20041920 Ver 4_Modifications_20101115

Coulter Jewell Thames, PA
ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE
LETTER OF TRANSMITTAL
Date: 11/12/2010
To: NCDENR

V ?'J
D4- lqc'?o u
$1PA111) W Attn: Lia Gilleski
Project: Third Fork Creek
Division of Water Quality Trail
2321 Crabtree Blvd, Raleigh
WE TRANSMIT TO YOU HEREWITH:
# Copies Sheet No. Date
2
3
1
1
5
Job # 0831
Description
Full Size Third Fork Rev CD-30.1 & 31
11x17 Third Fork Rev CD-30.1 & 31
CD
PCN form
Buffer Impact spreadsheet
Color Coded full size rev plan set
Remarks:
The information provided is in reference to stream buffer impact revisions on sheets CD-30.1 & CD-311.
No modifications are being proposed for on-site diffuse flow for the previously approved greenway trail
Copies To:
From: Kevin Hamak
Daniel A. Jewell, ASLA, RLA Main Office 111 West Main Street, Durham, NC 27701
James W. Thames, PE Phone: [phone] Fax: [phone]
Steven P. Bailey, PE Email: design(a).cjtpa.com
Jeffrey P. Williams, PLS

oa PG l'??U ?, 7 {?I
77
t .
06ANpgT?R?Wko,
Ekp oy - Ictao U 4
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.0 November 2008
Pre-Construction Notification (PCN) Form
IP
A III
A. Applicant Information Mill
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: NWP 14 (WQC 3704) 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 ® Riparian 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: Third Fork Creek Southern Greenway
2b. County: Durham
2c. Nearest municipality / town: Durham
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name on Recorded Deed: City of Durham
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable): Don Stewart, Project Manager
3d. Street address: 2011 Fay Street
3e. City, state, zip: Durham, NC 27704
3f. Telephone no.: [phone] ext. 21245
3g. Fax no.: [phone]
3h. Email address: [e-mail]
Page 1 of 13
PCN Form - Version 1.0 November 2008 Version
Section A. Applicant Information, continued
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: William Mullin
5b. Business name
(if applicable): Dr. J.H. Carter III & Associates, Inc., Environmental Consultants
5c. Street address: 515-F Midland Road
5d. City, state, zip: Southern Pines, NC 28387
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 13
PCN Form - November 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): See Table 1
1 b. Site coordinates (in decimal degrees): `N - `W
1 c. Property size: - 44.7 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Third Fork Creek
proposed project:
C; NSW (from source to a point 2 mi. upstream from NC
2b. Water Quality Classification of nearest receiving water: Hwy 54). WS-IV; NSW (from 2 mi. upstream from NC 54
to New Hope Creek (Jordan Lake))
2c. River basin: Cape Fear River Basin
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:
Most of the proposed project will be along existing sewer and road rights-of-way. A small section of the project will
traverse a City Park (Garrett Road Park). Surrounding land use is primarily residential, with a few highways and
commercial districts. The flood plain of Third Fork Creek is predominantly forested.
3b. List the total estimated acreage of all existing wetlands on the property:
Unknown; only wetlands along the proposed project route were delineated.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Unknown, see above.
3d. Explain the purpose of the proposed project:
The trail will become part of the Durham Area Greenway system and is intended to provide Durham area residents with a
safe, City-maintained greenway for recreational activities and a natural areas experience.
3e. Describe the overall project in detail, including the type of equipment to be used:
The applicant proposes to construct approximately 3.7 miles of a 10-foot-wide paved trail from Garrett Road Park (near
the intersection of Garrett Rd (SR 1106 and Hope Valley Rd (NC Hwy 751)) north to Southern Boundaries Park (near
Martin Luther King Pkwy (SR 1146). USACE and DWQ permits have been issued for most impacts related to this project.
(0.374 acre of wetlands, 157 linear feet of intermittent stream channel (ditches), 4,440 square feet of Zone 1 and 7,950
square feet of Zone 2 Jordan Water Supply protected riparian buffer). This application contains proposed modifications to
wetland and riparian buffer impacts, and includes temporary impacts to wetlands and buffers. The new total riparian
buffer impacts are 12,584 square feet in Zone 1 and 16,535 square feet in Zone 2 (with temporary impacts of 24,058
square feet in Zone 1 and 28,947 square feet in Zone 2). Total permanent wetland impacts are 0.355 acre and temporary
impacts are 0.848 acre. Stream impacts have not changed. The entire length of the trail will be paved with concrete
(along roads) or asphalt (along sewer rights-of-way and in cross-country sections). Dump trucks and standard grading
equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ® Yes ? No ? Unknown
project (including all prior phases) in the past?
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): previous consultant Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
JD renewed in conjunction with the original permit.
Page 3 of 13
PCN Form - Version 1.0 November 2008 Version
B. Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for ® Yes ? No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
This project was previously approved by both DWQ and the USACE, however, the work had not commenced and the
permits expired. The application was submitted 11-26-04. The original 401 Certification was issued 1-11-05 (DWQ
project # 04-1920). The USACE permit verification (NWP 14) was issued on 3-17-05 and expired 3-17-07 (Action ID
200020046). The original permit was for both the Third Fork Creek Southern and Northern trails. Renwed in 2009- a 401
Certification was issued on 8-24-2009 (DWQ EXP No. 04-1920v2), a USACE NWP 14 (Action ID 2009-01608) was
issued on 8-28-2009 and later revised on11-13-2009. The permits were again modified and anew permit was issued 5-
10-2010 the current permits are valid and expire on 3-18-12.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
There are future plans for another section of trail north of this proposed project, however, it is a separate project and each
trail has a defined starting point and terminus. Each trail stands alone and the projects are not dependent on each other.
Page 4 of 13
PCN Form - November 2008 Version
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 Type of wetland Forested (Corps - 404, 10 Area of impact (acres)
Permanent (P) or impact (if known) DWQ - non-404, other)
Temporary T
W1 ? P ? T ? Yes ? No ? Corps
? DWQ
W2 ? P ? T ? Yes ? No ? Corps
? DWQ
W3 ? PEI T ? Yes ? No ? Corps
? DWQ
W4 ? P ? T ? Yes ? No ? Corps
? DWQ
W5 ? P ? T ? Yes ? No ? Corps
? DWQ
W6 ? P ? T ? Yes ? No ? Corps
? DWQ
2g. Total wetland impacts 0.355 acre
2h. Comments: Please see attached Table 2 for impact details and locations (station numbers correspond to mapping).
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.
Stream impact Type of Stream name Perennial (PER) or Average stream width (feet) Impact
number - impact intermittent (INT)? length
Permanent (P) or (linear feet)
Temporary (T)
S1 ? P ? T ? PER ? INT
S2 ?P?T ?PER ?INT
S3 ? P ? T ? PER ? INT
S4 ? P ? T ? PER ? INT
S5 ? P ? T ? PER ? INT
S6 ?P?T ?PER ?INT
3g. Total stream and tributary impacts 157 If
3h. Comments: See table 3 attached - there are NO CHANGES from the previous permit.
Page 5 of 13
PCN Form - Version 1.0 November 2008 Version
C. Proposed Impacts Inventory, continued
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 individual) list all o en water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number waterbody Type of impact Waterbody type Area of impact (acres)
- Permanent (if
(P) or applicable)
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments: N/A
Page 6 of 13
PCN Form - November 2008 Version
C. Proposed Impacts Inventory, continued
5. Pond or Lake Construction
If and or lake construction pro osed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. 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 an impacts require mitigation, then ou MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ® Other: Jordan (Cape Fear)
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact (square Zone 2 impact
Permanent (P) for impact Stream name mitigation feet) (square feet)
or Temporary required?
T
131 ®P ? T Green-
way trail Third Fork Ck ? Yes ® No
B2 ?P?T ?Yes ?No
B3 ?P?T ?Yes ?No
6h. Total buffer impacts 12,584 16,535
6i. Comments: Buffer impacts occur at 16 locations along the proposed trail and Third Fork Creek. See Attached Table 4 for
a description of impacts by location. Impacts for the greenway trail are allowable under the Jordan Nutrient Rules Table of
Uses provided there are no practical alternatives. Most of the - 3.7 mile trail has been proposed outside of the buffers. This
trail design has been in place for several years prior to the Jordan Nutrient Rules effective date (8-11-09, just days before the
most recent permitting action). The portions of the trail that encroach upon the buffers offer the best overall placement for
the trail - the trail will be placed within the existing sewer right-of-way, which is already disturbed. Moving the trail out of the
50-foot buffer in these locations would require additional disturbance of forested wetlands, including clearing, within or just
outside of the buffer area. This application is a second 2010 modificaiton request due to contraints that were placed on the
trail system by the Durham Facilities Maintenance parking lot needs.
Page 7 of 13
PCN Form - November 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Approximately 98% of the proposed trail route will follow existing sewer and road rights-of-way. The soils in and along
these rights-of-way have previously been disturbed and the corridors are maintained as non-forested areas. Placing the
trail along these rights-of-way reduces the amount of impact to non-disturbed areas and this design was considered to
have the least amount of impact. Additionally, this route will minimize necessary clearing and is in accordance with the
City of Durham's tree buffer ordinance - a 50-foot buffer was maintained from Third Fork Creek Trail
where feasible
,
.
During previous permitting actions, the plans were revised several times in order to avoid and/or minimize impacts to
jurisdictional areas.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The use of boardwalks are planned at many crossings to completely avoid jurisdictional impacts at these sites. One low
rise crossing (Sector C, line E) will be used to minimize stream impacts (Figure 3).
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ® Yes ? No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ® Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
®P
t t
i
project? aymen
o
n-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) IT: ype 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: N/A warm, cool, cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigation requested: 0 acres
4 Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h.. Comments: Mitigation requirement was satisfied with a payment to EEP during the original permitting action in 2005 for
0.5 acre of impact. During the most recent permitting action in 2009, 0.42 acre of that credit was used, leaving a balance of
0.08 acre credit. At a 2:1 mitigation ratio for the 0.048 total forested wetland impacts (= 0.096 acre mitigation) and 1:1
mitigation for the remaining 0.307 acre of non-forested riparian wetlands, total mitigation for these impacts is 0.403 (-0.40)
acre. The proposed mitigation has already been satisfied.
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 8 of 13
PCN Form - Version 1.0 November 2008 Version
D. Impact Justification and Mitigation, continued
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 protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone Reason for impact Total impact
(square feet)
Multiplier Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
6c. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6d. Comments: Mitigation is not required for the proposed buffer impacts.
Page 9 of 13
PCN Form - November 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is 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? ? Yes ® No
2. Determination if the Project Requires a Stormwater Management Plan
2a. Does the project require a Non-404 Jurisdictional General Permit? ? Yes ® No
2b. Is the project subject to General Certification 3704 or 3705? ® Yes ? No
3. Determination of Stormwater Review Jurisdiction
3a. Is this project subject to any of the following state-implemented stormwater ? Coastal counties
management programs (check all that apply)? ? HQW

If so, attach one copy of the approval letter from the DWQ and one copy of the ? ORW
? Session Law 2006-246
approved stormwater management plan. ? Other:
3b. In which local government's jurisdiction is this project? Durham
3c. Is this local government certified to implement a state stormwater program? ® Yes ? No
If so, attach one copy of the approval letter from the local government and one copy
of the approved stormwater management plan (or one copy of the approved
Stormwater management plan stamped as approved).
4. Information Required for DWQ 401 Unit Stormwater Review
4a. What is the overall percent imperviousness according to the most current site plan? 16.00%, see Table 1

4b. Does this project contain any areas that meet the criteria for "high density" per

General Certifications 3704 and 3705? ? Yes ® No
4c. If the site is over 24% impervious and/or contains high density areas, then provide a brief narrative description of the
stormwater management plan.
4d. Has a completed BMP Supplement Form with all required items been submitted T

for each stormwater BMP? ED] Yes E] No
Page 10 of 13
PCN Form - Version 1.0 November 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
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
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
i
d ? Yes ® No
a
d
tional 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.
The proposed Greenway Trail is intended for the public to enjoy the natural surroundings and will not encourage further
development in the area. Cumulative impacts to downstream water quality are not expected as a result of this project.
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 are no waste-generating facilities included in this project.
Page 11 of 13
PCN Form - Version 1.0 November 2008 Version
F. Supplementary Information, continued
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?
5c. If yes, indicate the USFWS Field Office you have contacted. El Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A protected species survey was conducted.
NC Natural Heritage Program GIS data, updated Dec. 2008 (including Natural Heritage Element Occurrence, Significant
Natural Heritage Area and Managed Area GIS layers.
USACE map "NC Counties with Hydrologic Basins with Rare Aquatic Species":
http://www. saw. usace.army. mil/WETLANDS/esa/watersheds-rare-aquatic-species. pdf
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?
South Atlantic Habitat and Ecosystem IMS: http://ocean.floridamarine.org/efh-coral/ims/viewer.htm;
This project is not located on the NC coast.
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?
Letter from State Historic Preservation Office 11-13-02.
8. Flood Zone Designation (Corps Requirement)

8a. Will this project occur in a FEMA-designated 100-year floodplain?
_T
® Yes ? No
_
8b. If yes, explain how project meets FEMA requirements: A portion of the Third Fork Creek trail will be built in the regulated
100 year flood fringe. All box culverts over tributaries; boardwalks and other structures have been designed to achieve a
no-rise condition using the requisite HEC modeling methods, and these calculations and certifications have been
approved by the local Durham FEMA Official. In addition, the remainder of the trail has been designed so that the net
result is that no fill or other materials will be placed in the 100 year flood fringe that would cause a change in the flood
fringe cross section anywhere along the project limits, other than the structures described. (Submitted by Coulter, Jewell
,
Thames, P.A.)
8c. What source(s) did you use to make the floodplain determination? Project engineer (Coulter, Jewell, Thames
P.A. has
,
flood layers depicted on drawings.
-
-
7
rage .IZ or 13
PCN Form - November 2008 Version
F. Supplementary Information, continued
Kevin Hamak, Agent
11-10-2010
Applicant/Agent's Printed Name Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant Date
is provided.)
Page 13 of 13
PCN Form - November 2008 Version
Lr) 00
' j L u
d ~ l+D (N
+ L+O
O
? J
d
C =
N S
F V M
rl
Ln

N
j
M
N
l!'t
N
r4

N
LD
w

O
-L
O
t!1
00

Ql

r-i

N

ri

a) ',.

M
LF)
N V rq 0) .-1 o oo ? h c-I ? co
I
N
H
01
N
a) r- v-i M V V N r-I r-I e-1 .-I N
O CL
N
- I 1, 1 I ?

CL L --
d O
o
H
++

L!1
01
to
v
h
Ln
1
oo

h
0) H

-1 !
av
N

00
00
N
v N V
M h
! M T
m w
h H
m a)
cr N
o0 O ^ N
c-I O e
r-L O a w
0)
N w L
l1 N N N I N rl ! -4 N ! N N H N
C
Q
N i I
i
- Q
_
'
00
N
M
La

._
L Q

00

h

N

m

0

Il
f0 y
N 1
I
l i - a)

N
O

00
O I

O

N 00

W
w

?3
', m

'',

)

I!
O

LD

O
00
O
N
Ln M O
L
N fl7
h
U1 t71
N ?Y Ln
Li L ,
V n
h .
M N N
I
l0

al 3
f .--i f+') .--
H QJ
4
I
N i I. I ? 3
- -.. _. _. ..I L-- . . -_.. -' ---- -__. --------- ---_ '_ i ..-- _.__---- ro
L
M Y Y
Q
W k O
.
E n oo Ln h h Ln ° 000o o°o h o o m h Oo
H lOD N l L?11 H OH0 I` H m O .--1 0e-10 o H r-I r, N L Y
T

!
O
O
O_
0
+'
Id ', II 1 O
? N ? I 1 ate-.
=' O O O O O O O O O O O O O O O O
6 C C C C C c C C C C C C C C C C O
L a) O
I
I l

co
3 i
Y
- -. -.
--
G)
Y
(1)
Y
a)
Y
a)
Y
a)
Y
(V
Y
a)
Y
N
Y
(1)

a1

a)

a1

al

a1

a)

al )

a1 i

7
E 2 v O O 2 v 2 i) 'I v v v 2 O O 2 O U
Lo U U U U U U U U U U U U U U U ()
Z Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y t
E O O O O O I O O O O O O O O O O O o
m LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL L
` 'D 'O -O a -O j -O -O -O -O -O 'D "O (a
L t L L L t
F t L
F L t L
F L t L
F L
F t
F O

L fid fi (i Li fi fL6 (? fi4. T T f?0 fi fid fi /a Y
Q m
'
C f0 T
() T
m T
m T
f0 T
c0 T
LV T
la T
cp T
fD T
(a T
fD T
m T
m La T
f0 T
La a
+
0 CL
c
c
c
c
c
c
c
c
c
c
c I
c
c
c
c
1
u E I, h (1
)
a)
p[ (1)
a) (1)
a1 a1
v a) a1
v a)
a) (I)
a) a1
v Q/
(1) a)
a1 Q/
(1) a1
v (1)
(1) a)
ai a1
v v
o UO
l7 C7 C7 l7 l7 L7 l l9 c7 l7 1 C7 l7 l7 l7 l7 l7 0
+ Y

o
ci
V
d'
N
O m -1
+ 1 m
l + r,
+ 1-1
+ Lr) C)
00
+ 0
`j
m + + + + 'a M N N Ln '...I +
+ 00 N
n O
Q n h 11 r4
m 0
a)
-4 N eM1 M- O
Ln O O
LO h N O
•0
N +' 0 0 o o o O J O O YO o 0 00
M o
N l II Q
Y ° + Y o

H O
re) O
o
o O Ln O
v
° Ln
V c:>
r4 O
Ln O I
° O
+ f0
n
3 }

lD +

Ln +

h +

O

l

+ +

4 +
+
+
'
?
ro

E
a/

O
co

--1

M

Ln
O
00

lD
rn
h

l
-
e-i
H

ON
H

N
H IT

M
H

H

00

LO
1

-
r-
r
C In
H m ;7

y
a`r
) Ln W ° ° h
00
Y C))
CD
Y N
m
v
t
Ln
1 ao
o
H

~
.
Q
0) ri --? -4 H 00 -4
H N 'A N
N N N
! N N N M M
3 L
N
Lb E
U O
U D
U D
U O
!
U D
O U D
U
' O
a U D
U ,
U
U O
U D
U
U D
U
U L, U U
~ _ ~ STORM DRAINAGE PIPE i~iNAGE PIPE SCHEDULE fpv ~ ~
NoTE: SIZE LENGTH SLOPE ~ ~ ~ ~ ~ 14 ~
{'`I WHEN REPLACING FENCING IN THIS AREA THE SIZE LE t 2 ~ ~ 30" 20' 0.75 ~ ~~L13 \ ~ ~`~o \ F \ ~
~ OPERATIONS FACILITY NEEDS TO BE SECURED AT L1 30 20 PC STA L2 30" 24' AA ` ' + I t THE END OF EACH DAY. DO NOT LEAVE FENCING "
175+6.93 K OT A M Y T L3 30 12 ~ OPEN OVERNIGHT. PAR ING L REA A NO , ° EW MANHOL ~ ~ 30 12 1.0% ~N~IJGT~NEW URB INLE(f-4 o°~ ~ DETAIL 7fl? x
~ ~ ° ` BE ACCESSIBLE FUR TRAIL GONSTRUGTIDN ON L4 18 12 18" 12' 0.5% VIEW CB-4 ~ AS IL 6iY?-7. L12:~ r~ ~ ~ ~ o TC ~ ~ INV 264,99
~ , • ~ A. WEEKENDS. L5 18 18 OTE: CONTRACTOR PTO REMOVE y t I ~ L6 18" 12' 18 18 1.0/o GONNEG NEW RB INLET r~~ ~ ~ ENV OUT 265.1 $9,
G &;RESTRIPE A5 ~ 1V j L7 30" 12' 18" 12' 0.5% NE ' j - WITH 18-INGH I~- ~ sti L11 ~ ~i , ~ ~ OP ELEV 270.2~ye+ ~ 30" 12' 1.5% RG~'. SEE HEDl1CE`~l~ '~.I, ~ ~ <7 POP a
~ SHOWN; `:,1~:~:` ~ NOTE: L8 24" 12' ~ . 24" 12' 0.5% D~ METER PIPE. ~ ~ ~ ~ ~
f ~ ' , ` ELEVATIONS SHOWN OP PIPING AND GATGH BASINS L9 24" 18' n , ,;ti; 7 24" 18' 1.0% `G-. ` ' ~ ~ ~ ~ EWM14N~fOJ..~=~~~'"~ / ~
PROVIDED BY THE CITY OF DURHAM "AS-BUILT" L10 24"' 12' 24"' 12' 1.0% NEW GtJ I / p
9 JS ~ DRAWINGS FUR THE CITY PUBLIC WORKS L11 24 12 NEW URB TRUCK ~ ; ~ ° ; 24" 12' 0.5% -I-~ ~ i~_ ~y. SEE~ETAIL~~Y/r J ~ R t .~I~, ~ ~ ~ f INV N 264.79 24 d
r'I.}~~ ~ ' ~ MAINTENANCE FACILITY. L12 18" 18' PA KIND ARE - SET BASK 18 ~ ~ EXISTNG FENG~;' , ~ ~ % 18" 18' 2.0% ~ ' ~ ~ ~ , > IN IN 264.75~,'(18~j ~ o
TINGi CURB P05 ~ SUPPORTS , ~ , ; L13 24 20 ~ ° TREE PROS-~ ~ ~ ` ~ ~ I~ oUT 264.9/(2 ~ o j~~~] 0 15 12 0.5/o r ~ t , ~ OP ELEV 77b.j9 ~~VV~~~
TO E REMO ,VED LEGEND ~ ~t ~ ~ , ~ , I~NGING ~ ~ - ONNECTC,NEW (PI ING FOR 1 Z
ET PENG r7F NEW PROP€RLY , - ~ , , ~A~- ~ ~ PROPERTY RELATED ITEMS - ,•271.3 ~ , , L14 TO',, EITWEO BELL OR ~ ' z o
CURB AND GU AND 3' PROM ~ ~.:I ' DIS 05ED b,FF 547E f, i r ~ F % , EXISTING PROPOSED ~ - +T(~~ ~ ` }SPIGOT ENb 0~' 1XlSTING ~(PE ~ ~U [11~J~~~PA
5 E ,p t ~ r ~ TRA~-TL:~S SHE T RE: ~ - - PROPERTY LINE ~ ~ o
FENCING AN SEGURITY;'0 THIS ~ ~ ~ f ~ - - 0820-17-11-2334 PARKINS AREA. ~ ~ ~ J - e- EASEMENT LINE r,~ > ~ , ~ W1~`~NH~OLE-3 ~ ~ z
i 5o7-al-oo3 ~ ~ .°.r, . ~ ~ EE DETAIL; 7/D17 ~ ~ ~ ~ 111 West Main Street { ~ ~f
f 1~'6/D-2 CITY OF DURHAM r.~~ ±I ~ ~ STRUCTURE DB 47 / 458 ON THIS ~ ~ I + ~v I 64.25; (18~ ~ w Durham, N.G. 27701 ~ ~ ~t I v IN 264.25' l jr.; ~ w p 919.682.036$
~ / -o-o- X X FENCE ZBNING~ R-20 SHEET TO BE MULCHED WITH ~ o ' ` 1 ' ~ ~ z ~ ~ ~.I , IN 264:5 24") 1 . ~ fi 919.688.5646
USE. FACILITIES ,I. a ~ ~ > RETAINING WALL -'--SH HARDWOOD G~ ~ ~ I u_OU~` 26~ i s ~ ~ , z www.c't a.cam
MAINTENANCE ~ + i E 'INC~-PENGE, i BA ULGH o.: :;1:' i to NEW-C6=3------__ ~ ~ TC 269.9 L8~',{' ~ ~ C NNEC~NEW PIPING` FO L6,nU, w 1 p
~ ii P ~ SUPPORTS!. , ' PAVING ~ 1V .ti.. ~ T BE REMOVED. , ~ , INV N.264.48~ , 't { L AND,L10 T~0'EITHER~ ELL.,,R ;
~ ~ EXISTING ~ PROPOSED <; D PROPERLY ~ ` ` INLET PRQTEGTION INV OC1T ~ ~ 1 S GOT END (QF EXISTIN~PIPE ~ /
• • ~ D POSED OPF SITE , I <%; r ~ _ CURB ~ GU17ER 2 ~ AILS 8/D - 3 Lg ' L7 ~ ~ t ~ 1'
30.0 ,I ti ~ I „ i. G,~, ~ F • , ~ EDGE OF PAVEMENT ` 10 JS ~ ~ ~ ~ ~ l f 271,6+ i~ ~ ~ ~ ~ ~ 1
- ~ ~ ~ ~ ~ ~L10 L6 1{ ~ ~ ~ ~ ~
_ ~ CONCRETE SIDEWALK 7 .k ` i ~ s % ; f-
F; ASPHALT SIDEWALK 1
11.0 TYP " ~ ~ ~ 1 ~ r:~ _ - ~ ~ ~ ~ EMD~fS}f EXI TINS /
is / HEAVY DUTY ASPHALT , \ SIDEWALK ~ FENG ~~,GI~RB ~Q ~
(2~ RELOCATE 61V ~ \ j NSTRUGT N CURB .INLET-3 AS ` t GIJTTf~~, r
SLIGHT POLE u`~ i1 % ytq STATIONING FROM POINT \ I j ~ t+4321 OF BEGINNING 1 ~ ~ ~ ~ NNEGT NE GURB INLET TO NEW ~ ~ r j
) ~ s~;`;` POINT OF GURVATt~E \ / ~I r ~ ~E~3-l~I-T 2'4-INGH RGP. ~ yr t ~ 1~ , ~ 1,1
~ ~ ~ >ir POINT OF TANGENCY \
~ \ UTILITIES \ ' NEW 30 CURB is ' I ~ t~ \ ya- ~ EXISTING PROPOSED \ GO~STRUGT NEW #GURB ~ :'~~+27x2 ~ 1 ~ ~ ~ I ~ ° ~ ~
~ GUTTERS, 'CXIST G LIGHT', ~ e INLET-2 AS SHOWN BY ; ~ - , o ,r ~ 4 ~ ~ ~ ~ ~
RE:10 -1 ~o ~ POLE 0 BE Q UTILITY POLE 40.0 ISLE ~ ~~t . ~a ' I . RELY ATED TY4'. ~ % A DETAIL b/D-7. ~ i ~ ' ~ ~ ~ ~ 1 Projec#:
w -f~ ~ , ~ ® ~ GATGH BASIN \ ' i ~ GONNE~T NEW GURU" INLET h ~ ' ! ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
• ; ~ 1 ~ ` ~ ~ RAISED MANHOLE \ r € ss o ~ \ TO N~-M4~iHOLE ,2 WITH ` ` ' , ~ ~ i ~ ~ THIRD F RK
r ~ ~ ~ ' % -so- ~ STORM DRAINAGE PIPING \ 18 INGH~RGP. '7~ 3 / 0 .J
~ 10.15 ; ~ ~ , --so v , t < ~ 2 , ~ ak~ O CULVERT ~ IY f ;v ni ' ~ i ~ f - - 1 \ \ ~ ~ - ~ ~ i r CREEK TRAIL
~ EXISTING TRUGKWASH,~' ~ s~ ! ` r:~ ~ jib \ - - SANITARY SEWER ~ ~ EXISTING TRUGK ~~WASH ~ / r ~ ~ ~ ~ +l
~ ~ ~ ~ i~ I ~ AREA TO RET~1AIN j,:~ _ . ~ ~ AREA TO REMAIN ~ ~ ~ ,
0 ` [ ~ ~ Fo FIBER OPTIC LINE UNDISTURBED r;. ~ , X15TINGPEN ~ UNDISTUR$BD ~ ~ ~ ~ ~ ~ t~ j r_.~--~!, E 1~'ROGTION FENCIING
` ~ ` ~ OSTS ~ SU -0RT5 :TD~;;% NOTE: CITY OF DURHAM SEWER LINES ~ ) t~ ~ ' , a~, " EASEMENTS 5HALL BE ACCESSIBLE AT ALL ~tt ~ ~ ~ NEW -2 LS~.~.~~ L4 , ~r / ~lD-~~~ TC 269.9 rG ~ ;
~ BE REMOVED',AND~ A AI ~ ~ T1ME5 FOR MAINTENANCE ND REP RS ~ I ~ ~ / ~ / INV OUT 265.16 "t ~ ( tl DtrttxAy pp~ SPACB AND TttaDs
EX~S~ING CURB ff ~ ( PROPERLY~DI5P05ED ~ THROUGH CONTACT WITH THE GENERAL GUTTER TO BE OFF SITE i coNTRACTOR. ~ ~ a ~ ~+211.6., ~ / ~ ANHgLE-2 ~ ~ " 5 E ET 7/D-Z ~ ,
f ~ ~ REMOVED , t. ' ~ ~ a H l TOPOGRAP Y ~ , ` ~NV I 264 ~8' ` a~
f: i ~ 338 ,s /INV UT`~2 4>93 ~ ; N4RTHISOUTH DEMOLISH E 15TING ENGE ' x t~ TOP` ELE~+/ 7~1 60
~ ~ 338 _ ~1EW CURB AND , •t CONTOUR ~ GURB ANDS GuT~ AND ; . o/ c~NN~~;~Ew~~PIP,~c ~ ~ TRAM SYSTEM
C-:~1•TER IN TRUCK ~ , • X 157.5 + 157.5 SPOT ELEVATION (TRAIL G/L) 26.0 ISLE / \ PROPERLY LISP SE OFF ~ ; ~ ~FOR!~L~ PTO -BELL JOINT> ~ ~ i ~ ~ ~ ~ ~`EXISTINC~PiPE f~a~ 1. DURHAM NC
PARKING AREA - ~~I.`~ ~ ' ' SET BACK 9' PROM 7 1V ` r~ " _ STREAM (TOP OF BANK) SITE M a x TREE~'l <~Y~ i,~~ r
21.0 ~ ES<10, •f , ~XISTING CURB ~ y - E~ - FLOODWAY \
RESTRIPE POR _ . ~ ~ ~ 3~ ~ x ~ ~
22 SPACES 3O' ~ ~ y ~ ` O//~ r - Fa - FLODDPLAIN (FLOODWAY FRINGE) \ 6.15 ~ ~ ~J ~ <J~%?/~ \ ~ x~`~~ ~ ~w
_ LONG X 11 f so" s~ean a~F~: DURHAM STREAM BUFFER
.WIDE ~ ~ ' , . REQUIRED (SIZE VARIES). ,i ;r 11.0 jYP ~ ~ ~ ; i~~~' I ' ~ ~ /
i „ ~ 2 TD NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL ~ r ` i ~ ~ ~ , ~ ~ ,r ~ (r ~ \ ~ ~ OWNER:
i TO $E DISPOSED OF OUTSIDE OF THE FLOODPLAIN. , . ~ ~~1 ~ _ , 1 ' % r. ~ I ~ CITY OF DURHAM
r~" - >j i j ~ 101 CITY HALL PLAZA i ~ j NOTE: NEW GATGH BASIN. . ~ yj I ; '""r° ~
30.E ~ NOTE: WHERE NO PROP05ED GRADING iS SHOWN, ~ 1RAiL IS TO BE GONSTRUGIED TO A • 10 S ~ DURHA~1, NC 27701 n
? FIN{SHED TOP ELEVATION 1T~fAT MATCHES ,t'~~ ~ R)r:6lb=-7 ~ ~ / ~ ~ < 1~ { ~ ATTN: BETH TIMSON
i 6 1V I ' : ~ THE EXISTING ADJACENT ELEVATION. ~ R)'USE FRAME ~ GRATE k~ , , ~ ' ~ ~ PARKS & RECREATION DEPT XISTING GATGH TO` ~~~+271,1 ~ I~"
~ ,e ~ ~M'E 2 . ~ , ~ ~ ~ ~ ~ ph: 919-560-4355 BASIN IF NOT DAMAGED x l , ~
NE FENG~ TO BE 5 OPF . s DWQ WETLAND ~ STREAM EROSION CONTROL ITEMS ~JI~URB AND ~ ~ E~UEFER IMPACTS PROpoSED ~ ~ t ~ ~ ~ fx: 919-560-4021 V DEMOLITION(TYP.) ,Y ° /i
TTER AND 3' PROM ' ~ ~ ~ / SILT FENCE (TEMPORARY) E ; Y ~ , ~ ~ STRUG W GURB ~ ~ ~ ~ ~ti~iriu~e~~~
.,y - ~ WETLAND IMPACT -SF EE NOTE THIS ' /y RE:2/D-3 ~ 38.0 ~ , ~ •
I ~ ~ 50~f 1REE PROTECTION FENCE AISLE SME T FENCING AND • ~ ~ S,rREAN( gUP WETLAND TEMPORARY RE:3/D-3 (TEMPORARY) - - - ~ ~ M ~ ,o C A i t I ETi' 1 AS SHOWN $Y ` ~ ~ t I:R ~
a' HIS PAR i G 25. ~ ~ ~ ; ER Q 4 4 p II OFT K N I t t, ~ IMPACT TEMPORARY DIVERSION ` ~ - rsn - ` ~ ~ L 61D-7. ~ ~ ~ ~ ~ Q`~~.•~pNDSCgpFy~~'~
AREA. i ~ STREAM BUFFER DITCH RE:5/D-3 ~ / CC~NNNEGT NEW GURB ~ ~ ! ~ % ( ~ : ~ ?4
~ RE: 6/D-2 ~ `'~~k~' ' ZONE1 IMI'AGT o 0 o o° ROCK PIPE INLET ' 6 1V I .~W: e ° ~ EAR ES TO 10 a ~ , } . < •~«y 511ZEAM BUFFER PROTECTION RE: 1/D-3 ~ / i~!_-E-T TO NEW l ~ ~ c x s~ 1 fl50 x c
~ , ROM NE TRAIL ; • ZONE 2 IMPACT SEDIMENT TRAP RE:9/D-4 MANHOLE 1 WITH ( ~ ~ ~ - NGH RGP. ~ ~ ~ ~ 51~iT EENGI ";~d `'r
c 38.0 ~ ~ i ~ } F ® TEMPORARY ------_I''' ~ STREAM BUF ER ( ) / AISLE ~ t • ( "fi r i 13 G5 1 TEMPORARY IMPACT l t , I I ~ : I ~RE: 2/D 3 ' . ~ r, Lf` ~P
' ~ ~ . ~ ! ~ ® ROCK GHEGK DAM :1.
ALL RESEEDING OF DISTURBED PT STA 11.0 i 3 AA RE:7/D-4 (TEMPORARY) 5 ~ I T E EXISTI G 170+63.44 < ~ %`s l ~f ~ - ' ~ { ~ I ~ E MANHO E-1 ~~N H A~ ,10` 5 `
AREAS IN THIS SECT19~i S O B / F TEMPORARY EROSION CONTROL MEASURES f -FENCE TO ~ ~ ' ~ j 0830-17-21-0258 REMOVAL o ALL RIPARIAN GRAS MIX. f ~ ~ ~ ~ I 5 DETAIL 7/D-7 ~ 4 N~ C _ ~ ' I ~ Itd~l N 263.40 0")
AND RESEEDING OF THOSE AREAS FOR STABILIZATION IS \ r EXISTING FENCE, 2 ~ 509-01-001 ~ IN i ` ' TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS, e ~ i~ V T 270.8 i ~ ~ ~ INV ~UT 263.35 30)
P05T5 ~ SUPPORTS ; y' f CASWYCK-HVF LLC \ ~ ; ,~,_,_,~f~ ~ ~ ;I! TOP f$EV 271.20 ' -"1 INV 0 2t~fi-26~. ~ ~ ~ ~~1:~ ,",<1 OrONNE~I' NEW PIPI
r TO BE REMOVED ~ . ; DB 2246 / -109 ~ - : x ~ , ZONING PDR 3.44 DWQ 50 STREAM BUFFER VEGETATION Q 10 G5 , USE; VACANT ~ ° +2710 ~ ~ \ FOR L3 0 BELL J01 ,
E.', ZONE 1 (30-FT) ~ ZONE 2 (20~F1') EXISTING PROPOSED ~ ~ ` ~ ~ 0~ EXISTI PIPE ~ ~ . i~
/'c` -~g._ 1T~EE TO BE REMOVED ~ r, ~ • ~ 1,7a+3o. 6 s ~ ~ ~-L3~"~ ~
REAM ,,,P TREE/SHRUBS Q Q~ i~ L1 ~ \ ~ ~.A T~ PRO TION
~ ~ ~ . • NOTE 1~fAT EXISTING 1REE5 ~ Q 4 TIE INTO EXISTING ~N' > ~ r ~ ~ ; y 6° AK ~ ARE DRAWN WITH SCALED 0 < O _ _ 13 ~ RooT PROTECTION zoNE ~O ,F COQ ' NEW CB-1A ~ ~ ' ~ FEN ING
y0 0820 17-11 2334 FENCE w/ NEW x ~ ~ \ PT STA EQUAL TO 1' RADIUS PER 1" 6' ~ ,~~u ~ ~ ~ ~ ~ EX. INV IN 263.89 ~ ~ ~ ~ ~ RE: -3 ~ INV OUT 263.84 " ~ , ~ ~ ~i
507-O1-003 ~ z PELAGE CORNER r t x,70+16.80 ,,,QN~E 1 1T2EE TRUNK CALIPER ~ CITY BF DURHAM 1 QP ~ ~ so- M c~
4~ DB 47 / 458 ` ~ ~ CAENR BUFFER ,-,~,_.r ~Y. VEGETATION LINE ~ i GOI~STRUGT NEW GURB ~ ~ ~ I
,c~ ~ ZBNiNG~ R-20 : { NT5 .z~ME ~ _ , < 10' CONCRETE TRAIL ~ ~ E . USE; FACILITIES _ ~ ~ r INLET-1A ASSHOWN BY , ~ SAC 1, % ~ Job Number: 083
MAINTENANCE - ' 4' RE: 7/D 1 L~ DETAIL 6/D-7. ~ ~ ~ 'I ~ ` 1\, x~= 1k~ Y ~ %;t % .
. , , r, ,G,. + ~ ~ ~ ~ ~ , I NNEGT EW GURU INLET-1A + ~ ~ ~ ~ . ~ STREAM BUFF R o , ~ ~`fi°'~ SY~,; i ~ ~ ~ ~ Drawn w~.R cP ~w ~c Ka ~
O I ~ PC STA ~ ~j FOR NEW CURB AND GUTTER IN FACILITIES MANAGEMENT ~0 NEI~ GURB INLET-1 WITH ; PAG S ~ x ~ 1 ~ r Checked DAJ EOS TRK SAB KH NEW 30-INGH RG . I ~ a % ,
169+85.50 _ y~. ~ PARKING LOT: 168+ ~ ~ x~ • r j ~ ~ ~ ~ Date 10I28J05 CD RESUBMITfAL " - ' ~ ~ i I ~ ~ ~ Revisions 2115106 BID SET
i. ~ I ~ SAW GUT EXISTING ASPHALT AT NEW GUTTER LINE. ANY REPAIR ONE 1 1,~35- F; ~ x~ , . -----_____t ; --~1,4~ S~ C ~ ( 3!05108 ISSUED FOR
j WORK TO THE ASPHALT IS TO BE DONE WITH SAW GUTTING AND ' 1'• `1 ~ ~ ~ ~ ~ ~ CONSTRUCTION ~ ; w .L0>. ~ ~ 816109 BID SET
~ ~ i . ' ~ o A PATCH INSTALLED FULL DEPTH WITH ASPHALT 59.5A AND / t ~ w~ a ~ % 1 ; ~ 8(31109NCDOTcommenfs
~ SHALL MEET EXISTING ASPHALT GRADES SMOOTHLY. ANY ! I. `s i I ~ ~ 3 ~ ' ~k' ~ ~ I ~ 417h0 DWQ REVISION
} ~ ; STRUCTURAL PROBLEM5 WITH THE SUBBASE THAT ARE _ EXISTING I EXISTING PARKING AREA ^ ~ DI SGUVERED AFTER GUTTING ASPHALT ARE TO BE BROUGHT TO TO REMAII EXISTING PARKING AREA w ~ ~ EXISTING STORM r ~ ~ ~ ~ ~<< ~ ~ ' RAINAGE SYSTEM ~ w ! ~ ~ ' ~ ~ ~ ~r811o DwQ Rev
TO REMAIN UNDISTURBED ~ L,. I y , _ 1 THE OWNERS ATTENTION IMMEDIATELY PRIOR TO PATCH WURK ~ :..1. TO REMAIN UNDISTURBED ~ ~y;..z~
~ I ~ ~ ~ BEING DUNE. % ~ ` J ~ ~ INLET ~~,PROTEGTION (TYP) x , _f= I ' ~
.i , i CLEAR TREES TO 10 I :r j + , ~ETAIL 8/D - 3 x` `
FRUM NEW ~ ~ ~ ! , , ~ ~ ~ ~ , ~ CONSTRUCTION DRAWINGS
CONCRETE TRAIL ! ! ~ ' rya, ~~f8'ry S~(; ~
i ; , WHERE NOT INDICATED, LIMIT OP GONSTRUGTION ~ I I ~ Sheet Title:
1 o ~y : , , WORK 15 SILT FENCE OR TREE PRUTEGTIDN FENCE n s ~ Y ° i ~ ! ~ I ~ :
1, l ,
I 9 r • tic ~ _ - - - - - ~ I ~
~ ' ~ ~ ~ • SOUTHERN
I ~ ! C'Pr, ~~.~n~ ~ I >x ~ f ~ I 1?(1TTT~T11 A ]~?TTi~C'
768+78.6A I • ~ ru.u.~ ~ ~ J","EMV PARK uniai,u
S & LANDSCAPE PLAN GRADING & EROSION EROSION CONTROL P 30 ~0 3~0 60 90 SECTION 3
CD-30 DWQ iPETLAND IMPACT (IF APPLICABLE) DWQ STREAM BUFFER IMPACT
TRAIL - SOUTHERN BOUNDARIES PARK - SECTION 3 UFFER IMPACT (IF APPLICABLE) Sheet Number
1 "=30' Scale 1" = 30' CD-30.1

\ ~ _.z ~ V ~ ~ ~ - - - ~
ca+~ T ~ l ~ i J
~ - - - s NOTE. ~ IiATCHIdNE BB J
y DURING FENCE RELOCATION, ALL FENCING MUST BE - : ~ ~ SECURED AT THE END OF EACH DAY SO THAT THE ~I
I ~ ~ _ _ OPERATIONS FACILITY PARKING/STORAGE AREA 15 _ _
{ ~ T EF OPEN OVERNIGHT. _ - - i ~ NO L T
;I ~
~ _ I t, . ~ --d.~
i ~
{L ~ i ~ u - NEW GRADE ~ ~ ,V ~ v~ ~ ~ ~ _ ' / ~ a TM it G \ , / / d

~ ~ ~o~; . 0820-13-2=393,4 ,rf - i i TM 414.01.002'`
~ - ~ j - . ~ I CITY OF DURHAM / m
EXISTING FENGE TO DB 4232186 - ; • ~ ZONING: R-20 , `~r'``,~MAIN UNDISTURBED ' . i i
~ ~ ~ LAND USE: VACANT
~ 1 _ , ~ i LEGEND W ~ ~ / ~ ~ I 2 , I ~ ~ - ~ ~ - \ ~ Z 1~ ii ~ ~ z a
o i , TEMS o ( . ,o s ~ j i'ROPERTY RELATED I I ` W a J ~~l~.lll IJ iJ~~PA
i + i ~ . ~ - EXISTING PROPOSED ~ ,I ~ ~
~ ~ a - - PROPERTY LINE. I i t ° ~ ~ A' ~ . ~ ~ ~ ~ a.
~ ` + ' ~ ~ ' ~ a - . - - - e- EASEMENT LINE r t ~ 1 n ~ ~ + ~ ~ f z
a, i i ; ~ 4Q / 9~ B~ ~ I i Ate,. l/ ~ ~ ~ ~ ~ 111 West Main Street i ~ ~I ~ I ~ ~
I . . ~ STRUCTURE ~ , ~l ~ f, / ,l Durham N.C. 27701 f ~L, ~ ` ~ ~ '
o ~ Q+ ' ~ -o-o- =X=X= FENGE o F, 'I l~~ ~Q' ~ ~i ~ ~ z p 919.fi82.0368 _
_ T I I • s . a G~ ~ RE AINING WALL `P~~~ 1-PT i,
~ ~ C'} ~ ~ - o>, I - ' i ~I ~ / / - LL a . W www.cjtpa.com _ r ~ ~ F,- ~ /
4 %'s~=~ i'AVING ~ ~
~ ~ EXISTING PROPOSED
IN OF DISTURBED h i~ ALL RESEED G . . - . ~ ,t GuRB ~ GUTTER 'I ]I f / / ~ s/ / w
AREAS IN THIS SECTION lS TO BE (II ~ ~ ~ a EDGE OF PAVEMENT RIPARIAN GRASS MIX• ~ ~ I I ~ - . . 1`~~ -
~ ~ ~ III ~ 6
I I( .f ` ~ O • i ~ ' ~ : CONCRETE 51DEWALK . . xi ~ I , ~ ,o~ ~ ~r i `i a
-.w. I I y , Vtb ~ ASPHALT SIDEWALK I ~ . - - - ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ / TREE PROTECTION E _e ~ 03 r~ ~
I, ~ - EENGE RE: 3/i?-3 ~ I ~ ~ ~ / m ~ I i i t
r ~ ~ ~ L ? HEAW DUTY ASPHALT •o ~ _ . a l I I _ d SIDEWALK
~ ° T I ` ~ ~ « sTn STATIONING FROM POINT ' ~I > I ~ 0~. ; t+as.2t OF BEGINNING i ~ - /
II I !~F y ~ 5 ~ POINT OF CURVATURE ~ F , ; ~ SILT EENGE ~ 1 ~ ~ a / ~ x ~ `,~5 4~',
POINT OF TANGENCY RE: 2/D-3 b ~ i~ ' ~ ~ ~ ~ a m ~ ~i
10' WIDE NEW ~ ~ ' Q'° UTILITIES ~,i ~ F EXISTING PROPOSED - _ ~ ! ,i
ASPHALT TRAIL RE: t - - ~ _ _ _ _ _ _ - ~ ~ ~
1/D 1 ~ ~i Q UTILITY POLE C I, ~ °'o-, ~ l / / i~ ~ ' ~fi"_ / ~ ~ / ~ ~ ~ ~ Project:
.LIMIT OF WORK ~ ~ I ~ ~ - ' ; ® ? GATGH BASIN ~ p ~I A ~ ~ / ~ / ~ r~ ~ ~ i; ~
~ i b - ~ ; ~ ss RAISED MANHOLE LIMIT o>? woR~ ~ ~ '~I i ~~L/ ~Q~/ ~ i , ~ THIRD FORK
t I ~ I ~ m ~ a ' ~ A NA PIPING I l i W ~ s -so- .--~so- STORM DRAT GE . ~u/ - F
, , U PERT O GL ` 1 ~ ~°f ~ ~ ~ CREEK TRAIL
t p l ~ ~ ~ ~ a « ~ ,,y ~ , EXISTING FENGE TO i ~ ~ 4? - - SANITARY SEWER
REMAIN UNDISTURBED ~ ~ ' _ - - y m - - - - -FO- FIBER OPTIC LINE
~ Q i ~
~ ~ ~ NOTE: G1TY OF DURHAM SEWER LINES 4 ~ I ~ - . . t ~ a ~ ~ / E,A!3EMENTS SHAI..L BE AGG)=5SI8LE AT ALL ~ 1 ~ ~ o. i , II,~ m~ ~
~ ~ ; t ~ I Q . a ~ - _ - TIMES FOR MAINTENANCE AND REPAIRS
• a ~ (y 1~ ~ THROUGH CONTACT WITH THE GENERAL f - CONTRACTOR. ~ ~ ~ ~ ~ ~ s ~ m } ~ ~ Dix 4rEx SPACE ~ TRAtIS
~ b . , ~ , TOi'OGRAi'HY
PT STA ~ ~ ~ . , Y , d _ i d 338 ~ I ~ ' ~ ' ~ / ~ - NORTHISOUTH
p 338 _ 178+93.75 ~ ~ GoNTOUR ~ ~ .~M ' ~ ' ` ~ / TRAIL SYSTEM
I' ~ ----s - X 157.5 + 157.5 SPOT ELEVATION (TRAIL G/L) ~ti ~ ~ I r ~ , . DURHAM NC
II ~ gyp,, s ' , - ~ - ~ STREAM TOP OF BANK) (
a l +1~2t~
~ o ~ ~ - a~ t ~ ~ Fw FLOODWAY i , , . c~" - \ ~ l rt: ~ . ~ a ~ a w .
~ ~ A~ _ ~ ~ ~ - ~P - FLOODPLAIN (FLOODWAY FRINGE) DELINEATED WETLAND AREA ~ - - - - - a - - 6F - - - -
~ ,z 1 ~ 'AT so' STREAM BUFFER DURHAM STREAM BUFFER 127866 5th FT - 2.94 AG PC STA i S ;1
~ REQUIRED (51ZE VARIES) 4 i ~ - - ~ NO IMPAGT AREA 178+61.83 \ ,s ~'0 ~ 1 ~ \ F~' \
. o 9.37 REV - G - r - . . - .`~0 tiS m ~ NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL 178+5 - ~0 i- _ _ V ~ ~ ~ s ~ \ ~ s y ~ ~ OWNER:
•~t: °.:t~;;.. _ F: 't'G TO BE DI5P05ED OF OUTSIDE OF THE FLOODPLAIN. ~ a ~ 6 m a - a x. ~ ~ ~ , ~ ~ ~ ~ a ~ ~ ~ CITY OF DURHAM f
END HEAVY D TY ~ ~l STREAM \ ° ` 101 OITY HALL PLAZA STREAM BIJE3=ER IMPAGT ~ ~ ~ , 4--~' j ~ 1 !
14MG i , ~ 1 °'~S.GUM 2 0~ NOTE: WHERE NO PROPOSED GRADING f5 SHOWN, ASPHALT PAVING ~e 0 • . ~ ZONE1 577- ' .~.~5:.:;;;, I° ~ ' %i Ct TRAIL 15 TO BE CONSTRUCTED TO A ZONE1 577-5E; ZONE2 2,569 ~ , , ~ ~ ~ m J DURHAM, NC 27701 _
O, ~~a,, i FINISHED TOP ELEVATION THAT MATCHES . ~ ~ ~ 1 ~ _ ATTN: BETH TIMSON
a ~ ~ _ ~ y THE EXISTING ADJACENT ELEVATION. ~ A END CONCRETE TRAIL , , ~ , _ _ _ _ - - - "y ~ ~ ~ PARKS & RECREATION DEPT
\ ~ ' ~0.,v ~ ~ ~ ~ ~ ph:919-560-4355 SILT EENGE ` ` ~ ; ~ ~ ~ fx: 919-560-4021
0820-17-11-2334 START 45 LF HEAVY DUTY W ~ . : ~ ~.a~' s:, DWQ WETLAND ~ STREAM EROSION GoNTROL ITEMS Y 507-01-003 ASPHALT TRAIL RE: 3/D-1 PT STA '"q BUFFER IMPACTS PROP05ED RE: 2/D-3 ~
~ ~ ~ ~ CITY OF DURHAM 177+89.6 ; i . rte.. 1 , SILT FENGE (TEMPORARY)
DB 47145$ t F-- WETLAND IMPAGT -Sf RE:2/D-3 ZONING: R-20 a ~C~ \ `
~ I / ~ \ 1 TREE PROTECTION FENGE USE: FACILITIES CLEAR TO 1O FROM _ • • ;,_~-V,<`..., tr . A 2~; m`.,.~,, 'IA ~ YVETLAND TEMPORARY RE:3/D-3 (TEMPORARY)
MAINTENANCE EDGE OF NEW TRAIL PC ~fiA . ~ ~ ~ ~ ; ° ° ° ~ IMPAGT - S -TSB - TEMPORARY DIVERSION 177-X59.60 ~ ~ ~,x-- - i :5 -3 ,ins / / A ~ ~
• 2 , ~ STREAM BUFFER DITCH RE /D < ~S` ~ ~ ZONE1 IMPAGT ° ° p .aid` t \ •n ~1 ~ ~ z. / /
I : ~ S t ° o, ROCK PIPE INLET 10 WIDE CONCRETE , ~ ! ; i " « « « « « A BUFFER RO GTIDN RE: -3
t z ~ _-r' \ \ ~ i/ « « « « « SIRE M P TE 1/!7 TRAIL RE: 7/D-1 ~ " ~ , ~ . r" « « « + « ~ ZONE 2 IMPAGT SEDIMENT TRAP RE:9/D-4
~ ~ ~ ~ STREAM BUFFER ® (TEMPORARY) ~ ~ • . i ~ 0 RY IMPAGT TREE PROjEGTIq{J ~ ! 7 X~~ ~ ~ ~ • . ~.>J i=ENGE R~, 3/D-3 _ V / r`~ ~ . • ~i
~ TEMP RA ® ROCK GHEGK DAM i r'
• a ` :7 -4 TEMPORARY 4 ,,0 RE /D ( ) ~ \u. ~ ~"j t
PT STA 1 ~7+29.24 r ~ REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES a / ~ ~ jY 9a j`~ 6. - ~ ~
~ 4 f.~ AND RESEEDING OF TH05E AREAS FOR STABILIZATION 15 ~ TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS.
4• p rev I ~ ~t r ' / ~ 'ti- y:
~ ~ ~ EXISTING FENGE TO a~ r~ - ~ ~ •,---•r--'-EXISTING DWQ 50 STREAM BUFFER VEGETATION ~ AL ~ ALL MANHOLE LIDS ON TRAIL ~ p ~ ~ / ~ x 1050 x
REMAIN UNDISTURBED PC STA ~ ,,o, FENGE - ZONE 1(30-FT) 4 ZONE 2 (20-FT) EXISTING PROP05ED ~ 176+$6.92 , s TO BE SUR3`AGE TO BE SOLID. 4 X / .
4Q ~ ''gyp; j REMD D aK TREE TO BE REMOVED ~ 10-PJ / s~ TEXTURED (ADA COMPLIANT ~Q / ; a"~t ~~o / /
~ Q~" \ q REAM e~ « TREE/SHRUBS DIAMOND TOP DESIGN) r ~ ~ , ~ ~ f , ~ ~ ~ / / •/.......~•''~F
ti ~ ' ~ NOTE THAT EXISTING TREES INLETS PROTEGTIDN ~ G` / / ~~b~
EXISTING CURB 4 GUTTER ' 4r ~ ~ 6 AK ARE DRAWN WITH SCALED f 4 • ; ~ ~ ROOT PROTECTION ZONE ~ ~9- REMAIN UNDISTURBED ` ~ . tQN EQUAL TO 1 RADIUS PER 1 ~ DETAIL ~ ' ~---~y 1 ~~l EXIS~NG STO -
- 4Q • \ J 0820-17-21.0258 ~ ~ ? TREE TRUNK CALIPER RE:8/D-3 ~ ,1:., : ~ r ~ DI?~INAGE P E ~
\ ~ 5 -01-001 so' NCAEMR Bll f _~r ! FFER VEGETATION LINE ~ Q~ , t~: 4
~S ~ a : ~ ` CAS CK-HVF 1 NTS `'z~ ~ _ - \ : ~ • DB 246 (109 TIE INTO ISTING FENG a' • • \ ~ ~ 4'~ ~ ~ Job Number: 0831
ZONI G: PDR-3 4 ~ ~ ~ USE: VA T, GRE SPACE NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF g ~ ~ ~ 4 2'~r /
1 ~ 1 6T, j j+1 1 r i, v ~ ~ \ ~ Drawn WLR CP JW JC K8 KH
\ FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY .DUTY MULCH ALL NEW PLA TC17 A 5 8-pL a ~:;t•~• CTI NS ILL BE CONSTRUCTED AS SHOWN ~ ~ ~ ASPHALT SE 0 W . 9 ` ~ ~ v ~ ~ ~ ~ ~ ~ ~ Checked DAJ EOS TRK SAB KH
WITH 5HREDDED HA WOD BA ~ ~ • ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ~ ~ ~ ~ ~ ~ ~ Date 10128!05 CD RESUBMlTTAL ~ ~ Revisions 2!15108 BID SET
F a •~;x • ~ M ~ ~ IN FIELD DURING CONSTRUCTION BY LANDSCAPE / ~ • ~ 3105108 ISSUED FOR
{ ; ~ ' PT STA . ARCHITECT AND VERIFIED BY GENERAL SERVICES AND e ''Ati 176+ .72 \ : ~ " % \ ~ ~ STREAM ~ ER CONSTRUCTION
r • ° DURHAM PARKS AND RECREATION• ~ , pry J0 \ ~ ~ 1 ~ % ~ . ~ I MPAGT~ $16109 BID SET
Fe U ~ - , ~ ~ e` ~ 175+40'to X178+~0 arallo9 NGDOT ~omroenls ~ ~ y`~ ~ / ~ / ~ ~ amlo DWQ REVISION
PL GE NGE IT 5` F M 8 IG ee C STA % ~ ~ ~ ZO -SI=; 11108!10 DWQ Rev
• WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS B K 0 NEW GU ~ ~ 175+87.30 EXISTIN / ~ ~ / Z 2 12 -SF
~ FENGE SILT FENCE OR TREE PROTECTION FENCE NO THIS : 5 GURI AN
AG 55 0 PAR I A, A. ~ OVED EIS ET GD-30,1 ~Q, ° k, / f ~ / ~ / ~
6/D-2 e I?I ~ PT STA ~ ! F ~ 't r• • / " I l I ~ ~ r/ ~ ~ ~ ~ r.- .l CONSTRUCTION DRAWINGS
1 ~5+61.93 o'~ ~e` + IFS ~ 1 r((/r// / / 5)L EENGE ' ~ -
,p~ ~ - EXISTI G CURB ~ T T AA I ;x ' :r ~ ~ / R~:- ziD=3 ~ ` Sheet Title:
NE CURB 4 GUTTER / Z Q, ; ~i ~ . ~ ~ l ~ ~ -
PC STA ~ . / TO B ~ i
175+6.93 + ~ ~ RELO ATED ~ , c,• ; ;s o tl , ~ ; ~ ~s ~x~ ' ~ ~ r, , ' ~ ~ ~ E ~ ~ SOUTHERN
Le \ / ~ ••J~ ~ ~ i ~ _ ~ . ~ ~ ~ ; ~ ~i I 1 I ~ < < ~ ~ ~ ~ BOUNDARIES
Q y AK-N f'' A-1-k ' ; i i PARK - - -
SITE & LANDSCAPE PLAN C6 GRADING & EROSIO CD-31 k EROSION CONTROL PLAN 30 0 30 60 90 SECTION 4
TRAIL - SOUTHERN BOUNDARIES PARK SECTION 4 DWQ WETLAND IMPACT (IF APPLICABLE) DWQ STREAM BUFFER IMPACT - DUFFER IMPACT (IF APPLICABLE) - - - - Sheet Number
111 = 30' Scale 1" = 30' CD-31