20180957 Ver 1_401 Application_20180718

NVESTCOTT, SMALL
IN11's & ASSOCTATES;
ENGINEERING I PLANNING I CONSULTING $ PAW
2 0 1 80 957
Date: July 2, 2018
To: NC DWR, 401 From: Victoria Waldron Small, PE
Buffer Permitting Branch Westcott, Small & Associates, PLLC
1617 Mail Service Branch 125 S. Elm Street, Suite 606
Raleigh, NC 27699 Greensboro, NC 27401
We are sending you ® attached ❑ under separate cover the following items:
❑
Shop Drawings
❑
Estimate
❑ Disk
E
Prints
❑
Specifications
® Other
❑
Contracts
❑
Copy of Letter
Stream Impact maps
# COPIES
DRAWING NO
DESCRIPTION
DISPOSITION .
4
PCN w/supporting documentation
For Your Review
Buffer Impact maps
Stream Impact maps
Greenway & Erosion Control
plans ( 2 full sets)
Stream Restoration plans
1
$570.00 Review Fee Check
For Your Use
REMARKS:
cc: File
125 S. Elm Street, Suite 606 • Greensboro, North Carolina 27401 9 phone: [phone] • web: www.wsaaeng.com

W AT F9�G
T.
O T
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 14 & 27 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express XfRiparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Downtown Greenway Phase 4 and A&Y Greenway
2b.
County:
Guilford
2c.
Nearest municipality / town:
Greensboro
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
varies
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
City of Greensboro
3d.
Street address:
PO Box 3136
3e.
City, state, zip:
Greensboro, NC 27402
3f.
Telephone no.:
[phone] (Eric Tart)
3g.
Fax no.:
3h.
Email address:
[e-mail]

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Future owner/easement holder
4b.
Name:
City of Greensboro
4c.
Business name
(if applicable):
City of Greensboro
4d.
Street address:
PO Box 3136
4e.
City, state, zip:
Greensboro, NC 27402
4f.
Telephone no.:
[phone] (Eric Tart)
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Victoria Waldron Small, PE
5b.
Business name
(if applicable):
Westcott, Small & Associates, PLLC
5c.
Street address:
125 S. Elm St, Suite 606
5d.
City, state, zip:
Greensboro, NC 27401
5e.
Telephone no.:
336-310-1481
5f.
Fax no.:
5g.
Email address:
[e-mail]
B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
City R/W and easements from Spring Garden St. to
north of Benjamin Parkway
1 b.
Site coordinates (in decimal degrees):
Latitude: 36.067671 N Longitude: -79.79736 W
(DD.DDDDDD) (-DD.DDDDDD)
1c.
Property size:
Approximately 7400 If of greenway construction with
4400 If of associated stream restoration
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
UT to North Buffalo Creek
proposed project:
2b.
Water Quality Classification of nearest receiving water:
WS III
2c.
River basin: map is available at
Cape Fear
http-.Hh2o.enr.state. nc. us/admin/maps/

3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The existing site is currently developed as an abandoned rail bed. The surrounding area is developed as
a mix of commercial, residential, institutional and industrial uses.
3b.
List the total estimated acreage of all existing wetlands on the property:
n/a
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
+7400 If
3d.
Explain the purpose of the proposed project: The purpose of the project is to remove an abandoned railroad, construct
a public greenway and restore/enhance the adjacent stream.
3e.
Describe the overall project in detail, including the type of equipment to be used: The project will be constructed with
standard mechanical construction equipment. The existing roadway bed and associated ballast adjacent to the
stream and within the stream buffer will be removed and replaced with an asphalt greenway with vegetated shoulders.
The existing buffer zones are currently impacted and contain a mixture of vegetation, including invasives, railbed and
impervious surface. Impacts to the buffers for grading, debris removal and vegetation maintenance are necessary to
install the greenway and enhance the value of the buffer. The stream itself will be enhanced/restored through the
installation of various constructed riffles and rock and roll riffles. Various sections of riprap will be installed to protect
existing utilities in the stream and to protect further stream bank erosion in isolated sections. Debris removal and
reshaping of the stream channel along the majority of stream length (S2) is proposed. Existing mature trees and the
stable portions of the bank will be protected and maintained.
Streams S4 and S5 are currently severely degraded and are not indicated on the SCS Soil Survey or USGS Topo
maps. S5 will be cleaned and regraded to create a formal cross-section. S4 is in the location of the connection to the
existing greenway, so will be piped. The pipe system will be connected to an existing system that discharges to S2.
The pipe system is currently undersized and portions are in disrepair, so the pipes will be upsized to reduce existing
flooding concerns and ensure structural stability. No additional drainage area or areas of development are being
added to the system.
Rail trestles at stations 24+10, 39+85 and 48+07 on S2 are being removed since they are in disrepair and unsuitable
for use as a greenway trail. The existing trestles create restrictions and unusual bends in the stream. The trestles will
be replaced with culverts at more appropriate angles to allow for better stream flow and bank stabilization. The
culverts will be depressed to allow for a natural channel bottom to form within the culvert.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property
®Yes El No El Unknown
/ project (including all prior phases) in the past?
Comments:
4b.
If the Corps made the jurisdictional determination, what
Preliminary El Final
type of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Kimley Horne
Name (if known):
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action ID # SAW -2017-01430
5.
Project History
5a.
Have permits or certifications been requested or obtained
❑ Yes ❑ No ® Unknown
for this project (including all prior phases) in the past?
5b.
If yes, explain in detail according to "help file" instructions.

6. Future Project Plans
6a. Is this a phased project?
❑ Yes
® No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries
® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number -
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P)
(if known)
DWQ - non -404, other)
(acres)
or Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P)
intermittent
DWQ - non -404,
width
(linear
or Temporary (T)
(INT)?
other)
(feet)
feet)
S2 ❑ P ®T
Erosion Control
UT to N. Buffalo Creek
® PER
® Corps
35
92
Measures
(S2)
F-1INT®
DWQ
S2 ®P ❑ T
Stream
Restoration with
UT to N. Buffalo Creek
® PER
® Corps
35
1654
loss of water
(S2)
❑ INT
® DWQ
Stream
S2 ®P ❑ T
Restoration
UT to N. Buffalo Creek
® PER
® Corps
35
2135
without loss of
(S2)
F1 INT
® DWQ
water
S4 ® P ❑ T
Pipe
UT to N. Buffalo Creek
❑ PER
® Corps
12
149
(S4)
® INT
® DWQ
S5 ® P ❑ T
Debris
Removal/Channel
UT to N. Buffalo Creek
El PER
® Corps
12
145
Repair
(S5)
® INT
® DWQ
3h. Total stream and tributary impacts
4175
3i. Comments: Permanent impacts with loss of waters is assumed for stream restoration at the location of structures including
riffles, bank stabilization, and replacement of culverts and riprap pads. Permanent impacts without loss of waters is
assumed
for stream restoration at the location of debris removal within the channel bed.

4. open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all opents below. 4d 4e.
4a. 4b. Open water Name of waterbWaterbod t e Area of impact (acres)
impact number (if applicableType of impact y type
— Permanent
(P) or
01 ❑P❑T
02 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If Pond or lake construction ro osed, then com lete the chart below. 5d.5e.
5a. 5b. 5c.land
Wetland Impacts (acres) Stream Impacts (feet) (acres)
Pond ID Proposed use or purpose
number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
6f. Total
5g. Comments:
5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form. Other: ® Other: Jordan
6a. ❑ Neuse ❑
Lake
Tar -Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c.
6d. 6e. 6f. 6g•
Buffer impact
number — Reason for
Permanent (P) impact Stream name
or Temporary
Buffer Zone 1 impact Zone 2 impact
mitigation (square feet) (square feet)
required?
B1 ❑ P ®T
Stream
Stream
S2:UT to N.
Buffalo Creek
LJ
® No
44,069
14,837
Enhancement
B2 ®P ❑ T
Stream
S2:UT to N.
Buffalo Creek
❑ Yes
® No
11,812
0
Enhancement
B3 ®P ElT
Greenway
S2:UT to N.
Buffalo Creek
E] Yes
No
72,460
39,966®
6h. Total buffer impacts
128,341
54,803
6i. Comments: Exempt impacts indicated on the impact drawings include debris removal and planting that does not require
impacts are those areas included in the work area for access or erosion
heavy equipment or soil disturbance. Temporary
control, where no grading will occur.

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
ream. The stream is currently
f the st
The stream impacts to Stream S2 andS5are necessary
hese channels a function
o to c sate a positive impact on stream
eroding, unstable and impacted by de p opposite
health. Stream S4 is alsoarea. This section of he projeceams ts also under the Freand S5 are eman Mal Rd toverpass, so the project
sides and within the ballast
area is extremely limited. Since the pThect is to my if y the
existing greenway cannot be moved 9 was hifted as mu has posail bed to a greenway the sible ble to maintain S5 cation of as an open
(and improved) channel and to only pipe S4. The impact to S4 is limited to 149 If.
The greenway is placed within d old ced from ad to the proposed 12 maximum4' width to practical 10width and theshoulders pacts to the were reduced to stream
buffers. The greenway was reduced P
minimum widths in order to red act to the buffers. the
Spec Specific areas dfill
areas
have beenre ewedalso
and revised ed baseddesign
commentsgrades
adjusted in order to reduce imp ments
um 15' undisturbed buffer as much
received through the erosion control permitting process to maintain a minimas
possible.
Storm drainage systems have been tied i added t the outfall at approximately station32+OOuce the number of outfalls g the stream. Additionally a
be
plunge pool and level spreader has
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Existing debris in the stream and along the onm nt in he stream. Dead, dying and ved. The new invasliveillplants will be natural
removed fromthe order to more closely maintain a natural environment
buffer. Live stakes and a variety of The t estles will be replaced with culvertslat Imore so eapprolpr appropriate angles torallow tfor better tream
functioning state trees an
ream buffer
d to allow for a natural channel bottom to form within the culvert.
flow and bank stabilization. The culverts will be depresse
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
❑ Yes ® No
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type I Quantity

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested:
0 linear feet
4c. if using stream mitigation, stream temperature: ❑ warm El cool
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5 Complete if Using a Permittee Responsible Mitigation Plan
❑cold
5a. if using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a prote }ted ris riiparian buformffer tntire form — hat
requires ❑ Yes ® No
have
fill out
se
ccontacse
buffer tlthe State foritigation?`more nformat on. to
of the riparian buffer that requires mitigation. Calculate the
6b. If yes, then identify the square feet of impact to each zone
amount of mitigation required. 6e.
6c. 6d. Re uired mitigation
Total im act Multiplier (square feet)
Zone Reason for impact (square feet)
Zone 1
Zone 2
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is propoeng-lieuafee yment to fund) private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved
6h. Comments:

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include oris it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. if yes, then is a diffuse flow plan included? If no, explain why.
Comments: We are performing maintenance on the stream banks and debris El Yes No
removal, so there is no opportunity for diffuse flow. Although some pipes are being
increased, no new pipe outlets are being proposed.
2. Stormwater Management Plan En/a,nchanged
2a. What is the overall percent imperviousness of this project?2b. Does this project require a Stormwater Management Plan?es ®No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The installation of the greenway
impervious surface is being offset by removal of the tracks and ballast area.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? F1 DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Greensboro
® Phase II
❑NSW
3b. Which of the following locally -implemented stormwater management programs ❑ USMPWater Supply Watershed
apply (check all that apply): ® Other: Jordan Lake
3c. Has the approved Stormwater Management Plan with proof of approval been El Yes E] No
attached?
4. DWQ Stormwater Program Review ❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply ❑ OR cion Law 2006-246
(check all that apply): ❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? El Yes E] No
❑ Yes No
5b. Have all of the 401 Unit submittal requirements been met?
Page 9of11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes' to the above, does the project require preparation of an No
environmental document pursuant to the requirements of the National or State El Yes
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
by
ized
1 c. if you answere
State Clearing Ho se?o(if so, attach a copy of the NEPA or SEPA fthe above, has the document review been inallapprovalhe
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated E] Yes ®No
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
❑ Yes ®No
2b. Is this an after -the -fact permit application?
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
There is no wastewater generation associated with this project (greenway construction and stream enhancement only).
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Fws.gov.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
PCN instructions note salt marsh, oyster reef and seagrass. This project is not coastal.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
® Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Hpoweb. Project site is located near/adjacent to Westerwood Historic District, Wafco Mills and Greensboro College.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: Portions of the project are within the regulated floodplain and will
be permitted through the City of Greensboro and FEMA, as required.
8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com
E Y' I. C- I c r-�
4 1 ;&
V] -Z! 1�
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)

M�i,-
,"pm
A0,v
�0
Project Study Area
I
r2 mril, - 0
f

°�~=~Streams
Project Study Area
�
O /50 1,500
Feet
Kim oHorn
--
Figure 3: Jurisdictional Features Map
Downtown Greensboro Greenway
Phase
Figure 3: Jurisdictional Features Map
Downtown Greensboro Greenway
Phase

rut
y z
PA
B i
" is
Ur
low
00
Je
• y.
CU
Legend
Tan
y Area
Project Stud '.. �.. t:•; ,:t 4_ . .t a
Feet -
0 1,000 2,000
Kimley)))Horn
Figure 4: NRCS Soil Survey Map
(Guilford County, 1977)
Downtown Greensboro Greenway
Phase 4
Greensboro, Guilford County, NC

-74
,'� moi•' ,..�iu�'
j
Ij
ml
109�42
P We'
mi
-All "N",

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
DTGP4 - North Latitude:
36.081536 N
Date: 7/7/2015 Project/Site: Buffalo Creek (S1)
Evaluator: J. Hartshorn (KHA) County: Guilford Longitude:
79.802391 W
Total Points: 39.5 Stream Determination (circle one) Other
Greensboro
Stream is at least intermittent Ephemeral Intermitt Perennial g• Quad Name:
if >_ 19 or perennial if >_ 30
A. Geomorphology Subtotal = 20.5 Absent Weak Moderate Strong
2 3
0 1
1a. Continuit of channel bed and bank 0 1
2 3
2. Sinuosit of channel alon thalwe
structure: ex. riffle -pool, step -pool, ripple 0 1
2 3
3. In -channel
pool sequence 0 1
4. Particle size of stream substrate
1
2 3
2 3
0
5. Active/relic floodplain 0 1
2 3
6. Depositional bars or benches 0 1
2 3
7. Recent alluvial deposits 0 1
2 3
8. Headcuts 0 0.5
1 1.5
9. Grade control 0 0.5
1 1.5
10. Natural valley
11. Second or reater order channel
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 10
0 1
2 3
12. Presence of Baseflow 0 1
2 3
13. Iron oxidizing bacteria 1.5 1
0.5 0
14. Leaf litter 0 0.5
1 1.5
15. Sediment on plants or debris 0 0.5
1 1.5
16. Or anic debris lines or iles
Soil evidence of high water table? No = 0
Yes = 3
17. -based
C. Biology Subtotal = 9
3 2
1 0
18. Fibrous roots in streambed 3 2
1 0
19. Rooted upland plants in streambed 0 1
diversity and abundance)
2 3
3
20. Macrobenthos (note 0 1
2
21. Aquatic Mollusks 0 0.5
1 1.5
22. Fish 0 0.5
1 1.5
23. Crayfish 0 0.5
1 1.5
24. Amphibians 0 0.5
1 1.5
25. Al ae FACW = 0.75; OBL = 1.5; Other = 0
Wetland in streambed
26. plants
'perennial streams may also be identified using other methods. See p. 35 of manual.
North Buffalo Creek (Stream Si) is a large perennial stream that
Notes:
crosses the corridor beneath a rail bridge. Many fish were observed in the
by development c much of
feature. The stream is well defined but constricted
its reach.
Score
1
2
3
2
2
2
0
1
1.5
3
0
1.5
1.5
1
3
3
3
1
0
1.5
0
0.5
-a-
0

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
7/7/2015
Project/Site: DTGP4 -Stream S2
Latitude:
ab.uiu l a ry
Date:
County: Guilford
Longitude:
79.799998 W
Evaluator: J. Hartshorn (KHA)
Total Points: 35
Stream Determination
Other
Greensboro
Stream is at least intermittent
Ephemeral Intermitte Perennial
.g. Quad Name:
if >: 19 or perennial if >- 30
A. Geomorphology Subtotal = 15 Absent Weak
Moderate Strong
1a. Continuity0 1 of channel bed and bank
1
2 3
2 3
2. Sinuosit of channel alon thalwecl 0
3. In -channel structure: ex. riffle -pool, step -pool, ripple 0 1
2 3
pool sequence 0 1
2 3
4. Particle size of stream substrate
1
2 3
0
floodplain 0 1
2 3
tional bars or benches0 1
2 3
alluvial deposits
1
2 3
KActive/relicrelic
0
uts 0 0.5
1 1.5
control 0 0.5
1 1.5
l valle No - 0
Yes - 3
d or reater order channel
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 11.5
2 3
12. Presence of Baseflow 0 1
1
2 3
13. Iron oxidizing bacteria 0
1'5 1
0.5 0
14. Leaf litter
0 0.5
1 1.5
15. Sediment on plants or debris
1 1.5
16. Organic debris lines or piles 0 0.5
No = 0
=
Yes 3
17. Soil -based evidence of hiah water table?
C. Biology Subtotal = 8.5
1 0
2
18. Fibrous roots in streambed 3
1 0
19. Rooted upland plants in streambed 3 2
2 3
20. Macrobenthos (note diversity and abundance) 0 1
3
1
21. Aquatic Mollusks 0 0.5
2
1 1.5
22. Fish
0 0.5
1 1.5
23. Crayfish
0 0,5
1 1.5
24. Amphibians 0 0.5
1 1.5
25. Algae
Wetland in streambed FACW = 0.75;
OBL = 1.5; Other = 0
26. plants
'perennial streams may also be identified using other methods. See p. 35 of manual.
stream that flows along the abandoned
Notes: Stream S2 is a perennial
Norfolk Southern Railroad. The feature had strong baseflow with numerous
riffles and pools throughout the observed each. Many fish were observed
swimming in the feature. The feature likely receives strong flows during storm
events as evidenced by numerous debris lines/piles.
Score
3
1
2
3
0
2
2
0
1
1
0
3
1
1.5
1.5
1.5
3
3
3
0
0
1.5
0
0
1
0

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 7/7/2015
Project/Site: DTGP4 - Feature S3
Latitude: 36.079601 N
Evaluator: J. Hartshorn (KHA)
County: Guilford
Longitude: 79.800237 W
Total Points: 25.5
Stream Determination iLcircle one)
Other Greensboro
Stream is at least intermittent
Ephemer Intermittent rennial
e.g. Quad Name:
if >_ 19 or perennial if >_ 30
2.
Sinuosity of channel along thalweg
A.
Geomorphology Subtotal = 9
Absent
Weak
Moderate Strong
Score
1a.
Continuity of channel bed and bank
0
1
2
3
3
2.
Sinuosity of channel along thalweg
0
1
2
3
0
3.
In -channel structure: ex. riffle -pool, step -pool, ripple
0
1
2
3
1
pool sequence
15.
1
2
3
3
4.
Particle size of stream substrate
0
Organic debris lines or piles
0
0.5
1
5.
Active/relic floodplain
0
1
2
3
0
6.
Depositional bars or benches
0
1
2
3
1
7.
Recent alluvial deposits
0
1
2
3
0
8.
Headcuts
0
1
2
3
0
9.
Grade control
0
0.51
1.5
1
10.
Natural valley
0
0.5
1
1.5
0
11.
Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated; see discussions in manual
U.
1 IyU1 VIVyy Vuv
0
1
2
3
3
12.
Presence of Baseflow
1
0
3
0
20.
Macrobenthos (note diversity and abundance)
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
1.5
16.
Organic debris lines or piles
0
0.5
1
1.5 J
-H
17.
Soil -based evidence of high water table?
No = 0
Yes = 3
C Bi I S btotal =
18.
tU ogy u
Fibrous roots in streambed
3 2
1
0
3
19.
Rooted upland plants in streambed
3 2
1
0
3
0
20.
Macrobenthos (note diversity and abundance)
0 1
2
3
21.
Aquatic Mollusks
0 1
0 0.5
2
1
3
1.5
0
0
22,
23.
Fish
Crayfish
0 1 0.5
1
1.5
0
24.
Amphibians
0 0.5
0 0.5
1
1
1.5
1.5
0
0
25.
26.
Algae
Wetland plants in streambed
_Seep
FACW = 0.75; OBL = 1.5; Other = 0
0
'perennial streams may also be identified using other methods. 35 of manual.
Notes: S3 is a linear feature originating at a 60" RCP that has formed a
large scour hole Water is highly turbid and no biology was observed.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 7/7/2015
Project/Site: DTGP4 - Feature S4
Latitude: 36.06755 N
Evaluator: J. Hartshorn (KHA)
County: Guilford
Longitude: 79.797106 W
Total Points: 20
Stream Det ermi ion (circle one)
Other
Stream is at least intermittent
Ephemer ntermittent rennial
e.g. Quad Name: Greensboro
if >_ 19 or perennial if >_ 30
2
2.
A.
Geomorphology Subtotal = 6.5
Absent
Weak
Moderate
Strong
Score
1a.
Continuity of channel bed and bank
0
1
2
3
2
2.
Sinuosity of channel along thalweg
0
1
2
3
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple
pool sequence
0
1
2
3
0
4.
Particle size of stream substrate
0
1
2
3
2
5.
Active/relic floodplain
0
1
2
3
0
6.
Depositional bars or benches
0
1
2
3
0
7.
Recent alluvial deposits
0
1
2
3
0
8.
Headcuts
0 1
1
1 2 1
3
0
9.
Grade control
0
0.5
1
1.5
1.5
10.
Natural valley
0
0.5
1
1.5
0
11.
Second or greater order channel
No = 0
Yes = 3
0
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 6.5
12.
Presence of Baseflow
0
1
2
3
2
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
0
16.
Organic debris lines or piles
0
0.5
1
1.5
0
17.
Soil -based evidence of high water table?
No = 0
0.5
Yes = 3
1.5
3
C. Biology Subtotal =
18.
Fibrous roots in streambed
3
2
1
0
3
19.
Rooted upland plants in streambed
3
2
1
0
3
20.
Macrobenthos (note diversity and abundance)
0
1
2
3
0
21.
Aquatic Mollusks
0
1
2
3
0
22.
Fish
0
0.5
1
1.5
0
23.
Crayfish
0
0.5
1
1.5
0
24.
Amphibians
0
0.5
1
1.5
0
25.
Algae
0
0.5
1
1.5
1
26.
Wetland plants in streambed
FACW =
0.75; OBL
= 1.5; Other =
0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: S4 is a linear feature draining along a railroad corridor. Feature is
lined with gravel many rocks along the feature's bottom are covered by algae.
The feature ends at SW grate and travels offsite.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 7/7/2015
Project/Site: DTGP4 - Feature S5
Latitude: 36.067671 N
Evaluator: J. Hartshorn (KHA)
County: Guilford
Longitude: 79.79736 W
Total Points: 20
0
1
2
Stream Determination i)
e onae
circlTenn
Other
Stream is at least intermittent
Epheme Intermittent
e.g. orad Name: Greensboro
if >_ 19 or perennial if >_ 30
3
1
A. Geomorphology Subtotal = 6.5
Absent
Weak
Moderate
Strong
Score
13. Continuity of channel bed and bank
0
1
2
3
2
2. Sinuosity of channel along thalweg
0
1
2
3
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple
pool sequence
0
1
2
3
0
4. Particle size of stream substrate
0
1
2
3
2
5. Active/relic floodplain
0
1
2
3
0
6. Depositional bars or benches
0
1
2
3
0
7. Recent alluvial deposits
0
1
2
3
0
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
1.5
10. Natural valley
0
0.5
1
1.5
0
11. Second or greater order channel
No = 0
Yes = 3
0
artitrcial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 6.5
12.
Presence of Baseflow
0
1
2
3
2
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
0
16.
Organic debris lines or piles
0
0.5
1
1.5
0
17.
Soil -based evidence of high water table?
No = 0
0 o.5
Yes = 3
1.5
3
C. Biology Subtotal =
18.
Fibrous roots in streambed
3 2
1
0
3
19.
Rooted upland plants in streambed
3 2
1
0
3
20.
Macrobenthos (note diversity and abundance)
0 1
2
3
0
21.
Aquatic Mollusks
0 1
2
3
0
22.
Fish
0 0.5
1
1.5
0
23.
Crayfish
0 0.5
1
1.5
0
24.
Amphibians
0 o.5
1
1.5
0
25.
Algae
0 0.5
1
1.5
1
26.
Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: Feature S5 is a linear ditch draining along the southside of an
abandoned railroad. The feature has hydric soils, hydrophytic vegetation and
weak baseflow. The soils appear to be saturated for long periods.

Y
/ J
D 1
J^ 96• RCP FE /
` 1 11 RCPT
\ \ CF
GRDUND 000RDINATES '
BASED ON NAD 83(3D11) /
N= 8 ,aJOT9I.
E=1,71A.5D9.3 9fl.
EL= o"5 T(MVD 198s)
N 5' 33' 441' W
//N—
IN
NbyI \�
O
Q_
.rpa.ay avPa„++. rY r
Nn•..r,�n,t I Y .nwrv. Ywrti
3'' Nwn�.Anwhaewn. wY � r:enq�r,nNunw, xvy
JUL 1 1 2018
D\ CI -10 55-107
CI -V5
CONSTRUCTION SEQUENCE:
1. GRADING PERMIT.
2. INSTALL
C3EM 9hNONNLYCAnS NECCESSMY TO CONSTRUCT REMAINING
1 / EROSION CVFROL MY 3T FENCE AB ACENT TO A
STREAM BANK SHALL BE POSITIONED AT LEAST 1.5' FROM
;,_ 'h - THE IOP OF BMK
�Y \
♦. CLEAaN% GRUBBING AND REMOVAL OF RAILROAD TRACKS
AND APM.IRTEN
LL ROADWAYSMCES
-r —. \ ._. s_ .+- �O / ] INKSTAALL UTI ETES PATCHROOD M. STftlPNc ON
C -- _ \ �• ROADWAYS
— _. B REMOVE ONLY TE STONE BALLAST AS NECESSARY
To ACT AS INE ON CONTROL,
OTR LEAVE AS WCN AS POSSHE
�. .....� _/ MM -11 ~ 10 ACT AS EGREEN Y.
==s,C �� 1 CRANING CONSTRUCT CREFNWAY.
1d STAULST All ASE FOR ALONG GFRmHWAY TRNL
�_` �. 11. INSTAL STONE BASE FOR UREE FOR
/ ^ \ \ ``�\ �V 12 INSTAL COFFER
WEARING CWfi9= MOUNDS
S AND
SILT
\ \ \ \ \� T'7 11 FM COFFEE DAIS, RUMP D INHDS AO SILT SACKS
O� THEY WORKED � N. CLEANDO NOT REMOVE THE COFFER DAMS
FOR THE PREVIOUS WDraK BEFORE INSTALLING THE NEXT
��� `�►a ` SECTIONS COFFER OMS. PUMP AROUND AND aT SACK
Il DILIGENTLY MOL DICVICES YNN NNEDED THROUGHOUT BECONSTRUCTION.
DEVICES SHALL BE INSPECTED AND REPAIRED AFTER EACH
11 oP�OR OTMwwSE STMUZE ALL DENUDED REAS AS
REQUIRED ON 1HE ATTACHED STABNZATON TRFFRNIES
10. IAITILAL1 ER0T DEVICES
IS PROPERLY STABILIZED NTH GROUND COVER
ARE To REMAIN IN PLACE
MD EROSON CONTROL OFFICE HAS ISSUED APPROVAL TO
REMOVE AL UPSTREAM REAS MUST EE STABILIZED PRIOR
TO REMOVAL OF EROSION CONTROL DEVICES. ONCE THIS
— \ \ OCOCCIRS. MO SEDIMENT. GRADE TO FINAL ELEVATIONS
THE CONTRACTOR 94ALL BE RESPONSIBLE FOR ALL SITE
\ EROSION CONTROL. MAINTENANCE DURING CONSTRUCTION. IN
MOTION. THE CONTRACTOR SHALL BE REWONSBE FON
KEEPING AU_ RENS/RECCiDS REOKURED BY THE NATIONAL
EROSION CONTROL NARRATIVE POLUTMT DHSCHMOE ELIMINATION SYSTEM (NPDES)
THE PROPOSED SITE IB LOCATED WMIN AN ED5TING PERIAL
I6 THE CONTRACTOR SHALL HAVE ONSITE THE MEMS TO
RAILROAD RIGHT OF WAY IN THE CITY OF GREENSBORO. REMOTE MY SEDIMENT MAC® ONTO THE STREET. F
THE SITE IS SLNROUNDED BY PREVIOUSLY DEVELOPED CONDITIONS REQUIRE EQUFMENT MUST BE ON SITE TO
COMMERCA. DEVELOPMENT. THE SITE IS CURRENTLY AWASH TRES OF VEHICLES PRIOR ToENTERING STREET.
RNLRON) UNE WEN SEVERN. ROADWAY AND STREAM 19. FINAL CLEW UP.
CROSSINGS WITH AN AVERAGE SLOPE OF 3110 20. CHECKOUT BY DEVELOPER AND THEIR ENGINEER.
THE PROPOSED DEVELOPMENT INCLUDES A 7411 LF.
GREEN WAY WTH ASSOCIATED UTIUTIES AND
RECREATIONAL INFRASTRUCTURE THE SITE WALL USE A
COMBINATION Or EUOSTNG STABILIZED RAILROAD SIDE
DITCHES AND NEW STORM! DRAINAGE EROSION CONTROL
MEASURES INSTALLED IN ACCORDANCE WIN RHE
CONSTRUCTION SEQUENCE WALL INCLUDE INLET
PROTECTION, SILT FENCE s CONSTRUCTION ENTRANCE
THERE WILL ALSO BE MAINTENANCE PERFORMED ON THE EROSION CONTROL LEGEND
STREAM N THE FORA OF CLEARING DEBRIS OUT OF THE
CHANNEL AND STREAM ENHANCEMENTS. CONSTRUCTION ENTRANCE
AL DEVICES WLL BE MAINTAINED THROUGHOUT LIMIT OF DISTURBANCE —
CONSTRUCTION. SEE DETAILS FOR MAINTENANCE FOR TEMPORARY EARTH BERM —m—m—
EACH SPECIFIC DEVICE.
THERE ME NO OFF SITE BORROW/WASTE EAS SILT FENCE �a<�s—
M
MY SLI FENCI ADJACENT TO A STREAM BANK SHALL BE PLANNED. IF BORROW VIRE h STONE INLET PROTECTION
POSITIONS) AT LEAST 1.3' FROM THE RIP OF BAN OR WASTE DIRT IS HAULED OFF SITE SHOULD BE
DISCLOSED AS TO WHERE IT IS BONG DUMPED BLOCK 4 GRAVEL INLET PROTECTION
STEAMS WA THAT WALL IS DISTURBED UN ro ASTM.
ACCORDING TO THE LAW OF THE MINING ACT OF 1971'.
CULVERTS SIAL NOT TA OSRRiBm UNTIL IMIaDIAICLY ROCK CUTLET FOR SILT FENCE
RaaR ro CILPEIIT INSTALLATION/REPAIR WOK ALL CE INE NECESSARY APPROVALS HAVE BELN/WLL
BE OBTAINED FROM THE STALE AND CORPS FOR ANY ROCK DOUGHNUT INLET PROTECTION
STREAM CROSSINGS—S dSTU
/BETLANO PBAN
OF
lP�w
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NC 113A -M.1
•��'•.e'S.IRPhase
MH-
r / \ BB RIDCE C�OLOU
FE
��3
o� p � II
°OTO RIQGE C UN
P Pry \V
4 �
EO
@�
Clearin and mbbinQ of eoslal muntl CoVer
Cam .n of an,Of2tinqxb s for Ellis
slopes
0
O D p
\ DO \ \ AC 11 C!'�
p
3i QT 1. �o
Com letion of Construction ar develo nKmt
Establishment of anent gmundm sufficient to restrain eroswn
1 \\\ o
\\\\\
I
M07
/ \
MH -101
SS -105
O
Q_
.rpa.ay avPa„++. rY r
Nn•..r,�n,t I Y .nwrv. Ywrti
3'' Nwn�.Anwhaewn. wY � r:enq�r,nNunw, xvy
JUL 1 1 2018
D\ CI -10 55-107
CI -V5
CONSTRUCTION SEQUENCE:
1. GRADING PERMIT.
2. INSTALL
C3EM 9hNONNLYCAnS NECCESSMY TO CONSTRUCT REMAINING
1 / EROSION CVFROL MY 3T FENCE AB ACENT TO A
STREAM BANK SHALL BE POSITIONED AT LEAST 1.5' FROM
;,_ 'h - THE IOP OF BMK
�Y \
♦. CLEAaN% GRUBBING AND REMOVAL OF RAILROAD TRACKS
AND APM.IRTEN
LL ROADWAYSMCES
-r —. \ ._. s_ .+- �O / ] INKSTAALL UTI ETES PATCHROOD M. STftlPNc ON
C -- _ \ �• ROADWAYS
— _. B REMOVE ONLY TE STONE BALLAST AS NECESSARY
To ACT AS INE ON CONTROL,
OTR LEAVE AS WCN AS POSSHE
�. .....� _/ MM -11 ~ 10 ACT AS EGREEN Y.
==s,C �� 1 CRANING CONSTRUCT CREFNWAY.
1d STAULST All ASE FOR ALONG GFRmHWAY TRNL
�_` �. 11. INSTAL STONE BASE FOR UREE FOR
/ ^ \ \ ``�\ �V 12 INSTAL COFFER
WEARING CWfi9= MOUNDS
S AND
SILT
\ \ \ \ \� T'7 11 FM COFFEE DAIS, RUMP D INHDS AO SILT SACKS
O� THEY WORKED � N. CLEANDO NOT REMOVE THE COFFER DAMS
FOR THE PREVIOUS WDraK BEFORE INSTALLING THE NEXT
��� `�►a ` SECTIONS COFFER OMS. PUMP AROUND AND aT SACK
Il DILIGENTLY MOL DICVICES YNN NNEDED THROUGHOUT BECONSTRUCTION.
DEVICES SHALL BE INSPECTED AND REPAIRED AFTER EACH
11 oP�OR OTMwwSE STMUZE ALL DENUDED REAS AS
REQUIRED ON 1HE ATTACHED STABNZATON TRFFRNIES
10. IAITILAL1 ER0T DEVICES
IS PROPERLY STABILIZED NTH GROUND COVER
ARE To REMAIN IN PLACE
MD EROSON CONTROL OFFICE HAS ISSUED APPROVAL TO
REMOVE AL UPSTREAM REAS MUST EE STABILIZED PRIOR
TO REMOVAL OF EROSION CONTROL DEVICES. ONCE THIS
— \ \ OCOCCIRS. MO SEDIMENT. GRADE TO FINAL ELEVATIONS
THE CONTRACTOR 94ALL BE RESPONSIBLE FOR ALL SITE
\ EROSION CONTROL. MAINTENANCE DURING CONSTRUCTION. IN
MOTION. THE CONTRACTOR SHALL BE REWONSBE FON
KEEPING AU_ RENS/RECCiDS REOKURED BY THE NATIONAL
EROSION CONTROL NARRATIVE POLUTMT DHSCHMOE ELIMINATION SYSTEM (NPDES)
THE PROPOSED SITE IB LOCATED WMIN AN ED5TING PERIAL
I6 THE CONTRACTOR SHALL HAVE ONSITE THE MEMS TO
RAILROAD RIGHT OF WAY IN THE CITY OF GREENSBORO. REMOTE MY SEDIMENT MAC® ONTO THE STREET. F
THE SITE IS SLNROUNDED BY PREVIOUSLY DEVELOPED CONDITIONS REQUIRE EQUFMENT MUST BE ON SITE TO
COMMERCA. DEVELOPMENT. THE SITE IS CURRENTLY AWASH TRES OF VEHICLES PRIOR ToENTERING STREET.
RNLRON) UNE WEN SEVERN. ROADWAY AND STREAM 19. FINAL CLEW UP.
CROSSINGS WITH AN AVERAGE SLOPE OF 3110 20. CHECKOUT BY DEVELOPER AND THEIR ENGINEER.
THE PROPOSED DEVELOPMENT INCLUDES A 7411 LF.
GREEN WAY WTH ASSOCIATED UTIUTIES AND
RECREATIONAL INFRASTRUCTURE THE SITE WALL USE A
COMBINATION Or EUOSTNG STABILIZED RAILROAD SIDE
DITCHES AND NEW STORM! DRAINAGE EROSION CONTROL
MEASURES INSTALLED IN ACCORDANCE WIN RHE
CONSTRUCTION SEQUENCE WALL INCLUDE INLET
PROTECTION, SILT FENCE s CONSTRUCTION ENTRANCE
THERE WILL ALSO BE MAINTENANCE PERFORMED ON THE EROSION CONTROL LEGEND
STREAM N THE FORA OF CLEARING DEBRIS OUT OF THE
CHANNEL AND STREAM ENHANCEMENTS. CONSTRUCTION ENTRANCE
AL DEVICES WLL BE MAINTAINED THROUGHOUT LIMIT OF DISTURBANCE —
CONSTRUCTION. SEE DETAILS FOR MAINTENANCE FOR TEMPORARY EARTH BERM —m—m—
EACH SPECIFIC DEVICE.
THERE ME NO OFF SITE BORROW/WASTE EAS SILT FENCE �a<�s—
M
MY SLI FENCI ADJACENT TO A STREAM BANK SHALL BE PLANNED. IF BORROW VIRE h STONE INLET PROTECTION
POSITIONS) AT LEAST 1.3' FROM THE RIP OF BAN OR WASTE DIRT IS HAULED OFF SITE SHOULD BE
DISCLOSED AS TO WHERE IT IS BONG DUMPED BLOCK 4 GRAVEL INLET PROTECTION
STEAMS WA THAT WALL IS DISTURBED UN ro ASTM.
ACCORDING TO THE LAW OF THE MINING ACT OF 1971'.
CULVERTS SIAL NOT TA OSRRiBm UNTIL IMIaDIAICLY ROCK CUTLET FOR SILT FENCE
RaaR ro CILPEIIT INSTALLATION/REPAIR WOK ALL CE INE NECESSARY APPROVALS HAVE BELN/WLL
BE OBTAINED FROM THE STALE AND CORPS FOR ANY ROCK DOUGHNUT INLET PROTECTION
STREAM CROSSINGS—S dSTU
/BETLANO PBAN
` TtN,.drewingsnreine,nm.moot,.ri;a.ndsn.n.e,n,;nelwmwe„yorlM1erng;�P...I,elnnm.Po;er,r „.nKnl+y.re NEVISIUNS I TYPE I CONTRACT ICONTRACTOR I AS—BUILT I AUTH. DATE I BENCH MARKS I JOB NO. P-o5e45s o4A-o5544A-w CITY OF GREENSBORO •'K"
m.d i,e�n�m� l„ N �nn P�hy�P.nRm.nymnRP ,o rnPln„m;al,Pe x�inNM WESTCOTT SMALL
pn,;em exerpK nytg,eev,enl;p wriNug and w;W app,opdeN rnmpell,monmwn en®nese. 7 ROADWAY DESIGNED BY ENGINEERING DIVISION
CCoCpmayrnpriygprhtegrAmt ci2sl DsPi1fo7 n1b9oy]f6wW, nao 1pcweorvt , oS5fmmIM1sillsll 6d&ocAAusssmwoecniwtasmeqPPILLNLLreCCp.,
mAdll uRcaidgAoSr RdimslrihuldM. in any f orhy,ny mems m1Aw1IM1e
& ASSOCIATES SEWER DETAILED SHEET NO.
DOWNTOWN GREENWAY PHASE 4 &
WATER CHECKED
msouAmar,wmWBGmMo10.NCDMoaONowaEsn BY A&Y GREENWAY 1 OF 19
OF
lP�w
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NC 113A -M.1
•��'•.e'S.IRPhase
oI_ ad Erosion and Sedlm idedon Control Plan: Dab SI natum ILendowner, Fla.-I.Ily
_
'PI,Pr'x POi>•
Responsible Parly or AgmQ
Installa6an of dmeler elGWon and sediment m*oI measures
Clearin and mbbinQ of eoslal muntl CoVer
Cam .n of an,Of2tinqxb s for Ellis
slopes
GRAPHIC SCALE
InsFallason of storm tl21na a faciltties
3i QT 1. �o
Com letion of Construction ar develo nKmt
Establishment of anent gmundm sufficient to restrain eroswn
1 inch - 30 ft.
` TtN,.drewingsnreine,nm.moot,.ri;a.ndsn.n.e,n,;nelwmwe„yorlM1erng;�P...I,elnnm.Po;er,r „.nKnl+y.re NEVISIUNS I TYPE I CONTRACT ICONTRACTOR I AS—BUILT I AUTH. DATE I BENCH MARKS I JOB NO. P-o5e45s o4A-o5544A-w CITY OF GREENSBORO •'K"
m.d i,e�n�m� l„ N �nn P�hy�P.nRm.nymnRP ,o rnPln„m;al,Pe x�inNM WESTCOTT SMALL
pn,;em exerpK nytg,eev,enl;p wriNug and w;W app,opdeN rnmpell,monmwn en®nese. 7 ROADWAY DESIGNED BY ENGINEERING DIVISION
CCoCpmayrnpriygprhtegrAmt ci2sl DsPi1fo7 n1b9oy]f6wW, nao 1pcweorvt , oS5fmmIM1sillsll 6d&ocAAusssmwoecniwtasmeqPPILLNLLreCCp.,
mAdll uRcaidgAoSr RdimslrihuldM. in any f orhy,ny mems m1Aw1IM1e
& ASSOCIATES SEWER DETAILED SHEET NO.
DOWNTOWN GREENWAY PHASE 4 &
WATER CHECKED
msouAmar,wmWBGmMo10.NCDMoaONowaEsn BY A&Y GREENWAY 1 OF 19

EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
LIMIT OF DISTURBANCE
—
TEMPORARY EARTH BERN —m—m—
AT FENCE
s�
s13
LURE k STONE INLET PROTECTION
BLOCK ! GRAVEL INLET PROTECTION
ROCK OUTLET FOR BLT FENCE
ROCK DOUGHNUT INLET PR07ECTION
GBAPEDC SCAU3
I b" - BO R
ane.n�.,. I, ra.. ht.y. KEVISIUNS TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCH MARKS JOB KO• P—oBe 04 /P -05544A--04 LA I T Vr liKttIVJCVKV
m ww. Tb.�w e� .. IM �m a wm>anm �wnwa� P� w�Im�m roUu WESTCOTT SMALL ..K..
�� � ROADWAY o�scNm BY ENGINEERING DIVISION
CC�FnyhI:01TMW'catmLSmJIAAss«wa, PCLC. All RiyM1U RcsmW. F.rePtssPesminW wdrthe l;nitcd Suns '[ASSOCIATES SEWER DETAILED BY SHEET No.
CaynTnl Act of 1416, no Imn of mis dacun�nit ^�.Y M tmrvdisM a AsttiFuiM in eM f a Fy en3' ma�n+itFwt lM
DOWNTOWN GREENWAY PHASE 4 &
wrinm lxrmissiw of Weslmn, Smsll6 Assacinn, PLLC. O L Bwmm am BB4 a�tYp1F0. NCi0N1 nFom lMi10J7a WATER CHECKED BY A&Y GREEN WAY 2 OF 1 9

CONNEINV 782
CTS TO ROOF DRAIN: SS -114/ /
E64
cc TO ROOF DRPluS N
1-111077-7
77
I 5-116
SS -112/
ANY 9.T RICE AST 1.3Ir TOA HE TO OF BANK.
ANYTIOm AT LEAST 1.8' FTIOM THE TOP OF BANK r / —
S,IEAY BANLS THAT ,UL BE DISTURBED TO NUALL
C1L%WIS SNALL NOT BE DISTURBED Umm IMMEDIATELY / —
PRIOR TO OLLVOIT NSTALLATOI/REDAR WOW
r
At w
1�•NUNMa rMOM
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
y
0 _
JOB NO. P-DBB4s-w-DBB4u-04
TEMPORARY EARTH BERM
CITY OF GREENSBORO
FENCE
SILT FENCE
Pfojecsenrcq M1yapeenlenl io wrniog sod w;W amwr+ale romPe,,,eunnwwe engil�r.
LIQ
13
BLACK M GRAVEL INLET PROTECTION
DESIGNED BY
ROC( CUTLET FOR AT FENCE
J o
ROC( DOUGHNUT MET PROTECTION
0
GRAPHIC SCALE
r
At w
1�•NUNMa rMOM
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
REVISIONS
LIMIT OF DISTURBANCE
JOB NO. P-DBB4s-w-DBB4u-04
TEMPORARY EARTH BERM
CITY OF GREENSBORO
FENCE
SILT FENCE
Pfojecsenrcq M1yapeenlenl io wrniog sod w;W amwr+ale romPe,,,eunnwwe engil�r.
WIRE M: STONE INLET PROTECTION
13
BLACK M GRAVEL INLET PROTECTION
DESIGNED BY
ROC( CUTLET FOR AT FENCE
ENGINEERING DIVISION
ROC( DOUGHNUT MET PROTECTION
0
GRAPHIC SCALE
I inch - BO tL
DETAIU37 BY
TM1eu drawings arc ingmmems of service mtlshall remain she PsoMR)'of lM1e enQiner wM1Nher lM1e pmject fm wM1icM1 thry arc
male is eneenlm or rol.Tun.re agmhe nYdMwe owoerrc.ny rcM1«Penin on mbar Pojsts or e.wni.nerow.
WESTCOTT SMALL
REVISIONS
TYPE I CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCH MARKS
JOB NO. P-DBB4s-w-DBB4u-04
CITY OF GREENSBORO
•�K••
Pfojecsenrcq M1yapeenlenl io wrniog sod w;W amwr+ale romPe,,,eunnwwe engil�r.
7
S-&
ROADWAY
DESIGNED BY
ENGINEERING DIVISION
C cmp ght2017 by N'egwR, Snu113A,—inscq PLLC, All Righ, Resmed Fna ssP i—I wdm tlr Unitd $lekx
ASSOCIATES
SEWER
DETAIU37 BY
SHEET NO.
CaPyngM1S Aq f, of lM1isdwvmml may be srynodundwdislriFuld in.ny H:mn mly..y me•u wilM1wtlM1e
WATER
CHECKED BY
DOWNTOWN GREENWAY PHASE 4 &
Rm permission of Wez1mM1 Snell i Associges, PLLC.
waBwmm,wmBBB aBauBaEo NeawE I710NBBMiN"
MY GREENWAY
3 OF 19

•
BANAL
7a0P� 74 RIM-765.64i76�y.. `Mi5}776.75-4°'°!°G% PPE I
OUT(5&�7K 0}lY VCP / OUT([}7yf.74—�46911G7( PPE
—�s9rN /--. _SSMH1
/ II I III
7OP�77755.72-u• VCP A'.
It
I / 15'
757:60_
/ 757a0-8 \
]5]
58-119 S -1I3 -./'
J lil
lll�lrlll�ll/ 9'BO550BVE
_ 1 1 11 hl l v
F N///;/,�,
4 j/ll� 1I
— — //1/z�l
Thr)
J�
J �J — r ��ISI/ �\ 5SSMH r����
SS -120\
CT _ _
cam—
/ T —
TT
M-15
o
/ \
ANT zi FE710E AD+ACFRT MA SIREALI OF 9NALL BE
// / "' PCQIIdED A7,EASf tS FROY 1,E lOP a BALK \ �
STEAM BAIINS THAT WILL BE DMIUGED ro INSTALL \
CULVERTS 91AI1 HOT BE q$NIiED UKTL IMMEDIATELY
PRIOR ro CILVERT NISTALIATION/RFPAR WOW
TMu drawings ere instmmrnlz of orrice and zM1sll remain zM1c ptopmy of IM engineer w1MM IM1e pmjttY fm wM1icM1 tM1ry
rade u eamuled m rwl. Thry K not ro h uzW M1y the owver m rat Mm Ksson w dhq pmjmts m extemimu ro Nis
Inojat encept M1> a®eemem m writiv6 and wi1M1 app»pziYe wmpmsa4on to the cogizxm.
CCwyngh1201TM1y WY ,Smell A Asmciuez, PLLC, All Rlghtn lk—m EzuTz upmnivedwMthe Unitd Sla
Copyright 4q of IY'6, no pen otzhis docvmml may h reprodwM w dislnM1mM in any fimn m M my mwm wilM1wt thr
wnrtm permisziw of Wtttcoa Small d'. Associates, PLLC.
WESTCOTT, SMALL
bC ASSOCIATES
mt�wmm,6unNe6,aeoaeaEotiNeaEw PFIONB8Mil8Jl7a
h
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
LENT OF DISTURBANCE
aae TEMPORARY EARTH BERM —v—o—
9LT FENLE �s�s�
MARE ! STONE INLET PROTECTION
a
BLOCK ! GRAVEL INLET PROTECTION
5 ROCK OUTLET FOR SILT FENCE
w�C
yiM ~he HNeNN ROCK DOUGHNUT INLET PROTECTION
rA6
O
GBAPEEC SCALZ
L 4 M
W
1 Imh - 80 R
JOB N0. P -o7646 -a sHmA-o4
CITY OF GREENSBORO
ENGINEERING DIVISION
"Kaa
DESIGNEDBY
DETAILED BY•-
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET N0.
CHECKED BY
4 of 19

EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
UMIT OF DISTURBANCE
TEMPORARY EARTH BERM
SILT FENCE
FENCE
VARE R STONE INLET PROTECTION 13
BLOCK h GRAVEL INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
ROCK DOUGHNUT INLET PROTECTION
GRAPHIC SCALE
SI 4 1� b 60
1 1-h SO R
These Aexings ereimtrvmmts ofsmice end shall remain Mc property oftfic rngima wM1nM1n tM1e pmjecl for which they ere
e..rnat�aaa.Th areaabF a o ornam>a�np� mmh��ajrn�rvn� bg�s
projctexcryt Fy agreementmwritwg end with eppruprieb comperseNonbthe mgirecs.
��
SMAL
WESTCOTT L
REVISIONS
TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE
BENCH MARKS
oe dNO. P-ow45-a-o5*"A-o4
CITY OF GREENSBORO
ENGINEERING DIVISION
^K"K"m.
ROADWAY
DESIGNED BY
& ASSOCIATES
SEWER
DETAILED BY
SHEET No.
CCopyrighe.017 Fy Wr Small S Asncinn, PLLC. All Rights ResCrved Enccpt as peimind underthe United gleba
Copyright Acl
DOWNTOWN GREENWAY PHASE 4 &
ofl9]6, no pert of this documml may Fe reprvduced or dislnFutN in any fmm or Fy en}mnre withwtlFe
tlmp.,,�is�iaaorw::l.,.asm.usAu«i.,ruc
WATER
CHECKED BY
MY GREENWAY
oF
59
133L ILmsmRy
BURN r0/f a ll NCOM RLONIXII&M . M

6NN
RIM�773.21
IN(Y� 767.79
OUT(E)�]67.57
—\
mese prewing:...mswmmt. or.el.;ce ma sn.n .em.in l�Pmry rmlti<meioees wnnn>Ihe mni«t rm wnicn lney.R �� WESTCOTT SMALL
vaAc u c.ecuted m not. T1uy ve rot to ne uxJ M the wooer m mr dhm Pm.m w weer om;=t: of entrnsims to thi.
r„mems.ix.P„n,r;xem�mtN.noolnike�eer & ASSOCIATES
`Co nght:017 by N'ealmll, Sm.11 i A.mcixe; PLLC. All Right. R—u , Exc ss l—i— m the L'nitM Swn
;oP3Tight 41 of 1916.mI—of Ibis dw'mnnl^ ne reP-1 mEil— in mytmm a by mr mwm wiMwt Ibr
m mpermissim or W.— Sm.11 C Anwim PLLC.
O L RW {11RA EYIIS ES4 a MCOIIM RpNE ✓1M.ilOJ/a
TYPE
x17531665 36P1014
7_770.
2::770.175
JOB Na
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
UNIT OF DISTURBANCE
TEMPORARY EARTH BERM
SILT FENCE
FENCE
WIRE 6 STONE INLET PROTECTION
13
�xWxy,
•`,
s
BLOCK k GRAVEL INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
40,
ROCK DOUGHNUT INLET PROTECTION
O
r�
GRAPHIC SCALE
�o q Ip >a ru
L mce - DID n
CITY OF GREENSBORO
"K..
ENGINEERING
DIVISION
SHEET N0.
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
6 OF 19

These aawN�are imnpmmts orse�sama:n.n remain lM1e property orine mAimm wmm�m the pro)«t rw wmcn mey.re �� WESTCOTT SMALL
made u execurN or am. Thry aR int m M usM Fy the owvm m my finer pmm on mhw p jm4 menmmions m tluz
p�;�,eceptl,y.�ermmt�w�,;�m,,wim,�pr�ri.lemmpm,a6aoN�em®aem. & IIISSOCIATES
C C%yr gh,.-1 by Wes¢vtl. Smell & Aswcimm, PLLC, All Riyhts Rcserved. Ex¢Ix as pwmincd under the United Steles
CopyrieM Act of 19]6, no part of IM1is dmmnm� may be reproduced m dinnhmed in my foam w nT any mmnz xitM1oul IM1e
wnnm pmniasion of Wezlmn, Small &Associates, PLLC.
ma�uAST�nT,wmMla,o�mu�wo,NeaEa naN�waEB.rm
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
UNIT OF DISTURBANCE
—
••4p•
TEMPORARY EARTH BERM —®—®—
�M
�*' •••e
SILT FENCE
MIRE & STONE INLET PROTECTION
13
BLOCK & GRAVEL INLET PROTECTION
�, (.
•9 _
`•••''•84n
ROCK OUTLET FOR SILT FENCE
n
r
.•.w=
as PA7M
ROCK DOUGHNUT INLET PROTECTION
GRAPHIC SCALE
4 T 3O
Ii -h - BOR
o
c-134 n-1 o1
1-05544A-04
CITY OF GREENSBORO
ENGINEERING
COG
••K
BY
BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET NO.
BY
7 oF 19
MH -12
INV=740.
\\A�;-,—
1
_--_ -- —_ _----
}
J
RR R
5f: 4
4
APPR
:.I 131
— PL
B(INO AON 55 1 6
133
55-145
CI -137
DI -112'
0 01-113
MH -118
SS -143
0-138
A" SLI PENCE 10JACNT TO A STREAM BANK SHALL OE
POSTIONEO AT LEAST 1.5, FROM THE TOP OF BANG
STEAM 70 NSTALL
PID13
X=1]63441.]4]
Y=849272.1
2=]4].008
BANKS THAT TNLL BE OISIURBFD
CULVERTS SMALL NOT BE CSIIIIrBEED lR1A WFCATFLY
PRIOR TO CULVERT MSTN1ATd1/HFPAIR MCK.
These aawN�are imnpmmts orse�sama:n.n remain lM1e property orine mAimm wmm�m the pro)«t rw wmcn mey.re �� WESTCOTT SMALL
made u execurN or am. Thry aR int m M usM Fy the owvm m my finer pmm on mhw p jm4 menmmions m tluz
p�;�,eceptl,y.�ermmt�w�,;�m,,wim,�pr�ri.lemmpm,a6aoN�em®aem. & IIISSOCIATES
C C%yr gh,.-1 by Wes¢vtl. Smell & Aswcimm, PLLC, All Riyhts Rcserved. Ex¢Ix as pwmincd under the United Steles
CopyrieM Act of 19]6, no part of IM1is dmmnm� may be reproduced m dinnhmed in my foam w nT any mmnz xitM1oul IM1e
wnnm pmniasion of Wezlmn, Small &Associates, PLLC.
ma�uAST�nT,wmMla,o�mu�wo,NeaEa naN�waEB.rm
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
UNIT OF DISTURBANCE
—
••4p•
TEMPORARY EARTH BERM —®—®—
�M
�*' •••e
SILT FENCE
MIRE & STONE INLET PROTECTION
13
BLOCK & GRAVEL INLET PROTECTION
�, (.
•9 _
`•••''•84n
ROCK OUTLET FOR SILT FENCE
.•.w=
as PA7M
ROCK DOUGHNUT INLET PROTECTION
GRAPHIC SCALE
4 T 3O
Ii -h - BOR
1-05544A-04
CITY OF GREENSBORO
ENGINEERING
DIVISION
••K
BY
BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET NO.
BY
7 oF 19

TM1eu drawings ert inslrvmenu of serviceend shell temein[M1e TePmtY of the mgircm wMMlM1e pmjM fm which they ere WESTCOTT SMALL
made is eacculed mnw. They are solmM1e used hY the owommevY mher Person wother PmJe`ts mextmsimu mtltis
neme,�,tFy.�eemenlmwtn�g.ndwi&�,mm;.tee�l,e„�enm�eenl;in,e.. & ASSOCIATES
C CnpyrigM 2017 M' WestnRl, Smell & Assmimee, PLLC, All RigFu RcsmM ExmPt es Pennines mMerthe UnilW Sletes
Copysigg—i of 19)6, no pn of this & A— mey M re0mdncM m d'rotriFuted in eny fmm m Fy any mwns witM1out tFe
wnrtm penniesion of weaeml. Smell s Avsmiates, PLLC. 173 i ILM STRUT. $UITC 600.OREINUIOROr NCLR01 N40NR il/3WJM
V XVA`vlezkl
Rt 71. 1-1p, ik 12" '.4
1
ANY SLT FENCE ADJACENT TO A STREAM BAN( SHALL BE
POSTION71 AT LEAST 1A' FROM THE TOP OF BANK.
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
PRIOR TO CULVERT INSTALLMM/1EPAIN WON(.
IN(N)=740.42-8'VCP
IN(NW =]40.62—e'VCP
IN( =]40.85-6'VCP
OUTS =]40.92-8'VCP
CHECKED
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
UNIT OF DISTURBANCE
TEMPORARY EARTH BERM —®—®—
SILT FENCE
ee•••�'•}
~`,,,� ,i 'MRE h STONE INLET PROTECTION
13
C
r BLOCK & ORAVEL INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
ewPr
I `,
••e•yr
ROCK DOUGHNUT INLET PROTECTION
a rl
a P-WIIW
GRAPHIC SCALE
w is so
1 70th = 90 R
CITY OF GREENSBORO
"Kee
ENGINEERING DIVISION
SHEET No.
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
8 OF 19

/0
\
X=1762196.2;;;,1
Y=850037.7 PID,1
Z�759.263
V -754.26
8'
INV -
CII -15
IW -7
/55-155
r
CI -150
—WH -125 SS -151
]62.5}
� 752.29_24"RCP
0UT(S=OUT(SE)=7}g.35_24'RCP
ANY OLT FENCE ApACFRT TO A SHREAg N( BASHALL BE
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANG
STREAM BANKS THAT RLL BE mSRRBED TO INSTALL
CULVERTS SHALL NOT HE DISTURBED UNTIL IMMEDIATELY
PRIOR TO CULVERT INSTALLATION/TEPAR EOFUK.
rhele Jnwmgs are is:,mmmn orsen;,e me span„mm�,n, propenr or,hem¢.neR wn,u..lhe Pm)ect rw wni,n lney are
EROSION CONTROL LEGEND
REVISIONS
CONSTRUCTION ENTRANCE
JOB No. P-ose�os —04
"Illrye
UNIT OF DISTURBANCE
"K"
�ra,u,
TEMPORARY EARTH BERN —m—m—
,r` 4
oESIC�TED Br
DETAILED BY
ENGINEERING DIVISION
SILT FENCE
A^ Cnpyrigh,2017 by W,s,m,L W.11 A Aa ie„s, PLLC, All Righ„ Reserves. Fx Has pmn Wmd,r ,Uniw 504s
_
"RE & STONE INLET PROTECTION13
SEWER
= r
BLOCK & GRAVEL INLET PROTECTION
DOWNTOWN GREENWAY PHASE 4 &
ry
MIIII
ROCK OUTLET FOR SILT FENCE
11„NI
WATER
CHECKED BY
rHKA
ROCK DOUGHNUT INLET PROTECTION
9 19
GRAPMC SCATS
1 1-h - eo tL
rhele Jnwmgs are is:,mmmn orsen;,e me span„mm�,n, propenr or,hem¢.neR wn,u..lhe Pm)ect rw wni,n lney are
WESTCOTT SMALL
REVISIONS
TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCH MARKS
JOB No. P-ose�os —04
CITY OF GREENSBORO
"K"
projm en.',p, Fy egameotm»ming and wiW appmpnYc crompenvriOnro We rngin-r.
i
ASSOCIATES
ROADWAY
oESIC�TED Br
DETAILED BY
ENGINEERING DIVISION
SHEET N0.
A^ Cnpyrigh,2017 by W,s,m,L W.11 A Aa ie„s, PLLC, All Righ„ Reserves. Fx Has pmn Wmd,r ,Uniw 504s
SEWER
DOWNTOWN GREENWAY PHASE 4 &
coprHgn, Aa er ro74,,,0p.n erinis ao,�m,mmeyte.emea,,,,e,.ei:mbm,e;n.�y u�m�o, ly.�y m,..n,hou, lne
Rm permission of WesroOq Smell6 Assrcialea, PLLC.
WATER
CHECKED BY
A&Y GREENWAY
9 19
Ta E. ELMmm,wmEEB,aEwnoEo,KeaaT PHOKEBBBaEOane

RETAIN COG DI
I v 1 Ol .\\\. \q\\ TO ADE
DRAIN
PROP
42' RNOo,iN5' 33` 44,1' W
CP -III
SPECIAL LATERAL 2' BASE DITCH (PROPOSED COG CI
SEE DETAIL 3 ACCOMMOD
SHEET T5 ATE OPIPE)�
- / n
o- N \\\\�\\\\\ \\\\\ \\\ J I
\ \VA \ \\ \\ \V A / � � / 86'
/ I \\�\\ \\\ \ SPECIAL ATERAL Y DITC
SEEEEDE L I _441
\1 \�
DI -10 / \
` RETAIN EXISTEM
T
-/ 36'RCF
°
36- PI
X&D N
46= S\\
> \`
FES D
PROPOSE COG
MH (STD. 401)
\
EROSION CONTROL LEGEND
TOP -003.47
48' RCY IV
OWN DI -105
GRATE=833.95 TOP=]98,84
o0 o Do
-
TEMPORARY EARTH BERM -®-®-
90
IN(SW) 8 2.12 -36 -RCP INS)7N.61-36'RCP IN(NWp830.e]-15RCP
OUIRSEpe31.60'15'RCP IN(E)=793.0&1SVCP
IN(Sp782.6&15RCP
04 0
W�'.j MIRE & STONE INLET PROTECTION
GROUND COORDINATES
WT(Sp798.S6.18' RCP
\
OVT(WpT92.8&1S VCP
RASED ON HAD 83(201 1) /
N= 844,454.]079 R
z BLOCK & GRAVEL INLET PROTECTION
E=1,T64,5092D99445R."
OUTMp798.49,WRCP
ROCK DOUGHNUT INLET PROTECTION
I
EL=81D.(NAVDIN11) �B\W/ MH OPE
NCDOT STDC840'.2
\
D COG Ol
S�Pi1Cil
SEE D
MH -101 MH -102
\
. 435°0YER. ED
SHE"
GRAPHIC SCAM
30 0 15 3060
\'
Co MOD60" p)
11114 5W RIM=798.61
RW=791.61 RIM=]9].17
RIMb7%46 RIM=602.)3
1-05544A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
IN(SE)=79378ANCP IN(NN)-Ml.5&18RCP
IN(E)--M.81A2TtCP IN(SE)=7922&24'RCP
IN(NW)=791.6&18'RCP IN(E)=]96.5&WRCP
BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET No.
OUT^=793.7&BNCP IN(NE)=79227.15NCP
IN(SEp792.97-2PRCP INCE)=]68.1]-]2'RCP
e inslrommh of serrir4 end shall remain rhe Properly of the mgitver1-mM1 j-.. Tor I. 1M1eyi
0 ol. They are rotlo he ued Fy the owner or a4y other person on otM projs4 mentrnsimu to Dds
egreeawnl w wrnivg evd wiW appropriate cmnpmsarion to the rngiluxr.
1by
flhisd ummllma SLC. All Righu Rcse xcc
E1.ss iUM order the Unit Ste
perto - y reprodocsd or dist NIM many Rmn Or by anymmne withwl the
n of We -m Smarr 6 Aasaci _ PLLC.
r
\ iii 1
/(�(/\\ 1
M 107
MH -101
Al DI -1W /
//(�V\ GiKTE=833.95
OUT(SEp631.60-15'RCP
RCP IVQ
8,g 0
, POSED COG CI
V£�.RS ZED ATO /
66"
SWH
A-792,10
IN(NE)=76fi.1416TiDPE
OLT(N76782.49 R
OIIT(Np782.484CRCP
FILL AND
48" RCP
lex
MH -112 \
/ / r
CI MH -109
\ 1 0 SS -10
\ \
TO
COpoc�a 4� 166 ED
R
RCP -Ib NCDOT SM:04ER - M
'- -____- ♦ _' ---�w�._� ARE ,AtN �:7fIST ,,,.. � ��c�
/
/ T
_REMOVE AND EP CE
ii EXIST MM W MH COVER \
-NCDOT 5 840.32)
_
] �aa a�D
REMO AND S .435
\ REP ACE EXIST PIPE
@t 48" RCP -IV ACCOMM
REM O AND REP E 66' RLP)
,fy EXIST (STD..401 SPECIAL LATERAL 'Y DITCH
OVERSIZ TO SEE DETAIL f
ACCOMMOD 48" RCP) SHEET T6
RETAIN EXISTING CI
PROP D COG 18" RCP -IV
u (STD. N0. 402)
15' RCP- POSITIONED
0411�ITm AT IFAD 1 NTF10 ST TO OP BANK.ANK 94ALL BE
PROPOSED STREAM BANKS THAT MLL BE INSTURS)ED TO INSTALL
CI (STD. NO. 2) CULVERTS SHALL NOT BE DISTURBED UN III. WMEDIATELY
PRIOR TO CULVERT WSfALLAnON/IIEPAIR IIDTK.
T
NOPE).05.
(NE))0.._,s,R P
OUT(3).04.9&1SRCP
/
EROSION CONTROL LEGEND
TOP -003.47
DI -101 DI -102 DI -103
GRATE=608.26 GRATE.13223 GRATE=83721
OWN DI -105
GRATE=833.95 TOP=]98,84
OI -106
GRATE=]85.54
-
TEMPORARY EARTH BERM -®-®-
IN(NE)=798.SS18-RCP
IN(SW) 8 2.12 -36 -RCP INS)7N.61-36'RCP IN(NWp830.e]-15RCP
OUIRSEpe31.60'15'RCP IN(E)=793.0&1SVCP
IN(Sp782.6&15RCP
W�'.j MIRE & STONE INLET PROTECTION
®
WT(Sp798.S6.18' RCP
OUT(N)=]96.3536RCP IN(SW)=798.9-RCP OUT(SE}-830.83-15RCP
OVT(WpT92.8&1S VCP
OUT(Np782.6615'RCP
z BLOCK & GRAVEL INLET PROTECTION
••f•`° !M I ! ROCK OUTLET FOR SILT FENCE
OUTMp798.49,WRCP
ROCK DOUGHNUT INLET PROTECTION
runrl
MH -101 MH -102
MH -103 MK1W
MHA MH -106
GRAPHIC SCAM
30 0 15 3060
11114 5W RIM=798.61
RW=791.61 RIM=]9].17
RIMb7%46 RIM=602.)3
1-05544A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
IN(SE)=79378ANCP IN(NN)-Ml.5&18RCP
IN(E)--M.81A2TtCP IN(SE)=7922&24'RCP
IN(NW)=791.6&18'RCP IN(E)=]96.5&WRCP
BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET No.
OUT^=793.7&BNCP IN(NE)=79227.15NCP
IN(SEp792.97-2PRCP INCE)=]68.1]-]2'RCP
DUT(SE)-791.4&18'RDP IN(N,t798.-MCP
IN(EI"T92A1-36'RCP
IN(SE)-M.B 1SVCP
OUT(W)-78821"48RCP IN(N )=191.]418RCP
OUT(W)-787. AVRCP
OUT(W)-7 653.36RCP
•
OUTfWPM.37A2'RCP
MHADT
14-
MH -109 MI1-110
MH -111
MH -112 CI -101 CI -102 CI -103
CI -104 cl-105
CI -153 64151
Rlht--802.63
IN(NpT98.44-18'RCP
RIM=]86.79
RIM=785.91 RIM=786.52
RIM=787.38
RIM=]88.14 TOP=797.64 TOP -7%.37 TOP=796.76
TOP=788.19 TOP"788.14
TOP=T9924 TOP=]6526
IN(Ep796.6b15'
IN(5)=78029-08'RCP
IN(S)=779.53-06'RCP IN(SWp7]9.41-15RCP
IN(S)11.0&15RCP
IN(SWp]8231-15RCP IN(N )-M.W-W RV IN(Np794.84-15'RCP OUT(SE)-7g2.3
8'RCP IN(Np782.4&18RDPE OUT(S)-M2.6S1lWHDPE
OU1T")-794.e&1SRCP OUT(NEp]BI.OS15'RCP
RCP
OUT(S)=798.31-18'RCP
IN(E)=]81.52-15RCP
OUT(Np180.28J'RCP
IN(Ep]81.6424'RCP IN(S)=]76.1248RCP
OUT(N)=M.53<6'RCP OUT(I W) T .624CRCP
IN(SWp78I21-15RCP
OUT(NE}-]60.3&15RCP
OUT(Np]82.31-1SRCP OUT(S)) 72 lr RCP OUT(SEp794.70-1SRCP
IN(Ep783.7&15RCP
OUT(W)-T82.31-Y1'RCP
JJ WESTCOTT, SMALL
& ASSOCIATES -
wLmuAA w,sun1t6 ommu0m01NCt7Nw mimic um
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
OMIT OF DISTURBANCE
-
TEMPORARY EARTH BERM -®-®-
1G SILT FENCE
4
W�'.j MIRE & STONE INLET PROTECTION
13
z BLOCK & GRAVEL INLET PROTECTION
••f•`° !M I ! ROCK OUTLET FOR SILT FENCE
40
ROCK DOUGHNUT INLET PROTECTION
runrl
p-om ROCK CHECK DAM
GRAPHIC SCAM
30 0 15 3060
I i -h - 30 8,
1-05544A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
••K••
BY
BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET No.
BY
10 OF 19

ANT AT FENCE ADJACW TO A STEMS BANK SHALL BE
POSITIONS) AT LEAST 1.7' FROM THE TCP OF BANK.
STREAM BANKS THAT ALL BE DISTURBED TO INSTAL.
OILTERTS WALL NOT BE DISTURBED UNTIL MMEIIIAMY
%MOR TO QILTERT INSTALLATION/HEPAR WOW.
Tlwse dnwi.gs ara insnpmm,..f,n.;u..a.n.n,•m,.m. p.opR,y.f,lkmgi .wl.wn„�n.pm;.w rw..ni•n,nry.m
m.d . a l�w�. tinw•Ion any ��.ww.�rwmnno �pw wp�;�Nwe.ImsiwsN
EROSION CONTROL LEGEND
REVISIONS
CONSTRUCTION ENTRANCE
JOB NO. P—Oxw-rw —04
UNIT OF DISTURBANCE
••�(••
Fiat euYpt nrag�mawm.dtmgaad Wien aw�ap.iate.a��setmamme ensue.
TEMPORARY EARTH BERM -®-FD-
ROADWAY
SILT FENCE
$13
q%
NYRE R $TONE INLET PROTECTION
BLOCK & GRAVEL INLET PROTECTION
IIIIIIIIIIS
SHEET N0.
CCopyrigM.`OlTny westwtC Smalli Al—i­PLLC, All Rights It—Except aspmnind uMcr,hc United Stet..
r
ROCK OUTLET FOR SLT FENCE
,
ROCK DOUGHNUT INLET PROTECTION
DOWNTOWN GREENWAY PHASE 4 &
4t��•"
• PCfw
ROCK CHECK DAM
1101111
CRAPfIIC SCAIB
CHECKED BY
p >o
sd
1 maL-80 R.
Tlwse dnwi.gs ara insnpmm,..f,n.;u..a.n.n,•m,.m. p.opR,y.f,lkmgi .wl.wn„�n.pm;.w rw..ni•n,nry.m
m.d . a l�w�. tinw•Ion any ��.ww.�rwmnno �pw wp�;�Nwe.ImsiwsN
WESTCOTT SMALL
REVISIONS
TYPE I CONTRACT CONTRACTOR I AS—BUILT I AUTH. DATE BENCH MARKS
JOB NO. P—Oxw-rw —04
CITY OF GREENSBORO
••�(••
Fiat euYpt nrag�mawm.dtmgaad Wien aw�ap.iate.a��setmamme ensue.
7
�� AssoelnTEs"'E+
ROADWAY
DESIGNED BY
ENGINEERING DIVISION
SHEET N0.
CCopyrigM.`OlTny westwtC Smalli Al—i­PLLC, All Rights It—Except aspmnind uMcr,hc United Stet..
r
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
CopyngM Act of 1916, no peh of IM1ie document may M1e cepmtlucM w diatnhatN in any fwm w by any means wi,M1aw,M1e
,m, pmnieaim. orwenctw, sm.n A Aaseciuea. PELe.
WATER
CHECKED BY
A&Y
11 OF 19
vasiuAtmm,SUITE wauucouron0.Nenlwl I�Holvew.aoa>m
GREENWAY

—_• _� �"n'�,- ��/� �� �� '�--,-- ter/ �.
EST 12�] yj70.0
768,0
BOTTOM ELEV -
SEE OETAtI 75 SHEEEE
T T7
i
RETAIN EXtS4
/ SYSTEM �\
�7
1
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
REVISIONS TYPE I CONTRACT ICONTRACTORI AS—BUILT I AUTH. DATE I BENCH MARKS
LIMIT OF DISTURBANCE
TEMPORARY EARTH BERM -®-®-
"K”
SILT FENCE
��
VARE h STONE INLET PROTECTION
oEs�cNEo BY
BLOCK A GRAVEL INLET PROTECTION
ENGINEERING DIVISION
ROCK OUTLET FOR SILT FENCE
ROC( DOUGHNUT INLET PROTECTION
SEWER
ROCK CHECK DAM
GRAPHIC SCALE
w�i�w
so
11-h - BD tL
n amwmg.m;n„mmmt,or,ry r.na,M1.R m,i ,MR nr,kmg KwM1rR,�P;F,rR mn,n na
m.�ve�n�dn,�. b ar.�en U�M1 ,M1 PwnQm.nyaM1nnnaM1.Pm;�nmr.�;� m
WESTCOTT SMALL
REVISIONS TYPE I CONTRACT ICONTRACTORI AS—BUILT I AUTH. DATE I BENCH MARKS
JOB No. P -1=45s 04—oxua A—
CITY OF GREENSBORO
"K”
��
ROADWAY
oEs�cNEo BY
ENGINEERING DIVISION
Q p
ASSOCIATES
SEWER
DETAILED BY
SHEET NO.
C CopyngM :01]M Wre,con, 5me113 Assmiwec, PLLC, All Righs RrsrnW. Fxwp es Prm,inW imdnthr Uni,W Sw,rs
CopyrigM1, AG of 19'1fi, nornpan of,M1iadwumw, mghrepmduce0 or dis,r;h— in any fmm or by eny m"v wi,nou„ne
GREENWAY HASE 4 &
DOWNTOWN&Y
Am pmniesion of Ww4 S-1 d A,socinr,, PL LC.
WATER
CHECKED BY
GR E
NWAY
,12 oF 19
125 L n!A �i111117, SUITE W 0. 6611111104111110r^611111104111110r^ NCZXN n PHCNI SUMC./777

7:
D
z
15' RCP -IV
CIAL BERM
15' CMP w/ ELBOWS
GRADE TO DRAIN
CONTRACTOR TO REPAIR AND STAB
SLOPE FAILURE AREA BELOW BUILDI
ROD' DRAINS AND UTILIZE FLEXIBLE
CORRUGATED 8" PIPE TO EXTEND R
DRAINS INTO PROPOSED DITCH ALO
R@UiLONG FAO;ADE TO DRAIN
PEAL LATERAL
DINH 15" RPE' -IV
DNS L t
PROPOSED C
DI (STD. N0.
f ROOF DR)
I r OUTLET
4EE NOT
C 1 T
11 w-,-oE
SS -119
D
J
/J
O
/ -764.6
1..11--1%..2-12'
IN VCP
11�72]-40' BtlCK 1 '
\
a-
!
OUT( NE) -757.22-{B'
.T`
3 PR0
CTIOJ#<-�
SONS
ASS 'B' RI"AP-
/TE
STUN
RN=785.64
IlI , l
70P=78�j74
MLP
ry
H
IN(5}]58.]5-48'BRICK PIPE
/ WT(E)•75j.94-/6'BRICK PIPE
/_ SSAH,
/o \
I
\
SS -119
• Z�g
Ni)
.. --- .
gra
m CHANNEL IMPROVEMENT
CLASS It RIP RAP
EST 55 TONS
EST 40 SY GFD
SEE DETAIL 10
These drawings ere insWmmts of aemuend shell rtmein[M1e property of lM mginem wM1nM1ertM pmjectfm wM1ichH yore WESTCOTT SMALL
made uexecu by mml. It nwetins to I esd Fy rhe ownmmanY Mmpvsonw INherprojects mestrnsioos Mthis
Pojxy except FyegresmcotmwririoB evd wiW eppm,nie,e rompenserioo to the engMrer. (per (� (l T7sT�j (�
OCnpyri&2017M1y W'ea4o W0I&Asmeiwey PLLC, All Righ,,R,,—I. Except us PermirtW tmdcr Ne Unitd Smux M As SOCIAT S —
CopyrigMAct of 1976, no pan ofthis docummt mey fie repmdvced m distrihmW in airy form m Fy my mems witM1am she
wnnm permission nfweslcoq 6mallNassmiasn,PLLC. 177E.ELM WYNEETIs SUITE 6016 GREENUOIM HC 77401 PHONIS"CA777
ISIY.
J
/J
O
/ -764.6
1..11--1%..2-12'
IN VCP
11�72]-40' BtlCK 1 '
\
a-
!
OUT( NE) -757.22-{B'
.T`
3 PR0
CTIOJ#<-�
SONS
ASS 'B' RI"AP-
/TE
P RO N
/
757.
• Z�g
Ni)
.. --- .
gra
m CHANNEL IMPROVEMENT
CLASS It RIP RAP
EST 55 TONS
EST 40 SY GFD
SEE DETAIL 10
These drawings ere insWmmts of aemuend shell rtmein[M1e property of lM mginem wM1nM1ertM pmjectfm wM1ichH yore WESTCOTT SMALL
made uexecu by mml. It nwetins to I esd Fy rhe ownmmanY Mmpvsonw INherprojects mestrnsioos Mthis
Pojxy except FyegresmcotmwririoB evd wiW eppm,nie,e rompenserioo to the engMrer. (per (� (l T7sT�j (�
OCnpyri&2017M1y W'ea4o W0I&Asmeiwey PLLC, All Righ,,R,,—I. Except us PermirtW tmdcr Ne Unitd Smux M As SOCIAT S —
CopyrigMAct of 1976, no pan ofthis docummt mey fie repmdvced m distrihmW in airy form m Fy my mems witM1am she
wnnm permission nfweslcoq 6mallNassmiasn,PLLC. 177E.ELM WYNEETIs SUITE 6016 GREENUOIM HC 77401 PHONIS"CA777
ISIY.
\ HE
1Z Z/ \
/J
O
/ -764.6
1..11--1%..2-12'
IN VCP
11�72]-40' BtlCK 1 '
\
!
OUT( NE) -757.22-{B'
/
/
757.
II'•
15.
123
t
/�
J
. 1a -
V ..._.
I
// �
t ..........
1 .-•
OS
L 7 {
MPEL
V
\\
I
m
\\
—
BOX T
IN V=]55.09
08
.CUL
/gam`` (
l�_j
s�
12 y���A ®t
R£rAtN
s
)V
YY
/
ri ,. f -
tµ
13
s
s
0
,MH -115
`:,....--RETAI EXiS'
i I SYSTEM
\ e
TOE60 ..��P??D'I�CT10N
_ S�C1Y�L LATE?tAL Y D
SE£' pp£TA'1` 1 \
III
\) e
CO -439�SY'SG CLASS B' RI�RAP- �
BZ 2
-�1EET36 \ \ \
\
GRA D¢ `!
ANY BLT "NC6 AOdACENT TO A sn"AM BANK SHALL BE
II
TI IN 5 NO 401) SEE DETAIL 2 SHEET T8
T1 INTO EXIST 78 VCP
— — \
\DR
Posimm AT LEAST ,.s' mw THE TOP OF BANK.
N 11 •
PROPOSED CDG
\
\ \
STREAM BANKS THAT TILL BE DISTURBED TO INSTALL
CULVERTS SHALL NOT BE DISTURBED UNTIL MIFDIATELY
O (STD. NO. 435)
\ \
MOR TO CULVERT INSTALLATION/TEPAIR WORK.
'
PROPOSED OPEN END
\
18" RCP -IV TEINTO CULVERT
\
INV OUT - 759.25'
EROSION CONTROL LEGEND
CDNsmucllON ENTRANCE
UMIT OF DISTURBANCE
TEMPORARY EARTH BERM —®—®—
MH-, 15 DI -110
SILT FENCE
s` WIRE & STONE INLET PROTECTIONRIMs13
N(SE)=7.91 GRATEIM70.4
IN(BE)=760.DS1gNCP OI/TryY}785.13-18'VCP
OUTI6W�763.91-teYCP
4�.., •eeeeei
^~(Y BLOCK & GRAVEL INLET PROTECMON
.ice
�-yy
!' ROCK OUTLET POR OLT FENCE
ROCK DOUGHNUT INLET PROTECTION
Roac CHECK DAM
GRAPHIC SCALE
I inch = 30 rL
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
,IDB NO. P-BBB45-04-OW44A-D4
CITY OF GREENSBORO
ENGINEERING DIVISION
••K••
ROADWAY DESIGNED BY
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET No.
WATER CHECKED BY
1
3 OF 19

\ \R
REM EPLAC
EXI T CI
CI TD. IN � 402)
1 RCP -IVB
PRbPo COG
IZ.
ad
h — POT Sta. 44+68.29 =
POT Sta. 11+73.2
N 39' 51.4" E PRoxnfIXTEOEP LEXIS X CULVERT e2 ? CHANNEL IMPROVEMENT
RE VE AND REP B NO .uNcnoN S 11 RIP RAP
CI A, CO EST 5 ONS TOE FRgTECT10N
CI S N 2) V- �' BOx C.L T 35 S 4q TONS CLASS '8' RIP RAP
hop /� INV=750. I DEisIL 12 120 Sy PSRM
ti
' '"" ->.�• SEE DETAIL 2
SHEET To
SPECIAL LATERAL 'V' DITC
/ NNEL IMPROVEMENTS y`EE
ETA7 Ta �._ _ _ \\ W RtP�2AR. —T W1ti
XlST/ / r4 RETAIN ` - z. \ �� \ \Si ST -55 _ _— —E\
S TIE PROP \ — — —
TIE EAS WfiAH COVER S�E
75' STS7�M CAIN
+00 coNTRAcr o FIELD \\ , _ \\EEDTis Lo— — — — _-
124 121 \ V. ,— T�..O
� o u
WESTCOTT SMALL
,
CCrypiyht 181]Mw45mJId Assaciwes,PLLC, All RiyFN Rrsmed. Fxce14"Pe:mitld under the Unit iStetec SL ASSOCIATES
CnP3Tie&2of1974oP w"Pftld:aofumenl m.y LLC, nduuedm1111 vtN i�.�y fom�mly.nr m..n. wmwltlrc
wntlm Immisxion of westcoq Small &Associate. PLLC.
9! L RM !meet, tUlrz we, oeeENssorto, Nt nrol IK4oNe uuToa7n
L CHANCE FI.00p B -
ROCK DAM' 2 . — - ... _ _ ` ........
- --
\ �.
II ` P »
2 � 1
j BZ 2 RZ 2 REPAIR EXISTING
RZ ? ` STONE RETAINING
/ WALL O PIPE EXIT
ADE r0 DRAIN AROUND (INCIDENTAL)
OPOSD YANG WALL
RIP AP OURET
NOT RNEEDED DUE
STREAM BED
ANY SILT FENCE All T TO A STREAM BANK SHALL BE
POSITIONED AT LEAST 1.5' FROM THE TOP OF BARK.
STREAM 8ALR16 )IAT BILL BE DIMMED TO INSTALL
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
PRIOR TO CULVERT MO61L
MN.116
RIM -7W2, CI -12D CI -121
IN(NEJ=15>.91-1BTRCP TDP=76047 TOP=760.04 CI -,22 CI -123
INfE6EP753.4748k48-BOX CULVERT TOP=780.64 TOP_7%M DI -111
OUT(NE)=754.82-1SVCP IWTW53t60.15VCP IN(6)=759.00.tSRCP INIS}-755.3315TRCP OUTfM=752.81.15'PDPE
OUT(WNW)z751.1234TRCP WTfN}-T58.30.15RCP OUT(NW -755.2315-RCP
WATER CHECKED
w
N
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
?
PROPOSED COG ja\
X12+00 A`/MH (SM. NO 401) \
` \ ✓ \L �e
2
\ 1 r ^ LCOG
W
_
r'\,
£DW.
DIDI ( 435
18' RCP -IV )—"
— —
GRAVEL INLET PROTECTION
-EXIST-C�i'WD-RpEPLACE
WiILT7
ROCK DOUGHNUT INLET PROTECTION
�. IS' RCP -IV
° P 0 SE COC
3 O�c1 (STD. �0. 402)
GRAPHIC SCALE
w1 31so
1 Inch - 80 K
11
® I
PID16
"K"
ENGINEERING
DIVISION
X1763806.290
Y=847546.311
2=772.176
WESTCOTT SMALL
,
CCrypiyht 181]Mw45mJId Assaciwes,PLLC, All RiyFN Rrsmed. Fxce14"Pe:mitld under the Unit iStetec SL ASSOCIATES
CnP3Tie&2of1974oP w"Pftld:aofumenl m.y LLC, nduuedm1111 vtN i�.�y fom�mly.nr m..n. wmwltlrc
wntlm Immisxion of westcoq Small &Associate. PLLC.
9! L RM !meet, tUlrz we, oeeENssorto, Nt nrol IK4oNe uuToa7n
L CHANCE FI.00p B -
ROCK DAM' 2 . — - ... _ _ ` ........
- --
\ �.
II ` P »
2 � 1
j BZ 2 RZ 2 REPAIR EXISTING
RZ ? ` STONE RETAINING
/ WALL O PIPE EXIT
ADE r0 DRAIN AROUND (INCIDENTAL)
OPOSD YANG WALL
RIP AP OURET
NOT RNEEDED DUE
STREAM BED
ANY SILT FENCE All T TO A STREAM BANK SHALL BE
POSITIONED AT LEAST 1.5' FROM THE TOP OF BARK.
STREAM 8ALR16 )IAT BILL BE DIMMED TO INSTALL
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
PRIOR TO CULVERT MO61L
MN.116
RIM -7W2, CI -12D CI -121
IN(NEJ=15>.91-1BTRCP TDP=76047 TOP=760.04 CI -,22 CI -123
INfE6EP753.4748k48-BOX CULVERT TOP=780.64 TOP_7%M DI -111
OUT(NE)=754.82-1SVCP IWTW53t60.15VCP IN(6)=759.00.tSRCP INIS}-755.3315TRCP OUTfM=752.81.15'PDPE
OUT(WNW)z751.1234TRCP WTfN}-T58.30.15RCP OUT(NW -755.2315-RCP
WATER CHECKED
w
N
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
LIMIT OF DISTURBANCE
'...
W
TEMPORARY EARTH BERM
SILT FENCE �s�a
%RE R STONE INLET PROTECTION
13
GRAVEL INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
WiILT7
ROCK DOUGHNUT INLET PROTECTION
ROCK CHECK DAM
GRAPHIC SCALE
w1 31so
1 Inch - 80 K
CITY OF GREENSBORO
"K"
ENGINEERING
DIVISION
SHEET N0.
DOWNTOWN GREENWAY PHASE 4 do
14 of 19
A&Y GREENWAY

ysB4B667.513BP1014
,-770.475
Ifine am.mg:.a iaeumml. of,mr;e..,a en.n re,n.m me p,openy.rm. meineer aneinK me pmiml fm..nicn mey.re I1 REVISIONSTYPE
7
real ��mR�. ti.��ren.�n>�o,�.rmm>�nmP�«�a�pmiarem��l�re �� WESTCOTT SMALL ROADWAY
CCayng-171, We MS-11&Asmciul PLLC. All Righss R-. Ex¢psaprnnind order the L'nisd Ssues & ASSOCIATES I SEWER
CopyngM1s Acs of 1976, nn pen of Inis dommms mey M reproduced mdishiM1mwi in eery form m Fy eny mans xilM1oul IM1eI WATM
In LRAI STREET, SUIT116016 GSEENS11011% NC V401 FHONESS CTM
GREENSB
,ING DIW
BY DOWNTOWN GREENWAY PHASE 4 &
BY A&Y GREENWAY
"K"
15 OF 19
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
LIMIT OF DISTURBANCE
—
� '•.,,
TEMPORARY EARTH BERM —®—®—
SILT FENCE
s�
N1RE & STONE INLET PROTECTION
13
I!
BLOCK & GRAVEL INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
►HM!•
ROCK DOUGHNUT INLET PROTECTION
ROCK CHECK DAM
GRAPHIC SCALE
�o p w
rn
I hoh80 R
GREENSB
,ING DIW
BY DOWNTOWN GREENWAY PHASE 4 &
BY A&Y GREENWAY
"K"
15 OF 19

eorsn.;re.na.n.n remmn tFe prwmy Orme mgimer wl,etnd the Dmi�ro..fikn tney.R
W or vd�They ere rrotmhusW Fy the owvermmy orha Person on dhnp Jrnla mexmnsiaysmlhia
M a�eevrnt m writing evd with aPFmpriete mmpniuM1oo to the rngincec.
D17Fy WcemroK,Smn11&Assrcimee,PLLC,AIIRighl,RexmN. Except as permittwlnmrTmc llnitM Stens
or 1976, eo pert of tfii, document may M reptodn l m distriFuted in eery form m by airy mems witnour tFe
cion M WestWM Smell & Ascacietes, PLLC.
UQWESTCOTT, SMALL REVISIoNS ROAow Y CONTRACT
& ASSOCIATES SEWER
100$.LLMSMW,SUMBOB,GN91 &aOMHC07401 MHONEUMd10.9M
ANY SRT FENCE AOJACENT TO A STREAM BANK SHALL BE
POSITIONEDAT LEAST 1.Y FROM THE TOP OF BANK
STEAM BANKS NAT ML- BE DISTURBED TO INSTALL
CLL'UM SHALL NOT BE OtMRS" UNTIL Mr—
PRIOR TO CLW31T INSTALLAnON/REPAET Naas
GRAPHIC SCALE
x a is w
1 i -h 30 R
Joe NO. P-O5eA5-a CITY OF GREENSBORO ••K••
DESIGNED BY ENGINEERING DIVISION
DETAILED BY SHEET NO.
CHECKED BY DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY 16 or 19
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
LIMIT OF DISTURBANCE
—
TEMPORARY EARTH BERM —u—®—
SILT FENCE
,,,•p4aw'
WIRE & STONE INLET PROTECTION
13
BLOCK & GRAVEL. INLET PROTECTION
1,
ROCK OUTLET FOR SILT FENCE
,'•��
ROCK DOUGHNUT INLET PROTECTION
& •p•`,`,`,,
n ,u •••P-om
ROCK CHECK DAM
GRAPHIC SCALE
x a is w
1 i -h 30 R
Joe NO. P-O5eA5-a CITY OF GREENSBORO ••K••
DESIGNED BY ENGINEERING DIVISION
DETAILED BY SHEET NO.
CHECKED BY DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY 16 or 19

PR POSED COG
PROPOSED COG
/ O
CI (STD. NO. 402)
REMOVE AND REPLA $
EXIST COG q
(STD, NO. 402) 4f SPECIAL LATERAL 'Y RITC
18" RCP -IV
SEE DETAIL 1
7$' RCP -!Y
x_00 / T0. � / � SHEET T6
, 1p,
RETAIN EXIST
COG q 8' RC9 ,
/0� / PRbROSED COG
�- 5s- q (STD. N0. 402)
-(9 RETAIN EXIST COG DI 15" ROPED
RETAIN EXIST 18' RCP 21' 08' 26.2" W zl PROPOSED
NO, O 35)
TIE PROPOSED COG A
CI (STD. N0. 4C2 INTO �//
SPECIAL LATERAL 'V' DITC 1g - �� EXISTING 18' PIP / /�Talq a 24.Of AD ST WAR VALVE
'7--._� Y
SEE DETAIL i J �`� ----RETgrH 24" / /C PROPOSED�OG
SHEET Te a _ - - _ _ ..._- - ` pT / \ I D( (STD. No. 4�5)
ss-tao � - - \ RETAI EXIST -
78' RC /
a a
c
a / }
�-
_ COG q a
8' RCP -IV
- - - - - - - - _- - o PROPOSE 1 RI APJ O
CI (STD.
1
S
PROP M
-tz rn
m •.` \ �� - l� I � ; C2 COG CI � Afp� fa" kCP -+
4D2) MH -124 Oo
=EIA! `LA KP} \
REM(�1t�-A REP LAC S t IL t
-_----COG" CI (SID. NO. 402) SHEET i
NDON
• ADJUST EXIST RCP -IV
l 18" RCP -IV PROPOSED COG -G3- Sta.
7-• �. �""�� _ \ �1I I \ CI (STD. NO. 11E INTO
- -Y11- Sta. 12 ��e o RA EXIST
ED CO
'PR COG MHm N 21 08 '16.2" W VG �f
o*Y-849 2\
A a I -G3- POT Sta. 74+48.50 = Y=849892.656 ANY SILT PENCE ADJACENT To A sT TEAM BAV( SNAI. BE
s' RCP-Iv
ss I -Y9- POC Sta. 11+99.16 Z=745.049 POSITIONED AT VAST 1.5' rnaM TIE TOP of BAN(.
'=G 1- t, \ STREAM BANKS THAT 1'AIL W OIS7U TO NSTAL
\ SSIAH CULVERTS SHALL NOT BE DISTU BEI UNIT OIZAlELY
t`�"L II \ •\ RIM=]45.55 PRIOR TO CULVERT INSTAI.AMON/TPPAR WORK.
\ IN(N =]40.42-B-VCP
it.. IN(N ]40.62-8"VCP
\ r IN(W =]40.85 -6 -VCP
0UT(S =740.42 -8 -VCP
\\ \ Rld M-23 MH -124 EROSION CONTROL LEGEND
`t RIM='/4566 ftIM=]45.26 RIM=745.38
FILLED WITH SEND FILLED WITH CONCRETE IN( NWPT32.5BE0'RCP
IN(5)=T38.88-24'RCP CONSTRUCTOR ENTRANCE
•'\j i OURE)=732.5680'RCP LIMIT OF DISTURBANCE
t
I
1 TEMPORARY EARTH BEIM -®-®-
3� CH1 CPT. ' IdM41 CI -162 CI -143 CF141 GI -195 CEI YF102 3
i1 =r. TOP- .35 TOP -2 T(3e=]45.36 TOP=T44.16 TOP=]44.43 TOP=T44A0 TOP=743.81 TOP=744.90 IN(N 4.54.............SILT FENCE
OUT(5 )=740.]0-15NCP IN(NW)=139. 9-18RCF IN(AE}736.4& fiRDP IN(HVI)=7 7. 1TRCP IN(NW)=T39.53-1SRCP IN(") -n9.] SRCP IN(6WpT40.38-10NCP IN(NW}T39.50.16'RCP IN(NWpT36-8634'RCP """"i(11 Pie,' s13
`I `1t OUT(8 740.]0-16'RCP OUT(SWpt .88-18'R P OIhT(SW)=]36.4 -i6RCP OUT(SEpT3i 2&24'RCP OU](SE)=T39.2318'RCP OUT(SEI=739. 15RCP OUT(SE)=T39.BS15RGP OUi(NNWpT3T.14-24RCP IN(NNEpT36.04-15NCP •�]' WIRE k STONE INLET PROTECTOR
IN(NE)=T3T42-18'RCP -f BLOCK h GRAVEL INLET PROTECTOR
36.6E-
OUT(SQ-724'RCP
1 ROCK OUTLET FOR SI
LT FENCE
ROCK DOUGHNUT INLET PROTECTION
i\ ` n,In IwN ROCK CHECK DAM
GRAPHIC SCALE
L tmn - so 1c
T" m..Mge ie,wm ta" .man.nam.i°n"P� °n rngi wH mepml ° n;enm ." � WESTCOTT SMALL REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB No. P-ow4�o.-o6B,4A-o4CITY OF GREENSBORO
7 ROADWAY DE51GNED BY ENGINEERING DIVISION "K
pajcet except Fy ageemeM w' gam wiW aplmspne wmpenaeti°oblhe rngineer.
CC°pyrigM 2017 Fy Weslwq Small S A -i-, PLLC, All Righm R -M, Excep es Pemiind umerme Unitm St"ca & ASSOCIATES - SEWER DETAILED BY DOWNTOWN GREENWAY PHASE 4 & SHEET NO.
C"pyrigMAct °f19]6, n°pw"fs d°..I mey Fx reproduud or d,,tn tM in en}fmm or Try any means witnwtIM
Orn pmniasi°n "f WeaWNq Bmelld Ass"ciatn, PLLC. WATER CHECKED BY A&Y GREENWAY 17 of 19
1:BL BLIAfT11QT,:um wB, acm4fBOIPO, NC>OMN wIONIWiE0A777

RETAIN EXIST
SYSTEM
—PROPOSED COG DI
(STD. NO. 435 TIE
INTO EXIST SYSTEM
SPECIAL LATERAL
V DITCH
WESTCOTT SMALL
7
�� - & A690CIATES -
>Ioa�wtrNceT,EUTTew0.cueNssoagNcv+m IaoNeuulaarn
3fiEETET6IL T
LI I OF GREENSBORO
ENGINEERING DIVISION
r�
�92
X=1782196.27]]
SEWFR DETAILEDBY
.2-650 21.63 9Cd
Z=759.267 PID11
SHEET No.
EROSION CONTROL LEGEND
4O.N
/
\
J
\ fi
/
/
/
PROP05�D OPE Poo—
PR /
END 18 R -1—
MH-129
o
MR -tee � 16RADLTO_
RETAIN \ � � — _� — — _ i %/ — _
V
s /
ss
/ - 'S
IMP
CI -150
5t _T PAISE SUMP PROPOSED OPEN PROPOSED OPEN
ETj , 5 END TO
18" RCP -III/ / END 18" RCP -111
�.r�-t
SEE
SHE
1.? / EXSTN
p,AI
C Cl TrE
/ Ntii6zs3
15- RCP
RETAIN EXIST
COG MH
'V DITCH A
vy
ANNUAL CHANCE
V DITCH
ET PROTECTION
S B RIP RAP
5 TONS
10 SY
ANY AT FENCE AOfiI/QI7 TO A STREAM BANK SHALL BE
POSIIUM m AT LEAST 1A' FRowi THE TOP OF sAiNN.
STREAM BANKS THAT NLL BE DISTURBED TO INSTALL
CULVERTS SHALL NOT BE OIST3RBED UNTIL IMMEDIATELY
PRIOR TO CULVERT INSTAI.ATIONANEPA'R WORK.
WESTCOTT SMALL
7
�� - & A690CIATES -
>Ioa�wtrNceT,EUTTew0.cueNssoagNcv+m IaoNeuulaarn
ti
C�ZG
apC
LI I OF GREENSBORO
ENGINEERING DIVISION
r�
�92
X=1782196.27]]
SEWFR DETAILEDBY
.2-650 21.63 9Cd
Z=759.267 PID11
\ fi
/
/
/
PROP05�D OPE Poo—
PR /
END 18 R -1—
MH-129
o
MR -tee � 16RADLTO_
RETAIN \ � � — _� — — _ i %/ — _
V
s /
ss
/ - 'S
IMP
CI -150
5t _T PAISE SUMP PROPOSED OPEN PROPOSED OPEN
ETj , 5 END TO
18" RCP -III/ / END 18" RCP -111
�.r�-t
SEE
SHE
1.? / EXSTN
p,AI
C Cl TrE
/ Ntii6zs3
15- RCP
RETAIN EXIST
COG MH
'V DITCH A
vy
ANNUAL CHANCE
V DITCH
ET PROTECTION
S B RIP RAP
5 TONS
10 SY
ANY AT FENCE AOfiI/QI7 TO A STREAM BANK SHALL BE
POSIIUM m AT LEAST 1A' FRowi THE TOP OF sAiNN.
STREAM BANKS THAT NLL BE DISTURBED TO INSTALL
CULVERTS SHALL NOT BE OIST3RBED UNTIL IMMEDIATELY
PRIOR TO CULVERT INSTAI.ATIONANEPA'R WORK.
Tlleu m.wi�e:,rei�:INmmn orsel.--iceP"a snen rem.m me P�oPmyora: m6i�l«r.Ilnym llk Pm;e<Nr wmey r�
m. emm�o.�. ti .e�llo �6yao.oRmm>o„noom«�Pm;�nm�mim �a�
Pgms e.reN ny.,;Remml i" wnlmq a.w w;m eM„PPd,m,AmoR,sanoo m lye manrer.
CCopyn6ht 201] FyWPlt. SmeRAAs.aiel�,Puc. An Ri3nn R.:�,.:4. E.en4.s Pelmirtea mae. ae u�ilea suras
wm6 I AM u I i6, PP wrt orae aommlml mPy Ire repmduad or anlm,6ea in.�y rm o, ly.�y m.nawl ae
rtm pesmiesim of Weslco6, Small A Assaietes, PLLC.
WESTCOTT SMALL
7
�� - & A690CIATES -
>Ioa�wtrNceT,EUTTew0.cueNssoagNcv+m IaoNeuulaarn
REVISIONS TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DAiS BENCH MARKS JOB N0. P-ose45-o4A-ow4,A-o~
LI I OF GREENSBORO
ENGINEERING DIVISION
"K"
ROADWAY DESIGNED BY
SEWFR DETAILEDBY
DOWNTOWN GREENWAY PHASE 4 do
GREENWAY
SHEET No.
EROSION CONTROL LEGEND
18 OF 19
CONSTRUCTION ENTRANCE
UNIT OF DISTURBANCE
TEMPORARY EARTH BERM
SILT FENCE
,,essMunsupyr
VARE t STONE INLET PROTECTION 13
MH -In
MW12]
MH -128
MH -129
CI -141
.1-149 CL150 CF151 C4152
TOP=797.95 TOP:i46 e6 CONC. INLET
`
BLOCK Q GRAVEL INLET PROTECTION
MK125
RIM=]45.92
RIM=]95.60
RIM=799.55
RIM=]61.86
IN(W}-]55.2b10'RCP
RIM=755.00
IN(W)=T46.OSA'PVC
TOP=T4T.10
IN(SW=]41.90.15 RCP
TOP=798A1
TOP=
IN(M/Y)=]34.89-18'RCP
i0%idi.89
OV](WSW)=]4060-20'RCP
39.35 RCP NO ACCESS
ROCK OUTLET FOR SILT FENCE
ININW-.7932 2E0'RCP
INISW -T 10:16'RCP
IN(WY-133.89-18-RCP
IN(SE)=734.11-6'YCP
IN(NWY]47.30-16"RCP
OUT(SE)=744.5&16RCP
OUT(SEp=?W.0 8'RCP
OUT(SEp]95A59YCP
OUT(NE}-]01 C11S RCP
IN(W')=]N.T9-16'RCP
OUT(E)=319.18' RCP
NINE}-]38.39-11SftCP OVr(9W�
OUT(SE)=1M.39
%�04, M IMt4'
ROCK DOUGHNUT INLET PROTECTION
OUT(SEp=7M,QER RCP
IN(NWp142.TS18RCP
INlSW}-]401SiRtCP
rrrrrs���sssss�
OUTI NE p]33.97-10'RCP
�
ROCK CHECK DAM
GRAPHIC SCALE
w 4 IIs 6
1 MDCh - SO K
Tlleu m.wi�e:,rei�:INmmn orsel.--iceP"a snen rem.m me P�oPmyora: m6i�l«r.Ilnym llk Pm;e<Nr wmey r�
m. emm�o.�. ti .e�llo �6yao.oRmm>o„noom«�Pm;�nm�mim �a�
Pgms e.reN ny.,;Remml i" wnlmq a.w w;m eM„PPd,m,AmoR,sanoo m lye manrer.
CCopyn6ht 201] FyWPlt. SmeRAAs.aiel�,Puc. An Ri3nn R.:�,.:4. E.en4.s Pelmirtea mae. ae u�ilea suras
wm6 I AM u I i6, PP wrt orae aommlml mPy Ire repmduad or anlm,6ea in.�y rm o, ly.�y m.nawl ae
rtm pesmiesim of Weslco6, Small A Assaietes, PLLC.
WESTCOTT SMALL
7
�� - & A690CIATES -
>Ioa�wtrNceT,EUTTew0.cueNssoagNcv+m IaoNeuulaarn
REVISIONS TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DAiS BENCH MARKS JOB N0. P-ose45-o4A-ow4,A-o~
LI I OF GREENSBORO
ENGINEERING DIVISION
"K"
ROADWAY DESIGNED BY
SEWFR DETAILEDBY
DOWNTOWN GREENWAY PHASE 4 do
GREENWAY
SHEET No.
WATER CHECKED BY
18 OF 19

STRUCTION ENTRANCE DETAIL
ROCK OUTLET FOR SILT FENCE
N
BLOCK & GRAVEL CURB INLET PROTECTION
N.T.S.
drawings are i�Po-ommn or.mu nna:n.n.emni� aW InnPnKY Orme W,ayn. wnellK. NK Imnxl rm..men Ivey
a <.�med or roH. my ,rn not m Ix eye ny me owne oT.ny caner pa.PR on ane. moia++or e.a,YiW� to Thu
t euelsl Fy a®mmeol m cashing ®d wim eppropsieR rnmpesv0oo m uk mgirlcer.
yright.0171ry Wu Small&Asycwm PLLC, All Rights l—L Fxwpl BspmniDN m,aermc UnnW Stn
ig4.4c1 of 19]6, na pm of Iris drcvmml mBY be rePlotluced or eismlmlee in nny form or M1Y any m"ns witM1wl IM1e
� pertnMsim of Weslwn, Small S Associates. PLLC.
1EII PO53 1B' INTO (ROUND AA�Z RINE fENp: ro Pa515 AND AnACH ME — F— ro ME WRE
AND —YE A S X S' TRENCH UPHILL F1tfrN0 TIE BOTIOY OF ME F&.- FFNLE AHD E,TEtD TME BOTTOM OF ME
AOIG TIE LINE DF PO51S e• WTO ME EXGVATED TRENCH. FABRIC C INTO ME MErIW.
YAX e
PPOSTS
I
4� B In
6'
I.
SEo" A A
BALDXL ME Tetra AND CDMPADr STREAM
ME- FMIY ro ANpIOR THE
BOTTOM DF THE .LT FENCE SO THAT SEcnaN
PoNOT IS FONCED M GO MROUpi ME
FENCE AND CANNOT GO UNDER IT. WRE —1 "' "w
S1EFL PmE I4 =A W M YAx ��
mAa4c - e IN.
MND ED ETON BY RACING
FRIER FABRK: SEE WASHED STONE TO A HEIGHT OF
YAX Y SPECS ICH MAIDWAL B' ABOVE ORWID LE141. -
YIN. Y BOTTOM OF WIS FENLE AND
DLTER FABRIC QUPom B' IN
IXGVATED TRFINd.
PLAN
SRII O DRIVEN
Wj IB' INTO —D
1. USE A SYNTHETIC FILTER FABRIC ORA PERVIOUS SHEET OF POLYRRDRYENE,
NYLON. POLYESTER, OR POLYETHYLENE YARN, WICK IS CEB— BY ME
YANUFACNRER OR SUPPLIER AS CONFORMING TO ME REQUIREMENTS SHOWN
BE -OW.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL
MARE ANY REWIRED REPAIRS IMMEDIATELY.
SYNTHETIC RLTER FABRIC SHOULD CONTAIN ULTRAVO ET RAY INHIBITORS AND
SHOULD IN FABRIC OF A SEDIMENT FENCE COLLLL`-M REM, DECOMPOSE W
STAILUMM TO PROVIDE A WNMUM OF a MONTHS OF EXPECTED USABLE
CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120F.
BECOME IN EFFECTIVE. REPLACE IT PBOMPILY. REPLACE BURLAP EVERY 60 DAYS
2 ENSURE THAT POSTS FOR SEDIMENT FENCES AW DINER 4 -NCH C AMETER
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO P ROWDE ADEQUATE STORAGE
VOLUME FIXt ME NEXT RAIN AND TO REDUCE PRESSURE ON ME FENCE TAKE
ENE, H OF 4 ".FAKE OAR, OR T S EEL POST R. PR WTH I MINIMUM
LENGTH OF / FT. MAKE SIRE THAT STEEL POSTS RAVE PRO.ECTOIS ro
GRE TO AVOID UNDERMINING ME FENCE DURING OEANOUL
FAOUTAIE FASSWNC ME FABRIC
REMOVE ALL FENCING MATERIALS MO UNSTABLE 5lDIYENT DEP09Tg MO BRING
DF GAUGE A $TENCH MME FABRIC USE WINE
3. FOR REI A MINIMUM
FENpNG AM A MINIMUM 14 GAUGE AND A MAXIMUM MESH 9'ACMC OF 6
ME AREA TO GRADE AND STABILIZE IT AFTER ME CONINIBUTNG DRAINAGE AREA
HAS BEEN RROPERLY STABIUZED.
INCHES
BEfd116FMEBII
RLTERING EFigFNCY Bsx (MN)
TENSILE STEIGM AT STArDAID SOEIGIIF
2Ox (PAIL) FIDNGATON —/I. IN (WN)
EXHG SIFENCTH-
SD IE/1W N (MN)
BURRY ROYI RATE U DM/p R/mY (YIN)
SILT FENCE DETAIL
NTS
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW
POOL DRAINAGE CK
PLACE ME BOTTOM ROW OF BLOCKS AGAINST ME EDGE OF ME STORM DRAIN
BLOCK FOR LATERAL SUPPORT AND TO AMD WASHOUTS WHEN OVERFLOW OCCURS IF NEEDED, GIVE
LATERAL SUPPOFRT TO SUBSEQUENT ROWS BY PLACING 2.4 WOOD STUDS THROUGH BLOCK
OPENINGS
2 CAREFULLY RT HARDWARE QOM OR COMPARABLE ARE MESH AM 1/2 INCH OPENINGS
OVER ALL BLOCK OPENINGS TO HOD GRAVEL IN PLACE
3. USE CLEAN GRAVEL. 3/4 TO 1/2 INCH IN DIETER, PLACED 2 INCHES BELOW ME TOP OF
ME BLOCK ON A 2:1 SLOPE M FLATTER .D SMOOTH IT TO M EVEN GRADL NC DOT R7
WASHED STONE IS RECOMMENDED.
MAINTENANCE
INSPECT ME BARRIER AFTER EACH RAIN AND MME REPAIRS AS NEEDED.
REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATELY STORAGE VOLUME FOR
SUBSEOUENT RAINS
WHEN ME COMMIBUTNG DRAINAGE AREA HAS BEEN ADEQUATELY STABILITY, REMOVE A -
MATERIALS AND MY UNSTABLE SOL. AND ETHER SAVAGE OR DISPOSE OF IT PROPERLY.
BRING THE DISTURBED AREA TO PROPER (RADE, MEN SMOOTH AND COMPACT IT.
APPROPRIATELY STARIUZE ALL BARE AREAS AROUND THE INLET.
,"IS - & WESTCOTT, SMALL
ASSOCIATES
IU&ILMiERM.imT11600.GNEDNSBOR MCV4M PHONEUUIG.9727
#57 WASHED
SEWER
STEEL POSTS
Y
ARE MESH -HARDWARE CLOTH
23 GA. MIN. & SHALL HAVE
1/4• MESH OPENINGS
DROP INLET 057 WASHED STONE
WITH GRATE .
HEIGHT: BOTTOM OF ARE uESI1
MIN. 2' EXTENDS 1' HOPoZCNTALLY
UNDER STONE
WIRE AND STONE INLET PROTECTION
CONSTRUCTION SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2 DRNE 5-FC0T STEEL POSTS 2 FEET MTO ME (ROUND SURROUNDING THE INLET.
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET MART.
3. SURROUND THE POSTS ATH ARE MESH HARDWARE CLOTH. SECURE THE ARE MESH TO ME
STEEL POSTS AT ME TOP, MIDDLE AND BOTTOM. PID CNG A 2 -FOOT FLM OF ME ARE MESH
UNDER ME GRAVEL FOR ANGERING IS RECWMENDED.
C PLACE CLEAN GRAVEL(NC DOT % M 7 STONE W A 2l SLOPE AM A HEIGHT OF 16'
INCHES AROUND ME MRF, AND SMOOTH TO M GRADE
S ONCE ME CMTUBUTNG DRAINAGE AREA HAS BEEN STABILIZED. REMOVE ACCUMULATED
SEDIMENT, MD ESTABLISH RNA GRADING ELEVATIONS
6. COMPACT THE AREA PROPERLY AND STABN2ED IT AM GROUNDCOWR.
MAINTENANCE
INSPECT INLETS AT LEAST WESI-Y AND AFTER EACH SIGNIRC.T (1/2 INCH OR TREATER)
RAINFALL EVENT. CLEAR THE MES! ARE OF ANY DEBRIS OR OTHER OB,ECTS TO PROWDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS TME GRE NOT TO DAMAGE OR UNDERCUT OR ME
WRE YES! DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
STEEL POST
DRIVEN 15'
INTO GROUND
POLWTHY-E FABRIC
6 MIL THICK (TYP.) CLASS I RIP RAP (TW.)
WATER SURFACE I �)
STREAM BOTTOM (ROC()..
3 YIN. (MATCH TOP OF BARK) JJ
SECTION A -A
COFFER DAM
&.A` LU RIR
2.1 SLOPE
�•T3 STONE
IIC11 11=1111-11 = = 11=11
1 ME
SFS`-
• ►-EFTS
JOB NO. P—ose4rw—055"A-04 CITY OF GREENSBORO "K"
DESIGNED BY ENGINEERING DIVISION
DETAILED BY SHEET NO.
CHECKED BY DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY 19 OF 19

SECTION 2: MCGEE STREET TO MARKET STREET
CONTRACT SHEET
OF
noTEs
1. REWOVE DEBRIS AND INVASIVE SPECIES FROM
CHANNEL, INCLUDING UNNECESSARY RIP RAP.
2 SHAPE EJaSTING CHANNEL AND RIP RAP USING THE
TYPICAL SECTION. SEE SHEET SR -9.
Approximate bank grading
and structure locations
shown, to be finalized after
field walk. Some pools to be
graded out of channel bed
with no bank grading, see
profile.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
4 � m
'Feel
aRE E. IN TME omcEoe
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.F-05645-04/P-05644A-04
CITY OF GREENSBORO
This me meat, together with the concepts and designs
presentee venin, as an instrument of eerviu, ie intended only
■
ROADWAY
DESIGNED BY ULM
ENGINEERING DIVISION
J for the epeciflc purpoas and client for whish it was Drepared.
Reuse of and improper reliance on this document without written
i m
ey >>>
H
NC �cENse aFaios
Cat FAYETTEVILLE ST.,SUIIE fiOa
o r n RA��H ��� � ��1
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
outharaotion and adoption Kiml
M ey—Hom and Associates, Inc.
vpNE is elan-zoao
NATER
CHECKED BY
C Copyright Kimley—Hom and Associates, Inc., 2017
©pT
q&Y GREENWAY
SR -3 OF SR -11
SIDEWALKE4�1
SCALE: SEE SCALE BAR

I[=
00
CONTRACT SHEET
DF
Approximate bank grading
and structure locations
... ........
shown, to be finalized after
field walk. Some pools to be
graded out of channel bed
with no bank grading, see
profile.
JFii-
t
00 21 Ok 00 211 V 00 212V OO 213k 00 213+80
. . . . . . . . . .
..........
7i
—
EXTEND E)IISTING lar STOM WATER PIPE
I - - —:: - =-, ___TO STREAM AND BURY.
-- Sum W-0
"v
LATEKAL V. D�CH
ETAJL
SEE 1,
T 6
. .........
- — - ----- -- -
. . . . . . . . . .
..........
7i
—
EXTEND E)IISTING lar STOM WATER PIPE
I - - —:: - =-, ___TO STREAM AND BURY.
-- Sum W-0
- — - ----- -- -
SHELI lb
.3
STABUZE EDW)ISWTWNG OUTFALL, LOCATION
STAINUZE EVOSED SEVER LINE.
APPROXIMATE (BY OTHERS) SEE DETAIL SWEET Sit -10.
-G1- S-rCF
'4 M2;+
SECTION 2: MCGEE STREET TO MARKET STREET
This da.....t, tag.#w with the ca—pt. and deign. riHEPARED 11 THE OFFICE 0i". REVISIONS I- TYPE CONTRACT ICONTRACTOR I AS-BUILTIAUTH. OATEIBENCH MARKS
P—t-d herein, as an ineWmant of —i... I. Umt-d*d MI), • ROADWAY
Lar IIs epecifie purpose and diarlt for "I." it MIe prepared.
written CST.
1Swtq
y Raaes of and improper reriarH:e an this document rdhout hv Zy — n
Kimley* Horn K -2w..,.1- NtAir.
Copyright Kimley-Hom and Associates, Inc., 2017 @2017
ISIDEWALK I
NOTES;
1. REMOVE DEBRIS AND INVASIVE SPECIES FROld
CHANNEL. INCLUDING UNNECESSARY RIP RAP.
7. SHAPE EXISTING CHANNEL AND RIP RAP USING THE
TYPICAL SECTION. SEE 94M SR-iL
)/ '7 ", 7 -4 , I PRELIMINARY DESIGN
/'k
DO NOT USE FOR
coNsntucnoN
DESIGNED By JLM
DETAILED BY
CHECKED BY
qr.Al F' SEE SCALE BAR
CITY OF GREENSBORO
ENGINEERING DIVISION
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY92_4 OF SR11
SHEET NO. I
A5 I
NOTES;
1. REMOVE DEBRIS AND INVASIVE SPECIES FROld
CHANNEL. INCLUDING UNNECESSARY RIP RAP.
7. SHAPE EXISTING CHANNEL AND RIP RAP USING THE
TYPICAL SECTION. SEE 94M SR-iL
)/ '7 ", 7 -4 , I PRELIMINARY DESIGN
/'k
DO NOT USE FOR
coNsntucnoN
DESIGNED By JLM
DETAILED BY
CHECKED BY
qr.Al F' SEE SCALE BAR
CITY OF GREENSBORO
ENGINEERING DIVISION
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY92_4 OF SR11
SHEET NO. I

1==
300+00
00
CONTRACT SHEET
OF
Approximate bank grading
and structure locations
shown, to be finalized after
field walk. Some pools to be
graded out of channel bed
with no bank grading, see
profile.
x
S-
X-YVYYV'Y :'l^✓Yi..Y_"Z'V
1 �' _ �" _ � ..---�, I-�'✓ . Y"k"o'v`Y-Y 1 F- , �. ^„T..�- � Yri: - I` l-r� a1 }� �ti'' f �. _ - `, � � � .
a f
s ,_�`..i \ A ''tl , , _ LAT ERr14` V OffCH
1 1 .`'__�; �.. / .raV.r%r--,...,Fe - i ,2 F `.�. -S ELIDETAII<
,L i
�„.�� _ �`,-� SHEET. t6
!t
REPAIR NECESSARY. WALL IF N STABLE CQ/gTON.
/ I
REPAIR 0.5 NECESSNtY.
f 'tee ` 1
STABILIZE IRE NL (BYonErssEOS11N0
Mae
/j
41
j(
9
�_00
d
SECTION 3: MARKET STREET TO THE GREENSBORO THEATER
NOTES
1. R MWVWE OE8f03 A!O NVASVE S�ECE$ FltOY
CNANINS. NCWDNG UNNECESSARY RIP W.
2 SHAPE E)MIN6 CHANNEL AM FOR RAP t1SN6 THE
TYPICAL SECTION. SE SEPT SR -e.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
aRErA D IH THE OFFlCE W.
REVISIONS
I TYPE I CONTRACT 1CONTRACTORI AS -BUILT 1AUTH. OATEI BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
This dopsrlerd, together sith the oorxepts and designs
t'rresented herein, as on inetrunwnt of service, Is Intended -I,
■
ROADWAY
DESIGNED BY Jut
ENGINEERING DIVISION
J for els spsdfk purpose and dicot for •hich It eas prepared.
.I Reuse o< and improper rNiorH,a on this document without Britten
Ki m
ey >>>
u �YMEAU02
FFYETTEVILLE ST., SUITE 600
H o r n RPLE.H, warn caao 1- z 1
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
authorization and adoption by iemiey-H n and A—dates, Inc.
—E 1-1
WATER
CHECKED BY
G Copyright Kimley-HOT and Associates, Inc., 2017
©z6,T
SIDEWALK
SCALE: SEE SCALE BAR
A&Y GREENWAY
SR -5 OF SR -11

DRAFT
CONTRACT SHEET
OF
x
N
W
W
N
W
Z
J
2
U
H
Q
00 308k(M)8+13
Thts doaVnerht, together with the ENEPAfd=•0 IN THE OFFICE OF:
toasth concepts and designs
for th.ed cific as ,rh instrument or ewviw. L intended only ■
for the specific purpop and dived for rmu it wasp A wri. axhFAYYETTEE`�iuE ST., sunEsro
Rpp of and mpmpsr rNianw an this document wthout rriNp i m ey »> H o r n H
yauthorization and adoption by Iaml H— and Associates. Ina "E��'rroNTH caHa�Hn zTwh
sy- FMONE. f9t9181120tp
C Copyright Kimley—Hom and Associates, Inc., 2017 ©IO,T
SECTION 3: MARKET STREET TO THE GREENSBORO THEATER
TYPE
WATER
SIOEW,
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
SHEET N0.
$R5 OF SR11
M)TES:
t. IEL01E DFB■S AND MVA9TE SPEOSFRM
CHANNEL INCLUDING UNNECESSARY IDP RAP.
2 SHAPE E105IMG CHANNEL AND RIP RAP USING THE
T VF CAL SEC110N. SEE SEEP ST -Y.
'-05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
By
By
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
By
E BAR
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
SHEET N0.
$R5 OF SR11

DRAFT
CONTRACT SHEET
OF
Approximate bank grading
and structure locations
shown, to be finalized after
field walk. Some pools to be
graded out of channel bed
with no bank grading, see
profile.
LATERAL
TAIL'V' DITCH
IA
_ f
t —
J t _ --- - - - - - - = ----
- -
7
•! _
¢
_
' \ �_
REVISIONS
I TYPE I CONTRACT 1CONTRACTORI AS -BUILT JAUTH. DATE BENCH MARKS
1 J013 NO.P-05645-04/P-05544A-04
CITY OF GREENSBORO
presented heron, as an Insw t of service, Is intended any
■
ROADWAY
� .\�
tom..
_
..._ •,
_
1�.:
"c ��EraE "r-0'�
Rause of aM m proper reliance an this d_ ment vNhout eriNen
im
ey»>
Horn
R&EIG,,rRTHCAF. , 2
RALEIGH. rvoRrH cnRouHn ]76VI
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
i _
,,,a„E_,g,g,s„-
WATER
CHECKED BY
:Copyright Kimisy-Hom and Associates, Inc., 2017©m7
A&Y GREENWAY
ste of sR-tt
SIDEWALK
SCALE: BEE SCALP BAR
—
SECTION 4: GUILFORD AVENUE TO SMITH STREET
STABILIZE E)QSM9 OUTFALL
esr _ V
41�
NOTES
I_ REMOVE DEBIES ANo mVA9YE SPECIES FROM
CHANNEL., INCLLMQ UNNECESSMY RIP RM.
2 SHAPE EIDSTING CHANNEL AND Ra' RAP USING 7HE
TYPICAL SWn01, SEE 94EET SR -9.
PRELIMINARYDESIGN
DO NOT USE FOR
CONSTRUCTION
This doaun.rW. tagsther .Wh the -pt. and design.
PREPARED IN THE OMCE oF:
REVISIONS
I TYPE I CONTRACT 1CONTRACTORI AS -BUILT JAUTH. DATE BENCH MARKS
1 J013 NO.P-05645-04/P-05544A-04
CITY OF GREENSBORO
presented heron, as an Insw t of service, Is intended any
■
ROADWAY
OESIGNEO BY JLN
ENGINEERING DIVISION
tar the .p.dfic perp— and dield for rhkh it Nae prepared.
"c ��EraE "r-0'�
Rause of aM m proper reliance an this d_ ment vNhout eriNen
im
ey»>
Horn
R&EIG,,rRTHCAF. , 2
RALEIGH. rvoRrH cnRouHn ]76VI
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
authorizaflon arM a sy-Hom and A—iatee. Inc.
F doptlon py IG.I
,,,a„E_,g,g,s„-
WATER
CHECKED BY
:Copyright Kimisy-Hom and Associates, Inc., 2017©m7
A&Y GREENWAY
ste of sR-tt
SIDEWALK
SCALE: BEE SCALP BAR
—

DRAFT
CONTRACT SHEET
DE
v
_ N
_
GN
PREPNiO) IN THE o CE OF:
SH
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO. P -05645 -04/P -05544A-04
CITY OF GREENSBORO
p. aW herein• a. an inebum.nt of service, i. ird.nd.d only
•
ROADWAY
DESIGNER BY JLM
ENGINEERING DIVISION
-T
"._......._1 _;---
- Q
.. —
1� �
■ —is. TR
amu. —IO ��'- RE EES ANO
M6TAfI MATO_ -`- .__-. 1. _
".`" STABLE BAWLS ON WfiR BAt11G
dr �' ��jp1,
SECTION 4: GUILFORD AVENUE TO SMITH STREET
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
Thi. dowmwd, toy.ther with the ....pt. and d.dgn.
PREPNiO) IN THE o CE OF:
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO. P -05645 -04/P -05544A-04
CITY OF GREENSBORO
p. aW herein• a. an inebum.nt of service, i. ird.nd.d only
•
ROADWAY
DESIGNER BY JLM
ENGINEERING DIVISION
for a...pecific WTow and dierd for which .t ... prp.red.
�, A��LLEs7.,s���
n R.ue. d and impopr Mian on this document without writtm
authod:et'wn and Kiml tbm and Aesodal.s, Toes
adoption by eY-
Kim
ey>>>
Horn
Ruew"""""�""fOLN°2�B0t
v"auE �sls�s 7-zaao
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET ND.
Copyright Kimley-Hom and Associates. Inc., 2017
©2017
WATER
CHECKED BY
A&Y GREENWAY
sR-� oP sB-tt
SIDEWALK
SCALE: SEE SCALE BM

DRAFT
500+00 501
-- - -- ----- -- -------
306+12
CONTRACT SHEET
OF
Approximate bank grading
and structure locations
shown, to be finalized after
field walk. Some pools to be
graded out of channel bed
with no bank grading, see
profile.
SECTION 5: HILL STREET TO NORTH BUFFALO CREEK
Thi. document, together eM the M"Pt. and design. FREPAR D IN 1 OFFICE CF; REVISIONS TYPE CONTRACT CONTRACTOR AS-BUII
presented hereto. a. an instrurwd of wvip, i. intw,ded only ■ rvc ��cErvsE aFo,vi ROAOWAY
7 far the specific pur{as. orM dicot for ehlch 't ea. prapored. W LICENSE
1M surrEsoO
,y Reuss of and improper reliance on this document rdhout eriltan ' m ey >>> Horn rvuE. ������ zrw, SEWER
y authorization and adoption by lamisy-ibm and Associat . Iro. ar�orvete,s�en.z000 WATER
C Copyright Kinnley-Horn and Associates, Inc.. 2017 ©2011
SIDEWALK
MARKS I JOB No. P -05645 -04/P -05644A-041 CITY OF GREENSBORO
OESIGNEO BY JLM ENGINEERING DIVISION
DAILED BY DOWNTOWN GREENWAY PHASE 4 &
CHECKED ETBY
SCALE, SEE SCALE BAR MY GREENWAY
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
SHEET NO.
SR -8 OF SR -11

0
v
DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural __L ,L.\ °el Fit
Ground ?./ D F °'� slope
Min. Die 1 Ft.
FROM STA. 12+25 TO
STA. 12+60 —Gl— RT
FROM STA. 12+60 TO
STA. 13+17 mil— RT
FROM STA. 12+60 TO
STA. 13+17 —Gl— LT
FROM STA. 14+30 TO
STA. 15+75 —Gl— RT
FROM STA. 17+25 TO
STA. 17+95 —Gl— RT
FROM STA. 21+25 TO
STA. 23+35 —Gl— RT
FROM STA. 24+35 TO
STA. 25+50 —Gl— LT
FROM STA. 25+50 TO
STA. 26+50 —GI— LT
FROM STA. 30+50 TO
STA. 31+25 —Gl— LT
FROM STA. 31+25 TO
STA. 32+90 —Gl— LT
FROM STA. 35+35 TO
STA. 37+50 —G2— LT
FROM STA. 37+50 TO
STA. 37+75 —G2— LT
FROM STA. 41+00 TO
STA. 43+75 —G2— RT
FROM STA. 43+75 TO
STA. 44+00 —G2— RT
FROM STA. 49+00 TO
STA. 52+00 —G2— LT
FROM STA. 58+00 TO
STA. 58+85 —G2— LT
FROM STA. 69+75 TO
STA. 71+25 —G3— LT
FROM STA. 76+00 TO
STA. 76+50 —G3— RT
FROM STA. 76+50 TO
STA. 77+25 —G3— RT
FROM STA. 77+50 TO
STA. 79+00 —G3— LT
FROM STA. 78+47 TO
STA. 80+75 —G3— RT
FROM STA. 80+90 TO
STA. 84+10 —G3— RT
FROM STA. 83+75 TO
STA. 84+25 —G3— LT
DETAIL 6
BERM 'V' DITCH
( Not to Scale)
Natural 1
Ground?- \
i
Min. D= 1 F.
b= 2.0 Ft.
FROM STA. 38+00 TO STA. 38+40 -G2- LT
DETAIL 7
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Nafura \ oc Fill
Ground ?•7 D 2'\e< slope
F
Min. D=1 F.
B= 4 Ft.
FROM STA. 55+00 TO STA. 57+60 —G2— LT
DETAIL 2
TOE PROTECTION
( Not to Scale)
F\mat
Natural ,1,-1 g\0
Ground �.-b-.{ F
I d
d: 2 F.
b= 2 F. Geotentile
Type of Liner= CLASS B Rip -Rap
FROM STA. 39+39 TO STA. 39+56 -G2- LT
FROM STA. 40+00 TO STA. 40+75 -G2- RT
FROM STA. 48+15 TO STA. 49+00 -G2- LT
FROM STA. 14+75 TO STA. 15+00 -G2A- LT
FROM STA. 68+75 TO STA. 69+75 -G3- LT
DETAIL 3
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural oT Fill
Ground77 D E'\o�\at slope
U Min. 13=1 Ft.
B. 2 F.
FROM STA. 10+75 TO STA. 12+60 -Gl- LT
FROM STA. 23+35 TO STA. 24+10 -G1- RT
FROM STA. 52+25 TO STA. 55+00 -G2- LT
DETAIL 8
INLET CHANNEL -LOOKING DOWNSTREAM
( Not to Scale)
EXIST l2' X 7' RCBC CLASS 1/ RIP RAP
GROUND (BURIED rl TO TOP OF CHANNEL
T 2D' �ti157(%"li
GEOTEXTILE /L D SILL /
Min. D6.0 B
B - VARIESI 1 DO' HIGH FLOODPLAIN BENCH
EXISTING TO 12' 7S+ WITH CLASS 11 RIP RAP
Type of Liner = Class 'II' Rip -Rap
STA. 24+10 -Gl- (LT)
DETAIL 9
OUTLET CHANNEL - LOOKING DOWNSTREAM
( Not to Scale)
EXIST n����\ /2' X 7' RCBC CLASS I/ RIP RAP
SND \ (BURIED Y) TO TOP OF CHANNEL
\IS' 1Ti• � 21Ytill(t
/; SILL 1
GEOTEXTILE
Min. D . 4.5 Ft, B
B = VARIESJI 1ZHIGH FLOODPLAIN BENCH
EXISTING TO 10' WITH CLASS 11 RIP RAP
Type of Liner Class '11' Rip -Rap
STA. 24+25 -Gl- (RT)
DETAIL 14
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural I FiR
Ground I 1.7 Slope
D
Min. D= 1 F.
FROM STA. 15+75 TO STA. 17+25 —G1— RT
PNEPAF N TIE OFFICE OF,
Tri■ ntedclocih nt. togs an .Rh the concepts arltl antes
presented herein, as on inakument of service, is prep ed. ■
for the specific purper and a client to ■h)oh it d, without
atl. izz
�mley ->> Horn xC ExsExF�,.
Ruse of oIW ingroper reliance on this tlocument rdthoul erNleo uI F1(e. NORM O-„sunEaa
oethorizot)on and otloption IGmInEEtOII. xoarH uxouran zreol
Uy ay -horn and As■oaioles, Inc.Ina. PHONE [phone]
Copyright Kimley-Horn and Associates. Inc., 2018 ©x,e
DETAIL 4
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch2'
1.D'min�
Grade }
GEOTEXTILE
Type of Line- CLASS 1' OR 'II' RIP RAP (SEE PIANS)
FROM STA. 24+10 TO STA. 24+25 -GI- RT
FROM STA. 24+25 TO STA. 24+35 —Gl— LT
STA. 31+25 —Gl— RT
STA. 39+78 -G2- (RT)
DETAIL 11
DETAIL 10
OUTLET CHANNEL - LOOKING DOWNSTREAM
INLET CHANNEL - LOOKING DOWNSTREAM
EX/ST
( Not to Scale)
GROUN 2 O 7' X 7' RCBC
--'''''"""�����
GROUND
2 O E X 7' RCBC
EBUR/ED Yl
TOO T /1 OF RAP
TO TOP OF CHANNEL
\\
GI
- ')�1(%Ir
l5'
2A' SILL T
”
GEOTEXTILE
I D
ZI
1.0' HIGH FLOODPLAIN BENCH lL
B
Min. D = 7.0 F.
IA'HIGH FLOODPLAIN BENCHB
EXISTING TO 14'
= VARIES
WITH CLASS 1/RIP RAP
11]555
EXISTING TO 15'
Type of Liner - Class 'II' Rip -Rap
STA. 39+78 -G2- (RT)
DETAIL 11
DETAIL 5 i
OUTLET CHANNEL - LOOKING DOWNSTREAM
FALSE SUMP ,n
EXIST ( Not to Scale)
( Not to Scale)
GROUN 2 O 7' X 7' RCBC
CLASS II RIP RAP
(BURIED Y)
\
TO TOP OF CHANNEL
\\
GI
- ')�1(%Ir
1. , _
IS' \
T
”
D
GEOTEXTILE
�1
2
2 B
2
1.0' HIGH FLOODPLAIN BENCH lL
ID'HIGH FLOODPLAIN BENCH
Min. D - 5.5 F.
B = VARIES
WITH CLASS 1IRIP RAP
EXISTING TO 14'
Type of Liner = Class 'II' Rip -Rap
STA. 39+94 -G2- (LT)
CONTRACT 91EET
OF
STA. 52+10 -G2- (LT)
STA. 80+80 -G3- (RT)
DETAIL 12
INLET CHANNEL - LOOKING DOWNSTREAM
EXIST� (Not to Scale)
GROUND 2 O XY X 6 RCBC CLASS Il RIP RAP
(BURIED Y) TO TOP OF CHANNEL
20 SILL -T mil i
GEOTEXTILE D
B Min. D - 5.5 Ft.
ID'HIGH FLOODPLAIN BENCH lL B = VARIES
WITH CLASS 11 RIP RAP X155 EXISTING TO 21'
Type of Liner = Class '11' Rip -tap
STA. 47+99 -G2- (LT)
DETAIL 13
DETAIL 5 i
OUTLET CHANNEL -LOOKING DOWNSTREAM
FALSE SUMP ,n
( Not to Scale)
Outside Ditch
(BURIED M
Traffic Flow
I2.1_
'1 f
GI
$ —
etc.
S=Ditch Slope
Proposed Ditch
STA. 52+10 -G2- (LT)
STA. 80+80 -G3- (RT)
DETAIL 12
INLET CHANNEL - LOOKING DOWNSTREAM
EXIST� (Not to Scale)
GROUND 2 O XY X 6 RCBC CLASS Il RIP RAP
(BURIED Y) TO TOP OF CHANNEL
20 SILL -T mil i
GEOTEXTILE D
B Min. D - 5.5 Ft.
ID'HIGH FLOODPLAIN BENCH lL B = VARIES
WITH CLASS 11 RIP RAP X155 EXISTING TO 21'
Type of Liner = Class '11' Rip -tap
STA. 47+99 -G2- (LT)
DETAIL 13
OUTLET CHANNEL -LOOKING DOWNSTREAM
EXIST� (Not to Scale)
GROUND 2 O 10' X 6' RCBC
CLASS I( RIP RAP
(BURIED M
TO TOP OFCHANNEL
T�
rw('.
l5'
�
�
GEOTD EXT/LE II
S�
2 l
B
Min D Ne 5.0 Ft.
1.0' HIGH FLOODPLAIN BENCH lL
EXI- VARIES
WITH CLASS /l RIP RAP TS
21'
Type of Liner Ne Class '11' Rip -Rap
STA. 48+15 -G2- (RT)
A&Y GREENWAY
DRAINAGE DETAILS
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
0
N T7
4 & SHEET NO.
T7 of T9

CONTRACT SHEET
OF
Sheet
List Table
Sheet Number Sheet Title
St -1
St. Ren And Prefile Key Sleet
SR -2
SR -2 St. Ran And Prone
511-3
St -3 SR. Ron And Prone
911-4
Si -4 Ste Ron And Profile
S1-5
SR -5 Site Ron And Profile
SR -6
SR -6 Site Ran And Prone
St -7
SR -7 Ste Ron And Prone
St -6
St -til Sit. Ran And Prov.
SR -9
Tpkd crose swum
St -10
Detail Sleet
SR -11
Deto1 Sleet
SR -12
Ranting Notes and Details
St -13
Ranting Ran. Key Sheet
St -14
Planting Mans
St -15
Planting Rare
51-16
Planting Plans
St -17
Planting Rane
Si -18
Planting Ron.
Si -19
Planting Rare
Si -20
Planting Plans
SURVEY LEGEND
EXISTING STREAM TOP OF BANK
— EXISTING STORM SEWER PIPE
- -- EXISTING SANITARY SEWER PIPE
--------- EXISTING CONTOURS
EXISTING RAIL BED
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
PROPOSED PLAN LEGEND
_ PROPOSED GREENWAY
�— PROPOSED STREAM CENTERLINE
—7a— PROPOSED MAJOR CONTOUR
—,,,— PROPOSED MINOR CONTOUR
— es— PROPOSED LIMITS OF DISTURBANCE
PROPOSED STREAM TOE
PROPOSED RIP RAP STABILIZATION
PROPOSED CONSTRUCTED RIFFLE
I 1W PROPOSED ROCK AND ROLL RIFFLE
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
This documeW, together with the wncapb and designs
PrRPIN 1HE OFFICE 0r:
REVISIONS
TYPE I CONTRACT CONTRACTOR AS -BUILT JAUTH. OATEI BENCH MARKS
I JOB NO. P -05645 -04/P -05644A-04
CITY OF GREENSBORO
presented heroin. as an instrument of service, is intended any
■
ROADWAY
OEBIGNEO BY .A.M
ENGINEERING DIVISION
for eps�c purpose and client for which it was propend.
rkucElaExF�hm
SURE
FNYE1-1.
se
Roues of and improper rolianu an this document without written
authorization and adoption by Kimley-Horn Associates, Inc.
KI m
ey >>
Horn
031 ST., E00
4211- noa.HcSna�wi Teel
SEWER
OETAILEO BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
and
P'. --E g 11-1.pppp
WATER
CHECKED BY
Copyright Kimley-Ham and Associates, Inc., 2018
©,�„
A&Y GREENWAY
SR -1 of sR-20
SIDEWALK
SCALE: SEE SCALE BAR

786 786
. PROPOSID PRECAST I � - ' ' -
-_.
784
I
e$
ins+ - - - -- - -
780 ._ _ 1 1>;,1 F ±� ...... _- .._.__ ---t -.....` 780
--.._ Gd7e oR+ ___.ice I '-
GGo
o.
Oit
R els
_-. " _ --
o i i i 3
PROPUSm IT'.r PRECAST
776 ! _. _.' ._ r�' .__ i G VER
N :I $TRUC7U. BURNED
PUNS .... 11. 775
+w> STI -sna DETAILS
AND CI-C15FORFOR CULVERT
LOCATION.
"
PROPOSED 7r RCP _. / -- - _...------- _...-------'--
-_STA 220&INV. FE.77r-� _ �•K
.... 774 _ _ _.._l _...._ —r ...... ........- .._... _......_..... ......_ .........L _ _ .. - ---- 772
ROCK AND ROLL� I i +o
I 1 UST ROCK
' ROLL RIFFLE -AT _ _
ELEVATION. OF .
i
DOWNSTREAM A
' BEDROCK. FlF10 I
768' ADJUST NECESSARY - 755
APPROVAL. OF THE '
' ENGINEER- SET STEP TO BE
�— W7lET ELEVAIRION
'NJTr
AT
AIeuZA
.._.. r ...A ......_� ..... ..__ ...__.... _._.—. i .. .. - .. ..... ....._... .._—..__.. ..... .. I...
RDUf AND.R�... ....
i I 784
- --- — - ._....................._....... -----...... -- - j - - - - --.......--...... - ... .._.._......__......_.._.....-...._......--j....._......_...................; -- -- -- - - -- --- - .._..----.... --.. _................................._ ....
I
t
I
750
758 755
200+00 201 00 20 00 20 00 204 00 205+00 206 00
o an w
Fee
S
71E IN ROCK TOE
HSINOU
G TFAELro
O
_ �-.._ i4C f :.� — •.ter ....-.-...- t-a� .-.�-` .vxr - soFr •_'_, ser SEWER-_ STABl12E EIUSnNG EIwOSED
NOT
TING
.--_ o -r ti RETAINING NSrN1 N%7( TOE _ ® S ASEE ND HEADWALL DETAILS
KING WNL _
INSTALL ROCK TOE,, DO
� -\ r
_
y -
EIOSTING RED
Y.
_
TOE PROTECTION.
a
_ - -- - -
•i �-----�; � ' - z= 'tea=_�_ � ..� . - _ . �'." � �� - �
PROPOSID OUTFALL INSTALL FOP RAP FR
. � POE OUTLET BE WALL AND OUTLET.
THAT TOP
3.F WALL IS BELOW HPE aTLEr. afoot TOP
OF WALL AT BOULDER JOINTS IN THE FLOW-
OF
LOW -
.. PATH W OUTFAIl.
'RETA
�L00-�y� `U • FZ20`. I OUTFALL ALLRI TO BE FROM
PIP. OUTLET
Illl'I ? 3. •'y r'�n v 77220'. INSTAL RIP RM NOTCH
HPE OUTLET 1 j _ -.
1 I 1 1� • 7 WALL AND CREATE NOTCH IN WALL AT _ __ - 'LOD Z
r 772.20. GROUT TDP a WALL AT BOULDER —
JOINTS E FLOW PATH OF OUTFALL -
INSTALL BOULDER WALL SEE DETAL 2/10. TOP OF WNL
EIEV: 773.0•. CONSTRUCT PROPOSED BANK FROM ME To -
%U"`''� - WALL USING THE TYPICAL SECTIONS SHEET SR -O., _ _
SECTION 2: MCGEE STREET TO MARKET STREET
CONTRACT SHEET
OF
PROPOSED PROFILE LEGEND
j� PROPOSED RIP RAP STABILIZATION
OU� PROPOSED ROCK AND ROLL RIFFLE
PROPOSED PLAN LEGEND
PROPOSED GREENWAY
PROPOSED STREAM CENTERLINE
— PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
- PROPOSED LIMITS OF DISTURBANCE
PROPOSED STREAM TOE
PROPOSED RIP RAP STABIUZAT10N
PROPOSED CONSTRUCTED RIFFLE
PROPOSED ROCK AND ROLL RIFFLE
SURVEY LEGEND
EXISTING STREAM TOP OF BANK
EXISTING STORM SEWER PIPE
EXISTING SANITARY SEWER PIPE
- EXISTING CONTOURS
EXISTING RAIL BED
a EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
3o s3.
STREAM
ENHANCEMENT
PREPARED IN THE OEBCE0F.
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
Thi. document, together with the concept. and designs
pmeented herein, as an inetrument of service, ie irdended only
■
ROAOWAY
DESIGNED BY JLM
ENGINEERING DIVISION
Vfor the specific purpose and tient far which it woe prepared.
Reuse of and improper reliance on thio document without written
Kimley>>>
NcucsesF.ra+oz
Puelan,noeTH cnaoura zTem
Horn ez,FAY ��'ILLFST..su��e
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
authori-tiorl and ado on Inc.
M Knd
PnoNE:Islslsn-z000
WATER
CHECKED BY
-
Copyright Kimley-Hom and Associates, Inc.,IAC., 2018
Assn Hat s,
©zo,e
A&Y GREENWAY
ST -2 OF SR -20
SIDEWALK
SCALE: SEE SCALE BAR

SECTION 2: MCGEE STREET TO MARKET STREET
CONTRACT SHEET
OF
PROPOSED PROFILE LEGEND
PROPOSED RIP RAP STABIUZAT10N
0 Q O PROPOSED ROCK AND ROLL RIFFLE
PROPOSED PLAN LEGEND
PROPOSED GREENWAY
PROPOSED STREAM CENTERUNE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
— PROPOSED LIMITS OF DISTURBANCE
PROPOSED STREAM TOE
PROPOSED RIP RAP STABILIZATION
PROPOSED CONSTRUCTED RIFFLE
IM PROPOSED ROCK AND ROLL RIFFLE
SURVEY LEGEND
— — EXISTING STREAM TOP OF BANK
Ji EXISTING STORM SEWER PIPE
- — EXISTING SANITARY SEWER PIPE
-- - - EXISTING CONTOURS
_—_ EXISTING RAIL BED
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
� m
r..
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
This document, together with the wnwpts and designs
presentee herein, as an instrument of service, is only
for th. specific, propose a d lint for which u it as prepared.
Reuse of and improper reliance on this document without written
authorization and adoption by Kimisy—Mom and Associates. Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
PREPARED IN 111E OFFICE OF:
■ �EnsESF-0102
'2 AyI.r+onrLu ,SU,zno+
Ki m ey >>> H o r n .E e�E sr. s°� �°
v o yelelsn-zona
©Ate
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY DESIGNED BY JLM
SEWER DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET NO.
WATER CHECKED BY
5R-3 OF SR -20
SIDEWALK SCALE: BEE SCALE BAR

CONTRACT SHEET
OF
PROPOSED PROFILE LEGEND
PROPOSED RIP RAP STABILIZATION
O.0 PROPOSED ROCK AND ROLL RIFFLE
PROPOSED PLAN LEGEND
PROPOSED GREENWAY
PROPOSED STREAM CENTERLINE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
�—PROPOSED LIMITS OF DISTURBANCE
PROPOSED STREAM TOE
PROPOSED RIP RAP STABILIZATION
PROPOSED CONSTRUCTED RIFFLE
PROPOSED ROCK AND ROLL RIFFLE
SURVEY LEGEND
EXISTING STREAM TOP OF BANK
EXISTING STORM SEWER PIPE
EXISTING SANITARY SEWER PIPE
-------- EXISTING CONTOURS
EXISTING RAIL BED
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
SECTION 3: MARKET STREET TO THE GREENSBORO THEATER
NoIE:
SHAPE E103RNG CHANNEL USING EXISTING
MATERIAL PER TYPICAL SECTIONS, SHEET SR -9
FROM STATION 300+GG To STATION 304+00. Do
NOT NSTAIL NEW MATERAL WITHOUT CITY AND
ENGINEER'S APPROVAL
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
PREPARED IN THE OFFlCE OF:
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO. P -05645 -04/P -05644A-04
...._-.-.. - .. _.
. --
-...---
—'---..
......---
ROADWAY
—. — __......................--_ -
7B8
---......_
ENGINEERING DIVISION
For tha specific purpose and client for .doth it was Prepared.
M■�A■
I
NCLIGENSENFd102
Off ST., SURE 800
X
SHEET N0.
PROPOSED DOUBLE 7.r
KI
ey >>>
Horn
N.NOnTHCAROLINe Heol
M'r NO -H
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
w
ml
v authorization and adoption M Kimlay-Hom and Nsociates. Inc.PNONE:ISYatsn-zoos
■ ■ ■
PRECAST BOX CULVERT.
- BUR 1'. SEE
PHON
NATER
CHECKED BY
A&Y GREENWAY
SR -4 OF SR -20
Copyright Kimley-Horn and Associates, Inc., 2018
©1018
SIDEWALK
SCALE: SEE SCALE BAR
.... C
Sn-site FOR DETAILS
AND FOR', CULVFAT
i
LOCATION.
LOCATION.
764
_
764
\
1�
I
}
760 -..._.
... ..... ..................
_—_
---- — -.._ ..a ... —�
—.
_.. �- ___
._
_-
_. .__ __-
750
........
'
i
i
I
}
756 '...
756
I,
752 ........
........-
....._.-... .......---- _.—.—_—.—....--
.._. .........-1-..------
--..... .. L . ............
...---_...
_____---
-... _..------......
......... ... _
732
..._.........
76p
!
I
730
300+00
301
00 302 00
303
00
30
00
305 00
CONTRACT SHEET
OF
PROPOSED PROFILE LEGEND
PROPOSED RIP RAP STABILIZATION
O.0 PROPOSED ROCK AND ROLL RIFFLE
PROPOSED PLAN LEGEND
PROPOSED GREENWAY
PROPOSED STREAM CENTERLINE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
�—PROPOSED LIMITS OF DISTURBANCE
PROPOSED STREAM TOE
PROPOSED RIP RAP STABILIZATION
PROPOSED CONSTRUCTED RIFFLE
PROPOSED ROCK AND ROLL RIFFLE
SURVEY LEGEND
EXISTING STREAM TOP OF BANK
EXISTING STORM SEWER PIPE
EXISTING SANITARY SEWER PIPE
-------- EXISTING CONTOURS
EXISTING RAIL BED
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
SECTION 3: MARKET STREET TO THE GREENSBORO THEATER
NoIE:
SHAPE E103RNG CHANNEL USING EXISTING
MATERIAL PER TYPICAL SECTIONS, SHEET SR -9
FROM STATION 300+GG To STATION 304+00. Do
NOT NSTAIL NEW MATERAL WITHOUT CITY AND
ENGINEER'S APPROVAL
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
PREPARED IN THE OFFlCE OF:
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO. P -05645 -04/P -05644A-04
CITY OF GREENSBORO
This document. together with the wncepte and designs
Presented heroin, aw an Instrument of service. is intended only
ROADWAY
OESIGNEO By JlN
ENGINEERING DIVISION
For tha specific purpose and client for .doth it was Prepared.
M■�A■
I
NCLIGENSENFd102
Off ST., SURE 800
SHEET N0.
v Reuae of and improper reliance this document without written
KI
ey >>>
Horn
N.NOnTHCAROLINe Heol
M'r NO -H
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
ml
v authorization and adoption M Kimlay-Hom and Nsociates. Inc.PNONE:ISYatsn-zoos
■ ■ ■
PHON
NATER
CHECKED BY
A&Y GREENWAY
SR -4 OF SR -20
Copyright Kimley-Horn and Associates, Inc., 2018
©1018
SIDEWALK
SCALE: SEE SCALE BAR

788
i I
_. -___. _......_ ..____ ......._...._... .__ .__..... +---- ..7�.........
I I i
i I
784
( _ 784
i
.............-- i---
SEWER DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
GREENWAY
SHEET N0.
i
I
760........_��n
__ ....... ............. .-..-....._. .._.. ___......... t .-780_-.
G
I
755
752........
750
750
306 00 307 00 308 OID8+13
DO NOT01 OR DAMAGE ENSIING TREES
IN TNS MEA ANY THEE REMOVAL TO HAVE
PRIOR OTY APPROVAL
. ALL ROCK TOE PROTECTION -
r
r -
CONTRACT SHEET
OF
PROPOSED PROFILE LEGEND
PROPOSED RIP RAP STABILIZATION
U q qPROPOSED ROCK AND ROLL RIFFLE
PROPOSED PLAN LEGEND
PROPOSED GREENWAY
PROPOSED STREAM CENTERLINE
PROPOSED MAJOR CONTOUR
— PROPOSED MINOR CONTOUR
— PROPOSED LIMITS OF DISTURBANCE
PROPOSED STREAM TOE
PROPOSED RIP RAP STABILIZATION
PROPOSED CONSTRUCTED RIFFLE
PROPOSED ROCK AND ROLL RIFFLE
SURVEY LEGEND
EXISTING STREAM TOP OF BANK
-------...... EXISTING STORM SEWER PIPE
EXISTING SANITARY SEWER PIPE
-------- EXISTING CONTOURS
EXISTING RAIL BED
o EXISTING STORM SEWER MANHOLE
- EXISTING SANITARY SEWER MANHOLE
J
_o,_
OD
t
}
� -
yo•aD
,! _ ooj_ 00T 0oT�7 i
MATCHLINE SEE SR -4
SECTION 3: MARKET STREET TO THE GREENSBORO THEATER
NDTe
REMOVE WRIMS AND SHAPE EMSTNG CHANNEL
USING EMS141G MATERIAL PER TYPICAL SECTIONS
SHEET SR -9 FROM STATION 705+00 TO STATION
308+DM DO NOT INSTALL NEW MATERIAL
N7HDUT CITY AND EN0INEDYS APPROVAL
I
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
This documerlL together rith the conwpts and designs
presented herein. as an Inehumerlt of mios. is intended only
for the f and i prpow end client thi "ich R ras Pout wd.
for U of and improper rand .1 on this document without mitten
authorization and adoption by IOmivy-Hom and Associates. Inc.
Copyright Kimley-Horn and Associates. Inc., 2018
PREPMEDIN TAE OM EU".
■
21 FPYErt IV ST., SUM 6W
Kim ey>>> Horn ec DENSE zFa,oz
PupT�R,NORm CAROLin'A neo,
pHONE:1919)6TF-2000
©zo,sA&Y
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATEI BENCH MARKS I JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY OESIGNE0 BY JLM
SEWER DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
GREENWAY
SHEET N0.
WATER CHECKED BY
SR -5 OF SR -20
SIDEWALK SCALE: SEE SCALE BAR

LGD
- - !
-- - —LOD — LOD
` \
----- LOD
_ til <°pLu
1
LOD CLOD
---- LOD __LOD - - -
/�- _ SEE STI—ST—le FOR WINGWALL
AND HEADWALL DEATILS
VOO ! YYYY.
SECTION 4: GUILFORD AVENUE TO SMITH STREET
---
- ��Qb­ ­- , ,,. ..,, hnn CLOD
MAINTAIN MAIM TREES AND STABLE
SAWS ON ■GHT BANK GF CHANNEL.
u
—x, . . . _
CONTRACT SHEET
OF
PROPOSED PROFILE LEGEND
PROPOSED RIP RAP STABILIZATION
PROPOSED ROCK AND ROLL RIFFLE
PROPOSED PLAN LEGEND
PROPOSED GREENWAY
PROPOSED STREAM CENTERUNE
— PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
—m— PROPOSED UNITS OF DISTURBANCE
PROPOSED STREAM TOE
PROPOSED RIP RAP STABILIZATION
PROPOSED CONSTRUCTED RIFFLE
PROPOSED ROCK AND ROLL RIFFLE
SURVEY LEGEND
EXISTING STREAM TOP OF BANK
EXISTING STORM SEWER PIPE
------------- EXISTING SANITARY SEWER PIPE
------ EXISTING CONTOURS
EXISTING RAIL BED
01 EXISTING STORM SEWER MANHOLE
11 EXISTING SANITARY SEWER MANHOLE
NOTES:
REMOVE DEBRIS AND SHAPE
EXISTING CHANNEL USING
EXISTING MATERIAL PER TYPICAL
SECTIONS, SHEET SR -9 FROM
STATION 402+50 TO STATION
411+15. DO NOT INSTALL NEW
MATERIAL WITHOUT CITY AND
ENGINEER'S APPROVAL.
CREATE POOLS WHERE
INDICATED IN PROFILE USING
TYPICAL SECTIONS ON SHEET
SR -9.
MAINTAIN MATURE TREES AND
STABLE BANKS ON RIGHT BANK
OF CHANNEL.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
This dowmerlt, together With the ca cepts and designs
PREPARED in THE a CE OF:
REVISIONS
TYPE I CONTRACT ICONTRACTORI AS -BUILT IAUTH. DATEI BENCH MARKS
JOB NO. P -05645 -04/P -05644A-041
CITY OF GREENSBORO
{resented herein, as an instrument of service, is Intended only
■
ROADWAY
DESIGNED BY .AN
ENGINEERING DIVISION
for the operant purpose and diaM for Which A Was red.
VPAPA
Muss of and improper reliance an this dorvmart Without Wrkten
,m
ey>>>
Rc �ICERSE xFaroz
FAYETRYILIE ST., SURE 60B
orn wv.Elax.ry TR awaiw�neol
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
r authorization and adoption try IGmisy-Nom and Asociotas. Inc.PHONE:IBt9l111-2008
WATER
CHECKED BY
7, Copyright Kimley-Horn and Associates, Inc., 2018
©ml.
AdEY GREENWAY
SR -6 OF SR 20
SIDEWALK
SCALE: SEE SCALE BM

LL
LL
U.
L
z
a
CONTRACT SHEET
OF
PROPOSED PROFILE LEGEND
PROPOSED RIP RAP STABILIZATION
PROPOSED ROCK AND ROLL RIFFLE
PROPOSED PLAN LEGEND
PROPOSED GREENWAY
PROPOSED STREAM CENTERLINE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
— PROPOSED UNITS OF DISTURBANCE
PROPOSED STREAM TOE
PROPOSED RIP RAP STABILIZATION
PROPOSED CONSTRUCTED RIFFLE
11W PROPOSED ROCK AND ROLL RIFFLE
Y
SURVEY LEGEND
EXISTING STREAM TOP OF BANK
--------------- EXISTING STORM SEWER PIPE
-------- EXISTING SANITARY SEWER PIPE
--------- EXISTING CONTOURS
EXISTING RAIL BED
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
LOAioo
GREENWAY
- -- ' -- -
iss . MAINTNI NATURE TREES MID 00
Ra
ti: SEE SIRUCIULE PLANS Sfi� 0. \
�.._:.- STABLE BANS ON M.T W.
_.
,I
SECTION 4: GUILFORD AVENUE TO SMITH STREET
NOTES:
REMOVE DEBRIS AND SHAPE
EXISTING CHANNEL USING
EXISTING MATERIAL PER TYPICAL
SECTIONS, SHEET SR -9 FROM
STATION 402+50 TO STATION
411+15. DO NOT INSTALL NEW
MATERIAL WITHOUT CITY AND
ENGINEER'S APPROVAL.
CREATE POOLS WHERE
INDICATED IN PROFILE USING
TYPICAL SECTIONS ON SHEET
SR -9.
MAINTAIN MATURE TREES AND
STABLE BANKS ON RIGHT BANK.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
PREPMED IN THE oF}TCE OF.
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
I JOB NO. P-05645-OA/P-05644A-041
CITY OF GREENSBORO
This document, together with the concepts and design
pniewnted herein. as an Instrument of service, is intended only
■
NA i00
ROADWAY
DESIGNED BY JLM
ENGINEERING DI VISION
j for the specft purpose and client for which A was prepared.
v flutes improper rn by on Mie document without written
YEAR FLOODPLAII
�
Kim
ey>>>
NcucENsexra,m
I EIGH. VAIE ST., INA 7M
orn �EwN.NoarN cnrsalw. zrw,
SEWER
s
r
-
za on
authorization and adoption M Kimley—Horn and Associates, Inc.
rnonels,elan-zooD
Off.
�L _.
D-�l
_7"
1 3a l
I`Y-�. ...?2i-r'i_�.._ i .. i " LOD.�60LBD—.....: .,s to
' D COD ,—_LOD �L00' ._ _. .�.. _.
�Y---LOD
:._
---Y —L0.
A&Y GREENWAY
LOAioo
GREENWAY
- -- ' -- -
iss . MAINTNI NATURE TREES MID 00
Ra
ti: SEE SIRUCIULE PLANS Sfi� 0. \
�.._:.- STABLE BANS ON M.T W.
_.
,I
SECTION 4: GUILFORD AVENUE TO SMITH STREET
NOTES:
REMOVE DEBRIS AND SHAPE
EXISTING CHANNEL USING
EXISTING MATERIAL PER TYPICAL
SECTIONS, SHEET SR -9 FROM
STATION 402+50 TO STATION
411+15. DO NOT INSTALL NEW
MATERIAL WITHOUT CITY AND
ENGINEER'S APPROVAL.
CREATE POOLS WHERE
INDICATED IN PROFILE USING
TYPICAL SECTIONS ON SHEET
SR -9.
MAINTAIN MATURE TREES AND
STABLE BANKS ON RIGHT BANK.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
PREPMED IN THE oF}TCE OF.
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
I JOB NO. P-05645-OA/P-05644A-041
CITY OF GREENSBORO
This document, together with the concepts and design
pniewnted herein. as an Instrument of service, is intended only
■
ROADWAY
DESIGNED BY JLM
ENGINEERING DI VISION
j for the specft purpose and client for which A was prepared.
v flutes improper rn by on Mie document without written
Kim
ey>>>
NcucENsexra,m
I EIGH. VAIE ST., INA 7M
orn �EwN.NoarN cnrsalw. zrw,
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 do
SHEET NO,
za on
authorization and adoption M Kimley—Horn and Associates, Inc.
rnonels,elan-zooD
WATER
CHECKED BY
Copyright Kimley—Hom and Associates. Inc., 2018
©a,a
A&Y GREENWAY
5R-7 OF sH-zo
SIDEWALK
SCALE: SEE SCALE BAR

8
CONTRACT SHEET
OF
PROPOSED PROFILE LEGEND
PROPOSED RIP RAP STABILIZATION
PROPOSED ROCK AND ROLL RIFFLE
PROPOSED PLAN LEGEND
PROPOSED GREENWAY
T PROPOSED STREAM CENTERLINE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED LIMITS OF DISTURBANCE
PROPOSED STREAM TOE
PROPOSED RIP RAP STABILIZATION
PROPOSED CONSTRUCTED RIFFLE
PROPOSED ROCK AND ROLL RIFFLE
SURVEY LEGEND
EXISTING
STREAM TOP OF BANK
EXISTING
STORM SEWER PIPE
-------- EXISTING
SANITARY SEWER PIPE
-------- EXISTING
CONTOURS
EXISTING
RAIL BED
0 EXISTING
STORM SEWER MANHOLE
EXISTING
SANITARY SEWER MANHOLE
'Lijk
�Y
i
£ U
C)�-- D_�oi— ao� , x3oo i
M,
o I
0.
q
....do DOT,
_- oT
-- -�--A -~ ool t
vol
c\
SECTION 5: HILL STREET TO NORTH BUFFALO CREEK
NOTES:
REMOVE DEBRIS AND SHAPE EXISTING CHANNEL USING EXISTING MATERIAL
PER TYPICAL SECTIONS, SHEET SR -9 FROM STATION 500+00 TO STATION
505+00. DO NOT INSTALL NEW MATERIAL WITHOUT CITY AND ENGINEER'S
APPROVAL.
CREATE POOLS WHERE INDICATED IN PROFILE USING TYPICAL SECTIONS ON
SHEET SR -9.
MAINTAIN EXISTING TREES AND STABLE BANKS ON RIGHT BANK.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
PREPARED i" 1 E 0FRa OF.
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05544A-04
CITY OF GREENSBORO
Thi. document, together with the concept. and assigns
pm.■ded herein, ace an instrument of service, I.i=wd only
■
-
ROADWAY
DESIGNED BY JLN
ENGINEERING DIVISION
o for the wpe�e purpose and client for which R wa. prepamd.
Kim
Rcucenserr
azr rAYerrFvz�esr..Suoeem
SEWER
DETAILED BY
SHEET NO.
,y Rau.. o< and improper reiianq en this document without written
ey>>>
orn RA�w".ROR.RCARaiw —
DOWNTOWN GREENWAY PHASE 4 &
H authorization and adoption by Kimley-Ham and Associates. Inc.
PNORe: �Sre,sn-zona
WATER
CHECKED BY
Copyright Kimley-Hom and Associates, Inc., 2018
©�16
SIOEWALK
SCALE: SEE SCALE BAR
A&Y GREENWAY
SR -8 OF SR -20

TIE TO PROPOSED
GREENWAY SLOPE
PROPOSED
7:1 Ofl FLITTER --•' �- CREENWAV/OOSTNG RAIL BED**
// x1
TIE TO EXISTING—/ OUSTING GROUND
GROUND MAX POOL DEPTH 2s' _ 7:1 x _ _ TYP.
MIN CHANNEL BOTTOM WIDTH 20'
POOL" TIE TO PROPOSE
GREENWAY SLOPE
PROPOSED
3:1 OR FLATTER /- - GREENWAY/DOSTING RAIL BED**
/ 1 OR
TIE TO EXISTING FLATTER, SEEP EXISTING GROUNDr Z
GROUND x1 x ` / PROPOSED TYR
GRACING
4.0'
RIFFLE
SECTION 2 TYPICAL CROSS-SECTION
NOT TO SCALE
"CREATE POOLS WHERE INDICATED IN THE PLANS. EXTEND BANK SLOPE TO MAX DEPTH
BELOW BANKFULL ELEVATION OF 2.8'. CHANNEL BOTTOM MINIMUM WIDTH 2'.
TIE 7d PROP
TIE TO EXISTING GREENWAY SLOPE
GROUND
----.----
_ ---_--_-.-- ----.- PROPOSED
I k1 GREENWAY/EXISTING RAIL BED**
! ////
MAX POOL DEPTH ZB' y;l _ _ '- EXISTING OROUNDr
I� I x1 TYR
f�l
MIN CHANNEL BOTTOM WIDTH 20'
POMP
TE TO GREENWAY SLOPE TIE TO EXISTING
- - - - GROUND TYP.DUSTING (ROUND
TYP.
PROPOSED I - .._.-.__-
GREENWAY/EIOSTING RAIL BED**
7:1 /
x1 //
MAX POOL DEPTH IV 2:1 M
MIN CHANNEL BOTTOM WIDTH 20'
POW
TE TO GREENWAY SLOPE TE TO EXISTING
GROUND
PROPOSED -"//
GREENWAY/E10STING RAIL BED** x1 / // EXISTINW
G GRNOrJ
t 21 M 3• -- '
RIFFLE
SECTION 4 TYPICAL CROSS—SECTION
NOT M SCALE
IN SECTION 4, STREAM IS HIGHLY CONSTRAINED DUE TO ADJACENT PROPERTY ON RIGHT
BANK AND EXISTING RAIL BED/PROPOSED GREENWAY LOCATION ON LEFT BANK. SLOPES OF
STEEPER THAN 3:1 MUST BE ARMORED WITH RIP RAP. MAINTAIN EXISTING RIGHT BANK
WHERE MATURE TREES ARE ESTABLISHED.
CREATE POOLS WHERE INDICATED IN THE PLANS. EXTEND BANK SLOPE TO MAX DEPTH
PBELOW BANKFULL OF 3.5'. CHANNEL BOTTOM MINIMUM WIDTH 2'.
Y SHOULDER AT 4% SLOPE**
EXISTING GROUND,
TIE TO DO——
GROUND
PROPOSED
GREENWAY/OOSTING RAIL BED**
--------
GROUND GREOVWAY SLOPE
\ PE TO GREENWAY SLOPE
\
/
/
\\
// 1.5:1 MAX
`
MAX POOL DEPTH 4.2.1 `^ ------
2' SHOULDER AT 4X SLOPE**
—�� EXISTING OR
\ TYP.
PROPOSED
CRED2WAY/DOSTNG RAIL BED**
MIN CHANNEL BOTTOM WIDTH 2O'
POOLP
CONTRACT SHEET
OF
TIE TO EXIGTING TE TO PROP
I 1
GROUND GREOVWAY SLOPE
-- -----_ _-_----_-_-_---_'_r_ - _
PROPOSED
Y/OaSTING **
prF�C�
3:
_ DOG GROUND//
SECTION J TYPICAL CROSS -SECTION
NOT TO SCALE
IN SECTION 5, STREAM IS HIGHLY CONSTRAINED DUE TO ADJACENT PROPERTY ON RIGHT
BANK AND EXISTING RAIL BED/PROPOSED GREENWAY LOCATION ON LEFT BANK. SLOPES OF
RIFFLE
STEEPER THAN 3:1 MUST BE ARMORED WITH RIP RAP. RIGHT BANK TO MATCH EXISTING
SLOPE, BUT NOT STEEPER THAN 1.5:1.
SECTION 3 TYPICAL CROSS—SECTION
"SCALE CREATE POOLS WHERE INDICATED IN THE PLANS. EXTEND BANK SLOPE TO MAX DEPTH
PCREATE POOLS WHERE INDICATED IN THE PLANS. EXTEND BANK SLOPE TO MAX DEPTH
BELOW BANKFULL OF 4.2'. CHANNEL BOTTOM MINIMUM WIDTH 2'.
BELOW BANKFULL OF 2.8'. CHANNEL BOTTOM MINIMUM WIDTH 2'.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
0 INDICATES PROPOSED BANKFULL ELEVATION
** SEE GREENWAY PLANS FOR GREENWAY CROSS SECTIONS AND DETAILS
STREAM
ENHANCEMENT
SEE PLAN AND PROFILE SHEETS FOR PROPOSED GRADING
PRwaRED IN THE OFFICE OF:
REVISIONS TYPE
CONTRACT CONTRACTOR AS -BUILT AUTH. GATE BENCH MARKS JOB NO. P -05645 -04/P -05644A-04
CITY OF GREENSBORO
This docurnmt, toge8wr With the aancpts and designs
pnlsented henTHn, as an instrument of senrioe, is intended only
■
ENGINEERING DIVISION
ROADWAY DESIGNED BY JLM
te<B1. and i I>u� and fient for Wocu A was F�a�t
RWYN Of Oed Ion proper raioncs on this document Without Written
21I-F—ILLE T., SUfiEM
RMFIGH,Ng2rH CAROLINA 2eoI
Kimley >> Horn NL LENSE% ­,—FIC
SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
WATER
CHECKED BY
11 authorization and adoption by Kimley-Ham and Associates, Inc.
PHonem191en-z000
Copyright Kimley-Horn and Associates, Inc., 2018
Op1z
A&Y GREENWAY
SR -9 OF SR -20
__ SIDEWALK
_. SCALE: SEE SCALE BAR
_

CONTRACT SHEET
OF
RIP RAP SHALL NOT
I EXTEND ABOVE TOP OF
TOP OF BANK 78•BANK
TOP OF BANK
OR NO
AT TOP OF BANK
4q� y
Y CAA55 1 RIP RM
7B• O
PROPOSED GRADE OR STRUCNRE. SEE
PLAN AND PROFILE DRAWINGS.
DO NOT EXTEND RIP RAP
ABOVE EXISTING STREAM NON-WOVEN
INVERT FILTER FABRIC PER
E TO EXISTING GROUND
SPECIFICATIONS
TOP WALL
SEE PIAOFN AND
DRAWINGS. EXISTING STREAM BANK
1/2 BOUEDER WIDTH MAX .{
I
CROSSNG PIPE
e• SETBACK LLID
BEHN LDERSS
NEEDED WITH SELECT MATERIAL OR
ECT
AMIDNCDOT0 CUSS A AND B RIP RAP,
S,p• AND / 57 STONE PLACE IN 6• LIFTS
AND COMPACT. FILL VOIDS WITH
NATURAL BED MATERIAL
2 O'
FILL CAPS BETWEEN BOULDERS
NTH NCDOT CLASS A RIP
SECTION A-A
RAP OR APPROPRIATELY
RAID STONE
j FILL BETWEEEEN BOULDERS
WALL TOE PROTECTION TO BE AND FILTER FABRIC WI7H
A GRADATION OF NCDOT }i ' ,1 8• LAYER OF NCDOT / 57
CLASS I, CLASS B RIP RM STONE
AND /57 STONE -
CHWOVE7!
IIIE FILTER
FABRIC
FABRIC
PLACE LARGER (30•) BOULDER _
3' MIN.
3 MIN.
AS FOOTER BOULDERS (PLACE
FOOTER BOULDERS BELOW BOTTOM BOULDER NEON dANETER
ELEVATION OF CHANNEIa.
A
BOULDERS SHALL BE APPROVED
I
BY THE ENGINEER PRIOR TO
INSTALLATION.
3' DEEP FOOMN
CONSISTINGGOF WELL
I
TOP OF BANK
GRADED MIX OF 1 AND
N RIP STONE AP. AND /57
0 o
BOULDER WALLNOT ,a
TO SCALE
STREAM FLOW + . .. ..
MATTING
CENTERS 1RENg1 AND TOE
2
HI7F1t5
TOP OF BANK
Pte'
RIFFLE
RIFFLE
NOTE:
OF NOTCH,BE USED IN LIEU
DIRECTION OF FLOW We._
WOODEN ANCHOR DETAIL
$i*l
�~
NATURAL\ A
\
GROUND
COR FIBER MATTING INSTALLED PER RIFFLE
J PPE CROSSING RIP-RAP, TYP.
MANUFACTURER'S SPECIFICATIONS WITH POOL
`/
LIVE STAKING PERMANENT AND
TENSEEIXNG PER PUNS AND
SYNTHETIC FILTER FABRIC
Y (MIN.) SPECIFICATIONS. (TYPICAL BOTH SIDES) µ�
PLAN VIEW
\'\
E ROOT..
PLAN VIEW iMPLAN
ONE COIR FIBER MATTING
NOTES:
T, dAss B RIP-RM TO BE LAID MINIMUM OF 15 INCHES THICK OVER ENTIRE AREA OF DISTURBANCE (M DIRECTED BY
ROU. 'WIDTH CENTERED AT IC (TYP.) FLOODPUIN/
TOE OF SLOPE _ EXISTNC
COR FIBER
MINIMUM ROLL 'WIDTH -12.0 � BAL7411 GROUND
NOTING
ENGINEER).
E%ISTNC GRADE
2 TOP OF RIP RAP SHOULD BE AT GRADE SHOWN (I.E OVER EXCAVATE IB• BEFORE PLACING).
c R Fl
MATTING ANCHORS
SLOUGH SDE SLOPE 3' CENTERS
3. AS PROJECT IS STABILIZED PUCE SYNTHETIC FILTER FABRIC MD SPREAD RIP RM INTO PERMANENT LINER AS SHOWN.
PROPOSED GRADE
4. ANY REWIRED ARMORING ABOVE TOP OF BANK SHALL CONSIST OF MATING OR APPROVED VEGETATIVE COVER.
TRENCH IN WOODEN TRENCH IN EXTEND MATTING
MATTING ANCHOR MATING 6" MIN. TO TOE SLOPE
AND ANCHOR TP ECFD AT MO KEY IN y yNt
S. SEE PUNS FOR EXTENT OF STABILIZATION.
SLOPE
ANCHORS ON
CENTERS
NOTE: IN TRENCH
IN
UTILITY STABILIZATION e
10
AMFHDMQI7�5 AND SCOL N&AARAERNYUSSTIBE - - L - - MATTING
CAMMPLETED IN ACCORDANCE YATII TINE PRUECT —
NOT 10 SCALP
PLACED IN TRENCH
SPECIFICATIONS AND PLANTING NOTES PRIOR UVESTME TYP. AND BA__
TO PUCDIf71T. LIVE STAKE TYP.
B• MIN. STREAM BED
TYPICAL SLOUGH CROSS SECTION TYPICAL STREAM BANK CROSS SECTION
PRELJMINARY DESIGN
COIR FIBERA MATTING o
DO
ori OR
LE
NOT TO SCSTREAM
NSOTUC
ENHANCEMENT
PREPARED IN THE OFFICE aF:
REVISIONS
TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCH MARKS I JOB NO. P-05645-04/P-05644A-041
CITY OF GREENSBORO
This document, together with the concepts and designs
presented herein, ae an Inetrament of service. ie intended only
for the specific purpose and dierd for which K was prepared.
■
211 EAYETTEaEE T. sulTE ese
���sE eRTH-
ENGINEERING DIVISION
ROADWAY OESIGNED BY ULN
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
Reuse of andSEWER
improper reliance on this document without written
PV vesl
KItYI�e >>> Horn
-_..
WATER CHECKED BY
authorimtlon and adoption ey—IO"'NORTHCARouNA
p by Kiml Hom and Associates. Inc.Ina.
pNONE:le191 sT>-4000
Copyright Kimley—Horn and Associates, Inc., 2018
1 ©�1s
AHScY GREENWAY
SR—To of SR-2o
SIDEWALK SCALE: SEE SCALE BAA

CONSTRucT RI
fKITH 1.s' DEEP
(� j.U.� GRADATION -RAP, #17 STONE,
I I—J 11=I I— IF AND APPIR MA 1. ELY HEAD OF SEE PLANS FOR ELEVATION
10% STICKS BRANCHES TOE OF BANK '.f F1E
ETHAN IN
— I ! I—• DIAMETETE R, AND LEAF
PACK y
} _".,—TOE OF RIFFLE
TDP OF—*_
GRADED MIX OF 1'-12' RIP SECTION C -C BANKHEAD OF I _
IN�EL7 MATERIAL D NATURAL RIFFLE -
-r
POOL
8' - 10 SEE PR
OL
n s%, SECTION A -A
BANKFULL WIDTH
RIFFLE
2/3 BANKFULL. 107H `k FLAN PROFILE
BANKFULLCONSTRUCT RIFFLE WTH 1.5' DEW
Y' S�LFNGTIi)
I � COIR FIBER STONE, AND APPROXIMATELY 0% STICKS.
GRADATION OF 1'-12' RIP RAP, #57
MATTING (TYP) 01.2' YBi. BRANCHES HESS THAN 4' IN DIAMETER,
px ROPE ( — .'4,.�, P•' AND LEAF PACK
OF BANK TOE OF SLOPE
I�fTT I i ITTTI (f�(E I I I III (� I (i I I L I I TOP OF
RIFFLE
SECTION B -B PLAN VIEW SECTION B -B
1/2 BOULDER MEAN CONSTRUCTED RIFFLE
DIAMETER, TIP.
MEAN BOULDER DEPTH
FLOW _
KEY INTO BANK MIN. 17 - I I —I — I I I ( I III (I (—) f—t i 1—+ BANK GRADING ABOVE RIP 6'-1B• RIP RAP AT GRADE
PLAN
�/� —IIF— i l—I 11 f 1 -)III— —) I I� n- 1- (I-' —I I I— I I� RAP PER TYPICAL SECTION OR FLUSH WITI1 BANK
r LAN VIEW MEAN BOUNDER WIOYH � x-11 i=�—��T OR GRADING ON PLAN
6'-18' RIP RAP AT WATER SURFACE
NOTES GRADE/FLUSH WITH BANK
N
1. RACE FABRIC ON THE UPSTREAM SIDE OF THE MOST UPSTREAM TOE Or S.OPE
BOULDER SILL IN TIIE CONSTRUCTED RIFFLE. WATER SURFACE
2 BOULDER SILLS MAY OVERLAP AND ANCHOR THE BOULDER SILL
DIRECTLY UPSTREAM.
L THE BOULDER SILL MALL ALL BE CONSTRUCTED TO BE SECTION A -A TOE of SLOPE
SUBMERGED OR COVERED AT LOW FLOWS.A. BOULDER SHALL HAVE A MEAN DIAMETER OF 30'. 18' DEEP
15' DEEP POOL SEC1 ON
RIFFLE SECTION
LOG DIAM. 18'- 2e
BANKFULL
EDGE OF WATER
F�ow
EDGE OF WATER
BANKFULL
NAIL ALL UPSTREAM FACES OF
LOGS WITH NONWOVEN GEOTEXTILE
FABRIC. TYP.
BOULDER ROCK AND ROLL RIFFLE @
o
LOW ARA
I
t
BOULDERS TO BE BURIED AND PLACED
AT EDGE OF WATER PARTIALLY INTO
PLAN VIEW
SEE PROFILE FOR SPACING
BETWEEN LOGS, TYP.
KEY INTO BANK MINIMUM OF
♦.0'
r- EXCAVATED PODL PER
PROFILE
BANKFULL
. .EDGE OF WATER
FLOW
EDGE OF WATER
BANKFULL
ID ROCK TOE PROTECTION
4AL WATER MEETS THE BANKS
NOTES:
1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST UPSTREAM
LOG SILL IN THE CONSTRUCTED RIFFLE.
2. BOULDERS SHALL BE USED TO ANCHOR LOGS IF NEEDED.
3. LOG SILLS SHALL OVERLAP AND ANCHOR THE LOG SILL DIRECTLY
UPSTREAM.
4. THE LOG SILL SHALL ALL BE DESIGNED TO BE SUBMERGED OR
COVERED AT LOW FLOWS.
5. BOUDLERS SHALL HAVE A MINIMUM MEAN DIAMETER OF 30'.
LOG ROCK AND ROLL RIFFLE
NOT TO SCALE
ROCK TOE PROTECTION
NOT TO SCALE
HEADER LOC, TYP. WELL GRADED MIX OF 1'-12' RIP
SEE PROFILE FOR ELEVATION RAP, /5] STONE AND NATURAL
CHANNEL MATERIAL
FLOW
L LOW AREA, TYP
NAIL ALL UPSTREAM FACES OF LOGS WITH
NONWOVEN GEOTEXTILE FABRIC. TYP.
SE PROJECT SPECIAL PROVISIONS
SECTION A -A
a'
o - -
ti7I.
POOL PER
PREUMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
This document, together With the concepts and designs
presented herein, as an Instrument of service. is intended only
for the specific purpose and client for which it was prepared.
7
Reuse of and improper reliance on this document Without written
authorization and adaption by Kimley-Hoe and Associates. Inc.
� Copyright Kimley-Ham and Associates, Inc., 2018
CONTRACT SHEET
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. OATEI BENCH MARKS I JOB NO.P-05645-04/P-05644A-04
BANKFULL WIDTH I OF
r
}
F 1/2 BANKFULL 'MOTH
BENCH AT
4
1/2 BOULDER HEIGHTI —I .
CONSTRucT RI
fKITH 1.s' DEEP
(� j.U.� GRADATION -RAP, #17 STONE,
I I—J 11=I I— IF AND APPIR MA 1. ELY HEAD OF SEE PLANS FOR ELEVATION
10% STICKS BRANCHES TOE OF BANK '.f F1E
ETHAN IN
— I ! I—• DIAMETETE R, AND LEAF
PACK y
} _".,—TOE OF RIFFLE
TDP OF—*_
GRADED MIX OF 1'-12' RIP SECTION C -C BANKHEAD OF I _
IN�EL7 MATERIAL D NATURAL RIFFLE -
-r
POOL
8' - 10 SEE PR
OL
n s%, SECTION A -A
BANKFULL WIDTH
RIFFLE
2/3 BANKFULL. 107H `k FLAN PROFILE
BANKFULLCONSTRUCT RIFFLE WTH 1.5' DEW
Y' S�LFNGTIi)
I � COIR FIBER STONE, AND APPROXIMATELY 0% STICKS.
GRADATION OF 1'-12' RIP RAP, #57
MATTING (TYP) 01.2' YBi. BRANCHES HESS THAN 4' IN DIAMETER,
px ROPE ( — .'4,.�, P•' AND LEAF PACK
OF BANK TOE OF SLOPE
I�fTT I i ITTTI (f�(E I I I III (� I (i I I L I I TOP OF
RIFFLE
SECTION B -B PLAN VIEW SECTION B -B
1/2 BOULDER MEAN CONSTRUCTED RIFFLE
DIAMETER, TIP.
MEAN BOULDER DEPTH
FLOW _
KEY INTO BANK MIN. 17 - I I —I — I I I ( I III (I (—) f—t i 1—+ BANK GRADING ABOVE RIP 6'-1B• RIP RAP AT GRADE
PLAN
�/� —IIF— i l—I 11 f 1 -)III— —) I I� n- 1- (I-' —I I I— I I� RAP PER TYPICAL SECTION OR FLUSH WITI1 BANK
r LAN VIEW MEAN BOUNDER WIOYH � x-11 i=�—��T OR GRADING ON PLAN
6'-18' RIP RAP AT WATER SURFACE
NOTES GRADE/FLUSH WITH BANK
N
1. RACE FABRIC ON THE UPSTREAM SIDE OF THE MOST UPSTREAM TOE Or S.OPE
BOULDER SILL IN TIIE CONSTRUCTED RIFFLE. WATER SURFACE
2 BOULDER SILLS MAY OVERLAP AND ANCHOR THE BOULDER SILL
DIRECTLY UPSTREAM.
L THE BOULDER SILL MALL ALL BE CONSTRUCTED TO BE SECTION A -A TOE of SLOPE
SUBMERGED OR COVERED AT LOW FLOWS.A. BOULDER SHALL HAVE A MEAN DIAMETER OF 30'. 18' DEEP
15' DEEP POOL SEC1 ON
RIFFLE SECTION
LOG DIAM. 18'- 2e
BANKFULL
EDGE OF WATER
F�ow
EDGE OF WATER
BANKFULL
NAIL ALL UPSTREAM FACES OF
LOGS WITH NONWOVEN GEOTEXTILE
FABRIC. TYP.
BOULDER ROCK AND ROLL RIFFLE @
o
LOW ARA
I
t
BOULDERS TO BE BURIED AND PLACED
AT EDGE OF WATER PARTIALLY INTO
PLAN VIEW
SEE PROFILE FOR SPACING
BETWEEN LOGS, TYP.
KEY INTO BANK MINIMUM OF
♦.0'
r- EXCAVATED PODL PER
PROFILE
BANKFULL
. .EDGE OF WATER
FLOW
EDGE OF WATER
BANKFULL
ID ROCK TOE PROTECTION
4AL WATER MEETS THE BANKS
NOTES:
1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST UPSTREAM
LOG SILL IN THE CONSTRUCTED RIFFLE.
2. BOULDERS SHALL BE USED TO ANCHOR LOGS IF NEEDED.
3. LOG SILLS SHALL OVERLAP AND ANCHOR THE LOG SILL DIRECTLY
UPSTREAM.
4. THE LOG SILL SHALL ALL BE DESIGNED TO BE SUBMERGED OR
COVERED AT LOW FLOWS.
5. BOUDLERS SHALL HAVE A MINIMUM MEAN DIAMETER OF 30'.
LOG ROCK AND ROLL RIFFLE
NOT TO SCALE
ROCK TOE PROTECTION
NOT TO SCALE
HEADER LOC, TYP. WELL GRADED MIX OF 1'-12' RIP
SEE PROFILE FOR ELEVATION RAP, /5] STONE AND NATURAL
CHANNEL MATERIAL
FLOW
L LOW AREA, TYP
NAIL ALL UPSTREAM FACES OF LOGS WITH
NONWOVEN GEOTEXTILE FABRIC. TYP.
SE PROJECT SPECIAL PROVISIONS
SECTION A -A
a'
o - -
ti7I.
POOL PER
PREUMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
This document, together With the concepts and designs
presented herein, as an Instrument of service. is intended only
for the specific purpose and client for which it was prepared.
7
Reuse of and improper reliance on this document Without written
authorization and adaption by Kimley-Hoe and Associates. Inc.
� Copyright Kimley-Ham and Associates, Inc., 2018
PREPARED 1N THE OFFICE OF,
■
Nc uceNSE rFatbz
I EIG EI TN YXLE ST., SUITE boll
i m ey ��� o rn R,ueIaH.NOR?n­I7_=OUNA 2MI
PHONE RJR�wzzooa-zoos
©�^tb
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. OATEI BENCH MARKS I JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY DESIGNEO By JLM
SEVER OETAILEO BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET N0.
WATER CHECKED BY
-tt of SIR—zo
SIDEWALK SCALE: SEE SCALE BAR

PLANTING ZONE DESCRIPTIONS AND NOTES"
ZONE 1 - LINE STAKE PLANTINGS
LOCATION DESCRIPTION:
CHANNEL BANKS FROM CHANNEL BOTTOM TO BANKFULL, INCLUDING LOW FLOW CHANNEL BENCH.
PROPOSED GRADED BANK APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS. SOIL AMENDMENT SHALL BE SUITABLE FOR STREAM
BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER INUNDATION.
2. APPLY TEMPORARY SEED AND RIPARIAN SEED MIXTURES PER TABLES 2 AND 3 ON THIS SHEET AND
THE SPECIFICATIONS.
3. INSTALL COIR FIBER MATTING ON NEWLY GRADED STREAM BANK SLOPES.
4. INSTALL LIVE STAKE PLANTINGS IN ACCORDANCE WITH TABLE 1, LIVE STAKE DETAIL THIS SHEET, AND
THE SPECIFICATIONS.
®
ZONE 2 - BANKFULL PL.ANTPNCIS
LOCATION DESCRIPTION:
CHANNEL BANKS FROM BANKFULL TO TOP OF BANK.
APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS. SOIL AMENDMENT SHALL BE SUITABLE FOR STREAM
BANK APPUCATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER INUNDATION.
2. APPLY TEMPORARY SEED AND RIPARIAN SEED MIXTURES PER TABLES 2 AND 3 ON THIS SHEET AND
THE SPECIFICATIONS.
3. INSTALL COIR FIBER MATTING ON NEWLY GRADED STREAM BANK SLOPES.
4. NSTALL BARE ROOT PLANTINGS IN ACCORDANCE WITH TABLE 1, BARE ROOT DETAIL THIS SHEET, AND
THE SPECIFICATIONS.
ZONE 3 - LINE WAKE PL.ANQENf3S N F P RAP AREAS
LOCATION DESCRIPTION'
CHANNEL BANKS FROM CHANNEL BOTTOM TO BANKFULL, IN AREAS ADJACENT TO EXISTING RAIL ROAD BED
THAT IS RIP RAP MATERIAL
PROPOSED GRADED BANK APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS. SOIL AMENDMENT SHALL BE SUITABLE FOR STREAM
BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER INUNDATION.
2. INSTALL LIVE STAKE PLANTINGS IN ACCORDANCE WITH TABLE 1, LIVE STAKE DETAIL THIS SHEET, AND
THE SPECIFICATIONS.
3. PLANT SPACING CENTER DENSITY SHALL BE B FEET ON CENTER FOR ZONE 3.
EM ZONE 4 - D ISWFA ED EASEMENT PLANTtM
LOCATION DESCRIPTION'
EASEMENT AREAS WITHIN THE PROJECT, NOT INCLUDING GREENWAY SHOULDER OR DRAINAGE SWALES.
PLANT ONLY IN DISTURBED AREAS. DO NOT DISTURB EXISTING TREES OR ANY CONFLICTING AREAS
WITH THE LANDSCAPE PLANS.
APPLICATION:
1. APPLY TO PROPOSED UTILITY ACCESS AREAS AND EXISTING UTILITY ACCESS AREAS UTILIZED
DURING CONSTRUCTION AS HAUL ROADS
2. AMEND SOILS NTH TOPSOIL AS DESCRIBED IN SPECIAL PROVISIONS.
3. APPLY TEMPORARY SEED AND UTILITY EASEMENT SEED MIXTURES IN ACCORDANCE WITH TABLES 2
AND 4 ON THIS SHEET, AND THE SPECIFICATIONS.
4. APPLY WHEAT STRAW MULCH PER NOTES THIS SHEET, AND THE SPECIFICATIONS.
BEE ZONE 5 - NVABNM AND D EEIM R931EOVAL
LOCATION DESCRIPTION:
AREAS WITHIN THE STREAM TOP OF BANK THAT ARE UNDISTURBED BY PROPOSED CONSTRUCTION
ELEMENTS. THESE AREAS SHALL BE CLEARED OF EXOTIC VEGETATION AND DEBRIS IDENTIFIED BY THE
CITY. ALL REMOVED VEGETATION AND DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE. DEBRIS
SHALL INCLUDE, BUT NOT BE LIMITED TO, TRASH, FALLEN TREES, BRANCH PILES, CONCRETE,
MISPLACED RIP RAP, AND BRICKS.
APPLICATION:
1. CONTRACTOR TO CONDUCT ONSITE MEETING WITH THE CITY TO FLAG DEBRIS AND AREAS OF
EXOTIC AND INVASIVE SPECIES REMOVAL WITHIN THE PROJECT CORRIDOR.
2. REMOVE EXOTIC AND INVASIVE SPECIES AND DEBRIS ACCORDING TO THE PROJECT SPECIAL
PROVISIONS.
CONTAINER GROWN PLANT
MATERIAL REMOVE ENTIRE
CONTAINER FROM AROUND
PLANT PRIOR TO PLANTING
A MIN. EARTHEN SAUCER
AROUND 1
PLANTINGS.
4-6" IN. DEPTH
TILLED/AMENDED SOIL REF.
SPECIAL PROVISIONS
EXCAVATE RT TO TWO TIMES
THE WIDIN OF ROOTBALL.
AMEND SOLS. AND SCARIFY
SIDES OFPIT SO THAT SIDES
ARE NOT SMOOTIT/GLAZED
ROOT BALL
IN SANDY/WIE L DRAINED SOIL SET
OF
ON -CENTER (O.C.) PLANT SPACING
IS ZONE SPECIFIC
LE
SEE PLANTING TAB1 ON SHEET PP-&
FEET O.C.FEET FED FE
PEC
-SIb�
FIT'6
UNDISTURBED
SUBGRADE.
TYP.
1. AVERAGE FEEL ON CENTER SPACING.
Z. AVERAGE NUMBER PER 1.000 SQUARE FEET OF PLANTING ZONE.
3. 'LIVE STAKE SPACING FOR ZONE 3 SHALL BE 9 FEET ON CENTER
GENERAL NOTES
TEMPORARY PLANTING AND PERMANENT SEEDING SHALL OCCUR IMMEDIATLEY AFTER CONSTRUCTION TO STABILIZE AREAS OF BARE SOIL PERMANENT PLANTINGS SHALL BE
COMPLETED BETWEEN NOVEMBER 15 AND MARCH 1. HOWEVER, PLANTING MAY OCCUR OUTSIDE THIS WINDOW AS APPROVED BY DESIGN ENGINEER.
APPLY SOIL AMENDMENTS TO DISTURBED AREAS ACCORDING TO THE FOLLOWING TABLE AT 1.000 LBS/ACRE (UNLESS SOIL TESTING INDICATED OTHERWISE AS APPROVED BY ENGINEER):
911,
0O0
APPLY LIME TO ADJUST SOIL PH IN ACCORDANCE WITH THE SPECIFICATIONS
EXOTIC AND INVASIVE VINES AND GRASSES SHALL BE TREATED AND REMOVED INSIDE ALL OF THE PLANTING ZONES
MULCH
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING, WITH BIODEGRADABLE NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE RESEED. REPERMUZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF NCDENR EROSION AND
SEDIMENT CONTROL DESIGN MANUAL
SEE EROSION AND SEDIMENT CONTROL PLANS AND SPECIAL CONDITIONS FOR GROUND COVER ESTABUSMENT REQUIREMENTS GROUND COVER MUST BE ESTABLISHED ON ALL
DISTURBED SURFACES PER NCDENR REQUIREMENTS OR SPECIAL CONDITIONS WHICHEVER IS MORE STRINGENT.
RE -ROOT SEEDLING
DY SEEDLING PLUG
RBACEOUS PWG PLANING
MULCH AN B SEED LAYER. MEAT
STRAW OR HYDROSEED. SEE
PLANTING NOTES
NOTES
INSTALL WOVEN
FD
SEED AMULCH
II er NO
SEE SPECIAL CONDITIONS FOR INSTALLATION AND
CARE OF LIVE STAKES AND LIVE CUTTINGS
OP SURFACE ELEVATION SECTION VIEW
ROOTBALL RUSH WITH FINAL EXISTING PLANTINGS
GRADE.TYPICAL PLANTING DETAL
NOT TO SCALE
NOTE:
MEN PLANTING BARE ROOTS OR
LARGE PW GS IN AREAS MATTED WITH
COIR MAT, DDWrCUrJMIOM
10111111 MUST BE SPREAD BY HMD
AND BARE ROOTS AND URGE PLUGS
ARE TO BE INSTALLED IN ENLARGED
OPENING WITHOUT DAMAGING ROPES.
This document. together with the Concepts and design, PREPARED IN THE OFFICE OF:
presented herein, as an instrument of service. is intended only ■MA _
for the specific purpose and client for .doth it nae prepared. Ki ■ ■ ■ ey >>> Horn Nc L1CeN5E-0103
Reuse of and improper liana an thio document without written 42, EAYET ORTNE ST., 6IM 2M
\rULEIGN. NORTH RST, luM weo,
authorization and adoption by Kimley-Horn and Associates. Inc. oNE Is+slsn-zooP
Copyright Kimley-Horn and Associates, Inc., 2018
BUSHED PLANT SHOW
INFORMATION ONLY
INSTALL WOODEN STAKES
TO SECURE COIR FIBER
MATTING DETAIL
LONGER STAKES SHOULD BEJ P
PLACED HIGHER ON THE BANK TO
HELP WITH PENETRATION INTO THE
TABLE 1: TREES AND SHRUBS PLANTING TABLE
WATER TABLE.
PERCENT
MIX
2'-3' LIVE CUTTING (DORMANT)
Seale rerrale
LIVE
STAKE INSTALLATKNI
AUG 15 - MAY 15
PLANT SPACING
SCIENTIFIC NAME
COMMOM
NAME
TYPE
PERCENT MIX
FEET
ON1
CENTER
NUMBER PER
1,000 SF
Oraholaramosa
Browntop Millet
ZONE 1, 3-
AUG 15 - DEC 31
Urxhdar—a
Browntop Millet
SaflTserire.
Silky Willow
LIVE STAKE
30
2-3
185
Cornua amomum Silky Dogwood LIVE STAKE 30
Samin,cus carrade.sis Elderberry LIVE STAKE 10
Salu nigra Black Willow LIVE STAKE 5
Alnusse-daur Tag Alder LIVE STAKE 25
5
Sohim hyri.ms,r,Ywrium
ZONE 2
5
Ely—rip—
Riverbank Wldrye
Cornus amarum
Silky Dogwood
BARE ROOT
10
7-g
BB
Gindera benzoin Spieebush BARE ROOT 10
B-1. nigra River Birch BARE ROOT 10
Iles glabra Inkberry, BARE ROOT 10
Quercus phelfas Willow Oak BARE ROOT 10
Plant—oecid-ali.T Sycamore BARE ROOT 5
Cephalauhus occidenmUs Button Bush BARE ROOT 10
Aroma jRed Chokeberry BARE ROOT 10
Quercus fdcara IRed Oak BARE ROOT 10
Cary. ay.ra ISh.gb.rk Hickory BARE ROOT 5
Giriadendro. rdipfera 1yellow Poplar BARE ROOT 5
Dioapyroavbgiana IPersimmon BARE ROOT 5
1. AVERAGE FEEL ON CENTER SPACING.
Z. AVERAGE NUMBER PER 1.000 SQUARE FEET OF PLANTING ZONE.
3. 'LIVE STAKE SPACING FOR ZONE 3 SHALL BE 9 FEET ON CENTER
GENERAL NOTES
TEMPORARY PLANTING AND PERMANENT SEEDING SHALL OCCUR IMMEDIATLEY AFTER CONSTRUCTION TO STABILIZE AREAS OF BARE SOIL PERMANENT PLANTINGS SHALL BE
COMPLETED BETWEEN NOVEMBER 15 AND MARCH 1. HOWEVER, PLANTING MAY OCCUR OUTSIDE THIS WINDOW AS APPROVED BY DESIGN ENGINEER.
APPLY SOIL AMENDMENTS TO DISTURBED AREAS ACCORDING TO THE FOLLOWING TABLE AT 1.000 LBS/ACRE (UNLESS SOIL TESTING INDICATED OTHERWISE AS APPROVED BY ENGINEER):
911,
0O0
APPLY LIME TO ADJUST SOIL PH IN ACCORDANCE WITH THE SPECIFICATIONS
EXOTIC AND INVASIVE VINES AND GRASSES SHALL BE TREATED AND REMOVED INSIDE ALL OF THE PLANTING ZONES
MULCH
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING, WITH BIODEGRADABLE NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE RESEED. REPERMUZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF NCDENR EROSION AND
SEDIMENT CONTROL DESIGN MANUAL
SEE EROSION AND SEDIMENT CONTROL PLANS AND SPECIAL CONDITIONS FOR GROUND COVER ESTABUSMENT REQUIREMENTS GROUND COVER MUST BE ESTABLISHED ON ALL
DISTURBED SURFACES PER NCDENR REQUIREMENTS OR SPECIAL CONDITIONS WHICHEVER IS MORE STRINGENT.
RE -ROOT SEEDLING
DY SEEDLING PLUG
RBACEOUS PWG PLANING
MULCH AN B SEED LAYER. MEAT
STRAW OR HYDROSEED. SEE
PLANTING NOTES
NOTES
INSTALL WOVEN
FD
SEED AMULCH
II er NO
SEE SPECIAL CONDITIONS FOR INSTALLATION AND
CARE OF LIVE STAKES AND LIVE CUTTINGS
OP SURFACE ELEVATION SECTION VIEW
ROOTBALL RUSH WITH FINAL EXISTING PLANTINGS
GRADE.TYPICAL PLANTING DETAL
NOT TO SCALE
NOTE:
MEN PLANTING BARE ROOTS OR
LARGE PW GS IN AREAS MATTED WITH
COIR MAT, DDWrCUrJMIOM
10111111 MUST BE SPREAD BY HMD
AND BARE ROOTS AND URGE PLUGS
ARE TO BE INSTALLED IN ENLARGED
OPENING WITHOUT DAMAGING ROPES.
This document. together with the Concepts and design, PREPARED IN THE OFFICE OF:
presented herein, as an instrument of service. is intended only ■MA _
for the specific purpose and client for .doth it nae prepared. Ki ■ ■ ■ ey >>> Horn Nc L1CeN5E-0103
Reuse of and improper liana an thio document without written 42, EAYET ORTNE ST., 6IM 2M
\rULEIGN. NORTH RST, luM weo,
authorization and adoption by Kimley-Horn and Associates. Inc. oNE Is+slsn-zooP
Copyright Kimley-Horn and Associates, Inc., 2018
BUSHED PLANT SHOW
INFORMATION ONLY
INSTALL WOODEN STAKES
TO SECURE COIR FIBER
MATTING DETAIL
LONGER STAKES SHOULD BEJ P
PLACED HIGHER ON THE BANK TO
HELP WITH PENETRATION INTO THE
SPECIES
NAME
WATER TABLE.
PERCENT
MIX
2'-3' LIVE CUTTING (DORMANT)
Seale rerrale
LIVE
STAKE INSTALLATKNI
AUG 15 - MAY 15
NOT TO SCALE
TYPE
TABLE 2: TEMPORARY SEED MIXTURE (130 be/acre)
ALL ZONES
SPECIES
NAME
COMMON
NAME
PERCENT
MIX
PLANTING DATE
Seale rerrale
Rye Grain
75
AUG 15 - MAY 15
Triricue, aesrlrum
Wheat Grass
10
AUG 15 - MAY 15
Galium mulrflorum
Annual Rye
10
AUG 15 - DEC 31
Oraholaramosa
Browntop Millet
5
AUG 15 - DEC 31
Urxhdar—a
Browntop Millet
BO
MAY 16 - AUG 14
Seale cereal,
Rye Grain
10
MAY 16 - AUG 14
Galium ..Malo—
Annual Rye
10
MAY 16 - AUG 14
TABLE 3 RIPARIAN SEED MIXTURE
(30 be/acre)' ZONES 1 AND 2
SPECIES
NAME
COMMON NAME
PERCENT
MIX
Rudbe,kia Mdnia
Blockeyed Susan
20
Juncueffmw
Soft Rush
10
Carer vulpindoidea
Fox Sedge
10
Panicum clandesrinurn
Deertongue
8
Chamaecrisra f icufara
Partridge Pea
10
Can. pen)Mica
PennsylVonio Sedge
5
Panin,m rigidulum
Redtop Ponicgrass
5
C/msmamhiam larfdiam
River Oats
5
Andropagan virginicus
Broomeedge
5
Coreopsis rincNria
Golden Tlckseed
5
Sohim hyri.ms,r,Ywrium
Little Bluestein
5
Ely—rip—
Riverbank Wldrye
5
Pardrum rirgaram
Switchgr.e.
2
Bourdoua aurripendufa
Sidsoats Grama
2
19-10oaa gracifiis
Blue Grama
4
1. SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL
TABLE 4 EASEMENT SEED MIXTURE ZONE 4
SPECIES
NAME
COMMON
NAME
PERCENT
MIX
APPLICATION
RATE
Mulenhergia capillaris
Pink Muhly Grass
30
1 GAL 24" O.C.
ScMrachyriumscparium
Little Bluestein Grass
30
1 GAL 12" O.C.
Cares-1p,.doidea
Horsemint
10
1 GAL 24" O.C.
Monarda puncram
Autumn Bride
10
1 GAL 36" O.C.
Heuchera viffi-
Rozonne
10
1 GAL 36" O.C.
Geraniums"Ro-anm
Redberklafulgida
Goldstrum Black
Eyed Susan
10
1 GAL 36" O.C.
CONTRACT SHEET
OF
DESIGNED BY
DETAILED BY
CHECKED BY
SCALE: SEE SCALE E
CITY OF GREENSBORO
ENGINEERING DIVISION
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET NO.
SR_12 OF SR -20
-0/6 1 I/*
LIVE STAKE DRIVEN
AT R04T ANGLE TO
SEEDUNG
CUT TOP END T.
AND CUP OFF HAMPER
SURFACE SLOPE,
DAMAGE.
GROUND
EARC
SAUCER
LATERAL DUD
4
F
SMACE
AMENDED SQL PER
FACING UPWARD
i
SPECIAL PROVISIONS
NDISTURBED
SQL
BARK RIDGE;
UNDAMAGED BARK
SIDE BRANCH
'26
REMOVED
^
LOW RETABLE
1
WATER TABLE
4W
BARE ROOTBUTT PLAIYTNG
NOT TO SCALE
PRELIMINARY DESIGN
LIVE STAKE DETAIL
� sREaTLL camas FOR INSTALLA1IG1 AND
NOT TO SCALE
CARE OF BARE ROOT PLANTINGS.
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
DESIGNED BY
DETAILED BY
CHECKED BY
SCALE: SEE SCALE E
CITY OF GREENSBORO
ENGINEERING DIVISION
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET NO.
SR_12 OF SR -20

PLANTING PLAN LEGEND
ZONE 1 - LIVE STAKE PLANTINGS
® ZONE 2 - BANKFULL PLANTINGS
ZONE 3 - LIVE STAKE PLANTINGS IN RIP RAP AREAS
ZONE 4 - UTILITY EASEMENT PLANTINGS
ZONE 5 - DEBRIS AND INVASIVES REMOVAL
CONTRACT SHEET
OF
5 A
YWy Yx'.
77µ
z to
app
This document. together with the concepts and designs
presented herein, ae an instrument of service, is intended only
for the pacific purpose and client for which it was hwit ed.
Reuse of and improper conte on this document without written
authorization and adoption by Kimby-Horn and A—ciatea. Irla.
Copyright Kimley—Hom and Associates, Inc., 2018
MEPMED IN nEOFnM OF:
■ RC LKtssEa,c:
RKEIGN.NORTI UROLIFME3]a01
Ki m I ey >>> H o r n <] E�YETTEVl1E
a,wnE: Ie,slsn-z000
©m,.
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY DESIGNED BY .ILK
SEWER DETAILED BY
DOWNTOWN GREENWAY PHASE 4 AC
A&Y GREENWAY
WATER CHECKED BY
SIDEWALK SCALE: SEE SCALE BAR
PREUMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
SHEET NO.
SR-13OF SR -201

PLANTING PLAN LEGEND
ZONE 1 - LIVE STAKE PLANTINGS
® ZONE 2 - BANKFULL PLANTINGS
® ZONE 3 - LIVE STAKE PLANTINGS IN RIP RAP AREAS
® ZONE 4 - UTILITY EASEMENT PLANTINGS
EM ZONE 5 - DEBRIS AND INVASIVES REMOVAL
a r
SECTION 1: FREEMAN MILL ROAD TO SPRING GARDEN STREET
ThI. document, together with the concept. and design PREPMM IN 1 a CE OP.
prevented herein, as on instrument of service, I. intended only ■ Nc ucENSE rFo,oz
far the specific purpose and client for which it woo prepared.
j az, rnvEnEVIUE sr., sum: see
Reuse of and improper rolianca ml thio document without written
i m ey >> o r n R�E�N, NoarNaMouN. zr�,
authorization and adoption by Kimley—Ham and Associates, Inc. PHONE: 19,9)eP.2(ae
Z. Copyright Kimley-Hom and Associates, Inc., 2018
CONTRACT SHEET
OF
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
- L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
9 90 B0 STREAM
ENHANCEMENT
44A-04 CITY OF, GREENSBORO
,1LM ENGINEERING DIVISION
DOWNTOWN GREENWAY PHASE 4 dl: SHEET N0.
A A&Y GREENWAY sR-14oF sH-zo

PANTING PLAN LEGEND
® ZONE 1 - LIVE STAKE PLANTINGS
® ZONE 2 - BANKFULL PLANTINGS
® ZONE 3 - LIVE STAKE PLANTINGS IN RIP RAP AREAS
ZONE 4 - UTILITY EASEMENT PLANTINGS
ZONE 5 - DEBRIS AND INVASIVES REMOVAL
This document. together with the cone PREPARED IN THE OFRCE 6:
n Pte and denigna
far
presented s herein, as instrument of service, is tended only ■
for the specific pr p er and client for which it was out written
Ki m ey >>> H o r n NC EIGH, eF-0,a]
Roves of and improper reliance an this document without critter FaTEwie sr., sure sao
u�FIaN,NORtN uaeura zieo,
authorization and adoption by Kimley—Hom and Aesoaatp. Inc. =�oNE.,s,slsn-zom
Copyright Kimley—Hom and Associates, Inc., 2018 ©m,e
SECTION 2: MCGEE STREET TO MARKET STREET
HUAUw
SEWER
WATER
SIDEW
DESIGNED BY JLN
CONTRACT SHEET
OF
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
- L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
a as w
STREAM
ENHANCEMENT
CITY OF GREENSBORO
ENGINEERING DIVISION
DOWNTOWN GREENWAY PHASE 4 & SHEET NO.
A&Y GREENWAY SR -15 OF SR -20

PLANTING PLAN LEGEND
® ZONE 1 — LIVE STAKE PLANTINGS
® ZONE 2 — BANKFULL PLANTINGS
® ZONE 3 — LIVE STAKE PLANTINGS IN RIP RAP AREAS
00 ZONE 4 — UTILITY EASEMENT PLANTINGS
90 ZONE 5 — DEBRIS AND INVASIVES REMOVAL
TV
K
N
LJ
W
(n
LJ
Z
J
2
f—
Q
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
— L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
SECTION 2: MCGEE STREET TO MARKET STREET
LOD —LOD
o
--LODLOD ---LOD
C/)
CONTRACT SHEET
OF
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
This document. together with the concepts and designs
presented herein, as an instrument of service. ie intended only
for the specific purpose and client for which it was prepared.
Reuss Reuss of and improper reliance client
this document without written
authorization and adoption by Kimley—Hom and Associates. Inc.
Copyright Kimley—Horn and Associates. Inc., 2018
PREPARE n IN THE OFACE Or:
• c ucsNse xvamz
K� /�� / \` O Pr 11GI.I RTH s*. SO -
CY 11 w,�F-AX r+AI CAeaiw. nsm
noeE.,9,e,sn-zoso
©zo,a
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY DESIGNED BY JLM
SEWER DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET ND.
WATER ICHECKED BY
sR—isoF sR—zo
SIDEWALK ISCALE: 5EE SCALE BAR

PLANTING PLAN LEGEND
® ZONE 1 — LIVE STAKE PLANTINGS
® ZONE 2 — BANKFULL PLANTINGS
® ZONE 3 — LIVE STAKE PLANTINGS IN RIP RAP AREAS
ZONE 4 — UTILITY EASEMENT PLANTINGS
90 ZONE 5 — DEBRIS AND INVASIVES REMOVAL
a
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
— L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
G
47�,.•er.�.'!'.a�'I
wfila �•,�ar a
j ••Y
.azo✓ ;- .,,,;•'
VON
�� i,:,,,r',i� i/%...r�� .tel/,:•
COMPACT SHEET
DF
SECTION 3: MARKET STREET TO THE GREENSBORO THEATER
y
30
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
This document, together with the concepts and deeiyne
presented heroin, as an instrument at service. ie intended only
for the epecitic purpose and client for which it woe propend.
Reuea of and improper rand client
nt this document without written
authorization and adoption by Kimley-Horn and Associates, ins
Copyright Kinr Horn and Associates, Inc., 2018
PREPARED IN nE OFFICE OP:
■ cucenssrFn,oz
Ki I /�� /\� 0 �� AVErrEvniE s*., suire sea
CY 1 ', 1AII ILLS Ra:w. ziso,
_ -
Jao,e
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO. P -05645 -04/P -05644A-041
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY DESIGNED BY JLM
SEWER DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET N0.
WATER CHECKED BY
SR -17 OF SR -201.
SIDEWALK SCALE: SEE SCALE BAR

PLANTING PLAN LEGEND
® ZONE 1 — LIVE STAKE PLANTINGS
® ZONE 2 — BANKFULL PLANTINGS
® ZONE 3 — LIVE STAKE PLANTINGS IN RIP RAP AREAS
ZONE 4 — UTILITY EASEMENT PLANTINGS
ZONE 5 — DEBRIS AND INVASIVES REMOVAL
Lij
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
— L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
0)
SECTION 4: GUILFORD AVENUE TO SMITH STREET
7
CONTRACT SHEET
OF
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
PREPARED M TAE OFFICE ar:
REVISIONS
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
This document, together with the concepts and designs
presented herein, ae an instrument of service, ie intended only
■MA
ROADWAY
DESIGNED BY ULM
ENGINEERINGDIVISION
for theandspecific propere and client for which it war prepared
Reuse of and improper reliance an this document without written
K�
ey >>>
Horn
L'pYN EE -0iEz
_L
-.
SEWER SEWER
DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
authorization and adoption by Kimley-Hom and Aeeociates. Inc.
■ ■ ■
sn-mo.
MATER
CHECKED BY
Copyright Kimley-Horn and Associates, Inc., 2018
A&Y GREENWAY
SR -18 OF SR -2C
SIDEWALK
SCALE: BEE SCALE BAR

PLANTING PLAN LEGEND
® ZONE 1 - LIVE STAKE PLANTINGS
® ZONE 2 - BANKFULL PLANTINGS
® ZONE 3 - LIVE STAKE PLANTINGS IN RIP RAP AREAS
ZONE 4 - UTILITY EASEMENT PLANTINGS
ZONE 5 - DEBRIS AND INVASIVES REMOVAL
ao
Qf
U3
W
W
V)
w
z
J
U
H
Q
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
- L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
mss: � - --A.�.�— ., � � �,•,�,:��>E�
�-� 1 ��iv�:�i�D► •®®g•�®�®se®e®®s�sl� � ®�� �' ss ss®ux
•.......- � � .i.. .r .vas � tea, - ear
�8�>ff.�.�.��.rrr���.�r����������r _ .•._�.. lam. _ =-_ �� ��� Ap®o �ta�a„ , . ��®�`eeeee�e®®...�+� _ �® a�w���`O�A�ts�ee�"�I���i�®. . .
1 154,t4 e0G
SECTION 4: GUILFORD AVENUE TO SMITH STREET
/. 10
CONTRACT SHEET
OF
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
This document, together rich the tot ser and denten
presented herein, as an instrument of service, is intended only
far the specific purpose and GieM for which R wa. PrePa�d.
Re of and improper reliance an this document wiNout written
autharimZ and adoption try Kemley—Hom and Asexiatss, Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
RRFPARED In THE OFFICE Dr.
■
.sure sao
r� u�E" NOE ru alw. nsc,
Ki m I ey >>> H o r n, aEF,� E _-
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO. P -05645 -04/P -05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY OESIGNE❑ By JLM
SEWER DETAILED BY
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET NO.
WATER CHECKED By
SR -19 OF aR-zo
SIDEWALK SCALE: SEE SCALE BAR

PLANTING PLAN LEGEND
® ZONE 1 — LIVE STAKE PLANTINGS
® ZONE 2 — BANKFULL PLANTINGS
® ZONE 3 — LIVE STAKE PLANTINGS IN RIP RAP AREAS
ZONE 4 — UTILITY EASEMENT PLANTINGS
ZONE 5 — DEBRIS AND INVASIVES REMOVAL
"15e
NOTES:
1. REMOVE DEBRIS AND INVASIVE SPECIES
FROM CHANNEL AND BANK INCLUDING
UNNECESSARY RIP RAP.
2. SEE LANDSCAPE PLANS SHEETS L-100
— L-506 FOR PLANTING DETAILS
OUTSIDE OF STREAM PLANTING AREAS.
WE -
,i - • r - -
�kcUSE uw+ As sveaPleo BY uwoscAPe rt,ws ON sNerr L -sot
VE
gya,yyyy�� y��yey ����//Nfe�e»■���
��� T Here Iil! I •r1 3
?� r :S=fin
71 o
- �-- I . �._._ a .-- aaos .... a.os ....__._.. tax '� '--•-..� eor g
V
PREPARED IN THE OMCE aF:
This doe mere. ,together.an with the met of ser and deli e
presented heroin, purpose an instrument oR service, ie is pred only ■ Nc ��cE 1ar-0,rz
Ror the specific rerand client for which it was without
written
Ki m I ey >>> H o r n a . sa ST. SurE
Reuse of and improper reliance on this documpt without written � RA
authorization and adoption by Kimley-Horn and Asexiotes. Inc. vror�e�ise en zo pz�■�
Copyright Kimley-Horn and Associates, Inc., 2018 ©�a„
SECTION 5: HILL STREET TO NORTH BUFFALO CREEK
TYPE
CDNTRACT SHEET
of -
BENCH MARKS I JOB NO. P -05645 -04/P -05644A-041 CITY OF GREENSBORO
2
ES'GW0 BY dill ENGINEERING DIVISION
DETAILED BY DOWNTOWN GREENWAY PHASE 4 &
CHECKED BY
SCALE: BeE HCALE BM A&Y GREENWAY
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
STREAM
ENHANCEMENT
SHEET N0.
SR-20OF SR -20

I
r
CITY OF GREENSBORO
ENGINEERING & INSPECTIONS DEPAR
. �df
Lake La
Ei
-1
�>1- Y
W Wendove Ave.
7
,.� END PROJECT j
1 j ? g`
0
i� 7c
W W Market St
CoN
V✓ McGee St Carolina
Southern E Lee St
Spring Garde.St No ik INLt'e St BEGIN PR JE T
VICINITY MAP
N.T.S.
PERMIT DRAWING
SHEET 1 OF 24
BEGIN DONNTONN GREENWAY PHASE
CITY PROJECT P-05645-04
BEGIN CONSTRUCTION
-GI- STA IO+22DO
SUM MARY TABLE
ENGINEERING DIVISION
DOWNTOWN GREENWAY PHASE 4 & A&Y GREENWAY
CITY PROJECT NOS -P-05645-04 & P -05644A-04
LIMITS: FROM SPRING GARDEN STREET TO
NORTH OF BENJAMIN PARKWAY
BUFFER PERMIT PACKAGE
hU "
a i!'
;pT e I CCpgT ��n
1-z sr F SITE I
PoZ Cl
� c2
G, Cr
SITE NUMBER
IMPACT
TYPE
BUFFER ZONE 1IMPACTS BUFFER ZONE 2IMPACTS
TEMPORARY(SF) PERMANENT SF TEMPORARY(SF) PERMANENT SF
1
Greenway
10324
12049
1808
7135
1
Stream
0
7261
0
0
2
Greenway
14849
9833
1973
12454
2
Stream
0
2156
0
0
3
Greenway
5210
8939
2370
4857
3
Stream
0
1019
0
0
4
Greenway
6360
10454
2SS7
4147
4
Stream
0
1376
0
0
5
Greenway
3663
15159
3554
6033
6
Greenway
1821
10411
1825
1072
7
Greenway
1843
5615
749
4269
TOTAL
44069
84272
14837
39966
Ooh~ CEOgR �
y2v SITE 2 sr
31-
3
-Gl- STA 33+231X)
-G2- STA 34+97.00
SURVEYORS:
SPATIAL DATA CONSULTANTS, Inc.
1C WALLER 8 ASSOCIATES, PC
SITE 4
END DOWNTOWN GREENWAY PHASE 4
CITY PROJECT P-05645-04
BEGIN Aly
GREENWAY
SITE 3 CITY PROJECT P 05644,0-04
-G2- STA 56+8200
END CONSTRUCTION
All,
O
yOh'
UJ
CS
C5
yb
SITE 5
r't1' y1 � ST
-YB- STA 13+67.00
-G3- STA 65+58,00
-YB- STA
SITE 7
E7
CONTRACT SHEET
OF
�MUSTC
1LITY p0
P0, "f,
0
Or y m
BEFORE YOU DIG!
CONTACT ONE—CALL CENTER
1-800-632-4949
\ STANDARD TOPO SYMBOLS
CITY OF GREENSBORO
ENGINEERING DESIGN OI VISION
E.l.ting Nn.o]. 1/B (]abrlydl ..........
Pr000aed wnnol. I/e................................... ... �
(Q� Te]eco.aunicetf on, man, o 1, Ile- (]epalvdl ..................
Exfsf. Curd Inlet 5/32"-5/6." ...............................
Prof. Curd Inlet 5/32 -5/6." ................. .............
m
7: n. foot. 3/16"-5/16" ................... .. ......
....
Eafat. Te leFnon. Or Powr Pol. 3/32 ..... ..............
. O
Prop. Tele Or Poxer Pole 3/32 ...... ...............
j
City of Green.bpra S12 .1 Pole 3/32 (labeled) ..............
[7 v
G,Y Mire 3/32' ....................... ...... ................
v
Exist. Hydrant 3/32' ........................................
{}
Proo. fydrent 3/32 .................... ......................
.w
estervalve 3/32- (labeled) .................... .............
Prooaaea sere.. Livnt.................
Traffic Enp ineering Signal So. I,.,.........................
❑ v
Gas valve 3,32" .............................................
O
Grate or Orop Inlet M. 1.) 3/32" .................. ..........
i _ _ r
Ri gnt Of may fbnusent 3/32" .......... .......................
0
IranPi" 3/6." ........................................ .....
ore
meter5/6." .................................................
B
Electrical Outlet 5/6." (lebeleal ...........................
Gm.
T.l:carveslcet lona Boa Or Pepe, tel 5161- Il.bel.Pl.........
D
Exlat. Precise Traverse Point 7/64" (labeled) ...............
�..
le" e- L.,, Tre, 1/4' (labeled) .............................
PrdP. weer ane (labeled) ..................................
Over 20' tree 5/16" (label..l ...............................
Snrub5/32" .................................................
O
` SITE 6
BEGIN CONSTRUCTION
-G3- STA 66+00.47
ENGINEER:
2-a
or
Kimley)))Horn °-
al Ueda
.ter C 73-2033
1-73-2606
T�73-20e.OC 201] AVE _ E S1 uIIIEZ .wuE101tOTHCAwO . 5 73-2569
"GRAPHIC SCALE
1155 0 330
PLANS
100 0 330
PROFILE (HORIZONTAL)
1 0 3
PROFILE (VERTICAL)
rexowary Construction Easement......... I—— ...............
END A&Y GREENWAY
Clean at 1/15 -1/32(labeleo)............................
Exfat. Dirt Street ............ ............ __ ..............
-
Box Cul,art (Prop. Solid c Exist. Brok.nl...................
CITY PROJECT P 05644,0-04
Lipnt Pole 3/32"(]abeleol..................................
O,•
l3a RT,
END CONSTRUCTION
P oposed Pat.atrfan Llgnt...................... .............
{}
=
1
Prop. Curb C Gutter (snaaed C labeled) ......................
Prooaaea sere.. Livnt.................
o®
Sur,.y L-._ .............................................
�r /
�3- STA 84+101X)
inerldhair Re. (City of
i _ _ r
wC
centerLine .................................................
- —
Control Of 4ces. Line 5/i6" ................................
Exfat. Store Sew, (l ... led) ................................
m
C9
'
Exist. Water Line (labeled). ................ ..............
i
—G—
, s
PrdP. weer ane (labeled) ..................................
u
Ilndargrpund T.I.C.-nic.tlpn Cad" 'labeled) ..............
.
EX t.Sanitary Sever (labeled) ................ _ _ .....
._ _SS
•
G3-
P :, Sanitary Sear❑abeledl..............................
_
Eaft. Rfgnt 01 mer .........................................
----
4..,
GaOUND
Proodaed wrgfn.............................................
BPTTLEPVE
Eaaenent Uepe ledl..........................................
- - -
` SITE 6
BEGIN CONSTRUCTION
-G3- STA 66+00.47
ENGINEER:
2-a
or
Kimley)))Horn °-
al Ueda
.ter C 73-2033
1-73-2606
T�73-20e.OC 201] AVE _ E S1 uIIIEZ .wuE101tOTHCAwO . 5 73-2569
"GRAPHIC SCALE
1155 0 330
PLANS
100 0 330
PROFILE (HORIZONTAL)
1 0 3
PROFILE (VERTICAL)
F,nc, (lab.11dl .............................._ ..._ ........
rexowary Construction Easement......... I—— ...............
_E
Exfat. Dirt Street ............ ............ __ ..............
�.
Box Cul,art (Prop. Solid c Exist. Brok.nl...................
Exfat. Payment ..............................................
GuardRall ..................................................
Exit. Curb (labeled) .......... _...........................
- - - - _
addaxLine ......................................... .........
E -St. Curb a Gutter (labeled) ... .........................
_ = = = = =
1
Prop. Curb C Gutter (snaaed C labeled) ......................
E... fon control 1,,lce (COG std. me. 215 a .................
Sur,.y L-._ .............................................
�r /
SlopeLfn...................................................
i _ _ r
centerLine .................................................
- —
Exfat. Store Sew, (l ... led) ................................
ProP. Storm Sewr(labeled).................................
Game LTM (labeled) ..........................................
—G—
Tr .isslon Line c Tomer ...................................
u
Ilndargrpund T.I.C.-nic.tlpn Cad" 'labeled) ..............
—r—
I00% PLANS
Und.rground Powr Ll n.....
_ ................................
—P—
F,nc, (lab.11dl .............................._ ..._ ........
_X_
Railroad....................................................
Brldg. (Prop. Solid c Exist. Brox.n)........................
�.
Box Cul,art (Prop. Solid c Exist. Brok.nl...................
1�
GuardRall ..................................................
Madge. Or Bu..,. (label.dl..................................
addaxLine ......................................... .........
Exlet. Nou.,........................................ I.......
1
Tngorary S11t F.nP.........................................
E... fon control 1,,lce (COG std. me. 215 a .................
^
PROJECT SPECIFIC
Limits of Olatoro.nce.......................................
Norfolk Southern Railroad Pole (lebelea) .................... Cl .

10
J
Y
PERMIT DRAWING
SHEET 2 OF 24
DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural •L.\ riot Fill
Ground ?/ F o Slope
D
Min. D= 1 k.
FROM STA. 12+25 TO
STA. 12+60 -Gl- RT
FROM STA. 12+60 TO
STA. 13+17 -Gl- RT
FROM STA. 12+60 TO
STA. 13+17 -G1- LT
FROM STA. 14+30 TO
STA. 15+75 -Gl- RT
FROM STA. 17+25 TO
STA. 17+95 -Gl- RT
FROM STA. 21+25 TO
STA. 23+35 -Gl- RT
FROM STA. 24+35 TO
STA. 25+50 -Gl- LT
FROM STA. 25+50 TO
STA. 26+50 -Gl- LT
FROM STA. 30+50 TO
STA. 31+25 -Gl- LT
FROM STA. 31+25 TO
STA. 32+90 -Gl- LT
FROM STA. 35+35 TO
STA. 37+50 -G2- LT
FROM STA. 37+50 TO
STA. 37+75 -G2- LT
FROM STA. 41+00 TO
STA. 43+75 -G2- RT
FROM STA. 43+75 TO
STA. 44+00 -G2- RT
FROM STA. 49+00 TO
STA. 52+00 -G2- LT
FROM STA. 58+00 TO
STA. 58+85 -G2- LT
FROM STA. 69+75 TO
STA. 71+25 -G3- LT
FROM STA. 76+00 TO
STA. 76+50 -G3- RT
FROM STA. 76+50 TO
STA. 77+25 -G3- RT
FROM STA. 77+50 TO
STA. 79+00 -G3- LT
FROM STA. 78+47 TO
STA. 80+75 -G3- RT
FROM STA. 80+90 TO
STA. 84+10 -G3- RT
FROM STA. 83+75 TO
STA. 84+25 -G3- LT
DETAIL 6
BERM 'V' DITCH
( Not to Sclalle))'h'-�y
Natural 1 I I
Ground7
a
Min. D= 1 Ft.
b= 2.0 Ft.
FROM STA. 38+00 TO STA. 38+40 -G2- LT
DETAIL 7
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural o< Fill
Ground ?/ D e< Slope
LBJ Min. D= 1 Ft.
B= 4 Ft.
FROM STA. 55+00 TO STA. 57+60 -G2- LT
FROM STA. 39+39 TO STA. 39+56 -G2- LT
FROM STA. 40+00 TO STA. 40+75 -G2- RT
FROM STA. 48+15 TO STA. 49+00 -G2- LT
FROM STA. 14+75 TO STA. 15+00 -G2A- LT
FROM STA. 68+75 TO STA. 69+75 -G3- LT
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural of Fill
Ground 7•/ D E'N slope
Uj Min. D= 1 Ft.
B= 2 Ft.
FROM STA. 10+75 TO STA. 12+60 -G7- LT
FROM STA. 23+35 TO STA. 24+10 -Gl- RT
FROM STA. 52+25 TO STA. 55+00 -G2- LT
DETAIL 8
INLET CHANNEL - LOOKING DOWNSTREAM
( Not to Scale)
EXIST ������ l2' X 7' RCBC CLASS Il RIP RAP
GROUND (BUR/ED r) TO TOP OF CHANNEL
GEOTEXTILE IL D SILL I
Min. D = 6.0 F(. 3 B
B S VARIES I WITH CLASS FLOODPLAIN
RAP NCH
EXISTING TO 12'
Type of Liner = Class 'II' Rip -Rap
STA. 24+10 -Gl- (LT)
DETAIL 9
OUTLET CHANNEL -LOOKING DOWNSTREAM
( Not to Scale)
EXIST /2' X 7' RCBC CLASS 11 RIP RAP
GROUND (BURIED Y) TO TOP OF CHANNEL
V�
l5' l SILL
GEOTEXTILE
Min. D = 4.5 Ft. B
B - VARIESI 117HIGH FLOODPLAIN BENCH
EXISTING TO 10' WITH CLASS //RIP RAP
Type of Liner = Class 'II' Rip -Rap
STA.24+25 -Gl- (RT)
DETAIL 14
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural __L *%- Fill
Ground D
I 7/ Slope
D=
FROM STA. 15+75 TO STA. 17+25 -Gl- RT
DETAIL 4
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'min. 21
Grade �
GEOTEXTILE
Type of Liner= CLASS TOR 'II' RIP RAP (SEE PLANS)
FROM STA. 24+10 TO STA. 24+25 -Gl- RT
FROM STA. 24+25 TO STA. 24+35 -Gl- LT
STA. 31+25 -Gl- RT
DETAIL 2
OUTLET CHANNEL - LOOKING DOWNSTREAM
TOE PROTECTION
JOB NO.P-05645-04/P-05544A-G
( Not to Scale)
CLASS 11 RIP RAP
EXIST
GROUND
2 O 7' X 7' RCBC
(BURIED C)
CLASS 11 RIP RAP
TO TOP OFCHANNEL
Natural
.L\y\aQo
Ground
i�
Is
�.—b—.{
1 _ Td
d= 2 Ft.
LL
b= 2 Ft.
Geotextile
Type of Liner=
CLASS B Rip -Rap
FROM STA. 39+39 TO STA. 39+56 -G2- LT
FROM STA. 40+00 TO STA. 40+75 -G2- RT
FROM STA. 48+15 TO STA. 49+00 -G2- LT
FROM STA. 14+75 TO STA. 15+00 -G2A- LT
FROM STA. 68+75 TO STA. 69+75 -G3- LT
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural of Fill
Ground 7•/ D E'N slope
Uj Min. D= 1 Ft.
B= 2 Ft.
FROM STA. 10+75 TO STA. 12+60 -G7- LT
FROM STA. 23+35 TO STA. 24+10 -Gl- RT
FROM STA. 52+25 TO STA. 55+00 -G2- LT
DETAIL 8
INLET CHANNEL - LOOKING DOWNSTREAM
( Not to Scale)
EXIST ������ l2' X 7' RCBC CLASS Il RIP RAP
GROUND (BUR/ED r) TO TOP OF CHANNEL
GEOTEXTILE IL D SILL I
Min. D = 6.0 F(. 3 B
B S VARIES I WITH CLASS FLOODPLAIN
RAP NCH
EXISTING TO 12'
Type of Liner = Class 'II' Rip -Rap
STA. 24+10 -Gl- (LT)
DETAIL 9
OUTLET CHANNEL -LOOKING DOWNSTREAM
( Not to Scale)
EXIST /2' X 7' RCBC CLASS 11 RIP RAP
GROUND (BURIED Y) TO TOP OF CHANNEL
V�
l5' l SILL
GEOTEXTILE
Min. D = 4.5 Ft. B
B - VARIESI 117HIGH FLOODPLAIN BENCH
EXISTING TO 10' WITH CLASS //RIP RAP
Type of Liner = Class 'II' Rip -Rap
STA.24+25 -Gl- (RT)
DETAIL 14
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural __L *%- Fill
Ground D
I 7/ Slope
D=
FROM STA. 15+75 TO STA. 17+25 -Gl- RT
DETAIL 4
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'min. 21
Grade �
GEOTEXTILE
Type of Liner= CLASS TOR 'II' RIP RAP (SEE PLANS)
FROM STA. 24+10 TO STA. 24+25 -Gl- RT
FROM STA. 24+25 TO STA. 24+35 -Gl- LT
STA. 31+25 -Gl- RT
STA. 39+78 -G2- (RT)
DETAIL 11
DETAIL 10
OUTLET CHANNEL - LOOKING DOWNSTREAM
INLET CHANNEL - LOOKING DOWNSTREAM
JOB NO.P-05645-04/P-05544A-G
(Not to Scale)
CLASS 11 RIP RAP
EXIST
GROUND
2 O 7' X 7' RCBC
(BURIED C)
CLASS 11 RIP RAP
TO TOP OFCHANNEL
r
\
i�
Is
2.0'SILL
-7-
LL
GEOTEXTILE
D
(�
Jl
2
WITH CLASS II RIP RAP TTT555
IB
Min. D = 7.0 Ft.
lA'HIGH FLOODPLAIN BENCH
ILB
= VARIES
WITH CLASS /1RIP RAP
TTTT3555
EXISTING TO 15'
EXISTING TO 21'
Type of Liner = Class 'II' Rip -Rap
Type of Liner = Class 'II' Rip -Rap
STA. 39+78 -G2- (RT)
DETAIL 11
DETAIL 12
OUTLET CHANNEL - LOOKING DOWNSTREAM
( Not to Scale)
JOB NO.P-05645-04/P-05544A-G
EXIST�
GROUND 2 O 7'X 7' RCBC
CLASS 11 RIP RAP
(BURIED CJ
TO TOP Oy�F7{CHANNEL
'ift8ll'r
r
wrf rlr,
i�
it TI(T
GEOTEXTILE II D
/L,�
JI
2
LL
GEOTEXTILE
IB
lA'HIGH FLOODPLAIN BENCH 11
Min. D = 5.5 Ft.
8 - VARIES
WITH CLASS II RIP RAP TTT555
EXISTING TO 14'
Type of Liner = Class 'II' Rip -Rap
Min. D = 5.5 Ft.
STA. 39+94 -G2- (LT)
CONTRACT SHEET
OF
DETAIL 5
FALSE SUMP
Outside Ditch ( Not to Scale)
Traffic Flow /O.
2'
S — etc.
S=Ditch Slope Ij Proposed Ditch
STA. 52+10 -G2- (LT)
STA. 80+80 -G3- (RT)
STA. 47+99 -G2- (LT)
DETAIL 12
REVISIONS
INLET CHANNEL -LOOKING DOWNSTREAM
JOB NO.P-05645-04/P-05544A-G
( Not to Scale)
( Not to Scale)
EXIST�
GROUND
2 O 10' X 6' RCEIC
(BURIED f l
CLASS IIRIP RAP
TO TOP OF CHANNEL
r
i�
it TI(T
� 2A' SILL
T
p
GEOTEXTILE
GEOTEXTILE
D
J /
2
/
2
IB
Min. D = 5.5 Ft.
lA'HIGH FLOODPLAIN BENCH
IL
e = VARIES
WITH CLASS 9RIP RAP
TTTT3555
EXISTING TO 21'
EXISTING TO 21'
Type of Liner = Class 'II' Rip -Rap
Type of Liner = Class 'II' Rip -Rap
STA. 47+99 -G2- (LT)
STA. 48+15 -G2- (RT)
DETAIL 13
REVISIONS
OUTLET CHANNEL - LOOKING DOWNSTREAM
JOB NO.P-05645-04/P-05544A-G
EXIST
( Not to Scale)
-----�����
GROUN�
2 O IO X 6' RCBC
(BURIED 0
CLASS IIRIP RAP
TO TOP OF CHANNEL
ROADWAY
it TI(T
/5
ENGINEERING DIVISION
p
for IM speai/ic purpose and client for whish it �, pr•�red.
Roues of one improper reliann on this document .ithoul wrtt_
GEOTEXTILE
I
/
2
pFUtM
021 FA1"ET VE U.. surr fi00
IB
Min. D = 5.0 Ft.
117HIGH FLOODPLAIN BENCH
IL
B = VARIES
WITH CLASS II RIP RAP
iii555
EXISTING TO 21'
Type of Liner = Class 'II' Rip -Rap
STA. 48+15 -G2- (RT)
PREPARED IN THE OFFICE OF:
REVISIONS
TYPE CONTRACT ONTRACTOR AS -BUILT UTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05544A-G
CITY OF GREENSBORO
Thio document, toWtme eith the concepts and designs
presented here(n, os an inrtrument of serAce, is intended only
ROADWAY
DESIGNED BY CW
ENGINEERING DIVISION
for IM speai/ic purpose and client for whish it �, pr•�red.
Roues of one improper reliann on this document .ithoul wrtt_
Kimley*HornLICENSE
pFUtM
021 FA1"ET VE U.. surr fi00
SEWER
DETAILED BY CM(
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
outhodso6on aM Kim -Ham and Afeoriates. Ina.
�w(an M �t
PHONEH.NC TH
PHCE .f.NORin A, 2x801
WATER
CHECKED BY JWN
A&Y GREENWAY
Copyright Kimley-Hom and Associates, Inc., 2018
DRAINAGE DETAILS
OF
02o,e
S WA K 2015-003

BEGIN MILLING & RESURFACING
DE
PVC MEDIAN LINDERDRAIN
RETAIZ:IST COG I
C
DE TO DRAIN
A2730'0&4"E� RETAIN BLIND JB N 533'44%W
PROP COG MH
NO 401)
(STD
RCP-111 PROPOSED NCOO CB
ISTD. NO. $40.02
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 3
SHEET TT
9+00 REMOV
4 N 86*25'J7.rW 15" RCP -0
SPECIAL LATERAL W'DITCH
SEE DETAIL I/ SHEET Tr.
PROPOSED NCDOT CB
V(STD.NO.BAOD02)
\, L.
66`RCP-111­1_ 00-
OSED '0 (�
RROPIt 0
RETAII
Lo.
- — --------- f
F
TB--------- 67— TB
4 L
BEGIN DOWNTOWN 60' RCff
GREENWAY PHASE 4 7
CITY PROJECT P-05645
L
BEGIN CONSTRUCTION 00 6 W "CP
-GI- POC Sta. 10+22.00'
TIE TO EXIST DOWNTOWN GREENWAY \S4
RE
36
&
48' FES TO DRAIN
PROPOSED JB V ",
W/
MANHOLE COVER Y PROPOSED NCDOT JB\ —
NCDOT STD. NO.840.31 (ST D. NO. 840.31 OR .311
W/ COG GR&TE,13
I&HEAD 3
48* RCP -111 -1• ABOVE SEAS 5.1 M
9 TRAILHEAD
SPECIAL LAT 'V' �J H-
DETA
PROPOSED J13 W/ MH COVER EE DETA
5 ET T
NCDOT TO 840.31 ET T p D NCDOT JB
CONTRACT SHEET
OF
11-1 IF 01AY EASIITN_ SENSITIVE INFORMATION
Z '2T1 RA AII� i Not to be copied w distributed
without the express written
I '_ND NAIFS 5peirrLiSSion of the
71, "1' City of Greensboro.
ELUOON RBYOUDICH
hANTPR
I�00-6i3-494a
xP
Cry urld
usells
COG :2033
CF11 III cw/w 73-26"
'A'B'.' ON 20*4
COG 73-51155
EXIST 48� P RETAIN MH T-1,
TO EXIS ST GOIT 5
EXIST & SYSTEM
TO E CONSTRUCTION1 73-2509
-Y2- STA //+..3/j
BEGIN MILLING & RESLIl"S
NPDES
General Permit
REMOVE &REPLACE W1 -
NCDOT JB
(STD. NO. 840.31 OR .321
W/ COG MH 413 54' RCP -111 Applies
/0 ABOVE SLAB
PROP IffDRAVEWAY
(TIE TO EXIST DISTURBED AREA
sTDL NO. 84aO3
PROPOSED NCDOT CB 40 14.0 Acres
(SID. NO. 840002)
0.X
R%AIN $
LANDSCAPE PLANS S GIS DISCLAIMER
0
7 VEGETATED R#JLA1OAO,TRACKS;SEE bit,
TEM Objmle on this in" st� xith a dotted
PROPOSED I Of JB
4P
3
ISTD. N0. 8 f3l OR .32) finestA. — not .."K th.y
W1 COG CRATE
4347,435
ABOVE SLAB JB W/ MH COVER Compit" by Pho methoh,
NCDOT STD 840.31 on 0. =k IM-6-
66'RCP-111 - 66' RCP -11 systan, (as) "It— usee by Me
-A
S
TAN
'TE.
W
ABOVE U6
V
0
I E
M
I SL
4
H
SLAB U
4
13
OR
5
or
0 c
* /RCP"111�
LCH) 10 City of G—d-o.
RE T IS
�N EX
I- --S_�YSTE.
wx RETAIN EXIST
C
------- --------
TIE TO EXIST CURB AND GLITTER
------- C -- ---- AT EXIST COAC JOINT
oo --- E_______ C c ------- TIE TO EXIST SIDEWALK
LiDi) — L.. LOD RETAIN EXIST SIDEWALK
SPEC( A LATERAL Fil CRIDSSWALK WITH STREETPRMIT XD
�44
TAt' PAIVEMENr PATCH (SEE DETAIL
ZE'ER'DETA
SHEET 751
ss SHEET JT I= 6-CONC CURB RAUP AND SIDEWALK
RCP - IO I ! I ", 'e! 4-CONC SIDEWALK
611 - SPECIAL LATERAL 'V*D1TCH
PROPOSED fiC 'is ISEE DETAIL IISHEET 77)
REMOVE AND REPLACE TW.LATERAL
EXIST MH W/ NCDOT JB SEE DETAIL I (STD. 10. 840 ?,f. G Fil PMPOSED CaTRETE PAD
_1STD.N0I 5HEET-16 W/ CABOVE SLABOG GRATE 4'5A 43 PERMIT DRAWING fSEE LANDSCAPE PLANS)
g] REcrAwmm RAPID
SHEET 3 OF 24 t FLASHING BEACON
TD 84%02)
S NVI JZI S DETAIIPERMANENT IMPACTS ZONE 1 (GREENWAY)
ABOOG 434/435
LAB S E\T RETAIN EXIST Ci
NCOO TAIN 18• RCP
4 TYPE I (ST F117-71711 PERMANENT IMPACTS ZONE I (STREAM)
SE
SHEET TT %
15* RCP -111 PERMANENT IMPACTS ZONE 2 (GREENWAY)
PROPOSED COG
TYPE 'z' C1 (STD. NO. 402)
TEMPORARY IMPACTS ZONE I
00.RETAIN EXIST 6* PVC MEDIAN UNDERDRAIN% TEMPORARY IMPACTS ZONE 2
BRiiiCROSSWALKICK PAVER EXEMPT SEE IffrERSECT)ON DETAIL
SHEET INTI FOR
ADDITIONAL INFORMATION
—LOD— DENOTES LIMITS OF
DISTURBED AREA
ob T SEE SHEET CIA FOR
PROFILE
PRELIMINARY DESIGN
DO NOT USE FOR
NOTEXONTRACTOR TO REMOVE ALL
CONSTRUCTION
ELEMENTS INCLUDING RAILROAD TR
CABINET.CAffl'ILEVERED FLASHING
PAVEMENT MARKINGS.(APPLIES TO ALL SHEETS)
This document, together ith the —Pts and design
PREPARED IN THE OFFICE Oh
REVISIONS
-A TYPE I CONTRACT ICONTRACTORI AS -BUILT 18UTH. DATE IBENCH MARKS
NO. P -05645-04/P-05644
CITY OF GREENSBORO
I
presented heroin. be .. instrument of ;M".d only
W AY
DESIGNED
By CHIC
ENGINEERING DIVISION
for the xI p, po. and c6ent far shish it was prepared.`DENSE
-0,az
rOA
improper rel;on- on this document itho,t x,r;ttwn
R... of and ;mpr'
KimIey>>>Horn
E-
GH, N-
sr
I SEWIEF
DETAILED
BY CMK
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
authorization and odopt;.. by Kirnley-H­ and Associotes. 1-
PM_C nuo
I
INATER 11 1
ICHECKED
By jWM
Copyright Kirnley-Horn and Associates, Inc., 2018
(g).'a
I 20115-003 1
ISCALE,
-VIE
A&Y GREENWAY
I
SIDEWAI K
aZ1,
1 -30 T. 1-3'

CONTRACT SHEET
OF
SENSITIVE INFORMATION
IN N R / N � f I: . Not to be copied or distributedBEG
without the express written
-Yl- POC SID. 10+1400 Ab k w,r=s
BEGIN MILLING & RESURFACING' � ° '� . S f Permission of the
i , p. City of Greensboro.
\ 1t
0
1;!
F I = \ 4 S \ l l t {_ .y,,, IO 5 \ \ Cas oN BEFOREYs-r�+Ei�CENTER
lli .\ �7
yl
IG' PVC MEDIAN UNDERDRAIN
c
CIfY I uests
v. .• RETAIIST COC DI C \ i ,
DE TO DRAIN lX1a Net T3-2033
—
MT TNf T3-2606
N 25 30'05.4'E RETAIN BLIND JB N 5'33' 44.r W PLL \ ` ll/ se/auur T3-zoe.
\ II
PROP COG MH Z EXIST 48' / TAIN des e• T3 -38Y'
X 1570 NO 4p1 ,TO EXIS ST "(I I" & SYSTEM l \ VVV BEGIN N R / �T sa -�
l �"r ,✓ t ti V 42' RCP N PROPOSED N000 CB p t F t' HL ti i M d F l L Lt, `
\ (STD. No. &4o.oz� ti P a ; r. -Y2- STA I1+3168
l SPECIAL LATERAL 2' BASE DITCH e' �/ BEGIN MKLLNG & RESURFAC/ fs�
illvl. ,w>y' P ( .f4 v L�� NPDES
SEE DETAIL 3 6 \ \.
SHEET T7 'gip bis`t:IO GIRB (3u ;:T'1: v o J� `'\ 80
OT
9+� .111\i 1111>>t
REMOVE �l. l F V - -ir.
' ��^:,�'.:Q' - �� REMOVE &REPLACE W/ General Permit
'.\SSll1�\+l\'" .y ! r i r•�l !"'� `'uN (ST D. NO. 840.51 OR .32) \
W/ COG MH 413 54' RCP -III , plies
N BE25'37.rW IS' RCP- / / \ 4
PECIAL LATERAL.'V'-DITLH._ O,y9_ % _ _ _ _ _ sr� \ ABOVE SLAB
[J A
F - SEE'DETAIL1/ SHEET T6
PROPOSED NCDOT CB r k, PROP WDRYEWAY
c I DISTURBED AREA =
NO. 840D021 l l l ?/E TO EXIST)
570.NG.84BD3
PROPOSED NCDOT CB -...., l / .;4 \., 14.0 Acres
// i / ,,4a '•,ill ' l i r h l y
•Me,,, 7 ! At } 177+ I I'I ,i'j \�o' t5T0. N0. 840002) ITJ4.L::L x,LLLEL'4F LY C;CiL'IY+4g y, ,,�1
.. ..:.:: . t •:\\i l'\ tt _ _ _ __. '...;.,..__ - :1,111 � h ,
' 'i •� kms;..... - _ __`F:.. -R _- ..:*{s j t •
-
J�'i rr
Irl.,
.,o �/ ar'�` :°p • v� f -tv i TAM , GIS DISCLAIMER
SEp"40G DI.
:N4-tSS
VEGETATED, LAV .�GEJaIl EM\
RETAIN T__ ._ �- _ _-4511 /i ACK ROPOS£D B L ' T \ m' t. on u6 m� r=o.n au a aott.e
....SYSTEM :-- _ = - s 1' rP (SYD. N0. 84 DO
.321 \ \ 3 t: S�Y2., n: , „k - J Iln„tye we not vw)ed, tnq we
r
2, PG59
£D, RAILROAD SR v
,{[��
_ _ " r' I, M/;COG LT4A 4'�yA/X35. n
NCOOT D e \ a a data• m s) c.ogrovne s b the
e%� ,SLAB � v
+ - _ „ � p X66 -.. -� � � \ 66 R(:P-1II \ �,. '� � � � �: � � \ spleen (as) son.a• oche by u•
lOD _LO/ - t LOD ' LOD \ �l�^ * `(11 Oily of G•a=teb0.
- •n n
.AIN EXIST
's,b
- - - D F- - _ � - ,aP_ - ,. { B �- _ • _ o F- - _ '��--aG, •-...'-X�-'-X x--F--r�>< _
TB TB __ ., � f
GREENWAY PHASE 4 c-__ 7/ 666
CITY PROJECT P-05645- - 60' RCP-/ "' F - z / c
BEGIN CONSTRUCTION Cj -C--- h �I TIE XI EXIST CURB AND GUTTER
OD D
NT
-GI- POC S10.10+22.00 00 7 ; °' I 3 t ° / t oD ° �C c f E a -c--------xg TI EOE CONIST SIDEWALK 1❑2 TIE TO EXIST 5'IDEWALIE
TIE i0 EXIST DOWNTOWN GREENWAY - ��.4 £ \ �3 3 ./ / r r,- LOo ^U LOD �'^ ®' y Q ❑3 RETAIN EXIST SIDEWALK
f --_
REMOtl5,.:1SXL57 r .p \ i i SPECI LATERAL) `Oo \ ❑4 CROSSWALK WITH STREETPR/NT XD
IMM'TON
�s / } Ar}tg 7 •: _. _ PAVEMENT PATCH (SEE DETAIL
Y` f_
& GRAD NEN :r a _ J / 'v' DITC �: ¢
48'1ES TO DRAIN ,ti \ "Or a .,/ .' __ _ SHE T' \ SHEET 751
1 l \ 2 - G� i �. •:\� ''i V I� 6'CONC CURB RAMP AND SIDEWALK!
PROPOSED JB t ti t1, _ •' .�� ' \, - - 66'RCP-14 *.% (,�?;'i It .,7 •�
W/ MANHOLE COVER �.,. �. _ PROPOSED NCDOT JB < .i v:Lv �� -. ._ .,.� (V ❑7 fCONC SIDEWALK
470:N0. 840.3108 3
NCDOT STD. N0. 840.31 W},COC 'G&A7 _�,34yi /� 03 T� Av \ - _ I SPECfAL LATERAL '- ,'� \ ®SPECIAL LATERAL YD?CN
48' RCP -III 'it �' J�� ABbVE"SLi19€ TRfV HEAD 3 �V�/ 'i''\ ` \ •��^/�✓ REMOVE AND REPLACE 'V' DITCN y1� /j`PROPOSEDNCOOT JB - .rte f5E£ DETAIL I/SNEET 771
Qy �// P;�i 'y - EXIST DIM W/ NCDOT JB SEE DETA4. I /f W/ OG GRATED OR
4301 F\� 9❑ PROPOSED CONCRETE PAD
(STD.94O..84D.30 _ _ _ SHEET T6 �Q (SEE LANDSCAPE PANS)
a - - ABOVE SLAB PERMIT DRAWING ®RECTANGULAR RM/D
SPEpAO ar •v cR SHEET OF 24 RMA A7G BEii
PROPOSED JB W/, MH COVER J EE O ' ` 1- - -. -- SH 4
NCDOT STD 840.31 S ETT v NCDO`84% v�
Vt PROPOSED NCDOT JB J TD B4Q02)-
6 (STD[ N0. 840.3108 S !ETAI
L
`19
W/ COG GRATE 434/43 S TT PERMANENT IMPACTS ZONE 1 (GREENWAY)
•�fY /46 T ---- 9'�! 1 fk r /
.� IF ABOVE $LAB; RETAIN EXIST CI •T S KS,i
\
'RETAIN 18' RCP e
t \ d v TYPE NCDOT` CB
ISTO 840.021 A\�� - / �XXXXXX PERMANENT IMPACTS ZONE 1 (STREAM)
- S z wvv i '.: SHEEDETA71t..,=19 tl
i
PERMANENT IMPACTS ZONE 2 (GREENWAY)
15 -RCP -10
TYPE Ia PROPOSED COG
CI (STD. NO. 402)
TEMPORARY IMPACTS ZONE 1
ad tf'O/ Vt
6' PVC MEDIAN UNDERDRAIN ,/ ® TEMPORARY IMPACTS ZONE 2
\/ /
RETAIN
EXIST
BRICK PAVER - EXEMPT
®SHE��FOata DETAILC"i"S" E l
t0+ ,/ A>�y�y, �' —LOB— DDENOTES
LIMITS
OF ADDITIONAL INFORMATION
�l� t `p SEE SHEET CIA FOR
/^ 4 PROFILE
0y t <
PRELIMINARY DESIGN
DO NOT USE FOR
NOTEXONTRACTOR TO REMOVE ALL RAILROAD
�©
/
CONSTRUCTION
ELEMENTS INCLUDING RAILROAD TRACKS. SIGNAL
l
CABINET. CANTILEVERED FLASHING LIGHT. SIGNAL. AND
"
�y
PAVEMENT MARKINGS. (APPLIES TO ALL SHEETS)
This doc mens, together with the concepts and designs
Th
PREPARED
IN THE OFFICE OF,
REVISIONS
TYPE CONTRACT ONTRACTO AS -BUILT UTH. DAT BENCH MARKS
JOB NO.P-05645-04/P-05644A-0
CITY OF GREENSBORO
presented herein, as on instrument of service, is intended only
■
ROADWAY
DESIGNED
BY CMK
ENGINEERING DIVISION
for the epecif purpose and dianl for which it .oa prepared.
Reuse of and improper reliant• on tlis document without written
m I
ey
>>
H
LIC NSE aPnroz
<'2, EAY6TT6VILLE-SUITE soo
d6°'
o r n
SEWER
DETAILED
BY CMK
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
aathwisdion and Kim -Horn and Associates, Inc.
o°° ej• 1O)'
Kimley-Ham
Pc
oHE"'NOHTMo""A
:le'elsrr
WATER
CHECKED
8r JWW
ABLY GREENWAY
OF
�� C1
Copyright -H and Associates, Inc., 2018
©zone
S MAK 2015-003
CALE: HOZI:
I'•30'VERT: 1'-3'

-r-7- 1JIU.IOTOOAN
BEGIN MILLING & RESURFACING
S/ r
�41CC
OMITS OF DISTURBANCE
PROP /o 0x7'RCBC
SITE .1 -
W7 T CONC SILL IN SOUTH -
INSTALLATION OR STREAM
- RETAIN EXIbT CI
REPAIR AND SHALL ONLY
W7 HEADWALL AND
-
J
------------
72' RCP-
ppP0POSED.DOG"CI
m
DESIGN FREQUENCY = l0
(STD.NO. 402)
W
I N
PROP6S-ED NCDOT CB
= l0 YRS
f
(STD. NO. 8400021
-Y2'
_
RCP-111
^
RETAIN EXIST CI \
\VV REN7VE TOP r0�f' XfST/NG NN/NGWALT. \\�f
COLLAR & EX END -f5 RCP TO PROP NH VBZ T_
IB' RCP -III
Z PROPOSED COG MH (STD 4001. TIE INTO EXIST
IB NTRAC70R FIELD VERIFY PIPE LOCATION
rSPECIAL 0 D JB W7MH COVER ,/'' 1DD
1 SEE DETAIL . SEE SHEET TT ,/.,;,,-,�.:N CLASS
�---
IIRIP RAP
EMBANKMENT PROTECTION
EST IO TONS
- - EST 10 SY
SEE DETAIL 4 _
SHEET T7
---�dr BZ 2
CHANNEL IMPR EMENTS
CLASS IIRIP RA
T T N
EST 45 SY
SEE DETAIL 8 BZ 1
-III
PLl(G FILL
& ABANDON`
. t D_. 'l „ i45 ►8❑
c.
<-------
IS' RCP III LOD X t -
4D RCP III _ _�T___ __... _. �>E�ee-
1 9 ❑5 7 -6' PROPOSED COG SPECIAL L ERAL 'V' DITCH RETAIN ,
6 CI ISTD NO 402) 55E DETA I.
.._._ �a._ .. ,.. 5HET T6
D IS RCP III
m PROP 6'X 18'CURB FOR FUTURE
ui GREENWAY ACCESS
coo - . © 'Do -
8 00 7 I I .5 f 3•. ,., ...
-Y2
;"q-
rn r, � ro� F
SITE I - P
SPECIAL
LATERAL - - --
M SEE QJ 22'' BASEDITCH
'1 1
ClTAIL 3
ISO. 4021 REMOVE EXIST FADSE SU P
c1 _ 24' RLP -II ND CONSTRUCTION SPECIAL LATERAL BASE DITCH
-Y3- POC SID. 11+88.35 SEE DETAIL 3 SHEET TT
END MILLII/T: & RESURFACING PROP rBLACK ORNAMENTAL FEAC£
PROPOSED COG CI (STD. N0. 4021 %I/
SEE DETAIL 4IL-504
1 24' RCP -III
CLASS IIRIP RAP
EMBANKMENT PROTECTION
EST IO TONS
REMOVE EXIST)CI EST 10
SY
SEE DETAIL 4CHANNEL IMPROVEMENTS
SHEET T7 CLASS IIRIP RAP
EST BO TONS
24• RCP -III EST 60 S GFD
LAW SON A. DUHAN SEE DETAIL 9
and (� aClC�3rSTU8•a0•L,sPO'MkLL SHEET T7
SARA J. DUHAM '11� #ce0IIGRAVrTY cow WALL W7 BRICK FACE
DB 3258, PG 888
GPN 0001664 PROPOSED NCDOT C3
705 W. MCGEE ST. (STD. NO. 840D02)
aN In U
2
m�e o
Q_
o Loj 7z -RCP
e Day
mm wjO
72'RCP
o IAy
PROP NCDOT CB W
STD 840DO2
(78806')
Pl = 18+29.00 P1= /9+96.02 PI = 23+46.00
EL = 789.40' EL = 76735' EL = 778.46'
VC = 20' VC = 40'
PI = 18+08.00 PI = 20+50.00 P1= 24+90.00
PIPE HYDRAULIC DATA
STA23+25 -GI-
FUTURE 15'RCP-PV
-SITE I
NAD ,$3
REMOVE EXIST TRESTLE AND REGRADE
STREAM CHANNELBACKFILL
ABANDONED CHANNEL
-PROP r&ACK ORNAMENTAL FENCE (SEE DETAIL 47L-504)
SPECIAL LATERAL 'V' DITCH
E'DE.TAIL I
EET T6 RETAIN EXIST
\ SYSTEM
U
BZ 2� / ~
W
I�
,� p• Firm.-
yawt
f
W
_ N
82
CULVERT HYDRAULIC DATA
/C 12'W x 7' H RCBC (BURIED r WIT H
O CONC SILL IN HALF BARREL)
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or distributed
without the express written
permission of the
City of Greensboro.
�� o�L�r�O�i'�•
Y� C�Rt
BOR9YOU C
CONTACTCTONE-G111. sSIHI
1-811(��19
cac wt
COG
Tr
COG/W I
CW wt
k
Goo*T St
NPDES
General Permit
Applies
DISTURBED AREA =
xx.x Acres
GIS DISCLAIMER
Object• - this mop shown will, o Cotte
Gneetlfe w not w ,ol, t., w«•
-pied by pholog-meWc m.lh.ds,
owiod• - th. G.WWhic Inform•tbn
System (05) eofta• - by the
City of G,~ ­
[D TIE TO EXIST CURB AND GUTTER
AT EXIST CONIC JOINT
❑z TIE TO EXIST SIDEWALK
03 RETAIN EXIST SIDEWALK
❑4 CROSSWALK WITH STRE£TPRINT XD
❑5 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© ECONC CURB RAMP AND SIDEWALK
07 rCONC SIDEWALK
® SPECIAL LATERAL Y'DRCH
ISE£ DETAIL I/SHEET T7)
❑9 REMOVE AND RESET
EXIST GRANITE CURB
® PROPOSED NCDDT JB WIMH COVER
5TD.Namit
ss -/os
�41CC
OMITS OF DISTURBANCE
PROP /o 0x7'RCBC
S/K)W'N ARE FOR CULVERT
W7 T CONC SILL IN SOUTH -
INSTALLATION OR STREAM
HALF OF CULVERT (BURIED r)
REPAIR AND SHALL ONLY
W7 HEADWALL AND
BE USED FOR IMMEDIATE
WINGWALLS
WORK TO INSTALL
VC = 20' VC = 70'
CULVERT OR MAKE
DESIGN FREQUENCY = l0
STREAM REPAIR
CULVERT HYDRAULIC DATA
/C 12'W x 7' H RCBC (BURIED r WIT H
O CONC SILL IN HALF BARREL)
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or distributed
without the express written
permission of the
City of Greensboro.
�� o�L�r�O�i'�•
Y� C�Rt
BOR9YOU C
CONTACTCTONE-G111. sSIHI
1-811(��19
cac wt
COG
Tr
COG/W I
CW wt
k
Goo*T St
NPDES
General Permit
Applies
DISTURBED AREA =
xx.x Acres
GIS DISCLAIMER
Object• - this mop shown will, o Cotte
Gneetlfe w not w ,ol, t., w«•
-pied by pholog-meWc m.lh.ds,
owiod• - th. G.WWhic Inform•tbn
System (05) eofta• - by the
City of G,~ ­
[D TIE TO EXIST CURB AND GUTTER
AT EXIST CONIC JOINT
❑z TIE TO EXIST SIDEWALK
03 RETAIN EXIST SIDEWALK
❑4 CROSSWALK WITH STRE£TPRINT XD
❑5 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© ECONC CURB RAMP AND SIDEWALK
07 rCONC SIDEWALK
® SPECIAL LATERAL Y'DRCH
ISE£ DETAIL I/SHEET T7)
❑9 REMOVE AND RESET
EXIST GRANITE CURB
® PROPOSED NCDDT JB WIMH COVER
5TD.Namit
ss -/os
�41CC
EL = 79024' EL = 78520 EL =776.69
DESIGN DISCHARGE = 0.9 CFS
DESIGN DISCHARGE
= 458 CFS
PERMIT DRAWING
kn�^
VC = 20' VC = 70'
VC = 60
DESIGN FREQUENCY = l0
YRS
DESIGN FREQUENCY
= l0 YRS
SHEET 5 OF 24
_
^
DESIGN HW ELEVATION = 777.64
FT
DESIGN HW ELEVATION
= 7759 FT
_
Q) W
W
BASE DISCHARGE = 09
BASE FREOI/ENCY = 25
CFS
YRS
BASE DISCHARGE
BASE FREOUENCY
= 504 CFS
= 25 YRS
PERMANENT IMPACTS ZONE 1 (GREENWAY)
�
PROPOSED GRADE
BASE HW ELEVATION = 777.64
FT
BASE MN ELEVATION
=776.4 FT
_
_
OVERTOPPING DISCHARGE = NA
OVERTOPPING FREQUENCY= NA
CFS
YRS
OVERTOPPING DISCHARGE
= 62/9 CFS
FXXKKVC
PERMANENT IMPACTS ZONE 1 (STREAM)
EXIST 5• CIP
TOP 784.70
/-�
i3
OVERTOPPING ELEVATION = NA
FT
OVERTOPPING FREOUENCY
OVERTOPPING ELEVATION
= )l00 YRS
= 777D FT
I�
8- VCp
EXIST 4.25- I,
\
`�Oy _ _
DATE OF SURVEY
= 09/28/20/5
�������
PERMANENT IMPACTS ZONE 2 (GREENWAY)
CROSSING
-Gf 19+33.59
ROPC�85.88 I
_
/yp2nD.
/ -
7_
_ J2
27701
BEGIN SPECIAL
DITCH GRADE RT
55 I to
WS.ELEVATION
INV 785.50
BEGIN GRADE
- _
- _
-Gl- STA 23+Sp
AT DATE OF SURVEY
= 7697 FT
TEMPORARY IMPACTS ZONE 1
EXIST 4.75'
T1E TO U AM
_ - _ -
ELEV = 77578
UNKNOWN PIP
-G/- STA 20+06.09
_
EXISTING GROUND
TEMPORARY IMPACTS ZONE 2
- - _ - _ _ TOP 783.5J
ELEV = 78695
l2 -VCP --"''Ai
EXEMPT
-
CROSSING - -
_
_ ____
- - - _______________
- - - - -- _ - -
-Gf- 19+68.93 O 2P
INV 778.57
--------- ------
----------
(-1/2�
/
- _ -_
- - _ _ _
-LODDENOTES -
DISTURBED AREA SF
2
oz'D
-----
ExIg7 T2.P--------
i
I (+��7
SEE INTERSECTION DETAIL
SHEET lALINT2 FOR
---- ----
_ _--_-- _ -- _--
-. /�
- -_•
I _
-"- --
-
ADD?ZONAL INFORMATION
77558
_
-_
�3�/
I
I ;
(-1 OB&
END GRADE
-
- -
_
/
SEE SHEET CIO FOR
PIPE PROFILES
TlE TO PROP CURB RAMP
- - - - - - - _ _
PROPOSED
I
_ • �:j 239••
CROSS
-Gl- STA /8+8535
0
BEGIN SPECIAL
- - -
/2 X T RCBC ,
!
_
i
ELEV = 789.04
i
DITCH GRADE RT
SILL
_
I
-
Exrsr I1' ciP
-i+/- STA 2/+25
(BURIED 7)- - _ _ _
•
I- I h
TOP 783.13
W ELEV = 78233
8 yCF,
CROSSING
o
- I- + 4
I
I
I BEGIN SPECIAL
PRELIMINARY DESIGN
ozn
INV 772.6/
2'CONC SILL
DITCH GRADE LT
-Gl- STA 24+25
DO NOT USE FOR
CONSTRUCTION
END SPECIAL
END SPECIAL
ELEV = 773.07 DITCH PI (LT)
DITCH GRADE RT
-GI- STA 23+/5
DITCH GRADE RT
Gl- STA 25+50
CL
ELEV = 777J1
-Gl- STA 24+10
-GI- ST - ST ELEV = 7758/
A 24+19
ELEV = 77350
ELEV = 76850'
ISIONS TYPE I CONTRACT 1CONTRACTORI AS -BUILT AUTH. DATE BENCH MARKS JOB NO.P-05645-04/P-05644A-04 CITY OF GREENSBORO
ROADWAY DESIGNED BY CMK ENGINEERING DIVISION
SEWER DETAILED BY CMK SHEET NO.
DOWNTOWN GREENWAY PHASE 4 &
WATER CHECKED BY JWM A&Y GREENWAY C2 OFCj 2
SIDEWALK 2015-003 SCALE: HOZI' 1--30 VERT. 1 -3'

BEGIN CONSTRUCTl N CLASS IIRIP RAP
Y3 POC SIO. /0 .00 ' EMBANKMENT PROTECTION
BEGIN WLUNG & RESURFACING lttt \dTV;I, RETAIN EXIST Cl _ EST 10 TONS
CC 1 F' : H t 3Fv - - - EST IO SY
Tri <Rry, Iry (' f T'i,a _ REMOVE TOP fOF fiq AIN/AG WAG. SEE DETAIL 4
PA F F i !F lh 4 R 1 �� SHEET T7 x
7 t { > COLLAR & E RCP TO PROP MH �BZ t - - B BZ 2
M `�"7<P^ SITE TE .� i ,fir„ t IB' RCP -III ?
_ Z PROPOSED COG MH ISTD 4001. TIETOR
IN70 F ! CHANNEL MPR MENTS-
C4 1 '" (' 4' ' ,� ',' iB SEESPECIA LAC, SEE SHJB EET HC OVER 'oo - CLASS -TI RIP RA
P. 2 1'� f) t 'e m W •. _ '.. \` _. - - - oo .. :�Bi . -- o .:Loo-. `'� NS
S `T 2 r R72'ARCP-gl�T CI N 3 EST 45 SY a 8Z
;
---
ROPOSED .LOC"CI II
PROPOSED NCDOTT2 CB
RLP-
,
Y
/ "ISTD N0. 840.0021
-Y2' RLP -III
tC
D"/
is x
72' RCP III ��:., ...;:..._.... .:. �''
m _
--
PLtiC FILL n ,.- - - -
& �` f
� •, n� 'f'f--n-r
i v C-------- < L c
------
rn
_AE
g o20 V) 020 PI = E8+29.00 PI = 19+9602 PI = 23+46.00
0207
�0 T"
CONTRACT SHEET
SITEI
ERAL 'V DITCH RETAW,
Of,
>_
-
i0
-
,/� NAD ,$3
/�
o
O(STO.NO.4021 ...
`_'
REMOVE EXIST TRESTLE AND REGRADE
, a:
SENSITIVE INFORMATION
STREAM CHANNELBACKFILL
General Permit
Not to be copied or dislrbuled
ABANDONED CHANNEL
BI
P* E X AIII RB t 't'�
M , T� r
_�_,_- _
PROP YBLACK ORNAMENTAL FENCE (SEE DETAIL 4/L-5041
PI = 20+50.00 PI = 24+90.00
without the express written
-
LATERAL 'V' DITCH ,
SPECIAL LAT
Applies
permission of the
1 1 y E l9ETAIL I
�, �, ;1 F
City of Greensboro.
EET Y6 -`: ` • RETAIN EXIST
e� �
o\
rSYSTEM tr
Q r
- _ .. •; ::T �..... r
..� -
�a
VC = 70' VC = 60'
t cp: -�.. _
N ECCE J _, ..,. -
.,.c€
--�
S7.1
Q
DISTURBED AREA =
-- , .. ".
^ - t S_
LU
r I : `
'�t� �ja3 ! i --�. �p /. L�,t✓
14
H®ORBYOUDIGI
__ _ -
CFNiFR
CONTACI 01LjJ
I-eoo-�z-awe
r- .ems ...._..
N ,--
sts
L oasts
clrY ofU73-2033
CW eat
�-
pO
.... ..-.Z
-- _.� _
2 "ST
} RETAIN EXI
S STEM BZ
YPROP
- 0 /zZ
xx.x
GOOT Tr32606
COG/W3-208a
eat3-5855
Tank:,
Y y
(/1
LOOT st3-2569
_ _ _ __
-
- µ � Z�
DENOTES LIMITS OF
GIS DISCLAIMER
g o20 V) 020 PI = E8+29.00 PI = 19+9602 PI = 23+46.00
0207
�0 T"
PROPOSED COG
SPECIAL L
ERAL 'V DITCH RETAW,
X _ '� `•
�?
.CS
i0
NPDES
�~1gR
o
O(STO.NO.4021 ...
`_'
_5¢EE-DiTAI _ ^_
t L
HEET L6 IS' RCF -T .. _I
"�
C FRIT LI
, a:
�. : w
'-p° -
2
General Permit
°
o g
P* E X AIII RB t 't'�
M , T� r
_�_,_- _
URE
E v rt 5 7
s G E wA a ss
ENC
PI = 20+50.00 PI = 24+90.00
- ��` -
I
Applies
Q - �.1
'"----__
�, �, ;1 F
EL = 79024'
"F4 "�
e� �
c�
Q r
- _ .. •; ::T �..... r
..� -
.-`-.,,,, ._ J"
VC = 70' VC = 60'
t cp: -�.. _
N ECCE J _, ..,. -
.,.c€
--�
S7.1
Q
DISTURBED AREA =
-- , .. ".
^ - t S_
rn
r I : `
r
SITE I
i
_
__ _ -
Acres
N ,--
,E..,.ta .._ `_
�t
-
SPECIAL LATERAL
.... ..-.Z
-- _.� _
2 "ST
} RETAIN EXI
S STEM BZ
YPROP
- 0 /zZ
xx.x
- -- -
-- --
------------------
❑_�CItSTD.
EXIST 5- CIP
TOP 7Ba.2o
2' BASE DITCH
_ _ _ __
-
- µ � Z�
DENOTES LIMITS OF
GIS DISCLAIMER
IDA PROPOSED C C� SEE DETAIL 3 LIMITS OF DISTURBMCE to l2 7 RCBC
pp S�FF T5
-.- "' t SHOWN ARE FOR CULVERT W1 Z°ONC SILL IN SOUTH "�----__\-w
C-)
' 0. 402>,
_ t! 24' IS
-
NCONSTRUCTION
REMOVE EXIST FALTSE SUMP
SPECIAL LATERAL BASE DITCH
INSTALLATION OR STREAM
_
HALF OF CULVERT r8URIED r) -
Objects on this mop shown with a dotted
-
-Y3- POC S(o. /088.35
77690
SEE DETAIL 3 SHEET T7
REPAIR AND SHALL ONLY
W1 HEADWALL AND
- -
eneetlte ware not wrxeyed, they we
I
(+%(JJ�OOO7.
END YIWN &RESURFACING
PROP 4'BLACK ORNAMENTAL PEACE
BE USED FOR IMMEDIATE
WORK TO INSTALLowsable
WINGWALLS
77587
eampaea by onotoaammavle methods,
__-'-__--
PROPOSED COLI (STD. N0. 4021
- 24' R III
I
I I
SEE DETAIL 4/L-504
CLASS II RIP RAP
CULVERT OR MAKE
ADD?ZONAL INFORMATION
w the Geographic Inf-otIon
System (GII softs, a used by the
77558
EMBANKMENT PROTECTION
STREAM REPAIR
I
- (-108/%
City of Greeasbaro.
7 1 -aG 5i.
REMOVE EXIST t fit. " f
END GRADE
EST 10 TONS
EST 10SY
SEE DETAIL 4 CHANNEL IMPROVEMENTS
--------- ------ _
--------__
-'• I
--------
TIE TO
77 ,
SEE SHEET C15 FOR
SHEET T7 CLASS IIRIP RAP
TIE TO PROP CURB RAMP
❑I EXIST CURB AND GUTTER
AT EXIST CONC.OINT
f
II
�'"-) 219
EST
EST 60 SY80 NGFD
CROSS PIPE PROFILES
❑2 TIE TO EXIST SIDEWALK
LAWSON A DUHAN
24' RCP -IB ( �I{
W&� SLyT'�'L P��-
_ _ - _ _ - -
SEE DETAIL 9
'
0 RETAIN EXIST SIDEWALK
end
gF0IIGRAVITY,CONC WALL, W/ BRCK FACE
ELEV = 789.04
I_
2W/-zCONC
SHEET T7
------
- I
SILL
❑4CROSSWALK WITH STREETPR/NT XD
SARA J. DUHAM
EXIST 12- CIP
DITCH GRADE RT
❑5 PAVEMENT PATCH (SEE DETAIL
DB 3258, PG 888
(BURIED lT -
SHEET T5)
GPN 0001664
PROPOSED NCDOT CB
B•VGp
© ECONC CURB RAMP AND SIDEWALK
705 W. MCGEE ST.
(STD. NO. 840D021
O
ELEV = 78233
cRO55YNc
Q 4LUNC SIDEWALK
© SPECIAL LATERAL Y' DITCH
g o20 V) 020 PI = E8+29.00 PI = 19+9602 PI = 23+46.00
0207
2 O w
020
v
PROP NCDOT CB W
SHEET b OF 24
m
C _ 78 40'
EL = 78735' 778.46'
PERMANENT IMPACTS ZONE 1 (STREAM)
�~1gR
2QN�
STD 840DO2 cOJ
TEMPORARY IMPACTS ZONE 1
3
VC =
°
o g
(78806')
a
PI = 18+08.00
PI = 20+50.00 PI = 24+90.00
Ta
T �,
m O
ss- Ioa
w
EL = 79024'
EL = 78520' EL = 77669'
72RCP
oEpi
^ n
VC = 20'
VC = 70' VC = 60'
__________-----__
_ - _ -
( �
L5 cz
®
EXEMPT
i
72
CR05SINC RCP
__ _ -
_ _ _ _
- - _
- 0 /zZ
PROPOSED GRADE
- -- -
-- --
------------------
EXIST 5- CIP
TOP 7Ba.2o
_ _ _ __
-
-LOD-
DENOTES LIMITS OF
EXIST 24
TOP 782.04 8�
-G1 ROSSING RR CONDUIT
19+J359 TOP 785.86: 7 J22n0� _ _ fy2 BEGIN SPECIAL
INV 785.50 _ '2710% DITCH GRADE RT
BEGIN GRADE ELEV STA 23+50
Tnrs document, together with the concepts and desig"s
presented here(", os on instrument f service, is intended only
for the specific purpose and client gar which it wa, p.e�red.
Reuse of and improper r.I;..ce on this document without written
o�tnor:ocon and odo tion b Kiml Ho,n and Associates, Ino.
p Y K;-
Copyright Kimley-Horn and Associates, Inc., 2018
- - _ _ _ _ _
fSEE DETAIL I/SHEET T71
[9 REMOVE AND RESET
EXIST GRAN?E CURB
® PROPOSED MCDOT J8 W/MH COVER
31
PERMIT DRAWING
SHEET b OF 24
�X�CK+C)CX
PERMANENT IMPACTS ZONE 1 (GREENWAY)
�K+CXK+C+C
PERMANENT IMPACTS ZONE 1 (STREAM)
MATER CHECKED BY JWM
PERMANENT IMPACTS ZONE 2 (GREENWAY)
1
TEMPORARY IMPACTS ZONE 1
Tnrs document, together with the concepts and desig"s
presented here(", os on instrument f service, is intended only
for the specific purpose and client gar which it wa, p.e�red.
Reuse of and improper r.I;..ce on this document without written
o�tnor:ocon and odo tion b Kiml Ho,n and Associates, Ino.
p Y K;-
Copyright Kimley-Horn and Associates, Inc., 2018
- - _ _ _ _ _
Exlsr 4,75'
UNKNOWN Pl
-- TOP 78.15)
8
Tl 0 PROP CUR AM
-G(- STA 20+06.09
ROADWAY DESIGNED BY eNK
__ ELEV - 77578
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
EXISTING GROUND
MATER CHECKED BY JWM
TEMPORARY IMPACTS ZONE 2
1
------
_ ----------------
rS7
ELEV = 786.95
_ _
-- T2• VCPei
72RCP
oEpi
-
12•VCP ------ ''�' _--__-_
- - ---_
__________-----__
_ - _ -
®
EXEMPT
i
72
CR05SINC RCP
__ _ -
_ _ _ _
- - _
- 0 /zZ
- -- -
-- --
------------------
229
_ _ _ __
-
-LOD-
DENOTES LIMITS OF
77L47
777X1
IN 778.5793
INV 778.57
(
DISTURBED AREA
SEE INTERSECTION DETAIL
77690
/CP
° OY.
- _ - - -
- EXyST 72. ICP _ - -'
- -
I
(+%(JJ�OOO7.
SHEET INT2 FOR
72 RCP
° IA/,
77587
__-'-__--
- _ _ _
-_--_-___
I
I I
ADD?ZONAL INFORMATION
77558
__
------------
'-•:3.Bi I
I
- (-108/%
END GRADE
--------- ------ _
--------__
-'• I
--------
I ''
SEE SHEET C15 FOR
TIE TO PROP CURB RAMP
POSED
�'"-) 219
CROSS PIPE PROFILES
-Gl- STA 18+65.35
O
_ _ - _ _ - -
-- E2'XRCBG
I
ELEV = 789.04
I_
2W/-zCONC
BEGIN SPECIAL
------
- I
SILL
I
EXIST 12- CIP
DITCH GRADE RT
(BURIED lT -
TOP 78313
w
-GI- STA 21+25
B•VGp
O
ELEV = 78233
cRO55YNc
I
I BEGIN SPECIAL
PRELIMINARY DESIGN
INV 772.51
DITCH GRADE LT
-Gl- STA 24+25
DO NOT USE FOR
ortt
END SPECIAL
2'CONC SILL
END SPECIAL
ELEV = 773.07
DITCH Pl(LTJ
CONSTRUCTION
DITDE CH GRART
-GI- STA I H
DITCH GRADE RT
CL RCBC
ELEV STA 25+50
ELEV = 777JI
-Gl- STA 24+10
-Gl- STA 24+1920
ELEV =7758/
5.61
ELEV = 77350
ELEV = 768.50
77 Z13
Tnrs document, together with the concepts and desig"s
presented here(", os on instrument f service, is intended only
for the specific purpose and client gar which it wa, p.e�red.
Reuse of and improper r.I;..ce on this document without written
o�tnor:ocon and odo tion b Kiml Ho,n and Associates, Ino.
p Y K;-
Copyright Kimley-Horn and Associates, Inc., 2018
PREPARED IN 11E OFFICE OF.
■
',fA�ETToa1LEE sT--fi00
Kim eye>> HorncLlcE"sE-0,�
`E"9" TMc^"o"""�"°'
PRorvE. ISlslsns000
©za,e
REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY DESIGNED BY eNK
SEWER DETAILED BY CMK
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET N0.
MATER CHECKED BY JWM
CZ °FCS 2
SIDEWALK 2015-003 SCALE: HOZI: 1"•30'yERT: f'•3'

DI-
18' RCP -III
BUILDING
RETAIN
EXIST CURB
4' PIPE
SHOULDER
PROPOSED COG
:
GRATD. 140. 435
= ' CRATE 4341
18' RCP -III
PROPQSE0 COG
DI ISTD NO 435
R F. < Ft0
St V iF R3
GlIN C 3 "�
DB „g PG X71, „
+a.EB 1E'i 4 PC ::r3
s PB I P"" -
PROPOSED COC
DI fSTD. 140.435
GRATE 4341
C
SITE 2
PR OSED COG
PROPOSED COC
CI (STD. 140. 4021
15' RCP -III
4 ATC VA,
-Y y
/S'E $T,q
N AD 83.
CONTRACT SHEET
OF
GRATJo.4) V DRAIN ,�/ GRAT 4341 B'CORR.ALU uM DI($j 434) 35 V F sy /6rT SENSITIVE INFORMATION
DRAT 341 V fY r--18' RGP-In �1 W/ELBOWS GR/�E 4341 v - ,T EFT
RETAIN EXIST ;URB C//J MILL AN RESURFACE t b copied or distributed
��-.._ ENHANCEMENT >�� ,:' (I I120E
6``- ' ` ' / NO./ -PROP D „5 ` -. V ATED RAILROAD TRACKS jp - �MD MILLING &RESURFACING Not
the express written
-. _ PROPOSED COC Mfl "'- - PHASE ( t
--TYPE S'FD:-N0.-4,001' " -, Pf � DETAIST m PLANS ,a' `y �. -Y4- PC Sfo. 19+26.50 permission of the
-.-__ •� 7❑ ---T_'" EA 4AACEMENi s" -.. «..`. P _,_ ..O AREA 3 T 66THd1ML s' TCH ..JS'CMP W/ELBOW$ 71 -'}.' Ij 7/ / 23,5 7 ❑
Loo N
AREA —, RE -WAG '-----"-"' " _ "PROP�5ED COG OP 26, DRIVEWAY y of Greensboro.
_ PHASE 2 WAILS IVgiCP III WALLS " DI l5T0.Y1q, 435 tj, �I N(O EXIST) it G sb
-----' .. _ .. .. _. _ _ b 1 f1/" - C (JL r
_ .. RETaN/NG n..
CNl Y:�O - -_....._....m._ : p - LOD LOD LOP. - "^-,._ L"""'" I L L061
_.. Loa o Loo o _ Loo ._ -r _ _ .. - -
r
LU ❑ - -`r. ry 4 OPOSICOG I` y 4
:II.' 4 9 2W b
V ®PBDP SAY DINT
_< ____- _ _ _ _ _ _
_ __-___
- ® HHWRH YOU DIG)
TYP
ifi RC III Clry of a round
..--- ". .,, .ate, 1 ,r-,•rr
cee�yi���, ` - rr rrrri' .' C y�, 1 b - LeP S oc ts
f__,"' ,\ ... IS'RCP-III _$'�,'-. , CUGWaUr 73-2033
-F_- ���� - T $ ^Y 115 mar traf )3-2606
T. ?:'k SIGNAL ❑ C �T
h _ b 18',.. F}` -¢I :au COG G. 1r ]3-2084
-F - -'- f { Q C06 Wat r 73-6855
{,c
BODY sc r 13-2569
-- , . sees..._ _ .............. -- - _. _
(TIE T)
PROPOSED C -. �iL r CI -
'' (STD. 140. 435 � `n� � d +„ & � PROP DETECTABLE _ I N P � E S
4'TLET PIPE FOR SHOULDER "� „'l �' f '`I-- T❑ WARNING SURFACE
RAIN TIE TO PROPOSED GRATE 434) - - -
Al � "
Z RUCTURE PROPOSED C0G MH-.,,.y-N^="^rv-"w� PROoOSF 0 cr \ 'l i I!( 7 2 W GeneralPermit
V I ..:ww"'" 'L, DI - j �1 y " REMOVE 12' RCP AND ClZ
(STD. 140. AOr-PRnPQ - I 2 �}" J
3 I`o _ $ pROP05ED COG T Applies
(TD. 0.435) U
PROP $ 6' XN 12' CURB
ENHANCEMENT AREA NO. I , _ - ''� EMBANKMENT r `��" „�, J S"F�5• A 3
ENHANCEMENT AREA NO. I -._ (SEE LANDSCAPE PLANS) ,-' CLAS$ IRIP-RAP • - REMOVE 8 REP CE IB DISTURBED AREA -
PHASE I- f EST 35 TONS r 'RCP-III-
`"_�„ I EST 40 SY G - �o `'� -� r PROPOSED C T
SEE DETAIL 4 SHEET T7 PROPOSED^tC00 CI (STD. NO. 2)
XX,X Acres
(STD. NO 4021
CONTRACTOIj: T-0"'LiLET RETMN/NG LEVEL SPREADER , _:` o ° BUaDING _
-� ,�, W NDERDRAIN SYSTEMS IN 32 LF - CONC PAVED DITCH
PERMIT DRAWING HANCEMENT ARE. No�OUTsIDE ELEV (TOP EDGE)= 770.3 P
t I 4
'"�^-.,- OF PEDESTRIAN WALKWAYS ?lE BOTTOM ELEV = 669.0 '
EST 2 TONS •57 STONE os ' ,4 GIS DISCLAIMER
SHEET 7 OF Z4 DRAINS TO PROPOSED DRAINAGE SEE DETAIL 15 SHEET T8 OPEN END PIPE OUTLET
STRUCTURES WHEN APPLlCA8LE1 CC w ry object. on this map shoe:, w h a dotted
_ OUTSIDE OF EXISTING HEADWAL ^- 4`- RETAIN EXIST anestNe wwe nm w yed. may sa
�GC+CXXGCX PERMANENT IMPACTS ZONE 1 (GREENWAY) ^ "` INTO CLASS IRIP RAP AS Bj 7 ..roti `RCBC m oan,pied by phatagrannnI memoda
PLU POOL EMBANKMENT PROTECTION N B a 11,bl• on the Geagrophic InfarmoUan
EST TONS CL 'A' RIP RAP EST 4 TONS
EST 2 TONS •57 STONE EST 10 SY GFD311 ` o " `'r' _ spun (GIS) III used by the
�4XXXXK PERMANENT IMPACTS 4QNE 1 (STREAM) `^` �� EST 12 SY FF BI ? eti'L :T - City of Greenstax
TOP ELEV= 770.0 2 31
""- BOTTOM ELEV = T68.0
PERMANENT IMPACTS ZONE 2 (GREENWAY) �/J SEE DETAIL 16 SHEET TB 33
LL
TEMPORARY IMPACTS ZONE 1 SIGNAL MOaFlcarroN ❑I TI r I R AND GUTTER
E OEX ST CURB R
✓L (SEE SIGNAL PLANS) _ `r AT EXIST CONK AIM
-_..._ t
TIE TO EXIST SIDEWALK
,[, ' W1�. -306 PE 2A ❑ SITE auuo?lNG Q RETAIN EXIST SIDEWALK
® TEMPORARY IMPACTS ZONE 2 ,11 lJi'ITL J ® CROSSWALK WITH STREETPRINT XD
�`�'""`^- sees, RETAIN EXIST TYPE 2A.
SYSTEM �, ❑5 PAVEMENT PATCH (SEE DETAIL
® f, } 22 2 SHEET T5)
EXEMPTED, - W ©6CONC CURB RAMP AND SIDEWALK
❑7 4-CONC SIDEWALK
LOD— DENOTES LIMITS OF -' - tz TYPE 2A } ❑ (SEE SPECIAL
LAT
/ L'V D(T CH
71
DISTURBED AREA _ - `- - / TYPE 2a '' Lv
4 ❑9 PROPOSED CONCRETE PAD
(SEE LANDSCAPE PLANS)
PI = 26+10A0 Pl = 27+00.00
PI = 29+00,00
7677z
DITCH —ILI,
-Gl- STA
o -G/- STA 33+23.00 =
EXIST 6s' CIP
EL = 77729' EL = 776.07'
EL = 775.47'
ELEV =77/17070
- A +
TOP 772.14
END CONSTRUCTION
318
VC = 60' VC = 40'
VC = 30'
This together me aeslgns
Ra AREL IN FIE OFFICE OF:
-Y4- POC 510.22+69.00
TYPE
CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
document, with concepts and
Presented herein, as an i,strament of aervlce. Is Intended only
■
END MILLING & RESURFACING EX/y7
ROADWAY
DESIGNED BY CMK
ENGINEERING DIVISION
far the f and ; purpose per and Ment for w ocn It was prepared.
Reuse of and Improper reliance on Chia document without written
Ki m
l ey �>>
H
631 FAYETTEVItLEST.,U. fi00
rutrlc"'NO"TM°"Bot'"A"°°'
o r n NC DDENB I_UE
SEWER
0316
0315
DOWNTOWN GREENWAY PHASE 4 &
SHEET 140,
0314
END GRADE
PI = 35+44.00
CHECKED BY JWH
Copyright Kimley-Horn and Associates, Inc-, 2018
y,TIE
TO PROP
A&Y GREENWAY
EL = 774,66'
SIDEWALK
2015-003
SCALE: Haji: t--3D'vBRi: 1'-3'
CURB RAMP
VC = 20'
o
030
-Gl- STA 32+90.75
BEGIN GRADE
�
'vb
3'p
030
ELEV = 77528
TIE 0 0
CURB RAMP
oo�v
l IN P
�01
030
STA 35+27-50
a
ti
OpU�j
ti
�gv
o
o to
DITCH GRADE LT
030
ELEV
1
SS -1121
-G/- STA 30+50
o
PI = 35+740
ELEV = 772.48
0
�,
o
t'
�' a
EL = 773.40'
Q_
31+25.00030
CE
U
U
VC = 40'
556%
O
{�
EL = 735.
�O Ln
Q
-
_
VC - 50 EXISTING GROUND tn�
o o a
PROPOSED GRADE
- --
---
--
----- - ----- ---�
I+)12571%
avtii�/'JygggBi
-'
f-1081%
f-103000%
-------- —' -Ir
-------
------
-
-
f-XJfiB44%
(+)05557%
-
-
s
PROPOSED GRADE
f-1 jXJq/ __..--If+)IZI�
--.. _..-.._.._
r oN /T
TELE!DU
7721)5
O/OP
-
TOP 770.74
.RCP
EXISTING
END SPECIAL
5'RCP
1 LAX
END SPECIAL
° 09Y
GROUND
ITC
DITCH GRADE LT
DEL
nlOz
O
DITCH GRADE LT
IF RCP
/
o
P
X
BEGIN SPECIAL
STA
ELEV = 775DO
T69rz
/5'/trp
-Gl- STA 32+90
°.091sT z0'
s DITCH GRADE LT
o ui
ELEV = 77370
Q�e i 65m CONDUIT
-G2- STA 35+35
g
39 TOP 770.53
ELEV = 773.50
SEE INTERSECTION DETAIL
SHEET INT3 FOR
ADDITIONAL INFORMATION
SEE SHEET C16 FOR
CROSS PIPE PROFILES
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
7677z
DITCH —ILI,
-Gl- STA
o -G/- STA 33+23.00 =
EXIST 6s' CIP
ELEV =77/17070
- A +
TOP 772.14
66S2 ELEV = 775.44
This together me aeslgns
Ra AREL IN FIE OFFICE OF:
REVISIONS
TYPE
CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
document, with concepts and
Presented herein, as an i,strament of aervlce. Is Intended only
■
ROADWAY
DESIGNED BY CMK
ENGINEERING DIVISION
far the f and ; purpose per and Ment for w ocn It was prepared.
Reuse of and Improper reliance on Chia document without written
Ki m
l ey �>>
H
631 FAYETTEVItLEST.,U. fi00
rutrlc"'NO"TM°"Bot'"A"°°'
o r n NC DDENB I_UE
SEWER
DETAILED BY CNK
DOWNTOWN GREENWAY PHASE 4 &
SHEET 140,
aamar:mmn and adoption b Kin Ham and Associoles. Inc.
Y 4Y-
oNs:Ietatanaco0
NATER
CHECKED BY JWH
Copyright Kimley-Horn and Associates, Inc-, 2018
opts
O
A&Y GREENWAY
J OF
GZ G12
SIDEWALK
2015-003
SCALE: Haji: t--3D'vBRi: 1'-3'

PROPOSED COG
DI (STD. N0.
IB' RCP -III - CONTRACT SHEET
435 _
BUILDING ' GRATE 4341 OF
RETAIN PROPOSED COG
/ CI (STD. N0. 4021
srrE 5 RGP-III NAo 8
EXIST CURB '
IS RCP -III PROPOSED COG SIT
,y NATCjyU
PROPOSED COG DI 4' PIPE PROPOSED COG GRATE 434) PR OSED COC / 4 $j NF
' I (STD. N0. 475 SHOULDER DRAT 43 475 SE S.h, A JO
��,_ „r - _ J/NO.,\� W/ELB WS UM DI .»o.43s _ J�. E /g,� SENSITIVE INFORMATION
7q�(t034 V B' RCP -III V W/ELBOWS GR 4341 v J FFT Not to be copied or distributed
RETAIN EXIST CURB J YlLL AN RESURFME oP
I -w- -- ENHANCEMENT ! IFl� & RE t
l l/2 DE wI hWt the express written
- PROPOSED COG MH AREA 3 PROP ED COG - -=VEGETATED RAILROAD TRACKS MILLING SURFACING
pp TYPE ISTD. NO. 400)" PHASE J.. :;.. DIc D. NO.A35 SEE LANDSCAPE. PLANS Ij- vo -Y9- PC $lO. 19+2650 permission rof the
.. 'I• T❑ l ENNAMCEYENT... 'C ® - _ . _ _ ...M EC AIlTd61L V' ITCH .1501 p "/+OL4 j5S I oo Jis T ❑I
11, E7AIL-T �r J City of Greensboro.
loD - --
AREA N0.1RETAINING� 7 ET T6 P y" / 2 OP 2B LYiNEWAY
16' RCP -III RETAIN/NG
____� PHASE 2 WALLS ETD £X1571
N --C-'•, WAILS z:T GRATE 4341 tO Q 2SY�.N0.848.OJ o "p(rus�
p o - LOD loD too too tO: too' t m rt Ll rr {��kQ
WO lOD D looxxxx
QT
h rr, r � PROP S.z 18(�7B `r OSIE�D CO W Y� AA
r _
/ G
i ''r r/!i / / r r // // '/i r /alf / yf . ,.� '/. 6 ^�•¢ ,- > "` t . W ODNfA�-900-6i2�919(QSIPR
ity of round
(hQ v\vr'' . Yclf ,.rF`': .cat.\• _,r : ,.,x�A`. ;....,Tv!t.` _°.Y.vM�c, .*vlv�y�a v�'�A�r_,'`�.Y....,'� u i\ ?��.�-. . ..A.E�d4l1o11e9ia0HRA.c:>< .rl 1 wr.u) . r .a' ry \ `ijv.,rrr,,:�..� .
1' ___
L
7. aeI
too ??�IS'RCP-IIIac
-
Lot 2z0fio363A' III, arwre
morr33In COG-_--<' SA aniu
15 IQ Oi
~ Ten
L/
mor St n 73-2669
I
...�-z..-r 1 X,-__�.:x r , 2f COAC DRNEWAY
hi "^r,1.1 d+Ny-'+w r I ST 0. EX/57J
^.
PRO
LI b� - `I PROP �TEU N P D E S
�
IN
PIPE FOR SHOULDER (STD�1l0' ❑T WARNING SURFACE I
Z - RAIN TIE TO PROPOSED GRdTE 4941 General Permit
,-,.�, PROPOSED LO 2 W
REMOVE 12' RCP AND CI ?
RUCTURE PROPOSED CO
PRoroSEO COG
AppliesSJ IB' C III DD.NO. 4151
PROP 6'X 12' CURB Q
- "FL ARED END SECTION W/
ENHANCEMENT AREA N0. I � " � - (y3, 5 J �
ENHANCEMENT AREA NO. l (SEE LANDSCAPE PLANS) CMASSK REP TRAP OTECTION , "'"^�.� --_.� ,% CLS• /
PHASE I .- EST 35 TONS t -==! REMOVE & REP CE 18' RCP -111 DISTURBED AREA =
EST 40 SY GFD llj'P11 PROPOSED COG PROPOSED C
SEE DETAIL 4 SHEET T7 - - I QI
�jSTOf.NO, 4021 CI (STD. NO 2) XX.X Acres
CONTRACT02-T0`21IITLET RETAINING LEVEL SPREADER '- o.' BUItDIrvG
Wq[/,.{lNDERDRAIN SYSTEMS IN 32 LF - CONC PAVED DITCH - -
PERMIT DRAWING�( ENHANCEMENT AREA NOJOUTSIDE ELEV (TOP EDGE) = 70.3
Of PEDESTRIAN WALKWAYS (TIE EST 2 TONS •57 STONE Cie / GIS DISCLAIMER
SHEET H OF 24 - DRAINS TO PROPOSED DRAINAGE SEE DETAIL 15 SHEET T8
STRUCTURES WHEN APPLJCABLE) Objects on this map snows with a dollen
OPEN END PIPE OUTLET ._ ti 2/
\Kxx><x>< PERMANENT IMPACTS ZONE 1 (GREENWAY) - OUTSIDE OF EXISTING HEADWAJ, .- B - - �, RETAIN EXIST rnstye wwe not wrwryd, they .ere
r - �(J INTO CLASS IRPRAP AS 17 O RCSC ca comped by pnotogrammeVa: method.,
- PLU4 POOL EMBANKMENT PROTECTION N
EST TONS CL 'A' RIP RAP EST 4 TONS o Syste of the oftean le d by the
o N Sptwn (p5) eoneare used b rise
EST 2 TONS •57 STONE EST 10 SY GFD � iii o � y
PERMANENT IMPACTS 5QNE 1 (STREAM) EST 12 SY FF 82 2 __ etiti "'. City of tr
' TOP ELEV= 770.0 2 312 .ene�o.
BOTTOM ELEV = 768.0
\\S\\\\ PERMANENT IMPACTS ZONE 2 (GREENWAY) ,/J --- SEE DETAIL 16 SHEET T8 3'3
SIGNAL MODIFCATION ❑l TIE TO EXIST CURB AND GUTTER
TEMPORARY IMPACTS ZONE 1 (SEE 56NAL PLANS) AT EXIST CONC .ONF
❑2 TIE TO EXIST SIDEWALK
na PE 1A 3ui.Dwc ❑J RETAIN EXIST SIDEWALK
2 ❑4 CROSSWALK WITH STREETPRINT XD
® TEMPORARY IMPACTS ZONE 2 RETAIN EXIST SPE 2A❑ SITE 3 ❑5 PAVEMENT SHEET SJ PATCH (SEE DETAIL
SYSTEM
® EXEMPT W 23A�0 ? © 6-CONC CURB RAMP AND SIDEWALK
❑7 4-CONC SIDEWALK
LOD DENOTES LIMITS OF _ 3". TYPE 2A �} ® SPECIAL LATERAL V DITCH
DISTURBED AREA(SEE
'-TYPE 2A lSEE DETAIL 1/SHEET 771
❑9 PROPOSED CONCRETE PAD
(SEE LANDSCAPE PLANS)
IF
Pl = 26+lODO PI = 27+00,00 Pit = 29+00,00 9
EL = 777.29' EL = 776.07' EL = 775.47' END CONSTRUCTION ❑z
VC = 60' VC = 40' VC = 30' -Y4- POC SIO 22+6900
END MILLING & RESURFAC/hG
2
0316 0315 0314 END GRADE P/ = 35+44DO
IL If 0 PHOP EL = 77456'
T CURB RAMP VC = 20'
o 0 0 -Gl- STA 32+90,75 BEGIN GRADE
v b _ 030 � ELEV =77528 TIE TO PROP
CURB RAMP
QIq Q. 0) BEGSPECIAL
/ 030 -G2- STA 35+2750
Q o o u) DITCH GRADE LT L' � iz-' �, 030 ELEV =77507
SS -112 Q. Ln -Gl- STA 30+50 o o v o PI = 35+74.00
ELEV = 772.48 S I` N_ �' EL = 773.40'
2 o EL = PI 7739 +25.00 030 L Gn Uo v 1 VC = 40
IL
_ - - - - - - - - _ - - - VC = 50 EXISTING GROUND n Q_ C o a v PROPOSED GRADE
- _ _ _
- (+)12571% _ a 2s8.
_ SEE INTERSECTJON DETAIL
(-.b30Q7% - SHEET INT I FOR
U� ADDITIONAL INFORMATION
- ' - - - - - - - - - SEE SHEET C16 FOR
(-X)13844% IS
(+105557% . _ _ CROSS PIPE PROFILES
/s PROPOSED GRADE (_/ // ' EXisr 12' _ . (= _
_-_.._.._.._..
772.05 olQp TELE 77.24
END SPECIAL 5'RCp - _ _ TOP 770.?4 A,RcP EXISTING
DITCH GRADE LT 77/02 ° lO� END SPECIAL 00.97 GROUND
-GI- STA 26+50 DITCH GRADE LT lB RCP o z BEGIN SPECIAL PRELIMINARY DESIGN
sRrp -G/- STA 32+50 °tr 20' 5 DITCH GRADE LT DO NOT USE FOR
r
ELEV =77500 ELEV =77370 a CONDUIT -G2- STA 35+35 CONSTRUCTION
g�39� 69DO TOP 770.53 ELEV = 77350
DITCH Plf TJ ° _G/- STA 33+23.00 - EXIST 6.5• CIP
76.02 -Gl- STA 1+25 -5 1 A J4 + TOP 772.74
ELEV = 77/70 6652 ELEV = 775.44
Tni. eocumen6 together with the concept. and designs PHEPAAE0Iry THE OFFICE OF: REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO.P-05645-04/P-05644A-04 CITY OF GREENSBORO
p,hIrl.d herein, a. an etstramart of service, �s intended only • ROADWAY DESIGNED BY CMK ENGINEERING DIVISION
Cir the specific parpose and client for whish it was �e d. Kimley>>> Horn aEEn9l-01E5T
Re u.a of oM improper reliance on this document withoulo.ritten _ SEWER DETAILED BY CMK SHEET NO.
a9ouHA2Tsa1 DOWNTOWN GREENWAY PHASE 4 & Z
outhoizotion and adoption g' Klmley-Horn and Associates, Inc. cis-rxo WATER CHECKED BY JWW A&Y GREENWAY CJ OFC12
Copyright Kimle -Horn and Associates, Inc., 2018 ©3018 SIDEWALK 2015-003 SCALE: Hazi: r•3o'vERr: f'-3'

CONTRACT SHEET
'1/ATCH(/NE
Lon
OF
—
G2A
�
nu ti Ic T . Y �A /3
v, L NS zo o lSg
NAD 8
�.,.
7 FC.I K s THEr a
)4g, 4. c�..9aP„ ,Ah 3C s,YAD [. <a '+- =J �I R'E yr r ti = ,-
i E gy
EE%
3
S
SENSITIVE INFORMATION
IS' RCP-ITh
SPECIAL BERM DITCH i Ph i0 ',°H {t
z. ;
` _____DETAL
1' J
Not to be copied or distributed
the
6 S • u! T t y,,
/{
SHEET rz,„_ Si' Q- 9
` -- »-- - -- - --- - - tr, :1 tF
PROP 4' BLACK ORNAMENTAL
"--
without express written
permission of the
-.0y PROPOSED COG s, " '
.�
_ X '
' •-W DETAIL 1/4- _
f
City of Greensboro.
P7 H F2CJ ,l LA:'F. DI(STD. NO. 435S�
o°-10POSED� D END
pW 5M51
814 :R MAR T_ GRATE 434) , ,. Q INRCP-III
(.. V OUT `'0,_ p
IS' CORK. ALUMINUM' 5
FR a; t -S3
' W/ ELBOWS SITE 3 t ry
FIR 1' 14
3 }S
CI 5.55
U
v
tv13 tl L .LL CU�:L)ATIr : INC
r��
O
GRADE i0 DRAIN jk
-/ '
I C RLI A L. PORAL ION
CONTRACTOR TO REPAIR AND STABILIZE T ROTECTION �jj_ (
SLOPE FAILURE AREA BELOW BUILDING 25 ONS+ CLASS 'B' R R^r ,'� _"`61N
ROOF DRAINS AND UTILIZE FLEXIBLE 6G.16Y GFD
Lo°
9 _;i,i F U 2G AVE,
OI)(,914
�.
r`r
:I
CORRUGATED 6'PIPE TO EXTEND ROOF - SEE DETAIL 2 SHEET' TT 1
DRAINS INTO PROPOSED DITCH ALONG ^.,:. - !. '� ' ,y',
BUILDING FACE GRADE TO D
SPECIAL LATERAL BUILDING !
V' DITCH IS- R -III ' q, f ,
SEE DETAIL 1 - ` jt , `J ¢]
-$MEET T6 PpOP $ED OG '. ':, ' Qi_
PROPOSED OG DI $.
(ST N0. 35 /
' `,
BZ j
c
Y BZ
g1 BZ 2
CJE ri�2 r'E. 1111': V
!: b F zr•
ewLoiec
GREEN93bR90'= - ,
THEATER =` rte. ."
•;. r€ II >r A r
BffiORH YOU DiGI
mnr �-�o sa%e9 y�nmc
CHV of round
Loc I nests
CGG!tater ]3-2033
,
r
- -
011 TD. 43_5GRATE 434) I I
xV ", -1
--
r t K JL 7�� 1 Or �: A! ti
8'
COOT Traf 13 nal
eoG/wue ]3-zoe.
-
-«
—y' t
.t ,r _ 7..+.,... .. ,,..KIN. AIt.nx.
cOG°nI ]3-se
9O
OOF� AIN . O
OUT T iY
m
BZ2
,
r
st ]3-z5cs
w
(SE NOTE
' AB 1 i 41 "'
! - P-; GRADE TO DRAIN
8
°
f
BUILDING ,
--
NPDES
to LOD
,
L� ,�•
LOD I, — LOD
p 3 _
8 _ rJr
*� -
General Permit
�,�y� .E
i// / /
'
/---f-------------------
------ ------ --
r f F f ____f-
-- .....LOD
_
v
.. IOD
W
.CW
/ / � .+ .. -
NHL;. -.
6
.. ,�. �f
f______f____
f ____ _ ...' -
les
Applies
vvL «
:.: x
I EE
DISTURBED AREA =
O
F"
• , , TB
'
... _ ,..�-•
AANEEP� �.,� _. .-
- ' LSEE LANDSCAPE PLANS)
>.-.....—..�
.' - -PC
I ,'Ill kl LOD.-± n 100'"r-"`r"y'
I�I tli�ill I.. t ��
-
' n' € S
� �._. r
-C-.�.-..- _
Lon {�_•_
—P e❑
LYE-'^-_.•_t---„r - LODAREO�
- __ _ --C- __ ��J•
oD -
u
/_�
_ -J
xx.x Acres
GIS DISCLAIMER
I
,o,. ,
t ' -
TO OTECTION
r E7(fit NS LiASS 'V"RIP'RAP"�-"----"`
I
\��
8
,• �Q
/
objects on this mop III sim o datted
nsst/te sere no r thea wixe
TB
[[ LL
( q SYSTE 135 Y CFD
SEE
_ :...,..
t
i �"
"�-' -
_ 7 -
x"
myed,
canpisd by pno ogrom vw m mode.
U
�1R=. OL.
... ___..... ,� .. .
PROPOSED COG t '. : i5' RG,P III ...
_%- s DETAIL 2 SHEET T7
?
E'AA
SPECT LAT ti14JG1d�*!r ��,
SE�E01ALL. 1, fit :. / Q'
LL
ow,aoae on the C.N,Wh'c m(«motan
sy,tem (as) wn.m u..d DY me
r e`
MH (STD. NO 40 1 `�f / ,
�`
pROf�OSED COC MH
2
88 ,
�t` ZEA o GRADEr'TO
DRAIN ,
City of G<w,s—
...� h
r
(STD. NO 400)
TIE INTO E%67 18' VCP ..
r
��
PROPOSED COGS
N l% 04' 263" W I
IN (STD. NO 435
-
H
m-
�..
61 .�. • "` PROP 2 RCBC ^/�r�
'I'
>_
REMOVE EXIST TRESTLE AND REGRADE I ;
STREAM CHANNELBACKFILL
GRATE 4341 �/
: 1
C €
❑l TIE TO EXIST CURB AND GUTTER
JOINT
AT EXIST �SIDEWALK
+ SILL IN SWTH ;L
B L (BURIED Tl
-- ANNEL IMPROVEMENTS
I� t -. t 7 ,:,', t"
ABANDONED CHANNEL I\\
PROPOSED OPEN END IB' RCP-III
-
,tV
TIE TO EXIST
RETAIN EXIST SIDEWALK
�'
_ ASS II RIP RAP
TIE INTO CULVERT i >' .".�
i I �PV
'
Q CROSSWALK WITH STREETPRINT XD
.'. EST 55 TONS
A,✓F - -� "'EST„40 SY GFD LIMITS OF DISTURBANCE
INV OUT T59.25'
l ` `�
5❑ PAVEMENT PATCH (SEE DETAIL
�'
- %z "` SEEEDETA�""- SHOWN ARE FOR CULVERT
���
• , _
N.T. r 1 i t } ,
')F
-
SHEET T5)
6QJNC CURB RAMP AND SIDEWALK
INSTALLATION OR STREAM
- �t-L °: REPAIR AND SHALL ONLY
lir`
_ T
I(;�L1GE :.,
07 rCONC SIDEWALK
�t -hF '�"� "BE USED FOR /YMEOIATE,
J rL`E'WORK TO INSTALL
. . •
SEE SHEET G-//
® SPECIAL LATERAL V D?CH
(SEE DETAIL I/SHEET T71
CULVERT OR MAIZE
FOR -G2A- PROFILE
PROPOSEDTE PAD
STREAM REPAIR
(SEE LANDSCAPE E PLANS)
PI = 43+52.00
PI = 36+Bg-0O
0401
I
PI = 40+35-00 CULVERT HYDRAULIC DATA
762J5
IT AF I24
PERMIT
EL = 77/9.0
040
= 7655.5' 2 a 7' W x 7' H RCBC (BURIED Y WITH
c =
9
VC = /00' a
VC = l00' 2' CONC SILL IN SOUTH BARREL)
OO tn^ 040 040
DESIGN DISCHARGE = 587 CFS
END SPECIAL
DITCH GRADE RT
PERMANENT IMPACTS ZONE 1 (GREENWAY)
M040
bi 040 040
DESIGN FREOUENCr = l0 YRS
-G2- STA 44400
_
PROPOSED GRADE 4 O
g
DESIGN HW ELEVATION = 7648 FT
BASE DISCHARGE
ELEV = 76OB7
7
�K+CX+CXX
PERMANENT IMPACTS ZONE 1 (STREAM)
= 656 CFS
BASE FREQUENCY = 25 YRS
DITCH PI (RT)
-G2- STA 4 + 5
-
BASE HW ELEVATION = 7653 FT
ELEV = .
76045
PERMANENT IMPACTS ZONE 2 (GREENWAY)
........... - - v L
'
OVERTOPPING DISCHARGE = 5/9.99 CFS
050
ss- r 18 o M ti W
vO U
OVERTOPPING FREOUENCY = NO YRS
O
TEMPORARY IMPACTS ZONE 1
SS- 117 In
o OVERTOPPING ELEVATION = 7652 FT
DATE OF SURVEY = 09/28/20/5
M1
®
TEMPORARY IMPACTS ZONE 2
ss-120 WS. ELEVATION
� °
ISTcP _
0/,07
AT DATE OF SURVEY = 7573 FT
EXEMPT
7655. 760.69 e /3i
I - - (-X1.9148% SS- 122
DENOTES
—LOD—
LIMITS OF
DISTURBED AREA
END SPECIAL
DITCH GRADE LT 11
'76278 C 9p
-G2- STA 37+75 o Si I
1 ; "-----------
_ - - _ _ �-J 093%
- (
- - _ _ _ 5092 •
CROSS SHEETFOR
PROFILES
ELEV = 76815 I
8' vcP
------------ - ' - _
PROPOSED t6Pl
EXIST 6-5 -CTP j9'7�� CR045 ,G
TOP 764.21 �' 2 7'X T RCBC IN SPECIAL
..__-___
--------- _ W/ 2-, CONC SILL 7��
I INv 75zes D?CH GRADE RT
EXISTING GROUND
75-D/P ---- (�-SOUTH BARREL syn -G2- STA 4I+00
(BURIED-f9----_-- l ELEV = 763-02
PRELIMINARY DESIGN
,iii
-- _ --
- i ii
75Bro
DO NOT USE FOR
'
rCONc 3nz -
6' PVC _
/ST f5'dP i r_________________
_ _ fX/ST 15' DIP ----------;
CONSTRUCTION
CL RCBC - -
CROSSING 15-VCP ________
- - + 7 1101116
-G2- STA 39+85-------- -'
__________________
------------------------
INV UNKNOWN - - + 4
- - - - - _ _
ELEV --
_ EX/ST
-
IS' DIP - _ _
------
1W
INV 75726
= 756.60'
--------
_
This document, tog°the, with the concept,
and dssighs
PREPARED w THE ­ICE 0,:
REVISIONS TYPE CONTRACT ONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ROADWAY
DESIGNED BY CMK
presentsd heretn, as an instrument of servo°,
for the fic x and client for which
'p`c'
is intended only
it was
° Od'
■
ENGINEERING
DIVISION
SEWER
DETAILED BY CMK
DOWNTOWN
GREENWAY
PHASE 4 &
SHEET NO.
mPerPo
Reese d i pr per reliance this document without ,;its
u+EprEREVILLE sr., suns e0o
1s 1'�
BnL lGrv,rvoaTH cnaouw. nam
Kimley�>> Horn
WAER
CHECKED BY JWM
��Copyizalton
of
zo T ociotel
ono atloption by Kimsey-Horn and A„xioles, Ina.
Copyright Kimley-Horn and Associates, Inc., 2018
=G
anorve. tvsl5n-z000
A&Y GREENWAYiC4
SIDEWALK
2015-003
SCALE: rwz1: r-3D'veaT: 1-3'
©2018

N
a
CONTRACT SHEET
r
'N4TCN[/N
oo
OF
—
I�e
_ An EAT'!LiH circ
STA /3�
��
_ u K s Tee t ((.
a�,, l i :�n IL,k Ir . r. , •_ r7; t e
(SE
E S
8
SENSITIVE INFORMATION
,
S' RCP -It i 1,1;; e C//J j'
IAL BERM DITCH F a -r � r� /
-L 6 ."� ct1 �,.. -r t1 ri, ��
T a � _ _. _., ._._- ----+�" .7 � ° � : '.Permission
V PROP CffiMK ORNAMENT�
ROPOSED COC - ����' .� (t I a � W � DIfTAIL VL- /�
Not to be copied or distributed
without the express written
of the
City of Greensboro.
I I(STD. NO. 435 '""`, ` + ;
434) i '!
oPBOPOSEPRATE
I /r % , c.ORR.
ALUMINUMJ,1NVRpl'
OF �ELBOWS S 3
GRTO DRAIN `� j ri
TO REPAIR ANDABILIZE
AG7
EI�,
ASS:,j � � NNWIL
/ � €dC I
C : P tI IONCONTRACTOR
GRI
c Ji (NA
TOE�PROTECTION - JO , "i;'pD,'�-_'�`�l 'RETj- - GI C J+,4SLOPE FAILURE AREA BELOWLDING 25 0N5'CLA55'B'RIP AP 6 .$°, ROOF DRAINS AND UTILIZE FLLE
Y
0--
6
CORRUGATED 6'PIPE TO EXTROOF SEE DETJIL 2 SHEET TV 'c =•- j " '
INTO PROPOSED DITLONG ,Ir;r-\ r'I +, tl# it ' '
t�i'r�21 �L'139Fcorrrecr
•R•". i t,E,.g .-(..--. 2;,t
alsoxarouDtcl
oNe-reu. �nTatDRAINS
t�z-4949
/
UILDINACEGRATO D IN - -; _ i g
SPECIAL LATERAL BUILDING\ ._ �
'V'DT H IS' R -III -SEE DFTAIL i- '".- -- I
76'OpOS`ED OG r I t r«t -
PROPD OG ' I
FSTD: N0.
if
Z1I
_ _. ~+rl GREEN986RO,
a THEATER
,-vtjWEE7
,� F I , _<" r \ B FBZ-
r r. :itircawa-2033
BZ
BLOC I Vests
- ....r4 -- 35 h=_ A^ `
ir 435 tJ 434)-
J ='.0
2\� I. ,; �K (ti4 r
.:1
18•
soarTrar 73260e
'� .,' GRATE T!'(`f \'..,
--'- -... r 'j
t \ i,n.,.v-. ,/x.
UN ZA€LbVi+" ,LMP=%Y}ii
RORAIN ? '_
OUT T
NOT
,i „& .,,
•
eDTems r 73 -cess
GDOT Bt r3-2]69
W
OAB r . OD - \ f
EI
- o n g _ SIG
o .� w c-EGUNWTION1
.* . f ' / I i Q'
I O
NPDES
W
LDD - LDD # , . - .
_-__.0--------_-_ + r '.'�- -.. _
_.�
t f LDn Loo= LDC LDC a ;�.'—:r
f _____+___-__F__-_-_f______.p___ Lo D
General Permit
_ 7
_ - Bz...
Sq
I, _ DL _. _
-f-w f -----
Applies
SR f
-G2- F
_
N 1 W TYP-
S r
I
LOD �h{ "`¢�f E __ ." Tai '. ' f'
ME
ENH NO�2 .. r
(SEE LANDSCAPE PLANS)
` �` c E - _ ®
0
- -� Lop
r tOb -
- . �D '
�w
h``
DISTURBED AREA =
xx.x Acres
GIS DISCLAIMER
901`
TI3 --'.• /
RETAIN T OTECTION� �' 1
EXIST NS t:LAST'"H'TaP'-RAp----------------L--._ _ "i" ,.
y r'11:L`­1
SYSTE 3 5 Y CFD; � O
Objects on this map st— .Itis o dotted
linsatya wa not sur.ayaa. tnay wa
rR-III "..
L0.,
s _0 t
a ., s ' SEE IjETAp, 2 5}IEET`TT k ''\'""'-»--�-__ _ -
,�,J7i, ���1 �. � , + -_
- ;;
ampaed by phctogrammetr:o method
woods m me Geographic mtamoCw.
a Ststem
Q
L;SLJ .�
m� / _ /
MH ISTD NO:A 7 "" by J
i„
_ t' _ �F tL^7=,R.
E
- _. -
PROPOSED COC 1 -_ - .� - - C �r a zh GRAD 'TO
(CIS) sortema uW by the
city
r or cre.n,bao.
... _- - -.. Bl ..
\
2 £ w DIS >1SL, { G '1 3 �1 RAI: f i'=.DRAIN i� /�Q'
B (STD. NO 400)
TIE INTO EXIST 18' VCP
❑I TIE AND GUTTER
i 2F'i ;; /V
T, PROPOSED COG
""`�_. • Ill I r •', N /% 04'26e W r' rt c I Ff E t DI (STD. N0. 475 `- "'----
"°' ` ---
N BT -7 i -.-- PROP 2 /�.� REMOVE EXIST TRESTLE AND REGRAO'E tr,� 9t GRATE 434 ��
ro _ J
NC SILL IN SOUTH ' STREAM CHANNELBACKFILL €`P > F;;
1nw\\�
XI T CO JOINT
AT Exlsr GnNc piNr
L (Bl1R1E0 rl # I�
14 -
>. . ��`
ABANDONED CHANNEL 1
❑2 TIE TO EXIST SIDEWALK
-- .: IMPROVEMENTS
!7L
.. y ASS II RIP RAP
"
PROPOSED OPEN END 18' RCP -Ill ' ` f
TIE INTO CULVERT ( # �P
❑3 RETAIN EXIST SIDEWALK
-
• FuF �" ESi 55 TONS
rf
INV OUT 759.25' -=^
0 CROSSWALK WITH STREETPRINT XD
"-'EST„40 SY GFD UMITS OF DISTURBANCE
a - #
f
5❑ PAVEMENT PATCH (SEE DETAIL
SEE DET A0.., 10
DB G ('-r..-il T'r` SHEET T7 '"'--- SHOWN ARE FOR CULVERT
, . �,,. -' ' _.. „E;, - _.. .. _..
T T 3 T1- L.FE f 1 �,= .
,- , '
SHEET 751
6 6'CONC CURB RAMP AND SIDEWALK
c? _ INSTALLATION OR STREAM
c '> .REPAIR ANDSHALL ONLY
• ' ?'t J [' i5 ! .t'T
S 1T flA 8. r.:V>. ., P
❑7 4-CONC SIDEWALK
BE USED FOR IMMEDIATE
f � .WORK TO INSTALL
jI
1SEE
'. -
SHEET C -ll
® SPECIAL LATERAL N- DITCH
(SEE DETAIL I/SHEET T7)
I CULVERT OR MAKE
FOR -G2A- PROFILE
❑9 PROPOSED CONCRETE PAD
STREAM REPAIR
7
(SEE LANDSCAPE PLANS)
Pl = 36+89.00
0
Pl = 40+35,00 PI = 43+5200
CULVERT HYDRAULIC DATA EL = 762J5'
PERMIT DRAWING
EL = 77L49 oao
EL = 765.05' 2 v 7'W x 7'H RCBC (BURIED /'WITH VC = l00'
SHEET 10 OF 24
VC = l00 O
VC = 100' 2'CONC SILL IN SOUTH BARREL)
oao
040
zli0
END SPEC/AL
DESIGN DISCHARGE = 587 CFS DUTCH GRADE RT
�KKKKKK PERMANENT IMPACTS ZONE 1 (GREENWAY)
PROPOSED GRADE ' oao oao
DESIGN FREQUENCY = l0 YRS -G2- STA 44+00
DESIGN HW ELEVATION = 764.8 FT ELEV = 760.87
o
BASE DISCHARGE = 656 CFS DITCH PI (RT)
KKKKKK PERMANENT
IMPACTS ZONE 1 (STREAM)
('J/86/3i o o C�^ o" '
(L Ln....
x BASE FREOUENCY = 25 YRS -G2- A 43+75
�z
Wor
BASE HW ELEVATION = 765.3 FT ELEV = 760.45 0
�PERMANENT
IMPACTS ZONE 2 (GREENWAY)
L ~
ti
OVERTOPPING DISCHARGE = 5/999 CFS
o S
W
117
OVERTOPPING FREQUENCY = SIO YRS O
OVERTOPPING
TEMPORARY
IMPACTS LONE 1
CL NQ
WoLn
O ELEVATION = 7652 FT
n DATE OF SURVEY = 09/28/20/5
TEMPORARY
IMPACTS ZONE 2
55-120 WS. ELEVATION a v
_
lsT�'P
o LOX
AT DATE OF SURVEY = 7573 FT 2
o, to
EXEMPT
P Y
765/7764b9 O
55-122
9
I
—LOD—
OF
END SPECIAL s
iYa 1
I _ - _ - - -
- ' -
DISTURBED DIMITS
AREA
DITCH GRADE LT o
A, 18'RCP I
-G2- STA 37+75 76278 t'
C �%
- - - _
-------__ - - (
I , , ----��-___ (-J 093% _ _ 5092'.
_________________________
SEE SHEET CI7 FOR
CROSS PIPE PROFILES
761 1
ELEV = 766.7764-21
P 8• VCP ___ __ - -
-
tai
EXIST 6-5� CIP 'I PROPOSED
TOP 2 A 7' X 7' RCBC
189• CROSSING
T 4 +4 /N SPECIAL
7�m
---------
- - - W/ 2' CONC SILL
I 1N✓ 75Z86 DITCH GRAVE RT EXIST/NG GROUND
fx/sr Is• as At -SOUTH BARREL
' ($i/RIEt}iJ---_-__--
75925 -G2- STA 41+00
i
' ELEV = 763.02
PRELIMINARY DESIGN
-------- _'
-
y 75620
DO NOT USE FOR
-----
-6• PVC 2 CONC -SILZ -
CROSSING r5•VCP
EAOST
i fX/57 /S• DAP � �
1-- ap----------------------------------
CL RCBC---- LL__ ----------__
-----D
CONSTRUCTION
_ _ + 7 c o IN
-----
-G2- STA 39+85 - - -
INV UNKNOWN - - + 4
INV 75226
- - ------ _ _ EXIST 15 • 1P
ELEV = 756.6(Y '
Th6 d«amenp together with
the concevta and designs
Pseaaaro w TIE ovvice ar:
REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. PATE BENCH MARKS JOB NO.P-05645-04/P-05644.0-04
CITY OF GREENSBORO
ROADWAY
DESIGNED BY CMK
presented herein, as on instrument o/ serxice, is intended only
for the fandspecific purpose and client for which it .as prepared,
Reoae or and improper reranae on this a«°theist wahaNt wruen
authonrotion and adoption by Kimley-Horn and Associates. Inc.
■
Kimsey>>> Horn rvc uc6rvse ar-0�oz
l__I`1/ RAtEAHN TER B°^��
w.LEiGN, xoBTN=OLINA � 1
ENGINEERING DIVISION
SEWER DETAILED BY cMK
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
MATER
CHECKED BY JWM
C4 OFC12
Copyright Kimley-Horn and Associates, Inc., 2018
PHONEIssalen-zaoo
©ro,e
A&Y GREENWAY
SIDEWALK
2015-003 SCALE: NozT: t-•3O'VERT: i'•3

0
0
N
0
I
PERMIT DRAWING
MARTHA .1. DFAAN�
C LY'.;LrL.' jAFA.E�,.; ZI Uv
CONTRACT SHEET
SHEET 11 OF 24
F, (SIN04 E)
L�" tUNfAVRIEDj 1 -X4 HI L; DR. 14
OF
j,I6
I G SON
-N "IH L, G'RRIZ
I 'LJG -N
11LUACE 07 HILLSIDE DR. Grt, 00' U0 L�,S K, C IRRI G
DR
PERMANENT IMPACTS ZONE I (GREENWAY)
RUCTION. -
qD[$49 0-0
LIMITS OF DISTURBANCE -N 0 421K'� G '�40, 1 5;'DE D"' C� �4i IIIA L GARPISC)N
SH%7 FOR CULVERT 3 5, 1 Q :Tec PG -v2l' �0- HILSIDEDR,
'AI
SENSITIVE INFORMATION
-Y5- POT Sta. 11+2922
END MILLING & RESURFACING
REAM D E
E,MICICET
REPAIR AND SHALL ONLY --------
NAD
Not to be copied or distributed
PERMANENT IMPACTS ZONE I (STREAM)
PROP RAISED CROSSWALK WITH
BE USED FOR IMMEDIATEll
eithout the express written
DETECTABLE WARNING SURFACES
WORK TO INSTALL FENCE
PROP fBLACK ORNAMENTALpermission
the
PERMANENT IMPACTS ZONE 2 (GREENWAY)
BZ
CULVERT OR MAKE
STREAM REPAIR SEE DETAIL 4IL-504
26ANNEL IMPROVEMENTS j
(ILA, _L
CL IF RAP E PROT To.
T 35 TONS �A'11 13, RIP RAP
T- G 40C PS M SITE 4
of
City of Greensboro.
tl
TEMPORARY IMPACTS ZONE I
8z I
El SY 20 SY
DE AL 12 SEE DETAIL,2
18. RCP 11
TEMPORARY IMPACTS ZONE 2
PROP 12'DRIVEWAY
STD. NO. 848D3
SPECIAL LATERAL 'V' DITCH
SEE DETAIL I
8z i CH:W$IMPROVEMENTS SHEET T6
ASS
LLC SS P RAP "I ; _'�4' 24* RCP
9�, TONS
}24
EXEMPT
.,RETAIN EXIST
_t�k� TAIN
I I
EST 55 SY OF BUILD
SEE DTT "RC-1 1-1
SHEET PROP PRIVACY AA P71
C0NTACrCIN]&�CMNM
I
ctty und
DENOTES LIMITS OF
DISTURBED AREA SYSTEM
—IOD— FENCE r INSIDE
PROPERTY LINE P" C
/1'.100
-
LI oasts
VEGETATED
RAILROAD TRACKS
BUILDING, SEE LANDSCAPE
PROP uuffs
BZ 2
COG wetlf 73-�2033
GOOT T 7
03/�l 7
OG 7 3 -sn
PLANS
�Jr
T -s
CURB
P -T
MOT S 73-.s
PROP
5 CURBI
LOD ------
11!
NPDES
el
nm=
General Permit
T8
44
100
LOD LOD
IX ANNUAL CHANCE FLOOD fBFE)
_AL &WAN(:L FLOOD (rU7-URE1 --------
Applies
PROPOSED
F'.._
12 *00
PROPOSED COG MH
RI
DISTURBED AREA
xx.x Acres
COG --J
DI (STD. N0.435.
)e I8'RCP­
ISTD. NO 4001
PROP 2 a A �)JILI 0,-U C
SILL IN NO1 MI
.,,r
GRATE 4341
-r_CONC
F BARREL !"101� BZ I,—
BUILDING
I
PROPOSED COG SITE 4 'U"
DI (STD. 34 435 ri.
GRATE 434
k E T,�-, BZ.I.- -
BZ
L;
J
GIS DISCLAIMER
•
18* RCP -IN
RZ 2 REPAIR EXISTING
REMOVE EXIST T STLE AND REOR X--, BZ 2
01,00s an this nco 0~ with a dotted
STREAM CHANNEL FILL STONE ETAINING
-9 WALL PIPE EXIT
ABANDONED CHANN TAL)
finottyle - not wowyed. th*y
c -OW by phot Vic enethtdft�
-------
EN If_CIDE
MD _OP END JINCIDE
a-loble an the GmWaph;c I,fannotk,
Cr
18' RCP -111
REMOVE AND REPLACE
EXIST CI W/ COG
18' RCP -11 TIE INTO CULVERT
OUT = 750.00'
L
Systw (GIS) wfteane -d by the
City at G -0-c.
BUILDING
L" CI (STD. NO. 402)
RADE TO DRAIN AROUND PROP FENCE
GRADE
PROPOSED WING WALL # I -02- STA 48+91 TO 57,F74 RT
W W Ar CURB PROP VW/DE GATE
• - --------
IB RCP -III
PROPOSED COG
RIP RAP OUTLET PROTECTION-
i NOT NEEDED DUE TO ROCKY
L -PROP rBLACK ORNAMENTAL FENCE STREAM BED
TIE To Exisr CURB AND GUTTER
AT EXIST CONS JOINT'
TD.
D. NO. 402)
SEE DETAIL 4IL-504
-G2- STA 47+75 TO 48F37 RT
TIE TO EXIST SIDEWALK
REMOVE_ AND-REPL4-
EXIST CIW/ COG
VEWAr STDLNGL54IU)J
REMOVE AND RESET EXIST GRANITE CURB (TYP)CROSSWALK
RETAIN EXIST SIDEWALK
WITH STREETPRINF XD
CI (STD. NO. 4021
END CONSTRUCTION
PAVEMENT PATCH (SEE DETAIL
BUILDING 18' RCP -11
-Y5- POT SID. 12+41
END MILLING & RESURFACING
SEE SHEET C-12
SHEET r5)
FCONC CURB RAMP AND SIDEWALK
PROPOSED COG
CI15TNNO_ADZ)
REMOVE AND RESET'EXIST GRANITE CURB
ITYP)
------
FOR -Y,5- PROFILE
r COW SIDEWALK
SPECIAL LATERAL V'DITCH
(SEE DETAIL IISHEET TTI
Fg] PROPOSED CONCRETE PAD
I (SEE LANDSCAPE PLANS)
so
PI z; 46+2/.00 CULVERT HYDRAULIC DATA
0 0 oso oso Z,
EL = 75530' 2 v /0'W x 6H RCBC (BURIED r wffH
Oj
VC = /00' 2'CONC SILL IN NORTH BARREL)
PI 45-k89.00
EL = 758.90
DESIGN DISCHARGE = 666 CFS PIPE HYDRAULIC DATA
DESIGN FREOUENCY = /0 YRS
VC 60
STA 52+00 -G2-
DESIGN HW ELEVATION 755J FT 24RCP-IV
BASE DISCHARGE = 755.5 CFS DESIGN DISCHARGE = 113 CFS
C:I Q. PIZ
050
DES/GN
050 BASE FREOUENCY 25 YRS YRS
2 !:� Q. �E t;
BASE HW ELEVATION 755BI FT DESIGN HN ELEVATION = 7512 FT
0- CL
OVERTOPPING DISCHARGE 687 CFS BASE DISCHARGE 12.3 CFS
Q) OVERTOPPING FREQUENCY >25 YRS BASE FREQUENCY 25 YRS
5�j 12A
$`_ OVERTOPPING ELEVATION xv 7552 FT BASE HW ELEVATION 750 FT
NA
Q)
IT
OVERTOPPING DISCHARGE
'��j L CFS
Lq
ti DATE OF SURVEY - 09126IM15 OVERTOPPING FREQUENCY= NA YRS
C) Q I,
z �_ In
OVERTOPPING ELEVATION NA
C)_ W.S.ELEVATION FT
A 44X
Q_ V)
Lu AT DATE OF SURVEY = 748.8 FT
PROPOSED GRADE
157 5r
55-128
SS -127
SEE INTERSECTION DETAIL
75w62M5
0 1,07l5i
/6"qc'a
SHEET INT4 FOR
EXIST 8.5" CASA,:
- - - - - - - - (-)0.75517
ADDITIONAL INFORMATION
TOP 75779
- -
SEE SHEET Cff FOR
----------------
EXISTING GROUND
- - - - -
- - - - - - - - - - - -
0.75;., : �
CROSS PIPE PROFILES
DIP
LT.P �71
--- --------------
753.6J
- - - - - - - - - ---
(-)0.767
BE IN P I L 8' VCP ------ 2,rRCP
j
END AIDE c44R+0`SSN`G:
6J. 19,
TIE TO PROP uvv 756
T -----
HOPE
--------------------------
-------
----
-
1 WPM L CROSSING I" _H P/(LT) 4,0Z
---- -G2- STA 49+00 r2 49+44,� STA 50+00
RAISED CROSSWALK
1IVV 748.51
753-34 ELEV = 752.59 D
PRELIMINARY DESIGN
-G2- STA 44+4627
----
PROPOSED
CH PI (L T)
------ -------- END SPE��,�C
--- J ;�CONC -G2- STA 5/+00
-----------
DO NOT USE FOR
ELEV - 761.67 hGIN GRADE
_ff7
2 a 101 X 6' RCBC
SILL DITCH GR AAE LT
"I -------------------------
----- ELEV = 751B3
CONSTRUCTION
1 P
W
RAISED CROSSWALK
W/ Z CONIC SILL
-------------------------1- ---------- DUST 16' HDpr ------------- ------- - G2- STA.�2+00
E� CL RCBC EL& sw 74%4/
-G2- STA 44+67.77
IN NORTH BARREL
.... - -----
-132- STA 46+07 --------------------------
r
ELEV = 761.62------
(BURIED
----
ELEV z: 746.00' ----
This document, 1o"tPw with the concepts and designs
PREPARED IN THE
OFFICE OF,
REVISIONS
TYPE CONTRACT rONTRACTOR AS BUILT UTH. DATE BENCH MARKS JOB NO. P -0%45 -04/P -05644A-041
CITY OF GREENSBORO
ROADWAY DESIGNED BY CNK
pr7lod In. as; an instrument of ser,4ce, is intend. only
for
o the specific
"Zrit for which R - prepared. ;c purpose and Pared.
Re of and improper reliance an this doc,nTent .;tho,t written
horizo6an and adaption by Kenley, -Han Assodatwit. Inc.
a t-
■
NIUCENIE1 11
121 FA­U_E ST., BUTTE M
­_EIGH. NORTH QkHOUNA 2Ml
Kimley* Horn
ENGINEERING DIVISION
SEWER DETAILED BY CNK
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
WATER CHECKED
. and
Copyright Kimley-Horn and Associates, Inc., 2018
BLY GREENWAY
2078-003A
SID WA K SCA • Ho:i• 1 •3d VERT• t -a

w
0
0
0
w
PERMIT DRAWING~
LAS K
CONTRACT SHEET
SHEET 12
OF 24
��RQPSON
Hit.sIrp AND;vo , i -R I " 14
OF
IF DR, 'K-3 IA, L. GAR IDOUG�AS k GARINDON I
_)3, CHANEY PROP E.:IFS IILL�� DF DR. a�' Hit LSID GPN 101 M4�, C'N ISON
G"N' mlYtwI9 P. 4262 PG, 546 1,06 Hil, - SIDE DR, 'DYN HtA L GARFlt�OTI
LIMITS OF DISTURBANCE � " , ;­"�' , I T
PERMANENT IMPACTS ZONE I (GREENWAY)
, , _,,,7
IN CONSTRUCTION S ��PNOOJISSC' S
OR SHOWN ARE FOR CULVERT �S15, PU .-114 IG 020 1 305 tift_�SIDE _)R ANIE
_y5_ PO T Sta. 11+29.22 INSTALLATION OR STREAM call PG 93 GP'40003�14t� 11 ", - '
REPAIR AND SHALL ONLY -I E D
SENSITIVE INFORMATION
PERMANENT IMPACTS ZONE I (STREAM) ;1
END MILLING RESURFACING Di 13,
fA
PROP RAISED CROSSWALK WITH BE USED FOR IMMEDIATE_L' NAD 83
Not to be copied or distributed
G
DETECTABLE WARNING SURFACES WORK TO INSTALL N 110'J'1,15
without he express written
......
I
PERMANENT IM (GREENWAY) J
PACTS ZONE 2 (GRE
TEMPORARY IMPACTS ZONE I
CULVERT OR MAKE i PROP ORNAMENTAL FENCE 'a "w;' P -1-
KELIL� K. CARPENTE,
STREAM REPAIR SEE DETAIL 41L, 504
I �JNVARPt -D'
8Z 2CBANNEL IMPROVEMENTS 3 1` LSDE DR
E'P CIN
RIP RAP 75 T G_PIq I
TONS
L 00 ASS 13' RIP RAP
S C SITE 4
EM 5TS Y G 20 Sy PS All
Z SE T EE DETAIL 12 t
permission of the
City of Greensboro,
W Misr
18* SHM-T7
TEMPORARY IMPACTS ZONE 2 PROP 12'&RIVEWAY SE 'V"DITCH I
f=' SPECIAL LATERAL 5 DwP It
sTaND84aDi SZ -1 E-IOETAIL I-- --I -
"4:rSjRfMVR IMPROVEMENTS J $HEEIj_TS'
EXEMPTLOD
T S
Loo f 24'
-Y F
RETAIN EXIST SEE DT 1
Eisixxt11YOUDIGI
CX)SrrAi7EON&CAI/.-
_LOD-
DENOTES LIMITS OF
DIST
I-
ivr LAj
J _4 FENCE DID q-5ai. 5!
j4iq�STEM 9W -
PROPERTY Lill 2�1
ex
city round
Loc I u --h
la
VE Bz z
R'=EO Lr)
TRACKS
OG We 73-2033
aw
eulLOirvc ♦CiDUT
SEE LANDSCAPE PROP LIMITS
PLANS
T 73-2606
c 84
_aG/G,, i ':2.
I
013 We
COG
'M
OD
PROP WCURB -X�X�x
S 1 a
PROP o
TO-
GDOT S 73-2569
ex /8'
CVRB
."!R
L uZ" 41 1"Ln
NlPnp-q
General Permit
-7-1
- - -
Applies
12+00
DISTURBED AREA
PROP
PROPOSED'
DIISTD,ND. 412f��
A, GRATE 4341L.
PROPOSED COG
(STD. -NO -4001 PROP 2 0 Vx6RCBC
18'RCP-4U AJ�FORP C SILL IN NORTH
U1
1,
xx.x Acres
eltolwo
4v
BZ I �z
DROP0_1ED CO(5;
I (STD. ITF,�
N 0..'3 S E., 4
GRATE 434) BZ"�R REPAIR EXISTING
REMOVE EXIST TR STLE AND RE BZ 2
'LLST -'I- T' STLE BZ 2- S
STREAM �CIANN.El ACI1111L r TONE RETANING
C
ISIS DISCLAIMER
Object, an thh, rnal, stioen eith a dotted
enine at w-yiid, they eexe
tom
------
WALLED PE EXIT
ABAN 'C' It (I TPI
ABANDON E� CHAIN -
-OPEN END ---`B 2
Cornpled by phItlWarn-lic -hads,
b 10 the Gmg,Wh;C rfonrl6b,
-
RCr-III'"
_LLNICIDENTAL)
-REMOVE AND REPLACE' 18' RCPAI TIE INTO CULVERT
-EXIST CA W4 COG
Ct(STD.NqjO2`1- INV OUT 750.00'
VD
SRO an
yster, (GS) saft.we used by in*
cty of G­etax,.
BUILDING.
GRADE TO DRAIN AROUND PROP POST CABLE FENCE
>
,PITO' 6`X ArC(RB
PROPOSED WING WALL -02- STA 48+9170 57474 RT
WIDE GA
RIP RAP OUTLET PROTECTION
18, RCP NOT NEEDED DUE TO ROCKY
Pg000siib COG -PROP r BLACK ORNAMENTAL FENCE STREAM BED
FL] TIE TO EXIST CURB AND GUTTER
AT EXIST CONC JOINT
D.NO.402) SEE DETAIL 41L-504
I
-GZ- STA 47-75 TO 46+37 RT
TIE TO EXIST SIDEWALK
REMOVE AND -REPLACE
19T 0 DRIVEWAY STD. NO. 846.03 -
3END
RETAIN EXIST SIDEWALK
E CIW/',COG
REMOVE AND RESET EXIST GRANITE CURB (rYP)
CONSTRUCTION OL K iDl; i
CROSSWALK WITH STREETPRINT XD
c1(
(T
TD.NO.402)
PAVEMENT PATCH (SEE DETAIL
'BUI�ING
I 18*'RCP-U- i -
-Y5- POT Sta. 12+4122
SHEET T5)
PROPOSED
OPOSED COG
END MILLING & RESURFACING SEE SHEET C-12
6'CONC CURB RAMP AND SIDEWALK
- 4
REACIVE AND RESET EXIST GRANITE CURB (TMP) -Y5- PROFILE
FOR
[77] rCONC SIDEWALK
SPECIAL LATERAL v- DITCH
(SEE DETAIL IISHEET TT)
PROPOSED CONCRETE PAD
(SEE LANDSCAPE PLANS)
0 0
P1 48+21.00 CULVERT HYDRAULIC DATA
0 0 050 050
EL = 75539 2 v 10'W x 6H RCBC (BURIED /'WITH
VC = /00' 2'CONC SILL IN NORTH BARREL)
Oi
PI = 45+89.00
EL 756.90 DESIGN DISCHARGE = 666 CFS
DESIGN FREOUENCY = /0 YRS PIPE HYDRAULIC DATA
VC = 69 STA 52+00 -G2-
DESIGN HW ELEVATION = 755J FT 24RCP-IV
BASE DISCHARGE = 755.5 CFS DESIGN DISCHARGE = 11.3 CFS
050
CL OL
OL
050 BASE FREOUENCY = 25 YRS DESIGN FREOUENCY = /0 YRS
BASE HW ELEVATION = 755.81 FT DESIGN W ELEVATION = 7512 FT
OVERTOPPING DISCHARGE =687 CFS BASE DISCHARGE = 12.3 CFS
OVERTOPPING FREQUENCY = >25 YRS BASE FREOUENCY = 25 YRS
S'512A
OVERTOPPING ELEVATION = 7552 FT BASE HW ELEVATION = 751.3 FT
8
Ly OVERTOPPING DISCHARGE = NA CFS
DATE OF SURVEY = 0912812015 OVERTOPPING FREOUENCY= NA YRS
le ficF
Q.
U) W.S.ELEVATION 1OVERTOPPING ELEVATION = NA FT
t AT DATE OF SURVEY = 7488 FT
117
75795 77
PROPOSED GRADE
1L
5 SS - 127 SS -12e
SEE INTERSECTION DETAIL
75625
ILL:
SHEET INT4 FOR
ADDITIONAL INFORMATION
11
TOP - 757.79 V1.41
---
EXISTING GROUND
SEE SHEET Cff FOR
PIPE
CROSS PROFILES
------------
- - - - - - - - - - - - -
733.63
12' ------
TOP 756.34 ----- -----
CROSSING
END GRADE 44+63.19
TIE TO PRO INV 756.8f
RAISED CROSSWALK
- - - -
---------- .............. 1`-) 070.1
-----------
SPECIAL
----- EX/sr 16' NDP ------------------------- BEGIN a- VCp - - 2-r RCP
---------------------------- -G2- STA 49+00 CRO-17SIAIC I
-- ---- DITCH GRADE Ll DITCH P1 QT) a 4DX
--- -- G2- 49+44.26 -G2- STA 50+00
------------ 753.34 IW 748.51 ELEV = 752.59
ELEV
PRELIMINARY DESIGN
-G2- STA 44+4627
-- --- ------ H
----------- DITC PI I NQ SPI�C��
PROPOS E
DO NOT USE FOR
ELEV = 761.67 BEGIN GRADE
2'CONC SILL -G2- STA 5000
2 v 10'X 6' RCBC -- ---------------- -------- ------------------ = 751.83 DITCH GRADE LT
CONSTRUCTION
TIE TO PROP
RAISED CROSSWALK
E�
W1 Z CONC SILL ------------- --------- ------- - _G2- STA � 52+00
CL RCBC ---------- E)fw 16* HDPE . ......... ELEV = 74!�41
IN NORTH BARREL ------------
-G2� 44-1,87.77
.... ----
-G2- STA 48+07 ------------------------------
!TA
ELE 761.62
(BURIED r) ELEV = 748.00' -----------
i
This dim-ent. together
ith the concepts and designs
PREPAREIN OFFIIC
RE TYPE CONTRACT ONTRACTOR AS -BUILT ALI
VISIONS TH. DATE BENCH MARKS JOB NO.P-05645-04/P-05644)-04
CITY OF GREENSBORO
ROADWAY I DESIGNED BY CMIK
presented herein. as a, ;nsir-t of i- �3 intended only
`-w '
for the specMc P-powe and client for h;,h it was prepared.
Reuse of and improper reliance w this doc,mert e,itho,t r;tte,
_th.' 4.6.n and adoption by Kimsey -Horn and Associates, Inc.
NC LCN"E'1'1'
­1AY­ LIEST 1UTE.1
I T "Ill LINA 11.1
Kim I ey,100 Horn
ENGINEERING DIVISION
SEWER DETAILED BY CMK
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
WATER CHECKED BY Jill
C5 OFC1 2
Copyright Kirriley-Horn and Associates, Inc., 2018
, '� __T
Q'-
A&Y GREENWAY
SIDEWALK - P01 -i -nag SCALE: HOZI: I'-30*VERT: 1'-3
ex

1 1, 2,
002 � '� 0, 22 �0
S JA'ILLIAl! I !A. _L -'Z! LA. CC, i . I RODER]
SPECIAL LATERAL
'T
CONTRACT SHEET
�LO t�D
0,6 412 � LL_',IVE DK, " I � LL
spri oc C, 5
DITCH
SEE DETAIL I
OF
PRIVACY FENCE
'g,;, PROPERTY UNE
SU 'At: L WJLE�
7 CIL 77<1. PG R.
GPN ioc,40E._,ll R7 rNY !CNC
'.j TI- N1 L!I;rr 111-_
QG 54 17
SHEET T6
PAW SOIL MAIL
wrrH
RE
'FENWER11
SENSITIVE INFORMATION
4,�
TE 5 4Cr
PE
YD
VF 4"IE EXIST
WITH EXPANSION
Not to be copied or distributed
without the express written
A
F LSE 5 P
EE DETAIL 5
HEET TT
SPECIAL LAR
CBA5, 'a,
SPE L 'V'DITEH_- I SPECIAL LATERAL
SESEDEOPIRAIL 3 4 BASE DITCH
I!, L," C E C'
'0JL I
.;i4 `0 4.
permission of the
City of Greensboro.
SHEBEETGTT
SEE DETAIL 7 PROPOSED COG
rawsr
SHEET TT Cl (STD. NO. 402)
SPECIAL LATERAL
1 SPECIE DITCH
E DETAIL 3
T7'
-SHEET
'IFAAR
AN71 PATRil
_RE.E PROP P057 AND CAME FENCE
REPLACE - -----
PROPOSED CO
PRIVACY FE Of (STD. NO. 435
GRATE 434),
I_K Ns
1 SID",
CONTACrOINE-CALLCM24TIlIt
AOMST
I
0p,'N.PQ ,I +
city uni
L
L
7-:-F"
7P_III_
EIA'11111
FLARED-
IL
COG No 73-2033
■or rrsf Is-
zcb
�ol 71
-2064
QCII 7-2064
0116 " 73-5M
1
LU
v)
T-
GOOT S 7-1!5610
NPDES
;JL. RCL ­'�_ C- PROP TL -3 METAL
CUL Uj
StAFI` , OF ED- �Xl
GUARDRAIL (RUSTIC
APPEARANCE1
RZ 2
General Permit
BzRCP
TAIN EXIST -
Applies
Ir
E TAIN EXIST
RZ 2
COG CI
DISTURBED AREA
TRACK TO
REMAINC-7 Sr
4•LU
xx.x Acres
PROP fGSf AND BI7
FENCE 51JILDING
RETAIN TB
DISCLAIMER
8zGIS
RETAIN
ka
f
Objecis an this map *� elth a dotted
Useetyle — not suresped. Met, eue
PROP GWLAU
1
catli- by
PEDESTRIAN BRIDGE
8z 3 11,
invillible on the CoNrolohic I.form.6an
REMrb Tf
CIT.��EI,IOCGG
S
---- BZ 1-
"Ij---` RETAIN?
Sytt� (GIS) 20flexe r by the
City of creveloarb
EKIA, R5 (11 N
ENDPff-,^�j
4/
,OPQ!
TIE TO EXIST CURB AND GUTTER
BZ 2—
-A
AT EXIST CONIC "Nr
TIE TO EXIST SIDEWALK
RETAIN EXIST SIDEWALK
17R
POC
S ITE 5 -yi- S
CROSSWALK WITH STREETPRINIF XD
END IZ COAL AIX
Aix
AEK
Aix
TIE TO EXIST OWN
PAVEMENT PATCH (SEE DETAIL
SHEET T51
-J,
GREENWAY60011C
CURB RAMP AND SIDEWALK
FZ] YCONC SIDEWALK
F8] SPECIAL V'DITCH
SEE SHEET C12
LATERAL
(SEE IISHEET T7J
3
FOR -Y6- PROFILE
DETAIL
F2] PROPOSED CONCRETE PAD
I (SEE LANDSCAPE PLANS)
SPECIAL
PI = 54+54.00 PI 57+81.00
PI 59+8200
PERMIT DRAWING
DITCH GRADE LTEL
751J2 EL 747.42'
EL 749JO'
SHEET 13 OF 24
-G2- STA 52+25
VC = /001 VC = 60'
vc = 120'
ELEV or 751.07
97,77, PERMANENT IMPACTS ZONE 1 (GREENWAY)
060
PERMANENT IMPACTS ZONE 1 (STREAM)
PROPOSED GRADE
060
SS -129
060
PERMANENT IMPACTS ZONE 2 (GREENWAY)
15
TEMPORARY IMPACTS ZONE 1
::z:15:
TEMPORARY IMPACTS ZONE 2
�0,697
P
11 v 4.07
Q,
EXEMPT
- - - - - - - -
(+)OB358%
—LOD— DENOTES LIMITS OF
DISTURBED AREA
--------------
. .. . ..
------------------
---
---------
a ----------------
EAVr 15
—EXISTING GR
SEE SHEET Cff FOR
SEE
CROSS PIPE PROFILES
--------
DIP
----------------------
-----
--- ------------------ 744-V
END SPECIAL
-„Y
---------------------------
DITCH GRADE LT
EXIST
/81,70. -G2- STA 58485
746.63
PRELIMINARY DESIGN
24 7-41--
iwbif-
ELEV =
�vur --- -------------
- STA 56+50
------------
75
DO NOT USE FOR
CONSTRUCTION
ELEV z: 746.74 iwL�
N
DITCH PI (LT) DITCH L
.99H
-G2- STA 55+00 -G2- STA 57+60
-G2- STA 56+00
ELEV = 749JO ELEV or 74420
ELEV or 74525
This document, together with the concepts and designs
PREPARED
IN THE OFFICE OF:
VISIONS I TYPE I CONTRACT-ItONTRACTO AS -BUILT JALITH. DATE BENCH MARKS JOB NO. P -05645 -04/P -05644A-04
CITY OF GREENSBORO
qq�PWAY
DESIGNED BY CMK
printed herein, as on instrument of service,is 'intended only
■
ENGINEERING DIVISION
for the specific purpose and client for which h it d
c , was prepare
SE.r
DETAILED BY CMK
DOWNTOWN
GREENWAY PHASE 4 &
SHEET NO.
Rouse of and ;mpr,,pe, reliance on this doc,hrent without written
illittNir It
and od,ption by K;.Iy-H-. and Associotes, Ina.
121 ­ETFE�UUE Ox
-1
Vlep)) Horn
NATER1
CHECKED BY JIFIM
C6 OFC12
Copyright
right Kintley-Horn and Associates, Inc., 2018
P_
owl$
ABLY GREENWAY
. In
SCAI E' HOI 1--30'VE T, t' -T

023 1�24 SPECIAL LATERAL
LIK�/vA,%IAM I 53LIVNN't V. FRA�., '�',';;LLIAL' V. I"Ll - VAERIJL A. CC)" ROBERT GARY [-'V' DITCH
CONTRACT SHEET
",I fit. `I -E "NUNMAIRJED'A-OM��N A%I) �% if L 412 ILLI'L" f I A' D
11, E 0 R,
C4 I E 'R '�-4 Ct'� I'v I I G NLL"�ON 'Nr� 10, L li�L' U`
'A.
5 E DETAIL I
AN �l'ICHIELLIE 611 E- I SEEE
AN - '3� - �FRI NN ANDE ISC,
OF
SENSITIVE INFORMATION
PROP PRIVACY FENCE r C-P�' G"�E'
3 GPN 0004
I 13-3t-17 z -? C6C TINA Al MADRE PROP SOIL NAIL
INSIDE PROPERTY LINE -
W H
if D.3 751 OG IT, RETAINING WALL WITH
T a"'� 1u
IV,
11
DG 25 STONE VENEER FACE
FACE AC
E
N-- Tft ITO EXIST CONIC
B 5.123. PG. -6 7 "l DE
" I 17101� TH VAI MWITH EXPANSION
Not to be copied or distributed
without the express writtern
VV
LSE "j"
4� LLi L„
ICE C,,
permission of the
11�44 2 EE 061AIL SP CIAL LATERAL
Tr SPE L4J[QfL','V'DITCH SPECIAL LATER41.
SESE EDZILAIL 4 -BASE DITCH
SEE DETAIL 7
GIPN 00-4 a E, q,,-.
UBW�14,0(3 429
R COG -
P,
City of Greensboro.
TO
'��E
SHEET T7 C WO
4 SPECIAL LATERAL .4021
I If 2' BASE DITCH
SEE DETAIL 3
SHEET T7
too,C\l
-A&C?N R W lGii�L �S
AND PATRK V, F,
.2 1 REMOVE AND PROP POST AND CABLE FENCE
REPLACE
PROPOSED COG-
Of ISTD. 140. 435
GRATE 434), os.
BEFOREYOUDI I
CoNhI O� CEZIMEIt
OD EXIST
r-,
P -111 -
city round
L uesis
IT CLEANOUT / CP -111 FLARED
--
,7 El
4� NO CT"
�ov
-Ca "o
CJ
X
CDG 73-2033
I 1 73-2606
GDO 'T .1 7
41
RETAIN
27,
LQ
COG Gul 1, :20B4
t ]3-
1 5855
o EXIST MH
FIT
T-6
2
"F
- Ib
s�
GOOT S 73-25159
LLJ
135P PROP TL -3 METAL LLI
A GUARDRAIL (RUSTIC InNPIDES
mk
Bz
8Z APPEARANCE)
2
TAIN EXIST
General Permit
Applies
<
RETAIN EXIST to
BZ 2 COG C(
TRACK TO
Br2
REMAIN
8Z I I
011
I
DISTURBED AREA
xx.x Acres
PROP POST AND
----rAaLE FENCE BUILDING
---RETAIN 16' RCP
GIS DISCLAIMER
Obit. - this Ina, — vith . datAW
III - not —yed. they -Be
Con,piled by ph, -thoft
=1oahk
RETAIN- TB
z
BZ 2
N W OW 5 IN
Rll�*A,N Y\
PROP GLULAU
PEDESTRIAN BRIDGE
BZ
3 REMOVE CI& REPLACE
6o' w /PROPOSED"COG
CI (STD. NO,402)
BZ I- RETAIN- -18. si
_aoble an the l.fwmot;on
syt- (0s) it-. used b, the
Cil, of Gwnrtwo
BOAR" 0
'25 PRE, cv! I S't.
OPE .END
TIE TO EXIST CURB AND GUTTER
C 1�.- I
BZ 2-
AT EXIST CONC JOINT"
TIE TO EXIST SIDEWALK
STRUCTI
A
RETAIN EXIST SIDEWALK
ITE 5 ---Y/- POC Sta. IB +72.00 YR
CROSSWALK WITH STREETPRINT XD
END IZ CONC SIDEWALK
TIE TO EXIST DOWA N
PAVEMENT PATCH (SEE DETAIL
SHEET T5)
GREENWAY
FCONC CURB RAMP AND SIDEWALK
"N. ii
SIM H
FZ] rCONC SIDEWALK
SEE SHEET C12
SPECIAL LATERAL V -DITCH
(SEE DETAIL IISHEET TO
FOR -Y6- PROFILE
21 PROPOSED CONCRETE PAD
F
C)
(SEE LANDSCAPE PLANS)
RI SPF171AI PI = 54454.00
P1= 57+81.00
PI = 59+82.00
PERMIT IDPANA/1N7G
DITCH GRADE LT EL = 751JO
EL = 747.42'
EL = 749JO'
SHEET 14 OF: 24
-G2- STA 52425 VC /00'
VC 60'
VC
ELEV = 75hOO`
'7 CK PERMANENT
IMPACTS ZONE I (GREENWAY)
060
PERMANENT
IMPACTS ZONE 1 (STREAM)
PROPOSED GRADE
060
55-129
=
060
PERMANENT
IMPACTS ZONE 2 (GREENWAY1
(-,Q755/7
Z LTEMPORARY
IMPACTS ZONE I
- - - - - - - - - - -
SWC LLJ LLJ
TEMPORARY
IMPACTS ZONE 2
24'RCP
a 4,OY . .. _. .
'-[EXISTING
ab
EXEMPT
- - - - - - - -
(+)OB358Y
--LOD— DENOTES LIMITS OF
-
- - 7/\.
DISTURBED
AREA
---------------
- - - - -
------------------ ---- GROUND
--------- ----------- EXIST 15. Olp ------------------
-------------------- -- -------------- ------------------
74420 END SPECIAL
SEE SHEET C17 FOR
CROSS PIPE PROFILES
---------------
---------------
DITCH GRADE ET
- ---------- --- ----`LL
- -------------- 7444 -G2- STA 58+85
PRELIMINARY DESIGN
`X1Sr 24 - RCP 7 ELEV = 746.63
Dfrcii --- --------
0"LT' J
-------- ------
DO NOT USE FOR
--GZ- STA ;51
--- 74D.75 ---
CONSTRUCTION
ELEV = 746.74
END SPECIAL - ----- 15GN SPECIAL
DITCH PIQT)
DITCH GRADE LT CH GRADE- LT
-G2- STA 55+00
-G2- STA 57+60 -132- STA 58+00
ELEV = 749JO
ELEV = 74420 ELEV = 74525
This doc.ment• together with the concepts and d ;9
REVISIONS TYPE CONTRACT ONTRACTOR
AS BUILT AUTH. DATE BENCH MARKS I JOB NO. P -05645 -04/P -05644A-041
CITY OF GREENSBORO
ROADWAY
IDESIGNED BY
CALK
I .
presented herein, as an I . —e. 471eZed only
to, the specific purpose land client far which it was prepared-
Re- of �dmp,.W;oel;onc. on this document �itho,t written
■
Kimley>Morn
I ENGINEERING DIVISION
SEWER 1 CMK
I DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
WATER
'DETAILED:
���BY
.EBy
JWM
C 6 OFC12
_tho'.'zoti._
and adopt by K;-Iy-Hw, and Associates, Inc.
Copyright K;mley-Horn orId Associotes, Inc., 2018
I
1 A&Y GREENWAY
;inFwAL 015-003
ISCALE: oZI: 1--30-VERT-
-3
02� 8'

CONTRACT SHEET
OF
END
-GE-
SENSITIVE INFORMATION
Not to be copied or distributed
RETAIN
EXIST
TE POSE OG COG CI
T' E�JIPOS� I
'I
3
44
without the express written
pertnission of the
MH S Na
MH IS 1 NO. 40 I� RETAIN
I
EXIST RCP BEH EXIST MH
RETAINING WALL
dl. 11
GPN
s.
6%
City of Greensboro,
Opt N15T
PROP S611,10AIL RETAIN' CI
RETAt NINO WALL 0
A �I, DANISl 14ARK GREEM 'DIVORCEms;
6'6 14L NIONDE NHAI L Sr.
4 N - kl E I JIJAP M. I ��T_/
',ka7
GPN
D6 7�'45, PG 17�
D13 10,62, QG
SI
PERMIT
DRAWING
BEFOR11YOUDICII
IXHrTArat
1-801)432�19
7-4
Kv
City -f und
'"y
PROP SHEET 15 01 24]
TOE PROTECTIO
GUARDRAIL
AT FACE 0 CU
CU
1-0
PROPOSED C"
v"i
PROP INTERSECTION IMPROVEMENTS (By OTHERS)
55 TONS CLA 'B' RIP RAP
C
60 SY GFD
TA
SEE DIET
LLJ
3%
PERMANENT IMPACTS ZONE I (GREENWAY)
ue.Sft
C
COG "I.r 7 :2033
7- 7 3 2606
pQ
ri '(STD. NO. 4 L: -RETAIN
TRCPL�yISGC
13"00
(SEE SHEET 7A FOR REFEREACE)
A
,SCESTREE-XxKXXX
SHEET T
COGT 73-20M
t 73
COG 73-5855
Tbl:kS I
RUIL i
PERMANENT IMPACTS ZONE 1 (STREAM)
ECT fit 73
GDOT fit 73-1!562
N P D E S
RETAIN I
SYSTEM I -'to_ .�— PERMANENT IMPACTS ZONE 2 GREENWAY
BZ 2
jA G' LLL
Z Ai
STS
A-2 --
Bsir
/ - 'I
TEMPORARY IMPACTS ZONE I
Gen Permit
•TEMPORARY
Applies
_7
IMPACTS ZONE 2
ex 18'
4, CURB
w
EXEMPT
DIS TURBED AREA
xx.x Acres
IRFT#IN I
L
—LOD—
DENOTES LIMITS OF
PROP POST AND CABLE FEACE
DISTURBED AREA
GIS DISCLAIMER
Objects on this Map shown with a dotted
r= I
_G
I1Iz
04:',�
linertyle was not —y" they we
N
_X
R I
1I PROP GREENWAY
(SEE SHEET 7A
IBY OTHERS)
FOR REFERENCE)
EZ Ei1L UL
carnpiled by phatogronunatric methods.
ow3abla an the Geographic Infwmatfan
Spt" (pg) saftwors by the
F�
-N
II
---BZ I -----------
used
City .1 Orsext,xv.
A
BZ 2-�
BZ 2 7-
BZ 2
BZ 2 BZ 2
TIE TO EXIST CURB AND GUTTER
p IN N TR N
A -G3
9T
-
_;� ------
AT EXIST C014C JOINT
TIE TO EXIST SIDEWALK
TIE TO jig!,66
RETAIN EXIST SIDEWALK
4k_
R1 CROSSWALK WITH STREETPRINT XD
PAVEMENT PATCH (SEE DETAIL
SHEET T5)
SEE INTERSECTION DETAIL
SHEET INT5 FOR
A01011`10NAL INFORMATION4-CONC
6C01C CURB RAMP AND SIDEWALK
SIDEWALK
SPECIAL LATERAL V*DITCH
(SEE DErAJL IISHEET 77)
SEE SHEET
PROPOSED CONCRETE PAD
CROSS PIPE PROFILES
(SEE LANDSCAPE PLANS)
PI = 61+30.00
EL = 747.49'
VC = 80'
PI = 65+10.72 PI = 66+50D0
EL as 746B7' EL = 745.02'
070
VC as 20' VC z: 40'
070 070
PROPOSED GRADE
BEGIN GRADE
TIE TOGREENWAY
(BY OTHERS)
PI = 69+34.00
8C,
-GJ- STA 66+00.72
EL 744J6
C )
ELEV = 746f)ff
VC 40'
w a-p� Uj
((+10.8283%Ft�
PROPOSED GRADE
t--
A
L-41
+)IqC 0 55-737
_139
EXISTING GROUND END GRADE
(+)0-31317
IIL IU CURtf HAVI'
743j2
(BY OTHERS)
- - - - - - - - - - — -
- - - -
- - -
-G2- STA 61+78DI
ELEV= 747.89
MOW:
BEGIN SPECIAL
----------
-EXISTING GROUND
DITCH GRADE LIT
-G3- STA 69+75
----------- ---------------------------------------
---------- --------
ELEV as 741.42
------------------------------
PRELIMINARY DESIGN
2 VCP
hn EXIST 24 * RICIP
----------------------
EXIST 24" RCP
DO NOT USE FOR
BOSSING4 INV
--------------------------------------------------
CONSTRUCTION
6_L1 4 74
------------------ -----------
INV 7"7.50
This d-ment. together with the cb;oepts.and
PREPARED IN THE GFrCE OF;
REVISIONS
I TYPE I CONT-RAC-T-YO—NTRACTORI AS -BUILT JAUTH. DATE BENCH MARKS
JOB NO. P -05545 -04/P -05644A-04
CITY OF GREENSBORO
IROADWAY I
I
IDESIGNED
BY CMK
.d@!s;gn.
p,lnted herein. as on instrument .tndd only
for the specific p-pova and client for which was prepared.
Raaseof and improper refi'ance on this document withmt written
Ahanzotion and adoption by Kirriley-Hom and Associates. I�
•
421FAYI-EVILL ST. SU -0
INA 2-1
Kimley Horn
ENGINEERING DIVISION
SEWER v CNK
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
IWATER I
y J101
C7 OFC 1 2
C 0
Copyright Kimsey -Horn and Associates, Inc., 2018
EH(�NOFTHCARO
19�677_2_
©018I
A&Y GREENWAY
SIDEWALK 1 2015-003 1
1 1 1

0
CONTRACT SHEET
�
OF
END CON5TRUCTI N
/
-G2- POC Sio.62+1597
� //�i/
�
/7 '
n
SENSITIVE INFORMATION
Not to be copied or dislrbuted
the
EXISTRETAIN
\ TIE�RROPOSED COG cod CI
/
/i / /
"
ti
'9
without express written
permission of the
Tb D
- - MH (S . NO. 40 1 INTO RETAIN 3
\ EXIST IS' RCP BEH
% / / f 7 7. t'�T tE 4 �I I. `>i. //
O
��
City of Greensboro.
EX/5T NH
RETAINING_ WALL
. _. PROP SO2 MAK , ., RETAIN
RET A
v off— Q
I IT,
3
SITS-- 6
s
x
U
GRED 7 - _ _
(v h PROP,` 3 ---_-- 2
u' a __-
— — a
SHEET 16
OF24
GUARDRAIL -- - ❑ G�'
Q
�+ AT FACE OF WRB
10
'--_..,_, 10
5S
—
S // - -- -� -..- -� _
'F / // -
C / / //- PAOP INTERSECTION IMPROVEMENTS fLiY OTHERS)
__ .- TOE PROTECTIO ..—_— _ -
55 TONS CLA 'B'RIP RAP
SY
SEE DETAD
W
W
�KKKKKK
PERMANENT IMPACTS ZONE I (GREENWAY)
CILIy of I ourW
73-2033
ii -2506
p PROPOSED COG
c6 -_ (SSTD N0, 402) _ RETAIL.
"-_-----'. IB' RC=
/
_iy.� / // tSEE SHEET 7A FOR REF£REAC£1
..
SHEET T
I Il
W
/
CW/wllf T3-20,4
Caw Ta -sen
ranks rr
v,
v1
XKKKKK
PERMANENT IMPACTS ZONE I (STREAM)
DpOi 5 )3-2]69
RE
TA�r. JIsE." eC
NPDES
'�g-�,
113*RCP'Ai" ---t.~� 3 ... r'�CdC /"_",.s I� ♦\\\\\ PERMANENT IMPACTS ZONE 2 (GREENWAY
SYSTEM / y, "�
S g 2 "_-'-�
Z __-�,._.- m-Kf-- O
_
BZ 2-
-
- ..
.., ! c LI -L �,,^\ "'"� j� 1
z: :a ._
-.. i?iN'--- //
_
-V -
Ln
TEMPORARY IMPACTS ZONE 1
General Permit
azk.
_-
BZT1_-
I
Applies
}T�,N`'B'I
�1--� tOG CAN
aP ti ~
_ ,. �__
rrP�
.x+o•yx a�•. -G3- .a,,a ., ''
"-•`lV'41' l' 8.9"W -
I
TEMPORARY IMPACTS ZONE 2
� f
1 II
.••
2
®
EXEMPT
DISTURBEDAREA
CIRB
TB`^"'>._
TB __--- -'--------it--�-----------
U
XX.X Acres
I I f .Id I --
RETAIN ,.:F
_ ,,
PROP POST AND CABLE FENCE
Q
—LOD—
DENOTES LIMITS OF
DISTURBED AREA
I
II {06
.•�
.. • ..
4�6` tBe+'
GIS DISCLAIMER
Object, an Nis map shokn mth o dotted
IinMIJN .ere n01 MMyed, iMY were
1 I
I
ear^p�ed: ods.
._ _ .` _:' ..•`.
01', �I )
OTHERS)
II - PROP GREENWAY FOR
� lSEE SHEET 7A FOR REFERENCEI
phologrammetr I 1 e1
a a C1O4r"d"^ ^ �'^
-i,'-.S - t,
._ ,-✓ .. ''.. i.'.r`
I _-
System, ((AS) wnme used by U t
Cit fGeensbon&
City
_. "BZ2E ,
8Z 2 - I 1
....,._-...._-._.-„ I
I�-- _ -�
_ _ _ _ BZ 2 .
BZ 2 __ __ '. BZ 2 . _ _ - .. -
� TIEOEXISTCOMIC CURB D GJTTER
/
/ IN NSTR TION
Al - T (a.66+00.72 I
_
. "/r -
EXIST ,RUNT
❑2 TIE EXIST SIDEWALK
TIE TO GREE LTi' OTHERS �I I
15
-'0III i ^15+00,
y -' =
RETAIN SIDEWALK
/
g
I c
!T11
_ - _.
❑4 CROSSWALK WITHTREErPRINT XD
I
N I
�, 1+
-
.. '- -' £-'�: V E "•.
05 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
mIl 1
- 11
SEE INTERSECTION DETAIL
SHEET INT5 FOR
© 6COAC CURB RAMP AND SIDEWALK
❑7 4' CONIC SIDEWALK
ADDITIONAL INFORMATION
®SPECIAL LATERAL YD?CH
SEE SHEET C!I FOR
(SEE DETAIL I/SHEET T7)
❑9 PROPOSED CONCRETE PAD
CROSS PIPE PROFILES
(SEE LANDSCAPE PLANS)
PI = 6I+30.00
EL = 747.49'
VC = 80' SS-IJB
P/ = 66+1072 PI = 66+50.00
EL = 746B7' EL = 745.02'
070
VC = 20' VC = 40'
070
PROPOSED GRADE 070 � i 1
BEGIN GRADE
'
IE GREENWAY
W k
(BY OTHERS!
PI = 69+34.00
2, I , W
-G3- STA 66+00.72
EL = 744J6'
U x =
ELEV = 746G8'
VC = 40'
a� )
r -)i pe63% C w (+)0,8283%
PROPOSED GRADE
�_: --
(+)I * 5(5�1�37
_'39
(-)0-50287 (-)0.3028%
r;�
(+103/31%
EXISTING GROUND a tp END GRADE
'.
-
74372 " (BY OTHERS)
- - - - - - - - - - - —
-
'.I
74276 -G2- STA 61+7
_------------
---
dill
ELEVr(+�766i
711W:
BEGIN SPECIAL
--__,
17 YCP -
-------- ;,�_ -------------------------------
' n _ _ _ -
DITCH GRADE LT
EXISTING GROUND -G3- STA 69+75
ELEV = 74/.42
-----;;----------------- --------------
PRELIMINARY DESIGN
CRaSSINa
24' YCP
" EXIST i4" RCP
'
� � EXIST 2�' RCP
DO NOT USE FOR
I
CROSS/AK' /NV 709.91
- -
-
-z
CONSTRUCTION
=r -n,1jZ4
INV 737.50
TMs dwument, together with the concepts and designs
PREPARED IN THE OFFICE ON
REVISIONS TYPE I CONTRACT ONTRACTOR AS -BUILT DTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-0
CITY OF GREENSBORO
�+�^
ROADWAY
DESIGNED
BY CMKENGINEERING
presented herein• as an instrument of service, is inteMed only
Iw the specific purpose and diem fw Bhich it Boa prepared.
Reuw Of and improper reI;a e w thus document without Britten
outhodzotion orw adoption -Hem Aswaote9. Inc.
Nc ItCENSE era\DI
g1FNYElIFVIILE ST.. SURE 600
Mmley*Horn ""LE10N•"ON'"r""°`I""2801
DIVISION
SEWER DETAILED BY CMK
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
NATER
CHECKED
BY JNN
C% oRCj 2
gKir. and
Copyright Kimsey -Horn and Associates, Inc., 2018
rNONEas\el6naam
©p1eA&Y
GREENWAY
SIDEWALK 2015-003
SCAIF' NOZI:
I'•30'NERT: 1'-3'

(D
c
0
c
0
0
N
0
T
3
a
of
n'
CONTRACT SHEET
PERMIT DRAWING
BEGIN CONSTRUCTION
OF
SHEET 17 OF 24
-Y/O- POT SLO.12+82.L,
END MILLING & RESURFACING
SENSITIVE INFORMATION
18' RCP -10
yxxxxxx PERMANENT IMPACTS ZONE 1(GREEN-AY) REMOVE AND REPLACE ;- TIE TO BENJAMIN PARKWAY
EXIST CI WITH EXIST COG G
(STD. N0.402)
PRppO� COG
`
SIDEWALK (BY OTHERS/
Not to be copied or distributed
x <xxxx PERMANENT IMPACTS ZONE 1 (STREAM)
PROPOSED COG
<
_
^-
PACW 295' DRIVEWAY ' Y
£ /kT fC Hb'
xPr
without the express written
C1 ISTD No. 4021
LTR IT H
9� EM,E FD C/
LAKE 8�
permission of the
���♦�� PERMANENT IMPACTS ZONE 2 GREENWAY
♦ I )
18'RCP-III
IB' RCP -111
-"'00
'\
1 ; o°^ SHEET T6
City of Greensboro.
REMOVE AND REPLACE
EXIST CIWITH
ADJUST MH FLUSH WITH PROP ASP ALT
TEMPORARY IMPACTS ZONE 1
EXIST COG C1
\
CGN.SFRUCT ASPHALT AROUND MHbrf�.o
�{'�VO�1�451
(STO, NO. 402)
(2'M/N/MUM)
o
® TEMPORARY IMPACTS ZONE 2
�
REMOVE FREE FLOW RACM TURN E
Y�` 4�
�3 i, lr
r
(SEES
g
o°
EXEMPT
®
— LOD DENOTES LIMITS OF SITZ 7
DISTURBED AREA
SIGNAL LANE)TION
RETAIN EXIST COG 01 (SEE SAGNAL PLANS)
_____ ,.. , � -_. RETAIN EXIST 18' RCP
Z Zg "'" }
TIE PROPoq.SED COC
CI (5T0. N 4021 INTO
.PIPE
�.
�
--
I%I
PROPOSED COC g
C I (STD. N0. 402)
S 15' RCP -01
PROPOSED COG DI
(STD. N0. 435 CRATE 4341
Hap�lecl
�A�O�At,
rou
Cay of nd
L I oasts
SPECIAL LATERAL 'V' DITCH
-` ,�x44:IINC I B
9 '`• ',t/N-• TAIN EXIST
1 ,Yoe
- RCP RCP
//
' ADJUST
o' WATER VALVE
ca was
mor vet c n-zso6
SEE DETAIL I
SHEET T6
.. _
.•..,-
:: �+�.�� }
' 1
cooAwty 73-2064
13-3855
COGents
\
BEGIN CONSTRUCTION- _
f
-' f 4
TAIN %
's
`� ry ROPOSED COG
DI (STD. NO. 435
r
mDT se T3-zssg
-Yll POT St- . 10+71,00 -
` GRATU434)
N P D E S
~
ISA BEGIN MILLING &RESURFACING - 4
-<• / - ____P �Op
_ PROP BRILL J'+(TF N PROTECT N
"
RAIL (TYPI
u.- ..7
/f
_. m. `. oma,., ,.
OUTLET
_
---r,. . 3L TOMS RIP RAP U
�
General Permit
" � RETAIN EXIST - "L01
6
�` j� 6 SY GFD
W LOD MoD'
as - OG CI _'•�
— IOD
oo W
15' Id
Applies
UJ
x _ _ _E___
t p 18 RCP -111 ---
g
a + °O/ -p` 1jSE0 COC
©
ENOVE CI RCP -IV
& 1�5'RCP to
W �yiri ......'ylfii yy//
n1 H + c11 TD.Ro 4ozl
/iyi� m M - _. _ _ £
- - _ - ' ❑
.6C'
®
LIQ too DER W
DISTURBED AREA =
t y/'
.C'
"t%// 'y "
'I•
18' RCP -III m
,• .,4Y e.. d
xx.x Acres
�- R�•�C d�
// moi, ,-
6
r f too u7'
R"
m
* g Q
Rca
GIS DISCLAIMER
o
r. • 2 -s , .,,, F., R'RCP m
oDF--_ 6
rr�
a/ _ 3' a
abjects an th. mw r,aern .Rh a datted
a
fl—tyle hat they
,'��'�
\\;
-
�
e«. ,arw,y.e, ..r.
AN f'
6
LS • RCP-
2 s F s m
` :PA" by Maogrommevk methad%
awmb. an m. c.agraohk Into matka
`°°
� 10fsE
� ❑PROPOSED
0'
sy.t.n (as) .eReare by the
;y --T RE P 51 .,-. I�I
CI
(M�
r-6'C&G 1
ased
aty of Greeneb ro
PROP POST
AND CABLE o
- J1_ C--
� ioD
40 .
- 4021
PROPOS
❑I TIE EXIST CURB AND CUTTER
FENCE o + ___--COG CI W
N0. 4027 a'Q j
-
AT XI ST CONIC JOINT
�
U
TIE TO SIDEWALK
-
m L♦
j tip ¢
P CIAL LATERAL 'V`,.QITCH
J RETAIN EXIST SIDEWALK
❑
Q
I
+- REMOV,E A'NIST
CREPLACE E URE CURB _ r - - - "
REL E EXIST -EM-CI(STD. N0.4021 T a
41YAY
! 5�£ iTA1L.l ,. �,
T6 "
❑I CROSSWALK WITH STREETPRINT XD
7 +
BRl E TRESTLE _.._--- - - QRAIN
' EMDVE AND
SHEET
ADJUST EXIST
-. - `v -ABANDON .,
�"""
❑5 PAVEMENT PATCH (SEE DETAIL
-_
(SE STRUCTURE PLANS) TR I I R .."
qL.�L }pC �,-
-Y9- I }.} /
-.. COG -C1
REMOVE
�..,,., 18' RCP I1
V-'� _"GRADE TO GRAIN TIE INTO)
SHEET T5)
© UCONC CURB RAMP AND SIDEWALK
.
END MILLING 8 RESU 1JC �J / .--"- ""'-
EX15T
PROPOSED EOG.`27 COG MH
7
❑"'GONG SIDEWALK
m
ENSURE CURB
y
fSTO. NO 4021I�
SPECIAL LATERAL YDITCH
TO DRAIN TO CI
(SEE DETAIL I/SHEET T7)
r
Pl = 70+33.00 PROP PEDESTRIAN BOARDWALK
Pl = 72+80.00 PI = 73+52.000819
END SPECIAL EL
EL = 744.47' AND BRIDGE. RETAIN EXISTING
EL = 74460 EL = 74637'
oao
EPI L =77458 =7�46bY
DITCH GRADE VC = 50'
VC = 40' RAILROAD INTERIOR BENTS.
080
VC = 40' VC = 20'
-REMOVE/REPLACE VC = 20'
G3- STA 77+25
(SEE STRUCTURES PLANS)
LQ cq EXIST
080
COG Cl (744,77' LEV = 74/
END PEDESTRIAN
¢ _ n hZ
0 1
BRIDGE a
o ^ (3^
PRP G Cl oao 0817 0816 PI = 77+28.00
STA 72+33,65 a
o � N
STD 402 (74475'1 EL = 7447r
ELEV
N
COGCl
PROP COGVC 60'
GRADE
oeoo W
STD 2 4PROPOSED
a�
o
;
N3c
Q- a �
X 55-140
Q3 43%
(+X)96_
m e o
n �
Lq^
(_1/3878/ rL55_r`B7
)
- ` (
- -
10000X 7 7 � (+)OT211%
ass
(+X)3/3l% (+)02041%
f-)0.0964% / ♦
-
(+)2J429
4Si _
-- - --- -- - L
_ _ _
_ - -- _ / ♦
/' EXIST 4.5 -GIP -- _
/ -
`
55- 14 1
�
_ . I
BEGIN GRADE
BEGIN PEDESTRIAN I ♦ ♦ / / TIE TO PROP CURB
G3- STA 75+7800
TOP 742.27 \
-9 ERCP 5 �P
`
-
DITCH PI QT) I
BRIDGE I EXISTING GROUND ELEV
= 74526'
uX _. -
a /Dx � (+1119%
__q4_ STA 7/+59, \
E = 7385/
-G3- STA 7/+81.02 1 END GRADE 74190
TIE TO PROP CURB RAM , ;
ELEV = 744.70 I END GRADE
7415_/
P ---_-__------ 0821 EXIST 24 C/P
g 1 74� ' (+)1.00% TOP 740.93
/�%
- T
_ ...- . , T
END PEDESTRIAN -G3- STA 74+13.61
BEGIN PEDESTRIAN I TlE TO PROP CURB RAMP
/ i'iE•Y/ST
BOARDWALK BOARDWALK ELEV = 7455/' Io' -G3- STA 75+00.00
y} 082
0 EXIST 4.5 CIP
TOP 717.27
- _
-.
-G3- STA 72+59.44 wP
7/+55.48 T ELEV
745,9Z'
7 4 ", Exisr 12 GIP
' - _ \ a 1STA
�'�� ss%t
_ _
ELEV - 74462'
- _ _ _ _ _ _ _ _ _ _
T� TOP 732.33 18,118"
SEE INTERSECTION DETAIL
_____________________________ ""
ELEV = 744.72 / RETAIN
'
L _ _ _
1,
_-"'"
-'" '+ Ir RCP
r
l (RT 1
ADDITIONAL INFORMATION
+
EXIST 24 - RLP ii ii \ I '- "" "y ---- ---------
_ _-'7
7nz6
-G3- STA 737bZ
ELEV = 74OB6 7P m o
SEE SHEET C/7 FOR
--------------------
I tet -DITCH
♦ P 1D �P
��
P
o
USP
735B5
CROSS PIPE PROFILES
__ _____
- r _ _ _ I
+i _ _ _ _
\ I-''- -''" CROSSING
l
PIPE HYDRAULIC DATA 73554
4y RCP
5
1 I , _ _ " -G3- 74+42.61
a
STA 77+37 -GJ-BEGIN SPECIAL
EXIST
EX6
INV 736-88
1 I
Loi
15'RCP-IV
DESIGN DISCHARGE = 45 CFS DITCH GRADE LT
1 I BEGIN GRADE
'733JT
BEGIN SPECIAL
SIGN = l0 YRS -G3- STA 77+50
54' RCP
TIE TO PROP CURB RAMP
Il
DITCH GRADE RT
Hw ELEVATION FT ELEV = 74211
SIGN HW ELEVATION =
PRELIMINARY DESIGN
CROSSING
-G3- STA 74+72Op
-G3- 5TA 76+00
BASE DISCHARGE = 4.9 CFS
-G3- 71+27.16
ELEV = 74565'
ELEV 743.08
25
BASE FREQUENCY = 25 YRS
DO NOT USE FOR
INV 734.167
END SPECIAL
1 _ _ _ L
-
BASE HW ELEVATION = 7435 FT
CONSTRUCTION
DITCH GRADE LT
OVERTOPPING DISCHARGE = NA CFS
-G3- STA 7/+60
OVERTOPPING FREOJENCY= NA YRS
ELEV = 73786
OVERTOPPING ELEVATION = NA FT
This dacament, together .rah the concepts and designs
'"'I�'AKD w THE orviCE OF:
REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. OATE BENCH MARKS JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ROADWAY
DESIGNED BY CMK
Presented Herein, as an 'nstrument of sem. is intended only
■
ENGINEERING DIVISION
tar the peri i prper el;o Giant for whoa, it wa, prepared.
Reese of and improper .end cl of this whichit a spree w/ltten
Kimsey>>>
A1EETTEVC_e one src
Horn eE�EE -0D
oa R�NAa„
SEWER
DETAILED BY CMK
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
NATER
CHECKED BY JWM
r1
C8 OFG1 G
one option by oind Asso and Associate.. Inc.
Copyright
Co ri ht Kimle -Horn and Associotes, Inc., 2018
oNe.��-i 7�rx�
A&Y GREENWAY
SIDEWALK 2015-003
SCALE: Noir: t'-3o'vear: t-3'
©zo,e

m
z
a-
0 0
3
0
m
0
m
a
0
S.
3
a
Of
7• !
CONTRACT SHEET
PERMIT DRAWING
BEGIN CONSTRUCTION
OF
SHEET 18 OF 24
-Y10- POT StD. 12+82.0
- -
END AtiI 6 RESURFACING
SENSITIVE INFORMATION
18' RCP -11
/XXXXXx PERMANENT IMPACTS ZONE 1 GREENWAY EXIST CI IIITH E%6TC000 G TIE
TIE TO BENJAMIN PARKWAY
BENJAMIN
(STD. NO. 402)
PROPOI COG
`
BY ERS)
Not to be copied or distributed
/
�XXXXXX PERMANENT IMPACTS ZONE 1 (STREAM)
aisrp�:Np� 4ozF
Y $`
PROPOSED COC � S
PROP �r'DRIVGypy /�
-9
without the express written
54v_lce�
GISTD. N0. 4021 ,.�
87 M'IDEFLAREI
Bii
permission of the
18' RCP -III T2Y-
1 ) o°^ SHEET T6
City of Greensboro.
\\\\\\\ PERMANENT IMPACTS ZONE 2 (GREENWAY)
18'RCP-m �\ i
Wuur
tY gyp,
REMOVE AND REPLACE ?
EXIST CI WITH r ADJUST MH FLUSH WITH PROP AS/ ALT
TEMPORARY IMPACTS ZONE 1
EXIST COG
CI
; CONSTRLCT ASPHALT AROUND YH.flrrn7.
44f'�J1lll
(STD. N0. 4021
y' f2'MINIMUM)
P
TEMPORARY IMPACTS ZONE 2
REMOVE FREE FLOW' RIGHT TURN
sY
Y
S+CA'AL
YOpFK:ATKNI /-
EXEMPT
®
RETAIN EXIST COG 01 (SEE SIGNAL PLANS) L.
RCP
PROPOSED COG
• CI(STD. N0. 4021
*15'RCP
; w Z I
mtrrNcr ot(e,-Gtt (arT(Tia
-DOD DENOTES LIMITS OF SIT 7
a
%/'� L Ze-
RETAIN EXIST IB'
TE PROP SED COG
f I /
.S AI
Cly of urld
DISTURBED AREA
i/
CI(STD.N 40211NT0
F!�<STD.
t
-- PROPOSED COG DI
/ f No. 475 GRATE 4}41
L I uexsfe
SPECIAL LATERAL 'V' DITCH
SEE DETAIL I
SHEET T6
__ '_•'"•'---•
9 -- r
1_
J _
1 •"
y
_ ;�i}(I$LNG I ' PIPE
_ TAIN EXIST
-- - - AICA 1 RCP
\ ' - _ _ ;
.-
V} -j
.
I I ADJUST
WATER VALVE
,ci }
r - I
l coc
[oG Ketar z3-2033
pwT Trer 73-2tA8
coG7u,ur 73-209'
003ser v3 -sass
n
BEGIN CONSTR(JCTIOk _
-Y11- P +
tRESURFACl�sss
t .Tau/' J
��Ro.Ei+o.435
;
h y st y3-2]69
.,"_._---- --. PAOPfTYPI
PAIL
I { f'UAill�
'_
BEGIN MILLING &
N _ -�'
,� .gam „-
/
rn
GRAT 4341
-'--F Loo - _ -
CLTBPRIPT RAP N=. U
NP ES
."•`-
'- % ---_.--.t �'�.'�
N
-
. CCCfj
6 SY`�FDLQ
General�Permi t
-.
-
a ....
RETAIN EXIST Dol
{
... , ---
Lu r ., 1ba Y to g" _ .oe / .6
tC
RCP IV.
APPlies
18 RCP -III
�R9P
CMVED COG
ROE4ozl
©
_..
... to
© QQ
W rr/�
!
"Y c,"
cd
© �b
6❑� F _too o_P m w
r� In
DISTURBED AREA
c ---- �---_e d ,�\
xx.x Acres
�
�e
/z -
....
_ a
Sworn DISCLAIMER
y
s ,.
.,: , F. �e �cr n
LO f __ 6
_ _
° 'C -
� � �,...
i \\\
8
objects ih
IhshetN - rd.+the,.«e
canpled bylOnotogrummel'ic methode,
c
'• ..
AN a
`_
, ry ,,• 5
_ - {' - ❑
6
_`
(� _`-_ * I
CYT
aw+loae on the Geogrophic Inlormotlm
CM'S POST
} (T RE P Sl
ioo
� �
OPROPOSE D
_ p_ ` CI
�! �' CMS
?-ec I
i
system (as) wlt.ore used OY the
city of usinsnno.
L ANDPRVP CABLf
W FENCE g
�`
_
'.t
-"_"• 4021
-\ too
PROPOS
W
COG CNo. 4•,S27 N ?
❑I TIE TO EXIST C(/RB AND GUTTER
z:1 /
` t-'- .__
\ _ _ j i--
,.
=
U
`GAL
AT EXIST CONC JOINT
TIE TO EX157 SIDEWALK
I /
r''.
RE E EXIST
TRESTLE
,c�„ncA,��, - -
R-Ol`, "CI (STD. 0. 4112)+ E URE CURB __e
-T AWAY
+I_ ._.. 1, •,-. ~_S '
+
S
LATERAL 'V!,(iITCH t, Q
T((��1L-1 _ "" .=::•.;,.
ET T6" -PAIEMENT
❑J RETAIN EXIST SIDEWALK
®CROSSWALK WITH STR£ETPRINT XD
❑ PATCH (SEE DETAIL
BR! E
PLANS)
-QRAIN
= EMOVE AND
ADJUST EMS.
-I
-�,OG
'---_._„�'0 A�'NDON -
!SE STRICTURE ..[:
'R / LSI
... �. -Y9- . /INCE
_ _`C1
CI_
' (.. _ i
+ OVE -. i
_ "-.. 18' RCP -11-
_ ..
_ -GRADE TO DRAIN TIE INiOJ
SHEET 51
©6GAVC CURB RAMP AND SIDEWALK
m
ENO YILUNG & RESU IAC.•--.`'-.--
. ,._..-.,,. �----
UR 0.6
'_. ._ - - - _. EXIST
COG MH
x"�-
7 fLVNC SIDEWALK
❑
__--_ BZ
1
TO G
,- (SHOD. NO. 002)
'� . �.._.�
-"--_:�� '_ "'---_
©SPECIAL LATERAL YDTTCH
(SEE DETAIL l/SHEET T7)
BI 2
an
Pl = 70+33.00 PROP PEDESTRIAN BOARDWALK
Pl = 72+80.00 PI = 73+52.00
0819
END SPECIAL 76+38.00 PI
775abbYY
EL = 744.47' AND BRIDGE.RETAIN EXISTING
EL = 74460' EL
= 74637'
Deo
EPI L
EL =76`163D0
DITCH GRADE VC =
VC = 40' RAILROAD INTERIOR BENTS.
VC = 40' VC
Deo
= 20'
a REMOVE/REPLACE
VC =
G3- STA 77+25
(SEE STRUCTURES PLANS)qEXIST
END PEDESTRIAN
Deo
COG CI (744.77' LEV = 74/
Lilt, o 0 1
0e17
BRIDGE
Q.
o v
PRP I Dao 0816 P/ = 77+28.00
-G3- STA 72+3365
74464'
2
i ^
p o N
STD 402 (74475') ti EL = 7447/'
ELEV =
x VC = 60
PROP Cl�l4
PROPOSED GRADE
o Q
080 No Eli
�
a
oP
�
N
a ZE
ss -140
vv)) � �
m f+109643%
ss -148 . - ` m
� Q Q_
~ ^ H-
(+)245g3�
_
_ (
10000%
7 J-i:gg
(+63131% (+10204/%
(-)0.0964%
(+)2J4�7
- - -- - - - - L
- - - - -
`
/
/ EXIST 4.5- C/P \
- 55-141
- �' I
BEGIN PEDESTRIAN I
\ 77
BEGIN GRADE
TIE TO PROP CURB
- S +7
-G3 TA 75 8.00
-
TOP 742.27
o aRGP s�P
f / RC
-
- STA 71+
...... E DITCH P1ILT) I
...... _ f+J/�j - 7385
'ri'
BRIDGE I EXISTING GROUND
-G3- STA 7/+81.02 1
ELEV = 744.70' 1
END PEDESTRIAN
END GRADE
TIE TO PROP CURB RAMP, ; ;
-G3- STA 74+13.61
ELEV = 74526' 74LSt2
END GRADE
mX ■
7415/ (+) 09/.
PCM. -"----7 oe2t EXIST 24- DlP
�I T4/J6 '
18 (+11J�1� 082 TOP 740.9
a
- _ 1
_..� .I-�.._
i 1
BEGIN PEDESTRIAN I
BOARDWALK G3- STA 72+59.44
BOARDWA;I
7 -GJ-LEV STA 72+4.62'
S
ELEV = 74551' PyExist
�P
�a•
TIE TO PROP CURB RAMP
G3- STA 75+1)000
ELEV 74 2 _ _ _ _ _ _ _ _ _ _
EXIST 4.5 C/P
^ TOP 74T.2 +
Jou EXIST 12` CIP
i
SEE INTERSECTION DETAIL
r
SS,(
"
ELEV 744.72'5.48
I/„
RETAIN
„ TOP 7J83J IB• btiP
SHEET lNT6 FOR
+ + 1
EXIST 24" RCP
1
,
rl
- -'
/r ACP ----DITCH
- 7n2B
° Inr
PI (RT)
A + 7 ��
ADDITIONAL INFORMATION
' i
1 '"
, - _ _
N 73
-
ELEV 74086 o Io P
SEE SHEET CTI FOR
CROSS PIPE PROFILES
I
- -'
\
-' P
o RCP
PIPE HYDRAUUC DATA 735es 735.54
�� ~ ROP
54
` IrNCP-"""""
1 1 R
CROSSING
- - " - _ - -GJ- 74+42.61
INV 736.88
Ia P
STA, 77+37 -G3- BEGIN SPECIAL
r RCP -1V
Ez IST :.
) 1
° 14
DESIGN DISCHARGE 45 CFS DITCH GRADE LT
BEGIN GRADE
BEGIN SPECIAL
SIGN FREQUENCY = l0 YRS -G3- STA 77+50
5+' RGP
733!7
1 1
TIE TO PROP CURB RAMP
DITCH GRADE RT
DESIGN HW ELEVATION = 743.4 FT ELEV = 742!1
PRELIMINARY DESIGN
C/7055CNG
1
-G3- STA 74+72.00
-G3- STA 76+00
BASE DISCHARGE = 49 CFS
-CJ- 7 1+77.16
/
ELEV = 74565'
ELEV = 743.08
BASE FREOUENCY = 25 YRS
DO NOT USE FOR
INV 71+27.
END SPECIAL
- '
BASE HW ELEVATION = 7435 FT
CONSTRUCTION
DITCH GRADE LT
OVERTOPPING DISCHARGE = NA CFS
-G3- STA 7/+60
OVERTOPPING FREOUENCY= NA YRS
ELEV = 73786
1OVERTOPPING ELEVATION = NA FT
This doc--t, together with the concepts and designs
PREPARED m THE OFFICE or:
REVISIONS
TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO.P-05645-04/P-05544A-04
CITY OF GREENSBORO
ROADWAY
DESIGNED BY CMK
presented herein, on ;and cl;ent f seh.ch is intended only
far th. specific purpose and trent nor .mcn a woe prepared.
■
ENGINEERING DIVISION
SEWER
DETAILED BY CMN
DOWNTOWN GREENWAY PHASE
4 &
SHEET N0.
Reaae or and improper reliance on Mie document written
hoe
vA � 6e
Kim ey>>> Horn
MATER
CHECKED BY JNN
C,8 OFC 2
aalhor(zatian and adopt by Kimsey -Horn and Assoe(olee, Inc.
Associates,
Copyright Kimsey -Horn and Associates, Inc-, 2018
A&Y GREENWAY
SIDEWALK 2015-003
SCALE: NII 1--30'VERT' 1'-3'
O�='s

CONTRACT SHEET
OF
t4�n
SENSITIVE INFORMATION
END A rY GREENWAY
' I
Not to copied distributed
CITY PROJECT P -05644A-04
dlV
wftnope the written
t a
LL
ionexpof the
permission of
RETAIN EXIST
END CONSTRUCTION
-G3- POT STA 84+10.00
or
City of Greensboro.
SYSTEM > - . _
TIE TO Airy GREENWAY
-
PROPOSED COG DI �
CITY PROJECT P-05614-04
t W t4Ar
Qf ooU rr,�
(STD. N0.435 GRATE 434)
TIE MTO EXIST SYSTEM
)
aun.DlNc
\
o
t
SPECIAL LATERAL ">i / 17 I ail n i NO
/
You OR)I
�i
to F F(;r c)
G 3 a c 1(.10"A165"
= .•�' ' - PlfC
SEEDETAILI .�.r _.,.
mrrrnCT oNaca•,��n>ie
I`0
�.
SHEET T6 .. = .,. i tDo h €it.u"
GREENWAY
EE
p
H
City of
', t .:_ =.t _.�✓_�
__-t_
BY OTHERS
_ Lround
_.
-
Ibter 13-2033
aWaOr
-G3
J 6TW -. - -
N15COG
5LT
Trer 13-2606
[OG/Wt1; 13-20e•
73-5T!i5
RET AW
.�-----'-'._".�..-_..�-'�
_ -
-
-
T•nas r
GOOT St )3-2569
- _
W
X �., -x-_
:. ��-/ 'i —�
NPDES
8 _ �-
_., �x MI LOD -
m $ N
W �
--- tap �_ _f
F
_' —
General Permit
G t
W
__
I- LOU too € ��
-�
toD F_ -----F
_
AIN
W
Lope too f_____f_____- LOD ---- -------
_F_•_ f____
ao
REI Tr vJ'P 7
r ry
Applies
Appl'
N
+
------ ---_
N 46.39' 5b W
. ./C ,r.i..
m
H
V1
1n
C7 ��
nP
B
cc -------c+r LOD--- - E
S -- top -- - ________ :.--� E_______ _______E----____
iop...,..-... _ _ •„ too E "-Loo__ _______ D _ _- Loo LOD �_____
Sy,
_ _ _ _ _ - -' "-'-- -
c oo
B❑ - c --- Loo /
< - ___C-___ _ -
-c_"___ too
LOU . �� t�_ t r
_ SSS
j ._
-/
��
DISTURBED AREA =
xx.x Acres
GIS DISCLAIMER
z
.... - _. RETAIN FA MP -- - "`""` -
_ ��
AIL -$ PROPOSED OPEN
RETAIN EX15T YANhGLE
�__......_. P t Irr Fr P RTti=R:;
00pcta an Un mop i,own nth a dolt•a
Onntye
SHEET TT END IB' RCP -W
: 7TLE(n ='F
w• not au •wyM, tn•y ••ra
U
N 026'411W
C DL
amp3ed fiy pnotopanm•bk m•tnade.
SATTLEGROUNE) 4, ENUE RETAIN 6 TIE TO
;.7� -�
PROPOSED OPEN L_ :,+++ +�..
awiod• an the G.ogropnic mbmofion
Q
' ..-� .... EXIST COG CIE
ND IB -RCP -III
System (QS) sollwar• used n the
y
RETAIN EXIST < SPECIAL LATERAL 'v' DITCH 9
O 16' RCP •- SEE DETAIL I �i "' `'
SPECIAL 11M /RAL 'V' DITCH
( Q7 ,t
OUTLET PROTECTION
City o
y I G•anatwo.
O RETAIN EXIST - ¢ SHEET T6 9y " 7 �'-
``.
J _,,
Sue
E5T55 B0N5 R�
y' COC MH
-
EST 10 SY
❑I TIE TO EXIST CURB AND GUTTER
GRADE
TO DRAIN
(�\\
AT EXIST CONC JOINT
❑2 TIE TO EXIST SIDEWALK
❑J RETAIN EXIST SIDEWALK
END CONSTRUCTION
❑4 CROSSWALK WITH STREETPRINT XD
-Y11- POT Sia. 14+83,00
❑5 PAVEMENT PATCH (SEE DETAIL
END MILLING 6 RESURFACING
SHEET T5)
© 6'CONC CURB RAMP AND SIDEWALK
Q rcow SIDETYALK
® SPECIAL LATERAL V DITCH
(SEE DETAIL 1/SHEET T7)
�9 PROPOSED CONCRETE PAD
(SEE LANDSCAPE PLANS)
PERMIT DRAWING
SHEET 19 OF 24
PERMANENT IMPACTS ZONE 1 (GREENWAY)
END GRADE
-G3- STA 84+1000
ELEV = 7555/
_
- ' XK Cx x
PERMANENT IMPACTS ZONE 1 (STREAM)
090
PI = 80+ PI = 80+75115
090
773
BEGIN SPECIAL
DITCH GRADE LT
-- -�
�������
PERMANENT IMPACTS ZONE 2 (GREENWAY)
83
EL = 74683'
-G3- STA 83+75
o
VC = 70 VC = 20EL
W
ELEV = 75474 - I:�,
TEMPORARY IMPACTS ZONE 1
�
= 090
PROPOSED GRADE
?�
oO
3�
W
SS- 154 `N\
v'2 x X '
®
TEMPORARY IMPACTS ZONE 2
W W
/
��^
A
SPECIAL �U
/ 090 1'�A•A TS195
END Q. ({)IBT50Q.
DITCH GRADE RT o� a
-�
590
®
EXEMPT
END SPECIAL -G3- STA 80+75
ITCH GRADE LT �W - ' - -
I _
.--
LOD—
DENOTES LIMITS OF
-G3- STA 79+00 ELEV = 74650 I - - -
__
DITCH PI (RT)
DISTURBED AREA
ELEV = 74389 /
f+1186
-.4•-
.._..-- EGLEV ST 5DO---
+135849 __--••-
SS-15J l
---� ---"
_
SS -151
i
_ ---
EXIS? 8' vCP-
(+)07211% - - - '
-
DITCH PI fL�J
SSS -152 ' ' _____._.._ J-450
� � ----- � a2X
-G3 A 4+06
•-------------; I (+1089% --
ELEV = 75/65
PRELIMINARY DESIGN
_"�+11J9%
j EXIST B -_DIP_ _ - -
END SPECIAL
DITCH GRADE RT
DO NOT USE FOR
-- - --- GIN SPECIAL
_ _ TND
-G3- STA 84+10
CONSTRUCTION
'£xisre-� 8'wPi�--- --------- EXISTING GROUND DITCH GRADE RT
' ---
ELEV = 75376
---;--- -G3- STA 80+90
ELEV = 74550
END SPECIAL
PIPE HYDRAULIC DATA
DITCH GRADE LT
STA 84+00 -G3-
Th.'s docamenL together with the concepts and
designs
PREPARED IN 1,1E DERCE Or:
REVISIONS TYPE CONTRACT
ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ROADWAY
DESIGNED BY CNK
presented herein, as an inalrument of service, is
for the pe;Gc purpose and client for which it
intended only
eas prepared.
■
INCENSE zru+oz
ENGINEERING
DIVISION
SEWER
DETAILED BY CMK
DOWNTOWN GREENWAY
PHASE 4 &
SHEET NO.
Rauaa o/ and improper reliance on this docamenl .Hhoat written
ROL1NP z'6°'
im ey>>> Horn erre1111R.surree
MATER
CHECKED BY JWM
C9 OFC12
oothari:atian and adoption by Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
-
A&Y GREENWAY
SIDEWALK 2015-003
SCALE: HDz1: t--3oveRT: t'-3'
On,

CONTRACT SHEET
OF
SENSITIVE INFORMATION
EN A rY GREENWAY
I'
Not to be copied or distributed
CITY PROJECT P -05644A-04
V
•ith pe the express LvrHten
permission of the
v
RETAIN EXIST
END CONSTRUCTION
POT STA 84+10.00
„<
City of Greensboro.
nk^
SYSTEM £ .,
-
-G3-
TIE TO A6Y GREENWAY
CITY PROJECT P�5644-04
wsr
-
PROPOSED COG DI
ISTD. -0.435 GRATE 4341
BU`pNa+��f
t101
opt rr q
TIE WTO EXIST SYSTEM
I I
SPECIAL LATERAL
'V' DITEH
-""..•••.
B&OR9 YOU DIa1
...0 r
SEE DETA' I ..,
✓�, ..
coNrw�80DoKa Z q[�m
-+
ET Tf I c
SHE6
�WI
02 E TTL .'tJ r 7 1 - :b. _ _ r
t, yy..,,,,
MW,6'
BHE OTHERS //
£E�. vi...,r..
v
-" J�
_
�_
C of round
LY I tests
CW ]3-2033
•. -" '' '% J i
36T W _ - -
mter
GCOT Tref )3-2606
COG/Wilt )3-209•
--
` �,� _,_ _. , .� ., i \ 1 __ _- _ _ _ - e. \ ,
RET AM.._
t-•------"�
5(T 15 _
_ _ _ - -
_
-gess
-zsfig
W LLA$
NPDES
+ lis _, ., ' .. : t �-; ,.. N .._
- 0. !..
"-_ Loo�_____ _. _ _ -
Loa _ ---F--.----F Lo
Gener Permit
Wart
W
LW .��- 10
—� loo Loo Lo __.F_ ___f______° �— Loo LOD F-_ __
---- f -
RETAIN
- - F- f -----F- -F - F
SZ8 ---------<-------�
Do
Applies
---�3 �-
—1 W
-
46 39'356-
+
7YP
�� pO
DISTURBED AREA =
Q
v~i
<.cZ;_'--T-r - 8 'a--,."s'�y= _
<--cam'`-`--- LOD c"•---- ----_ -r_ --'_- "
_ �^"�' OD _�'-`"�'--_
on E--'4-__- "--'-- FOO177
LOD IDD - -.- ..���
�_---��--- --- E --' -Loo
E
G
too --
OD -
r
xx.x Acres
-_ - ? v
.'
GIS DISCLAIMER
2
..._ __ RETAINFAIL
._. ;,..: 3EESOETA DETAIL .-
PROPOSED OPEN ')
., C
Ilt
(,. - QEFls H riNF,'.
~'_._
Objects m this mop eno•o with a douw
- - -
SHEET T7 ...
END 18' RCP -11 i
RETAIN EXIST MANHOLE _
t
- R _ ,
Y• +• no >u wre0. ln•y sere
=
i
N 4126' 4/1 W r'-a"� RETAIN & TIE TO i
T`F CJ111
( i n
PROPOSED OPEN ,3 7-, IF PG, t,
campied by ph-Womm•Mic methods.
owioMe - the Geographic Inlarmol-ion
EXIST COG CI
1�E4 , . ��
END 18' RCP -III
Systern (OS) saReare uW by the
City of rieenaro.
GW
Z
- RETAIN EXIST ,Q SPECIAL LATERAL 'V' DITCH �Fi
18'RCP S
RETAIN EXIST �'., 9
SPEQAL ii,`bT&NAt-'V' DITCH
pq��,�TA 'A 1�
OUTLET PROTECTION
CLASS B RIP RAP
SHEET T6
COC MH - �' >
EST 5 TONS
GRADE �_, <...,
[ :
•, . >
EST 10 SY
❑I TIE TO EXIST CURB AND GUTTER
- .
TO GRAIN .. (�
1\\
AT EXIST CONC JOINT
02 TIE TO EXIST SIDEWALK
❑J RETAIN EXIST SIDEWALK
END CONSTRUCTION _
❑4 CROSSWALK WITH STREETPR/NT XD
-Yll- POT SIO. 14+83,00
❑5 PAVEMENT PATCH (SEE DETAIL
END MILLING & RESURFACING
SHEET T5)
© 6CONC CURB RAMP AND SIDEWALK
Q fCONC SIDEWALK
® SPECIAL LATERA. Y'DITCH
(SEE DETAIL I/SHEET T7)
Q PROPOSED CONCRETE PAD
(SEE LANDSCAPE PLANS)
PERMIT DRAWING
SHEET 20 OF 24
FKX K�C+CK
PERMANENT IMPACTS ZONE 1 (GREENWAY)
END GRADE
-G3- STA 84+10.00
ELEV = 755D1
-
_ - - - �<<<x <<
PERMANENT IMPACTS ZONE 1 (STREAM)
090
PI - 80+22'00 Pl = 80+7500
EL = 7487 090
BEGIN SPECIAL
DITCH GRADE LT3'ti
_ _ - - -
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EL = 74683'
-G3- STA 83+75-
o
VC = 70' VC - Ic
=
ELEV 75474 _ I: ��.
TEMPORARY IMPACTS ZONE 1
090
2
PROPOSED GRADE
p- �1
=
3
W
SS -154
9v'� ���,,QQz, x'
®
TEMPORARY IMPACTS ZONE 2
O
W W
C
END SPECIAL U Y
• ' 090 I.,'�.tx 7ry195
(+)IBT50%
DITCH GRADE RT o� a
- 090
®
EXEMPT
END SPECIAL
ITCH GRADE LT -G3- STA 80+75 e w - `
--
—LOD—
DENOTES LIMITS OF
-G3- STA 79+00 ELEV = 746DO -
DITCH PIE (RT)
DISTURBED AREA
LCV = 74389 49'/. _ - '
(+)I---------•---•---
_
-G3- STA 83+85 ------
ELEV
ELEV = 751D0
- - - -
SS-ISJ (+)3`�
______
SS-i5l
"---�-
EXisr_B" �P
_ -----
(+)07211% _ - - - -'
_ __...-__.._
i i _ --
DITCH PI QT)
' _ __________________ _-- __-_-_______-
55-15? ___________________ 18 RCP
-- __-___-_
-
-________>-t _
G3 STA 84+06
174�5-50 _ _
..............
---------- � � (+1089/. _ _
-
ELEV = 75/B5
PRELIMINARY DESIGN
_
" ----END
-DLP �H•NEGIN
SPECIAL
DITCH GRADE RT
DO NOT USE FOR
----------------- - - -a
SPECIAL
-G3- STA 84+10
CONSTRUCTION
qli T er�rr+ �ilsT a vcP l' _ _ _ - -- - EX/ST/NG GROUND DITCH GRADE RT
ELEV = 75376
' - - -G3- STA 80+90
' -
ELEV = 74550
END SPECIAI
PIPE HYDRAULIC DATA
DITCH GRADE LT
STA 84+00 G3-
This dteain I. together .ith the concepts and designs
Data"Oto w SHE orrrce or:
REVISIONS TYPE CONTRACT
ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JO8 NO.P-05645-0411-05644A-04
CITY OF GREENSBORO
ROADWAY
DESIGNED BY cMK
P, thin n.rein, a: an inetram.nt ar :.thee, i•
for lM specific parpose and client for •With it
intense only
as prepared.
■
i0
m
ENGINEERING
DIVISION
SEWER
DETAILED BY CNK
SHEET NO.
Rees• of and improper reliance on this decament .;tho,t +rate.
es- n c6o
Kim ey >>> Horn
authorization and odoption by Kimley-Horn and Assoaiotes, Inc.
- -
DOWNTOWN GREENWAY
PHASE 4 &
NATER
CHECKED BY JWM
C9 oFCj Z
Copyright Kimley-Horn and Associates, Inc., 2018
O1J
A&Y GREENWAY
SIDEWALK 2015-003
SCALE: HOZi: r-30vERT; r•3'

F�
W
z
ti
W
W
In
Q
to
v
i
Q
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or distributed
M
co
without the express written
Q
permission of the
Q
City of Greensboro.
Z
�`��Ut51II416T �a
f^i
AT EXIST COMC JOINT
HYOU DIGI
CONTA'CTON8- (3NTPA
1�%919
Clty of round
e
L l ue,t,
® TIE TO EXIST SIDEWALK
CW -ter )3-2033
Ilei Tref )3-2606
COS/Dui if 13-208
COO -t r 13-'5855
Tanksr
.1 St 73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
❑4 CROSSWALK WITH STREETPR/Nr XD
XX.X Acres
GIS DISCLAIMER
Otrj.ct. - this map Non wth a dottm
line,lfle wnot —y d, tn.y er.
arI by phologramm.tric m.thcds.
_iobls an the Geographk Irf—Gon
SyMen, (GIS) soft— u..d by the
City of Gr_II0*, .
❑I TIE TO EXIST CURB AND GUTTER
AT EXIST COMC JOINT
® TIE TO EXIST SIDEWALK
❑3 RETAIN EXIST SIDEWALK
❑4 CROSSWALK WITH STREETPR/Nr XD
❑5 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© 6-CONC CURB RAMP AND SIDEWALK
c')
I 07 4' CONIC SIDEWALK
❑B SPECIAL LATERAL Y DITCH
Q
a (SEE DETAIL I/SHEET TTI
Z O® PROPOSED TE PAD
-Y4- PC Slo./4+2670 -Y4- PT St
o.15+44.56 +44
(SEE LANDSCAPE PLANS)
01 C4
wW
SE E S
FLASHING�1D
CNNE
T
I�AA
gvxvR
i
PERMIT DRAWING
8
8
8
8
*
SHEET 21 OF 24
v
*
*
W
Lu
PERMANENT IMPACTS ZONE 1 (GREENWAY)
r`
IT1
N
N
�KKKKKK PERMANENT IMPACTS ZONE 1 (STREAM)
S 8557' 5/l E
Ln
PERMANENT IMPACTS ZONE 2 (GREENWAY)
P
TEMPORARY IMPACTS ZONE 1
2
J
U
® TEMPORARY IMPACTS ZONE 2
Uzi
f-
EXEMPT
�
MILL AND REESURFACE
(/ 1/2DEPTHI
—LOD— DENOTES LIMITS OF
DISTURBED AREA
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
Thi, d«amens, together .itn the concept, and cosigns
'AI'^R'""THE orv¢r or:
REVISIONS TYPE CONTRACT
ONTRACTOR
AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
presented i
ted ne'o'n• as en instrament of service s intended only
•
ENGINEERING DIVISION
ROADWAY DESIGNED BY CMK
for the •pm;(; purpose and client for which i( .a, prepared.
SEWER
DETAILED
BY CMK
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
Re— of and improper relionce on this document ritho,t .;tten
60°
Kim ey>>> Horn
WATER
CHECKED
BY JWM
C1 OFG� 2
aatnori:auan and adoption by Kimsey -Ham and A„«late,. Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
A&Y GREENWAY
SIDEWALK 2015-003
SCALE: HOzi.
f --3O'
O e

Th.'s document, together ran the ands
PREPARED IN THE OFFICE or:
REVISIONS
TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
CONTRACT SHEET
■
-A' WAY
DESIGNED BY CNK
OF
For theed
For client fo
apac;l;e parposs and dant for rh;ch ;t Toa prepared.
cuCENSEx 02
SENSITIVE INFORMATION
Reux of and improper reGonce on this document r;tho,t r,;tten
.r'
autnor;:oupn ana pdopt;on by K;mley-Horn / Inc.
Kimley>>>
c5T SUFF1 e0t
Horn e.Temue s*
Not to be copied or distributed
SEWER
DETAILED BY CMN
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
and soc;oles,
Copyright Kimley-Horn and Associates, Inc., 2018
c
SO
without the express written
-
©�='e
WATER
DETAILE BY JWN
A&Y GREENWAY
Cj j OF C,� 2
0
permission of the
SIDEWALK 2015-003
SCALE: Itbn: t --3o'
Q
City of Greensboro.
BEGIN CONSTRUCTION
Z
-Y4- POT Sto.9+/9.00
BEGIN MILLING b RESURFACING
-Y4- POT 90.9+00D0
KV
O
W
r
^'o
� f
Y
Ln
r
EXIST 8
to
8
Ya-cwliwLrxltflt
\
CONTACT20'R
72VR771117�:*�
W
t-eoo-6'fz�w9
Cay a w
I texits
N
-Y4-
aJ
In
COG (later )3-2033
rA
S 85.17'20PE
M
GOOT Traf )3-2606
ca/Gaul )3-2061
COG we 73-5855
Tams r
it
—
N
ti
�
6'OOT St 73-2569
4,
NPDES
p'RR
I
General Permit
w
?
EXIST
�
Applies
MILL AMD REESURFACE
If I/2 DEMS1
Q
DISTURBED AREA =
SHIFT SIrrNAL HEAD TO
XX.X Acres
ACCOMMODATE NEW
RIGHT -TURN LANE
GIS DISCLAIMER
Obpcts an this mop Now, with o III
Inestpa r•r not . ysd, troy ..•
—paN by p,ata¢unm•vic m•thaea,
o wI on tha Googrophic Informat;an
System (CIS) •onsaro aswl by the
City of G•snsboro.
�l TIE TO EXIST CURB AND GUTTER
AT EXIST CONC ,PINT
❑2 TIE TO EXIST SIDEWALK
❑J RETAIN EXIST SIDEWALK
Q CROSSWALK WITH STREETPRINT XD
❑5 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
ECONC CURB RAMP AND SIDEWALK
M©
co
Q CCONC SIDEWALK
® SPECIAL LATERAL V DITCH
Q
(SEE DETAIL I/SHEET T7)
Z
D PROPOSED PAD
-Y4- PC Sfo. 14+2670 -Y4- PT Sto. 15+44
CAYCRETE
(SEE LANDSCAPE PLANS(
C4
® RAPIDLAR
wNE
SEE
SHEET
FLASHRECT�BEKVN
_
DX/ST
Mp10Hu ALn
w
8
W
gYA<VER
V)
PERMIT DRAWING
8
8
g
*
SHEET 22 OF 24
v
*
*
W
V)
F77
r`
�xxxxxx PERMANENT IMPACTS ZONE 1 (GREENWAY)
*
a
-Y4- N
20
11x7, PERMANENT IMPACTS ZONE 1 (STREAM)
S 85.57' 5/f E
PERMANENT IMPACTS ZONE 2 (GREENWAY)
�
P
I
`T
I
TEMPORARY IMPACTS ZONE 1
2
J
U
® TEMPORARY IMPACTS ZONE 2
U
ti
EXEMPT
MILL ANpp REESURFACE
(l I/20EPTH1
—LOD DENOTES LIMITS OF
DISTURBED AREA
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
Th.'s document, together ran the ands
PREPARED IN THE OFFICE or:
REVISIONS
TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
toncespt in -n
-on ke, ; tended only
heron, mnd
■
-A' WAY
DESIGNED BY CNK
ENGINEERING DIVISION
For theed
For client fo
apac;l;e parposs and dant for rh;ch ;t Toa prepared.
cuCENSEx 02
Reux of and improper reGonce on this document r;tho,t r,;tten
.r'
autnor;:oupn ana pdopt;on by K;mley-Horn / Inc.
Kimley>>>
c5T SUFF1 e0t
Horn e.Temue s*
SEWER
DETAILED BY CMN
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
and soc;oles,
Copyright Kimley-Horn and Associates, Inc., 2018
-
©�='e
WATER
DETAILE BY JWN
A&Y GREENWAY
Cj j OF C,� 2
SIDEWALK 2015-003
SCALE: Itbn: t --3o'

CONTRACT SHEET
1�1\1
OF
_
SENSITIVE INFORMATION
Not to be copied or distributed
SITE PERMIT DRAWING
SHEET 23 OF 24
co
Q
Q �
Z
BEGIN CONSTRUCTION
-G2A- POT Sto. 10+52.00
-G2A- PyOT
10+00.00O
Sta. IO+DO
2 r
a ❑ I
-G2A- PC Sto.12+3910
`';
o° LOD V o
8 U
g N
STAGING U-1
AREA
PROP l6'DRNEWAY W
STD. N . 848OJ S RETAIN
EXIST CI (Wi1
-G2A-
tOD 85.2346.5'E
LOD -'F`.
--- -. toD 8 0 �
Q, `,, .___ _____.-+-----.-.f-.--- -f-- _
00 ¢
tz°z
�K+c[KX�C PERMANENT IMPACTS ZONE 1 (GREENWAY)
�XK><KXK PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
®
EXEMPT
®
_ DENOTES LIMITS OF
COD- DISTURBED AREA
without the eapress written
permission of the
City of Greensboro.
y`� JWtrq�
Y F
B®ORB YOGLDIGI
COMACT ONa-cwu.�ra>et
1�1�13
Cat of round
L asts
CDG Wter c T3-2033
roor rree T3-zeos
coo lu,uT Y3-zoee
caG Wet r T3ie55
rens r
Goor sc n-nw
ao -
HUNT STCLOSED
( RETAN
RETAIN REMOVE AND RESET
_ _.. GRANITE CURB
FNS
I
W
NPDES
General Permit
Applies
,z,s
RETAIN EXIST CI
a
�
DISTURBED AREA =
xx.x Acres
-G2A- PRC Sto.12+64.07
GIS DISCLAIMER
oaj.ct. on MI. map moan .nh . dotted
I—I e«. at ­wed. they...
amI by ph°t°Romm.lrk melhody
aqt°"°
-G2A- PT Sto. 12+9/77
on the G.ographk Infe.matkn
system (Gs) wit—. a..d by th.
aty of aeenaa.o.
❑I TIE TO EXIST CURB AND GUITER
AT EXIST COW JOINT
Q TIE TO EXIST SIDEWALK
0 RETAIN EXIST SIDEWALK
❑� CROSSWALK WITH STR£ETPRINT XD
5❑ PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© 6'CONC CURB RAMP AND SIDEWALK
❑7 f CONC SIDEWALK
© SPECIAL LATERAL Y'DITCH
(SEE DETAIL I/SHEET T7)
PI = 12+75.00
EL = 76415'
VC = 30'
PI = 12+4200
BEGIN GRADE EL = 71
-G2A- STA 10+5200 VC = 24'
ELEV = 76694'
PI = 12+25.00
END GRADE
- A- A 14+
-G2- STA 39+4826 r6'LTI
ELEV = 766.78'
PI = 10+72.00 EL = 76487'
PI = /4+20.00
EL = 766J8' VC = l0'
EL = 76353'
VC = 30' P1= //+92DO
VC = 90'
=
i3
VC 50'
i .1X183% VC -
'SVS
PROPOSED GRADE
1'.108414%
-
/
EXISTING GROUND
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
This docament. together .ith the concepts and deagm
Pre.e^tea here'^• as an instrament of ferviae. is ;,tended coir
s prepaw
fRe—ar the pecdkmparpeae and diewt for .doth it t a.
I,lh* of tl A proper rtli°nca this document .date dl.
aamar:myon dna adoption by Kimley-Horn and Associates. Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
PREPARED IN THE OFFICE or:
11
PI-TIT ft NEs, soe
Kim ey>>> Horn "^ cErvsc araAoz
vp�E6p1
©zone
REVISIONS TYPE CONTRACT
ONTRACTOR
AS-BUILT AUTH. DATE BENCH MARKS
JOB NO,P-05645-04/P-05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ADWAY DESIGNED BY CMK
WER DETAILED BY CNK
kcl;
DOWNTOWN GREENWAY PHASE 4 &
AIRY GREENWAY
qQ
TER CHECKED BY JWN
DEWALK2015-003 SCALE: faze: f'-30 PERT: 1'-3'

0)
to
N
L
CL
a
3
iu
c�
3
3
0
0
DO
a
0
S.
3
m
Of
CONTRACT SHEET
OF
SENSITIVE INFORMATION
DRAWING
SITTE
SHEET 24 OF 24
Not to be copied or distruted
distributed
00
�KKK+CXX PERMANENT IMPACTS ZONE 1 (GREENWAY)
without the express written
permission of the
Q�\
`
City of Greensboro.
Z
-G2A- PC Sta.12+3970
o
�1CXX+(X+C PERMANENT IMPACTS ZONE 1 (STREAM)
eusr
Ry�oauir �i
Loo / o
c, \
o
BEGIN CONSTRUCTION g
V
U
PERMANENT IMPACTS ZONE 2 (GREENWAY)
f^8
-G2A- POT Sta.10+52.00 g a
Y
TEMPORARY IMPACTS ZONE
STAGING
W
1
- ^
-G2A-
rvPo�T M
Sia. lO+DODO O
f-' PROP 16'DItNEWAY
V)
W
® TEMPORARY IMPACTS ZONE 2
11EA MYOODIGI
CCerrACr ONB-C.1IL �rIHt
1-■ 2-4919
STD. NO. 848DJ o RETAI..
EXIST CI -
1� _G2A-
GD
® EXEMPT
Clt�of I round
` ,F. 85' 23' 465' E�
LOD 8
[OG toter c )3-2033
-
r - LOD D
a ❑2 7, -' -,
I Q ..______ ------ f______p____ _f__ _
M
DENOTES LIMITS OF
—LOO DISTURBED AREA
000i Traf 13-2606
cooixety 73-5855
coo f(i.1r 13 -sass
1763 5� -3120.1 OTS
-. LOD
`' - ---
¢
Ul
r
WOi 5 13-2]69
HUNT ST (CLOSED) RETAIN
REMOVE AND RESET
F -
70
N
NPDES
„„„_ -" - GRANITE CURB
W
General Permit
Applies
1zo6„ y
DISTURBED AREA =
U
RETAIN EXIST C
xx.x Acres
-G2A- PRC S10.12+64.07
GIS DISCLAIMER
Objmta m this mop ehoen with o dolled
bn.a>te .we not wrx.y.a they we
.-pied by pholoW"mslric methods.
-G2A- Pr sf0.12+91n
awiat". m the Gwprophic Information
6yelem (OS) wltwore used OY the
Gly of (ieeneboro.
QI TIE TO EXIST CURB AND GUTTER
AT EXIST CONIC JOINT
❑2 TIE TO EX157 SIDEWALK
❑3 RETAIN EXIST SIDEWALK
❑4 CROSSWALK WITH STREETPRINT XD
51 PAVEMENT PATCH ISEE DETAIL
SHEET T5)
© 6-CONC CURB RAMP AND SIDEWALK
0 4'CONC SIDEWALK
© SPECIAL LATERAL V DITCH
(SEE DETAIL I/SHEET T7)
PI = 12+75.00
EL = 76475'
VC = 30'
PI = 12+42.00
BEGIN GRADE EL = 764DZ
END GRADE
-G2A- STA 10+52.00 VC = 24'
-G2A- A I4+ -
ELEV = 76694'
-G2- STA 39+4826 f6'LTJ
PI = 12+25DO
ELEV = 766.78'
Pl = 10+72.00 EL = 764B7'
P1= 14+20.00
EL = 766.18' VC = l0'
EL = 76353'
VC = 30' Pl = II+92.00
VC = 97
EL = 76497'
%3 VC = 50'
PROPOSED GRADE
I/
'
(+)ZZIZ
(-)784147
_
I
EXISTING GROUND
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
This document, together Aim Ina concepts and designs
PREPARED w THE orr¢E or:
REVISIONS TYPE CONTRACT
ONTRACTOR
AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ROADWAY
DESIGNED BY cMK
P tea herein, as on instrument f eerice, is intenaea only
for the pecdic purpose Dna churl lm which it .os prepared.
■
ENGINEERING DIVISION
SEWER
DETAILED BY CMK
SHEET NO.
Reuaa of and ' regio... m this document .ithout written
-properNO—
gEEnEwvl E s.
—OLINNA 21 ,
Kim ey>>> Horn
v.lhoriiolion and adoption M Kimsey -Horn and Assoeiotes, Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
©3018
DOWNTOWN GREENWAY PHASE
A&Y GREENWAY
4 &
NATER CHECKED BY JNM
OF
C1 ��
SIOENALK 2015-003
SCALE: IgZi: 1--30' YERT: 1' -3'

,- -
K
Y
CITY OF GREENSBORO
ENGINEERING & INSPECTIONS DEPARTMENT
N
22 W Wend6ver Ave Q,
f c�
END PROJECT
CP O W'0 P c
k %
m
W Market St z
�q. -,-{ � E Core
W MaGee 5(
Soathern E Lea St azo
SDnn9 GArtle ti N6-3 VJ L2e St.
BEGIN PROJECT
n St
VICINITY MAP
N.T.S.
PERMIT DRAWING
SHEET 1 OF 24
ENGINEERING DIVISION
DOWNTOWN GREENWAY PHASE 4 & A &Y GREENWAY
CITY PROJECT NOS. P-05645-04 & P -05644A-04 r -
CONTRACT
[ ��
LIMITS: FROM SPRING GARDEN STREET TO 1 1 2018
NORTH OF BENJAMIN PARKWAY
SHEET
OF
�JG� uj L I T "CN,c'C
o
¢Z ym
ti
BEFORE YOU DIG!
�ONTACT ONE -CALL CENTER
1-800-632-4949
�- 1&BILFFRp� LARD TOPO SYMBOLS
CITY OF GREENSBORO
riENGINEERING DESIGN DIVISION
WETLAND AND STREAM PERMIT PACKAGE EManhole f/6 (]aDeleal ............................
,qO Proposed pmea Manhole 1/8'.. ..................................... �
83 Telecommuncations mann 1/B' (]eba edl ..................CD
Er fst. Curo Inlet 5/32"-5/64 ...............................
Cm
py
h?oW2S W ,
SITE 1
Cl
'+Qy
BEGIN DOWNTOWN GREENWAY PHASE s
CITY PROJECT P-05645-04
BEGIN CONSTRUCTION
-G/- STA 10+22DO
BID DATE:
5�
q4 'F4.
SITE 2
GT >P 1'J
ys m �
U~02 CF�gk s? ® .
2 SITE 3
3
3
-GI- STA 33+23.00 = SITE 5
-G2- STA 34+97.00
SITE 4
SITE 6 p11sc0
r 11 S,
-rd- WA IJ tb/.W =
-G3- STA 65+58DO
END DOWNTOWN GREENWAY PHASE 4
CITY PROJECT P-05645-04
( BEGIN MY GREENWAY
CITY PROJECT P-05640-04
-G2- STA 56+82.00
END CONSTRUCTION
-G2- STA 62+1531
-G2- STA 62+40.00 =
-Y8- STA 12+2/95 /30' RTI
z
SITE 81 �1.
Prof. Curb Inlet 5/32-5/64"................................
,.,.Pho.0 Booth 3/16" 5/16" ....... ..... .....................
O ro
C3
SUMMARY TABLE
O
Pro,. Tel.Ph .. W Poker Pole 3/32'. ........................
-W
SURFACE WATER IMPACTS
13—
aGuy
SITE NUMBER
TEMPORARY(LF) PERMANENT(LF) WITHOUT PERMANENT (LF)
LOSS OF WATER WITH LOSS OF WATER
1
0
0
145
1
0
0
149
2
0
0
670
3
10
92
570
4
20
597
195
5
20
379
175
6
0
548
30
7
0
402
0
8
42
118
14
TOTAL
92
1 2135 1
1948
BID DATE:
5�
q4 'F4.
SITE 2
GT >P 1'J
ys m �
U~02 CF�gk s? ® .
2 SITE 3
3
3
-GI- STA 33+23.00 = SITE 5
-G2- STA 34+97.00
SITE 4
SITE 6 p11sc0
r 11 S,
-rd- WA IJ tb/.W =
-G3- STA 65+58DO
END DOWNTOWN GREENWAY PHASE 4
CITY PROJECT P-05645-04
( BEGIN MY GREENWAY
CITY PROJECT P-05640-04
-G2- STA 56+82.00
END CONSTRUCTION
-G2- STA 62+1531
-G2- STA 62+40.00 =
-Y8- STA 12+2/95 /30' RTI
z
SITE 81 �1.
Prof. Curb Inlet 5/32-5/64"................................
,.,.Pho.0 Booth 3/16" 5/16" ....... ..... .....................
O ro
C3
Exist. Tele,none or Poker Pole 3/32' ........................
O
Pro,. Tel.Ph .. W Poker Pole 3/32'. ........................
-W
City of Greensboro signal Pole 3/32" (lebelad)..............
13—
aGuy
Guy Mire 3/32" ..............................................
v
E.ist. Hydrant 3/M.........................................
OCICCIOO
Pro:. Hydrant 3/32 ..........................................
.�
Mater Valve 3/32 - (labeled) .................................
Traffic Engineering Signal Box 5/64" ........................
O s
Gas Valve 3/32 ..............................................
0
Grate or prInlet 0.I.1 3/32 .............................
..
Right of Na:y lbnument 3/32" .................................
0
Iran Pipe 3/64 ..................... 1.......................
I .xm
Meter5/64" .................................... I.... I.......
■
Electrl,,l Outlet 5161' ❑ebeledl...........................
Teleco�unlcations Box Or Ped -1.5/6 4" (labeled).........
m
Exist. Precise Traverse Point ]/6(labeled)...............
-vm
1a" Or Less Tree 1/1' 011,11edl .............................
over 20' Tree 5/16- (labeled l ................... I...........
Shrub 5/32-....— .......... ................................
Clean Out 1/16"-1/32" (labeletll
O
END MY GREENWAY ....... I.................... Ec.,.
Light Pole 3/32' (labeled).— .............................. 13—
CITY
3 —CITY PROJECT P -05644A-04 Proposed Pedestrian Light ................
END CONSTRUCTION Proposedstreet Light........ I .............................. �
-G3- STA 84+10.00 wheelchair Rao (city Of Greensboro Ste. dna..............
control Of access Line 5/16" ................................
m ® ' Exist. Mater Line U ... led) ................................. —w_
\ ® Prop. Mater Line (labeled) ..................................
G3'
6PlTLEP—
VTl'
SITE 7
BEGIN CONSTRUCTIO
-G3- STA 66+00.47
ENGINEER:
SURVEYORS: Kimley>>> Horn I= al ° is
SPATIAL DATA CONSULTANTS, Inc. cDG Mater y3-2033
GDOt Tref )3-260fi
JC WALLER & ASSOCIATES, PC Nc cENSEx-0+oz coG/G i)f T3 -20e'
CO 201] 4PIFAYETTEVRLE ST-.surEddb COG Me y3-51355
NALEIC NORTH CMOla1V 21801 Tanks r
PHONE: 1919)6it-2h8, SOOT 5 y3-2569
GRAPHIC SCALE
15 0 30
PLANSas m
10 d 30
PROFILE (HORIZONTIuZONTAL)
1 0 3
PROFILE (VERTICAL)
Exist. Sanitary Semer (labeled) ............................. —SSS
Prop. Sanitary Seker (labelea).............................. —
Exist. Right Of may...
P, ,03ed margin ............................................. —'--
Eesemeht (labeled).,, ....................................... — — —
Tea:orary Construction Ease.sent ............................. —E
—
Exist. Dirt Street ..................... _ _.................
Exist. Payment ..............................................
E.ist. Curb (label") .......................................
Exist. Curb 6 Gutter(labelsel..............................
Prop. Curb 6 Gutter (shaded i labeleel......................
Survey Line ................................................. moo/
Slopf Line .................................................. r _ —
Center Line .................................................
E., at. Store Semer(labeled)................................ _ — —
ProP. Store Seklr(IeDe]edl................................. ��
Ges Line(labeledl.......................................... —G—
transmission Line 6 Taker .................... I.............. �®
1 l l,rgroun. Tel.cdm.uni-t1c. Cable (I... I.................. —T—
[ 00% PLANS Underground Poker Line ...................................... —p—
Fanc.(]❑beledl.............................................
—Loo
_M—
Railroad....................................................
Bridge (Pr:P. Solid : Exist. Broken) ........................
Box C,]vert (Prop. Solid i Exist. Broken) ...................
Guard Rail ..................................................
ftrdges Or Bushes(labeled)..................................
OCICCIOO
woods Line ..................................................
Exist. House. ...............................................
Temporary Silt F............................. ..............
xrvvvvvuvvve
Eroaian Control Device (COG Sto. No. 215 C 4321 .............
^
PROJECT SPECIFIC
Limits of Disturbance
..
—, ...........................
Norfolk Southern Railroad Pole (labeletll.................... 0 m

PERMIT DRAWING
SHEET 2 OF 24
DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural r1..\ °et Fill
Ground ?•/\p� Slope
D
Min. D= 1 Ft.
FROM STA. 12+25 TO
STA. 12+60 -Gl- RT
FROM STA. 12+60 TO
STA. 13+17 -Gl- RT
FROM STA. 12+60 TO
STA. 13+17 -Gl- LT
FROM STA. 14 + 30 TO
STA. 15 + 75 -Gl- RT
FROM STA. 17+25 TO
STA. 17+95 -Gl- RT
FROM STA. 21+25 TO
STA. 23+35 -Gl- RT
FROM STA. 24+35 TO
STA. 25+50 -Gl- LT
FROM STA. 25+50 TO
STA. 26+50 -Gl- LT
FROM STA. 30+50 TO
STA. 31+25 -Gl- LT
FROM STA. 31+25 TO
STA. 32+90 -G1- LT
FROM STA. 35+35 TO
STA. 37+50 -G2- LT
FROM STA. 37+50 TO
STA. 37+75 -G2- LT
FROM STA. 41+00 TO
STA. 43+75 -G2- RT
FROM STA. 43 + 75 TO
STA. 44 + 00 -G2- RT
FROM STA. 49+00 TO
STA. 52+00 -G2- LT
FROM STA. 58+00 TO
STA. 58+85 -G2- LT
FROM STA. 69+75 TO
STA. 71+25 -G3- LT
FROM STA. 76+00 TO
STA. 76+50 -G3- RT
FROM STA. 76+50 TO
STA. 77+25 -G3- RT
FROM STA. 77+50 TO
STA. 79+00 -G3- LT
FROM STA. 78+47 TO
STA. 80+75 -G3- RT
FROM STA. 80+90 TO
STA. 84+10 -G3- RT
FROM STA. 83+75 TO
STA. 84+25 -G3- LT
DETAIL 6
BERM 'V' DITCH
( Notto Scale)
Natural Nattural 1 I I
a
und
.y
Min. D= 1 Ft.
b = 2.0 Ft.
FROM STA. 38+00 TO STA. 38+40 -G2- LT
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural of Fill
Ground �DF�Olet Slope
L. B.•I Min. D= 1 Ft.
B= 4 Ft.
FROM STA. 55+00 TO STA. 57+60 -G2- LT
FROM STA. 39+39 TO STA. 39+56 -G2- LT
FROM STA. 40+00 TO STA. 40+75 -G2- RT
FROM STA. 48+15 TO STA. 49+00 -G2- LT
FROM STA. 14+75 TO STA. 15+00 -G2A- LT
FROM STA. 68+75 TO STA. 69+75 -G3- LT
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural of Fill
Ground 7.1D ')•'•\Otitat Slope
F
L Min. D= 1 Ft.
B= 2 Ft.
FROM STA. 10+75 TO STA. 12+60 -Gl- IT
FROM STA. 23+35 TO STA. 24+10 -Gl- RT
FROM STA. 52+25 TO STA. 55+00 -G2- LT
DETAIL 8
INLET CHANNEL -LOOKING DOWNSTREAM
EX/ST� ( Not to Scale)
GROUND (2' X 7' RCBC CLASS 11 OF RAP
(BURIED 1' ATO TOP OF CHANNEL
7R.
T_ G£OTEXTILED Min. D = 6.0 B
B - VARIES / 1A'H/GH FLOODPLAIN BENCH
EXISTING TO 12' WITH CLASS lI RIP RAP
Type of Liner = Class 'II' Rip -Rap
STA. 24+10 -Gl- (LT)
DETAIL 9
OUTLET CHANNEL -LOOKING DOWNSTREAM
EX/ST ( Not to Scale)
GROUND l2 X 7' RCBC CLASS IIRIP RAP
(BURIED Yl TO TOP OF CHANNEL
2.0'
l5' I
SILL
1
GEOTEXTILE
Min. D = 4.5 F. B
B S G TO 10' VARIES IL'HIGH FLOODPLAIN I WITH CLASS1 RIP RAP NCH
EXISTING
Type of Liner = Class 'IF Rip -Rap
STA. 24+25 -G1- (RT)
DETAIL 14
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural
Ground I ?/ Shope
D
Min. D= 1 Ft.
FROM STA. 15+75 TO STA. 17+25 -Gl- RT
DETAIL 4
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'min. 2'
Grade
GEOTEXTILE
Type of Liner= CLASS 'I' OR 'II' RIP RAP (SEE PLANS)
FROM STA. 24+10 TO STA. 24+25 -G1- RT
FROM STA. 24+25 TO STA. 24+35 -G1- LT
STA. 31+25 -Gl- RT
DETAIL 2
INLET CHANNEL -LOOKING DOWNSTREAM
TOE PROTECTION
EXIST
( Not to Scale)
(Not to Scale)
2 0 71X 7' RCBC
(BURIED Y)
GROUND
2 O 7' X 7RCBC
(BURIED Yl
F\O�ec
Natural
1�1y\a
Ground
b ,
d= 2 Ft.
b= 2 Ft.
Geotextile
Type of Liner=
CLASS B Rip -tap
FROM STA. 39+39 TO STA. 39+56 -G2- LT
FROM STA. 40+00 TO STA. 40+75 -G2- RT
FROM STA. 48+15 TO STA. 49+00 -G2- LT
FROM STA. 14+75 TO STA. 15+00 -G2A- LT
FROM STA. 68+75 TO STA. 69+75 -G3- LT
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural of Fill
Ground 7.1D ')•'•\Otitat Slope
F
L Min. D= 1 Ft.
B= 2 Ft.
FROM STA. 10+75 TO STA. 12+60 -Gl- IT
FROM STA. 23+35 TO STA. 24+10 -Gl- RT
FROM STA. 52+25 TO STA. 55+00 -G2- LT
DETAIL 8
INLET CHANNEL -LOOKING DOWNSTREAM
EX/ST� ( Not to Scale)
GROUND (2' X 7' RCBC CLASS 11 OF RAP
(BURIED 1' ATO TOP OF CHANNEL
7R.
T_ G£OTEXTILED Min. D = 6.0 B
B - VARIES / 1A'H/GH FLOODPLAIN BENCH
EXISTING TO 12' WITH CLASS lI RIP RAP
Type of Liner = Class 'II' Rip -Rap
STA. 24+10 -Gl- (LT)
DETAIL 9
OUTLET CHANNEL -LOOKING DOWNSTREAM
EX/ST ( Not to Scale)
GROUND l2 X 7' RCBC CLASS IIRIP RAP
(BURIED Yl TO TOP OF CHANNEL
2.0'
l5' I
SILL
1
GEOTEXTILE
Min. D = 4.5 F. B
B S G TO 10' VARIES IL'HIGH FLOODPLAIN I WITH CLASS1 RIP RAP NCH
EXISTING
Type of Liner = Class 'IF Rip -Rap
STA. 24+25 -G1- (RT)
DETAIL 14
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural
Ground I ?/ Shope
D
Min. D= 1 Ft.
FROM STA. 15+75 TO STA. 17+25 -Gl- RT
DETAIL 4
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'min. 2'
Grade
GEOTEXTILE
Type of Liner= CLASS 'I' OR 'II' RIP RAP (SEE PLANS)
FROM STA. 24+10 TO STA. 24+25 -G1- RT
FROM STA. 24+25 TO STA. 24+35 -G1- LT
STA. 31+25 -Gl- RT
STA. 39+78 -G2- (RT)
DETAIL 10
INLET CHANNEL -LOOKING DOWNSTREAM
INLET CHANNEL - LOOKING DOWNSTREAM
EXIST
(Not to Scale)
(Not to Scale)
2 0 71X 7' RCBC
(BURIED Y)
GROUND
2 O 7' X 7RCBC
(BURIED Yl
CLASS 11 RIP RAP
TO TOP OFCHANNEL
r
/ ,11111'%IC
J I
2
ha HIGH FLOODPLAIN BENCH
15•
2D'SILL T
WITH CLASS 11 RIP RAP
GEOTEXTILE
II D
/L�
I
2
Type of Liner = Class 'II' Rip -Rap
LL B
Min. D = 7.0 Ft.
ID'HIGH FLOODPLAIN BENCH
1L
B = VARIES
WfFH CLASS II RIP RAP
X11/5555
EXISTING TO 15'
WITH CLASS IIRIP RAP
Type of Liner = Class'II' Rip-Rop
EXISTING TO 21'
STA. 39+78 -G2- (RT)
STA. 39+94 -G2- (LT)
CONTRACT SHEET
OF
DETAIL 5
FALSE SUMP
Outside Ditch ( Not to Scale)
Traffic Flow �� I
-,.42'
-Z--:s — L2LCJ
S=Ditch Slope Proposed Ditch
STA. 52+10 -G2- (LT)
STA. 80+80 -G3- (RT)
DETAIL 12
DETAIL 11
INLET CHANNEL -LOOKING DOWNSTREAM
OUTLET CHANNEL - LOOKING DOWNSTREAM
JOB NO.P-05545-04/P-05544A-0
EXIST�
GROUND
(Not to Scale)
2 0 71X 7' RCBC
(BURIED Y)
CLASS IIRIP RAP
TO TOP OFCHANNEL
r
l5'
GEOTEXTILE
1
T
D
/ ,11111'%IC
J I
2
ha HIGH FLOODPLAIN BENCH
IB
IL
Min. D - 5.5 Ft.
B = VARIES
WITH CLASS 11 RIP RAP
�TTTT55555
EXISTING TO 14'
Type of Liner = Class 'II' Rip -Rap
D
1L
STA. 39+94 -G2- (LT)
CONTRACT SHEET
OF
DETAIL 5
FALSE SUMP
Outside Ditch ( Not to Scale)
Traffic Flow �� I
-,.42'
-Z--:s — L2LCJ
S=Ditch Slope Proposed Ditch
STA. 52+10 -G2- (LT)
STA. 80+80 -G3- (RT)
DETAIL 12
DETAIL 13
INLET CHANNEL -LOOKING DOWNSTREAM
( Not to Scale)
JOB NO.P-05545-04/P-05544A-0
EXIST ���
GROUND 2 0 /0' X 6' RCBC
CLASS H RIP RAP
(BURIED Y)
TO TOP OF CHANNEL
2 o X X 6' RCBC
(BUR/ED Yl
CLASS IIRIP RAP
TO TOP OF CHANNEL
mss,
/'5T/i8(Pr 2A' SILL
j�f
GEOTEXTILE II D
/L=
I
2
LL B
ID'HIGH FLOODPLAIN BENCH IL
D
1L
WITH CLASS (l RIP RAP �5
EXISTINGARIES 1}
Type of Liner = Class 'II' Rip -Rap
Min. D = 5.0 Ft.
STA 47+99 -G2- (LT)
STA. 48+15 -G2- (RT)
This document, together U the concspts and dsagns
DETAIL 13
HEVI51UNS
OUTLET CHANNEL - LOOKING DOWNSTREAM
JOB NO.P-05545-04/P-05544A-0
EXIST
( Not to Scale)
GROUND
2 o X X 6' RCBC
(BUR/ED Yl
CLASS IIRIP RAP
TO TOP OF CHANNEL
mss,
j�f
1.5'
ENGINEERING DIVISION
GEOTEXI-ILE
D
1L
JI
2
ley >>>
2 I B
Min. D = 5.0 Ft.
ID'HIGH FLOODPLAIN BENCH
lI
B = VARIES
WITH CLASS IIRIP RAP
TTT555
EXISTING TO 21'
outhorUctlon and odopllon by K)mley-Horn and Assoeioles, Inc.
Type of Liner = Class 'II' Rip-Rop
STA. 48+15 -G2- (RT)
This document, together U the concspts and dsagns
PREPARED IN HE o cE OF:
HEVI51UNS
TYPE CONTRACT ONTRACTOR AS -BUILT UTH. GATE BENCH MARKS
JOB NO.P-05545-04/P-05544A-0
CITY OF GREENSBORO
presented herein, as an mstrumenl of service, is intended only
■
ROADWAY
DESIGNED BY CNK
ENGINEERING DIVISION
for the petit¢ purpose and client ter which 1, t m prepored.
for
al and lm proper reliance an this document .ilhout .ellen
K� m
ley >>>
H
azl FArEr�iue sr.. suns esD
orn 421 c 1-0,ex
RALEIGNrTH cARouNA Heol
SEVER
DETAILED BY DNI(
ISCALE:tED
DOWNTOWN GREEN WAY PHASE 4 &
SHEET N0.
outhorUctlon and odopllon by K)mley-Horn and Assoeioles, Inc.
PRone ista�sn-xom
MATER
BY JIM
AY
Copyright Kimley-Horn and Associates, Inc., 2018
O.H.
2015-003OF
DRAINGEE DETAILS

} ;
i
7
4 >
,} t
1 T C a
V1, AK 25 30'05.4- E
BEGIN MILLING & RESURFACIAG�
k,..P G E L L.
C= FOP -i Y DP': [ F C i} ., d Y .`1f' ,
F E 1r` ROI ilk
RPt4G '.
ti?ti € 9, "
D: t2u'? P 's';3
n72,Pa
:6' PVC MEDIAN UNDERDRAIN--:\
RETAIWIST COG DI
OE TO DRAIN
RETAIN BLIND JB N 5' 33' 44l W
PROP COG MH
(STD NO 401) PROPOSED NC0077 CB -
42' RCP -AI (STD. NO. 840.021'
rSPECIAL LATERAL 2* BASE DITCH
ISEE DETAIL 3 ^-••^••~
SHEET TT
� SEE D
O 7,
F _ t
CITY PROJECT P-05645-64--1,7 60RCP-I
BEGIN CONSTRUCTION
-GI- POC 5k._104.00 LOD
TIE TO EXIST DOWNTOWN GREENWAY
REMON.EaEA6iT.._ .,/
36' PIPE & FES-
&GR40E NEW 'Y
48'FES 70 DRAM
1 Y
PROPOSED JBtFtpOP05ED NCD
NC MANHOLE COVER ���Q (ST . NO. 840.3
NCDOT STD. N0. 840.31 Yc llh
48' RCP -III COG Y t;,
PROPOSED JB W/ MH COVER-
NCDOT STD 840.31
Y ,
N 8F25'37J'W IS'RCP-III
. SNEET T6
'DIDD. NO. NCDOT GB -v ITE I
'D. N0.8400 t 1
x;y
6' RCP -III �*A, QO
SSRR
'tROPOSED OG 01-'\\\\ NO. 5 ....,,.,�
TE 43 1
Qi
ms /
YDS �`�( 'Ct� ti
4
h
10D
`, Y/"--
17
.1-
S CONTRACT SHEET
OF
11SENSITIVE INFORMATION
/ 1G -T 11 1AY EA.E.11-Not to be copied or distributed
without the express written
:i. P € ..� .,E:Ckt' '4A,7 -S! T
a Permission of the
'
City 01 CreMsbOfO.
(n o
O�
o)xrACII!'orm-cwu.a�
rt \ S \
city of round
II COG Meter )3-2°33
\ \h t' \ �I'Vly.
`P4UG FILL A / �, / ` \ \ _ cw/ Trer )3-2606
ABANDON / \ COG/Guar T3-2Oee
I I. CW Me r - 5M
EXIST 48 CP / ETAIN MHT V y Tents r
TO EXIS STS`, 6 SYSTEM \ .F� , VVV IN N R TI �T s �-�
co- flx r1x-N 4 s i2 -Y2- STA 11+31.68 I✓/�
GPN VY",a \ \ \ ��Q BEGIN MILLING & RESLRFACI N P D E S
REMOVE &REPLACE W/ /\� General Permit
\ „ \ NCDOT JB ,�" /
(STD. NO. 840.31 OR .32) P
W/ COG MH 413 54' RCP -III Applies
ABOVE SLABPROP
,
ITIS TAr O EXIXISST IVEW� v DISTURBED AREA =
TaNae+en3 14.0 Acres
PROPOSED NCDOT CB ' `- /- y /
/ (STD.NO.84OD02) s L.7,E UEVL Ev -Ct7P Wyt >r vt -
t'� ,--A(GF
PAR! NERIH
voT VEGETATED RAILROAD TRACKS, SEE LANDSCAPE PLANS _ CEDAR AETAIN �9W �- GIS DISCLAIMER
PROPOSED Ny'DOT JB - Jit e 1L7 SYSTEM <w. �' Obode on this mwe wl with a totted
ISTD. N0. 84Q 31 OR 321-' i 3 v5, a,',t ,, tBestyte were not —yed, they we
T All/ COG L,iAFE 4'�IXA�35 \ i'��'r2.No ", -
8 AHOVE,SLAB JB W/ MH COVER can aA.d by gotag amm.uk m.thoee
�'"j'-ry �NCOOT STD 840.31 Iz�, odaas an tn. O.oq.aPnic mtwmatia.
p A 66' RCP -III * ' 66' RCP IA 8 . ' \ System (GS) sohwore used by me
fV
J �� LOD ,. _ LOD IOD b .�\� J �ry aly wl Gesl�wro_
v x__ woo
=RETAIN EXIST .
•® --i,is �r _.wiiC- _v_ c° EM 122...
_ - t
0
L E------ 4
{{ 12�
=_=- _ _ _ �._ TIE EXIST CURB AND G(/IT£R
AT EXIST LYMC .p/NT
O0 / �_--E------- - x ® TIE TO EXIST SIDEWALK
RETAIN EXIST SIDEWALK
too .,,o - 66 RCd-llt�
CROSSWALK WITH STREETPRINT
tl '. API-4
yF
❑5
XDS�EC'LATERAL �DJ PAVEMENT PATCHSEE DETAIL
ESEeC DETA 4 SHEET T51
5HEETTT
o © 6COMC CURB RAMP AND SIDEWALK
\ 66' RCP -III „t '' \
�. I b .7 NC, ,s ❑7 4'CONC SIDEWALK
SPECGb1Vy. LATERAL F �. >, TT ®SPECIAL LATERAL IIS YD?CH
70
REMOVE AND REPLACE V' DITCH .a-I'� PROPOSED NCpp'F JB J (SEEPRO DETAIL NSHEET A
EXIST 1JH W/ NCDOT JB SEE DETAIL I �--'' '`''/ (STD. N0. 840 3i0R 321 Cyd 90 PROPOSED CONCRETE PAD
(SD M
T0-840.30 �. -�,.' _SHEET T6 df W/ COG GRATE iSa/43`x' (SEE LANDSCAPE PLANS)
- / ABOVE SLAB �Q
''�{\�\'' RECTANGULAR RAPID
FLASHING BEACON
NCID CSB
TO 840�02
S DETAltt, 19:- - \
q WY `COG GRATE 434/435 S T TT
ABOVFr. SLAB - \ RETAIN EXIST CI 91< / \\
lbo © \ \� .\ \ TAIN 18' RCP i
-TI YPE `\ NCDOit CB \\
7't ., A'�. (STD 84(� 021 t ,�.. .tIY . Li v
d SEE DE7 ' , Fl vy� v s7.
v. SHEET TT'
PE _ v
v v /
15'RCP-III
PROPOSED COC \ \\\
TYCI (STD. N0. 4021 A
PERMIT DRAWING
SHEET 3 OF 24
6' PVC MEDIAN UNDERDRAIN
DENOTES PERMANENT IMPACTS IN SURFACE
RETAIN EXIST - <" ® WATER WITH LOSS OF WATER
yy
BRICK PAVER , SEE WrERSECr/0N DETAIL
yf CROSSWALK DENOTES TEMPORARY IMPACTS ® SHEET INTI FOR
`
IN SURFACE WATER ADDITIONAL INFORMATION
SEE
® DENOTES PERMANENT IMPACTS IN SURFACE PROFEET C/A FOR
LE
WATER WITHOUT LOSS OF WATER
—LOD— DENOTES LIMITS OF
DISTURBED AREA
���
PRELIMINARY DESIGN
` 4� / -
DO NOT USE FOR
NOTEXCONTRACTOR TO REMOVE ALL RAILROAD
�®
CONSTRUCTION
ELEMENTS INCLUDING RAILROAD TRACKS. SIGNAL
CABINET, CANTILEVERED FLASHING LIGHT, SIGNAL. AND
PAVEMENT MARKINGS. (APPLIES TO ALL SHEETS)
This document. together with the concepts and designs
PREPARED N TIE OFFICE ON
REVISIONS
TYPE CONTRACT ONTRACTO AS -BUILT UTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-0
CITY OF GREENSBORO
presented herein, as an instrument of service• is intended only
■
ROADWAY
DESIGNED
BY CMK
ENGINEERING DIVISION
for the pecilc purpose dM dist W which it t hout written
Reuse of and Improper reliance on this document .ilhou! +rittM
Kim
ey>>>
421 PnvGrrenLLe sr_sunE sww
I.LS
""LE1GX'NORTMCPROLN"21601
Horn.,—"-"
SEVER
DETAILED
BY CNK
DOWNTOWN GREEN WAY PHASE 4 &
SHEET N0.
oumorl:ation and adoption Kml Horn and Associates. Inc.
M +y-
Copyright Kimsey -Horn and Associates, Inc., 2018
P EIw,slenswro
NATER
CHECKED
BY JWM
A&Y GREEN WAY
Cl C11
©2p1B
s DEWALK 2015-003
CALE: HOZ
f --3o VeRT• '

vi
60
r
1
_._.
BEGIN CONSTRUCTION a
-YI- POC Sto.10+14.00 cc 4r `.TFS
s
BEGIN MILLING & RESURFACING %
..' 1 t it ;\tti i i•
I `,t il{ iili`lltl ii i, F_ I! t N ( Fy -S,/
f`• •i iii 11 i i i q it ,c;nIOR Tit N iF, " C C � 1 Y '.. _ \\
FE �r`t�t i,v,l r:T
itll rE / nFV O A\
€i�J ttt \
/
� 1 7•� 7t sy tUt 1t tltit 111, ? ,ad 'G/PVC MEDIAN UNDERDRAIN
i
RETAIIST COG DI
DE TO DRAIN jfj ' �'�` , �' \ \ �• \ \
N 29* 3(V� ti i RETAIN BLINDJB N 5'J. r44.FW t ,l,(1G FILL A \ r Z
t tt1 iii ' ' PROP COG MH : EAXIST ANDON i ETAW MH \ \
(STD NO 40) i ` "' TO EXIS ST & SYSTEM \ \1
a i v IN N R l
tl PROPOSED NCDO CB R' s, i
42'RLP-tll (STD. NO. 840.02 �i�� (t!A(jk)Aty t V .. EN
;111 i 1 1111 t i r 1, C s -Y2- STA ll+ IS6 Vi
t1t, t1 „� SPECIAL LATERAL 2' BASE DITCH , - i' ,J F'Hih t .�L,p ST. BEGIN MILLING RESURFACI
rt ..Ltii111\ 1 :r1• t ,. SEE DETAIL 3 ^. t /rYi�. GRN 06161) A v
SHEET T7 l 1 1 \� /4`�'-i¢ JE;
,,n 111\ii}iilit It i �, REMOVE i? _�;. r, / ��.�7%:Q'a,. \ REMOVE &REPLACE W/
+OO
+1 ! 9 iL 1 \1111 t1t 1 i Ili / / Art C JB
/j� 840.31 /
N �25r 371W €
(STD.COC NO.
NH 430R .521 54' RCP -111 ,P
/ ABOVE SLAB
15' RCP I i /O ..�. _ �_.... l K' o s-'
e... •., 9�; i \ t 3 'y.'eh}'.CI1IL LASERAL_.'.v_WTCH-�
SEE`DETAIL' I / SHEET T6
PROPOSED N000T °_... rp� � 11 f� f. 0DRIVEWAY v '�
4STD. NO. 8400 --- ITE 1 i1 , r (T/E TO EX/5T1 t.T
.r t ./ STLLAq.84BOJ
.� PRO SED NCDOT CB i i y
F
f �'. ..., \li •\ __ .,f i t t .t it
PQ \
(STD. N0. 840D62) fd'JLi.Li�,L �%tLL C�El �L� Y f Y Et.#'
77,�I
I l k / ._. -z -" Q, `.L ♦� / Aj3U1'itt CAROLINAL h.Eh:,v._OF
, O
�il4o.F- IOo ttat, / \��t,, i (,LJgl2 Sa \ >t♦+
<e T VEGETATED RAILAOAOTRACK5.3EE OSCAPE PLAN � ,'� .. TAIN \ `.
__ A _ JAN -\ (. :i bIn \ 5, TEN �
s. RETAIN X �. ' ., a ,. = ytt'-_._ _ _ - I �'� 4 PROP09E0 N 'DO '.3
,f
0
r ..SYSTEM (STD. N0. B .3(OR .32 ♦ \L 3 ; iT5 r Q:. ,,\. ,
'53.. _ _ JT/I COG L1t(3.4'Y.t35 ♦ Fci 2. PGI39
.:� Y... _ f 4 AS VE°SLAB J` y dB N/ MHC VER A ,
p
�, ,.....,....,, - \ •t .Z, �' -' >_ - , ... Q \ _ :-i- NCOOT STD 8110.21
pp pp
8
a a
too 66'
OD
W
10
Pte-- too RETAIN'EX)ST \ V
6�tRCP-10
•rir'Pa"=u_l too YSTEM \zz: \! `..
l
�v
Hr
BEGIN DOWNTOWN X'' h
GREENWAY, PHASE ,4- F �_ T E E
7-51
CITY PROJECT P-05645- too' �J G RCP -I p - m µ -e _� d. _ 2 1 a:c B oo - _
BEGIN CONSTRUCTION a Eoo= " o0 8I o0 0
-Gl- POC Sto.10+22.00 / 3 s 4 c E______ e __ ___E _ ____f_
TIE TO EXIST DOWNTOWN GREENWAY °, ' 0 1 P ti• `. 3 .,✓ - zoo ROD F6 RC '-
i �
36 PIPE & FES - _
& GRP
HEW. ^. _`a'• ` it fA f, e}�p, �` ♦xy T, 7 ". B - - v EQITE _..
48' FES TO DRAINCif •, :6CJ I v .T✓h 't... " - ._ _. � $E DTA
Y..� SHEET'..TT
PROPOSED JB ! r -toy, 7 C fiROPOSED NCDO7 fO r .. \. 66' RCP -III
W/ MANHOLE COVER } i 13F =. t$,TD-N0. 840.31 OR .3 1 -r--", 4 r ,:, _\ _��.,\ i'n -- ._ .. f4/
NCDOT STD. N0. 840.31 v`4 �Z T!%, COG ` :� ` \\``\'"+oSPECLATERAL h 1
48' RCP -III z, Y. 5 rim -$ g Z� 'GBYE'SL' `.... lN0 HEAD .� ,�.,% : . ` \,\., t� "i. j ' / '' PRO SE \ f J& .rJ
q°.REMOVE AND REPLACE 'V' DIT N p p
• + c1 I HEAD : ��. 1 - `\ \7 \ • '\ C _ EXIST d1H W/ NCDOT JB ,'e SEE DETAIL 1 -EST$. 0. 32) X32) y° G
'�- \ _..._ ........ (STD.O'10-840-M -. _ SHEET... T6 _ d WB VE S IIB RATE
` 43}}' �Q
ji�PROPOSED JB W/ MH COVER s y�y ECINP.e'= \ \ \ �,
NCDOT STD 840.31 ` ` T - _ �i�r '" \ \ �t �_ NCDOT CB -
ai{R0P¢SED NCDOT JB w
\�, ,� '. -/i�. . NG0. 840.31 OR 321 °+.f t STD DETa° 19
2
t \ , . ,iP4 i RATE'434/43$ S T TT Lt
!i '�3 l' 1 ,I(1f D LAB ; \ \ RETAIN EXIST a
41P© !!fit' \ $ 1 \ TAIN 18' RCP
4TYPE 7 it' i 7 �� 4 NCDODT CB v v
�� ��trt t l�7 ` \• f / tSTD 84(702)
SEE DET 19 fp L • ,t:.'.
SHEET TTre \
II \ \
15' RCP -III � \ \\ d /
CONTRACT SHEET
OF
:NSITIVE INFORMATION
Not to be copied or distributed
without the express written
permission of the
City of Greensboro.
♦eotLlusr �
13HVRH YOD DIG)
COMA
I- ONB00-633219192-490 ISI
COG Yater 73-2033
GOO, Traf 73-2006
COG/Wl]f 13 -MU
COG Yat r ]3-787!
Tania r
-T 9 1
3-2569
NPDES
General Permit
Applies -
DISTURBED AREA
14.0 Acres
GIS DISCLAIMER
Gbteds - this mop eho•o . th o dolt
P-ty. - not -,d. mays .we
compl<d by phologro L,ic m thoda
wlable an the Gea9 h'c IMo-C,
o system (GS) softx a pW by th,
Cit
of meenet,vo
l❑ TIE TO EXIST CURB AND GUTTER
AT EXIST CONC XMIT
21 TIE TO EXIST SIDEWALK
it RETAIN EXIST SIDEWALK
❑ CROSSWALK WITH STREETPRINT XD
5❑ PAVEYEYT PATCH (SEE DETAIL
SHEET T5)
© 6-CONC CURB RAMP AND SIDEWALK
❑7 4 -COW SIDEWALK
® SPECIAL LATERAL Y' DfrcH
(SEE DETAIL 1/SHEET TTl
21 PROPOSED CONCRETE PAD
(SEE LANDSCAPE PLANS)
® RECTANGULAR RAPID
FLASHING BEACON
TYPE 1A \ \F ♦ CI (STD. N0. 402) \ \ f
PERMIT DRAWING
SHEET 4 OF 24
6• PVC MEDIAN uNDERDRAw \
�DENOTES PERMANENT IMPACTS IN SURFACE
RETAIN EXIST ® WATER WITH LOSS OF WATER
Si O 4 - t ❑3 BRICK PAVER d
< ! ! DENOTES TEMPORARY IMPACTS SEE /NTERSFOR
ECTpN DETAIL
CRG55WA
/J! ® SAH�TINTIONALIINFFORMATION
IN SURFACE WATER
Sa 8� pig P� 0 Y �t 0p / SEE SHEET CIA FOR
P�'�G .razz 'C(VP ti� - ® DENOTES PERMANENT IMPACTS IN SURFACE PILE
h1 P WATER WITHOUT LOSS OF WATER
� r
(j� ��® , ©`�,, -LCD- DISTURBETED IAREAOF
PRELIMINARY DESIGN
DO NOT USE FOR
NOTE: CONTRACTOR TO REMOVE ALL RAILROAD CONSTRUCTION
ELEMENTS INCLUDING RAILROAD TRACKS. SIGNAL
CABINET, CANTILEVERED FLASHING LIGHT.SIGNAL.AND ,
PAVEMENT MARKINGS.(APPLIES TO ALL SHEETS)
PREPARED IN ilE OFFICE OF: REVISIONS TYPE CONTRACT ONTRACTO AS -BUILT UTH. DAT BENCH MARKS JOB NO.p-05645-04/P-D5644A-0 CITY OF GREENSBORO
This document• together .ilh the concepts and designs
presented herein, as an Instrument f service. Is In9enldl only • ROADWAY DESIGNED BY CNK ENGINEERING DIVISION
far the f and
proper and client for which H woo prepared. KIiY1�ey>>> Horn 4° Eat
Rause of and Improper reliance nt this document without .Allan axt PnvETrzvltiF sr„sutra soo SEWER DETAILED BY CMK SHEET N0.
aulhorizolion and adoption by Kimley-Horn and Associates. Inc. wuFroR, HORm CA oalru zyew
PhaE19tB. �° WATER CHECKED BY JNM D WAIT WN GREENWAY PHASE 4 &
Copyright Kimley-Horn and Associates, Inc., 2018(D-8
A&Y GREENWAY
WALK 2015-003 SCALE: Hozi: I-•30'vERT: 1'•3' -

a
BEGIN CONSTRUCTI N CLASS IIRIP RAP
Y3- POC Sta. 10+88,00 I EMBANKMENT PROTECTION
BEGIN MILLING & RESURFACING �'( \, RETAIN EXIST CI EST 10 TONS
- - EST 10 SY
REMOVE TOP rOF I AIMING watt \\ SEE DETAIL 4
A.Nd7` <R 71 i R 1L \V �- SHEET TT'
VVVVV A2 hFa 3F C COLLAR & E RCP TO PROP NH ���VVV BZ 2
-- - `?, { 18'RCP-III BL 1- �-A� CHANNEL IMPRO
PROPOSED COG MH (STD 4001. TIE INTO EXIST CLASS IIRIP RA�
E 1, •.° „1 '-.,t '.i1 L TRACTOR FIELD VERIFY PIPE LOCATION EST 80 TONS \;;
P 7,P -q RETAIN EXIT CI ES7 45 SY GFO
J SPECIAL 0 ED JB IN H COVER to
_ R n 72' RCP- r 1 © SEE DETAIL . SEE SHEET TT""'�"0'.��� Llyo • . SHEET TT BZ )
PRWD-COG-Cl nr -t goo oD '.. "`Y'5�„ s
"IST402) m IN 0 12' RCP -ID
too
PROPOSED NCDOT CB ADNALL
(STD NO.84OD02) 2 v ,STD '�' -`-� a<f.=,.
72• RCP -111 11TtEr P1rorEtttoN /
W/ COUNTERSUNK
RIP RAP PAD IN CHANNEL
72'
RCP_p PLUG FILL 2 B 7 c.
& ABANDON
9
RCP-®
6 S. En
z 5 `
O�
��30' RCP_III�­b
<u 2 a N ir1cyi U V L V
PROP NCDOT CB
m
PERMIT DRAWING
STD 840DO2
EL = 778.46'
SHEET 5 OF 24
tL
VC = 40'
mom
ss -106
Q_
a
_
EL = 78520'
a 7
®DENOTES PERMANENT IMPACTS Iq,: URFA E
W
J
WATER WITH LOSS OF WATER T�
25
PROPOSED COG
EXIST 24" CIP
Exlsr 5" SIP
TOP 784.20 t
EXIST 4.25' t 1
Cl 0.4021
DENOTES TEMPORARY IMPACTS C-)2�'
® '" -_,--
RCP -11
P -u
IN SURFACE WATER '"
:.
CROSSING RR CONDUIT,
-Gy- 19+JJ.59 TOP 785.86 I t
DENOTES PERMANENT IMPACTS IN SUR ACE
,._ ..- PRO
r - 24' R N
D:COGCI ISTD. N0. 4021
-
® WATER WITHOUT LOSS OF WATER
-------------
A '
II
7
REMOVE EXIST CI
UNKNOWN
783. SJ
COD- DENOTES LIMITS OF
_-
71•x- -_------
DISTURBED AREA
y AAAA
-
LAWSON A DUHAN
i
24' RCP -III ji
PROPOSED COG (CI [STD. N .4021 ,
end
SARA J. DUHAM
72' RCP -Ill I
p OgX
DB 3258, PG 888
777.47 777.0
GPN 0001664
I
PROPOSED NCDOT CB
n6sa
705 W. MCGEE ST.
(STD. N0. 840002)!
72 RCP
<u 2 a N ir1cyi U V L V
PROP NCDOT CB
m
g o 2 N �
STD 840DO2
EL = 778.46'
ami
(788 06')
VC = 40'
mom
ss -106
Q_
a
_
EL = 78520'
LII
to
VC = 20'
VC = 70'
VC = 60'
m
25
YRS
EXIST 24" CIP
Exlsr 5" SIP
TOP 784.20 t
EXIST 4.25' t 1
FT
TOP 782.048.
VCP
t
CFS
OVERTOPPING FREOUENI
CROSSING RR CONDUIT,
-Gy- 19+JJ.59 TOP 785.86 I t
YRS
OVERTOPPING ELEVATION =
INV 785.50
FT
-------------
EXIST 4.
II
--_ - __75'
--------------TOP
UNKNOWN
783. SJ
_-
71•x- -_------
zoo
y AAAA
-FROST
__
Ini ------
--
72*
0
.PAP 72,ACP
12"VCP ------
CROSSING 72
- -
p OgX
ACP-
-G1- 19+68.93 0 /yy
777.47 777.0
INV 778.57
---- ----- l2 X -71
n6sa
2
S
72 RCP
- Il CONC
01,07
DITCH GRADE RT
77587
-Gl- STA 18+8535
ELEV = 789.04
EXIST 12" CIP
[i
f______ f____
BZ t f-
__ __E-------- -- ). u
iC J.-
S '__4cA_
-i4
• PROPOSED COG SPECIAL LATERAL 'V DITCH RETAIN '7 _
__. Cl ISTD NO. 4021 _SfE_ DETAIL 1
---i -- "- �- SHEET T6 '' 15'RCP-III r
-PROP BX 18'WRB r GREENWAnCCESS
r
'-._. Ci PFD FP- di t . ( I 0 r97 „
F 837
F a
iC WI .)Rt H OF �""" X196 Fti 7h
t TI... ; z...z,:d SPECIAL LATERAL
<� , t O , PAN 2' BASE DITCH
SSEEEEEDETTAAIL 3
REMOVE EXIST FALTSE SUMP
NCONSTRUCTION SPECIAL LATERAL BASE DITCH
-Y3- POC Sta. 11+88.35 SEE DETAIL 3 SHEET T7
END VILLINS. & RESURFACING PROP 'r BLACK ORNAMENTAL FENCE
SEE DETAIL 4/L-504
CLASS IIRIP RAP
EMBANKMENT PROTECTION
EST 10 TONS
EST 10 SY
SEE DETAIL 4 CHANNEL IMPROVEMENTS
SHEET T7 CLASS IIRIP RAP
EST 80 TONS
EST 60 5Y GFD
c. -T TAIL 9
Pl = 18+29.00
Pl = 19+96.02
Pl = 23+46.00
EL = 789.40'
EL = 78735'
EL = 778.46'
VC = 20'
09
VC = 40'
PI = 18+08.00
P1= 20+50.00
PI = 24+90,00
EL = 79024'
EL = 78520'
EL = 776.69'
VC = 20'
VC = 70'
VC = 60'
m
25
YRS
BASE HW ELEVATION =
77764
FT
OVERTOPPING DISCHARGE =
PROPOSED GRADE
CFS
OVERTOPPING FREOUENI
NA
PIPE HYDRAULIC DATA
2
STA23+25 -GI-
DESIGN DISCHARGE
FUTURE 15" PCP -IV
DESIGN FREQUENCY
DESIGN DISCHARGE =
09
CFS
DESIGN FREQUENCY =
l0
YRS
DESIGN HW ELEVATION =
77764
FT
BASE DISCHARGE =
09
CFS
BASE FREOUENCY =
25
YRS
BASE HW ELEVATION =
77764
FT
OVERTOPPING DISCHARGE =
NA
CFS
OVERTOPPING FREOUENI
NA
YRS
OVERTOPPING ELEVATION =
NA
FT
N�
SITE
2
2' CONIC SILL IN HALF BARREL)
DESIGN DISCHARGE
NAD $3
DESIGN FREQUENCY
1
REMOVE EXIST TRESTLE AND REGRADE
DESIGN HW ELEVATION
STREAM CHANNELBACKFILL
BASE DISCHARGE
= 504 CFS
B ABANDONED CHANNEL
= 25 YRS
BASE HW ELEVATION
PROP Y ACK ORNAMENTAL
FENCE (SEE DETAIL 41L-504)
= 6219 CFS
SPECIAL LATERAL
'V' DITCH
OVERTOPPING ELEVATION
EE DETAIL I'
-Gl- STA 20+06.09
--
' ELI T6...
RETAIN EXIST
-SYSTEM
ELEV = 786.95
�
\ py
_------------
__-----___
--
--------------------------------
icil
V
7,1 P
----------
ew it ----
az3
-
W
zoo
y AAAA
W
--
IOD
___L
-- --------
-- --- --------PROPOSED
LLJJAI
---- ----- l2 X -71
2
S
- Il CONC
DITCH GRADE RT
F
Ut
t -
8" 11
y
ELEV = 78233
CROS
100
81�
too
_
ILL
MVV 77161
Lr.,TS OF DISTURBAWE J
SHOWN ARE FOR CULVERT
INSTALLATION. OR STREAM
REPAIR AND SHALL ONLY
BE USED FOR IMMEDIATE
WORK TO INSTALL
CULVERT OR MAKE
STREAM REPAIR
.. PRS -I lZxr RCBC V� 2\
W/ zCONC SILL IN SOUTH _. ..
HALF OF CULVERT (BURIED r)
W/ HEADWALL AND
WINGWALLS
CULVERT HYDRAULIC DATA
I a 12'W x 7'H RCBC (BURIED I WITH
2' CONIC SILL IN HALF BARREL)
DESIGN DISCHARGE
= 458 CFS
DESIGN FREQUENCY
= /0 YRS
DESIGN HW ELEVATION
= 7759 FT
BASE DISCHARGE
= 504 CFS
BASE FREOUENCY
= 25 YRS
BASE HW ELEVATION
= 776.4 FT
OVERTOPPING DISCHARGE
= 6219 CFS
OVERTOPPING FREQUENCY
= >I00 YRS
OVERTOPPING ELEVATION
= 777.0 FT
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or distributed
without the express written
permission of the
City of Greensboro.
1oaiLIUST�
f � o
7 4�
BIYORB YOU DIaI
City Ofs
Loc
CW Meter
Soar Tree
NPDES
General Permit
Applies
DISTURBED AREA =
14.0 Acres
GIS DISCLAIMER
objects on this mop O1 .Ith a dotted
Invest le -net sur -,ed, they -
campied by photogrammetrk m thud&
.-noble an the ceayralinc IelvmoUm
eya.n (as) sanware .sed by the
Gly o1 C-sbara.
❑I TIE TO EXIST CURB AND CUTTER
AT EXIST CONIC JOINT
❑2 TIE TO EXIST SIDEWALK
O RETAIN EXIST SIDEWALK
❑4 CROSSWALK WITH STREETPRINT XD
❑5 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© 6'COMC CURB RAMP AND SIDEWALK
07 PLVNC SIDEWALK
® SPECIAL LATERAL Y DrTCH
(SEE DETAIL I/SHEET T71
❑9 REMOVE AND RESET
EXIST GRANITE CURB
® PROPOSED NCDO'T JB W/MH COVER
STLINaB40sI
SEE INTERSECTION DETAIL
SHEET INT2 FOR
ADDITIONAL INFORMATION
SEE SHEET C15 FOR
CROSS PIPE PROFILES
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
This nted herei together with the concept.ser and designs
presented hereto, .s .n instrument 0eervke. is inteneea only
for the spiNMc purpose and client for which it was prepared.
i- r per
Reux of and rcr by r this document without written
omnor:oion and d.plan br Kimley-Worn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
vatvna-D IN THE OTE,CE o;:
■
KIT" ��� Horn RALEIGH. XF-01az
waElch. NoarH cnaounn z76m
`II// 621 FNYETfEVU_E ST.. SUITE 6110
PHONE.I91W677-2000
02016
HEV151UN5 TYPE CONTRACT ONTRACTOR AS -BUILT AUTH, DATE BENCH MARKS JOB NO.P-05645-04/P-05644A-04
BEGIN SPECIAL
DATE OF SURVEY =09/28/2015
ROADWAY DESIGNED BY CMK
Oi
_ _ Jp2/70i
DITCH GRADE RT
ss - Ito WS.ELEVATION
�1
C'' OF C11
BEGIN GRADE
- - - _
-Gl- STA 23+50
AT DATE OF SURVEY = 7697 FT
lE TO
-
ELEV = 77578
-Gl- STA 20+06.09
--
EXISTING GROUND
ELEV = 786.95
_------------
__-----___
--
--------------------------------
7,1 P
----------
ew it ----
(+)050007.
77558
---------------- ----------------
I
-- --------
-- --- --------PROPOSED
239'.
---- ----- l2 X -71
2
BEGIN SPECIAL
- Il CONC
DITCH GRADE RT
lBU
7T - ----
CL
-Gl- STA 2I+25
8" 11
Wo
ELEV = 78233
CROS
_
I
I BEGIN SPECIAL
MVV 77161
DITCH GRADE LT
o2tt
2'CONC SILL
-Gl- STA 24+25
END SPECIAL END SPECIAL
ELEV = 773.07 DITCH PI (LT)
DITCH GRADE RT DITCH GRADE RT
-Gl- STA
-Gl- STA 25+50
CL
ELEV =7777)1JI -Gl- STA 24+10
- ST A 24+19 ELEV = 775BI
ELEV = 773.50
Fl FV = 76R90'
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or distributed
without the express written
permission of the
City of Greensboro.
1oaiLIUST�
f � o
7 4�
BIYORB YOU DIaI
City Ofs
Loc
CW Meter
Soar Tree
NPDES
General Permit
Applies
DISTURBED AREA =
14.0 Acres
GIS DISCLAIMER
objects on this mop O1 .Ith a dotted
Invest le -net sur -,ed, they -
campied by photogrammetrk m thud&
.-noble an the ceayralinc IelvmoUm
eya.n (as) sanware .sed by the
Gly o1 C-sbara.
❑I TIE TO EXIST CURB AND CUTTER
AT EXIST CONIC JOINT
❑2 TIE TO EXIST SIDEWALK
O RETAIN EXIST SIDEWALK
❑4 CROSSWALK WITH STREETPRINT XD
❑5 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© 6'COMC CURB RAMP AND SIDEWALK
07 PLVNC SIDEWALK
® SPECIAL LATERAL Y DrTCH
(SEE DETAIL I/SHEET T71
❑9 REMOVE AND RESET
EXIST GRANITE CURB
® PROPOSED NCDO'T JB W/MH COVER
STLINaB40sI
SEE INTERSECTION DETAIL
SHEET INT2 FOR
ADDITIONAL INFORMATION
SEE SHEET C15 FOR
CROSS PIPE PROFILES
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
This nted herei together with the concept.ser and designs
presented hereto, .s .n instrument 0eervke. is inteneea only
for the spiNMc purpose and client for which it was prepared.
i- r per
Reux of and rcr by r this document without written
omnor:oion and d.plan br Kimley-Worn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
vatvna-D IN THE OTE,CE o;:
■
KIT" ��� Horn RALEIGH. XF-01az
waElch. NoarH cnaounn z76m
`II// 621 FNYETfEVU_E ST.. SUITE 6110
PHONE.I91W677-2000
02016
HEV151UN5 TYPE CONTRACT ONTRACTOR AS -BUILT AUTH, DATE BENCH MARKS JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY DESIGNED BY CMK
SEWER DETAILED BY CMK
DOWNTOWN GREEN WAY PHASE 4 &
A&Y GREENWAY
SHEET N0.
RATER CHECKED BY JWK
�1
C'' OF C11
SIDEWALK 2015-003 SCALE: Raz1: t--3ovERr: t-3'

/J '-L'- JTO. N*OOA/lI
BEGIN MILLING & RESURFACING
..LFqy F > t .',I ..
Ia PF tT
T
C3 1
RETAIN EXIT CI
R _2 � 72' RCP
PROPOSED -COGCr-
'
7570-110; 4021
PROPOSED NCDOT CB
ISTD.NO.84OD021 t
12' RCP -III
t
72'
RCP -III PLUG FILL 2
& ABANDON
54'
RCP -IU
Y r 7
_ ' ❑ 1 IOD - -
�
Cn
c�
5❑ 6
CLASS IIRIP RAP
EMBANKMENT PROTECTION
RETAIN EXIST CI _ _ EST IO TONS
\BVI EST 10 SY
REMOVE TCP rOF IA� MING Wal \\ SEE DETAIL 4 ..
�� SHEET T7 >i--
COLLAR & E RCP TO PROP MH _"MVV BZ Z \
16* RCP -111 BZ 11- CHANNEL IMPR0E
JROPOSED COG MH ISTD 4001. TIE INTO EXIST CLASS IIRIP RAP.
i
Z NTRACTOR FELD VERIFY PIPE LOCATION EST 80 TONS
SPECIAL 0 ED JB N/MH LOVER too EST 4 SY GFD
DR I 0 SEE DETAIL . SEE SHEET TT �-� toD SMEE7577. 8Z 1
N oo LOD'_ too
m W /
._ t r? -T-2 RCP -111 T$ / j - __� °p
I
TB
N
,.
2 �� w� \
_-
RP HANNEL RAOPNPdRD'N C
7 %�/FIT IF,, Il PTI
///// r V------ f _ __bi } __-_ f __ f_ __ f__ f______ f______tr-
,may-' /�. ---- _.----621 `' _-.f---'-
X
r i
too 1.o iC�.�_'orJC- -tax _S "'---Cdr ...-<-_\•
-.SEE IIAA-LTP64AAT1ERAL 'V DITCH RETAIN.
0
Y
PROPOSED COC 1
6 _ GIST .N0. 4021 - -
SHEET IS' RCP -III Try
4
PhOP BX A4CURB FG ENWFUTURE /\
© ° �'" z li F(' CT,'at,vTv ,,'-- i..,,.. REAY ACCESS
2 a N v
,.„
° -- .. o
\
,vriGIN t --- a
EL = 778.46'
PERMIT DRAWING
(788.06')
Y2
PI = 18+08.00
ss -IDB
3
CL.
_
Y, l-.1063
SHEET
6 OF 24
vc = 20'VC
= 70'
vc = 60
_
_ P P
YRS
EXIST 24- CIP
Exisr 5' cIP
TOP 784-20
FT
-
8 • VCP EXIST 4.25' I
_ F l F
- [
®
-`
DENOTES PERMANENT IMPACTS I UREA . E
I"''' '- "� ---
•_
OJ-. zdt RfvF. i0"+
r nE i a Ci.
•. v , t .��•�::: ,ra
SPECIAL LATERAL -
ElADSDITCH
3
INV 785.50
WATER WITH LOSS OF WATER
�`.
-PROPOSED-'COG
SSpEFEFDETrASIL
®DENOTES
TEMPORARY IMPACTS n '
IN SURFACE WATER - _ \
., tt
.\ -
CI (ST0. 40iZ
-4- RCP
N N TR TIN
-Y3- POC Sta. 11+88.35
END MILLI & RESURFACING
REMOVE EXIST FALSE SUMP
SPECIAL LATERAL BASE DITCH
SEE DETAIL 3 SHEET T7
PROP FBIACK ORNAMENTAL FENCE
--- WP ___
V)
DENOTES PERMANENT IMPACTS IN ACE--
PROBED COG �IISTD NO 4021
24•RCP�Iu
_
SEE DETAIL 4/L-504
®
SUR
WATER WITHOUT LOSS OF WATER
u_
;3
,"(,.
CLASS IIRIP RAP
EMBANKMENT PROTECTION
`---------------------------------
DENOTES LIMITS OF
7
REM VE EXIST t GI
P-
I
EST 10 TONS
EST 10 $Y
-COD
DISTURBED AREA
i
€ „ .,..� r, ..
1
------
-
SEE DETAIL 4 CHANNEL IMPROVEMENTS
SHEET T7 CLASS IIRIP AP
PROPOSED
I
I
EST 8.0 TONS
LAWSON A. DUHAN
24' RCP -III j
t
I
ST 0
SEE DETAIL 9 D
PROPOSED
and
COG tq ISTD. N�. 4021
SHEET T7
(BUR/ED 7- - - - _
SARA J. DUHAM
T2' RCP -III
€
W
-G/- STA 21+25
DB 3258, PG 888
-
Bw vCP
GPN OD01664PROPOSED
NCDOT TCB
CROSSING
705 W. MCGEE ST. ____(STD.
140. 840002)1
2 a N v
PROP NCDOT CB
Pi = 23+46.00
to 8 4 2 N �'7
tW.
STD 64ODO2 U
EL = 778.46'
am� ��8�
(788.06')
era;
PI = 18+08.00
ss -IDB
Q� LLA
CL.
_
Y, l-.1063
EL = 78520'
t5 t4
'I
o W
vc = 20'VC
= 70'
vc = 60
w
25
YRS
EXIST 24- CIP
Exisr 5' cIP
TOP 784-20
FT
TOP 782.04
8 • VCP EXIST 4.25' I
CFS
OVERTOPPING FREOUENCY=
CROSSING RR CONDUIT t
YRS
OVERTOPPING ELEVATION =
-G/- 19+33.59 TOP 785.86:I
'
H
INV 785.50
----------
EXI5T 4.75'
- - _ - _
-
-----
-----------
UNKNOWN PIP i
- _118
_____
_ TOP 783.5J
12. '-------1,
-'
--- WP ___
V)
oZp P 72 -RCP
4r
12• VCP ---------
CROSSING
_
08i LL
-Of- 19+68.93 a L$
2
777.47 777 u
INV 778.57
n6SO
`---------------------------------
C2 OF C11
72' RCP
3,g�
I
o lax
ISCALE, KOz1: I--3o'vERr: 1-3
775a7
STA 18+85.35
= 789.04
j PI = 18+29.00
P/ = 19+96,02
Pi = 23+46.00
EL = 789.40'
EL = 78735'
EL = 778.46'
VC = 20'
09
VC = 40'
PI = 18+08.00
Pl = 20+50.00
PI = 24+90.00
EL = 79024'
EL = 78520'
EL = 776.69'
vc = 20'VC
= 70'
vc = 60
w
25
YRS
BASE HW ELEVATION =
PROPOSED GRADE
FT
OVERTOPPING DISCHARGE =
NA
PIPE HYDRAULIC DATA
/a 10W x 7'H RCBC (BURIED r WITH
STA23+25 -71-
DESIGN DISCHARGE
FUTURE 15'RCP-IV
DESIGN FREOUENCY
DESIGN DISCHARGE =
09
CFS
DESIGN FREOUENCY =
l0
YRS
DESIGN HW ELEVATION =
777-64
FT
BASE DISCHARGE =
09
CFS
BASE FREOUENCY =
25
YRS
BASE HW ELEVATION =
777-64
FT
OVERTOPPING DISCHARGE =
NA
CFS
OVERTOPPING FREOUENCY=
NA
YRS
OVERTOPPING ELEVATION =
NA
FT
SITE 2
/a 10W x 7'H RCBC (BURIED r WITH
NAD ,$3
DESIGN DISCHARGE
REMOVE EXIST TRESTLE AND REGRADE �/V/
STREAM CHANNELBACKFILL
DESIGN FREOUENCY
ABANDONED CHANNEL.
DESIGN HW ELEVATION
PROP r&ACK ORNAMENTAL FENCE (SEE DETAIL 4/L-504)
BASE DISCHARGE
= 504 CFS
AL LATERAL 'V' DITCH
r,
= 25 YRS
::��EYDETAIL
T6 `:. - RETAIN EXIST
OVERTOPPING DISCHARGE
= 6219 CFS
OVERTOPPING FREOUENCY
;SYSTEM
OVERTOPPING ELEVATION
= 777.0 FT
- -
ELEV = 77578
U
BZ 2�
wroO
W
\
2
too
Reuse of and improper reronce m mh d«,trent without written
In
>: --
H
GROUND
ELEV = 78695
Lj
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
- _118
---- ----
----------------
--'__--
----------------'__
PHONE: [phone]
V)
YL -
------
_ EXIST 12•VCp-__-----'
...
LOD
✓
2
Do
J
17SYSTEM _BI
LIMITS OF DISTURBANCE - , ,- PROP /a l2'x7 RCBC Z\
SHOWN ARE FOR CULVERT: W/ 2`CONC SILL IN SOUR
INSTALLATION OR STREAM HALF OF CULVERT (BURIED r) - -
REPAIR AND SHALL ONLY W/ HEAOWALL AND
BE USED FOR IMMEDIATE WINGVALLS
WORK TO INSTALL
CULVERT OR MAKE
STREAM REPAIR
CULVERT HYDRAULIC DATA
/a 10W x 7'H RCBC (BURIED r WITH
2'CONC SILL IN HALF BARREL)
DESIGN DISCHARGE
= 458 CFS
DESIGN FREOUENCY
= 10 YRS
DESIGN HW ELEVATION
= 7759 FT
BASE DISCHARGE
= 504 CFS
BASE FREOUENCY
= 25 YRS
BASE HW ELEVATION
= 776.4 FT
OVERTOPPING DISCHARGE
= 6219 CFS
OVERTOPPING FREOUENCY
= )l00 YRS
OVERTOPPING ELEVATION
= 777.0 FT
10i
PREPARED IN THE CrrIeE OF:
BEGIN SPECIAL
TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB No.P-05645-04/P-05644A-04
DATE OF SURVEY = 09/28/20/5
CITY OF GREENSBORO
presented here;,, as a, instrument of service, is intended only
DITCH GRADE RT
ss-Iio
WS.ELEVATION
BEGIN GRADE
-GI- STA 23+50
ENGINEERING DIVISION
AT DATE OF SURVEY = 7697 FT
for the ,pecilk proper and anent for which Hera, prepared.
TIE TO U AMP
- -
ELEV = 77578
"° tie°E",E�o,az
-Gl- STA 20+06.09EXISTING
_
Reuse of and improper reronce m mh d«,trent without written
Ki m
ey >>>
H
GROUND
ELEV = 78695
DETAILED BY CMK
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
aathar¢dtia, and od.pt;o b Kiml Horn and Associates, I,c.
Y Cy-
---- ----
----------------
--'__--
----------------'__
PHONE: [phone]
-----------
-- - - - - -
02.� P
------
_ EXIST 12•VCp-__-----'
Copyright Kimley-Horn Ond Associates, Inc., 2018
©sass
I
; (+)0I 0my
77558
`---------------------------------
C2 OF C11
3,g�
I
I ; _-JOB/%
ISCALE, KOz1: I--3o'vERr: 1-3
------------
------
-
------
PROPOSED
I
I 1
BEGIN SPECIAL
l2 X 7' RCBG _ _ 1 _
W/- 2 CONC SILO
I
i
DITCH GRADE RT
(BUR/ED 7- - - - _
W
-G/- STA 21+25
Bw vCP
o
ELEV = 78233
CROSSING
I
1 BEGIN SPECIAL
- 1- 4 4
INV 772.61
DITCH GRADE LT
ortt
2'CONC SILL
'GI- STA 24+25
END SPECIAL
END SPEC/AL
ELEV= 773.07 DITCH PI (LT)
DITCH GRADE RT
-GI- STA 23+15
DITCH GRADE RT
CL RCBC -Gl- STA 25+50
ELEV =77731
Gl- STA 24+10
A 24+19 ELEV = 775B1
ELEV = 77350
FI FV = 7 R SrY
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Not to be copied or distributed
without the express written
permission of the
City of Greensboro.
W ruse
�t�'���1U
re^
4 0
Y
11&ORB YOU DIG)
COG Wittier
mor Tree
NPDES
General Permit
Applies
DISTURBED AREA =
14.0 Acres
GIS DISCLAIMER
abject, o, this mop aha.m with o dotted
rnestyle .are at ex,ey id. theywere
er
cnp4ed rom
by ph,NcgmeVlc my trod&
a I,W, an the Geographic leiarmadon
sy,te, (Gs) "IteAee ,sed by the
City at Geerst, o
❑I TIE TO EXIST CURB AND GUTTER
AT EXIST CONC JOINT
® TIE TO EXIST SIDEWALK
❑J RETAIN EXIST 51DEWALK
Q CROSSWALK WITH STREETPRINT XD
❑5 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© ECONC CURB RAMP AND SIDEWALK
❑7 4-CONC SIDEWALK
Q SPECIAL LATERAL V DITCH
ISEE DETAIL I/SHEET T71
❑9 REMOVE AND RESET
EXIST GRANITE CURB
® PROPOSED NCDOT JB W/MH COVER
STD.N0.840J1
SEE INTERSECTION DETAIL
SHEET III FOR
ADDITIONAL INFORMATION
SEE SHEET C15 FOR
CROSS PIPE PROFILES
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
This d«ame,l, together with the concepts and design,
PREPARED IN THE CrrIeE OF:
REVISIONS
TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB No.P-05645-04/P-05644A-04
CITY OF GREENSBORO
presented here;,, as a, instrument of service, is intended only
■
ROADWAY
DESIGNED BY CMK
ENGINEERING DIVISION
for the ,pecilk proper and anent for which Hera, prepared.
"° tie°E",E�o,az
Reuse of and improper reronce m mh d«,trent without written
Ki m
ey >>>
H
azo, EnreTrEvnte sT., sures sro
E1GH'NORT1 °LN""B01
o r n
SEWER
DETAILED BY CMK
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
aathar¢dtia, and od.pt;o b Kiml Horn and Associates, I,c.
Y Cy-
PHONE: [phone]
NATER
CHECKED BY JWM
Copyright Kimley-Horn Ond Associates, Inc., 2018
©sass
2015-003
A&Y GREENWAY
C2 OF C11
IsIDEwALK 1 1 1
ISCALE, KOz1: I--3o'vERr: 1-3

PROPOSED COG
"s
"< F -E". I'4{:
CONTRACT SHEET
15' RCP -01 DI (STD. NO. 435
BUILDING GRATE 4341
,y _;=tti L i't C L.
67 ^ yLATKc�T -
PROPOSED COG
CI /STD. N0. 4021
OF
p
EXIST CURB Ig' RCP -III
4' PIPE PROPQ$ED COGAc&
SHOULDE Df (STD NO 435
DO 6003, P. -'�'?6
'S 174 PG }kO
Q P4'�. C 51
PROPOSED COG
DI<STD. N0. 435
CRATE 4341
IS' RCP -III
PR OSED COG
-Y4` HVA'E
(SE $j,4
N,qQ 8
3
6RAT nv341P �-i " - \V UMINUM 14}ly7. N0. 435 JI, f Bt0 ,�/ SENSITIVE INFORMATION
DRAIN DRAT 4341 6 ���VVV R•yE v SH 2 �/'
`5 RETAIN EXIST CURB I P -1W '.. W/ELBOWS GR 434E C7// MILLS RESURFACE N t copied or
P-■-- sun • z - - .. „ _ ;' = R ENHANCEMENT pROPOSEDLCOC 11 IEl� MILLING Br RESURFACING without the express writben tl
e EE
„y
- _ ---__ �- - -o. _ _ NiEa NO.I �-VEGETATED RAILROAD TRACKS -
- - __- v PROPOSED COG MR - = l PHASE 3- DI ISTD. NO. 435 SE£ LANDSCAPE PLANS -Y4- PC S10. /9+26.50
J
v- _TYPE -'ISTD._.N0.-40dI .f' g _ ....-._-_ -6 a ECQRA[iT3911L 'V' DITCH ! Q permission of the
7 T fNHMCEM,EN"" _ - - - -'- .-.IS' CNP W/ELBOWS
- ❑ •-- .. -- "'" + E DETAIL) p�-.�fiiy TCity of Greensboro.
oo �"" - AREA 21 LS _" `pp��ATYPET T6 6�PWOP,,Rq COG 4 / P 28'ORNEWAYPHASE 2 WALLS (NRETAINING DI (STD.`N0,435 o 7TO EXf5T1K tt L A. �lL
N ,WALLS)ti 4341 '^ ..,: ❑ .00.848.0.7 . O LOD" _t "'_"'V Y ° too
`oo too4U------e-__ PG 05;5 o fo
- M'"Y� PROPB4 l8'WRB .'^`",. ss '. x,. L� OP DAUB:CO 'vE I, P''v
r
____ __/__ {~___G r p ❑ G t ____c ���YOUOIGIY
44� ,© a
4
y
2 _ TYP N
8
R.N.:7
tD p __F - f-_______t_IS' RCP -III oO 3-2o33
r PECIAL LATERA 'V' DITCH Z '-f -----f --- - ------f--- f______p__,5DBCWIUu1 --___fRq5K;NAC 7 32606
24•RCP-13 - -p-- 4' 3 -zee,
'F---- --F -' ----' -- -f------f---- NET - ,/ J ty ) III 3-5055
IB'RCP-31Rj g 9 1 j1.�r'� e3-2569
2,rCONC DRIVEWAY
(TIE TO EXIST)
STLLN0.848D3 N
j PROP DETECTABLE j0 N P D E S
SEE DETAIL IT, SHEET T8 ii(("" T❑ WARN/AG SURFACE
IB °
'RCP -01 - General Permit
Ci eoD O - ,' ( , / 2 REMOVE 12' RCP AND CI �" 2
PROPOSED COG I-,- PROPOSED COG
>o too t_ ooD. N0. 4001 LOP (STD. N0. 4021 .3
DI (STD. N0. 4751 v Applies
'on too too 55...-- zT�... - - PROP 6' % 12' CURBA. IF Q
-- --'BARED END SECTION W/ 3, t�- j f
ENHAACEMENT AREA ND l ... SEE�LANDSCAPE PLANS) CLASS EMBANK REP?RAP PROTECTION "" ' - -'r'6y / y ° J
PHASE I `"- .---"" EST 35 TONS 'a° / REMOVE 6 REP CE 18'RCP III , th-= DISTURBED AREA =
"-- EST 40 SY CFD / -PROPOSED C
w"
OUTLET SEE DETAIL 4 SHEET T7 CI (STD. NO. 2) 4.0 Acres
CONTRACTOR, TO`RETAIN/NG LEVEL SPREADER 'a o° PuaDING
�E�RDRAIIV SYSTEMS IN 32 LF - CONC PAVED DITCH
MENT AREA NOJ OJi510E ELEV (TOP EDGE) = 770.7 / ,n
"a OF PEDESTRIAN WALKWAYS (TIE BOTTOM ELEV = 669.0too ``
EST 2 TONS •57 STONE Y ., GIS DISCLAIMER
DRAINS TO PROPOSED DRAINAGE
SEE DETAIL IS SHEET TB Objects the ne, shoed with a dotted
'- .. STRUCTURES WHEN APPLICABLE) OPEN END PIPE OUTLET / ry 2/ Inst m t sura the
OUTSIDE OF EXISTING HEADW'A�--- B --;; �, RETAIN EXIST y.a y were
INTO CLASS IRIP RAP AS 2 7 O RCBC canpled ey ph°t°prammevic matnoes.
PLUy,C/�J POOL EMBANKMENT PROTECTION N awladw m she Gw°grapnie Int«morias
EST'd 'ONO CL 'A' RIP RAP EST 4 TONS -- o " " ^ _ „ to
EST 2 TONS •57 STONE EST 10 SY GFD \ o I syst.n City(GSf C sen used by the
PERMIT DRAWING EST Iz sr FF BZ 2 2 etiti City d c.«n.e«a.
TOP ELEV770.0
V z
SHEET 7 OF Z4 SEE TDOETAILE16 SHEETOTS
rGn2 -Gl- STA 3/+25 ��p l8'RCP o �
ELEV =77/70 a o5X r6s76 ° o5x
®DENOTES PERMANENT IMPACTS IN SURFACE w ~r te - �- C OAR ,- F 2 SIGNAL MOD/FCATA)N
WATER WITH LOSS OF WATER (SEE SIGNAL PLANS)
® TYPE 2A auitowc -
DENOTES TEMPORARY IMPACTS �
IN SURFACE WATER a RETAIN EXIST TYPE 2A.
" - SYSTEM 22f� �2
®DENOTES PERMANENT IMPACTS IN SURFACE FE l -ON W
WATER WITHOUT LOSS OF WATER
DENOTES LIMITS OF TYPE 2A H
-LOD- DISTURBED AREA -- '
�� ' `^ s'Pr... TYPE 2A
SIT 4
1 IJ
PI = 26+1Om PI = 27+00.00 PI zz 29+OO.0O - ❑2
EL = 77729' EL = 776DT EL as 775.47 END CONSTRUCTION
VC = 60' VC - 40' VC = 30' -Y4- POC StD.22+69.00
END MILLING 8 RfSURFM/NG EX/37
2
0316 0315 031 END GRADE PI = 35+44.00
1, EL = 774.66'
o ) = 03o CURB RAMP VC = 20'
-GI- STA 32+90.75 BEGIN GRADE
ELEV = 77528 / l UI'
,8 to v a 03o 6 CURB RAMP
v _ 030 -G2- STA 35+2750
oOQ' OOH vSPECIAL U� ELEV = 775.07
ti o 'i DITCH GRADE LT v ` _ 030 _
� V SS -1121 � � - ELEV 772.48 8 � Q �' 25 EL =773.40
-Gl- STA 30+50PI - 35+74DO
r-1/ 556% EL as 773-9 00 0301 Qo v VC = 40
VC = 50 or C o PROPOSED GRADE
_ _ _ - - - - - - - - EXISTING GROUND vl� a
-- - - - - - - - --
-
t+112571%- Ag,
- - - - - - - - - - - - - - - - . - - - IA
_ _ - - - • - f-d�3000% _ _
(-X1.6844% t+10,6557% _.
PROPOSED GRADE _--_ --- ---" Ex/sr )z -
'S' RCP
---­---------------- • -' - (+) TELE CONDUIT 'I
77205 TOP 770.21
END SPECIAL ENO SPEC/AL
DITCH GRADE LT mvz
-Gl- STA 26+50 DITCH GRADE LT
IS r,�•p -Gl- STA 32+90 EXIST zD'
ELEV =775.00 >'� ° ui ELEV =77370 L
TOP 770.SJ
DITCH PI (LT)
EX/STING
GROUND
BEGIN SPECIAL
DITCH GRADE LT
-G2- STA 35+35
ELEV = 77350
❑l TIE TO EXIST CURB AND GUTTER
AT EXIST COW JOINT
® TIE TO EXIST SIDEWALK
❑J RETAIN EXIST SIDEWALK
❑4 CROSSWALK WITH STREETPRNT XD
Q PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© 6'CO1W CURB RAMP AND SIDEWALK
❑7 r C01VC SIDEWALK
❑ (ESPECIAL LATERAL
DETAIL
E /SHEET TT)
❑9 PROPOSED CONCRETE PAD
ISEE LANDSCAPE PLANS)
SEE INTERSECTION DETAIL
SHEET INT3 FOR
ADDITIONAL INFORMATION
SEE SHEET C16 FOR
CROSS PIPE PROFILES
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
r
This document, together with the concepts and
PREPARED IN THE OFFICE OF: REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO -P -05645 -04/P -05544A-04 CITY OF GREENSBORO
presented herein, as an instrument of service, idesigns s intended only ■ ROADWAY DESIGNED BY CMK ENGINEERING DIVISION
for the f and is purpose and client for which it woe hoot i Of
m ley >>> H o r n t,cEEs,��,�
ILLS ST., SU"EeW
Reuse of antl improper reliance m lhia document without written NORTH CARouNA STwt SEWER DETAILED BY CNK SHEET N0.
.:use
and ado Kiml Horn and Associates, Inc. vts)en-'o00 DOWNTOWN GREENWAY PHASE 4 &
ai°" °Y_ NATER CHECKED BY JWN A&Y GREENWAY C3 of C1 1
Copyright Kimley-HOrn and Associates, Inc., 201E SIDEWALK 2015-003 A tall: 1-•3o'VEFIT: 10•3-
EX/STING
GROUND
BEGIN SPECIAL
DITCH GRADE LT
-G2- STA 35+35
ELEV = 77350
❑l TIE TO EXIST CURB AND GUTTER
AT EXIST COW JOINT
® TIE TO EXIST SIDEWALK
❑J RETAIN EXIST SIDEWALK
❑4 CROSSWALK WITH STREETPRNT XD
Q PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© 6'CO1W CURB RAMP AND SIDEWALK
❑7 r C01VC SIDEWALK
❑ (ESPECIAL LATERAL
DETAIL
E /SHEET TT)
❑9 PROPOSED CONCRETE PAD
ISEE LANDSCAPE PLANS)
SEE INTERSECTION DETAIL
SHEET INT3 FOR
ADDITIONAL INFORMATION
SEE SHEET C16 FOR
CROSS PIPE PROFILES
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
r
This document, together with the concepts and
PREPARED IN THE OFFICE OF: REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO -P -05645 -04/P -05544A-04 CITY OF GREENSBORO
presented herein, as an instrument of service, idesigns s intended only ■ ROADWAY DESIGNED BY CMK ENGINEERING DIVISION
for the f and is purpose and client for which it woe hoot i Of
m ley >>> H o r n t,cEEs,��,�
ILLS ST., SU"EeW
Reuse of antl improper reliance m lhia document without written NORTH CARouNA STwt SEWER DETAILED BY CNK SHEET N0.
.:use
and ado Kiml Horn and Associates, Inc. vts)en-'o00 DOWNTOWN GREENWAY PHASE 4 &
ai°" °Y_ NATER CHECKED BY JWN A&Y GREENWAY C3 of C1 1
Copyright Kimley-HOrn and Associates, Inc., 201E SIDEWALK 2015-003 A tall: 1-•3o'VEFIT: 10•3-

N
m
a
PROPOSED COG 'J• *J-
15' RCP -III 0 (STD. NO. 435 1 ,q R'", -h Pe, Rt, i 1 .E+T. E7JC. t ,_ _ ! !! ! CONTRACT SHEET
`. .. BUILDING GRATE 4341 B1 ah ARKK_T ST,
< - _ a "0SED IST � 1 ! !! ! OF
E' EXISTNCURB 18' RCP -111- CB Cr q PC CAD3ie911CPROPOSED COG - - _ _. - 15'RCR•II1
DI (STD. NO. 435 - C/y
PROPOSED COG Of 4' PIPE PROPQ5ED COG soa£rr B 74PC 4Fg CRATE 4341 gp Op(�r �y.! r -Y4' ST
"`- SHOULDER DItSTp.N0. OG ° PH' t.51 _ '\VV"r SEE A /By
(STD. N0. 435 DRAIN GRATE 434) 18'CORR.ALUMNUN-' 43s _ _ ! J SyE 70 IN RESURFACING SENSITIVE INFORMATION
DRAT J4)- _ _ Is
-NY W/ELBOWS GR 4341- ET `+ 1Vll to be
RETAIN EXIST CURB ILL M'D /+ESURFME copied or distributed
�_, -""' ENHANCEMENT = _ .._ _ j/rt; Ul/2 DE/�
_ G &without the express written
„;... A NO,1 ROPOSED CO' VEGETATED RAILROAD TRACKS
-�
PROPOSED COC MH ...ARE F
�_""--- TYPE - F ""'l _ PHASE 3 ..AA E LANDS PL 5 - y,.,, -Y4-MPC SID. 19+26-50 h permission of the
-c57o. Iva 4001 _ - _ r �' _ 73' 1 J ❑
o .
DI (STD. N
/ ,m. s ,� ECIOBA[6T1I8ML 'V'DITC SE a,'!ELBOrIS� QS. 7:-.
-- 7❑ ENHANCEMENTS f. -` - _n.� ,. E DET AIL'1-fi;: '�� Ir, ❑ N£wN, City of Greensboro.
LOO , AREA No.l - RETAINING r 7 _ -- - „SET re g� � � - - t - J 2 EE
"""-'--� PHASE 2 .. TO EXIST
WAUS CP IIIRETAINING y' b .. 7 `� ?5'f,il.N0.840AJ )
- _
- ' - _- - L W'4LL LOD Loo ._— oo Loo ;oD C _ t m ❑ �uwsr
S r-
O LOD O IOD too J _ 4 V LOD Ute U 'Olfn4-
C f.
T'-. I 6 OPOSED'COG II -
6%, IrCURB u J Dino: W b
_LLJ
(r1 d� - !. -�" PROP SAN CUT LIMIT 6 U _
B -� --- -". --<-- _.r_=__ - - __C ------- -. .4❑ a ®. BBBOMYla YOUDcrsrLi9t
Y
CUNTA� CI
-
S
__778z71—
_ _BG I,- _ - _ - _ _ _ - -,— : - � 15 RC Itl_� City a round
-4 --_ \ ---- 06 nests
N/• _F._,_._ -� / 1)Z/-++.-+S� u.-�S( LOD y- cm Ketar I 73-2033
- f- - - - _ CML -LATERA -rv/' ! 1. , c- _ - - to MOT Trae n-2soG
f______f __,_ ,p_____ f______ (.. 7 . r 5
f___-_ f" t F f.. SKiNAL A - ❑ ❑ 1'T
h _ _ _ -R-pp
-'F __ -F-- - _ /Z' _ -----f- - f- RC -f -:Jsi 1 ' Ionil COG a*1rr vi -sass
\ 7� ' ..,. / q ,✓�<'� - IS RCP -111 Ln MOT sc 73 -MISS
:! 1 I' 'tJl ITt�EXIST)
DRIVEWAY
/ r -; '' „L,. ✓ - 0 = STD.ND-B460J - N
! !
PROP DETEcrneL£ N P D E S
B
J/1,0,f-l' . r, �L. „ _ / . -, SEE DETAIL IT. SHEET TB ` i ❑ WARNING SURFACE
18'R1P-III REMOVE 12'RCP AND CI 2 General Permit
R E _ PROPOSED COE Applies
LOSTD.to Loo — Zj ._- _. /!/,�!� r r!
PROPOSED
D. NO.`4021 J Ili IB' P-111 ` IDI (SED. Np. 435) (Z,) �Yf IIeS
too LOD ..:FLARED END SECTION W/ .. „� i / ,! / r !� ` ; ' 3' t-- ( .- PROP' X. 12' C,LIRB i
ENHANCEMENT AREA NO. l - EMBANKMENT PROTECTION _ } ''-'!fir ! ! r r r /�t/ 56.5• / _,- J 1 i
ENHANCEMENT AREA NO.I (SEE LANDSCAPE PLAN$) CLASS IRIP-RAP ��� /�` 7 i REIiOVE &'REP LEE IB'gCP-111 DISTURBED AREA =
PHASE I --" EST 35 TONS` <oo f,/ ! / �! r / �, -
EST 40 SY CFD / /' // / i / , PROPOSED
SEE DETAIL 4 SHEET T7 -- !/ / / '' �� =' S 14.0 Acres
' ¢ BUT
, TDt NO. 2y
i CONTRALTO Ta RETAINING LEVEL SPREADER 1oD /! /',: /!!j /�j ✓/ o� dulLdlNg ._
W RORAIN SYSTEMS IN 32 LF - CONC PAVED DITCH
HANCEMENT AREA NOJOUTSIDE ELEV (TOP EDI 770.3
OF PEDESTRIAN WALKWAYS (TIE BOTTOM ELEV = 669.0 IOD I
DRAINS TO PROPOSED DRAINAGE EST 2 TONS •57 STONE �� GIS DISCLAIMER
SEE DETAIL 15 SHEET T8
STRUCTURES WHEN APPLICABLE) OPEN END PIPE OUTLET --�'- -� 2/ " '�ry=,.. abject+ on this map anon with a dotted
rY linestyla «we not sulwyed. they were
-__- OUTSIDE OF EXISTING HEADWAY _ 82. ! -- 0b RETAIN EX16b
INTO CLASS IRIP--RAP AS 7 ;RCBC �4' anpaed by onotoaammavic metneds,
FLU y�G9J POOL EMBANKMENT PROTECTION __ _ - �! J d owaoMe on ma Gao9ropnic Inlormo0an
�"--- EST'R TONS CL 'A'RIP RAP EST 4 TONS ,' -.N� + ti ys (GIS) III used r e
EST 2 TONS •5T STONE EST 10 SY GFD ; ,,
B22 0,�1 -..�.� twn cityofcI«nworo. b m
PERMIT DRAWING EST E SY FF =_
.� �- ..----�._ TOP ELEV= 770.0 3 1.- -. _. - - 2
BOTTOM ELEV = 768.0COUNT"j S
SHEET 8 OF 24 ^ SEE DETAIL 16 SHEET TB L i N X 6 D GUTTER
t � ILL t3Uti
DENOTES PERMANENT IMPACTS IN SURFACE - SIGNS MODIFICATION ` r - ❑ A7 EXIST' CONC JOINTTO EXIST CURB AM
TE
(SEE SIGNAL PLANS- "
WATER WITH LOSS OF WATER �._ C- r% 2
1 li J � y ❑2 TIE TO £X157 SIDEWALK
PE 2A 2 ,. '' ,` BUILDING ❑3 RETAIN EXIST SIDEWALK
®DENOTES TEMPORARY IMPACTS Jnr`\ 0 CROSSWALK WITH STREETPRINT XD
IN SURFACE WATER RETAIN EXIST TYPE 2a S PAVEMENT PATCH (SEE DETAIL
STS TEM'z ❑ SHEET T5)
®DENOTES PERMANENT IMPACTS IN SURFACE Lv © 6-CONC CURB RAMP AND SIDEWALK
WATER WITHOUT LOSS OF WATER _ ❑i 4•CONC SIDEWALK
DENOTES LIMITS OF TYPE 2A %i x- ® SPECIAL LATERAL V'DITCH
—COD— DISTURBED AREAM1 W (SEE DETAIL I/SHEET T7)
n,�
SITE ;-,4-_ O PROPOSED CONCRETE PAD
_ S7' (SEE LANDSCAPE PLANS)
PJ = 26+1090 PI = 27+00.00 PI = 29+00.00 ❑2
EL = 77729' EL = 776.07' EL = 775.47' END CONSTRUCTION z❑
VC = 60' VC = 40' VC = 30' -Y4- POC SIG. 22+69 r
END MILLING & RESURFACING
2
0316 0315 031a END GRADE P1= 35+44.00
IL I U III EL = 774.66'
o RAMP VC 20'
030 CGRB STA 32+90,75 BEGIN GRADE
_ 030 ELEV = 77528 TIE TO PROP
v a G CURB RAMP
_ a 030 -G2- STA 35+2750
� C) a- c) � Ln o a DITCH GRADE LT ECFV = 77507
�Ln n� 55-112 �vh` -Gl- STA 30+50 ooc PI 030
Ln EL = 5+74,
ELEV = 772.48 O cL o ti
oov� PI= 31+25.00 o30 DPW �VC = 40'
Q. L VC =77393' O �^� o o PROPOSED GRADE
_ r VC - EXISTING GROUND vl� CL
T
_ (+112571% - v~i 7'J2?&'B%
SEE INTERSECTION DETAIL
_-_-------_--_ _ �� SHEET lNT3FOR
ADDITIONAL INFORMATION
(-)03000%
(-308/% ---------------------
- �• SEE SHEET C16 FOR
(-)718447 (+)0.6557% - CROSS PIPE PROFILES
-PROPOSED GRADE (-J / Exlsr I2'
s04% _ . _ - - - - TELE colvouIT
reds -.._.._.._. (+1121% roP77o.z4 (G ei
END SPECIAL I5'7�P END SPECIAL EXISTING
DITCH GRADE LT nm2 ° IAS GROUND
-GI- STA 26+50 DITCH GRADE LT PRELIMINARY DESIGN
ELEV =77560 7 2 o I P ELEV 577370 EXIST
cavoulr BEGIN SPECIAL
DITCH GRADE LT DO NOT USE FOR
TOP 770.53 -G2- STA 35+35 CONSTRUCTION
DITCH P1 QT) ELEV = 77350
76772 -Gl- STA 31+25IS'RCP is,
ELEV = 77170 10 ap X 76&36 ° 05X ° %---
Th.'shere, together a, with the concepts and designs in
This presented only
pr<aent<d nar<in, as an inabament of serwic<, is intended
for the TO ; Purpose and client for which it was prepared.
without .Inter
Reused ono improper reliance ml this r, and
outhorizolion and otloption by Kenley -Horn ontl Assodoles, Inc
Copyright Kjmley-Horn and Associates, Inc., 2018
f'-ABED IN TwE OFFICE O�:
■
21 FAYETTEVI1.E ST., SURE Gra
BnBGHN« BURo w zem
KimIle Horn N`LKENNot—CA
PHONE: tatalen-toad
©zo+e
HLV1b1UN5 TYPE L:UNIHAUI ONTRACTOR AS-tlU1Ll AUIH. LiAlt UtINLH MAHKb JUD NO -P -05645 -04/P -05644A-04
RpgpNAy DESIGNED By eMK
LI I T Vr uFf LL IN Jt3 u
ENGINEERING DIVISION
SEVER DETAILED BY CMK
DOWNTOWN GREEN WAY PHASE 4 &
A&Y GREENWAY
SHEET NO.
MATER CHECKED BY JNM
C3 OF C11
2015-003
SIDEWALK SCALE: 110ZI: ]'•30'9ERi: f'•3'

ID
CONTRACT SHEET
M
OFA7-CHUNE
—
LOD _
' rORFOCKA FFHERJ
-:>c�..I
a.^s z
RIFNL
STq J3 /SE
E SHEET
gZ 2
A 0 8SENSITIVE
INFORMATION
N
:;;>., ,.w1L,x
-- 15•RCP-10
-"--_ " '•• SPECIAL BERM DITCH
t_1'f }� s -
-: ¢ -
C//J
,
o
o
Not to be C opied or distributed
DETAIL 6
~'
E..
'-// L' m yr,
o
,
BZ 1
without the express written
the
e-„�,.,�•,. „, --,.,, .R ,.�
.e._ .__._ .. _ ._ _._�f ,y K,:� J
I
r PROP'rg�K ORNAMENTAL Z 1
Permission of
PROPOSED COC
;,; '
' (ll DETAIL 4/L-5
City of Greensboro.
I t( HARDA LA E. Of (STD. NO. 435
"'” '
1 o PPOPOSEDiT D ENO .
lus7
�N
f+ NAI T. GRATE 434) (tb IT RCP-AI N
i N ;t r Q INV OUT - T6ik0• 'Cie 7 7
' e1
. , If,' w/CEEL OWSUMINUM
L'F 4. 3
o:
`�
` /)�
SIT=-Y 4 ry ''
0.h
' C5 ANNEL IM
"` .11,8 AP /
, CL SS
,� E '681- ONS /
F 30,SY,- GFD
,,
..
j
!.�[f h ^. E_ CUN[,Alfr ,, €Rt'.,
-
dt,LoTY
Y {
3 GRADE TO DRAIN
; f `: °
'
, SEE DETAIL II oox
-<<
J+. ! Lk,€iL IJA t:FJk�.T€ON
A
r
CONTRACTOR TO REPAIR AND STABILIZE
SLOPE FAILURE AREA BELOW BUILDING
- ,
TOE PROTECTION Ff O
25 TONS CLASS 'B' RIP AP , L
goo SHEET' T7
��� po,
Go,
UI i I FLI2L AVE
RETAjp _, -ap 0003914
`'
ROOF DRAINS AND UTILIZE FLEXIBLE
' ROOF
*
60 SY (qFD -- - i
' '
.01
" 008 2 . G1072
�(
YOUDIGI
CORRUGATED 6" PIPE TO EXTEND
DRAINS INTO PROPOSED DITCH ALONG
BUILDING FACE GRADE TO DRAIN
SEE DETAIL 2 SHEET TY
F.- fit_. ^'Y , .T
\ - / '
_
/
BZ
I, i FG J(,•
:
ACTO
wrrrw �o TfDI M9.taNTml
ountl
Locesis
city ofV'7"'
{ j REEN
SPECIAL LATERAL BUILDING \ j S ' �' SBS '' -� ,
'V' DITCH IS• RCP-III o THE =' t:.
BUILD NG
" SEE DETAIL I
V5WEEJ T6
-"
ED 'COG `j f = ' ❑,
0
3
BZ T
_
if PROPOSED COG
N0. 435
.. c o
_ - _E ` - TD. NO. A35 t r
r 6PATE 43v'
g 1
r
BZ 2
Of t A
,
._al[:kA�
;,�An7�
_ l8•;
� �
ca wat3-2033
GDOT Trz9osTD.
ca/wt3-zoe4
DD DRAIN
- ° tQBZ
2
,
COG wet3-5955
TaawsfiLOD
",
g 1
WOT-2569
St3
(SEE NOT
' 8ABGVE)
�,
'
; - • �h
8
BUILDING
W
GRADE TO DRAIN ,
-
v
R
OUNDATIDN \
N P D E S
,:
,+
-LOD
x
/`
......
N IOD LOD
• f�
LOD LOD
G. a
* ....`..
..._�,
General Permit
,1
{__ t___ __ gj,__ ,. - -
._ _-____
� �
MH
_F
f-- ---
� f_ ___ f _ _p ___ f_
Loo
--- f-----
Loo
—to
Applies
PP
VWj 8 a �F"—> -
-- 5.R 5'
-.
f______f______f-_-�F Loo::_
- - I
` -'
S TY m 10
7YP
h�
{f
V
DISTURBED AREA =
Q od_ f f
LD
-----_,
f---
f F'"
/ -�
o '' < e A
LOD .: 'LOD --
_,e_:_cr rs �.C.__-_.-
LOD -' ..
mo
B
�-
.C__-.-- LOD
8❑
��
14.0 Acres
GIS DISCLAIMER
' 41 Looe
W .. �s LOD�
? / LOD LOD
�AFTZSlD'..SPECIAL
.., ., r RETAN T ROTE�TION-
EX137 N5S CLA'SS''8'-ii1P'HAP........-._-.._
G SY 135 $Y CFD
'i:,• SEE/DETAIL 2 SHEET T7
, _-,- .. _
"x
_.-._,. •;:. ,
7 .' +.-mow, ... pQ'
'V'
cbjeds m this mw anon �m a aouad
Gnaslys w.a not wr..yed they vs
m
apiM M'
by ologammah¢ methods,
2 o
/r ❑
t
LATERAL
OETAIL
DITCH \ .
( Q'
.-law. an the Deosrophk Int—ti-
Oo..
>=
U o ` PROPOSED COG III
MH STD. NO 4 ,
J(
;x'
PROPOSED COC MH {)
2
SE l
SvET T6
r`
•
q G IN TO
..
sysl.m City t G een used by me
city of Gaa,aDaro.
-jt
Loo
01,
/ y
B (STD. NO 400)
TIE INTO EXIST 18' VCP
.._ -
,:.. y y
--
j I
-- --_ .- _ --
N If 04'26B'W -'�- - -
t
�
PROPOSED COG
Of (STD. NO. 435 '^---.ry
GRATE 474) UAL' - �/
❑I TIE TO EXIST CURB AND GUTTER
PROP 2 RCBC
SILL IN SIX/fN
REMOVE EXIST TRESTLE AND REGRADE
STREAM CHANNfLBACKF/LL
(,IE t r1E II
AT EXIST DONC JOINT
g
BARBEL (BURIED r1
�IANNEL IMPROVEMENTS
ABANDONED CHANNEL �,
PROPOSED OPEN END 18' RCP-III
L
AND lE `�J
_
}j'•��
t > 11aL �f¢'j4
❑2 TIE TO EXIST SIDEWALK
❑3 RETAIN EXIST SIDEWALK
,. 3:
oT -,,.
/,CLASS II RIP RAP
; ; EST 55 TONS
:
_-'•ESL.40 SY GFD
TIE INTO CULVERT
INV OUT c 759.25' _
-
�P
::"i€'s, E94 R..
® CROSSWALK WITH STREETPRINT XD
T H ( TAI
❑5 PAC SEE DETAIL
SEE DETAIL 10 (/YRS OF DISTURBANCE
..
,_
SHEET 51
SHEET T7 SHOWN ARE FOR CULVERT
'
'i r
© 6•CVNC CURB RAMP AND SIDEWALK
r INSTALLATION OR STREAM
7 4CONC SIDEWALK
❑
./:HF ITS r4< E S5 1K REPAIR AND SHALL ONLY
L . ,.. €
00
x E USED FOR IMMEDIATE
SEE SHEET C-ll
®SPECIAL LATERAL VD/TCH
(SEE DETAIL I/SHEET T7)
WORK TO INSTALL
CULVERT OR MAKE
FOR -G2A- PROFILE
❑9 PROPOSED CONCRETE PAD
IJJ
STREAM REPAIR
I (SEE LANDSCAPE PLANS)
Pl = 43+52.00
PI = 36+89.00
PI = 40+35.00 RT HYDRAULIC DATA
EL = 762J5'
EL = 771.49'
Doo
EL = 765.05' 2 R 7'W x 7'H RCBC (BURIED /'WITH
VC /00'
PERMIT DRAWING
VC = lar o
VC = /00' -CONC SILL 1N SOUTH BARREL)
SHEET 9 OF 24
oao
END SPECIAL
040
DESIGN DISCHARGE =587 CFS
DITCH GRADE RT
(.J/ Q. t`
040
4 040
040 DESIGN FREOUENCY = 10 YRS
DESIGN HW ELEVATION = 764.8 FT
-G2- STA 44+00
ELEV = 760.87
DENOTES PERMANENT IMPACTS IN SURFACE
®
PROPOSED GRADE o
WATER WITH LOSS OF WATER
_
���-
�OQOx
BASE DISCHARGE = 656 CFS
DITCH PI (RT)
-. f_J /•98% (-JJ$6J,j�
h_ qT OY
��.`° �g ?m
T BASE FREOUENCY = 25 YRS
BASE HW ELEVATION = 7653 FT
-G2- STA 43+75
ELEV = 760.45
® DENOTES TEMPORARY IMPACTS
IN SURFACE WATER
o� ��
oso
- - -
v w
SS 118 p` Q.
I_
o OVERTOPPING DISCHARGE = 5/9.99 CFS
Up
OVERTOPPING FREOUENCY = NO YRS
O
® DENOTES PERMANENT IMPACTS IN SURFACE
_ �O UP OU
�P
WATER WITHOUT LOSS OF WATER
- SS-117
- - - n Q. a-
- Wto
o OVERTOPPING ELEVATION = 7652 FT
C�
pLrT
DENOTES LIMITS OF
_ O
oN
atn DATE OF SURVEY = 09/28/20/5
.�
"Q n
LOD DISTURBED AREA
SS-120 WS.ELEVATION
y5. Rcp
- _
AT DATE OF SURVEY = 7573 FT
kV
e IpX
765/7
764b9 p yAs f'
I - -ss
-122
Itll
�
END SPECIAL
DITCH GRADE LT o Iia
-G2- STA 37+75 76278 'r 18, RCP I
o 05X
------
I -----
- - _
(-1093/
_____________ =
_ _
- ( 5092•
- -
SEE EET Cff
CROSS HPIPE PROFILES
ELEV = 76875 I
76l
P
- -
-
EXIST 6.5 • CIP ; ; �; PROPOSED 76l
1;2 7'X ?"RCBC
tg Sl' CROSSING
j 7 _ - 40448.82 BEGIN SPECIAL
+11��
roP 764.21
W/ 2 CONC SILL
I INV 75zee DITCH GRADE RT
EXISTING GROUND
__ EXIST 75' plp------- ''�'1'�-S0l/TH BARREL
=5925 -G2- STA 4/+00
ELEV = 763.02
PRELIMINARY DESIGN
y (BURIED- I'i- - - ----
75656—DO
-
---------- -----_
6• PVC z coroc slLz— - - - -
CROSSINC
EXIST IS' /P ______
----------_ EXIST 15"DIP------------------ i`
CL RCBC - L L -
NOT USE FOR
CONSTRUCTION
_
_VCP
CROSSING
---- STA 39+85
__________________,_------_______EXIST
INV UNKNOWN - - + 4
NV 75:26
ELEV = 756.60
I5-D/P
________--___--_
This document together with the concepts and designs
PREPARED w -HE D-CE DF:
REVISIONS TYPE CONTRACT ONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ROADWAY
DESIGNED BY CNK
presented hereto, as an instrument of service, is Intended only
for the a�aif� purpose and alien( for whish it was prepared.
improoper
Reuse W and rdionce on this document without written
■
AYETTEVILLE ST.. SURE 6W
Kimley>> Horn a�LI�ENBE.F�,az
R_i Ef NOBTB cnaouNA nsm
ENGINEERING DIVISION
SEWER DETAILED BY CNK
DOWNTOWN GREENWAY PHASE 4 &
SHEET N0.
NATER
CHECKED BY JWN
C4 OF C11
authorizoUon and dapcon by Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associotes, Inc., 2018
noee.t........
c ao,e
O
A&Y GREENWAY
SIDEWALK
2015-003
SCALE: HozT: f--3o�veRr: t'•3'

CONTRACT SHEET
MA7Cy�yE G2A-
t06
CA I /
K cs F t z
„
STA /j Ob ISE E SyE
,
BZ 2 - AD g
OF
SENSITIVE INFORMATION
-, IS' RCP-11 (F('P car s
- J o
t
'� I o '..
Not to be coped or distributed
- SPECIAL BERM DITCH , ¢ t
DFTAL 6 )-, "- `t. ;� [7 -h
o°
SHEETk
:...
without the express written
permission of the
_ _. .-
- . �- ....� I !)
P90° 4'BLACK ORNAMENTAL Z
' PROPOSED COG `� (
W DETAIL 4lL-5`-
i
City of Greensboro.
DI(STD. NO.435 """" f -' tl
�r° PpOPOSE '� D END
V 1
rt5r
GRATE 434) jj f I 18' RCP-ul o -. , � 7 - N
15' CORR. ALUMINUM 1,,'1� 5' N • INV OUT - 40',, �°
^ :. s : NNEL IM
W/ ELBOWS)Y r tl
4
------' ,I''y ,
SITE -� F
y-' GRADE TO DRAIN ° , h
C SSp AP
E 4CYOMS ///r/%////%%////�' ,10,
', F-30 $Y.�GFD �/ / E t :. E OUNGAH iRQ,
! / / 1!$ L i2 13 C: P,i ilt N
S pFas It j r �/ /
Y 4
$
CONTRACTOR TO REPAIR AND STABILIZE ' TOE PROTECTION jf,{', pp \ 1l
SLOPE FAILURE AREA BELOW BUILDING 25 TONS CLASS B RIf1 FJAPl O
c' ROOF DRAINS AND UTILIZE FLEXIBLE 60 SY (1FD �. \Vj i
t CORRUGATED 6•PIPE TO EXTEND ROOF SEE DETAIL 2 SHEET TB` I
�° - -?• TT -- ao
o
/ j pOH
- .pOH -J I
�
J1 C: I f 2€ AVE,
'°pt' it I�LfT`I L?h 00039 m
_ f,1j 111 4� DO IS921). C.10le
w
L%✓:*i.. F.. L?d
BEMo T�DIGI
t 2-4949
- l DRAINS INTO PROPOSED DITCH ALONG . i-- - '
/ BUILDING FACE GRADE TO DRAIN
PUL
CIAL LATERAL
' 1^'
BZ j
i 1: i I
r GREEN$BiRCi�
I E awl-oirvc
euaowG
'V' DITCCH IS' RCP-III „ , p-- I
SEE Df TAIL I -" /
y t511FET T6 ,>. { �,PROPQ]ED I:OG ., , j+/+, ` / O 7❑
PROPOSED COC -- -8 - - DI (STD. NO. A35 - ,
DI (STD. N0. 435 1ATE 4 1 ,
J _.. ° _• K'fM '. _ to,\r
rr o- ROOF DRAIN
\
_ l I r `r �'�
o r , TFfEATER �- t
- + ,
t 'I, - J < �, i r ji i ,B7. >(. �f h} Fwi( li t`+G 4{ -
8 -
_ 8 t 1
'' ..> Z 2 1 l �r LK )U lri ! L RF111 T >^a ..8
�+ % lij j r -
��
...- atf.r� .y-. ,7.a, .i.. i :' -K!N �2A(t-b'4r^. .r11 -:2yy r
J 1 _
ChV or tl
L I oasts
COG Me[ar ]3-2033
-
mor Traf ]32606
c0G/Gu11f ]3-2oe4
COG Mat r ]3-5955
mor sa r ]3-25s s
~
W
OUTLET'�
(SEE NOTE
' BABOVE) ' _' ' '
O �.
GRADE 40
8
t / t 't BUILDING
- TOUNOA OH\
NPDES
°° °° - �� -f -,
°° ao"— t°oLOU
'
a '---r�
General Permit
W
--`BZ 2- _ _ .-- ',
_ -------- C- .{. _-_E ❑ -%- - . i_.. 7
-
I r _-'f___ rf ___-------
fi __fF______f_ __ __ __f__
loo lo° —sem..
__f___ __ ..
Appl'
Applies
-._. .. 5'R 5'R
f ___ __f______f____- p� loo
-G2- z --- —..
i w
r.
_.
0N If DT= W TMP.i
* TTP F.
M
I,
(rl
/
--____
f--- s
°o + f f f
-- --- — F f '/ l
tO 1.��////� •/ j' /r/
//��
` 00
< - ---e - -_
o / loo loo ___=
Vh
e❑ `v
-C_,___.__C_-__ {_____ -L-------
IOD"
❑
DISTURBED AREA
DIS =
14.0 Acres
GIS DISCLAIMER
W
% Lo°�..:,...=(�.Y$'T
/
THS C-LASS_..-'9'-Rlp"RAP-'_---._-
5 S. E h35 Sy CFD. " __
R ._ _`-_l-� 1t ,'"( x�
. ,<.. - . j,-..,�,---_. "'^ '�: p
dot1W
�inaetlHan wra nothis �wrvayMY,they
by
Z
too loo
T1$(U I�O�IQQ) '^
h ° / //! / oo-PROPOSEp .COG 15' PCP-w— v - ..
/ �
SEEiOETAIL 2 FET-T7
,. .. '" ,•
:... -
f� k, i
'C_
� - -� D(
-,LIST + -
rryy�a 1; Q
•�` d ,j ! 6
SE
canpiled Motog, n euic malhoes.
c.agraphia
viable m the Infwmalim
a Syslam (d5) soft— used by Ina
...::._ f
-MH (STD_..".O 40 , ` _. f /
2 IMs a3E& COG MH _ -y ._., - ._
ISTD.NO 4001
TIE INTO EXIST 18' VCP
I�,. a GRADf,'TO
AD4 �
_. P 4s 1i. 17TJ £'TRA? 11iF-> i -.- /
.---JJJJJ �, �'^ DRAIN
rt t
yo dew,ebwa.
PROPOSED COG
1 t 475
e f N /f 04 26B W �t
..,
PROP 2 RCw 1
SILL IN Sp/TH '
REMOVE EXIST TRESTLE AND REGRADE
STREAM CHANNELBACKFILL -
'.
GRATE 434
jj t
ILII
❑I TIE TO EXIST CURB AND GUTTER
EXIST INT
S�DEWALK
- I I I
?- BAIj@EL (BURIED f) ,
° 9�' ify1ANNEL IMPROVEMENTS I
THE CIT,.- P f .. ,t?R:. � -, /jCLA55 II RIP RAP
- =
ABANLXMrED CHANNEL
PROPOSED OPEN END 18' RCP-III
TIE INTO CULVERT
/ `��
I CI
? ;i c T _ �e
❑2 TIE TO EXISAT
T
❑3 RETAIN EXIST SIDEWALK
Q CROSSWALK WITH STREETPRINT XD
RI Ni :"A✓F (u W EST 55 TONS
z '�
�,.. '� � '"ESL. 40 SY GFD UNITS OF DISTURBANCE
INV OUT 759.25'
It-
,. 15 E12 _; 1.^-:.
5 PAVEMENT PATCH (SEE DETAIL
❑
SEE DETAIL b
pg t2„ - 0 2 2 ` SHOWN ARE FOR CULVERT
cit SHEET T7 INSTALLATION
f'.T. Pt J t3 7 T T 1 1, I -
F S I C FII J fJE' B i'T
+
SHEET T5 I
© AND SIDEWALK
P
�.. OR STREAM
- I`HF CITY C . FFN F REPAIR AND SHALL ONLY
i5ii .
., lo- LIFE '� 7F �'Ji' �.: ^.t"iv^3
-6
❑ 4'CONC SIDEWALK
8 SPECIAL YDITCH
❑
BE K TO FOR IMMEDIATErl
C, WORK TO INSTALL
�° r �.'
� "
- SEE SHEET C-ll
LATERAL
(SEE DETAIL I/SHEET 77)
'-. U. CULVERT OR MAKE
-
FOR -G2A- PROFILE
9❑ PROPOSED CONCRETE PAD
STREAM REPAIR
I (SEE LANDSCAPE PLANS)
PI = 43+52.00
PI = 36+8900
040,
PI = 40+3500 CULVERT HYDRAULIC DATA
EL = 762J5'
EL = 77/.49' 040
EL = 765.05' 2 a 7'W x 7'H RCBC (BURIED rWITH
VC = lar PERMIT DRAWING
VC = /00, g
VC = /07 2'CONC SILL IN SOUTH BARREL)
END SPECIAL SHEET 10 OF
24
= oao 040
DESIGN DISCHARGE = 587 CFS
DITCH GRADE RT
040
66091 W b1 040
040 DESIGN FREOUENCY = /0 YRS
DESIGN HW ELEVATION = 764B FT
-G2- STA 44+00
ELEV = 7608DENOTES PERMANENT IMPACTS IN SURFACE
7 ® WATER WITH LOSS OF WATER
PROPOSED GRADE R o
��o
= 656
Pl
� 2
W Wppm e CQ Y'
BASE DISCHARGE CFS
2 BASE FREOUENCY = 25 YRS
DITCH fRT!
- STA 4 + ® DENOTES TEMPORARY IMPACTS
��(ti`° �g o� ?m h�
BASE HW ELEVATION = 765.3 FT
ELEV = 760.45 0 IN SURFACE
WATER
SS 118 Q_ C� W
U� I_ W=
j �o OVERTOPPING DISCHARGE = 519.99 CFS
OOQ OVERTOPPING FREQUENCY = NO YRS
® DENOTES PERMANENT IMPACTS IN SURFACE
p
ELEVATION = 7652 FT
WATER WITHOUT
LOSS OF WATER
W
OVERTOPPING
CC��
O trT DENOTES LIMITS
OF
O(n
_ ��
W(n DATE OF SURVEY =09/28/20/5
Ups LOD— DISTURBED AREA
/_
- - �/86/3j
SS-120 WS. ELEVATION
0- v
y5'RCR _
AT DATE OF SURVEY = 7573 FT
O IDX
765!7 76469 S9 P \ ,
I - _ (-)09/48% TSS-122
END SPECIAL
DITCH GRADE LT 76(76 tr
I I o 'R.o IB'RCP I
-G2- STA 37+75 0 osX
I _.--------•-----------------•
I ;'---
- - -
(-J 093% - - _
`-------- _ _ _ 5092'.
SEE SHEET CO FOR
CROSS PIPE PROFILES
ELEV = 76875 76
v I 8- vCP
----------------
EXIST 6-5- CIP i�i PROPOSED 76l
TOP 764.21 't;2 7'X 7'RCBC
sg 3gl 760.rg CROSSING
4 +4 BEGIN SP (
+1I I
_ I
W/ 2 CONK SILL
INv 757.88 DITCH GRADE RT
EX/STING GROUND
fx15r Is-DIP ---- : 1M-54UTH BARREL
fBURIEf} I i_ _
is92s G2- STA 41+00
t ELEV = 763.02
PRELIMINARY DESIGN
_ _ _
-----
75820
DO NOT USE FOR
_________________
15*VCPII
6'2 CONK 31LZ
6-PVC -
CROSSING
-- �ti l
EXIST IS•Orp ,-------------------------------------
__________ r ______
CL �� ___uL_- 11i _________
______________
CONSTRUCTION
."l CROSSING
INV UNKNOWN - - +
_____________________________''__________
-G2- STA 39+85 ------------------"
__.moi___________
= 756.60
_
Ex/ST 75-DIP _____
Nv 7 7. 6
ELEV
This document, together with
the concepts and designs
PARED w -,e OFFICE OF:
REVISIONS TYPE CONTRACT ONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ROADWAY
DESIGNED BY CMK
presented herein, as an instrument of service, is intended only
for the �aif� purpose and client for whish it was Prepared.
Rau x of and improper reliance on this document .ithout .often
Associates,
•
4,ra.E En�E6] 6U E�III
Kimley>>> Horn NcucENSEer-0,a]
EH;N.NOR1H unourvn slw,
ENGINEERING DIVISION
SEWER DETAILED BY CMK
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
NATER
CHECKED BY JWN
,1
C^ OFC11
aathari:anon and adoption by Kimley-Horn and Inc.
Copyright Kimley-Horn and Associates, Inc-, 2018
PHONE: [phone]]-2qp
©1010
A&Y GREENWAY
SIDEWALK
2015-003
SCALE: HOZI: 1--30'rERT: 1'-3'

11. ANaly f,4,2FTHAJ DI HANEY
CONTRACT SHEET
FROPFR�:E�E DONt
-03. L -If, tUNNIARRCIE'0) All)iFEIq
OF
PERMIT DRAWING
O(If, R`IZ I C'NiHIAL GARRISON
13i; 'I flLL-b[Dr DR DOUGLAS"K. GARRISON
SHEET 11 OF 24
IN N
LIMITS OF DISTURBANCE -1
I S, If 01K I &IT, NIA R"S" u NLFLS, NPkJ S'i
GPIN
SHOWN ARE FOR '_15 0
-Y5- POT Sto. 11+2922
INSTALLATION OR STREAM
.1VERT , ,,LL Sr -
30i, E L,,L
If L' G, AND
rk-, E, MIDGE
SENSITIVE INFORMATION
DENOTES PERMANENT IMPACTS IN SURFACE
END MILLING & RESURFACING
PROP RAISED CROSSWALK WITH
REPAIR AND SHALL ONLY _ !R14v, S C� P-
BE )I, 43F?� PG 2'aC
USED FOR IMMEDIATE NAD 8�3
vw�1,11?,115
Not to be copied or distributed
op
WATER WITH LOSS OF WATER
DETECTABLE WARNING SURFACES
WORK TO INSTALL
i �
without the express written
CULVERT OR MAKE
STREAM REPAIR
I
PROP rBL4CK ORNAMENTAL FENCE Da 3`5131". Ps R9 KELL�K.IAF'o
SEE DETAIL 4IL-504
permission of the
DENOTES TEMPORARY IMPACTS
jl ARR'
City of Greensboro.
IN SURFACE WATER
20 ANNEL IMPROVEMENTS
CLAI RAP
$T 35
312,11 L� 13-'R
OE PROT TION- r
0 TONS GPrID, 111
'El' RIP RAP
DENOTES PERMANENT IMPACTS IN SURFACE
WATER WITHOUT LOSS OF WATER
SY G
8z 7 AL 12
PSM 3 5,423 PG M3�
0 SY PS M f
SEE DETAIL 1 1 A'
-SHEET-"
DENOTES LIMITS OF 18'RCP-111
_LOD__ DIST
DISTURBED AREA
PROP 1-1 DRIVEWAY
STaNO.846.03
BZ I
I F
SPECIAL LATERAL 'V"DITCH '5 ORNNACE: EAS.. F-
SEE DETAIL I
BUILDING
CHA— PROVEMENTS SHEET TG G D112
�RM RAP A RETAIN
C LASS
L LOD LOD EST TONS 24*RCP
RtT T
E SY GFJ)p,,- 241 RCP -IV
4. -
SEE kPI '7
RETAIN EXIST
ET !V*"3�
PROP PRIVAI 'v%-ATEE-1 %IAIN
R
//+Do
FENCE r INI DL 1.537 Dll� 55S
'Go PROPERTY LINE C, -262f,
CRY Round
Loc I usects
VEGETATED
I BZ 2
2 In
CoG Is c
RAILROAD TRACKS
BUILDING
-c-L-
LOO - -------
Lw
:a33
TWa ;11 Me
GDO T
7
SEE LANDSCAPE
PLANS
ROP LIMITS
-
X X to. too -Cr
r
c jou 1 2; 73-
CIO
A
6
F , 11'
ROP IT CURB
F.,
- 73-2084
T.
PROP _L
T
GDOT st 73-M69
CURB
--6
C`j
N P D E S
TYPI
------ ---
ul
General Permit
LOD .a/
//
Applies
01; A
DISTURBED AREA
A,0DE1
D3f4, PGst> °I/ "_— -- LOD /�/ OG no j
RC/ F -
ov 12*00
PROPOSED
PROPOSED COG
COG MH
(STDI 4001 0,� 7
14.0 Acres
,Z DI(STD.NO 435,
GRATE 43�)
18' RCP -III
��;F EDUCATVC04
-----W--ZCOAFC SILL IN NORTH
BARREL BZ I
0? - , TT 6-
i _RE�
- BZ 1
GIS DISCLAIMER
BUILDING PROPOSED COG �, C,
IFI DI(STD. NO. 435 DS �,f2
GRATE 434) BZ
18 - RCP -10
'R B -B7 2—REPAIR EXISTING
ST ST'
REMOVE �EIIE.AII RE�RADE Z 2
Objects w this mW snows with a called
-�1x:7..:..:::,
REMOVE AND REPLACE
%C
--- --------
EA All ACK11L STONE RETANNG
STREAM AN
ABANDONED CHANN BZ 2 (]ALL a PIPE EXIT
I , ANN W
''"PROPOSED _CNCIDENTALf
OPEN
WCULVERT
finest — at —yed. they
otx,pasd by pholoW—eVic methods,
I an the C.BqNalshic 1.1—clia,
IB* RCP -1111
BUILDING
EXIT Cl W/ COG
Cl (STD. NO. 402)
SI�E 5
B. RCP -111 TIE INTO
:NV OUT : 750.00'
GRADE TO DRAIN AROUND PROP POST AV CABLE FENCE
System (GIS) saft,on, Used by the
City W G—s—
PROP 6X Ar CURB
PROP 6WIDE GATE
PROPOSED WING WALL -G?- STA 49+9/TO 57+74 RT
18' RCP -111
PROPOSED COG
PRESC( T
- )T7
REE-
RIP
RP RAP OUTLET PROTECTION
N NEEDED DUE TO ROCKY
L -PROP YBLACK ORNAMENTAL FENCE STREAM BED
FL] TIE TO EXIST CURB AND GUTTER
AT EXIST CONC JOINT
D.NO.4021
-'
SIM,
SEE DETAIL 4IL-504
STA 47+75 TO 46+37 RIP
TIE TO EXIST SIDEWALK
REMOVE - AND"REPLACE
Pw V DRIVEWAY STD. N"48,Oj
1�fi
RETAIN EXIST SIDEWALK
EXIT CI1I/ COG
REL401E AND RESET EXIST GRANITE CURB
END CONSTRUCTION
frYP) 2��f) RA -WA e FIZ1,GH I
140i . OL K SZ)U I FE
F41 CROSSWALK WITH STREETPRINT XD
CI 4�TD. NO. 402)
L
PAVEMENT PATCH (SEE DETAIL
BI 18- RCP -11
-Y5- POT SID. 12+4122
SHEET T5)
PROPOSED COG
END MILLING & RESURFACING
SEE SHEET C-12
6C0NC CURB RAMP AND SIDEWALK
tr(STD-. 440-40Z)
REMOVE AND RESET EXIST GRANITE CURB
(rYP)
FOR -Y5- PROFILE
rCONC SIDEWALK
SPECIAL LATERAL V DITCH
(SEE DETAIL IISHEET T7)
PROPOSED CONCRETE PAD
(SEE LANDSCAPE PLANS)
Oso
PI = 48+21.00
CULVERT HYDRAULIC DATA
0 0 050 0 0 -
EL 755.90'
2 v 10'W x I RCBC (BURIED FWITH
— — — DO
VC = 100'
2'CONC SILL IN NORTH BARREL)
Pl= 45+89.00
n1 O
EL = 758.92'
DESIGN DISCHARGE = 668 CFS PIPE HYDRAULIC DATA
DESIGN FREQUENCY = /0 YRS
VC 60,
STA 52+00 -G2-
DESIGN HW ELEVATION = 755J FT 24RCP-IV
11 Q�
M
BASE DISCHARGE = 755.5 CFS DESIGN DISCHARGE = //_3 CFS
Q) Q
050 0 0
BASE FREQUENCY DESIGN FREQUENCY = /0 YRS
= 25 YRS
Q. Lt.
BASE HW ELEVATION = 755.81 FT DESIGN HW ELEVATION = 7512 FT
OVERTOPPING DISCHARGE = 687 CFS BASE DISCHARGE = 12.3 CFS
C)
OVERTOPPING FREOUENCY = >25 YRS BASE FREOUENCY = 25 YRS
OVERTOPPING ELEVATION = 7552 FT BASE HW ELEVATION = 751.3 FT
OVERTOPPING DISCHARGE = NA CFS
DATE OF SURVEY = 0912812015 OVERTOPPING FREOUENI NA YRS
/a, acp
Ln
1�
W-5.ELEVATION OVERTOPPING ELEVATION NA FT
.@ 444
AT DATE OF SURVEY = 748.8 FT
757.95
757.55
PROPOSED GRADE
1
18- R( P
, :I! 751 75625
SS -128
_F SS- 127
SEE INTERSECTION DETAIL
SHEET INTO FOR
EXIST &5 . IAS
(-A0.7551x
ADDITIONAL INFORMATION
TOP 757.79 P
------- --
--------
7
SEE SHEET C17 FOR
------ -
EXISTING GROUND
— -- — — — — —
(-)o
CRDs
CROSS PIPE PROFILES
7510
11 — —
-----------
ON, £xisr 17 aP YL- --- -------
TOP 755.34 CROSSING: --------------
END GRADE 44+63.19,
TIE TO PROP Nvv 756.ail
RAISED CROSSWALK
- --------
Exis r ----------
------------- 16. HOPE
-----------
-
------ ---
-------------
I`-) . 0.76Y
BEGIN SPECIAL a" vcp 24' RCP
DITCH GRADE LT CROSSING TDITCH PIQ�� (_j a AOX
--G2- STA 49+00 -G2- 49.44,26 -G2- STA 50
1
753-34
ELEV INV 748.51 ELEV = 75259DITCH
PRELIMINARY DESIGN
-G2- STA 44+4627
-------- 7
PROPOSED -- --------
P Sil;
------- PI (LT)
------- ----G2- END SPECIAL
�CONC
DO NOT USE FOR
ELEV = 761.67 BEGIN GRADE
-- --
2 v 10` X 6'RCBC
SILL STA 51+00
--- ---------- j ------- -
- ----------- ELEV = 75I83 DITCH GRADE LT
CONSTRUCTION
TI To PROP
E R
RAISED CROSSWALK
W1 Z CONIC SILL
: " --------- - _G2- STk52+00
--------------EXIST 16 . ---
CL RCBC ----- I L -------- -------
-G2- STA 44+87.77
IN NORTH BARREL
(BURIED /I
HDPI 7401
----- ELEV ------
-132- STA 48+07 --------------------------
ELEV
-
ELEV 748DU ---------------------
Th.'s docmelt, together with the concepts and designs
PREPARED IN THE OFFICE or:
REVISIONS TYPE
CONTRACT ONTRACTOR AS -BUILT UTH. DAT BENCH MARKS JOB NO. P-05645-04/P-0554AA-041
CITY OF GREENSBORO
ROADWAY
DESIGNED BY CNK
presented herein, as on instr ment of seI is intended only
I. ;f;. rpose and client far e,h;ch it as prepared.
the peaP
Reuse of and improper reliance an this document without written
■
E
421LIPAYHE—LIEST, SUCCESCa
In 111LINI 11-
Kimley-Ao Haw-
ENGINEERING
DIVISION
SEWER DETAILED BY CNK
SHEET NO.
CHECKED BY JWM-
C5 OF C11
o zotion and oda ption by K;mley-Horn and Ass-'ates, Ino.
Copyright K�nnley-Horn ond Associates, Inc., 2018
...... _
DOWNTOWN GREENWAY PHASE
1 A&Y GREENWAY
4 &
SIDEWALK
201500 00 - SCALE: HI 1 FAT'

C�s ANEY jAAAES VARTHIA ) DIIANPI
CONTRACT SHEET
PROPEIRTIE�z I O'CONNEU. MINUTE)
t;'3 L ;UNMARRiEDI 1 HILLSIDE D:- '1,14
OF
PERMIT DRAWING
De'D HILL",iCE DR, �02 HILLSIDE DR, GFN 00(�41- 1 CPNTH[A L, GARRISON jDDUC�LAS K. CAR ti
Rlao
SHEET 12 OF 2 4
CONSTRUCTION
LIMITS OF DISTURBANCE 01'_'Q`K'5(1 CwPN 0003(149 05 4262 TNG, 340 NOG I ER_ Rrlsev
."'�AL ' DA11 EL S_ NGH.", SONI
:
Sto. 11+29.22II,
SHOWN ARE FOR CULVERT
INSTALLATION OR STREAM
PQ DE C443, PC; 2.020, a I I,..
PGIR_� 11646 I AND AVFE
SENSITIVE INFORMATION
DENOTES PERMANENT IMPACTS IN SURFACE
END AIYLPOT
LING & RESURFACING
PROP RAISED CROSSWALK WITH
REPAIR AND SHALL ONLY 'P, 4�2, Pr 2'eZ RAT IAS MIDCE r r
'j LLSIDE DT"R,w-I, 8�3
ll� BE USED FOR IMMEDIATE NAD
I
Not to be copied or distributed
WORK TO INSTALL
N
without the express written
WATER WITH LOSS OF WATER
DETECTABLE WARNING SURFACES
CULVERT OR MAKE
PROP 1`BLACK ORNAMENTAL FENCE I MM FIG KELL" 1, 11 CARPENTE-
permission of the
DENOTES TEMPORARY IMPACTS
STREAM REPAIR
SEE DETAIL 4IL-504 LUr,"ARF �O"
City of Greensboro.
IN SURFACE WATER
1
82 2C�ANNEL IMPROVEMENTS 31, H13 LE L�
ASS-4RIP RAP E PROTOTION fr' _ E L3R_
T 35 .0 To'. ASS 'B' RIP RAP G I
LIT i' KA21 PI;
DENOTES PERMANENT IMPACTS IN SURFACE 3
E
WATER WITHOUT LOSS OF WATER
--35 SY G
SIE DETAIL 12
1' P27
SEE DETAIL 2
DENOTES LIMITS OF 18'RCP-111-4
—LOD— DISTURBED AREA BUILDING
PROP I-FDRIVEWAY
STO.N0.84903
8z I
SPECIAL LATERAL 'V'DITCH
SEE -TAIL I -
-OF
CHANNE� IMPROVEMENTS
T
CLASS- RIP RAP.- -TAIR
RETAIN EXIST
SYSTEM
LOD 'EST 9 24'
54 TUNb
ST 'S' Sy
LOD SY GFP,,-
Irl -'AfN E . 1A _ZJ7 R91
T� I"
PROP -AI "pi, LILA
FENCE r INSIDE
PROPERTY LANE
11,1EPOR]EYOU DIGIN
c1tv round
11+00
VEGETATED
At B7 2
L siesta
COG Wat 3
rt
HNAHUAU TRACKS
;�3:20
GDOT 1 2606
7
Go
BUILDING SEE LANDSCAPE ROP
PLANS
PROP
UI
Z
00
L -C _-Cr-
3
�:nsl
COG Bess
Ten is
le CURB
PROP
6013T S 73-i255s
.5
CURB
It,
CqTYPI,
NPDES
General Permit
LOD
f
LOD . .........
Applies
GO , LOD
o0
1/�/
P, 1'RI -
loll
•
ROPOSED COG MH
w_ j�// oo OD
DISTURBED AREA
PROPOSED
(STD.
A; K7x6'
---WI-ZCONC
ti
14.0 Acres
D , D, NO. 41S
GRATE 434)
I8'ACP _W
13ul FC
SILL IN NORTH
EIARREIL�E� BZ I
T
BZ 1 4,�L' PR::S�'
CIS DISCLAIMER
Objects an this mop st— sith a dotted
_41Q7
817
BUILDING PROPOSED COG �;E
Of (STD. NO. 435 -
GRATE 434)
11 BZ 2
TR
I- T
EXIST
IB1RCP.I9 - REMOVE AND REGRADE-- 2 REPAIR EXISTING
E E
VE
STREAM STONE RETAINING
CHAINI L��111
I
WALL a PIPE EXIT
linestyle at w'"Yed. they
ed by hoto7onnI methaft
ABANDONED 'HMIN
'A. 'D CHAVIV CANCIDENIAL)
-PROPOSED OPEN END BZ 2
:arrp
-I.Ne an the Geographic Irl—tion
16. RCP-IlI
I IND REPLACE
'El I'S 'T 'W'
SI�E 5--
18' RCP -111 TIE INTO CULVERT
INV OUT z 750.00'
SySten, (GII s6fteary used by the
aly of Greensboro.
BUIL-DING
CI(STD.-NO. AIG002G
GRADE TO DRAIN AROUND PROP POST AyD CABLE FENCE
PROPOSED WING WALL -G2- STA 46+91TO 57474 RT
PROP 6X AlrCURB PROP 16'WIDE GATE
18* RCP -111
PROPOSED COGPF`
, REL
RIP RAP OUTLET PROTECTION
NOT NEEDED DUE TO ROCKY
PROP -f`BLACK ORNAMENTAL FENCE STREAM BED
TIE TO EXIST CURB AND GUTTER
AT EXIST DOW JOINT
',gTD. NO. 402)
- I -T
IQ 8- )<"
SEE DETAIL 4IL-504 /�?
-GZ- STA 47+75 TO 46+57 RT
Fg] TIE TO EXIST SIDEWALK
-
P 0 DRIVEWAY STD.NO.846.03
D�' 7S 1
Fj] RETAIN EXIST SIDEWALK
REMOVE AND"REPLACE
CIW/O�CREI C
EXIST OG
REMOVE AND RESET EXIST GRANITE CURB (TYPO
cRosswALK WITH STREETPRINT XD
Cl (STD. NO.402)
END CONSTRUCTION
Sc -
PAVEMENT PATCH (SEE DETAIL
;BUILDING
,B 18"Acle-111I
-Y5- POT Sto. 124-41.22
SHEET T5)
I
END MILLING & RESURFACING
SEE SHEET C-12
6-CONC CURB RAMP AND SIDEWALK
PROPOSED COG
tasm. NI "
REMOVE AND RESET EXIST GRANITE CURB ITYP)
FOR -Y5 PROFILE
4'CONC SIDEWALK
21
SPECIAL LATERAL V-DfrCH
(SEE DETAIL IISHEET Tir)
PROPOSED CONCRETE PAD
(SEE LANDSCAPE PLANS)
050
PI 48+2/AO
CULVERT HYDRAULIC DATA
0 0 050 050
EL As 75590
2 V 10YW x 6H RCBC (BURIED /'WITH
aTj
VC = /00'
0 CONIC SILL /N NORTH BARREL)
P1 = 45*89.00
EL 75892'
DESIGN DISCHARGE = 666 CFS PIPE HYDRAULIC DATA
6
Ir 2
VC 60'
DESIGN FREQUENCY = /0 YRS STA 52+00 -192-
DESIGN HW ELEVATION = 755J FT Of RCP -PV
8—
BASE DISCHARGE = 755.5 CFS DESIGN DISCHARGE = 11.3 CFS
050 050
BASE FREOUENCY = 25 YRS DESIGN FREQUENCY = /0 YRS
o (Z)
U_ IZ
Q 2 :z�
BASE HW ELEVATION = 755.81 FT DESIGN HW ELEVATION = 7512 FT
i- (L 70)
OVERTOPPING DISCHARGE = 667 CFS BASE DISCHARGE = 12.3 CFS
OVERTOPPING FREOUENCY = >25 YRS BASE FREOUENCY = 25 YRS
1-2
OVERT ELEVATION = 7552 FT BASE HW ELEVATION = 751.3 FT
OVERTOPPING DISCHARGE = NA CFS
Iq
N, �B.
DATE OF SURVEY = 0912812015 OVERTOPPING FREQUENCY= NA YRS
I6.4
to CL
W.S.ELEVATION OVERTOPPING ELEVATION = NA FT
At 1.4X
E3
AT DATE OF SURVEY = 748.8 FT PROPOSED GRADE
157
157
1
5-127 5S-128
rS
SEE INTERSECTION DETAIL
a 407 �75&;i 5-625
/8' RCa
SHEET INT4 FOR
EXIST 8.5 - GAS
(-)0-755/7
ADDITIONAL INFORMATION
TOIP - 757.79 1.41
SEE SHEET Cff FOR
--------
EXISTING GROUND
-7
CROSS PIPE PROFILES
-------------
7SIAY
-----------
EXIST -17; CIP
2' DIPT --- ------
TOP 755.34 ---------
CROSSING
END GRADE I
PRO 44+63.19,
TIE TO INV 756.8 1`
CROSSWALK
RAISED CROS
--- ---
-----
- -------
----------- EXIST 16 AXOPE -------------
-------- ------------------
--- ----- --- ----
----------
0.76Y
BEGIN SPECIAL 8' VCP 2,0' RCP
CH PIQW
CROSSING At 4'OX
DITCH GRADE LT 11 TDIT
-G2- STA 49+00 -G2- 49+44.26 G2- STA 50+00
i INV 748-51 ELEV = 752.59
ELEV = 753-34
PRELIMINARY DESIGN
-G2- STA 44+4627
---- --------- 75000
P ----
------- DITCH Pit/ T I
-- ---------- -G2- STA 5/+00 END SPI
DO NOT USE FOR
ELEV = 761.67 BEGIN GRADE
--
2 10'X 6RCBC --
0
-----
---- z CONC SILL ----- -- ------------------ DR -CH GRAPE LT
ECFV = 75/03
CONSTRUCTION
TIE T PROP
RAISED CROSSWALK
W/ 2'CONC SILL
----------- � I --------- ---- _G2- STA' 2+00
CL RCBC -------------------------- 1117- ". ------------
IN NORTH BARREL
HDIRE ---
-G2- ---------------- - ELEV 7�1....
i
-G2- STA 44+87.77
(BURIED r)
STA 48407
---------
ELEV = 761.62
ELEV = 748.00' ----------------------
This doc....t. together Ah the -r-pt, and designs
PREPARED IN THE DFIIIE
REVISIONS TYPE
CONTRACT ONTRACTO AS -BUILT AUTH. DATE BENCH MARKS JOB NO. P-05645-OA/P-05644A-041
CITY OF GREENSBORO
ROADWAY
DESIGNED BY CMK
presented here.,, as a, instrument of sex,;I is intended only
for the specific p -pose and client far which it — prepared.
Reuse of and improper reliance on this document without eritten
_IDAY-EVILL ST, SRITEUG
lI NGRTHCANULINA 216G1
Kimley Horn
ENGINEERING
DIVISION
SEWER DETAILED BY CNK
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
WATER
CHECKED By JWM
C5 OF C11
.th.riz tio, and adoption by Kimley-Horn and Associates, Inc.
Copy
Copyright K;mley-Horn and Associates, Inc., 2018SIDEWALK
=ULI=U�
A&Y GREENWAY
2015-003 SCALE: HOZI: j'-30'VFRT- 4' s

CAS
)Plu A A% I
SPECIAL LATERAL
CONTRACT SHEET
'V' DITCH
D� SEE DETAIL I
7 C. R1, I,. N_L�',UN GVN 10j.Qr,4 YN N I b 1FRI W2�;
SHEET T6
S HEE T T6
�'Ell) HILLSIDE OR E, I LE� EDR L INN ANDERSO IN
Du PQ 5011111 " CE
PROP PRIVACY FENCE rJG
DS GPN 1*0­6
l'�
OF
SENSITIVE INFORMATION
3 G PROP SOIL NAIL - - - - - -
INSIDE PROPERTY LINE ,ZE
DE; 611�" 12CzI;- , TINA WEAP G LPI
IFB PIG H
RETAWING WALL Wfr
83
uR 3,Q,G IG
&TE 6
D 26 'EN_ -R FACE
-3. PC 'I�,7 ME DENA CD
'PC - §DE - 'I
DR 53- -67T Pt -H I . '.
H E N
Not to be c ed or distributed
op
wthmt he express writtert
t
FALSE SUMP
SEE DETAIL 5 r�- SMALLATIE.
4L, I �Cg R�
G D11111
NI S""
per mission of the
HEET T7 RI QL DITCH- SPECIAL L,ATE.RfL
_.E. ILAL TC
SHI SEE DETAIL 7
Z 14. U 21 1
U
P ED
RO 0
City of Greensboro.
SHEET T7 CH TONI
4 SPECIAL LATERAL TL� A
S DT
ASE CHI
E TA
DE
SHEET 7 ")"r, G -b
R T T C
Cozy,.
RCP -111 _U( !N R E ',S.
RI;
AND Vl-,�EIIA I
POST. AND CABLE PEACE
Ii 1 REPLACE
Do. PRIVACY ENCS`""--
ADAIST
A H.,­Iw yII
PROPOSED COC SU`LOVAN j
01 (STD. NO. AM DR ',','ILK NS
GRATE 434), LI'L Ul'.
LSID1.1 11-k.
_'L
J`Eil�olteyouDbol
00NIIACr CNKRA� cllrMat
XIST 4ppp0
I) +
City of round
fs
:P-111 FLAREO—
END
do
NRRIJF Hlj�,,-, ()
COG Me -1 33
'e" 3
;3
T Tref T3-2606
RErAfff
LLI
64
OG/6.11f73-26OW
wr fles
COG wa, 73-5
EXIST MIN
MIN
2
D'
ff --c-"
PROP TL -J METAL WLu
GUARDRAIL [RUSTIC
Op API
To, s
"T St r 73-1569
N P D E S
t°/'
-
BZ I _71
LIZ 2 0
Ass—
TAI EXIS
General Permit
Applies
Fir
RETAIN EXIST
BZ 2 ,z,
PROP POST AND B /� /
C06
CI
TRACK 1
TO (.5
7 '% ,6 G� TAI REMAIN
LL1
DISTURBED AREA
14.0 Acres
I
ABLE FENCE
�i� R❑
8z
N 80,0815
TB
z
OPLf M_' IN,-_
RETAIN A %OLCIII CA -01 INA �RPIZ)RAf
GIS DISCLAIMER
0I ah this mad, si,ohl, ith a dotted
PROP GLULAU
PEDESTRIAN
N SCD St
vo
filestyle es, at wrwyed. they swe
by :z Worrmstric —thads,
BRIDGE
Hi•
sic TF
F/w/PROPOSED -GQG -1
an the Geographic Information
Systern (GIS) soft,we sod by the
City of Greensboro.
INS 4011
BZ I -RETAIN
�OPIZIH ND If, ��,
[L TIE TO EXIST CURB AND GUTTER
L �u Firr
AT EXIST CONIC JOINT
B7 2
7 "'AlPA
END CONSTR A07
UCTION
_y/_ POC Sta. 18+72.00 S'R
TIE TO EXIST SIDEWALK
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
END 121 CONIC SIDEWALK
TIE To EXIST DOWNTOWN
X,
PAVEMENT PATCH (SEE DETAIL
SHEET T51
GREENWAY
6-CONC CURB RAMP AND SIDEWALK
FZ] 4'CONC SIDEWALK
DIP
SEE SHEET C12
F8] SPECIAL LATERAL V-DffCH
(SEE DETAIL IISHEET TT)
dtT C3
FOR -Y6- PROFILE
I
F2] PROPOSED CONCRETE PAD
fSEE LANDSCAPE PLANS)
RFr1N SPAl PI = 54+54.00
PI = 57+81.00 P1 = 59+82.00
DITCH GRADE LT EL = 75IJ2'
EL = 747.40 EL = 749J0`
PERMIT DRAWING
-G2- STA 52425 vc = 1001
VC = 60' VC = 120'
SHEET 13 OF 24
ELEV = 751DU
DENOTES PERMANENT IMPACTS IN SURFACE
0601
WATER
PROPOSED GRADE
2 060
DENOTES TEMPORRY IMPACTS
SS -129
060
IN SURFACE WATEAR
DENOTES PERMANENT IMPACTS IN SURFACE
WATER WITHOUT LOSS OF WATER
(-)0,755/7
- - - - - I - - _-
-
Q_ W WDENOTES
U-1
LIMITS OF
—COD— AREA
12:
NDISTURBED
Z�r RCP --'"_,._---(-10.69%
a 4DY ...............................
b
_(v 1�7:1
(+)OB356;'
------------
-----------------
--------------- EXIST 15- DIP --------------------------- EXISTING GROUND
SHEET Cff FOR
CROSS PIPE PROFILES
-------------------- I r ---------------
----------------END
------ -------------------
74420 SPECIAL
---------------
DITCH GRADE LT
----------- ---------
DITCH "LT ----------------
AA
-----------G2- STA 58+85
11, ELEV = 746.63
EXIIST 24 - RI I --------------
PRELIMINARY DESIGN
DO NOT USE FOR
-132- 56�5)
- ------------- -0 :740,75 ---
CONSTRUCTION
ELEV = 746.74
END SPECIAL
I DITCH PI(LT)
DITCH GRADE LT DITCH GRADE-
-G2- STA 55+00
-132- STA 57+60 -32- STA 58+00
ELEV = 749J0
ELEV = 74420 ELEV 74525
This doc,ment, together ith the concepts and design.
PREPARED IN THE OFFICE OF:
_U JOB NO.P-05545-04/P-05544
REVISIONS I TYPE I CONTRACT -ON—TR-ACTORF AS -BUILT JAUTH. DATE MARKS A -OAF
CITY OF GREENSBORO
IROADWAY
DESIGNED 13Y CMK
presented erted herein,as an instrument at III is intended only
for the specific purpose and client for which It as prepared.
Re d improper NeIP on this doc,ment itho,t ­Rto,
M
421F Y—EANLLIEST. -6110
­IcH TH CARDLINA 2-
Ki rn leylzl- Horn
ENGINEERING DIVISION
SEWER I I DETAILED BY C
DOWNTOWN
SHEET N0.
IWATER
JK
CHECKED By J..
Ilhol;­1 K;
an rd adopt Kimsey -Horn and Associates, Inc.
a. ;an t7e
Copyright Kimley-Horn and Associates, Inc., 2018
PHONI (�N
Ir
I 677F2ora
GREENWAY PHASE 4
A&Y GREENWAY
1 SIDFWAI I

EL
U 1 0122 zX24
OPHSER DODID SA Avqlj I SUZANN;::V.F�,,�, �3 I SPECIAL LATERAL
LL11"IN-R, VALLRIE A, CC- ROSERT GARY ILL 'V' DITCH
CONTRACT SHEET
AN -It
GF­RD4 fli I I :�E D.. 1AN Uli"IIARREP F',OMAN r L 472 .F LSIGL C "�
404 1 1 S r' C-, U SON -L
108 DR, DORA G L
1`4 A0111111"? -L e� HIL: SIDE LIP- 7'u�' PG Dw
WX* PEARS -F--_ DE, "I I �P" 0��M.
WWDE PRWEMY'LNE Ef, -_ �
J
A40 1 SEE DETAIL I
�M �LL ox 25
SHEET 76
ERI L fNN ANDERS,
if, 1: LSI � Y�­ SON
0, DR�
N r,
GPN G10ACR PROP SOIL NAIL­H­-�
L) 3 7�A TINA 1,4,W_ E RETAWING WALL WIT.
A
OF
SENSITIVE INFORMATION
h x -De 3
-Er-""tFr­i" "; �i �'
-AND
. .....
FAL51TE 6
144 E'
418FILLI�IDFLIR_ STOWE NEER F
E
GIN "CN067 VENEER NAC
10 R
323. PG NIER D11 A
5 TH N`.Acs ITH E"PAN C
T C) ""� j
T
ULATVAN
_d'
S
Not to be c ied or distributed
without 7express written
S:E DETA
'X 5 SPECIAL A�'
21_ r SPE jEjR
T L DITCH SPECIAL LATER�L
I 4'BASE DITCH
�5HSeff, 5TT SEE DETAIL 7
I (:.i. IO
25 Hill. SIDIF DR.
PN 00,040 a 2
"G G Q 0
'R. ED COGJ-a 3151, 'G 414
permission of the
City of Greensboro,
��F��4v
/jf
SHEET TT C, I/TORNO.402
SPECIAL LATEFOL
f-2 ASE CH
S2 ' DETAIL A
DE DIT
S. T
EE
to
CK,2?
RCP -III �ASQN R, �VIC
C sijito1w,
p
AND PATI'l, -1 ­Izid '
A
is"Its AN
POST 0 CABLE A NICE
hr
Ar
Zi, 11 0' .41 J) 'f
-C�
toosts
EvASH8' RN qwp,
PROF -OSED CO
Of (STO. 140.435
GRATE 434�
118, P
III FLARED
4E. -.%C P.
BERDMYOUIDIGI
C0NTu7T 0� CE,,nsyl
C71-ty of Awimun
L
F 7
--t-
'oQ
.. 3-2033
C.WTMT' 11 1 2M
RETAIN
EXIST MH
q
C. __
1_&
Lu
LLI
'ov
c_
W/wt 73-2084
COG 73-5855
vh� �
tants
soar St, 73-�g
COL4NTY , -Z. � - PROP TL-
r 1 .2. wit LLJ 4 \nNPDES
T IT. -----BZ
2 S
General Permit
C-------
-4 7err
C -IAI� EXIS
Applies
<
I__
RETAIN EXIST LF,
BZ 2
COG C" I
5L
7 . . . . . . . . . . . . . RE""
.T if I 1p: I
DISTURBED AREA
14.0 Acres
BUIL,DING
LijTB
i
CIS DISCLAIMER
8VVz
N 89L
RETAIN as"
I Pi "N
PEDESTRIAN BRIDGE 7�7'
8Z VIE, -h& ,REPLACE
PROPO!
CI(ST000.492)
Objects on this mist shoen ith a dottwil
linestyle evini, not w-yed, they swe
conipaed by photog-met,ic mstho,ls,
­9,ble on the Geognophic IM—tion
Systenn (GIS) wiftews used by the
rity oI G-ebono.
)R") I y BZ I-RETXISL
-71" END z1\
'EAR
OPE R' IES. L
Nf,
TIE TO EXIST CURB AND GUTTER
3 'i
END CONSTRUCTION
A
BZ 2
AT EXIST CONIC JOINT
TIE TO EXIST SIDEWALK
RETAIN EXIST SIDEWALK
0
- y`/ A 5'R
- POC SID.
END IZCONC SIDEWALK
TIE TO
01 D"P­
2,
CROSSWALK WITH STREErPRINT XD
PAVEMENT PATCH (SEE DETAIL
EXIST DOWNTOWN
GREENWAY
0 UIF­
SHEET T5)
6-CONC CURB RAMP AND SIDEWALK
4' CONC SIDEWALK
D
SEE SHEET C12
F8] SPECIAL LATERAL V' DITCH
(SEE DETAIL IISHEET T7)
FOR -Y6- PROFILE
M PROPOSED CONCRETE PAD
(SEE LANDSCAPE PLANS)
RFrIN qPAl PI = 54+54.00
P1 = 57+81.00 P1= 59-t82D0
DITCH GRADE LT EL = 751JO
EL = 747.42' EL = 749JO'
PERMIT DRAWING
-G2- STA 52+25 VC = /00'
VC = 60' VC = 120'
SHEET 14 OF 24
ELEV = 751.00'
DENOTES PERMANENT IMPACTS IN SURFACE
0601
WATER WITH LOSS OF WATER
PROPOSED GRADE
060
2DE
NOTES TEMPORY IMPACTS
IN SURFACE WATREAR
SS -129
060
Q.
DENOTES PERMANENT IMPACTS IN SURFACE
WATER WITHOUT LOSS OF WATER
(-)075517
C) Q
zt ;1
;z U.] T-
LLJ si - Uj
I
itw_�F
_LOC—DENOTES LIMITS OF
DISTURBED AREA
Uj ;;t �n
cq
24' RCP )-697 (-)1JJ15Z
4.07 ------
C,
O
(or 1z:
..........
(+)0.83
--------------- ------
- - - - - -
----- --- -------------------------- ---- : :
---- -------• : -EXISTING GROUND
--------- 15 DIP
LJW ---- ------
- : .
SEE SHEET C17 FOR
CROSS PIPE PROFUS
--------------------
744.2WOEND SPECIAL
---------------- ...........
DITCH
H I --------------
---------------- PD -G2- STA 58+85
EXIST 24' I?Cp 7 91' ----- ELEV is 746,63
---------
PRELIMINARY DESIGN
DO NOT USE FOR
STA 56+50
ELEV = 74674
- ----- 74a75 ---------
END SPECIAL --- ---------- GIN SPECIAL
CONSTRUCTION
DITCH PI (LTJ
DITCH GRADE LT
-G2- STA 55+00
-G2- STA 57+60 -G2- STA 58+00 -------
ELEV = 74910
ELEV = 74420 ELEV = 74525
This document, together with the concepts one designs
PREPARED IN THE OFFICE OF:
REVISIONS I TYPEA CONTRACT 1CONTRACTOR1
AS -BUILT JAUTH. GATE BENCH FJOEI NO, P -05645 -04/P -05644A-04
CITY OF GREENSBORO
ROADWAY
DESIGNED Y CMK
11 B
presented herein, .s on instrument of service. I. intended only
for the specific p.,p.se and client for which it ... prepared.
R- of "d ;-P11p.r reliance this document without written
F CLES-F -
NO O.N L- -1
'EH'.='I'­� ... I"
Kim I le Horn ,,c,,'N'E
ENGINEERING DIVISION
SEWER jgEil�A�l Ell 13Y CMK
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
WATER
E BY ,IMM
6
C6 OF C1 1
aamari:aRALE.
.on and odopt;.. by Ki:'.y-H.,n and ftsocicrtes, Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
—
A&Y GREENWAY
SIDEWALK 2015-003 ISCALE, OZI: 1-30 VERT: 1 -3'

O)
CONTRACT SHEET
OF
END CONSTOgI
-G2- POC S(d.62+1597
/ /
�/ /
SENSITIVE INFORMATION
Not to be CapiaE or distributeduled
RETAIN
RETAI
�- / /
,L,�
/NQ�11N
without the express written
EXISTTIE'PpA�QpPOSED`LDOG COG CI
MX (STD. N0. 400LMT0 RETAIN
EXIST IS'RLP BEH1NO ,. EXIST NN -
RETAINING WALL 4
l PROP SOIL NAIL RETAIN CI
/ I/ /
/ / �%(Itii- ° T E I ER /
e // / / / ? 1 =t �t dFa t. ST. /
f
f ��- ""N S1/�
>y;, tip
-9O
N
99
permission of the
city of Greensboro.
D
RETAIN/AG WALL
Lo
�~ Q
N 5 I f CI'
'14 E 1
<
lEL MARK E �t..
JL
GEN
Y 4�
/``
I LOO
(
_--^� �
❑ I( I i
\�
l C'Y :�� c / /
6
TGG F1•.
/�
T� 7
L®OR9 YOIJ DIG)
y �
- _ _ - ❑
1
GP
_ - - �` \ \
_
� ��
� �"
U
PERMIT DRAWING
OOtI7wCt O>e --AILLt�rrnx
Cm of roc
oUPrt a -- 2 u n ��� `_ - -- - : _'= SHEET 24
`
"�j ❑
ATAFACELOF Cl/RB 6
10 �'--
_ _
_� _ -
/ // _ _ �- J
' - -
/ // -
Q /
--
TOE PROTECTION
55 TONS CLASS 'B' RIP RAP
60 SY GFD
SEE DETAIL 2
W
W
Z
15 OF
L ue.+ts
COG Wter ]3-2033
COOT Tree 13-zAos
pp
t6
P-oPas o coc
-
CI ISTD NO. 402) RETAIN .
/ //
/ PROP INTERSECTION IMPROVEMENTS
.j (SEE SHEET 7A FOR REFERENCE)
$ / //
(BYGTIE-1
SHEET TT
,r� rF/M
W
W
DENOTES PERMANENT IMPACTS IN SURFACE
WATER WITH LOSS OF WATER
coG/GuuI n-zoe.
coo . r T3-2084
Q.-,v-s.-.
IB'RCA
5 RCP_
- 18 RCP nT- 2 P'-CCgC I
/ /
AGb
g
RETAIN
SYSTEM / i' Lo
t0
g
-"
.lD...�IOp
g
DENOTES TEMPORARY
IN SURFACE WATER IMPACTS
raaT 240
..-.
BZ 2- _-
/_U
-
- '
--BZ 2 -
® ACTS IN SURFACENPDES
WATER WITHOUTDENOTES NENT LOSSIOF WATER
�`'�...
it -.
F 8
_
L - 1 /
-
Loo
,. •,� LOD
-LU) D l�B'1.
L�-f----- f -_ -
w0 f------ __ _
LOD
- -- -
-1
�
-LOD—DENOTES LIMITS OF
General PerrTllt
_- BZ \
RETAIMH
Ln
_ __ UL I BZ 1—
C6G -C---------
_--.�-F--'-
_ -
-_r
BZ 1 -
- BZ
I
DISTURBED AREA
Applies
COG
E
I F--
G3-
I ( TYP N 4 r W I
t
(
DISTURBED AREA =
rB
I
—.f
,'I / �-F'-- �- •'--'f"- es -r.'^F-
- --
i
CURB
14.0 Acres
I
5 ------------------ I I
u
GIS DISCLAIMER
im
I
Obpcb Me dotted
�\
i:Loo
AI
•' • LOD
II I
LOD
LOD LOU LOD
LOD
m ince then web o
XnrtyA sen nW vw).0, they wRe
-
.,,��
_---X �0 1 1
-�c�C`"'----- •`",
PROP GREE. (BY OTHERS)
ISEE SHEET 7A FOR REFEREACEI
e.eib m
abY the -Ceopr.p>tk blwrnettwl
s/st.n (as) .onG..ne«ed q Me
_
BZ 1� --
---� BZ 1�
BZ-I� -----....
-- - -----�
Gl of o.
..::.,�,F
i sc'`
r
i1
❑l TIE TO EXIST CURB AND Cl/JTER
f
i 1 1 BIBZ ? J
"'---2 BZ 2
2-_------�� BZ 2 BZ 7 - -- ---
"` -------_r_� j - - --
IN N R TI N. 1
d
.�_ ..-__-.. ' _. _ _
AT EXIST CM VAT
P TIE TO EXIST SIDEWALK
_ Z
l
I
11 15+00
-_ _ _
_
-
❑3 RETAIN EXIST SIDEWALK
TIE TO GREE BY OTHERS WII
% (1
�
_ - _
' -
❑1 WITH STREETPR/NT XD
f
i 1 c.
CROSSWALK
❑5 PAVEMENT PATCH (SEE DETAIL
N21 (
11
fi'
- n I^`. ENUV
SHEET T5)
_ .- ,p,D
SEE INTERSECTION DETAIL
© 6CONC CURB RAMP AND SIDEWALK
SHEET INT5 FOR
ADDITIONAL INFORMATION
❑7 r CONC SIDEWALK
1 \� \\`•....
SEE SHEET Cl7 FOR
® SPECIAL LATERA. VDTTCH
(SEE DETAIL I/SHEET TV
CROSS P/PE PROFI[FS
0 PROPOSED CONCRETE PAD
ISEE LANDSCAPE PLANS)
Pl - 61+30.00
EL = 747.49'
VC = 80'
ss -106
PI = 66+1072 PI = 66+50.00
EL = 746B7' EL = 745.02'
070
VC = za VC = 40'
PROPOSED GRADE
070 i 070
BEGIN GRADE
TIE TO UFEFN_W_;U'
�' W k
(BY OTHERS)
PI = 69+34.00
3
-G3- STA 66+0072
EL = 744J6'
i (
ELEV = 746G8'
VC = 4a
(-1/0863%
(+283 - -
PROPOSED
GRADE
-_ --;: -
(+01
7 55-I37
Ss- fig
-
/
\
(-X03028%
(+103131%
EXISTING GROUND
o t, END GRADE
_
E)
�`
_
I I 24S
74372 �� Ili
(BY OTHERS)---------__
_ - -
- _ _ II
'.II
-G2- STA 6/+76DI
----- - - - - --
---
- ELEV = 747,89
4 ''--
BEGIN SPECIAL
7411S::
DITCH GRADE LT
_
--__
---__I,�_ ----------------------------------------------
�,I�
---------------------
EXISTING GROUND � � -G3- STA 69+75
__________ ELEV = 741.42
PRELIMINARY DESIGN
cROssAvc
EAW z4• RI
----------------
DO NOT USE FOR
NL'R - -
�,�
-
EXIS
EXIST 24' RCP
cOCONSTRUCTIONz.•
CRI SSIAG
_ , /NV 7!9.91
-
INV 757.60
PREPARED IN THE DFFKE OF,
REVISIONS TYPE
CONTRACT ONTRACTOR
AS -BUILT UTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-0
CITY OF GREENSBORO
preThis dxument, together with the -nit. e er and deigns
far thit.a hereto, ren land dint of eah;.h is intended enly
ler the f and ; prap.e and a nt for which it wee prepared-
Reyes Of and Improper reliance on the dxument l
ZI FAYET�EVIl1E ST.. SUREfi00
Kimley*Horn ;D �ENGEeF�,�
PALEK;N N 2r 1
ENGINEERING DIVISION
ROADWAY DESIGNED BY cNK
SEVER DETAILED BY CNK
DOWNTOWN GREENWAY PHASE 4 dL
'
MATER
[NECKED
Br JNN
oc;ot Im.n
owhor::oven ,IID edeption q amNly-Hwn and M>ariotn, Ix.
)6_=DGNA
PHONE: Ie,elen-z�
ABLY GREENWAY
2015-003ISCALE:
Nazi:
1--30'YERT: t'•3'
Copyright Kimley-Horn and Associates, Inc., 2018
©p1BISTQFWALK

N
a
3
d
d
c�
0
3
0
9
ro
m
O
N
0
3
a
Of
CONTRACT SHEET
OF
END CONSTRUCTI N
�
�// �
-G2- POC StG.62+1597 \\ 1
q /
SENSITIVE INFORMATION
Not to be distributed
RETAIN
,' / /��
copied or
\
EXIST
TIERROPOSEd�COG COG p
without the express written
Permission of the
. MH i5 . N0. 40 INTO RETAIN
EXIST 15' RCP BEH)Np
// / / t 5
,: );'Jr _
'
Cil Y of Greensboro.
RETAINING WALL - EX/ST MH
e: / // /
8
PROP SOIL NAIL RETAIN CI
a
RETAINING WALL S2 0°
tooQ—
t ,
�
,
t
T 7 1
SITE i
BBI0R6YOUDIGI
`DN` :.
h
G%v TL 3
_\%y/[`/-Sl
l/ /I _- _ T� _ _ -
PERMIT DRAWING
((1
Z
PROPGUARAIL O c*G
AT FACE OF CURB
g i ' - - - - _- _ J _ TaE PROTECTION UJ
=- - - - _ - - 655 0 TONS CLASS 'B' RIP RAP T i
SHEET 16 OF 24
cdYor round
Loc ueets
cmc wetar a
X$
p
b
PRQPOSEf) COG
SEE DETAIL 2`
V PROP INTERSECTION IMPROVEMENTS (BY OTHERS) SHEET IT
'�'`L� / // )SEE SHEET 7a FOR REFERENCE)
® DENOTES PERMANENT IMPACTS IN SURFACE
WATER WITH LOSS OF WATER
soar Trae 7i z?so0e
cos/wur r3-zaee
t61`-"- -�-SIfSTD
-_
N0.402t aETeiv
-:s
6 W
ET
ca vac r ra-sass
le— r
_
ti 15 RCP-uS
y "-.�..-._......._._ _ IP
_ vt
8
IMPACTS
l;aor zssB
sz r3-
NPDES
1 _ "2'b' SYSTEM / i 1J/ 1p=-.,---'----'S5 < _,,,_ .: IN SURFACE
= Ir RCP- q CEG I - - -I-
9-
BZ 2 - DENOTES PERMANENT IMPACTS IN SURFACE
Sj
-
// --" ---- - -
® WATER WITHOUT LOSS OF WATER
/�
Permit
RETatN ;,loD too LooI�I _
General
j
' -
h / B14
_-�
�// I �- 1Op- loo Loo S-E� _ _-- f ---f- `-f __ _ _
BZ-T-- BZ 1 BZ 1 BZ 1 �-
CEG _ -_ _C------- E _____'F___-__E_______ -G3-
LOD DENOTES LIMITS OF
DISTURBED AREA
Applies
+
rrz+ if i
N
Q 1 TYP 4 w
l
rB
aRe
.RETAIN
w
i , F /` ---rt— —F-- / / /
DISTURBED AREA =
14.0 Acres
lo,
/ / / /, / / �/ /' ' ' ' % %
/
GIS DISCLAIMER
:-:., - x ..� -
< ,{5 ., I I I
IM OD loo too loo too loo `
Objects on m on tomoo r�o.n ..a aortae
li-tye vtied. they ser.
PROP GREENWAY (BY OTHERS)
(SEE SHEET 7A FOR REFERENCE)
byanotogwmeVkmothoa
mieaidaa m the CwrgrophInlemelon
SHten (GIS) soneore esI by the
.,T
'PN . C,,_'C
City or Ove st-
❑I TIE TO EXIST CURB AND GUTTER
-BZ 2
BZ 2 _ _. 1 1 1 ��
I)\ �._— BZ 2— -'- BZ 2----� BZ 2
BEGINCONSTRUC
AT EXIST CONC JOINT
(l -G3- POT�la.66+00 2 z1 t
TIE I CR££ BYOTHERS 1
it 15+00
❑z TIE TO EXIST SIDEWALK
❑J RETAIN EXIST SIDEWALKt+
Wt
f
❑4 CROSSWALK WITH STREETPRINT XD
- 1
_
❑ PNEMENT PATCH (SEE DETAIL
tI
SHEET TSI
�t t
�1
SEE INTERSECTION DETAIL
© 6'L'ONC CURB RAMP AND SIDEWALK
t,lt 1
1+
tt
SHEET INT5 FOR
4'CONC SIDEWALK
t
ADDITIONAL INFORMATION
B] SPECIAL LATERAL Y'ATCH
1
1 \�
SEE SHEET Cl7 FOR
(SEE DETAIL 1/SHEET T7)
0 PROPOSED CONCRETE PAD
CROSS PIPE PROFILES
(SEE LANDSCAPE PLANS)
PI = 6/+30.00
EL = 747.49'
VC = 80'
SS-138
PI = 66+1072 PI = 66+50110
EL = 7468/' EL = 745.02'
070
VC = 20' VC = 40'
PROPOSED GRADE
070 070
BEGIN GRADE
TIE TO GREENWAY
k
(BY OTHERS)
PIA= 69+34.00
i v W
-G3- STA 66+00.72
EL = 744J6'
v v w 3 '
ELEV = 74668
VC = 40
(-)ID8637
F W �^ (+)0.8283%
,
Q. (nPROPOSED
C I v
GRADE
(+)19xc Do, SS-137
�SS-139
_It
` (-)03028%
(+)0,3131%
EXISTING GROUND
a �, END GRADE
.
_ ,
'----------'--
743f2 (BY OTHERS)
eo-'
----
-- ---_ _ ^
-G2- STA 61+76.01
` - - - - - - - - - -- - -
- - -
- ELEV = 747.89
7ga5"
BEGIN SPECIAL
DITCH GRADE LT
YCp
----___;'
,��_________________________________________
EXISTING GROUND -G3- STA 69+75
___________�i ELEV 74-42
____________________RCP
PRELIMINARY DESIGN
- - - -
- - - -
CRO55/NG
EX/ST 2<' RCP
' '
i
DO NOT USE FOR
24 - VCP
- -
EXIST 2t-
CONSTRUCTION
CROSSINc NV 7J9.91
=a - 1+4 74_
--------------------s---------------------
_ _
1Nv 7J760
Thr, dooemant, together with me concepts end designs
PREPARED IN THE OFFICE or:
REVISIONS TYPE CONTRACT ONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO. P-05645-04/P-05544A-04
CITY OF GREENSBORO
ROADWAY DESIGNED
BY CMK
Presented hereto, os on Diltrement m ,enI i, intended only
ter the 1orespecific pi per ent%o which rt t Prepared.
Ree,. Cir ons an enr, document .about .riven
improoperrelianceE
E>N EViue r surrEsoo
Kim ey>>> Horn � IGI NDR-0,z
T„IARo INA „so,
ENGINEERING DIVISION
SEVER DETAILED BY cNK
DOWNTOWN GREENWAY PHASE 4 &
SHEET NO.
WATER CHECKED
BY JWN
C7 OF C1
eulhoRzotian and do tion Kiml Hern and Asaociotes. Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
On'.SIDEWALK
q&Y GREENWAY
2015-003 SCALE: Hdit:
1-30 VERT- t'-7'

m
U5. /
CONTRACT SHEET
BrlolN P5TSStoU�i2+82G
of
PERMIT DRAWING
-
SHEET 17 OF 24
END MILLING S, RESURFACING
SENSITIVE INFORMATION
Not to be copied or distributed
IB• RCP -11
REMOVE AND REPLACE � TIE TO BENJAMIN PARKWAY
EXIST CIWITH EXIST COG Cl ����"�. SIDEWALK (By OTHERS)
® DENOTES PERMANENT IMPACTS IN SURFACE (STD. NO. 402) 'Y PRIOPOS� COG `
WATER WITH LOSS OF WATER
PROPOSED COGS
CI(ST -iaq 4021
PROP 295'ORNEWAT
without the express written
DENOTES TEMPORARY IMPACTS
®
Cl ISTD N0.4021
-r
`
O
D$y�E 0.�AE(IbTiI H F 1pernniviii,"
*1 119
IN SURFACE WATER
IB' RCP -III
�2
o
I SHEETT6 8i?
City of Greensboro.
18' RCP -III
'
of I+rsr
® DENOTES PERMANENT IMPACTS IN SURFACE REMOVE AND REPLACE N t b.
WATER WITHOUT LOSS OF WATER EXIST CI WITH ADJUST MH FLUSH WITH PROP ASP ALT
EXIST COG CI
CONSTRUCT ASPHALT AROUND MH
yii„^V.o
-LOO- DENOTES LIMITS OF
(S7D.NO.402)
V (?'MINIMUM)
& o
DISTURBED AREA
-
Y 4
REMOVE FREE FLOP RIGHT TURN E
777yyyy _$
SIGNAL MODIFICATION
RETAIN EXIST COG DI (SEE SIGNAL PLANS)
:r.
PROPOSED COG
Hmo9H YOU DIG)
RETAIN EXIST 18' RCP
d CI ISTD. N0. 402)
`
cor+rAcl'oNs-c'au. crmrlwt
SITE 8
L ZB
TIE PROPpSED COC
__ s IS' RCP -III
CIN
"'-- CI (STD. N0. 402)WTO
�•'-"`-'•� - '` `-- .- EXIS,IlNG IB' PIPE
❑1
PROPOSED COG OI
(STD. N0. 475 GRATE 434)
of round
Lx I uesh
SPECIAL LATERAL 'V' DITCH
1 9 T4N.0 TAIN EXIST -
'
ADJUST
:
o
cm user ]3-2033
SEE DETAIL I
_._.-_- _?q•R
----..- --- - �P RCP
' j
° WATER VALVE
Door trar ]3-z6o6
ea/01,t1e ]3=4
SHEET T6
..,
,:/ _ .-_;
]3 -sass
eae use'a
BEGIN CONSTRUCTION-
$
R PROPOSED COG
coo;aas r ]3-2569
_
.„.r - .,�._,
-YII- POT StO /0 10 _
,_.RETAIN is
-,
'
�`pl(STD. N0.435
7
LR F2 341
NPDES
BEGIN MULLING & RESURFACING '
P P BRIDGE SggtTF N - `= �`\ l ----_Fc�pI `}, CD LET PROTECT N
R L lTyPl Sj N ;- �- _ L$ 8 RIP RAP U
r
m RETAIN EXIST LDI
/\
/ ..
•, 6 SGGGGGGY,FD
General Permit
OG Cl
6
I
.,Dpfi W
`
W too ;. ,. DO.
r.00 o _.. cc
,
...
--
F ...RCP
Applies
�'3- -
______--E________E___ Q ______
- -
r�k
_ {t, 'M 4k w .�p IB'RCP III
_ h r., ., '-O _P 4 ED COG
* CID:140-4021
©
RE GIVE CI -IV
& RCP ul
® Q
'
W ❑e O
m I
N a� =-. 'E''' p ©
G�
b
a W
-B❑�',. f too' OEP m o
18'RCP
DISTURBED AREA =
I
-,'•e.__
L '�C„_ _t;
14.0 Acres
/ �i--
N ©
rQ
f to to
6'E
aI Q I I 'a N
-f-
, e
/zr 4 F-- B c
aC ' - - - ..... d
/�
GISInDISCLAIMER
--
❑5
�B�ARpy
s r ❑s
_ a
abject on 1aal.d
lileeto, w• not w,rwrwd, tn•r w•
omp cegromm
Aid by pholoII nothoft
/aP
_ \
pHOP AN F_ _ _N_ _ {"" goo
'
s) o N - p_
6
❑PPoaosED
t' 1ST
IB' RCP 114
?' I
,) p rs C&D
owroa• w the CIullonnotlon
Syalam (a9) aollwor• u••0 by the
Ierel
City of Groe
i C -
too
`+.� _ 4027
--'too
PROPOS
COG CI 2
❑i TIE TO EX15T CURB AND GUTTER
AT EXIST CONC JOINT
2 i
I .-
. - - , / - - - .7. NO 4 2i U
❑2 TIE TO EX15T SIDEWALK
U I\
F W" top
��
m
A�
~ � - _
'
1,
- - - - I- c =T..': SPECIAL LATERAL -V-,PITCH - ZE
�
❑J RETAIN EXIST SIDEWALK
I U too
(STD.
_ - Etlf; `CI (STD. N0. 402) v --` "
-- -
RE STRUCTURE I SURE PLAN51 eOT
S
1 i S
ADJUST EXIT
tl_ -{- °-
31NL.1 ..
T i '- - ' .L
..� a -ABANDON �
- �-
❑Q CROSSWALK WITH 5TR£fTPRINT XD
❑5 PAVEMENT PATCH (SEE DETAIL
SHEET T51
IN l N INSURE CURB _ -.-
\ TO DRAW, AaAN `- - -
�-_"S.DG
REMOVE-. -1
- '---.. IB' RLP ID
TIE INTO
----
- to. 11+(�,DQ .. .-- _
m REMOVE AND ;.._ Y-_---,�-
- '-
-X ..... iK, 1
OR/,pE TO DRAIN
.. E%IST
PROPOSED C&j i9 COC MH
© 6`CONC CURB RAMP AND SIDEWALK
7 1'CUVC SIDEWALK
❑
BZ 1-
\`'NYD99-Y /POjCS1a
Vl 1 LRESU(R9CYM8
a REPLACE IS'
TO DRAW TO CI
- ...,- .- . - ISTD. NO. 4021
X~� �'--� _,
©SPECIAL LATERAL YDITCH
(SEE DETAIL I/SHEET 7`71
BZ 2
o'
PI = 70+3360 PROP PEDESTRIAN BOARDWALK
PI = 72+80,00 PI = 73+52,00
oa19
END SPECIAL 76+38.00.90
EL
EL = 744.47' AND BRIDGE. RETAIN EXISTING
EL = 7446(Y EL = 74637'
080
DITCH GRADE RT EL = =
VC = 50
VC = 40' RAILROAD INTERIOR BENTS.
(SEE STRUCTURES PLANS)
oe0
VC = 40' VC = 20'
W
VC = ny
-G3- STA 77+25
END PEDESTRIAN
Q n
ELEV - 74/ 0 1
BRIDGE
U^
0817
Q-
Q U?
0816
PI = 77+28.00
-G3- STA 72+3365
ELEV = 74464
x
VC
N
=7Y
k
PROPOSED GRADE x i
c� o
N N^ W
aP m
a
T� ��
Q-
55-110
+)0.9643%
ss -148 - - .
a
a%nv ��°��
I,)? F.55-148, -
8% �L 7 -
- m (+)),0000%
- -
Y f+107211%
/3p5 �tn�
(+)03/31% (+)020417
f-10.0964% -
� �
-
(+)ZJ4��
- - - SS-II1� - - - - - L I�BEGIN
IL-LRIAN
BEGIN GRADE
TlE TO PROP CURB
EXIST 4.5` CIP
•�` TOP 742.27 7
g� SSP ---
- _
DITCH PI (LTJ I
C4- STA 71+5Q;
-...........E - 7385/
T+J/j
-.
BRIDGE I EXISTING GROUND -G3- STA 75+7800
-G3- STA 7/+8/02 I END GRADE ; ; ELEV = 74526'
74190
ELEV = 744.70 I TIE TO PROP CURB RAM ;
END PEDESTRIAN -G3- STA 74+/36/ END GRADE
BEGIN PEDESTRIAN I TlE TO PROP URB RAMP
BEGIN
��P -
° IA2
7415/ _
EXIST 24- CIP
0821---T0-P-774-0-.-,9J--
(+)IAO% DB2 TOP 740.9
EXIST 4.5' cIP
•r I- - . _ - _
/y t
BOARDWALK BOARDWALK ELEV = 7455Y ;, F4sT ] . -G3-
-G3- STA 72+59.44 ; ; - - D rrP
-G3- STA 7/+55.48 /
ELEV = 74462 Y - - - - - - - - - - EL_EV
STA 75+00,00
745,$2' _ _ _ _ _ _ _ _ _
TOP 7127c
r - II
TOP 7J9.JJ I P
SEE INTERSECTION DETAIL
- - - - - - - I - (AS,
" - - - - - - - - - - - - -
ELEV - 744.72 1 �'a RETAIN
/e
SHEET INT6 FOR
- I
___11
�-`=--- `I
_
/ ;; 18 ACP
� 14Y
HPIfRT
ADDITIONAL INFORMATION
II t / - ___________________________
nI-G3
EX/5T ?4'RCP I I i ---- ------------------73728
'•y76a6
f?
STA 76+50
- - 737 D0 0 P
SEE SHEET Cl7 FOR
I I
-CROSS
1 7J6s4
` RETNW
ELEV - 74086 /o
7J�5 7Jss4
PIPE PROFILES
------- a I
_ -
1 z< -_- 10- VCP
PIP DATA
E HYDRAULIC D
54 RGP M1
1 f cRasslNc
STA 77+37 -G3- BEGIN SPECIAL
EXIST
-GJ- 74+42.61
1 I INV 716.88
15'RCP-IV
DESIGN DISCHARGE 45 CFS DITCH GRADE LT
1 / BEGIN GRADE
BEGIN SPECIAL
DESIGN FREOUENCY = l0 YRS -G3- STA 77+50
54' RCP
t 1 73JJ7 TIE TO PROP CURB RAMP
DITCH GRADE RT
SIGN HW = FT ELEV = 74211
PRELIMINARY DESIGN
CRO55/NC
-G3- STA 74+72.00
1
-G3- STA 76+00
4.9
BASE DISCHARGE 43 CFS
-GJ- 71+27.16
/
ELEV = 74565'
ELEV = 743,08
FREOURGE -
BASE FREQUENCY = 25 YRS
DO NOT USE FOR
1Hv 714 167
END SPECIAL
-
BASE HW ELEVATION = 7435 FT
CONSTRUCTION
DITCH GRADE LT
OVERTOPPING DISCHARGE = NA CFS
-G3- STA 7I+60
OVERTOPPING FREOUENI NA YRS
ELEV = 73786
OVERTOPPING ELEVATION = NA FT
This d -mens, together with me concepts and deslgne
PREPARED IN THE DFIICE Or:
REVISIONS TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ROADWAY
DESIGNED By CMK
presented herein, as an Inatrament ar sem". Is intended only
lar the Ord.; parp., end alit for .hick it was prepared.
Reuse d ons improper rehona• on min document .ithout written
■
�tE,cEmoarH cae SIDE-
Kim ey>>> Horn �t�AEN=EI-0,D=
ENGINEERING DIVISION
SEWER SEVER DETAILED By CMK
DOWNTOWN GREEN WAY PHASE 4 &
SHEET N0.
RATER
CHECKED BY JINN
O
CU OF C�
emh.4-ton ono adoption by Wil,II -Horn old Associotea, Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
OroNE1rOoo^
©�0'e
A&Y GREEN WAY
SIDEWALK 2015-003
SCALE: HozT: 1--30*1E.T: 1 -3

F.0
4
/ I
CONTRACT SHEET
BEGIN CONSTRUCTION
of
PERMIT DRAWING
Por
-YISHEET
_
18 OF 24
RESURta FACING END YIWAG & R£SURFM/NG
END MI
SENSITIVE INFORMATION
Not to be copied distributed
C
IB• RCP -D
REMOVE AND REPLACE TIE TO BENJAMIN PARKWAY
EXIST CI WITH EXIST COG CI SIDEWALK (BY OTHERS)
ISTD. N0. 4021
® DENOTES PERMANENT IMPACTS IN SURFACE '1' PROPO
WATER WITH LOSS OF WATER
PROPOSED COG
ptSTL1*,-N5d�402TIlk,
_
PROP NEWAY ti \
��
withwt the x e 5 written
DENOTES TEMPORARY IMPACTS
CI ISTD. N0. 4021
a.5E
kkACE / E(WI FD S
�5 498L8
ermi55ion of the
p ion of
® IN SURFACE WATER
18' RCP -III
/
2-
/ c SHEET T6
City of Greensboro.
18' RCP -Ip
oaA l4IST
TY �I••
®DENOTES PERMANENT IMPACTS IN SURFACE REMOVE AND REPLACE :' r 4r _
WATER WITHOUT LOSS OF WATER EXIST CI WITH ADJUST MH FLYSH WITH PROP ASP ALT
EXIST COC CI
(STD.
CONSTRUCT ASPHALT AROUND MH
1,f of\LI
—LOD— DENOTES LIMITS OF
N0. 4021
(2'YINIYUM)UYI
DISTURBED AREA
4-
� -
REMOVE FREE FLOW RM.Ilf TURN
SIGNAL AVOIF,CATRJN
/a
RETAIN EXIST COG DI (SEE SIGNAL PLANSJ
ti
PROPOSED COG
roH,1,K5CT 11!°�
.....
RETAIN EXIST 18' RCP
- .
._ CI (STO. NO. 4021
1-900-A3z-t9.9
SITE 8
z 7%
TIE P 10PPPppp SED COC
PNpqQQQ.��.'II
^� --
15* RCP -111
'S
CWy of round
�' '------_,.�
CI (STDs WT0
�,171
/ PROPOSED COG DI
(STD. NO. 435 GRATE 434)
L I L
SPECIAL LATERAL 'V' DITCH
SEE DETAIL I
"-': `_-----
19
L .. -'
F7S{SI)NG PB'E
TAW E%1ST
RCP
- Y
%/y�,,
�.
t ADJUST
NATER VALVE
000 We T3-2(133
taaT trar T3-25oe
COG Out y3-zoe.
SHEET T6
-
`"'v .: _.'-! - _� t
r
-- ,
000 We n -sass
` r
BEGIN CONSTRUCTION- _
` 4
>(A
PROP05EU CDG
f DI�tSTD. NM 435.
aoOe
y3-111
-Yll POT SID.10+7/,00 ., r
'.
, %
` AT 4341
r
NP ES
D
P BRIDGE BEGIN MILLING & RESURFACING r _ . '' I _ o ._ - _. _.
RL _: \"�--. _+ _\ -'--eto 0 LIP -,
-\ .- ."'{- �._ \.r '--__ -. TM ,. CL S B RPT RAP U
m r-� SFD
RETAIN EXIST CFoI
"
/ 6 ` -
6 SY
IOo W
General Permit
m
Loo
OG CI
- ,rUj
Applies
W ______
o
'/•
'�ppO4 Ei-PROPOSEDISD �G
Clo1!%Z.02'1
G�
. RCP-LV_
&5Rf CP'�-
l—a Ww
DISTURBED AREA
W ®
pI ©
-_f"_
f❑6
.8.RC-li
d F"
-_
14.0 Acres
IBz
8 Typ
1�
.o°\OEPm�
Y. - __
LOD E)
- -
X f
5
8 I ' >Z R , I 'd o e �/ -� ,f �- g D
0r.n\Y.
_•I 4
..
Ob�GISthDISCLAIMERis Ieatl�
�.wya m•y
I
P-
�B&AROW AN `-F_ _ _ P_ _ _N_ _ --'`oo \
yy��PP lt.Y,E �� o - ~
P 51
p_
6
❑ PROPOSED
L CI
p� i Ia' RCP -ILL 1
p to
� 2'-EC&G I
_. at w•
c anpsed by Oh*N g7 m•Vk m•thoM.
a Sy to on S) c•ogrophK 1.1-11a,
IN bn
ya •m (os) •onwv •••d by m.
City or o-..,aaro.
_
G_
/S
402)
PROPOS
0J TIE EXIST AND CUTTER
COG CI
NO 4021 N
� - � � �. / �
\
_ _ - _ i
x
U2❑
XI
AT EXIST COAL .A7/N(
JOINT
TIE TO
i
1p
m
iWL..LAJLERAt=sV'.,�iuLy. tp
EXIST SIDEWALK
❑J❑ RETAIN EXIST SIDEWALK
Q F t
r
RE E EXIST
REM0ICF-AN6REPLACE - --
-' -`
I
4 CROSSWALK WITH STREETPRINT XD
I oo
T D
BR E TRESTLE
- -I NO. 4021
-'
ADJUST EXIST Sl
_
ETT - c-ABAI()ON -
5❑ PAVEMENT PATCH (SEE DETAIL
(SE STRUCTURE PLANS)
IN TI N ENSURE CURB _ ..------tl
-' --
-__ `- - --.."'�..�, IB• RCP 0 _
SHEET T5)
�.....-=-"....
.-
_
-Y9- POC 10. I1+68.00 TO DRAW. A1/Ai "' -
- -. X ---x
VE _' -
- - SC --,
`:- GRADE W TIE INTO
_',TIG�tjy_. _ EXIST
© 6' CONIC CURB RAMP AND SIDEWALK
t
m
RESU IAG
-,
;...X _
ENSURE Cf - t --_,-,_k
�ftOPED& _Y5 _ COG MH
-`" -,_- ISTD. NO 4021
7 fLTMC SIDEWALK
❑
❑B SPECIAL LATERAL YD/TCN
— B7
REPC4 E BDRCP-Y
TO DRAW TO CI
k -.y, •.,
)SEE DETAIL I/SHEET T7)
B2 2
ba
Pl = 70+33.00 PROP PEDESTRIAN BOARDWALK
PI = 72+80.00 Pl = 73+52.00
oe19
END SPECIAL EL=7746bY
EL = 744.47' AND BRIDGE.RETAIN EXISTING
EL = 74460' EL
= 74637'
oeo
080
EPI L =77458
DITCH GRADE RT VC = VC = 50
VC = 40' RAILROAD INTERIOR BENTS.
(SEE STRUCTURES PLANS)
VC = 40' VC
= 20'
-
-G3- STA 77+25
END PEDESTRIAN
< o
74l
ELEV - 0815
BRIDGE
a
O �' p. v v
oat T 0816 Pl = 77+28.00
STA 365
x
o w C
IQ EL = 74471'
ELEV 74464
w
>c VC = 60'
PROPOSED GRADE
2
tt� OO
2�
SS -140
m (+)09643%
ss -148 , - .
¢ Ln�
ZZ
o v o a Ln
(+)24583G
/ _
8%
- - m ` _ (+)1D(000�
429% Y!i (+107211%
(+)03131% (+)020417
(-)OD%47
�� - \ - -
(+)2J 4$4Si -
-
SS -14 r
BEGIN PEDESTRIAN 1
BEGIN GRADE
77 TIE TO PROP CURB Tr
EXIST 4.5- CAP
TDP 742.27 -
p� Ar RCP 5CP _.
- _
DITCH PI (LT) I
--q4- STA 7/+5Q
-' E14V = 7385/ �
-' ...... I+1/
- ..
BRIDGE I EXISTING GROUND
-G3- STA 7/+81.02 1
ELEV = 744,70' I
END PEDESTRIAN
BEGIN PEDESTRIAN I
-G3-
END GRADE ELEV
TIE TO PROP CURB RAMP, END
-G3- STA 74+13.61 I+ TIE TO
STA 75+78,00
= 74526' 7aso
GRADE
PROP CURB RAMP
o 14X IJ9%
74Iy _
EX/ST 24" CAP
"_ ' _(+)1.00% 082 oaz TOP 740.9J
EXIST 4-5CIP
-�
-..-
BOARD.
-_
ELEV - 7455/' ';'�F�s7
FOP 739.T4
' ..-., -'�� ��� 4,S,f!
1 1 _
--------------------------I' ^
_ A 72+59.44
ELEV 744.72'5.48 i J- STA 72+'
' ' wp
1p• RETAIN LEV
_ini -
STA4 ��_"
EXIST+
XI T712' IP /B'RCP
,' i TOP
O1py
SEE INTERSECTION DETAIL
HEET INT6 FOR
SADDITIONAL
��-�=-- � �
/
_-�'� 18RCP
DITCH PI (RT)
INFORMATION
t
EXIST 24'RCp
1
____ ___________________"____
;yam
73728
G3 STA 76+507
-- 737,00
_ _ "
\
1
''--'- _
73661
�ztP
ELEV 74086 1�d
77585 77551
SEE SHEET Cl7 FOR
CROSS PIPE PROFILES
--- -- _
r-- ,I
1
_- r0- VCP
PIPE HYDRAULIC DATA
RCP' 1
I 1
CROSSING
sr
'RCP G3- BEGIN SPECIAL
Ez15 T 54�
t r
-GJ- 74+4z6r
IA'(' 73886
1
l5'RCP-N
DESIGN DISCHARGE = 45 CFS DITCH GRADE LT
t 1
BEGIN GRADE
BEGIN SPECIAL
DESIGN FREQUENCY = IO YRS -G3- STA 77+50
54- RCP
t / 733J7
TIE TO PROP CURB RAMP
DITCH GRADE RT
DESIGN HW ELEVATION - 743.4 FT ELEV = 742J1
PRELIMINARY DESIGN
cRos we
t
-G3- STA 74+72,00
-G3- STA 76+00
DISCHARGE = 49 CFS
-CJ- 71+27-16
IBASE
ELEV = 745.65'
ELEV = 743D8
BASE FREQUENCY = 25 YRS
O NOT USE OR
DCONSTRUCTION
INV 734.167
END SPECIAL
t - - I
- -
BASE FAY ELEVATION = 7435 FT
DITCH GRADE LT
OVERTOPPING DISCHARGE = NA CFS
-G3- STA 7/+60
OVERTOPPING FREQUENCY= NA YRS
ELEV = 73786
OVERTOPPING ELEVATION = NA FT
This Roc PI together with the conoepts and designs
PREPARED w ;eE OFFICE or:
REVISIONS
TYPE CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ROAONAY
DESIGNED BY I
presented he,.;.. as on Instrument of saI is intended poly
for a specific purpose and Tient ter .doth It wp5 prepared.
improper
Reuse w and rerono. on, this dooumene .xdout seen
WrPley-Horn Aasoolatef.
■
" FAYET. — ST.. SURE—
Ki m I ey >>> H o r n I EIGH.N RPRN,az
, E�„,,,�,�, �ifiOL1W :„s,
ENGINEERING DIVISION
SEWER DETAILED BY CNK
DOWNTOWN GREENWAY PHASE 4 &
SHEETNO.
WATER
CHECKED BY JWN
C8 of C�
amnar'aman and adopt by and Inc
Copyright K;mley-Horn and Associates, Inc., 2018
PHONEJ-16r1-3IX0
A&Y GREENWAY
2015-003
SCALE: NOZI: 1--30'rE-1: 1'-3'
1SIDEWALK

d
C
CONTRACT SHEET
OF
A
- y�0
SENSITIVE INFORMATION
V/ END A&Y GREENWAY
Not to copied or distributed
VVV CITY PROJECT P -05644A-04
t (
without a .riuen
on oof f me
permission
END CONSTRUCTION
RETAIN EXIST
-- -�'
-G3- PDT STA 84+10.00
City of Greensboro.
SYSTEM
r
TIE TO AAY GREENWAr
CRY PROJECT P-05644-04
pt tAAr
PROPOSED COC DI
ISTD. 440. 135 GRATE 4741
i
BUILDING
nO
TIE INTEXIST SYSTEM
/
/!
SPECIAL LATERALBIRF
DITCM
;._ ;�=t r. .r.-�
DIGI
Ac7T DN -Ca
CORlACT ON0-CAUL C@SIPR
SEE DETAIL I
.
I-806di1�919
-^ SHEET T6'
xx
PROPOSED GREENWAY
Q
City of round
_.....
_..
BY OTHERS
trash
• .;
..
-.
`"'
y
-...
8
_ _
G3- _ - - -
W -
COG Mat73-2033
OOT Tr
73 2084
_ _ _ _ -
N 5(715' 36T
_
coG7w
CDGenwaa-GDOT
M
URETAIN
_ _ _ _ _ _
-
-
- -
- -
St)3-2569
tl'iJ
_
0o', 8 `'�Oo❑
co _
_ _
NPDES
8
to +
rn
8
op
too
N - f' -"
V. to° �� F______p_____
_ ./
_- -
_ _ - -
General Permit
�i
�-----�
LU I- Lam. f__- IOD Loo
too �__-+----- �_ too --'-'F'--'--+`----F------
--- ---- ----Lao
c-3' e - _ �_ aD f---- F----- f f
,. F-_____
o�
.
Tp 1
RE IH
;may .._ L r , �f`TE;
Applies
L,
N 46 39' 5H W
N_
TYP
j
ss
T A
DISTURBED ARE _
la- c---«c—_ee,�---
OD
>. 4---�_ Loo
I OD ._ .._'�
_ _ <
�_.. __ E_.. E -- E ------E -
lOD • -__-E_t____ _______ LOD../ loo
LOD 7 ,too
<FBI _o
--� o- ---E---- LaD
__E________
=.-L----`—� LOD
_f ...
1.
14.0 Acres
GIS DISCLAIMER
'
-----==---=
w _
RETAIN FALSE Sl1MP — --
_ -
., SEE 0,_TAIL 5 PROPOSED OPEN
_
-
RETAIN
I.t
� r � F LI Fr T
ab t tnwm .
,a=eon °v r
ennt
?
-t
N 4i 26' 4/lW
SHEET T7 END I8'RCP-I1 I
EXIST YANMJLE +
. '
- , r E T Et R �"
-
t aww tn•
, tr.y
r• by p no yet, y ho
wnpi•d by pnoto9rommwic m•mods,
001:vD AVENUE RETAIN a TIE TO
\;
PROPOSED OPEN L(-„I+.I .. t .
°`°°°°” on tn• a.wrovnic Inlarmotim
-,, EXIST COG CI
END 18- RCP -III
SyI (.S) saft.ar• asix, by the
- _-
- -. - -. - - - - -
RETAIN EXIST
IB' RCP
\.. r
< '- SPECIAL LATERAL 'V' DITCH .p -: .-
P
"SPECIAL LAMRAL 'V' DITCH
OUTLET PROTECTION
sty of G—iboro.
� RETAIN EXIST
SEE DETAIL I _
� r r
C �` SHEET 76
�'.;
SE�1,iA'd,' .,
$ N6� IIf�
CLASS B RIP RAP
COG MH
�.
`�,��_ - -.
t
G .,,;i
EST 5 TONS
EST 10 SY
❑ TIEOEXIST CURB D GUTTER
GRADE
TO DRAIN
_ ; , ,.
- --.
..hN1,I�
n\\
EXIST CONIC .RIMY
❑2 TIE TO EXIST SIDEWALK
(] RETAIN EXIST SIDEWALK
END CONSTRUCTION
© CROSSWALK WITH STREETPRINT XD
-YII- POT Sta. I4+83.00ul
5 PAVEMENT PATCH lSff DETAIL
❑
END MILLING dr RESURFACING
SHEET T51
© 6-CONC CURB RAMP AND SIDEWALK
❑7 rCONC SIDEWALK
® SPECIAL LATERAL V DITCH
(SEE DETAIL 11SHEET T7)
❑9 PROPOSED CONCRETE PAD
(SEE LANDSCAPE PLANS)
PERMIT DRAWING
SHEET 19 OF 24
END GRADE
-G3- STA 84+10.00
_ DENOTES PERMANENT IMPACTS IN SURFACE
ELEV = 755DI
- - WATER WITH LOSS OF WATER
090
PI = 80+22.00 = 800.73' 090
BEGIN SPECIAL
DITCH GRADE LT
- -- -
NOT SURFACE WATER IMPACTS
® IDENOTES
L
EL = 746B3' EL = 74873' tiSTA-
_
- -
O
VC = 70' VC = 20' k
W
ELEV 54,7475 1,
' -�'
® DENOTES PERMANENT IMPACTS IN SURFACE
WATER WITHOUT LOSS OF WATER
090
PROPOSED GRADE - ��
P
aC� 2
SS -!54 X�\\ X
LOD DENOTES LIMITS OF
DISTURBED AREA
a_
W W
W
1 `
2� 1
CL^
O
�U
090 11�ZA�A '7565
END SPECIAL
END SPECIAL Q. (0.8750-I
DITCH GRADE RT o� i -
_
090
ITCH GRADE LT
-G3- STA 80+75 a II
-G3- STA 79+00
ELEV = 746.00 , _ -
DITCH PI IRT)
ELEV = 74389
_
A9'/. - -
(+)1�6�---••--•---------=�-" -G3- STA B3+85 ------
ELEV
ELEV = 75L00
- - -
SS -15J
(+13`� .
----'_.. ---�--
SS -151
_-VCP __-
i i EX157 _8-__----_
(+)072/1%
_ _ _ __....--
I-_. -. --
__----"----"_..- _
'�� DITCH PI QT)
_
�55 /5? __..B
_... _--------L4�
-------------' IB RCP
-------------- ___-----
_ ___________LL
_____ -G3- STA 84+06
-_......_.._LJ_
7
(+1089%
-
___ -
ELEV - 75/85
PRELIMINARY DESIGN
..............
_---
_ ----------------
EXIST 8 DIPS
END SPEC/AL
DITCH GRADE RTDO
NOT USE FOR
------
- - M
- SPECIAL
CONSTRUCTION
SLQisTB'Ce'PiL-------------
EXISTING GROUND DITCH GRADE RT
ELEV 53760
_
-G3- STA 80+90
ELEV = 74550
END SPECIAL
PIPE HYDRAULIC DATA
DITCH GRADE LT
STA 84+00 -G3-
This d«amenp togemer .an me concepts and designs
PREPARED IN r�E DEviCE DF-
REVISIONS TYPE
CONTRACT ONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS
JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ROADWAY
DESIGNED BY CMK
presentee herein, as an inst—ent of a_;ce, is intendea anly
puke and client fa..hith it .aa Prepared.
R the f and in,
Rase of and ' No , I on this d«ument without .riHen
■
w r�iOvaiTMLe sem*.. suite coo
Kim ey>>> Horn �2.F.rrtaE11,"7
eic DLI"A7t601
ENGINEERING DIVISION
SEWER DETAILED BY CMK
]SCALE:
DOWNTOWN GREENWAY PHASE 4 &
SHEET 440.
NATER
CHECKED BY JNN
C9 OF C1
aalhori:alian and doplion by Kimley-Horn and Jas«Toles. I"c.
Copyright Kimley-Horn and Associates, Inc., 2018
aNONE. �vlslen-z000
A&Y GREENWAY
SIDEWALK
2015-003
HDz1: t--3ov6RT: t-3'
©20'"

0
0
0
N
O
Of Of
CONTRACT SHEET
l
OF
_ _
IV ;IA\,
SENSITIVE INFORMATION
END A&Y GREENWAY
Not I. be copied or distributed
CITY PROJECT P -05644A-04
without t he express written
the
END CONSTRUCTION
permission of
RETAIN EXIST
-G3- POT STA 84+10.00
City of Greensboro.
SYSTEM
TIE TO A&Y GREENWAY
�tpL W57
PROPOSED COG Of CITY PROJECT P-05644-04
- f
O .0. 435 GRATE 434)
STD.
TIE &TO EXIST SYSTEM j
41
BUILDING
LATERAL
fSPECIAL
IIE
DTC
; DETAIL I
1 -BOD -&0-4949
SHEET 76 F'3; r'.;0 I I
�i`E',' CT 7
PROPOSED GREENWAY
BY 07 -HERS
+
C"), of and
L Lietift
Lee
p- "1 73-'2033
0' ':r
C.Te"Tr•I
w'4
-G3
73-2605
:C-.
L
+
N 50-15' 36.7 ------
C061.11f 73-�2081
T....
Q
W -7
UA . .
DD
to
MOT St 73-2559
NPIDES
.....
to +
ED.
0%
to- —7��
General Permit
t__ or LOD
LOD LOD -- — ED.
- ------
------
LOD -------
------ ------- -------- 0 -------__f____ --- F-- f ---
Applies
Applies
C
N 46- 3�15.3815.6'W
+ I
TYP
EDO
DISTURBED AREA
V) - - -------- Q .... 'C ------- -D -------
L. LOD
LED LOD
I I 1, 1-1 "l-, -
— — — — — — — — — — — —
C --------------
100
LOD -
LOD
14.0 Acres
CIS DISCLAIMER
RETAIN
Lu FAIL E SUMP
SEE -DETAIL 5 PROPOSED OPEN
CA)
RETAIN EXIST MANII
ob*ts an this map snoen with 0 eattw
,n-ty. -. not suI they
SHEET TT - END 18' RCP -111
N 4r26'41.rV
F' �VF9
lan,lpied by photogrommet,ic methods,
',Af_F[Ei�ROUND AVENUE RETAIN & TIE TO
PROPOSED OPEN
­11ble an the GeagraphiC Infa-Follman
'f U� F 2� `-71EXIST COG Cl
END 18' RCP -111
System (GIS) *I used by the
ZEcity
RETAIN EXIST SPECIAL LATERAL 'if:OITCH - - ,_18' RCP
SEE DETAIL IS
RETAIN EXIST
K
"SOAL 1'*MAL VDITCH
All 1 1 9 11
9
OUTLET PROTECTION
CLASS 8 RIP RAP
at
SHEET T6
COG MH
SUM 3
EST 5 TONS
U
GRADE
EST 10 SY
FL] TIE TO EXIST CURB AND GUTTER
TO DRAIN G R N S -1 0 Ell Ell
AT EXIST COW JOINT`
02 TIE TO EXIST SIDEWALK
EEA91 N-1
RETAIN EXIST SIDEWALK
I END CONSTRUCTION
CROSSWALK WITH STREETPRINT XD
Yll- POT Sta. 14+83.00
Q PAVEMENT PATCH (SEE DETAIL
END MILLINGS RESURFACING 1111
1111.
SHEET T5)
6CONC CURB RAMP AND SIDEWALK
rCONC SIDEWALK
SPECIAL LATERAL VDITCH
(SEE DETAIL IISHEET 77)
PROPOSED CONCRETE PAO
(SEE LANDSCAPE PLANS)
PERMIT DRAWING
SHEET 20 OF 24
END GRADE
-G3- STA 84+10.00
DENOTES PERMANENT IMPACTS IN SURFACE
ELEV = 755DI
WATER WITH LOSS OF WATER
090 P/= 80+ 22DO PI 80+75.00
BEGIN SPECIAL
DITCH GRADE LT
DENOTES TEMPORARY IMPACTS
EL = 745BY EL 7467Y
IN SURFACE WATER
o VC 20
_G' A 83+75,
F75
VC = 70'
ELEV_ 474
DENOTES PERMANENT IMPACTS IN SURFACE
WATER WITHOUT LOSS OF WATER
090
PROPOSED GRADE
UQzz ZZ
SS -154 �'Q\ X" Xx
COD DENOTES LIMITS OF
DISTURBED AREA
CL
Q_ V)751,65
SPECIAL
aEND (+)1.67507
DITCH GRADE RT
090
END SPECIAL 22 __I
-
- - - :: -------
DITCH GRADE LT -G3- STA 80+75 Q. LU
-G3- STA 79+00 ELEV = 746M
.1 ----------- DITCH PI (RT)
ELEV = 743-89
(+)196%-----------------
+)%-
-----
-GJ- A 83+85
SS 153 (+)3.584T/ 1
......
ELEV = 751DO -------- ------
SS_ 1.51 -----------
(+707211%.............
L ..
_EXIST
---------- ----- ---
DITCH
------- _CH PI QTJ
------
P --------
--------------- Ir RC 745.50 ------------
mss -152 -------- 01027 ----
----
-GJ- STA 84+06
- ............. 0.89*. -----------------
- - - -------------
-------
ELEV = 75185
PRELIMINARY DESIGN
----_E.---------
----
wiiwi, ----------- EXIST-eolp ----- --------------
-- -
END SPECIAL
DITCH GRADE RT
DO NOT USE FOR
------------- 744,44
_­'�L GIN SPECIAL
-G3- STA 84+10
CONSTRUCTION
-EXISTING GROUND DITCH GRADE RT
ELEV z; 753.76
--G3- STA 80+90
ELEV = 74550
END SPECIAL
PIPE HYDRAULIC DATA
I r
11
DITCH GRADE LT
STA 84+00 :-SJ-
This dm,me,t, together eith the Concepts and designs
PREPARED IN 71E OFFICE OF:
REVISIONS _—F TYPE
CONTRACT
ICONTRACTORI AS -BUILT JAILITH. GATE BENCH
[JOB NO. P -05645 -04/P -05644A-041
CITY OF GREENSBORO
ROA2WAY
DESIGNED BY CMK
t. .
pnese d h...n,,,, an inw,"en, *1 eI is intended only
for t�; iip�f;c rpose and g'ent fa, which ' it .. pneponed.
Re- of and improper rI on this d-unent itho,t er;tte,
■
A A', _ _L
T
Kimleetyll) Horn
I ENGINEERING DIVISION
ER
SEVERDETAILED 13Y CMN
r PHASE
SHEET NO,
.TE
CHECKED 13Y JwM
Cq OF C11
,.th,,;z't,'on and od.pt..n by K;mly-Horn and Ass- es. Inc.
'at
Copyright Kimley-Horn and Associates, Inc,, 2018
PIONE N91677-0
DOWNTOWN GREENWAY 4 &
D
A&Y GREENWAY
ISIDEWALK
2015-003
CALE7 HI 1-311 1 -3

PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
This document, together .5th the concepts and designs
presentd herein, as an instrument f serx;ce, is intended only
I',thee sand i purpose and cl;ent far .hick it .va prepared.
Reuse of and improper re6oncs on tars document .ithoul written
Copyright and odoley Hon by aGnd Horn and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc., 2018
PREPARD IN 7,E DFFicE oE:
■
_ nn ira,.,
Klmley>>> Horn n NCI'FA., NOR- E$T_5 um
O2>'a
REV151CINS TYPE CONTRACT ONTRACTOR AS—GUILT AUTH. GATE EIENCH MARKS JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY DESIGNED er cMK
SEWER DETAILED BY CMK
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET NO.
CONTRACT SHEET
C10 OF C11
-3
SIDEWALK 2015-003 SCALE: Hozr. r -3d'
OF
SENSITIVE INFORMATION
Not to be copied or distributed
000
without the express written
0
�
permission of the
Z
City of Greensboro.
BEG IN N TRU
Tl N
-Y4- POT Sta.
BEGIN MILLING & RESURFACING
9419,00
8
O.
-Y4- POT Sta.9+00.00
N
_
`LlULYKT"W.
I 'R
EXIST
V1
P�IIUIIhIIIIIIIIIIIIU'.BR
8EHVREYOUDIGI
LFS
L
R
�R
ti
CONI'ACf GNEi.1I1. (3NIPR
\
W
l-BO<ti632�919
,
_
Cltr of round
—
L I TW ueent
rV
—Y4—
N
in
COG .iter )3-2033
S 85.17'201 E
-j
M
GOOT Tref )3-2606
caTu tar 73-2eee
COG 1bt r 73-5855
�=
N
NTines
r
W=
In
(a0T 6t 73-2569
NPDES
KrR
General Permit
l5'R
uulululullEUll
°R
EXIST
J'R
W
?
=
Applies
MI(L AND RESURFACE
!l I/2 DE ENl
Q
DISTURBED AREA =
SHIFT SIGNAL HEAD TO
14.0 Acres
ACCOMMODATE NEW
RGGHT-TURN LANE
GIS DISCLAIMER
Obi.ct, w mb map .now with a dotted
line.lre w not sawyed. tney sae
spa. by photogrommebic memo"
a. Iabl. on the Gwgrapn;a IntarmoUon
Sy= (GIS) .oft.ae used by the
Qtr of Greenabao.
QI TIE TO EXIST CURB AND G(ITTER
AT EXIST CONC ,QNF
❑2 TIE TO EXIST SIDEWALK
❑3 RETAIN EXIST SIDEWALK
PERMIT DRAWING
❑4 CROSSWALK WITH STREETPRINT XD
SHEET 21 OF 24
5 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© 6'CONC CURB RAMP AND SIDEWALK
DENOTES PERMANENT IMPACTS IN SURFACE
Cl)
00
❑T CCONC SIDEWALK
® WATER WITH LOSS OF WATER
p
8 SPECIAL LATERAL YD?CH
Q
(SEE DETAIL I/SHEET TT)
DENOTES TEMPORARY IMPACTS
Q PROPOSED CONCRETE PAD
® IN SURFACE WATER
—Y4— PC $10. 14+26.70 —Y4— PT SIO. 15+44
C4
�Z
(SEE LANDSCAPE PLANS)
RECTANGULAR RAPID
®FLASHING
PERMANENT IN SURFACE
®
w
SHEE1
SEE
BEACONDENOTES
OSSIOFAWTS
WATER WITHOUT ATER
TCl
MA
�
---LOD DENOTES LIMITS OF
x
In
W R
w
W
DISTURBED AREA
o
0
8
0
o✓ALV£
g
2
0
+g
W
o
N
N
-Y4-
�_
S 8557'51.rE
Q
N
N
V)
V)
N
P
I
>
_ OE
I
i
W
?
=
U
MILL ANO RESURFACE
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
This document, together .5th the concepts and designs
presentd herein, as an instrument f serx;ce, is intended only
I',thee sand i purpose and cl;ent far .hick it .va prepared.
Reuse of and improper re6oncs on tars document .ithoul written
Copyright and odoley Hon by aGnd Horn and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc., 2018
PREPARD IN 7,E DFFicE oE:
■
_ nn ira,.,
Klmley>>> Horn n NCI'FA., NOR- E$T_5 um
O2>'a
REV151CINS TYPE CONTRACT ONTRACTOR AS—GUILT AUTH. GATE EIENCH MARKS JOB NO.P-05645-04/P-05644A-04
CITY OF GREENSBORO
ENGINEERING DIVISION
ROADWAY DESIGNED er cMK
SEWER DETAILED BY CMK
DOWNTOWN GREENWAY PHASE 4 &
A&Y GREENWAY
SHEET NO.
WATER CHECKED JWM
C10 OF C11
-3
SIDEWALK 2015-003 SCALE: Hozr. r -3d'

I PRELIMINARY DESIGN I
DO NOT USE FOR
CONSTRUCTION
This document, together with the concepts and tlesigns HCVLJLUNZI IYHt LUINIHACT ONTHACIUH AS-IJULLI AUIH. JAIL FJtNLH MAHKS JOB NO.P-05645-04/P-05644A-04 CITY OF GREENSBORO
presented herein, os an i,atrument f ser.ice, is intended only ■ ROADWAY DESIGNED BY CKK ENGINEERING DIVISION
for iM specific purpose and diem of
rhich it was prepared. Klm ey>>> Horn v tictnSE xf-0102
EST SUIT -0
Reuss of ped improper reliance on this document rfthout .Atte, rut.,_ Moa,H Cnxou.+n zreol SEWER OETAILEO BY CMK SHEET N0,
pmhoA:otia, and odoption by Kimley-Horn and Associates. Ina. y,�an.zow DOWNTOWN GREENWAY PHASE 4 &
Copyright Kimle Horn and Associates, Inc., 2018 WATER CHECKED BY JMN OF
Y- ©tole A&Y GREEN WAY (;� Q (�� j
EA SIDEWALK 2015-003 SCALE: tg1i: t --3o'
PERMIT DRAWING
SENSITIVE INFORMATION
Cl)
Not to be copied or distributed
ca
without the egress written
SHEET 22 OF 24
DISTURBED AREA =
City of Greensboro.
14.0 Acres
®DENOTES PERMANENT IMPACTS IN SURFACE
^Z
Obl•cts M this map snare rith 0 dotted
i,•st,,• w. not ear .ye tn•y res•
WATER WITH LOSS OF WATER
aw,p3ae er pnota7—Vic m•tnod•.
a.alatw. M tn• cwsraahic Information
TEMPORARY IMPACTS
sty of o«nm
�l TIE TO EXIST CURB AND GUTTER
®DENOTES
IN SURFACE WATER
❑2 TIE TO EXIST SIDEWALK
-Y4- PC Sta.14+2670
-Y4- PT Sta. 1544456
G 4
❑5 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© 6-CONC CURB RAMP AND SIDEWALK
5NEEt
®DENOTES PERMANENT IMPACTS IN SURFACE
ti
® SPECIAL LATERAL Y DITCH
Q
Q
(SEE DETAIL I/SHEET T7)
❑9 PROPOSED CONCRETE PAD
SEE v
WATER WITHOUT LOSS OF WATER
w
® RECTANGULAR RAPID
1■Z
FLASHING BEACON
ATONDNEppDp,��O�
—LOD— DENOTES LIMITS OF
Kxit
WATER
W
DISTURBED AREA
VALVE
_
W
N
o
w
-Y4- a
o
S a5.5r slr E
Q
N
�
�
N
I
P
�
I
I
Q'
a
I
/ori—
� 1117
I
2
?
U
U
�
MILL ANDASURFACE
(I I/2 DE Hl
I PRELIMINARY DESIGN I
DO NOT USE FOR
CONSTRUCTION
This document, together with the concepts and tlesigns HCVLJLUNZI IYHt LUINIHACT ONTHACIUH AS-IJULLI AUIH. JAIL FJtNLH MAHKS JOB NO.P-05645-04/P-05644A-04 CITY OF GREENSBORO
presented herein, os an i,atrument f ser.ice, is intended only ■ ROADWAY DESIGNED BY CKK ENGINEERING DIVISION
for iM specific purpose and diem of
rhich it was prepared. Klm ey>>> Horn v tictnSE xf-0102
EST SUIT -0
Reuss of ped improper reliance on this document rfthout .Atte, rut.,_ Moa,H Cnxou.+n zreol SEWER OETAILEO BY CMK SHEET N0,
pmhoA:otia, and odoption by Kimley-Horn and Associates. Ina. y,�an.zow DOWNTOWN GREENWAY PHASE 4 &
Copyright Kimle Horn and Associates, Inc., 2018 WATER CHECKED BY JMN OF
Y- ©tole A&Y GREEN WAY (;� Q (�� j
EA SIDEWALK 2015-003 SCALE: tg1i: t --3o'
CONTRACT SHEET
OF
SENSITIVE INFORMATION
Cl)
Not to be copied or distributed
ca
without the egress written
permission of the
DISTURBED AREA =
City of Greensboro.
14.0 Acres
GIS DISCLAIMER
^Z
Obl•cts M this map snare rith 0 dotted
I PRELIMINARY DESIGN I
DO NOT USE FOR
CONSTRUCTION
This document, together with the concepts and tlesigns HCVLJLUNZI IYHt LUINIHACT ONTHACIUH AS-IJULLI AUIH. JAIL FJtNLH MAHKS JOB NO.P-05645-04/P-05644A-04 CITY OF GREENSBORO
presented herein, os an i,atrument f ser.ice, is intended only ■ ROADWAY DESIGNED BY CKK ENGINEERING DIVISION
for iM specific purpose and diem of
rhich it was prepared. Klm ey>>> Horn v tictnSE xf-0102
EST SUIT -0
Reuss of ped improper reliance on this document rfthout .Atte, rut.,_ Moa,H Cnxou.+n zreol SEWER OETAILEO BY CMK SHEET N0,
pmhoA:otia, and odoption by Kimley-Horn and Associates. Ina. y,�an.zow DOWNTOWN GREENWAY PHASE 4 &
Copyright Kimle Horn and Associates, Inc., 2018 WATER CHECKED BY JMN OF
Y- ©tole A&Y GREEN WAY (;� Q (�� j
EA SIDEWALK 2015-003 SCALE: tg1i: t --3o'
[a6 ester )3-2033
600T Tr•f 13-2606
[0G/Witt ]3-2094
cm wt r ]3-565]
T•nks r
(aOT St ]3-2969
NPDES
General Permit
Applies
DISTURBED AREA =
14.0 Acres
GIS DISCLAIMER
Obl•cts M this map snare rith 0 dotted
i,•st,,• w. not ear .ye tn•y res•
aw,p3ae er pnota7—Vic m•tnod•.
a.alatw. M tn• cwsraahic Information
syt.n (as) soneor• a•ed by m•
sty of o«nm
�l TIE TO EXIST CURB AND GUTTER
AT EXIST CONC JOINT
❑2 TIE TO EXIST SIDEWALK
03 RETAIN EXIST SIDEWALK
❑4 CROSSWALK WITH STREETPRINT XD
❑5 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© 6-CONC CURB RAMP AND SIDEWALK
M
KA
Q rCONC SIDEWALK
® SPECIAL LATERAL Y DITCH
Q
Q
(SEE DETAIL I/SHEET T7)
❑9 PROPOSED CONCRETE PAD
(SEE LANDSCAPE PLANS)
® RECTANGULAR RAPID
1■Z
FLASHING BEACON
I PRELIMINARY DESIGN I
DO NOT USE FOR
CONSTRUCTION
This document, together with the concepts and tlesigns HCVLJLUNZI IYHt LUINIHACT ONTHACIUH AS-IJULLI AUIH. JAIL FJtNLH MAHKS JOB NO.P-05645-04/P-05644A-04 CITY OF GREENSBORO
presented herein, os an i,atrument f ser.ice, is intended only ■ ROADWAY DESIGNED BY CKK ENGINEERING DIVISION
for iM specific purpose and diem of
rhich it was prepared. Klm ey>>> Horn v tictnSE xf-0102
EST SUIT -0
Reuss of ped improper reliance on this document rfthout .Atte, rut.,_ Moa,H Cnxou.+n zreol SEWER OETAILEO BY CMK SHEET N0,
pmhoA:otia, and odoption by Kimley-Horn and Associates. Ina. y,�an.zow DOWNTOWN GREENWAY PHASE 4 &
Copyright Kimle Horn and Associates, Inc., 2018 WATER CHECKED BY JMN OF
Y- ©tole A&Y GREEN WAY (;� Q (�� j
EA SIDEWALK 2015-003 SCALE: tg1i: t --3o'

N
in
m
L
EL
3
c�
3
0
0
0
0
cc
7
0
S.
3
a
m
0
If
I
CONTRACT SHEET
0
o\
OF
PERMIT DRAWING
SHEET 23 OF 24
SENSITIVE INFORMATION
`oo
Not to be copied or distributed
DO
DENOTES PERMANENT IMPACTS IN SURFACE
without the express written
0
® WATER WITH LOSS OF WATER
permission of the
Q
Z
-G2A- PC Sfo.12+39.70
DENOTES TEMPORARY IMPACTS
City of Greensboro.
o ?
IN SURFACE WATER
Loo o
o'�t\LI
BEGIN CONSTRUCTION
V
8
U
DENOTES PERMANENT IMPACTS IN SURFACE
® WATER WITHOUT LOSS OF WATER
G2A- POT Sta. 10+52.00 g
N
DENOTES LIMITS OF
Y 4
W
—LOD— DISTURBED AREA
STAGINGSfo?IO+00.00
W
A- POT
AREA o
ti
oohrrBEROReo�LID101
PROP 15 DRIVEWAY
l wa
STA Na 84%03
2 RETAIN ¢
W
-G2A-
EXIST CI
ly
round
ests
LF°o
85.23'465-E�
LOD - 8
73-2033
,
7
LOD 0
3-2606
Rig
Q❑Z ._3-205,
�.
____{______f____ _f._ _LOD
3-5653
,zoz 5' ,zo3
__ to
3-2506
HUNT ST (CLOSED)
RETAIN —F---- __ I
<
NPDES
RETAIN
--
REMOVE AND RESET
GRANITE CURB
I
General Permit
udi
_
W
Applies
gyros
U
Q
�
DISTURBED AREA =
RETAIN EXIST CI
14.0 Acres
-G2A- PRC S(o.12+64.07
GIS DISCLAIMER
obleat, an this map shoen with a betted
-
6nottfe etent ot s,rwyed, they eera
pled by photoprpmmmods
etrlc methods,-G2A-
-G2A- PT S10.12+9177
,amwil,", on the Cwog,Whia Information
System (OS) sonar, „ee by the
City of rieenteora.
❑l TIE TO EXIST CURB AND CUTTER
AT EXIST CONIC JOINT
Q2 TIE TO EXIST SIDEWALK
❑J RETAIN EXIST SIDEWALK
❑4 CROSSWALK WITH STREETPRINT XD
05 PAVEMENT PATCH (SEE !DETAIL
SHEET T5)
© 6CONC CURB RAMP AND SIDEWALK
❑7 41 CONIC SIDEWALK
Q SPECIAL LATERAL YD7CH
(SEE DETAIL I/SHEET T7)
P1= 12+75.00
EL = 76475'
VC = 30'
PI = 12+42.00
BEGIN GRADE
EL = 764DO
END GRADE
-G2A- STA 10+52.00
VC = 24'
-G2A- A /4+ -
ELEV = 766.94'
-G2- STA 39+4826 (6'LTJ
P/ = 12+25.00
ELEV = 766.78'
Pl = 10+72.00
EL = 764,87'
PI = 14+20.00
EL = 766.18'
VC = 10'
EL = 76353'
VC = 30'
Pl = 11+92,00
VC = 90'
EL = 76497'
l
VC = 50'
PROPOSED GRADE
(-X1.84/4%
EXISTING GROUND
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
This document, together wah me concept, ona designs
�REcnRED :N THE Orncf n `�
REVISIONS
TYPE CONTRACT ONTRACTOR
AS-BUILT RUTH. GATE BENCH MARKS
JOB NO.P-05645-04/P-05644.0-04
CITY OF GREENSBORO
ROADWAY
DESIGNED BY CNK
pmsented herein, as on instr,maht r serdce, is intewed only
ar the :oeairK purpose and aliant ;,r whioh it was prepared.
Re— or and improper rel;— on this doa,ment weho,t .duan
■ N LxEHSEer-00z
�e�cH eoHTH rwlxouHn nw,
Kim ey>>> Horn r.r �ILLE� sued
ENGINEERING DIVISION
SEALER
DETAILED BY CNK
SHEET N0.
o,thod:ation and adoption by Kimley-Horn and Associates. Inc.
Copyright Kimley-Horn and Associates, Inc., 2018
n„af,E„s,e,e �ppp
©—,
DOWNTOWN GREEN WAY PHASE
A&Y GREEN WAY
4 &
WATER CHECKED BY JWN
C1 OF C11
SIDEWALK tri -003
SCALE: Hon: ..-'---1 t.-3

d
L
d
3
d
(D
0
0
0
0
N
V
0
3
v
0
0
Of
/ \
CONTRACT SHEET
�
i3\
OE
PERMIT DRAWING
SHEET 24 OF 24
SENSITIVE INFORMATION
`oo
Not to be copied or distributed
0o
® DENOTES PERMANENT IMPACTS IN SURFACE
without the express written
WATER WITH LOSS OF WATER
permission of the
Q
Z
c+'
-G2A- PC $t0. 12+j9JD' o.
DENOTES TEMPORARY IMPACTS
®
City of Greensboro.
d+ usr
IN SURFACE WATER
o Loo
8
U
DENOTES PERMANENT IMPACTS IN SURFACE`
® WATER WITHOUT LOSS OF WATER
BEGIN CONSTRUCTION
G2A- POT St0.10+52.00
*
g N
4
Y
y, V
,
f-
_ DENOTES LIMITS OF
—LCD DISTURBED AREA
Fi
-G2A- POT
`
ARE
W
Sta. ro+o0oo
Ovi
a
e MYOUDIGI
C0"`r
-
PROP AV DRNEWAY H.o
S RETAIN
STD. Na EXIST CI�
W
LEj
tL
qtr of and
o,
-G2A-
Loc ear.
00 8465' E�
a
LOD , , _F-� LOD D
.
-----------
'- _ ____ _-----f______p____ -.f- - _ \
�_
00073-2033
TwTaef )3-2606
c06/W l.. 73-2004
cDeaw., 73 -sass
`` � Loo
¢
moT se r 73-z
1202
NPDES
HUNT ST(CLOSED)RETAIN F N
RETAIN -REMOVE AND RESET
General Permit
GRANITE CURB
LU
Applies
DISTURBED AREA =
Laos U
RETAIN EXIST CIJ
14.0 Acres
-G2A- PRC Sto.12+64,07
GIS DISCLAIMER
obit. on this map .no.n .k 1, . datLN
ra"t"e not w,rwy.d, mey ..
c1. by phologrwnmelrk meUods.
-G2A- PT S10.12+91.77
A�AeI" - eh. Geographic IM—tlon
=
sntem (as) -ft—. a.w by me
City of Geen.Dwo.
❑/ TIE TO EXIST CURB AND GUTTER
AT EXIST COW JOINT
❑2 TIE TO EXIST SIDEWALK
❑J RETAIN EXIST SIDEWALK
❑� CROSSWALK WITH STREETPRINT XD
❑5 PAVEMENT PATCH (SEE DETAIL
SHEET T5)
© ECVMC CURB RAMP AND SIDEWALK
❑7 4'CONC SIDEWALK
❑B SPECIAL LATERAL V DITCH
(SEE DETAIL I/SHEET T7)
PI = 12+75,00
EL = 76475'
VC = 30'
P/ = 12+42.00
BEGIN GRADE EL = 764,02'
END GRADE
-G2A- STA 10+52.00 VC = 24'
14+93.87 -
A S A 9+
-G2- STA 3(6'LTJ
ELEV = 76694'
PI = 12+25.00
ELEV = 766.7878''
PI = 10+72.00 EL = 76487'
P1= 14+20.00
EL = 766J8' VC = r0'
EL = 76353'
VC = 30' P/ = 11+92,00
VC = 90'
`
EL = 76497'
T%3
VC = 50
PROPOSED GRADE
y (_)1.0083%
-
EXISTING GROUND
PRELIMINARY DESIGN
DO NOT USE FOR
CONSTRUCTION
rar•nueo �e mr orrice OF:
REVISIONS TYPE CONTRACT ONTRACTOR
AS -BUILT
AUTH. DATE BENCH MARKS
JOB NO.P-05545-04/P-05644.0-04
CITY OF GREENSBORO
This document. together with the concepts and designs
present.d her.:.... on ;-t—ext a k., is intended .nly
for the pecif c pine end diemfor which it .aa p .pored.
Reuse d Ana improper reboot• on for d;ch it p,.p .ratan
■
_ NOR_ vn z16o,
Ki m I ey >>> H o r n P
ENGINEERING DIVISION
ROADWAY DESIGNED
ACMK
SEWER DETAILED
DOWNTOWN GREEN WAY PHASE 4 &Copyright
SHEET N0Amhor:A,on
WATER
CHECKE❑
C� � OF C�
antlAdption by Kimley-Horn and Associates. Inc.
Kimley-Horn and Associates, Inc., 2018
A&Y GREEN WAY
SIDEWALK 2015-003
SCALE: ROM 1--30VE