20201635 Ver 1_Pre-Filing Meeting Request_20201029

ID#* 20201635
Version* 1
Regional Office* Mooresville Regional Office - [phone]
Reviewer List* Alan Johnson
Pre -Filing Meeting Request submitted 10/29/2020
....................................................................................................................................................................................................................................................................................................
Contact Name * Dave Homans / Helen Simonson
Contact Email Address*
Project Name*
Project Owner*
Project County*
[e-mail]
Ardrey Kell Sidewalk Project
City of Charlotte
Mecklenburg
Owner Address: Street Address
Ardrey Kell Road at Tom Short Road
Address Line 2
aty State / Frovince / Region
Charlotte NC
Rbstal / Zip Code Country
28277 USA
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Alan Johnson
Please give a brief project description below.
The Ardrey Kell Sidewalk project involves the construction of —1/2 mile of
sidewalk along the northwest side of Ardrey Kell Road between Tom Short
Road and an existing section of sidewalk. The project is expected to
require some minor fill to roadside wetland areas. Project plans are
attached.

Please give a couple of dates you are available for a meeting.
11 /13/2020
11 /12/2020
11 /16/2020
Please attach the documentation you would like to have the meeting about.
Ardrey Kell Sidewalk Final Submital
12.95MB
Package.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 10/29/2020

11/1/2018

Engineering Services
PLAN SUBMITTAL COVERSHEET

DATE 10/09/2020
PROJECT NAME Ardrey Kell Sidewalk
PROJECT LOCATION Located on Ardrey Kell Rd. between Tom Short Rd. and Providence Rd.
% PLAN COMPLETION FINAL

SUBMITTAL INCLUDES:

 COMPLETE PLANS PACKAGE
 MILESTONE CHECKLIST
 CURRENT COST ESTIMATE
 SPECIAL PROVISIONS (100% REVIEW ONLY)

CONSULTANT Andrew Davis. EI
CONSULTANT PM Andrew Dodds, PE
CONSULTANT QA/QC ENGINEER Andrew Dodds, PE
LOCATION MAP
NTS
Project Name: Ardrey Kell Sidewalk Project Number: PMES191608Project Features:
Curb & Gutter
Pedestrian Signals
Concrete Sidewalk
PMES191608
Construction Plans of Proposed
INDEX OF SHEETS
NCDOT 2018 STANDARD SPECIFICATIONS
VICINITY MAP
NTS
Cover Sheet .............................................................................. 1
Signal Plans ............................................................................. SIG1
General Notes and Details ...................................................... 2-2A
Plan & Profile .......................................................................... 4-8
Erosion Control ...................................................................... EC1-EC3
Traffic Control ........................................................................ TCP1
Pavement Markings
GENERAL SERVICES
Ardrey Kell Sidewalk
Typical Sections and Storm Drainage Summary.................. 3-3B
Pavement Marking & Signing Plan ....................................... PM1-PM3
TOTAL SHEETS 36
Ardrey Kell Rd.
-L-
SR3632
POSTED SPEED: 45 MPH
Begin Project
Sta. 10+00.00 -L-
End Project
Sta. 34+95.62 -L-
PROJECT LENGTH = 0.47 MILESTom Short Rd.SR3628POSTED SPEED:35 MPHARDREY KE
L
L

R
D
.ARDREY KELL RD.TOM SHORT RD..SITE
Wheel Chair Ramps FINAL PLANSFOR CONSTRUCTION
PLANS PREPARED BY:
Landscape Management
CLT Water
CDOT - Implementation
Engineering Services
Construction Administration
Contract Administration
FOR CITY ENGINEER
GENERAL SERVICES
____________
RECOMMENDED
Horz. Profile ............
Vert. Profile .............
Plan View .................
GRAPHIC SCALES
6020 40
6020 40
124 8
Cross Section ...........
155 10
Storm Water Services
Planning, Design & Development
Utility Coordination
600 East Fourth Street
Charlotte, North Carolina 28202
Phone: [phone]
Fax: [phone]
GENERAL SERVICES
PLANNING & DESIGN GROUP
CITY OF CHARLOTTE
CDOT - Design
PE SEAL
Record Drawings
Friday, October 9, 2020 3:29:28 PM
SURVEY PREPARED BY:
CITY OF CHARLOTTE SURVEY-MAPPING-GIS FROM THE
LOCALIZED COORDINATE SYSTEM DEVELOPED FOR
THIS PROJECT IS BASED ON STATE PLANE COORDINATES
ESTABLISHED BY: NCGS MONUMENT OR CONTROL
POINT WITH NAD 83(2011) STATE PLANE COORDINATES
OF NORTHING:479,376.37 EASTING: 1,457,140.43
ELEVATION NAVD: THE AVERAGE COMBINED GRID
FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS:
0.99985097 VERTICAL DATUM: NAVD 88 ALL LINEAR
DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES.
DATE RANGE OF SURVEY:03/19/2019 TO 03/26/2019
Grading
Cross Sections ......................................................................... X1-X16
Storm Sewer
Pipe Profiles ............................................................................. 9
OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:29 GENERAL NOTESAND DETAILS600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]GENERAL SERVICESPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEK:\ENGINEERING SERVICES\PROJECT FILES\PMES191608 Ardrey Kell Sidewalk\Drawings\CAD\Sheet Set\S2-General Notes & Details.dwg
Monday, October 12, 2020 2:29:27 PMARDREY KELL SIDEWALKABBREVIATIONSGENERAL NOTES GENERAL NOTES
STANDARDS
Proposed Sidewalk Bridging Tree Roots ..................................
CONVENTIONAL SIGNS
Proposed Rip Rap Ditch ..............................................................
Proposed Asphalt Pavement ........................................................
Proposed Pavement Removal ......................................................
Proposed Gravel ...........................................................................
Tree Protection .............................................................................
Guy Wire ...........................................................
Accessible Ramp Domes ......................................................................
Existing Water Meter ............................................
Existing Drop Inlet................................................
Existing Utility Pole ................................................
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 .................................................
Proposed Drop Inlet...............................................
Existing Fire Hydrant ............................................
Iron Pin ....................................................................
Proposed Light Pole ...............................................
Proposed Utility Pole ..............................................
Proposed Telephone Manhole ..............................
Existing Electric Manhole ....................................
Proposed Electric Manhole ..................................
Proposed Fire Hydrant ..........................................
Existing Tree .........................................................
Proposed Sanitary Sewer Manhole .....................
Proposed Curb & Gutter, Conc. Drive, Sidewalk ...................
Asphalt Milling ............................................................................
Sidewalk Cross Slope Transition ................................................
Existing Storm Drainage ................................
Proposed Property Line .................................
Existing Property Line ...................................
Existing Gas Line ............................................
Existing Underground Telecommunications.
Existing Sanitary Sewer ..................................
Proposed Storm Drainage ..............................
Existing Water Line ........................................
Temporary Construction Easement ..............
Existing Underground Electric ......................
Sidewalk/Utility Easement .............................
Storm Drainage Easement .............................
Maintained as R/W Line ................................
Utility Easement ..............................................
CONVENTIONAL SIGNS
Slope Stake Fill line ........................................
Slope Stake Cut line ........................................
Conservation Easement ..................................
Existing Easement ...........................................
Proposed Gas Line ..........................................
Proposed Water Line ......................................
Proposed Sanitary Sewer ................................
Existing Overhead Utilities.............................
Existing Overhead Electric ............................
Existing Overhead Telephone ........................
Existing Underground Cable TV....................
Existing Underground Fiber Optic................
Existing Overhead Fiber Optic.......................
Proposed Underground...................................
Proposed Overhead..........................................
Existing Guardrail...........................................
Proposed Guardrail.........................................
Existing Fence...................................................
Proposed Fence.................................................
Silt Fence...........................................................
Proposed Safety Rail........................................
Railroad Tracks...............................................
Creek/Ditch.......................................................
Proposed Water Valve ..........................................
Post Construction Controls Easement ..........PRELIMINARYDo Not Use For Construction
CURB RAMPDETAILS2A9OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]GENERAL SERVICESPLANNING & DESIGN GROUPCITY OF CHARLOTTEK:\ENGINEERING SERVICES\PROJECT FILES\PMES191608 Ardrey Kell Sidewalk\Drawings\CAD\Sheet Set\S2A- WCR Details.dwg
Monday, October 12, 2020 9:28:07 PMAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALERAMP NOTES
ARDREY KELL SIDEWALKWCR DETAIL 1
WCR DETAIL 2 SR#3632ARDREY KELL RD.ARDREY KELL RD.TOM SHORT RD.PRELIMINARYDo Not Use For Construction
3TYPICAL SECTIONOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction9
3A9TYPICAL SECTIONOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
DRAINAGE STRUCTURE TABLE
STORM DRAINAGE PIPE TABLE NO.DATEBYDESCRIPTIONDRAINAGEOFSHEETSUMMARY TABLEPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]GENERAL SERVICESPLANNING & DESIGN GROUPCITY OF CHARLOTTE3B9APPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEK:\ENGINEERING SERVICES\PROJECT FILES\PMES191608 Ardrey Kell Sidewalk\Drawings\CAD\Sheet Set\S3-Typical Sections & Drainage Summary.dwg
Friday, October 9, 2020 3:25:08 PMARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
ARDREY KELL RD.
SR3632
(100' PUBLIC R/W)TOM SHORT RD. SR3628(70' PUBLIC R/W)PLAN & PROFILE49OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For ConstructionSTA. 10+00 to 15+50
ARDREY KELL RD.
SR3632
(100' PUBLIC R/W)PLAN & PROFILESTA. 15+50 to 21+0059OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
ARDREY KELL RD.
SR3632
(100' PUBLIC R/W)PLAN & PROFILESTA. 21+00 to 26+5069OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
ARDREY KELL RD.
SR3632
(100' PUBLIC R/W)PLAN & PROFILESTA. 26+50 to 32+0079OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
ARDREY KELL RD.
(100' PUBLIC R/W)PLAN & PROFILESTA. 32+00 to 34+96 89OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
Monday, October 12, 2020 1:33:04 PMSTORM PIPEPROFILES99OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
TRAFFIC CONTROLNOTESTC1TC1PRELIMINARYDo Not Use For ConstructionOFSHEETNO.DATEBYDESCRIPTIONPROJECT NOTESGENERAL NOTES
CONSTRUCTION PHASING
DETAIL A Plans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]GENERAL SERVICESPLANNING & DESIGN GROUPCITY OF CHARLOTTEK:\ENGINEERING SERVICES\PROJECT FILES\PMES191608 Ardrey Kell Sidewalk\Drawings\CAD\Sheet Set\S5(TCP)- Traffic Control Plan.dwg
Monday, October 12, 2020 2:07:17 PMAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEPORTABLE SIGN BLOCKING SIDEWALK
UNACCEPTABLE
ALTERNATIVE OPTION IS TO PLACE SIGN BEHIND SIDEWALK WHEN POSSIBLE,
OTHERWISE, MAY NEED TO POST MOUNT SIGN WITH 7' MINIMUM VERTICAL
CLEARENCE FROM SIDEWALK SURFACE
PORTABLE SIGN IN SIDEWALK
ACCEPTABLE
ARDREY KELL SIDEWALK
ARDREY KELL RD.
(100' PUBLIC R/W)TOM SHORT RD.(70' PUBLIC R/W)ARDREY KELL RD.
(100' PUBLIC R/W)PAVEMENT MARKINGPLANPM1PM3OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
ARDREY KELL RD.
(100' PUBLIC R/W)
ARDREY KELL RD.
(100' PUBLIC R/W)PAVEMENT MARKINGPLANPM2PM3OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
ARDREY KELL RD.
(100' PUBLIC R/W)PAVEMENT MARKINGPLANPM3PM3OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
EROSION CONTROLPLANEC1EC3OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
EROSION CONTROLPLANEC2EC3OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
EROSION CONTROLPLANEC3EC3OFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.ARDREY KELL SIDEWALKSCALESR3632PRELIMINARYDo Not Use For Construction
CABLE TO 07-1567
(ARDREY KELL AT REA RD)
24 FIBERS IN 2 BUFFER TUBES
Cisco Ethernet Switch Detail inside
traffic controller
#3165
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ID:1577
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REVISED BY AMB 9/14/2OD9
F RENSED BY AMB 9/14/2009
F4 Sheet 4
CABLE TO 07-1566
(ARDREY KELL RD AT
PROVIDENCE RD)
24 FIBERS IN 2 BUFFER TUBES
21
22
1 \
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/
42
71
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DETAIL SCALE: 1 "=10'
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KELL TOMSHORT
TO TOM SHORT RD
/ /
24 FIBER
SIGNAL Sic INV 0715n
NOTES
1. UNUSED FIBERS COILED AND STORED IN SPLICE TRAY.
2. UNUSED BUFFER TUBES TO BE LEFT COILED AND STORED IN SPLICE
/
TRAY.
3. TERMINATE BUFFER TUBES TO PATCH PANEL AS SHOW
4. FIBER INTERCONNECT CENTER/PATCH PANEL RACKS ARE SCHEMATIC
ONLY.
/
DETAIL SCALE: 1 "=10'
0 30 60
SCALE : 1 "=30'
UNLESS OTHERWISE NOTED.
\\\\ �,A C ARD
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045226
SIGNAL PHASING SIGNAL SEQUENCE
Ring Configuration 5;6;a;7;8;b RING 1 PHASE 1 PHASE 2 PHASE 3 PHASE 4 =
CONTROLLER TYPE: SIGNAL ID R/W OTH R/W OTH R/W OTH R/W OTH
2070 EOS NUMBER
21,22 G Y R
31 , a 4
1 NOT 5 NOT 41,42 G Y Y
USED USED
PB21,PB22 I dp- DW AR
P641,P642 FpW DW AR
RING 2 PHASE 5 PHASE 6 PHASE 7 PHASE 8
-
a - - - - - - - -- SIGNAL ID QR W OTH R/W OTH R/W OTH R/W OTH _j
NUMBER /
61,62 G Y R
3 7 71 14
81,82 G Y Y
71 OL D d PB61,PB62 FpW DW AR
4 ��� 8 P681,PB82 FDW DW AR
b MIN_ RECALL- - MIN_ RECALL_
OVERLAP —PHASE
OL—A/—+— OL—B/ 3+4 OL—C/—+— OL—D/ 7+8
OVERLAP -
PHASE FYA FYA
SIGNAL ID R/W OTH R/W OTH R/W OTH R/W OTH J
NUMBER L,
31a
PULLBOX ID 71a1 1 1 1 1 1 1 3�A_ I <�
SIZE: PULLBOX TYPE: ® RED ARROW a YELLOW ARROW
10 13"x24"x12" LOOP / GREEN ARROW -3j FLASHING YELLOW ARROW
0 17"x30"x24" FIBER OPTIC
Q 24"x36"x24" CONTROLLER / FIBER
® 30"x48"x36" CONTROLLER
Q5 24"x24"x12" CONTROLLER
© 36"x36"x12" CONTROLLER
NOTE:
PULLBOX MATERIAL MUST MEET OR EXCEED THE
1998 CDOT TRAFFIC SIGNAL SPECIFICATIONS.
SIGNAL HEAD ID
® 0 31a,71a
O 0 31a,71a
�O
31a,71a
LU 0
PB61,PB62
21,22 0 31,71 PB81,PB82
41,42
61,62
81,82
SIGN ID
A. J
R2-1- 45 B G H W13-1
24" x 30" W1-10R R10-3D-L R10-3D-R 24" x 24"
30" x 30" 9" x 12" 9" x 12"
ST�IRGfQSSSN'
NUN FOP
STARTCAD:SSING
WATCH FOR
TURNING
VECHICLES
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R10-15R
30" x 30"
N
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R10-3b
R10-3b
CLEARANCE INTERVALS
Phase 1 2 3 4 5 6 7 8
% Grade -1.6% 3.1 % 0.8% 5.8% 0.8% 3.1 %
Distance 72 125 93 113 111 142
Approach Speed (mph) 35 25 45 35 30 35
Yellow 4.0 3.1 4.4 3.5 3.5 3.7
All Red 1.5 3.3 1.5 2.3 2.6 2.8
Total Clearance 5.5 6.4 5.9 5.8 6.1 6.5
TRAFFIC VOLUMES
am
' Rd
Out In Telai
qz1_31
976 11,a27 504 1
ae ,2 D
PIM 711111 Lpll Pads
9MR01986:00 AM
9Rdr1lO19 06:45 PM
m Llgi is & Peels
0
MBdfumS ,�.,..
FIG Vg
Fl T f-
Left Ttml HIM Peds
1016 1358 2752 2
16 10 29 0
7 ,
2791 21
4671 5178 8848
fit 54 115
/7a 6288 99T6
Out In Tolal
DETECTOR INFORMATION
DETECTOR
AMP.
SIZE /
0
AMP.
DELAY
DISABLE
COMMENTS:
NUMBER
NO.
ZONE
TYPE
0
21
3
6X6
2
N
130' FROM STOP BAR
22
4
6X25
2
N
@STOP BAR (LT)
23
1
6X25
2
N
65' FROM STOP BAR (L
43
2
6X25
4
N
®STOP BAR (LT)
42
7
6x6
4
N
130' FROM STOP BAR
71
8
6x25
7
D
65' FROM STOP BAR (L
62
5
6x6
6
N
130' FROM STOP BAR
61
6
6x25
6
N
@STOP BAR
63
11
6x25
6
N
®STOP BAR LT
31
15
6x25
3
D
®STOP BAR (LT)
81
16
6x6
8
N
130' FROM STOP BAR
24
17
6x25
2
N
©STOP BAR
NOTE:
ALL STOPBAR LOOPS EXTEND 5' BEYOND THE STOPBAR UNLESS OTHERWISE NOTED.
ALL LOOPS RECEIVE THREE TURNS.
LEGEND
PROPOSED
DESCRIPTION
EXISTING
17
CONTROL BOX
m
METER PEDESTAL
v
PULL BOX
o
❑�
STEEL POLE
®❑
MAST ARM
PED PEDESTAL
UTILITY POLE
ANCHOR
♦►
SIGNAL HEAD
�►
VIDEO CAMERA
OPTICOM
ee-I
OBSERVATION CAM
ee-I
Q
DETECTOR
-----
CONDUIT
-----
-----
INTERCONNECT
--
EDGE OF PVMT.
- - - -
CURB & GUTTER
TUBULAR MARKER
0
Ardrey Kell 8802 C.
�Ardrey Kell Roo D.
T
Tr
®
GROUND SIGN
OVERHEAD SIGN
DOUBLE YELLOW
STOP BAR
T
WHITE SKIP
*Tom Short R 00 E.
- -
WHITE MINI
PAVEMENT ARROW
Tom Short R 00 F.
PROPERTY LINE
-
- -
ROW
PLAN NOTES
1. ALL PAVEMENT MARKING DIMENSIONS ARE APPROXIMATE.
2. SIGNAL WILL BE INSTALLED IN ACCORDANCE WITH THE MAY 1998 CDOT TRAFFIC SIGNAL SPECIFICATIONS AND THE PROJECT SPECIAL PROVISIONS.
3. PED SIGNALS WITH PUSHBUTTONS WILL BE LABELED "PB" (FOR EXAMPLE PB21, PB22)
4. COUNTDOWN PEDESTRIAN SIGNALS SHALL COUNT DOWN FLASHING DON'T WALK ONLY.
# 1 BY: 1 DATE:
1
SH
11/09
2
NS
3/11
3
RA
4/12
4
TGS
3/5/2014
5
KC
3/16
6
MLB
07/17/2019
7
DMB
9/2019
8
DMB
10/2019
9
DMB
12/2019
REVISION:
RECORD PLAN
ADDED PEDS, FYA #31 &71
LOOPS 43,61,62,63
RECORD PLAN - TGS
BORDER, STREET SIGNS, VOLUMES
RECORD PLAN - MLB
OBSERVATION CAMERA
RECORD PLAN - DMB
ADDED PED PHASES 2, 4
CITY OF CHARLOTTE
DEPARTMENT OF TRANSPORTATION
600 E. 4TH ST. CHARLOTTE, NC 28202 704 336-4119 FAX: [phone]
ARDREY KELL ROAD
AND
TOM SHORT ROAD
SIGNATURE DATE [DESIGNED BY: INS DATE: 4/02 JAPPROVED BY: GJ NCDOT# 10-1829 UNIT ID: 28044 SIGNAL ID:01577

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Monday, October 12, 2020 2:15:46 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:16:01 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:16:16 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:16:31 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:16:47 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:17:01 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:17:16 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:17:31 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:17:46 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:18:01 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:18:16 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For ConstructionSTA. 26+50 to 27+50
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Monday, October 12, 2020 2:18:31 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:18:46 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:19:01 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:19:16 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
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Monday, October 12, 2020 2:19:30 PMOFSHEETNO.DATEBYDESCRIPTIONPlans Prepared By:600 East Fourth StreetCharlotte, North Carolina 28202Phone: [phone]Fax: [phone]ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTEAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALEX16ARDREY KELL SIDEWALKPRELIMINARYDo Not Use For Construction
1 Rev Date: 10/29/2018
Project Name: Consultant:

Project Number: Project Manager:

ENGINEERING SERVICES GUIDELINES AND PLAN DEVELOPMENT
MILESTONE CHECKLISTS

The following guidelines have been established to aid the Engineer/Designer/Manager in understanding the
design process as it relates to Engineering Services work. These guidelines are meant to be used as the
minimum criteria by which design activities occur while realizing that each project is unique and may require
special considerations.

Design Plan Milestone Checklists

Projects are recommended to the following Plan Development Milestones:
I. 25% Plans Review (Client Department Review for “Large” Projects)
II. 50% Plans Review (Preliminary Plans – Core & Support Team Review)
III. 75% Plans Review (Preliminary Plans – Core & Support Team Review)
IV. 90% Plans Review (Preliminary Plans – Core & Support Team Review)
V. Final Plans (Core & Support Team Review)
Following are Outlines of each Milestone with:
A. General Overview
B. Required Submittals
C. Plan Checklist

Ardrey Kell Sidewalk In House Design
Kory Hedrick, PEPMES191608
2 Rev Date: 10/29/2018
I. 25% Plans Review Submittal Date: Designer:
Review Date: Reviewer:
Note: Survey should be field verified prior to beginning 25% plans to assure it is correct and no
improvements have been installed since survey was received. All review plans submitted must be 24”
X 36” Black-Line (Originals or PDFs). Each sheet should have a “Plans Prepared By:” block and have
the stamping “Preliminary Plans – Do Not Use for Construction,” until the final plan set is issued.

Field visit to verify survey
A. General Overview
This milestone has been set to ensure the Project Design is proceeding according to IPDS Project
Plan, preset design criteria, and sound engineering judgment. At this milestone, conceptual designs
should have evaluated multiple alternatives (if applicable) to determine the most cost-effective
Preliminary Horizontal and Vertical Alignments based on the client’s initial scope of work, design
criteria and approved design exceptions. If not, the design should not proceed with plan production
with cutting sheets. With the conceptual design approved, proceed with preparing plans. The 25%
Plans Review should include the following:

B. Required Submittals (Place a Check Mark, or N/A)

Design Assumptions or Design Criteria
Listing of Required Permits or Special Reviews
(i.e. Phase I Environmental Site Assessment, Historical Agency Review, NCDOT
Encroachment Agreement, Water Quality Permit, Erosion Control Permit, etc.
Verification of Correspondence with Pertinent Utility Companies
Control Point Calculations for Projects with a Resurfacing Grade
Vertical Clearance Calculations
Preliminary Pavement Design
Engineer’s Estimate
Project Construction Plans (Approx. 25% Completion)
Andrew Davis, EI1/8/2020
N/A
3 Rev Date: 5/7/19

C. 25% Plans Checklist (Place a Check Mark, or N/A)

Note: All plans submitted must be 24” X 36” Black-Line (Originals or PDFs). Each sheet should
have a “Plans Prepared By:” block and have the stamping “Preliminary Plans – Do Not Use
for Construction”.

1. Title Sheet (Use City of Charlotte Standard Cover Sheet)

Vicinity Map is “complete” and “accurate”
(Includes at least two major streets and an intersection)
(Show North Arrow inside vicinity map)

Legend of Conventional Symbols Used
(Make sure Lines and Symbols are “accurately” shown)

Index of Sheets (Varies per Project)
Suggested Layout:
-- Sheet 1 Title Sheet
-- Sheet 2, 2A, 2B, etc (2 Series) General Notes,
Standard Abbreviations & Various Details
(including ramp details)
-- Sheet 3, 3A, 3B, etc (3 Series) Typical Sections, Drainage Summary
-- Sheets 4 thru XX Plan & Profile Sheets
-- Sheets TCP1 thru TCPxx Traffic Control Plans
-- Sheets PM1 Thru PMxx Pavement Marking & Signing Plans
-- Sheets EC1 thru ECxx Erosion Control Plans
-- Sheets SP1 thru SPxx Construction Staking Plans
-- Sheets SIG1 thru SIGxx Signal Plans
-- Sheets UC1 thru UCxx Utility Construction Plans
-- Sheets UBO1 thru UOxx Utilities By Others Plans
-- Sheets X1 thru Xxx Cross-Sections Sheets

Project Name & Project Number (Place in two locations)
As a heading under the City logo (centered at the top of the sheet)
Vertically along the Right-Hand Border
Project Features
(Type of work such as: Grading, Storm Drainage, Concrete Curb & Gutter, Paving,
etc. Place under Project Name & Number in heading.
Standard Specification Date (Most current publication) (NCDOT Standard
Specifications for Roads & Structures)
Signature Block entitled “Recommended for Construction” with signature space for
project stakeholders (unsigned at this point)
Signature Block containing City Engineer’s approval signature & date
(unsigned at this point)

4 Rev Date: 5/7/19
Location Map
Shows Project Layout on numbered superimposed sheets to include the following:
Project Alignment for all Proposed Construction
(include Stations for -L- lines, -Y- lines, detours, etc.)
Existing Roads and Streets affected by construction
(both those that are part of the project and those not part of project)
Show Major Proposed Work with Shading
(do not show any associated text or other details)
Street Names, Route Numbers, Survey Line Names & Numbers
Alignment Equality Stations
Streams and Rivers
Railroads
City Limits
Beginning and Ending Stations for the Project
North Arrow

List of Graphical Scales used for the Project
Design designation is shown

2. Typical Sections (to be shown in the “2 Series” of sheets)

Provide Typical Roadway Section(s). Include road name, construction alignment
reference identification and stations. Label pavement types, curb & gutter, sidewalk,
etc…. to match items listed in the Preliminary Material Schedule.

3. Plan Sheets
In general, show Existing Features with dashed and/or “screened” lines and proposed features with
heavier solid lines and/or shading. Use City of Charlotte layering standards.

Sheets are ½ Plan (at the bottom of sheet) and ½ Profile (at the top of the sheet)
unless project lends itself to separate plan and profile sheets. The Horizontal Scale
should be 1” = 20’ and the Vertical Scale should be 1” = 4’. Any variance from
these scales should be approved by the Program Manager.

Existing Planimetric Features relative to project (field verified by designer)
Streets, roads, driveways, sidewalks (names, labels, etc.)
Houses, buildings, garages, sheds (names, labels, etc.)
Fences, walls (labels)
Trees, shrubs, woods lines, etc. (type and size if pertinent)
Utilities (above and below ground) (type, size & mat’l if known)
Storm Drainage Facilities (size, type, and invert elevations)
Property Lines, Exist. R/W Lines, Exist. Permanent Easement Lines
(Show Monumentation found with label – ex. ½” EIP)
Property Owner Information (use City of Charlotte standard parcel
block info.)
Railroads (show tracks to scale)(label ownership)
Bodies of water (rivers, creeks, streams, lakes, ponds, etc.)
(give name, width, direction of flow, etc.)
Any other existing features relative to project

N/A
N/A
N/A
5 Rev Date: 5/7/19
Survey Information (shown at the correct location on the plansheet)
Survey Control Points (symbol, point name, material, N,E, Elev.)
(ex. TP-2 (60d Nail) with N, E, and Elev.)
Survey Benchmarks (symbol, name, alignment reference, and Elev.) (ex.
BM-2 (-L- Sta 10+53 34’ Rt.) (Elev. = 750.56’)
North Arrow (related to specific survey datum – i.e. NAD83 etc.)
Datum Description (Place Block on Plansheet #4)

Proposed Features
Horizontal Alignment(s)
Proposed Design/Construction Alignment(s) to include:
Heavy solid line(s) showing Proposed Alignment
(Designate with -L-, -Y- or multiple with –L1-, -Y1-, etc.)
Beginning and Ending Stations (with
Coordinates) (ex. -L- POT Sta. 10+00.00)
(N = , E = )
Equality Stations (with Coordinates)
(ex. -L- POC Sta. 13+26.54 = -Y- POT Sta. 10+85.63)
(N = , E = )
Event Point Stations (i.e. PC, PT, PCC, PRC, PINC, etc.)
Bearings and Distances on Tangents

Horizontal Curve Data (Show in Curve Info. Box)
(Number each curve and provide delta angle, radius, length of curve, and tangent
length)(Optional: chord distance, chord bearing)

Proposed Improvements such as curb and gutter, sidewalk, driveways, etc. (show
with appropriate line weight and shading). Labeling is not necessary at this
milestone. Drainage improvements should not be shown – these are not detailed
enough at this milestone)

Match Lines (reference station number and sheet number)

4. Profile Sheets
In general, show Existing Features with dashed and/or “screened” lines and
Proposed Features with heavier solid lines and/or shading. Use City of Charlotte layering
standards.

Sheets are ½ Plan (at the bottom of sheet) and ½ Profile (at the top of the sheet)
unless project lends itself to separate plan and profile sheets. The Horizontal Scale
should be 1” = 20’ and the Vertical Scale should be 1” = 4’. Any variance from
these scales should be approved by the Program Manager.

Existing Features
Dashed Line(s) labeled Existing Grade along -L-, -Y-, etc.
(show existing centerline elevations every 25’)
Existing Drainage or Utility Structures and Pipes (show to scale)
(label size, type, material, and top/rim and invert elevations)

6 Rev Date: 5/7/19
Survey Information (shown at the correct location on the sheet)
(show benchmarks with name, setting, alignment reference, and elevation)
(ex. BM-2 (Railroad Spike set in the base of 32” Oak)
-L- Sta. 10+53 34’ Rt.
Elev. = 750.56’ (NAVD88)

Proposed Features
Vertical Alignment(s) (Show on a project by project basis)
Proposed Design/Construction Alignments to include:
Heavy solid line(s) labeled “Proposed Grade”
(designate with -L-, -Y- or multiple with –L1-, -Y1-, etc.)
Label proposed grades along grade line, PVC, PVT, and PVI Stations
and Elevations
Vertical Curves – label PVI station/elevation, K value, algebraic
difference in grade, length of curve, low/high point station/elevation
Proposed Elevations every 25’

5. Cross-Sections Sheets
In general, show Existing Features with dashed and/or “screened” lines and
Proposed Features with heavier solid lines and/or shading. Use City of Charlotte layering
standards.

Scale should be 1” = 5’ (Horizontal and Vertical) (Any variance from this scale
should be approved by the Program Manager)
Show Existing Ground Line (give existing elevation at construction alignment
location(s))
Show critical cross sections as identified by the Project Manager (locations with
large obstacles such as trees, signs, retaining walls, or locations with high cut/fill
lines)

6. General

“Preliminary Plans- Do Not Use for Construction” is noted on all sheets.

Same project number is shown on all sheets.

Date plans printed shown in the title block.

7 Rev Date: 5/7/19
II. 50% Plans Review Submittal Date: Designer:
Review Date: Reviewer:
A. General Overview

Note: A cursory review of previous milestone reviews should be completed prior to proceeding with
the next milestone review to ensure changes and additions have been updated or corrected.

At this point, the design should be checked for constructability, utility conflicts and compliance
with Storm Water Services design requirements. To meet this milestone requirement, a concept
drainage (plan view only) should be completed with preliminary spread calculations and inlet
locations with pipe layout and slopes. In addition, a written phasing for traffic control should be
reviewed by CDOT to ensure the project can be constructed without temporary widening or
overnight lane closures. Utility conflicts, above ground and underground, should be highlighted and
discussed with the Utility Coordinator. Throughout the project limits, cut and fill lines should be
imported to identify tree and environmental impacts as well as potential retaining wall or guardrail
locations.

B. Required Submittals (Place a Check Mark, or N/A)

Geotechnical Report (if applicable)

Summary of concerns noted in the Phase I ESA document (if applicable)

Storm Drainage Topo Map for proposed inlet locations and inlet calculation spreadsheet
50% Engineer’s estimate
Project Construction Plans (approximately 50% complete)

C. 50% Plans Checklist (Place a Check Mark, or N/A)

1. Title Sheet (Use City of Charlotte Standard Cover Sheet) (complete per 25% Plans)
Design designation data is shown.

2. Details (to be shown in the “2 Series” of sheets)

Update General Notes for Erosion Control Sheets and Traffic Control Sheets.
Delete Pavement Degradation Fee notes that do not apply.
Provide Details for retaining walls and non-standard catch basins or culvert
improvements.
Provide Details for other non-standard items not covered under NCDOT
Specifications.
Label Detail sheets with description of details included on sheet within title block.

N/A
N/A
1/9/20 Andrew Davis, EI
8 Rev Date: 5/7/19
3. Plan Sheets

Label proposed Improvements such as curb and gutter, sidewalk, driveways, etc. (show
with appropriate line weight and shading)
9 Rev Date: 5/7/19
Label pavement widths and taper/transitions.
Label utility poles to be relocated “by others.”
Highlight above ground and underground utilities that are in conflict with the
proposed improvements.
Label proposed concept drainage system with material, length, slope and class of
pipe.
Import cut/fill lines and show retaining wall limits if determined necessary.
Label tree removal and required tree protection.
Show pavement removal with appropriate hatching
Show accessible ramp locations with crossings
Show superelevation at correct plan location(s) (if applicable)
Show guard rail and retaining wall location(s) (if applicable)
4. Profile Sheets (No Change from the 25% review.)

5. Traffic Control (Written Phasing Scheme only)

List by phase the proposed approach to accommodating the traffic control during the
life of the project. Phases should be consistent with general construction guidelines
and practices.

Show proposed detours if required.

6. Cross-Sections Sheets

Show Proposed Ground Line (templates with no labeling at this point).
Add daylight lines for Cut/Fill slopes.
Provide proposed elevation at construction alignment location(s).
Show proposed retaining wall or guardrail locations.
Sections should be shown at min. 50’ increments (25’ increment are required for
projects < 1 mile and all sidewalk projects along the construction alignment(s) (i.e.
10+00, 10+50, 11+00, etc.). Label alignment designation and station.
Check to ensure sight distance requirements have been met per the design
criteria at intersections and major entrances with large traffic volumes.
N/A
N/A
N/A
N/A
N/A
10 Rev Date: 5/7/19

75% Plans Review Submittal Date: Designer:
Review Date: Reviewer:
A. General Overview

Note: Survey should be field verified again prior to beginning 75% plans to assure no
improvements have been installed since survey was received and last field visit occurred. A cursory
review of previous milestone reviews should be completed prior to proceeding with the next
milestone review to ensure changes and additions have been updated or corrected.

For this review, mark-ups/comments from utility companies as well as Storm Water Services should
be incorporated into the project design. The project design at this milestone should include storm
drainage (horizontal and vertical) with identified pipe sizes and minimum slopes. In addition, a
traffic control plan (both written phasing and associated diagrams), and a pavement marking plan.
In addition to the detailed plans, an updated engineer’s estimate should be prepared. Any required
permits should be identified at this milestone and plans should be prepared for appropriate
submittals (NCDEQ, NCDOT, Water Quality, Etc.). Project grading limits should be checked for
area disturbed. If the area exceeds one acre, an erosion control permit is required. If there are
changes in the approved budget or schedule, a Change Control Document should be prepared to
inform the Client and Project Team.

Field visit to verify survey

B. Required Submittals (Place a Check Mark, or N/A)

Updated 75% engineer’s estimate
Storm Drainage Topo Map for proposed pipe system and pipe calculation spreadsheet
ROW/easement quantities (spreadsheet)
Project Construction Plans (approximately 75% complete)

C. 75% Plans Checklist (Place a Check Mark, or N/A)
1. Title Sheet

Design designation data is shown.

2. Typical Sections & Details (to be shown in the “2 and 3 Series” of sheets)

All necessary dimensions shown on pavement, subgrade, shoulders, slopes,
centerline, medians, sidewalks, utility strips, curb & gutter, etc.

Milling limits shown (if applicable)

All slopes shown on pavement, shoulders, subgrade, hinge point grading, ditches,
cut & fills.
N/A
N/A
11 Rev Date: 5/7/19

All grade points shown.
All variable limits shown.
Provide Details for retaining walls, non-standard catch basins, and culvert
improvements. (update from previous milestone reviews).
Provide Details for special ditches (lateral and berm ditches). Provide alignment,
station, offset, and quantities such as drainage ditch excavation, rip rap, and filter
fabric. (Note: Project Manager may choose to show this information on the plan
sheets.)
Provide Details for other non-standard items not covered under NCDOT
Specifications. Some that may be considered are sidewalk taper, pipe trench detail
for storm drainage pipe, and pavement overlay or wedging.

3. Plan Sheets

Show the limits of construction by placing slope-stake lines on the plans. (lines
should be designated as cut or fill by linetype)
Show berm and lateral ditches if required. Insert corresponding ditch details.
Proposed drainage. (cross-pipes, storm sewer systems, and driveway pipes) Label all
pipes with size and material. Show and label pipe inlet and outlet devices such as
headwalls, endwalls, flared-end sections, false sumps, rip rap and filter fabric
requirements and quantities. Label drainage structure numbers.
Label radii measured to face of curb.
Label proposed utility poles to be relocated “by others” at the specified locations
indicated by utility companies.
Guardrail shown & labeled
Show and label signal items to be installed by roadway contractor (ped bases, pull
boxes, conduit, etc.)
Retaining walls shown & labeled
Ramps shown accurately on plan sheet with station labels (details not yet created)

4. Profile Sheets

Show curb line grades if different from proposed design-line grade line.
Label proposed edge of pavement elevations for left and right lip lines.
Show proposed lateral ditches with beginning, ending, and PVI stations and
elevations. Label proposed lateral ditch grades.
Update proposed drainage. Make sure drainage structure number corresponds with
that shown in plan view.

12 Rev Date: 5/7/19

5. Erosion Control Plans

Preferred scale 1”=40’.
Erosion Control Notes & Legend Key.
(Use symbology consistent with the Erosion & Sediment Control Planning & Design
Manual: https://deq.nc.gov/about/divisions/energy-mineral-land-resources/energy-
mineral-land-permit-guidance/erosion-sediment-control-planning-design-manual)
Erosion Control measures shown on plan view. Erosion control plan must be
sufficient to obtain plan approval and required erosion permits from NCDEQ.
Erosion Control Details - if standard, refer to standard number.
Temporary Wattle Check Dam/Inlet Protection
Temporary Silt Fence
Temporary and Permanent Seeding Specifications
Other

6. Traffic Control/ Pavement Marking Plan

Standard Traffic Control General Notes & Project Notes modified per project.
Traffic control phasing is consistent with general construction practices.
Traffic control custom phase drawings and/or CDOT WATCH diagrams correctly
referenced per written phasing.
Pavement Marking Plan preferred scale 1”=40’.
Legend matches NCDOT pavement marking schedule.
Legend matches plan view symbology.

7. Cross-Sections Sheets

Label cut & fill slopes and varying pavement cross slopes.
Label pertinent proposed elevations such as lip elevations and grade break point
elevations.
Show berm and lateral ditches.
Show additional critical cross-sections at driveways and other critical areas such as
drainage inlets.
Label any non-typical existing or proposed features such as retaining walls,
buildings, headwalls, channel changes, etc.

8. Utility Construction Plans

Include in the construction set as separate plans if needed due to plan sheet clutter

13 Rev Date: 5/7/19

90% Plans Review Submittal Date: Designer:
Review Date: Reviewer:
A. General Overview

Note: A cursory review of previous milestone reviews should be completed prior to proceeding with
the next milestone review to ensure changes and additions have been updated or corrected.

This review milestone precedes preparing plats and easement exhibits for real estate acquisition.
For this review, final mark-ups/comments from utility companies as well as Storm Water Services
should be incorporated into the project design. The project design at this milestone should include
updated drainage (horizontal and vertical), traffic control, and pavement marking plans. In addition
to the detailed plans, an updated engineer’s estimate should be prepared with an updated real estate
cost. All required permit applications should be prepared at this point along with any required fees
with check requests submitted.

B. Required Submittals (Place a Check Mark, or N/A)

Final Pavement Design Calculation and typical sections modified.
Final drainage map with spreadsheets and calculations for pipe system and inlet design
Updated 90% engineer’s estimate
Permit Applications along with check requests (May include NCDEQ Erosion Control,
NCDOT encroachment, Municipal Agreement, Water Quality Permit)
Ramp Calculations
Project Construction Plans (approximately 90% complete).

C. 90% Plans Checklist (Place a Check Mark, or N/A)

1. Title Sheet

Design designation data is shown.

2. Typical Sections& Details (to be shown in the “2 and 3 Series” of sheets)

Update the pavement/material schedule to incorporate the final pavement design.
Ramp & curb return details
Drainage structure table
N/A
N/A
14 Rev Date: 5/7/19
3. Quantities Summary Sheet(s) (if applicable)

Drainage Summary (Standard NCDOT or City formats)

4. Plan Sheets
Show curb return elevations (if necessary). Label elevation on plan at 10’ increments
along lip of curb or shown on a curb return profile on a separate sheet

Check to ensure all proposed work is clearly indicated. Such items overlooked to this
point might include: fence relocations/additions, tree removal/protection & trimming
needs, sign relocations/removal/additions, pipes to be removed/plugged/extended/,
sealing abandoned wells, driveway reconnections, driveway pipes, etc.
Show final storm drainage and labeled.
Right-of-way & Easement lines, and Parcel numbers shown with standard parcel
block information (check to make sure this matches plats/exhibits)
Check to ensure no property has been landlocked with proposed improvements
Areas to remain undisturbed with the right-of-way clearly marked

5. Profile Sheets

Finalize proposed drainage. Label all pipes (parallel and cross-pipes) with size,
material, length, slope, and class of pipe. Provide top/rim and invert elevations for all
drainage structures. Label NCDOT or LDSM standards required (i.e. NCDOT Std.
840.01).
Curb return profiles (if necessary)

6. Erosion Control Plans

Narrative (if necessary)
Construction Sequence (if necessary)
Check to ensure all erosion control measures are contained within existing or
proposed right-of-way and easements

7. Traffic Control/ Pavement Marking Plan

Update plan sheets per comments from 75% review

8. Cross-Sections Sheets

Show volumes for embankments, unclassified excavation, and known undercut
excavation on each cross-section.
15 Rev Date: 5/7/19
Provide dimensions as needed (required on NCDOT streets).

9. Utility Construction Plans

Check to ensure only work to be performed by the contractor is indicated with heavy
lines and text

Show other pertinent plan information with background or gray-scale symbology

10. Utilities By Others Plans

Include in the construction set as separate plans if needed due to plan sheet clutter

Check to ensure only work to be performed by others (not the contractor) is indicated
with heavy lines and text

Show other pertinent plan information with background or gray-scale symbology

16 Rev Date: 5/7/19

Final Plans Review Submittal Date: Designer:
Review Date: Reviewer:

A. General Overview

This milestone review has as its purpose to finalize construction plans, engineer’s estimate, project
special provisions, and any other items necessary to submit to Bid Phase. It incorporates review
comments from the 90% plans review and external reviews such as NCDOT Encroachment
Agreement. Prior to this review, right-of-way and easement needs have been determined and
incorporated into the plans, plats and exhibits have been prepared, and Real Estate Phase is well
underway. Coordination has occurred for landscaping needs, traffic signal work, and utility
relocations. The project budget and schedule have been updated to reflect any IPDS Change
Controls. This review should present a clear picture of the project design with all necessary details
for successful construction.

B. Required Submittals (Place a Check Mark, or N/A)

Submit Permit Applications (May include Erosion Control, NCDOT encroachment,
Municipal Agreement, Water Quality Permit).

Final Engineer’s Estimate (all computations included)

Written Project Special Provisions

Listing of Right-of-Way and Easement Areas (via Spreadsheet)

Final Project Construction Plans with signed/sealed mylar cover sheet and final review
stamp on remaining sheets

C. Final Plans Checklist (Place a Check Mark, or N/A)

1. Title Sheet

Updated Index of Sheets

Project Stakeholder signatures under the “Recommended for Construction” block

City Engineer’s approval signature

2. Details (to be shown in the “2 and 3 Series” of sheets)

Standard General Notes shown on Sheet 2 & updated to show project specific Sheet
references

List of Standard Drawings pertinent to project (NCDOT or CMLD)
9/29/20 Andrew Davis,EI
Andrew Dodds, PE
N/A
17 Rev Date: 5/7/19

3. Plan Sheets

All cross-reference notes are correct

All utility relocations/adjustments labeled and clearly identified as work the
contractor is to perform or as work to be done by others

4. Profile Sheets

All cross-reference notes are correct if separate plan & profile sheets

5. Traffic Control Plans

Update to reflect any changes from 90% review or to address any access issues

6. Pavement Marking Plans

Clearly denote markings to be removed (include line item(s) & quantities in
engineer’s estimate)
Check for any temporary markings needed (include line item(s) & quantities in
engineer’s estimate)
Check for the need of permanent pavement markers (raised or snowplowable)

Reference Standard Drawings (if applicable)

Clearly identify signs to be installed by the contractor & signs to be installed by
others

7. Construction Staking Plans

Provide all necessary information for staking not contained elsewhere in the
construction plans (Note: This information may be provided at a later date if
required and not be included at this milestone.)

8. Signal Plans

Include in the construction plans if the contractor is to perform any of this work
N/A
PROJECT: ARDREY KELL SIDEWALK
NUMBER: PMES191608
EST. BY: Full name (Andrew Davis,EI DATE: 10/1/2020
CHECK BY: Full name (Andrew Dodds,PE DATE: MO/DA/YEAR
Item# Section CIC Item Description Quantity Unit Unit Price Amount
1 800 10800.000 Mobilization 1 LS $57,400.00 $57,400.00
2 226 10226.101 Undercut Excavation 103 CY $50.00 $5,150.00
3 SP-1 10226.001 Comprehensive Grading 1 LS $496,400.00 $496,400.00
SP-3 80135.000 Select Material 50 TN $35.00 $1,750.00
310 10310.005 15" R.C. Pipe Culverts, Class V 185 LF $100.00 $18,500.00
4 310 10310.004 15" R.C. Pipe Culverts, Class IV 404 LF $80.00 $32,320.00
5 310 10310.542 15" Precast Concrete Endwall 3 EA $2,500.00 $7,500.00
310 10310.54 15" Precast Concrete Endwall (Cast in Place) 2 EA $2,500.00 $5,000.00
6 840 10840.022 Masonry Drainage Structures 6 EA $1,600.00 $9,600.00
7 840 10840.355 Frame with Grate (all types) 6 EA $700.00 $4,200.00
8 607 10607.059 Milling Asphalt Pavement, 0.0" to 3.0"5580 SY $10.00 $55,800.00
9 610 10610.101 Asphalt Concrete Base Course, Type B 25.0C 757 TN $100.00 $75,700.00
10 610 10610.201 Asphalt Concrete Intermediate Course, Type I 19.0C 215 TN $125.00 $26,875.00
11 610 10610.451 Asphalt Concrete Surface Course, Type S 9.5C 205 TN $110.00 $22,550.00
12 620 10620.000 Asphalt Binder for Plant Mix 71 TN $600.00 $42,600.00
13 846 10846.052 2' 6" Concrete Curb and Gutter 3440 LF $35.00 $120,400.00
14 848 10848.000 4 " Concrete Sidewalk or pad 1750 SY $50.00 $87,500.00
15 SP-5 10848.101 Concrete Wheelchair/Accessible Ramps 50 SY $150.00 $7,500.00
16 1205 11205.050 Thermoplastic Pavement Marking Double Lines, 4", 120 mils 5900 LF $3.00 $17,700.00
17 1205 11205.000 Thermoplastic Pavement Marking Lines, 4", 120 mils 522 LF $2.00 $1,044.00
18 1205 11205.043 Thermoplastic Pavement Marking Lines, 6", 120 mils 2400 LF $2.00 $4,800.00
19 1205 11205.045 Thermoplastic Pavement Marking Lines, 8", 120 mils 750 LF $3.00 $2,250.00
20 1205 11205.044 Thermoplastic Pavement Marking Lines, 24", 120 mils 70 LF $12.00 $840.00
21 1205 11205.185 Thermoplastic Pavement Marking Symbols, Left-Turn Arrow 3 EA $250.00 $750.00
SP-6 80010.000 Safety Rail, Metal CLDS 50.04 540 LF $70.00 $37,800.00
22 1705 11705.000 Signal Cable (16 AWG - 4 Conductor)810 LF $2.25 $1,822.50
23 1715 11715.004 Unpaved Trenching (2-2" SCH80)165 LF $10.00 $1,650.00
24 1725 11725.002 Inductive Detection Loops 480 LF $8.00 $3,840.00
25 SP-7 11726.000 Lead-In Cable 1620 LF $2.00 $3,240.00
26 SP-8 81786.000 16" Pedestrian Signal Head 4 EA $650.00 $2,600.00
27 SP-9 81783.000 10 foot Metal Base/Pole/Cap for Pedestrian Signal 4 EA $900.00 $3,600.00
28 SP-9 81782.000
Concrete Foundation for 10 foot Metal Base/ Pole/Pedestrian
Signal 4 EA $1,200.00 $4,800.00
29 SP-10 81779.000
Install APS Pedestrian Pushbutton Detector & Sign {City
Supplied)8 EA $150.00 $1,200.00
30 1716 11716.001 Junction Box (13"x24"x12" PC, TRAFFIC SIGNAL logo)3 EA $550.00 $1,650.00
31 SP-11 90000.000 Place New Conduit in Existing Pull Box 8 EA $250.00 $2,000.00
32 1716 Remove Existing Junction Box 2 EA $100.00 $200.00
#REF!SP-12 81779.000 APS Pedestrian Pushbutton Detector & Sign {City Supplied)8 EA $353.00 $2,824.00
#REF!SP-13 80001.000 Traffic Control 1 LS $33,500.00 $33,500.00
Subtotal $1,204,855.50
10.0% Construction Contingency $120,485.55
10.0% Inflation 1 yr period $120,485.55
Engineer's Estimate $1,445,826.60
SAY $1,446,000.00
Notes and Assumptions:
Bid Cost Estimate