20150646 Ver 1_Site Plan_20150629

r,
INDEX OF'SHEETS
100% SUBMITTAL
CoverSheet ...........................
...............................
General Notes and Standard Dtawm.
. 1
Survey Control Sheets ................
IA
NOT INCL.
Ty pica) Sections and Details
"
..... ........................
Drainage Summary ..............................
...................... 2 -2L
Maintained as RAN Line ......•......... `
.... 3 -3$
Plana .....
............... .........•.....................
'1'rafBc Control Plans
control
°• .ICI••. 4-26
Pavement Marking & Signing Plan
. ...............................
E-s n Control Plans
PS1 -PS4
............... ...... ..... ... .................
LBO Plans
ECI -EC9
. ....................... ... .....................
Water Relocation Plans
UBOI -UB012
........................
Structure Plain ....................
...:. UCI -U17
Bottomless Culvert Plans
F
. _
.......... ........... ..............................,
Cross Sections
541 -S52
.......................... ...... ...........
.lames G. Martin Middle School Site Plans
XI -X28
.................
NOT INCL.
\ TOTAL SIIEETS 179
Existing Water Line ... ............................... .. -
VICINITY MAP
NTS
Begin Construction
Sta. 4 +00.33 -Y2-
PROJECT LENGTH =1.06 MILES
University Pointe Boulevard = 0.46 MILE
School Access Road = 0.48 MILE
IBM Drive = 0.12 MILE
2012 STANDARD SPECIFICATIONS
PLANS PREPARED BY:
PARSONS
BRINCKERHOFF
121 W. Trade Street Suite 1950
Charlotte, North Carolina 28202
Phone: [phone]
Fax: [phone]
NC LIC. NO. F -0165
PE SEAL
1
- CNOT FGR �jU -TION)
CHARLOTTE-
Begin Project ENGINEERING & PROPERTY \
University Pointe Blvd. MANAGEMENT /
Sta. 7 +52,11 -L-
Construction Plans of Proposed Record Drawings
University Pointe Blvd.
Project No. 512 -09 -068
Begin Construction Project Features:_
Sta. 10 +60.00 -Yl- Grading, Paving, Drainage, Curb & Gutter
Sidewalk, Erosion Control and Structure,
End Construction
Sta. 0 1 5 0 6 4
Ie .1�1 85.00 -Yl- 2
rl s //l u
- _ Vance NS A
Begin Bridge
-L- Sta. 26 +78.80
d �� ` �i/ ( End Bridge l 71
z artin �V S ' ` -L- Sta. 29 +34.80
JUN 2
et 13 9 2015
L-
'; 401 & BUFFER p ESOURCES
ERM1TTlNG
End Construction
Sta. 29 +40.00 -Y2-
Proposed CMS End Project
Site Improvements University Pointe Blvd.
LOCATION MAP Sta' 32+20.00 -L-
NTS
RECOMMENDED
FOR CONSTRUCTION
Contract Administration
/ - Construction Administration
DESIGN DATA V GRAPHIC SCALES Landscape Management
Engineering Services
AUT 2012 = 6,600
20 40 60 I UlBity Coordinator
ADT 2ll35 = 9,000 Plan View .............. �� � � _ -
i
20 40 CDOT - Design
DHV = q% 60
llors. Profile .... ....... li�l�l..l�
DIR 60% CDOT - Implementation
A ll2
T Vert. Profile ............. Cherlotle Water i
x' (DESIGN SPEED) = 30 MPH
\ Cross Section , y��y� i Planning
J Storm Water Services
6 Pi -posed Sturm Drainage ............................
Existing Tree ........... ........... ...
................ .................. . .
ExistingkVatet Meter ............................................ ............................... °.
Existing Water Valve ...........,
.................................. ...............................
Existing Gas Valve ..............
...............................
Existing Sanitary Sew ct Manhole, ........... .. ... .
.............................
Proposed Sanitar Scorer Manhole .. ....... O
.............
Fxisting Storm Dram Manhole .................
.....................
Proposed Sturm Drain Manhole ............... • ♦�
......................
Evsnng Telephone Manhole .............................
Proposed Telephone Manhole ......... ..
Existing Electric Manhole_
................. .............
Proposed Electric Manhole ..., O
............................... ... ..
Existing Catch Basin .........
...............................
..........
Proposed Catch Basin .......... ...............................
Existing Light Pole............ I ...................... ,
Proposed Light Pole ...................... ..........
ExisnngUtilih Polc . ........................ ...............................
Cu., Wi rc ....................................................... ...............................
Icy
Proposed Uhlrh Pole ............................... �t
IronPin .................... ............................... ........ O
Existing Fire Hydra tit ............... ............................... ........... .. ...... /�/1
Proposed Fire Hydranl ........................ ...............................
ExistingDrop inlet ............................................... ...............................
Proposed Drop inlet .............. ___ ..........
Accessible
TreeRamp ...... ............................... O
Protection....................................... ...............................
Proposed Guardrail... ... .........................
............................... I�
Silt Fence.. .............
Proposed Curb &Gutter, Cum. Drise, Sidewalk,
-e • ii�i1
Multi -use Path ........................ ............................... ................... i_x- y:=::.
Proposed Rip Rap Ditch .................. -T=zT Zn(
Proposed Crax el ... .....
....... ............. ...............................
Proposed Pasemenl Removal ............. .
............................... /\ • III
Proposed Sidewalk Bridging Tree Roots. .................................. Iwo Y.y
Proposed Toe Protection ............ ............................... 7
i
- � p • �� ,, � \ � dal
Bid Set No.
a1 LO 8 rte.
- ENGINEERING 8 PROPERTY
MANAGEMENT
•O
APPROVED �
CIT \'ENGINEER DATE ^ ,
100% PLANS -JUNE 23, 2015 FBI
O
O
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CONVENTIONAL S
SIGNS
Proposed Property Line "
"
Existing Property Line ................. •..... .. —
-
Maintained as RAN Line ......•......... `
_
Existing Doeb or Stream ...............
Existing Structures .......• ...................... ........
Railroad Ti acks .........
Proposed Frig, of Pavemcnl .................... .
.
Fence.............................. .
...............................
a
Slopc Stake Line a
Temporary Construction Easement ............. _
F
Slope Easement......... c
e
Sidewalk /Unlih Easement ......................... a
a
Storm Drainage Easement ........ .........~
ExistingGas Line .... ............................... _
Existing Water Line ... ............................... .. -
_
ExisnngSamlarySewcr ............_ _
_
Existing Underground Telecommunications -
ut
Existing Underground Electric .
.............
Existing Storm Drainage • ..............................
O
O
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�I

A
GENERAL NOTES
PROPOSED CURB ELEVATIONS
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE THE CONTRACTOR SHALL RETAIN
EXISTING PAVEMENT, UNLESS OTHERWISE NOTED
DRIVEWAYS AND SIDEWALKS
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION
JOINT MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY
o CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI)
o ASPHALT - (COMMERCIAL) 2 5 INCH SF9 5B COURSE, 2 25 INCH 119 OB
INTERMEDIATE COURSE AND 10 INCH AGGREGATE BASE (ABC) COURSE
o GRAVEL - SIX INCH INCIDENTAL STONE
SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS,
PER CITY STD NO 10 22
DRAINAGE STRUCTURES
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE AS DIRECTED BY THE
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS STATIONS,
OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION
BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS ALL PIPES SHALL BE RCP CLASS
III, UNLESS OTHERWISE NOTED
WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1
WEEPHOLE PER STRUCTURE WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF
STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER
FABRIC AND FILLED W/#78 STONE THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK
ASSUME ALL PIPES ARE RCP CLASS III UNLESS OTHERWISE NOTED IN THE PLAN SHEETS OR
DRAINAGE SUMMARY
UTILITIES
UTIUTIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY THE CITY WILL NOT RF HFI O
RESPDNSjglf FNk Tijf [Lf:CIIgA CY OF.H TII ITY I OF.ATIONS g71`S DEPTHS OR FOR
COMPLETENESS _PF jLILIjY jNFQR.MAJ10N
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY
OWNERS, THE CITY UTILITY COORDINATOR AND CITY INSPECTOR WHOSE FACILITIES WILL BE
AFFECTED TO DETERMINE UTILITY LOCATIONS THE CONTRACTOR SHALL PROTECT ALL UTILITIES
FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS THE CONTRACTOR
SHALL HOLD THE CITY HARMLESS FOR ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK
OF HIS OWN FORCES OR THAT OF HIS AGENTS ANY DAMAGES INCURRED SHALL BE THE
CONTRACTORS FINANCIAL RESPONSIBILITY
AS NEEDED, THE CONTRACTOR SHALL ADJUST /RELOCATE THE SANITARY SEWER AND WATER
LINES ONLY ALL OTHER ADJUSTMENTS /RELOCATIONS WILL BE PERIORMED BY THE VARIOUS
UTILITY OWNERS THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS
NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE THE CITY WALL NOT BE HELD
RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY
OWNERS
o FOR UTILITY LOCATES CALL NORTH CAROLINA ONE -CALL 0 1- 800 - 632 -4949
o FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE -CALL CONTACT
PROJECT MANAGER & UTILITY COORDINATOR
THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER
VAULTS TO FINISHED GRADE WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS
SHALL BE INSTALLED WITHIN CONCRETE BOXES
GAS LINES WILL BE ADJUSTED /RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS THE
CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO
CONSTRUCTION
CONTRACTOR TO REMOVE CMS LIGHT POLES ALONG UNIVERSITY POINTE BLVD AS NOTED
CONTRACTOR TD CONTACT CMS (GLEN WECKBACHER AT 9BO- 343 -6034) A MINIMUM OF 48
HOURS PRIOR TO POLE REMOVAL TO ALLOW CMS TO DISCONNECT POWER FROM POLES
ONCE REMOVED, LIGHT POLES ARE PROPERTY OF THE CITY OF CHARLOTTE CONTACT CITY FOR
STORAGE LOCATION
PRIOR TO ANY CONSTRUCTION WORK WITHIN DUKE EASEMENT, ON SITE MEETING AND APPROVED
POWER LINE SAFETY AGREEMENT WILL BE REQUIRED BETWEEN CONTRACTOR AND UTILITY OWNER
SOFT DIG LOCATIONS FOR INFORMATION ONLY CONTACT CARDNO AT (704)927 -9700 FOR
EXACT LOCATION AND ELEVATION
EXISTING SANITARY SEWER AND WATER LINE
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER
LINES SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL
IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE `MTH DUCTILE IRON PIPE THE CONTRACTOR
SHALL RE-LACE SANITARY SEWER AND /Oft WATER LINE, WITH A MINIMUM TEN FOOT SECTION
OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WATHIN TWO FEET OF SAID LINES,
VERTICALLY OR HORIZONTALLY
SUBSURFACE PLANS
SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT
MAIL BOXES
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107 -12 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES COORDINATE THIS WORK WITH
THE U S POSTAL SERVICE
FENCES
THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND /OR AS
DIRECTED BY THE ENGINEER
TREES. SHRUBS. AND HFDGFS_
THE CONTRACTOR IS REQUIRED TO REMOVE TREES, SHRUBS AND HEDGES WITHIN THE EASEMENT LINES
UNLESS SHOWN ON THE PLANS TO BE PROTECTED THE CONTRACTOR SHALL ALSO PROTECT TREES AND
SHRUBS OUTSIDE OF CUT /FILL LINES, IN ADDITION TO THOSE THAT RECEIVE TREES /SHRUB PROTECTION
BARRIERS WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER IN
ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS
PRUNING SHALL BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL
(TYP) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR
SIDEWALK USE CLD STD 4011 FOR BRIDGING TREE ROOTS TREES SPECIFIED BY THE PLANS TO HAVE
ASPHALT CURBING MUST USE CLD STD 4013 TREE PROTECTION SHALL BE IN ACCORDANCE WITH CLD
STD 40 02 WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION CLD STD 4012 SHALL BE
USED
GENERAL NOTES
SIDE SLOPES
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD
DRAWINGS THE MAXIMUM SLOPE SHALL NOT EXCEED A 21 (HORIZONTAL TO VERTICAL)
UNLESS DESIGNATED BY THE ENGINEER A CUT SLOPE OF 2 1 MAXIMUM WILL BE USED ONLY
AS DIRECTED BY THE ENGINEER
EROSION CONTROL.
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE
APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES THE
CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION DISTURBED AREAS
SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER THE CONTRACTOR
SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON SHEETS EC1 -EC12
ACCESSIBLE RAMPS AND DEPRESSED CURB
THE CONTRACTOR SHALL CONSTRUCT 6 -INCH THICK CONCRETE ACCESSIBLE RAMPS AT
INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS,
CONSTRUCTION PLANS & INCLUDED DETAILS
ALL PEDESTRIAN FACILITIES, INCLUDING BUT NOT LIMITED TO, SIDEWALKS, RAMPS, AND
CROSSWALKS (ACTUAL OR IMPLIED) SHALL COMPLY WITH THE 2011 PUBLIC RICHT -OF -WAY
ACCESSIBILITY GUIDELINES (PROWAG) DEVELOPED BY THE US ACCESS BOARD, AND ALL
AMENDMENTS AND REVISIONS THERETO
SAWCUTS
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND /OR CONCRETE SURFACES PRIOR
TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER SAW CUT WIDTH SHALL BE
2 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT SAW CUT PAVEMENT SHALL BE
REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE -IN TO FACE OF PROPOSED
CURB AND GUTTER
PAVEMENT DEGRADATION FEE
CDOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED
TRAFFIC CONTROL
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2014 EDITION OF THE "WORK AREA
TRAFFIC CONTROL HANDBOOK" (WATCH) AND /OR THE 2012 NCDOT STANDARD DRAWINGS SEE
\ SHEETS TC1 -TC12 FOR TRAFFIC CONTROL PLANS
I
i
ABAND
AD
ASPH
APPROX
B/C
BIT
BM
BRG
CB
C &G
CL
C/L FENCE
CMP
CON
CONST
DB
DCB
DI
DIA
DW
DIM
E
EA
ELEV
EDP
ESMT
EXIST
F/C
FES
FH
FOG
GV
PORIZ
NT
INV
P
LF
LT
Ib
LP
MAX
MIN
MONO
ph
MTL
/ N
0
ABBREVIATIONS
ABANDONED NTS
ALGEBRAIC DIFFERENCE 0/H
ASPHALT OTCB
APPROXIMATELY OC
BACK OF CURB PAVT
BITUMINOUS PC
BENCH MARK PERM
BEARING PG
CATCH BASIN PI
CURB AND GUTTER PK
CLEARANCE PP
CHAIN LINK FENCE PROP
CORRUGATED MTL PIPE PSE
CONCRETE PT
CONSTRUCTION PA
DEED BOOK PUE
DOUBLE CB
DROP INLET RT
DIAMETER RCP
DRIVEWAY RELOC
DIMENSION R/W
EAST /EASTING S
EACH ED
ELEVATION SF
EDGE OF PAVEMENT S/R FENCE
EASEMENT SS
EXISTING STA
FACE OF CURB STD
FLARED END SECTION SW
FIRE HYDRANT TAN
FIBER OPTIC CABLE TOE
GAS VALVE TEMP
HORIZONTAL TP
INTERSECTION T/W
INVERT TYP
IRON PIN SET U/G
LENGTH VC
LINEAR FOOTAGE VERT
LEFT W
POUND W/
LIGHT POLE WM
MAXIMUM W VAULT
MINIMUM
MONOLITHIC WV
WV
MILES PER HOUR pp
METAL
NOR TH /NORTHING
STANDARDS
NOT TO SCALE
OVER HEAD
OPEN THROAT CATCH BASIN
ON CENTER
PAVEMENT
POINT OF CURVATURE
PERMANENT
PAGE
POINT OF INT
PK NAIL SET
POWER POLE
PROPOSED
PERM SW ESMT
POINT OF TANGENCY
POINT OF VERT INT
PERM UTILITY ESMT
RADIUS
RIGHT
REINFORCED GONG PIPE
RELOCATE
RIGHT OF WAY
SOUTH
STORM DRAIN
SQUARE FOOT
SPLIT RAIL FENCE
SANITARY SEWER
STATION
STANDARD
SIDEWALK
TANGENT
TEMP CONST ESMT
TEMPORARY
TRAVERSE POINT
TEST WIRE
TYPICAL
UNDER GROUND
VERTICAL CURVE
VERTICAL
WEST
WITH
WATER METER
WATER VAULT
WATER VALVE
SIXTY PENNY NAIL SET
FOOT
INCH
THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE
TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS
NCDOT STANDARDS SHALL BE USED CHARLOTTE LAND DEVELOPMENT STANDARDS
MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD
NCDOT CLDS
STD, No. TITLE
STD NO
RADE - SECONDARY AND LOCAL
PERELEVATION
TION RIGID PIPE
PRECAST GONG SECTION FOR 18" TO 30" PIPE
ACH FILLS
MARKER
CCESS MARKER
NIN AND CONCRETE PAD
;INGL,� AND DO{JBLE PIPE CULVERTS
12 THRU 54 PIPE
- FOR USE ON STANDARD
RATES
NLET TYPE "B"
AT GRATES
G GRATES
F TYPE "B"
V BOX
DROP INLET
DROP NLET
AND 6 DIAMETER
MASONRY BASE - 12" THRU 42" PIPE
IER
PS
AND CURB & GUTTER
BARRIER - LOG OF OVERHEAD ASSEMBLY
1145 Ul
1150 01
BARRICADES - TYPE III
FLAGGING DEVICES
1160 01
TEMPORARY CRASH CUSHION - REFLECTIVE ENO TREATMENT
116501
1170 01
TRUCK MOUNTED IMPACT AFTENUATOR - DELINEATION
PORTABLE CONCRETE BARRIER
1180 01
120501
SKINNY DRUM
PAVEMENT MARKINGS - LINE TYPES
120502
PAVEMENT MARKINGS - UNDIVIDED MULTI -LANE, TWO -WAY ROADWAYS
1205 05
1205 O8
120512
PAVEMENT MARKINGS - TURN LANES
PAVEMENT MARKINGS - SYMBOLS & WORD MESSAGES
PAVEMENT MARKINGS - BRIDGES
1250 01
125101
PAVEMENT MARKER SPACING
RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
TITLE
UPS TRANSITION 2' -6" TO V -6"
ONCRETE SIDEWALKS
QUIETED TYPE II D/W DETAIL W/ PLANTING STRIP
YPE III D W ENTRANCE
TANDAR PLACEMENT OF ACCESSIBLE RAMPS
RUN CATED DOMES PLAN AND CROSS SECTION
IRECTIONAL ACCESSIBLE RAMP WITH SMALL /MEDIUM CURB RADII
IRECTIONAL ACCESSIBLE RAMP WITH LARGE CURB RADII
DOUBLE BRICK CATCH BASIN
IP RAP APRONS AT OUTFALLS
UBDRAIN DETAIL
EMPORARY SEDIMENT TRAP
;KIMMER SEDIMENT BASIN
;KIMMER
;EDIMENT BASIN
'ENERAL NOTES - SEDIMENT BASINS
EMPORARY SILT DITCH
r PORARY SILT FENCE
'TONE INLET PROTECTION
EMPORARY ROCK CHECK DAM
TABILIZED CONSTRUCTION ENTRANCE
ATCH BASIN INLET PROTECTION
LOPE STABILITY
EMPORRARY SEEDING SCHEDULE
REE PROTECTION DETAIL
EINFORCED CONCRETE SIDEWALK (BRIDGING TREC ROOTS)CKFlLL
TEMPORARY TREE PROTECTION
;AFETY RAIL
;AFETY RAIL WARRANTS
; TREET NAME SIGNS
; TREET NAME SIGNS
; TREET NAME SIGN INSTALLATION LOCATIONS
'ARKING STANDARDS
'ARKNG STANDARDS CONT
IGNAGE AND PAVEMENT MARKINGS AT ROUNDABOUTS
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PARSONS
BRINCKERHOFF
LATE 1950 uE STREET CHARLOTTE.
CIIARLO F -1 E, NC 28202
SHEET
UNIVERSITY POINTE
51JOB NO 68 I SCALE
2KBOULEVARD
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PARSONS
BRINCKERHOFF
LATE 1950 uE STREET CHARLOTTE.
CIIARLO F -1 E, NC 28202

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10 MILL AND a �� +5500 •` r`;
SOFT DIG LOCATIONS RESURFACE 20 DD BEGIN,CONSTRUCTION
MARK STATION OFFSET ELEVATION DESCRIPTION 15504, -DW10- STA., 10 +62 10
20 00, a\
' OW1D- PRC St,. 10 +6367
3 14+75211 28.13 67108 12}" DIP WATER LINE / . ,', ' . END MILUNG,OVFRLAY/ 1 "
BEGIN RESURFACING I
5 16+7037 23.31 672.17 12 }' DIP WATER LINE \ STA 10+7210 047 - -05
24 16 +60.73 15.D3 67463 4}" GAS LINE ',1 R6^cbC ,,./ TZCUARtOp eiBEGIN PRQJECT.
I -L- STA ,7 +52_.11 S
26 14+62.60 54.95 67833 4" PLASTIC GAS LINE P P Bsm IBM DR
N= 569.943.3438
I 28 15+74.19 6629 87417 4 }" STEEL GAS LINE . 1' p �Ai %✓r r //� /y ~
33
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SHEET v2- D9 -ofifl H 1 " =20' V 1' =4' as 1 'NO DnIE• BY DESCRIPHON Plans Preuared Bv: • .�
UNIVERSITY POINTE JOB NO BCALE PARSONS
16 BOULEVARD
1> }4DfiA RDY Prl 16.6- •_�.•' P,P��y!.
BRINCKERHOFF
CAD FILE PATH
'm)iii YS,
'..
-L- LINE RCG DIG NOTiO N
OF PREPARED BY CHECKED BY �� �' .•. �°• 3b 121 WE S I I RAVE S TREE I '
STA. 13 +75 TO DHB 672672D,5 SUITE 1950 CRIARLOTTL..
26 CIIA RL
0
J +5O APPROVED BY DATE I)TT E� NC 2i{292
STA. 1 '

I !
/ 067447 0 I
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676 66\''\
879.89
N \ \
O 678 $2
+
O \
o �
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(183 .69
38 \
683 39
885.89
68533 -
1
887.89
N \ \
686 88 \ PROP :B -
+ _ \ - �. �" NCOOT 840 03 v� _ _ I
889.89 —. -UPS- 21 +00, 24' RTC 1
OO \ \ `\ GRATE ELEV 68897
IN
INV 6154 47 B2 ,
,1 INV Ot T BB44] 2)
\ \ I \ 1 I
I 1
\ I
68865 -
-
68734
I rl
o m>
0
N 58814 - - o II PROP
+ -UPBI II
22+45. , Br
O ICV -TEI V 89(80
N 89011 ]9)
INV OLT 69011 (8
1
) Lr -
PROP -
688 99 CB \ m NCOOi 840 03 -
- -UPB: . 22 +50, 24' L
889.89 - \' \ GRATE ELEV 70097 � INV II 889 88
INV OJT 689 88 (8 (82) -
_
69094 -. P I:B
NCDOT. 860 03
701.89
GRATE EL
EV 97 00 _
INV IN 69672 (83)
IW IN 689 21 (81) -
- IM/ OUT 689 21 (7e)
283
703.69 i
!
PROP : B
NCDOT.940.03
-UPB- 22 +63, 24' Rf - j
p N GRATE I:LEV 70201 -
INV. Our 69776 (82)
QQ � I
N A v�,
69508
+ - 705.89 0 -CAE:
-UPB- kJ 73. 129 LT
O , - ° \ GRATE ELEI' 704 18
O _ - \ INV OUT 8 +433 (80)
M
697 92
707.69
I \
70023
709.69 - -_
702 59
711.89
705 34
713.69
(D m
m I
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715.89 m `.
I
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717.89
—n $NY -11
I0 -�1
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719.69 1 1F y jl 1 °see
cn 715 20 D 1
+ 721.89 Z
oO 9�
T
71505 C
723.69
7) 3) T
31 3) J J }7 D O
D
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512 -09 -068 H 1' =20' v 1'.a' a0 DAIS BY DESCRIPTION Plane Preaared 64:
SHEET UNIVERSITY POINTE .IDBNO SCALE ," '• - - - •
17 BOULEVARD PARSONS
n3406A RDY FFn7Mn �_S.
, BRINCKERHOFF
CAD FILE PATH \ I...�, ny:i -L- LINE RDD DBG NA PfTIONOF PREPARED BY CHECKED BY .fy., ,� °•d ?,.• 121 WES1 IItAUES1ItE1:l CHARLOTTE.
26 STA. 19 +50 TO DNB 6/26/2015 SUI FE 1950
STA. 25 +25 APPROVED BY DATE CHARLOTTE, NC 2e292 - /

O 9 O O O � IljnV V
071505 0 `n
723.88 \
71800 \
725.69 l
,ll
718 21
727.69
11,
N �1
71903
+ 729.69
O
O
716 71
731.69
.Y
/ 2c
713 74
733.69
£S�
F�
71219
735.69
i
N •\
J 711 74
+ 737.58 '•,�
O
O
71409
739.28
11
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71545 a)
740.80 v'
(n
1 W
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71659
742.15
tl
N
CO 71759
+ 743.31 - 1
O
O
i 111
716 49
744.29
717 74
745.10 T
1 a
1 U
71879
745.72
i
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CO 71950
1 I
+ 746.16
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71716
746.42
7 29 \
74848 .5 i 1
� � a
72638
746.40 I I 1
m 1
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0
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m n %
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V
726 88 Z
744.19 S<
j
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+ 743.19
O
;O 9 O O J1 O S O
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18 BOULEVARD
173ao6A RnY Pn 18 n„� • � : P,p�;, P,.
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26
STA. 31 +00 APPROVED BY 67DATE015
pQ1
J k :,J 41. S S
% 4
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s '
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I / III PROP HW
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I / UPB- 30453, 7 i LT O
TOP 726 71
INV IN 72290 (1 $2)
I / PROP JB WRH MP
NCDOr 84032 u
%
RIM +
I/ RIM N 7 718.84
IW IN 72872 (113
INV OUT 722 99 i 130)
PROP HW
NCDOT 83801
-UP B- 30+82.86' W
TOP ELEV 731 B
IHJ OUT 728 132)
J J J J J J
U1 -P P JT U1 O
U1 O LT O U O
VO DATE BY DES RIPI'IOA I Plan) PreOared R1.
PARSONS
BRINCKERHOFF
121 \VLSI' TRADE S REEI
SI11TE 1950
CHARLUPTE, NC 28202
J J
� J
J1 O
CHARLOTTE.

770
765
760
755
750 --Zt1^ cp, � D
PI -:8 +9666 —L— STA. 32+00.00
EL= 5342' EL.=738.26
K = 5
DS 30 PH EAD CONSTRUCTION
745 —1-- 2T.A.- 32=14200(7
E _. =737 2()
TIE TO EXIST.
740
— Mll 1 ANII DLE"ID TO
E<ISTING (3Y OTHEFS)
-- — --------
735 ---- - -----
730
725
720
715
710
705
700
695
690 �
31+00 32+00
SEE SHEET 9 FOR -L- PLAN VIEW
33+00
END CRADE
V6
BEGIN GRADE —RAB— STA. 10+00.00=
cc = 4
—RAB— STA 10+ DO. 00= —Yl— STA. 15+04.80
—RAB— STA. 12+ 30.75= ELEV. = 682.69'
690
—Yl— t) A. -1 5 + U,do
ELEV = 682.69'
,
47 61
P1 - ID+ 00 E..EV 68 + 061
W 50' EL N 680 98'
EL 6W 07 685
DS--'20 uPH
P1 - 11.30 29
. - 140'
El 680 2"
K -23
D
680 8
-RAB- STA ll+Wl§=
675
SEE SII- EET 5 FOR CENTRAL ROUNDABOUT PLAN VIEW
10-00 1 -I 00 i 2 -00
10+00 11+00 12+00
—L— S' 8+2453-
HZM GRADE
—DWI� .05TH 11 +95 )3
EL 684.05
F;:DMt2TA 1�72 0
Q GRADE
690
_j -0— STA 11+77i3
685
EL M 69
W
P1 11+50 M
ADC
EL 68452'
vc= W
Z
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0
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>
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O
730,54
731.25
PROP CBI
j NCDOT Bi003
—Y2— 13P54, LT
7zela' a„
726 50
729.26 I [
li
/ PROP CB
NCDOT 640 Ol
724 83 . CRATE ELEV 1128 19' -
727.31 INV N 723 ii (3) O,
IRV OUT 72x'05
+ 71943
725.33
O A f > >'
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70824
723.36 A $"
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5TA 14 +36 -12- IT
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cn to
69816 T ^'
721.42 a
697 43
719.70
PROP CB
NCDOT 84003
• -� -� -Y2- 15 +00, I T
av I ELEV 71.191' N
\ � I INV IN 71244 6)
x'
+ 70451 5TA 15 +00 — Y_2_ -R�� �`7S `,ti `c INV DDT 7t22
O 718.22 N ELEV =7c 5 JU - •• \ +••
O NCRODOT 6B 4
0 13
-Y2- 15 +M,
RT 11
1
�" 4(4) �: 2 �
D \\ \ L O L I NV. OUT 7. 2.64
709 43
718.98 3 1
LATERAL 'V' DITCH �\ \
m STA 15 +50 -Y2- RT \
ELEV ='716 49
`7 \
712 75
715.93
o� CO 0-) 0) J J J J J J J J J J J J J
07 CO co co O O N N W W 4N- W U1 cy)
O (I) O U1 O U1 O (P O W O W O cn O CT1 O
UNIVERSITY POINTE -09- SCALE D DAIL BI l DLKRIPIIOP Plans Prepared Rl. +
SHEET 512 -09 -068 H 1 " =20' v 1' =a' „mvn,,,, '
20 BOULEVARD
PARSONS
1-406A RDY PO
�N.nnn '� PA�OP,'
}�� "'
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OF PREPARED By CHECKED BY �'- .,.�.. \ °.,�_,�••' I 121 W E$1 1RAUE S 1 REE I ( *i T■ (�r��r�1�'- -
26 STA. 10 +00 TO SUITE 1950 Il
STA. 15+50 DHB 6,2E,2D,5
+ APPROVED eY DATE I CHARLOTTE, NC 26202

m m cy) 0') (7) m m CF, J J J J J J J J J
O) (7) J J 00 00 C0 c0 O O N N C,J C,)
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O CI7
715.93
@EGIN LATER,,L 'V' DITCfy \
STA 15 +60 - Y2- RI
ElEV =718 73
71544
nl „1°
715.24 -o ”'
\ q +
+ 71872
O 714.38 \
O
i
721 00
710.24
of
PROP CB
NCDOT a 4003
720 26 C -Y2- 16 +50, R' O
714.10 C \ ~u-- -�-- -v - INv4 DUP 16971 6 i 9
72104
713.97 m
In
I� I
J 720 77
p 1MA
713.85 l
CD
72043 e�A
713.69�`*
71635
713.26 � PoOP CB I
SSWWON DOT 14111
I�\ - 2- 18 +DD, LT
G 7E ELEV 711 '.2' m
IT OLM 708 49
i
715 65
712.55 1 °
`w N
I
(yam I g
\ \�
00 71368 (may~
+ 711.52x:;:: j
PROP CB
NCDOT 84003
18 +00, K GRAT
GRATE ELEV. 1.22'
4' N 726 711 23 i =';J / �w !u v�F oo �7)
171
710.18 Grp INV IN 70749, (29)
INV OUT 706 n9
0 = i
70813
708.54
704 84
3i
706.67
+ 70319
O 704.80 f
CD
702 39 F�
702.92
ry
/
70097
701.05 �--i NCDOT'SQ 03
�.J -Y2- 19 +BO, RT
�•i CC -P+d. �t�'�r- CRATE 6E - 9B 98' 1
25 9 � 1
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69973
899.17.
co
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+ 697.30 (/J
j tai
m =V / PROP CB
NCDO 844 03
69569 -Y2- 20+,25, 1077 RT
,`Y;iSh. ti-c� t', GRATE ELf/ 69560' O
INV IN 69'131 (1U)
895.42 '- 7 ��.
��N INV our a 90 11
90 J
W yqj
693.67 PROP CB �� J`I Ncoor Boom
693.55 GRATE ELEV. 889.49'
O INV IN 68436 (1 2j
'u`/ INV OUT BB418
�I
691 86 PROP Co
691.67 1 GRATE 21 +00, R
O� GRATE EIEV 6B! 49'
' / INV IN 884 ]e 1)
IM/ 0117 684 56
N D �-
669 zo Z
+ 689.80
i 1
p <
684 19
687.99
0) 0') O (T 0) O 0) J J J J J J J J J
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O (-T O (-T O Cn O 'U) O cn O O u O (P O
SHEET UNIVERSITY POINTE 51JOBNO68 i .SCAEI�4 NO DAZE BY e UESCRII'IION I Plans Preuar6dRr: `
21 BOULEVARD - °,'" P, " °P= PARSONS
naanfiA RnY PEI n.n�� --. _
�J y
., - BRINCKERHOFF
CAD FILE PATH aL�
OF PREPARED BY CHEC ED BV (NOTE. T1011)
PREPARED 1211VESI IKAUE STREET
-Y2-
26 STA. 15 +50 TO ~.I,,, CHARLOTTE-
STA. TC_
DHB 8/20/2015 SUITE 1950
STA. 21+25 APPROVED By DATE CHARLOTTE, NC 28202

i
C) O m m m 0� 07 G) O J-) (3) 0-) J J J J J
-P -pl ("I (-T m 0-) J J O0 co CO CO O O N
068419 01 O U1 O u O U1 O U1 O Cn O (-n O (_n O
887.99 Ix �'
%y y
688.41
8 2oS. j e =9
67446
685.07 , "
NCDOT 84005
7.1+80, u
GRATE GRATE ELEV 68A!
IW IN 67895 ( 1 U'
INJ IN 675.89 (14)
INJ OUT 67492
N 667 58 \ �
+ 883.98
CD
66071
683.13
NAsP9
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\.�/
66715. —�
1, CB
NCDOT 84003
669 46 t r PROP
veT 2b +00,, T I
jj
662.14 , �\ \ INV IN 80719 -(15''
\ IW NV OUT 87689
I
x�z �
67609
\...
0 682.01
' NCDO mil m 1 CB
NCDOT 84003
-Y2- 23 +00, R
:NV I E 77 861 72'
¢. 9. GR IN 677 58 8} U
v °'9^ n \ IW OUT 877 38
67734
662.12
o l67917 a
882.47
N
676 89
683.06
MUM
+ 67812
0 863.89 'ft'
O
67957
684.96
I �
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686.27 \
68804 '
687.80
I"
N 1i
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+
889.32 V
PROP
O � NCDOT C840 0�
25 +1513 13..19' Rr
Iti =A."" �? �: ?`N�; N�NN� VAAAA \VAAAVAVAAA� UR7 — i lg9 7s
4 Iw. IN 67931' (17)
68943 - 1{C INV OUT 679.1
690.40
k "\ i w-ps
F` x XWX
68932 cn I S9NiPo
690.97 m oll, �
68969 m l X '
691.01 m
ga
u
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68953 4 ��VAAa
0 890.53 Z
A
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68931 ° \1�I
869.88 O
PROP CB
NCDOT 840 03
GRATE ElEV 688 63'
\\\��\\\�\\\y� IW IN 880 70 (11
68821 N INV OUT 66050
\ \`l \\�
D
687 91
687.98 \� s
J 68678 .��.
+ 887.39
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O rs O UI O Ut O (_n I O UI O U1 O Ut O
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UNIVERSITY POINTE ICE NO I SCALE .
��•,P.,O'.... PARSONS
22 BOULEVARD 173406A ROY Pfl27tloo ; �, PA9�P,:
GAD FILE PATH BRINCKERHOFF
OF -Y2- RCC O6c NOTI`E2� TION) `
26 PREPARED BY CHECKED BY r,d� 121 \VE51' I KAUE S I KEE
STA. 21 +25 TO SUITE 1959 CHARLOTTE.
STA. 27 00 APPROVED 6,'A'TGE 5
r\ + APPDHB BY DATE CHARLOTTE, NC 28202

m O) 0) m 0) 6) 0) 0) m J J J J J J J 1
N u (-1 0) 0) J J Co 00 CO LO O O N N W
J O 686 78 W O U) O 0 O U1 O U1 O U1 O U) O W O
+O 087.39
O I
`i
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^ PRO' C8
u°i�'c �"v_ �� NCD 1T 84003
68487 4\y \Z I . �� 1 A 1 -Y2, 27 +50. LT
687.08 m cRA' E¢9 60 70
p ��mm+ OUT 68195
O
685 62 0 - L888.98
PROP CB
NCOOT 81003
_�_ �
GRATE ELEV 688 l 0
INV P 88195 ((2 1)
INV IN 68175 (18)
686 20 S? I INV OUT 681 75
eazls
co 0 Ali
sas 71
+ 8e7.53
CD
1 \,
68756 � k�
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1
68888
689.04
69019
690.10 71 3169• m�
RI 88756 (1048
IN 6a8.84 (106 i
\ ,\ W OUf 866.84
\\ \ PROP CR
691 94 1?1\ •\ NCDOT 84003 -
891.18 GRATE ELEV 890 8" N
O
O
PR )P C8
NC )OT 84003
11 -Y?- 29 +00. 0 -
693 75 Q I GR ATE ELEV 690 82• N
892.28 ..., -xr688 98 1 .
N INV OUT 685.75
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51 2-09-068
N0fi8 I H - gCALE' _41 0 DATE '8Y DLSCRIP,'ION l 1IBR, PECOAEBd IS,': \
SHEET ,r.rrrrrrrrr I +1 PAIM� 1'
23 BOULEVARD �o......... N .,
,7.lanfiA RnY vPi 73.no� ` � = PAS �P::
CAD E�LE PATH at BRINCKERHOFF
RCC DIG Of -Y2 PREPARED BY CHECKED BY Nor ' n� HMV UR�yT��N) 121 WLS I' I KADE S I RLE l
26 STA. 27 +00 TO -:f�` CIIARLOTTC:
DHB 8/2fi/2015 .rr,,,r�,.r..`��` SUITE 1959
STA. 29 +40 APPROVED BY GATE CIIAII U(1TTE. NC 28202

L'7
725 725
t
S
720 720 V
BEGIPJ CONSTF UCTION 4
715 -Y1- STA. 1C +60.00 715 LL -
LL. _ /UU.Sti _... — Q g
cc = z
s C CS Z
710 BEGIN nRAnF 710
a `� a
..........—
-Y1- STA. 10 +$0.00 _ -_. _.- — .- -.....
EL = 699.67
MILL AJD s �Z
BLEND TO _ _ Qm ' ` u
705 C311GTIr,G 705
PI - 11 +8000 - -'
EL - 895 25'
VC - 110'
K =96
700 - DS - 50 MPH 700
o
PI = 12+9010
EL - 689 75'
K - =181° 47 49 32 46 48 O 33 34
695 -� D5 = 70 "P" 695
& b 31 ° .. aate�, e $
1 ° r r
n^�'o nmJm Om EEL. fi8426 nJmap
° 6e1D mm< moS 5 .,
690 DS .. 45 MPH n - 5 f°m �+ 5 ° mW�
`�_ alk'° �8i�� inu!�- Ik, '��o: ° -Z° ms oolk' ° QF I�?° 690
rl ' a=- =O
1 J9= _ o S & c Z3O 682 69 -
i I 7S
PI TS °110 ��
DRAD EL 685 z e 685 z
ND R DUNDABCJT SEE SHEET 21 R)UNOABOUT F-
__
LANE FOR OUNDAB LANE
IIFTAIL °U
p f iiiiifrirf __
680 MARK STATION OFFSET ELEV TIDN DESCRIPTION r / . / �i/ • •.f 'OLF OF ,P RCP T- ;�___ (~ 2.00[
SOFT DIG LOCATIONS
r -- -- - -- 680
3 14 -7529 28.13 677.08 12}' DIP WATER LINE {;. /f ,,.� "' o zrz - WND_ __ ________ _________ 4�q`••w-}N6U �:�••
� V 60
O 95OF 1.°" RCP
28 J82-611 54.95 87633 C PIASTIC GAS LINE �,�t,6 28 74.19 6629 874.17 4}' 'TEEL GAS LINE �!0 75.85 25.87 878 43 2 }� I LASIIC FlBER OP 1C CABLE L = 680 20 SELF OF 15' RC 675 42 64.24 40.77 7/' f7� X 0 225 675
�.'� 15i,�Qc ls' F..P ��,j.�/d3 /� //
O 4208 -. ij �' �:.L�1� ✓. /i/ 'f j/� /�B�O�X % /Y ,r ✓i i.,I
46 14-79 30 33.78 876.B3 4}" F LASTIC PHONE LI[IE / �1�1✓L/ �/
_G (� \9�
56 15'F7213 65.79 877 41 2 }' F LASTIC FIECTRICI L LINE - -( ,
NOTE SCFf D LOCATION! R U FOR LOCATION N[ ONLY
CONTACT CARDNO FOR EX/CT LOCATION ANI ELEVATION -
670 670
665 665 -
0
d
660 660
LLI
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FINAL PHASE I- EROSION CONTROL SUITE 199() GLWLOITL�
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APPROVED By DATE CHARLOTTE, NC 23202 100,

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svrro.1 Description
ILANU )EVE101'11F11"�T111AID11
INCLUDES CHARI)Drn ETJ
C.82 Ced] sandy dal, I.arr,
2to 6 percent slopes. moderately eroded
CoCT2 Codisanclydavlow
stols percent slopes rroderatelVeroded
En' Ced] -Urbari land coitipliNi
2 to 6 percent slopes
InD .En -sandy loam
8 to 15 percent slopes
W. B Helena sandy loam
p":II slopes
MO o-1
31.2,. n, flooded
I. I. - I Pt sandy
15 N. 25 pf.rrem Sim.,
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l
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SOIL STABILIZATION TIMEFRAMES
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CITY OF CHARLOTTE
ob JLAND I)FVFIX)P%IF,,T STANDARDS
I( 71117L INCLUDES CHARLOTTE ETJ
• PITY OF CHSHIATTF.
LAND
,T STANDARDS
IN,lLDEs r.HARw7Tv. ETJ
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• I CIn' OF CHARLOTTE
V LAND DEVEMPMENT STANDARDS
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MIDOIFFED PER PLANS
A&W Aft,
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CITY OF CHARLOTTE • CIT) OF CHARLOTTE
4b ILAND DEVELOI , MENT STANDARDS I\ F' \/\ �',F
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CITY OF CHARLOTTE _ 1 C 11D DEYELOYMENT STANDARDS J`E ,sa T-,F,- IdVO UEYELUPMENT DARDS
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LAND DEVEIAPHENT STANDARDS
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