HomeMy WebLinkAbout20170942 Ver 1_401 Application_20170801Carpenter,Kristi
From: Ridings, Rob
Sent: Tuesday, August O1, 2017 9:18 AM
To: Carpenter,Kristi
Subject: FW: New Bern Avenue Sidewalk and Transit Improvements: Buffer
Authorization
Follow Up Flag: Follow up
Flag Status: Flagged
I apologize---this somehow got buried under other emails. It's for for city of Raleigh---
buffer approval only so no fee. If you can just assign and number and put into lazerfiche
that's all that's needed.
Thanks! !
-r
From: Sullivan, William [mailto:William.Sullivan@kimley-horn.com]
Sent: Monday, July 24, 2017 11:35 AM
To: Ridings, Rob <rob.ridings@ncdenr.gov>
Cc: Hartshorn, Jason <jason.hartshorn@kimley-horn.com>
Subject: New Bern Avenue Sidewalk and Transit Improvements: Buffer Authorization
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Dear Mr. Rob Ridings,
On behalf of our client, The City of Raleigh, Kimley-Horn is requesting a Buffer
Authorization for the New Bern Avenue Sidewalk and Transit Improvements project
located in Raleigh, Wake County, NC. The project consists of the installation of multi-use
paths along New Bern Avenue from Tarboro Street to Raleigh Boulevard as well as
pedestrian improvements at key intersections including crosswalks, pedestrian signals,
and transit shelters/stops. The purpose of this project is to improve connectivity and
safety for pedestrians along New Bern Avenue. The project proposes to impact three
different buffered sites within the New Bern Avenue right-of-way. No streams will be
impacted as part of the proposed project. All three impact sites would occur as a result
of a change of use from roadway fillslope to multi-use trail.
To assist in your evaluation of this Buffer Authorization, the following information has
been included in the attached package:
� NCDWR Buffer Authorization Form
• Signed Agent Authorization
• Vicinity Map
• USGS Topographic Map
• Aerial Photograph with Jurisdictional Features
• NRCS Soil Survey of Wake County
• Permit Drawings
• NCDWQ Stream Identification Forms
• Full Plan Set for the Proposed Project
If there is any additional information you need to assist in the processing of this Buffer
Authorization, please contact me at (919) 677-2113 or William.Sullivan@kimlev-
horn.com.
Sincerely,
William Sullivan
Kimley-Horn � 421 Fayetteville Street, Suite 600, Raleigh, NC 27601
Direct: 919 677 2113 � Mobile: 919 612 5939
Connecf with us: Twitter � Linkedln � Facebook � Instaaram
State of North Carolina
Department of Environmental Quality
Qlvision af Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)�b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1a. Name of project: New Bern Avenue Sidewalk & Transit Improvements Project (TIP# C-5604)
1 b. County: Wake
1c. Nearest municipality: Raleigh
1 d. Subdivision name:
1e. Is the project located in any of North Carolina's twenty coastal counties? � Yes � No
If es, answer 1f below.
1f. Is the project located within a NC Division of Coastal Management Area of � Yes � No
Environmental Concern AEC ?
2. Owner Information
2a. Name on Recorded Deed: City of Raleigh (linear transportation easement)
2b. Deed Book and Page No. n/a
2c. Map Book and Page No. n/a
(include a copy of the
recorded map that indicates
when the lot was created):
2d. Responsible Party Mukund Moghe
(for Corporations):
2e. Street address: 222 W. Hargett Street
2f. City, state, zip: Raleigh, NC 27602
2g. Telephone no.: 919-996-3030
2h. Fax no.: n/a
2i. Email address: Mukund.Moghe@raleighnc.gov
3. Applicant Information (if different from owner)
3a. Applicant is: � Agent ❑ Other, specify:
3b. Name: n/a
3c. Business name n/a
(if applicable):
3d. Street address: n/a
3e. City, state, zip: n/a
3f. Telephone no.: n/a
3g. Fax no.: n/a
3h. Email address: n/a
4. Agent/Consultant Information (if applicable)
4a. Name: Jason Hartshorn
4b. Business name Kimley-Horn
(if applicable):
4c. Street address: 421 Fayetteville Street, Suite 600
4d. City, state, zip: Raleigh, NC 27601
4e. Telephone no.: 919-678-4155
4f. Fax no.: n/a
4g. Email address: Jason.Hartshorn@kimley-horn.com
FORM: BA 10-2013 Page 1 of 6
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): n/a (linear transportation project)
1 b. Site coordinates (in decimal degrees): Latitude: 35.780487 Longitude: -78.596812
1 c. Property size: 54.4 acres
2. SurFace Waters
2a. Name of nearest body of water to proposed project: Crabtree Creek
2b. Water Quality Classification of nearest receiving water: C; NSW
2c. River basin: Neuse River
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 proposed project consists primarily as a four lane, median separated road (New Bern Avenue) and NC
DOT right-of-way. Land use in the vicinity of the project is comprised of primarily high-density residential and
commercial development.
3b. Attach an 8'/z x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
de ictin the ro'ect site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
130 LF
3e. Explain the purpose of the proposed project:
The purpose of the proposed project is to update and construct sidewalks along New Bern Avenue between
Tarboro Street and Sunnybrook Road. The proposed project will increase pedestrian and traffic safety, as well
as improve drainage and landscaping along New Bern Avenue.
3f. Describe the overall project in detail, including the type of equipment to be used:
The City of Raleigh, in coordination with the North Carolina Department of Transportation (NCDOT), proposes
the following sidewalk and transit improvements to New Bern Avenue from Tarboro Street to Sunnybrook
Road. Between Tarboro Street and Raleigh Boulevard, the proposed improvements include 14-foot wide
sidewalks on the back of curb, upgraded transit stops, LED street lighting, streetscape, and landscaping.
Between Raleigh Boulevard and Sunnybrook Road, the proposed improvements include an 8-foot street-side
trail separated from travel lanes by a grass strip, with curb and gutter where required to stay within right-of-
way, as well as pedestrian/traffic signalization modifications and drainage improvements where required. The
project will be constructed using equipment typical of sidewalk projects, including skid steers, pavers, and
cement mixers.
FORM: BA 10-2013 Page 2 of 6
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by � Yes ❑ No ❑ Unknown
the Corps or State been requested or obtained for this Comments: A Preliminary Jurisdictional
property/ project (including all prior phases) in the past? Determination was submitted to the USACE in
September 2016 and documentation is currently
pending. NCDWR confirmed the buffer
determination on October 5, 2016.
4b. If yes, who delineated the jurisdictional areas? Agency/ Consultant Company: Kimley-Harn
Name (if known): Jason Hartshorn, PWS Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
The USACE processed the Preliminary Jurisdictional Determination as a desktop review on 10/5/2016 under
Action ID# SAW-2016-01856.
5. Project History
5a. Have permits or certifications been requested or obtained ❑ Yes � No ❑ Unknown
for this ro'ect includin all rior hases in the ast?
5b. If yes, explain and detail according to "help file" instructions.
n/a
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
n/a
FORM: BA 10-2013 Page 3 of 6
C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin? � Neuse ❑ Tar-Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact Reason for Type of impact Stream name Buffer mitigation Zone 1 Zone 2
number — impact (exempt, required? impact impact
Permanent (P) allowable, (sq ft) (sq ft)
or Temporary allowable w/
T mitigation)
Site 1 Greenway/ Allowable Stream S3 — � Yes � No 108.55 1,757.45
� P❑ T Hiking Trail UT to Crabtree Creek
Site 2 Greenway/ Allowable Stream S3 — � Yes � No 1,158.09 1,182.84
� P❑ T Hiking Trail UT to Crabtree Creek
Site 3 Greenway/ Allowable Stream S5 — � Yes � No 1,155.04 1,991.91
� P❑ T Hiking Trail UT to Crabtree Creek
Total buffer impacts 2,421.68 4,932.20
1 c. Comments:
Permanent buffer impacts will result from the grading and installation of portions of multi-use path along New Bern
Avenue. The construction of new multi-use path and the improvements of existing pedestrian facilities will provide
improved safety for both automobiles and pedestrians along the New Bern Avenue roadway corridor. Under the
provisions set forth by the Neuse River Buffer Table of Uses, the construction of greenways/hiking trails is
considered "Allowable".
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to the buffer zones and streams within the project corridor have been avoided and minimized to the
extent practical. Impacts associated with crossings over stream features in the project corridor have been
avoided entirely by using existing culverts and aligning the trail within existing right-of-way footprints. New
multi-use path facilities, curbs, and gutters have been aligned to avoid and reduce impacts to buffer zones. In
addition, existing facilities were used where feasible to reduce the amount of new construction and impervious
surface in area. All stormwater discharges associated with the project have been located outside of riparian
buffers and stormwater outfalls have been protected with dissipater pads to ensure that non-erosive velocities
are maintained.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
Impacts to the buffer zones within the project corridor will be minimized and avoided to the extent practical
throughout the construction process. Where feasible, construction activities and staging areas will take place
outside of the buffer zones. Additionally, silt fencing will be placed along the downslope limits of disturbance
to control the sediment generated during construction. Standard Sediment Control Measures (SCM) will be
used throughout the construction process to minimize impacts to buffers and downstream receiving waters.
FORM: BA 10-2013 Page 4 of 6
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that ❑ Yes � No
requires buffer mitigation?
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact Multiplier Required mitigation
s uare feet s uare feet
Zone 1 3(2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS ❑ Yes ❑ No
proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments: No buffer mitigation will be required as part of the proposed project.
E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
stormwater treatment. Include a plan that fully documents how diffuse flow will be
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
� Diffuse flow
❑ Other BMP
F. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of ublic federal/state land?
1 b. If you answered "yes" to the above, does the project require preparation of an ❑ Yes � No
environmental document pursuant to the requirements of the National or State (North
Carolina Environmental Polic Act NEPA/SEPA ?
1 c. If you answered "yes" to the above, has the document been finalized by the State ❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments: n/a
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated ❑ Yes � No
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Ri arian Buffer Rules 15A NCAC 026 .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):
n/a
Jason Hartshorn, PWS
ApplicanUAgent's Printed Name
�
7/19/2017
Date
FORM: BA 10-2013 Page 5 of 6
Applicant/Agent's Signature
(AgenYs signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal5ervice:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal5ervice
For government transportation projects sent by
delivery service (UPS, FedEx, etc.J:
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.J:
Karen Higgins Karen Higgins
NCDWR — 401 & Buffer Permitting Branch �R NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 6 of 6
AGENT AUTHORIZATION
FORM
AGENT AUTHORIZATION FORM
Name: Mukund R. Moghe, Project Engineer-II, City of Raleigh
Address: 222 W. Hargett Street, Raleigh, NC 27602
Phone: (919) 996-3030
Project Natne/Description: New Bern Avenue Sidewalk & Transit Improvements
Date: March 7, 2016
The Department ofthe Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Eric Alsmever
Field Office: Raleigh Re u�y Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Raleigh hereby designates and authorizes Kimley-Horn and Associates, Inc, to act in my/our
behalf as my/our agent solelv for the purpose of processing Jurisdicfional Determinations, Section 404
permits/Section 401 Water Quality Certifications applications, and Neuse River Basin Ripazian Buffer
Determinations, and to furnish upon request supplemental information in support of applications, etc.
from this day forward until successful completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized owner of record of the easement identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Cotps) to enter
upon the easement herein described far the puipose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the
Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Authorized this the 7�h day of March, 2016.
City of Raleigh
Print Property Owner's Name Prope Owner's Signature
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Peirnitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
FIGURE S
Project Corridor
� Tarboro St to Raleigh Blvd
Raleigh Blvd to Sunnybrook Rd
I City of Raleigh
� Wake County
�-
° '1 " Wake County
� °`
City of
Raleigh ,
Figure 1
Project Vicinity
New Bern Avenue Sidewalk
and Transit Improvements Project
Raleigh, Wake County
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"� Figure 2- USGS Topographic Map
New Bern Avenue Sidewalk Project
� Raleigh, Wake County, NC
September 2016
q" P' � . �,
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� Survey Boundary Raleigh, Wake County, NC
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New Bern Avenue Sidewalk Project
� � ' Raleigh, Wake County, NC
��'�I� September 2016
PE�:MIT DRA�'VINGS
PERMIT DRAWING
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PREPAkE� Bv,
Kimley>>> Horn
421 FAYETTEVILLE STREET,SUITE 600
RALEIGH, NC 27601
PHONE: (919) 677-2000
FAX:(919)677-2050
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SEE DETAIL 9
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`�� SEE DETAIL 9 SHEET 2-F
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PE NO. F-0702
25 0 50
1" = 50'
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NEW BERN AVENUE
SIDEWALK
PERMIT DRAWINGS
PERMIT DRAWING
SHEET 2 OF 4
C
SITE 2
ZONE 1 PERMANENT IMPACTS=1158.09 SF
ZONE 2 PERMANENT IMPACTS =1182.84 SF
A�IUST CB �
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LEGEND
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f5T 1 TONS
EST 5 SY GEO
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ZO' NE 1 PERMANENT IMPACTS =108.55 SF "—— —�
ZONE 2 PERMANENT IMPACTS =1757.45 SF ,� � _ � � � , —
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SEE DETAIL 9
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\�. .. � ' I � INV 1I`l11 11515
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PERMAI�IEI�T IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
DENOTES LIMITS Of-
DISTURBED AREA
PREPAkE� Bv,
Kimley>>> Horn
421 FAYETTEVILLE STREET,SUITE 600
RALEIGH, NC 27601
PHONE: (919) 677-2000
FAX:(919)677-2050
PE NO. F-0702
25 0 50
1" = 50'
sPeanL �v� oircN —
SEE DETAIL 9 SHEET 2—F
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NEW BERN AVENUE
SIDEWALK
PERMIT DRAWINGS
PERMIT DRAWING Z=e
SHEET 3 OF 4
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�; ��i/� _ EST 1 TONS
ES 5 SY GEO
/' / F
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�� ��`` � E ��4 _ ZONE 1 PERMANENT IMPACTS=1155.04 SF
' -- - - - - - - � W ___________ ZONE 2 PERMANENT IMPACTS=1991.91 SF
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1 RCP-III �� ^ � REMOVE E%IST 2GI
P.CP-III ��455 '8' RIP RAP PLLIG FILL AND A�ANDON
EST I TONS GRnDE OUTFALL DITCH E%ISi 18" RCP IS" RCP III
EST 5 SY GEO qND ROA�WAV �- IS" RCP-IV
/' SHOUL�E0. TO DRAIN
s 210.�e.��� �.' '����'.�.."�--e — �..� -��, ��"_� '_
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LEGEND
..',.�J`.lU V`..:
�i�ll�] PERMAI�IEI�T IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
� TEMPORARY IMPACTS ZONE 2
_ _ _ _ _ . DENOTES LIMITS Of-
DISTURBED AREA
PREPAkE� Bv,
Kimley>>> Horn
421 FAYETTEVILLE STREET,SUITE 600
RALEIGH, NC 27601
PHONE: (919) 677-2000
FAX:(919)677-2050
PE NO. F-0702
25 0 5o NEW BERN AVENUE
SIDEWALK
PERMIT DRAWINGS
1" = 50'
PERMIT DRAWING
SHEET 4 OF 4
\
—rN — —
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—.—_ __��
z ze
t10 <�5 �
m ��10
CLA 5 'B' RIP RAP
EST 1 iONS /
ES 5 SV GEO
/ F
360 ' � � � _ F �
5" CMP
L8 a.
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r� — � � � _ � _ 1 � � _ `_� _�
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� CLA55 'B� RIV RAP
, ESt 1 iONS
�o EST 5 SV GEO GRnOE OUTFALL �ITCH � — Y
AN� ROADWAY
� SMOULDER TO DPAIN
� 2103 ' � � .. � _ � . . e � - '�
�. - -' �� /O / �. � o ti
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- _ � -�c�r:-.
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� SITE 3
ZONE 1 PERMANENT IMPACTS =1155.04 SF
ZONE 2 PERMANENT IMPACTS=1991.9I SF
REMOVE EXISi 1GI
PLUG FiLI AND ABaNDON („
f%ISl' 18" RCP 15" RCP�III
15" RCP-IV 1
rie ro exisr
1d" RCP
LEGEND
..',.�J`.lU V`..:
�i�ll�] PERMAI�IEI�T IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
� TEMPORARY IMPACTS ZONE 2
_ _ _ _ _ . DENOTES LIMITS Of-
DISTURBED AREA
PREPAkE� Bv,
Kimley>>> Horn
421 FAYETTEVILLE STREET,SUITE 600
RALEIGH, NC 27601
PHONE: (919) 677-2000
FAX:(919)677-2050
PE NO. F-0702
�
/,= ---' — _
' - i f � - _ _ - � ' ,
25 0 50
1" = 50'
S(2 iu / ARn,TA i� �-
NEW BERN AVENUE
SIDEWALK
PERMIT DRAWINGS
SUMMARY TABLE
SITE NUMBER BUFFER ZONE 1 IMPACTS BUFFER ZONE 2 IMPACTS
TEMPORARY (SF) PERMANENT (SF) TEMPORARY (SF) PERMANENT (SF)
1 0 108.55 0 1757.45
2 0 1158.09 0 1182.84
3 0 1155.04 0 1991.91
TOTAL 0 2421.68 0 4932.20
Stream
D ata Fo rms
North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
New Bern Ave
Date: 5/11/2016 Project/Site: Sidewalk Project Latitude: 35.780849
Stream S3
EV81U8tOf: J. Hartshorn (Kimley-Horn) County: Wake Longitude: -78.596562
Total Points: 39.5 Stream Determination (cir e Other
Stream is at least intermittent Ephemeral Intermitten Perennial e.g. Quad Name: Raleigh East
if >_ 19 or perennial if >_ 30
A. Geomorphology Subtotal = 21 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 2
3. In-channel structure: ex. riffle-pool, step-pool, ripple- 0 1 2 3 3
poolsequence
4. Particle size of stream substrate 0 1 2 3 3
5. Active/relic floodplain 0 1 2 3 2
6. Depositional bars or benches 0 1 2 3 2
7. Recent alluvial deposits 0 1 2 3 1
8. Headcuts 0 1 2 3 0
9. Grade control 0 0.5 1 1.5 1
10. Natural valley 0 0.5 1 1.5 1
11. Second or reater order channel No = 0 Yes = 3 3
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 10
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 1
14. Leaf litter 1.5 1 0.5 0 1.5
15. Sediment on plants or debris 0 0.5 1 1.5 1
16. Organic debris lines or piles 0 0.5 1 1.5 0.5
17. Soil-based evidence of high water table? No = 0 Yes = 3 3
C. Biology Subtotal = 8.5
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 1
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0.5
23. Crayfish 0 0.5 1 1.5 0.5
24. Amphibians 0 0.5 1 1.5 0.5
25. Algae 0 0.5 1 1.5 0
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:
Stream S3 is a strong perennial stream that crosses beneath New Bern Avenue.
Multiple offsite streams drain into S3, and the stream valley and meander of S3
are both well-developed. Fish, crayfish, frogs, and various macrobenthics were
observed in the stream.
North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
New Bern Ave
Date: 5/11/2016 Project/Site: Sidewalk Project Latitude: 35.780243
Stream S4
EV81U8tOf: J. Hartshorn (Kimley-Horn) County: Wake Longitude: -78.596843
Total Points: 32 Stream Determination (cir e Other
Stream is at least intermittent Ephemeral Intermitten Perennial e.g. Quad Name: Raleigh East
if >_ 19 or perennial if >_ 30
A. Geomorphology Subtotal = 17 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 1
3. In-channel structure: ex. riffle-pool, step-pool, ripple- 0 1 2 3 3
poolsequence
4. Particle size of stream substrate 0 1 2 3 3
5. Active/relic floodplain 0 1 2 3 1
6. Depositional bars or benches 0 1 2 3 1
7. Recent alluvial deposits 0 1 2 3 1
8. Headcuts 0 1 2 3 0
9. Grade control 0 0.5 1 1.5 0.5
10. Natural valley 0 0.5 1 1.5 0.5
11. Second or reater order channel No = 0 Yes = 3 3
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
12. Presence of Baseflow 0 1 2 3 3
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 0.5
16. Organic debris lines or piles 0 0.5 1 1.5 1
17. Soil-based evidence of high water table? No = 0 Yes = 3 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 0
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:
Stream S4 is a perennial stream that flows parallel to King William Road and
drains into S3 near the culvert inlet at New Bern Avenue. Offsite streams drain into
S4 before the confluence with S3. Stream S4 is linear and may have been
channelized or naturally migrated to flow along King William Road with minimal
meander.
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SURVEYS PROVIDED BY:
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GEOTECHNICAL INVESTIGATIONS BY:
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GRAPHIC SCALE
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PLANS
10 0 20
PROFILE (HORIZONTAL)
2 0 4
PROFILE (VERTICAL)
BEGIN PROJECT
BEGIN CONSTRUCTION
-L- STA 11 + 99.59
Tp
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RALE/GHN
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS
PUBLIC IMPROVEMENT QUANTITIES
PUBLIC STREET (LF)
CURB & GUTTER (LF)
PUBLIC 6' CONCRETE SIDEWALK (LF)
PUBUC 8' CONCRETE SIDEWALK (LF)
PUBLIC 10' CONCRETE SIDEWALK (LF)
PUBUC 14' CONCRETE SIDEWALK (LF)
PUBLIC WATER (LF)
PUBLIC SEWER (LF)
TOTAL PROJECT LENGTH (LF) X,XXX LF
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(SR 2911)
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TYPE OF WORK: GRADING, CURB AND GUTTER, SIGNALS,
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PLANS PREPARED FOR
THE CITY OF RALEIGH BY:
■
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CO 2017
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
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INDEX OF SHEETS
SHEET NO. DESCRIPTION
1 TITLE SHEET
1-A INDEX OF SHEETS, ROADWAY STANDARD DRAWINGS, AND GENERAL NOTES
1-B CONVENTIONAL SYMBOLS
2 TYPICAL SECTIONS AND PAVEMENT SCHEDULE
2A-2F CONSTRUCTION DETAILS
2G CURVE DATA SHEET
3- DRAINAGE SUMMARY SHEETS (OMITTED)
4 TO 39 SIDEWALK PLANS AND PROFILES
40 RETAINING WALL ENVELOPES
EC-1A THRU EC-13 EROSION CONTROL PLANS
TMP-1 THRU TMP-2 TRAFFIC MANAGEMENT PLANS
PMP-1 THRU PMP-12 PAVEMENT MARKING AND SIGNING PLANS
L- LANDSCAPE PLANS AND DETAILS (OMITTED)
SIG. SIGNAL PLANS (OMITTED)
SIG. PUSH BUTTON DETAILS (OMITTED)
SCP- CABLE ROUTING PLANS (OMITTED)
E- LIGHTING PLANS AND DETAILS (OMITTED)
UO- UTILITIES BY OTHERS PLANS (OMITTED)
X-0 THRU X-42 CROSS SECTIONS
THE FOLLOWING CITY OF RALEIGH STANDARDS ARE APPLICABLE TO THIS PROJECT
AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD NO. DESCRIPTION
PRCR-01
PRCR-02
P RC R-03
PRCR-04
P RC R-05
PRCR-06
P RC R-07
T-10.01.1
T-10.01.2
T-10.03
T-10.04
T-10.05
T-10.24
T-10.25
T-10.26.1
T-10.26.2
T-20.01.1
T-20.01.2
T-20.01.3
T-20.01.4
T-20.01.5
T-20.01.6
T-20.02
T-20.03
T-20.04.1
T-20.04.2
T-20.04.3
T-20.04.4
T-20.05
T-30.01
T-30.03
TREE PROTECTION FENCE
TREE PROTECTION FENCE LAYOUT
TREE PLANTING DETAIL
TRENCHING/TUNNELING NEAR EXISTING TREES
PRUNING BOX FOR UTILITY EASMENT
TREE GRATE IN SIDEWALK WITHIN ROW
TREE PLANTING IN SIDEWALK WITHIN R.O.W.
DRIVEWAY AND SIDEWALK DETAIL
DRIVEWAY AND SIDEWALK DETAIL
RESIDENTIAL DRIVEWAY INSTALLATION ON NON CURB AND GUTTERED STREETS
DRIVEWAY GRADES
ASPHALTPAVEMENTPATCH
STANDARD METHOD OF REMOVING EXISTING CURB
STANDARD METHOD OF ENDING CURB AND GUTTER
CURB AND GUTTER
CURB TRANSITION TO 2'-6" VALLEY GUTTER
CURB RAMPS
CURB RAMPS (NEW DEVELOPMENT)
SIDEWALK ACCESS RAMPS
CURB RAMPS (RETROFIT)
CURB RAMPS (RETROFIT)
CURB RAMP NOTES
MEDIAN ISLAND CURB RAMP/CUT THROUGHS
PEDESTRIAN REFUGE
DETECTABLE WARNING SURFACE PAVEMENT
DETECTABLE WARNING SURFACE PAVERS
DETECTABLE WARNING SURFACE, SURFACE APPLIED (RETROFIT ONLY)
DETECTABLE WARNING SURFACE, CAST-IN-PLACE
PAVEMENT MARKINGS HIGH-VISABILITY PEDESTRIAN CROSSWALK
CONCRETE SIDEWALK
CONCRETE /BRICK PAVER SIDEWALK DETAIL
THE FOLLOWING ROADWAY STANDARDS AND ANY OTHER APPLICABLE STANDARDS WITHIN
THE IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT
OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT
AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD NO. DESCRIPTION
300.01 METHOD OF PIPE INSTALLATION
840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.01 BRICK CATCH BASIN - 12" THRU 54" PIPE
840.02 CONCRETE CATCH BASIN - 12" THRU 54" PIPE
840.03 FRAME, GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN
840.14 CONCRETE DROP INLET - 12" THRU 30" PIPE
840.15 BRICK DROP INLET - 12" THRU 30" PIPE
840.16 DROP INLET FRAME AND GRATES - FOR USE WITH STD DWGS 840.14 AND 840.15
840.18 CONCRETE MEDIAN DROP INLET TYPE 'B' - 12" THRU 36" PIPE
840.24 FRAMES AND NARROW SLOT SAG GRATES
840.25 ANCHORAGE FOR FRAMES - BRICK/CONCRETE/PRECAST CONCRETE
REVe No.a I P,EVISIONr I DATEe I �JRAWN BYe I CHECkFJ Er:
I��i��i� docuiT�ent, tnqether with the cor���e�ts �nd �1Psiar�s preser� 1 e� herelr�� as c�n ir�strun-i�r�1- r�f �ervice� is
intended orily for the s�aci-Fic purpose an� cli�nt For w' iieh it w�� pr�pareda F'ause �� f- an�� Pii �rop�r
��liunce on tr��is doa�ma�r�t without writt�n auth��ri�atiun and aduptiun hy I<,imle�i-H���rn and 4,so iotes, In��,
� �c�ll be without liar�ility to h.imlcy Hc�rn and �sso��I�Tes, Ince
C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17
STD NO. DESCRIPTION
840.27 BRICK MEDIAN DROP INLET TYPE 'B' - 12" THRU 36" PIPE
840.29 FRAMES AND NARROW SLOT FLAT GRATES
840.31 CONCRETE JUNCTION BOX - 12" THUR 66" PIPE
840.32 BRICK JUNCTION BOX - 12" THRU 66" PIPE
840.34 TRAFFIC BEARING JUNCTION BOX - FOR USE WITH PIPES 42" AND UNDER
840.45 PRECAST DRAINAGE STRUCTURE
840.46 TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
840.54 MANHOLE FRAME AND COVER
840.66 DRAINAGE STRUCTURE STEPS
840.71 CONCRETE AND BRICK PIPE PLUGS
840.72 PIPE COLLAR
852.01 CONCRETE ISLANDS
852.06 METHOD FOR PLACEMENT OF DROP INLETS IN CONCRETE ISLANDS
SITE NOTES
ALL DIMENSIONS ARE IN RADII, EDGE OF PAVEMENT, TO CENTERLINE, CENTER TO CENTER ON STRIPES,
AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED.
PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS PER CITY OF RALEIGH SPECIFICATIONS.
CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF 4" THICKNESS.
CROSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN
ACCORDANCE WITH NCDOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A MANNER
THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAY ACCESS POINTS OR PERPENDICULAR TO
THE ROADWAY/DRIVE LANE. REFER TO SIDEWALK PLANS FOR LOCATION.
ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES) AND NCDOT STANDARDS.
CONTRACTOR TO GRADE FILL/CUT SLOPES TO TIE INTO EXISTING GROUND AND AVOID PONDING.
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN
INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
DEMOLITION NOTES
THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE EXISTING TRAVEL PATTERNS
ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL FROM THE CITY OF RALEIGH AND/OR NCDOT.
THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL REQUIREMENTS
REGARDING REMOVAL AND DISPOSAL OF MATERIALS AND DEBRIS.
ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR.
STREETLIGHTS, STREETLIGHT FOUNDATIONS, SIGN FOUNDATIONS, AND WAYFINDING SIGN FOUNDATIONS
SHALL BE REMOVED BY THE CONTRACTOR DURING GRADING OPERATIONS.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S).
CLEANOUTS AND METERS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION THAT ARE
TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH WITH NEW GRADE.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE UNLESS OTHERWISE
NOTED ON PLANS.
ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD THERMOPLASTIC PAVEMENT
MARKINGS UNLESS OTHERWISE NOTED ON PLANS.
ALL WORK MUST BE COMPLETED WITHIN CONSTRUCTION LIMITS SHOWN ON PLANS.
REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAWCUT TO OBTAIN A CLEAN
EDGE FOR NEW CONSTRUCTION. SAW CUT EXISTING ASPHALT DRIVE AT LIMITS OF NEW CURBING TO
OBTAIN A CLEAN EDGE.
CONTRACTOR SHALL RESTORE ANY LAY-DOWN AND STAGING AREAS TO ORIG�NAL CONDITIONS AND TO THE
SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS PERFORMED IN
ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS.
ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED AND REUSED ON SITE
WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND DRAWINGS.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE
MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED.
SHEET NOTES
EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FIELD
SURVEY PERFORMED BY CH ENGINEERING AND MCKIM AND CREED AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES, UNDERGROUND LINES, AND
STRUCTURES AS NECESSARY TO AVOID DAMAGING OR DESTROYING EXISTING SERVICES.
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH
THESE PLANS AND SPECIFICATIONS SET FORTH AND APPROVED BY THE CITY OF RALEIGH. THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING
SHALL REMAIN IN PLACE DURING CONSTRUCTION.
TRAFFIC CONTROL FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL BE PERFORMED IN COMPLIANCE
WITH STANDARDS OF THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
THE CONTRACTOR, AT ALL TIMES, KEEP THE SITE FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR
RUBBISH CAUSED BY CONTRACTOR EMPLOYEES OR THEIR WORK. ALL DEBRIS SHALL BE REMOVED FROM THE
PROJECT SITE ON A DAILY BASIS. DO NOT USE SIDEWALK TRASH CANS OR BUSINESS DUMPSTERS AROUND SITE.
IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR,
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW.
NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF THE OWNER.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL
COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT.
THE RELOCATION OF ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION PLANS
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TO BE LOCATED A MINIMUM OF 2 FEET FROM EDGE OF TRAVELWAY
PREFARED I�,I THE OFFICE OFo
■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
UTILITY NOTES
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE 1-800-632-4949) AT LEAST 72
HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR TO CONTACT LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT
OF "NORTH CAROLINA ONE CALL."
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF ALL EXISTING
UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY.
ALL UTIL�TIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET SO THAT TOPS/RIMS ARE
FLUSH WITH FINISHED GRADE OF ROADWAY AND SIDEWALK. LOCATIONS AND SIZES OF EXISTING PUBLIC AND
PRIVATE UTILITIES SHOWN ON THESE PLANS ARE FROM CITY AND UTILITY COMPANY RECORDS ONLY. THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING
FROM FAILURE TO DO SO.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY OF RALEIGH PUBLIC WORKS
FOR ANY ADDITIONAL INFORMATION ON EXISTING WATER AND SEWER UTILITIES.
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFYING EXACT LOCATION, ORIENTATION, AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION OR ORDERING MATERIALS.
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE ENCOUNTERED
THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS.
GENERALNOTES
GRADE LINE:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE
POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN
ORDER TO SECURE A PROPER TIE-IN.
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS
WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE
CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE:
DUKE ENERGY PROGRESS (DISTRIBUTION) - JIMMY PERRY - JIMMY.PERRY@DUKE-ENERGY.COM -(919) 805-1743
DUKE ENERGY PROGRESS (LIGHTING) - STEPHEN SHORT - STEPHEN.SHORT@DUKE-ENERGY.COM -(919) 654-6632
PSNC - DUNCAN WARREN - WWARREN@SCANA.COM -(919) 367-2715
GOOGLE FIBER - PAUL KOSKI (BECHTEL) - PJKOSKI@BECHTEL.COM -(919) 379-1643
AT&T - BILLY GRINER - WG239K@ATT.COM -(919) 788-2752
TIME WARNER CABLE - TOMMY ROBERTS - TROBERTS@TELICS.COM -(919) 920-7409
LEVEL 3 COMMUNICATIONS - ALLEN HAIGH - ALLEN.HAIGH@LEVEL3.COM -(336) 209-6793
CITY OF RALEIGH WATER AND SEWER - JANEEN GOODWIN - JANEEN.GOODWIN@RALEIGHNC.GOV -(919) 996-3494
CITY OF RALEIGH LIGHTING - DUSTIN BRICE - DUSTIN.BRICE@RALEIGHNC.GOV -(919) 996-4045
CITY OF RALEIGH TRAFFIC SIGNAL SUPERVISOR - MARK SLENTZ - MARK.SLENTZ@RALEIGHNC.GOV -(919) 996-4337
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON THE
PLANS.
CURB RAMPS:
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. THE CONSTRUCTION OF ALL
CURB RAMPS SHALL BE IN ACCORDANCE WITH CITY DETAILS OR DETAILS SHOWN ON THE PLANS. THE MAXIMUM
SLOPE IS 12:1 FOR ALL CURB RAMPS. CITY INSPECTOR TO REVIEW ALL RAMP FORMS BEFORE CONCRETE POURS.
SAFETY:
PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS,
FENCING, AND SIGNAGE.
EROSION CONTROL:
THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVICES MAY BE ADJUSTED BY THE ENGINEER IN
THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO PLACING EROSION CONTROL
MEASURES. (SEE EROSION CONTROL PLANS)
TRAFFIC CONTROL:
TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE INCLUDED IN THIS PLAN SET.
ALL TRAFFIC CONTROL DEVICES AND OPERATIONS SHALL CONFORM TO NCDOT 2012 ROADWAY STANDARD
DRAWINGS FOR TRAFFIC CONTROL.
OTHER:
CONTRACTOR SHALL COORDINATE WITH THE CITY OF RALEIGH FOR CITY INSTALLATION OR
MODIFICATION OF SIGNING FOR PROJECT. (i.e. PARKING AND BUS SIGNING STREET SIGNS)
CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO EACH BUSINESS. BOARDWALKS, BARRICADES, ETC. SHALL BE
UTILIZED TO SAFELY CHANNELIZE PEDESTRIAN TRAFFIC THROUGH A WORK ZONE. THIS WORK SHALL BE
INCIDENTAL TO THE PROJECT AND THERE WILL BE NO ITEM FOR THIS WORK.
THE CONTRACTOR SHALL KEEP THE ROADWAY AND SIDEWALKS CLEAN OF DEBRIS THROUGHOUT THE ENTIRE
DURATION OF THE PROJECT. THE CITY WILL INSPECT THE STREETS AND SIDEWALKS PERIODICALLY TO ENSURE
THIS IS BEING COMPLETED. THIS WORK WILL BE INCIDENTAL TO THE PROJECT AND THERE WILL BE NO PAY
ITEM FOR THIS WORK.
CONTRACTOR SHALL COORDINATE WATER AND SEWER WORK WITH THE CITY OF RALEIGH PUBLIC WORKS
UTILITY DEPT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH PRIVATE UTILITIES.
ANY ADDITIONAL SUPPORT OF EXISTING POLES AS REQUIRED FOR TRENCH EXCAVATION. ALL COSTS
OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR.
ALL PAVEMENT CUTS SHALL BE SAW CUT ALONG A STRAIGHT CONTINUOUS LINE. CURBS AND CONCRETE
DRIVEWAYS SHALL BE REPLACED TO THE FIRST EXPANSION JOINT BEYOND THE TRENCH EXCAVATION LIMITS
AND TO THE FULL WIDTH. CURBS AND CONCRETE DRIVEWAYS SHALL MATCH EXISTING.
ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH
A5 TREES, VEGETATION, FENCING, ETC., SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFF-SITE AT A STATE APPROVED DISPOSAL SITE. THE CONTRACTOR SHALL RECEIVE
CITY APPROVAL FOR ANY LANDSCAPE REMOVAL NOT SHOWN ON PLANS.
CONTRACTOR SHALL MAINTAIN A MEANS FOR INGRESS/EGRESS TO EACH PROPERTY AT ALL TIMES.
CONTRACTOR SHALL NOTIFY BUSINESSES AT LEAST 7 DAYS PRIOR TO CONSTRUCTION THAT CONSTRUCTION
ACTIVITY WILL TAKE PLACE IN THEIR AREA.
WHERE THE CONTRACTOR DETERMINES THAT ENCROACHMENT ONTO PRIVATE PROPERTY IS NECESSARY,
AND AN EASEMENT HAS NOT BEEN PROVIDED, THE CONTRACTOR SHALL CONTACT INDIVIDUAL PROPERTY
OWNERS AND OBTAIN WRITTEN APPROVAL FOR THAT ENCROACHMENT. A COPY OF THIS APPROVAL SHALL
BE PROVIDED TO THE ENGINEER.
ALL EXISTING BUS STOPS WILL REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE REMOVAL
OF EXISTING MATERIAL WITH NEW SHELTER PAD COMPLETION. PROVIDE TEMPORARY PROTECTED AREA
ADJACENT TO SITE FOR RIDERS UNTIL NEW SHELTER PAD HAS BEEN ACCEPTED BY THE CITY FOR
OPERATION. REPAIR ANY DAMAGED AREAS USED FOR THE TEMPORARY BUS STOP.
INDEX OF SHEETS
LIST OF STANDARD
DRAWINGS
GENERAL NOTES
PRELI�VII�IAR�Y PLA�1�
D�0 NOT 1�5G FOR CONSTRUCTION
PG��'�,JECT;
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
NEW BERN AVENUE SIDEWALK
��� �� T�=� =�����_L & TRANSIT IMPROVEMENTS PROJECT
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BOUI�DARIES AND PROPERTY.•
State Line ----- -----
County Line --- ----
Township Line -- --
City Line - -
Reservation Line - -
Property Line
Existing Iron Pin �
Property Corner �
Property Monument �
Parcel/Sequence Number �23
Existing Fence Line -X X x-
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence '�
Existing Wetland Boundary - - - -��8- - - -
Proposed Wetland Boundary ��B
Existing Endangered Animal Boundary E"B
Existing Endangered Plant Boundary EPB
Existing Historic Property Boundary HPB
Known Contamination Area: Soil ;:a�; �'��
Potential Contamination Area: Soil �?� �
Known Contamination Area: Water - �`'�� �'�fi,
Potential Contamination Area: Water �?�',`; ;^?��;
Contaminated Site: Known or Potential �' �
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap O
Sign �
We I I �,
Small Mine 'SZ�
Foundation 0
Area Outline
Cemetery fi
Building
$CilOOI �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water --- ---
Hydro, Pool or Reservoir �_ _ _ _ �
Jurisdictional Stream �S —
Buffer Zone 1 Bz �
Buffer Zone 2 Bz z
F I ow Arrow �--- ---
Disappearing Stream --- ---
Spring �--,-�_...�
Wetland �
Proposed Lateral, Tail, Head Ditch
� F/.(Jj�'
False Sump �
�` � _ � �� l� � � �.�' �� �� �� _l -�, �� � I� � �� �� J � �� �� .� �� � � 9 �� �� � � � � �� (� I� ._� � �� �� ��_� \��` �� :; v �
- �-- - � � � � � �
Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
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Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
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Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n �
Proposed Cable Guiderail n n n n
Equality Symbol $
Pavement Removal
I�EGETATIDN.•
Single Tree
Single Shrub
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Hedge
Woods Li ne � � � � � � � � � �
Orchard
Vi neya rd
EXISTING STRUCTURES:
MAJ O R:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS B(S.U.E.*)
U/G Power Line LOS C(S.U.E.*)
U/G Power Line LOS D(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Cable LOS B(S.U.E.*) -
U/G Telephone Cable LOS C(S.U.E.*) -
U/G Telephone Cable LOS D(S.U.E.*) -
U/G Telephone Conduit LOS B(S.U.E.*)
U/G Telephone Conduit LOS C(S.U.E.*)
U/G Telephone Conduit LOS D(S.U.E.*)
U/G Fiber Optics Cable LOS B(S.U.E.*)
U/G Fiber Optics Cable LOS C(S.U.E.*)
U/G Fiber Optics Cable LOS D(S.U.E.*)
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WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line LOS B(S.U.E*)
U/G Water Line LOS C(S.U.E*)
U/G Water Line LOS D(S.U.E*)
Above Ground Water Line
PROJECT REFERENCE NO. SHEET NO.
/ -B
TV:
coNc H TV Pedestal
TV Towe r
}----------< U/G TV Cable Hand Hole
��B U/G TV Cable LOS B(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
0 U/G TV Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
5
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
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GAS :
Gas Valve
Gas Meter
U/G Gas Line LOS B(S.U.E.*)
U/G Gas Line LOS C(S.U.E.*)
U/G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S.U.E.*)
SS Forced Main Line LOS C(S.U.E.*)
SS Forced Main Line LOS D(S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B(S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records -
End of Information
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- - �
TYPICAL SECTION NO. lA
-L- STA 11 + 96.84 TO STA 19 + 24.92 LT
Gh/J/
� - - -
� / - - - - - - - - - - - � � i
�- - � - � �
� - - - - - - - - - - - - - � - � �
. - -� V �
U
GRADE TO TH/S LINE TYPICAL SECTION NO. 2
-WB-C1- STA 10 + 08.00 TO STA 14 + 82.63
-WB-C2- STA 10 + 05.00 TO STA 16 + 23.07
-WB-C3- STA 10 + 05.00 TO STA 12 + 40.70
-WB-C4- STA 10 + 05.40 TO STA 14 + 68.28
-WB-CS- STA 10 + 05.00 TO STA 16 + 11.91
-WB-C6- STA 10 + 05.00 TO STA 17 + 91.79
-WB-C7- STA 10 + 05.00 TO STA 11 + 57.03
-WB-C8- STA 10 + 05.00 TO STA 12 + 04.85
-WB-C9- STA 10 + 05.00 TO STA 11 + 36.19
-WB-C10- STA 10 + 05.00 TO STA 13 + 28.59
-WB-C11- STA 10 + 05.00 TO STA 10 + 97.65
-W B-C12- STA 10 + 05.00 TO STA 14 + 48.78
-WB-C13- STA 10 + 00.00 TO STA 11 + 59.32
-NE�I BERN AVE �yEST BOUND-
EX/ST
� -L- NE� BERN AVE
-NE�y BERN A�E EAST BOUND-
� EX/ST
I Exisr �
- - � \ � 7 - - - - - - - - - - - - -� � \
� i _ ..__ - - �
� i_ _ � - - - - - - - - - - - - �
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U
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Exisr
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i
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SEE NOTE 5
TYPICAL SECTION NO. 3
-EB-C1- STA 10 + 00.00 TO STA 12 + 16.30
-EB-C2- STA 10 + 00.00 TO STA 10 + 76.77
-EB-C3- STA 10 + 00.00 TO STA 11 + 05.52
-EB-C4- STA 10 + 00.00 TO STA 13 + 16.18
�
_
� REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKFD 67':
� I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is
� i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r
� ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In��,
�p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince
C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17
PREFARED I�,I THE OFFICE OFo
l' l' 2.5' 6' 0.5'
S
R/
02
\�
6„
Ei r
�
GRADE TO TH/S UIyE
■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
GROUNpG
EGROUND
_ _
� � �
EGROUND
� �
� - -
TYPICAL SECTION NO. 1 B
-Ll- STA 11 + 85.86 TO STA 19 + 51.92 RT
-EBI- -�IBI-
-EB2- -�B2-
-EB3- -�B3-
-EB4- -�B4-
� -EB5- -�B5-
TYPICAL SECTION NO. 4
-EBI- STA 10 + 00.00 TO STA 23 + 31.80
-EB2- STA 10 + 00.00 TO STA 23 + 23.70
-EB3- STA 10 + 00.00 TO STA 26 + 05.83
-EB4- STA 10 + 00.00 TO STA 25 + 52.35
-EBS- STA 10 + 00.00 TO STA 12 + 46.46
-WB1- STA 10 + 00.00 TO STA 14 + 06.83
-WB2- STA 10 + 00.00 TO STA 18 + 66.26
-WB3- STA 10 + 00.00 TO STA 19 + 97.76
-WB4- STA 10 + 00.00 TO STA 13 + 92.94
-WB5- STA 10 + 00.00 TO STA 13 + 84.48
TYPICAL SECTIONS
GROUNUG
/�
1`_ _ -
PRELIMINARY PAVEMENT SCHEDULE
PROP. APPROX. 2° ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5B,
C� AT AN AVERAGE RATE OF 224 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE 59.5B,
C2 AT AN AVERAGE RATE OF /68 LBS. PER SQ. YD. lN EACH OF TWO LAYERS
C� PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5B, AT
AN AVERA6E RATE OF Il2 LBS. PER SQ. YD. PER P DEPTH. TO BE PLACED
�N LAYERS NOT LESS THAN �•5° �N DEPTH OR GREATER THAN 2" lN DEPTH.
D/ PROP. APPROX.4" ASPHALT CONCRETE INTERMED/ATE COURSE. TYPE
ll9.OB. AT A/y AVERAGE RATE OF 456 LBS. PER S0. YD.
D2PROP. VAR. DEPTH ASPHALT CONCRETE lIyTERMED/ATE COURSE, TYPE ll9.OB,
AT AN AVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l" DEPTH TO BE PLACE
�N LAYERS NOT LESS THAA/ 2.5" OR GREATER THAIy 4" lN DEPTH.
PROP, APPROX. 4" ASPHALT CONCRETE BASE COURSE. TYPE
E� B25.OB. AT Aly A�ERAGE RATE OF 456 LBS. PER SQ YARD.
E2 PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE. TYPE B25.OB,
AT QN AVERAGE RATE OF ll4 LBS. PER SO. YARD PER I" DEPTH, TO BE
PLACED /N LAYERS NOT LESS THAN 3" OR GREATER THAN 5%2" lN DEPTH.
J� PROPOSED 6"AG6REGATE BASE COURSE
J2 PROPOSED 8'AGGREGATE BASE COURSE
R� PROPOSED 2'-6" CURB AND GUTTER
S PROPOSED 4" CONCRETE S/DEyVALK
� I PROPOSED COMPACTED EARTH �ATER/AL
U EX/STlIyG ASPHALT PAVEMENT
V M�LL/NG ASPHALT PA�EMENT, 3' DEPTH
NOTES:
1. SEE PLANS FOR SPECIFIC SIDEWALK LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SEE PLAN SHEETS FOR SIDEWALK SUPERELEVATION
TRANSITIONS. (2% MAX SUPERELEVATION)
4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
5. SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT AND
CONCRETE PAVEMENT TO PROVIDE 1' MINIMUM WIDTH
OF FULL DEPTH PAVEMENT: MATCH EXIST CROSS SLOPE.
SEE DETAIL 5 ON SHEET 2-F.
6. MILL EXISTING ASPHALT PAVEMENT TO A DEPTH THAT
ALLOWS THE MINIMUM SURFACE COURSE DEPTH.
7. CONCRETE SIDEWALK SHALL BE 6" ACROSS DRIVEWAYS.
8. WHEN SIDEWALK IS 14' WIDE USE 2' STANDARD BRICK
PAVER VERGE AT BACK OF CURB (SEE DETAIL SHEETS).
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
PG��'�,JECT;
��,,,����,,�Y �,,,,�,� NEW BERN AVENUE SIDEWALK
o� NOT `�5� F�R �aNSTR`��T'o� - & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T
���1T TI� �� QI_E
�o� NUMUEr�e
iJ I I i��� ��� U�`� '`�
sHEEr r,iuMeEra
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EX/ST SEE NOTES
��- DR/VEW AY --�
IOTH SEE PLANS
2' FOR W/OTH 2' VARIES PER DRILL (2) 3/4" DIAMETER HOLES W
0.02 0.02 LOCATION DO NOT CRACK CONCRETE � Di� NDl C0�lP,4CT ��lL
�> CONCRETE OR �? Z;I 2i N L- �- �
- ti #� FE�AR AT l�" �oC.. Fr'UNNIN�
ASPHALT DRNEWAY � __ CNGTH-WISE OF SIGCI�I/,Lh�
k
' � S �ll
4' � �,� (��N�' J��EW�AL�1
EX/STING� T Jl OR J2 T EXIST/NG ..�.��• •' '' ' /
4"CONCRETE OR 6"CONCRETE OR 4"CONCRETE OR
GROUND � GROUND • �• �t � � BACKFILL
ASPHALT SIDEVVALK ASPHALT DRI�/EWAY ASPHALT 5/DEWALK GRADE TO TH/5 LINE / � '\`�, __ ���
� � ._� == =�m,=
PRECASE CONCRETE WHEEL STOP � � � � �� -
NOTES: 6' LENGTH �--'� %���/� *
PROPOSED OR/VEWAY l. FOR EX/STING ASPHALT DR/�EWAYS.USE 2" S9.5B ON 6" ���� '
y�IDTH fSEE PLANSJ AGGREGATE BASE COURSE
� � - ;U r'l;U!Jl�'D, �l'f;%il EC'T �(IiJT�
2. FOR �RAVEL DR/VEWAYS.USE 6" AG�REGATE BASE COURSE � 4 mm VAPOR �A�'RIER 6N'll H#�7 ST�7NE �DEPi ll VARIC��
2'-6" CURB & GUTTER 3. FOR CONCRETE DR/VEWAYS,USE 6" JOINTED COIyCRETE P!_ACE 0/V TO�� OF
ON 6" AGGREGATE BASE COURSE #5 10" LONG REBAR DRIVEN TO ��'� ��TONE, �ELUW SL�C
4.FOR DR/VEWAYS STEEPER THA/� 7% //yCREASE AGGREGAlE 1/2" BELOW SURFACE OF
BASE COURSE TO 8". WHEEL STOP * FLaCE W a�-NED �T��NE �AREF�ILI >'
T�l 4V0/�� l?AMAG'E TO E,��I�T %�7�T5
DRIVEWAY DETAIL A DRIVEWAY DETAIL B DETAIL 1- CONCRETE WHEEL STOP DETAIL 2- TREE ROOT PROTECTION DETAIL
2' tillN. tillLLING Ll�IT S
�HERE REou�RED ro SA�cur
C2 D2 D � F�. MILL AND OVERLAY �� �- EXISTIIyG PA�E�IENT TO INSTALL
�,.
FULL DEPT H PA►/E�ENT, �ILL l
c3 F - ' ` � � , � , � , MiN MiN BEYOND SAy�CUT LOCAT�ON
., , ,,,
TlE NE►� PAVEMENT PRIOR TO SAy�CUTTING EXISTI/yG
� 2 TO EXISTING
.
, . ,
, � ` . � , � � . � ; , r�, `0�� 3 PA►/EMENT ,4/�lD I/ySTALLAT/ON OF
, . ,�
� `��. `��.`� � -------------------- -
C, , ,, O„ � lyEy� PA�Eti1ENT ,41�D / OR
--------- --i ---- ---- &C. � ,
.�, . q lyEy� CURB AI�D GUTTER.
. ,
.
.
I „ � �, `� „ I , „ � . %� ------------------- ---- ---
2/ M�N 3 M�N EXIST / G 2-6 R
L 3 ��- - - - - - - - � - � - - - - - - - - - - - - �� - - - � CURB & GUT T ER �� S IT �
��� EXISTING PAVEMENT � NEyy PAVEMENT - FULL DEPTH
ISEE CORRESPONDING TYPICAL SECTIONS ON
E2 SAWCUT EXISTING SHEET 2 FOR REQUIRED PAVEti1ENT STRUCTUREJ
U
NOT T 0 SCALE PAVEMENT
DETAIL 3- METHOD OF PARKING LOT WEDGING DETAIL 4- CURB AND GUTTER END TREATMENT DETAIL 5- MILLING AND SAWCUT DIMENSIONS
3"
�� SURFACET �o. , D ETAI L 8 D ETAI L 9
� 8
SPECIAL CUT DITCH SPECIAL CUT DITCH
•3" R 6� ( Not to Scale) ( Not to Scale)
3"
Front Front
�8� o g:� VAR WIDTH FULL � Ditch t Ditch
2'-6" C&G DEPTH PAVED SHOULDER (SEE TYPICAL) O O
" FOC Natural '3'.�a�,�et Slope Natural �'.�a�,�e< Slope
• 4' PAVED SHOULDER Ground ?•� D �� Ground ?• j D ��
EDGE OF PAVEMENT TRAVEL LANE Min. D= 1 Ft. Min. D= 1 Ft.
14'
�
FROM -EBI-STA. 15 + 66.00 TO -EBI- STA. 17 + 80.00 FROM -EB3-STA. 14 + 00.00 TO -EB3- STA. 14 + 75.00
FROM -EBI-STA. 19 + 25.00 TO -EBI- STA. 20 + 00.00 FROM -EB3-STA. 14 + 75.00 TO -EB3- STA. 16 + 25.00
DETAIL 6- 6"X18" CONCRETE CURB DETAIL 7- SHOWING STANDARD CURB & GUTTER FLAIR FROM -WBI-STA. �2+��.00 TO -WBI- STA. 13+45.0o FROM -E64-STA. »+50.00 TO -EB4- STA. �z+oo.00
FROM -WB3-STA. 12 + 35.00T0 -WB3- STA. 12 + 73.00
DETAIL 10 �� DETAIL 11 .� a DETAIL 12 DETAIL 13
FALSE SUMP FALSE SUMP �� FALSE SUMP SPECIAL CUT DITCH
�� Not to Scale �� ( Not to Scale)
( Not to Scale) � � o� ( Not to Scale)
�TrafFic F o�wh Natural p�•� °�et ��t h
�p, Outside Ditch 2 o Median Ditch � \�
1 , �- �� 9" � 2 � � Ground j � '�� Slope
20'• '� -� 2-F Traffic Flow � 20: � D �
10' d
GI L(See Chart Below) , 20' � G� Geotextile
G� �- $� etc. �- $� etC. Min. D= Ft.
.�- S - @fC.
- S= Ditch Slo e � Proposed Ditch S= Ditch Slope � Proposed Ditch Type of Liner= ? Rip-Rap Max. d= Ft.
S Ditch Slope � Proposed Ditch p FROM -EBI-STA. 10 + 35.00 TO -EBI- STA. 12 + 50.00
-EB3- STA. 14 + 74 (LT) Ditch Grade L Ditch Grade L FROM -WBI-STA. 10 + 50.00 TO -WBI- STA. 11 + 50.00 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
-WBI- STA. 12 + 25 (RT) 0.0% To 2.0% 20' Over 4.0% To 6.0% 40'
Over 2.0% I O 4.0% 30' Over 6. ���0 50� CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
-L- STA. 30 + 64 Federal Rules and Regulations.
-WB-C1- STA. �O �' S9 (RT) TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
PREFARED I�,I THE OFFICE OFo
PG��'�,JECT;
■ ��,,,����,,�Y �,,,,�,� NEW BERN AVENUE SIDEWALK
NC LICENSE #F-0102 °� "°T "5� F°R �°"STR°`T'°" & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T
�Eve No.a PEvisioN:� oATEe or�awN �Ye eHECKFfl e,�: � ��i T T i`1 � � q I_ E
P.O. BOX 33068 N T R U T I N D E TA I L
I� ���is docuiT�ent, tnqether with the cor���e�ts �nd �lesiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636
intended oril for the 5��ific ur ose an� cli�nt -For wl-iich it was ;�r��areda Reuse �� f an�� im�ro �r PHONE:(919)677-2000
Y P" f-' P -� � P-
��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so lotes, In��,
� C� 2017
� �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra
C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I
i� I �i�l�,_�(,�`�-� 2-F
� �)
CONSTRUCTION NOTES
❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A
� TO EX/STING CURB & GUTTER ��SEE SHEET 2-CJ
T/E PROPOSED S/DEWALK TO EX/STING CONSTRUCT CURB RA�P PER DETA/L R-1
❑2 SIDEWALK 9❑ �SEE SHEET 2-CJ
CON$TRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2
❑a RaMP (SEE SHEET 2-GI �� fSEE SHEET 2-Cl
MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A
4❑ OR LARGE TREE �� fSEE SHEET 2-C1
CONST RUCT CURB RAMP PER DET A/L N-lA CONST RUCT CURB R,4MP PER DET AlL R-3
5❑ �SEE SHEET 2-C 1 12 fSEE SHEET 2-Cl
a CONST RUCT CURB R,4MP PER DET A/L N-2 �3 SEE PEDEST R1,4�1 REFUGE DET A/LS
NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED (ALL SHEETS)
NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS)
NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS,
AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR
BE ADJUSTED TO GRADE BY UTILITY OWNER
NOTE 4: SEE SHEET 2-G FOR CURVE DATA
NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN
SYSTEM IS TO BE RETAINED
NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS
OTHERWISE NOTED
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ISEE SHEET 2-CI (SEE SHEET 2-CJ
', r
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aCOIySTRUCT CURB RAMP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON ' �
fSEE SHEET 2-CI
EXISTING �UONUMENT TO BE RELOCATED - �
I !
, � II TO BACK OF SIDEINALK, PERPENDICULAR �,
P N�.; TO THE PATH OF TRAVEL. MONUMENT TO ;�, �: I Q
I � � � cor,�r B E / N S T A L L E D O N 2 5# 3 2 H/ G H G R A N I T E � s z
� PEDEST AL W/T H MOUNT �NG SURFACE `� �
BEGI CONSTRUCTlO SLATED AT 45 DEGREE ANGLE. - E�UITY TRUST COMP I
SU�IARED.INC. CUSTODIAN FBO �
-Ll- ST llfO3.3E M�CHELE T NELSON CHELSEA I�ILLS ROTH IRA ' �
� LLIAMS '
!� BRODIE. I�OSES PER GIS MELV�N � �y � .,._, ; ;
_ �
�.
"' � '� � , r:�� X z.5� s7 �i��� ,ai �KauE� �Cl- �_ i
r `O I II �;', ; 'i�. 1o� 0'ROURKE CE�UETERY,500 BLOCK N.TARBORO R�U�SSELL. F. LUCA$ �. __ � �, 372
1 i � I� � 1� STREET,1858. L D FOR TNIS CATHDUC G�I�IEryDOLY% IyI. LUCAS �IFE TOP 33
r'1 � � �NV(S )=3314.67';❑
II �III ,,� ��� CEMETERY WAS DOMATED BY PRO�(�I/NENT RALEIGH =-- '
I I I � • ' ; CATHOLIC JOHN 0'ROURKE,WNOSE NOUSE SITE WAS ��-- � �
I � � � O "t 1 ,� EARBY I 1858. �:; �
I` � 1 � N . N S 87�as�3r E.
1�
CR 4° YR � � � p f � o � 1 � ____ __�- 198,3�' O � 1` - CJ�
. M I � � �� m ; 1 PROPOSED T REE PlT S 4� �
, �
� SUI�ARED.INC. SEE FUTURE LANOSCAPE � Ri MoN
� I � �'�' ,� Q ', � 1 �NSTALL 30' BUS STOP REMOVE EX/STIIyG PL,4/�/S FOR �ORE DETAIL 14+4249 (Ll) a, � . I � `` �
I I� I u � I- 1 ` AND 2 SHELlERS TlE BUS STOP.RETAINING fTYPJ 35.00;& EiP � I � �
I�, I r �, I �. /+ � U FLUSH TO PROP S/DEWALK WALL AND H,4/�IDRA/L � w
� 32.43 LT r^
I 47.00' LT /2f57 (LU �— � � I ONE yyAY
� � \ - ' I(�'IT ..a.l..l!-A�
V
T)P=354.47' � �� �, RETAIN .��� ��� �i �;�., 349 �6�', ,� � 35.00' LT 47.00' & I—
W cE)-349.63 I _ I � , � - � ` I'
. I� i.�•� _ Wv��4�)-351.27 w 35.00� LT � =3 ' P I
F i TOP 32.35 � � 1ST0 S GN I
RCP /� '�IV(NE)=??8085'
' � r�_ � 0 TE TE TE TE 30.91'LT TCE�TCE TCE TCE - - - - - - - -- - - _ - - W / �
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q, cR. YR � �j �, r TCE TCE T� _ TCE _ TCE _ TCE _ _ _ _ _ _ � - - - - - /O - - z F 1��u
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HIS I ORICAL ��; �. _, � �� � � � _ 30 l�� „ 4 � � � � � � � �
�� MARKER � ... � ,_� C,_�. � i .
- P ' RET AlN C&G ' - -
8 � ' � l�
;:�rR Ri;�'� " � ~. _ _ _ ; � 30 R _ _ � � � � � �� � 32'R ❑ � , �V
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—� ------_`- ;� � � — -
Di ; � I —�,— , Fq� � a _ _ _ __ _ �o
- � � ' � EDENTON STREET (SR 22981 � � -- - -- -- - _
_ . ., --- - - - - - -
__ - . � yy_ v Q
� - — �` _ _ -- � IV ) 335 �13' TOP=338.8Q' � �
❑ � -
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PREFARED I�,I THE OFFICE OFo
■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
ROADWAY PLAN SHEET
PRELI�VIT�IAR�Y �LA�1� I i� n ��0
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T/E PROPOSED S/DEWALK TO EX/STING CONSTRUCT CURB RA�P PER DETA/L R-1
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CON$TRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2
❑a RaMP (SEE SHEET 2-GI �� fSEE SHEET 2-Cl
MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A
4❑ OR LARGE TREE �� fSEE SHEET 2-Cl
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�p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince
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■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
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Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
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PG��'�,JECT;
NEW BERN AVENUE SIDEWALK
& TRANSIT IMPROVEMENTS PROJECT
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sHEEr r,iuMeEra
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�' 36.68 LT TO BACK OF SIDEVVALK,PERPEND/CULAR UNLESS OTHERWISE NOTED (ALL SHEETS)
� TO THE PATH OF TRAVEL.MONUMENT TO � NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE TlE PROPOSED 2'-6"CURB & GUTTER CONSTRUCT CURB RAMP PER DETA/L N-3A
/�� T BE /NSTALLED 0 25*32 H/GH GRANITE CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) o a
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❑ RAMP fSEE SHEET 2-GI ❑(SEE SHEET 2-CI
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TO EX/STING CURB & GUTTER �SEE SHEET 2-Cl NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, I
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■
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- _ _ __ RALEIGH, NORTH CAROLINA 27636
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CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT �
UNLESS OTHERWISE NOTED (ALL SHEETS) - - - -
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TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE �g ____ -
� � CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS)
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TO EXISTING CURB & GUTTER �SEE SHEET 2-Cl NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 2503
AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR
�2 T/E PROPOSED S/DEwALK TO EX/STING � CONSTRUCT CURB RAMP PER DETA/L R-1 BE ADJUSTED TO GRADE BY uTII.ITY OwNER
SIDEWALK �SEE SHEET 2-Cl NOTE 4: SEE SHEET 2-G FOR CURVE DATA
NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN
❑CONSTRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETA�NE�
3 RAti1P fSEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS __ __ ___ \
OTHERWISE NOTED
❑MEAl1/DER tiIUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4MP PER DETA/L R-2A - � oP=297.69� p LIGHT AHEA�_ I�
OR LARGE TREE fSEE SHEET 2-Cl -- - — -- - - - - - ,��,-,q2 87.
4 /! !�JcF�)-292.90' RALEIGH BLv� �I
NEW BERN AV ENUE_ ' _ �
5❑ SEE rSHEET 2 B RAMP PER DET A/L N-lA l2 SEE T SHEET 2� � R,4MP PER DET A/L R-3 - - RETA� N � 0 0 7 �? � 4 p ��', . O �
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NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
ROADWAY PLAN SHEET
HORIZ ���o�ECT,
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PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K
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CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) ❑� TO EX/STlIyG CURB & GUTTER 8❑ (SEE SHEET 2—CI
NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS,
AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR
BE ADJUSTED TO GRADE BY UTILITY OWNER TlE PROPOSED S/DEWALK TO EX/SrING CONSTRUCT CURB RAMP PER DETA/L R—1
NOTE 4: SEE SHEET 2-G FOR CURVE DATA ❑2 S/DEWALK 9❑ (SEE SHEET 2-CI
NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN
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PHONE: (919) 677-2000 Y R
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CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED (ALL SHEETS)
❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE -- —
� TO EX/STING CURB & GUTTER 8❑ �SEE SHEET 2-Cl CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) i'=E0
NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, ;iIT
AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR ;5 10' 6�
❑2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�P PER DETA/L R-1 BE ADJUSTED TO GRADE BY UTILITY OWNER , HACKBERRY HACK,nBE,RRY HACK6•rr RETAIN EXIST DI
SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA ' 4°� AND EXIST 18" RCP
NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN I,�/
CO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED I�Eyy BERI�1 AVENUE
3 �� NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS -- 16Q3 -
❑ RA�P (SEE SHEET 2-GI ❑ fSEE SHEET 2-Cl
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NC LICENSE #F-0102
P.O. BOX 33068
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PHONE: (919) 677-2000
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ROADWAY PLAN SHEET
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INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBANFORESTRY
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NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED (ALL SHEETS)
NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS)
NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS,
AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR
BE ADJUSTED TO GRADE BY UTILITY OWNER
NOTE 4: SEE SHEET 2-G FOR CURVE DATA
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NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN
aCO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINE� — _ _
RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS SR 2911 NEI� BERN AVE VAR BST
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INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
� i i_ � i � i � i_ i i i i i � i � i � I I I � I I I i � � i I I i i I I i � CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
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I I I I I � � I�� I I I � I I I I I I I I � I I I I I. I I � � � I j All Construction must be in accordance with all Local, State, and
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I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I eu .
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2 6 9 Pl = 23+75.00 END GRADE 2 6 9 �
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_ _ EL = 263.63 --- � �_ ��- - -� i - -- � -EB4- Sl A 25 f52.35 _ _ _. i_ - -i i- . -i - - - '- - . __ . i i- _ . _ i_. . � -i i . i i-
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i i i i i � � � i i i i � � i Pl = 10+30.00 i i i i i i i i i i i i i i i i i i =�ii_i, i,_i ___i � I�
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_� � �_ I � � � � I,_ � � � � � I_ �_!�_ � �,- _ 4i �_- �_ �_-_I _I_ _! _ _�_ �___I_ _ � �_ _� �__I___I _� �_ i��
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_ _ i i i_i i i �__ i �__ ,_ � i_. . i i_ __ ---� i i_ � �_ i: _ i__ Pl = 12+02.00 __ _i i-i_ _-i
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CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT �
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❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
� TO EX/STING CURB & GUTTER 8❑ �SEE SHEET 2-Cl CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS)
NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS,
AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR Z
2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�WP PER DETA/L R-1 BE ADJUSTED To �tt�,�E sY ur���n owNER Q
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NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN � � w
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aCO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED - � 6•
RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS �ERRY RETAIN {� �
OTHERWISE NOTED H�` O'�� \1
EA DER UP OR S/DE ALK AROU D POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A �, � E 3811
4 M N M W N „ � I_ O �
❑ OR LARGE TREE ❑ fSEE SHEET 2-Cl NEVV BER/� AVENUE � J/ � �� '
5 CONST RUCT CURB RAMP PER DET A/L N-lA 12 CONST RUCT CURB R,4MP PER DET AlL R-3 �P`O �; --� �
❑�SEE SHEET 2-C 1 ❑ fSEE SHEET 2 Cl
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CONTRACTOR TO FIELD V�RIFY - -- - -
EXISTING PIPE LOCATION AND � �
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ISEE SHEET 2-CI (SEE SHEET 2-CJ TIE INTO EXISTING INVERT � �_ I
COIySTRUCT CURB RAMP PER DETA/L N-3 EXIST�24'2RCP�-III � �
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� � -� � �,__� , �_ � i i i i i �� BEG/ GRADE i i � i i i i i i i� i i i� i � i-i � i i- i i i i i i i i i i i i i i i i- i i i i - i i i
_ � _ _i_ �i i -- —EB —C4 — ST A l0 +00.00 � � i : � _ i _� _� i � � � � � i i i i � � � �i i I � � � � i _ � � � �i �i � � _ � � �� � i _ i i
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BEG/N GRADE �i �i �i � � _ �— i—i __I
ii ELEV 243e92 ii ii ��— i i— �—��— i ii� i � i i � i �i i i �i i�— i i �i i i i �i i i i
—EB —C3 — ST A/0 f00o00 �� �, �, � � i. � i i i i. � � i i i i i i i i i i i i i i i i i i i� i i � � i i i � i i
---- ------ --- — -- — _i _� � i_ i i __i _�
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ELEV = 243e50' _ __ - _ _
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J_ I � J_ , i_ _i �-_ i _� i i i i _. J- � l 1 �__ _l 1 �_
END �RADE ��� i��i �—� i �� i�� � �i � i.i i � ��i �i i �i � �i� � � -�
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i- � i�i -EB -C3 - ST A ll +05e52 __ i i_ �i._� _�_� _�_� __i _ i_ . i i � �_�- --i _�_ . �__i i � i_ i i_i : i- _ i __ i-i i_ � �__ i i_ i �_ �_ i_ i-i %: i-i i-
2 4 8 i i I- � � � ELEV = 242089' 2 4 8 2 4 8 � -_�_ �_ �� �� � � � � � � � � � � � �� � � � � ,, � � , � ��
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-- - -. - - - _
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I � . �; ' I -� � __ I I_. _I I I I I.-i- I � I I: I I �� ! i� ' ELEV = 23/a08' !, � I I I I
240 �� � :� �. 240 240 �� � �_ � � � _ � �� �� !� � � �� � r 240
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2 3 2 'i_ i_ i�i— -n_ __ 2 3 2 2 3 2 1— ----i i—_ --��i i i i i— — i— —i— i-� �i— i i—_ i— —i— � � � — �
- -- CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION
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I I I f _ � I � f_ _ I ____ ___�_ I �___ f__ __ _ __ I _ Federal Rules and Regulations.
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228 I I I I I � I I I 228 228 I� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
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■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K
NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T
REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068
I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D�
PHONE: (919) 677-2000 Y R
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CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED (ALL SHEETS) I �
❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE � �
� TO EX/STING CURB & GUTTER 8❑ �SEE SHEET 2-Cl CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) � �
NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, ,��gll NEW BERN AVE VAR BST I o`
2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�WP PER DETA/L R-1 BE ADHUSDT �N TOT� �,�E s v ur�� nTowNER EWA�K oR — � —��
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❑ SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA
NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN � �,
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RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS ��
OTHERWISE NOTED �O
❑4 MEANDER MUP OR S/DEWALK AROUND POLE �� CONSTRUCT CURB R,4�P PER DETA/L R-2A I1/EVV BER/� AVENUE Q��
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NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE � ��� -� �� f
aTlE PROPOSED 2'-6" CURB & GUTTER � CONSTRUCT CURB R,4MP PER DETA/L N-3A CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) I ��� ��-� I �
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NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
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NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, a (SEE SHEET 2-C 1 �2 (SEE SHEET 2-CJ
�= AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR
BE ADJUSTED TO GRADE BY UTILITY OWNER
_. . - - NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS
NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ
SYSTEM IS TO BE RETAINED
" �� NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS CONSTRUCT CURB R,4MP PER DETA/L N-3
OTHERWISE NOTED ❑� fSEE SHEET 2-CJ O� PROPOSED PED HEAD/PUSH BUTTON
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NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T
REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068
I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D�
PHONE: (919) 677-2000 Y R
intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � �
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Q ' NEW BERN AVE VAR BST �� T/E PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A
� - - - - -- � TO EX/STING CURB & GUTTER � (SEE SHEET 2-Cl
I 4- r,� CR i, TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1
v � cR. �MYR � 4' 6• � � 6• ='�,''� R'n� � � 5/DEWALK 0�SEE SHEET 2-Cl
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� iNvc�y�=3o2.2a� cR. MYR cR. MYR 4 MEANDER MUP OR S/DEWALK AROUND POLE ll _
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Z — NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
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J CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3
Z NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 5 /2
Lj NEVV BERN AVE VAR BST �� AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR ��SEE SHEET 2-C 1 (SEE SHEET 2-CJ
Q BE ADJUSTED TO GRADE BY UTILITY OWNER
� _ NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS
NOTE 5• UNLESS OTHERWISE NOTED ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ
RE-ESTABLISH - -- SYSTEM IS TO BE RETAINED
DITCH ' RE-ESTABLISH NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS � CONSTRUCT CURB R,4MP PER DETA/L N-3
DITCH OTHERWISE NOTED ❑ fSEE SHEET 2-CJ O� PROPOSED PED HEAD/PUSH BUTTON
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PI = 14+65.00 - - - - - _ -
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PHONE: (919) 677-2000
CO 2017
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I
� 2' -6" C&G 30' DR -�B -C,3 -`� 2' -6" C&G _ I
� S 86 48 /7.3 E _ -r- REFER TO SHEET 25 FOR
PROPOSED INTERSECT/ON a T/E PROPOSED 2'-6" CURB & GUTTER � CONSTRUCT CURB RAMP PER DETAIL N-3A
W � � � ltiiPROVEMENTS NOT - - TO EX/STING CURB & GUTTER (SEE SHEET 2-C)
? SHOWN �N TH/S SHEET � TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1
_ � 4, � � � 5/DEWALK 0�SEE SHEET 2-Cl
� NEW BERN AVENUE � 2. CR.MYR � �} 3 CO STRUCT �ULTI-USE PATH CURB �0 CONSTRUCT CURB R,4MP PER DETA/L R-2
Q � q• . '� � 22. �.S CR.M Z• B�-12 CR,tiI� CR.�IY� (APPROIX. LOCATION� ��� �` � RA�lP fSEE SHEET 2-GJ ❑(SEE SHEET 2-CI
� i-1,^.r',<R�^� ' ��.uu;; : �iAPLE �CR.MTR � _ - - - f� � . - - - - -
30'C&G =� � � � ` NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT CONSTRUCT CURB RAtiIP PER DETAIL R-2A
�� TOP=329.i:� � � � 4� MEANDER MUP OR S/DEWALK AROUND POLE ll
I �NV(,j�>-324.77' -;� UNLESS OTHERWISE NOTED ALL SHEETS fSEE SHEET 2-CJ
_-L iNVc�t)=324.69' '�`, NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
� I CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3
NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 5 /2
� a I AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR �� S E E S H E E T 2- C 1 ( S E E S H E E T 2- C J
-�--o - --- '� B E A D J U S T E D T O G R A D E B Y U T I L I T Y O W N E R
� �`� NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS
�� I� � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ
I � \ SYSTEM IS TO BE RETAINED
NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS CONSTRUCT CURB R,4MP PER DETA/L N-3
� OTHERWISE NOTED ❑� fSEE SHEET 2-CJ O� PROPOSED PED HEAD/PUSH BUTTON
�, i i i i i i i i i i i i I I I I I i i I I i i I I i i I I I i i I I
� � � i i � � � � � � � � � � i
i I I i i i i i
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- - � -- . i - _ i_ _. _� _ i i_
I : . -- �- -. . N -. _._ . . � � _ _-,_ . _.__ __T : _-� �_i_ i _ _ : _; _,_ _i __ �_ : _ _: : - . -i �- - � __ _ . __ _ . � _�_ � � _ � _ _ , - -- �-=1.
�_i i i _i-�-i i -i -� i i �--- � � ; ; - i � �
-Vy8-C2- STA l6 f23°07 i i i i -i _ __�i � i _! i �i_ _� �-�i :_ �i _� i__i � _- _ �-- -i i !i_. � �i__ : �i i _ i _ _ _ ._i_ _i . _. �_i i- - _ i _ -_i _� _ i i _ _ i-_i i_-i _ _-i i -� i_ � i-�i - �-i i � -- - -. ---i �i -' ii
� �� ��� ELEV = 328,85' �; : � � � i i i i� i � � � i i ; i : � � � � i � i � i i � � �i i i � � �� i i ���i �i � i i i �� � i i i
i_ � � � � � � � � i- -
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�-'--�-' - '- '-�-�---'-'-� - � � ! -��� � � --- ! �_ � ____i i i_ �_ i- _: � _� _i i �- !--i : � __� _i_ i . �__ i_ _ __� i i . �_ i �_ _��--�- -�- BEGIl1/ GRADE -� � _ � �---� �--i--i_�_ ___ i i _ i_ i_� _ i i i--- �_i_ i_� � __-� i _ i_
I � �. . �� I I� I . l .�_ I �� _ . . _ �� . � _' I � . I I . I� I� � �
�_ _ �� . i I �_ �_ - _ - - - -� , ��-_�_ �� � � - �__� .
� � �_ _ _ ��- -� - --i� _�� -� i -�-- - i_ __ �_ i �_ �_ W B C4 ST A /0 f05e38 � � � _ i . i . i � _ _i . i i_
Pl= 16+06.00 � � i i- �� ii i�� �i�� i � i ii �i� � -�i i �.� � � ii� �� i i� �i � i � i i i-� i� ii i i i ii i� i i �i
Pl = l5 +55.00 I'Z^ EL = 328.90' �� �- i � i i i i i i i i i i i i_ � i i i i i ELEV = 328.2/' i i_i i i i i_i __ i _ i_i i �
EL = 328./3' ! I�C = 20' i_ � 1�- _i�_ _ li I_ i._I _I_i� _�_ I_ li li _I_ __I _ I_ . li li � _I- --li _l_ . � li I� I_ li ,!,! li _ li I_ �I �I P/ _// f03.00 I� _ li _ I_ li li : � I_ li _I_
332 �� - 40 :
_ , �� �
�_ �- - - - � �-_- -! ---- - -i - - -- . - � .__ - � ! - ! ---� ._._ �_i i- -- EL = 327.88' !-- - --._. � i
P- - �� ! - --. i � : _�-�� _i _ __� �_�_ -
_ _���I E ��==- - --�-- ! -- _ �- :-- -� _� � __� �- . -i - - ! _!_ _ . �_ _ 10+50.00 VC - 20' � , !- _ --- �
i i _i_ _ i � i i i__ �_ i �_ i_�_ i_. � i i _ � i_. _ P� Pl = 10+8300 !__ '
�- - - -. _ _._
_: _ _._. _.
_ i i i i-i i i � i � i i i � i-i i i _ i_ '_ ._i i i_ __ EL = 328.57' ' Pl = llf6/.00 i � i i � i i i � i
e ( +�1.5065% � � � � i EL - 328.19' , _ , , �
-
I� -- --i-- ---- i� ii �_ ii ii �i �_ _-- �i 'i - �� - �i i _�i ii �i �� 'i_i �i_ VC = 45' VC = 20' _I i-i � EL _ 327.67' -�� --- -i-i ���
_ - -
328 �+�2.6987 � __ ___ _ 331 � �� � � � � � � V� 80 � � � � � � � 331
� �� � i i I i � i i i n i i I n � i i � � � I i
l-)0.3203% -----: �. i i i i �_ i i i � i i �_ i_ _ �_ i_ i �__ � i i_ � i i: �_ i �_ � i � � _ i i i_ _6_ i i i_i __ i i i
i � i I I - � -_ -I I� I . -� - __ i �� � i �
i � � �� � - � -� � � � i_ __i i �_ �-- � - � i i
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� �' i �� ,� ��� � � ,� � - _ 327 � __ �-�0.8992/327
W B-C3 - ST A/2 +40070 ! i �! !
_ ._.� �._._ _ i _. -i__ _._- __i-_ -i _ ELEV - 328e22 _ i _ i _'i_ , i �i
16 -;- ---
. �- _` _ __ ,
_`:_ _I -I- _ _ - J- _- � _� _- _ _-� _ _ -H-: - �:_:_ I_: -� �- I :- I_: - -r-i-
-�____i _ __�__ __� _ .__ ` I I-. --I-----'-1- : _:_I. I i_ � -- -
Pl = 11+92.00 � � � �_. ii i_ _i i_i i_i i_ _i � i� i i i i i i i i i i i i i i � i i i ii-i ' i � i i i �
� I � � i � I� i i i i l� i li i EL = 329.50' i l i � i i i I i I i i i i I I i i i I I i i �i
BEG/ GRADE _.i �. i �_i_�_ i � �_�_ i :, �C = 30' -- i_�_ i � i_i i i � _ i i � i i-i i i i-i i � � i i-i � � i-i I i �
i - � � I I'i �'i -�/B -C3 - ST A l0 +08000 � i i � i i i i � i 3 Z 3 i i i i i i i i i i i i i __ - i i i � 3 2 3
i i
� �_ � � � _ �_ __� �_ _� u � � _ � Pl = I2 +14.00 � � �- _ � �___� _�__ _� _ _ _ �_ -�_ _ _ �_ _�- �_ �___�_ _ � �_ _� � _ _�___� _� �_ _� _ _ _�___ �___� _ �_ _�-__ _�___�_ _�
- - i = -.
i -i - --i_i_i ELEV = 329e29 __ i_ _ i Pl ll +04.00 �_ -� i _ _�- - i -I - i_ - � i _. i� -- -�- -'- ' - i- - --�- _ _ _ i _�_ __ _i_ _ _! __ - _i _ _�-_ _-� - - _ _ i __ _._ - _�
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� NOTE 1. RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT CONSTRUCT CURB RAtiIP PER DETAIL R-2A
� �' UNLESS OTHERWISE NOTED (ALL SHEETS) 4❑ MEANDER MUP OR S/DEWALK AROUND POLE �� fSEE SHEET 2-CJ
�_ � I �„ NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
°D CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3
- - - - ^� � NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 5 /2
AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR ��SEE SHEET 2-C 1 �(SEE SHEET 2-CJ
_ _ �rs-
D� '' BE ADJUSTED TO GRADE BY UTILITY OWNER
_ __ Z � i ��� NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS
" _ NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ
`- SYSTEM IS TO BE RETAINED
!2" PVC - � - - - - - - - - - �' - - - - - - - - - ` - - - - - - - - �� - - - ^ NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS CONSTRUCT CURB R,4MP PER DETA/L N-3
- - - - - � - - � - - r� � - - �� �:- - �� - � - �7 �� PROPOSED PED HEAD/PUSH BUTTON
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INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
I I I I I I I I I I. I I, I I I I I I I I I I I � I I I I, I I I I I I I I I I I I II I I I I I I I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
- ��- --i�T - -, � - - � - - � - , �_ - -� t .— - -� r- - � - - �- �- - t � -� �- - -T --�- - , - �-�- �—�-- -- --�—� -�
I . . I. . . - . I . TT � . . I� �I . - -- - - ._ . . - 4 - - -. . . . . . _ . . _ . . _ . -- All Construction mus e in accor ance wi a oc , ta , nd
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NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T
REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068
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PHONE: (919) 677-2000 Y R
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Q NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE ❑ � fSEE SHEET 2-CJ
� CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3
2 NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 5a /2
�Q AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR �SEE SHEET 2-C 1 (SEE SHEET 2-CJ
�� BE ADJUSTED TO GRADE BY UTILITY OWNER
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`'O � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ
�- � 12' PVC SYSTEM IS TO BE RETAINED
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- -- '� " CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION
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H RIZ ��o�ECTy
i�.� i� L��
■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K
NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T
REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068
I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D�
PHONE: (919) 677-2000 Y R
intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � �
��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, -
� C� 2017
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UNLESS OTHERWISE NOTED ALL SHEETS fSEE SHEET 2-CJ
NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
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NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, a (SEE SHEET 2-C 1 �2 (SEE SHEET 2-CJ
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NOTE 4: SEE SHEET 2-G FOR CURVE DATA
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T/E PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A
�rEeU a TO EX/STlI�G CURB & GUTTER �(SEE SHEET 2-C)
LIMIT
35 �� TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1
2a• O HACKE- � 5/DEWALK 0�SEE SHEET 2-Cl
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TOP-27o.7F CO STRUCT �lULTI-USE PATH CURB COIySTRUCT CURB R,4MP PER DETA/L R-2
RETAIN � iNvcsF�=268, /�IEW BER/� AVENUE � RA�lP fSEE SHEET 2-GJ �� (SEE SHEET 2-CI
NOTE 1: RADIEI DI O HEI WISEANOT D TALL HEETOF PAVEMENT 4 MEANDER MUP OR S/DEWALK AROUND POLE // CONSTRUCT CURB RAtiIP PER DETAIL R-2A
�J No �� i TER ( ) ❑ ❑ fSEE SHEET 2-CJ
� NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
__._ -- -- -- CENTERUNE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3
�.� -- � — NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, a (SEE SHEET 2-C 1 �2 (SEE SHEET 2-CJ
—� AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR
Z - BE ADJUSTED TO GRADE BY UTILITY OWNER
Q NOTE 4: SEE SHEET 2-G FOR CURVE DATA 6 CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS
W NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ❑ ISEE SHEET 2-CI ❑ fSEE SHEET 2-CJ
� SYSTEM IS TO BE RETAINED
- -- NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS CONSTRUCT CURB R,4MP PER DETA/L N-3
OTHERWISE NOTED ❑� fSEE SHEET 2-CJ O� PROPOSED PED HEAD/PUSH BUTTON
SPECIAL 'V' DITCH SPECIAL 'V'
PI = IZf�.00 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
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_ T/E PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A
a - _ _-_ � TO EX/STING CURB & GUTTER �(SEE SHEET 2-Cl
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NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
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�- � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ❑ ISEE SHEET 2—CI ❑ fSEE SHEET 2—CJ
- � �� SYSTEM IS TO BE RETAINED
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NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
ROADWAY PLAN SHEET
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INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
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�. __ �_ _ �� _ _ — CONSTRUCTION NOTES
SR 2911 NEVY BERN AVE V� �` T/E PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A
e.. _ `��'� � � TO EX/STING CURB & GUTTER �(SEE SHEET 2-Cl
>cNoo� TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1
SPEED 0 � 5/DEWALK 0�SEE SHEET 2-Cl
NE� BERI�I AV El�IUE CO ST RUCT �ULTI -USE PATH CURB CONSTRUCT CURB R,4MP PER DETA/L R-2
� RA�lP fSEE SHEET 2-GJ �� (SEE SHEET 2-CI
KBERRY I 6° C] TOP=228 NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT 4 �� CONSTRUCT CURB RAtiIP PER DETAIL R-2A
� 8^ �, HACKBERRY,.rl iNVcN�')=22� ,��� �•,'i UNLESS OTHERWISE NOTED ALL SHEETS MEANDER MUP OR S/DEWALK AROUND POLE
( ) ❑ ❑ fSEE SHEET 2-CJ
HACKBERRY `^ tv� F���`-`�' ����' ` NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
- -- CENTERUNE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3
- � NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, a (SEE SHEET 2-C 1 �2 (SEE SHEET 2-CJ
AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR
I BE ADJUSTED TO GRADE BY UTILITY OWNER
_ -r-- -- - NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS
� � � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ
� �- I^: `�'�``, SYSTEM IS TO BE RETAINED
� NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS CONSTRUCT CURB R,4MP PER DETA/L N-3
-- - — � orHERwisE NorE� ❑� fSEE SHEET 2-CJ O� PROPOSED PED HEAD/PUSH BUTTON
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DES/GN HW ELEVATION = 22/.4 FT � i i i � i i i i �_ � � i i i i i i i i � i i � i i i i i__ i �-i i_� i___i i � i
i i �i I �i ii � il iil �i �
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i � � � i � i � i � � OVERTOPPING D/SCHARGE = 8.6 CFS � i � � i � � i�' �� i� i � � i � � � i�_� - i �___ �_ �___� � �_ � � � � �_ �__i i_ i_
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i _i i i OVERTOPPING FREQUENCY =�100 YRS I _I_ i � �
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2 2 6 � f { �� �� � OV ERT OPPING ELEV AT lON = 223.4 FT � ; � � r 2 2 6
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�Z � --- ---- NOTE 4: SEE SHEET 2-G FOR CURVE DATA 6 CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS
�, NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ❑ ISEE SHEET 2-CI ❑ fSEE SHEET 2-CJ
_ - "O �' SYSTEM IS TO BE RETAINED
�. � NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS a CONSTRUCT CURB R,4MP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON
- -- - - - - - OTHERWISE NOTED fSEE SHEET 2-CJ
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■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K
NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T
REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068
I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D�
PHONE: (919) 677-2000 Y R
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~ � � NEW BERN AVENUE NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
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NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, a (SEE SHEET 2-C 1 �2 (SEE SHEET 2-CJ
__ ---_ -- AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR
BE ADJUSTED TO GRADE BY UTILITY OWNER
NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS
NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ
SYSTEM IS TO BE RETAINED
NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS a CONSTRUCT CURB R,4MP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON
OTHERWISE NOTED fSEE SHEET 2-CJ
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, 236 ' . � _ � vc - 30 236 �� � � ' r
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e -- - _ Pl = l0 +42.00 _ _ i-- - - + - - _- - i-- - - -- ! i-
- Pl ll 02.00 i
a ! _f �- , . ` ( +)2.0000/ � �0.5000/ � +)1.4000/ _ _ _ . , _ � -- -!
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NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
10
ROADWAY PLAN SHEET
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I;;
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL 22 �
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
11
HORIZ ���o�ECT,
I�:� i� Li�
PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K
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CONVERT OPEN � 4 (SURFACE MOUNTEDI
THROAT CB TO DI � � I � T/E PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A
2 � SR 29l! NEw BERN QVE VAR BST � TO EX/STING CURB & GUTTER �(SEE SHEET 2-C)
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RETAIN � q• q• 6• � CR.MYR /1/E� BERII� AVENUE NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT 4 CONSTRUCT CURB RAtiIP PER DETAIL R-2A
I�-� -,�X �K�;� CR.MYR HACKBERRY HACKBERRY 6• UNLESS OTHERWISE NOTED (ALL SHEETS) ❑ MEANDER MUP OR S/DEWALK AROUND POLE �� fSEE SHEET 2-CJ
� t"ION HACKBERRY HAC�".
NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE
� %' , � � � � � ��°,_; CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3
�� �'' �5,� NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 5a /2
��' '� �j� � AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR �SEE SHEET 2-C 1 (SEE SHEET 2-CJ
� 5'R BE ADJUSTED TO GRADE BY UTILITY OWNER
"�= NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS
�3 i' - NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ
SYSTEM IS TO BE RETAINED
REMOVE PORTlOIy ' �`� NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS a CONSTRUCT CURB R,4MP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON
OF EX/STING MEDl,4N
OTHERWISE NOTED fSEE SHEET 2-CJ
END GRADE INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
� i i i i � i i i i � i i i ��} O I � I I�_I -�B -CII - ST A IO f9�.65 2 40 I I i _�_I i � I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
-- -�_-� � _i � �_ � _ � � � � � � � _._ _. � -i _ _� i � _ _I i_ I _ � ELEV = 233032' - - _�_ _
I I: I �_. I_ I I _ �-�_ � I I _�_ ;_ I _I_I I� � �_I_ I_.._. I. I �,_i � I. II I T I i All Construction must be in accordance with all Local, State, and
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RET l ST A l0 +5/.00 �� — — - - RET 2 ST A l0 63.00 RET 3 ST A l0 +47,00
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PREFARED I�,I THE OFFICE OFo
H RIZ ��o�ECTy
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■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K
NC LICENSE #F-0102 R E TA I N I N G WA L L E N V E L 0 P E S �� NOT `�5� F�R �aNSTR`��T'o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T
REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068
I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D�
PHONE: (919) 677-2000 Y R
intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � �
��liunce on tr��is doa�ma�r�t without writt�n authori�ation and aduptiun hy I<,imle�i-H���rn and 4,so iotes, In��, -
� �c�ll be without liar,ility t� himl�y Hc�rn and �ssoci�tes, Ir�c;e ���� NUMUEr�e � �HEEr r�duMeEr;a
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NOTES:
1) INLET PROTECTION TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT -
LADEN SOIL IS DRAINING TO STRUCTURES
MANY VERSIONS OF INLET PROTECTION HAVE - ---- -��
BEEN PROPOSED ON THIS PROJECT DUE TO
THE URBAN NATURE OF THE SITE. �
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CONTRACTOR TO COORDINATE WITH CITY I ° �
INSPECTOR TO DETERMINE THE BEST ! I I
METHOD TO USE AT A GIVEN TIME. I
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2) ROCK CHECK DAMS TO BE INSTALLED AND I I �
MAINTAINED WHEN UNSTABLE AND SEDIMENT I I
LADEN SOIL IS DRAINING TO STRUCTURES. I
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x � � �
CONTRACTOR TO COORDINATE WITH CITY I
INSPECTOR TO DETERMINE WHEN ROCK CHECK �
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DAMS MAY BE REPLACED BY WATTLES UPON I
PARTIAL STABILIZATION OF SOIL. I I I I
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3) CONTRACTOR TO USE J-HOOKS AS PER DETAIL �� I � � ��
WHEN ENDING SILT FENCE ALONG STEEP SLOPES. �
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PREFARED I�,I THE OFFICE OFo
■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
EROSION CONTROL
PLANS
PRELI�VIT�IAR�Y �LA�1�! � � n � �j
D�0 NOT 1�5G FOR CONSTRUCTION
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
PG��'�,JECT;
NEW BERN AVENUE SIDEWALK
& TRANSIT IMPROVEMENTS PROJECT
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1) INLET PROTECTION TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES
MANY VERSIONS OF INLET PROTECTION HAVE
BEEN PROPOSED ON THIS PROJECT DUE TO
THE URBAN NATURE OF THE SITE.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE THE BEST
METHOD TO USE AT A GIVEN TIME.
2) ROCK CHECK DAMS TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE WHEN ROCK CHECK
DAMS MAY BE REPLACED BY WATTLES UPON
PARTIAL STABILIZATION OF SOIL.
3) CONTRACTOR TO USE J—HOOKS AS PER DETAIL
WHEN ENDING SILT FENCE ALONG STEEP SLOPES.
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EROSION CONTROL LEGEND
STORM DRAIN INLET PROTECTION
(SEE DETAIL SHEETS) �
ROCK SILT CHECK DAM �
(SEE DETAIL SHEETS)
TEMPORARY SILT FENCE
(SEE DETAIL SHEETS)
TREE PROTECTION FENCE
(SEE DETAIL SHEETS) TPF
LIMITS OF DISTURBANCE r �
CUT/FILLLINE —_____��
PROPOSED CONTOURS �i�
EXISTING CONTOURS — — —�i�� — — —
�
NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67':
� I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is
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�p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince
C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17
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PREFARED I�,I THE OFFICE OFo
PG��'�,JECT;
■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
EROSION CONTROL
PLANS
PRELI�VIT�IAR�Y �LA�1�! � � n � �j
D�0 NOT 1�5G FOR CONSTRUCTION
0
N
�
�
0
Z
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
NEW BERN AVENUE SIDEWALK
& TRANSIT IMPROVEMENTS PROJECT
Ji i�, NUMBERe
� � I � ��_I �, �i (_i r`s 'i
=HEET h,lUM2E-;e
��)
NOTES:
1) INLET PROTECTION TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES
MANY VERSIONS OF INLET PROTECTION HAVE
BEEN PROPOSED ON THIS PROJECT DUE TO
THE URBAN NATURE OF THE SITE.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE THE BEST
METHOD TO USE AT A GIVEN TIME.
2) ROCK CHECK DAMS TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE WHEN ROCK CHECK
DAMS MAY BE REPLACED BY WATTLES UPON
PARTIAL STABILIZATION OF SOIL.
3) CONTRACTOR TO USE J—HOOKS AS PER DETAIL
WHEN ENDING SILT FENCE ALONG STEEP SLOPES.
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EROSION CONTROL LEGEND
STORM DRAIN INLET PROTECTION
(SEE DETAIL SHEETS) �
ROCK SILT CHECK DAM �
(SEE DETAIL SHEETS)
TEMPORARY SILT FENCE
(SEE DETAIL SHEETS)
TREE PROTECTION FENCE
(SEE DETAIL SHEETS) TPF
LIMITS OF DISTURBANCE r___________�
CUT/FILLLINE —_____��
PROPOSED CONTOURS �i�
EXISTING CONTOURS — — —�i�� — — —
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NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67':
� I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is
� i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r
� ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�,
�p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince
C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17
PREFARED I�,I THE OFFICE OFo
■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
EROSION CONTROL
PLANS
PRELI�VIT�IAR�Y �LA�1�! � � n � �j
D�0 NOT 1�5G FOR CONSTRUCTION
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
PG��'�,JECT;
NEW BERN AVENUE SIDEWALK
& TRANSIT IMPROVEMENTS PROJECT
�o� NUMUEr�e
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NOTES:
1) INLET PROTECTION TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES
MANY VERSIONS OF INLET PROTECTION HAVE
BEEN PROPOSED ON THIS PROJECT DUE TO
THE URBAN NATURE OF THE SITE.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE THE BEST
METHOD TO USE AT A GIVEN TIME.
2) ROCK CHECK DAMS TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE WHEN ROCK CHECK
DAMS MAY BE REPLACED BY WATTLES UPON
PARTIAL STABILIZATION OF SOIL.
3) CONTRACTOR TO USE J-HOOKS AS PER DETAIL
WHEN ENDING SILT FENCE ALONG STEEP SLOPES.
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m �� � � �
STORM DRAIN INLET PROTECTION ;" � ----= _-
� (SEE DETAIL SHEETS) � �
z �
� ROCK SILT CHECK DAM � �
� (SEE DETAIL SHEETS)
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
� TEMPORARY SILT FENCE �� � �
;� CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
o (SEE DETAIL SHEETS) '
� �' All Construction must be in accordance with all Local, State, and
oTREE PROTECTION FENCE / Federal Rules and Regulations.
� (SEE DETAIL SHEETS) TPF i
� TRANSPORTATION FIELD SERVICES
;
o %
� LIMITS OF DISTURBANCE r � ' PUBLICUTILITIES
, ------------
J � STORMWATER
Q CUT/FILL LINE ��
� i PLANNING/ZONING
'` PROPOSED CONTOURS �i� % � F�RE
i
EXISTING CONTOURS - - -�i�� - - - �� �
URBAN FORESTRY
�
NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67':
� I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is
� i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r
� ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�,
�p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince
C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17
PREFARED I�,I THE OFFICE OFo
■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
EROSION CONTROL
PLANS
PRELI�VIT�IAR�Y �LA�1�! � � n � �j
D�0 NOT 1�5G FOR CONSTRUCTION
PG��'�,JECT;
NEW BERN AVENUE SIDEWALK
& TRANSIT IMPROVEMENTS PROJECT
Ji i�, NUMBERe
� � I � ��_I �, �i (_i r`s 'i
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NOTES:
1) INLET PROTECTION TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES
MANY VERSIONS OF INLET PROTECTION HAVE
BEEN PROPOSED ON THIS PROJECT DUE TO
THE URBAN NATURE OF THE SITE.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE THE BEST
METHOD TO USE AT A GIVEN TIME.
2) ROCK CHECK DAMS TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE WHEN ROCK CHECK
DAMS MAY BE REPLACED BY WATTLES UPON
PARTIAL STABILIZATION OF SOIL.
3) CONTRACTOR TO USE J-HOOKS AS PER DETAIL
WHEN ENDING SILT FENCE ALONG STEEP SLOPES.
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_ 1 ��\ / I I . l I L 4f \\� � � nenN our �ar � �
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� �� �'�- -�
I I �
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�
EROSION CONTROL LEGEND
STORM DRAIN INLET PROTECTION
(SEE DETAIL SHEETS) �
ROCK SILT CHECK DAM �
(SEE DETAIL SHEETS)
TEMPORARY SILT FENCE
(SEE DETAIL SHEETS)
TREE PROTECTION FENCE
(SEE DETAIL SHEETS) TPF
LIMITS OF DISTURBANCE r �
CUT/FILLLINE -_____��
PROPOSED CONTOURS �i�
EXISTING CONTOURS - - -�i�� - - -
�
NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67':
� I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is
� i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r
� ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�,
�p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince
C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17
PREFARED I�,I THE OFFICE OFo
n[ �pii ��u
RW�f F f
�T� E � �
n•
■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
II�y� MOLL� i�L
� A4�
EROSION CONTROL
PLANS
-�
M ec�rr[
u�
PRELI�VIT�IAR�Y �LA�1�! � � n � �j
D�0 NOT 1�5G FOR CONSTRUCTION
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
PG��'�,JECT;
NEW BERN AVENUE SIDEWALK
& TRANSIT IMPROVEMENTS PROJECT
�o� NUMUEr�e
iJ I I i��� ��� U�`� '`�
sHEEr r,iuMeEra
��>
NOTES:
1) INLET PROTECTION TO BE INSTALLED AND
'-�
MAINTAINED WHEN UNSTABLE AND SEDIMENT I \
LADEN SOIL IS DRAINING TO STRUCTURES I
MANY VERSIONS OF INLET PROTECTION HAVE
BEEN PROPOSED ON THIS PROJECT DUE TO \
THE URBAN NATURE OF THE SITE. �
CONTRACTOR TO COORDINATE WITH CITY \
INSPECTOR TO DETERMINE THE BEST
METHOD TO USE AT A GIVEN TIME. \
r�
2) ROCK CHECK DAMS TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES. �
CONTRACTOR TO COORDINATE WITH CITY �
INSPECTOR TO DETERMINE WHEN ROCK CHECK I
DAMS MAY BE REPLACED BY WATTLES UPON �
PARTIAL STABILIZATION OF SOIL. I / 5,��
I
3) CONTRACTOR TO USE J-HOOKS AS PER DETAIL �
WHEN ENDING SILT FENCE ALONG STEEP SLOPES. `r� I
I /
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� ���s ` e SPECIP�'�� p1 SHEET Z" I � I
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I� � .
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V �. � -., � f ` FST 1 TONS .� . � /` � / I f W
\
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...�' � \ � . �NSTALL PIPE COtIAR � � �� �� . .. — .. � sz � _. = � F . . /
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o (SEE DETAIL SHEETS) �,, / \ _
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■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
EROSION CONTROL
PLANS
PG��'�,JECT;
��,,,����,,�Y �,,,,�,� � _ NEW BERN AVENUE SIDEWALK
L� r� =,,,
o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T
Jii�, NUMBERe �HEET P�,IUM2Er;a
� � I � ��_I �, �i (_i r`s 'i 'C l_ - f=>
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NOTES:
1) INLET PROTECTION TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES
MANY VERSIONS OF INLET PROTECTION HAVE
BEEN PROPOSED ON THIS PROJECT DUE TO
THE URBAN NATURE OF THE SITE.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE THE BEST
METHOD TO USE AT A GIVEN TIME.
2) ROCK CHECK DAMS TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE WHEN ROCK CHECK
DAMS MAY BE REPLACED BY WATTLES UPON
PARTIAL STABILIZATION OF SOIL.
3) CONTRACTOR TO USE J—HOOKS AS PER DETAIL
WHEN ENDING SILT FENCE ALONG STEEP SLOPES.
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(SEE DETAIL SHEETS) �
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(SEE DETAIL SHEETS)
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(SEE DETAIL SHEETS)
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(SEE DETAIL SHEETS) TPF
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P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
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INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
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All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
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NEW BERN AVENUE SIDEWALK
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THE URBAN NATURE OF THE SITE.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE THE BEST
METHOD TO USE AT A GIVEN TIME.
2) ROCK CHECK DAMS TO BE INSTALLED AND
MAINTAINED WHEN UNSTABLE AND SEDIMENT
LADEN SOIL IS DRAINING TO STRUCTURES.
CONTRACTOR TO COORDINATE WITH CITY
INSPECTOR TO DETERMINE WHEN ROCK CHECK
DAMS MAY BE REPLACED BY WATTLES UPON
PARTIAL STABILIZATION OF SOIL.
3) CONTRACTOR TO USE J-HOOKS AS PER DETAIL
WHEN ENDING SILT FENCE ALONG STEEP SLOPES.
EROSION CONTROL LEGEND
STORM DRAIN INLET PROTECTION
(SEE DETAIL SHEETS)
ROCK SILT CHECK DAM
(SEE DETAIL SHEETS)
TEMPORARY SILT FENCE
(SEE DETAIL SHEETS)
TREE PROTECTION FENCE
(SEE DETAIL SHEETS)
LIMITS OF DISTURBANCE
CUT/FILL LINE
PROPOSED CONTOURS
EXISTING CONTOURS
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NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
EROSION CONTROL
PLANS
PRELI�VIT�IAR�Y �LA�1�! � � n � �j
D�0 NOT 1�5G FOR CONSTRUCTION
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Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
NEW BERN AVENUE SIDEWALK
& TRANSIT IMPROVEMENTS PROJECT
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MANY VERSIONS OF INLET PROTECTION HAVE \
BEEN PROPOSED ON THIS PROJECT DUE TO '��
THE URBAN NATURE OF THE SITE. \
CONTRACTOR TO COORDINATE WITH CITY _ ��� \
INSPECTOR TO DETERMINE THE BEST ,'� ���i \ \
METHOD TO USE AT A GIVEN TIME. \
2) ROCK CHECK DAMS TO BE INSTALLED AND � '��' �
MAINTAINED WHEN UNSTABLE AND SEDIMENT � \, �
LADEN SOIL IS DRAINING TO STRUCTURES. \
CONTRACTOR TO COORDINATE WITH CITY I ��
INSPECTOR TO DETERMINE WHEN ROCK CHECK \'�
DAMS MAY BE REPLACED BY WATTLES UPON \
PARTIAL STABILIZATION OF SOIL. ' \ Q
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STORM DRAIN INLET PROTECTION
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ROCK SILT CHECK DAM
(SEE DETAIL SHEETS)
TEMPORARY SILT FENCE
(SEE DETAIL SHEETS)
TREE PROTECTION FENCE
(SEE DETAIL SHEETS)
LIMITS OF DISTURBANCE
CUT/FILL LINE
PROPOSED CONTOURS
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PREFARED I�,I THE OFFICE OFo
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■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
EROSION CONTROL
PLANS
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PRELI�VIT�IAR�Y �LA�1�! � � n � �j
D�0 NOT 1�5G FOR CONSTRUCTION
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
PG��'�,JECT;
NEW BERN AVENUE SIDEWALK
& TRANSIT IMPROVEMENTS PROJECT
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l_,�I��i � � � ��;�,�-�1��,1� :' � r-=; ; _ ,,_, ; GRASS -LINED CHANNELS (6030)
_ _ ���� �l� `� l RUC� l 1���?lV `� ���l l� IUC� coNsrRucr�oN sPEc�F�car�oNs Ma�NrENANcE
CONSTRUCTION SPECIFIC'ATION� l. Remove all trees, brush, stumps, and other objectionab/e moteria/ from the foundotion area and dispose of proper/y. During the estoblishment period, cl�ck gross-lined channe/s ofter
�;,, ,,_, �- ; � --- ,,_ ,- �-, -,�; , _ z 4, _ every rainfall. After gross is estoblisl�d, periodicolly check the
_��ti�TF'�l(:l��N J�l-(_:l� lI_r�li(J,�� �� � ��;r, ,�i���• `�i (�/_ �;��..r;J r_. � _. i�_� i��r� �ri' ii; � � u r:i"� �;"I'l:;`'�%l -
/, H�/� �or_ L_��_ r_�.ti_ n._ �f_� _r�_� �C l, ��l _��� u� .Jl ��r�^ �__, �� � �� __���, _�_ �_ � 2. Excavote the channe/ ond shope it to neat lines ond dimensions shoWn on tl� plons p/us a 0.2 ft overcut oround the chonnel; cl�ck it after every heavy rainfoll event. lmmediote/y
^,_ _ � _ ,_, __ _ „ _ ^^ and in!�ite NC'C���9LR L�?� c�_�nract r,u�i�_h�r %s ��_�l�%� �'_�! I`'r��_i channe/ rimeter to ollow for bu/kin durin seedbed re orations ond sod buildu . make re oirs. lt is orticulorl im ortont to check tl� channel
L �lill,��ll�LlCf 0�1� lilQll�f011l i_7�I t'./ �i !; ��� ��l�r� rril�'IFli+:7il ,lI �:".IICI r"Jl ��l ]r.+� -: rJ/��
_ _ , , _ _ ,�, _ _ ,, _ �_ _ e �1 _ , , out/et and oU road crossings yfor bonk stability ond evidence of
rr������r � in ����;f;ordar�_r.e wir'r� th� o� �:� c�� _;�� � rdi�n�_i,t�tic��� � oi�ti l i i;r, ����7 _. , 1�,:7 fl�e work lim��� fnr ,c>r��ta�,ti�_��r.. 3. Remove ond p�operl dispose of oll excess soil so thot surfoce Woter mo enter the chonne/ freel . pipin or scour l�les. Remove oll si nificont sediment occumulotions
r c�1,��: rl" l lCtlnn Scl)edl_ll�,
-,_, ., _,__ , ,,,, f a _ y y y to maintoin the designed corryinJ copocity. Keep the gross in o
_�. � � ioi fc% a��y ,���,d di�l��rbing �Ir,�/��di��;� -�,_;r�olitlr��,� ,�_;,n ir����;1�i,, ;C,_,l, _,ii, ,, � �1 4. The rocedure used to establish rass in tl� chonnel ill de end u on the se erit of th� conditions and se/ection of healt i orous condition at all times since it is the rimar
-, ,, , ^ _ , � - _,- _ _ - , �, _, � - - , ,, _ �, , ,° � _ , „ � „_ P 9 w P P V y hy. V g , P Y
, ` - �� , � i - � = � � ° �; �= � � ' � � . � i , ,- . , �
�r�� 1�"P ;"r�r�' 1�� ul� trr� 1 r`ll�P,r ; fr. fr' c'ri,r r; r �, l�r.c�, ri, a� l i i., l,�T l�flr"�r I�.li,.r r r "fl lCllr"JlI tJ )f��" ir;r' ;t� l,7, �,, ll� ll,i � �lF'c� lr�ri . li� '��l ,�l ,r �
_���� ��_�_ _ � �/�� �r _�_ __ � ��� d �n � __ _� ___ � �_ ��r�� �_ � _ i i �i __, � �� � r � ��� t_ �� � � _ I. species. Protect the chonnel With mulch o� a temporary liner sufficient to Withstond onticipoted velocities during the erosion protection for the chonnel.
lt fur usr ir� f%i�i �,l�Ina the groJing of �ll criti°_c�l area_�= �,rosic��i cc��itrol ���viceso establishment period.
e ,_ , _ ... +-. - -. _ �� � -. _ - _ .�iN._. - _ . _. �-.. , � : - ^ ��, � - ���-� . '- t _ _).�, 1 � �f � ) 7 ' - -�-��- �� ")� i� "� � / '� i � " 'i %r� �� ".11� ;"7/ ,,
7� �c,or��y aiea� tn h�_ �� ���-���il��d ��� �� rr��i��iii�urr� �F��i,� �;�t i�,r��f��� ��, r��r� �� lrr ac��urJ_i�� c �vitr� he �����i�n c��i� rrl� l��i���s9 yi �J�. i�_�Jw�y�� ��tall ��torm �ruin -y- r �__ �J
�>lacirq rn��;�oil� �'���r � iril�t prorecti�n �� shown ui� c�lai��,o�la�;e a��ditior���l �rosioii �� ,i�tr�,l inatti`n�a and �1
� iaL,�li�e � l sl�����s as indicated� Modi°fy ��ilt t�nc,r pla��;eirrnt �� � n�c�_sary thruuqho�it TOPSOILI�G iV,O`-ti
�. l���r_'�]� i7/��� ��i`l_l�� �il,�U ���-� ��r r/%�i_�;'� T,=i l r'l/I�'i', �� rl�r'�- li�=i7i iJfl;-�� � ii,-'l,`�,C'r Tl`i��= �lJl��JtlUll C�f f�l�. �Jl`0/�6'r�f, - - -
other nb�ectiunat�lr mat��ri�l that v��ould �trer;t rh� pl�ri�:��� �,tabiliry of th�� fill� -. CONS�I RUCI lON SF_FCIFIC:al lON'��
`_,� r,urn�lEte t inal gr�adin� of rr��o��� ond � idc-w��lk� �
�, Ei�,��ur� th�rt fIII rr,�terial i,�; free of br� �_,h. i�ubbish� ro�-k:, lr�,�, �. ,t�urn����_,�: �4A1 E,�r'/AL ��
t=�, Fi�ni_.ri �rading ot s/o,c�e�a iop, �uil r�riticol areas anJ per�iiar;e�itiv ����geiote, seed
tuildinc r�ebi l,s, and othcr i7i��rei�iol� ina_���r�� ,i�iatc for �,��:,r�,structi�n�- ,��tablF� f�i'll,=�, . � � -., � 1 � _ , _ � , _ � _�. o _ , o � a _, , � -
_ �� �' � < < � , �, � _� ,���,, �_,� , �; � ,, , _,, �,� _ - _ - - - ,�� - - -
7/l� rU_l�,li�. P,l� l �llll�, I� Tlr,t�lr� /�� � //r �//�� �'/ �� i !l� ll�lt, �JT �7✓r i�rll��`=' f(; ����Jli Il��,;ll 1�,, ;`;yr�i't/'r' � r�l I��i),l�"7/ � ��C� l i7 �% )fr:�r�f l�� �,=�-� � ;��,i;�;� � r-�'� � IP, � r��� � � �';i.r; '� �� �r,,
D_ � n _ v _ _ �_ /-� , _r� a-� , � � � -/--- /-- - -- - �� �,__ _ y �,_� _i �� F � _- �--il_r__�./_il__ ��y _m�_i�i�ily __ ��� _i /_�
, -,� _ �, u ° ..-�_ °- -°-�: ,�,,- - - - h�n,d/ina���u��li%; l��psolll�ias �fhe Coll�_�wi�nq�charurleri���ti� ;�� l�he lot���tNFDES�r�iles� _
C�, Pla�-, ,�ll fill ir layr� � nr�f tn e,k� ed ��n� r� � ii� lh�� nn ,�,a��n�l r;��rnpac:t i� All c�raded area� will be seedEd,tertili�ed ond mulcf��d acc,ording to NCL�OT _ ) _
fIIP IOv�'l�,S �7S rr'r Ill;�:'iI f�; 1:���';%r' rl ,,;��i��:,ll :,Ii�l% hl "��,':.f1�=li"1��1/f.:C�i" �.,fl�r=l- _-�_. , ` - - - - - , �` o�
� a , i � ,����cificatici�s to rnal��t��in a vl�iorous���nsc-.v�����tative c,ovei �vitl�in i� t,� l-f dav�,,, _ - - _ _,> __
, � a -- - Te��tui�e loarr ,�ond � loam or>�� �sili l�_;ai7� are h���,�i� �vi�d �,;�lr� loam,�ilt� clv � Per�r,��r�e.i��t ���r��t��'rl,�n li� �,toc% ile�; i�;�il/ i����i he ���e,�1 ����itfili� l- rr,��r�ths the�
� elat�d ��rc,hl�n����,o � � � �- � ,�' r -,le ° , - - r - � , � � ��,��� �-, " � r r- - '� � - n -,,� , � r�� � '> > e a y 9 , y Y y y > �' �
� � �,r��_i�_i �f com �_ti�_i� ot �i�v h�__ _t 7r�Jii���� F�_f_r t_ fl,_ l�t_�i iJ�-L�_ - =� --_� - - �+_�_. - .,., _: _ . � � - .-� �� -
�' „� � � lr�r-ll� �'l;"'� �ii�ll� �"Ilir" l�r l71' �;� rl� r l"�' �� ll 1n l� lf ll��H hr�V Cli i r7%ir� (ll",'� -rill� rl"N ,`=�T �P ,;t� l�lil��'���i �:�VITr! �%r�rl1"it l)r^,l�T V�'< < i� ll�'l! �r) i r;llf� r;i ri ��,��li!li � 1��; ���✓'r���i
_ ��,'� �1�� dated auqu,�t ����1/ t ��r rnr�re inf�;rrnatioii c��� �ar�n�_ind stabili; ati:�n = � � � �y - � � � J � � � � � � � _ � e C _ c _ - � y - �� - - �� . � , t - - �- - � ,_ _ � _ ��_ � _ - - - � - - �
- `-, - , _ , , �U%/S .`,UL:Ir QS �'JOt rJl! lr)IJCti �IS fo ?SGl`le Cl r?WTr1�
%a Llr rn_t ii��,or��orat,. f; �_--�n ��� �t�� I��! ��r ft ;_�i r�i'�.�t�l�� ����;,��� �- �l�l�= ;;-;-�iiremf�r�tJ� l sunrnar ,�.i i�ne%c-r dihe_ swalc-� ditrhF� r���;c,,,� �1�= ,�� tln�r� r � i
/ , / r� � y� o � o �, -�
i�iateriols into flll �lu��r_�,;, =��l�and riial'� q�ia/ity �HC11N� �ni��s shuul�� hF� �tabil/ze� wlri�I�i i d����s, aJl oiher , _ , _ ,,, _ -- �,- -
�ii �=as anc� `lopr.� ,,h�_ill be ,srahi'li �ed withln l=? days, lf w,�i k; on rh�; ��rr� je�;t �Jr��ai�i� iri��ltei c_nrlent (somr:rimes i eferre�� to a,�; "lu_in�ic i��atte� J �riould be '�li c PhEr'AFr'Ai li=�,�i
� _, � _- ,, . -�. ,, .. - - - ��t r tl�-i� l w_ it
=s l� i �-� ,- i,,,,,- +`;; _ ,/ �_ , � �,, _ � _ i_,. i-,-;_ i r:, c. F5 i)l` l�`li"' F' f lr"l I F' ��'�- 1"�-ll l �l�P PII�" II Uf Tll7t`' c� %�'%//I" lP� r C".�",� ;-//'F'� r '/I a�;''.; fy 'Pl_!I, �
��__ f_ � ��_ r1� t�_ at�v_ r�_ t c,d L at �_� � l d �_ t_� ���_ _�_ _ �.�_ � �_ �__.
� �c. no1 /.l�_�_ _ i�ll �_�� _i , ,
,: _�� ,,_ri�,���,i�i�.�_��.i i,_ F:�__,._�t/� .�i�: ,�.:��..� <ii�,., _-.,,� _ - - _ ,, -,_°, - - _f ,
-ii�7�I IIOV�' ��'rr_�C�l"0/" l'F'�=Ff��1`IVP_ Cl"OI i10 Cr�V_P,l" �,SfO%IISIir� Ql1� �l"�-i5%r=i%! �'0/�fl"DI E�'tul� `��r�U;�llic/ fr��;�t_NI�N�,rUL�II_,i� ,.l"t.�,_,1�,1� �7/Ir� �� �il?Ir;'lifUflt_�l1 Cr=�/ill"Ul/�1;7C,�lr_., ,,
_ lI���O �c'a l� � y l �l �l
��evi�� ��� rnaint��ined� � Acidlty - pH should l e��rearer thar� _�er l>efor� limi`n��� and lirr�in�� is req�iir�Jd it „uch as diver �i�ns� b�rrn,s� dike�> wate� wa1; �o and �rJirr�rnt L-,a� ir� ;.
_a, KPt='/�i��lVrl �,lr`�ll_ Jll� OT�Ir;I �✓✓�lli=l �;�!llli Jli�-,- l%1,�� ,lal i=', :%/ i�;= �'i ";��1/�)r='�i% lf l�S �E'S5 flir7ll ho(��e
I� � L, P,r :_°.� r_ � ��r' -) � i' - c, �. "''F1 I '_ ' i7 '. ��•�, , _i. - ,° "' _ � i" '�_ �F,, "J _ _P, ' ,( � 1!j .( � i� (='�? (l(,C'�i'� `-,- f�-� j'f-q�
duri'n�a ��ll >i�a�e,� oi develo rriei�t� _. Ali _i �,,�i�,n ai�d ,�di�r�ent _�nr �l,cra�;tlrP� v�-�ll b�� ii�_� c� r_�� ��ekly Jn�J . 7�ii�� M_�ii�tuin �i ��_ �ir tl,_ ,�i e�_ i_ h. to,�� �_il__ ___ �ii�-i ,_
_ � P ��tter raii�fall �v�nt��o lVeeded repairs �vi/l [�e made �i7�r7�e�li�telyo �ol�ib/e ��alts - �l�io�ild be /e�� tl�an �OU p�rno approve��� pla�i and do �ir�t -a/ter them by addin� tn�>>oil.
l��o H��ndl� ��F ,�, Or S rin�S el�r�n�rl�f�r�:=�J �1�_Il"�1;��_� ;�r�l�,�l�i"u�_��i�uli il� �7c;:,_!ruari; r -
� P y � �-� ., �,� � - r=� � �;'n�� `� �,� °�; r3 ��� '1,�� - - - - - -
, � Estirri��t�,� iiin� b,i ore fina/ ..r�/ i/i�ati�i, �� _ rr�_r�r���e ���,��_lirii� sodi�urr od�or ;t/r�n r ir� �s/�uu/�J be /e���= ihar� /�� i r�ii�,- ot s�u��soi/ Wi,ei�r th� �H ot t F�,��istir,�-� �_��,/ ;�,�/ i F�=;�;�;� _��r� /�� ��_�i ti;,�
i�iith a/�/��i oved meti�r�dso � n � �� at � L r a �� e h � .
, ;- � � - - S�ill lS �;0/l��'i") ;(;�� OT �lF`��Vy� ;llr7y��l/)Ci)rC�OI"OTr� �'7Ql"l�;U�fIJI"r7� lllll� �TOiI� lii �?l)1�)!_ll)f;�
/i"' � �., .,_, � - - - , � � , - _
l , � ( (7 �T l (" � ( P . ��...,5 � ',`(� '� "/ 1 � �i J � ,5 � (' ( � � , .
_� qFTFF �ITE l� ��TA6/U:�EI_o�_i�,_ r_i�r��r� _ntrun��_ ar�d �_�n�ti�_t�_i� _t�_ii�� - ��
'P , '. i � rl _'� P��_ ,_ �� � F' )7'P rl �_��_� �_ ��_'li ��F' �t S ; r��P�`; r'"'� '� � P,r� ;�. ; ,o o F, �'`r"�r��"( , l r' �r; it- � �,�i
_, , - - - ,_ ,_ -- --�,, � _ _ _ _ J _ Ti�, ���tn �f i���.t_ri�ilr�ie�ti��u th_ otr_�_ .�_a�liti��tiur�= _f��_�ld t_ u� lea�_t� in_n_,_� r_�r�r��nenJ__ bv _�iltesf�� c� ���_itied tui tl�_ ����ii�_i ir�, ,���r_ �_ L_ _i__ le
lL. F'�i niai x�ntl �� tabill� � al/ raded arr,�s i i, im�di a1 ��l � ar r�� � f i nal � r a�_lin� i�-; , � - -- - -- - -
y �l Y �l � � P' �� � r�' � � r� > ` � � er � ; �` �P � �� ° � � �r � r r e 'GP �� �� � r e < � � � .- ; � _ - - - � ° -
= ��nd inai�� ��l �� _� �t��k_ile ��r.���<aiid �ll �ti�_,i er��,�i�.n �,�i�tr.�/ J�vi �� ,�l»ll b_ ,� � - - �, �, - - ,, , _ . _ ��
�_ �._ , -_; ,-�� ,,. � �-_ i. � �,._ il i actr�rs su� �r� u� r�c6; f� a� m,_ nt., slu e de ,�r� ��_; w��ter taL�l� ��i,d L� �� lner�r ���r��t� lim� t� ;� a rJe ���l�i rf at lea��,t � i ��,h�_ _, b disl� in�-�.
cr;ir� >l��te�J on ea�h ar�,a ii� t�lie cr����ii��_i �l�in _»r Nl- �;� , ��� u' _:l� �!�ili,-�-�; i� ��� � - -, ,� _ _ � _ � _,� �l o �' � � � � �l r � Y _
� J � l l� ��rl�ov�,��rrstc�red a�, ���i��;tir�q,or��,� perni��r��i�tly v�euetated a�� d��,r,ii�ed in the �,��ir�kn�s,�� affecttl�� ease of �a;ca��atiun and �_;�%readin�7 of tu,c�sc:�1/o
Timefror��es, ir�,�intenai,��e ai�d ve��etorivr- ��l,�i���
�-�-,,, �, „ , �_��, , ,,,_, �.�_, , � -,. � -;, � _,,,-. ; ,-,- �, ,,�� ,, h'�5�;gher�ing - lrririi��dlotely pr�lnr to ��preadlrig trie top�r��ilolur,�ei� the ���i�,��r�,��-i�
_.�iitl Q�,fi51 �%II_/,�;f / F'r,_,/l/E' �6/'il1/,��� %OC) � �,_. r',�f /Tl� ,r�i_.f�_:/ �t't��, � .>r1 /�1��]._,_// ��_. �1/ � � 1 . � _
� y � l � y � � ,� � -��� , � , �. , , , . , ° - °,�. ° � ° , _ . _ � _ � , � ° _ l� � �� � � _ , � - , � .; � �_ _� � _ ,� ,,. � , � .. ' � ;_r �
,, _ a _ �. � _ _ , � _ _ � - - ° � - -- - - - , - _ _ ,_ . � , �_ n� rall o ti��_� ��_ _ � i ���i t ��f tr�r � ���il, ��viri�,h i,� ric,h�:st ii� �r��anic n�ait�.r. i,-, �r�c,�,_,�t L �Ji� ,, in_ � r ,�,;�u� it ir�� to a d�� t r � r ut l,.a�_,t �=� in�:�h�� , t_n er��_ ui e _h�_ � ���i, �_ �_ r
I�. �r1C7W fr� ,��7/I ,SfU�,I< ?llP��, t�rll rOW �_l%�_�O�_ o ��lir�1 ,'_;Dr-ill ��l r�]_, r?l� Tllr i�I�Ji i,-,, r�rl J l"��171�_7Vr"'i�, Y- ��� � �l y J y � � ��
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,�, � , _ -__ -_ ,� ��,_ , d�_,_,ir�hle� l�r_wFv,_i air��t�i i��l ex�,��� �t,� frorr� ���F�Ei luy�r,�, rn��� b� w�rf�� ,_,t_ni ii,� th_ to�,_c�il and ,_�ut_,�_iL lf r» amei�<m�i�t�� h�v� been i'nc�r/_��r��frJ,l _� _r�
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srabili�ation or r/��,_��_� �� _�as i�n rrr� r�/rano �-�A/NT_FNANCE it i�t �r�eot:;� the ot/�iF�r criteria /���ted obnve, tl�c s��l/ t�� �� d���th of at /�ast 6 in��irc, b�fni F� spreadi°rn� t�,���oi/�
� '��� ,-� -�e ��n ��; �-��°r� �,� t�r �;N � i n-oi �' ,-� �r��-�' ��' .�� r� � e� �=��� nte �.r� .�,ir�� Organir 5oil,s �uch as mu�k,s �iid peat� dr� i�ut rnn/;e goud tr;�soilo l ri�y can be SPREADING TOFSOIl
MaINT�NAIVC'E � _//�iN tl�_ ���,_tru�i�_n __�a_i�_ _ th� u_�,1� _ir �r� /__T �e� _l_� m_i�ta A�� � i_� � �_ _ �
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��.������hour� or _hreoks occ.�ur.rec��_��r th�=�m irrme�liatel ��, �'ro�i�_�t ir��airiiair� n��_�no��i�n��:n� ��unt� �;1, �tr�� t���,_,,_�il n�ily troir� triose �_rr,���� �h��t wil/ he Ji,_,tu�t,_,d ty ��cavati��n,tillin�, water po_r,ti,e�,_�.
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/��- �:edirr��i�tatl�_�r� � �_�//��tl�_?n C���nti��,/ a�ct wa5 arr��nded i°n �UO� t�_> r��_��ilre ti�at � ,°, � � , __, �� , . - � - ,� � -- - - - - �� r ,.;-, ; �,� � , � �,�
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l���rsons i���• ,or�� iL�l�= fur land-di�.furbin�a aclivities ii��> >P_r.t a ro ����� ��1�1�:r e��rh � °,- ��° , - , , � , � � _ , � _
_ �- , �- � � o a ta,_i �sodiv�r._icr�soar;d ot�ircr �cr�tr�l,- ir�10 pl��ce hefor� sfri���pin�_ro l�i��l�-���aint�nai�ce turt i� to L;� ���al�llsh���!.
pl�ase ��t tl��r �r���ect t�� mak ��ur� tnut frie app��rv�d ero�ion and sed�mertatic�n
c��r�trn/ plvn i�� b��inq f��:�ll_r,�ve,�� R�_�l�s deralliirq trie d�,_ru!r�entotion of the�e STOCI�;PILIN�� r_"in s/��_ne� and a��eas tl�i_nt �vill ��,ct b� rr�n��v�,�� tl��� �„_irt,��.� ��rr_� ;��� i�1-t rr_;�u��_i�;
ir�_,pcctions took rf��c% r �ctobe�� /� �;-'0/Uo To simplify dn�� irne�itation ni Self - - - ' - � - - -
�� �,,, �; - - - , , �tt�l� ��;'NrJ�%/��� f0 ,.�t�llo /� rll��,� ;1"i,JV 1,�-� �J,Sr�J ir_i ���1 r'�/IIOfP fr���i�l�j�)�-1 r7t f!t� l�li7r/"% �,_���
�;�1 � � ;�l �' iri.s ,,�ct�oi� l�e_,urt� ai��� NPDE�� S��/� -Monitc�rli�c h� o; t.s a cori�hined f��r i7�i l,s nov� l � _ �' � � _
�%%,���� / � � � ;���-��� � �,��� �� _ l , _ � �' ��� ° Sc-lect �,to��k -ile loc��iioi�i to ai���id s/_n �es and naturol drainaa�wav�� avoidin�� bet�,���i� io ,soi/ ��n� � ubsoil,
��vailoble, I hF� r�ew fui ii� �,va ; dev���lo�ed tu satisfy lh�� r�;qulrerner�t� ot t/�e ��;�iiner�toti`nr �' � - _ F
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an� �� �i��t��_n ��.�1/or�ir�a e�_i r��nof� .�o��u�,i���_ �ain�,�llcx_i, ii� i�o c��,�� /,��� tli�_i� �� - ,,, �, �� i, , f� , ,� � �,
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once ����r � week,�� 'li�� needed re,airs will he �r�r�d�� Iri�medlat�,l� _h, � t/-ie C'��nti a�_��_;i 1�-�_ _i �_� i_ i_��_ �e bl� f� adr, ini�t_ �g b_t� i�� �F o a a �� l�_ N� L�E� �r� nwot�r _ � � -
� Y � J�y _� � lat��.st Nl �E� rul��s,
rr rri�ii�t, in ��ll >r� �-�ti�,�=��_ � F��i�r�r�r Al�;�� ,�i� N��tir��-��l F'��ll�it��rit �i��,� �l���i,�� ��rrnit Cc�r Cr;�r��1��uction ,a�ti��iti�-s:N!;�� 0/� �O�ir�_Th� cui�bir�ed t���rrr; ��1����ild mak�r, it
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�liminoti°on S��st�ir� �N�-DE_�� q�n�rul �str�rir�wot�r /�ari��itoo i uiir ����iy� n,u�t �1 >edlrnent borri�r� - Cl�� _��:di�r��rl� ��n� r�� c�r ���t��;� t��ur;��i�=r �, ���1��,��� : ri�� :_s�-�rv t�_�
-�,'�C ` r�i" : �l �; e H l rJ " ` -i t" l li � l � �e, fJ -r r�i i `= � � r' r" ° �; )r�C l r� � � , ; F - - - _
ii _ �l�_ J_ �� �t_o I h_ i uii _q�_ 7_ �ri��t __ f� _! t� �. it_ ���� ii��� __t � i�� t� tl�_ 1�he Combi�ied S�lf -Nlonitcrin� tci� m 1s available as a�'OF and W�r d d�_,c�um�i��t fi c�ii� i�t��ii� ��diin�nt,
�"'_r,nri ��,�tur rnust be made ii�d %og�aed atter ev��ry h,�/r inci� of roi��fa// on�/ �,��_;;.� i/-�� Lan��1 Cluo/ity w�b � i°tJ. i�it,c�° �po��t�/on�dGi�r,orgi web!/r!ei�o.�ic;n
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lr �,/C�LI �OVr ��Ut�'��tl0/�So ��N�� ;r :�'�l%T]r;'i f�IrJ ��7�1�� (�IJc7�l�I :i'i,flr;ii ,lf �7 /1;`i1/��' l r :i%i51i�7i
Le i i�� c,»,tr,�,�T��r _n�ii �-,J,������,� �F����,�P��t fr,_��,� ��-��s����� ,,,�;t���i ,�G�����J_�; �ti�r,��, ;t�,� ��,_ ��tr��f:� ��� ��i��-; �ai-���o _ VEGETATIVE PLA l CDE R 60/l)
<:�_7��OGIt�' l)a�� been o/>%�l i?Xl/IJatF'ly r(_�;� ClIlecle �l"�JVF'l �I'�°lI �,f_ r l�=',7�I�,J _�j l r��!7 �_I N N N
l�'�-P/�l lf/r SP,c�I�l7"IP,rlf -�i"i;"��S lI ���1�<"(?% i l'i7/ � 1"� i�l'�V"� �l^ ���P_, SOCI)P_, L>�l"�r�ll CC�I���U-l.� ��`h" �QlI�J-���l�;lll�"�;��rl '7i_'�,!'�'1/ � i;�li �"��l:J�i�CI �)�'/"/"i-;�1' r=�l bV.i_/�
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?crivit,i�>the relatrd _horroi�i ur ���aste activity -in�ll c��i>,_>tit�_�re ��art ��t r��e l<�nd-,Ji trii bii��, �LFDING �;r'HEDUI_�� .�EEDING �=Prc_'lFl�:'aTlO;���
- c- - i c.� �, ,_� r �� � F ,, i ��r- �; 'I ',i C?('flVll I lli�r �; � 1 hP hi_ /"/"i")IN 'il" W��' ;7(' c(;'�lVlT / l`; l"rt! l��'lfF=r !ll1 �Al� frlF' �l l/l l�l f�c','T i`�� �' li��,
_� Ti,e Contractoi _�l��ll iPrr���i,� �e��im_nt r� ��� bef?in�7 _!,t t_.�,�_ ��;i-�_„ ,r � � �_�n��_ �_ �_ - � - -- � � _ � 1 �` �_ �_ _ -�l� _ _� _ � _ _ � _ i - � ,� - c - ,_� �
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fretd�r� ,_,� �1��_ �ri��_�. _:�1� f�_�,�,_ ���,1/,_�r i,_�-iii.�� �_�,_, i��_�_,��_��i ,,,, �,,,-,ii�i�-i�i� ,_� �_i �5 � l�ndtillr���l��t,.d ty �hr C,i✓i�,i�-n �-�r W��,�t` Mu���_���emri�t,lt �l�e l,�i�� �i._,ii�r_hina A�t�r rc�u�h crod✓n� is c��m:�leted tili`,��;�lin ar�=�, r�� r,�
,� rrl�r � , y ,-�ctivity a��d ar�v rei��te��i horrow ��r �va�te ,�ctivi`ty are n��t cc,ndu�_ted bv tl�� ����m� ��er,�ri�� /) � � J � � 9
t� � lhey s/�a// be cnn �iclerFJ se�orale /anc/-distrirC�ina ��cti��ifi�e,� r�nd ir��i�t�he perrriitt�e� either Date �Type F'/�ntii��� F'ot� seed��d and p/anfed to a de�tli of six in�,hF��o
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Ill l ll fll�, ll��.11l fl lI i. i� , l, (1 _, �tl I,�.i 7 rl ll. ., r. f, l �l =/�r , l ,Ili.11l, T� _,-,_ __. -,�_-. �__ -__,_ �}?/ r'c� l' r l-'P i 1:^ ?� ? �i !li7'P ti"i
� ,�r�. , ,�;,��.1 r� ���,r�r ;c� i,,; ,�;i�J 2� ����� �ari_ult�,ir�llini��teitil�.ro�nc �u��,r�h_`c ��_
°-�. �l)r I_ �-;lill -1��1�_;! l l ri lill-r / r��,r�c� u.`, li�� ,�- _ _iC y: �J� Ir� rl)r_llc_;li rJll ,��- _l�'� cJ! rrJ,` _ _ ��,� _, _ ,� �_ I_ c7 _ _ - - - - -� _ l, �_ � _ l _�� J _ _ L _ � J-
_ l�� il
�-;,� i� r � ti"� _, l" +�;=' �,�=r ,,_ i,� �;/;-, , r-�' ,� , �-�.,,.�„_ ,-,� ,,� t�h' i�.�lli,ll7 �-,�_io �, _ - c L�i) �� ; ��/SfUI"�)P,�7 JI'�c7S 1`!� D� V�"�f�7f�'Qo
a.�,��.r�ii�� t� ,_p� irl,,���r �,� ii� �,�_ �_��rruti� ._ r,.�i� r� ni���i,rair� � �u..i � ��Uo J_i��__ N�u�o/ Niurol 70/l Fc���.ue ��,_ 1�.�.o�'arre y
i�egetative covera ��� Abr�� ��i Rye �`� lh�o ��ocr� l�5 /bs�limestor�e,��100� sqofto(3 tor�s� acr�1 r�� bosed n�, -;�il��
Mar,l-A��r.l5 % alI FrJr,ur �5<� lh,� i��r_r� te;t
`_-�� l he C'ontr,�_r.1 or ,sriall %�r �- � � J�= � rcu;i;_; , „� �,,� ,�,n , , , -�r� -; �-� ,r-; cv t; ;r_=�� ,J�i �_,� � i� r�a l5 -,_l� in.. l5 h'� ill�d !,'c�!nmui � 6eririuda -ress l', � lt, _ o; 'ac,re
,° , � , �,`;-,- ; ;r; r- ; ,.. ,��- � , �� `; _ , ,,,-,,�, , ; ,- ,-°- ��-r:. tr� lp ;-�� �- r -e.�,c� �. � ��r"� �,� ;� _ �.5 /bs,l0-10-10 t�rtill�er�1000 syrofte�l500 /t,s� o�'rF?
��ithln i tc /f ��V_ �� �� _i�_� _�t c,,i��_l,ti_�i� _T �iiy �n���� �_t ���oJiir�� h'f_t_r _ ir�.l_ ,_ia,�_, TaII�---_�� _ lt_�. �c.�e -
t ifJ tr-,� �= -� �, �i l� �, ^� r-�, ��� �;;��'C� ���, .� � r ° t � � � tIo � _, � ,�i ,- � Bro�vntc� ; Millet ,,:.� � � _ � � � � _ �. � � f- _ �, fte i li �0 it�� ��i,-;-��
l_ la __tN LE_ r_i_� �J�t_� Au_�a L_l/f_ �rcr. ir� �im� _�� �r� ��__ir�J
� ��� lh�� 'o�,r� _ ,t�e � �' �ra�er ;?,.�,� � ia �% � _ � _,�
��ta��i/I�a��irn requirementse PPrn��anerrt grou�id cover i� �o be prc�vid_ed f��r �_�r Sorgh��m-�udan Hybrlds ����� 30 /b5o;'acre 3) Disk nurri�,nts ii�to soi/ to a��epth ot six Inche.s untl/
��ll �i�,turl�ed areu � w�tl�in �" r�� /� ,��,y�_� ��r �=c���i��_r t�7/lo����iri _��:��7���/�t/��i, �f _, surface is unlforrn and frec-� of lurq��� dir�� clod�o
�i��fr��eCi�r� r�r d�,v�lop�r� i��l�, - �n�>es ��ql tc� �o/I
_ _ � � , ° _ _ _ _ _ � _ � � _ ;_ , _, ;- - �9;�ro � -.J� ino l � � r � � -�.� Les�?�Je� a (scar ii-i ed J �0 /bso or �-P �^ � , � `� qroJ � o
J J�C I l�Q J� l�11�10/��l�t
_ , � -
i=� Ti�� Llf�� r��t �7��"!��1�; �-��1/�;Jr_�i /�� ,,,%�'�,� i��'l� ��c'/C�!1 7i 1�`%i'� '�;i-,--fl;-;i onr� ��,0 /b,Se/1)�� ��1/J��tF�CIIe��U��O S��,fte(�_?(� %h�o/n:'/r clI_,�l"lliCi
� (Mor�_l-A�ral5� �add l c�l/ Fesaue =�50 /1�,.,,'a�re F���ruary l5 througfi �,rau l5 ���r A�r�ustl5 ti�r�uqh
(M�r�ol-Jiin�.5�) rr ,add Weepin�� Lc�ve�rass� `� lh: o%acre Ncverr�ber l�o
�Mar� l-Jun� �0) ur Add llulled Con,�r7on Fcrmu�� ���r�� ? lb �,�iacre -D�-
,_/ui-�o / -Se�� / 7 all Fe5 ;ue � � r � /C-� o;'or,re -
R/P RAP (6 /5) ,, � eC1 /f��e hi� ��� �C��� T r �i� J/l�� ,� i 1 /l;` l/I%iU��� I ��rul � �_,, /� il ;I ;'
� �'r�owi�tc7� Millet � � � lc� o'�acre -
° �r Sor�nurn-�udon Hybri�>> �,,� _,0 /b - ��r� sy�tte���i��ii�g Nuv�mbcr l� tr�rou�7h Fevi ���r�ry l�o
CONSTRUCTION SPECIFICATIONS Se�� i-�,1ar�! Seri`c��a L����������a 5) M�.�lr,i� ���d�d ��r_eo �vit/r �ir��ill ��7r��iri �traw af ���-? l�, 'lc����C
(un/�u//ed-un.��,arlfie�Jl 70 //, ,�r r� �qoTt.l�= t���n,=„ arr�) ���rea� rinif���'m/ya Ap��rovi�ri��tr/���%_
Subgrode Preparotion - Prepare the subgrode for riprap ond filter to th� required lines ond rades shown on the p/ans. Compoct ony fill required in the subgrode to a density �`� l oll F��cue 25� � lb� : a�;r���
approximating thot of the surrounding undisturbed materiol or overfill depressions wlth riprap. emove brush, trees, stumps and other objectional mate�ial. Cut the subgrade tNc�vo /-��ara /� Add AL�i ��z�i Rye 25 /��soi aci e �t �r�und sui tucP, shoul�� t;� ��l ;ic�lc tc� av��i�d blockinq
deep that the f�nished rade of the riprop Will be ot the e/evation of the surrounding area. Channels sl�uld be excovoted sufficient/y to alloW p/acement of the riprop in a �,-,,,, ,-�„ ,,�� ,,.-t�„ __��_,�, �<,,_,� �� _;�„ �� _��, ��� su���light to seadl�r�g�� On or�a� wher� tl�c q� o��rd
� --r�_ �/t �_n� _i �� i_n Ci��i�i _i �r �_il �i�_ _� vati_i� �_rvi,.. su��fcice e,^��ul � oi� ex�eeds a 5e/ �;/o�� aiid in tlre in�;�r1-
manner such that the finished inside dimensions and grade of the riprop meet design specifications. � ta _` -l�� �� l l'"�
tor odditionol Inforrnotlon cor�cerrinq o�her alterna,n��� for ot oll Jrai°naae swa/es,tack i7�u/ch �vitri as��f,alt �mu/sion
veq�tatior ot d�nuded �rea,so % he �:ll �;�ve veqetotion rat�s ar� -",� -, ,�
Sand and grovel filter b/onket - Place the f1/ter blanket immediote/y after the ground foundation is prepored. For grovel.spread filter stone in o uniform loye� to tl� speclffed _ at a rat�J of =����_! gallcn`� emrilsicn ���r acre of �ti�a�°,:�.
ff)cr�� WIIIC'ri d0 WPl/ rJ�1CIPl` IUCrJ/ CO�ICIlt%On�q C�fll�l` sr�rjlr)��/ l'�Jfr
depth. Where more than one /oye� of filter mate�ial is used,spread the /ayers W�th minimal mixinq. 6l ,tilulcfi ��r���nd ;,��_��t� r�; �>r;d tr�=� ;;lir, �;�,n� �tr ��,�; i�_, ,=,F=nt/,,
Combl/;o1%onS al`e ��ut:Slblea r INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
ii'� 5 � r ;
S nthetic filter fobric - Place the cloth filter directly on the prepored foundotion. Overlap the edges by at /eost l2 inches.ond spoce onchor pins every 3 ft olong the overlop. Tem��vr-�ry F'eseer_� according �� o��llrn��rn ,sP��son fc-r �� y���` �'
t ,k A
'] . - '
1 / ' -
ury tl� upstream end of the cloth a mirnmum of l2 inches below ground ond where necessary, bury tl� lower end of the cloth or over/ap With tl� next section os required. deslred �er�i�an�nt ve���;tatlor�o Do not ��!lc>w trm orar � cover to 7� Tr n�� �_�� ary ,: _:���� CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION
Toke core not to damage th�e cloth When placing riprap. lf damage occurs remove the riprap and repoir the sheet by odding anotl�r loyer of filter mate�iol with o minimum overlap �" �, � � y � {-._ i �� �> >`,� , ir^ r�,; --<<- -'; �- �=��
� , ,, � �, f � , /a� lb_o _hrowi� r�� n�ill_t l� �� _qe t�to /�9ay tlu o��lr ,y� �u��t ��o
of /2 inches oround th�e domoged oreo. lf extensive domoge is suspected, remove ond reploce th�e entire sheet. � ro�v over lL in�h��,� In hFlc�ht L��- �re movvin� o otficrwl,�e9 �����,u�� J�, - nu constrUa�on mu5c be �n a«oraan�e W�tn an �o�ai, State, and
l�Oy f �' ShC7Cj�J OUto _ Federal Rules and Regulations.
Wh�re /arge stones are used or mochine placement is difficult,a 4-inch layer of fine gravel or sand may be needed to protect the filter cloth. L�� lbso �nn��al i yr��r�_ �-�l� ���� � �s��oTt, �,u���_�r �� trirou��i� Ap��il�
TRANSPORTATION FIELD SERVICES
�'':� Maintenance Requirements: Refe�tilize if groWth is not
The flnished s/ope should be f�ee of pockets of smo// stone or clusters of /orge stones. Hond plocin� moy be necessory to ochieve the proper distributlon of stone sizes to produce fully odequote. Reseed, referti/ize, ond mu/ch immediately PUBLIC UTILITIES
a re/ative/y smooth, uniform surface. The finished gradeof the riprap should blend With th�e surrounding areo. No overfall or protrusion of riprap shou/d be apparent. folloWing erosion or other domage.
STORMWATER
R/P RAP MA/NrENANCE
lnspect channels at regulor intervals os we// as after ma�or roins, ond make repoirs promptly. Give special attention to the out�et and in�et sections nd ot�r ,00ints wl�re concentrated /�/QT Eo EROSION CONT ROL REV IEIN AND /NSPECT lON lN/ LL BE PLANNING/ZONING
floW enters. Carefully check stobility ot road crossings and look for indications of plping, scour holes, or bonk failures. Make repoirs immediately. �aintoin all vegetation od jacent FIRE
to the channel in a healthy, vigorous condition to protect the oreo from erosion and scour during out-of -bank f/oW. Contro/ of Weed and brush growth may be needed in some /ocations. ADDRESSED BY NCDENR, iV �T T HE ClT Y OF RALEIGH
URBAN FORESTRY
PREPARED I�,I THE O�FI�E UFo �F?I�i��;�T�
■ ��,,����,,�Y ,�,,A,�� NEW BERN AVENUE SIDEWALK
N� �,�ENSE #F_o, oz E R 0 S I 0 N C 0 N T R 0 L �� ��T ��s� ��R ����Tn���T�o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T
FEve N�.a PEvisioN:� oATEe nr�aw�v e�re �HE�-kE� a,: I�!'�-1T Ti_'� �'�qI_E
P.O. BOX 33068 D E TA I L S
RALEIGH, NORTH CAROLINA 27636
I� ��is docurnen�, tnqell��er wi���h ThP con-��p�rs and d2signs presenl��e� her lr�„ as �« ir�str�m,�er�1- �f servi �� is PHONE:(919)677-2000
ir�tended orily for the sper_.ific pur-pose and client -For whi��h� it w��� �_�r����red R��.� . e�1= ��nd 1inFroper
i- � � ier�t without written .�!_ith ,i i:�itic,r,� c�r�:� aJ�:��ti r� I; I inil� �-Hr_r � ar�:_� 4,s� i�te�.., Ir�-, C 2017
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SANDBAG -.
10 mii PLASTIC LINING �� �
�
STAPLES � STRAW BALE BINDER WIRE- 3 iII=1III-I NO�TO CALE
�z PER BA�E> / ; ���'�������, _ STANDARD INLET PROTECTION
\ / - 10 mil PLASTIC LINING / LATH AND � -
�� , PLYWOOD FLAGGINGON =III1_IIII_III' �-BERM
� -- NATIVE MATERIAL 4$ X24 BLACK LEITERS
PAINTED WHITE - : 6" HEIGHT 3 si�Es -. CONSTRUCT/ON SPEC/F/CAT/OIyS
� / (OPTIONAL) - - �� ���
� i '� 10' MINIMUM
- i ' l. As synthetic fobric. use o previous sheet of ny/on. po/yester, or ethy/ene yo�n - extra strength
�" 'r' (50 /b/l inch minimum) - thot contoins ultraviolet roy inhibitors and stobilizers. Fobric shou/d be
; I '' CONCRETE" ,� �A� scREws 0 �) � (_I (_J (� sufficient/y porous to provide adequate droinoge of the temporary sediment pool. Bur/op moy be
�� SECTION B-B ,�, WASHOUT ,�' \% � sa,N�Ba� used for sh�ort-term applJcotions. lt must be rep/aced every 60 doys.
% NOT TO SCALE i
woo� oR � I f 2. Cut fob�ic from o contlnuous roN to eliminote Joints.
METAL STAKES ( I
I�J l-
(2 PER BALE) 36" - WOOD POST � .3. For stakes.use 5-foot stee/ SfS.
\ � 3.5"X3.5"X8' `� ; � �
\ 10' MINIMUM r
�_IIII- 1111-1111=1111= III-li' � A � A 4. Space stokes even/y around tlae perimeter of the in/et a moximum of 4 ft oport,ond securely
36�� VARIES �l drlye them into the ground,opproximote/y 24 inclaes deep.
o �� u _a—� u —�� o �u— o U
,� � �� 5. P/oce a 2 foot f/ap of Wire mesh unde� th�e groye/ for anchn�ing.
I � PLAN
B��-� �� n�l B CONCRETE WASHOUT NOT 7o sc,4�E 6. Fosten fabrlc secure/y to the stakes and frome. Jolnts must be over/opped to the next stoke.
� � SIGN DETAIL O U
� � _ i � 7. Th� top of the frame and fabric must be Wel/ be/oW the ground e/evotion doWns/ope from
'I �� I�I (OR EQUIVALENT) ;. BERM the drop inlet to keep runoff f�om bypassing the in/et. lt may be necessary to build o tempo�ory
dike on the doWn slope side of the st�uctu�e to p�eVent bypass floW �oteria/ from Within the
vaRiEs � � � 0 U I� 0 ❑ sediment pool moy be used fo� diking. PO�����O�N GROUND
�,I I �� �� 8. "57 Washed stone sholl be incidentol to ln/et Protection.
I) ��11 2" 10 mil PLASTIC LINING
( � � � TYPE BELOW GRADE
� �- Ma�NTENANcE
� � � � � � � � � 10 mil PLASTIC LINING
�� � �� $„ lnspectthe fabric barrler ofter eoch rain and moke repolrs as needed.
1.12" DIA
__, �_ _ - _ � STEEL WIRE �� Remove sediment from th� pool oreo as necessory to provide adequote storoge volume for the GALVAN�ZED HARDy�ARE ►�IRE
' ' next roin. Toke core not to damoge or undercut the fobric du�ing sediment remoyol. EXTENDS TO TOP OF BOX
� STAPLE WOOD FRAME SECURELY �'
10 mii PLASTIC LINING -/ � DETAIL FASTENED AROUND � SECTION B-B
PLAN STRAW BALE ENTIRE PERIMETER NOT TO SCALE
NOT TO SCALE (TYP) WITH TWO STAKES
TYPE °ABOVE GRADE" WITH STRAW BALES ��o' MINIMUM� TWO-STACKED MEr,4� Posr
' 2X12 ROUGH ��
' /� WOOD FRAME — �o
� � � �
d
NOTES B B �� � �
�a" HAROWARE 2, ��_� o� 0 8�
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. 3� CLOTH �" a
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED _ O� �O
W I T H I N 3 0' O F T H E T E M P O R A R Y C O N C R E T E W A S H O U T VARIES /� � T Y P�E "57 STONE �O O
FACIUTY. !
0
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE �� � 0 0
o —�
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE , 2 /6" � �O � � �
OF THE WORK AND DISPOSED OF OR RECYCLED. � �
/ � � � � � ro$ a O ��
4. HOLES DEPRESSIONS OR OTHER GROUND DISTURBANCE � OO o
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
� � —_ O � o
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND � �' "` ����,opp� � o a�����
STABILIZED TO PREVENT EROSION. J! PLAN TYPE ��ABOVE GROUND�� Z� �_ — —�
5. INCIDENTAL TO MOBILIZATION 10 mil PLASTIC LINING � NOT TO SCALE �/�/ITH WOOD PLANKS 2�
6. MAINTENANCE: THE CONCRETE WASHOUT STRUCTURES
REACHES 7,5%NOFITHE�STRUCTURES�CAPACI�TY�TO PROVIDE "Jr7 y�ASHED STONE PLAC�D
ADEQUATE HOLDING CAPACITY WITH A MINIMUM OF 12" STANDARD CONCRETE WASHOUT TO A HE/GHT OF /2"-l8" MiN.
OFFREEBOARD. ABOVE TOP OF BOX
�°-0" MA'x;IMUM
`✓ARI,AC�` A� DIF:E��TEC� BY I HE � f l�_If�l� EI�'
I I
io� o.c. MAxiMuM
VAR/ABLE AS DIRECTED BY THE EN�/NEER STEEL POST
WOVEN I�IRE FABR/C
� ; ORANGE, UV RESlST,4�/T,
f
i - �I�T �ENCE FABRIC ! ` H/GH-TENSILE STRENGTH,
MINIMUM 10 GAUt��� � � � �A AR I G IG
� I f�,l E W I R E`� �� i I N S T A�� E D I� S F C 01'�I D ; POLY BARRICADE FABR/C (TYP/CAU
� �� MINIMUM 12�� ��AUGE
� WIRE FR�M TOP� I i ,� IN�'N�NG S/GN
��� i �� INTE�MEC�IATE WIRES DO NOT NTER
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0
C,I�ADE 3
� —�-r�nr—rr��nr �r—nr rn—rrT�rr--
��-����Tj���� ���-� ��-���-���_���-���-���-���-���-���-���-���-���_���-���-���-���-���—���-���-���—���-���_���-���-���-��� ���-����11���-���_ _
� �—� � � � �(—� � �-� � �-� � �-� � �-� � �._� � �-� � �-) � �—� � �—� � �—� � �-� � �-� �(-� � �-� � �-� � �_� � �-� � �-� � �—� � �_� �(-� � �-� � �-� � �—� � �—� � �— �
' I I-1 I 1-1 " ":I I I I I I-
=1I I I I' -I I I_' � ADE
=1 I I �
iii Ili _n iii !����III II'—-—--———-—-——- �� _ ��i—�ll 1==—
III II: I 111=''�
I I F R 0 N T V I E W -, �- OR,�WGE. UV RES/ST,41�1T, �
=1 I1= I I I I � � � � � —� � �_
II II -II I- - HIGH-TENSILE STREIyGTH, III II= N I II
III IIII III �III I I I I I POLY BARRICADE FABRIC fTYP/CAU =� � I_
I- -III —- FRONT V�E� I II,—_ I—I
ii� iii � �� � -�ii=iii- , , ,—„ , , , ,
�- �TEE� POST f�� � E SIDE VIEVy
USE SILT �ENC� �N�`r" WHEN DI�AIN��E AREA 40� OTES
1/� W C� V E N W I I� E F A B R I C: �j � E S N 0 T E X� E E D 1/� A C R E A N D N E V E R I P J 3� W QRN/NG S/GNS TO BE MADE OF DURABLE, yV EAT HERPROOF MATER/AL.
,� � I � T� E I`�I C E � A B R I C A R E A S Q F C 0 N C E N T� A T E D F� 0 W. LFTTERS TO BE 3" H/GH M/N/MUti%CLEARLY LEG/BLE AND SPACED AS DETA/LED.
S/GNS SHALL BE PLACED AT 50� Max�MuM �NrERva�s.
� ��' 4" PLACE A 5/GN AT EACH END OF LINEAR TREE PROTECT/Oly AND 50' ON CENTER THEREAFTER.
� s ( M I PJ j FOR TREE PROTECTION AREAS LESS THAIy 200' IN PERIMETER.PROV/DE NO LESS THAIy ONE
MAiNT����Ar���-:�� �� � TREE PROTECTION AREA
� 3� S/GN PER PROTECTION �EA
I N S P E C T S E J I M � N T� E N C E S A I�I D�� E N C E 0 U T L E T S A T �� a �� � ��.. � I��`' �- �� F' � 4A 18x ATT ACH S/GNS SECURELY TO FENCE POST S AND FABR/C.
� E A� T 0 N C E A W E E K A I�I I� A F T E �� E A C H P A I�l � A L�. �.i z � MAINT Ally T REE PROT ECT lON FEIyCE T HROUGHOUT DURAT lON OF PROJECT.
M A I� E A N Y� E��) U I R E D R E P A I h? ��; I M M E D I A T E L Y. S I-I C� U� D � L�� 3" D O N O T E N T E R ADDIT IONAL SlGIyS MAY BE REOUIRED BY C/TY OR IyCDENR.
=� � 0 R R E P A I P 0 F � I I T� E I�I C� F A I L U R E S BASED ON ACTUAL FIELD COND/TIOIyS.
THE F ABkI� �1= A SEDIMEI`,I I�EN�:_:E C�JLLAP�E, ���� �� '��� USE REIN�ORC;ED �I�T �ENCE C;l_1TI ET DETAI� 4" 5/GNS SHALL BE /NC/DENTAL TO THE FENCE.
TEAR, DECOMP�=�`�,E OR E�ECOME INE��ECIIVE, ��' 's��'���=^��'���"�, �;�,q'�� INFRASTRUCTURECONSTRUCTIONPLANAPPROVAL
� , � � �rrrr�r . n���i_rnrr m�� i7r —
REF�AC� IT FR��MPT�'r REM�VE �EDIMEI�IT i=Ill=lil - '- ni= ' MA�NTENANCE
` � '�-111=1 II�'I III � yVARMNG SIGN DETAIL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
DEPC)SITS A� NEC:ESSA��Y TO PF�UVIDE ADE��I_IATE =1I1 III� III=1i" �' � MIP�IIMiJM C�VE�
�NSPECT TREE PROTECT/ON FENCES AT LEAST ONCE A WEEK
STQRAGE VO�UME �OR TN� NEXT RAll�l AND TO -1 II-1:��,�.1�' OVER SI:IF�T � AI�1D AFTER EACH RAlI�IFALL.MAKE A�IY REQUIRED REPA/RS AIIConstructionmustbeinaccordancewithallLocal,state,and
I I I-�,
����Jl�� P�E`,��I�KE ��`� Ti�E ���LE. I,�I��� ���:E T�) �� II-�� �� FederalRulesandRegulations.
IMMED/ATELY. SHOULD THE FABRIC OF A TREE PROTECT/ON
A V 0 I C> U I��l U E R M I N I N G T H E F E N �, F D U R I N G C� E A N U U T. - I I �� P, f'J C H 0 R S K I R T A S FENCE COLLAPSE. T EAR, DECOMPOSE OR BECOME IHEFFECT /�E,
� I,i _� TRANSPORTATION FIELD SERVICES
REM�JVE AL� �EI�JCING MATERIA��� A��ID UN� I AB�E ��III = DI��CT�D BY ENGINEER -� REPLACE /T PROMPTLY.
SEDIMENT DEPOSIIS AND BPING IHE AREA 10 ���IIII II� PuaucuriuTiEs
c�ArE AN� sTA��uz� iT arTE� T�E coNTRi�uTi��i�; ���'-_'� TREE PROTECTION DETAIL STORMWATER
r�A���A�E ,��EA HAs �EEr� r��or�°E��� ��Ta��uzE� -���-���
S I D E VI E� PLANNING/ZONING
STANDARD TEMPORARY SILT FENCE FIRE
URBAN FORESTRY
PREFARED I�,I THE OFFICE OFo
PG��'�,JECT;
■ ��,,,����,,�Y �,,,,�,� NEW BERN AVENUE SIDEWALK
N� �,�ENSE#F_o,oz E ROS I ON CONT RO L �� NOT «s� F�R �a�sTn���T,o� & T RAN S I T I M P ROV E M E NTS P ROJ E CT
�Eve No.a PEvisioN:� oATEe or�awN �Ye eHECKFfl e,�: �!OT Ti'=! �;CAI_E
P.O. BOX 33068 D E TA I L S
I� ���is docuiT�ent, tnqether with the cor���e�ts �nd �lesiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636
intended oril for the 5��ific ur �se an� cli�nt -For wl-iieh it was ;�r��areda Rause �-.�f an�� im�ro �r PHONE:(919)677-2000
Y P" f-' P� -� r P-
��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation an�J a�uF��tiun hy I<,imle�.i-H���rn and 4,so lotes, In��,
� C� 2017
� �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra __
C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I
�� I I �_l �v _� l r �`� �i I_ l_; - I I
�
N��TEo I!�.E /NLCT TUE'E'�� A� NCECiED T(I �'Fi'EVENT �ILT AND
DEBRI� FP,�1M ENTERINC INLET� DUf;'ING CONSTRUCTION.�
�IV I I Ub'�
'T FENC'E
ED� D)
� ��� �� � �F,��� „��� �
PROTECTI�JN
�SEE D�TAIU
'EIGHTED
�EL�IMcNT
TU�F
li�ilet I ubc�
b�4aterials
Use inlet tubr�s tl�i�.�t exhibit the followlnG proper�iF�s:
Prc��Jurecl by a Manufr�ctur�r eXp�i�ienc�d in sedir��ent tuL,e manufacturing.
i;�n��oseci �f �ornpacied c�eoteXtile�, curltd �xcE�ls�c�r woot�, ncitural cc�co�r�ut
ribers or har��lwood ���ulch or a mix of these makerials enclosed by a flexli:alc
nettin� muterial. Dc� not use straw, straw fiLer, straw bales, pine needl�5 or
leaf mulr_h i_iricfer this specificatir�n. Uiilize an outer r�ettir�7 thr�t consists
of secar-nless, hiah-density �olyethylen� phot�der�rc�dnblF inai_eric,ls ti��nied
wilh ullrcaviolet stabilize�, �,r �i :rc�n�lrs�, Iii��i�-�I?nsir� �,olyethyl�iir
nar�-degrc�ciabl� rnal_erials.
Installa�.ion:
In�tall i��Iet tube� lyir�g flat on the c�round, with r�o ya��� l�et�v�_�er� tl�F�.
ur�derlyiny surface and the inlet �tube.
I,�s��ection and Maintenanc��
Inlet tubes mr�y be temr>orarily rr�ove�J �iurin�_� cur�sl_r�,rtlon a� iiPecie�l.
I�eplace inlet t�abPs damar�ed durmq In�tnliotion as direc'ted by ihe
I i�pectr�r or Manufacturer'� Re��r�sentative at the eont����tor's e�x��ense.
�Ul_l�J '�I��� FU��
l" RFBAR �I�T
FI�TER �AG F�OM
IP��ET USWG REBAR
FUR HAND�ES.
OVERFLOW HO�ES
(OPTIONAL) ��
s� --iN��T c�i;Ai�
s �. �'` t �� i
� �,i<< �� ���c��� �iz�r� FOR
�.� J�� '�'� I' R E Ei
� � z� '
� �r �, �
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�l � ,�
� COL�� C
� , LOCATI
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�Uf
� r,, B��:
GEOTEXTILF BAG— �
1 �4" BRIGHT�Y C��OREC
I'�YL���N P,ONE EXPANSION
RE�TF'AINT
SEC�iRE �IFTII�IG LO���� T�-�
oR uNr�E� suRF�ouNn�����
I`��METRIC VIEW
���,��� � � � �
�REC� NYLON
FXPANSION
RESTRAINT
EMPTY FI�TE� SAC4��; WHEN B�IGHTI_Y COLURED
EXPANSION RESTRAINT CAN f�10 �ONGER BE
�Er N.
i�E�TEXTILE WI�� BE A WO�EN
PO�YF'ROPY�ENE FABRIC THAT MEETS OR
EXCEEDS RE�UIPEMENT�, IN THE
SPECIFICATIC�NS TABLE.
AN 01� ADSORBENT PAD OR PI�I OW CAI�I �E
PUPCNASED WHEI'�1 01� �PI��� ABE A
(��NLERN.
INSPEC'T PE� KEGU�ATQRY �'� C�UIF�EM�NT�.
THE WIDTH, "W", 0� THE FI�TER �ACK WILI
MAICN THE INSIDE WID�TH OF THE GRAI�D
IN�ET �i�X.
THE DEPTH, "D", OF TI-IE �I�TER SACK WI��
BE BETWEEN 18 II�ICHE� AND 36 INCH��
THE �ENGIH, "�", 01= THE �ILTER SACI�< WI��
MATCH THE II�J �II��E I_ENGTH �")� TI-IE �„��ATED
IN�ET BOX.
SPECIAL INLET PROTECTION
r�i��� i i �-� _;!=�,LF
E�EVA I ION �IEW
PROFI�E VIEW OF
IN�TA��ED FILI� �:
SAC4<
LOW TO MODEF�ATE FLOW GEOTEXTILE FABkIC SPECIFICATION TABLE �
PROPEF?TIES TEST MtTHOD UNITS
GRAE� TENSILE STRENGTH ASTM �-4632 300 LBS
GRAB TENSILE ELilNG,4TIijN ASTM D-9r�3-' 20 7
FLINCTURE ASI�M D-4333 170 LBS
MU�EN DURST A�IM D-3786 8D0 PSI
TRAPL701D TEAI� ASTM G-4533 i20 LBS
UV RESISTANCE ASTM �-4355 30 %
APP�RENT OFENING SIZE ASIM D 4751 40 U5 SIEVE
FLOW RATt ASIM D-449i 40 GAL�MIN�S� FT
PERMITTIVITY AS1M D-449i 0.55 ��rC -1
MriDE�ATE TO HIGH FLOW GEOTFXTILE FABFIC �rFCIFICATIUN TABLF
FRl�i�tRTIE`� TE�T MtTHOD UNIT�
GRAF� TEN��iLE STRENGTH ASIM D-4632 '65 LBS
cRAe� TENsi�E E�oN�APc�N AsrM �-�c�� z� ;�
FUNCTU�E ASTM D-4833 li5 LBS
MU�i E�I BURST A�TM D-3%86 420 P�I
TRAPEZOID TEAR ASIM D-4-'-�33 45 LB�
UV RESISTANCE ASTM D-4�355 �0 i
APPARENT �PENING SIZE ASTM D-4751 20 US SIFVE
FLOW RAT- ASTM D-4491 200 GAL�MIN�S(� FT
FFRMITTIVIIy` ASTM D-4-4J1 L5 SEC -1
1�l'DES GE1�lERAL S TORM WA TER PERMI T
S �IL S TABILIZA TI01�1 TIMEFRAMES
SlT E DESCF�IF'T l0/1/ S7-A�ILIi A7-10/1/ T lME l IM�F�'AME E�'��,'E�T l� �l1/ '��
PF_RIMETER DIKESa SWALE�o DITCHES �,ND S�OPES 7 DAYS NONE
HIGH �UA�ITY WQTER (H�W) ZONES i L�AYS NONF_
��OPES � I EEPER THQN 30l ��qY� F S�OPES APE 10' OR �E�� II�I �EP��GTH Qf�JD QRE
NOT STEEPEI� TI—IQN 2°I� 14 D/�YS Q�E A���WEGo
S�OPE� ��ol �OR FLQNER 14 DAYS 7 DAYS F�R S�OPES GREATER THAN 50' I��J
�EN��THo
al � OTHER QREQS WITH S�OPES F�QTTER THQN 40l I� DQYS I�IONEo EXCEPT F�R PERIMETER� AND H�:�W ZONE�.�
�
NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67':
� I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is
� i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ,�r�p�red F'au5� � f- �r�� Pii �i up�r
� ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an�J a�u��tiun h� I�,imIE i y���rr� �nd 4 so iot�s, In�-�,
�p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince
C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17
PREFARED I�,I THE OFFICE OFo
■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
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1607.01
/
NOTES
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
BE DETERMINED BY THE ENGINEER.
7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
BY THE ENGINEER.
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
MAII�IT� NAI�.I��:F f�l(�TF�;�
MAII�ITAIN THE STOf�IE PAD II� A GONL�111CIN 1�U PRE�E1�11�� MUD (��� SEDIMEI�IT FROM �EP,VING 1�HE �;OI�ISTPUCTIUN ��ITE ��HI� MA r'� RE�UIR�
�� I�IODIC TOPDRES�ING WITI-I 2—INCI-I STOf�JE A�TER EACI-i F'AINFAL�, INSPECT AN�Y' STRUCTI�1f;E U��ED Tp TPAP �EDIMENT AND C�EAN IT
cjUT A'�� �,I���E_`=�AP�' IMMEDIP,IEI_7' 1='EMC�VE AI_I_ c">�JE��TIOPJAI,�_f:= MAIi_1-'IA,I_:=, r��'ll_I_1=D, W��PIED. ���' T1='P,CP'r�� ��!f�JTC% Pii�;i._Ic; F�C�Ai���IVA'r,�
EROSION CONTROL
DETAILS
PRELI�VII�IAR�Y PLA�1�
D�0 NOT 1�5G FOR CONSTRUCTION
PG��'�,JECT;
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1607.01
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
NEW BERN AVENUE SIDEWALK
��� �� T�=� =�����_L & TRANSIT IMPROVEMENTS PROJECT
Jii�, NUMBERe �HEET P�,IUM2Er;a
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1631 . 01
J-HOOK
MATTING IN DITCHES
MATTING ON SLOPES
18,�
� �miN.>
BACKFILL-,
6"
�miN.
�
�IATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
EXISTING
GROUND
STAPLES ON
1' CENTERS
IN TRENCH
�" MIN
DIAGRAM OA
DIAGRAM OB
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE N0. 11 GAUGE STEEL WIRE FORMED INTO A"U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
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SHEET 1 OF 1
1631 . 01
MATTING MAINTENANCE NOTES�
1. INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
S/LT FENCE J -HOOK PLACEMENT
���
V�
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f.
'EEDEDI
J-HDOK
lV%!TE� U�,C �,iL% FENC'E J-HOCi�'� FLAr=;rMENl ri�� N_FEDED
TD DIRE�'T RUN-C�F� TU SILT l= ENCE OUTLET � AIVD
PRE��NT accr �Nru�ATioN a�v� r_�NocR��iNiNc o� s�i�T ,�eNCE.
���
V�
���
�
NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67':
� I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is
� i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ,�r�p�red F'au5� � f- �r�� Pii �i up�r
� ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an�J a�u��tiun h� I�,imIE i y���rr� �nd 4 so iot�s, In�-�,
�p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince
C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17
�iET AL ST AKE
J -HOOK DET AlL
PREFARED I�,I THE OFFICE OFo
/ L/'11.L / VJ/ J 1J/ /'V�LSI
ADJACENTLY ,41�1D BllyD AT
TOP �ITH y�IRE.
■
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919) 677-2000
CO 2017
STONE FILTER INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
Steel Fence Post
Washed Stone Filte�
Across Pipe lnlet
BLir� r��r i v� r i v� i iy vv �v�,
Upstream En�a of
C%� r rn �l r rr i n
OV El"f lOW
Hardware Cloth
;�%ON� FILTL-h lIULET �'l-�Cl%C���%lC1N I/VILL B� 'OlV�lIJERED lN��IL)EN%AL l U%�lE �.�C)N%�r�����1
��NiT �r�ic� Pc �; �iNEA� F� >� �� oF Pi��E ,�,��u� �Er� � iN� T ���aTioNo
PLYWOOD INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
T ,� .. ., .-, h
l l,. ,. l,—,. r, ,,,. C,. �! „ F C'+., �— ,-.-. rl � �, ;..
J/ `7 L/�/G/ IVl l l�/W�JVU
PL�"W�?C�D /NLET PRr_"�TECTION WILL BE �'UN�IL�ERED lNCIDENTAL Tr! THE ���ONTRAC'T
UNIT FRICE PER L/NEAR FOQT OF PlI�E CULVERT INSTALLATIr�N�
l/3 Pipe
Diameter
n�AiNTF�v�Nr�F Nr��T� s F���� Fi�F iNi FT F���nT�ci in�v r��n�w�n�� ,� �Tn�vF��
INS�_FCl� 57-.ANDAR� PIPE lNl__FT PF'OT_FCTION A� LF A�T ONCE A WEEI� AND AFi ER _FACH f�'AINf=,�Ll_� �,9A;�C AIVy�
REOIJIREC� l�'_F�AIF'�, IMMEC�IAT_FL � SHOULC� THE FLY�WOOL� COLLAPSE9E�'Fr_FAI�y�R b_FCOME lN_FFFEC7/VF_,
REPLACE lT PRONIPTLY� REMOVE SEDIMENT DEPOSITS AS NECES�ARy' �0 PROVIDE ADE(�(JATE FUNCTION F�R
THE NEXT RAIN AND TO RLDUC'E F'RES`�LiRE C�N THE /NLET PROTECT/�N MEaSUREo Ta0<E C'ARC TO AVDID
!INDEFr'M/N/NG THE /NLET FROT_FCTIUN ME�ISURE DURINC� CL_FaNOUT, REMOVE Al_L lNl._ET FROT.F_C'T/ON
MATERIAL� AND UN�TAF'l_E �_FGNNIENT DEPO�IT�� AND BR/NG TH_F �AR_FA T�� ��'RAD_F A,ND S�AR_ll_.l%E Il aFT�R
7 Hl= �' i^�Nl RlB!lTING D�AINA!-�� �,h'F_ a Ha, _ r� FN ���5'r)F'E�'i_> _> �;���li_.l- FD:.
EROSION CONTROL
DETAILS
PRELI�VII�IAR�Y PLA�1�
D�0 NOT 1�5G FOR CONSTRUCTION
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
PG��'�,JECT;
NEW BERN AVENUE SIDEWALK
��� �� T�=� =�����_L & TRANSIT IMPROVEMENTS PROJECT
Ji i�, NUMBERe
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