINAGE EASEMENT
30’ PERMANENT DRAINAGE EASEMENT
EIP
EIP
EIP formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.6’ WOOD FENCE
CONC PATIO
GARDENPLASTI
C POTS1 STORY FRAME
DWELLING
HOT TUB
ESP CONTROL POINT
FENCE POSTS w/o BARBED WIRE
4’ WOVEN WIRE FENCE w/BARBED WIRE TOP
GRAVEL
GARDEN
FENCE POSTS w/o BARBED WIRE4’
FOUR-STRAND BARBED WI
RE FENCES
FH
WV
WVWV
GM
HH
HH
DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_07.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’HHHH
RFHNAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD BROWN-GRIER ROAD STA. 32+50.00MATCHLINE SHEET 8BROWN-GRIER ROAD STA. 27+00.00MATCHLINE SHEET 67RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE »¿TO STA. 32»¿STA. 27CB
CB
CB
CB
701
702
703
706
705
704
707
308 LF 30 LF18" CMP32 LF18" CMP32 LF62 LF40 LFREMOVE 40 LF 15’’ RCP
REMOVE 49 LF 18’’ RCP
11 SY GEOTEXTILE FABRIC
3 TONS CLASS B RIP RAP
247 LF
MH
708
30 LFSPECIAL CUT DITCH
( Not to Scale)
Ground
Natural
4:1D
4:1
Min. D= 2 Ft.
Slope
Ditch
Front
FROM -L- STA. 26+00 TO 28+00 LT
FROM -L- STA. 28+50 TO 31+02 LT
FES
DETAIL C
SEE DETAIL C
SPECIAL CUT DITCH
SEE DETAIL C
SPECIAL CUT DITCH OEP OEP
DRAIN PIPE
4" PERFORATED PVC
DRAIN PIPE
4" PERFORATED PVC
18" RCP-IV 18" RCP-IV18" RCP-IV 24" RCP-IV24" RCP-IV24" RCP-IVPAVEMENT REMOVAL
3
7
6
DB 33564 PG 795
8
PULTE HOME COMPANY LLC
DB 33631 PG 267
AND STORM)
(ROAD, UTILITIES,
ESEMENT
ACCESS & UTILITY
DB 33631 PG 267
SSE
DB 33631 PG 267
EASEMENT
SIDEWALK
4128 CEDAR HILL DRIVE
PARCEL ID: 20110601
DB 18608 PG 947
DOUGLAS A. VOGHT
13632 BROWN GRIER ROAD
PARCEL ID: 20110104
DB 01678 PG 193
EDITH H. GRIER
ROBERT R. GRIER, JR. AND WIFE,
PARCEL ID: 20148102
BROWN GRIER ROAD
PARCEL ID: 20148108
DB 32504 PG 314
PRINGLE SQUARE LLC
AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB
200’ STORAGE 15:1 TAPER
8’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH
11’
11’
11’
62’107’
11’
11’
11’
11’
15’
9.00’ LT
+88.50
3.00’ RT
+07.00
AND GUTTER
1’-6" CURB
CLD STD. 10.25A
15’ DRIVE
STA. 31+25.08
12’
27+00 28+00 29+00
30+00 31+00 32+00SR 1143
3110.30’
-Y3- CEDAR HILL DRIVE STA. 12+07.80
-L- BROWN GRIER ROAD STA. 25+91.15 =
TIE EQUALITY
-L- BROWN-GRIER ROAD
12’
PROTECTION
TREE
STA. 27+48.12 TO STA. 43+68.58
PLACE FENCE 3’ BEHIND SIDEWALK .02.02.02.02
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.W/T
Steele Creek
WL 622.6
GRAVEL
GRAVEL
MB
MB
2 STORY FRAME
DWELLING
1 STORY WOOD
STRUCTURE
4’
F
OUR-
S
T
R
AND
B
AR
B
E
D WI
R
E
F
E
NC
E
4’ FOUR-STRAND BARBED WIRE FENCE 4’ FOUR-STRAND BARBED WIRE FENCE
4’ FOUR-STRAND BARBED WIRE FENCE4’ FOUR-STRAND BARBED WIRE FENCE
ASPH
WM
4’
FOUR-STRAND BARBED WI
RE FENCETP
ELEV=638.95’
E=1413089.9300
N=516454.8680
CALYX 30
S
S
S
S
S
S
WM
HH
GM
DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_08.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’HHHH HHHH NAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD BROWN-GRIER ROAD STA. 38+00.00MATCHLINE SHEET 9BROWN-GRIER ROAD STA. 32+50.00MATCHLINE SHEET 78RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE »¿TO STA. 38»¿STA. 32CB
CB
CB
CB CB
CB
802
803
808
805
806
804 807
78 LF
153 LF
48 LF30 LF9
4 LF30 LFREMOVE 24 LF 15’’ RCP
170 LF - 9’x7’ PCBC
REMOVE 57 LF 66’’ CMP
5 SY GEOTEXTILE FABRIC
1 TONS CLASS B RIP RAP 7 SY GEOTEXTILE FABRIC
2 TONS CLASS B RIP RAP
46 LF
15" RCP
15" RCP
46 LF
801
MH
MH809 810
30 LF30 LF15" RCPFES
FES
35 SY GEOTEXTILE FABRIC
26 TONS CLASS I RIP RAP
35 SY GEOTEXTILE FABRIC
24 TONS CLASS I RIP RAP
9 SY GEOTEXTILE FABRIC
7 TONS CLASS I RIP RAP
9 SY GEOTEXTILE FABRIC
6 TONS CLASS I RIP RAP
DRAIN PIPE
4" PERFORATED PVC
DRAIN PIPE
4" PERFORATED PVC 15" RCP-IV15" RCP-IV1
5" RCP-I
V15" RCP-IV
15" RCP-IV
18" RCP-IV15" RCP-IVPAVEMENT REMOVAL
7
DB 33564 PG 795
8
PULTE HOME COMPANY LLC
1
5’ CMU
E
S
M’
T DB
2
5
6
4
8
P
G
8
1
6
DB 33631 PG 267
WET DETENTION
13632 BROWN GRIER ROAD
PARCEL ID: 20110104
DB 01678 PG 193
EDITH H. GRIER
ROBERT R. GRIER, JR. AND WIFE,
PARCEL ID: 20148102
AND GUTTER
2’-6" CURB
8’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH
11’
11’
11’
11’
15’
11’
11’
11’
11’
15’
62’107’AND GUTTER
1’-6" CURB
CLD STD. 10.25A
15’ DRIVE
STA. 33+55.44
CLD STD. 10.25A
15’ DRIVE
STA. 34+01.05
33+00
34+00
35+00 36+00 37+00
38+00
SR 1143
3110.30’
-L- BROWN-GRIER ROAD
AND GUTTER
2’-6" CURB
PROTECTION
TREE
PROTECTION
TREE
STA. 27+48.12 TO STA. 43+68.58
PLACE FENCE 3’ BEHIND SIDEWALK.02.02.02.02
20’ FROM CL OF CREEK40’ PERMANENT DRAINAGE EASEMENT20’ FROM CL OF CREEK40’ PERMANENT DRAINAGE EASEMENTEIP formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.4’ FOUR-STRAND BARBED WIRE FENCEDWELLING
1 STORY BRICK
DWELLING
1 STORY BRICK
CONC
CONC SW
BRICK
STOOP
GRAVEL
CONC
4 MB
4’ FOUR-STRAND BARBED WIRE FENCE
4’ FOUR-STRAND BARBED WIRE FENCE
CONC SW
TP
ELEV=633.48’
E=1413907.9760
N=516199.3450CALYX 31
WMWM
HH
HH
HH
GM
H
H
DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_09.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’HHHH NAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD BROWN-GRIER ROAD STA. 43+50.00MATCHLINE SHEET 10BROWN-GRIER ROAD STA. 38+00.00MATCHLINE SHEET 89RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE »¿TO STA. 43»¿STA. 38CB
CB
CB
CB
CB
CB
901
903
902
905 906
904
908
46 LF 76 LF
43 LF
51 LF 30 LF43 LFREMOVE 20 LF 15’’ RCP
46 LF CB909
43 LF
CB910
7 SY GEOTEXTILE FABRIC
2 TONS CLASS B RIP RAP
5 SY GEOTEXTILE FABRIC
1 TONS CLASS B RIP RAP
15" RCP
CB
CB
MH
911
30 LFFES
DRAIN PIPE
4" PERFORATED PVC
DRAIN PIPE
4" PERFORATED PVC
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-
I
V15" RCP-IV15" RCP-IV15" RCP-IV
15" RCP-IV15" RCP-IV
PAVEMENT REMOVAL
7
9
8
10
13632 BROWN GRIER ROAD
PARCEL ID: 201-10-104
DB 01678 PG 193
EDITH H. GRIER
ROBERT R. GRIER, JR. AND WIFE,
PULTE HOME COMPANY LLC
DB 33564 PG 795
13901 BROWN GRIER ROAD
PARCEL ID: 20148106
DB 30247 PG 261
LU ANN SCHULTZ
RANDY B. SCHULTZ, AND WIFE,
13815 BROWN GRIER ROAD
PARCEL ID: 20148104
DB 29818 PG 241
KEVIN LOFTIN
8
PULTE HOME COMPANY LLC
DB 33564 PG 795
AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB
8’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH
11’
11’
11’
11’
15’
62’107’
11’
11’
11’
15’
AND GUTTER
1’-6" CURB
CLD STD. 10.25A
15’ DRIVE
STA. 41+17.85
CLD STD. 10.25A
15’ DRIVE
STA. 41+60.53
39+00 40+00
41+00 42+00
43+00
SR 1143
3110.30’
-L- BROWN-GRIER ROAD
12’
PROTECTION
TREEPROTECTION
TREE
STA. 27+48.12 TO STA. 43+68.58
PLACE FENCE 3’ BEHIND SIDEWALK
STA. 12+00.00, 11.74’ LT
-Y4- GRIERS FORK DRIVE
EXISTING
TIE TO .02.02.02.02
HUSBAND AND WIFE
MARIA D. QUINTANILLA GALINDO,
JOSE RUBIN ROJAS RIVERA AND
ST SIGN
10’X70’ SIGHT TRIANGLE
10’X70’ SIGHT
TRIANGLE
SIGHT TRIANGLE
EIP
EIP
SIDEWALK UTLITY EASEMENT
SEWER EASEMENT20’ CMUD SANITARY SIG
HT T
RIA
N
GLE formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.W/LT
PERGOLA
ST SIGN
3’ WOOD RAILTEL HH
DWELLING
DWELLING
2 STORY PARTIAL BRICK
2 STORY PARTIAL BRICK
CONC
CONC CONC SWCONC PATIO
BALCONY
3’ WOOD RAIL3’ WOOD RAIL3’ WOOD RAIL3’ WOOD RAILPERGOLA
APPROX
MB
MB
32" STD C
&
G
32" STD C&G
CONC.
MATRUB.RIP/RAP
CONC.CONC.4’ WOVEN WIRE FENCE4’ WOOD RAIL FENCE
4’ WOOD RAIL FENCE
S
S
S
S
S
WM
WM
WM
WM
WV
EOI
C
C
PM
HH
GM
S
EOIRIP RAP
RIP RAPHH
HH
DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_10.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’PULL BOX
2" CONDUITNAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD BROWN-GRIER ROAD STA. 43+50.00MATCHLINE SHEET 9BROWN-GRI
ER ROAD STA.
49+00.00MATCHLI
NE SHEET 1110RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE »¿TO STA. 49»¿STA. 43ACC-6ACC-
5
CB
1010
100025 LF1002
1004
1003
1006
1005
1008
1007
DI
CB
DI
CB
DI
CB
CB
CB
61 LF
202 LF
193 LF
62 LF117 LF
RETAIN
40 LF 18’’ RCP
REMOVE MH &
REMOVE DIREMOVE DI
15’’ RCP
REMOVE 28 LF 144 LF - 9’x7’ PCBCCB
1011
1012
CB
REMOVE 76 LF 60’’ CMP
18’’ RCP
86 LF
REMOVE
CB 910
CB 906
CB
CB1013
MH
43 LF35 LF40 SY GEOTEXTILE FABRIC
33 TONS CLASS I RIP RAP
35 SY GEOTEXTILE FABRIC
21 TONS CLASS I RIP RAP
13 SY GEOTEXTILE FABRIC
10 TONS CLASS I RIP RAP
17 SY GEOTEXTILE FABRIC
13 TONS CLASS I RIP RAP
DRAIN PIPE
4" PERFORATED PVC
96 LF
ADJUST CB
24" RCP-IV 24" RCP-IV24" RCP-IV15" RCP-IV
15" RCP-IV
24" RCP-IV
15" RCP-IV
18" RCP-IV
18" RCP-
I
VPAVEMENT REMOVAL
MECKLENBURG COUNTY
DB 11816 PG 959
10
11
12
13
14
15
35
PARCEL ID: 20147644
3855 GRIERS FORK DRIVE
PARCEL ID: 20147312
DB 14487 PG 364
ANH TUAN THAI
KINH S. THAI AND
3859 GRIERS FORK DRIVE
PARCEL ID: 20147313
DB 22780 PG 252
KNICELY-BERRY
MELISSA DAWN
14108 BROWN GRIER ROAD
PARCEL ID: 20147310
DB 2241 PG 425
ELIZABETH W. MCGLOUGHLIN
JOHN F. MCGLOUGHLIN AND WIFE,
PARCEL ID: 20147201
DB 12746 PG 818
MECKLENBURG COUNTY
13901 BROWN GRIER ROAD
PARCEL ID: 20148106
DB 30247 PG 261
LU ANN SCHULTZ
RANDY B. SCHULTZ, AND WIFE,
BROWN GRIER ROAD
PARCEL ID: 20147309
DB 1074 PG 93
FRANCES B. CAMPBELLGVGV+77.97.02+77.97.02+97.97.01+37.97.01+57.97.02PC Sta. 45+45.97PI Sta 12+63.18
D
T = 36.71’
L = 73.33’
R = 600.00’
100’ STORAGE
15:1 TAPER
15:1 TAPER
AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB
+05
.87
.0184
.0184
+93
.97
.03.0097
PC Sta. 12+26.46
PT
Sta
. 12+99
.80
+90
.77
.02
.02
+59.40
.01
+39.40
.00
+19.40
+02
.67
.02
.02
+20.0
PI Sta 49+25.38
D
L = 747.87’
8’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH
11’
11’
11’
11’
11’
62’107’
3.00’ RT
+70.00
8.00’ RT
+61.16
3.00’ RT
+60.88
3.00’ LT
+31.06
8.00’ LT
+31.01
12’
11’
12’
11’
11’
44+00
45+00 46+00
47+00
48+00
49+00
.00+17.97SR 1143
12+0013+003110.30’
-Y4- GRIERS FORK DRIVE STA. 13+64.82
-L- BROWN GRIER ROAD STA. 44+48.59=
TIE EQUALITY
-Y4- GRIERS FORK DRIVE-L- BROWN-GRIER ROAD
-L- BROWN GRIER ROAD
-Y4- GRIERS FORK DRIVE
12’
9.00’ LT
+00.00
9’ R
8.00’ RT
+70.00
265’ STORAGE
11’
9.00’ LT
+00.00
2.5’ R
12’
12’
PROTECTION
TREE
PROTECTION
TREE
31.00’ RT
+87.11
31.00’ RT
+92.96
11.68’ RT
+04.60
11.74’ LT
+92.77
CLD STD. 10.25A
16.9’ DRIVE
STA. 12+47.84
STA. 12+00.00, 11.74’ LT
-Y4- GRIERS FORK DRIVE
EXISTING
TIE TO STA. 12+00.00, 11.68’ RT
-Y4- GRIERS FORK DRIVE
EXISTING
TIE TO
(EXIST)(EXIST)
SAWCUT
.03+77.97.03R = 1,800.00’
T = 379.41’
e = 3.0%.02.02
EIP
EIP
EIP
SIDEWALK UTLITY EASEMENT
SIDEWALK UTLITY EASEMENT
UTLITY EASEMENT
UTLITY EASEMENT CONC.
GUY
SSR
IP

R
A
P
ROCK
P LAQUEMARBLE
C
O
NC.
30" C&G30" C&GBST
R
IP

RA
P
2R
4’ MTL
WOODS
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.CDOT HUB
CDOT HH
CONC PAD
FH
CDOT HH
TEL PED
CDOT HH
TEL PED
SCHOOL SIGN
SCHOOL SIGN
PLANTER
MB(2)
CONC.
MAT
RUB.
CONC.CONC.
MAT
RUB.
MAT
RUB.
CROSS. SIG.
CONC.
CONC.
MTL. H RAIL
CONC.
6’ CHAIN LINK FENCE
MB
S
S
FH
TRAFFIC POLE
SIGNAL POLE
CROSSING
TRAFFIC POLE
SIGNAL POLE
CROSSING
WV WV
WM
HH
EOI
T
T
PM
HH
HH
HH
HH
HH
EOIEOI
S
S
T
HH
HH
HH
HH
DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_11.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’PULL BOX NAD 83NAD 83
45IMPROVEMENT PROJECTBROWN-GRIER ROAD BROWN-GRIER ROAD STA.
54+60.00MATCHLINE SHEET 12BROWN-GRIER ROAD STA. 49+00.00MATCHLINE SHEET 1011GALLANT LANE STA. 12+50.00
MATCHLINE THIS SHEET
GALLANT LANE STA.
12+50.00MATCHLINE THIS SHEETRELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE »¿TO STA. 54»¿STA. 49SIGNAL DETAILS.
SEE SHEET 3G FOR INTERSECTIONACC-8ACC-9
ACC-7
ACC-10
ACC-15
ACC-16
ACC-11
ACC-12
ACC-13
ACC-14
110411 SY GEOTEXTILE FABRIC
3 TONS CLASS B RIP RAP
1113
CB
1112CB
111426 LF21 LF17 LF155 LF
OEP
FES
24" RCP-IV 30" RCP-IV30" RCP-IV24’’ RCP -IV1105
1106
1107
1100
1101
1109
1108
1103
1102
C
B
CB
CB
CB
CB
CB
CB
CB
CB
CB
62 LF234 LF 22 LF59 LF43 LF49 LF
250 LF
367 LF
& 32 LF 18’’ RCP
REMOVE 13 LF 18’’ RCP REMOVE CONC. HWL &
141 LF 18’’ RCP
& 24 LF 15’’ RCP
REMOVE 24 LF 15’’ RCP
1110
162 LF 14 LFMH
RETAIN
ADJUST RIM
CONVERT TO MH &
RETAIN
1111
& 24 LF 15’’ RCP
REMOVE 24 LF 15’’ RCP
1007
CB
1008
CB
MH
REMOVE
REMOVE 13 LF 18’’ RCP 155 LF1115
CB
35 LF
MH
DRAIN PIPE
4" PERFORATED PVC
32 LF
18" RCP-IV18" RCP-IV
15" RCP-IV18" RCP-IV 15" RCP-IV15" RCP-IV
18" RCP-IV
18’’ RCP-IV
18’’ RCP-IV24" RCP-IV24" RCP-IV15" RCP-IV 24" RCP-IVPAVEMENT REMOVAL
15
36
37
17
16
11
9308 CHRISTY JOY DRIVE
PARCEL ID: 20147108
DB 33223 PG 73
CHRISTY JOY PARTNERS, LLC
4000 GALLANT LANE
PARCEL ID: 20147102
DB 4986 PG 688
CHARLOTTE MECKLENBURG BOARD OF EDUCATION
BROWN GRIER ROAD
PARCEL ID: 20147201
DB 12746 PG 818
MECKLENBURG COUNTY
BROWN GRIER ROAD
PARCEL ID: 20147309
DB 1074 PG 93
FRANCES B. CAMPBELL
14114 BROWN GRIER ROAD
PARCEL ID: 20147308
DB 4132 PG 984
FRANCES B. CAMPBELL
BROWN GRIER ROAD
PARCEL ID: 20147307
DB 21482 PG 31
FRANCES B. CAMPBELL
11
16
4000 GALLANT LANE
PARCEL ID: 20147102
DB 4986 PG 688
CHARLOTTE MECKLENBURG BOARD OF EDUCATION
BROWN GRIER ROAD
PARCEL ID: 20147201
DB 12746 PG 818
MECKLENBURG COUNTY
+81.84.02+17.84.01+89.84.01+25.84.02+25.84.02PT St
a.

52+93.84PI Sta 49+25.38
D
L = 747.87’
T = 379.41’
R = 1,800.00’
107’62’
11’
11’
200’ STORAGE
15:1 TAPER
AND GUTTER
2’-6" CURB
+83.46
+96.83
8’ PLANTING STRIP
12’ MULTI-USE PATH
11’
11’
11’
11’
15’
31.00’ LT
+71.93
9’ R
50’ R
50’ R
42.00’ LT
+22.95
AND GUTTER
1’-6" CURB
50+00
51+00
52+00
53+00
54+00
STRIP
8’ PLANTING
PATH
12’ MULTI-USE +53.84.0067.30’ RT
+61.43
55.30’ RT
+41.41
55.30’ RT
+14.61
49.01’ RT
+90.41
41.50’ RT
+62.04
50’ R
62’ R
D
PI Sta 14+21.63
SR 1143
AND GUTTER
2’-6" CURB
STA. 51+00.00 TO STA. 63+57.10
PLACE FENCE 3’ BEHIND SIDEWALK
11+0012+001354.17’
.02
.02
.0327
.0327+48.05
+33.94
10’ SIDEWALK
TIE TO EXISTING
12’
RELOCATE FH
AND GUTTER
1’-6" CURB
11’
L = 331.58’
T = 170.24’
R = 594.00’
42.00’ LT
+11.90
11.39’ RT
+83.48
RELOCATE SIGN-Y5- GALLANT LANE-L- BROWN-GRIER ROAD
-L- BROWN GRIER ROAD
-Y5- GALLANT LANE
EXISTING CROSS-SLOPE TO 2.00%
SIDEWALK TRANSITION PANEL,
9.00’ LT
+11.90
9.00’ RT
+11.90
31.00’ RT
+80.81
31.00’ RT
+12.16
31.75’ LT
+80.81
CLD STD. 10.25A
15’ DRIVE
STA. 50+53.43
-Y5- GALLANT LANE STA. 10+00.00
-L- BROWN GRIER ROAD STA. 50+63.46=
TIE EQUALITY
22.00’ LT
+96.83
8.00’ LT
+96.59
3.00’ LT
+96.59
2.5’ R
12’
11’
SAWCUT.03+45.84.03e = 3.0%
D
PI Sta 14+21.63
L = 331.58’
T = 170.24’
R = 594.00’
13+00 14+00
1
5
+
0
0
STA. 14+05.00
END CONSTRUCTION
(EXIST)(EXIST)+05.00+05.00.011.009.02+85.00+85.00.0211.00’ RT
+95.03
22.00’ LT
+95.00
505’ R
12.09’ RT
+87.48
-Y5- GALLANT LANE
STA. 14+05.00
-Y5- GALLANT LANE
EXISTING
TIE TO
STA. 14+05.00
-Y5- GALLANT LANE
EXISTING
TIE TO
-Y5- GALLANT LANE
EIP
SITE TRIANGLES SITE TRIANGLESSIDEWALK EASEMENTSIDEWALK EASEMENT formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.SOIL
Robert F Kennedy Middle School
TEL PED
PLANTER
PLANTER
PLANTER
CONC.
C
O
N
C.CONC.MTL. H RAIL
H RAIL
MTL.CONC.CONC.CONC.MAT
RUB
CONC.MTL. H RAIL
CONC.H RAIL
MTL.
HVAC(6)
YI(4)
PM
APARTMENTS/CONDOS
APARTMENTS/CONDOS
SAND BOXES
6’ CHAIN LINK FENCE 6’ CHAIN LINK FENCE4’ CHAIN LINK FENCE
6’ CHAIN LINK FENCE
ICV(2)
WM
WM
H
H
T
GV
EOI
HH DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_12.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’NAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD BROWN-GRIER ROAD STA. 60+20.00MATCHLINE SHEET 13BROWN-GRIER ROAD STA. 54+60.00MATCHLINE SHEET 1112RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE »¿TO STA. 60»¿STA. 54ACC-1 8A
CC-
1
7
1202
1201
1203
CB
CB
CB367 LF 257 LF
31 LF1206 1207 1205 1204 120813 LF16 LF1200
MH
MH
MH
MH
MH
ADJUST RIM
CONVERT TO MH &
RETAIN
ADJUST RIM
CONVERT TO MH &
RETAIN
RETAIN
ADJUST RIM
CONVERT TO MH &
ADJUST RIM
CONVERT TO MH &
RETAIN RETAIN7 LF1320
CB
DI
1319
DRAIN PIPE
4" PERFORATED PVC 15" RCP-IV15" RCP-IV
15’’ RCP-IV15" RCP-IV
15" RCP-IV15" RCP-IV15" RCP-IVPAVEMENT REMOVAL
MILLING
17
16
18
19
9308 CHRISTY JOY DRIVE
PARCEL ID: 20147108
DB 33223 PG 73
CHRISTY JOY PARTNERS, LLC
14308 BROWN GRIER ROAD
PARCEL ID: 20147109
DB 33223 PG 73
CHRISTY JOY PARTNERS, LLC
3917 SANDY PORTER ROAD
PARCEL ID: 20147101
DB 2726 PG 281
DOROTHY CAROL GALLANT
4000 GALLANT LANE
PARCEL ID: 20147102
DB 4986 PG 688
CHARLOTTE MECKLENBURG BOARD OF EDUCATION
AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB
8’ PLANTING STRIP
12’ MULTI-USE PATH
11’
11’
11’
11’
15’
62’
31.00’ LT
+87.95
11’
11’
11’
31.00’ LT
+43.17
ADJUST GV
AND GUTTER
1’-6" CURB
3.00’ LT
+15.04
8.00’ RT
+15.50
55+00
56+00
57+00 58+00 59+00
60+00
50’ R 50’ R
31.00’ RT
+37.80
31.00’ RT
+60.34
87’
SR 1143
STA. 51+00.00 TO STA. 63+57.10
PLACE FENCE 3’ BEHIND SIDEWALK
31.00’ RT
+26.00
1354.17’OLD WESLEY ROAD-L- BROWN-GRIER ROAD
190’ STORAGE 12’
12’
9’ R
9.00’ RT
+70.59
9.00’ RT
+70.59
8.00’ RT
+35.76
3.00’ RT
+35.76
15:1 TAPER
15:1 TAPER
STA. 57+62.44
-L- BROWN-GRIER RD
EXISTING
TIE TO
STA. 56+41.78
-L- BROWN-GRIER RD
EXISTING
TIE TO
STA. 56+72.44
-L- BROWN GRIER RD
EXISTING
TIE TO
STA. 56+88.53
-L- BROWN GRIER RD
EXISTING
TIE TO
STA. 57+09.94
-L- BROWN GRIER RD
EXISTING
TIE TO
STA. 57+09.94
-L- BROWN GRIER RD
EXISTING
TIE TO
2.5’ R
PROTECTION
TREE
SAWCUT.02.02.02.02
15’ STORM DRAI
NAGE EASEMENTE
IP
EIP
SIDEWALK EASEMENT formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.GRAVEL
CDOT HH
MB
FH
GRAVELCONC SWCONC SWW/LT
CDOT HH
32" STD C&GFO HH
TEMPORARY REALTOR SIGN
CDOT HUB
CONC PAD
32" STD C&G
SIGN
TEMPORARY REALTOR SIGN
CONCCONC
CONCCONCCONC SW1 STORY BRICKDWELLINGTP
ELEV=671.68’
E=1415824.2580
N=516201.7300
CALYX 33
CONC.MTL. H RAIL
PLANTER
GRASS
YI
Y
I
HVAC
(5
)
LP
Y
IG
U
Y
G
U
Y
STUMP
STUMPSTONE BENCH4’ WOOD POST FENCE4’ CHAIN LINK FENCE4’ CHAIN LINK FENCE 4’ CHAIN LINK FENCES
WM
FH
B OXS IGN AL
T R AFFIC
FO HHFO HH
ICV(2)ICVICV(3)WM
WV
WV
WV
WV
H
H
H
H
H
H
H
H
H
H
H
H
H
H
T
T
H
H
H
H
H
H
GM
GV
GV
EOIHHHHHH
HH
H
H
HHDO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_13.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’PULL BOX
2" CONDUIT
2" CONDUIT
PULL BOX
RFHNAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD BROWN-GRIER ROAD STA. 60+20.00MATCHLINE SHEET 1213SANDY
PORTER
ROAD
STA
. 92+50
.00
MATCHL
INE
SHEET
19SANDY PORTER ROAD STA. 96+00.00M
ATCHLI
NE SHEET 20RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE ARROWOOD ROAD STA. 65+80.00MATCHLINE SHEET 14»¿TO STA. 65»¿STA. 60SIGNAL DETAILS.
SEE SHEET 3G FOR INTERSECTION ACC-20ACC-19
ACC-26
ACC-25ACC-
2
1
ACC-23ACC-
2
2
ACC-24
1303
1304
1305
1307
1306
1308
1301
1302
CB
CB
CB
CB
DI
DI
DI
DI18
L
F22
L
F122 LF
17
LF
1320
1321
1322 CB
CB
277 LF
1323
35 LFREMOVE CB
1319 DI 27 LF31 LF1324DI
1312
CB
57 LF62
LF
1325
MH
208 LF
REMOVE 119 LF 15’’ RCP
RETAIN
ADJUST RIM
CONVERT TO MH &
1327
MH
ADJUST RIM
CONVERT TO MH &
RETAIN
RETAIN
1310
CB
CB
1311
24’’ RCP
REMOVE 24 LF 27 LF1328 CB
1329
CB
22 LF3
3 LF
SPECIAL CUT DITCH
( Not to Scale)
Ground
Natural
4:1D
4:1
Slope
Ditch
Front
FROM -L- STA. 61+00 TO 63+10 LT
Min. D= 1.5 Ft.
DETAIL A
SEE DETAIL A
SPECIAL CUT DITCH
OEP
15" RCP-IV
15" RCP-IV15" RCP-IV 15" RCP-IV15" RCP-IV15" RCP-IV15
" RCP
-IV 15" RCP-IV15’’ RCP-IV
15’’ RCP-IV
1
5’’ RCP-I
V1
5’’ RCP-I
V
4
7
L
F15’’ R
C
P-IV15’’ R
C
P-IV15’’ R
C
P-IV
84
L
F15’’ RCP-IVPAVEMENT REMOVAL
MILLING
19
18
20
DB 31866 PG 718
21
OLYMPIC CORPORATE CENTER II, LLC
14308 BROWN GRIER ROAD
PARCEL ID: 20147109
DB 33223 PG 73
CHRISTY JOY PARTNERS, LLC
PARCEL ID: 20104101
3917 SANDY PORTER ROAD
PARCEL ID: 20147101
DB 2726 PG 281
DOROTHY CAROL GALLANT
W ARROWOOD ROAD
PARCEL ID: 20104308
DB 20895 PG 731
WHITEHALL CORPORATE CENTER, LLC
15:1 TAPER 250’ STORAGE
15:1 TAPER 11’
11’
11’
11’
11’
11’
11’
11’
11’
84’11’11’11’11’11’225’ STORAGE375’ STORAGEAND GUTTER
2’-6" CURB
D
R = 930.00’+75.00.02+05.00.02+50.00.005+35.00.005+05.00.01+35.00.00+35.00.01+50.00.01AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB
8’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH
AND GUTTER
2’-6" CURB
84’
129’
42.00’ LT
+43.17
50’ R
50’ R
50’ R
8.41’ LT
+91.39
14.00’ LT
+43.81
14.00’ LT
+10.72
8.00’ RT
+15.66
3.00’ RT
+24.80
PC
S
ta
. 94+74
.42
PI Sta 97+31.03
L = 500.75’
T = 256.61’
109’
12’
+73
.11.012
+
9
3
.1
1.0
2
+
1
8
.
1
1
.
0
3
+29
.49.011
+76
.99.01
+29
.49.011
+06
.99.02
12’61+00 62+00 63+00 64+00 65+00
42.00’ LT
+33.02
42.00’ RT
+02.62
31.00’ RT
+29.49
31.00’ LT
+50.98
53.00’ LT
+33.1295+0042.00’ LT
+73.11
+01
.99
.00
8.00’ LT
+05.51
93+0094+0096+0042.00’ RT
+91.00
220’ STORAGE
SR 1143
31.00’ RT
+76.57104.3’77.2’15.3’1354.17’
12’
+51
.99.02
STA. 51+00.00 TO STA. 63+57.10
PLACE FENCE 3’ BEHIND SIDEWALK
-L- BROWN-GRIER ROAD
-Y1- SANDY PORTER ROAD
-Y1- SANDY PORTER ROAD STA. 93+96.71
-L- BROWN GRIER ROAD STA. 64+09.35=
TIE EQUALITY
GV
ADJUST
41.58’ LT
+05.35
8.00’ RT
+24.80
19.00’ LT
+10.72
3.00’ LT
+05.51
145’ R
66.7’3.00’ RT
+15.66
STA. 92+71.42
EXISTING
TIE TO
42’ R
CLD STD. 10.25A
15’ DRIVE
STA. 95+23.18
23.3’ RT
+50.13
15:1 TAPER
13.40’ LT
+90.78
STA. 94+73.08 TO STA. 95+13.39
PLACE FENCE 3’ BEHIND SIDEWALK
STA. 95+32.97 TO STA. 98+17.09
PLACE FENCE 3’ BEHIND SIDEWALK
72’ R
39.8’ RT
+77.70
12’
2.5’ R
12’
2.5’ R
12’2.5’ R
19.00’ LT
+43.59
2.5’ R 12’STA. 62+95.69
-L- BROWN GRIER RD
EXISTING
TIE TO
50’ R
SAWCUT SR 1142PORTER ROAD-Y1- SANDYe = 3.0%
CENTURY LINK
CENTURY LINK
LINK
CENTURYCENTURY LINKLINK
CENTURY
LI
NKCENTURY
15’ PRIVATE SEWER LATERAL EASEMENT
24’ ACCESS EASEMENT35’X35’ SIGHT TRIANGLE35’X35’ SIGHT TRIANGLE
10
’X70
’ S
IGHT
TR
IANGLE
10’X70’ SIGHT TRIANGLE
26’ ACCESS EASEMENT26’ ACCESS EASEMENT15’ PERMANENT DRAINAGE EASEMENT
15’
PERMANENT
DRAINAGE
EASEMENT
E
IP
E
IP
E
IP formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.W/T
TEMPORARY REALTOR SIGN
TEMPORARY REALTOR SIGN
CONC
CONC
32" STD C&G 32" STD C&G3
2"
S
T
D
C
&GASPH
CONC
SIGN
32" STD C&G
TEL PED
CONC
SIGN
WATER PIPE
BACKFLOW PROTECTOR
18" STD C&G
18" STD C&G
TRANSFORMER
CONC PAD
FH
TP
ELEV=
6
6
3
.6
3
’E
=
1
4
1
6
6
3
4
.5
6
6
4
N
=
5
1
6
3
7
7
.5
9
7
1
CA
LYX
G
P
S
-7
GRAVEL
SIGN POST
SIGN POST
POST
D
D
D
D
VAULT
BACKFLOW PROTECTOR
FH
WV
GAS PAST EOI.
UNABLE TO DESIGNATE
C
WM
WM
EOI
COPPER PIPES
UTIL BOXES w/DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_14.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’PULL BOX
PULL BOX
2" CONDUIT
2" CONDUIT NAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD 14RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE ARROWOOD ROAD STA. 65+80.00MATCHLINE SHEET 13ARROWOOD ROAD STA. 70+50.00MATCHLINE SHEET 15»¿TO STA. 70»¿STA. 65ACC-27 AC
C-
2
8
122 LF
1402
DI
1401
1403
1404
1405
DI
DI
CB
CB
9 LF 15’’ RCP
REMOVE CB &
ADJUST MH
REMOVE 20 LF 6’’ CPP
REMOVE DI
1409
DI
RETAIN
1408MHRETAIN
RETAIN
ADJUST RIM
CONVERT TO MH &
1407
MH 9 LF 15’’ RCP
REMOVE CB &
24’’ RCP
REMOVE 241 LF
CB1411CB1410
COLLAR1406
57 LF
73 LF
1412DI
15’’ RCP-IV
15’’ RCP-IV
15’’ RCP-IV
24’’ RCP-IV 6 LF
15’’ RCP-IV 4 LF
15’’ RCP-IV 182 LF 15’’ RCP-IV 65 LF
15’’ RCP-IV 63 LF24’’ RCP-IV 69 LF
24’’ RCP-IV 106 LF
15’’ RCP-IV 18 LF
PAVEMENT REMOVAL
20
DB 31866 PG 718
21
22
23
OLYMPIC CORPORATE CENTER II, LLC
3937 W. ARROWOOD ROAD
PARCEL ID: 20104307
DB 24415 PG 425
RGK ARROWOOD, LLC
3615 WHITEHALL PARK DRIVE
PARCEL ID: 20104306
DB 31538 PG 126
SERVICE RETAIL BUILDINGS, LLC
PARCEL ID: 20104101
W ARROWOOD ROAD
PARCEL ID: 20104308
DB 20895 PG 731
WHITEHALL CORPORATE CENTER, LLCPC Sta. 66+48.01200’ STORAGE
15:1 TAPER
15:1 TAPER
15:1 TAPER 150’ STORAGE
AND GUTTER
2’-6" CURB
PI Sta 70+79.26
D
L = 858.41’
T = 431.25’
R = 3,600.00’
AND GUTTER
2’-6" CURB +35.00.01+65.00.028’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH
129’129’84’
11’
11’
11’
11’
11’
11’
11’
11’
11’
11’
31.00’ RT
+31.95
45.26’ LT
+82.24
8.00’ RT
+32.28
42.00’ LT
+13.86
3.00’ RT
+32.03
5.00’ LT
+96.74
66+00
67+00
68+00 69+00
70+00
50’50’
SR 1143
1354.17’
12’
11’
310’ STORAGE
8.00’ LT
+96.74
-L- ARROWOOD ROAD
-L- ARROWOOD ROAD
53.00’ LT
+56.31
12’
10:1 TAPER
43.02’ RT
+97.47
PROTECTION
TREE
SAWCUT .02
15’ PRIVATE SE
WER LATERAL EASE
MENT
15’ PRIVATE SEWER LATERAL EASEMENT
15’ PE
R
M
A
N
E
N
T

D
R
A
IN
A
G
E

E
A
S
EM
E
N
T DRAINAGE EASEMENTPERMANENT UNDERGROUND25’ PERMANENT DETENTION STORM DRAINAGE EASEMENT
20
’ PERMANENT
DETENT
ION
STORM
DRA
INAGE
EASEMENT
37’ ACCESS EASEMENT37’ ACCESS EASEMENT15’ STORM DRAINAGE EASEMENT
SIGHT TRIANGLE
SIGHT TRIANGLE
EI
PEI
PEI
PEI
PEI
PEI
PDRAINAGE EASEMENT
PERMANENT UNDERGROUND
DRAINAGE EASEMENT
15’ STORM
STOR
M DRAINAGE EASE
MENT
25’ PER
MANENT DETENTION formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.FOUNDATI
ONST SIGN
RIPRAP
CONC
ASPH32" STD C&G32" STD C&GTEMPORARY REALTOR SIGN
TEL HH
TEL HH
PVC PIPE
ADA PAD
ADA PAD
ADA PAD
ADA PAD
TEL HH
TEL HH
STONE ENTRANCE SIGN
ELEC PED
WMCONC SWCONC SW18" STD C&G18" STD C&GVAULT
WM
WM
2 UTIL HH
CONC PAD18" STD C&G18" STD C&G
CONC
CONC
18" STD C&G
FH DDDDDDDDDDDDDDSSSWMVAULT
WM
WM
FH
W
VW
VW
VW
VW
VEOIGAS PAST EOI.
UNABLE TO DESIGNATE
HHHHHHHHHHHHHHW
M
W
M
SIGN
STONE ENTRANCE
HH DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_15.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’NAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD 15RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE ARROWOOD ROAD STA. 70+50.00MATCHLINE SHEET 14ARROWOOD ROAD STA. 76+00.00MATCHLINE SHEET 16»¿TO STA. 76»¿STA. 70ACC-32ACC-31 ACC-
3
0
ACC-29
1514
1506
1505
1503
1511
1501
1502
1510
1513
1516
1509
1508
1504
DIDI
DI
DI
DI
DIDI
CB
CB
CBCB
39 LF17 LF1517
1518
DI
MH
32 LF 24’’ RCP
REMOVE DI &
RETAIN
6’’ CPP
REMOVE 30 LF
RETAINRETAINRETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
20 LF
45 LF
15’’ RCP
RETAIN CB && 15" RCP
RETAIN CB
RETAIN 24’’ RCP
1512
1521
1522
INSTALL 3 LF 15" RCP
EXTEND EX. PIPE
REMOVE CB&
106 LF
1523
DI
DCB
DDI
RETAIN 15’’ RCP
COVERT DI TO MH
SEE DETAIL D
SPECIAL CUT DITCH
SPECIAL CUT DITCH
( Not to Scale)
Ground
Natural
D
Slope
Ditch
Front
FROM -L- STA. 73+50 TO 74+50 RT
Min. D= 1.5 Ft.
DETAIL D
4:1 2:124’’ RCP-IV
24
’’ RCP
-IV
105
LF
24’’ RCP-IV
57 LF
15’’ RCP-IV 72 LF15’’ RCP-IV
15’’ RCP -IV 83LF 220 LF15’’ RCP-IV15’’ RCP-I
V 97 LF15’’ RCP-IV 15’’ RCP-IV24’’ RCP-IV
147 LF15’’ RCP-IV
PAVEMENT REMOVAL
MILLING
DB 31866 PG 718
21
23
25
24
OLYMPIC CORPORATE CENTER II, LLC
3615 WHITEHALL PARK DRIVE
PARCEL ID: 20104306
DB 31538 PG 126
SERVICE RETAIL BUILDINGS, LLC
3800 ARCO CORPORATE DRIVE
PARCEL ID: 20104303
DB 14357 PG 592
WHITEHALL CORPORATE CENTER #1, LLC
PARCEL ID: 20104101
3860 W. ARROWOOD ROAD
PARCEL ID: 20104119
DB 28960 PG 972
CIRCLE K STORES, INC
PT Sta. 75+06.42PI Sta 70+79.26
D
L = 858.41’
T = 431.25’
R = 3,600.00’
POT Sta. 11+49.00
11’
11’
11’
11’
300’ STORAGE
15:1 TAPER
15:1 TAPER
AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB
+70.00+70.00 +85.00.028’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH8’ PLANTING STRIP
12’ MULTI-USE PATH
11’
50’ R
50’ R
50’ R +35.00(EXIST) .02+35.00(EXIST) .012(EXIST) .0092
50’ R
12’
71+00 72+00
73+00 74+00
75+00
76+00
.025
(EXIST)
+95.00
.026
(EXIST)
+95.00
+50.42
.01
.02
+75.42
.01
+63.25
.02
+82.25
SR 1143
TYPE 350
STA. 75+00.00
BEGIN GUARDRAIL
14+0015+0011+00478.94’
-L- ARROWOOD ROAD
-Y6A- WHITEHALL PARK DRIVE-Y6A- WHITEHALL PARK DRIVE (RT) STA. 15+26.06
-L- ARROWOOD ROAD STA. 71+82.37=
TIE EQUALITY
-Y6B- WHITEHALL PARK DR (LT) STA. 10+00
-L- ARROWOOD ROAD STA. 71+78.11=
TIE EQUALITY
-L- BROWN GRIER ROAD
150’ STORAGE
16’
17’
39.60’ LT
+13.95
37.03’ LT
+42.36
12.89’ RT
+86.03
12.46’ LT
+87.84
4.00’ LT
+87.37
100’ R 20’ R
20’ R
100’ R
12’
12’
8.00’ LT
+37.41
8.00’ RT
+37.41
8.00’ LT
+87.37
8.00’ RT
+16.45
8.00’ RT
+73.11
STA. 14+21.31
-Y6A- WHITEHALL RD
EXISTING
TIE TO
STA. 14+21.31
-Y6A- WHITEHALL RD
EXISTING
TIE TO
STA. 10+95.00
-Y6B- WHITEHALL RD
EXISTING
TIE TO
STA. 10+95.00
-Y6B- WHITEHALL RD
TIE TO EXISTING DRIVE-Y6B- WHITEHALL PARK (EXIST) .003
35.00’ RT
+63.64
12.00’ RT
+63.50
8.00’ RT
+41.38
2’ R
35.00’ RT
+61.70
28.78’ RT
+39.80
28.32’ LT
+33.09
12.00’ RT
+16.452’ R
12’
46.00’ RT
+08.69
2’ R
12.00’ RT
+73.11
8.00’ LT
+97.95
4.00’ RT
+16.45
2’ R
4.00’ LT
+37.41
9.26’ RT
+67.40
12.00’ RT
+57.30
46.00’ RT
+72.29
SAWCUT
68.50’ RT
+05.34
62.85’ RT
+38.32
57.50’ RT
+69.65
88’ R
112’ R.02(EXIST) .018
+21.31 +21.31
.020
(EXIST)
DRAINAGE EASEMENT
PERMANENT SURFACE
15’ PRIVATE SEWER LATERAL EASEMENT
DRA
INAGE
EASEMENT
PERMANENT
UNDERGROUND
EI
Pformerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.W/LT/MAST
W
L 654.9RIPRAP
5’ WOVE
N WI
R
E &
B
AR
B
E
D WI
R
E
R/W F
E
NC
E
SIGN
CDOT HH
NCDOT FO HH
NCDOT HUB
NCDOT FO HH
ELEC VAULT
CONC
GUARDRAIL
GUARDRAIL
W/LT/MAST
W/LT/MAST
TPELEV=670.86’
E=1417598.5645
N=516604.4400
CALYX GPS-8SS
SSNCDOT FO HH
NCDOT FO HH
NCDOT FO HH
NCDOT FO HH
W
VDO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_16.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’NAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD 16RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE ARROWOOD ROAD STA. 76+00.00MATCHLINE SHEET 15TO END OF PROJECT»¿STA. 76ACC-33
ACC-34
1606
1605
CB
CB
1603
1604
1602
1601
RETAIN
COLLAR
COLLAR
10 SY GEOTEXTILE FABRIC
3 TONS CLASS B RIP RAP
1607
MH
FES
OEP
DRAIN PIPE
4" PERFORATED PVC
147 LF15’’ RCP-IV
41 LF15’’ RCP-IV18’’ RCP-IV 10 LF
18’’ RCP-IV 9 LF 30 LF15’’ RCP-IVPAVEMENT REMOVAL
MILLING
DB 31866 PG 718
25
21
OLYMPIC CORPORATE CENTER II, LLC
3800 ARCO CORPORATE DRIVE
PARCEL ID: 20104303
DB 14357 PG 592
WHITEHALL CORPORATE CENTER #1, LLC
PARCEL ID: 20104101
POT Sta. 79+85.3615:1 TAPER
200’ STORAGE
73’
11’
11’
18’
11’
11’
11’
AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB
8’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
12’ MULTI-USE PATH
9.00’ RT
+27.95
9.00’ LT
+27.95
31.00’ LT
+92.15
42.00’ RT
+05.68
9’ R
50’ R
50’ R
9.00’ RT
+81.38
478.94’
AND GUTTER
1’-6" CURB
76+00 77+00 78+00 79+00
SR 1143
CAT-1
STA. 76+80.00
BEGIN GUARDRAIL
9.00’ LT
+81.38
79.20’ LT
+42.12
95.97’ RT
+55.52
-L- ARROWOOD ROAD
-L- STA 78+55.52
END PROJECT
42.91’ RT
+28.50
SAWCUT(EXIST) 50’ R
38’ R
51.23’ LT
+86.50
53.50’ LT
+77.60
156 LF GUARDRAIL
318 LF GUARDRAIL
GUARDRAIL
TIE TO EXISTING
GUARDRAIL
TIE TO EXISTING
10’ UTILITY R/W 15’ DRAINAGE EASEMENT10’ DRAINAGE EASEMENT
EIP
EIP
EIP
EIP formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.W/T
W/LT
CANOPY
30"
STD
C&GMB4’ WOOD & WIRE MESH FENCE
30" STD C&G
4’ CONC SW
2 STORY FRAME
DWELLING
CONC SW
CONC
MB
ASPH
CONC
1 STORY BRICK
DWELLING
CONC SW
DECK
CONC SW
MB
4’ WOOD POST & BARBED WIRE FENCE
4’ THREE-RAIL WOOD FENCESSWMWV
WMEOIWMTEOIEOIEOIEOIGMEOI H
H
DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_17.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’NAD 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD 17RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE SANDY PORTER ROAD STA. 82+50.00MATCHLINE SHEET 18»¿TO STA. 82BEGINNING OF PROJECT1703CB
CB
DI
141 LF
149 LF
19 LF
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
REMOVE 53 LF 18’’ RCP
RETAIN
1704
1707 CB
154
LF
1702
1701
1700
15" RCP-IV
15" RCP-IV
15" RCP-IV
15"
RCP-IV
PAVEMENT REMOVAL
DB 20131 PG 64
DB 8391 PG 382
MICHAEL DAVID KRAKOWSKI, TRUSTEE
JESSIE M. WINDLEY
ROSCOE N. WINDLEY AND WIFE,
DB 8345 PG 956
KELLY T. VANDERIPE
DAVID T. DREW AND
DB 17698 PG 40
WILL FRED GREEN
LILLIAN GREEN AND HUSBAND,
26
27
3632 SANDY PORTER ROAD
PARCEL ID: 20102104
DB 33772 PG 330
PATRICIA D. GORDON
WILLIAM S. GORDON III AND WIFE,
3627 SANDY PORTER ROAD
PARCEL ID: 20147301
DB 34265 PG 407
TUBBERCURRY REAL ESTATE VENTURES, LLC
PC Sta. 78+53.02AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB
26’
16.5’
31.19’ LT
+43.74
16.5’ RT
+25.27
59’
8’ PLANTING STRIP
6’ SIDEWALK
80+00
20.71’ LT
+44.27
79+00
81+00
82+00
SR 1142
-Y1- STA. 79+09.57
BEGIN CONSTRUCTION
PI Sta 83+66.63
D
L = 1,013.23’
R = 2,510.00’
T = 513.61’
-Y1- SANDY PORTER ROAD
-Y1- SANDY PORTER ROAD
19.70’ LT
STA. 79+09.57
-Y1- SANDY PORTER RD
AND GUTTER
TIE TO EXISTING CURB
37.90’ LT
STA. 79+15.83
-Y1- SANDY PORTER RD
TIE TO EXISTING SIDEWALK
SAWCUT
STA. 79+20.71 TO STA. 83+20.86
RESET FENCE 3’ BEHIND SIDEWALK
(EXIST) e = NC
ACCESS EASEMENT10’ UTILITY EASEMENTEIPEIPformerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.W/T
W/LT
6’ CONC SWCONC
ASPH
GRAVEL
CONC
MB
MB
TPELEV=666.94’
E=1416135.9070
N=515336.9820
CALYX 26
PLANTER
PLANTER
PLANTER
PLANTER
CONC.CONC.YI
YI
YIYIYI
YI
SIREN
3R WD
GUY
APARTMENTS/CONDOS
GUY
DDFH
WMWVWVWMHHTEOIS TTHHH
H
DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_18.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’NAD
83
45IMPROVEMENT PROJECTBROWN-GRIER ROAD 18RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE SANDY PORTER ROAD STA. 82+50.00MATCHLINE SHEET 17SANDY PORTER ROAD STA. 87+00.00MATCHLINE SHEET 19»¿TO STA. 87»¿STA. 821808
1806
1807
CBCB
CB
CB
MH
DI
DI
154 LF
194 LF 21 LF199 LF
206 LF 15’’ RCP
REMOVE CB &
41 LF 15’’ RCP
REMOVE MH &
REMOVE 39 LF 24’’ RCP
RETAIN
ADJUST RIM
CONVERT TO MH &
RETAIN
1803
MH
ADJUST RIM
CONVERT TO MH &
RETAIN10
LF4
0 LF
ADJUST RIM
CONVERT TO MH &
RETAIN
1809MH
1908
1800
1802
1801
1804
DRAIN PIPE
4" PERFORATED PVC
15" RCP-IV
1
5" RCP-I
V15" RCP-IV15" RCP-IV
15’’ RCP-IV 5 LF
15" RCP-IV15" RCP-IVPAVEMENT REMOVAL
MILLING
29
26
27 38
30
28
DB 32647 PG 359
3716 MARGARET MITCHELL COURT
PARCEL ID: 20147106
DB 33223 PG 73
CHRISTY JOY PARTNERS, LLC
PARCEL ID: 20104302
3632 SANDY PORTER ROAD
PARCEL ID: 20102104
DB 33772 PG 330
PATRICIA D. GORDON
WILLIAM S. GORDON III AND WIFE,
3636 SANDY PORTER ROAD
PARCEL ID: 20102132
DB 30195 PG 575
PATRICIA D. GORDON
WILLIAM S. GORDON III AND WIFE,
SANDY PORTER ROAD
PARCEL ID: 20104312
DB 20895 PG 731
WHITEHALL CORPORATE CENTER, LLC
WH 3&5, LLC
3627 SANDY PORTER ROAD
PARCEL ID: 20147301
DB 34265 PG 407
TUBBERCURRY REAL ESTATE VENTURES, LLC
PI Sta 83+66.63
D
L = 1,013.23’
R = 2,510.00’
T = 513.61’
8:1
TAPER 200’ STORAGE
AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB +01.68.02+51.68+01.68.028’ PLANTING STRIP
12’ MULTI-USE PATH
8’ PLANTING STRIP
6’ SIDEWALK
27’
16.5’
44’63’
96’
57’
9’
11’
11’
11’
11’
16.50’ RT
+71.89
27.00’ RT
+71.23
27.50’ RT
+77.32
38.00’ RT
+76.88
5.50’ RT
+91.79
27.00’ RT
+00.56
AND GUTTER
1’-6" CURB .0137(EXIST) +51.68.026(EXIST) CLD STD. 10.25A
15’ DRIVE
STA. 83+92.97
CLD STD. 10.25A
15’ DRIVE
STA. 83+39.51
27.5’ RT
+64.27
85+00
27.50’ LT
+21.48
83+00
84+00 86+00
87+00
SR 1142
-Y1- SANDY PORTER ROAD
-Y1- SANDY PORTER ROAD
5.50’ RT
+77.32
5.75’ LT
+77.32
5.5’ R
11’
11’
11’
11’
1918.5’ R
TREE PROTECTION
SAWCUT
STA. 79+20.71 TO STA. 83+20.86
RESET FENCE 3’ BEHIND SIDEWALK
.02.02
50’ ACCESS EASEMENT35’X35’ SIGHT TRIANGLE35’X35’ SIGHT TRIANGLE
10’ TRAIL BUFFER10’ TRAIL BUFFER
10’ TRAIL BUFFER
100’ WOODLAND BUFFER
100’ WOODLAND BUFFER
100’ WOODLAND BUFFER
SLOPE EASEMENT
EIP
SIDEWALK EASEMENT
SIDE
WALK EASE
MENT
SITE TRIANGLES
SITE TRIANGLES formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.CONC SW
32" STD C&G
6’ CONC SWCONC
30" STD C&G24" VALLEY CURB18" CURB GUTTER6’ CONC SW W/3TCONCCONCADA PAD
ADA PAD
CDOT HH
DTPELEV=671.21’
E=1416293.7890
N=515754.6990
CALYX 27
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
CONC.CONC.MAT
RUB
H RAIL
MTL.
CONC.
MTL. H RAIL
CONC.CONC.CONC.HVAC(6)HVAC(3)HVAC(6)
YI
LP
YI
HVACHVAC(3)
YI
HVAC(3)
YI
YIYI
HVAC(6)SBRKAPARTMENTS/CONDOSAPARTMENTS/CONDOSAPARTMENTS/CONDOS
YI
DICV(2)
ICV(3)WVWMHHHHHHEOI
EOI
H RAIL
MTL.THHHH HHDO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_19.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’PULL BOX
PULL BOX
2" CONDUIT
NAD 83
45IMPROVEMENT PROJECTBROWN-GRIER ROAD 19RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE SANDY PORTER ROAD STA. 87+00.00MATCHLINE SHEET 18SANDY PORTER ROAD STA. 92+50.00MATCHLINE SHEET 13»¿TO STA. 92»¿STA. 87AC
C-
3
7
ACC-38ACC-35 AC
C-
3
6
1910
1911
1909
1900
CBCB
CB
1905
1904
1907
1903
1906
1902
1901
DI
CB
CB
CB
CB
CB
CB
DI
199 LF 25 LF161 LF 134 LF 202 LF
23 LF209 LF 15’’ RCP
REMOVE CB &
ADJUST RIM
CONVERT TO MH &
RETAIN
1912
MH
RETAIN
RETAIN
RETAIN
1913
CB
40 LFRETAIN
ADJUST RIM
CONVERT TO MH &
107 LF31 LF25 LF 15’’ RCP
REMOVE CB &
REBUILD CB
REMOVE &
279 LF 15’’ RCP
REMOVE CB &CB1914
MH
28 LFDRAIN PIPE
4" PERFORATED PVC
15" RCP-IV 15" RCP-IV15" RCP-IV15" RCP-IV15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV15" RCP-IV15" RCP-IVPAVEMENT REMOVAL
18
29
20
30
31
14308 BROWN GRIER ROAD
PARCEL ID: 20147109
DB 33223 PG 73
CHRISTY JOY PARTNERS, LLC
3716 MARGARET MITCHELL COURT
PARCEL ID: 20147106
DB 33223 PG 73
CHRISTY JOY PARTNERS, LLC
3940 ARCO CORPORATION DRIVE
PARCEL ID: 20104301
DB 29353 PG 430
WHITEHALL HOTEL, LLC
W ARROWOOD ROAD
PARCEL ID: 20104308
DB 20895 PG 731
WHITEHALL CORPORATE CENTER, LLC
SANDY PORTER ROAD
PARCEL ID: 20104312
DB 20895 PG 731
WHITEHALL CORPORATE CENTER, LLC PT Sta. 88+66.268:1 TAPER
8:1
TAPER
350’ STORAGE
350’ STORAGE
AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB
+34.26
.0084
+24.44
.0084
8’ PLANTING STRIP
12’ MULTI-USE PATH
96’57’
11’
11’
11’
11’
11’
5.50’ RT
+73.88
5.50’ RT
+73.88
29.88’ RT
+89.09
29.92’ LT
+15.90
31.00’ LT
+12.81
25.66’ RT
+48.70
31.00’ RT
+91.40
3.00’ LT
+99.40
40’ R
40’ R
50’ R
50’ R
87’62’
11’
11’
11’
AND GUTTER
1’-6" CURB
12’
12’
8.18’ RT
+02.09
9.00’ LT
+02.60
9.00’ RT
+02.60 31.00’
LT+50.9890+00
8.00’ LT
+09.87
88+00
89+00 91+00 92+00
+65.00
.002
(EXIST)
+65.00
.0108
(EXIST)11+0012+00SR 1142
608.16’CHRISTY JOY DRIVE-Y7- ARCO CORPORATE DRIVE -Y1- SANDY PORTER ROAD
40.50’ LT
+43.93
44.78’ LT
+51.91
STA. 90+57.29
SANDY PORTER RD.
TIE TO EXISTING S/W
7’ SIDEWALK
-Y7- ARCO CORP DRIVE STA. 10+00.00
-Y1- SANDY PORTER ROAD STA. 88+65.55=
TIE EQUALITY
STA. 11+15.00
-Y7- ARCO CORP DR.
EXISTING
TIE TO
STA. 11+38.00
-Y7- ARCO CORP DR.
EXISTING
TIE TO
77.27’ LT
STA. 88+72.60
-Y1- SANDY PORTER RD.
EXISTING
TIE TO
77.75’ LT
STA. 88+54.12
-Y1- SANDY PORTER RD.
EXISTING
TIE TO
8’ PLANTING STRIP
6’ SIDEWALK
1918.5’ R
47.47’ LT
+99.57
40’ R
38.27’ LT
+12.14
34’ R
40.50’ LT
+29.09
TREE PROTECTION
PROTECTION
TREE
SAWCUT.02.02.02.022" CONDUI
T
SIGHT TRIANGLESIGHT TRIANGLEEIPformerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.Primrose School of Lake Wylieat Steele Creek6’ CONC SWCONCCONCCONCCONCFHSTUMP
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LINK
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WVWV WMWMEOIEOIEOIEOIEOIH
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H
H
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T
T
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DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_20.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’PULL BOX
2" CONDUIT
RWM
NAD 83
45IMPROVEMENT PROJECTBROWN-GRIER ROAD 20RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE
S
ANDY PORTER ROAD
S
TA.
9
6
+0
0.
0
0MATCHLINE SHEET
1
3 SANDY PORTER ROAD STA. 101+50.00MATCHLINE SHEET 21»¿TO STA. 101»¿STA. 962016
2014
2013
2012
2011
2009
2007
2008
2010
2006
2005
2004
2002
2001
CBCB
CB
CB
CBCB
CB
CB
CB
DI
DI
DI
DI
DI
19 LF17 LF1
8 LF2003
151 LF 24’’ RCP
REMOVE CB &
25 LF 24’’ RCP
REMOVE CB & MH &
128 LF 24’’ RCP
REMOVE CB &
REMOVE 80 LF 18’’ RCP
REMOVE 63 LF 18’’ RCP
RETAIN
RETAIN
38 LF
CB
2015
OEP
DRAIN PIPE
4" PERFORATED PVC
1
5
’’ RCP-I
V
8
5 LF1
5
’’ RCP-I
V 80 LF
24’’ RCP-IV
24’’ RCP-IV 94 LF 15’
’
RCP-
I
V 94 LF
24’’ RCP-IV
38 LF
15’’ RCP-IV
24’’ RCP-IV 18’’ RCP-IV 54 LF18’’ RCP-IV 15’’ RCP-IV 35 LF18’’ RCP-IV 52 LF18’’ RCP-IV 37 LF 26 LF18’’ RCP-IV 61 LF18’’ RCP-IV
18’’ RCP-IV 194 LF
PAVEMENT REMOVAL
MILLINGDB 31866 PG 718
16
19
21
OLYMPIC CORPORATE CENTER II, LLC
DB 24961 PG 301
DEVELOPMENT COMPANY
MAHAL DESIGN &
PARCEL ID: 20104101
4000 GALLANT LANE
PARCEL ID: 20147102
DB 4986 PG 688
CHARLOTTE MECKLENBURG BOARD OF EDUCATION
3917 SANDY PORTER ROAD
PARCEL ID: 20147101
DB 2726 PG 281
DOROTHY CAROL GALLANT
D
R = 930.00’
8:1 TAPER
8:1 TAPER
AND GUTTER
2’-6" CURB
AND GUTTER
2’-6" CURB .028’ PLANTING STRIP
12’ MULTI-USE PATH
9.0’
3.00’ RT
+79.78
36.80’ RT
+99.76
4.50’ RT
+93.53
PT Sta. 99+75.17PI Sta 97+31.03
L = 500.75’
T = 256.61’+50.17.03+00.0042.00’ LT
+94.79
31.20’ LT
+15.14
6.00’ LT
+83.23
100+00
8’ PLANTING STRIP
6’ SIDEWALK
97+00
98+00
99+00
101+00
SR 1142
901.77’
-Y1- SANDY PORTER ROAD
-Y1- SANDY PORTER ROAD
STA. 95+32.97 TO STA. 98+17.09
PLACE FENCE 3’ BEHIND SIDEWALK
+00.00.025.03EXIST.025+50.00104.3’
8.00’ RT
+73.92
15.3’
11’
11’
11’
11’
15.3’
65.3’
27.50’ RT
STA. 101+16.45
-Y1- SANDY PORTER
SIDEWALK
TIE TO EXISTING
20.30’ RT
STA. 100+00
-Y1- SANDY PORTER
AND GUTTER
TIE TO EXISTING CURB
STA. 98+17.44
TIE TO EXISTING FENCE
980’ R
TREE PROTECTION
STA. 100+38.65
STA. 99+88.35 TO
1’ BEHIND ROW
PLACE CHAIN LINK FENCE
SAWCUT
.03PED PEDESTAL
SIGHT TRIANGLESIGHT TRIANGLEEIP
EIP formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.Primrose School of Lake Wylieat Steele CreekSI
LT FENCE5’ CONC SW6’ CONC SWASPHCONCCONC
GRAVEL
MB30" STD C&G3
0
" STD C&GADA PAD6’ CONC SWT
P
ELEV=673.07’
E=1416462.7960
N=516967.0610
CALYX 28
ATHLET
IC
TRACK 5’ CHAIN LINK FENCET
WMWMEOI
EOI
EOIE
OI
EOIEOIEOI
E
OI
SOIL/GR
3 STR MTL WIRE8’CHL
3 STR MTL WIRE8’CHL
FESF
L I
N
=671.54’
F
L
O
U
T
=671.05’FESBSTWDWD1SWDSSOIL/GR
G
R
A
S
S
G
R
A
S
S
G
R
A
S
S
P
WR
LI
N
E
DI
R.18"C&G18"C&G15" RCP
SANDY PORTER RD
HH
HH
HHHH
HH
HH
DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_21.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’NAD 83
45IMPROVEMENT PROJECTBROWN-GRIER ROAD 21RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE SANDY PORTER ROAD STA. 101+50.00MATCHLINE SHEET 20SANDY PORTER ROAD STA. 107+00.00MATCHLINE SHEET 22»¿TO STA. 107»¿STA. 101CB
2103
2101
RETAIN
RETAIN
STANDARD ’V’ DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
Min. D= 2 Ft.
D3:13:1
-L- STA. 104+00 TO 109+50 LT
DETAIL E
SEE DETAIL E
SPECIAL CUT DITCH
OEP
DRAIN PIPE
4" PERFORATED PVC
DRAIN PIPE
4" PERFORATED PVC
2105
2104
MH
18’’ RCP-IV 194 LF
18’’ RCP-IV 194 LF
17 LF18’’ RCP-IV18’’ RCP-IV 102 LF
23 LF 15" RCP-IV
REPLACE WITH
PAVEMENT REMOVAL
DB 24961 PG 301
MAHAL DESIGN & DEVELOPMENT COMPANY
16
21
32
SANDY PORTER ROAD
PARCEL ID: 20104115
DB 12859 PG 185
OLYMPIC CORPORATE CENTER II, LLC
4109 SANDY PORTER ROAD
PARCEL ID: 20108104
DB 08037 PG 77
DORA T. PRICE
4000 GALLANT LANE
PARCEL ID: 20147102
DB 4986 PG 688
CHARLOTTE MECKLENBURG BOARD OF EDUCATION
DB 31866 PG 718
OLYMPIC CORPORATE CENTER II, LLC
PARCEL ID: 20104101+50.006’ R
4.50’ LT
+30.76
4.50’ RT
+30.76
POT Sta. 11+86.25
9.0’
11’
105+00
STA. 103+87.88
TRANSITION
GUTTER
CURB AND
AND GUTTER
2’-6" CURB 8’ PLANTING STRIP
12’ MULTI-USE PATH
102+00 103+00
104+00 106+00 107+00.00+45.00.005(EXIST).023(EXIST)+45.00SR 1142
12’ MULTI-USE PATH
901.77’
-Y1- SANDY PORTER ROAD
PRIMROSE1 STA. 10+00.00
-Y1- SANDY PORTER ROAD STA. 103+69.05=
TIE EQUALITY.02+00.00+50.00.015.01+00.00CLD STD. 10.25A
15’ DRIVE
STA. 106+11.58
27.50’ RT
STA. 101+16.45
-Y1- SANDY PORTER
SIDEWALK
TIE TO EXISTING
39.50’ LT
+66.93
19’ R
41.97’ LT
+76.29
25’ R
45.21’ LT
+88.59
SAWCUT
EIP
EIP
7200 SANDY PORTER ROAD
PARCEL ID: 20104109
DB 12949 PG 525
OLYMPIC CORPORATE CENTER I, LLC formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.W/3
T
SILT FENCE
6’ CHAIN LINK FENCESILT FENCE6" CURBSILT FENCE18" STD C&G
18" STD C&GRIPRAP18" STD C&G
1 STORY FRAMEMODULAR
1 STORY FRAMEDWELLING
SHED
W/T
CONC SW6" CURB
ASPHCONC SW4’ CONC SW30" STD C&G18" STD C&G4’ CONC SWADA PAD
ADA PAD FHCONC PAD
5’ CONC SWSILT FENCE Olympic High SchoolT
P
ELEV=675.79’
E=1416771.9530
N=517562.3030
CALYX 29
AREA UNDER CONSTRUCTION
BOULDERSILT FENCE5’ CHAIN LINK FENCEVAULT
FHT WV
WVW
V
EOI
H
H
H
H
H
H
G
V
G
V
T
S
G
V
EOI
HH
HH
HH
HH
HH
T DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_22.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’NAD 83
45IMPROVEMENT PROJECTBROWN-GRIER ROAD 22RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE SANDY PORTER ROAD STA. 107+00.00MATCHLINE SHEET 21SANDY PORTER ROAD STA.
1
1
2
+5
0.
0
0MATCHLINE SHEET
2
3
»¿TO STA. 112»¿STA. 107RETAIN
RETAIN
RETAIN
AND KEEP AS OEP
REMOVE 3 LF OF PIPE
STANDARD ’V’ DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
Min. D= 2 Ft.
D
-L- STA. 104+00 TO 109+50 LT
STANDARD ’V’ DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
Min. D= 1 Ft.
D
-L- STA. 109+50 TO 112+10 LT 3:13:1 Varies 6.8:1 Varies 6.8:1
DETAIL E DETAIL F
SEE DETAIL F
SPECIAL CUT DITCH
SEE DETAIL E
SPECIAL CUT DITCH To 2:1To 3:1
DB 11903 PG 72
OLYMPIC CORPORATE CENTER II, LLC
3332
SANDY PORTER ROAD
PARCEL ID: 20104115
DB 12859 PG 185
OLYMPIC CORPORATE CENTER II, LLC
4301 SANDY PORTER ROAD
PARCEL ID 20108105
DB 31056 PG 341
MECKLENBURG CO.
4109 SANDY PORTER ROAD
PARCEL ID: 20108104
DB 08037 PG 77
DORA T. PRICE
PC Sta. 108+76.9433.52’ LT
+12.51
34.06’ LT
+50.79
110+00
D
PI Sta 113+44.31
L = 873.87’
T = 467.37’
R = 995.00’
12’ MULTI-USE PATH
12’ MULTI-USE PATH
107+00 108+00 109+00
111+00
112+00
SR 1142
-Y1- SANDY PORTER ROAD
PRIMROSE2 STA. 10+00.00
-Y1- SANDY PORTER ROAD STA. 108+29.09=
TIE EQUALITY
-Y1- SANDY PORTER ROAD
POT Sta. 11+50.82
PROTECT.
TREE
PROTECT.
TREE
PROTECT.
TREE
PROTECT.
TREE
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.SILT FENCE6’ CHAIN LINK FENCESILT FENCE6" CURBASPH
GRAVEL
18"
STD C&G18" STD C&GASPHCONCASPHGRAVEL
18" STD C&GTPELEV=680.35’
E=1416986.2652
N=518123.6313
CALYX GPS-3
DDEOICEOITEOIEO
I
H
H
H
H
H
H HHHHHHHHHH
DO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_23.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’NAD 83
45IMPROVEMENT PROJECTBROWN-GRIER ROAD 23RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE SANDY PORTER ROAD STA. 112+50.00MATCHLINE SHEET 22SANDY PORTER ROAD STA.
1
1
8
+0
0.
0
0MATCHLINE SHEET
2
4
»¿TO STA. 118»¿STA. 112RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
STANDARD ’V’ DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
Min. D= 2 Ft.
D3:13:1
-L- STA. 112+10 TO 116+50 LT
STANDARD ’V’ DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
Min. D= 2 Ft.
D
-L- STA. 117+00 TO 120+50 LT
STANDARD ’V’ DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
Min. D= 2 Ft.
D
-L- STA. 116+50 TO 117+00 LT Varies 3.8:1Varies 3.8:1
DETAIL E
DETAIL F DETAIL G
SEE DETAIL G
SPECIAL CUT DITCH
SEE DETAIL F
SPECIAL CUT DITCH
SEE DETAIL E
SPECIAL CUT DITCH Varies 2.9:1To 2.8:1
To 2:1Varies 3:1
To 2:1To 3:1To 2.8:1
To 2.3:1DB 11903 PG 72
OLYMPIC CORPORATE CENTER II, LLC
33
DB 26338 PG 683
OLYMPIC CORPORATE CENTER II, LLC
4301 SANDY PORTER ROAD
PARCEL ID 20108105
DB 31056 PG 341
MECKLENBURG CO.
D PT Sta. 117+50.80PI Sta 113+44.31
L = 873.87’
T = 467.37’
R = 995.00’
32.83’ LT
+16.57
32.65’ LT
+49.74
115+00
12’ MULTI-USE PATH
12’ MULTI-USE PATH
113+00
114+00
116+00
117+00
118+00
SR 1142
AND GUTTER
1’-6" CURB
-Y1- SANDY PORTER ROAD
-Y1- SANDY PORTER ROAD
50’ R
50’ R
PROTECT.TREE
15’ P
O
WER LINE E
ASE
ME
NT
EIPEIPformerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.W/LT6" CURB
6
" CURB6
" CURBASPHFO HHFO HH1 STORY BRICK
DWELLING
CONC SW
5.5’ CHAIN LINK FENCE
30" STD C&G 24" STD C&G18" CURBCONC1
8"
S
TD C&GSHRUBS18" STD C&GFHFHFO HHFO HHFO HHFO HHHHHHHHEOIEOIEOIEOIHHHHHHDO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_24.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’N
A
D 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD 24SANDY PORTER ROAD STA. 123+50.00MATCHLINE SHEET 25SANDY PORTER ROAD STA. 118+00.00MATCHLINE SHEET 23RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE »¿TO STA. 123»¿STA. 118RETAIN
RETAIN
RETAIN18 LFSTANDARD ’V’ DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
Min. D= 2 Ft.
D
-L- STA. 120+50 TO 124+30 LT
STANDARD ’V’ DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
Min. D= 2 Ft.
D
-L- STA. 117+00 TO 120+50 LT Varies 3.8:1To 2.3:1Varies 3.8:1
Varies 3.7:1
Varies 3.7:1To 3:1To 3:1
DETAIL G DETAIL H
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL G
SPECIAL CUT DITCH
2401
18" RCP-IVTo 3:1
PAVEMENT REMOVAL
DB 12015 PG 105
OLYMPIC CORPORATE CENTER II, LLC
DB 26338 PG 683
OLYMPIC CORPORATE CENTER II, LLC
33
4301 SANDY PORTER ROAD
PARCEL ID 20108105
DB 31056 PG 341
MECKLENBURG CO.
34
14340 WILLIAMS GLENN ROAD
PARCEL ID 20108301
DB 25024 PG 352
THANH L. CAO
13.29’ LT
+28.76
12.80’ LT
+86.53
32.43’ LT
+36.61
32.41’ LT
+74.57
120+00
12’ MULTI-USE PATH
12’ MULTI-USE PATH
12’ MULTI-USE PATH
118+00 119+00 121+00 122+00 123+00
SR 1142
-Y1- SANDY PORTER ROAD
50’ R
PROTECT.
TREE 50.15’ LT
+62.02
50.14’ LT
+67.03
2.5’ R
AND GUTTER
1’-6" CURB
ST SIGNSIGHT TRIANGLE SIGHT TRIANGLE
SIGN AND LANDSCAPE EASEMENT
15’ POWER LINE EASEMENT
SIG
N
A
N
D L
A
N
DS
C
APE E
ASE
ME
NT
SIG
HT T
RIA
N
GLE
SIGHT
TRIANGLE
15’ PDE 15’ PERMANENT DRAINAGE EASEMENT20’ PERMANENT DRAINAGE EASEMENTEIPEIP
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.ST SIGN
CONC
CONC PATIO
CONC PATIO
CONC PATIO
CONC PATIO
6’ W
O
O
D

P
R
IV
A
C
Y

F
EN
C
E
CONC
CONC
CONC
CONCDECK4’ CONC SWCONC SW5’ W
O
O
D PIC
K
E
T FE
N
C
E
30" STD C&G
2 STORY FRAME
DWELLING
2 STORY FRAME
DWELLING
2 STORY FRAME
DWELLING
1 STORY FRAME
DWELLING
4’ CONC SW4’ CONC SW5’ CONC SW5’ CONC SW4’ WOOD PICKET FENCE
H=3.5’; D=1.0’
STONE COLUMN
W=2.5’; D=2.5’
STONE COLUMN
W=2.5’; D=2.5’
STONE COLUMN
W=2.5’; D=2.5’
STONE COLUMN
W=2.5’; D=2.5’24" VALLEY CURB24" VALLEY CURBMBMBMBMBPLAY APPARATUS
ADA PAD
ADA PADTPELEV=680.04’
E=1416644.5097
N=519125.0217
CALYX GPS-4 WMWMWMWMWMWVEOICCTPMPMPMSGMGMGMGMGMEOIEOIEOIEOIDO NOT USE FOR CONSTRUCTION90 PLANS%APPROVED BYCAD FILE PATHPREPARED BYCHECKED BYDATEJOB NO.SCALENO.DATEBYDESCRIPTION10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Plan\BG_PSH_25.dgn512-16-019MAHHWCMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿1’’N
A
D 8345IMPROVEMENT PROJECTBROWN-GRIER ROAD 25SANDY PORTER ROAD STA. 123+50.00MATCHLINE SHEET 24RELOCATED BY OTHERS.
CONSTRUCTION LIMITS ARE TO BE
ALL UTILITY POLES WITHIN THE END OF PROJECT»¿STA. 123RETAIN
RETAIN
14 LF
EXTEND EX. PIPE
STANDARD ’V’ DITCH
( Not to Scale)
Ground
Natural
Ground
Natural
Min. D= 2 Ft.
D
-L- STA. 120+50 TO 124+30 LT
Varies 3.7:1
Varies 3.7:1To 3:1To 3:1
DETAIL H
SEE DETAIL H
SPECIAL CUT DITCH
CONCRETE COLLAR
2501
250224" RCP-IV
PAVEMENT REMOVAL
DB 15965 PG 644
TRISHA MAI
DB 30322 PG 877
DB 16797 PG 734
DB 27714 PG 305
DREAM HOMES OF CHARLOTTE, LLC
RAFAEL PEDROZA, MARRIED
THANH-THUY T. DUONG
HUOI A AND WIFE,
DB 21159 PG 633
PONCIANO GUTIERREZ MOGUEL
DB 12015 PG 105
OLYMPIC CORPORATE CENTER II, LLC
34
14340 WILLIAMS GLENN ROAD
PARCEL ID 20108301
DB 25024 PG 352
THANH L. CAO
POT Sta. 127+63.38125+00124+00
SR 1142
126+00 127+00
-Y1- STA. 124+85.72
END CONSTRUCTION
-Y8- WILLIAMS GLENN ROAD STA. 13+31.26
-Y1- SANDY PORTER ROAD STA. 124+89.44=
TIE EQUALITY
-Y1- SANDY PORTER ROAD -Y8- WILLIAMS GLENN ROAD
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.660
670
650
640
660
670
650
640
650
660
640
630
650
660
640
630
PROPOSED GRADE
EXISTING GROUND
EL = 660.64
STA. 13+24.00
BEGIN GRADE
LT DITCH PROFILE
ELEV. 657.50’
STA. 14+00.00
BEGIN LT DITCHEL = 660.92
STA. 13+02.92
BEGIN PROJECT
PROPOSED GRADE
EXISTING GROUND
LT DITCH PROFILE
ELEV. 645.50’
STA. 21+50.00
BEGIN LT DITCH
ELEV. 644.62’
STA. 22+95.00
END LT DITCH
ELEV. 646.92’
STA. 21+15.00
END LT DITCH DO NOT USE FOR CONSTRUCTION90 PLANS%13+00 14+00 15+00 16+00 17+00 18+00
18+00 19+00 20+00 21+00 22+00 23+00660.94660.12660.20659.34658.30657.29656.38655.73655.04654.32653.58652.94652.94652.61652.37652.01651.47650.57649.29648.09647.29646.99646.69659.72
659.14
658.74
658.74
657.90
657.90
657.05
657.05
656.21
656.21
654.55
654.55
653.82
653.82
653.21
653.21
652.70
652.70
LT. LIP
RT. LIP
LT. LIP
RT. LIP
655.37
655.37
LT. LIP
RT. LIP
LT. LIP
RT. LIP
652.70
652.70
652.30
652.30
651.99 651.68
651.68
651.12
651.12
650.27
650.27
649.15
649.15 648.14
648.14 647.39
647.39
646.91
646.91
646.58
646.58659.36658.52657.67656.83655.99655.17654.44653.83653.32653.32652.92652.61652.30651.74650.89649.77648.76648.01647.53647.20651.99
-L- BROWN-GRIER ROAD
-L- BROWN-GRIER ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_1.dgnHWCMAHMED512-16-019SHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ V660.64D.S. = 80+ MPH
K = 237
VC = 262’
EL = 653.49’
PI = 17+48.00
656.76
655.76
654.76
653.76
652.76
652.06
651.36
650.66
D.S. = 80+ MPH
K = 237
VC = 262’
EL = 653.49’
PI = 17+48.00
D.S. = 50 MPH
K = 85
VC = 150’
EL = 652.00’
PI = 20+05.00
D.S. = 50 MPH
K = 96
VC = 165’
EL = 648.00’
PI = 21+75.00
650.66
649.26
648.56
647.86
647.16
646.46
645.20 644.90
649.96
2645PROFILEBROWN-GRIER ROADIMPROVEMENT PROJECTBROWN-GRIER ROAD (-)0.5798%
(-)1.6863%
(-)1.6863%
(-)0.6370%
(-)2
.3529%
(-)2
.3529%
(-)0.5798%
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.660
650
640
630
660
650
640
630
650
640
620
630
650
640
620
630
PROPOSED GRADE
EXISTING GROUND
LT DITCH PROFILE
LT DITCH PROFILE
ELEV. 646.00’
STA. 23+00.00
BEGIN LT DITCH
ELEV. 644.75’
STA. 25+50.00
END LT DITCH
ELEV. 645.30’
STA. 26+00.00
BEGIN LT DITCH
ELEV. 642.50’
STA. 28+00.00
END LT DITCH
PROPOSED GRADE
EXISTING GROUND
LT DITCH PROFILE
ELEV. 641.25’
STA. 28+50.00
BEGIN LT DITCH
ELEV. 638.73’
STA. 31+02.00
END LT DITCH DO NOT USE FOR CONSTRUCTION90 PLANS%23+00 24+00 25+00 26+00 27+00 28+00
28+00 29+00 30+00 31+00 32+00 33+00647.20646.69646.89646.43646.57646.21645.91646.24645.82645.30645.37644.62644.92644.20644.47643.91643.99643.61643.15643.45642.61642.85642.85642.23641.60640.98640.35639.73639.10638.48637.85637.20636.32642.61642.05641.42640.78640.14639.59639.15639.07639.13639.06638.28646.27
646.27
645.95
645.95
645.62
645.62
645.14
645.20
644.53
644.75
643.85
643.85
643.37
643.37
642.83
642.83
642.23
642.23
LT. LIP
RT. LIP
LT. LIP
RT. LIP
644.30
LT. LIP
RT. LIP
LT. LIP
RT. LIP 642.23
641.61
641.61
640.98
640.98
640.36
640.36
639.73
639.73
639.11
639.11
638.48
638.48 637.86
637.86 637.23
637.23
636.58
636.58
635.70
635.70
646.58
646.58
642.23
-L- BROWN-GRIER ROAD
-L- BROWN-GRIER ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_2.dgnHWCMAHMED512-16-019SHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ VD.S. = 65 MPH
K = 218
VC = 56’
EL = 646.21’
PI = 24+56.00
D.S. = 80+ MPH
K = 450
VC = 160’
EL = 643.85’
PI = 27+20.00
EL = 644.99’CEDAR HILL STA. 15+39.58BROWN-GRIER STA. 29+92.27645.75 645.50 645.25 645.00
644.60 643.90 643.20
D.S. = 50 MPH
K = 85
VC = 110’
EL = 636.79’
PI = 32+85.00
640.75 640.25
639.75 639.25
2745PROFILEBROWN-GRIER ROADIMPROVEMENT PROJECTBROWN-GRIER ROAD (-)1.2496%
(-)0.8939%
(-)0.8939%
(-)0.6370%
(-)1.2496%(-)2
.5388%
(-)1.2496%
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.620
610
640
620
630
630
640
620
610
630
640
610
640
620
630
610
PROPOSED GRADE
EXISTING GROUND
EL = 627.32’
STA. 37+80.98
LOW POINT
9’x7’ RCBC
EXISTING GROUND
PROPOSED GRADE DO NOT USE FOR CONSTRUCTION90 PLANS%33+00 34+00 35+00 36+00 37+00 38+00
38+00 39+00 40+00 41+00 42+00 43+00638.28636.32635.14636.61633.87634.39631.69632.60629.11631.33630.07627.45629.01626.67628.21626.20627.66626.14627.37626.34627.34627.12627.34627.12628.42627.57628.04630.26632.17628.50633.62628.69634.32628.57628.16634.12627.45632.77626.65630.73628.62626.15627.06625.97634.52
634.52
633.25
633.25
631.98
631.98
630.71
630.71
629.45
629.45
627.56
627.56
627.04
627.04
626.75
626.75
626.72
626.72
LT. LIP
RT. LIP
LT. LIP
RT. LIP
628.39
628.39
LT. LIP
RT. LIP
LT. LIP
RT. LIP
626.72
626.72
626.95
626.95
627.42
627.42
627.88
627.88
627.07
627.07
627.95
627.95
627.54
627.54 626.83
626.83 626.03
626.03
625.53
625.53
625.35
625.35
635.70
635.70
-L- BROWN-GRIER ROAD
-L- BROWN-GRIER ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_3.dgnHWCMAHMED512-16-019SHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ VD.S. = 50 MPH
K = 85
VC = 110’
EL = 636.79’
PI = 32+85.00
D.S. = 50 MPH
K = 97
VC = 350’
EL = 626.00’
PI = 37+10.00
PIPE HYDRAULIC DATA
-L- STA. 35+93.54
FT= 627.8OVERTOPPING ELEVATION
CFS= 520OVERTOPPING DISCHARGE
YRS= 100+OVERTOPPING FREQUENCY
FT= 626.9100 YR HW ELEVATION
CFS= 460100 YEAR DISCHARGE
FT= 626.1DESIGN HW ELEVATION
CFS= 390DESIGN DISCHARGE
YRS= 25DESIGN FREQUENCY
AC= 32DRAINAGE AREA
D.S. = 50 MPH
K = 97
VC = 350’
EL = 626.00’
PI = 37+10.00
D.S. = 50 MPH
K = 84
VC = 242’
EL = 629.50’
PI = 40+36.00
D.S. = 45 MPH
K = 79
VC = 616’
EL = 621.72’
PI = 44+70.00
EL = 628.69’
STA. 40+05.65
HIGH POINT
2845PROFILEBROWN-GRIER ROADIMPROVEMENT PROJECTBROWN-GRIER ROAD (+)1.0736%(-)2
.5388%
(-)2
.5388%
(-)1.7926%(+)1.0736%
(+)1.0736%
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.620
610
650
640
630
630
640
620
610
630
640
660
650
640
630
660
EXISTING GROUND
PROPOSED GRADE
EL = 625.97’
STA. 43+03.71
LOW POINT
9’x7’ RCBC
EXISTING GROUND
PROPOSED GRADE DO NOT USE FOR CONSTRUCTION90 PLANS%43+00 44+00 45+00 46+00 47+00 48+00
53+0052+0051+0050+0049+0048+00627.06626.22625.95626.45627.68629.63632.46636.02639.48642.33644.67657.53658.45659.37644.67646.69648.28649.67651.40653.42654.64656.26657.42658.21658.92625.49
625.49
625.94
625.94
626.70 627.79
628.13
629.19
630.30
632.63
634.49
634.97
636.83
637.64
639.50
640.59
642.45
LT. LIP
RT. LIP
LT. LIP
RT. LIP
630.59
632.45
LT. LIP
RT. LIP
LT. LIP
RT. LIP
640.59
642.45
643.57
645.43
646.32
648.18
648.78
650.64
650.69
652.79 654.65
654.02
656.21 657.48
655.28 656.27
658.48
657.24
659.34
658.53
659.83
625.35
625.35
625.97626.11626.56627.32628.41629.81631.52633.56635.90638.57641.52641.52644.50647.25649.71651.86653.72655.28656.55-L- BROWN-GRIER ROAD
-L- BROWN-GRIER ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_4.dgnHWCMAHMED512-16-019SHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ VD.S. = 45 MPH
K = 79
VC = 616’
EL = 621.72’
PI = 44+70.00
EL = 627.30’GRIERS FORK STA. 13+64.82BROWN-GRIER STA. 44+48.59PIPE HYDRAULIC DATA
-L- STA. 44+02.76
FT= 626.4OVERTOPPING ELEVATION
CFS= 460OVERTOPPING DISCHARGE
YRS= 50+OVERTOPPING FREQUENCY
FT= 626.7100 YR HW ELEVATION
CFS= 500100 YEAR DISCHARGE
FT= 625.9DESIGN HW ELEVATION
CFS= 430DESIGN DISCHARGE
YRS= 25DESIGN FREQUENCY
AC= 32DRAINAGE AREA
D.S. = 50 MPH
K = 84
VC = 350’
EL = 654.00’
PI = 50+08.00
EL = 654.17’GALLANT STA. 10+00.00BROWN-GRIER STA. 50+63.462945PROFILEBROWN-GRIER ROADIMPROVEMENT PROJECTBROWN-GRIER ROAD (+)6.0000%
(-)1.7926%
(+)1.8390%
(+)6.0000%
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.650
670
660
650
670
640
660
650
670
660
640
680
650
670
660
680
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND LT DITCH PROFILE
ELEV. 671.40’
STA. 61+00.00
BEGIN LT DITCH DO NOT USE FOR CONSTRUCTION90 PLANS%53+00 54+00 55+00 56+00 57+00 58+00
58+00 59+00 60+00 61+00 62+00 63+00659.37658.92660.29659.97661.21660.80662.13661.55663.05662.15663.97663.11664.00664.85665.90667.18668.38668.57669.48670.40671.22671.92672.48672.91673.22673.39673.44673.35668.38669.38670.35671.11671.59672.08672.27672.45672.58672.79672.89659.59
660.32
660.47
660.81
661.46 662.43
662.43
663.35
663.35
665.19
665.19
666.11 667.03
667.03
667.95
667.95
LT. LIP
RT. LIP
LT. LIP
RT. LIP
664.27
664.27
658.53
659.83
LT. LIP
RT. LIP
LT. LIP
RT. LIP
667.95
667.95
668.86
668.86
669.78
669.78
670.60
670.60
671.26
671.30 671.70
672.18
672.07 672.38
672.45 672.58
672.55
672.60
672.60
672.51
672.86
661.51
671.78 668.57667.65666.73665.81664.89-L- BROWN-GRIER ROAD
-L- BROWN-GRIER ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_5.dgnHWCMAHMED512-16-019SHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ VD.S. = 60 MPH
K = 192
VC = 700’
EL = 676.62’
PI = 62+38.00
EL = 673.44’
STA. 62+41.98
HIGH POINT
671.15 670.90 670.65 670.40
3045PROFILEBROWN-GRIER ROADIMPROVEMENT PROJECTBROWN-GRIER ROAD (+)1.8390%
(+)1.8390%
(-)1.7976%(+)1.8390%
(+)1.8390%
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.650
670
660
650
670
680
660
680
650
670
660
680
650
670
660
680
EXISTING GROUND
PROPOSED GRADE
ELEV. 670.35’
STA. 63+10.00
END LT DITCH
PROPOSED GRADE
EXISTING GROUND
EL = 660.24’
STA. 72+37.04
LOW POINT
RT DITCH PROFILE
ELEV. 665.10’
STA. 68+50.00
BEGIN RT DITCH
ELEV. 659.52’
STA. 71+00.00
END RT DITCH DO NOT USE FOR CONSTRUCTION90 PLANS%68+0067+0066+0065+0064+0063+00
68+00 69+00 70+00 71+00 72+00 73+00672.89672.96672.73671.81671.03670.21669.31668.43667.59666.75665.89665.89665.41664.64663.39662.48661.58660.77660.11659.68659.65659.96672.91 671.41
671.86
670.44
671.28
668.42
668.68
667.30
668.93
666.46
668.04
665.64
667.14
LT. LIP
RT. LIP
LT. LIP
RT. LIP
669.58
670.42
LT. LIP
RT. LIP
LT. LIP
RT. LIP
665.64
667.14 666.26
663.88
665.42
662.98
664.60
662.08
663.78
661.20
662.92
660.40
662.12
659.51
660.95
659.73
661.15
672.51
672.86
673.35673.14672.79672.31671.71670.97670.11669.21668.31667.42666.52666.52665.62664.72663.82662.92662.02661.20660.63660.31660.25660.45-L- BROWN-GRIER ROAD
-L- ARROWOOD ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_6.dgnHWCMAHMED512-16-019SHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ VD.S. = 60 MPH
K = 192
VC = 700’
EL = 676.62’
PI = 62+38.00
EL = 672.71’SANDY PORTER STA. 93+96.71BROWN-GRIER STA. 64+09.35D.S. = 50 MPH
K = 98
VC = 390’
EL = 658.32’
PI = 72+56.00
664.08
663.06
662.04
661.02 EL = 660.40’WHITEHALL PARK STA. 15+26.06ARROWOOD STA. 71+82.373145PROFILEBROWN-GRIER ROADIMPROVEMENT PROJECTBROWN-GRIER ROAD (-)1.7976%
(+)2.1850%(-)1.7976%
(-)1.7976%
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.650
670
660
680
650
670
660
680
650
670
660
680
650
670
660
680
PROPOSED GRADEPROPOSED GRADE
EXISTING GROUND
EL = 664.42
STA. 75+35.00
END GRADE
EXISTING GROUND
EL = 671.55
STA. 78+54.43
END PROJECT DO NOT USE FOR CONSTRUCTION90 PLANS%78+0077+0076+0075+0074+0073+00659.96660.50661.35662.45663.60664.69666.17667.39668.56669.63670.71660.19
661.59
660.92
662.30
661.90
663.26
663.01
664.29
663.95
665.05
666.25
667.32
667.42
668.43
668.59
669.55
669.75
670.67
LT. LIP
RT. LIP
LT. LIP
RT. LIP
665.09
666.18
659.73
661.15
660.45660.89661.60662.56663.65LT. LIP
RT. LIP
78+00 79+00
LT. LIP
RT. LIP
670.71671.43672.53-L- ARROWOOD ROAD
-L- ARROWOOD ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_7.dgnHWCMAHMED512-16-019SHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ V664.42D.S. = 50 MPH
K = 98
VC = 390’
EL = 658.32’
PI = 72+56.00
32PROFILEARROWOOD ROAD45IMPROVEMENT PROJECTBROWN-GRIER ROAD (+)2.1850%
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.640
650
670
660
680
650
670
660
680
670
640
660
650
660
650
670
STA. 79+09.57
BEGIN CONSTRUCTION
EXISTING GROUND
PROPOSED GRADE
EL = 663.45
STA. 83+51.68
BEGIN GRADE DO NOT USE FOR CONSTRUCTION90 PLANS%LT. LIP
RT. LIP
LT. LIP
RT. LIP
LT. LIP
RT. LIP
LT. LIP
RT. LIP
78+00 79+00 80+00 81+00 82+00 83+00660.54660.21660.01659.77659.76660.09660.18660.32660.64661.27662.2988+0087+0086+0085+0084+00664.96666.46667.59668.32668.67668.93669.19669.49669.84663.38664.64665.88666.95667.92667.90668.25668.65668.95669.3683+00662.29662.67
663.14
664.41
664.63
661.81
662.00
665.91
666.13
667.04
667.20
667.77
667.82
668.11
668.12
668.37
668.37
668.62
668.63
668.91
668.91
669.24
669.21
659.22 659.08 659.42 659.72 659.90
660.07
660.34
660.33
660.96
660.95
661.81
662.00
-Y1- SANDY PORTER ROAD
-Y1- SANDY PORTER ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_8.dgn512-16-019HWCMAHMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ V663.45D.S. = 45 MPH
K = 62
VC = 160’
Elev. = 668.15’
PI = 85+02.00
D.S. = 80+ MPH
K = 571
VC = 250’
Elev. = 669.76’
PI = 88+08.00
33PROFILESANDY PORTER ROADIMPROVEMENT PROJECTBROWN-GRIER ROAD 45(+)0.5261%(+)3.1267%(+)0.5261%
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.650
670
660
650
670
680
660
680
650
670
660
680
650
670
660
680
PROPOSED GRADE
EXISTING GROUND
672.43PROPOSED GRADE
EXISTING GROUND DO NOT USE FOR CONSTRUCTION90 PLANS%LT. LIP
RT. LIP
LT. LIP
RT. LIP
LT. LIP
RT. LIP
LT. LIP
RT. LIP
669.99669.24
669.21
670.51
670.61
670.99
670.99
671.47
671.47
671.95
671.95
672.44
672.44
672.83
672.83
672.90
672.90
673.25
672.66
88+00 89+00 90+00 91+00 92+00 93+00669.84670.22670.66671.13671.61672.09672.57673.06673.45673.52673.28669.36669.65670.11670.57671.04671.59672.23672.65672.96673.16672.9998+0097+0096+0095+0094+0093+00673.28673.00672.76673.04673.31673.59673.82673.90673.82672.88672.61672.52672.45672.48672.33672.69673.25673.30672.96672.99673.72
671.85
674.30
672.34
674.57
672.61
674.85
672.98
675.08
673.12
675.09
673.21
675.83
673.13672.62
673.25
672.66
-Y1- SANDY PORTER ROAD
-Y1- SANDY PORTER ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_9.dgn512-16-019HWCMAHMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ VD.S. = 80+ MPH
K = 571
VC = 250’
Elev. = 669.76’
PI = 88+08.00
EL = 670.35’ARCO CORP STA. 10+00.00SANDY PORTER STA. 88+65.55EL = 673.54’
STA. 92+34.66
HIGH POINT
D.S. = 45 MPH
K = 72
VC = 110’
Elev. = 673.73’
PI = 92+20.00
672.92BROWN-GRIER ROAD672.43D.S. = 60 MPH
K = 151
VC = 184’
Elev. = 674.18’
PI = 97+58.00
34PROFILESANDY PORTER ROADIMPROVEMENT PROJECTBROWN-GRIER ROAD 45(+)0.9636%(-)0.5580%
(+)0.9636%
(+)0.5261%
(-)0.5580%(-)0.6598%
(+)0.5493%
(+)0.5493%
(-)0.6682%
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.650
670
660
650
670
680
660
680
650
670
660
680
650
670
660
680PROPOSED GRADE
EXISTING GROUND
EL = 672.87’
STA. 99+87.26
LOW POINT
(-)0.6682%(+)0.3558%
(+)0.3558%(-)0.3158%(+)0.4423%(+)0.3280%
(-)0.3158%(+)0.4423%
EL = 673.05’
STA. 100+78.32
HIGH POINT
EL = 672.95’
STA. 101+45.83
LOW POINT
PROPOSED GRADE
673.96PROPOSED GRADE
LT DITCH PROFILE
EXISTING GROUND
ELEV. 671.49’
STA. 104+00.00
END LT DITCH
DO NOT USE FOR CONSTRUCTION90 PLANS%LT. LIP
RT. LIP
LT. LIP
RT. LIP
LT. LIP
RT. LIP
LT. LIP
RT. LIP
98+00 99+00 100+00 101+00 102+00 103+00673.82673.57673.23672.97672.90673.02673.03672.95673.09673.31673.48672.96672.95672.90672.86672.82672.83672.85672.94673.06673.22673.41674.33
672.90
673.83
672.58
674.83
673.13
673.49
672.34
673.33 673.45 673.37 673.29 673.43 673.57 673.65
108+00107+00106+00105+00104+00103+00673.48673.65673.41673.53673.76673.98674.28674.60674.85675.03675.25675.59675.99673.65 673.65
673.81-Y1- SANDY PORTER ROAD
-Y1- SANDY PORTER ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_10.dgn512-16-019HWCMAHMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ VD.S. = 60 MPH
K = 151
VC = 184’
Elev. = 674.18’
PI = 97+58.00
D.S. = 50 MPH
K = 98
VC = 100’
Elev. = 672.75’
PI = 99+72.00
D.S. = 55 MPH
K = 116
VC = 78’
Elev. = 673.12’
PI = 100+76.00
D.S. = 50 MPH
K = 98
VC = 74’
Elev. = 672.88’
PI = 101+52.00
D.S. = 50 MPH
K = 88
VC = 10’
Elev. = 673.34’
PI = 102+56.00
673.96671.70 671.95 672.33 672.48 672.67 672.96
673.31 673.34
35PROFILESANDY PORTER ROADIMPROVEMENT PROJECTBROWN-GRIER ROAD 45(-)0.6682%
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.650
670
660
680
650
670
660
680
670
660
680
690
670
660
680
690
670
660
680
690
EXISTING GROUND
LT DITCH PROFILE
ELEV. 675.20’
STA. 109+50.00
BEGIN LT DITCH
ELEV. 674.32’
STA. 112+10.00
END LT DITCH
EXISTING GROUND
LT DITCH PROFILE
ELEV. 677.55’
STA. 117+00.00
END LT DITCH
ELEV. 678.45’
STA. 116+50.00
BEGIN LT DITCH DO NOT USE FOR CONSTRUCTION90 PLANS%LT. LIP
RT. LIP
LT. LIP
RT. LIP
108+00 109+00 110+00 111+00 112+00 113+00678.49676.60676.41676.23676.23676.55676.97677.41677.91676.40675.99118+00117+00116+00115+00114+00113+00678.49678.99679.43679.89680.24680.48680.70680.80680.70680.56680.55-Y1- SANDY PORTER ROAD
-Y1- SANDY PORTER ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_11.dgn512-16-019HWCMAHMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ V675.20 675.00 674.80 674.60 674.40 674.30
675.50 676.70
674.20673.77673.34
676.68 676.79
677.53
677.98 678.18 678.29
677.70 677.85
36PROFILESANDY PORTER ROADIMPROVEMENT PROJECTBROWN-GRIER ROAD 45
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.670
660
680
670
660
680
690 690
670
660
680
690
670
660
680
690
LT DITCH PROFILE
EXISTING GROUND
ELEV. 679.24’
STA. 120+50.00
BEGIN LT DITCH
EXISTING GROUND
STA. 124+85.72
END CONSTRUCTION
LT DITCH PROFILE
ELEV. 677.79’
STA. 124+30.00
END LT DITCH DO NOT USE FOR CONSTRUCTION90 PLANS%LT. LIP
RT. LIP
LT. LIP
RT. LIP
118+00 119+00 120+00 121+00 122+00 123+00680.57680.85680.93680.92681.00681.04680.95680.79680.69680.65680.55127+00126+00125+00124+00123+00680.57680.58680.37680.20680.21680.66681.53682.55683.62684.75-Y1- SANDY PORTER ROAD
-Y1- SANDY PORTER ROAD
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_12.dgn512-16-019HWCMAHMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ V678.25
677.85 678.00
679.24 679.09 678.94 678.79 678.40 678.25
679.10
678.68
678.24 678.09
EL = 680.13’WILLIAMS GLENN STA. 13+31.26SANDY PORTER STA. 124+89.4437PROFILESANDY PORTER ROADIMPROVEMENT PROJECTBROWN-GRIER ROAD 45
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.640
630
650
640
630
670
660 660
640
650
660
630
630
640
650
620(-)5.0919%(+)1.8000%
EL = 641.06’
STA. 13+57.99
LOW POINT(-)3
.8
3
6
0%(-)5.0919%DO NOT USE FOR CONSTRUCTION%DO NOT USE FOR CONSTRUCTION90 PLANS%LT. LIP
RT. LIP
LT. LIP
RT. LIP
10+00 11+00 12+00 13+00650.05648.05645.51643.03641.17652.0013+0012+0011+0010+00 623.15623.70624.24652.35650.41648.21654.50
652.15
650.15
650.37
647.78
648.00
LT. LIP
RT. LIP
LT. LIP
RT. LIP
623.98625.48624.16
623.74
625.71
625.25
14+00 15+00641.37641.39640.60641.07645.72643.29641.70643.12645.23645.28
645.50
642.85
643.07
641.28
641.48
640.78
640.84
641.23
641.25
12+00643.66642.61642.56643.52643.26644.20643.74
643.49
-Y5- GALLANT LANE
-Y3- CEDAR HILL DRIVE -Y4- GRIERS FORK DRIVE
APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_13.dgn512-16-019HWCMAHMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ V654.26EL = 653.06’STA. 10+31.46BEGIN GRADED.S. = 45 MPH D.S. = 25 MPH
K = 26
VC = 180’
EL = 639.86’
PI = 13+15.00
EL = 641.48’STA. 14+05.00END GRADEPI = 11+30.00
EL = 649.28’
VC = 100’
K = 80
645.00EL = 642.68’STA. 11+06.00BEGIN GRADEEL = 644.33’STA. 11+76.20END GRADEDS = 30 MPH
K = 38
VC = 106’
EL = 624.10’
PI = 12+68.00
EL = 623.15’STA. 12+00.00BEGIN GRADEEL = 626.61’STA. 13+33.56END GRADE38IMPROVEMENT PROJECTBROWN-GRIER ROAD SIDE ROAD PROFILES45(-)3
.5
283%
(+)2.1263%
(+)2.3504%(+)4.1756%
(+)1.3971%
(+)4.1756%
(+)2.2073%627.30
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.660
650
670
660
650
670
680 680
660
650
670
680 DO NOT USE FOR CONSTRUCTION%DO NOT USE FOR CONSTRUCTION90 PLANS%LT. LIP
RT. LIP
LT. LIP
RT. LIP
10+00 11+00 10+00 11+00 12+00671.47661.71669.49670.97671.54658.63LT. LIP
RT. LIP
14+00 15+00660.71659.68670.21
669.33
659.68
669.91
659.99669.68-Y7- ARCO CORPORATE DRIVE-Y6B- WHITEHALL PARK DRIVE (LEFT)
-Y6A- WHITEHALL PARK DRIVE (RIGHT)APPROVED BYPREPARED BYCAD FILE PATHJOB NO.CHECKED BYDATESCALE10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Profile\Brown-Grier__PFLSheet_14.dgn512-16-019HWCMAHMEDSHEETOFOCTOBER 2020Plans Prepared By:»¿H 1’’ £ 20’ V660.42DS = 25 MPH
K = 27
VC = 58’
EL = 660.28’
PI = 10+66.00
EL = 659.69’STA. 10+36.46BEGIN GRADEEL = 661.49’STA. 10+95.00END GRADE670.35EL = 669.84’STA. 10+25.31BEGIN GRADEEL = 669.58’STA. 10+65.00END GRADE(+)0.9741%(-)1.9990%660.39660.91EL = 660.45’STA. 14+70.00BEGIN GRADEEL = 661.01’STA. 14+95.05END GRADE39IMPROVEMENT PROJECTBROWN-GRIER ROAD SIDE ROAD PROFILES45(+)1.9973%(+)4.1827%(-)2.0022%
(-)2.0150%
(-)0.6656%
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.660
660
660
665
660
665
655
660
665
655
660
665
660
660
660
665
660
665
655
660
665
655
660
665
15+00.00
14+50.00
14+00.00
13+50.00
13+00.00
12+50.00
0
67
131
161
661.38
660.94
660.12
4:1
0.016659.720.019 659.14 660.204:1
0.015 0.015
659.34 659.360.020 0.020658.74658.744:1 4
:1
4:10.015 0.015
658.30 658.520.020 0.020657.90657.904:1 4:14:10.015 0.015
657.29 657.670.020 0.020657.05657.054:1 4
:14:10.015 0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-150
0
17
17
62
55
10
25
87
14
22
87
EX. R/WEX. R/WTCETCEUTEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.655
660
655
660
655
660
655
660
650
655
660
650
655
660
655
660
655
660
655
660
655
660
650
655
660
650
655
660
18+00.00
17+50.00
17+00.00
16+50.00
16+00.00
15+50.00
158
138
111
92
111
138
656.38 656.830.020 0.020656.21656.214:1 4
:14:1
0.015 0.015
655.73 655.990.020 0.020655.37655.374:1 4
:1
4:1
0.015 0.015
655.04 655.170.020 0.020654.55654.554:1 4
:14:10.015 0.015
654.32 654.440.020 0.020653.82653.824:1 4:14:14:1
0.015 0.015
653.58 653.830.020 0.020653.21653.214:1 4
:1
4:10.015 0.015
652.94 653.320.020 0.020652.70652.704:1 4:14:10.015 0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-214
25
83
25
36
66
30
51
54
32
57
46
36
63
74
43
73
75
EX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.650
655
660
650
655
650
655
660
650
655
650
655
650
655
650
655
660
650
655
650
655
660
650
655
650
655
650
655
21+00.00
20+50.00
20+00.00
19+50.00
19+00.00
18+50.00
140
121
108
126
138
140
652.61 652.920.020 0.020652.30652.304:1 4
:1
4:10.015 0.015
652.37 652.610.020 0.020651.99651.994:1 4:1
4:10.015 0.015
652.01 652.300.020 0.020651.68651.684:1 4
:14:10.015 0.015
651.47 651.740.020 0.020651.12651.124:1 4
:14:10.015 0.015
650.57 650.890.020 0.020650.27650.274:1 4:1
4:10.015 0.015
649.29 649.770.020 0.020649.15649.154:1 4
:1
4:10.015 0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-345
81
77
48
85
54
41
82
63
32
68
73
20
47
75
19
35
76
EX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.645
650
655
640
645
650
655
660
645
650
655
645
650
655
645
650
655
645
650
655
640
645
650
655
660
645
650
655
645
650
655
645
650
655
23+00.00
22+50.00
22+00.00
21+50.00
21+44.67
98
9
147
184
164
1.5%5.5%
8.0’5.0’
2%
5.0’
6%
12.0’5.0’
12%
6.8’
6%
648.18 648.73648.09 648.760.020 0.020648.144:1
DRIVEWAYMATCHLINE4:10.015
647.29 648.010.020 0.020647.39647.394:1 4:14:10.015 0.015
646.99 647.530.020 0.020646.91646.914:1 4
:1
4:10.015 0.015
646.69 647.200.020 0.020646.58646.584:1 4
:14:10.015 0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-48
22
42
19
3
45
23
39
40
58
85
16
51
93
114
TCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTESDEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.645
650
645
650
645
650
645
650
645
650
635
640
645
650
655
645
650
645
650
645
650
645
650
645
650
635
640
645
650
655
26+00.00
25+50.00
25+00.00
24+50.00
24+00.00
23+50.00
115
56
56
64
79
79
646.43 646.890.020 0.020646.27646.274
:1
4
:14:14:1
0.015 0.015
646.21 646.570.020 0.020645.95645.954
:14:14:14:1 0.015 0.015
645.91 646.240.020 0.020645.62645.624
:14:14:14:10.015 0.015
645.30 645.820.020 0.020645.14645.204
:14:14:14
:10.015 0.015
644.62 645.370.020 0.020644.53644.754
:14:14:14:10.015 0.015
644.20 644.920.020 0.020644.30CEDAR HILLMATCHLINE4
:14:14:10.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-556
66
31
78
124
29
76
143
32
87
151
37
107
180
48
63
157
38
EX. R/WEX. R/WTCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTESUEEX. R/WEX. R/WTCETCEUTESUEEX. R/WEX. R/WTCETCEUTESDESUEEX. R/WTCESUEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.645
650
645
650
640
645
650
640
645
650
640
645
650
640
645
645
650
645
650
640
645
650
640
645
650
640
645
650
640
645
29+00.00
28+50.00
28+00.00
27+50.00
27+00.00
26+50.00
65
93
180
232
248
250
643.91 644.470.020 0.020643.85643.854:1
4
:14:14:10.015 0.015
643.61 643.990.020 0.020643.37643.374
:1 4:14:14:10.015 0.015
643.15 643.450.020 0.020642.83642.834:1
4
:14:14:10.015 0.015
FENCE
642.61 642.853:10.020 0.020642.23642.234:14:14:10.015 0.015
FENCE
642.05 642.230.020 0.020641.61641.614:1
4
:14:14:10.015 0.015
FENCE
641.42 641.603:10.020 0.020640.98640.984:14:14:10.015 0.015
FENCE
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-678
130
32
84
150
68
71
143
127
61
122
124
50
103
144
79
120
126
EX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTESDEEX. R/WTCETCEUTEEX. R/WTCETCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.635
640
645
635
640
645
635
640
645
635
640
645
640
645
635
640
645
635
640
645
635
640
645
635
640
645
640
645
31+00.00
30+50.00
30+00.00
29+50.00
31+25.08
233
229
228
230
57
640.78 640.980.020 0.020640.36640.364:1 4:14:14:10.015 0.015
FENCE
640.14 640.353:10.020 0.020639.73639.734:1
4:14:10.015 0.015
FENCE
639.59 639.733:10.020 0.020639.11639.114:14:14:10.015 0.015
FENCE
639.15 639.103:10.020 0.020638.48638.484
:14:14:10.015 0.015
FENCE
1.5%5.5%
8.0’5.0’9.9’
6%
12.0’
4%
639.10638.6740 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-794
160
125
100
179
121
82
168
125
74
144
123
65
64
0
EX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTESDEEX. R/WTCEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.635
640
645
630
635
640
645
630
635
640
645
625
630
635
640
645
635
640
645
630
635
640
645
630
635
640
645
625
630
635
640
645
33+00.00
32+50.00
32+00.00
31+50.00
56
213
172
159
639.07 638.483:10.020 0.020637.86637.864:1
0.015 0.015
FENCE
639.13 637.853:10.020 0.020637.23637.234:1
0.015 0.015
FENCE
639.06 637.203:10.020 0.020636.58636.584
:10.015 0.015
FENCE
638.28 636.323:13:10.020 0.020635.70635.700.015 0.015
FENCE
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-894
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EX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.625
630
635
640
645
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640
645
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34+00.00
33+50.00
33+55.44
34+01.01
166
9
0
2
636.61 635.143:10.020 0.020 634.52DRIVEWAYMATCHLINE0.015
FENCE
1.5%5.5%
8.0’5.0’
6%
12.0’
2
2%
14%
6%2%
14%
5.0’15.0’5.0’5.0’9.2’
636.39634.88634.39 633.870.020 0.020633.254
:1DRIVEWAYMATCHLINE0.015
1.5%5.5%
8.0’5.0’
2%
5.0’
6%
12.0’
14%
2
2%
14%6%
5.0’5.0’8.5’14.0’
634.34 633.7240 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-956 84
259
32
0
442
0
39
6
106
384
277
TCEUTEEX. R/WTCEEX. R/WTCETCEUTETCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.625
630
635
640
625
630
635
625
630
635
625
630
635
625
630
635
625
630
635
640
625
630
635
625
630
635
625
630
635
625
630
635
36+50.00
36+00.00
35+50.00
35+00.00
34+50.00
182
493
996
1120
938
631.69 632.600.020 0.020631.98631.984:14:1
0.015 0.015
FENCE
629.11 631.333:1 3:10.020 0.020630.71630.710.015 0.015
FENCE
627.45 630.073:1 3:10.020 0.020629.45629.450.015 0.015
FENCE
626.67 629.013:1
3:10.020 0.020628.39628.390.015 0.015
FENCE
626.20 628.213:10.020 0.020627.56627.564:1 0.015 0.015
FENCE
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-1089
116
95
0
83
0
0
0
0
0
0
437
639
571
442
EX. R/WTCETCEUTEEX. R/WTCETCEUTESDESDEEX. R/WTCETCEUTESDESDEEX. R/WTCEUTESDESDEEX. R/WTCETCEUTESDEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.625
630
635
625
630
635
625
630
635
625
630
635
625
630
635
625
630
635
625
630
635
625
630
635
625
630
635
625
630
635
39+00.00
38+50.00
38+00.00
37+50.00
37+00.00
454
292
147
35
684
626.14 627.663:10.020 0.020627.04627.044:1 0.015 0.015
FENCE
626.34 627.370.020 0.020626.75626.754:1 4:1
0.015 0.015
FENCE
627.12 627.340.020 0.020626.72626.724:1
4:10.015 0.015
FENCE
628.42 627.570.020 0.020626.95626.954:14:10.015 0.015
FENCE
630.26 628.040.020 0.020627.42627.424:14:1
0.015 0.015
FENCE
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-110
0
1
1
194
27
26
121
38
424
0
296
132
147
326
EX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.630
635
630
635
640
630
635
640
630
635
640
630
635
640
645
630
635
630
635
640
630
635
640
630
635
640
630
635
640
645
41+00.00
40+50.00
40+00.00
39+50.00
41+17.85
0
0
0
0
0
632.17 628.503:10.020 0.020627.88627.884:1
0.015 0.015
FENCE
633.62 628.693:10.020 0.020628.07628.074:1
0.0150.015 0.015
FENCE
634.32 628.573:13:1
0.020 0.020627.95627.950.015 0.015
FENCE
634.12 628.163:10.020 0.020627.54627.544:1
0.015 0.015
FENCE
1.5%5.5%
8.0’12.0’5.0’
6%
2
2%
14%
5.0’36.0’5.0’5.4’
14%
10%
633.72627.8240 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-12883
0
1305
0
1559
0
917
1685
0
602
502
0
628
781
903
TCETCEUTETCETCEUTETCETCEUTEEX. R/WTCETCEUTEEX. R/WTCEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.630
635
625
630
635
640
645
625
630
635
625
630
635
625
630
630
635
625
630
635
640
645
625
630
635
625
630
635
625
630
43+00.00
42+50.00
42+00.00
41+50.00
41+60.53
0
0
0
4
74
632.77 627.453:13:1
0.020 0.020626.83626.830.015 0.015
FENCE
1.5%5.5%
8.0’12.0’
632.34
5.0’
6%
2
2%
14%
5.0’36.0’5.0’8.9’
14%
10%627.14630.73 626.653:10.020 0.020626.03626.034:1
0.015 0.015
FENCE
628.62 626.150.020 0.020625.53625.534
:14:1
0.015 0.015
FENCE
627.06 625.970.020 0.020625.35625.354
:14:1 0.015 0.015
FENCE
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-13862
872
0
528
271
0
820
0
277
806
4
91
341
76
594
EX. R/WTCETCEUTETCETCETCEUTETCETCEUTETCETCEUTESDEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.620
625
630
625
630
615
620
625
630
635
625
630
635
630
635
620
625
630
625
630
615
620
625
630
635
625
630
635
630
635
45+50.00
45+00.00
44+50.00
44+00.00
43+50.00
267
379
392
352
197
626.22 626.110.020 0.020 625.494
:1625.494:1 0.015 0.015
FENCE
625.95 626.560.020 0.020 625.944
:1625.944:1 0.015 0.015
626.45 627.320.020 0.020
GRIERS FORK DRIVEMATCHLINE3:1 626.700.015
627.68 628.410.020 0.009627.79628.134:1 4
:10.015 0.015
629.63 629.810.020 0.016629.19630.304:1 4:10.015
0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-1431 212
8
35
197
0
7
226
4
4
154
56
56
59
112
TCETCEUTEEX. R/WTCEUTESDESDEEX. R/WTCESDESDEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.630
635
640
630
635
640
635
640
640
645
640
645
650
640
645
650
630
635
640
630
635
640
635
640
640
645
640
645
650
640
645
650
48+50.00
48+00.00
47+50.00
47+00.00
46+50.00
46+00.00
61
6
0
0
0
0
632.46 631.52630.59632.454:1
4
:1
0.015
0.015
0.030 0.030
636.02 633.560.030 0.030
632.63634.494
:1
4:10.015
0.015
639.48 635.900.030 0.030634.97636.834
:1
4:10.015
0.015
642.33 638.570.030 0.030637.64639.504
:1
4:10.015
0.015
644.67 641.520.030 0.030640.59642.454
:1
0.015
0.015
4:1
646.69 644.500.030
0.030
643.57645.434
:1
4:10.015
0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-15149
190
7
347
460
0
475
761
0
512
914
0
450
890
0
329
721
0
EX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEEX. R/WEX. R/WTCETCEEX. R/WEX. R/WTCETCEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.645
650
655
645
650
655
645
650
655
660
645
650
655
660
650
655
660
665
645
650
655
645
650
655
645
650
655
660
645
650
655
660
650
655
660
665
51+00.00
50+50.00
50+00.00
49+50.00
49+00.00
660
655
650
49+82.95
660
655
650
0
4
35
27
47
57
648.28 647.250.030 0.030646.32648.184
:1
4:10.015
0.015
649.67 649.710.030 0.030648.78650.644
:1
0.015
0.015 4:1651.40 651.860.030 0.030650.69652.794
:1
0.015
0.015
4:1653.42 653.720.030 0.030 654.65GALLANT LANEMATCHLINE4
:10.015
654.64 655.280.030 0.030
654.02656.214:1
4
:1
FENCE
0.015
0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTION8.0’
5.5%
12.0’
1.5%2%
5.0’
650.67 652.4371.5’
0.4%DO NOT USE FOR CONSTRUCTION%90 PLANSX-16223
512
0
147
343
4
110 23
33
133
7
35
63
44
9
95
90
37
EX. R/WEX. R/WTCETCEEX. R/WEX. R/WTCETCEEX. R/WEX. R/WTCEUTEEX. R/WTCEEX. R/WEX. R/WTCETCEUTEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.655
660
665
655
660
665
655
660
665
660
665
670
660
665
670
655
660
665
655
660
665
655
660
665
660
665
670
660
665
670
53+50.00
53+00.00
52+50.00
52+00.00
51+50.00
84
63
55
118
104
656.26 656.550.030 0.030
655.28657.484:1
4
:1
FENCE
0.015
0.015
657.42 657.530.030 0.030
656.27658.464
:1
FENCE
0.015
0.015
658.21 658.450.029 0.029657.24659.344
:1FENCE
0.015
0.015
658.92 659.370.020 0.015658.53659.834:1
4
:1FENCE
0.015
0.015
659.97 660.290.020 0.001659.49660.324:1
4
:1FENCE
0.015
0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-1737
67
47
45
76
22
38
77
38
28
61
74
25
49
53
EX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTEEX. R/WTCETCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.660
665
670
660
665
670
660
665
670
660
665
670
665
670
675
660
665
670
660
665
670
660
665
670
660
665
670
665
670
675
56+00.00
55+50.00
55+00.00
54+50.00
54+00.00
81
68
86
146
106
660.80 661.210.020 0.013660.47660.814:1
FENCE
0.015 0.003
661.55 662.130.020 0.020661.46661.514:1
FENCE
0.015 0.008
662.15
0.020 0.020662.43662.454:1
FENCE
0.015 0.006663.05663.11 663.970.020 0.020663.35663.354:1
FENCE
0.015 0.011
664.00
0.020 0.020 664.27664.273:1
FENCE
0.015 0.015
664.8940 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-1832
53
35
23
51
39
15
35
54
15
28
60
9
22
98
EX. R/WTCETCEUTEEX. R/WTCEUTEEX. R/WTCEUTEEX. R/WTCEUTEEX. R/WTCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.665
670
675
655
660
665
670
675
660
665
670
675
660
665
670
675
665
670
675
655
660
665
670
675
660
665
670
675
660
665
670
675
58+00.00
57+50.00
57+00.00
56+50.00
319
215
78
266
664.85 665.813:1 0.020 0.020 665.19665.19FENCE
0.015 0.014
665.90 666.733:1 0.020 0.020666.11MATCHLINEFENCE
0.015
667.18 667.653:1 0.020 0.020 667.03667.03FENCE
0.015 0.022
668.38 668.570.020 0.020 667.95667.95FENCE
0.015 0.0233:1
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-197
14
11
16
156
30
38
77
56
80
8
190EX. R/WTCEUTETCEUTEEX. R/WTCEUTEEX. R/WTCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.665
670
675
680
670
675
680
670
675
670
675
670
675
680
665
670
675
680
670
675
680
670
675
670
675
670
675
680
60+50.00
60+00.00
59+50.00
59+00.00
58+50.00
11
8
9
25
42
669.38 669.480.020 0.020 668.86668.864
:1
FENCE
0.015 0.010
670.35
0.020 0.020 669.78669.784
:1FENCE
0.015 0.005 670.40671.11
0.020 0.020 670.57670.604:1FENCE
0.015 0.004 671.22671.59
0.020 0.020 671.20671.264:1
FENCE
0.015 0.001 671.92672.08 672.480.020 0.020671.78671.704:1
FENCE
0.015 0.010
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-2079
125
5
92
158
4
75
154
6
47
113
21
25
67
25
EX. R/WTCEUTEEX. R/WTCEUTEEX. R/WEX. R/WTCEUTEEX. R/WEX. R/WTCEUTEEX. R/WEX. R/WTCEUTEFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- BROWN-GRIER ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.670
675
680
670
675
680
670
675
680
670
675
680
670
675
680
670
675
680
670
675
680
670
675
680
670
675
680
670
675
680
63+00.00
62+50.00
62+00.00
61+50.00
61+00.00
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40 8004080 120120
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OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.665
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40 8004080 120120
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OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.670
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40 8004080 120120
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OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.655
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40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
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RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- ARROWOOD ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.660
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40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
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RDWY. EXC.SHEETOF10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\BG__ALT7_XSCsheets - 10scale.dgnMEDHWC512-16-019MAHIMPROVEMENT PROJECTBROWN-GRIER ROADCROSS SECTIONSX-49-L- ARROWOOD ROAD
OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.655
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ES40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-2662
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OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.655
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40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
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OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.650
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40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
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OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.655
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40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
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X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.660
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18%
14%
5.0’6.8’6.0’663.01663.38662.674:1 663.140.015 0.008
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40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-3012
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X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.665
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40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-3136
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X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.670
675
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40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
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RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.670
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673.16672.900.015 0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-3312
25
56
13
23
45
10
21
50
8
16
53
9
15
41
16
23
21
TCETCESUEEX. R/WEX. R/WTCETCESUEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WTCETCESUESUEEX. R/WEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.670
675
680
665
670
675
680
685
670
670
670
675
680
670
675
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665
670
675
680
685
670
670
670
675
680
94+50.00
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93+50.00
93+00.00
95+00.00
36
45
391
673.284:1
672.664
:10.001 0.020
672.99673.250.015 0.015 673.00672.624:10.011
672.88
0.011
BROWN-GRIER ROAD0.015
672.61
672.52
672.45 672.764:1
671.850.023 0.023673.724
:1FENCE
0.015
0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-3419
33
18
2
19
30
24
71
111
TCETCEEX. R/WEX. R/WEX. R/WEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.685
670
675
680
670
675
680
670
675
680
670
675
680
670
675
680
685
670
675
680
670
675
680
670
675
680
670
675
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670
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680
97+00.00
96+50.00
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95+50.00
95+23.18
115
138
272
318
303
672.33
0.030
1.5%5.5%
8.0’5.0’
2%6%1%
15.0’43’12.0’34.2’
0.5%674.78672.48 673.044:1
672.34674.300.030 0.030
4:1
FENCE
0.015
0.015
672.33 673.314:1
672.610.030 0.030674.574:1
FENCE
0.015
0.015
672.69 673.594:1
672.98674.854:1
FENCE
0.015
0.015
673.25 673.824:1
673.120.030 0.030675.084:1
FENCE
0.015
0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-359
14
157
7 121
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13
173
11
16
171
8
17
157
TCEEX. R/WTCETCESDEEX. R/WEX. R/WTCETCEEX. R/WEX. R/W0.030 0.030TCE
TCEEX. R/WEX. R/WTCETCEEX. R/WEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.670
675
680
670
675
680
670
675
680
670
675
680
670
675
680
670
675
680
670
675
680
670
675
680
670
675
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680
99+50.00
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265
242
230
200
167
673.30 673.904:1
673.21675.094:1
FENCE
0.015
0.015
672.96 673.824:1
673.130.030 0.030674.834:1FENCE
0.015
0.015
672.95 673.574:1
672.90674.330.030 0.030
4
:10.015
0.015
672.90 673.234:1
672.580.030 0.030673.834:10.015
0.015
672.86 672.974:1
672.34673.490.030 0.030
4
:10.015
0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-3610
17
130
12
21
132
14
24
116
18
30
100
24
39
80
0.030 0.030TCE
TCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCETCEUTEEX. R/WEX. R/WTCEUTEEX. R/WEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.670
675
680
665
670
675
680
665
670
675
680
665
670
675
680
665
670
675
680
670
675
680
665
670
675
680
665
670
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680
665
670
675
680
665
670
675
680
102+00.00
101+50.00
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113
95
114
102
84
672.82 672.904:1
0.030673.33.025
4
:10.015
0.015
672.83 673.024:1 673.450.024.025
4:10.015
0.015
672.85 673.034:1
0.023673.370.020 4:10.015 0.015
672.94 672.954:1 673.290.0250.0200.015
673.06 673.094:1
0.027673.430.020
0.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-379
31
41
6 62
7
11
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48
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12
43
13
TCETCEEX. R/WEX. R/WTCETCEEX. R/WEX. R/WTCETCEEX. R/WEX. R/WTCEEX. R/WEX. R/WTCEEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.665
670
675
680
665
670
675
680
670
675
680
670
675
680
675
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665
670
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680
665
670
675
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680
670
675
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675
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104+50.00
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103+50.00
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80
88
93
82
68
673.22 673.314:1 673.570.0260.015
0.015
673.41 673.484:1
0.029673.650.0100.015
673.53 673.654:1 673.650.0350.0000.015
673.76
4:1 3:1
3:1673.480.009 0.029673.810.015
673.98
4:1 3:1
3:1673.830.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-386
11
44
6
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49
4
7
39
7
4 35
TCEEX. R/WTCEEX. R/WTCEUTEEX. R/WTCEUTEEX. R/WTCEUTEEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.675
680
675
680
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680
675
680
675
680
675
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107+50.00
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23
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674.28
4:1 3:1
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4:1 3:1
3:1674.810.015
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4:1 3:1
3:1675.200.015
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40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTION674.89
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5.0’
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13.7’
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7
28
5
8
12
14
18
0
6
6
15
5
10
24
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23
4
2 17
TCEEX. R/WTCEEX. R/WTCEEX. R/WTCEEX. R/WTCEEX. R/WTCESUEEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.675
680
670
675
680
675
680
675
680
675
680
675
680
675
680
670
675
680
675
680
675
680
675
680
675
680
110+50.00
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108+50.00
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23
3
1
8
22
675.994:1
3:1
3:1675.030.015
676.40
DRIVEWAY676.60
4
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3:1675.850.015
676.41676.086
.8
:1 6.8:10.015
676.23
4:1 675.996
.4
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676.23
4:1 676.045
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40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-4011
14
2
15
47
0
7
20
1
2
8
8
2
4
16
TCEEX. R/WEX. R/WEX. R/WTCEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.675
680
675
680
675
680
675
680
685
675
680
685
680
685
675
680
675
680
675
680
675
680
685
675
680
685
680
685
113+50.00
113+00.00
112+50.00
112+00.00
111+50.00
111+00.00
40
52
68
75
54
35
676.55
4:1 676.290.015
4:14:1
676.97
4:1 676.490.015 3:1
3:1677.41
4:1 676.480.015 3:1
2:1677.91
4:1 3:1
3:1677.470.015
678.49
4:1 3:1
3:1678.140.015
678.99
4:1 3:1
3:1678.780.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-413
5
27
5
8
30
4
8
44
2
6
37
3
5
22
1
4
16
TCESUEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.680
685
680
685
680
685
680
685
680
685
680
685
680
685
680
685
680
685
680
685
680
685
680
685
116+50.00
116+00.00
115+50.00
115+00.00
114+50.00
114+00.00
35
18
14
14
16
679.43678.922.8:12.8:10.015
679.89DRIVEWAY680.24
3:1
3:1680.010.015
680.48
3:1
3:1680.070.015
680.70680.302.3:10.015 3:1
680.80
3:1680.082.9:10.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-421
4
16
4
25
8
6
10
7
4
10
9
5
9
8
TCESUEEX. R/WEX. R/WEX. R/WTCESUEEX. R/WEX. R/WTCESUEEX. R/WEX. R/WTCEEX. R/WEX. R/WTCEEX. R/WEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.680
685
680
685
680
685
680
685
675
680
685
675
680
685
680
685
680
685
680
685
680
685
675
680
685
675
680
685
119+50.00
119+00.00
118+50.00
118+00.00
117+50.00
117+00.00
16
11
6
6
4
680.70679.500.015
2:12.8:1
4:1
680.56679.583.2:10.015
3:1680.55680.110.015 3:1
2.4:1680.654:1 680.630.015 3:12.3:1680.854:1 680.830.015 3:1
3:1680.93
DRIVEWAY40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-4310
14
9
11
19
3
12
22
3
14
25
4
34
45
1
TCEEX. R/WEX. R/WTCEEX. R/WEX. R/WTCEEX. R/WEX. R/WTCEEX. R/WEX. R/WTCEEX. R/WEX. R/WEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.675
680
685
675
680
685
675
680
685
680
685
680
685
680
685
675
680
685
675
680
685
675
680
685
680
685
680
685
680
685
122+50.00
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121+50.00
121+00.00
120+50.00
120+00.00
4
4
5
4
5
680.924:1 680.973.8:13.8:10.015
681.00
4
:1 681.323.7:13.7:10.015
681.044:1 681.253.3:13.3:10.015
680.954:1681.113.3:13.3:10.015
680.79
4
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680.69DRIVEWAY
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTIONDO NOT USE FOR CONSTRUCTION%90 PLANSX-4440
137
2
36
70
3
25
56
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13
35
2
6
17
3
EX. R/WEX. R/WEX. R/WEX. R/WEX. R/WEX. R/WEX. R/WEX. R/WEX. R/WFILL
(CY)
VOL.
(SF)
AREA
(CY)
VOL.
(SF)
AREA
RDWY. EXC.SHEETOFCROSS SECTIONS10/19/2020H:\Project\2014\2014084.02\CLIENT\Sheets\Cross sections\ALT7\SP__ALT7_XSCsheets - 10scale.dgnMEDHWCIMPROVEMENT PROJECTBROWN-GRIER ROAD512-16-019MAH-Y1- SANDY PORTER ROAD
X-49OCTOBER 2020Plans Prepared By:»¿1’’
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.680
685
680
685
680
685
675
680
685
670
675
680
685
690
675
680
680
685
680
685
680
685
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690
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125+50.00
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124+50.00
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123+50.00
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11
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12
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680.574:13:1
3:1680.000.015
680.58
4:1 3:1
3:1680.160.015
680.37
4:1 3:1
3:1680.100.015
680.20
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3:1679.230.015
40 8004080 JOB NO.PREPARED BYAPPROVED BYDATECHECKED BYSCALE120120
40 8004080 120120
CAD FILE PATHNO.DATEBYDESCRIPTION680.21
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41
42
0
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X-49OCTOBER 2020Plans Prepared By:»¿1’’EX. R/W
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.640
645
640
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650
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X-49OCTOBER 2020»¿1’’ Plans Prepared By:EX. R/W
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.620
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X-49OCTOBER 2020»¿1’’Plans Prepared By:TCETCEEX. R/WEX. R/WTCETCESDEEX. R/WEX. R/WTCEEX. R/WEX. R/W
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.650
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655
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99
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X-49OCTOBER 2020»¿1’’Plans Prepared By:EX. R/WEX. R/WEX. R/WEX. R/WTCEEX. R/WEX. R/WTCETCEEX. R/WEX. R/WTCETCEEX. R/WEX. R/WTCETCE
formerly CALYX Engineers & ConsultantsNC License # F-1333P: 704.537.7300 www.NV5.comCHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC.640
645
13+00.00
640
645
635
640
645
635
13+50.00
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645
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645
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96
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635
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X-49OCTOBER 2020»¿1’’Plans Prepared By:EX. R/WEX. R/WTCESDESDEEX. R/WEX. R/WTCETCEEX. R/WEX. R/W