20120783 Ver 1_Site Plan_20120823

Strickland, Bev
From: anna.reusche @kimley - horn.com
Sent: Thursday, August 23, 2012 2:52 PM
To: Strickland, Bev
Subject: FW: DWQ# 12 -0783 Clayton Community Center Greenway
Hi Bev!
See the FTP site below for the drawings.
Thanks!
Anna Reusche
Kimley -Horn and Associates, Inc
3001 Weston Parkway
Cary, NC 27513
Direct (919) 653 -2900
Cell (919) 816 -7745
Fax [phone]
From: Harrell, Matt
Sent: Thursday, August 23, 2012 9:26 AM
To: Reusche, Anna; Murrell, Cathy
Subject: RE: DWQ# 12 -0783 Clayton Community Center Greenway
Anna,
The FTP site has been created and the TIF's of the Permit Drawings and Plans have been placed in there.
These are the latest and greatest plans, they have not been signed due to the fact we need agency approval before
finalizing any ROW and Easement. Therefore, at this point we cannot submit signed plans.
The FTP site information is below.
Please let me know if you need any additional help.
Thanks,
Matt
FTP Site Created Successfully

An e -mail with the following information will be sent to the address, matt. harrell(Qkimley- horn.com. You can forward the
information in the e -mail to everyone who requires access to the site.
The ftp folder has been created on the ftp site: ftp. / /www.kimley- horn.com/ secure
Folder name: Clayton Ped Connector
Username: EL5100ob
Password: clayton
Expiration Date: 513112013
Every browser handles secure ftp sites differently. The link listed below will work with some browsers, it includes the
folder and site name as well as the user name and password:
ftp: / /EL5100ob:clayton(Dftp.kimley- horn.com/ secure /Clayton Ped Connector
Access to FTP
There are multiple ways to gain access to the FTP site.
Internet Explorer 7
IE 7 has implemented changes to browser FTP behavior. Follow the steps below to open the FTP site in IE 7.
Click the FTP link.
Once the FTP site is open in IE 7, click the Page icon in IE 7. This is located on the right just below the
search box.
Select Open FTP Site in Windows Explorer.
You will get an error message stating that you don't have access. Click OK.
Click File in the top menu.
Select Login As... .
Enter the username and password for the folder you are accessing and click OK.
You should now have access to the FTP site.
Copy /Paste Method
FTP can be handled by Windows' file explorer called Windows Explorer. Simply copy the link from this e -mail, open
Windows Explorer, and paste the link into the address bar. This will open the FTP site and grant you access.
Link to FTP Site
Once you are able to access the site, a third way to connect becomes available. Included in the root directory of the FTP
site is a command file. You can download this file to your local machine and use it as a direct link to the FTP site. Simply
download the 'FTP Link - Clayton_ Ped_Connector.cmd' file and place it somewhere you can easily find it, such as your
desktop. Once you have it downloaded you can use this to connect to the FTP. Double -click the file and it will open
Windows Explorer and prompt you for your username and password. Enter these and press Login and you will be in the
FTP site.
FTP SITE DISCLAIMER
This secure ftp site has been established by Kimley -Horn and Associates, Inc. (KHA) for limited use by certain of its clients and other expressly authorized users.
All authorized users have been provided with a username and password. If you have not been expressly authorized by KHA to access this site, please disconnect
immediately.
This site has been established for the purpose of sharing electronic files, including adding to, updating, or deleting files from this site. KHA does not guarantee and
makes no warranties with respect to the authenticity of posted files. All authorized users have agreed to share data equally, and agree to do so in a good faith
manner consistent with professional business practices.
By using this site, you agree to the following rules and conditions:
1. You understand that these electronic files are non - sealed recordings of printed documents prepared by KHA or others. These files are provided only for the
convenience of specifically authorized users and are intended solely for the exclusive use by that party for the purposes expressly authorized.
2. Only printed copies of documents conveyed by KHA may be relied upon. Any use of the information obtained or derived from these electronic files will be at the
authorized user's sole risk and with no risk or liability to KHA.

3. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, you agree
that no warranties are made with respect to the contents of these files.
From: Reusche, Anna
Sent: Wednesday, August 22, 2012 5:24 PM
To: Murrell, Cathy
Cc: Harrell, Matt
Subject: FW: DWQ# 12 -0783 Clayton Community Center Greenway
Please see email below. Elizabeth Lynch just helped Jason with the same thing.
From: Strickland, Bev [ mai Ito: bev.strickland(a) ncdenr.gov]
Sent: Tuesday, August 21, 2012 1:30 PM
To: Reusche, Anna
Subject: RE: DWQ# 12 -0783 Clayton Community Center Greenway
Please provide a data CD or ftp site with a full size version of the signed plane in TIF Group 4 format (black and
white 300 dpi, not grayscale or color). If the plane are too large to store in TIF format, they can be stored in PDF.
Thanks
Bev
Beverly Suichland, Achn"strative Officer
Division 4Water Quality - PrOgymn Development
N.C. Depmthnent 4 FAiviv)innent and Nat-rnal Resoinces
Mail Senice Center 1650, Raleigh, N(' 97699 -1650
Phone= 919$07 -6350
Entail Address: Bev.Shic1dand'0iwdein
Phone = [phone]
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PROJECT REFERENCE NO.
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INCOMPLETE PLANS
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PRELIMINARY PLANS
DO NOT USE FOR CONSTRUE-TrOM

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Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY:
State Line -----
County Line - --
Township Line --
City Line -
Reservation Line —
Property Line
Existing Iron Pin IP
STATE OF NORTH C
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
Property Corner
I �
Property Monument
El
ECIA
Parcel /Sequence Number
X23
Existing Fence Line
—x x x—
Proposed Woven Wire Fence
T T T
Area Outline
Proposed Chain Link Fence
Cemetery
fi
Proposed Barbed Wire Fence
n n n
Existing Control of Access
E' t' W tl d B d
--- - WLB - - - -
x is ing a an %0 ary
Proposed Wetland Boundary —WLB
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or USG Tank Cap
0
Sign
S
Well
W
Small Mine
ccF
Foundation
T T T
Area Outline
Proposed Guardrail
Cemetery
fi
Building
n n n
Existing Control of Access
School
n n a n
Church
Proposed Control of Access
Dam
Existing Easement Line
E
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Swamp Marsh
Proposed Lateral, Tail, Head Ditch
False Sump
F_
Js —
BZ 1
BZ 2
70_
1A_ WE
RAILROADS:
Standard Gauge -
RR Signal Mileposi
Switch
RR Abandoned —
RR Dismantled —
RIGHT OF WAY:
CSX TRANSPORTATION
0
MILEPOST 35
D
SWITCH
Baseline Control Point
o
Existing Right of Way Marker
0
Existing Right of Way Line
-
Proposed Right of Way Line
ccF
Proposed Right of Way Line with
T T T
Iron Pin and Cap Marker
Proposed Guardrail
Proposed Right of Way Line with
TV FO
Concrete or Granite Marker
n n n
Existing Control of Access
Proposed Cable Guiderail
n n a n
- - - -T- - - -
Proposed Control of Access
TC
Existing Easement Line
E
Proposed Easement
E
Proposed Temporary Drainage Easement
TDE
Proposed Permanent Drainage Easement
PDE
Proposed Permanent Utility Easement
PUE
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
Proposed Slope Stakes Cut
- - - C - - -
Proposed Slope Stakes Fill
- - - F - - -
Proposed Wheel Chair Ramp
w�c
Curb Cut for Future Wheel Chair Ramp
ccF
Existing Metal Guardrail
T T T
Telephone Pedestal
Proposed Guardrail
T T T T
TV FO
Existing Cable Guiderail
n n n
Recorded UAG Telephone Cable
Proposed Cable Guiderail
n n a n
- - - -T- - - -
Equality Symbol
TC
Pavement Removal
VEGETATION. -
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
REV. No.: I REVISIONa DATE: DRAWN BYa I CHECKED BYs
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specitic purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
CONC
) CONC WW
CONC Hw
Footbridge I >---- - - - - --<
Drainage Box: Catch Basin, DI or JB ❑CB
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
USG Power Cable Hand Hole
H -Frame Pole
Recorded LPG Power Line
Designated LkG Power Line (S.U.E. *)
WJ
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HH
P
— — — —P— — — —
TELEPHONE:
Ill
Existing Telephone Pole
•
Proposed Telephone Pole
-0-
Telephone Manhole
O
Telephone Booth
TV —
Telephone Pedestal
T❑
Telephone Cell Tower
TV FO
UYG Telephone Cable Hand Hole
"H
Recorded UAG Telephone Cable
T
Designated WG Telephone Cable (S.U.E. *)—
- - - -T- - - -
Recorded USG Telephone Conduit
TC
Designated UAG Telephone Conduit (S.U.E. *)-
- - - -TC- - - -
Recorded UVG Fiber Optics Cable
IT FO
Designated UAG Fiber Optics Cable (S.U.E. *)-
— — — —T FO— — —
PREPARED IN THE OFFICE OFe
Kimley=Horn
=F1
and Associates, I
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
PHONE- (9 19) 677 -2000 FAX. (9 I9) 677 -2050
LIST OF ROADWAY
STANDARD DRAWINGS
GENERAL NOTES
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U�G Water Line
Designated UAG Water Line (S.U.E.
Above Ground Water Line
lr'A
CD
W
A/G Water
TV Satellite Dish
Ill
TV Pedestal
•
TV Tower
0
WG TV Cable Hand Hole
"H
Recorded LkG TV Cable
TV —
Designated LPG TV Cable (S.U.E. *)
- - - —TV— - - -
Recorded UVG Fiber Optic Cable
TV FO
Designated UVG Fiber Optic Cable (S.U.E. *�-
— — — —TV FO— — —
GAS:
Gas Valve
AATUR
Gas Meter
E.O.I.
Recorded LPG Gas Line
Designated UiG Gas Line (S.U.E. *)
- - - -0- - - -
Above Ground Gas Line
A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole
O
Sanitary Sewer Cleanout
0
UAG Sanitary Sewer Line
SS
Above Ground Sanitary Sewer
A/G Sanitary Sewer
Recorded SS Forced Main Line
FSS
Designated SS Forced Main Line (S.U.E. *) — - - - -FSS- - - -
MISCELLANEOUS:
Utility Pole
•
Utility Pole with Base
0
Utility Located Object
0
Utility Traffic Signal Box
❑
Utility Unknown UAG Line
?UTL—
U/G Tank; Water, Gas, Oil
0
A/G Tank; Water, Gas, Oil
UAG Test Hole (S.U.E. *)
Abandoned According to Utility Records
AATUR
End of Information
E.O.I.
PROJECT°
INCOMPLETE PLANS EL - 5100013
DO NOT USE FORR®W ACQUI9MON NOT TO SCALE CLAYTON PEDESTRIAN CONNECTOR
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
JOB NUMBER: ISHEET NHMBERs
0 1 17250 18
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CONSTRUCTION NOTES
i CONSTRUCT i RAMP PER NCDOT STD. 848.06
RETROFIT CONSTRUCT GREENWAY CURB RAMP PER DETAIL 21CD-3
REMOVE EXIST CURB & GUTTER TO CONSTRUCT CURB RAMP
CURB RAMP
FREPAPED IN 1 HE 0 FIDE OFo
PRQJEM_o
K' i in^i I ey 'H 0 r EL-51000B 1
INCOMPLETE PLANS L 0 n 40
REV. No.: REtjISlON': DATE: C3P.�1W'fV 8"a CHECKED RYa
MULTI-USE PATH AND ➢O NOT USE FOR R/W ACQUISMO
CLAYTON PEDESTRIAN CONNECTOR
PRELIMINARY` PLANS
I j�"�E PLAN
DO NOT FOA C Ia R. G"CIO
Thi„ aoaum.,nt, together with the concepts and designs presented herein, as an instf um�nt of se uic.,, ,s VI
. _ and
intended only liar the s e�itac ur .ase and. client tor whfc,h �t �u >as prepared. Reuse at and im ra Er
J _p p p p _p _D p
reliance on this document without written authorizaticr and adoption by Kimley Horn and Associates, Ina,
t • it . —. P.O. BOX 3068 1' LLEIGH9 NORTH CAROLIN4, 2 f 636 068 JOB NUMBER SHEET i`vUNIBERe
shall be without liabili � y � o Kimley Horn and Associates, Inc. o � � � e c7 � — � ^ r c-, � # - _ � ��
©pyriSht Kimley Horn crud Associates, Inc.,;:201? HONE- (9 19) � i 7-2000 Ako ('9 1 9) 6 � 7 2050 N.C. EISENCE H 0 -0_ Q I I �, 50 18 C-8

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RETAIN EXIST 5' CONC
SIDEWALK AND Y GRASS
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RETAIN
EXIST
WCR
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SIDEWALK AND 3' GRASS VERGE
EASTERN
CAROLINA
F- REGIONAL
�I J
/ RETAIN
WILSON ST
%AL 5T
PROGRESS EN&W.
r. POLE CC75` 5,
PROP N/F $1DEWAL
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RENTALS
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NOSE THY, SCOTT A
05+30.40
-L6- PT Sta. h
SEE NOTE D 'I
SEE NOTE D N/F,
JOHNSTON C. TY
BOARD OF EDUCATION
CR-1 CONSTRUCT CURB RAMP PER NCDOT STD. 848.06
R CONSTRUCT GREENWAY CURB RAMP PER DETAIL 21CD -3
REMOVE EXIST CURB , & GUTTER TO CONSTRUCT CURB RAMP
L' RETROFIT EXIST CURB RAMP`
FREPAPED IN 1 HE OF FIDE 0Eo
PRQJEM_o
1h 'H � L -110
INCOMPLETE PLANS 20 n 40
REV. No.: REtjISlON': DkTE: C3P.�1W'fV 8"a CHECKED RYa
MULTI—USE PATH AND ➢O NOT USE FOR R/W ACQUIsMoN
CLAYTON PEDESTRIAN CONNECTOR
PRELIMINARY` PLANS
DRAINAGE PLAN
00 NOT FOA C Ia R. G"CIO
Thi„ aoaum.,nt, together with the concepts and designs presented herein, as an Instrument of se uic.,, ,s VI
. _ and
intended only liar the s e�itac ur .ase and. client tor whfc,h �t �u >as prepared. Reuse at and im ra Er
J _p p p p _p _D p
reliance on this document without written authorizaticr and adoption by Kimley Horn and
. Associates, Inc. P.O. C r — L, L E G H g NORTH A\ O E N f 6 3 6�
, SOB NUMBER: SHEET ` P48EPe shall be without liablit y to Kimley —Horn and Associates, Inc°
©pyriSht Kimley Horn crd Associates, Inc.,;201? i o HONE- (9 19) 67 7-2000 � A . (9 1 9) 6 7 — 2050 N.C. LISENCE # H _ 0 0_7 � Q I �, 50 18
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CR-1 CONSTRUCT CURB RAMP PER NCDOT STD. 848.06
R CONSTRUCT GREENWAY CURB RAMP PER DETAIL 21CD -3
REMOVE EXIST CURB , & GUTTER TO CONSTRUCT CURB RAMP
L' RETROFIT EXIST CURB RAMP`
FREPAPED IN 1 HE OF FIDE 0Eo
PRQJEM_o
1h 'H � L -110
INCOMPLETE PLANS 20 n 40
REV. No.: REtjISlON': DkTE: C3P.�1W'fV 8"a CHECKED RYa
MULTI—USE PATH AND ➢O NOT USE FOR R/W ACQUIsMoN
CLAYTON PEDESTRIAN CONNECTOR
PRELIMINARY` PLANS
DRAINAGE PLAN
00 NOT FOA C Ia R. G"CIO
Thi„ aoaum.,nt, together with the concepts and designs presented herein, as an Instrument of se uic.,, ,s VI
. _ and
intended only liar the s e�itac ur .ase and. client tor whfc,h �t �u >as prepared. Reuse at and im ra Er
J _p p p p _p _D p
reliance on this document without written authorizaticr and adoption by Kimley Horn and
. Associates, Inc. P.O. C r — L, L E G H g NORTH A\ O E N f 6 3 6�
, SOB NUMBER: SHEET ` P48EPe shall be without liablit y to Kimley —Horn and Associates, Inc°
©pyriSht Kimley Horn crd Associates, Inc.,;201? i o HONE- (9 19) 67 7-2000 � A . (9 1 9) 6 7 — 2050 N.C. LISENCE # H _ 0 0_7 � Q I �, 50 18
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LIST OF ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR 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
200.02
METHOD OF CLEARING - METHOD II
225.02
GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
300.01
METHOD OF PIPE INSTALLATION - METHOD 'A'
560.01
METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF SUPERELEVATED CURVE - METHOD I
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 BASINS
840.25
ANCHORAGE FOR FRAMES - BRICK OR CONCRETE OR PRECAST
840.66
DRAINAGE STRUCTURE STEPS
846.01
CONCRETE CURB, GUTTER AND CURB AND GUTTER
848.01
CONCRETE SIDEWALK
848.05
CURB RAMPS - PROPOSED CURB AND GUTTER
876.02
GUIDE FOR RIP RAP AT PIPE OUTLETS
1101.01
WORK ZONE ADVANCE WARNING SIGNS
1101.02
TEMPORARY LANE CLOSURES
1101.04
TEMPORARY SHOULDER CLOSURES
1101.11
TRAFFIC CONTROL DESIGN TABLES
1110.01
STATIONARY WORK ZONE SIGNS
1110.02
PORTABLE WORK ZONE SIGNS
1130.01
DRUM
1135.01
CONES
1145.01
BARRICADES - TYPE III
1150.01
FLAGGING DEVICES
1180.01
SKINNY DRUM
1605.01
TEMPORARY SILT FENCE
1606.01
SPECIAL SEDIMENT CONTROL FENCE
1607.01
GRAVEL CONSTRUCTION ENTRANCE
1632.03
ROCK INLET SEDIMENT TRAP TYPE 'C'
1633.02
TEMPORARY ROCK SILT CHECK TYPE 'B'
QITC k1fli=0
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 EVERY 10' MAXIMUM
WHEN WALKS ARE 10' WIDE. MATCH WIDTH UNDER 10'.
CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF
4" THICKNESS WITH 12" X 12" W1.9 X W1.9 WELDED WIRE FABRIC THROUGHOUT.
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.
ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS.
CONTRACTOR TO GRADE FILL SLOPES AROUND SEWER MANHOLES TO AVOID
PONDING.
ALL RC PIPES SHALL BE CLASS III OR CLASS IV AS SHOWN ON PLANS.
UTILITY NOTES
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE
1 -800- 632 -4949) AT LEAST 48 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
OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY,
AGENCY, OR COMPANY.
ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET
SO THAT TOPS/RIMS ARE FLUSH WITH FINISHED GRADE.
LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN
ON THESE PLANS ARE FROM TOWN 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 TOWN
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.
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specitic purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
GENERAL NOTES
2012 SPECIFICATIONS
STATEMENT OF CONSTRUCTION
THE PROJECT GENERALLY CONSISTS OF THE CONSTRUCTION OF A 10' WIDE
MULTI -USE PATH, BRIDGE, AND BOARDWALKS ALONG AMELIA CHURCH RD AND A
5' WIDE SIDEWALK ALONG LOMBARD ST, EAST SECOND ST, AND NORTH CHURCH ST.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARD
SPECIFICATIONS, DATED 2012.
GRADE LINE:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
OR FUTURE SURFACE AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS.
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES
AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE -IN.
CLEARING:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED
BY METHOD II.
SUPERELEVATION:
THE MULTI -USE PATH IS TO BE SUPERELEVATED AS SHOWN ON PLAN SHEETS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON
THE TYPICAL SECTIONS.
SHOULDER CONSTRUCTION:
EARTH SHOULDER CONSTRUCTION ON THE HIGH SIDE OF THE SUPERELEVATION
SHALL BE IN ACCORDANCE WITH STD. NO. 560.01.
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:
TOWN OF CLAYTON
PROGRESS ENERGY
AT &T
TIME WARNER CABLE
PUBLIC SERVICE COMPANY OF NORTH CAROLINA
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.
CONSTRUCT ALL CURB RAMPS IN ACCORDANCE WITH STD 848.05.
CONTRACTOR TO ADAPT STANDARD DETAIL TO CONSTRUCT 8' MIN. DROP CURB AT
INTERSECTION WITH TRANSITION TO 10' WIDTH OF MULTI -USE PATH.
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 DEVISES MAY BE ADJUSTED
BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE
ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES.
TRAFFIC CONTROL:
TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE
INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVISES AND OPERATIONS
SHALL CONFORM TO NCDOT 2012 STANDARD DRAWINGS FOR TRAFFIC CONTROL.
EXISTING SURVEYS:
SURVEYS HAVE BEEN PROVIDED BY McKIM & CREED AND SPATIAL DATA.
TREE PRESERVATION:
CONTRACTOR TO STAKE THE PATH ALIGNMENT AND PAVEMENT EDGES PRIOR TO TREE
CLEARING TO PROVIDE TOWN REPRESENTATIVES AN OPPORTUNITY TO REVIEW TREES
TO BE CLEARED. CONTRACTOR AND CLEARING CONTRACTOR TO WALK THE STAKED
ALIGNMENT WITH TOWN REPRESENTATIVES PRIOR TO TREE CLEARING.
DEMOLITION NOTES
THE CONTRACTOR SHALL NOTIFY THE TOWN OF CLAYTON (919- 553 -1545) AND
THE OWASA CONSTRUCTION INSPECTOR PRIOR TO STARTING WORK.
THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE
EXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL
FROM THE TOWN OF CLAYTON 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.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY
PROVIDER(S).
CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION
THAT ARE TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH
WITH NEW GRADE.
PREPARED IN THE OFFICE OFe
Kimley=Horn
Associates
a n ,
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
PHONE. [phone] FAX. (9 I9) 677 -2050
LIST OF
STANDARD
Inc. GENERAL
ROADWAY
DRAWINGS
NOTES
DEMOLITION NOTES (CONTINUED)
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY
OFFSITE UNLESS OTHERWISE NOTED ON THIS PLAN.
ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO
MULCH, AND STOCKPILED FOR FUTURE USE.
TREE PROTECTION MEASURES SHALL BE PROVIDED DURING CONSTRUCTION PER
APPLICABLE PERMITS AND THE BID DOCUMENTS.
ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD
THERMOPLASTIC PAVEMENT MARKINGS.
ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND CONSTRUCTION
LIMITS SHOWN.
REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW
CUT 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 THE LAY -DOWN AND STAGING AREA TO ORIGINAL
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 McKIM & CREED, SPATIAL DATA, AND THE BEST
AVAILABLE RECORD DRAWINGS.
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED
IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND
APPROVED BY THE TOWN OF CLAYTON. THE CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL
REMAIN IN PLACE DURING CONSTRUCTION.
TRAFFIC CONTROLS FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY
SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NCDOT STD.
DRAWINGS AND THE 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.
CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE
ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR
RECORD KEEPING.
THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS
OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK.
ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
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.
ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TO BE LOCATED A MINIMUM
OF 3 FEET FROM EDGE OF TRAIL.
INCOMPLETE PLANS
DO NOT USE FOR R ®W ACOMSMON NOT T O SCALE
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PROJECT-
JOB NUMBER:
EL - 51000B
CLAYTON PEDESTRIAN CONNECTOR
0 1 17250 18
SHEET NUMBER:
CD- I

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PAVEMENT SCHEDULE
PROP. APPROX. 2' ASPHALT CONCRETE SURFACE COURSE. TYPE SF9.5A.
CI AT AN AVERAGE RATE OF 220 LBS. PER SO. YD.
PROP. APPROX. 3' ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5B.
C2 1AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF 2 LAYERS
DI PROP. APPROX. 4' ASPHALT CONCRETE INTERMEDIATE COURSE.
I TYPE 119.OB. AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
PROP. APPROX. 4' ASPHALT CONCRETE BASE COURSE. TYPE B25.OB.
El AT AN AVERAGE RATE OF 456 LBS. PER SO. YD. MATCH EXIST
VARIABLE
SLOPE
JI PROPOSED 6' AGGREGATE BASE COURSE
J2 GRAVEL SHOULDER (GRANITE SCREENING)
RI EXISTING CONCRETE CURB AND GUTTER U
THIS LINE
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
-L2-
U f l I_1 LJ L— f 0
THIS LINE
R2 PROPOSED 2' -6' CONCRETE CURB AND GUTTER TY P C A S E C T I O N 11 TY P A E C T O N
S I PROPOSED 4' CONCRETE SIDEWALK
T I PROPOSED COMPACTED EARTH MATERIAL
U I EXISTING ASPHALT PAVEMENT
NOTES:
1. SEE PLANS FOR SPECIFIC MULTI —USE PATH LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SEE PLAN SHEETS FOR MULTI —USE PATH SUPERELEVATION
TRANSITIONS (2% MAX SUPERELEVATION).
4. SEE PLANS FOR SIDEWALK WIDTHS (SIDEWALK WIDTH VARIES).
PAY ITEM NOTES (SIGNING):
A. REMOVE AND DISPOSE OF EXISTING "U" CHANNEL POST.
B. ERECT EXISTING SIGN ON STEEL "U" CHANNEL POST.
C. REMOVE AND STOCKPILE EXISTING SIGN(S).
D. RELOCATE EXISTING SIGN PRIVATE SIGN.
PAVEMENT MARKING LINES & SYMBOLS
TH
- THERMOPLASTIC
(4" YELLOW,
120 MILS)
YELLOW SINGLE CENTER LINE
TV
- THERMOPLASTIC
(8" WHITE,
120 MILS)
WHITE CROSSWALK LINE
T1
- THERMOPLASTIC
(12" WHITE,
120 MILS)
STOP BAR (BIKE PATH)
T2
- THERMOPLASTIC
(24" WHITE,
120 MILS)
WHITE STOP BAR
T3
- THERMOPLASTIC
(24" WHITE,
120 MILS)
HI VISIBILITY CROSSWALK
-- I
O STA 10 (30.00 TO STA 18 (40.09
-L2 -
THIS LINE
TYPICAL SECTION
LD STA 20 OIo00 TO STA 53(49.45
EXISTING
GROUND
EXISTING
GROUND
SIGNING AND PAVEMENT MARKING NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS.
3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND /OR SYMBOLS IN CONFLICT
WITH PROPOSED.
4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED.
5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR TOWN
OF CLAYTON TO USE AT THEIR DISCRETION.
6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE
DIRECTED BY TOWN.
REV. No.: I REVISIONa DATE: DRAWN BYa I CHECKED BYs
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specitic purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
PREPARED IN THE OFFICE OFe
KimleymHorn
m F1
and Associates, I
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
PHONE- (9 19) 677 -2000 FAX. (9 I9) 677 -2050
EXISTING
GROUND
EXISTING
GROUND 3 °�
EXISTING
GROUND
EXISTING
GROUND
LD STA 33(49.45 TO STA 39(00.00 BEGIN BOARDWALK)
LD STA 4D (75.00 (ED BOABDW ASK) TO STA 66 -19.05
-L3- S LOMBARD ST
L
4 TYPICAL SECTION
L3 STA 70(02.02 TO 72 (85.46
IT MN
� 4' MIN
5' MAX
MULTI —USE PATH
DETAIL — SIGN PLACEMENT
PROJECT-
HYDRO DETAILS
r%CTA 11 I
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
c
Fill
Natural 3� 0 e Slope
Ground ? j D 4
d
Type of Liner= PSRM
Min. D= 1.0 Ft.
Max. d = 1.0 Ft.
FROM
STA. 11 +00
TO
STA. 11 +25
-1.1-
(RT)
FROM
STA. 21 +58
TO
STA. 23 +50
42-
(RT)
FROM
STA. 2 8 + 50
TO
STA. 30 + 92
-L2-
R
FROM
STA. 31 + 59
TO
STA. 36 + 00
42-
(R
FROM
STA. 32 + 00
TO
STA. 35 + 50
-L2-
(L
DETAIL 2
SPECIAL CUT DITCH
( Not to Scale)
Front
1 o Ditch
Natural 3'• et Slope
Ground ?') D t�
d
Type of Liner= PSRM
Min. D = 1.0 Ft
Max d = 1.0 Ft.
FROM
STA. 23 + 50
TO STA. 24 + 50
-1.2-
(R
FROM
STA. 24 + 50
TO STA. 2 8 + 50
-L2-
R
FROM
STA. 30 + 92
TO STA. 31 + 59
42-
(R
FROM
STA. 48 + 50
TO STA. 50 + 72
42-
(LT)*
*NO
PSRM REQUIRED
DETAIL 3
RIP RAP AT EMBANKMENT
( Not to Scale)
1'
Ditch V Grade Filter _
Fabric
verage
Daily
Type of Liner= Class 'B' Rip Rap High Water
STA. 58 +24 42- (Il
CONSTRUCTION INCOMPLETE PLANS EL - 51000B
DO NOT USE FOR R ®W ACQUI9MON CLAYTON PEDESTRIAN CONNECTOR
DETAILS PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
JOB NUMBER: SHEET NHMBERa
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ANGLED TOP CUT—
FACING ROAD. (SEE
DETAIL INSET ABOVE)
3 /8" DIA. GALVANIZED
STEEL TENSIONED
CABLE; CONTRACTOR
TO SUBMIT SAMPLE
AND TECHNICAL DATA
SHEET TO DESIGNER/
OWNER FOR APPROVAL
PRIOR TO CONSTRUCTION
EXISTING GRADE 95%
SPD COMPACTED
GALVANIZED STEEL JAW AND SWAGE
TURNBUCKLE TYPICAL OF (4) PER
45' CHAMFER
ANCHOR POST
GALVANIZED STEEL 3" THREADED
EYE BOLT TYPICAL OF (4) PER
1/2" DIA. DRILL
ANCHOR POST
HOLE (TYP.) 2"
ROAD
FACING EO EC IT
ACING
CONCRETE FOOTING
TOP OF POST SECTION
6" ABC
LINE ANCHOR POST - TYPICAL (SECTION)
6' - D" O.C.
(TYPJ
6 6.,
POST (PLAN)
GALVANIZED STEEL JAW AND SWAGE
TURNBUCKLE TYPICAL OF (2) PER END
Posr
END Posr (TYP.) POST TO RECEIVE 2
COATS OF WATER BASED SEALANT BEFORE
INSTALLATION
GALVANIZED STEEL THREADED EYE BOLT,
NUT AND FLAT WASHER TYPICAL OF (2)
PER END POST
o"
d2' loll
TIE PROPOSED WHEELCHAIR RAMP
TO EXISTING CURB AND GUTTER
TRANSITION TAPER FOR
CURB AND RAMP
SCORED CONTRACTION JOINT
EXPANSION JOINT
51 CURB PO�NVT
TRANSITION
8` DROP CURB MULTI —USE
ASPHALT PATH
5'CURB TRANSIT ION
EXPANSION JOINT
ALL REQUIREMENTS OF NCDOT STANDARD DRAWING
#848.05/ #848.06 (CURB RAMP) APPLY.
VARIES -NOTE, TRUNCATED DOMES ARE TO BE YELLOW
SEE PLANS UNLESS OTHERWISE SPECIFIED BY CITY
CONCRETE FOOTING
24' O DETAIL SHOWING TYPICAL
CURB CUT WHEELCHAIR RAMP
6" ABC
LINE POST - TYPICAL SECTION END ANCHOR POST - TYPICAL SECTION
NOTES:
ALL WOOD FOR FENCE TO BE PRESSURE TREATED YELLOW PINE TREATED WITH CHROMATED COPPER
ARSENATE @ NET RETENTION OF 0.40 LBS /CF. WOCD SHALL BE DRIED AFTER TREATMENT.
2. ANCHOR POSTS (SEE DETAIL INSET ABOVE) SHALL OCCUR EVERY 60; ALONG THE FENCE LINE (MAX.)
OWOOD POST AND STRANDED CABLE FENCE
ANCHOR POST: 491x2 "x11" GALVANIZED TUBING
(SEE PLAN SHEET.)
METAL BOLLARD (PAINT
TO MATCH GATE) --�
4'0" CLE
DIRT
PATH
10'6" CLEAR
PROVIDE STEEL LATCH W/
RINGS FOR KEY LOCK
,--4 "x2 "x11" GALV. STEEL TUBING
END CAP
WELDED
2 "x2 "x11" GALVANIZED
STEEL TUBING (TYPICAL)
,T
' 3000 PSI CONCRETE
TOOTING (TYPICAL)
" — 4" OF #57
WASHED STONE
COMPACTED SUBGRADE
95% COMPACTION 1' -6" ELEVATION VIEW
PLAN VIEW
CONCRETE CURB CUT WHEELCHAIR RAMPS WILL BE PAID
FOR AT THE CONTRACT UNIT PRICE PER EACH
"CONCRETE CURB CUT CURB RAMPS."
GATE POST, 6" ROUND STEEL PIPE, SCHEDULE 40
-CAP TOP WELDED
EE
,i
> ' 4" SCH. 40
STEEL PIPE
NOTES:
1) ALL METAL SHALL BE GALVANIZED, PRIMED AND PAINTED. USE ONE COAT HAMMERITE
PRIMER AND TWO COATS BENJAMIN MOORE HUNTER GREEN METAL ENAMEL.
2) ALL JOINTS SHALL BE WELDED SOLD.
3) CONTRACTOR SHALL PROVIDE SHOP DRAWING OF GATE LATCH ASSEMBLY ON ARM &
ANCHOR POSTS TO THE TOWN OF CLAYTON.
4) 3" DIAMETER REFLECTORS WITH GALVANIZED METAL BACKS SHALL BE ATTACHED TO THE
STREET /TRAILHEAD SIDE OF THE GATE, ON ALL POSTS AND IN CENTER OF GATE ARM.
aMETAL GATE
PLAN VIEW
��LATCH OPEN GATE
TO ANCHOR POST
ANCHOR
METAL BOLLARD POST GATE POST
GATE O O O —
ADDITIONAL
ADDITIONAL METAL
METAL BOLLARDS BOLLARDS
(SEE PLAN
SHEET)
PREPARED IN THE OFFICE OFe
Kimley=Horn
REV. No.: REVISIONa DATE: DRAWN BYa CHECKED BYa Associates, I n �
This document, together with the concepts and designs presented herein, as an instrument of service, is and
intended only for the specitic purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc. P.O. BOX 33068 — RAFOGH NORTH CAROLINA 27636 -3068
shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12 PHONE [phone] FAX. [phone]
WOODEN
BOLLARD
O BOLLARD DETAILS
J
I
05'
5.0' 5.0'
HINGED
I
BOLLARD
05'
WOODEN
BOLLARD
TYPICAL BOLLARD PLACEMENT
NO SCALE
BOLLARD NOTES:
b
I. BOLLARD POSTS AT INTERSECTIONS TO BE REFLECTORIZED.
2. BOLLARD PLACEMENT OFFSET FROM INTERSECTIONS IS A MINIMUM §
OF 5 FEET.
3. BOLLARD AND SIGNS TO BE INSTALLED BY THE CONTRACTOR.
WELDED CAP
2°x4'x114" CHANNEL
STEEL BOX PAINT
HI- VISIBILITY YELLOW
I I
I I
I I
1" DIA STEEL ROD HINGE PIN
I I
I I
I I
3 / "DIA STEEL ROD LOCKING LUG
HOLE, DRILLED FOR PADLOCK HASP
I I
%' STEEL BASE PLATE - DRILLED
II FOR ANCHOR BOLTS
I I
I I
-Yam DIA ANCHOR
BOLTS -D. 12"
II . a II
A jI
II D ° II CAST IN PLACE
CONCRETE FOOTING
°
P P
P
' Q .
*HINGED BOLLARD
P P
II D � II
' ll p a 11
P rJ
° P °
D
°
a
PROJECT-
01/_0
ROJECT-
01i A u_"
CONSTRUCTION INCOMPLETE PLANS EL - 51 OOOB
PRELIUMINARYA PLANS NOT TO SCALE CLAYTON PEDESTRIAN CONNECTOR
DETAILS DO NOT USE FOR CONSTRUCTION
JOB NUMBER: SHEET NUMBERs
0 1 17250 18 CD -3
45' CHAMFER
6 "X6" PRESSURE
TREATED TIMBER
= CONTRACTOR MAY PROVIDE ALTERNATE BOLLARD
DESIGN AS APPROVED BY THE TOWN.
1 "X1" REVEAL
o
(2) S' DIA. YELLOW
°
PRlSVATIC
STIC
REFLECTORS
TYPICAL BOLLARD
N
SLOPE TO DRAIN AWAY
MARKINGS DETAIL
FROM BOLLARD
FINISH GRADE
II G III_ III= II G
_ -
I G III= III = II G
_
- -
. _ -
- I I- �'
BOLLARD
—III =f
'.
< 'III
=11F
I I
= 111T
Ll I= =
I I
-
= I I I:
III=
CONCRETE FDDTING
= I I
,
-
SELECT SAND
- III:
- I!I�I!II�II!II!II�II!II�II!�L
U. _
—
COMPACTED SDBGRADE
DIA.
WOOD
BOLLARD
NO
SCALE
PROJECT-
01/_0
ROJECT-
01i A u_"
CONSTRUCTION INCOMPLETE PLANS EL - 51 OOOB
PRELIUMINARYA PLANS NOT TO SCALE CLAYTON PEDESTRIAN CONNECTOR
DETAILS DO NOT USE FOR CONSTRUCTION
JOB NUMBER: SHEET NUMBERs
0 1 17250 18 CD -3

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03
TWO -WAY UNDIVIDED ** (L- LINES)
HIGHWAY WORK ZONE Q Z
Z O O
Opp RECOMMENDED J
END WORK SIGN MINIMUM
SPACING 0
ROAD WORK G20 -2a HEA 48X48" POSTED SPEED LIMIT Cai O cc
C'3
48 x24
(M. P. ® a H
= U) =
TRAFFIC CONTROL 5 50 50 z a "
F 2 55 1000' Z � Z
r O
LIL. ILL.
GENERA L NO TES CONSTRUCTION LIMITS I O O
OA
WORK END '�
w2o -1 HEA ROAD WORK G20 -2a >
H H H
Q a
ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE 48 "X48„ aa'x2a" U) 0 0
SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE
DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR
UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR
REMOVAL OF DEVICES.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT
WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER.
TIME RESTRICTIONS
A) DO NOT CLOSE OR NARROW TRAVEL LANES ON ANY OF THE ROADWAYS WITHIN THE PROJECT LIMITS FROM
MONDAY THROUGH FRIDAY FROM 6 AM TO 9 AM AND FROM 4 PM TO 7 PM
B) DO NOT STOP TRAFFIC WITHIN THE PROJECT LIMITS FROM MONDAY THROUGH FRIDAY FROM 6 AM TO 9 AM AND
FROM 4 PM TO 7 PM
C) DO NOT STOP TRAFFIC FOR MORE THAN 15 MINUTES WITHIN THE PROJECT LIMITS.
LANE AND SHOULDER CLOSURE REQUIREMENTS
D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE
CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER.
E) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING WITHIN 40 FT OF AN OPEN TRAVEL LANE, CLOSE THE
NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED
BY BARRIER OR GUARDRAIL.
F) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY
AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD
DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
G) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LOCATION, ON
A TWO -LANE, TWO -WAY ROAD.
PAVEMENT EDGE DROP OFF REQUIREMENTS
H) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE
AN OPENED TRAVEL LANE THAT HAS A DROP -OFF
BACKFILL DROP -OFFS THAT EXCEED 2 INCHES ON
BACKFILL DROP -OFFS THAT EXCEED 3 INCHES ON
BACKFILL WITH SUITABLE COMPACTED MATERIAL,
SIGNING
AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO
4S FOLLOWS:
ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER.
ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH.
AS APPROVED BY THE ENGINEER.
I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 100 FT FROM THE EDGE OF TRAVEL LANE
AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK
ZONE WARNING SIGNS, AS DIRECTED BY THE ENGINEER.
TRAFFIC CONTROL DEVICES
J) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH),
EXCEPT 10 FT ON- CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE
CLOSURES ARE NOT IN EFFECT.
PAVEMENT MARKINGS AND MARKERS
K) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE OF THE MULTI -USE PATH
AND ROADWAYS AS SHOWN IN THE PAVEMENT MARKING AND SIGNING PLANS.
L) REFER TO SECTION 1205 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
DATED JANUARY 2012 FOR APPLICATION TIMES AND TEMPERATURE CONDITIONS FOR PAVEMENT MARKINGS.
M) PLACE AT LEAST TWO APPLICATIONS OF PAINT PAVEMENT MARKINGS ON THE FINAL WEARING SURFACE ON NEW
ASPHALT PAVEMENT. PLACE ADDITIONAL APPLICATIONS OF PAINT UPON SUFFICIENT DRYING TIME, AS
DETERMINED BY THE ENGINEER.
N) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
0) REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DAY'S OPERATION.
PEDESTRIAN AND BICYCLIST SAFETY
P) PEDESTRIAN AND BICYCLIST SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS,
FENCING, AND SIGNAGE.
Q) WHEN CONSTRUCTING NEW SIDEWALK, CLOSE EXISTING WALK WITH TYPE II BARRICADES, MOUNT
"SIDEWALK CLOSED" SIGNS ON EACH BARRICADE. PLACE A BARRICADE AT ALL APPROACHES TO THE CURRENT
WORK AREA.
R) MAINTAIN A MINIMUM WALKWAY CLEARANCE OF 5' ON ALL SIDEWALKS THAT ARE OPEN TO THE PUBLIC.
MISCELLANEOUS
S) STOCKPILE EXISTING SIGNS FOR USE WHEN NEEDED IN TEMPORARY LOCATIONS DURING CONSTRUCTION.
T) INSTALL TYPE III BARRICADE WITH "TRAIL CLOSED" SIGN (R11 -2, 48" X 30 ") AT BOTH ENDS OF
THE PROJECT.
ROADWAYS INTERSECTING ALONG 2 WAY UNDIVIDED WORK ZONE (Y- LINES)
-Y- LINES MAIN ROADWAY WORK ZONE
oAD
WORK
END HEA
ROAD WORK
020 -2a CONSTRUCTION W20 -1
48 "X24" LIMITS 48 "X48°
-Y- LINE
F F
CONSTRUCTION END 020 -2a
OAD LIMITS ROAD WORK 48 "X24"
WORK
W20 -1 H
48 "X48"
GENERAL NOTES
USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED WORK ZONE SIGNS.
DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK.
SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR SHORT -TERM DAILY MAINTENANCE TYPE OPERATIONS,
THIS SIGNING APPLICATION IS OPTIONAL; MAY USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING APPLICATION
IS USED, SIGNS MAY BE PORTABLE MOUNTED.
ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
USE 3LB STEEL U- CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3LB STEEL U- CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION
SECTION 1094 -1(B), MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE
3 LB STEEL U- CHANNEL POST ARE ALSO ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U- CHANNEL AND
SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110.
WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1110.01. REMOVE ENTIRE POST WHEN REMOVING SIGNS WITH SPLICED POSTS.
DO NOT BACK BRACE SIGN SUPPORTS.
** TWO -WAY UNDIVIDED ADVANCE WARNING SIGN CONFIGURATION MAY BE USED ON URBAN MULTI -LANE FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED
SIGNS AS DETERMINED BY THE ENGINEER.
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GENERAL NOTES FOR PILOT
I - USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EDP CONES MAY NOT BE REQUIRED
ALONG WORK AREA AND AT THE DISCRETION OF THE ENG14EER, CONES MAY BE OMITTED ALONG
THE WORK AREA It USING A PILOT CAR.
CONES DOWNSTREAM
THE PILOT
5- DO NOT INSTALL MORE THAN ONE (I MILE OF LANE CLOSURE, MEASURED FROM THE BEGINNING
U
OF THE MERGE TAPER TO THE END THE LANE CLOSURE.
6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF
SAFE EGRESS AND INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS,
r; 11
III II II III I�I
PREPARED IN THE OFFICE OFe
PROJECT.
Kiml -H rn
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REV. No.: REVISION: BATE: BRAWN BY: CHECKED BY: TRAFFIC CONTROL DO NOT USE FOR R ®W ACQUISITION NOT TO SCALE CLAYTON PEDESTRIAN CONNECTOR
Associates, Inc.
DETAILS PRELIMINARY PLANS
This document, together with the concepts and designs presented herein, as an instrument of service, is and no NOT USE FOR CONSTRUCTION ri intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc. P.O. BOX 3308 - RALEGH9 NORTH CAROLINA 200 -308 JOB NUMBER: SHEET NUMBER:
shall be without liability to Kimley -Horn and Associates, Inc. 0 17250 18 CD -4
Copyright Kimley -Horn and Associates, Inc„ 20 12 PHONE. [phone] FAX. [phone]

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(APPLIES TO ALL SHEETS)
LIMITS OF DISTURBANCE
CONVERT EXIST DI
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TEMPORARY SILT FENCE
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FRANKLIN, HENRY KENNETH
NCOOT .` 840.52
(SEE 'EROSION CONTROL DETAIL)
TEMPORARY NSTRUCTION
FRAME 840.54
ENTRANCE (MC DOT STD 1 OTDD
SPECIAL STILLING BASIN
INV IN = 312.14" (EXIST)
TEMPORARY SILT
CHECK, TYP
INV IN = 312.50" (E(EXIST)
(MCDOT STD 1632-02)
WATTLE CHECK
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NIA
INSTALL
SMEDLEY, KIMBERLY SUE
D INLET PROTECTIQ
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DENNISON, IMAGDALIA r-AIZ
.........
7IMSE EROSION AND SEDIMENT CONTROL PLANS COMPLY
WHH TRE REGULATIONS SET FORTH f
NCG-010000 GEMW CONSTRUCHON PERMIT EFFEC27VE AUGUST 3,2011 OF ENVMOIVMENT AND
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(APPLIES TO ALL SHEETS)
LIMITS OF DISTURBANCE
CONSTRUCTION LIMIT
® -C- - - -°' - -
TEMPORARY SILT FENCE
(NCDOT STD 1605 DI)
TREE PROTECTION FENCE
(SEE 'EROSION CONTROL DETAIL)
TEMPORARY NSTRUCTION
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SPECIAL STILLING BASIN
(MC DOT STD I607I)
TEMPORARY SILT
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INLET TUBES 'SILT S" dFm%
STORM DRAIN PROTECTION
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CONTROL
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REV. No.: I REVISIONa DATE: DRAWN BYa I CHECKED BYs
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specitic purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
PREPARED IN THE OFFICE OFe
Kimley=Horn
Associates,
a n
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
PHONE. [phone] FAX-. (9 19) 677 -2050 N.C. EOENCE
Inc.
#F -0 O2
INCOMPLETE PLANS
MATTING FOR EROSION CONTROL PRELIUMINARYA PLANS
NOT TO SCALE
DO NOT USE FOR CONSTRUCTION
PROJECT°
JOB NUMBER:
EL- 51000B
CLAYTON PEDESTRIAN CONNECTOR
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CONSTRUCTION SEQUENCE
RIP RAP (6.15)
GRASS-LINED CHANNELS (6.30)
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
I. Flag the work limits for protection.
Subgrade Preparation - Prepare the subgrode for riprap and filter to the required
lines and grades shown on the plans. Compact any fill required in the Subgrade
CONSTRUCTION SPECIFICATIONS MAINTENANCE
2. Hold preconstruction conference at least one week prior to starting construction
to a density of proxlmating that of the surrounding undisturbed material or overfill
Invite NCDENR. NCDENR Is (919) 791 -4200.
depressions th Remove brush, trees,
and LOS contact number
riprap. stumps and other ob jectlonal
I. Remove all trees, brush, stumps, and other objectionable During the establishment period, check grass -lined channels after
J. Prior to land disturbing (including demolition) Install /tree
material. Cut the subgrade sufficiently deep that the finished grade of the riprap
will be at the elevation of the surrounding area. Channels should be excavated
material from the foundation area and dispose of properly. every rainfall. After grass Is established, perlodically check the
any activities, sllt
channel; check It after every heavy rainfall event. Immediately
protection fence, construction entrance, and all other erosion control devices.
sufficiently to allow placement of the riprap in a manner such that the finished
2. Excavate the channel and shape It to neat lines and make repairs. It Is particularly Important to check the channel
inside dimensions and grade of the riprap meet design specifications.
dimensions shown on the plans plus a 0.2 -ft overcut around outlet and all road crossings for bank stability and evidence of
4. In accordance with the erosion control plans, grade troll, Install crossplpes, and
Sand filter blanket - Place the filter blanket Immediately the
the channel perimeter to allow for bulking during seedbed piping or scour holes. Remove all significant sediment accumulations
place relnforcd silt fence as shown. Place additional erosion control matting and
2:1 indicated. Modify fence trail
and gravel after ground
foundation Is For spread filter stone In a uniform layer to the
preparations and sod buildup. to maintain the designed carrying capacity. Keep the grass In a
stabilize slopes as silt placement around and
prepared. gravel,
healthy, vigorous condition at all times. since It is the primary
outlets as necessary, place silt fence around wetland pond as needed.
specified depth. Where more than one layer of filter material Is used, spread the
layers with minimal mixing.
3. Remove and properly dispose of all excess soil so that erosion protection for the channel.
surface water may enter the channel freely.
5. Complete final grading for trail.
Synthetic filter fabric - Place the cloth filter directly on the prepared foundation.
4. The procedure used to establish grass In the channel will
6. Finish grading of slopes, topsail critical areas and permanently vegetate, seed
Overlap the edges by at least 12 inches, and space anchor pins every 3 ft along
depend upon the severity of the conditions and selection of species.
and mulch.
the overlap. Bury the upstream end of the cloth a minimum of 12 inches below
Protect the channel with mulch or a temporary liner sufficient to
ground and where necessary,bury to lower end of to cloth or overlap with the
withstand anticipated velocities during the establishment period.
7. All graded areas will be seeded, fertilized and mulched according to NCDOT
next section as required. Take care not to damage the cloth when placing riprap.
specifications to maintain a vigorous, dense, vegetative cover within 7 to 14 days
If damage occurs remove the riprap and repair the sheet by adding another layer
or sooner of completion of any phase of grading. Refer to the latest NPDES
of filter material with a minimum overlap of 12 Inches around the damaged area.
Rules dated August 2011 for more Information on ground stabilization
If extensive damage is suspected, remove and replace the entire sheet.
requiremengts. In summary, perimeter dikes, swales, ditches, slopes steeper than
areas and shall be I n stabilized within ondthes. other
are used n�� machine tact the placement difficult, a 4 -Inch layer of
fine e ravel
slopes stabilizeduwith ysf rot ect
of
or sand
g y P
VEGETATIVE PLAN (NCDENR 6.11)
ceases for more than the above mentioned length time, all disturbed areas
shall have temporary vegetative ground cover established and erosion control
Stone Placement - Placement of riprap should follow immediately after placement
-graded
devices maintained
of the filter. Place riprap so that if forms a dense, well mass of stone with
a minimum of volds. The desired disbrlbutlon of stones throughout the mass may
SEEDING SCHEDULE SEEDING SPECIFICATIONS
8. All erosion and sediment control practices will be Inspected weekly and
be obtained by selective loading at the quarry and controlled dumping during
Shoulders, Side Ditches, Slopes (3:1)
after rainfall events. Needed repairs will be made Immediately.
final placement. Place riprap to Its full thickness In one operation. Do not place
0 After rough grading Is completed, till soil In areas to be
%'egps by du mping through chutes or other methods that cause segregation of
Date Type Planting Rote seeded and planted to a depth of six Inches.
9. Estimatd time before final stabilization Is 9 months.
izes. Take care not to dislodge the underlying base or filter when placing
the stones.
Aug. 15 -Nov.1 Tall Fescue 250 lbs. /acre 2) Apply agricultural lime, fertilizer, and superphosphate to
10. Site Includes approximately 3 acres of permanent vegetation area.
Nov. l -Mar. 1 Tall Fescue 250 Ibs. /acre disturbed areas to be vegetated.
The finished slope should be free of pockets of small stone or clusters of large
& Abruzzi Rye 25 Ibs ✓acre 90 lbs. Iimestone /1000 sq. ft. (2 tons /acre)
fl. AFTER SITE IS STABILIZED, construction entrances, and construction staging
stones. Hand placing may be necessary to achieve to proper distribution of
Mar. /-Apr. 15 Tall Fescue 250 Ibs. /acre 35 Ibs.10 -10 -10 fertilizer /1000 sq. ft. (1500 Ibs /acre)
and material area stockpile areas, and all other erosion control devices shall bbee
stone sizes to produce a relatively smooth, uniform surface. The finished grade
Apr. /5 -Jun. 15 Hulled Common Bermudogross 12 Ibs ✓acre 40 Ibs. 50% superphosphate /1000 sq. ft. (1750 Ibs /acre)
removed, restored as exlsting, and permanently vegetated as described In the
of the rlprop should blend with the surrounding area. No overfall or protrusion of
Jun. 15 -Aug. 15 Tall Fescue 250 lbs. /acre
& Browntop Millet =_= 35 Ibs ✓acre 31 Disk nutrients Into soil to a depth of six )noes until
maintenance and vegetative plan:
riprap should be apparent.
Contractor must receive permission by project inspector before any measures are
or Sorghum -Sudan Hybrids =_= 30 Ibs ✓acre surface is uniform and free of large dirt clods.
removed.
MAINTENANCE
_ _ Slopes (3:1 to 2:1) 4) Seeding permanent gross.
MAINTENANCE
Inspect channels at regular Intervals as well as after major rains, and make repairs
Mar./ -Jun. l Serlceo Lespedeza (scarlfled) 50 Ibs ✓acre 3.0 lbs. KY -31 tall fescue /1000 sq. ft. 1130 Ibs./acre) during
and February 15 through May 15 or August 15 through
promptly. Give special attention to the outlet and Inlet sections and other points
Follow the construction sequence throughout project development. When changes in
where concentrated flow enters. Carefully check stability at road crossings and
(Mar.) -Apr. 15) Add Tall Fescue 250 Ibs ✓acre November 15.
construction activities are needed, amend the sequence schedule in advance to
look for Indications of piping, scour holes, or bank failures. Make repairs
(Mar. /-Jun. 30) or Add Weeping Lovegrass 5 Ibs. /acre -OR-
(Mar. /-Jun. 30) Add Hulled Common Bermudagrass 8 Ibs. /acre
maintain management control.
Immediately. Maintain all vegetation adjacent to the channel In a healthy,
or 3.0 Ibs. KY -31 tall fescue and 2.0 Ibs. annual ryegrass /1000
Jun. l -Sep.) Tall Fescue =_= 250 Ibs ✓acre
vigorous condition to protect the area from erosion and scour during out -of -bank
& Browntop Millet =_= 35 Ibs ✓acre sq. ft. during November 15 through February 15.
Notification of Land Resources Sediment and Erosion Control Self - Inspectlon Program:
flow. Control of weed and brush growth may be needed In some locations.
5)
or Sorghum -Sudan Hybrids =_= 30 Ibs./acre Mulch seeded area with small grain straw at 90 Ibs 11000
The Sedimentation Pollution Control Act was amended in 2006 to require that
Sep. l -Mar.1 Serlcea Lespedezo sq. ft. (2 tons /acre). Spread uniformly. ApproximatelyV2
LAND GRADING (6.02)
persons responsible for land - disturbing activities Inspect a project after each
the to that the -
(unhulled- unscarlfled) 70 Ibs. /acre of ground surface should be visible to avoid blocking
& Tall Fescue 250 Ibs ✓acre
phase of project make sure approved erosion and sedimentation
control plan Is being followed. Rules detailing the documentation of these
(Nov.1 -Mar.0 Add Abruzzi Rye 25 Ibs ✓acre sunlight to seedlings. On areas where the ground
surface equals or exceeds a 3:1 slope, and In the Inverts
Inspections took effect October 1, 2010. The self - Inspection program Is separate
from the weekly self - monitoring program of the NPDES Stormwoter Permit for
CONSTRUCTION SPECIFICATIONS
Consult Conservatlon Engineer or Soll Conservation Service of all drainage swales, tack mulch with asphalt emulsion
Construction Activities. The focus of the self - inspection report is the Installation
for additional Information concerning other alternatives for at a rate of 450 gallons emulsion per acre of straw.
and maintenance of erosion and sedimentation control measures according o the
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approved plan. The Inspections must be conducted after each phase of the
I.
. Construct and maintain all erosion and sedimentation control practices and
measures in accordance with the approved sedimentation control plan and
vegetation of denuded areas The above vegetation rates are
veg. g
those which do well under local conditions: other seeding rate 6J Mulch around shubbery and trees with pine straw to depth
project, and continue until permanent ground cover is established in accordance
-54J -
construction schedule.
_combinations are possible. of 3 Ines.
with NCGS 113A and 15A NCAC 4B.0131. The Self Inspection Report form
Is available as an Excel spreadsheet from
P
2. Remove Good topsoil from areas to be graded and filled, and preserve
... Temporary Reseed accord! to optimum season for 7) Temporary cover
- Po ry - - � P
1.0 lbs. brown top mlllet/IQQO sq. ft. May through August 25.
y 9 9
hffp.://www.,dlr.enr.stGte.nc.uslpogeslsed[metnalton-new.html.
!t for use �n finishing the grading of all critical areas.
desired permanent vegetation. Do not allow temporary cover to -OR-
If you have questions or cannot access the form, please contact NCDENR
Division of Land Resources at (919) 791 - 4200.
Scarify areas to be topsolled to a minimum depth of 2 Inches before
grow over 12 inches -in height before mowing, otherwise, fescue
may be shaded out. 1.0 Ibs. annual ryegrass /1000 sq. ft. August 25 through April.
placing topsoil.
4. Clear and grub areas to be filled to remove trees, vegetation, roots, or
TOPSOILING (6.04)
other objectionable material that would affect the planned stability of the fill.
MAINTENANCE PLAN
5. Ensure that fill material Is free of brush, rubbls4 rocks, logs, stumps,
CONSTRUCTION SPECIFICATIONS
I. The Contractor shall check all erosion and sediment
building debris, and other materials Inappropriate for constructing stable fills.
MATERIALS
control practices for stability and operation fallowing every
runoff producing rainfall but in no case less than once every
6. Place all fill in layers not to exceed 9 inches in thickness, and compact
the layers as required to reduce erosion, slippage, settlement, or other
Determine whether the quality and quantity of available topsoil justlfles selective Temporary seeding - Protect topsoil stockpiles by temporarily seeding as soon
handling. Quality topsoil has the following characteristics: as no more than 30 working days or 120 calendar days after the
week. Any needed repairs will be made immediately by the
related problems.
possible,
Contractor to maintain all practices as designed. Also per
formation of the stockpile.
Texture - loam, sandy loam, and silt loam are best; sandy clay loam, silty clay
National Pollutant Discharge Elimination System (NPDES)
stormwater a rain must be Installed
7. Do not Incorporate frozen material or soft or highly compressible
loam, clay loam, and loamy sand are fair. Do not use heavy clay and organic Permanent vegetation - If stockpiles will not be used within 12 months they
general permit, gauge
on site. The rain gauge must be kept onslte and Inspections
materials into fill slopes.
soils such as peat or muck as topsoil. must be stabilized with permanent vegetation to control erosion and wed
by the Contractor must be made and logged after every half
Inch of rainfall and once a week.
8. Do not place fill on a frozen foundation, due to possible subsidence and
growth.
Organic matter content - (sometimes referred to as "humlc matter ") should be
slippage.
greater than 1.57. by weight. SITE PREPARATION
2. The Contractor shall remove sediment from erosion control
devices when storage capacity has been approximately 50%
9. Keep diversions and other water conveyance measures free of sediment
during all phases of development.
Acidity pH should be greater than 3.6 before IImIn and liming Is required If Before spreading topsoil establish erosion and sedimentation control practices
g. g P
filled. Gravel will be cleaned or replaced when the
It Is less than 6.U. such as diversions, berms, dikes, waterways, and sediment basins.
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sediment pools no longer drains properly.
10. Handle seeps or springs encountered during construction In accordance
Soluble salts - should be less than 500 ppm. Grading - Maintain grades on the areas to be topsolld according to the
3. The Contractor shall remove sediment from behind silt
with approved methods.
approved plan and do not alter them by adding topsoil.
fence when it becomes 0.5 feet due at to
P
fence. Silt fence will be repaired as necessary
11. Permanently stabilize all graded areas Immediately after final grading Is
In the Applyy temporary
Sodium - sodium adsorption ratio should be less than 12.
P Liming of subsoil -Where the Hof the exist)
9 p existing subsoil is 6.0 or less, or the
to maintain a barrier.
completed on each area grading plan. stabilization
measures on all graded areas when work is to be Interrupted or delayed for
The depth of material meeting the above qualifications should be at least 2 Inches. soil Is composed of heavy clays, incorporate agricultural limestone In amounts
15 working days or longer.
Soil factors such as rock fragments: slope, depth to water table, and layer recommended by soil tests or specified for the seeding mixture to be used.
4. The Contractor shall fertilize, reseed as necessary, and
thickness affect the ease of excavation and spreading of topsoil. Incorporate lime to a depth of at least 2 inches by disking.
mulch all seeded areas according to specifications in the
vegetative plan to maintain a vigorous, dense vegetative
12. Show topsoil stockpiles borrow areas and spoil areas on to plans, and
they are adequately protected from erosion. Include final
make sure t
General) the upper part of the Sall which Is richest In organic matter, Is most Roughening - Immediately prior to spreading the topsoil. loosen the su rade
y' PPe pa g gg g y P P g
from Inches,
cover.
stabilization of these areas In the plan.
desirable; however, material excavated deeper layers may be worth storing by dlskIng or scarifying to a depth of at least 4 to ensure bonding of
If It the listed tine topsoil if have Incorporated, loosen
meets other criteria above. and subsoil. no amendments been
5. The Contractor shall provide ground cover on exposed slopes
MAINTENANCE
the soil to a depth of at least 6 Inches before spreading topsoil.
or other areas within 7 to f4 days or sooner of completion
Organic soils such as mucks and peats do not make good topsoil. They can be
Identified by their extremely light weight when dry. SPREADING TOPSOIL
of an y phase of grading. Refer to the latest NPDES Rules
dated,4ugust 2011 for more Information on stabilization
Periodically check all graded areas and the supporting erosion and
ground
requirements. Permanent ground cover Is to be provided for
sedlmentatlon control practices, especial) after heavy rainfalls. Promptly
remove all sediment from diversion and other water - disposal practices. If
STRIPPING Do not s read topsoil while it is frozen or muddy or when su rade is
p P y
all disturbed areas within 7 to 14 days or sooner following
completion of construction or development,
washouts or breaks occur, repair them immediate) . Prom t
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maintenance of small eroded areas before they become significant
wet or frozen. Correct any irregularities in the surface that result from
Strip o oll only from those areas that will be disturbed b excavation fill) to sollln or other operations irregularities the formation of depressions or
P y y g P P
gullies
Is an essential part of an effective erosion and sedimentation control plan.
co a
roadbul ding. or compaction by equipment. A 4 to 6 -Inch stripping depth Is common, water pockets.
but depth depending the Determine depth by taking
6. The Town of Clayton contact Is Tim Simpson, (9191553 -1530
varies on site. of stripping
soil cores at several locations within each area to be strZes- Topsoil depth Compact the topsail enough to ensure good contact with the underlying soil,
from hilltop to toe lope. Put but it Increases Inhibits
NPDES GENERAL STORMWATER
PERMIT
generally varles along a gradient of sediment avoid excessive compaction, as runoff and seed
basins, diversions, and other controls Into place before stripping. germination. Light packing with a roller is recommended where
SOIL STABILIZATION TIMEFRAMES
high- maintenance turf is to be established.
STOCKPILING
On slopes and areas that will not be mowed, the surface may be left rough
SITE DESCRIPTION
STABILIZATION
TIME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, S W A L E S. DITCHES AND SLOPES
7 DAYS
NONE
Select stockpile location to avoid slopes and natural dralnageways, avoiding after spreading topsoil. A disk may be used to promote bonding at to Interface
traffic routes. On large sites, respreading Is easier and more economical when between topsoil and subsoil.
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
topsoil Is stockpiled In small plies located near areas where they will be used.
All stockpile areas used shall be stabilized with silt fence and seeded. After to oll appllcatlon, follow procedure for seedbed preparation, taking care
7 DAYS
I L A L IN LENGTH AN A N THAN :I,
SLOPES STEEPER THAN 3 :I
NOT STEEPER THAN 2:1 14 DAYS ARE ALLOWED.
to avOid�XCBSSIVe mixing of topsoil into the subsoil.
Sediment barriers -Use sediment fences or other barriers where necessary to
retain sediment.
SLOPES 3:1 OR FLATTER
7 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WiTH SLOPES FLATTER THAN 4 :1
7 DAYS
NONE EXCEPT FOR PERIMETERS AND HOW ZONES.
PREPARED IN THE OFFICE OFe
Kiml -H rn
O
� I n
EROSION CONTROL
DETAILS
NOT TO SCAEE
PROJECT°
EL- 51000B
CLAYTON PEDESTRIAN CONNECTOR
INCOMPLETE PLANS
DO NOT USE FORR ®W ACQUISMON
REV. No.:
REVI510Na
DATE:
DRAWN BYa
CHECKED BYa
PRELIMINARY PLANS
mo NOT USE FOR CON8TR11LA
This document, together with the concepts and designs presented herein, as an instrument of service, is
I
and SSOC a �5�
intended only for the specitic purpose and client for which it was prepared. Reuse of and improper
■ ■ �
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -Horn and Associates, Inca
P.O. BOX 33068 - RALEIGH NORTH CAROLNA 27636 -3068
9
JOB NUMBER:
SHEET NUMBER°
copyright t Kimley -Horn and Associates, Inc., 20 I2
PHONE. (9 I9) 677 -2000 FAX. (9 I9) 677 -2050 N.C. LSENCE F -0 102
0 17250 18
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8' -0" MAXIMUM
HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL (6.51)
VARIABLE AS DIRECTED BY THE ENGINEER
CONSTRUCTION SPECIFICATIONS
I. As synthetic fabric, use a previous sheet of nylon, polyester, or ehylene yarn - extra strength
SILT FENCE FABRIC
(50 Ib /l Inch minimum) - that contains ultraviolet ray Inhlbltors and stabilizers. Fabric should be
MINIMUM 10 GAUGE INSTALLED TO SEC 0 N D
sufficiently porous to provide adequate drainage of the temporary sediment pool. Burlap may be
LINE WIRES WIRE F R 0 M TOP
MINIMUM 121/
GAUGE
used for short -term appllcatlons. It must be replaced every 60 days.
INTERMEDIATE
WIRES
2. Cut fabric from a continuous roll to ellminote Joints.
3. For stakes, use 5 -foot steel posts.
GRADE
4. Space stakes evenly around the perimeter of the Inlet a maximum of 4 ft apart, and securely
drive them Into the ground, approximately 24 Inches deep.
'y 1= 111-1 1 „Ill, ,1LI, ,, = „LLll1J1„J1, - -, LLB, IJ1= „lll,IJ1= „ll1= „lll„J1,-- ,LLll1J1, ,LL,LL,Ill,, ,I�JlI I "'
5. Place 2 foot flap the for
'I,
a of wire mesh under gravel anchoring.
I I III IF
6. Fasten fabric securely to the stakes and frame. Joints must be overlapped to the next stake.
I I
FRONT VIEW _ _—
11
T. The p Inlet tok keep runoff from bypo sing he Inlet It the moy be necessary to build 1 a temporary
-
1
dike on the down slope side of the structure to prevent bypass flow. Material from wlthln the
STANDARDIZED METAL
11 =
11
sediment pool moy be used for diking.
PASTS 2' -Q" IN GROUND
I I I I I I-
8. *57 washed stone shall be pold for at the contract unit price per ton
"Sediment Control Stones”
STEEL POST
WOVEN WIRE FABRIC
MAINTENANCE
Inspect the fabric barrier after each rain and make repairs as needed.
SILT FENCE FABRIC
GALVANIZED HARDWARE WIRE
Remove sediment from the pool area as necessary to provide adequate storage volume for the EXTENDS TO TOP OF BOX
next roln. Take care not to damage or undercut the fabric during sediment removal.
=
NOTE: ° o
USE SILT FENCE ONLY WHEN DRAINAGE AREA - FILL SLOPE
DOES NOT EXCEED 1/4 ACRE AND NEVER IN z ;a
METAL POST
�
AREAS OF CONCENTRATED FLOW. FOR REPAIR OF
SILT FENCE FAILURES
N .,,�. -: " "'. '
R
USE REINFORCED SILT FENCE OUTLET DETAIL
CGJI
_
GRADE
• .
6 MINIMUM COVER
9
HARDWARE
_ I - OVER SKIRT
CLOTH 000 °n
C _�
-ANCHOR
3•
- oil SKIRT AS
=1 I DIRECTED BY ENGINEERS
057 STONE 'bo
0 0
O
_ II
2 e O ��
" 'Co �V
16 d&0 0 O� z1 qp
SIDE VIEW
P4dD0800)0C)Q-.000'
0 e'CV
0 ij30
STANDARD TEMPORARY SILT FENCE
r
*57 WASHED STONE PLACED
TO A HEIGHT OF 12” -18” MIN.
ABOVE TOP OF BOX
FILTER OF 1 INCH DIAMETER
°
0°
o 0
# 57 WASHED STONE 0
0 0
o ° ° °° ° °o
F-
10'O.C.MAXIMUM
16 0 ° 00 °
° o
VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST
NOTE: 0° o o
° 0 00
0
WOVEN WIRE FABRIC
SILT FENCE FABRIC TO OVERLAP 0 °
000 °o o
°0 °oo ° °
HARDWARE CLOTH BY 12 INCHES o °°Oo 00 �O
0
°p°
ORANGE, UV RESISTANT,
HIGH - TENSILE STRENGTH,
0 0 0 0 °0° °
o° 0
co ° ° °
0 0
WARNING IGN
o
POLY BARRICADE FABRIC (TYPICAL)
STEEL FENCE POST
WARNING SIGN
DO NOT NTER
WIRE FENCE HARDWARE CLOTH
SILT FENCE FABRIC
STEEL FENCE
POST
b =
HARDWARE CLOTH ON WIRE FENCE ON WIRE FENCE
o
3
PLAN VIEW
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
ADE
FLOW DIRECTION 1�„
STEEL FENCE POST SET
III III III III III I III III III
!111!111 III ------ - - - - -=
III II- b I III=
III I ORANGE.W RESISTANT, =1 I
II
GRADE HARDWARE CLOTH MAXIMUM 2 FEET APA RT
WIRE
FENCE
HIGH - TENSILE STRENGTH, I
- III II-
_
POLY BARRICADE FABRIC (TYPICAL) =1 1=
7
I I - —�
FRONT VIEW -.
III �•
SIDE VIEW
If
40' NOTES
SIDE VIEW
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
SILT E E N C E
3, LETTERS TO BE 3” HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
LJ FABRIC
OVERLAP
SIGNS SHALL BE PLACED AT 50'MAXIMUM INTERVALS.
0 ERLAP
12
4" PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER.
2
INCHE
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER,PROVIDE NO LESS THAN ONE
INCHES
TREE PROTECTION AREA
ATTACH SIGN SECURELY TO FENCE POSTS AND FABRIC.
I8'
GRADE
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
DO NOT ENTER ADDITIONAL SIGNS MAY BE REQUIRED BY THE TOWN OR NCDENR,
BASED ON ACTUAL FIELD CONDITIONS.
=
4" SIGNS SHALL BE INCIDENTAL TO THE FENCE.
I I- _ I = '_
-� -� - - 1TI�Tf- fff� I I� I k I • I �� �1TT= -� _. - - ,
Illllp• 1111 rlT �' �III�•�IIIII
WARNING SIGN DETAIL
�I�111�1111�11
1�J1� L�1J.�111 =-11 1J1=1' � "'_ "' _III•
�1L�ll
� I . I 1. I'
I1 -I .
-I 1I1 " -''
.
'-111 - I II
=1I1 -11'
NOTE: 111111 -II U NOTE: U
=1II
)III
USE SILT FENCE OUTLETS ONLY WHEN BURY WIRE FENCE, HARDWARE
CLOTH,
DRAINAGE AREA DOES NOT EXCEED 1/4 FRONT VIEW AND SILT FENCE FABRIC
C INCHES INTO
TREE PROTECTION DETAIL
ACRE AND THERE IS A LOW AREA. USE THE TRENCH
AS A REPAIR OF SILT FENCE FAILURES.
STANDARD SILT FENCE OUTLET
PREPARED IN THE OFFICE OFe
Kiml -H rn
O
I
and 5 S a 5
I n
EROSION CONTROL
DETAILS
NOT TO SCALE
PROJECT°
EL- 51000B
CLAYTON PEDESTRIAN CONNECTOR
INCOMPLETE PLANS
DO NOT USE FORR ®W AC°MSMON
REV. No.:
REVI510Na
DATE:
DRAWN BYa
CHECKED BYa
PRELIMINARY PLANS
mo NOT USE FOR CON8TR11CTI°N
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specitic purpose and client for which it was prepared. Reuse of and improper
■ ■
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc.
P.O. BOX 33068 - RALEIGH NORTH
CAROLINA 27636 -3068
JOB NUMBER:
SHEET NUMBER°
shall be without liability to Kimley -Horn and Associates, Inca
copyright t Kimley -Horn and Associates, Inc., 20 I2
9
PHONE. (9 I9) 677 -2000 FAX. (9 I9) 677 -2050 N.C. EOENCE
F -0 l02
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LET TUBES "SILT SOCK"
NOTE. USE INLET TUBES AS NEEDED TO PREVENT SILT AND
DEBRIS FROM ENTERING INLETS DURING CON'STRU�TION.
�_<D 4 —PIPE
FLOW
SEDIMENT TUBE
OR S LT FENCE
U NEEDEDI
IVIUlC11UIJ
Use inlet tubes that exhibit the following properties
Produced by a Iftnufacturer experienced in sediment tube manufacturing:
Composed of compacted geotext I les, curled excelsior wood, natural coconut fibers or hardwood+
mulch or a mix of these materials enclosed by a flexible netting material. Do not use straw,
straw fiber, straw bales, pine needles or leer mulch under this spec`ficction,. Utilize an outer
netting that consists of seamless, high- density polyethylene photodegrddable materials treated
with ultraviolet stabilizers or a seamless, high -density polyethylene non-degradable materials.
Installation:
Install inlet tubes lying flat on the ground, with no gaps between the underlying surface and
the inlet tube.
Inspection and Maintencncc;
Inlek tubes may be temporarily 'monied during construction as needed. Replace inlet tubes
damaged during instal - 'lotion as directed by the Inspector or Manufacturer's Representative
at the contractor's expense.
GUTTER
C�_I
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 °N. NOMINAL
CROSS SECTION,.
INSTALL A MINIMUM OF 2 UIPSLOPE STAKES` AND 4 DOWNSEOPE
STAKES AT AN ANGLE TO `EDGE SEDIMENT TUBE TO GROUND.
PREPAKID IN THE OFFICE OE; PROJECT:
Kimley-HornL 51OOO
INCOMPLETE PLANS
DO NOT USE FOR R/ W AC iJI9ZTION
EROSION CONTROL REV. No.: REVISION: DATE: DRAWN 8�': CHECKED BY: NOT TO SCALE CLAYTON PEDESTRIAN CONNECTOR
PRELIMINARY PLANS
- t o.. a y c �..... ° r. e e � DETAILS DO NOT USE .:FOR CONSTRUCTION
This document , together wi rh the .,oncep f s and deigns presented herein �. as an In trument cr s„rvice„ s
nr � T h T e and Inc.
Y specific p�.rpose end client for which it was prepar edo Ruse of and imoropEr
intended only � or the s ec
w, t . . s
reliar..e on this document without written a.. � horization an ado' t on- b Ki'r�le Horn and Associates ,inc. C p y Y , r i - I I� T r� n
shallbe without liability to KPmle Horn and Associates, Inc,. P.O. BOX 33068 RALEIGH, NORTH C,AIRD,LINA 27636-3068 JOB NUMBER, SHEET NUMBER,
Copyright K coley -Horn and Associates, Inc,,. 2012 PHONE.. (a 19) 677 -2000 FAX. ( "9 19') 677 -2050 N.C. LISENOE #F -0 102 0 i 1725018 EC- I
Cl)
NOTES
00W=
1.
PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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0 er
0CD
F
TRUCKS.
2.
LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
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BY ALL CONSTRUCTION VEHICLES.
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3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESING WITH STONE WILL BE NECESSARY.
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4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
o
CLEANED UP IMMED'IATELY'.
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.
G.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
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BE DETERMINED BY THE ENGINEER.
7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
BY THE ENGINEER.
a
8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
FROM BYPASSING CONSTRUCTION ENTRANCE 'LEAVING PROJECT SITE.
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LET TUBES "SILT SOCK"
NOTE. USE INLET TUBES AS NEEDED TO PREVENT SILT AND
DEBRIS FROM ENTERING INLETS DURING CON'STRU�TION.
�_<D 4 —PIPE
FLOW
SEDIMENT TUBE
OR S LT FENCE
U NEEDEDI
IVIUlC11UIJ
Use inlet tubes that exhibit the following properties
Produced by a Iftnufacturer experienced in sediment tube manufacturing:
Composed of compacted geotext I les, curled excelsior wood, natural coconut fibers or hardwood+
mulch or a mix of these materials enclosed by a flexible netting material. Do not use straw,
straw fiber, straw bales, pine needles or leer mulch under this spec`ficction,. Utilize an outer
netting that consists of seamless, high- density polyethylene photodegrddable materials treated
with ultraviolet stabilizers or a seamless, high -density polyethylene non-degradable materials.
Installation:
Install inlet tubes lying flat on the ground, with no gaps between the underlying surface and
the inlet tube.
Inspection and Maintencncc;
Inlek tubes may be temporarily 'monied during construction as needed. Replace inlet tubes
damaged during instal - 'lotion as directed by the Inspector or Manufacturer's Representative
at the contractor's expense.
GUTTER
C�_I
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 °N. NOMINAL
CROSS SECTION,.
INSTALL A MINIMUM OF 2 UIPSLOPE STAKES` AND 4 DOWNSEOPE
STAKES AT AN ANGLE TO `EDGE SEDIMENT TUBE TO GROUND.
PREPAKID IN THE OFFICE OE; PROJECT:
Kimley-HornL 51OOO
INCOMPLETE PLANS
DO NOT USE FOR R/ W AC iJI9ZTION
EROSION CONTROL REV. No.: REVISION: DATE: DRAWN 8�': CHECKED BY: NOT TO SCALE CLAYTON PEDESTRIAN CONNECTOR
PRELIMINARY PLANS
- t o.. a y c �..... ° r. e e � DETAILS DO NOT USE .:FOR CONSTRUCTION
This document , together wi rh the .,oncep f s and deigns presented herein �. as an In trument cr s„rvice„ s
nr � T h T e and Inc.
Y specific p�.rpose end client for which it was prepar edo Ruse of and imoropEr
intended only � or the s ec
w, t . . s
reliar..e on this document without written a.. � horization an ado' t on- b Ki'r�le Horn and Associates ,inc. C p y Y , r i - I I� T r� n
shallbe without liability to KPmle Horn and Associates, Inc,. P.O. BOX 33068 RALEIGH, NORTH C,AIRD,LINA 27636-3068 JOB NUMBER, SHEET NUMBER,
Copyright K coley -Horn and Associates, Inc,,. 2012 PHONE.. (a 19) 677 -2000 FAX. ( "9 19') 677 -2050 N.C. LISENOE #F -0 102 0 i 1725018 EC- I

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SILT FENCE J -HOOK PLACEMENT
J -HOOK �:0 J -HOOK
do y 5�
40-80'SPACIPVG
(AS NEEDED)
J -HOOK DETAIL
METAL STAKE
CONTINUOUS FENCE
FABRIC
PLACE POSTS (STAKESJ
ADJACENTLY AND BIND AT
TOP WITH WIRE.
NOTE: USE SILT FENCE J -HOOK PLACEMENT AS NEEDED
TO DIRECT RUN -OFF TO SILT FENCE OUTLETS AND
PREVENT ACCUMULATION AND UNDERMINING OF SILT FENCE.
STONE FILTER INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
.rr_ _ _ MV-4 se
r
Washec
Across Pipe Inlet
Upstream End of
ra n~aln-
• a a _ -
11
ardware Cloth `'
low
1/3 Plpe
Diameter
STONE FILTER INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION.
TEMPORARY ROCK SILT CHECK, TYPE B (STD 1633.02)
STONE FOR EROSION
STONE t' EROSION
CONTROL,
Filter V, ON ..s 24mmox
Fabric Z71 0 - of center
..
Section A -A
L = The distance such that points
A and B are of equal elevation
LA
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war
•�I
REV. No.: I REVISIONa DATE: DRAWN BYa I CHECKED BYs
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specitic purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
NOTE:
Check dams to be Installed as Indicated on plan or If grade Is steeper
per plan detall.
CONSTRUCTION SPECIFICATIONS
I. Place stone to the lines and dimensions shown In the plan on a filter fabric
foundation.
2. Keep the center stone section at least 9 Inches below natural ground level
where the dam abuts the channel banks.
J. Extend stone at least 1.5 ft beyond the ditch banks to keep overflow water
from cutting around the ends of the check dam.
4. Set spacing between dams to assure that the elevation at the top of the
lower dam is the same as the toe elevation of the upper dam.
5. Protect the channel downstream from the lowest check dam, considering
that water will flow over and around the dam.
6. Make sure that the channel reach above the most upstream dam Is stable.
7. Ensure that channel appurtenances, such as culvert entrances below
check dams, are not subject to damage or blockage from displaced stones.
8.1157 washed stone shall be paid for at the contract unit price per ton
"Sediment Control Stone."
MAINTENANCE
Inspect check dams and channels for damage after each runoff event.
Anticipate submergence and deposition above the check dam and erosion
from high flows around the edges of the dam. Correct all damage immediately.
If significant erosion occurs between dams, Install a protective riprop liner In
that portion of the channel.
Remove sediment accumulated behind the dams as needed to prevent
damage to channel vegetation, allow the channel to drain through the
stone check dam, and prevent large flows from carrying sediment over the
dam. Add stones to dams as needed to maintain design height and cross section.
EXCELSIOR
PREPARED IN THE OFFICE OFe
Kimley=Horn
and Associates, I
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
PHONE- (9 19) 677 -2000 FAX. [phone] N.C. EISENCE #F -0 02
PLYWOOD INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
7-----k
' ►.,,.4-- C_.._1 --P Storm Drain
. , . a,
a
L — —
Bu r y Bo m o f PI y w ood — — — —
3/4 "
Exterior Plywood
PLYWOOD INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION.
WATTLE DETAIL
2' (MAX. )
SLOPE
ISOMETRIC VIEW
2' UPSLOPE
CROSS SECTION
1/3 Pipe
Diameter
NOTES:
USE MINIMUM 18 IN. DIAMETER EXCELSIOR WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
EDGE OF PAVEMENT
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 16" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1651 OF THE
STANDARD SPECIFICATIONS.
2' DOWNSLOPE
STAKE
TURAL GROUND
EROSION CONTROL
DETAILS
FLOW -
INSET A
INSET B
INCOMPLETE PLANS
DO NOT USE FOR R ®W ACQUISMON
PRELIMINARY PLANS NOT TO SCALE
DO NOT USE FOR CONSTRUCTION
PROJECT-
JOB NUMBER:
TOP VIEW
EL- 51000B
CLAYTON PEDESTRIAN CONNECTOR
0 1 17250 18
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3001 WEST17N PARKWAY — CARY NC 27513
— 21312
PHONE; [phone]
FAX: [phone]
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IMPACTS KEY VIM' & SUMMARY
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