20150095 Ver 1_401 Application_20150115

LETTER OF TRANSMITTAL
?�r Ward Consulting Engineers, P.C.
4805 Green Road, Suite 100
Raleigh North, Carolina 27616 -2848
(919) 870 -0526 Fax: [phone]
To Date 7 Is
Company:
We are sending you: _Attached _Under separate cover via
the following
_Shop drawings _Prints _Plans _Samples
— �cifications _Copy of letter _Change order
✓_Other
These are Transmitted as checked below:
V_For approval _Approved as submitted _Resubmit
_For your use _Approved as noted _Submit _
_As requested _Returned for corrections _Return _
For review & comment Other
Remarks:
C /Vpn
Sip 10 LA"0 QU
_copies for apMNiRa- '1 ?PSR ji" LNG
copies for distribution
corrected prints
1 vttlo"Py-o
Cop To: Signed:­. '1U1 1ez1t-j

2 0 1 5 0 0 9 5
of wA rEq
Office Use Only
>_ Corps action ID no
DWQ project no
Form Version 1 4 January 2009
Page 1 of 10
PCN Form — Version 1 4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1
Processing
1a Type(s) of approval sought from the Corps
❑ Section 404 Permit ❑ Section 10 Permit
1b Specify Nationwide Permit (NWP) number or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corpse
❑ Yes ❑X No
1d
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 ❑X Riparian Buffer Authorization
1e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification
❑X Yes ❑ No
For the record only for Corps Permit
❑X 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 ❑X No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1h
below
E] Yes ❑X No
1h Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2
Project Information
2a
Name of project
1600 Park Drive- Edna Metz Park
2b
County
Wake
2c
Nearest municipality / town
Raleigh
Subdivision name
N/A
P30wner
NCDOT only, T I P or state project no
N/A
Information
3a
Name(s) on Recorded Deed
City of Raleigh
3b
3c
Deed Book and Page No
Responsible Party (for LLC if
applicable)
DB 000000 PG 0000
JAN
W @•+
DENR -L ni
3d
Street address
1600 Park Drive
ORMV'VATER pFtVll
3e
City, state, zip
Raleigh, INC 27602 -0590
3f
Telephone no
N/A
3g
Fax no
N/A
3h
Email address
N/A
Page 1 of 10
PCN Form — Version 1 4 January 2009

f 16
4 Applicant Information (if different from owner)
4a
Applicant is
0 Agent ❑X Other, specify City of Raleigh
4b
Name
Blair Hinkle, PE
4c
Business name
(if applicable)
City of Raleigh Public Works Department
4d
Street address
222 Hargett Street, PO Box 590
4e
City, state, zip
Raleigh, NC 27602
4f
Telephone no
919- 996 -4011
4g
Fax no
919 - 996 -7633
4h
Email address
blair hinkle @raleighnc gov
5.
Agent/Consultant Information (if applicable)
5a
Name
Becky L Ward
5b
Business name
(if applicable)
Ward Consulting Engineers, P C
5c
Street address
4805 Green Road, Suite 100
5d
City, state, zip
Raleigh, NC 27616
5e
Telephone no
919 - 870 -0526
5f
Fax no
919 - 870 -5359
5g
Email address
bward @wce -corp corn
Page 2 of 10

I T
B. Project Information and Prior Project History
1 Property Identification
1a
Property identification no (tax PIN or parcel ID)
1704212936000
lb
Site coordinates (in decimal degrees)
Latitude 35 7882
1C
Property size
Longitude -78 6553
2
Surface Waters
2 34 acres
2a
Name of nearest body of water to proposed project
UT to Crabtree Creek
2b
Water Quality Classification of nearest receiving water
C, NSW
2c
River basin
Neuse
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
Please see documentation attachment
3b List the total estimated acreage of all existing wetlands on the property
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 510
3d Explain the purpose of the proposed project
Please see documentation attachment
3e Describe the overall project in detail, including the type of equipment to be used
Please see documentation attachment
❑ Yes ❑ No ❑X Unknown
Comments
❑ Preliminary ❑ Final
Agency /Consultant Company
Other
State determinations and attach documentation
❑Yes ❑X No ❑ Unknown
❑ Yes X❑ No
4 Jurisdictional Determinations
4a Have Jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
ro ect (including all prior phases) in the past?
4b If the Corps made the Jurisdictional determination, what type
of determination was made?
4c If yes, who delineated the Jurisdictional areas?
Name (if known)
4d If yes, list the dates of the Corps jurisdictional determinations or
5 Project History
5a Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
5b If yes, explain in detail according to "help file" instructions
b Future Project Plans
6a Is this a phased project?
6b If yes, explain
Page 3 of 10
PCN Form — Version 1 4 January 2009

C. Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑ Wetlands ❑ Streams —tributaries ❑X 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 impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1 -
Choose one
Choose one
Yes /No
-
W2 -
Choose one
Choose one
Yes /No
-
W3 -
Choose one
Choose one
Yes /No
vv%+ -
Choose one
Choose one
Yes /No
-
W5 -
Choose one
Choose one
Yes /No
-
W6 -
Choose one
Choose one
Yes /No
-
2g Total Wetland Impacts
2h Comments
n/a
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 (PER) or
Type of
Average
Impact
number
intermittent (I NT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 -
Choose one
_
S2
Choose one
-
_
S3 -
Choose one
_
S4 -
Choose one
_
S5 -
Choose one
_
_
S6 -
Choose ons
3h Total stream and tributary
impacts
31 Comments
n/a
Page 4 of 10
PCN Form — Version 1 4 January 2009

x,
5 Pond or Lak e Construction
If pond or lake construction proposed. t
5a 5b
Pond ID number Proposed use or
purpose of pond
P1
P2
5g Comments
Choose one
Choose one
5f Total
complete the chart below
5c
Wetland Impacts (acres)
Flooded --- Filled Excavated
5d 5e
Stream Impacts (feet) Upland
(acres)
Flooded Filled Excavated
5h Is a dam high hazard permit required9
4 Open Water Impacts
If there are proposed
the U S then individually
impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
list all open water im acts below
51 Expected pond surface area (acres)
4a
Open water
4b 4c
Name of waterbody 4e
impact number
Permanent (P) or
(if applicable) Typerbod Area of impact (acres)
Y
Tern ora T
pe
01 -
02
Choose
ao
5k Method of construction
Choose
03 -
Choose
04 -
6 Buffer Impacts (for DWQ)
Choose
4g Comments
4f Total open =impacts
5 Pond or Lak e Construction
If pond or lake construction proposed. t
5a 5b
Pond ID number Proposed use or
purpose of pond
P1
P2
5g Comments
Choose one
Choose one
5f Total
complete the chart below
5c
Wetland Impacts (acres)
Flooded --- Filled Excavated
5d 5e
Stream Impacts (feet) Upland
(acres)
Flooded Filled Excavated
5h Is a dam high hazard permit required9
0 Yes [! No if yes, permit ID no
51 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 cnart below If yes, then
below if any im acts require mite ation then
individually
list all buffer
impacts
you MUST fill out Section D of this form
6a Project is in which protected basin?
[]X Neuse ❑ Tar - Pamlico �] Catawba
0 Randleman ❑ Other
6b
Buffer impact
6c
Reason for impact
p
6d
Stream name
6e
Buffer
6f
6g
number—
Zone 1
Zone 2
Permanent (P) or
mitigation
impact
impact
Temporary (T)
required
(square
(square
B1 T
Construction Access
UT to Crabtree Creek
feet
feet
No
2,568
82 T
Construction Access
UT to Crabtree Creek
No
B3 -
2,954
Yes/No
B4 -
Yes /No
85
Yes /No
B6 -
Yes /No
6h Total Buffer Impacts 2,568 2,95a
existing conditions
6. Comm$, ;ts Construction ent vnll enter from East Forest Drive along an existing trail in the park The area wtll be re- vegetated to match
Page 5 of 10

I D. Impact Justification and Mitigation
1 Avoidance and Minim
1a Specifically describe measures taken to avoid or minimize the proposed Impacts in designing project
The project will affect only the buffer and have no stream impacts The only possible access to the repair area for construction equipment is at East
Forest Drive due to topography and minimizing the impact to the forested areas of the park The access route is along an existing trail in the park Tree
protection and silt fence will be utilized to minimize disturbance and erosion
lb Specifically describe measures taken to avoid or minimize the proposed Impacts through construction techniques
Access will be through an existing trail corridor to minimize vegetation removal within the buffers Seeding, matting, and /or mulch will be applied to all
disturbed areas shown on the planting plan for buffer reestablishment and stabilization
2 Comp ensato y Mitigation for Impacts to Waters of the U.S or Waters of the State
2a Does the project require Compensatory Mitigation for Yes 0 No
impacts to Waters of the U S or Waters of the State
2b If yes, mitigation is required by (check all that apply) I ❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this E] Mitigation bank
project9 ❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigabon
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
[Type pe Choose one Quantity
3b Credits Purchased (attach receipt and letter) pe Choose one Quantity
Choose one 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 linear feet
4c If using stream mitigation, stream temperature Choose one
4d Buffer mitigation requested (DWQ only) square feet
4e Riparian wetland mitigation requested acres
4f Non- npanan wetland mitigation requested acres
4g Coastal (tidal) wetland mitigation requested acres
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
N/A
Page 6 of 10
PCN Form — Version 14 January 2009

I Y
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 ❑X 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
6c 6d 6e
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catavvba)
Zone 2 15
, , " " L__,_L__
6f Total buffer mitigation required.
6g 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)
6h Comments
Page 7 of 10

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 ❑X No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then Is a diffuse flow plan Included? If no, explain why
No impervious area being added to buffer
Yes ❑R No
2.
Stormwater Management Plan
2a
What Is the overall percent Imperviousness of this project?
0
2b
Does this project require a Stormwater Management Plan?
❑ Yes No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
No impervious area being added to project site This is a pipe repair project only
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
2e
Who will be responsible for the review of the Stormwater Management Plan?
VA
3
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction Is this project?
City of Raleigh
EXI Phase II
3b
Which of the following locally - Implemented stormwater management programs
❑ NSW
apply (check all that apply)
[] USMP
Water Supply Watershed
Other
3c
Has the approved Stormwater Management Plan with proof of approval been
E] Yes No
attached?
4 DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a
Which of the following state - Implemented stormwater management programs apply
❑ORW
(check all that apply)
[]Session Law 2006 -246
❑Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5 DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8of10
PCN Form — Version 1 4 January 2009

F.
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
1a
Does the project involve an expenditure of public (federal /state /local) funds or the
use of public (federal /state) land?
X❑ Yes
❑ No
1b
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
❑X 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,
E] Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
El Yes
Q 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
additional development, which could impact nearby downstream water quality?
Yes
❑X No
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
N/A
the proposed project, or available capacity of the subject facility
Page 9 of 10
PCN Form — Version 14 January 2009

a. tnaangereci Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
habitat? ❑ Yes ® No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes © No
5c If yes, Indicate the USFWS Field Office you have contacted.
_
5d What data sources did you use to determine whether your site would Impact Endangered Species or Designated Critical
Habitat?
Please see documentation attachment
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes QX No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The project In an urban stream
7. Historic or Prehistoric Cultural Resources (Corps Requlrement)
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
status (e.g., National Historic Trust designation or significant In
Yes No
properties
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
The NC Historical Preservation Office website (www hpo dcr state nc us) was
searched and no sites were listed for this property. In addition, no
architectural structures or archaeological artifacts were noted during preliminary surveys at the site
Flood Zone Designation (Corps Requirement)
a Will this project occur in a FEMA- designated 100 -year floodplain?
[8b
0 Yes No
If yes, explain how project meets FEMA requirements;
8c What source(s) did you use to make the floodplain determination?
(nc floodmaps gov)
Blair Hinkle, PE
Applicant/Agent's Printed Name
Date
Applicant/Agenfs Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided)
Page 10 of 10

Documentation for Pre - Construction Notification (PCN) Form
Edna Metz Park, City of Raleigh, NC
B. Project Information and Prior Project History
3a Describe the existing conditions on the site and the general..land use of the project at the time
of this application
The project is located in Edna Metz Park in Raleigh, NC The site is heavily wooded with
mulched park trails The park is in a fully developed residential neighborhood The watershed
contributing to the pipe that will be repaired is 9 7 acres The land use is mostly' /4 acre lots with
single family homes
3d Explain the purpose of the project
The purpose of this project is a pipe repair project The project will replace a failing storm pipe
that conveys street runoff from Park Drive to an unnamed tributary to Crabtree Creek The
existing 36" RCP is separating at the joints causing sinkholes where sediment is being
transported into the pipe and to the stream
3e Describe the overall ro ect in detail including the e of e ui ment to be used
The pipe repair project will consist of partial removal of the 36" pipe (60 LF) The pipe between
the proposed and existing storm manholes will be removed and replaced because thejoints are
severely separating and cannot be repaired The upper section of pipe (90 LF) is in better
condition Removing and replacing this section would require removal and/or damage to several
large trees in the park Therefore this section of pipe will be repaired by sealing the points with a
moisture - activated polyurethane foam (as an in -situ repair) that will be applied by accessing the
pipe from the inside A storm manhole will be installed to accommodate the change in
alignments of the existing and proposed pipes All disturbed areas will be seeded or mulched
where appropriate Silt fence and tree protection will be utilized The stream will not be
disturbed
The equipment to be used in the project is earth moving equipment and various other support
apparatuses This may include hydraulic excavators, compactors, bulldozers, skidsteer loaders,
and dump trucks to load and unload materials The construction equipment will enter off of East
Forest Drive and will perform all construction within a defined limit of disturbance The
equipment will only be used in the pipe replacement area Hand work will be utilized in the in-
situ pipe repair area Only trees necessary to complete the pipe replacement will be removed
F. Supplementary Information
5d What data sources did you use to determine whether your site would impact Endangered
Species or Designated Critical Habitat?
The site is an existing urban residential area that has been previously impacted by development
Habitat is not present for Wake County listed vertebrate and invertebrate endangered species
There should not be any associated T/E issues

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Photo Log: Edna Metz Park
Photo 1: Existing bridge crossing over UT to Crabtree Creek above the endwall. These are outside the
project's limits of disturbance.
Photo 2: The existing 36" RCP at endwall (to remain).

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Photo S: Exposed 36" RCP with erosion occuring around pipe. Sediment is being transported into the
pipe and to the stream by the separating pipe joints.

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rroject Location Map, 1600 Park Drive
100 200 400 Feet
1 inch = 200 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed orimplied
,are provided for the data therein, its use.or its interpretation.

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Soils Map, 1606 Park Drive
CeB2: Cecil Sandy Loam, 2 -6 percent slope, moderately eroded
CeC2: Cecil Sandy Loam, 6 -10 percent slope, moderately eroded
CeD: Cecil Sandy Loam, 10 -15 percent slope
Me: Mantachie Sandy Loam, 0 -2 percent slope, rarely flooded
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EROSION CONTROL MAT (CURLEX TYPE)
In general, erosion control Mat shall be applied to slopes greater than 2 1 which are
outside of active channels which are disturbed by construction operations and/or which are to
remain as finish grade surface The mat shall be curled wood excelsior with 80% six -inch fibers
or greater fiber length It shall be of consistent thickness, with fibers evenly distributed
throughout the entire area of the blanket The top of each blanket shall be covered with
photodegradable or biodegradable netting The material shall be naturally seed free with no
chemical additives The material shall be American Excelsior Company Curlex I or approved
equal and shall meet the following specifications
Shear Stress
175 lb /sq ft
Longevity
12 -18 months
Fibers
Curled wood excelsior with 80% six -inch
fibers or greater fiber length
Erosion Control Mat will only be used in locations specified on the plans or as directed by the
Engineer

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Sheet Index
THE CITY OF RALEIGH
EM -1. Cover Sheet
EM -2. Existing Conditions,
Demolition and Erosion Control
EM -3. Traffic Control Plan - Lane Closure
EM -4. Plan and Profile
EM -5. Stabilization and Planting Plan
EM -6. Details
Plans Design Engineer CAD File Path
BenJnnln R. Lennon, P.E I VVmt=W b- Q*gr%WW Park Lrlve 4w-
4805 0 '',,,
Ward Consulting Engineers, P.C.
FM MCKSs C- 9 as" Green Rd. suite 100 (619 aFO —o61 ��
Bslefab NC 27616 -2848 FAX [phone]
870 -6969 " %, fy` � ` Fe ,•'
"% ( YNNE��`��`
Contact—Becky- L. Ward P.E., bward0wce—corp com
PUBLIC WORKS DEPARTMENT
3TORMWATC -R MANAGEMENT DIVISION
DRAINAGE PETi1!ON PROGRAM
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Location Map
I"
Petition Project
1600 Park Drive
Edna Metz Park
RECrl V ED
JAN 12 2015
DENR -LF O QUALITY
STORMWAT R PERM}-1 TING
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a N
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CONSTRUCTION SET
EM -1

• 1 ' •
, I' � I CITY OF RALEIGH, ; ' �► / f , . c�i w
/ - \ P •yam• i \ ' Y 300 E FORESj-,RD p-1
PIN 1 7041 1 9571
30•PINE CURB AND GUTTER \
J- DA /
MAGED \. \� \ ¢: \�•\ \ `` IN8 mW
Ace
4'Na0 �CONSIRUCTION AREA 2 1`\ \ \ \ \"r\a� \• .`! ♦ Ijj ttj Il / /// /' // fI z9j -
CLASS Z BARRICADE - -Q' : �� \ ` \ \ `\ \\ \"" \\ \t i l II ( , I i / /I w �? m
\ \ \ -+
PR CTION 4 ` \ •\ : \ \ \ \ \\ �\ �\•\ ( \\ MARILYN R. FORGES / / / / 1 f x P4
\ Jc 1 3i5 FOREST RD. / I--1
/ \ alp 'fsv - \\ \� ,\ \ \ ` \\ \ I ��! 1 \\ \\ PINN` 17042107841
\� \ `PLACE SIGN D t 1
PTO REMOVED ~ \ ii
) �MQD I USE \ ` BLOCK STAIRS f-
! \ / Z�BY OTHERS OVER NG \ \ \\ WITIi\CLASS\3 \\ '� to
i 2` \ 30' RCP \ \\ \ `I�ARRICADE \ \\ ` 4. I�
4
1 IST ING m PROTECTION M 1 \ \ IN, \ \ \ ��� \ ` / O
TIMBER Hw 1P w J .` `` ; \ \ \\ \ \\ \ I \ \ ASSUMED (ALONG / ` r V r ° w fn
HANDRAI - ?r (�) \ \ \ ♦\ \ PARK DRAKE WEST OF
i ��� `� \ \ \ \ \ \ FOREST RD. PETER A. AND NANCY ry i
/ / 1r1+w CONSTRUCTION AREA \ \ •\ \ 1 TANNENBAUM_ v
11 . 3'llw . \ `\ ® INTERSECTION / /
GN /
4-41 w `� NOT` \ ` \ \ \ / / 1601 PARK DRIVE "
Hw oot ` \ ` \ \ \ \ ` \ \ { �- \ 1 I i / / PIN' 1704119897
/ 1 'wtc) ♦ ♦ \ E FENCE \ \ \ \ \ \ \ \ \+e'1u1wF
WIRE • / \ \ /;';'� 2o'H \ MAO `♦
PROTECTION
IN \ RM =93 38
\ / 20•Hw \ 2*MAG 'Hw \ PROTECTION\ EM6 \ \ \ \ , IN \� =92 88 119
` s'Hw oas ♦` e•A�4G 3'HW \ \ \ \ PLAC SI N ` `` �� / 1 , / \ \ -! __ , _
1 1 ♦ \ ' . \ TRAIL HEAD \ sb \ss oac .� \\ \ X`` ' \ / \ \ NG SS C / ��`� '1'
1IX1571A{G z 2'Hw\ ` \ \ \ ,� \ \ \ ` . Z =
1 \ � s'Hw ® \ . \ \ \ _ = ; \ \ \ \ . i 47ER METER 2 ~ ` Y - Z
HISTING3O" RC �/1 -W\ IH\w �� \\ \\ ``` \ _ �� \� \ \ \`� \\ \`\\ \\ s \` P� \ ,i �rIJANIS H AND r. cnr
NV OUTffi6 40 • ` \ s �R(oEnn . _ -' es \\ \ \ \ OBERTS -B. KAR
j ! 13 \ ♦ 1peuatE ss \ \\ \ \\\ ,\ \ EXI'5T9AG 1605 PARK DRIVE 9E
L \ \ 'Hw \ _ \ \� \+ `\` \ \\ a4 , \ f `!ti 7' _ PIN 1704119897 mum"``
--";'APPROX1M47E \ ♦ \ \\ \ \ \ \ \\ \ \�'�t \ ; \ T
;' TOP OF �K \ ` �YHw 2'Hw 'HW ti , ♦ A e, \ \ \\ �\q \\ \ \ � \ \ \ • `�' Aa,� \ NG CI-1
2'Hw�� \ ♦ 0 `� �♦ a \ \ \\ \�`� \ \� \\ \ \ ` y 1 l a��."1 sD- l \ 5, -�. t.h t TOP OF CURB =10082
3- iR(DEAD \\♦ 4'PINE ��: ♦ �. \ `` \ \ :�\ \ \\ \ , \ \\ \ c4, •�O \ ^�. - �, 4,i _ FLOWUNE -100 00
`� - s1w� �s Hw�♦ �s'Hw�H 2 �+a� \,' ,� \\ \, \I \`\ \\�/. - �Z° INV OUT =96 20 Y z z
_ \ -\ \ 1'N `"" 4•HW +'HNC \\ TM �\ \ OVER EXISTING \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ cam• �`� \ T _O
r 1600 PARK DRIVE �/� ��\ \ ++ _
qTY OF RALEIGH / +• \ _� �� ��a \ \38' RCPT TAO \REMNII \ \� \ \ \ q� ` �� r . z
EDNA METZ wt } O
SI Fm
CEI
\ \�\ \`�\ \\R`♦ 0(L Q
\
I
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♦ \ — EXI�1ll�i1\S RC \ \ •Hw - - -
` G
- - -` ` W O
--- -- < - --
PARK BENCH ♦``'�� ), / _ -- -- --
1 ♦ 0 BE REMOVED Q . F- I-
f \ ` BY OTHERS \ , \ {/ \\ \ `sue \ \ � \ iz�tN -_- �_ _ EE 1tf Z z It
EXISTING 36" RC� z O
INV. OWTm69 Oi \ \ \! ��\ \ \ \� � - \ - _ - = w O O z
♦ ♦ T P RJDW 3.91 \ �\ �mn -� apt s'Nnc� sv_ s► z4�onlc i _
�TO REMAIN \ \ FISTING STORM STFiiH -F / 1
♦♦ \ \ \\ 1cK 4. \. Q07'�� �: k-t�y \�\ \� �\\ RIM =T00 -9a_ w '� Z
`♦ It1 0 F \� \' �. `\ 'g \t2'Hw - \ \ -I2" INV IN= 94'71-
♦ WIDE STEEL \ \,`\ \ \\ a ®'Hx+�. \ - - = • _ _ _ _ _ 30'-INV`: IN ®92.91 z O
♦
AND TIMBER \1U �\� \ g` T 4 -
�A FOOTBRIDGE' 1 \ \\ - \ I' PROTECTION EMB REMOVE EXISTING _ 367 INV OUT ®92.81 = - - - - O W
A TO REMAIN \ \ \ V-1\ �tIM =79 40 `� \ 36 RCP \ - _ = = _ _ Q O J
INV. IN =73.20 z+ _ _ EXISTInG WOOD HANDRAI_ , - (•�
` \ \ INV OUT =71 26 y \ ` \ �I \ (2.5- HIGH)- i Y V Q
� REMAIN) \ ��'}--- -__ �\ \\� TO PARK_ � z W jr
\� LL
\ ` \ ) \ - \ - - - - - - SURVEYED CONTOURS a
\ \ / `\ 'DO NOT ENTER I -- PROPERTY BOUNDARY F- z O
STREAM CENTERLINE O U) Q
.\ \ ` ` _ `\ \ \\ i� — um— LIMITS OF DISTURBANCE O X
EXISTING SEWER CO
♦� �� \ \ ` - - - l -« —� — EXISTING OVERHEAD ELECTRIC r W
_ CONSTRUCT( ` _ 1 EXISTING WATERLINE U
/ -.; �♦ - - �� NO ENTER, - - - _ _ _ i `' - - \ - - ` _ -w -_ w— EXISTING GAS LINE
\ `� ♦``\ \ \� ~ ,` - 1 { I 13 PROPOSED STORM
____________
\ \ \ _- EXISTING STORM
` ♦` ♦ \ i - - I' - _ \ _ -- x x-- EXISTING CHAINUNK FENCE ATE
`\♦ ♦� N \ i \ - - - _� _ 7 -28 -2014
` , • � \ ` � � ` � \ i \ \ - - ' - � ®EXISTING WALL
♦ ♦ ♦ \ `. \ \ I ! EXISTING TREE EVASION 6 -2015
` \ MEMMMEMM TO BE REMOVED
NOTES* ® TREE �� CONSTRUCTION SET
1. CONTRACTOR TO FLAG WITH CITY PROJECT MANAGER DISTURBED AREA -9,434 SQ FT
CONSTRUCTION ACCESS ROUTE TO PROJECT SITE. ROUTE WILL BE TM TREE PROTECTION SCALE
SELECTED TO MINIMIZE TREE REMOVAL IN THE PARK. s SILT FENCE 1 " =20'
2. CONSTRUCTION ACCESS WILL REQUIRE DE- UMBING OF EXISTING 20 10 0 20 40 as EXISTING POWER POLE
3. CABLE, TELEPHONE AND POWER ARE ON OVERHEAD LINES. ® TREE ROOT PROTECTION EM -2
SCALE 1 " =20'

• [ I .
TRAFFIC CONTROL NOTES-
1 . ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARD DETAILS AND
SPECIFICATIONS.
2. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO
'THE RALEIGH STREET DESIGN MANUAL" JANUARY, 2014 AND CONTACT
PUBLIC WORKS DEPARTMENT STAFF FOR FURTHER GUIDANCE.
3. ALL SIGNAGE SHALL ADHERE TO MUTCD STANDARDS AND SPECIFICATIONS.
4. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE
CITYS PUBLIC WORKS DEPARTMENT SPORET= OPERATIONS DIVISION TO REVIEW THE
SPECIFIC COMPONENTS OF THE AND OPERATION OF THESE FACILITIES DURING
CONSTRUCTION. CONTACTS SHALL BE'
A REBECCA DUFFY; 919 - 996 -4091 OR REBECCA.OUFFYORALEIGHNC GOV
B. TERRY PHINIZY; 919 - 996 -4035 OR TERRY.PHINIZYORALEIGHNC.GOV
5. THE CONTRACTOR SHALL OBTAIN A LANE CLOSURE PERMIT FOR ANY WORK WHICH REQUIRES THE
CLOSURE OF A TRAVEL LANE FROM THE TRANSPORTATION OPERATION DMSION/PUBLIC WORKS
DEPARTMENT. PLEASE CONTACT MR. TERRY PHINIZY AT 919 - 996 -4035 NO LESS THEN
FORTY- EIGHT(48) HOURS IN ADVANCE OF LANE CLOSURES, AND NO LESS THEN TWO(2) WEEKS IN
ADVANCE OF STREET CLOSURE.
\
1
FOR IN -SITU \ \ \
PIPE REPAIR
MANHOLE
ACCESS
6. ALL SIDEWALKS ARE PUBLIC AND MUST BE ACCESSIBLE TO PERSONS WHO ARE BLIND, HAVE LOW
VISION AND PEOPLE WITH MOBILITY DISABILITIES. PEDESTRIAN EXISTING ROUTES AND ALTERNATE
PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH THE
PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELJNES (PROWAG), 2010 ADA STANDARDS FOR
LEGEND,
ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCD .
4` DIRECTION OF TRAFFIC FLOW
7. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY THE CITY OF RALEIGH AS NEEDED
DURING CONSTRUCTION.
• TRAFFIC SKINNY DRUM
8 FOR SINGLE LANE CLOSURES, TRAFFIC CONES SHALL BE UTILIZED TO PROVIDE SUFFICIENT
N
SEPARATION OF THE WORK ZONE AND TRAVEL LANE. TRAFFIC CONES NOT SHOWN ON ABOVE
N PORTABLE SIGN
PLANS HOWEVER ARE REQUIRED IN SUFFICIENT NUMBER TO SAFELY CONVEY TRAFFIC.
9. STEEL PLATES MAY BE USED TO COVER TRENCHES WHERE BRICK AND MORTAR STRUCTURES
)
REQUIRE CURING TIME. TRENCHES OVER PRE -CAST STRUCTURES AND PIPE SECTIONS SHALL BE
FLAGMAN
BACKFILLED TO FINISH GRADE ELEVATION IY THE END OF EACH WORK DAY IF ROADWAY TO BE
/J�`
REOPENED TO TRAFFIC.
60 30 0 60 1;
SCALE 1"=60'
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7 -28 -2014
CONSTRUCTION SET I
EM -3

�\ 3 °Nw \ \ \\ \\ \ ��s r� J \ \ \ \ EXl5nNG SS C/0 - - - - U ro a�
\\ � 1pppp��
\ ♦. \ �, � = ��� \ \ \`� \ \ \\ \ � � \ ` +' \ `'� /',+ � �� � ---'__ -.- ��' 010
86 1601 PARK DRIVE E - ,�//) 7
\\ "\ - -- - - - - - - - - - -- -- -__ - -- �� I-ca coax NG5
` 10 "MAPLE
\
_pm \\
\ 2"Nw `��q, ♦♦ - ; `- _ _ �\ \ \��4` \ \ \ \\ \ \ \\ -• \ �'� ' - 1605 PARK DRIVE
s5"Hw 4'NW ♦ -� "�\ w �� \ \\ \ \ \ \v\ \� \ \\ ` \ A,�w ` \ r` f `CI -1 _ - / °-
"Hw \ ® ♦ \ [� \�� \��\ \ \ \\ \ 11 \ 'u�� 30' r.^ TOP OF CURB -10082 - - � a rh 0 =1�a1
3-TN(DEAD� ��♦ 4�iNE ♦\ \ \ s"Nw\ \ w \ \\\ 1 I 1 \ \ ,� . \R \ ✓ 3 FLOWLINE =100 00 / - r p - _ O`'CaSrp V °; .0, a1
\ 3 "N� _ 49+w��py 3 "Nws'N�b 2 `\ \� \\ \ \ `\ \ //� 2" INV` OUT =96 20 - - - ' - \�G w ao m
` ♦ 1 41hY \ \ \ \ \ \ \ \\ \ \ \\_ qtr • c - = �- _� - M / a► �Q • " , - i-�n� - - `I +3 rj
"HW �\ I \ 1 \ \ i /\ \ \ \\ \ \\ \ \., ice\ \ \ w. r �i°' PP - o
♦ ( Ih \ �Y I \ \ \ 1
\ ♦ ♦ \ \ \`� \ \\ ��\ \ 1p\ \ \ 8��IN�� \Z+QOr \ 40 \ a
— }+40 \ s sp °'$ . •� — F-
\\ \♦ �•\'�� �) c +00 IXISTItIG -38Zi [3Cp��= -- -�- --- + F- - - +4- =-- i-- ----a--
LF
1A4 -------- - v- PROPOSED 36 RCP 58,&
\ ♦ — -1_`_ -.� ` \ 1 3'Hw / \ \ \ \ y� ��sg� \ _zz , s'tREE_ P M(j� _ /' - - - - _ - \ 1612 PARK DRIVE O
INV. QUl ®69 US \
TOP ENDWALL =\73 91\
110
105
100
95
90
85
80
FO
75
70
65
0+80
ilk
`• ( \ \ \ \ . ZYY . '' 4.QAK \ "' _ - �" 20ww -
—` ` \ \ \\ \ ` \ — \ \ —
can ap r ; `" ` wl ti(�\�. 2a oAK `,EXISTING 36 ".RCP
46� \ W► ad' �� \ Y, 92 LF \ RIM- 00-91_
34 "H ~ \ \ i`2'`HW - - _ , _ 'I _\ \ 12 INV IN =94 J1 _ - - - _ - -
\\ \ 30" -INV.
. \`< GAN1111\12 ,,%Rm amn
\` \ \ tY\INV N=7 20
\ \ \ \ INV OUT-71 28
` \
(To REMAIN)
36_ INV OUT ®92.91 -_ - - - - - - ` \ V
1600 PARK DRIVES \S11AH -1 ^� \�'-- - - - - -- — - _ -
-
.�N \ .
zc
20 10 0 20 40
110
\ e
L
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\
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110
105
100
95
90
85
80
FO
75
70
65
0+80
ilk
`• ( \ \ \ \ . ZYY . '' 4.QAK \ "' _ - �" 20ww -
—` ` \ \ \\ \ ` \ — \ \ —
can ap r ; `" ` wl ti(�\�. 2a oAK `,EXISTING 36 ".RCP
46� \ W► ad' �� \ Y, 92 LF \ RIM- 00-91_
34 "H ~ \ \ i`2'`HW - - _ , _ 'I _\ \ 12 INV IN =94 J1 _ - - - _ - -
\\ \ 30" -INV.
. \`< GAN1111\12 ,,%Rm amn
\` \ \ tY\INV N=7 20
\ \ \ \ INV OUT-71 28
` \
(To REMAIN)
36_ INV OUT ®92.91 -_ - - - - - - ` \ V
1600 PARK DRIVES \S11AH -1 ^� \�'-- - - - - -- — - _ -
-
.�N \ .
zc
20 10 0 20 40
110
1 +00 1 +20 1+40 �1 +60 1+80 2 +DO 2 +20 2 +40 2 +60 2+80 3+00 3 +20 3 +40 3 +60 3 +80
SCALE. 1 " =5' VERTICAL
IN -SITU PIPE REPAIR
105 PROPOSED STORM
T:•1
95
1. POSED IN -STN PIPE REPAIR
WORK INCLUDES REMOVAL OF DEBRIS
AND RUBBLE WITHIN THE PIPE
90 REPAIR AREA. NO SEPARATE
PAYMENT WILL BE MADE.
85
60
75
70
65
4+00
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—r`1AG \ \� \ \, \ \ \\ \�, \ • \i d� 1 II I
— / 7Iw — — — \ \ \ 1 \ ` \ \ \ \ \�L \ 1 1 315 FOREST RD.
\` / , ✓ .'
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2Hw ' Z {; \ \ \\ \\ �. \ \\ \ \ �� • t \\ \ I i/ / fi It Cif O v1
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7��!3 HW(TRP) �' ',,t` `� TRAIL \ \ \ \ \\ \ \ \ 4" r ~ \ I /♦ / `4 4 p�
, z•ttw 1601 PARK
3 DRIVir / (`v /J
n 4 `\ \ ` \ \ \ \ \ \ • ` 1 I rM1
1iW 4•HW �, \ �, \ \ \ \ \L 1 F
( )
20-HW "(r o `\ \ \ \ \ \ \ \ ( \ \ \ 'EXISTING SSMH /\
\ o, 2o•HW 'HW \ \ \ \ \ \ \ \ \ INii =92'98
\ 121M �3 HW \ \ \ \ = 3Q OAK \ \` \ \ \ \ \ \ / \ r, s c o
.HW\ � \ � ti
\�aIW 3•NW \ \ `; \ \,\ \\`\
! 1 v \ `� V
\` \3'Ta(oEAD \ \ \ \ \`` ' ��\\ \4 \� \\ `\ \ ` ;> ` ` `,�a.:
\` \ \ ��W� \ ` � yy \ \ \.` �• \ \ \� \ `.30.OAIC � '�`"+ "rnrnurra
1 \ 1.\ \ i• 3•HW \ O \\ \ \ \ Qtr y \ t
2'HW •H,N r1• = g� `� \ \ \ \ \ \\ \ \ . \ • aTy - v — — —
�' 38'HW ;� `� \ \ \ \ \ ` \ \ \ \ t ; \ v4 /yam \A•�
,i` `� ♦ \ \ �O — — \ ' 3'TR {DEAD \ \ \` 5"HW< l\ \ , P `3HY
� "MKti
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1600 PARK DRI�IE \ \ \t . ` - K� �. 'ow \ r - G• r U
CITY OF RALEI ) u s \ \ \�opuoo— \ �"
EDNA METZ PARK \ \,\ - '� 7 Z
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LEGEND
\\ ® ZONE 1 —(SEED AND MAT WITH CURLER TYPE)
1�CONTRACTOR TO SEED AND STRAW OR MAT ACCORDING ZONE 2— ( SEED AND STRAW)
DATE
TO THE ZONES 1 AND 2. ® 7 -28 -2014
2. PERMANENT SEED MIX. HARDWOOD MULCH (ON TRAIL) EVISIONS
♦ N"
/
Temporary Seed Mix for all Disturbed Areas
Grass Type
Time of Year to Plant I Planting Rats (lbslacre)
e Gram
Au ust 15 - M 1 15
Brov�n -top millet
May 1 - August 15 15
ZONE 1 — CREEPING RED FESCUE 1— —
ZONE 2 — EARNST SEEDS PIEDMONT RIPARIAN SEED MIX CONSTRUCTION SET
3. TEMPORARY SEED MIX TO BE PLACED ALONG WITH PERMANENT SEED MIX. (SEE TABLE THIS SHEET)
4. WATERING REQUIREMENTS ONCE/WEEK IF NO RAIN. SCALE
5. A CITY OF RALEIGH ARBORIST MUST BE PRESENT FOR THE REMOVAL OF THE TREES
6 HARDWOOD TREES REMOVED MAY BE SHREDDED ONSITE TO USE ON TRAIL 20 10 0 20 40 1 °a20'
7. ALL CONSTRUCTION TO BE IN ACCORDANCE MATH Al CITY OF RALEIGH
AND /OR NCDOT STANDARDS AND SPECIFICATIONS. SCALE 1' =20' EM -5
r

wT.. .
D
d(min)
27' & smaller
3'
30' to 60'
4'
66' & larger
6'
Bc - OUTSIDE DIAMETER
OF CONCRETE PIPE
LIGHTLY COMPACTED
BACKFILL IN 6' LIFTS
C3
UNDISTURBED
Z
SOIL
PIPE-
1/6 Bc
d
CLASS C
(ORDINARY BEDDING)
DENSELY COMPACTED
BACKFILL, TAMPE
IN 6' LIFTS
UNDISTURBED
SOIL
PIPE
CLASS 2000 CONC.
FROM SPRING LINE
PIPE SPRINGLINE
'
TO 4' ABOVE PIPE
CLASS B BOX REQUIRED ULAJJ A
(FIRST CLASS) (TYPICAL) (ARCH ENCASEMENT)
� Ct-#= B BEDDD4
FOR TWS PROJECT
STANDARD BEDDING DETAILS FOR R.C. PIPES
1 I
J SCALE NOT TO SCALE
15' CONSTRUCTION ACCESS
PLYWOOD
v
NG
/01,15 18
NOTE-
1. TREE ROOT PROTECTION IS TO BE INSTALLED
20' MINIMUM EITHER SIDE OF 4 LARGE SPECIMEN
TREES TO THE LIMITS AS SHOWN ON THE PLANS.
TREE ROOT PROTECTION
4 SCALE NOT TO SCALE
TYPICAL MH FOR STORM SEWER
PPE SIZE MH OW,ETER
IAN f-0`
,wr sq
fY eq•
s< r�
STANDARDMANHO,P
SECTION AA SECTION B.B
TYPE A
SECTION CL
NOTES
1 DEPTH MEASURED FROM TOP OF
CASTING TO INVERT OF MANHOLE
2 PRECAST MANHOLE COMPONENTS SHALL
MEET ASTM -0478 REQUIREMENTS
3 SEE STANDARD SW -1010 FOR MANHOLE
COVER DETAIL
4 DOMESTIC CASTINGS REQUIRED
WITHIN STREET RIGHT -OF WAY
STANDARD CLASS "A" MANHOLE
SCALE NOT TO SCALE
I MAX
VARIABLE AS DIRECTED BY THE ENGINEER OR
■ / WARNING SIGN / WINE TIES
S
WIRE ES
ORANGE UV RESISTANT
HIGH TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
ORANGE UV RESISTANT 40-
HIGH TENSILE STRENGTH
POLY
BARRICADE FABRIC
(TYgCAI) TREE PROTECTION AREA
zo
DO NOT ENTER
b
ZONA DE PROTECCION
--�-
PARAARBOLES NO ENTRE LANGUA � E IN BOT
i SIDE VIEW ENGLISH AND SPANISH
NOES WARNING SIGN DETAIL ASSHOWN
1 TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF
THE CRRRCAL ROOT ZONE (CRZ) OF TREES (CRZ DEFINED AS RADIUS .12T
(FT) PER INCH AT DBH FROM TRUNK OF TREE SEE TREE PROTECTION FENCE
LAYOUT DETAIL)
2 IF CONSTRUCTION OCCURS WITHIN THE CRZ AT LEAST 12 OF MULCH
ANDJOR LOGGING MATTS SHALL BE PLACED WHERE MACHINERY
MANEUVERS TO REDUCE SOIL COMPACTION IN THIS ZONE
3 THE TREE PROTECTION FENCING MUST NOT BE VIOLATED FOR THE ENTIRE
DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY CONTACT INFORMATION
STAFF CITY OF RALEIGH PARKS RECREATION AND
4 THERE WILL BE ZERO TOLERANCE FOR STORING OR PARIONG VEHICLES CULTURAL RESOURCES DEPARTMENT
SUPPLIES OR EQUIPMENT UIIER PROTECTED TREES URBAN FORESTER
5 IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION' TREES@RAEIGHPIC GOV
8 WARNING SIGNS TO BE MADE OF DURABLE. WEATHERPROOF MATERIAL WVWV RALEIGHNC GOV
LETTERS TO BE 7 HGH MNMUA, CLEARLY LEGIBLE AHED SPACED AS
SHOWN CRYOFRALEIGH
7 SIGNS SHALL BE PLACED AT W MAAMUM INTERVALS PLACE A SIGN AT EACH FARR AEr>QFATavArDRU1IrtAlAF�Maie OfPY
END OF LINEAR TREE PROTECTION AND 50 ON CENTER THEREAFTER FOR
TREE PROTECTION AREAS LESS THAN 288 IN PERIMETER PROVIDE NO LESS q1°�+ Ammaue
THAN ONE SIGN PER PROTECTION AREA
8 ATTACH SIGNS SECURELYTO FENCE POSTS AND FABRIC MAINTMNTREE TREE PROTECTION FENCE
PROTECTION FENCE THROUGHOUT DURATION OF PROJECT
8 A TREE IMPACT PERMIT IS REQUIRED
10 ADHERE TO STANDARDS IN THE CITY TREE MANUAL PRCR -01
TREE PROTECTION FENCE
V
SCALE NOT TO SCALE
THE CRITICAL ROOT ZONE (CRZ) IS
DEFINED AS 125 FEET PER INCH AT
OBH FROM TRUNK OF TREE
TRENCHING SHALL OCCUR
OUTSIDE THE CRZ
21 TUNNELING AND BORING IS
PERMITTED AS LONG AS IT IS
30 IN0 HES DEEP OR
GREATER EXCAVATION AND
HAND HOLES SHALL BE
OUTSITE THE CRZ
22 ENCROACHMENT INTO THE
CRZ REOUIRESAPPROVAL
FROM THE URBAN FORESTER
ROOTS MUST BE PRUNED TO A
CLEAN CUT CUTTING OR PRUNING
OF ROOTS Z' OR LARGER IS
PROHIBITED
IF EXCAVATION CAUSES PRUNED
ROOTS OVER 15 IN DIAMETER TO
REMAIN EXPOSED FOR MORE THAN
24 HOURS ROOTSON TREE SIDE
MUST BE KEPT MOIST
A TREE IMPACT PERMIT IS
REQUIRED PRIOR TO INITIATION OF
CONSTRUCTION IF ANY TREES ON
CITY PROPERTY ARE TO BE
IMPACTED BY PRUNING
TRENCHING BORING REMOVAL
PAVING PLANTING ETC
7RENCHING IS PERMITS OUTSIDE OF THE CRZ
SECTION
CONTACT INFORMATION
CITY OF RALEIGH PARKS RECREATION AND
CULTURAL RESOURCES DEPARTMENT URBAN
FORESTER TREES@RALEIGHNCGOV
WAAW RALEIGHNC GOV
TRENCHING /TUNNELING
= NEAR EXISTING TREES
r SCALE' NOT TO SCALE
T
CRITICAL ROOT ZONE
N�T
.:.T N—�
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w.RMNOSOx u.e
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6
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.&
FRONT VIEW
SIDE VIEW
MAINTENANCE CLEAN OUTATW%CAPAOTY
LIFE OF FENCING 69 MONTHS
NOTES
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