20200709 Ver 1_C4j_MathesonAve_90%Plans_12-20-19_20200528

INDEX OF SHEETS
PE SEAL
CONVENTIONAL SIGNS
TitleSheet......................................................................................... 1
General Notes & Details........................................................... 2 - 2M
Typical Sections & Summary Sheets ....................................... 3 - 3J
Plan & Profile Sheets................................................................4 -16
Traffic Control Plans ............................................. TCP-1 - TCP-14
Pavement Marking Plans ............................................ PM-1 - PM-6
Siging Plans........................................................... SIGN-1 - SIGN-6
Erosion Control Plans ................................................ EC-1 - EC-15
Bridge Plans................................................................. S1-01 - S1-23
Utilities By Others Plans .............................................. UO-1 - UO-7
CrossSections................................................................... X-1 - X-40
DrivewayProfiles...................................................................... DP-1
CHARLOTTE,.
ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
TOTAL SHEETS 152 Matheson Avenue Streetscape I
Project No. PM512-16-051
Proiect Features:
Grading, Pavin , Drainage, Curb & Gutter, Sidewalk,
Erosion Control, Traffic Control, Pavement Markings, Structures
T— h r Pso� X �/ e`�c�ti \\5ti t.5°� Begin
° ExistingBridge
s Char/esAV ��Go TIE a� EQUALITY � Q -L- 34+30.48
t
-L- POT Sta. 9+93.69 =
Sta. 401+05.23 Begin End
s`���e N 550441.4500 Existing Bride Existing Bridge
E 1457912.5699 -L- 20+60.76 End +6
��•• o Existing Bride End Construction
VICINITY MAP -L- 28+45.01 Yadkin Avenue
1 0 -Y3- 11+38.70
NTS F//X rz. A.-t x
Begin Project
-L- Sta. 8+96.01
ff1Tff%Y CWL
SURVEY PREPARED BY:
-Y2- 12+61.71
CITY OF CHARLOTTE SURVEY-MAPPING-GIS FROM Matheson Ave.
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR 2016 14,400
THIS PROJECT IS BASED ON STATE PLANE COORDINATES ADT
ESTABLISHED BY: NCGS MONUMENT OR CONTROL POINT
WITH NAD 83(2011) STATE PLANE COORDINATES OF ADT 22,800
DT
NORTHING:545585.400 EASTING: 1455089.241 ELEVATION NAVD:
THE AVERAGE COMBINED GRID FACTOR USED ON THIS V 35 MPH
PROJECT (GROUND TO GRID) IS: 0.99844233
VERTICAL DATUM: NAVD 88
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL 2018 STANDARD SPECIFICATIONS
DISTANCES. DATE RANGE OF SURVEY:10/22/2015 TO 10/22/2015
PLANS PREPARED BY: I I GRAPHIC SCALES
HDR Engineering, Inc. of the Carolinas
440 S. Church Street, Suite 1000
Charlotte, NC 28202
N.C.B.E.L.S. License Number: F-0116
PROJECT LENGTH = 0.61 MILES
20
40
60
Plan View .................
20
40
60
Horz. Profile ............
4
8
12
Vert. Profile .............
10
20
30
Cross Section ...........
90% PLANS
12/20/2019
PRELIMINARY RY PLAINS
DO NOT USE FOR CONSTRUCTION
Record Drawings
End Project
-L- Sta. 41+40.69
TIE EOUALITY
-L- POC Sta. 39+65.10
-Y2- POT Sta. 14+32.59
N 548063.3295
E 1459661.0310
RECOMMENDED
FOR CONSTRUCTION
Contract Administration
Construction Administration
Landscape Management
Engineering Services
Utility Coordinator
CDOT - Design
CDOT - Implementation
CLTWater
Planning
New Property Line ..........................................
ROW — —
Existing Property Line ....................................
Maintained as R/W Line ................................
Retaining Wall Easement Line ......................
Access Easement Line .....................................
Slope Easement Line .......................................
SLE
ExistingStructures .........................................
Railroad Tracks ..............................................
Proposed Edge of Pavement ..........................
Fence................................................................
X
SlopeStake Line .............................................
c r
Temporary Construction Easement .............
e e
Sidewalk/Utility Easement .....................
SUE SUE
Storm Drainage Easement ............................
SDE SDE
ExistingGas Line ...........................................
G G
Existing Water Line .......................................
W W
Existing Sanitary Sewer ................................
ss ss
Existing Underground Telecommunications
UT UT
Existing Underground Electric .....................
uE uE
Existing Overhead Electric .....................
of of
Existing Storm Drainage
Proposed Storm Drainage
Existing Tree ...........................................................................................
°
WM
ExistingWater Meter............................................................................. 0
ExistingWater Valve.............................................................................
WV
>a
Existing Gas Valve.................................................................................
GV
>a
Existing Sanitary Sewer Manhole s .........................................................
Proposed Sanitary Sewer Manhole S
.......................................................
Existing Storm Drain Manhole
ProposedStorm Drain Manhole......................................0....................
Existing Telephone Manhole
T
Proposed Telephone Manhole
T
Existing Electric Manhole
....................................................................0
E
Proposed Electric Manhole
ExistingCatch Basin..............................................................................
ProposedCatch Basin............................................................................
Proposed Open Throat Catch Basin .....................................................
°
Proposed Flared End Section................................................................
ExistingLight Pole................................................................................. .
ProposedLight Pole................................................................................
ExistingUtility Pole................................................................................ .a
GuyWire............................................................................................
ProposedUtility Pole.............................................................................. AK
IronPin.................................................................................................... 0
Existing Fire Hydrant............................................................................ . 6-
ProposedFire Hydrant..........................................................................
ExistingDrop Inlet..................................................................................0
Proposed Drop Inlet................................................................................
AccessibleRamp...................................................................................
Tree Protection............................................................................. \.--/
Proposed Guardrail
SiltFence.....................................................................................
Proposed Curb & Gutter, Conc. Drive, Sidewalk ...................
Proposed Asphalt Pavement........................................................
Proposed Black Colored Concrete
ProposedRip Rap Ditch.............................................................. o 0
ProposedGravel...........................................................................
Proposed Pavement Removal ......................................................
Proposed Sidewalk Bridging Tree Roots ..................................
Sidewalk Cross Slope Transition
AsphaltMilling............................................................................
cmi
CHARLOTTE
ENGINEERING & PROPERTY
MANAGEMENT
APPROVED
Bid Set No.
Storm Water Services
CITY ENGINEER DATE

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PROJECT N0. PM512-�1���,,��1 _ �,
N: 550,456.85 O
-L- STA. 8+96.01, OUT=693.30 xz I GAP o I E: 1,457,982.97
�� ELEVATION 700,10' III
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-YINB- C1
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PI
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PI
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PI
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Delta
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Delta
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Delta
= 50' 25' 15.37" (LT)
Delta
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D
= 3° 10' 59.16"
D
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D
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D
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L
= 511.23'
L
= 215.03'
L
= 521.85'
L
= 168.19'
T
= 257.35'
T
= 107.59'
T
= 279.18'
T
= 84.10'
R
= 1,800.00'
R
= 2,400.00'
R
= 593.00'
R
= 5,000.00'
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SURVEY DATUM DESCRIPTION �- I (n I I w I I COATING SEE -Y1- POT Sta. - 400+00.00 = - >1 !21
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4� I I I O I I I I I- a N 550368.3613 w
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR it . II I I
THIS PROJECT IS BASED ON STATE PLANE COORDINATES T xII III In I II � I I � `�' I III 1 II E 1457836.8646 /U
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WITH NAD 83 2011 STATE PLANE COORDINATES OF � I I I �
NORTH ING:545585.400 EASTING: 1455089.241 ELEVATION NAVD: ���' 1�II�I'1 1 1 I z I I 1 11 I IN 083-023-07 R M=692.73
OIL Y I I I 11 II w QUICKTRIP CORPORATION INV IN=690.30 J
THE AVERAGE COMBINED GRID FACTOR USED ON THIS I II I II 1 I 1 I I I �- I wy o Z
PROJECT (GROUND TO GRID) IS: 0.99844233 jbOl 111 1 m 1 I I u 1 1 1 II I o a 2600 NB TRYON BSTREET INV OUT=687.55
DB 30559 PG 777
VERTICAL DATUM: NAVD 88 �OxI III ) 1 i I O I 111 Iw
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL u I 1 I I � I I 0 IMPROVEMENTS FOR NORTH TRYON m
DISTANCES. DATE RANGE OF SURVEY:10/22/2015 TO 10/22/2015 b� I I I u >L I I I w I N BYSIN ERCORRIDOR
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