20150167 Ver 1_401 Application_20150215

1650 Mail Service Center
Raleigh, NC 27699 -1650
DATE
2 -4 -2015
BASS, NIXON $ KENNEDY, INC.
ATTN
Staff
CONSULTING ENGINEERS
(boardwalk)
® 6310 Chapel Hill Road, S- 250, Raleigh, NC 27607
©
Telephone [phone], Facsimile (919)851 -8968
13
TO: NC DWQ WBSCP Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
DATE
2 -4 -2015
JOB
# 10254
ATTN
Staff
RE
Village at Beaver Dam Greenway Trail
(boardwalk)
WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA
THE FOLLOWING ITEMS
❑ SHOP DRAWINGS ❑ PRINTS ❑ PLANS ❑ SAMPLES ❑ SPECIFICATIONS
COPIES
DATE
No
DESCRIPTION
2
FULL SIZE SETS OF PLANS
2
REDUCED 11 x 17 PLANS
1
PCN
1
COPY OF PCN THAT DWQ PROVIDED TO ME HIGHLIGHTED
1
CHECKLIST
1
USGS # 8'h x 11
1
SOILS MAP 11 x 17
1
$240 00 REVIEW FEE CH # 14385
1
E -MAIL FROM AMY CHAPMAN
THESE ARE TRANSMITTED AS CHECKED BELOW
REMARKS TO WHOM IT MY CONCERN A MEETING WAS HELD WITH ANNETTE LUCAS AND AMY CHAPMAN SOME TIME AGO
TO DISCUSS THIS PROJECT IN ORDER TO HELP US DEFINE WHAT SECTIONS OF THE PCN TO COMPLETE FOR A BOARDWALK
THROUGH A BUFFER WE WERE SENT A COPY (ATTACHED) OF THE PCN WITH THE SECTIONS HIGHLIGHTED IN YELLOW I HAVE
ATTEMPTED TO FILL OUT THESE SECTIONS TO THE BEST OF MY ABILITY THE PROJECT "VILLAGE AT BEAVER DAM" WAS DESIGNED
AND SEVERAL SECTIONS BUILT PRIOR TO KNIGHTDALE BEING "TIPPED" INTO STORMWATER MANAGEMENT NO BMPS WERE
REQUIRED DUE TO GRANDFATHERING THIS GREENWAY TRAIL IS ONE OF THE LAST COMPONENTS TO BE BUILT
COPY TO SIGNED K ROBERT BELL, JR , PE, CPESC

Pagel of 3
Robbie Bell
From: Chapman, Amy [amy chapman @ncdenr gov]
Sent: Monday, July 18, 2011 10 47 AM
To: Robbie Bell
Subject: RE Beaverdam Greenway - Knightdale
Attachments: PCN_ buffers pdf
Hi Robbie
A plan showing the Zone 1 and Zone 2 buffers and any avoidance or minimization of buffer impacts would be
great
Also, we will need the application I have attached a copy of the application with the portions you need to fill out
highlighted in yellow
You can send the application to the address in my signature block below
If you want me to look at a plan sheet ahead of the submittal, you can email it to me and I can see if there are
any "red flags" that I see with the proposal
Thanks
-Amy
Amy Chapman
Wetlands, Buffers, Stormwater, Compliance and Penmttmg Unit (WeBSCaPe)
NCDENR/Division of Water Quality - Wetlands and Stormwater Branch
1650 Mail Service Center
Raleigh, NC 27699 -1650
Office (919) 807 -6400
Fax [phone]
Websrte httpHportalncdenrorg-/web/wq/swp/ws/401/ripananbuffers
E -mail amy chapman(a ncdenr gov
E -mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties
From: Robbie Bell [mailto: Robbie. Bell @bnkinc.com]
Sent: Monday, July 18, 20117:40 AM
To: Chapman, Amy
Subject: RE: Beaverdam Greenway- Knightdale
Amy, what specifics would you like to see? Maybe a field survey of the trees
and how we intend to meander through the buffer and avoid any impacts
Thanks,
K. Robert (Robbie) Bell, Jr., PE, CPESC
President
BASS, NIXON & KENNEDY, INC.,
CONSULTING ENGINEERS
6310 CHAPEL HILL ROAD, SUITE 250,
RALEIGH, NC 27607
PHONE [phone] FAX [phone]
TOLL FREE 800/354 -1879
7/18/2011

Page 2 of 3
From: Chapman, Amy [mailto•amy chapman @ncdenr.gov]
Sent: Thursday, July 14, 2011 7.48 AM
To: Robbie Bell
Cc: Lucas, Annette
Subject: RE, Beaverdam Greenway- Knightdale
Robbie,
The boardwalk would still require a buffer authorization As long as it didn't exceed 10 feet in width, we maybe
able to permit it without any issues I'd have to see the plans before I could absolutely say that of course
Please let me know if you have any questions
Thanks
-Amy
From: Lucas, Annette
Sent: Wednesday, July 13, 2011 5 54 PM
To: Robbie Bell
Cc: Chapman, Amy
Subject: RE- Beaverdam Greenway- Knightdale
Robbie,
I have asked Amy to look at this Amy, will you please follow up with Robbie? Robbie, I will be on vacation until
July 25
Thanks,
Annette
From: Robbie Bell [mailto•Robbie Bell @bnkinc com]
Sent: Monday, June 27, 2011 4.39 PM
To: Lucas, Annette
Subject: Beaverdam Greenway- Knightdale
Annette,
We met with you a few months back to discuss Beaverdam Subdivision
and one of the suggestions made in the meeting was to eliminate the road crossing
We were successful with the Town of Knightdale in removing the road crossing
which eliminated the impacts to an unnamed wet weather draw (about 60 acres
of drainage area) There was one other item that we should have talked to you about
and that is a greenway trail We have suggested to the owner that we use a raised
boardwalk perpendicular through the entire buffer (100' +) and build as you go
and dodge any trees thus eliminating any impacts The boardwalk would be very
natural looking along with the setting Is this something that DWQ would be OK
with? I envision the boardwalk to mimic those that you see built in Cary that were
designed for no impact (Example Hemlock Bluffs) I understand that the CORPS
is fine with this type of boardwalk Thoughts or help?
Thanks,
K. Robert (Robbie) Bell, Jr., PE, CPESC
President
BASS, NIXON & KENNEDY, INC.,
CONSULTING ENGINEERS
7/18/2011

Page 3 of 3
6310 CHAPEL HILL ROAD, SUITE 250,
RALEIGH, NC 27607
PHONE [phone] FAX [phone]
TOLL FREE 8001354 -1879
7/18/2011

2 0 1 5 0 1 6 7
of wArF9
o� pG Office Use Only
Corps action ID no
o < DWQ project no
Form Version 1 4 January 2009
Page 1 of 10
PCN Form — Version 1 4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1
Processing
la
Type(s) of approval sought from the Corps
❑ Section 404 Permit ❑ Section 10 Permit
1b
Specify Nationwide Permit (NWP) number or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑ No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification
❑ Yes ❑ No
For the record only for Corps Permit
❑ Yes ❑X No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program
❑ Yes ❑X No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below
❑ Yes ❑X No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2
Project Information
2a
Name of project
Village at Beaver Dam Greenway Trail
2b
County
Wake
2c
Nearest municipality / town
Knightdale
2d
Subdivision name
Village at Beaver Dam
2e
NCDOT only, T I P or state project no
3
Owner Information
3a
Name(s) on Recorded Deed
Beazer Homes Corporation
3b
Deed Book and Page No
DB 014296 PG 02159
3c
Responsible Party (for LLC if
applicable)
11AW ly L9 0
1
3d
Street address
4509 Creedmoor Rd , Suite 200 F
3e
City, state, zip
Raleigh, NC 27612 -3813
3f
Telephone no
919- 868 -7463 4 Na; WkTEW RE90uRCE8
3g
Fax no
3h
Email address
chns simmering @beazer com
Page 1 of 10
PCN Form — Version 1 4 January 2009

4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent X❑ Other, specify Director of Land Development
4b
Name
Chris Simmering
4c
Business name
(if applicable)
Beazer Homes Corporation
4d
Street address
4509 Creedmoor Road, Suite 200
4e
City, state, zip
Raleigh, NC 27612
4f
Telephone no
919- 868 -7463
4g
Fax no
4h
Email address
5
Agent/Consultant Information (if applicable)
5a
Name
Kirby R Bell, Jr, PE
5b
Business name
(if applicable)
Bass, Nixon & Kennedy, Inc
5c
Street address
6310 Chapel Hill Rd , Suite 250
5d
City, state, zip
Raleigh, NC 27607
5e
Telephone no
919- 851 -4422
5f
Fax no
919- 851 -8968
5g
Email address
robbie bell @bnkinc com
Page 2 of 10

B.
Project Information and Prior Project History
1
Property Identification
1a
Property identification no (tax PIN or parcel ID)
1755 -32 -0540
1 b
Site coordinates (in decimal degrees)
I Latitude 35 8153 Longitude -78 4848
1c
Property size
2233 acres
2
Surface Waters
2a
Name of nearest body of water to proposed project
Beaver Dam Creek
2b
Water Quality Classification of nearest receiving water
c, NSW (1 mile west of site
2c
River basin
Neuse
3
Project Description
3a
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application Undeveloped, but part of a future Phase IV Single Family Residential Subdivision that was approved
years ago and grandfathered from stormwater policies per meeting with DWQ several years ago
(however spreaders still required)
3b
List the total estimated acreage of all existing wetlands on the property
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
3d
Explain the purpose of the proposed project Town of Knightdale aerial greenway boardwalk through buffer
3e Describe the overall project in detail, including the type of equipment to be used
Proposed request is for a required Town of Knightdale greenway trail
4
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑X Final
4c
If yes, who delineated the jurisdictional areas?
Name (if known)
Agency /Consultant Company
Other Spangler Environmental, Inc
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
BNK does not have this information, dust wetland and buffer files from Spangler I have attached 401/404 Permits that were issued for this
project several years ago
5
Project History
5a
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
5b If yes, explain in detail according to "help file" instructions
See attached 401/404's
6
Future Project Plans
6a
Is this a phased project?
Q Yes ❑ No
6b If yes, explain
The proposed greenway trail is located within the last phase of the project, Phase IV Village at Beaver Dam
Page 3 of 10
PCN Form — Version 1 4 January 2009

C. Proposed Impacts Inventory
1 Impacts Summary
1a Which sections were completed below for your project (check all that apply)
❑ Wetlands ❑ Streams — tributaries X❑ Buffers ❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
Wetland impact
number
Permanent (P) or
Temporary T
2b
Type of impact
2c
Type of wetland
2d
Forested
2e
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes /No
-
W2 -
Choose one
Choose one
Yes /No
-
W3 -
Choose one
Choose one
Yes /No
-
W4 -
Choose one
Choose one
Yes /No
-
W5 -
Choose one
Choose one
Yes /No
-
W6 -
Choose one
Choose one
Yes /No
-
2g Total Wetland Impacts
2h Comments
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
Stream impact
number
Permanent (P) or
Temporary (T)
3b
Type of impact
3c
Stream name
3d
Perennial (PER) or
intermittent (INT)?
3e
Type of
jurisdiction
3f
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
S1
Choose one
S2
Choose one
-
S3 -
Choose one
-
S4 -
Choose one
S5 -
Choose one
S6 -
Choose one
3h Total stream and tributary impacts
31 Comments
Page 4 of 10
PCN Form — Version 1 4 January 2009

4 Open Water Impacts
If there are proposed Impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then indivi ually list all open water impacts below
4a
Open water
Impact number
Permanent (P) or
Temporary T
4b
Name of waterbody
(If applicable)
4c
Type of Impact
4d
Waterbody
type
4e
Area of Impact (acres)
01
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f Total open water impacts
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a
Pond ID number
5b
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f Total
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will Impact a protected riparian buffer, then complete the chart below If yes, then Individually list all buffer Impacts
below If any impacts require mitigation, then vo.0 MUST fill out Section D of this form
6a Project Is In which protected basin?
❑X Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other
6b
Buffer Impact
number —
Permanent (P) or
Temporary T
6c
Reason for Impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
Impact
(square
feet )
6g
Zone 2
Impact
(square
feet
B1 -
Greenway Boardwalk
Unnamed tributary
No
375
25
B2 -
Yes /No
B3 -
Yes /No
B4 -
Yes /No
B5 -
Yes /No
B6 -
Yes /No
6h Total Buffer Impacts
61 Comments Pilings are 6" x 6" = 0 25 SF, pilings are 8 foot oc
Page 5 of 10

D.
Impact Justification and Mitigation
1
Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Before design started trees were located within the area proposed by the boardwalk The boardwalk design was configured to avoid
existing trees
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
On Sheet C4 3 note no 3 states that no mechanized machinery is allowed within riparian buffer Small brush to be removed by hand
No ground disturbance allowed except for portable hand held anger to set piles
2
Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a
Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑ Yes ❑ No
2b
If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3
Complete if Using a Mitigation Bank
3a
Name of Mitigation Bank
3b
Credits Purchased (attach receipt and letter)
Type Choose one
Type Choose one
Type Choose one
Quantity
Quantity
Quantity
3c Comments
4
Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from In -lieu fee program Is attached
❑ Yes
4b
Stream mitigation requested
linear feet
4c
If using stream mitigation, stream temperature
Choose one
4d
Buffer mitigation requested (DWQ only)
square feet
4e
Riparian wetland mitigation requested
acres
4f
Non - riparian wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
acres
4h
Comments
5
Complete if Using a Permittee Responsible Mitigation Plan
5a
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 4 January 2009

6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
X❑ Yes ❑ No
buffer mitigation
(maybe)
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Required greenway boardwalk
375
3 (2 for Catawba)
11 25
Zone 2
Required greenway boardwalk
25
1 5
375
6f Total buffer mitigation required
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
Payment to private mitigation bank
6h Comments
Page 7 of 10

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1 a
Does the project include or is it adjacent to protected riparian buffers identified
Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b
If yes, then is a diffuse flow plan included? If no, explain why
No
runoff expected
❑ Yes ❑X No
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
2b
Does this project require a Stormwater Management Plan?
❑ Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
2e
Who will be responsible for the review of the Stormwater Management Plan?
3
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑ No
attached?
4
DWQ Stormwater Program Review
[]Coastal counties
❑HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply)
❑Session Law 2006 -246
❑Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1 4 January 2009

F.
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
❑ No
use of public (federal /state) land?
lb
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑X No
letter )
Comments
2
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
El Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
El Yes
❑ No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
4
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
Page 9 of 10
PCN Form — Version 1 4 January 2009

5
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a
Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ❑ No
5b
Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ❑ No
5c
If yes, indicate the USFWS Field Office you have contacted
-
5d
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6
Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ❑ No
7b
What data sources did you use to determine whether your site would impact historic or archeological resources?
8
Flood Zone Designation (Corps Requirement) -T
8a Will this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes ❑ No
8b
If yes, explain how project meets FEMA requirements
8c
What source(s) did you use to make the floodplain determination?
Kirby R Bell, Jr PE
Applicant/Agent's Printed Name
Appli t/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided
2/3/2015
Date
Page 10 of 10

Name: KNIGHTDALE Location: 035'48'53.33" N 078' 28'38.01" W NAD 27
Date: 21312015 Caption: Village at Beaverdarn G/W Trail
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K Robert (Robbie) Bell,
Jr , PE, CPESC
To whom it may concern,
Mazer
Raleigh Division
4509 Creedmoor Rd
Homes
Suite 200
CONSULTING
Raleigh, NC 27612
ENGINEERS
{office 919 277 2411
6310 CHAPEL HILL
Fax [phone]
ROAD, SUITE 250,
Chris Simmeringe@beazercom
K Robert (Robbie) Bell,
Jr , PE, CPESC
To whom it may concern,
President
BASS, D , IN 8
KENNEDY, INC,
Beazer Homes Corp as hired Robbie Bell and BNK Engineers to oversee the
p g
CONSULTING
design and permitting of the Village of Beaver Dam project Mr Bell will be our
ENGINEERS
agent representing us on DWR PCN form for the boardwalk through the buffer
6310 CHAPEL HILL
ROAD, SUITE 250,
RALEIGH, NC 27807
v
PHONE 919 /851-
Sincerely, j_
4422 FAX [phone]
r
Y,�`�
TOLL FREE 8001354 -1879
Richard B Ohmann
Division President

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF KNIGHTDALE STANDARDS AND SPECIFICATIONS
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Ci cum FEET PER SECOND 0 VaSTI.0 KbUER METER
c4.5 GREENWAY PLAN & PROFILE
G CunINET DTSTWG SAN SEWRMANHOLE
CL CENTER UNE mSTWG CYAN OUl
TOWN OF KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA PRO
C5.1 DETAILS
10, POWER POLE
CMP CORRUGATED METAL PIPE - Ek)SW TELEPHONE PEDESTK
Do GLEAN T amm ARC J�T N s1 DETAILS
COM COMMUNICATION EXISIMC SIGN
CONC CONCRETE O NEW CM MET
DCV DOUBLE CHECK VALVE • NEW TMD MET R
NEW M® END SECIIDN
TOWN OF KNIGHTDALE #SU -7 -04 /S -6 -04
�
NC DOUBLE DETECTOR CHECK VALVE 1 NEW FINE NTORANT
D DUCTILE RON w NEW ffOW-0FF r55E11BLT
ESMT EASEMENT w NEW GTE VALVE
ELEC ELECTRIC NEW REOUCEF
o NEV WATER MERE
IX mniw;
NEW TEE
FES FLARED END SEC NEW PLUG
FH FIRE HYDRANT • NEW MANHOLE
M FORCE MAIN NEW CLEAN OUT !
FT FEET T NEW SIGN
Ay IRON ", O O
FT/KC FEET PER SEC Y BENCNWARN Q
GALV GALVANIZED T
GV GATE VKVE • • • TEMP SILT FENCE
HOPE HIGH DENSITY POLYETHYLENE -ns -nF TEMP TREE PROTECTION FENCE S
L LENGTN w • TEMP COMBIFNTIONI SILT/TREE PROTECTION FENCE
Lr UNEM FEET TEMP DIVERSION( DITOI
wH MANHOLE ♦ • DISNRBED U.ITS "
PP POWER POLE - ... _...- SiTRFiUI 4 -'
PrC POLYV CHLORIDE
IXISTMC Gs LINE
R RADIUS - - - - - - - EYJSTMG COMMUMGTONS LINE SIT
A ■ . OWNER:
R/W RIGHT-OF-WAY - - - cw - - - m.� - N'.lWSTNG UNDERGROUND NELEPNONE 8 v
RED REDUCER , , ATTENTION CONTRACTORS
-- - -- ENISTNC UNDERGROUND ELECTRIC BEAZER HOMES
RCP REINFORCED CONCRETE PIPE aE ar
- - - - - EXISTING OVERNEAO ELECTRIC
RPZ REDUCED PRESSURE ZONE r _ _ _ , � 5811 GLENWOOD AVE. SUITE 200 T�.��_� ��„�•N•ro��» �;,;
OfTSTING WATER LINE O nr PUdk NMdM DeDMrtWnH W m1AeW an
ss SANITARY SEWER n RALEIGH, NC 27612
£NlsriNG SANITARY SEWER FORCE
b c nW ml�PO, ms
STA STATION s ss ;.: D.. Pwl.ann,q nTanNrwnWw -m
- - - - - - oas7m SANITARY SEWER L` 1 wem w rte.
TFAE TELEPHONE R Failure '• merr Bun cn IJeanme•A r aaanw of uP,nune
EXISIMC STORM DRAINAGE � CONTACT: CHRIS SIMMERING
TEMP TEMPORARY
NEW STORM LIN/JHAGE qr PHONE: [phone] PIAeroA� MAT•
TSB EwPORIRt' SEDIMENT BASIN
. NEW WATER LINE
V/G UNDERGROUND NEW SANITARY SEWER EMAIL: Chris. simmering @beazer.com Pte,,, , °;yam '„, I,r;� °��
-> >-
WCR W1EELCHAR RAMP �� TMUnPA..onHAin wNCNO WNan •R
n ry NEW GAS THAI SEWER FORCE MAN E
W/L WATER LINE e e NEW Cd5 MAIN
WM WATER METER e ............. N HANDICAPPED ACCESSIBLE ROUTE
YI YARD INLET ,{L
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
WITH THE ACCEPTED POLICIES OF THE TOWN OF KNIGHTDALE,
AND UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS
AND SPECIFICATIONS
CONSTRUCTION NOTES
I. AL CONSTRUCTION SHALL M IN ACOOIOMICE WITH APPUCMI E MUNICIPALITY ICTALITY SIA N ARDS.
SPECFKATONS. AND DETALS. WORK N THIS PIIOECT SHALL ALSO CaETNN TO THESE PLANS, THE
IATEST EDITORS OF THE NORTH CAROLINA OEPARIMENT OF TANSPDRTAIDN (NCOOT) ROAD AND
BRIDGE SPEOI"CA R . THE ROAD MID MIDGE STM DARDS. THE NORTH GRCUNA EROSION AID
TSE H R CONRO. HIJNNOaE. YE NORTH CAROIIA, EROSION AND SEDIMENT CONTROL REOAAT&M
E FINAL G CNNKIL RPORT, AND GENERAL DESIGN STANOMDS. N YE EKNT OF CONFLICT
BETWEEN MIL' Of THESE WAHIMROS. SPECIIO.TOn OR FLANS. THE MOST STI "W"U" SA!
COVERT.
Z. THE CONIRICrOR LULL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY WRING ALL PHASES OP
COMSTINICION.
S. THE LOCATDN AND SIZE OF EfOSRNO UTUIIES AS SHORN Is APPFIQ -E ONLY. THE CONIRICTOR
IS RESPONSBIE FOR HaRQONTALlY AND vFRIMAALY LOCATING ANO PeCRECTINC ALL PUBLIC OR
PMNAE UTILITIES; WITCH LE N as MAMiNT ro THE CORSIRUCTION SITE AT LEAST Ne HOURS
PRIOR TO ANY DEMOLITION. OMDIN w OR OONSIRICIIOI ACTWTY. THE CONTRACTOR SEAL ROPY
THE NORTH CMIONA OE-(HL URINES LDGATDN SEiNRE (I'M) AT 1- •JO -eJ2 -1919 Fat
vROPEn IOENTIFICATDN OF IDISTNG UTILITIES WR- THE SITE.
A. THE CONTRACTOR SHALL SAVAGE AND PROTECT ALL EIOSTING POWETI RTES. SIGNS. MANHOLES.
`C,-elf RISERS, WATER VAVES M. OWING ALL CONSTRUCTION RAYS. THE COHIRILIOR
SHNL eEPAIR, AT HIS OWN EAPENSE. - EESTNG URREIS DWMTD WRING CORNSTRVCTan.
5. TRAT1C OONIROL ON PANIC STEEDS S ALL w IN OOIEOIBYNL£ WITH THE TUNIC COIRIAL RAN
T11E 'M
rNNSPE OF UINIaR1 1TIiFC COMTIOL OtMCR" AJD A5 FINTIIOt aRELTEp BY CRY AD
STAR LEGars.
e. ANY pSCRPMKE3 Faro SETW EN THE O Me COGS AND SPECEIUTONS AND SITE COIDRIONS OR
NIY NLO951iSICN3 DT AHBIGNIIES N ORAWRS OR SPECTfIGTI0I15 SHALL w IMEDNTELY
R'wNm m THE ETWEIEu, IN WRIRO, WED SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR
MNIOIRES. WORK DOTE BY THE CONTRACTOR AFIEII HIS aR'OAERY OF SUCH dSGEPANOES.
NNCOxSSIDIaE3. OH AINNIII11E5
SHALL ff DONE AT THE COTRADTOR'S RSN.
1. A PRE- OOMSRIICIION CONFERENCE STALL BE HERD PRIOR TO THE STAN OF CONSTRUCTION. THE
CORRACTOi 91A11 ARIaNGE TIE HELTNNG CORN nE C11Y ENGWIEp•D 0IA9a1.
d. CONTACTOR R RESPDN9NE FOR VEN6YeD AL RETARED POiRS ANO APPIDVJL9 PRIOR TO
cnM1MDNCxNC wNSTRtJOTION.
9. ALL AEE6 SYLL BE GRADED FOR P091NE ORAMAGE AND IS SHOWN ON THEME RARE. THE
CONYV O 4WL MANTMN ADEQUATE 91E DR NMGE DOAO ALL PHOAMi OF CO SINICIOH. THE
CA11RKlan SHALL USE %T FENCES (OR OTHER METHODS ALTROED ff IRE EN.WEMR AND
APPUCI WMICTPAARTI AS WOUND TO RIEVEM SILT AND NlNSTRLIC110N DEN" FTOM SLOWING
ONTO MIIa]NT PROPERTIM CONRACroN SIIAAL COMPLY TRH ML APPLCM(E FFDDAI, STATE OR
LOLL Eo90N, CONSENNATON. AID SATATON a"We"MTS. CaRRµTGE 91NL RpMOaE ALL
TEMPOPNT' EROSION CONTROL DEVICES - COMPILTION OF PEIeMNENr OtAWNIi.E FACIUIIES MD
THE ESTADU9IMEIR OF A STAID OF GRASS OR OTTER GROWTH To REPENT END9JIH.
UL THE CONTIMCFat SIHALL Q AND GRAB Y E SITE AIO R COMPACT, AND MGSTRE CONDTION
NL FLL PEN
THE PROJECT GEOIECIIKK ENGNEDfS SPECIFICATIONS. THE FILL MATCRAL TO BE
USED SEAL ff APRO+ID Br THE GEOEONHL DIGIIEET PRO, TO PVCFM 1
I1. MATERALS USED TO COI6RLIL.T FEMBANIDMRNrs FOt ANY PURPOSE. BACKRUL AROIRI DRANAADE
STRUCTURM OR N UTILITY TRENCHES FOR ANY OTHER DEPRE190R R.OAWO FILL OR BAaa1LL
SHALL m COMPACTED TO 95W a IIAINIIAA DENSTTY AS DETERMINED BY THE STADAO PROCTOR
ZEST AS SEr OUT N ASMM STANOMO Oes SIDE BAGUEL SILL ff OOMPKIED ro 95W
11AIMN OE1191Y K ffIE1eM1ED BY nE YCaiED PROCTOR TEVT 15 SET OHr N /STET SrAINWID
01551 . TE C9NIRACIOR 9WL PIeOT ro Arc OPDUTKNS NWAVNG FNDIIG ORR BMIOe1ND,
SURIr TE TEATS OF TE PROC101 EST TOGETEA WTH A CEATFIdipN TNT TE 50. TESTED
rs rEpRESeNrATNE O' TE WTEWALS ro ff USED aR TE PTOIECT, 1E515 SIlM1 ff CaNOHJGED
BY A
PROEESS&KT ENGINEER S N PRESS N IING THE AI AID TE CFRR%U�llaS MALE BY A UCOISED
LABOUTORY.
Ix. PIDPOiD GOTaIrs AND GUTTER Ge1DIENTS ARE APPROI•ATE PROPOYD SPOT ELEVATIONS AND
eu•DWAY RDFEFS/LIPFAFIEVATDNS ARE TO ff USED N CASE OF OSCREGAJET.
IJ.
THE COHTRN;IOR 9VLL R:MEW. VETWT AND COORDINATE ALL DIMENSIONS SHOWN ON F'LY6.
NCLUONC TIE NGSxafTAL AND VERTIGL LDGTON OF CURS INLETS AND GKAE HALTS AAD Al
UERIR umsa¢ THE STORM SEWDII PRO, TO STARING PROJECT.
14. AL ORB JGNTS LULL EITEIO THROIa THE GIN. MNNUI LENGTH OF OFNSET JOINS AT
RADIUS POINTS 5 1.5 FEET. AL JOWnS SML m SEALED INTH JOINT SEUNT.
15. AL HADDAP RJMP9O. STR-W AND PAA]NNF MNTa05 SSWL COFEORM TO AA
N"OUMEIORS AD THE "NORTH CARD NI, STATE BU11.0110 CODE. `AL. 1-C ACOESSIBIIITY CODE
Is. GREEN 51HAL vTOVDE FFNONG AND OTHER SAETY MFALIPES NET£55ARr NANO AROUND ANY
PROPOLD SroRN.TER WMAOENDR MULNES (Paps. WERAHOS. ETC.) WTANNO PROPER
PERMITS SOUL ff THE RESPONSBEITY OF THE OWNER
VICINITY MAP
N.T.S.
IT. REFANNC WALJ IXCEFOIG JO NOES N HEIGHT 9WL. INCLUDE FALL PROECION N THE FORM
OF A HANDRAIL OR FENC IG ON THE HIGH 510E OP THE FEW" WM -
Is. RATER COMPACTION OF ILL FILL 90.5 PLACED ON SITE LIALL ff THE RESPOrNSBIIIIE OF THE
COIIPACTOL caHIVACTIDN SNAIL ff ADEOUATE TO LRPOer THE PROPOSED USE OF Mew, IN
WHICH FILL S ME NA ®. THE CONDUOIVI LULL HIE A GEOTEpYNAL ENGINEEFt ro TEST
MID YURIFY THAT COEPNCTION IS MR:0.MTE FOR THE Peo`O ) USE OF N THE AREA OF FILL
R.M.9E•1T.
19. AIL CONTAN a TO P11ANY A SIHAl OF IT FALL OOWLLMICH CORN GJRENT ADA SEND THE Ii
TE COIIIRACTM NOTES ANY ASPECTS OF, THE PROJECT WHICH ARE NOT IN COMPANY W. THE
ENGWNEDR 5WLL ff IOIFED PROM ro AIE SUCH AR WON BFtA PQ60•BJE NO WORE
REFIAR AT THE THE EONTNCTOR NOTES Llal A NOn COHNPMIAIICE rs SUBJECT ro IEMOVA ND
R]WR AT T11E OONTUOI01'S EtRQNSE
20. THE CONTRACTOR OR OWNER SNARL EMPLOY A CEOIECMKAL ENGINEER To TEST AL iJIN sKsEN S
RAND Till PLMAIOMI FOR PRaPDI COPMTIOO THESE CNPACTION 9NLL ff POI T11E
GEOfELTeNAL ETIGRNEE" SHALL EIOAIONS OR nESE BANS. WHIPEWR 5 MORE COMPHr.
TO A D NSTY OF PODS THAN ff RMFD N 5 MCN LOOSE DRYERS AND DEN I ff COYMOISTU
ro A NT 0, R No TWO THAN 95W OF NT SOF, THE PROCTOR IMAJw DENSITY IN A MOISTURE
CONTENT A a OI - 1W0 PEM9NTNZ PONDS a' THE OPTIMUM YOSTIE CONTEXT N
MI ACYWRE
WITH ASIMM M9e. TIE CaNTRAnoR SHALL TAE 1+lWY_RAPTHS 6 TE CA. T
SIRK'NRE AT ALL AT NL RAAYS R INSTAW110N ND SNML RETAIN WITH GEOEMRICK 1E51YD
GATA ,ERE mNTRCIpa LULL ALSD PETAN All swPPIO IEGaRms Aw 9PELWIUTMNS FOR THE
OINIEr THE MUM W1pWS NO 5'TTIICRWES. AL 6 THE AWJE DATA IE SE REGRIND R
PMR ar TIE . THE O TRACTORS PROCESS R CALL ff MADE ENTATAE ro nE ENESTS
AMMN IKE UPON THE CONTRACTOR AID OWNER WAIL wVE DOCUMENTATION ar THESE TEST
AWJtANE LND11 ff01lESr.
x1. 1ErANMG WRLS
SHOWN HEREIN SHAL IE OESDNED ff A QUNJFIEO PLIOFESSOFLIL ENGEEDN WITH
EN4RIQIEE OESIGIID REbWRO WNls. Ar LEA} IA wn PROn ro ffaIINWNG CoNSmUtTIOx
a RETARD WAUS. nE COrNIRALTOe 91ML CONTACT nE aWHIERS O:pTECHNCIL DDemt ro
SCIIEDVIE AND IpOIIpIATE NL MPLOAME IISPECIIOINS. TESTING. AAD VE1WW)VON lECE55AR!
al-G IETANNG WALL CONSTHUCION. THE GEOEEIM' L flWTIRN 91111 PRD�EIE GONRAIWS
NSPECIIpE IESTID ND VWFICAnON STN TE ORATION ar YTNr•O Wµ1 aNSTRLIC110N.
RNaPVM SiINEDUIING. OEGITOC AD RzaID IEwNC FOR ML Yau.ED NSPECT1pNS. ESTNG.
MID VERF10Al101N 9ML ff TE R4oN9BITY ar TE CONRUCTOR. 9.IC11 RECaN05 WW1 ff
PETANm ARD WALL ff PHO.10ED ro T11E OWNER AD BASS, NINON a ImIIEDI, NC. ML
MORIIOIeNG, TESTING. ARD VFNeFIGATION SHALL CarEORM ro nE Ilo9r RI:cENr vFR9oRN a' THE nc
AIIDIIG CODE CHAFER te. SECiN)II 1509 ON ilE WALL Of51GN ENGHfTnY SPECW1GMIa5.
wHICYEVm 5 MOTE STTWDDIT.
�t\ON Lusr pp.�,,
FFfifi Ot \CITY p,�lA�
Q fe O
3 4�
eETFE YOU old
CONTACT OE -GILL CENTER
1- 11100- 02-4949
of Knightdd:° C to the Ir-uE of m'y IvlNeoWieeddaa d DMI:F Itg.1n for to a�
gu'vNn to eataNilled ✓n the Standard SpedBepfane of he Taws of
Knlghldale.
9y. Date
Wem pl-ts oren�gapptm-d by the Town of Knightdale and serve as caneWclian
Bye ec Do":
Ad�- r�-
Tow1 A'Vpravd StaRldarde Sfld Cantral. In the event f a slat 1, 1.
between Mesa eWCtbn d'awNygyyg d the Town F Knighfddas Approved
slnnaara. r« Nh project, Ma Appr or shall c ,trol.. too- oT aKpn 1=11"
fa the F,a;,VXY d� shall m)Dp,uludahlnalltf mita' table y�alposmpcm'd'uaa avermlt, earubdlVpiso,, pl-.
ANacaliali drNSi�LpM teaallonOerae�, -L&+ll ae Town of KnlggTtdal ant UdalrE
SpZflwtlon and Details Manuel _4 appllmde proWalans of tha North Card M. Stale
Bu 9ding Code.
ENGINEER:
• ©©
PLO:.
E'u2Jy '��
SES�
�aOC
.•ti E
BASS, NIXON & KENNEDY, INC. oY cISEL �
CONSULTING ENGINEERS BE ^•'
6310 CHAPEL HILL ROAD, SUITE 250
RALEIGH, NORTH CAROLINA 27607
TELEPHONE: [phone] or (800) 354 -1879
FAX: [phone]
CERTIFICATION NUMBERS: NCBELS (C -0110)
NCBOLA (C -0267)
CONTACT: K. ROBERT BELL, JR., PE CPESC
EMAIL: Robbie. Bell @BNKinc.com
20150167
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F E W/SILT SILT FENCE
\ \ \
4� FENCE CO __
FROM A 8 — \ \ `
,l,. MLE CREE1AFitY O. OF 10 MIDIRDINAL 'PUBLIC
Bou 2091 PG e.0 GRm1NAY EASEMENT
ty
`1 NO KN PO' PUBIC I A OF \ 9
K CREENWAY \ Q
PAW. 10• (Y EACH SIDE) f Knightdale, a d to tM b oeC of my kn MW9 ~a d beli�l a °EOnrann. to th."" \ '\
PUBLIC TORN OF MIGHTDALE \ iremente eaiabliehed in the Standard $paciflcaiions or �hle Town of \
\ `\ `1 • - _` GRED AY EASEMENT rKn�ghtdola. \
Bou,vms JE�Dp
STAGE EK wEw aG0PLp1l. BY T � Date: \\ \
211.3! SHADED ILEA FtE➢RESE)•/IS PREVKKIAY Thosa pi or pp wd by the Town or Knightdale and verve as construction \
RECORDED GREDMY FASELENT Plana (w U11e Pro)ect \\ \
bf BY Date: \ Administmtw
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AS OF JANUARY 1, 1933, NORTH CAROLINA STATE LAW
u
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
pq
�
OUI MLAWI
EOUI ENT ON HIGHWAY RIGHTS -0F -WAY, PRIVATE
.•1N � R�••
UTILITY EASEMENTS, OR SPACES TO NOTIFY ALL
TY
r�o GFES52
UTILITIES TING (2) WORKING NG DAYS PRIOR TO DIGGING.
I
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTER OF STRUCTURE.
E3
CONTACT NORTH CAROLINA ONELALL CENTER
ism r E
PRIOR TO ANY CONSTRUCTION. (300)B.l2-.We
� i
ALL STEIUCRIRE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
'r
z
WETLANDS AND FLOODPLAINS EXIST ON SITE.
LEGEND
a
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¢ y
?y 8
® SIT� �
FENCEouTIET
°
\
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m
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TEMP SILT SOOT
� �a
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N
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YW Wp
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�— TEMP DIVERSION g TLl1 (LINED -SEE DETNL)
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NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
WITH THE ACCEPTED POLICIES OF THE TOWN OF KNIGHTDALE,
Q Z
AND UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS
m O1 O
Z .4 -
AND SPECIFICATIONS
N O m Z V
A=LL
3
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NV
W
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x
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PROPOSED PRORIE CENTERLINE
Q W m
EXISTING PRORIE CDOERLINE
— — EXISTING PROFILE ALONG R.O.M. LEFT
M F U
Y/
— EXISTING PRJRLE ALQNG R.O.N. RIGHT
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iUIP SEDIMENT SASH
TEMP CONSTRUCTpN ENTRANCE
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�— TEMP DIVERSION g TLl1 (LINED -SEE DETNL)
O
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- • TEMP SILT FENCE
sr TEMP TREE PROTECTION FENCE
— . OF D.
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ITS THE
AS 01 1ANUARY 1, 19Mf, CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING -DF- MECHANICAL SPACES TO
UTLIMEEASEMENTS, TWO I WORKING DL YS PRIOR TO DIGGING ALL
/ r
i �m ALL PIPE LENGTHS ME MEASURED FROM CENTERLINE
OF STRUCTURE TO ENTER OF STRUCTURE.
CONTACT NORTH CAROLINA ONEIALL CENTER
_ //\ �/7/ �� -•4\ A PRIOR TO ANYCONSTRUCTION. (Nlo) 8.T2 -4949
E9
`` \ \` "'�,..— '• / � \ \�� SI ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
SILT FETICE.. ��.. . \. `— ROAD TO CENTER OF STRUCTURE I ,
OVREr OEVLE SILT FENCE V1 \., \.. % i .�• \\
^ \..
\
cK enf
ROM CHECK
DAM
e SILT FENCE O(lOPl.UN
2 OUTLET DEVICE
a O1O
— , Z N �1
7 � m
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PROP. I ADpi1pY1 \ b' an of 1¢Yt1GAl
PUBLIC OF S4Y3"to EASEMFM _
NNKiRNTF 'AY O.B 9<IB PG ]B2 __-
EASEMENT B.O:N, 1001 PG. 803 \
.,� AAD 10 NW OF KAK,IBOFJE
R@
B.O.M. G 200 7 06,4•T3 J m
pWII a gn ma sen y . 9 near or e o () O U z U
of Kni9htdale, d to the beet of y kno ledyQ a d D the t (artna to the
Kn o O —
\ .m.nta aatablbhed in Me Steno s"pR&I.Hma of 1e. ieWn ar cp O xa F
Knigntaole. Q ° J M
Twl 15° 117: �` �\ J/ .✓ / / / BY. Date: W W O
\ �6'Gw . 10.Rii Q110M 11 /IB�b6 \ \ — a. <a ~
These of Yad by the Town of Knlghtdole and se-a net -tion
010 PER PIPE . 7JLTE / / /� plans er this pro t. u G
S 1.011 ~ \ Y
la 20 ff* - -- LACE MOODY CLASS '8" TF -m , / / // +\ BY Dote:
NV. N - - \ Ri /
MV. DII1 . iB1A \ 1EW POOI. OFU$F�C�� ILF FABRIC / / qp� /\\ \
V. . B.� I/6 \ CYNR+W CIWICON k \ \ BASE 480-4° B• - 13• DEEP / \ \ JEIRBFFN 175WII CAIQON
RN 1786311948
L- 1 R MN:UEL CASINO \ \ / - / / \ 4d BK 1473D PG 817 \
• . lE R \ RN 1]%313839 \ ii \ / J TNF -BRAND CROUP INC L \\
118E �S, DF C7M6 'B• RP -RM g3 AlOR PIO BK 117]3 PG 406 \ ROM R. DENIY \ RN ITSSGnup \ \
r. D31N . IB•, USE 4;OIEINILE 1W ®C- \ \ \y \, \\ 1]3331 26�' BK 14029 PG 2]03 \ \
RECORDED R�
DED CR RE EASEMENT PREr`AOUSLY °•N'CA R p T
N
GREENWAY
W N
SCALE IN FEET W 4 LL LL
0 10 20 40 EO e0 y x
r
7
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\ "•..R Bw..✓�
PROPOSED PROFILE CENIEIAWE
- IXIS111M PROFILE CENTFJRINE
—AR— EXISTING PROFILE ALONG R.O.W. LEFT
— EKISRNG PROFILE ALONG R.O.W. RIGHT
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PA ELEV - 2{9.27
CROSSING w/ BOTTOM OF
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'� PN ETEV - 251
PROPOSED
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ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
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PA ELEV - 2{9.27
STA - 12+07.59
ELEV - 252.19
Zi _ _ .. _
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'� PN ETEV - 251
PROPOSED
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T"LtUU
IJtW
lqt VV
ITS THE LAWN
AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUITY ENT Hil F-VVAY, PRIVATE
LOW R SO, - 11+09.35 HIGH
LOW PT EIEV . 213.92 MOH
STA - 12 +10.09
PT ELEV -25215
`
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTER OF STRUCTURE.
P LOW PT STA - 1N9
L0W PF EJEV - 251
.b
_
PRIOR TO ANY CONSTRUCTION. (600) 800) 8.12 -6919
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
W SO, - 11 +73.65 PN
PA ELEV - 2{9.27
STA - 12+07.59
ELEV - 252.19
Zi _ _ .. _
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PROPOSED
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7 Q O
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Q
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255
W
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266
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
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AND UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS
AND SPECIFICATIONS
..
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245
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BY HAN. NO CROUNO gSTURBANCE
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240
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240
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AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUITY ENT Hil F-VVAY, PRIVATE
OR PUBLIC PACES
' UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
M
0 w
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NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTER OF STRUCTURE.
Eg
CONTACT NOR THCAROLINAONE CENTER
PRIOR TO ANY CONSTRUCTION. (600) 800) 8.12 -6919
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
U
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PROPOSED
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NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
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AND UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS
AND SPECIFICATIONS
WETLANDS AND FLOODPLAINS EXIST ON SITE.
6
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GREENWAY
1T5 THE LAW I
HIGH PT STA . 15+39.42
AS OF JANUARY 1, 1960. NORTH CAROLINA STATE LAW
o
lD1T PT STA - 17 +37.81
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
HIGH PT STA - 17146.66
FO' ply OF
SALSEIE EASEII ]
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32 1755320540 \ \ t\\ I •'(- \ / I� 1 I n�x'�RhP' \� I 1
GREENWAY
99A
1T5 THE LAW I
HIGH PT STA . 15+39.42
AS OF JANUARY 1, 1960. NORTH CAROLINA STATE LAW
o
lD1T PT STA - 17 +37.81
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
HIGH PT STA - 17146.66
EOUIPM ENT ON HIGHWAY RIGHTS-OF-WAY. PRIVATE
;
G 23
TY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
M
LOW PT STA - 19 +74.1
UTILITIES TWO (2) WORKING DAYS PRIOR TO DIGGING.
I
0
HIGH Pi El_EV . 251.72
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTER OF STRUCTURE.
R. BE\>'' '
ONECALL
CONTACT NORCONSTR
HIGH PT ELEV - 248.28
CONSTRUCTION. 1 -4049
PRIOR TO ANY CONSTRUCTION. (800)852 -1849
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
HIGH PT ELEV - 246.52
R
i0L)
LOW PT ELEV - 20.6
M STA - 19+66.B9
ZN $ "
PO STA - 15+54.37
N
0.
W STA - 17+18.76
>W o
PVl STA - 17+67.40
(3 W �U
W7 �Z
(� j
N ELEV - 246.87
ZO
251.82 -.
AD _2.66{
ZZ
__ - -.
_ - - - - _.. _ -..- ..
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PVI ELE'' - 248.29
AD -2.37f
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-
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W Z do=
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O"w m
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-
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IW. - 245.00
TIE INTO EX. RIP -RAP DISSIPATION
as n w r e o
of Knightdale, and to tha lroat of my knoWsdge and Delief. it9conf 4 to New
a�/w/ J m
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17.85' vC
By. Date:
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An o O LL
vQ�
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far Nis
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42.62' W
pions protect.
M w V
LY ~
BY Date:
Xann-
`
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15+00
16+UU
77+OU
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PROPOSED PROFILE CQl1ERUNE
- - - EXISTING PROFILE CENTERUME
- - EXISTING PROFILE ALONG R.O.W. LEFT
-.n- EXISTING PROFILE ALONG R.O.W. RIGHT
'm
z
HIGH PT STA . 15+39.42
o �O ESSRD
n�y'rys,
o
lD1T PT STA - 17 +37.81
y
HIGH PT STA - 17146.66
HIGH PT STA - 19+40.41
;
G 23
°
2
LOW PT STA - 19 +74.1
0
HIGH Pi El_EV . 251.72
R. BE\>'' '
LOW FT ELEY . 246.28
HIGH PT ELEV - 248.28
HIGH PT ELEV - 246.52
R
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LOW PT ELEV - 20.6
M STA - 19+66.B9
� O
PO STA - 15+54.37
N
W STA - 17+18.76
PVl STA - 17+67.40
PA STA - 18+51.51
PA ELEV 240.W
N ELEV - 246.87
251.82 -.
AD _2.66{
__ - -.
_ - - - - _.. _ -..- ..
PN ELEV - 248.27
AO - 2.20%
PVI ELE'' - 248.29
AD -2.37f
-
AD - -0.90%
AD 2.95%
K 18.00
K- 16.00
K- 18.00
K- 18.00
K -8.27
21.36' VC
17.85' vC
39.64' VC
42.62' W
16.20' VC
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PROPOSED PROFILE CQl1ERUNE
- - - EXISTING PROFILE CENTERUME
- - EXISTING PROFILE ALONG R.O.W. LEFT
-.n- EXISTING PROFILE ALONG R.O.W. RIGHT
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
WITH THE ACCEPTED POLICIES OF THE TOWN OF KNIGHTDALE,
AND UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS
AND SPECIFICATIONS
WETLANDS AND FLOODPLAINS EXIST ON SITE. Q
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AND SPECIFICATIONS
WETLANDS AND FLOODPLAINS EXIST ON SITE. Q
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GREENWAY
r�
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ITS THE LAW I
AS OF JANUARY 1, 1984, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS -0F -WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTLITIES TWO (2) WORKING DAYS PRIOR TO DIGGING.
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE M CENTER OF STRUCTURE.
CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. (500) e32-4&19
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
LEGEND
®
LOW PT STA • 20,49.59
I FENCE OUTLET
STLTP
®ft
TEMP WATTLE
LOW PT ELEV - 249.45
TEMP SILT SOCK
C3TEMP
INLET PROTECTION
M STA - ZD+54.M
AND UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS
TEMP CONSTRUCTION ENTRANCE
v
TEMP DNERSION DITCH (UNED -SEE DETNL)
AD - 0.55
K � 15.00
`8
.n
TEMP TREE PROTECTION FENCE
°
0
935' VC
—w
TREE PROTECTION AND SILT FENCE
QQ to established of
Knightdale.
j
W
Lit r
w �
U
These pt to are thee Tom of Knightdale and serve as carat —tion
pans t
L'
YYr
Q Z
a
BOLLARDS ME TO BE PROVIDED _
��
W
W
T THE TRAIL �THET
AEOGES
255
^
Y
OF % ENTRANCE
255
S
WITH BOULDERS.
a
yQn
SIDEVIALK
250
250
PPA
f (�
245
245
VERTICAL: 1' =Y _.
a
g HORIZONTAL. 1' = 20'
8�
CENTERLINE
240
ELEVATIONS
240
w
zD +oo n +uu
L'L+uu
ITS THE LAW I
AS OF JANUARY 1, 1984, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS -0F -WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTLITIES TWO (2) WORKING DAYS PRIOR TO DIGGING.
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE M CENTER OF STRUCTURE.
CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. (500) e32-4&19
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
LEGEND
®
I FENCE OUTLET
STLTP
®ft
TEMP WATTLE
do..se
TEMP SILT SOCK
C3TEMP
INLET PROTECTION
TEMP SEDIMENT BASIN
AND UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS
TEMP CONSTRUCTION ENTRANCE
v
TEMP DNERSION DITCH (UNED -SEE DETNL)
• a
TEMP SILT FENCE
.n
TEMP TREE PROTECTION FENCE
°
0
UMITS OF DISTURBANCE
—w
TREE PROTECTION AND SILT FENCE
rtiN'C A'^R'a.
=��Of ESS y•�
3
PROPOSED CENTERUNE
FISNC PROFILE CENTER LINE
—Ela NO PROFILE ALONG R.O.W. UST
IXISTING PROFILE ALONG R.O.W. RICH
Fq
1
d u4
Z(n SG9
}W z =o
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WZ WLL._
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WETLANDS AND FLOOOPLAINS EXIST ON SITE.
C
G
?
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
Q
O
WITH THE ACCEPTED POLICIES OF THE TOWN OF KNIGHTDALE,
AND UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS
J
v
AND SPECIFICATIONS
cc
I=..
a
Q
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j
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These pt to are thee Tom of Knightdale and serve as carat —tion
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L'
By. Date:
Q Z
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EOUPMENT OR TIPACK AFTER SEEDING.
r. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR Ml&. .
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SEEDINGRATEs,
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• APPLY: AGRICLITLRAL UMESTONE -3 TONSIACRE
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GENERAL NOTES:
GENERAL: ALL NOTES ARE FOR SUPPLEMENTING
THE PDk—NB AND SPECIFICATIONS AND ARE IN NO
WAY TO BE CONSIDERED AS EXCLUDING ANY ITEM
IN THEM.
1. ALL WOOD TO BE PRESSURE TREATED
SOUTHERN YELLOW PINE (SYP) NO. 2 OR HIGHER
2. PRESERVATIVE PRESSURE TREATMENT TO BE IN
ACCORDANCE WITH AWPA STANDARD M4-06 &
U 1 -07 AND MEET THE FOLLOWING REQUIREMENTS:
DECKING, HANDRAILS AND JOISTS: UO3B
POST & PILES: UC4A
3. ALL FASTENERS AND HANGERS TO BE HOT
DIPPED GALVANIZED (AT A MINIMUM)
4. FASTEN JOIST HANGERS PER MANUFACTURER'S
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(4) 1 OD COMMON NAILS TO JOIST
(4) 1 OD COMMON NAILS TO BEAM
5. DESIGN CRITERIA PER AASHTO:
LIVE LOAD: 85 PBF
DEAD LOAD: 20 PBF
SNOW LOAD: 15 PSF
WIND SPEED: 100 MPH
HORIZONTAL WIND: 35 PSF
VEHICLE LOAD: 5000 LBS
6. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT
POST LOCATIONS
7. ECONOMIC SUBSTITUTES MUST BE APPROVED BY
ENGINEER OF RECORD
B. MINIMUM PILE PENETRATION SHALL BE 10'. SIZE
AND PENETRATION ARE SUBJECT TO MODIFICATION
BASED ON RECOMMENDATION OF GEOTECHNICAL
REPORT PER 1803.5.5.
9. SITE SOIL PROPERTIES ARE ASSUMED TO
SUPPORT FOUNDATION LOADS. CONTRACTOR
SHALL PROVIDE GEOTECHNICAL REPORT BY
PROFESSIONAL ENGINEER INDICATING SOIL
PROPERTIES ARE SUFFICIENT TO SUPPORT ALL
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ROJECT SHEET
SBO14171 I S 1
(2) 2X1 O OUTER BAND
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(2) 2X1:
GENERAL NOTES:
GENERAL: ALL NOTES ARE FOR SUPPLEMENTING
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WAY TO BE CONSIDERED AS EXCLUDING ANY ITEM
IN THEM.
1. ALL WOOD TO BE PRESSURE TREATED
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2. PRESERVATIVE PRESSURE TREATMENT TO BE IN
ACCORDANCE WITH AWPA STANDARD M4-06 &
U 1 -07 AND MEET THE FOLLOWING REQUIREMENTS:
DECKING, HANDRAILS AND JOISTS: UO3B
POST & PILES: UC4A
3. ALL FASTENERS AND HANGERS TO BE HOT
DIPPED GALVANIZED (AT A MINIMUM)
4. FASTEN JOIST HANGERS PER MANUFACTURER'S
SPECIFICATIONS:
(4) 1 OD COMMON NAILS TO JOIST
(4) 1 OD COMMON NAILS TO BEAM
5. DESIGN CRITERIA PER AASHTO:
LIVE LOAD: 85 PBF
DEAD LOAD: 20 PBF
SNOW LOAD: 15 PSF
WIND SPEED: 100 MPH
HORIZONTAL WIND: 35 PSF
VEHICLE LOAD: 5000 LBS
6. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT
POST LOCATIONS
7. ECONOMIC SUBSTITUTES MUST BE APPROVED BY
ENGINEER OF RECORD
B. MINIMUM PILE PENETRATION SHALL BE 10'. SIZE
AND PENETRATION ARE SUBJECT TO MODIFICATION
BASED ON RECOMMENDATION OF GEOTECHNICAL
REPORT PER 1803.5.5.
9. SITE SOIL PROPERTIES ARE ASSUMED TO
SUPPORT FOUNDATION LOADS. CONTRACTOR
SHALL PROVIDE GEOTECHNICAL REPORT BY
PROFESSIONAL ENGINEER INDICATING SOIL
PROPERTIES ARE SUFFICIENT TO SUPPORT ALL
LOADS.
CRETE PAD OR
IL BY OTHERS
4 TYPICAL END OF FOOTBRIDGE
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I DATE: 11.05.14 1
ROJECT SHEET
SBO14171 I S 1

4 BASS NIXON & KENNEDY INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPE=TY RIGHTS IN THESE PLANS. THESE PLANS ARE NUT TU BE REPRUUUCtU (;HANULU OH cUPItU IN ANY 1-UKM UH MANNtK YVHA15UtytK M!`,)H Alit 1 MtT 1 U tat AbblUNtU 1U ANY 1 KIKU YAK 1 Y WI I NUU 1 Arcs I UtS 1 AININU 1 Kt tXPKtsstU YIIKI I 1 tN PtKMISSIUN ANU GUNStN I Ur' bA5s NIAUN 6c KLNNtUY, INU.
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• ALL • • + • ' 2
ACCEPTED WITH THE POLICIES OF • OF DA
AND UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS
AND SPECIFICATIONS
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N.T.S.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS,
SPECIFICATIONS, AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS, THE
LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND
BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS,
THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT
BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL
GOVERN.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF
CONSTRUCTION.
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR
PRIVATE UTILITIES WHICH LIE IN OR ADJACENT
TO THE CONSTRUCTION SITE
AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY
THE NORTH CAROLINA ONE —CALL UTILITIES LOCATION SERVICE (ULOCO) AT 1- 800 - 632 -4949 FOR
PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE.
4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES,
TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR
SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLA9)„
THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," AND AS FURTHER DIRECTED BY CITY AND
STATE INSPECTORS.
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR
AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
7. A PRE — CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DIVISION.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO
COMMENCING CONSTRUCTION.
9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE
CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND
APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING
ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR
LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL
TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND
THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION.
10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION
ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE
USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE
STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL
SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR
TEST AS SET OUT IN ASTM STANDARD D698. STONE BACKFILL SHALL BE COMPACTED TO 95%
MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD
D1557. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILUNG,
SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED
IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED
BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED
PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY.
12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND
ROADWAY PROFILES /SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
13. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS,
INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL
UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT.
14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT
RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.
15. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA
REQUIREMENTS AND THE "NORTH CAROLINA STATE BUILDING CODE, VOL. 1 —C ACCESSIBILITY CODE.
16. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY
PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) OBTAINING PROPER
PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER.
17. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTEC11ON IN THE FORM
OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL.
18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN
WHICH FILL SGJILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST
AND VERIFY TT =AT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL
PLACEMENT.
19. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF
THE CONTACC DR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE, THE
ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED. ANY WORK
PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND
REPAIR AT THE CONTRACTOR'S EXPENSE.
20. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS
AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE
GEOTECHNICAL 'ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE STRINGENT.
EMBANKMENTS iFOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED
TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
CONTENT OF - OR — TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET
STRUCTURE AT' ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING
DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE
OUTLET STRUG URE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS
PART OF THE ' MMUNICIPALITY AS —BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER
UPON REQUES7'. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS
AVAILABLE UPO!IN REQUEST.
21. RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH
EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION
OF RETAINING WALLS, THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO
SCHEDULE ANC r COORDINATE ALL APPROPRIATE INSPECTIONS, TESTING, AND VERIFICATION NECESSARY
DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS
INSPECTION, TESSTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION.
PROPER SCHEDULING, EXECUTION, AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING,
AND VERIFICA-PON SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE
RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS, NIXON & KENNEDY, INC. ALL
MONITORING, TESTING, AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC
BUILDING CODE CHAPTER 18, SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS,
WHICHEVER IS ;MORE STRINGENT.
0
BEFORE YOU DIG!
CONTACT ONE —CALL CENTER
1- 800 - 632 -4949
BEAZER HOMES
5811 GLENWOOD AVE. SUITE 203
RALEIGH,
•
C5.1 DETAILS
S1 DETAILS.
CONTACT: CHRIS SIMMERING
PHONE: • 868-7463
[e-mail]
�t
K�l
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and /or reuse, as approved in these plans, is responsible for
contactioa the Public Works Department at (919) 996 -3030,
and the Public Utilities Department at (919) 996 -4540 at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetaryfines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible x lu ion from
future work in the City of Raleigh.
Town Chill ation. This desoign has been reviewed by the Engineer for the Town
of Knightdale, and to the best of my knowledge and belief, it conforms to the
requirements established in the Standard Specifications of the Town of
Kntghtdale."
By' Date:
Town Engineer
These plor,.s are approved by the Town of Knightdale and serve as construction
plans for cuhis project.
By. Date:
A&-ninistrator
Town Approved Standards Shall Control. In the event of a conflict or inconsistancy
between these construction drawings and the Town of Knightdale s Approved
Standards for this project, the Approved Standards shall control. Town of Knightdale
Approved Stcndards shall mean all development documents necessar for approval
for the Property includin ut not limited to, any special use permi , subdivision plan,
site plan, subdivision plaW — hosing schedule Development Agreement, Utility
Allocation Agreement, Annexation Agreement, the Town of Kniggl•ttdole Standard
Specification and Details Manual and applicable provisions of tFie North Carolina State
Building Code
11T
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AGGREGATE BASE COURSE
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EXISTING CURB INLET
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ALUMINUM
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EXISTING FIRE HYDRANT
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EXISTING BLOW —OFF ASSEMBLY
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EXISTING SAN SEWER MANHOLE
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N.T.S.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS,
SPECIFICATIONS, AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS, THE
LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND
BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS,
THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT
BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL
GOVERN.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF
CONSTRUCTION.
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR
PRIVATE UTILITIES WHICH LIE IN OR ADJACENT
TO THE CONSTRUCTION SITE
AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY
THE NORTH CAROLINA ONE —CALL UTILITIES LOCATION SERVICE (ULOCO) AT 1- 800 - 632 -4949 FOR
PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE.
4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES,
TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR
SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLA9)„
THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," AND AS FURTHER DIRECTED BY CITY AND
STATE INSPECTORS.
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR
AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
7. A PRE — CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DIVISION.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO
COMMENCING CONSTRUCTION.
9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE
CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND
APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING
ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR
LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL
TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND
THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION.
10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION
ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE
USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE
STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL
SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR
TEST AS SET OUT IN ASTM STANDARD D698. STONE BACKFILL SHALL BE COMPACTED TO 95%
MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD
D1557. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILUNG,
SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED
IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED
BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED
PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY.
12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND
ROADWAY PROFILES /SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
13. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS,
INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL
UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT.
14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT
RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.
15. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA
REQUIREMENTS AND THE "NORTH CAROLINA STATE BUILDING CODE, VOL. 1 —C ACCESSIBILITY CODE.
16. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY
PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) OBTAINING PROPER
PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER.
17. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTEC11ON IN THE FORM
OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL.
18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN
WHICH FILL SGJILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST
AND VERIFY TT =AT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL
PLACEMENT.
19. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF
THE CONTACC DR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE, THE
ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED. ANY WORK
PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND
REPAIR AT THE CONTRACTOR'S EXPENSE.
20. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS
AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE
GEOTECHNICAL 'ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE STRINGENT.
EMBANKMENTS iFOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED
TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
CONTENT OF - OR — TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET
STRUCTURE AT' ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING
DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE
OUTLET STRUG URE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS
PART OF THE ' MMUNICIPALITY AS —BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER
UPON REQUES7'. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS
AVAILABLE UPO!IN REQUEST.
21. RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH
EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION
OF RETAINING WALLS, THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO
SCHEDULE ANC r COORDINATE ALL APPROPRIATE INSPECTIONS, TESTING, AND VERIFICATION NECESSARY
DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS
INSPECTION, TESSTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION.
PROPER SCHEDULING, EXECUTION, AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING,
AND VERIFICA-PON SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE
RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS, NIXON & KENNEDY, INC. ALL
MONITORING, TESTING, AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC
BUILDING CODE CHAPTER 18, SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS,
WHICHEVER IS ;MORE STRINGENT.
0
BEFORE YOU DIG!
CONTACT ONE —CALL CENTER
1- 800 - 632 -4949
BEAZER HOMES
5811 GLENWOOD AVE. SUITE 203
RALEIGH,
•
C5.1 DETAILS
S1 DETAILS.
CONTACT: CHRIS SIMMERING
PHONE: • 868-7463
[e-mail]
�t
K�l
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and /or reuse, as approved in these plans, is responsible for
contactioa the Public Works Department at (919) 996 -3030,
and the Public Utilities Department at (919) 996 -4540 at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetaryfines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible x lu ion from
future work in the City of Raleigh.
Town Chill ation. This desoign has been reviewed by the Engineer for the Town
of Knightdale, and to the best of my knowledge and belief, it conforms to the
requirements established in the Standard Specifications of the Town of
Kntghtdale."
By' Date:
Town Engineer
These plor,.s are approved by the Town of Knightdale and serve as construction
plans for cuhis project.
By. Date:
A&-ninistrator
Town Approved Standards Shall Control. In the event of a conflict or inconsistancy
between these construction drawings and the Town of Knightdale s Approved
Standards for this project, the Approved Standards shall control. Town of Knightdale
Approved Stcndards shall mean all development documents necessar for approval
for the Property includin ut not limited to, any special use permi , subdivision plan,
site plan, subdivision plaW — hosing schedule Development Agreement, Utility
Allocation Agreement, Annexation Agreement, the Town of Kniggl•ttdole Standard
Specification and Details Manual and applicable provisions of tFie North Carolina State
Building Code
11T

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PIN 1755311948
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IT'S THE LAW!
AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS -OF -WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTILITIES TWO (2) WORKING DAYS PRIOR TO DIGGING.
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTER OF STRUCTURE.
CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. (800) 632 -4949
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
Town Cert3ftcation.. This desoign has been reviewed by the Engineer for the Town
of Knightdale, and to the besf of my knowledge and belief, it conforms to the
requirements established in the Standard Specifications of the Town of
Knightdale.
By. Date:
Town Engineer
These plans are approved by the Town of Knightdale and serve as construction
plans for this project.
BY Date:
Admi.iistrator
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PROPOSED PROFILE CENTERLINE
— — EXISTING PROFILE CENTERLINE
RWL EXISTING PROFILE ALONG R.O.W. LEFT
RWR EXISTING PROFILE ALONG R.O.W. RIGHT
WETLANDS AND FLOODPLAINS EXIST ON SITE.
NOTE: CONSTRUCTION ACCORDANCE
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AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS -OF -WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTILITIES TWO (2) WORKING DAYS PRIOR TO DIGGING.
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTER OF STRUCTURE.
CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. (800) 632 -4949
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
SHADED AREA REPRESENTS PREVIOUSLY
RECORDED GREENWAY EASEMENT
Town Certification. This desoign has been reviewed by the Engineer for the Town
of Knightdale, and to the besf of my knowledge and belief, it conforms to the
requirements established in the Standard Specifications of the Town of
Knightdale.
By: Date:
Town Eng, ;veer
These plans are cpproved by the Town of Knightdale and serve as construction
plans for this project.
By: Date:
Administrotor
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
WITH THE ACCEPTED POLICIES OF THE TOWN OF KNIGHTDALE,
AND UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS
AND SPECIFICATIONS
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FUTURE BEAVERDAuI
PHASE 4
BEAZER HOMES CORP
PIN 1755320540
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BEAZER HOMES C P
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BK 14296 PG 215
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40' CITY OF RALEIGH
SAMSEWER EASEMENT �_ : �•
D.B. 941B PG. 782 M. 002 PG. 805
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Vio = 4.0 F/S
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TIE INTO EX. RIP -RAP DISSIPATOR
IT'S THE LAW!
AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS -OF -WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL
UTILITIES TWO (2) WORKING DAYS PRIOR TO DIGGING.
NOTES:
ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
OF STRUCTURE TO CENTER OF STRUCTURE.
CONTACT NORTH CAROLINA ONE -CALL CENTER
PRIOR TO ANY CONSTRUCTION. (800) 632 -4949
ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF
ROAD TO CENTER OF STRUCTURE
Town Certification. This desoign has been reviewed by the Engineer for the Town
of Knightdale, crsd to the best- of my knowledge and belief, it conforms to the
requirements es=tablished in the Standard Specifications of the Town cf
Knightdale.
By: Date:
Town Engineer
These plans are approved by the Town of Knightdale and serve as construction
plans for this project.
BY Date:
Administrator
Lei PROPOSED PROFILE CENTERLINE
— — EXISTING PROFILE CENTERLINE
RWL - EXISTING PROFILE ALONG R.O.W. LEFT
RWR EXISTING PROFILE ALONG R.O.W. RIGHT
�e�4° C A R ����
S'S�
YGINE`��`'-
BED- �'qK ° >e
POLICIES .40TE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
WITH TH.." ACCEPTED OF THE TOWN OF t
AND UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS
! SPECIFICATIONS
WETLANDS AND FLOODPLAINS EXIST ON SITE.
SCALE IN FEET
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NOTES: r- 8. OC MAX -I
1. TOTAL DRAINAGE AREA FLOWING TO 11�
SILT FENCE MAY NOT EXCEED 1 ACRE.
2. SILT FENCES SHOULD NOT BE USED SILTS
AT PIPE OUTLETS OR IN AREAS OF
CONCENTRATED FLOW (CREEKS, 4 1 t I V Itt
DITCHLINES, SWELLS ETC.)
ScO� � FLOW OF WATER
SEOI��
?L
TO INCREASE STORAGE CAPACITY AND
PROLONG THE LIFE OF THE SILT FENCE, IT
IS GENERALLY ADVISABLE TO DIG A
SEDIMENT PIT IN FRONT OF YOUR SILT
FENCE WHENEVER POSSIBLE.
12 GAUGE 4°X4° OR 2 "X4" WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
METAL POSTS, OR FASTENED TO CEDAR OR
WOOD POSTS W/ NO. 8 STAPLES.
ULTRAVIOLET RESISTANT (BLACK) MIRIR
FABRIC OR EQUIVALENT SECURED TO WIRE
W/ METAL CUPS OR WIRE AT 8" OFF
CATER.
S
TOWN OF KNIGHTDALE SM. No.
STANDARD DETAILS TEMPORARY SILT FENCE 2,03
TOP ELEVATION OF STORMWATER _ _ _ _ _
#5 WASHED
STONE �1 VARIES
EXISTING SLOPE
�i n iGEn I= Im'
#1 RIP -RAP
VARIES
Std_\ W-
EXISTING SLOPES
- VARIES
I II f,
FRONT VIEW
DESIGN OF SPILLWAYS
MAXIMUM SLOPE 3;1
MAX. SEDIMENT STORAGE LEVEL REMOVE
DRAINAGE AREA
WEIR LENGTH
SEDIMENT WHEN THIS LEVEL IS REACHED OR
(FT)
1
AS DIRECTED BY CONSERVATION INSPECTOR.
2
6.0
3
8.0
4
SHEET DRAINAGE (ONLY)
5
12.0
REVISIONS
25
-
i
NATURAL GRADE
?
- -
CARRY APPROX.12' OF FABRIC INTO
SORGHUM -SUDAN HYBRIDS 3
-
TRENCH, COVER W/ SOIL & TAMP BACKFlLL
MARCH 01 -JUNE 01 �
�ICEA LESPEDEZA (SCARIFIED) 5
50
MARCH 01 -APRIL 15 T
CARRY 6' OF WIRE INTO TRENCH.
120
~_
METAL CEDAR OR 4"X4" TREATED WOOD
10
REVISIONS
POSTS AT 10' O.C. MAX.
JUNE 01 - SEPTEMBER 01 •
*TALL FESCUE AND 1
CEDAR & WOOD POSTS SHOULD BE 3' DEEP MIN.
S
TOWN OF KNIGHTDALE SM. No.
STANDARD DETAILS TEMPORARY SILT FENCE 2,03
TOP ELEVATION OF STORMWATER _ _ _ _ _
#5 WASHED
STONE �1 VARIES
EXISTING SLOPE
�i n iGEn I= Im'
#1 RIP -RAP
VARIES
Std_\ W-
EXISTING SLOPES
- VARIES
I II f,
FRONT VIEW
DESIGN OF SPILLWAYS
MAXIMUM SLOPE 3;1
MINIMUM
DRAINAGE AREA
WEIR LENGTH
(ACRES)
(FT)
1
4.0
2
6.0
3
8.0
4
10.0
5
12.0
REVISIONS
25
I
Ir
KEYED RIP RAP
#5 WASHED STONE
NOTES:
HEIGHT & WIDTH DETERMINED BY EXISTING
TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM FOR STABILIZATION'.
STD_.. NO.
TOWN OF KNIGHTDALE
STANDARD DETAILS STANDARD CHECK DAM 2.05
A B C
I, I
A/ B
I
/ - 8' -0° MAX
C
2` -Q"
V-6- V -8"
1._9» MIN. 1'_9� MIN..
12'
NOTES:.
1.; ALL CONCRETE TO BE 3600 PSI COMPRESSIVE ST104GTH.
Z TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. BLACK IRON, LOW CARBON
PIPE,
3. ALL JOINTS TO HAVE A 1/2" FILLET WELD.
4. AFTER INSEALLATiON. PAINT ASSEMBLY WITH BLACK ALL WEATHER ENAMEL
5. TO BE USED AS'.REDUIRED BY THE TOWN ENGINEER.
REVISIONS
DATE DESCRIPTION
S
TOWN OF KNIGHTDAI.E TD, ND.
TYPICAL HANDRAIL
STANDARD DETAILS;
TOP OF
MUST BE
ABOVE T
THE WAS
SILT FEhi[CE
OF 1Ry: =E7
STEEL FENCE- PO.
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURT WIRE FENCE AND HARDWARE CLOTH
r%A
LINT
ORTH CAROLAN
EFFECTIT E.
0113,11108
u
STEEL FENCE POST
SET MAX 2' APART
MIN, 18" INTO SOLI
GROUND
3' FILTER FABRIC
ON GROUND
ANf� HARDWARE
CLOTH IN TRENCH
NOTES:
1. REMOVE SEDIMENT WHEN - -ALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEETD TO ENSURE DEWATERING.
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECRON VIEW
STANDARD SILT FENCE OUTLET
_ 2 "x4' WOOD POSTS
1 "x4" WOOD RAILS
EAD TREES AND EXISTING
SCRUB OR UNDER PLANT CANOPY j- PLANT
Gr OWTH SHALL BE DRIP LINE 5 -FT (TYP.) LIMIT OF
CUT FLUSH WITH CANOPY,
,ADJACENT GRADE. DRIPUNE
NO GRUBBING
ALLOWED UNDER
DRIP LINE. Tj
� -5' MIN.
PLAN VIEW OF PROTECTIVE FENCING
12 I "x4" HORIZ, AROUND SINGLE TREE- EXPAND AS NECESSARY
ne101S�°$' WOOD RAILS
m xor nna 12°
12°
3 0.C. _- a TREE PROrWECMnON AREA
MAX 1$°
' DO NOT ENTRR
WOOD FENCE DETAIL °v.
WARNING SIGN DETAIL
°-- PLANT CANOPY
DRIP LINE
s�
^4 W
,WIN. 10 GA.
TUNE WIRES
GRADE
- 6' STEEL T POST
(FACTORY PAINTED)
MIN. 12 -1/2 ORANGE, UV RESISTANT,
GA. WIRES HIGH - TENSILE STRENGTH,
POLY BARRICADE FABRIC
(TYPICAL)
EXISTING
PLANT
LIMIT OF
CANOPY,
DRIPUNE
POLY BARRICADE FABRIC
(TYPICAL)
PERFORATED PLASTIC FENCE DETAIL PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
UOTESE
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW LOCATIONS OF ALL TREE PROTECTION FENCES.
3. ALL PLANTS TO BE SAVED SHALL BE PROTECTED BY FENCING AS SHOWN IN THIS DETAIL
4. CONTRACTOR SHALL INSTALL FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR GRADING ACTIVITY.
5. CONTRACTOR SHALL CALL FOR INSPECTION AND APPROVAL OF PROTECTIVE
REVISIONS FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR GRADING.
r: DESCRIPTION 6. PROTECTIVE FENCING SHALL BE LOCATED 5' OUTSIDE DRIPUNE OF TREES AND
1' MINIMUM OUTSIDE SHRUBS OR OTHER PLANTS.
N OF SANDARD D E PI -ANT PROTECTIVE FENCING SM. NO.
TE 1 1 2.10
C
COLtAP518LE 89 -LARD S 4.-L BE CONSTRUCTED OF COW fROLt O STEP.
$OLLARD SHALL 11WCLUOE A SIH,SE VNIT WT1H DOLT DOWN BASE PLATE WITH
LOCKING CL AT SECURED TV AN AJ OVdR RASE SET FLUSH IN A CONCRETE
F0077PIG. THE BASE VNI7 55HAL INCORPORATE AN EMERGENCY RA'EAKAWAY
SYS?M THAT WILL PRE'SfENT'DAMAOE 7 $,UW'R# LADING. FAWMENT: THE
BASE SFMLL RE REMOVA&LE "A'ROA Tt't_E FWSH A,oc k BASE'7D ALLOW F9)?
SNOW AI5MDVAL rHE VERil'dCAL UNIT' OT"' 12#E 1 LARD _'4MLL. �. CONNECTED
rO THE BASE UIMT WITH ff SIDE P11DII . Et9lS ANL1 LC:ICKABLE WN A:
PADLOCK, ..
BOLLARD SHALL REQUIRE !, MAVOUM GROUND CLEARAXCE OF 4' WHEN
COLLAPSED.
BOLLARD S14ALL BE RNISS D V4W A RUST INHIBITOR PRIME COAT AND AN
EXTEMOR ENAMEL FINISH GOAT,
COLLAP50LE BOLLARD St^ALL BE MAM- FORCE MODEL MCC SP-- SST -U,
OR APPROVED EQUAL
6' TO 10'
a
a
c
w
0
0
W
PROPOSED PATH
MAXIMUM SLOPE 3;1
BITUMINOUS SURFACE COURSE
2" 1 -2
SHOULDER
SHOULDER
0.0V/FT 0.0fT
0.02'/FT
300
NOVEMBER 01 -MARCH 01
TALL FESCUE AND 3
300
ABRUZZI RYE 2
25
GEOTEXTILE FABRIC 6"
ABC COMPACTED TO A DENSITY
OF NO LESS THAN 95X
TYPICAL SECTION
APRIL 15 -JUNE 30 H
HULLED, COMMON BERMUDAGRASS 2
25
:JULY 01 - AUGUST 15 �
TALL FESCUE AND 1
IIIE.
�'BROWNTOP' MILLET OR 3
35
SORGHUM -SUDAN HYBRIDS 3
30
SLOPES -21 10 3 7
MARCH 01 -JUNE 01 �
�ICEA LESPEDEZA (SCARIFIED) 5
50
MARCH 01 -APRIL 15 T
TALL. FESCUE OR 1
120
MARCH 01 -JUNE 30
1
10
HULLED COMMON BERMUOAGRASS 2
25
JUNE 01 - SEPTEMBER 01 •
*TALL FESCUE AND 1
120
-WARNING 51
III ORANGE, RESISTAN III
- 6' STEEL T POST
(FACTORY PAINTED)
MIN. 12 -1/2 ORANGE, UV RESISTANT,
GA. WIRES HIGH - TENSILE STRENGTH,
POLY BARRICADE FABRIC
(TYPICAL)
EXISTING
PLANT
LIMIT OF
CANOPY,
DRIPUNE
POLY BARRICADE FABRIC
(TYPICAL)
PERFORATED PLASTIC FENCE DETAIL PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
UOTESE
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW LOCATIONS OF ALL TREE PROTECTION FENCES.
3. ALL PLANTS TO BE SAVED SHALL BE PROTECTED BY FENCING AS SHOWN IN THIS DETAIL
4. CONTRACTOR SHALL INSTALL FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR GRADING ACTIVITY.
5. CONTRACTOR SHALL CALL FOR INSPECTION AND APPROVAL OF PROTECTIVE
REVISIONS FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR GRADING.
r: DESCRIPTION 6. PROTECTIVE FENCING SHALL BE LOCATED 5' OUTSIDE DRIPUNE OF TREES AND
1' MINIMUM OUTSIDE SHRUBS OR OTHER PLANTS.
N OF SANDARD D E PI -ANT PROTECTIVE FENCING SM. NO.
TE 1 1 2.10
C
COLtAP518LE 89 -LARD S 4.-L BE CONSTRUCTED OF COW fROLt O STEP.
$OLLARD SHALL 11WCLUOE A SIH,SE VNIT WT1H DOLT DOWN BASE PLATE WITH
LOCKING CL AT SECURED TV AN AJ OVdR RASE SET FLUSH IN A CONCRETE
F0077PIG. THE BASE VNI7 55HAL INCORPORATE AN EMERGENCY RA'EAKAWAY
SYS?M THAT WILL PRE'SfENT'DAMAOE 7 $,UW'R# LADING. FAWMENT: THE
BASE SFMLL RE REMOVA&LE "A'ROA Tt't_E FWSH A,oc k BASE'7D ALLOW F9)?
SNOW AI5MDVAL rHE VERil'dCAL UNIT' OT"' 12#E 1 LARD _'4MLL. �. CONNECTED
rO THE BASE UIMT WITH ff SIDE P11DII . Et9lS ANL1 LC:ICKABLE WN A:
PADLOCK, ..
BOLLARD SHALL REQUIRE !, MAVOUM GROUND CLEARAXCE OF 4' WHEN
COLLAPSED.
BOLLARD S14ALL BE RNISS D V4W A RUST INHIBITOR PRIME COAT AND AN
EXTEMOR ENAMEL FINISH GOAT,
COLLAP50LE BOLLARD St^ALL BE MAM- FORCE MODEL MCC SP-- SST -U,
OR APPROVED EQUAL
6' TO 10'
a
a
c
w
0
0
W
PROPOSED PATH
MAXIMUM SLOPE 3;1
BITUMINOUS SURFACE COURSE
2" 1 -2
SHOULDER
SHOULDER
0.0V/FT 0.0fT
0.02'/FT
300
NOVEMBER 01 -MARCH 01
TALL FESCUE AND 3
300
ABRUZZI RYE 2
25
GEOTEXTILE FABRIC 6"
ABC COMPACTED TO A DENSITY
OF NO LESS THAN 95X
TYPICAL SECTION
N4IE
1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION
OF SLOPE.
2. CONTRACTOR IS RESPONSIBLE FOR REESTABLISHING ALL SLOPES
DISTURBED BY CONSTRUCTION.
I REVISIONS I
TOWN OF KNIGHTDALE I STANDARD MULTI -USE PATH STD. No.
STANDARD DETAILS GREENWAY 4.09
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (SEE BELOW").
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER
60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 3 TONS /ACRE
FERTILIZER - 10 - 10 - 10 ANALYSIS AT800 - 1,000 LBS. /ACRE
SUPERPHOSPHATE - 500 LBSIACRE OF 20% ANALYSIS SUPERPHOSPHATE
MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW /ACRE
ANCHOR - TACK WITH LIQUID ASPHALT AT 400 GALLONS /ACRE OR
EMULSIFIED ASPHALT AT 300 GALLONS /ACRE.
SEEDING SCHEDULE
MAXIMUM SLOPE 3;1
SEEDING PERIOD' S
SEEDING TYPE A
APPLICATION RATE
(LBS /ACRE)
AUGUST 15 •- NOVEMBER 01 T
TALL FESCUE 3
300
NOVEMBER 01 -MARCH 01
TALL FESCUE AND 3
300
ABRUZZI RYE 2
25
MARCH Ol '- APRIL 15 T
TALL FESCUE' 3
300
APRIL 15 -JUNE 30 H
HULLED, COMMON BERMUDAGRASS 2
25
:JULY 01 - AUGUST 15 �
TALL FESCUE AND 1
120
�'BROWNTOP' MILLET OR 3
35
SORGHUM -SUDAN HYBRIDS 3
30
SLOPES -21 10 3 7
MARCH 01 -JUNE 01 �
�ICEA LESPEDEZA (SCARIFIED) 5
50
MARCH 01 -APRIL 15 T
TALL. FESCUE OR 1
120
MARCH 01 -JUNE 30
WEEPING LOVEGRASS OR 1
10
HULLED COMMON BERMUOAGRASS 2
25
JUNE 01 - SEPTEMBER 01 •
*TALL FESCUE AND 1
120
•BROWNTOP MILLET � 3
35
*SORGHUM-SUDAN HYBRIDS 3
30
.SEPTEMBER 01 -MARCH 01 U
SERICEA LESPmEZA (UNHULLID, 7
70
TALL FESCUE OR 1
120
NOVEMBER Ot -MARCH 01 A
ABRUZZI RYE 2
25
d1'EMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT" ALLOW TEMPORARY COVER TO GROW OVER 12' IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. CONSULT CONSERVATION ENGINEER OR
SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES
FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
GROUND COVER - WHEREVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT
COMPRISING MORE THAN ONE (1) ACRE. A GROUND COVER SUFFICIENT TO RESTRAIN EROSION
MUST BE PLANTED OR PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS.
GRADED SLOPES AND FILLS - WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, OR
COMPLETION. OF ANY PHASE OF GRADING, WHICHEVER- PERIOD IS SHORTER, SLOPES SHALL BE
PLANTED. OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. 1
REVISIONS
DATE DESCRIPTION
TOWN OF KNIGHTDALE STD. No.
STANDARD DETAILS SEEDING SCHEDULE 2.01
Town Certification. This desoign has been reviewed by the Engineer for the Town
of Knightdale, and to the besf of my knowledge and belief, it conforms to the
requirements established in the Standard Specifications of the Town of
Knightdale.
By: Date:
Town Engineer
These plans are approved by the Town of Knightdale and serve as construction
plans for this project.
By, Date:
Administrator
`ASS/
( 23
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(3)2x1 2 PT BORDER
SIMPSON H2.5 (4) PER
JOIST FASTEN TO EACH
SIDE OF BEAM PER
MANUFACTURER
REQUIREMENTS
2X6 PT DELI ONG
ZimS®
(2) 2X1 O PT OBOIST @I S' OC MAX
MON. BEARING 240
. .�, PT POST . ice- C30
_, Imo+ I' ! I
,
DIURAS
(2) %u BOLT
TYPi AL �ECi�IC�7N
SCALE' E' S /4a= Vode
(4) 80825412 GALV. SCREWS OR EQUIV.
TYPICAL RAIL/POST CONNEC71ON
lwom, mma"min'r
11
PT XG DRIVEN PILE
C EN ERAL NOTES
GENERAL: ALL NOTES ARE FOR SUPPLEMENTING
THE PLANS AND SPECIFICATIONS AND ARE ON NO
WAY TO BE COO NS1D RED AS EXCLUDING ANY ITEM
N THEM.
1 .ALL WO D■ DD TO■ �E PRESSURE TREATED
SCI■ UTf —IERN YELLOV�✓ PIf�IE (SYP) ND■ Z OR RICHER
�. PP ESERVATIVE PRESSURE TREATf�IEf�JT TOO �E IN
ACCORDANCE WITH AVJPA STANDARD f�fJ4 -O�
AN DD MEET THE FOLLOWING REQUIREMENTS:
DDECKING. HANDDRAILS AND JOISTS: UC�B
F—'C■1ST ��; PILES: UC�-A
S. ALL FASTEi�JERS AND HANGERS TO �E f—IC1T
DIPPED CALVAf�11ZEDD (AT A I��11NIf�JUl��1)
•� -. F.ASTEJ�! JOIST HANGERS PEP MANUFACTURER'S
SP CIFICA,TIONS:
(�-? 1 O� COO f�'JMO■ N NAILS TO MOIST
( -) 1 D■ D COI��f�!1[�lN NAILS TO SEAM
�. DESIGI�J CRITERIA PER AASHTO:
LIVE OADD: �S PSF-
DEAD LOAD: 20O PS]-
S N OVV LOAD: 1 PS F
VVI N DD S PEEDD 1 DD MPH
HORlZOO NTAL �NINDD: CS PSF
VEHICLE LOADD : 5OO ■D LAS
6. PROVIDE SOLI DD �LOCKII�JG BET�,n✓EEN JOISTS AT
PDO ST LOCATIOI�IS
`�. ECOND■ i�ilC SUBSTITUTES MUST BE APPROVED mil'
Ef�JGINEER OF- RECD■ RDD
�. MINII�IUf�I PILE P NETRATION SHALL �E 1 O SIZE
AND PEJ� ETPATiD■ N ARC SUS= EJECT TO fUIODICICATIO■ N
BASED ON RECO■ Mf EN DDATION OF GEOOTECHNICAL
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PROPERTIES ARE SUFFICIENT TO SUPPO■ PT ALL
LD■ADDS.
DIM
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END 13F 4X4
RAILINS TO POST
1iWIT1-1 (4)1 SD NAILS l
() 2X12 BIRDER
SIMPSON H2.5 (4) PER PTSXS PILES
SEAM FASTEN TO EACH SIDE
O8= PILE PQ =(I�i (s' - A oo JOIST
MANUFACTURER
EACH vo1r3�
REQUIREMENTS
lTY M C Q L S C C T � aD N m PL do EWW
SCALE.' AL�C o 3/4"= ll roar' SCALE: N� V-03"
I�
/— CONCRETE
ASHPHALT TRAIL BY OTHERS
2X1 2 PT JOIE
711
4 THRU BOLTS
(2) 2X12 GI
TYPICAL
OF FOOTBRIDGE
111112 "TA110[mill
GENERAL NOTES
PLANS & DETAILS
DRAWN BY: JRR
CHECKED BY: JRR
r
AS SHOWN
DATE:
11.05.14
PROJECT
SHEET
S 1
S6014177
■
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'T'CENAIL EACH
END 13F 4X4
RAILINS TO POST
1iWIT1-1 (4)1 SD NAILS l
() 2X12 BIRDER
SIMPSON H2.5 (4) PER PTSXS PILES
SEAM FASTEN TO EACH SIDE
O8= PILE PQ =(I�i (s' - A oo JOIST
MANUFACTURER
EACH vo1r3�
REQUIREMENTS
lTY M C Q L S C C T � aD N m PL do EWW
SCALE.' AL�C o 3/4"= ll roar' SCALE: N� V-03"
I�
/— CONCRETE
ASHPHALT TRAIL BY OTHERS
2X1 2 PT JOIE
711
4 THRU BOLTS
(2) 2X12 GI
TYPICAL
OF FOOTBRIDGE
111112 "TA110[mill
GENERAL NOTES
PLANS & DETAILS
DRAWN BY: JRR
CHECKED BY: JRR
SCALE:
AS SHOWN
DATE:
11.05.14
PROJECT
SHEET
S 1
S6014177