20151256 Ver 3_USACE change of ownership notification_20191004

Regulatory Division
F. e iO '7:V.W01C'90-04VXA
Ms. Sherrie Chaffin
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
Hodge Road Future Phases, LLC
Trinity Capital Advisors
440 South Church Street, Suite #800
Charlotte, NC 28202
Dear Ms. Chaffin:
04 October, 2019
Reference is made to your written request dated June 14, 2019, requesting that the standard
permit initially authorized to Mr. Joel Scannell with Scannell Development Company be
transferred to your company. Specifically, the permit authorized the permanent discharge of fill
material into 1.193 acres of wetland associated with the construction of 6 industrial buildings,
along with associated parking and roads for the development of Hodge Road Industrial Park, in
Knightdale, Wake County, North Carolina.
Reference is also made to the email correspondence from your consultant, Mr. Dalton Cook
with Spangler Environmental, Inc., requesting to purchase mitigation credits from two mitigation
banks as opposed to purchasing credits from the North Carolina Division of Mitigation Services
(NCDMS) as originally proposed. Accordingly, permit condition number 19 is modified as
requested. See attached Mitigation Responsibility Transfer Form.
Reference is also made to your construction plans submitted on July 22, 2019, which was to
meet special permit condition 5. These drawings deviated from the original plans authorized by
the permit. Accordingly, special permit condition 1 is revised to read, "All work authorized by
this permit shall be performed in strict compliance with the attached permit plans titled Building
#5 Construction Plans - Eastgate 540 - 360 Spectrum Drive — Knightdale, North Carolina dated
July 1, 2019, which are a part of this permit. The Permittee shall ensure that the construction
plans for this project do not deviate from the attached plans. Any modification to the attached
permit plans must be approved by the U.S. Army Corps of Engineers (Corps) prior to any active
construction in water or wetlands.

-2 -
Please note that all other permit conditions and exhibits remain in effect as written. Should
you have questions, contact Mrs. Jean B. Gibby, Raleigh Regulatory Field Office at telephone
[phone], Extension 24.
Sincerely,
Jean B. Gibby
Chief, Raleigh Regulatory Field Office
Enclosures
Copy Furnished w/o enclosures:
Mr. Dalton Cook
Environmental Project Specialist
Spangler Environmental, Inc.
4338 Bland Road
Raleigh, NC 27609
Enclosure/as

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
CompensatorV Mitigation Responsibility Transfer Form
Permittee: Trinity Capital Advisors / Sherrie Chaffin Action ID: SAW -2014-02127
Project Name: Hodge Road Business Park County: Wake
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at
the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*: 8 -digit HUC and Basin: 03020201, Neuse River Basin
Stream Impacts (linear feet) I Wetland Impacts (acres)
Warm
Cool
Cold Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.0558
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: 03020201, Neuse River Basin
Stream Mitigation (credits) IWetland Mitigation (credits)
Warm
Cool
Cold Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.1116
Mitigation Site Debited: Grantham Branch Mitigation Site -Wild lands Holdings III, LLC
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 14 September, 2017

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: 0.0558 acre of wetland impacts at a 2:1 ratio; remaining mitigation for project will be
addressed by another mitigation provider.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 3331 Heritage
Trade Drive, Suite 105, Wake Forest NC 27587 (email: [e-mail]). Questions regarding this form or
any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Jean Gibby
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Email: [e-mail]
USACE Project Manager
October 4, 2019
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.com/ to complete the survey online.

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Trinity Capital Advisors / Sherrie Chaffin
Project Name: Hodge Road Business Park
Action ID: SAW -2014-02127
County: Wake
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at
the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*: 8 -digit HUC and Basin: 03020201, Neuse River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm
Cool
Cold Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
Coastal
1.1372
2.2744
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: 03020201, Neuse River Basin
Stream Mitigation (credits)
I Wetland Mitigation (credits)
Warm
Cool Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
2.2744
Mitigation Site Debited: Pancho Mitigation Bank—Restoration Systems LLC
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 - Form Updated 14 September, 2017

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: 1.1372 acres of wetland impacts at a 2.1 ratio; remaining mitigation for project will be
addressed by another mitigation provider.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 3331 Heritage
Trade Drive, Suite 105, Wake Forest, NC 27587 (email., [e-mail]). Questions regarding this form or
any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Jean Gibby
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Email: [e-mail]
USACE Project Manager
October 4, 2019
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mi1.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our website at http rregulatorv.usacesurvey.com( to complete the survey online.

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CITY OF RALEIGH STANDARD UTILITY NOTES
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF
RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD
HANDBOOK, CURRENT EDITION)
2. UTILITY SEPARATION REQUIREMENTS:
a) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY
PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR
USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT
BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO
WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS
THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
b) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN
UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO
EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE
TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF
THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL
DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER
c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY
SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED
10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE
SPECIFICATIONS
d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER &
STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER
e) MAINTAIN 18"MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN
CROSSINGS; MAINTAIN 24"MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP
STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED,
SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6"MIN. CLEARANCE (PER
CORPUD DETAILS W-41 & S-49)
f) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES
WITH 18"MIN. VERTICAL SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED
PLAN &/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO
CONSTRUCTION
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING
RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY
SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER &
SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE
DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES
ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OR EASEMENT PER
CORPUD HANDBOOK PROCEDURE.
7. INSTALL COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2'
WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S
RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO
PROVIDE ADEQUATE FLOW & PRESSURE.
8. INSTALL 6" PVC SEWER SERVICES © 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT
ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM
9. BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING
DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM
NCDWQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN
IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK
(INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR
TO CONSTRUCTION
WATER & SEWER
1. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF EXISTING PUBLIC
UTILITIES PRIOR TO ANY EXCAVATIONS, GRADING, OR INSTALLATION OF UNDERGROUND
UTILITIES ON OR ADJACENT TO THE PROJECT.
2. ALL SANITARY SEWER AND WATER LOCATED OUTSIDE THE PROPOSED STREET
RIGHT—OF—WAY SHALL BE PROVIDED WITH STANDARD EASEMENT WIDTHS AS PER CITY OF
RALEIGH REQUIREMENTS AND SHALL DEDICATED TO THE CITY OF RALEIGH ON THE FINAL
PLAT.
3. NO SERVICES SHALL BE BENT OR INSTALLED IN SUCH A WAY THAT DOES NOT COMPLY
WITH CITY STANDARDS.
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BUILDING #5 CONSTRUCTION PLANS
EASTGATE 540
360 SPECTRUM DRIVE
KNIGHTDALE, NORTH CAROLINA
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SITE
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POOLE RD. (SR 100-A)
1000
OWNER
HODGE ROAD FUTURE PHASES, LLC
440 S. CHURCH STREET
SUITE 800
CHARLOTTE, NC 28202
PHONE [phone]
VICINITY MAP
SCALE: 1"=1,000'
GRAPHIC SCALE
500 1000 2000
( IN FEET )
1 inch = 1000 ft.
DEVELOPER
TRINITY CAPITAL ADVISORS, LLC
440 S. CHURCH STREET
SUITE 800
CHARLOTTE, NC 28202
PHONE [phone]
THE BUILDING CERTIFICATE OF OCCUPANCY FOR THIS
PROJECT WILL BE HELD BY THE TOWN OF KNIGHTDALE
UNTIL A LETTER OF ACCEPTANCE FOR THE "EASTGATE
540 PUBLIC INFRASTRUCTURE PLAN—PHASE 113" HAS BEEN
RECEIVED FROM CORPUD
4000
ENGINEER
ADVANCED CIVIL DESIGN, INC.
51 KILMAYNE DRIVE, SUITE 105
CARY, NC 27511
PHONE [phone]
FAX [phone]
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not
to be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit, nor shall it
be construed to permit any violation of City, State or Federal Law. All
Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
PUBLIC UTILITIES
STORM WATER
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COVER SHEET C.1.0 a
EXISTING CONDITIONS PLAN C.2.0
SITE PLAN C.3.0
SITE DETAILS AND TYPICAL SECTIONS C.3.1 v
SPECTRUM DRIVE PLAN & PROFILE C.3.2
UTILITY PLAN C.4.0 J
SANITARY PLAN & PROFILE C.4.1 Q
GRADING PLAN C.5.0
a
STORM SEWER PROFILES C.5.1 Q
EROSION CONTROL PLAN C.6.0 U
LANDSCAPE PLAN C.7.0 0
OVERALL TREE CANOPY PLAN C.7.1 F'
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LIGHTING PLAN C.8.0 w Z
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LIGHTING DETAILS C.8.1 Z
WET POND PLAN C.9.0
DETAILS C.10.0 — C.10.3
OVERALL FLOOR PLAN A101
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SITE DATA TABLE C Z
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NEW LOT 5 ACREAGE: 15.345 ACRES Q J
J J
ZONED: MI (MANUFACTURING & INDUSTRIAL) Z C
OVERLAY DISTRICT: SHOD (SPECIAL HIGHWAY OVERLAY DISTRICT) ,n O O
U O
EXISTING LAND USE: UNDER CONSTRUCTION N V > W
PROPOSED LAND USE: STORAGE — WAREHOUSE, INDOOR STORAGE Z W
PROPOSED STREETS (LF): 112 LF Q (n 0 J
41 4� Z���
WATERSHED: LOWER NEUSE RIVER O
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ADDITIONAL USE STANDARDS Z_ F-_
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STORAGE — WAREHOUSE, INDOOR STORAGE a J
1. OUTDOOR STORAGE IS NOT PERMITTED. O
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension
of water and sewer, and/or reuse, as approved in these
plans, is responsible for contacting the Public Utilities
Department at [phone] 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
monetary fines, 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 Exclusion from future work in the City of Raleigh.
ZCP-15-15
Town Approved Standards Shall Control. In the event of a conflict
or inconsistency between these construction drawings and the Town of
Knightdale's Approved Standards for this project, the Approved
Standards shall control. Town of Knightdale Approved Standards shall
mean all development documents necessary for approval for the
Property including, but not limited to, any special use permit,
subdivision plan, site plan, subdivision plat(s), phasing schedule,
Development Agreement, Utility Allocation Agreement, Annexation
Agreement, the Town of Knightdale Standard Specification and Details
Manual and applicable provisions of the North Carolina State Building
Code.
Professional Design Engineer Certification. These improvements shall
be constructed in accordance with the following drawings and with
the Standard Specifications of the Town of Knightdale.
I, __ Cameron M. Rice---, PE, certify that the Standard
Specifications of the Town of Knightdale have been thoroughly
checked and found to be applicable to this project. All exceptions to
the applicable Town standards have been previously approved by the
Town of Knightdale and said exceptions are shown on Sheet(s)
_________ of these drawings.
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Seal �� �NCARO� i� By: -------------------- PE
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028924 =
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Town
Town Certification. This design has been reviewed by the Development
Services 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 Knightdale.
By: — — — — — — — — — — — — — — — — — — — Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
By: — — — — — — — — — — — — — — — — — — — Date: -------------
Administrator
CARO
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1111111
07/11/2019
Date: 07/11/2019
Scale: 1" = 1,000'
Drawn By: Checked By:
JRR CMR
Project Number:
19-0001-988
Drawing Number:
CA .0
ME(ki
KV
PHASE NUMBER(S)
N/A
3A
BUILDING NUMBER
N/A
5
NUMBER OF LOTS
N/A
1 (EX)
NUMBER OF UNITS
N/A
0
LIVABLE BUILDINGS
N/A
0
OPEN SPACE
N/A
0
NUMBER OF OPEN SPACE LOTS
N/A
0
PUBLIC GRAVITY SEWER 8" (LF)
1,273
0
PUBLIC WATER 12" (LF)
136
0
PUBLIC WATER 8" (LF)
102
0
PRIVATE FIRE LINE SERVICE 8" (LF)
180
0
PRIVATE FIRE LINE SERVICE 6" (LF)
2,028
0
PUBLIC STREET (LF)
0
112
PUBLIC SIDEWALK (LF)
0
1 0
PUBLIC CURB & GUTTER (LF)
N/A
1 223
BUILDING #5 CONSTRUCTION PLANS
EASTGATE 540
360 SPECTRUM DRIVE
KNIGHTDALE, NORTH CAROLINA
0
U.S. 64
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SITE
--------SITE
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0
POOLE RD. (SR 100-A)
1000
OWNER
HODGE ROAD FUTURE PHASES, LLC
440 S. CHURCH STREET
SUITE 800
CHARLOTTE, NC 28202
PHONE [phone]
VICINITY MAP
SCALE: 1"=1,000'
GRAPHIC SCALE
500 1000 2000
( IN FEET )
1 inch = 1000 ft.
DEVELOPER
TRINITY CAPITAL ADVISORS, LLC
440 S. CHURCH STREET
SUITE 800
CHARLOTTE, NC 28202
PHONE [phone]
THE BUILDING CERTIFICATE OF OCCUPANCY FOR THIS
PROJECT WILL BE HELD BY THE TOWN OF KNIGHTDALE
UNTIL A LETTER OF ACCEPTANCE FOR THE "EASTGATE
540 PUBLIC INFRASTRUCTURE PLAN—PHASE 113" HAS BEEN
RECEIVED FROM CORPUD
4000
ENGINEER
ADVANCED CIVIL DESIGN, INC.
51 KILMAYNE DRIVE, SUITE 105
CARY, NC 27511
PHONE [phone]
FAX [phone]
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not
to be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit, nor shall it
be construed to permit any violation of City, State or Federal Law. All
Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
PUBLIC UTILITIES
STORM WATER
I" LAIIIIIII lie
URBAN FE)RF=S:FR*
SITE AGGF=SS'8'InI;F*
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INDEX OF DRAWINGS W
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COVER SHEET C.1.0 a
EXISTING CONDITIONS PLAN C.2.0
SITE PLAN C.3.0
SITE DETAILS AND TYPICAL SECTIONS C.3.1 v
SPECTRUM DRIVE PLAN & PROFILE C.3.2
UTILITY PLAN C.4.0 J
SANITARY PLAN & PROFILE C.4.1 Q
GRADING PLAN C.5.0
a
STORM SEWER PROFILES C.5.1 Q
EROSION CONTROL PLAN C.6.0 U
LANDSCAPE PLAN C.7.0 0
OVERALL TREE CANOPY PLAN C.7.1 F'
o'
LIGHTING PLAN C.8.0 w Z
0
LIGHTING DETAILS C.8.1 Z
WET POND PLAN C.9.0
DETAILS C.10.0 — C.10.3
OVERALL FLOOR PLAN A101
U)
SITE DATA TABLE C Z
U
NEW LOT 5 ACREAGE: 15.345 ACRES Q J
J J
ZONED: MI (MANUFACTURING & INDUSTRIAL) Z C
OVERLAY DISTRICT: SHOD (SPECIAL HIGHWAY OVERLAY DISTRICT) ,n O O
U O
EXISTING LAND USE: UNDER CONSTRUCTION N V > W
PROPOSED LAND USE: STORAGE — WAREHOUSE, INDOOR STORAGE Z W
PROPOSED STREETS (LF): 112 LF Q (n 0 J
41 4� Z���
WATERSHED: LOWER NEUSE RIVER O
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ADDITIONAL USE STANDARDS Z_ F-_
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STORAGE — WAREHOUSE, INDOOR STORAGE a J
1. OUTDOOR STORAGE IS NOT PERMITTED. O
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension
of water and sewer, and/or reuse, as approved in these
plans, is responsible for contacting the Public Utilities
Department at [phone] 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
monetary fines, 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 Exclusion from future work in the City of Raleigh.
ZCP-15-15
Town Approved Standards Shall Control. In the event of a conflict
or inconsistency between these construction drawings and the Town of
Knightdale's Approved Standards for this project, the Approved
Standards shall control. Town of Knightdale Approved Standards shall
mean all development documents necessary for approval for the
Property including, but not limited to, any special use permit,
subdivision plan, site plan, subdivision plat(s), phasing schedule,
Development Agreement, Utility Allocation Agreement, Annexation
Agreement, the Town of Knightdale Standard Specification and Details
Manual and applicable provisions of the North Carolina State Building
Code.
Professional Design Engineer Certification. These improvements shall
be constructed in accordance with the following drawings and with
the Standard Specifications of the Town of Knightdale.
I, __ Cameron M. Rice---, PE, certify that the Standard
Specifications of the Town of Knightdale have been thoroughly
checked and found to be applicable to this project. All exceptions to
the applicable Town standards have been previously approved by the
Town of Knightdale and said exceptions are shown on Sheet(s)
_________ of these drawings.
\`\\\\►111111/////
Seal �� �NCARO� i� By: -------------------- PE
` P Q) ESS``/p•;, �GY Date: -----------------
028924 =
cq •.UG I N E -'*
eR G N 9 -
Town
Town Certification. This design has been reviewed by the Development
Services 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 Knightdale.
By: — — — — — — — — — — — — — — — — — — — Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
By: — — — — — — — — — — — — — — — — — — — Date: -------------
Administrator
CARO
O� •'•ESS•I3
= 028924 =
%� cq ••FNG I NE�e'' G<c. ��
ON 9
1111111
07/11/2019
Date: 07/11/2019
Scale: 1" = 1,000'
Drawn By: Checked By:
JRR CMR
Project Number:
19-0001-988
Drawing Number:
CA .0

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LINE TABLE
LINE
LENGTH
BEARING
L1
22.69'
N52'23'20"E
L2
135.19'
S82.27'18"W
L3
43.97'
S72'30'23"W
L4
522.24'
S72'30'23"W
L5
29.04'
S72'42'51 "W
CURVE TABLE
NO.
LENGTH
RADIUS
DELTA
CHORD
CHORD BEARING
C1
12.64'
36.00'
020'07'03"
12.58'
N62'26'51"E
C2
284.01'
332.00'
049'00'49"
275.43'
N47'59'58"E
C3
110.39'
332.00'
019'03'05"
109.89'
N13'58'01"E
C4
125.90'
332.00'
021'43'41"
125.15'
N06'25'18"W
C5
92.93'
268.00'
019'52'05"
92.47'
N07'21'06"W
C6
78.34'
332.00'
013'31'10"
78.16'
N04'10'38"W
C7
70.06'
48.00'
083'37'28"
64.00'
S79'30'34"W
C8
64.23'
268.00'
013'43'57"
64.08'
SO4'10'38"E
C9
114.63'
332.00'
019'46'55"
114.06'
S07'23'41 "E
CURVE TABLE
NO.
LENGTH
RADIUS
DELTA
CHORD
CHORD BEARING
C10
190.74'
268.00'
040'46'43"
186.74'
S03'06'13"W
C11
229.26'
268.00'
049'00'49"
222.33'
S47'59'58"W
C12
37.68'
268.00'
008'03'20"
37.65'
S76'32'03"W
C13
65.70'
36.00'
104'33'49"
56.95'
N50'38'34"W
C14
89.88'
1036.81'
004'58'01"
89.85'
N00'36'01"W
C15
126.74'
2333.88'
003'06'41"
126.72'
N04'56'11"W
C16
398.39'
2325.18'
009'49'01"
397.90'
N12'30'19"W
C17
94.42'
2297.07'
002'21'18"
94.41'
N17'27'06"W
C18
29.20'
268.00'
006'14'32"
29.18'
S14'09'53"E
EXISTING VEGETATION DESCRIPTION
CURRENTLY, THE SITE CONTAINS FOUR LARGE AGRICULTURAL FIELDS
SURROUNDED BY A SPARSE MIXTURE OF HARDWOODS AND PINES WITH
GROUND COVER. SIGNIFICANT AND DENSE VEGETATION AREAS HAVE
BEEN NOTED ON THE PLANS. FOR THE MOST PART, DENSE TREE AREAS
ARE COMPRISED OF SMALLER TREES AND VEGETATION, BUT LARGER
SPECIMEN TREES AND CANOPY TREES HAVE BEEN LOCATED AMONGST
THE DENSE VEGETATION AND IDENTIFIED ON THE PLANS. THE GENERAL
SIZE, HEIGHT, AND AVERAGE SPACING VARIES WHILE MOST TREES
APPEARED TO BE IN GOOD HEALTH. THERE WERE A FEW LARGE
SPECIMEN TREES WRAPPED IN VINES AND NOT IN GOOD HEALTH THAT
HAVE BEEN IDENTIFIED ON THE PLANS.
FLOOD NOTE
BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS NOT LOCATED IN SPECIAL
FLOOD HAZARD ZONE BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY
GENERAL NOTES
1. EXISTING ZONING OF PROPERTY IS MI (MANUFACTURING & INDUSTRIAL) AND
IS LOCATED IN A SHOD (SPECIAL HIGHWAY OVERLAY DISTRICT).
2. BOUNDARY INFORMATION PROVIDED BY ADVANCED CIVIL DESIGN AND
COMPLETED ON APRIL 16, 2014.
3. TOPOGRAPHIC SURVEY PROVIDED BY TRIANGLE AERIAL SURVEYS, INC.
4. BASIS OF BEARING NC GRID 1983 HORIZONTAL DATUM.
5. WETLAND LOCATIONS PROVIDED BY SPANGLER ENVIRONMENTAL.
6. BUFFER DETERMINATION PER SURFACE WATER DETERMINATION LETTER
NBRRO#14-384 DATED NOVEMBER 4, 2014.
7. NO HISTORICAL STRUCTURES WERE FOUND ON SITE.
LEGEND
O
Iron Pipe Found
•
Calculated Point
A
Railroad Spike
Electric Power Pole
00 M
(n C . M
Fire Hydrant
Q)
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Existing Tree
C �
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Dense Vegetation
XXX
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ON FLOOD INSURANCE RATE MAP, COMMUNITY PANEL N0. 3720174300J - -
WITH AN EFFECTIVE DATE OF MAY 2, 2006, IN WAKE COUNTY NORTH 8. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED
o ' \ , , G 2��� CAROLINA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ON ABOVE GROUND STRUCTURES AND RECORDED DRAWINGS. LOCATIONS OF
r z �r C,r_c ZONE. UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM LOCATION
---
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REQUIRED ALL WORK SHALL BE IN ACCORDANCE WITH THE GOVERNING
HODGE ROAD FUTURE PHASES, LLC
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Pavement Section COUNTY NORTH CAROLINA.
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ALL ONSITE PAVEMENT MARKINGS AND REGULATORY SIGNAGE SHALL BE
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PAINTED,
ALL FACE OF CURB RADI ARE 3 UNLESS OTHERWISE NOTED.
PROP. END OF ROAD
SIGNAGE. SEE DWG C.10.0
PROP. CITY OF RALEIGH
SANITARY SEWER EASEMENTMIIIIIIII
LEGEND
LENGTH
SITE DATA NOTES
PARKING CALCULATIONS
CHORD
MAX. SPACES
TOTAL
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF KNIGHTDALE
USE TYPE: STORAGE - WAREHOUSE, INDOOR STORAGE
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Iron Pipe Found x x x
Ex. Fence Line
STANDARDS AND SPECIFICATIONS, LATEST EDITION.
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NO.
(AC)
NO.
MAXIMUM NO. OF PARKING SPACES: 0.7 PER KSF GFA
•
Calculated Point - - - -
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PAVEMENT DESIGN SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER'S REPORT.
5
15.345
5
280,000
196
MINIMUM NO. OF PARKING SPACES: 0.5 X MAXIMUM
225
Railroad Spike — —
Right of Way
EXISTING VEGETATION AND NATURAL AREAS WILL BE PROTECTED TO THE
JOSE MIGUEL ALVAREZ
NEW LOT 6
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Property Line
GREATEST EXTENT POSSIBLE AND MINIMUM CLEARING OF LAND SHALL BE
**KSF = 1,000 SF; GFA = GROSS FLOOR AREA
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ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER.
LANDSCAPE PLANS THAT SHOW THE EXCEEDING SPACES ARE NO MORE THAN 30
FEET FROM THE BASE OF A LARGE SHADE TREE PER UDO SECTION 10.3E(2)a.
Existing Tree
Type A Buffer
CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF EXISTING
Yard 18.7.A.1)
PUBLIC UTILITIES PRIOR TO ANY EXCAVATIONS, GRADING, OR INSTALLATION OF
EXISTING POND #1 IS A WET POND AND PROVIDES A 30% REDUCTION IN TOTAL
UNDERGROUND UTILITIES ON OR ADJACENT TO THE PROJECT.
NITROGEN PER LIDO SECTION 10.3E(2)B(i).
Dense Vegetation
g
Standard Duty
Pavement Section
ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE
Existing Tree Cover See DWG C.3.1 NOTED.
Area Utilized D Heavy Duty Pavement Section CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT
See DWG C.3.1 LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TELEPHONE POLES, ETC. AS
REQUIRED ALL WORK SHALL BE IN ACCORDANCE WITH THE GOVERNING
HODGE ROAD FUTURE PHASES, LLC
DB 17419, PG 383
BM 2017, PG 1887
ZONING: MANUFACTURING & INDUSTRIAL
PIN: 1743-32-6977
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EMERGENCY MANAGMENT AGENCY ON FLOOD INSURANCE RATE MAP, COMMUNITY
Truck Court PANEL NO. 3720174300J WITH AN EFFECTIVE DATE OF MAY 2, 2006, IN WAKE
Pavement Section COUNTY NORTH CAROLINA.
See DWG C.3.1
ALL ONSITE PAVEMENT MARKINGS AND REGULATORY SIGNAGE SHALL BE
THERMOPLASTIC WITH THE EXCEPTION OF PARKING STALL STRIPES WHICH MAY BE
PAINTED,
ALL FACE OF CURB RADI ARE 3 UNLESS OTHERWISE NOTED.
PROP. END OF ROAD
SIGNAGE. SEE DWG C.10.0
PROP. CITY OF RALEIGH
SANITARY SEWER EASEMENTMIIIIIIII
CURVE TABLE
NO.
LENGTH
RADIUS
DELTA
CHORD
MAX. SPACES
TOTAL
LOT
LOT AREA
BUILDING
GFA
MAX.
MIN.
WITH 15%
SPACES
NO.
(AC)
NO.
(SF)
SPACES
SPACES
INCREASE
PROVIDED
5
15.345
5
280,000
196
98
225
231
CURVE TABLE
NO.
LENGTH
RADIUS
DELTA
CHORD
CHORD BEARING
C1
214.57'
332.00'
037°01'50"
210.86'
N01 °13'46"E
C2
92.93'
268.00'
019'52'05"
92.47'
N07°21'06"W
C3
39.42'
332.00'
006°48'12"
39.40'
N00°49'09"W
LINE TABLE
LINE
LENGTH
BEARING
L1
15.50'
N17°17'09"W
51
SITE DATA TABLE
NEW PARCEL ACREAGE: 15.345 ACRES
ZONED: MI (MANUFACTURING & INDUSTRIAL)
OVERLAY DISTRICT: SHOD (SPECIAL HIGHWAY OVERLAY DISTRICT)
EXISTING LAND USE: SINGLE FAMILY, AGRICULTURE
PROPOSED LAND USE: STORAGE - WAREHOUSE, INDOOR STORAGE
WATERSHED: LOWER NEUSE RIVER
PROPOSED NO. BUILDINGS: 1
TOTAL BUILDING AREA: 280,000 SF
FRONT SETBACK (MIN.) **: 10 FT
SIDE SETBACK (MIN.) **: 6 FT
CORNER SIDE SETBACK (MIN.) **: 10 FT
REAR SETBACK (MIN.) **: 10 FT
MAXIMUM HEIGHT: 5 STORIES
** FRONT, REAR, SIDE SETBACKS FROM OSP, RR, GR, UR, RMX, NMX, TC, AND
HB DISTRICTS SHALL BE A MINIMUM OF 50 FT.
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
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Plans for the proposed use have been reviewed for general compliance with
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PROP. BOLLARDS ° z PROP. SECURITY / > to be considered to represent total compliance with all legal requirements for
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Services Engineer for the Town of Knightdale, and to the best of my Drawn By: Checked By:
knowledge and belief, it conforms to the requirements established in JRR CMR
the Standard Specifications of the Town of Knightdale.
Project Number:
By: ------------------- Date: -------------
Development Services Engineer 19-0001-988
These plans are approved by the Town of Knightdale and serve as Drawing Number:
construction plans for this project.
By: ------------------- Date: ------------- C-3-0
Administrator

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Joints Shall Be Sawed As Soon As The Initial Setting Of The
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07/11/2019
PRIME COAT (0.15-0.20 GAL/SQ. YD.)
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5 9" CRUSHED AGGREGATE BASE
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Town Certification, This design has been reviewed by the Development
Services Engineer for the Town of Knightdale, and to the best of my
Drawn
By:
Checked By:
SAWED JOINT DETAIL
Min. Slope = 0.50%
knowledge belief, it to the in
and conforms requirements established
JRR
CMR
Max. spacing for Construction Joints shall
be 40', Ref..
the Standard Specifications of the Town of Knightdale.
Project Number:
(No Scale)
Final location shall be determined by the Construction Manager
#57 Stone Connect underdrain to catch basins
(By Sitework Contractor) in loading dock field
By: ------------------- Date: ----
TRUCK COURT PAVEMENT SECTION
Construction Joints May Be Sawed Or Tooled As Directed By The
Development Services Engineer
19-0001-988
Construction Manager.
EXPANSION JOINT DETAIL
NO SCALE
(No Scale)
4" UNDERDRAIN AT DOCK/PAVEMENT INTERFACE DETAIL (NORMAL LOADING DOCK)
These plans are approved by the Town of Knightdale and serve as
Drawing Number:
construction plans for this project.
The Tack Coat may be eliminated if the intermediate
(No Scale)
course is clean and the surface is placed immediately
following the of the intermediate course.
By: ------------------- Date: ---------
C-3.1
placement
Administrator

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APPROVED WITH THE BUILDING 5 CONSTRUCTION PLANS.
HODGE ROAD PHASE I, LLC
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ZONING: MANUFACTURING & INDUSTRIAL
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The City of Raleigh consents to the connection and extension
of the City's public water system as shown on this plan. The
material and construction methods used for this project shall
conform to the standards and specifications of the City's
Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Construction Approval
Date
PUBLIC
The City of Raleigh consents to the connection and extension
of the City's public sewer system as shown on this plan. The
material and construction methods used for this project shall
conform to the standards and specifications of the City's
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Public Utilities Department Permit #
Construction Approval
Date
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knowledge and belief, it conforms to the requirements established in
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By: ------------------- Date: ---------- --
Development Services Engineer
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construction plans for this project.
By: ------------------- Date: -------------
Administrator
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material and construction methods used for this project shall
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Public Utilities Department Permit #
Construction Approval
Date
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material and construction methods used for this project shall
conform to the standards and specifications of the City's
Public Utilities Handbook.
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Public Utilities Department Permit #
Construction Approval
Date
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( IN FEET )
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knowledge and belief, it conforms to the requirements established in
the Standard Specifications of the Town of Knightdale.
By: ------------------- Date: ---------- --
Development Services Engineer
These plans are approved by the Town of Knightdole and serve as
construction plans for this project.
By: ------------------- Date: -------------
Administrator
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Project Number:
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PROP. 20' PRIVATE
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STANDARD UTILITY NOTES (AS APPLICABLE)
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN
STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
2. UTILITY SEPARATION REQUIREMENTS:
a) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC
WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING
WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER
PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
b) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES
SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE
WATER MAIN AT LEAST 18 ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
DIAMETER
c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER
PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE
OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS
d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM
SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER
e) MAINTAIN 18 MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN
CROSSINGS; MAINTAIN 24 MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM
DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS
& A CONCRETE CRADLE HAVING 6 MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49)
f) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES
WITH 18 MIN. VERTICAL SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL
BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS
REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES
NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM
ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL J" COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2' X 2' WATERLINE
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE
WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.
8. INSTALL 4" PVC SEWER SERVICES 0 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
ABOVE THE NEXT UPSTREAM MANHOLE.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE
&/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING
MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS
SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING
PERMIT. CONTACT TIM BEASLEY AT [phone] OR TIMOTHY.BEASLEY®RALEIGHNC.GOV FOR MORE
INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
HAZARD INVOLVED AS LISTED IN APPENDIX -B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH
CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN
SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN
CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC
TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL
CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HELVEY AT
[phone] OR JOANIE.HARTLEYORALEIGHNC.GOV FOR MORE INFORMATION.
SEE CONSTRUCTION PLANS TITLED "EASTGATE 540 PUBLIC INFRASTRUCTURE
PLANS - PHASE 1B" FOR CONTINUATION OF SPECTRUM DRIVE. THESE
IMPROVEMENTS ARE SHOWN HEREIN FOR REFERENCE ONLY AND ARE NOT BEING
APPROVED WITH THE BUILDING 5 CONSTRUCTION PLANS.
WATER & SEWER
V1_ V1-
1. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF EXISTING PUBLIC UTILITIES PRIOR
TO ANY EXCAVATIONS, GRADING, OR INSTALLATION OF UNDERGROUND UTILITIES ON OR ADJACENT TO
THE PROJECT.
2. BUILDING WILL BE CONNECTED TO THE CITY OF RALEIGH WATER AND SANITARY SEWER SYSTEMS. 1� V1 -
3.
i3. ALL SANITARY SEWER AND WATER LOCATED OUTSIDE THE PROPOSED STREET RIGHT-OF-WAY SHALL j Vi
PROVIDED WITH STANDARD EASEMENT WIDTHS AS PER CITY OF RALEIGH REQUIREMENTS AND SHALL 1
IV -
DEDICATED TO THE CITY OF RALEIGH ON THE FINAL PLAT.
4. NO SERVICES SHALL BE BENT OR INSTALLED IN SUCH A WAY THAT DOES NOT COMPLY WITH CITY
STANDARDS.I ri
ESTIMATED WATER & SEWER AVERAGE DAILY DEMAND = 552 GPD
LEGEND
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VERTICAL BENDS AT
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PROP.
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VERTICAL BENDS AT
PROP. CITY OF RALEIGH
PROP. 4" DIP SERVICE
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Plans for the proposed use have been reviewed for general compliance with
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21
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development and construction. The property owner, design consultants, and
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PROP.
PROP. 20' TOWN OF KNIGHTDALE
contractors are each responsible for compliance with all applicable City, State
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BMP ACCESS EASEMENT -
PROP. 20' PRIVATE STORM
WALL
be construed to permit any violation of City, State or Federal Law. All
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CO
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DB 17470, PG 1371
BM 2017, PG 1888
ZONING: MANUFACTURING & INDUSTRIAL
PIN: 1743-43-4382
LOT 2
(48.64 ACRES)
PROP. 8" WA
VERTICAL BENDS AT
STORM CROSSING
PER W-12
OFFICE
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CONCURRENT REVIEW APPROVAL
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CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
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Plans for the proposed use have been reviewed for general compliance with
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PUBLIC
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Date: 07/11/2019
Fire Hydrant
- - - -
Ex. Property Line
Sewer Collection Extension System
Scale: H:1 "=50',V:1 "=5'
Right of Way 5
The City of Raleigh consents to the connection and extension
Town Certification. This design has been reviewed by the Development
Services Engineer for the Town of Knightdale, and to the best of my
Drawn By:
Checked By:
Property Line
of the Citys public sewer system as shown on this plan. The
material and construction methods used for this project shall
knowledge and belief, it conforms to the requirements established in
JRR
CMR
�-
conform to the standards and specifications of the City's
the Standard Specifications of the Town of Knightdale.
Ex. Wetlands
Public Utilities Handbook.
Project Number:
1 inch = 50feet (H)
By. ___________________ Date: ____
8" WA
1 inch = 5 feet V
Prop. Water Line ()
City of Raleigh
Public Utilities Department Permit #
Development Services Engineer
19-0001-988
12" ST
O
Prop. Storm Sewer
Construction Approval
These plans are approved by the Town of Knightdale and serve as
Drawing Number:
8" SAN
o 25 50 100
construction plans for this project.
Prop. Sanitary Sewer
Date
BY------------------- Date: -------------
CA 1
Administrator

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N ( - PROJECT -NOTES _ _ _ - 281 -- _-_ - _---------------------- _-" - " --- � v,
------------ ---- -" ""'""'" - - Z4p 2 I` EX. WETLANDS W
' -- 1. ALL EASEMENTS WITH PIPES AND/OR STRUCTURES SHALL BE CLEARED _--"-------------- "----" 3g 23 ` Q
---- - - &GRUBBED AND SEEDED. ------ --"'" 24p 8 23) I �
---, �` ` ------------ __-" - 238 2`36 .�
�, ----------------- _ '"-"-" .1 236 RIP -RAP
� 2. EXISTING VEGETATION AND NATURAL AREAS SHALL BE PROTECTED TO- 234 ` ^
__ -----
ti ------ -
THE GREATEST EXTENT POSSIBLE AND THAT MINIMUM CLEARING OF 232 HW Z ` H
LAND SHALL BE UNDERTAKEN DURING DEVELOPMENT. EXISTING TREES - , __ 23p --
-------- `
GREATER THAN 24" DIAMETER TO BE PROTECTED TO THE GREATEST 22 --
,
EXTENT POSSIBLE OUTSIDE OF THE LIMITS OF GRADING FOR PROPOSED
-------- - -
RIGHT-OF-WAY. _ `---
`
n
-_3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF N /
KNIGHTDALE STANDARDS AND SPECIFICATIONS, LATEST EDITIONS. , N WQ1 - - ---- ? `
ro J
11 I \ Q
- I,' 4. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF � - 2
,
p j EXISTING PUBLIC UTILITIES PRIOR TO ANY EXCAVATIONS, GRADING, OR U) 1 d N -___ \ -
rn r'cs INSTALLATION OF UNDERGROUND UTILITIES ON OR ADJACENT TO THE �% `� `1 N N � - ----
N w ( PROJECT. -------------
,
, , , I , , , , , , , , . 1 \ , �.
HODGE ROAD FUTURE`P AES, LL � , , M ` 8
DB 17419, PG' 83 ,' TEMPORARY. 15" 1- 5. NO CLEARING IN TREE SAVE AREAS OR ANY OTHER DESIGNATED ' N , _ _ _ ( ,
BM 2017, PG 1 87 N / 1 i to ' v
, STORM PIPE `, AREAS. '' ; '
ZONING: MANUFACT RI -- - - , N 0
INDUSTRIAL - _ _ ' J O
- Ply "x743-32- 97 -` 6. ALL PARKING LOT CATCH BASINS TO BE CONSTRUCTED USING TOWN
i ,' i '\ ' ' i '` M 9` i L_
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LOT 3 __ OF KNIGHTDALE STANDARD DETAIL 5.05 AS SHOWN ON SHEET C.10.3 �'- P �
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7. ALL DROP INLETS PROPOSED ARE TO BE COMPRISED OF 3'-8"x3'-8" N w Z
F` I TEMPORARY. 15" r-1 ,Z 0Z z
I TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE USED FORA STORM PIPE ) I
_ -' TRAFFIC BEARING GRATED DROP INLET REFERENCE NCDOT STANDARD1 ` N ; _ 4 z
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`-- -- DETAILS 840.35 AND 840.46. SEE SHEET C.10.2 FOR REFERENCED I 1 {? o Noo��ho� 11� 1z
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_ 250 TW: 255.00 TW: 255.00 PROP. WALL ti
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GRAPHIC SCALE
5 Q / / I 2 230 \___
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Town Certification. This design has been reviewed by the Development
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the Standard Specifications of the Town of Knightdale.
BY: ------------------- Date: ---------- --
Development Services Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
BY------------------- Date: -------------
Administrator
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Scale: H:1"=50'
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Date: 07 11 2019
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STATION
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11
V:1" = 5'
Drawn By:
Checked By:
Town Certification. This design has been reviewed by the Development
Services Engineer for the Town of Knightdale, and to the best of my
knowledge and belief, it conforms to the requirements established
in
JRR
CMR
the Standard Specifications of the Town of Knightdale.
Project Number:
By: ------------------- Date: -------------
Development Services Engineer
19-0001-988
These plans are approved by the Town of Knightdale and serve
as
Drawing Number:
construction plans for this project.
By: ------------------- Date: -------------
C-5-1
Administrator

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NPDES Stormwater Discharge Permit for Construction ActlNtles (NCG,O1)
NCOENRtDiVislon of Water Quality
NEW STABILIZATION TIMEFRAMES I
tEffwwe Aug. J, 20111
.SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME.EXCEPTIONS
� . Perimeter dikes, swales, ditches,: slopes
7 days
None
<. High'duality Water (kdwj Zones
7days
None
III
Slopes steeper than 3'1
7'days
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If slopes are 10' or less in length and are
2 TONS/ACRE - SMALL GRAIN STRAW
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SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
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 MIXTURE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED FOUR TO SIX 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 MORE THAN 60% DAMAGED,
RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
WAKE COUNTY STABILIZATION GUIDELINES
3:1 AND FLATTER - GRASS
3:1 TO 2:1 SLOPE - ADAPTIVE PLANTS
(SHRUBS AND VINES)
2:1 TO 1.5:1 - RIP RAP
STEEPER THAN 1.5:1- RETAINING WALL
TOTAL DISTURBED AREA = 32.23 ACRES
SEEDING SCHEDULE
EROSION CONTROL
LEGEND
MIXTURE
AGRICULTURAL LIMESTONE
FERTILIZER
a)
SF
SILT FENCE
SUPERPHOSPHATE
50
CDB>
DIVERSION BERM
�-�
I I
STANDARD CATCH BASIN
2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR
-
INLET PROTECTION
FOR SHOULDERS, SIDE
DATE
DITCHES,
TYPE
sFo
SILT FENCE
CWA
H
CONCRETE
WASHOUT AREA
FESCUE
OUTLET PROTECTION
TALL
FESCUE & ABRUZZI RYE
TPF
TREE PROTECTION FENCE
DD �
DIVERSION DITCH
300 LBS/ACRE
LIMITS OF DISTURBANCE
HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
Q
ROCK CHECK DAM
FESCUE AND BROWNTOP
125 LBS/ACRE (TALL FESCUE)
TOTAL DISTURBED AREA = 32.23 ACRES
SEEDING SCHEDULE
2 TONS/ACRE (3 TONS/ACRE IN
CLAY SOILS)
MIXTURE
AGRICULTURAL LIMESTONE
FERTILIZER
a)
1,000 LBS/ACRE - 10-10-10
J
a
SUPERPHOSPHATE
50
500 LBS/ACRE - 20% ANALYSIS
(SERICEA LESPEDEZA);
MULCH
1 -APR 15
2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR
LBS/ACRE
ASPHALT EMULSION AT 300 GALS/ACRE
FOR SHOULDERS, SIDE
DATE
DITCHES,
TYPE
SLOPES (MAX 3:1):
PLANTING RATE
300 LBS ACRE
/
AUG 15-NOV 1
TALL
FESCUE
NOV 1 -MAR 1
TALL
FESCUE & ABRUZZI RYE
300 LBS/ACRE
MAR 1 -APR 15
TALL
FESCUE
300 LBS/ACRE
APR 15 --JUN 30
HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUL 1 -AUG 15
TALL
FESCUE AND BROWNTOP
125 LBS/ACRE (TALL FESCUE)
LBS/ACRE
MILLET OR SORGHUM -SUDAN HYBRIDS***
35 LBS/ACRE (BROWNTOP MILLET);
30
30 LBS/ACRE (SORGHUM -SUDAN HYBRIDS)
MAR
1 -,JUN 1
SERICEA LESPEDEZA (SCARIFIED)
lU
a)
J
a
& USE THE FOLLOWING COMBINATIONS
50
LBS/ACRE
(SERICEA LESPEDEZA);
MAR
1 -APR 15
ADD TALL FESCUE
120
LBS/ACRE
O
_
~_
U
MAR
1 -JUN 30
OR ADD WEEPING LOVE GRASS
10
LBS/ACRE
/
0
Q
MAR
1 -,JUN 30
OR ADD HULLED COMMON BERMUDAGRASS
25
LBS ACRE
Z
O
JUN
1 SEPT 1
TALL FESCUE AND BROWNTOP MULLET OR
120
LBS/ACRE
(TALL FESCUE)
w
�
SORGHUM -SUDAN HYBRIDS***
35
LBS/ACRE
(BROWNTOP MULLET);
30
LBS/ACRE
(SORGHUM -SUDAN HYBRIDS)
SEPT
1 -MAR 1
SERICEA LESPEDEZA (UNHULLED -
70
LBS/ACRE
(SERICEA LESPEDEZA)
cfJ
UNSCARIFIED) AND TALL FESCUE
120
LBS/ACRE
(TALL FESCUE)
NOV
1�IAR 1
AND ABRUZZI RYE
25
LBS/ACRE
WAKE COUNTY STOCKPILE REQUIREMENTS
EFFECTIVE SEPTEMBER 1, 2008
SOIL STOCKPILES SHALL BE LOCATED ON THE APPROVED PLAN AND SHALL ADHERE TO THE
FOLLOWING REQUIREMENTS:
DESIGN CRITERIA
A. A 25 -FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL BE SHOWN AROUND ALL
PROPOSED STOCKPILES (EROSION CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE
SHOWN AT THE OUTER LIMIT OF THIS EASEMENT).
B. STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25' FROM ADJACENT PROPERTY LINES.
C. A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT STOCKPILE HEIGHT SHALL NOT
EXCEED 35 FEET.
D. STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
E. APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY POTENTIAL SEDIMENT LOSS
FROM A STOCKPILE.
F. STOCKPILING MATERIALS ADJACENT TO A DITCH DRAINAGEWAY WATERCOURSE WETLAND STREAM
BUFFER, OR OTHER BODY OF WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
DEMONSTRATED TO BE UNAVAILABLE.
G. ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE DIVERTED TO AN
APPROVED BMP.
H. OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH WAKE COUNTY UDO AND
STATE REGULATIONS. ALL SPOIL AREAS OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED
SEDIMENT CONTROL PLAN. DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE COUNTY OF ANY
OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL. FILL OF FEMA FLOODWAYS AND
NON -ENCROACHMENT AREAS ARE PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION
14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE (CERTIFICATIONS AND PERMITS
REQUIRED).
MAINTENANCE REQUIREMENTS TO BE NOTED ON THE PLAN
I. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE
EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER
FROM RUNNING UNDERNEATH THE PLASTIC.
J. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE (BUILDERS,
CONSTRUCTION SEQUENCE
1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE WATERSHED MANAGER,
ALAN ALCOCK. OBTAIN A LAND -DISTURBING PERMIT.
2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE,
SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN.
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY
DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION.
3. CALL ALAN ALCOCK AT 919-868-2560 FOR AN ONSITE INSPECTION BY THE
WATERSHED MANAGER TO OBTAIN A CERTIFICATE OF COMPLIANCE.
4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE
SITE.
5. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL
INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON
THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC.
6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,
PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND
STABILIZATION TIME FRAMES.
7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY,
CALL ALAN ALCOCK FOR AN INSPECTION BY THE WATERSHED MANAGER.
8. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT
BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL
REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY
DISSIPATERS, SHOULD NOW BE INSTALLED.
9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION
BY THE WATERSHED MANAGER, ALAN ALCOCK. OBTAIN A CERTIFICATE OF
COMPLETION.
PROJECT NOTES
- - ETc.), THE FlNANCIAL RESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE 1. EXISTING VEGETATION AND NATURAL AREAS SHALL BE PROTECTED TO THE
T GREATEST EXTENT POSSIBLE AND THAT MINIMUM CLEARING OF LAND SHALL BE
2602) �� 1 I PARTY FOR THAT STOCKPILE.
THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL CONDITIONS• OTHER SEEDING RATE
EN pR�VE �$R 0 PG 286 K. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A UNDERTAKEN DURING DEVELOPMENT. EXISTING TREES GREATER THAN 24
1 �1--1 COMBINATIONS ARE POSSIBLE. *** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE. DIAMETER TO BE PROTECTED TO THE GREATEST EXTENT POSSIBLE OUTSIDE OF
P gL�C RIWI BM 196 a -`_ I I PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE L ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE PRACTICAL). THE LIMITS OF GRADING FOR PROPOSED RIGHT-OF-WAY.
1 I- _ _ J Ic MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
�6 --I W 1 �- 1 I J _ _ 4� SEDIMENT & EROSION CONTROL NOTES 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF KNIGHTDALE
r 1 om 1 U t I_ o - ` -o o w STANDARDS AND SPECIFICATIONS, LATEST EDITIONS.
��0 1 �m �� a 1 0 _10- �� or C
o o -10 o -� 1. SILT FENCE OUTLET PROTECTION SHALL BE PLACED AT ALL LOW POINT
v o z ��m L_ o - z�' o v �, c , �, 3. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF EXISTING
z 5- ➢ 1 �Q-o m r 1 o zo o o w u' ALONG SILT FENCE TO KEEP WATER FILTER AND PASS THROUGH.
r z <O �,� ` ,- o -' c1 - ➢ � w rn t PUBLIC UTILITIES PRIOR TO ANY EXCAVATIONS, GRADING, OR INSTALLATION OF
J 0 1 �� Dov LJ -Po 03 _,�, m ��'�' o �z �,,�,°.,� UNDERGROUND UTILITIES ON OR ADJACENT TO THE PROJECT.
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MA L. JARRELL 1 �0 3 N _ 1 N� o _ OTHER DESIGNATED AREAS.
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SCALE: 1 " = 20'
BUFFER YARD TYPE "A"
10 FEET MINIMUM WIDTH
533 TOTAL LF BUFFER YARD TYPE "A"
I BOTANICAL NAME
20 SHRUBS (SHRUBS MUST
20 SHRUBS PER 100 FT
ROOT
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20*(533/100) = 107 SHRUBS REQUIRED
AH
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107 SHRUBS PROVIDED
AMERICAN HORNBEAM
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PIN: 1743-32-6977
LOT 3
(5.58 ACRES)
BUFFER YARD PLANTS
TYPE
1_KiTQTY.
QTY.
I BOTANICAL NAME
COMMON NAME
MINIMUM
INSTALLED SIZE
ROOT
CANOPY TREES
DECIDUOUS
AH
6
CARPINUS CAROLINIANA
AMERICAN HORNBEAM
2" CAL.
B&B
DECIDUOUS
NS
5
NYSSA SYLVATICA
BLACK GUM
2" CAL.
B&B
EVERGREEN
QH
5
QUERCUS HEMISPHAERICA
LAUREL OAK
8' HEIGHT
B&B
UNDERSTORY TREES
DECIDUOUS
AA
6
AMELANCHIER ARBOREA
DOWNEY SERVICEBERRY
6' HEIGHT
B&B
EVERGREEN
IX
5
ILEX X NELLIE R STEVENS
NELLIE R STEVENS HOLLY
6' HEIGHT
B&B
SHRUBS
DECIDUOUS
CXC
21
CARYOPTERIS X CLANDONENSIS
BLUE MIST SHRUB
36" HEIGHT
CONT.
EVERGREEN
RI
32
RHAPHIOLEPIS INDICA
INDIAN HAWTHORN
24" HEIGHT
CONT.
EVERGREEN
IC
54
ILEX CORNUTA 'BURFORDII'
BURFORD HOLLY
18" HEIGHT
CONT.
PARKING LOT TREES
TYPE
KEY
QTY.
BOTANICAL NAME
COMMON NAME
MINIMUM
INSTALLED SIZE
ROOT
DECIDUOUS
AH
6
CARPINUS CAROLINIANA
AMERICAN HORNBEAM
2" CAL.
B&B
DECIDUOUS
QA
13
QUERCUS ACUTISSIMA
SAWTOOTH OAK
2" CAL.
B&B
LANDSCAPE NOTES
1. AT TIME OF INSTALLATION, CANOPY TREES SHALL BE A MINIMUM OF 2"
CALIPER AND 8' IN HEIGHT; UNDERSTORY TREES SHALL BE A MINIMUM
OF 1 1/14" CALIPER AND 6' IN HEIGHT; AND SHRUBS SHALL BE AT
LEAST 18" IN HEIGHT AND A 3 GALLON CONTAINER SIZE.
2. ANY ABOVE GROUND UTILITIES HAVE TO BE SCREENED IN ACCORDANCE
WITH UDO SECTION 8.7.
3. 40-60% OF CANOPY TREES AND 40-60% OF UNDERSTORY TREES HAVE
TO BE EVERGREEN PER UDO SECTION 8.6.
-PROP. 20'
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GRAPHIC SCALE
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Town Certification. This design has been reviewed by the Development
Services 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 Knightdale.
BY------------------- Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
BY ----- -------- Date: -------------
Administrator
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TOWN OF KNIGHTDALE BUFFER YARD REQUIREMENTS
BUFFER YARD TYPE "D"
50 FEET MINIMUM WIDTH
181,454 TOTAL SF RE -PLANTED AREA IN
BOTANICAL NAME
COMMON NAME
BUFFER YARD TYPE "D"
ROOT
5 CANOPY TREES
TOTAL LF BUFFER YARD TYPE "D" _
O
8 UNDERSTORY TREES
181,454 SF / 50 FOOT WIDTH
AMERICAN HORNBEAM
40 SHRUBS
= 3,629 LF
DECIDUOUS
EVERY 100 LINEAR FEET
5 CANOPY TREES PER 100 FT =
QUERCUS ACUTISSIMA
SAWTOOTH OAK
5*(3,629/100) = 182 TREES REQUIRED
B&B
DECIDUOUS
182 TREES PROVIDED
36
PISTACHIA CHINENSIS
8 UNDERSTORY TREES PER 100 FT
2" CAL.
B&B
8*(3,629/100) = 291 TREES REQUIRED
CD
37
291 TREES PROVIDED
DEODAR CEDAR
2" CAL.
40 SHRUBS PER 100 FT
EVERGREEN
CJ
40*(3,629/100) = 1,452 SHRUBS REQUIRED
CRYPTOMERIA JAPONICA
JAPANESE CRYPTOMERIA
1,452 SHRUBS PROVIDED
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OVERALL TREE CANOPY CALCULATIONS
HLKIMLILK OF Sllt (ALL HHA5L5): /,b, -k5 FILLI
REQUIRED TREE COVER AREA (ALL PHASES): 7,858 FT X 20 FT = 157,160 SF
REQUIRED AREA % OF TOTAL SITE AREA: 157,160 SF / 3,425,599 SF = 4.59%
4.59% OF TOTAL LOT AREA (< 10% MAX)
TREE CANOPY AREA FROM PHASE I: 76,144 SF
REPLANTED AREA FROM THIS PHASE: 181,454 SF
TCA YARD BUFFER AREA FROM THIS PHASE: 14,840 SF
TOTAL TREE CANOPY AREA (ALL PHASES): 272,438 SF
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LANDSCAPE NOTES
1. AT TIME OF INSTALLATION, CANOPY TREES SHALL BE A MINIMUM OF 2"
CALIPER AND 8' IN HEIGHT; UNDERSTORY TREES SHALL BE A MINIMUM OF
1 1/14" CALIPER AND 6' IN HEIGHT; AND SHRUBS SHALL BE AT LEAST
18" IN HEIGHT AND A 3 GALLON CONTAINER SIZE.
2. ANY ABOVE GROUND UTILITIES HAVE TO BE SCREENED IN ACCORDANCE
WITH UDO SECTION 8.7
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�I
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TYPE
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TYPE
KEY
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COMMON NAME
MINIMUM
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ROOT
CANOPY TREES
DECIDUOUS
AH
36
CARPINUS CAROLINIANA
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2" CAL.
B&B
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QA
36
QUERCUS ACUTISSIMA
SAWTOOTH OAK
8' HEIGHT
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PC
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PISTACHIA CHINENSIS
CHINESE PISTACHIO
2" CAL.
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CD
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CRYPTOMERIA JAPONICA
JAPANESE CRYPTOMERIA
8' HEIGHT
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UNDERSTORY TREES
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AA
73
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6' HEIGHT
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CC
73
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EVERGREEN
MG
73
MAGNOLIA GRANDIFLORA
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6' HEIGHT
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IX
72
ILEX X NELLIE R STEVENS
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6' HEIGHT
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SHRUBS
DECIDUOUS
CXC
218
CARYOPTERIS X CLANDONENSIS
BLUE MIST SHRUB
36" HEIGHT
CONT.
EVERGREEN
RI
508
RHAPHIOLEPIS INDICA
INDIAN HAWTHORN
24" HEIGHT
CONT.
EVERGREEN
IC
726
ILEX CORNUTA 'BURFORDII'
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18" HEIGHT
CONT.
PIN: 1743-44-4974 NC DEPARTMENT OF TRANSPORTATION \
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37 \ PIN: 1743-52-0467 PBM/PG 1952/1485 BM/PG 1973/377
PIN: 1743-52-3404
GRAPHIC SCALE
so 100 200
( IN FEET )
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Buffer Yard D Replanted
Areas in this Phase
Type Buffer
(
Yard UDO 8.7.A.1)
Buffer Yard D Replanted
Areas in Phase I
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07/11/2019
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Date: 07/11/2019
Scale: 1 " = 100'
Town Certification. This design has been reviewed by the Development
Services Engineer for the Town of Knightdale, and to the best of my
Drawn By:
Checked By:
knowledge and belief, it conforms to the requirements established in
the Standard Specifications of the Town of Knightdale.
JRR
CMR
Project Number:
BY------------------- Date: -------------
Development Services Engineer
19-0001-988
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
Drawing Number:
BY------------------- Date: -------------
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GENERAL PARKING LOT LIGHTING STANDARDS
1. FIXTURE TO BE FULL CUTOFF.
2. FIXTURE SHALL BE LED WITH A MINIMUM COLOR RENDERING INDEX (CRI) VALUE
OF 70 OR BETTER. THE FIXTURE MAY ALSO NOT EXCEED A COLOR
TEMPERATURE OF 4,000K.
3. POLE/FIXTURE SHALL BE LOCATED OUTSIDE LANDSCAPE ISLANDS.
4. FIXTURE MOUNTING HEIGHT NO GREATER THAN 37 FEET ABOVE GRADE.
5. ALL OUTDOOR LIGHTING FIXTURES SHALL BE DESIGNED AND LOCATED SUCH THAT
THE MAXIMUM LIGHT LEVEL SHALL BE 0.5 MAINTAINED FC AT ANY PROPERTY
LINE UNLESS OTHERWISE PERMITTED BY THIS CHAPTER OR WHERE THE REQUIRED
BY THE NC BUILDING CODE AS A COMPONENT OF THE MINIMUM REQUIREMENTS
FOR A MEANS OF EGRESS SYSTEM.
6. OUTDOOR PARKING FACILITIES MINIMUM LIGHT LEVEL SHALL BE NO LESS THAN
0.6 FOOT CANDLES.
7. LED OR OTHER BUG -RATED FIXTURES EXCEEDING 7,250 INITIAL DELIVERED
LUMENS OR 9,000 SOURCE LUMENS AS MAY APPLY, SHALL NOT EXCEED A
RATING OF B3, U0, AND G2 FOR PARKING LOTS AND GENERAL SITE LIGHTING.
8. PARKING AREA LIGHTING FIXTURES WITHIN 25 FEET OF ANY PUBLIC STREET
RIGHT-OF-WAY OR ADJACENT TO RESIDENTIAL PROPERTY LINE MUST BE A
FORWARD THROW FIXTURE (TYPE IV LIGHT DISTRIBUTION AS DEFINED BY IESNA).
ISOLUX
((
5.6
6 170 )))
0
PROPOSED LIGHT FIXTURE
HORIZONTAL FOOT CANDLES
LITHONIA LIGHTING, INC.
TRUCK COURT LIGHTNG DATA
THE PROPOSED WALL LIGHTING FIXTURES ARE AS MANUFACTURED BY LITHONIA
LIGHTING, SERIES CSXW LED T3M DISTRIBUTION AND 277V
WITH PHOTO ELECTRIC CONTROL, MOUNTED 16' ABOVE GRADE OVER EACH
TRUCK DOCK, STANDARD WHITE FINISH
FIXTURE: LED 150 - AEL ASSY# L12KLED15RWMC
MOUNTING HEIGHT: 30 FT POLE ASSY# PLFG30GYC (GRAY)
LIGHT SOURCE: 40 LED'S, 4000K, 70 CRI
PATTERN: TYPE III, B2-UO-G2(zero light at or above 90 degrees)
NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE
BEEN DEPRECIATED FOR LED LUMEN DEPRECIATION AND
LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES,
DIVIDE THE READINGS BELOW BY .85.
CALCULATION SUMMARY
AREA NAMEDIMENSIONS
SYMBOL
GRID TYPE
PTS
SPAC
GROUP
AVE
MAX
MIN
MAX MII
New Area
1665.75z1426.19Ft
Parking
72
10.00
<+>
1.27
2.97
0.39
7.56
12920
30 MT HT
Autobahn
Driveway & Loading Bay
2482
10.00
<*>
0.30
2.78
0.00
N/A
ABOVE TO ACCOMMODATE A MAXIMUM OF FOUR LUMINAIRES PER POLE.
SEE NOTE 9 FOR EXCEPTIONS.
Pro erty Line
3922
10.00
<W>
0.03
0.74
0.00
N/A
East ate 540 - 5 19-0171 LUMINAIRE SCHEDULE
TYP
SYMBOL
DESCRIPTION
LAMP
LUMENS
MOUNTING BALLAST
LLF
QTY
150A
b
American Electr LED150-1 POLE
(1) NL150" LED150-1-4/POLE
(1) 12920 lumens
12920
30 MT H
Autobahn
0.85
11
150B
g
American Electr LED150J@180
(2) 1150N LED150-1-4/POLE
(2) 12920 lumens
12920
30 MT HT
Autobahn
0.85
6
150A
150B
120
80
( C () '77 )
40 ( )
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0
--- C:�E - / � 1
-40
-80
-160 -120 -80 -40 0 40 80 120 160
LEGEND (OUTER to INNER): 0.100 , 0.250 , 0.350 , 0.650 , 1.00
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PIN: 1743-52-0467 �� PIN: 1743-52-1485 \ 1 inch = 50 ft, /
5' SQ POLE NUTS (3/8'-16)
POLE CAP WASHERS ///
2-i3/16-
9/16" DLI. 3-11/16" �+ CABLE
HOLES -_ _ 1 _RACEWAY
3/4' DLI. _ _- r'-.". �'^ _ �
a..
WIREWAY 3-7/8• 1
4-7/8' TING
y SEE NOTE I2 ,L, I ARM
9/16' DIA. -_ _-`-______ 'M.I
7
HOLES ADAPTER BOLTS
- SQUARE POLE ADAPTER
9/16' DIA. HOLE '{. --- 1
SEE NOTE 11 NUT ATTACHMENT PLATE
GE BLACK ARM WITH MOUNTING HARDWARE
DRILLING DETAIL CN 9220129762
2 3/8" X 4" TENON
It THIS BRACKET IS OPTIONAL
TO MOUNT CUBE FIXTURES
TO 5- SQUARE POLE. SEE DRILLING DETAIL AT LEFT
CN 13334206
CU LBKT5SQFLIC { j
I I CUBE FIXTURE
7 I 1
W
I MOUNTING HOLES WEEP HOLE
6-11/16' 1 -
I I
(� LED SITE LIGHTER
I T 47/8" 12,300 D LUMENS
_ I (205W LED)
SHOEBOX MACRO: CUBE AND 5• SQ. POLE
NET PLATE ALUGPL30CUBE2CM
MACRO: SHOEBOX AND 5' SQ. POLE
ALUGPL30SBBR2CM
NOTES:
1. ALL FOUR SIDES OF POLEARE DRILLED WITH 3 HOLESAS SHOWN IN INSERT
ABOVE TO ACCOMMODATE A MAXIMUM OF FOUR LUMINAIRES PER POLE.
SEE NOTE 9 FOR EXCEPTIONS.
2. SPECIAL HANDLING OF THESE SQUARE POLES IS NECESSARY TO MINIMIZE
DAMAGE TO FINISH OF POLE. A NYLON SLING SHOULD BE USED TO LIFT
POLE AT ALL TIMES. CHAINS, CABLES, OR ROPES MUST NOT BE USED.
A CAN OF TOUCH-UP PAINT IS INCLUDED WITH ACCESSORIES FOR EACH POLE.
3. WHEN APPLICABLE, POLE SHALL BE POSITIONED SUCH THAT THE HANDHOLE
IS FACING AWAY FROM THE STREET.
4. FOR STUB FEED LIGHTING CIRCUIT, CONNECT THE SOURCE CONDUCTORS DIRECTLY
TO THE SPLICING SLEEVE (CN 11141108).
5. FOR MULTIPLE LIGHTING CIRCUITS, CONNECT THE SOURCE AND LOAD CONDUCTORS
INTO THE HANDHOLE AND CONNECT USING WIRE NUTS FOR ALL #10 CONDUCTORS
OR THE STREETLIGHT CONNECTION BLOCK FOR LARGER (1/0 MAX.) SOURCE AND
LOAD CONDUCTORS. SEE DING. 30.07-35. SQUARE STEEL POLE
6. MOUNT ALL SHOEBOX FIXTURES IN A LEVEL HORIZONTAL POSITION. EACH BOX 5' SQUARE X 30' SHAFT
CONTAINS INSTALLATION INSTRUCTIONS FOR MOUNTING. THE WEEP HOLE AT ONE BLACK CN 10400703X3VS
CKPLECN
END OF THE ARM MUST BE ATTACHED NEXT TO THE FIXTURE AND POINTING CU (BLACK)
DOWN TOWARDS THE BASE OF THE POLE OR THE FIXTURE WILL BE TILTED
UPWARDS. BRONZE CN 1SQBLC 4
7. IFA FLOODLIGHT IS TO BE INSTALLED ON A 5" SQ. POLE, YOU MUST INSTALL CU PLS30ABDSQBRC (BRONZE)
THE S SQ. POLE FLOODLIGHT BRACKET AND A FLOODLIGHT ADAPTER.
SEE DWG. 30.02-10, FIG. 9 AND FIG. 3 FOR BRACKETS.
8. WHEN SHOEBOX AND FLOODLIGHTS ARE MOUNTED ON THE SAME POLE, THEHANDHOLE, SEE
PHOTOCONTROL ON THE SHOEBOX FIXTURE SHOULD HAVE A BYPASS CAP INSTALLED DWG. 30.11-05
AND WIRE THAT PC IN SERIES WITH THE FLOODLIGHT PC RECEPTACLE. FOR REPLACEMENT COVER
SEE DWG. 30.07-03.
9. ONLY TWO CUBE FIXTURES MAY BE MOUNTED ON A 5• SQUARE POLE. USE THE TWO
OUTER MOUNTING HOLES AT 4-7/8' ON CENTER. 2 PIECE BASE REPLACEMENT COVER
10. ALL SHOEBOX FIXTURES ARE UL APPROVED. CN 13083100 (BLACK)
b.
11. TWO ADDITIONAL 9/16" DIA. HOLES HAVE BEEN DRILLED 180° APART IN THE 5• CN 13083001 (BRONZE)
SQUARE POLE SO THAT ONE OR TWO CUBE FIXTURES MAY BE MOUNTED DIRECTLY
TO THE FACE OF THE POLE.
12. THE LED SITE LIGHTER IS INSTALLED ON THE 5' SQUARE POLE. SEE DWG. 30.09-09
FOR MORE DETAILS.
3
1 z
TYPE 3, 4 AND 5 LUMINAIRES
�
[IE �.
o x#a e« .w
FOR 30 FOOT SQUARE POLES
CA 30 0 G.
REl/ISED BY CK'D APPR.
TWO 1-1/2' PVC 1-1/2' PVC RACEWAY 1-1/2' PVC RACEWAY
ALTERNATE SEE NOTE 6
SEE NOTE 4FOUNDATIONSENDNOTE
3IO
,- 1-6'
g�.
__
HANDHOLE ___ - =
P -
TEMPORARY
SONOTUBE I FIGURE A FIGURE B FIGURE C
(SEE NOTE 3) RACEWAY IN ANCHOR BASE
#6 BC GND
WIRE IN CONDUIT TOP VIEW
.
II I II
I I II STANDARD
II HANDHOLE
III 11 12-1/2• Du. FOUNDATION
F Q
I I 11 24• BOLT CIRCLE SEE NOTE 8
32" 11 III 1 1
I I I II #6 BC GND
IN
I
IIRE
I 20' DIA. COINDUIT
97
II I I
\\�/x\\</ L I 1 J I��/< 1: 1
1111 1
GROUNDLINE 1 / /\ II 111
11I 24
35'/39' ROUND TAPERED GROUNDLINE
2a'
DECORATIVE POLE 11 III II
i, II u
RACEWAY L II
EMBEDMENT II
(SEE NOTES
SEE NOTE 8 I I ii m
4,5,6&7) II r
- SEE NOTE 9 11 11 F 8
10-1/2' DIA I "
ANCHOR BOLTS
5/8' STEEL BOLT CIRCLE w w
1• X X 4' �� tJ� y
REINFORCEMENT W
CN 10016505
RODS (8)
(SEE NOTE 3)
X UL4 SEE NOTE 9
6'
L-
T- SEE NOTE x WE POLE FOUNDATION -
NOTES: =30' & 35' GALVANIZED STEEL FOUNDATION SEE NOTE 1 -
1. GROUND EACH POLE WITH 2-5' GROUND RODS, GROUNDING CONDUCTOR MUST BE ATTACHED TO ROD GROUNDING DEVICE AT
POLE HANDHOLE AND NEUTRAL OF SUPPLY CABLE.
2. FOUNDATIONS SHALL CONSIST OF 3000 PSI CONCRETE AND WITH DIMENSIONS SHOWN UNLESS OTHERWISE SPECIFIED. THE
THREADED PORTION OF THE ANCHOR BOLTS SHALL EXTEND 41/4' ABOVE THE FOUNDATION. CARE SHOULD BETAKEN TO MAKE
THE TOP AS LEVEL AS POSSIBLE. THE CONCRETE SHALL SETUP FOR THREE DAYS BEFORE INSTALLING THE POLE. MAKE SURE TWO
TO THE POLE. MAKE SURE TWO TO THREE THREADS ARE SHOWING WHEN NUT IS TIGHTENED TO ANCHOR BOLT. SEE DETAIL 'B" ON
DWG. 30.09-05 FOR MORE DETAIL.
3. WHEN SPECIFIED, USE ALTERNATE FOUNDATION FOR POLES EXPOSED TO TRAFFIC WHERE IT IS NOT PRACTICAL FOR CUSTOMER TO
PROVIDE CURBING FOR PROTECTION OF POLES ON STANDARD FOUNDATION. THE ALTERNATE FOUNDATION REQUIRES AN 18' OR
20• DIAMETER SONOTUBE FORM EXTENDING TWELVE INCHES BENEATH THE TWO 5/8' REINFORCING BARS ( CN 30804009) SHALL BE
TIED TO EACH ANCHOR BOLT, OVERLAPPING 24" AND EXTENDING TO WITHIN 6' OF BOTTOM OF FOUNDATION. AFTER 3-7 DAYS
REMOVE SONOTUBE FROM AND THEN RUB SPIRAL MARKS OFF WITH SANDSTONE. (REBARS ARE NOT TO BE USED IN THE STANDARD
FOUNDATION.)
4. FOR DIRECT BURIED CIRCUITS USE TWO 1-1/2" PVC BEND ( CN 372419) AND ONE 1" PVC CONDUIT FOR CABLE AND #6 BC
GROUNDING RACEWAYS FOR EITHER FOUNDATION. CONDUIT MUST EXTEND ABOVE CONCRETE LEVEL. EXIT AT TRENCH WITH 6'-12'
EXTENDING FROM BASE. SEE FIGURE C.
5. FOR CONDUIT STUB FEED INSTALLATION USE TWO 1-1/2' PVC BEND AND CONDUIT FOR CABLE RACEWAYS, ONE 1" BEND AND
CONDUIT FOR #6 BC GROUNDING RACEWAY FOR EITHER FOUNDATION. CONDUIT MUST EXTEND ABOVE 1' PVC CONCRETE LEVEL.
EXIT AT TRENCH LEVEL WITH 6"-12' EXTENDING FROM BASE. SEE FIGURE B.
6. FOR CONDUIT MULTIPLE FEED INSTALLATION, USE TWO 1-1/2' PVC BEND AND CONDUIT FOR CABLE RACEWAYS, ONE V PVC BEND
AND CONDUIT FOR #6 BC GROUNDING RACEWAY FOR EITHER FOUNDATION. CONDUIT MUST EXTEND ABOVE CONCRETE LEVEL. EXIT
AT TRENCH LEVEL WITH 6"-12' EXTENDING FROM BASE. SEE FIGURE A.
7. THE DIRECTION OF PVC RACEWAY(S) IS DETERMINED BY THE LOCAL ENGINEER WRITING THE WORKORDER
8. FOR 20' DIAMETER FOUNDATIONS USE 7'-0• EMBEDMENT. FOR 18" DIAMETER FOUNDATIONS USE 5'-0' EMBEDMENT.
9. ON ALL PRECAST FOUNDATIONS, THE COUPLING MUST BE ATTACHED TO THE BEND AND INSTALLED FLUSH WITH THE SURFACE OF
THE CONCRETE BASE, NOT TO EXTEND MORE THAN 1/2' FROM EXTERIOR SURFACE.
FOUNDATION TYPE & SIZE COMP. UNIT I POLES AND BOLT HOLE CIRCLES
STANDARD 18" X 5' 1 LE N DI8XSC SQUARE & GALV. STEEL A/B 10.5 B.C.
ALTERNATE 18" X 7' LFN DI8X]C SQUARE & GALV. STEEL A(B 10.5 B.C.
STANDARD 20" X 7' 1 LFND20X7DLRTPC 1 35'/39' ROUND TAPERED A/B 12.5 B.C.
ALTERNATE 20" X 9' LFN D20X9DLC 35'/39' ROUND TAPERED A/B 12.5 B.C.
IkIke
FOUNDATIONS FOR ANCHOR BASE
$1.SED
ABY
LIGHTING POLES
e♦�o
DwG
CK'D APPR.
^ 3a.U5'UZ
ZCP-15-15
Town Certification, This design has been reviewed by the Development
Services 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 Knightdale.
BY------------------- Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdole and serve as
construction plans for this project.
BY------------------- Date: -------------
Administrator
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Date: 07/11/2019
Scale: 1" = 50'
Drawn By: Checked By:
JRR CMR
Project Number:
19-0001-988
Drawing Number:
C.8.0

fen
DUKE
ENERGY.
The energy-efficient Roadway LED is a green
solution and great fit far streets, roads, long
narrow areas and parking lots, The Roadway LED
delivers light where it is needed, while increasing
visibility and reducing spill light to adjoining
properties- Selected to be an alternative to Oe
100- to 250 -watt high pressure sodiuln light
fixture, this fixture provides a wllita light source
that will enhance calor$, adding to visual acuity
and improving area uniformity.
For ad4llit117211 InrorMatiall. Vigil ux at
duire-energy.corn OutdocwLrghting
or tall us toll-free at $66-769-6417.
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LED 140 150 170 1 108 150 1 216 1 284 watts
(Nght•emll'ting diode)
Mounting height 25'- 35'
Colors Black
Cray
Pales Static cast concrete
Wood
Neighborhoods
Applications roadways
Shopping centers
-; DUKE
x. ENERGY
Light source: LED (while)
Wattage: 41t 50 1 70 108 1 150 1 216 1 284 watts
Light pattern: VESNA Tylia III (oval)
IESNA cutoff classlficatlon: Full cutoff
Color temperature: 4,000#1
Warm-up and restrike time; lnslanl on (ria warm-up or resinke im?0
Poles available:
Name
Static cast concrete
Wood
Features
Lfttle or no Installation cost
Design services by lighting professionals Included
Malintenaoce Included
Electricity included
Warranty included
One low monthly cost on your electric bill
Turnkey operation
Backed by over 44 years of experience
Hee Uhtri ufiarr frffferh
Mounting height Color
25' - 35' Gray
26' - 35' Standard
Benefits
Frees up caphal for other projects
Meets industry standards and lighting ardinances
Eliminates high and unexpected repair bills
Less expensive than metered service
Worry -free
Convenience and savings for you
Provides hassle -free installation and service
A name you can trust today .,, and tomorrow
CSXW LED
LED Wall Luminaire
Specifications
Height:
;i91 Ln,l H
Width! 16-316°
f4! 6rm
Depth- 4 5r`6 �— W D
weight 3016s
(Inax)-
catsrng
P Notes
r
3'Pe
Introd+ucHon
The Contour"' Series luminaires offer traditional
square dayfcrms with softened edges for a
versatile look that complements many applications-
The CSXVV LED combines the latest in LED
technology with the familiar aesthetic of the
Contour" Series for stylish, high-performance
illumination that lasts. It is ideal for replacing 100-
400VV metal halide in wall -mounted applications
with typical energy savings of 80% and expected
service life of Over 100,I)IX hours.
• EXAMPLE- CSXVV LED 30C 700 40K T31VI MVOLT DDBXD
u"Im II
1 CSXW LED I 30( 3IFLEDA
700 700 mA
1004 1400 mA
Mounting fS6rtai1
1 AN 50001E
tits wnh
iastenere
12M Type II,
medium
MR LT'
1A
Shi E ed Included
Shipped installed
Pr h0tueleLrr till,
(blank) Surface mount
13M
IypeJ].
208-
Al,
Daamtype�'
LI'W
694V
medium
0.41.
UV
)MG
OdOvdimming
RIM
iypeIV,
24D'
Shippedseparately
5
wires pilled outfide
medium
277'
BBW SurFatr
7
flxture(Farusewllll
an eL7(risal [orient,
TFTM
1 yPe
347
moUn[ed back
OX2
Wrderrd sepuxely)
0.90.?
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SF
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medium
or
347
Doublefus oB,240,
48OV}r
Shipped separately'
VC
Ve&I guard
M
ft guard
Accessories
crdc,_d..d.nwPr llgoor.Ivly.
0AWBBWDBBA)U Bad bmaotess4715*4fftW
GEWWG II Woe gaard gm.5gry
iSkWMG l Vandafyuanimmsory
Lumen Qutput Lumen Ambient Temperature (LATE Multipliers
Lumenvabsesare from photomatdr testsparfnm5 d n wrardence with IFsNA LM -79-6s. iaatas roreidered to he represeniativ+a Use lhese faotara to determine relative I—an rvtpo iryr xa"e ambient lempmretwes
d the ­69—t­shrngn, within the toleiarce F.,r d by Lghting Facts. C[mtadfadoryfaparko n. dal ort arty from D -WC 132AWFj.
configurations noT 64 Ewe
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5
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ruitage option.
6
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ink ka d.
7
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1.434
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WE 32T 1.02
161c gaff 1.01
2411E WF 1.0D
2T'F t.oa
eine Iw F 1.00
4me 1047 0.'.19
Projected LED Lumen Maintenance
D.la rlerrnrrs the extrapolated periom,anw pryect�ans fur the C57tW LEp ploti4cm m
a 25°6 amhiarN. based as 1p,000 ha,5rs aF LER SGUng heated prr IESTJ.4 41d -&4P8 and
p qo .d per IESNA TM -21-111.
To calculator LLF, use the lumen mmnte nie facwthat misspends to the dewed number
of operating hours beiorw. Furothw lumw, rralntrrnsnca values, oop4d fac[ury.
G 25mo "+4.900 100,000
1-0 ON 0.91 O.tlS
Electrical Load
• r ! a -r9 see cvmf73ete f7ir7Q9fi14t119 repvrt� 9r dvwnlvad ,les filesfar this prvduc#, visit lik;lonia lighSing's .:ti'",'u I:r;n�=F ,qF,
DDGM Dark hronle s,ivnicandle plots for the CSxw LED MC 1CON40K Dim oa .s m unl s - outs
oBl1D BIdC! LEGEND a a x, a, a a 4 a i r e e 1 a 1 c c a a, r r r z 4 [ a a t r t I a 1 a
DNAX0 Natural ehfminuni .1.011 + ' + e
■ 0.5 k . - c _ — - --- --- � r 't --
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DWHGXD Tl lauxd who
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ILI
NOTES
I
Cunfigwed wah QMK V40Kl prowd% the ahwten
INV
208V
24DV
27TV
347V
4aDV
700
694V
tiro
0.41.
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0.331
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0.196
!OC
A%orawfes mfamatlw at lab
5
Photacammi NF1 mqum 120, 2{16.2!11" 277 or 347
ruitage option.
6
Must be ordered w@h fxwe; cannotheirmld
ink ka d.
7
1DOa
104W
1.434
0599
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0.90.?
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DDGM Dark hronle s,ivnicandle plots for the CSxw LED MC 1CON40K Dim oa .s m unl s - outs
oBl1D BIdC! LEGEND a a x, a, a a 4 a i r e e 1 a 1 c c a a, r r r z 4 [ a a t r t I a 1 a
DNAX0 Natural ehfminuni .1.011 + ' + e
■ 0.5 k . - c _ — - --- --- � r 't --
DDBT1(D lfflmeddarkhanm r € a $
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DBLBXO TexrleeltMad
•,
DHNTIm Tex[Itmd na[U:JI
ZiD
aluminum
DWHGXD Tl lauxd who
-oar clot L4 faM -- a TFrM _
ILI
NOTES
I
Cunfigwed wah QMK V40Kl prowd% the ahwten
lard linos. Cansull fhttory cur 5t100K V5W lebd
limey
2
MVOLT dr or cperatae an any &w vwhaga from 12DL-
27M50160 hW. 5peyly 120, 248, 240 or 277 option(
anly4w ordering with (wase 5F, of apbansl m
photacoatro9 [AE option).
3
A%milablo with 7WmA options only [aX700)
4
Nmavailahle as saparato act mry, tee
A%orawfes mfamatlw at lab
5
Photacammi NF1 mqum 120, 2{16.2!11" 277 or 347
ruitage option.
6
Must be ordered w@h fxwe; cannotheirmld
ink ka d.
7
5ing6fga{5FJ requrt9s 120, 2774, 3[7 voltage
Option. GeLkle fuse [DF1 requires 2n8, 240 or4a0
voltage option,
FEATURES & SPECIFICATIONS
INTENDED USE
The Contnur Series Wall LED luminaire is ideal far rammemol building mounted applimtonsfrom
over-rhe-dv to 26ft motlntirighelght5.
CONSTkutnoN
Rugged, dra-cast, singlRpiate aharninum housing. Unique f3 through design far optimrred
thermal management Modularity alibis for ese of maintenance and pntarmal forfuture system
upgrades. MetallK arisen cgrrei=_ the "h -.hop of tousing, pn va ting dehn5 build-up while alhrning
for am flow. Housing is completely sealed against main m and a Amnmental contaminants
FINISH
Exterior parts are protected by a ATV-4nft d Super Durable TG IC thenndset powder coat fin th
thatpro,ndes supena resis'.anceto corrosion and wead�ering Ati9h0y controlled mrxltl tape
process ensures a minimum 3 m ig thickness for a $nigh that can mthsrand extreme dimate
charges vathauLcracking f peering
OPTICS
Precision -molded ecryhc kp.es provide opt.M.E fyminaire gpgdrg end improv d unefgrmgy
Lenses are indexed to.ihe arcus board to eruure consistent optical alignment and delivering
tepeal►61e phptometri�perfomlance. Light rLnginuhre available in s7alttfard 46170Y. {76 Cf;l) ur
�uonal 5QWK f67 GRq configurations. The Q: XW has zero uptight and'qcidvhtes as a Nighttime
Friendly lu product, meaning it ra =Pngl tent vwth Use LEEDa and GraL+n Glgb %'l ukerra fw
orcin inatin9 w49tBf0i Upliglt.
ELECMECAL
Light engine consists of 36 high -efficacy LEDs mounted to a metal --ore orcud hoard m
mewmixe heat dssipatron and promote Fong bfe [103,006 his at 4TC, 1-7N. Class 1 electfnmc
dnver has a power factor x90%, THD c2W and has an expected life of 106,66 hours vvdh
41%fadure late. Casily-serrireable surge protection deice meets a T lnlmum Category C
Lv operation[per A.NSVIEEEU2412!.
INstA-UA 1oN
Universal mounting mechanism with int.egraf maurmng suppprt a?Iows fixture is hinge dpWn
Bubble leve(provides corract alignment with every installauo
LE"MCA
C5A Certified td U.S. and Canadian standards. Rated for 4M minimum ambsent Light
engine is IP66,aled. Luminaire is IPE$ rated
D4oignwghts Comonium® aDLCI quail f ed pmdya Niat al l varsrons o! Ihip product may
bo DLC quahfryd Please chock tf14 DLC Qmald-d Products LA at W
*onium WHO VerSrons aro gU41iL}d
WARkANTY
Synar limned warranty Complete warranty terms 1 , tea at
Nntw Spaofrcaul subject to Yhange without n01i -
Actua: performance may ditfer a5 a 4wlt of ard•user emnr0nmmnt end a�plitatl6n.
ASI -1M ora 4.!Jgh 6r typical Vafud,, meaaurad under Iab,,t.Mry -d1 lDirs at 25 `C.
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®;Al2-261$ Aewty Brands Lighting, 3I—All rights reserved. 2611
Rev. 10f3Lt11$ r�'�L�/ G' Q 2.2(116 ACuHr
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} Electrical Load Lumens per Watt iEfficacy) 96.24 Lumens per Wart (Efficacy) 96.24 1`11) �++
LIL LED is a compact and energy efficient wall
Color Accuracy . ColoY AcCuracy
luminaire ideal for replacing small incandescent and = x r....a n ..., 75 s je pine 75
Specifications Projected LED Lumen Maintenance
CFL luminaires. Photocell and battery pack optionsI A,40 Inv � Dern relererrcem tiseextrspaleted pd.—n.p,q.,h oma 2VCarn6ient, based
With $atter] on -4.600 heti s of LED testing (msrsd per IE 5NA iJ 1�0 6B and prnjeded per IESPIR 1 r r r
Standard Pstkt EL) make LIL LED great for installations above doors, UL UP 14W o.07 9.04 Dn1 0,0, TM -21-11)
5' 5.718- balconies, garage or warehouse entrances, and TocakulawLIU`, ethelumen mainoenancefworthaccorrespwdsmthe desimdmmlaw
Width: efoperating bolus belon. For o9her lumen mainterance vahce" Eontactfariwy
security applications, VVhether directly mounting
5-1/8' 6-11$'
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Hight: to a recessed unction box, or using the back }lox C 4 R 0
Depth. 2-314• A-114' accessory for conduit entry/through wiring, LIL LED =Ili 292 oA "" ,;,.,- ,a•,,.,,,,,::. �\ � � S.'��/�
has you covered!
Weight:
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• EXAMPLE: LIL LED 40K IVIVOLT WH le �y••FNGI NE��:' G `
UL LEp a • . . • To sec complete photometric rcporta or do',Ymlead .fes h&m for this pmduct,,nsit the Lfthonia Lighting LL _LL homepage. Tested in /'/,/ �FR p N M
acmrdancrr with ESNA iM•79 and LWO standards
1 - =,MELEE
LIL LEO XSIS hIVOLT LIL LED XXK h1VOILT EL 07/11/2019
LEGEND S6i
LIL L 301E 3�-JQ E MVOLT 120;277' (blank) None 4lankl None DDBTXD Dark brorm S� iqy.
40X I:i:i:l h
PE NIVDLT huna pl bluelr' BE Back L�oxaccessnr� WH White 0-1 U r2t
Ei Batlelypafk for GondLlll vnring' ■ 0.2 ft
1.0 fc
Accessories
a�n>.a,t�rdrr�nry
OL LED 88 DDBTXD Back haulf9rconduitentry appllca0m,dark bien e • Cl (We•1.4V1lrXH
LALED 18WH Badtbox for condolrennyaMicaDons,whir@-ClCOO 1249WU
FEATURES & SPECIFICATIONS
WENDED Lisp
Th­ersatihty oFUL LEL] combines a sleep, compact profile With phamcell and emergency hattery
pad- optrons to pmvide agraat satution for wall mountapplications. Ul- LED is ideal for replacing
up to 10OW mcande ntor.32W CFL luminaires in installations above doors. balconies, garage
ar warehouse entrances, and sr_urity appiicataons It can also:. he usedfordecoraaw and genera'.
lighting in outdoor environments
CON57RUCMGN
Ahiminum housing with white oT textured dark bronze paintfor lasting durandity The
polycarbonate lens --sates ynif4 m light dmvibutan, and It Is UV teeAtant - great for outdpw
environmental
OpTics
LghL engines are avalaloae in 399DK and 40X0 CCTL Sea LgMing Facts label and photorrvtT*y
rop4rtz lorspe65c nr<4,re pedormarrce
ELECTRICAL
LED tuchnningy provxdes IDng operating rife VW50,000 hairs at 25"C} Electronic drivers have a
prveF Fa�ar sQtaK and THD r20%and a minimum 2 %V surge rating
NDTES
1 MVOLT diner opaates m 124V and 272V (WWHrl
2. []pti 9 wressbryfar cmdun amry wiring. Can he wide dm+.the
luminaire or separately. Shipped separataly. BB opaor, 6 nos available with
emergency battery pack 1E12 version.
INSTAUAT1ON
Ewdy mounts ria r"c wd junction boxes or ldr wrlaw mouming and cru,durr entry— mth
the bad- bcernth twb 11i' threaded @ondull onuy hubs
This Iumanaim is mqunted w.tft the lens facing dorm Nr kcal wire m mqu,md forthree phase
Input
LIMNG5
UL listed to U S and Canadian safety atandands for wet.locaocns Rated far 40? C minirrwrn
LV db" C maximum amh,enLtsmperature. Ba[tary pack versions are rated to 7 C minimum.
Tested In accordance nth IESNA LYM and LM450 Etandards
[3eargnL,ghu C:onsortlumdD [DLC} qualdied prnduet Nat a!I versions of this prod5xa may be
DLC qua died. Please check the IDLE Qua3ifed Nn Cs List atL to
confirm which yersiops are qualified
Elrgihre to {se u�nn&.d for Tare 26 end Title !?4 oampl—e
WARRANTY
5 vvar hmitedvrarrxnty, Complete rvarrnnty losmp lacowd M
ii. 1 .1
Note: Achual peffam+anca may differ as a re:suir of end-usmr environment end appaaratbn
All values arm design ar typical values, measured under lakwratory cwdrhons at25°C
Speciflcatians s bjed w ch ange withgut nobca
11WX7JV1A One Lithania Waj • Gonyeirs, Gawgla30012 Phan@: 8DD274-8041 .. nw4a.IJINCH4 corn
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Rev. 011OU19 j ffiH 2017.2019 Acuity fi mode Lighting, Inc All rights �serv�d. Rs' :1:{ : P. 1'
BUILDING ENTRANCE LIGHTING CUT SHEETS
fA1JrH,,0#V1A One Uthonra Way • Conyers, Georgia 3OD12 [ Phone: W0.274.8041 • o..'vv. I,;I u
�� 9101E-2619 Acuity Brands Ighting, trio Alf sigrtu rss9rved.
Uu L4 -u
Rev. oamf m7
ZCP-15-15
Town Certification- This design has been reviewed by the Development
Services 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 Knightdale.
BY------------------- Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
BY------------------- Date: -------------
Administrator
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Date: 07/11/2019
Scale: NOT TO SCALE
Drawn By: Checked By:
JRR CMR
Project Number:
19-0001-988
Drawing Number:
C.8.1

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SCALE: NTS
CODE
QTY.
BOT. NAME / COMMON NAME
20'
COND
SPACING
30'
NOTE:
PROVIDE KEYED IN FILTER FABRIC
r
(4) SA LA
(3) 1P0 CO
PE VI
98
Peltandro virginica
(3) PE VI
plug
LOW SIDE OF SHELF
MIX
A
Arrow Arum
STORMWATER MANAGEMENT SUMMARY - ANALYSIS POINT #2
(3) SA LA
233.50
MIX
B
(4) IR VI
9/r
plug
24" o.c.
MIX
C
(3) JU EF
PERMANENT POOL AVERAGE DEPTH: 5.19 FT.
(3) CA TE
6' AQUATIC SHELF
MIX
D
(3) AS IN
9"
plug
24" o.c.
SURFACE AREA/DRAINAGE AREA RATIO (SA/DA): 4.18
IMPERVIOUS AREA DRAINING TO POND: 79.7%
Pickerel Weed
PRE -DEV.
POST -DEV.
HIGH SIDE OF SHELF
MAX. WATER
(3) CA TE
MIX B
234.50
IR VI
131
(3) LO SI
(4) LO CA
plug
24" o.c.
(4) LO EL
Blue Flag Iris
(YR)
RATE (CFS)
Field Locate
TYPICAL AQUATIC SHELF
PLANTING LAYOUT
Juncus effusus
SCALE: NTS
CODE
QTY.
BOT. NAME / COMMON NAME
T­SlE
COND
SPACING
30'
NOTE:
PROVIDE KEYED IN FILTER FABRIC
MIX A
EMERGENT DEEP (6"-3" BELOW WATER LEVEL)
PE VI
98
Peltandro virginica
18//
plug
24" o.c.
UNDERNEATH RIP RAP RIPRAP APRON
CLASS 2 STONE
IMPERVIOUS AREA DRAINING TO BASIN: 18.4 AC
Arrow Arum
STORMWATER MANAGEMENT SUMMARY - ANALYSIS POINT #2
Field Locate
SA LA
131
Sagittaria latifolia
9/r
plug
24" o.c.
Broad -Leaf Arrowhead
PERMANENT POOL AVERAGE DEPTH: 5.19 FT.
PERMANENT POOL SURFACE AREA: 52,968 SF
Field Locate
PO CO
98
Pontederia cordata
9"
plug
24" o.c.
SURFACE AREA/DRAINAGE AREA RATIO (SA/DA): 4.18
IMPERVIOUS AREA DRAINING TO POND: 79.7%
Pickerel Weed
PRE -DEV.
POST -DEV.
Field Locate
MAX. WATER
OUTLET PIPE
MIX B
EMERGENT SHALLOW (3"-0" BELOW WATER LEVEL)
IR VI
131
Iris virginica
18"
plug
24" o.c.
= 42,061 SF
Blue Flag Iris
(YR)
RATE (CFS)
Field Locate
JU EF
98
Juncus effusus
91,
plug
24" O.C.
TEMPORARY POOL VOLUME: 419,275 CIF
Common Rush
CONCRETE RISER
Field Locate
SA LA
98
Sagittaria latifolia
9"
plug
24" o.c.
Broad -Leaf Arrowhead
Field Locate
o
SURFACE AREA PROVIDED > SURFACE AREA REQUIRED
1
22.84
0.86
137,272
MIX C
EDGE (0"-3" ABOVE WATER LEVEL)
52,970 SF > 42,061 SF
AS IN
98
Asclepias incarnata
24"
plug
24" o.c.
Swamp Milkweed
AVERAGE BASIN WIDTH AT PERMANENT POOL: 155 FT
Field Locate
CA TE
98
Carex Tenera
18"
plug
24" o.c.
REQUIRED VOLUME TO CONTROL THE 1" STORM
Quill Sedge
10
114.40
Field Locate
LO EL
131
Lobelia Elongata
18"
plug
24" o.c.
INTERIOR BASIN SIDE SLOPES BELOW PERMANENT POOL:
3:1
Longleaf Lobelia
.
,
Field Locate
p ^p^ ^p�
RUNOFF COEFFICIENT (RV): STORM RUNOFF (IN) / STORM RAINFALL (IN)
INTERIOR BASIN SIDE SLOPES ABOVE PERMANENT POOL:
3:1 100
162.58
MIX D
SATURATED (3"-6" ABOVE WATER LEVEL)
CA TE
98
Carex Tenera
18"
plug
24" o.c.
Quill Sedge
Field Locate
LO CA
131
Lobelia cardinalis
18"
plug
24" o.c.
Cardinal Flower
O O O O
Field Locate
LO SI
98
Lobelia siphilitica
24"
plug
24" o.c.
Great Blue Lobelia
RV = 0.05 + .009 * (I)
Field Locate
NOTE: SIZE INDICATED AT TIME OF PLANTING.
1 , /
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EX. WETLANDS
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PROP. TOWN. -OF Kl�
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241
243
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--245-245-
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245 245•
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------------------------------
p�� 1p4 9)3�660TgRT
2�1 ------------------------- ------
-- / /
M 140
R O
239 - y
1
2g Ai y/AO 9 E�NOEZ &
o
SQ / \ \ \/. 1�43 S 3/3626
------242
--------------
� \ \ 233
------------
238 y2�oso-----------
�2 (6 ^�' 243 24S
/ Y / `\>
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\x
--
3/
230
229 ',N
NcO
FOREBAY Zz���o��
Q
A
/ 2t1
D
RAP D 234
D
236
° ---238 -
� � 240
'240-50
2
241,------�4j -24s �xs
248
GRAPHIC SCALE WE T P 0 N D
30 0 15 30 60 120 PLAN VIEW
t1C 253.42
WET DETENTION POND: BASIN SIZING, CALCULATIONS, AND REQUIREMENTS
REQUIRED SURFACE AREA FOR PERMANENT POOL
BASIN REQUIREMENTS
BASIN BOTTOM ELEVATION: 228.00 (227.00 PROV. FOR 1' OF SEDIMENT STORAGE)
FOREBAY BOTTOM ELEVATIONS: 228.00 (227.00 PROV. FOR 1' OF SEDIMENT STORAGE)
( IN FEET )
1 inch = 30 ft.
30'
NOTE:
PROVIDE KEYED IN FILTER FABRIC
TOTAL DRAINAGE AREA TO BASIN: 23.1 AC
WET DETENTION POND: BASIN SIZING, CALCULATIONS, AND REQUIREMENTS
REQUIRED SURFACE AREA FOR PERMANENT POOL
BASIN REQUIREMENTS
BASIN BOTTOM ELEVATION: 228.00 (227.00 PROV. FOR 1' OF SEDIMENT STORAGE)
FOREBAY BOTTOM ELEVATIONS: 228.00 (227.00 PROV. FOR 1' OF SEDIMENT STORAGE)
( IN FEET )
1 inch = 30 ft.
30'
NOTE:
PROVIDE KEYED IN FILTER FABRIC
TOTAL DRAINAGE AREA TO BASIN: 23.1 AC
PERMANENT POOL ELEVATION: 234.00
J
UNDERNEATH RIP RAP RIPRAP APRON
CLASS 2 STONE
IMPERVIOUS AREA DRAINING TO BASIN: 18.4 AC
TEMPORARY POOL ELEVATION: 236.40
STORMWATER MANAGEMENT SUMMARY - ANALYSIS POINT #2
D50 = 12"
PERCENT OF IMPERVIOUS FOR DRAINAGE AREA: 79.7%
6" PVC W/
a
DMAX = 18"
PERMANENT POOL AVERAGE DEPTH: 5.19 FT.
PERMANENT POOL SURFACE AREA: 52,968 SF
FOR 48-HOUR
APRON THICKNESS = 27"
SURFACE AREA/DRAINAGE AREA RATIO (SA/DA): 4.18
IMPERVIOUS AREA DRAINING TO POND: 79.7%
RETURN
PRE -DEV.
POST -DEV.
STORAGE
MAX. WATER
OUTLET PIPE
REQUIRED SURFACE AREA: SA = (4.18/100)*(23.1 AC)*(43,560 SF/AC)
EVENT
RELEASE
RELEASE
PROVIDED IN
SURFACE IN POND
O O O
= 42,061 SF
PERMANENT POOL VOLUME: 205,909 CF
(YR)
RATE (CFS)
RATE (CFS)
POND (CF)
ELEV. (FT)
a a
a a a
a
3000 PSI REINF.
PROVIDED SURFACE AREA: SA = 52,970 SF
TEMPORARY POOL VOLUME: 419,275 CIF
CONCRETE RISER
27"
FOREBAY VOLUME: 32,928 CF (=16.0%)
o
SURFACE AREA PROVIDED > SURFACE AREA REQUIRED
1
22.84
0.86
137,272
236.37
9
O O O O
52,970 SF > 42,061 SF
AVERAGE BASIN LENGTH AT PERMANENT POOL: 345 FT
2
36.11
2.14
159,494
236.73
AVERAGE BASIN WIDTH AT PERMANENT POOL: 155 FT
REQUIRED VOLUME TO CONTROL THE 1" STORM
BASIN LENGTH TO WIDTH RATIO > 2:1
10
114.40
7 52
245 172
238 D =
05 " 30
O�O�O�O
33'
RIP RAP SECTION VIEW
INTERIOR BASIN SIDE SLOPES BELOW PERMANENT POOL:
3:1
.
,
.
p ^p^ ^p�
RUNOFF COEFFICIENT (RV): STORM RUNOFF (IN) / STORM RAINFALL (IN)
INTERIOR BASIN SIDE SLOPES ABOVE PERMANENT POOL:
3:1 100
162.58
68.88
316,837
239.10
�/�/)
NOT TO SCALE
INTERIOR FOREBAY SLOPES: 3:1EXTERIOR
PERCENT IMPERVIOUS (I): DRAINAGE AREA (AC) /IMPERVIOUS PORTION OF DA (AC.)
BASIN SIDE SLOPES: 3:1
O O O O
BERM ELEVATION:
RV = 0.05 + .009 * (I)
FOREBAY BERM ELEVATION: 234.00
= 0.05 + .009 * (79.7)
= 0.767 IN/IN
BUOYANCY CALCULATIONS
REQ. VOL. FROM 1" OF RUNOFF= (DESIGN RAINFALL) * (RV) * (DRAINAGE AREA) WEIGHT OF CONCRETE (DOWNWARD FORCEZ #4 BARS- WELDED IN
(1" )*(0.767 IN/IN)*(23.1 AC)*(43,560 SF/AC)*(l FT/121N ) RISER: (2(4'x0.67') + 2(5.33x0.67')) x 9' = 112.5 CF SYMMETRICAL PATTERN
64,305 CF FOOTING: 1' X 9.33' X 9.33' = 87 CF (WITH HATCH FOR ACCE
* VOLUME FROM 1 -INCH PROVIDED BETWEEN ELEVATIONS 234.00 AND 235.16 GROUT: 1' X 4' X 4' = 16 CF
CONCRETE VOLUME X CONCRETE DENSITY =
= (112.5 CF + 87 CF + 16 CF) X 150 LBS./CF
PROVIDED VOLUME FROM 1" OF RUNOFF = 138,908 CF
= 32,328 LBS.
VOLUME PROVIDED > VOLUME REQUIRED WEIGHT OF WATER DISPLACED (UPWARD FORCEZ
138,908 CF > 64,305 CF RISER: 5.33' X 5.33' X 9' = 256 CF
TOWN OF KNIGHTDALE VOLUME REQUIREMENT CALCULATIONS FOOTING: 1' X 9.33' X 9.33' = 87 CF RISER STRUCTURE I I I
WATER VOLUME X WATER DENSITY �'� i 5-4"
REQUIREMENT: CONTROL AND TREAT THE DIFFERENCE IN STORMWATER RUNOFF VOLUME LEAVING = (256 CF + 87 CF) X 62.4 LBS./CF
THE PROJECT SITE BETWEEN THE PRE- AND POST -DEVELOPMENT CONDITIONS FOR, AT A = 21,403 LBS. < 32,328 LBS. I I
MINIMUM, THE 1 -YEAR, 24-HOUR STORM. RUNOFF VOLUME DRAWDOWN TIME SHALL BE BETWEEN
24 AND 120 HOURS. STRUCTURE WILL NOT FLOAT
ANALYSIS POINT #2:
1 -YEAR, 24-HOUR PRE -DEVELOPMENT VOLUME: 78,858 CF
1 -YEAR, 24-HOUR POST -DEVELOPMENT VOLUME W/O DETENTION: 319,343 CF
REQUIRED VOLUME TO BE CONTROLLED AND TREATED: (319,434 CF - 78,858 CF) = 240,485 CF
VOLUME PROVIDED: 240,853 CF
VOLUME DRAWDOWN TIME: 120 HOURS TOP RISER = 238.00'
(2) 6"Hx12"W ORIFICE
INV. ELEV. = 236.40 10'
4.7" DIAMETER ORIFICE ELEV = 234.00'
1.40' FREE BOARD BERM ELEVATION 240.5'
100 -YEAR ELEVATION = 239.10
3
36" RCP PIPE 10 -YEAR ELEVATION = 238.05' 1
W/ HEADWALL TEMPORARY POOL ELEVATION = 236.40'
17 BERM ELEVATION 234.00' PERMANANT POOL ELEVATION = 234.00'7 116
3 3 6' AQUATIC SHELF
6" I.D. PVC PIPE WITH 3 SEE PLANTING
SHEET
4.7" ORIFICE WITH 90" BEND 1
CONC RISER
BOTTOM OF FOREBAY - 227.00
(SEDIMENT LEVEL)
BOTTOM OF POND - 228.00 •• ....
COMPACTED EARTH
BAFFLE PRE -CAST CONC. BASE
SEE OUTLET STRUCTURE DETAIL
WET DETENTION POND SECTION
NOT TO SCALE
INVERT = 230.00'
56.6 LF OF 30" DIA. "0"
RING JOINT RCP ® 1.77%
3 11
TRASH GUARD
NOT TO SCALE
HEADWALL
INV: 229.00'
SEE TOWN OF KNIGHTDALE
HEADWALL STD. DETAIL
5.06 ON SHEET C.10.3
RIP RAP PLAN VIEW
NOT TO SCALE
.` TOP OF BERM ELEV. = 240.50
100 -YEAR ELEVATION = 239.10 1
3
HAND WHEEL
238.00 SUPPORT BRACKET
10 YR. STORM ELEV. = 238.05 1
(2) 6"Hx12"W ORIFICE INV. ELEV. = 236.4 3
1 YR. STORM ELEV. = 236.37 16" 3000 PSI REINF.
TYP. CONCRETE RISER
6" I.D. PVC PIPE W/ 4.7" ORIFICE & 90' BEND STRUCTURE
INV. ELEV. = 234.00
PERMANENT POOL = 234.00 PROVIDE STANDARD MANHOLE
STEPS ON INSIDE WALL OF
VERTICAL REINFORCING RISER AS SHOWN
#8 BARS O 8" O.C.E.W.
6" DIP 6" PLUG VALVE -
INV. ELEV. = 230.20 INV. ELEV. 56.6 LF OF 30" DIA. "0" RING
(DEWATER) = 230.10 JOINT RCP OUTLET PIPE ©1.77%
REMAINDER OF POND
SHALL BE PUMPED GROUT 230.00
-
_-III-I
-III-III-III-III III -III -III -III -I
I I-III=III=III=III-I I I i I I I i i I I TOP OF FOOTING ELEVATION: 229.00
BOTTOM OF POND ELEV. = 228.00
COMPACTED
SUBGRADE
HORIZONTAL REINFORCING
#4 BARS @ 8" O.C.E.W.
a
3000 PSI REINF.
CONCRETE FOOTING
WET DETENTION POND OUTLET STRUCTURE SECTION
NOT TO SCALE
i
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249 41
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NOTES Q V Q a
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1. PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER Q W
THE OBSERVATION OF A QUALIFIED LICENSED GEOTECHNICAL ENGINEER 3.0
AND UPON COMPLETION OF THE EARTHWORK ACTIVITIES THE TOWN
MUST BE PROVIDED WITH A FINAL GRADING REPORT THAT INCLUDES � Z
THE CORRESPONDING COMPACTION TEST RESULTS AND CERTIFIES THE 0 Z
TYPE OF FILL MATERIAL AND ITS PROPER PLACEMENT.
Q J
2. EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, V)
FREE OF ROOTS, VEGETATION, ROCKS AND OTHER OBJECTIONABLE O
MATERIAL. SCARIFY SURFACES BEFORE PLACING FILL. PLACE FILL IN � m
6-8 INCH LOOSE LIFTS. COMPACT TO AT LEAST 95% OF THE STANDARD
PROCTOR DENSITY.
3. 6-12 INCHES OF CLAY SOIL (MINIMUM 15% PASSING THE #200 SIEVE
AND A MAXIMUM PERMEABILITY OF (1 X 10^-5 CM/SEC) SHALL BE
PLACED ALONG THE DAM EMBANKMENT AT AND BELOW THE NORMAL
POOL OF 248.50 TO SUSTAIN A PERMANENT POOL. APPROXIMATE
ELEVATION OF THE SEASONABLE HIGH WATER TABLE IS 238.00.
4. SLOPES ABOVE PERMANENT POOL SHALL BE SEEDED AND ��N11C A R 0',�����
STABILIZED WITH GRASS.
�
0
N
J
D
6" PVC W/
a
4.7" ID ORIFICE
FOR 48-HOUR
i
DRAWDOWN
t
(2) 6"HX12"W
A
ORIFICE
a a
a a a
a
3000 PSI REINF.
CONCRETE RISER
STRUCTURE
PLAN VIEW OF RISER STRUCTURE
NOT TO SCALE
PROVIDE STANDARD MANHOLE
STEPS ON INSIDE WALL OF
RISER AS SHOWN
3000 PSI REINF.
CONCRETE FOOTING
30" RCP
ZCP-15-15
Town Certification. This design has been reviewed by the Development
Services 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 Knightdale.
BY------------------- Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
BY------------------- Date: -------------
Administrator
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Date: 07/11/2019
Scale: H: 1" = 30'
Drawn By: Checked By:
JRR CMR
Project Number:
19-0001-988
Drawing Number:
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01.
CABLE/
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6.5' * *
TELEPHONE
12" 4'-0' MIN.
WHITE ON GREEN
CONDUIT
3" RADIUS
0
WATER LINE
APPROVED MANUFACTURER LIST AND THE
HIGH VISIBILITY
(NORTH & EAST SIDE)
CROSS SECTION
Z
DUCT AND INSTALLATION
CROSSWALK
F
1/8" RADIUS
1-
8.4'
PLANS OR AS DIRECTED BY THE TOWN.
THIS PORTION OF RAMP
'
8.6
N
6
ROAD EXTENSION
INFORMATIONAL SIGNFUTURE
4
NOTES 2, 9, & 14
X
W
8.9'
EXISTING 30" CURB AND GUTTER
REF: NCDOT
D
W
BACK OF SIDEWALK DROP PLAN VIEW
STD 1205.7
X
PROPOSED OR FUTURE
(2) FEET OF FULL HEIGHT CURB SHALL
(TYP)
ry
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SEE NOTE 3
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(TYP)
5.
6"
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"
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ROAD
D
a• : a'• • °
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AND 6.
TOP OF CURB
CROSSWALKS AT TEE INTERSECTIONS
PROPOSED
Z
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7.
CONCRETE SHALL BE A MINIMUM OF 3000
J
GRASSED PLANTING STRIP 3.5'
CURB & GUTTER
W
CLOSED
8.
AN EXPANSION JOINT OF 1/2' SHALL BE
2'-8"
1/8- RADIUS (TYPICAL)
PLACED AT THE JOINT BETWEEN THE
a'
LINE
0-
�.
SIDEWALK.
JOINT SEALER 1/8"
9.
THE INSIDE PEDESTRIAN CROSSWALK LINES
4 .'
4" � ° P
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HIGH MSIBIUTY
D
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PROPOSED 4" CONCRETE SIDEWALK
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20"
STANDARD
2'-6' CURB AND GUTTER
SURFACE OF GUTTER
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PROPOSED CONCRETE SIDEWALK 5'-D'
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THE CURB CUTS AND THE PEDESTRIAN
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r 6" -
CROSSWALK LINES SHALL BE COORDINATED
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3" RADIUS
JOINT FILLER
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13.
N
20' OF PEDESTRIAN CROSSWALKS.
r.• ., 1/8" RADIUS
X
RIGHT
OF WAY UNE
1/8" RADIUS
TO
1/4"
W
I I
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12"
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4" X 4" TREATED PANELS
TO MEET NCDOT
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SUPPORT SPECIFICATIONS
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PROPOSED
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1.
A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE
1'-6"
STANDARD CURB AND GUTTER
NOBS:
D WALK
PLANTING._ SIDEWALK
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
O
STRIP
1/2" JOINT FILLER
ONE 1/2" EXPANSION JOINT WALL BE REQUIRED AT 45'
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY
EXISTING CURB
1/4' PER FT
INTERVALS NOT TO EXCEED 50' AND MATCHING
CITY OF RALEIGH
NOTES:
"
THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
AND GUTTER
1/2, PER FT.
CRADLE PROTECTION
EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A
FOR
WATER
LINE
6" V-6"
- 8 1'-8"
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED
REVISIONS
- -
TRANSVERSE EXPANSION
SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
DHL
1. BARRICADE(S) TO BE ERECTED ACROSS ENTIRE ROADWAY
2-20-0
3' RADIUS
3" RADIUS
METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2' SHALL
JOINT IN SIDEWALK
INCLUDING CURB & GUTTER.
BE OBTAINED.
2.
SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
2. ADVANCE WARNING SIGN W14-1 (DEAD END) SHALL BE
02XX' 03 %
a
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO ALL RIGID
COMPACTED
BACKFILL
3.
WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL
PLACED JUST AFTER LAST INTERSECTING STREET.
12' a°
_
• 12"
OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4' MIN. A.B.C.
BE A MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE
3. MARKINGS FOR BARRICADE RAILS SHALL BE REFLECTIVE
s °'
a.
7" 7»
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI IN 28 DAYS.
CENTRAL BUSINESS DISTRICT WALL BE DETERMINED BY
AND ALTERNATE RED AND WHITE STRIPS.
8" ° a
•
8" a°. 9ar. • ° _ °
a: 9
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
TYPICAL SEC70N
THE TOWN ENGINEER.
4. "ROAD CLOSED" SIGN SHALL MEET SPECIFICATIONS OF
a
4.
WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS
M.U.T.C.D R11-2 AND BE REQUIRED ATOP EACH BARRICADE
USED.
�2'-0"�
03 X
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD
SHALL BE A MINIMUM OF 5' UNLESS OTHERWISE
SPECIFIED BY THE TOWN'S UNIFIED DEVELOPMENT
2'-0"
PROCTOR DENSITY.
ORDINANCE
2'-0" STANDARD CURB & GUTTER
NOTES:
5.
SIDEWALK TO BE POURED TO END OF RADIUS AT
SLOPE FOR VARIABLE
INTERSECTING STREETS.
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET APART.
SUPER ELEVATION RATES
6.
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI
REVISIONS
REVISIONS
REVISIONS
REVISIONS
2. CONTROL JOINTS TO 8E AT 5 FEET O.C.
REVISIONS
IN 28 DAYS.
DATE DESCRIPTION
DATE DESCRIPTION
DATE DESCRIPTION
DATE DESCRIPTION
3. ALL CONCRETE TO BE FINISHED WTH CURING COMPOUND,
DATE DESCRIPTION
4. SIDEWALK SUB BASE TO BE A MIXTURE OF 70 PERCENT X157 STONE AND
1 of
3of3
ASTM C33 SAND OR EQUAL. 1 of 2
2 of 2
STD. No.
STD. NO.
STD, No.
STD, NO.
STD. No.
TOWN OF KNIGHTDALE
TOWN OF KNIGHTDALE
TOWN OF KNIGHTDALE
TOWN OF KNIGHTDALE
TOWN OF KNIGHTDALE
TEMPORARY BARRICADE FOR DEAD END ROADS
CURB AND GUTTER
CURB AND GUTTER
CONCRETE SIDEWALKS
CONCRETE SIDEWALKS
STANDARD DETAILS
3 1 g
STANDARD DETAILS
4.01
STANDARD DETAILS
4.01
STANDARD DEfAII S
4 04
STANDARD DETAILS
4.04
R/W OR R R/W R
VARIABLE
RIGHT-OF-WAY
VARIABLE
PLANTING ROADWAY CLEANOUT
QIP ROADWAY & WATER
3.5 METER TYP
� TYP
WALK 2.5' 151-
POINT OF CROWN w,
0-C12► 9.02' 0.02' �C O?
�L
V
ZQ
B
MIN MIN
W
0
5.8'
6.8
bi
01.
CABLE/
SEWER UNE
6.5' * *
TELEPHONE
'
000
CONDUIT
1
0
WATER LINE
APPROVED MANUFACTURER LIST AND THE
HIGH VISIBILITY
(NORTH & EAST SIDE)
CROSS SECTION
Z
DUCT AND INSTALLATION
CROSSWALK
8.3'
AT LOCATIONS AS SHOWN ON THE
SPECI ICATIONS ARE FOLLOWED
REF:
1-
8.4'
PLANS OR AS DIRECTED BY THE TOWN.
THIS PORTION OF RAMP
'
8.6
N
6
10.3
CROSSWALK LIMITS.
4
NOTES 2, 9, & 14
X
W
8.9'
C
nON
REF: NCDOT
D
W
BACK OF SIDEWALK DROP PLAN VIEW
STD 1205.7
X
PROPOSED OR FUTURE
(2) FEET OF FULL HEIGHT CURB SHALL
(TYP)
ry
UJ o
6n
VARIABLE SLOPES NOT
TO EXCEED 12--1 (8.339
SEE NOTE 3
w
p
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(TYP)
5.
NO SLOPE ON THE WHEELCHAIR RAMP
Z
SHALL EXCEED 1" PER FOOT (12:1 OR
8.33%) IN RELATIONSHIP TO THE GRADE
Vp
D
W
AND 6.
THE WHEELCHAIR RAMP SHALL BE A
CROSSWALKS AT TEE INTERSECTIONS
Z
7.
CONCRETE SHALL BE A MINIMUM OF 3000
J
P.S.I. AND FINISHED WITH A NON-
W
VARIABLE
8.
AN EXPANSION JOINT OF 1/2' SHALL BE
RADIUS
IL
PLACED AT THE JOINT BETWEEN THE
VARIES
LINE
0-
1
SIDEWALK.
0
9.
THE INSIDE PEDESTRIAN CROSSWALK LINES
LJJ
HIGH MSIBIUTY
D
N W
W
(n
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ESTABLISHED BY BISECTING THE CURB
C) ZCL J
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SEE NOTE 9
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THE CURB CUTS AND THE PEDESTRIAN
FUTURE
OC Q
OL M
M
CROSSWALK LINES SHALL BE COORDINATED
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SEE NOTE 12
SO THAT THE BEGINNING OF THE
ow
CO=
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SEE NOTES 2, 9, & 14
Y L,
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TO INDICATE THE POINT AT WHICH
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POINT SHALL BE A MINIMUM OF 4'-0'
FZ
FROM THE PEDESTRIAN CROSSWALK.
13.
N
20' OF PEDESTRIAN CROSSWALKS.
TYPICAL
X
14.
ALL PAVEMENT MARKINGS SHALL BE IN
CROSSWALKS AND STOP LINES
W
W
D
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
CONCRETE
CRADLE PROTECTION
FOR
WATER
LINE
CROSSINGS
DWG. N0.
REVISIONS
DATE
REVISIONS DATE
W-41
DHL
2-20-0
R/W OR R R/W R
VARIABLE
RIGHT-OF-WAY
VARIABLE
PLANTING ROADWAY CLEANOUT
QIP ROADWAY & WATER
3.5 METER TYP
� TYP
WALK 2.5' 151-
POINT OF CROWN w,
0-C12► 9.02' 0.02' �C O?
�L
NOSES
1. THERE SHALL BE AN 18 -INCH VERTICAL SEPARATION
BETWEEN WATER AND SEWER LINES.
2. WATER AND/OR SANITARY SEWER UNES SHALL BE A
MINIMUM OF TWO (2) FEET FROM THE EDGE OF THE
CURB AND GUTTER.
3. ENCROACHMENT ONTO TOWN MAINTAINED RIGHT OF WAY
SHALL FOLLOW CONDITIONS OF THE APPLICABLE
ENCROACHMENT AGREEMENT OR FRANCHISE AGREEMENT.
4. STREET LAMPS SHALL BE PLACED SUCH THAT THERE
ARE NO CONFLICTS WITH STREET TREES.
REVISIONS
DATE DESCRIPTION
STD. No.
TOWN OF KNIGHTDALE
UTILITY
STANDARD DETAILS STANDARD LOCATION IN STREET j 1 j
-4
BOLLARD DETAIL
NOT TO SCALE
ROADWAY
NO PARKING FIRE LANE J
4" SOLID YELLOW LINE
MINIMUM 8" HIGH (THERMOPLASTIC)
YELLOW LETTERS
(THERMOPLASTIC)
TYPICAL FIRE LANE PAVEMENT MARKING DETAIL
1 REVISIONS I
R/W
8.0' MIN. - ONE SIDE ONLY
GRADE TO R/W ON OPPOSITE SIDE
SLOPE 1/2"/ FT.
STANDARD 30" CONC.
CURB & GUTTER
REVISIONS I
TOWN OF KNIGHTDALE I
STANDARD DETAILS IgE LANE PAVEMENT MARKING
NATURAL GROUND
CUT OR FILL SLOPE
SHALL NOT EXCEED ZLL
NATURAL GROUND
STD. NO.
TOWN OF KNIGHTDALE STANDARD SHOULDER SEC'T'ION
STANDARD DETAILS WITHOUT SIDEWALK 3.09
SLOT
FOUNDATION
I
1
3'-0" 1
I
I
T/FTG. (-)6'-8" -1
O 1
I � L
Ih
PLANTING SIDEWALK
STRIP W
A e
3' RAD. 2 X (MIN.) 1 X (MIN.)
8 X (M '-4 X (MAX.) 4' MIN
4 X (NORM) 2 X (NORM)
EXISTING 30'
CURB AND GUTTER 1 r
DROP CURB AT RAMP t
12: 1 MAX.
RAMP SLOPE
X
RAMP WIDTH AREA
IS VARIABLE
U SECTIONAL VIEW
O O 0 0
�1­045'R
J O O O O O 0,02'R
0 0 0 0 0 0 1/2" EXPANSION JOINT
o 0 0 0 0 o SEE STD. NO. 4.01
0.9' 0.4' 2.35'
0.20•
PRECAST"'•S
DETECTABLE
CLASS •e
NOTES:
1. DETECTABLE WARNING DOMES
SHALL COVER 2 FEET IN
LENGTH & FULL WIDTH OF
THE RAMP FLOOR AS SHOWN.
THE WALKING SURFACE SHALL
BE DARK GRAY (70%
CONTRAST RATIO) IN COLOR.
2. CROSSWALK WIDTHS AND
CONFIGURATIONS VARY, ALL
MUST CONFORM TO TRAFFIC
DESIGN STANDARDS.
NOTE:
A PORTION OF ONE OR BOTH
RAMPS MAY EXTEND OUTSIDE
THE CURVERADIUS.
CONCRETE
S-0" 4'-0"
GAS (SOUTH
B
MIN MIN
AND WEST SIDE)
5.8'
6.8
101-011- SANITARY
01.
CABLE/
SEWER UNE
6.5' * *
TELEPHONE
'
PROVIDED THE PRODUCT IS ON THE TOWN'S
CONDUIT
1
ELECTRIC CONDUIT
WATER LINE
APPROVED MANUFACTURER LIST AND THE
HIGH VISIBILITY
(NORTH & EAST SIDE)
CROSS SECTION
WHEELCHAIR RAMPS SHALL BE PROVIDED
NOSES
1. THERE SHALL BE AN 18 -INCH VERTICAL SEPARATION
BETWEEN WATER AND SEWER LINES.
2. WATER AND/OR SANITARY SEWER UNES SHALL BE A
MINIMUM OF TWO (2) FEET FROM THE EDGE OF THE
CURB AND GUTTER.
3. ENCROACHMENT ONTO TOWN MAINTAINED RIGHT OF WAY
SHALL FOLLOW CONDITIONS OF THE APPLICABLE
ENCROACHMENT AGREEMENT OR FRANCHISE AGREEMENT.
4. STREET LAMPS SHALL BE PLACED SUCH THAT THERE
ARE NO CONFLICTS WITH STREET TREES.
REVISIONS
DATE DESCRIPTION
STD. No.
TOWN OF KNIGHTDALE
UTILITY
STANDARD DETAILS STANDARD LOCATION IN STREET j 1 j
-4
BOLLARD DETAIL
NOT TO SCALE
ROADWAY
NO PARKING FIRE LANE J
4" SOLID YELLOW LINE
MINIMUM 8" HIGH (THERMOPLASTIC)
YELLOW LETTERS
(THERMOPLASTIC)
TYPICAL FIRE LANE PAVEMENT MARKING DETAIL
1 REVISIONS I
R/W
8.0' MIN. - ONE SIDE ONLY
GRADE TO R/W ON OPPOSITE SIDE
SLOPE 1/2"/ FT.
STANDARD 30" CONC.
CURB & GUTTER
REVISIONS I
TOWN OF KNIGHTDALE I
STANDARD DETAILS IgE LANE PAVEMENT MARKING
NATURAL GROUND
CUT OR FILL SLOPE
SHALL NOT EXCEED ZLL
NATURAL GROUND
STD. NO.
TOWN OF KNIGHTDALE STANDARD SHOULDER SEC'T'ION
STANDARD DETAILS WITHOUT SIDEWALK 3.09
SLOT
FOUNDATION
I
1
3'-0" 1
I
I
T/FTG. (-)6'-8" -1
O 1
I � L
Ih
PLANTING SIDEWALK
STRIP W
A e
3' RAD. 2 X (MIN.) 1 X (MIN.)
8 X (M '-4 X (MAX.) 4' MIN
4 X (NORM) 2 X (NORM)
EXISTING 30'
CURB AND GUTTER 1 r
DROP CURB AT RAMP t
12: 1 MAX.
RAMP SLOPE
X
RAMP WIDTH AREA
IS VARIABLE
U SECTIONAL VIEW
O O 0 0
�1­045'R
J O O O O O 0,02'R
0 0 0 0 0 0 1/2" EXPANSION JOINT
o 0 0 0 0 o SEE STD. NO. 4.01
0.9' 0.4' 2.35'
0.20•
PRECAST"'•S
DETECTABLE
CLASS •e
NOTES:
1. DETECTABLE WARNING DOMES
SHALL COVER 2 FEET IN
LENGTH & FULL WIDTH OF
THE RAMP FLOOR AS SHOWN.
THE WALKING SURFACE SHALL
BE DARK GRAY (70%
CONTRAST RATIO) IN COLOR.
2. CROSSWALK WIDTHS AND
CONFIGURATIONS VARY, ALL
MUST CONFORM TO TRAFFIC
DESIGN STANDARDS.
NOTE:
A PORTION OF ONE OR BOTH
RAMPS MAY EXTEND OUTSIDE
THE CURVERADIUS.
CONCRETE
W+A+9"
X
B
WARNING DOMES
5.8
5.8'
6.8
5.0' *
01.
ALTERNATE MATERIAL MAY BE SUBSTITUTED,
7,3
6.5' * *
0.0'
'
PROVIDED THE PRODUCT IS ON THE TOWN'S
I
' 2.0'
7.8'
OR FUTURE
APPROVED MANUFACTURER LIST AND THE
HIGH VISIBILITY
Q
8,1'
WHEELCHAIR RAMPS SHALL BE PROVIDED
DUCT AND INSTALLATION
CROSSWALK
8.3'
AT LOCATIONS AS SHOWN ON THE
SPECI ICATIONS ARE FOLLOWED
REF:
NCDOT STD 1205.7
8.4'
PLANS OR AS DIRECTED BY THE TOWN.
THIS PORTION OF RAMP
'
8.6
MUST FALL WITHIN THE
4.5'
10.3
CROSSWALK LIMITS.
FIELD AS DIRECTED BY THE TOWN TO
NOTES 2, 9, & 14
10.8
8.9'
C
nON
REF: NCDOT
-SEE NOTE 9'
W
BACK OF SIDEWALK DROP PLAN VIEW
STD 1205.7
X
PROPOSED OR FUTURE
(2) FEET OF FULL HEIGHT CURB SHALL
(TYP)
SIDEWALK (5' STANDARD)
BE PLACED BETWEEN THE RAMPS.
VARIABLE SLOPES NOT
TO EXCEED 12--1 (8.339
SEE NOTE 3
ISOMETRIC VIEW
REVISIONS
STD. NO.
TOWN OF KNIGHTDALE
3.31 STANDARD DETAILS
23'-0"
METAL IGATES
UTILITY STRIP
HIGH VISIBILTY
CROSSWALK
REF: NCDOT STD 1205.7 B = X - (A + 9")
B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33%) SLOPE.
• BACK OF SIDEWALK DROP REQUIRED FOR
ALL SIDEWALK SLOPES
• * BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES OF 0.04.
DIMENSION SCHEDULE
1 of 2
r 1/2" EXPANSION JOINT
SEE STD. NO. 4.04
5' STANDARD
SIDEWALK
PLANTING
STRIP
1/2" EXPANSION JOINT
SEE STD. NO. 4.01
W A
W+A+9"
X
B
5 0.0
0.0
5.8
5.8'
6.8
5.0' *
7' 0.0'
7.8'
7,3
6.5' * *
0.0'
STOP 4' MIN
UNE
7.3
' * ■
' 2.0'
7.8'
OR FUTURE
2.5'
Q
8,1'
WHEELCHAIR RAMPS SHALL BE PROVIDED
a
Z
8.3'
AT LOCATIONS AS SHOWN ON THE
LU
8.4'
PLANS OR AS DIRECTED BY THE TOWN.
Lo
'
8.6
LOCATIONS MAY BE ADJUSTED IN THE
4.5'
10.3
8.7'
FIELD AS DIRECTED BY THE TOWN TO
NOTES 2, 9, & 14
10.8
8.9'
AVOID POWER POLES, FIRE HYDRANTS,
REVISIONS I
STD. NO.
WHEELCHAIR RAMP CURB CUT TOWN OF KNIGHTDALE
4.06 STANDARD DETAILS
SAWCUT CONTROL JTS.
1/4" WIDE X 1.5" DP.
SEAL W/ BACKER ROD
AND URETHANE SEALAN
TtI
1 6" THK, REINF. CONC. PAD -
IN
I�
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1 w TRASH
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8 CY I 1
CARDBOARD 1
I I f
I I I
11
7'-10" 2'�4"
- - - - - - -
4'-3" 4'-0" 4'-3"
NOTCH TILT PANEL AT STEP IN FTG. T/FTG. (-)5'-4"
BOTTOM TO ACCOMMODATE
STEP IN FTG. (TYP. AT BOTH
SCREEN WALLS) DUMPSTER P A D
NOT TO SCALE
SLOT
FOUNDATION
OF THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND THE
NORTH CAROLINA SUPPLEMENT TO THE
MUTCD. ALL PAVEMENT MARKINGS SHALL
CONFORM WITH INC DOT SPECIFICATIONS
SECTIONS 920 AND 1087.
15. ALL STOP BARS SHALL BE 4 FEET BEHIND
EDGE OF CROSSWALK.
2of2
STD. NO.
WHEELCHAIR RAMP CURB CUT 4.06
NOTES:
1. SIGN SHOULD BE LABELED PER PART 2
OF THE 2009 MUTCD MANUAL. SIGN POSTS
AND MOUNTING HEIGHTS SHALL BE PER
PART 2 OF THE 2009 MUTCD MANUAL.
2. ALL SIGNS SHALL HAVE REFLECTIVE
SHEETING IN ACCORDANCE WITH ASTM
D4956-09 WHICH MEETS MUTCD'S NEW SIGN
RETROREFLECTIVITY REQUIREMENTS
STOP SIGN (R1-1)
30"X30" STO P
2" GALVANIZED
"U" CHANNEL POST
MATERIAL VARIES, SEE
MATERIALS PLAN,
FINISH GRADE VARIES,
SEE GRADING PLAN -
FINISH GRADE
6" DIA. X 24"
CONCRETE FOOTING 4- / 0
3000 PSI e a
\ A A
COMPACTED
SUBGRADE
6"0 SCHED 80 GALV. STL. PIPE
GATE POST
(3) HEAVY DUTY GALV. STL.
HINGES PER LEAF, WELDED IN
PLACE WITH REMOVABLE PIN.
L2X2X5/16 GALV. STL. ANGLE
FRAME, ALL JOINTS WELDED
1 1/2" TYPE B GALV. MTL
DECK, WELDED TO FRAME
- GALV. MT. HASP FOR PADLOCK DIAGONAL BRACING TO KEEP
WELDED TO FRAME DOORS FROM SAGGING
TILT -UP CONC. PANEL
T/FTG. (-)6'-8" I w-------- -------------�i-
F
I
BOLLARDS, 1 1I' 'I1II II
TYP. IL �LJ� J 11 IlL I -
BUILDING L-- -------- ----------L-t
WALL 4"X3/4"O STD GALV. PIPE SET
INTO CONC. TO RECEIVE BOLTS
2'-0" GALV. MTL CANE BOLTS,
NOTE: PAINT GATE POSTS AND THRU 3/4" 0 STD PIPE WELDED
GATES TO MATCH COLOR #3 TO FRAME. PROVIDE WELDED
STOP TO PREVENT REMOVAL.
CONC. SLAB BEYOND
DUMPSTER GATE
NOT TO SCALE
ELEVATION
STOP SIGN DETAIL
NOT TO SCALE
PAINT ALL EXTERIOR FACES
AND END FACES OF CONC.
PANELS -COLOR #3
1 1 -t L -5-4„
1 1 _
L------------�-Jh-6'-8"
L- - - - - - - - - - - - - -
DUMPSTER SCREEN WALL
NOT TO SCALE
ZCP-15-15
Town Certification. This design has been reviewed by the Development
Services 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 Knightdale.
By: ------------------- Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdole and serve as
construction plans for this project.
By: ------------------- Date: -------------
Administrator
LO 7 o
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NOTES:
3.
NC GEN. ST. 136-44.14 REQUIRES THAT
+
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ALL STREET CURBS BEING CONSTRUCTED
j 0
VARIABLE
L
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OR RECONSTRUCTED SHALL INCLUDE
WHEELCHAIR RAMPS AT ALL
RADIUS
VARIES
STOP 4' MIN
UNE
PROPOSED
INTERSECTIONS AND OTHER POINTS OF
PEDESTRIAN TRAFFIC.
Q Y T
D_
OR FUTURE
J
D_
Q
SIDEWALI4I,
WHEELCHAIR RAMPS SHALL BE PROVIDED
a
Z
(TYP)
AT LOCATIONS AS SHOWN ON THE
LU
rW
�J
PLANS OR AS DIRECTED BY THE TOWN.
Lo
HIGH VISIBILITY
LOCATIONS MAY BE ADJUSTED IN THE
SEE
CROSSWALK
FIELD AS DIRECTED BY THE TOWN TO
NOTES 2, 9, & 14
V
AVOID POWER POLES, FIRE HYDRANTS,
REF: NCDOT
-SEE NOTE 9'
STORM INLETS, ETC. NO LESS THAN TWO
STD 1205.7
(TYP)
U
(2) FEET OF FULL HEIGHT CURB SHALL
(TYP)
`
BE PLACED BETWEEN THE RAMPS.
SEE NOTE 3
SEE NOTE 12
(TYP)
5.
NO SLOPE ON THE WHEELCHAIR RAMP
SHALL EXCEED 1" PER FOOT (12:1 OR
8.33%) IN RELATIONSHIP TO THE GRADE
SIDEWALK
OF THE STREET.
TYPICAL WHEELCHAIR RAMPS
AND 6.
THE WHEELCHAIR RAMP SHALL BE A
CROSSWALKS AT TEE INTERSECTIONS
MINIMUM OF 40" (3'-4") WIDE.
7.
CONCRETE SHALL BE A MINIMUM OF 3000
P.S.I. AND FINISHED WITH A NON-
SKID SURFACE.
VARIABLE
8.
AN EXPANSION JOINT OF 1/2' SHALL BE
RADIUS
SSP r4' MIN
PLACED AT THE JOINT BETWEEN THE
VARIES
LINE
WHEELCHAIR RAMP AND THE CURB OR
1
SIDEWALK.
9.
THE INSIDE PEDESTRIAN CROSSWALK LINES
SHALL BE SET NO CLOSER INTO THE
HIGH MSIBIUTY
INTERSECTION THAN WOULD BE
CROSSWALK
ESTABLISHED BY BISECTING THE CURB
RADII.
SEE NOTE 9
PROPOSED OR '
(TYP)
, 10.
THE CURB CUTS AND THE PEDESTRIAN
FUTURE
CROSSWALK LINES SHALL BE COORDINATED
SIDEWALK
SEE NOTE 12
SO THAT THE BEGINNING OF THE
(TYP) i
WHEELCHAIR RAMP WILL FALL COMPLETELY
■
SEE NOTES 2, 9, & 14
WITHIN THE CROSSWALK LINES.
REF: NCDOT
STD 1205.7
11.
THE MINIMUM WIDTH OF THE PEDESTRIAN
(TYP)
CROSSWALKS SHALL BE V-0'.
12.
STOP LINES SHALL BE PLACED AS SHOWN
TO INDICATE THE POINT AT WHICH
VEHICLES MUST COME TO A STOP. THIS
POINT SHALL BE A MINIMUM OF 4'-0'
FROM THE PEDESTRIAN CROSSWALK.
13.
PARKING SHALL NOT BE ALLOWED WITHIN
20' OF PEDESTRIAN CROSSWALKS.
TYPICAL
WHEELCHAIR RAMPS AND
14.
ALL PAVEMENT MARKINGS SHALL BE IN
CROSSWALKS AND STOP LINES
ACCORDANCE WITH THE LATEST EDITION
REVISIONS I
STD. NO.
WHEELCHAIR RAMP CURB CUT TOWN OF KNIGHTDALE
4.06 STANDARD DETAILS
SAWCUT CONTROL JTS.
1/4" WIDE X 1.5" DP.
SEAL W/ BACKER ROD
AND URETHANE SEALAN
TtI
1 6" THK, REINF. CONC. PAD -
IN
I�
I00
\_
�1 p 8 CY
1 w TRASH
la -
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1 -
2'�4" 7'-10"
O
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1 3'-0"
8 CY I 1
CARDBOARD 1
I I f
I I I
11
7'-10" 2'�4"
- - - - - - -
4'-3" 4'-0" 4'-3"
NOTCH TILT PANEL AT STEP IN FTG. T/FTG. (-)5'-4"
BOTTOM TO ACCOMMODATE
STEP IN FTG. (TYP. AT BOTH
SCREEN WALLS) DUMPSTER P A D
NOT TO SCALE
SLOT
FOUNDATION
OF THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND THE
NORTH CAROLINA SUPPLEMENT TO THE
MUTCD. ALL PAVEMENT MARKINGS SHALL
CONFORM WITH INC DOT SPECIFICATIONS
SECTIONS 920 AND 1087.
15. ALL STOP BARS SHALL BE 4 FEET BEHIND
EDGE OF CROSSWALK.
2of2
STD. NO.
WHEELCHAIR RAMP CURB CUT 4.06
NOTES:
1. SIGN SHOULD BE LABELED PER PART 2
OF THE 2009 MUTCD MANUAL. SIGN POSTS
AND MOUNTING HEIGHTS SHALL BE PER
PART 2 OF THE 2009 MUTCD MANUAL.
2. ALL SIGNS SHALL HAVE REFLECTIVE
SHEETING IN ACCORDANCE WITH ASTM
D4956-09 WHICH MEETS MUTCD'S NEW SIGN
RETROREFLECTIVITY REQUIREMENTS
STOP SIGN (R1-1)
30"X30" STO P
2" GALVANIZED
"U" CHANNEL POST
MATERIAL VARIES, SEE
MATERIALS PLAN,
FINISH GRADE VARIES,
SEE GRADING PLAN -
FINISH GRADE
6" DIA. X 24"
CONCRETE FOOTING 4- / 0
3000 PSI e a
\ A A
COMPACTED
SUBGRADE
6"0 SCHED 80 GALV. STL. PIPE
GATE POST
(3) HEAVY DUTY GALV. STL.
HINGES PER LEAF, WELDED IN
PLACE WITH REMOVABLE PIN.
L2X2X5/16 GALV. STL. ANGLE
FRAME, ALL JOINTS WELDED
1 1/2" TYPE B GALV. MTL
DECK, WELDED TO FRAME
- GALV. MT. HASP FOR PADLOCK DIAGONAL BRACING TO KEEP
WELDED TO FRAME DOORS FROM SAGGING
TILT -UP CONC. PANEL
T/FTG. (-)6'-8" I w-------- -------------�i-
F
I
BOLLARDS, 1 1I' 'I1II II
TYP. IL �LJ� J 11 IlL I -
BUILDING L-- -------- ----------L-t
WALL 4"X3/4"O STD GALV. PIPE SET
INTO CONC. TO RECEIVE BOLTS
2'-0" GALV. MTL CANE BOLTS,
NOTE: PAINT GATE POSTS AND THRU 3/4" 0 STD PIPE WELDED
GATES TO MATCH COLOR #3 TO FRAME. PROVIDE WELDED
STOP TO PREVENT REMOVAL.
CONC. SLAB BEYOND
DUMPSTER GATE
NOT TO SCALE
ELEVATION
STOP SIGN DETAIL
NOT TO SCALE
PAINT ALL EXTERIOR FACES
AND END FACES OF CONC.
PANELS -COLOR #3
1 1 -t L -5-4„
1 1 _
L------------�-Jh-6'-8"
L- - - - - - - - - - - - - -
DUMPSTER SCREEN WALL
NOT TO SCALE
ZCP-15-15
Town Certification. This design has been reviewed by the Development
Services 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 Knightdale.
By: ------------------- Date: -------------
Development Services Engineer
These plans are approved by the Town of Knightdole and serve as
construction plans for this project.
By: ------------------- Date: -------------
Administrator
LO 7 o
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028924
07/11/2019
0
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F-
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o° 04
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Date: 07/11/2019
Scale: NOT TO SCALE
Drawn By: Checked By:
JRR CMR
Project Number:
19-0001-988
Drawing Number:
C.10.0

N 7 o r -
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THRUST COLLAR
FINISHED GRADE 5" SZZLE to ° d M
v PROPERTY MINIMUM 36" HORIZONTALCLEAKANCE PROPERTY MINIMUM 3G" HORIZONTAL NOZZLE rn rn
LINE FROM ANY OBJECT. LINE CLEARANCE FROM ANY OBJECT. ? o a'
o -C a o
Cn
FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED FIRE HYDRANT, PUMPER NOZZLE m
/TOWARDS FIRE TRUCK ACCESS. /
TO BE POINTED TOWARDS FIRE �� -IN E Z
TRUCK ACCESS. 32" ¢ 'y
TRAFFIC FLANGE BETWEEN 2" - G" TRAFFIC FLANGE BETWEEN w L
u'> o
O
ABOVE GRADE 2" - G" ABOVE GRADE
a
UNDI5TURBED 18..
3'-0" MIN,':;•.: SOIL
H51
5' 212" NOZZLES W/SIDEWALK CURB AND GUTTER URB AND GUTTER NATI ARD
EWALK NAL STAN t : ' ,;u n,. /CPAVEMENTOTHREADSD 1 9/ 1 6" OPERATION NUT 18 Q C7
PAVEMENT
BACKFILL .:','i.:.: :. a'ia a.. ,. o-. .. ,.r D
1 5 8"
% %:•:•:':>.`:o Y ...: y.o GROUND LINE eo / --
/: G" GATE VALVE ? = G" GATE VALVE "X" BAR UNDISTURBED SOIL . °"
VALVE BOX VALVE BOX
COMPACTED BACKFILL BLOOCKNC THRUST �p COMPACTED BACKFILL CONC. THRUST rtr ~''�"•�~•'�s +�»• O •r'.•�. :�+� o� W
N (TAMPED IN 6" LIFTS) / N (TAMPED IN G" LIFTS) BLOCK
1 0111Q J Q
��
G" MIN.. BRANCH PIPE 4`.. 6" MIN. BRANCH PIPE 2.500" �r ti: •+• � '• s: ;tr a. s'
RESTRAINING GLANDS MAIN *'! MAIN r . • 'r ° :: • .� r . :' n
3"x 1'-311x 4" THICK RESTRAINING CONC. SETTING SLAB 3/4" HOT DIPPED ` t +» i•
O •.��1�•�'�_�.t"�.,ti,,,;;,,,• _ "000 ...�Ci:,�',�:�'�,'i^'':.:;e:.o
GLANDS H -3"x I' -3"x 4" THICK GALVANIZED BRIDLE ROD .�o oo, � .� o o•� ,° o
"° MAY BE COUPLED ONCE. 3" MIN. Y" BAR CLE MIN.
o ---
ME
MINIMUM SIDE 7 CU. FT. CRUSHED CLEARANCE 311
" O.D. OE"FIFE i� 3000 P.S.I. CONCRETE B" CLEARANCE J
UNDISTURBED EARTH. STONE MIN. UNDISTURBED EARTH. X REQu1 REMENTS
G" OF #G7 STONE WHEN _ __ CLEARANCE STONE MIN. THRUST BLOCKING 7 CU. FT. CRUSHED FEINFORaN
ROCK OR WATER IS � � � � l D. PIPE REBARs1zE x' BAR LENGTH ^x^ BARwE1GHr r' BARLFNGrH 'T^' BA1zwaGHT No. REou1RED
ENCOUNTERED 6"-3G° #s 2'-v'+o.D.PIPE 043Bs/-1^ I.ILBS.FJLCH x -24,Y -I2
48" 4 greater #G 3'-0"+ O.D. PIPE 1.502 LBS/FT 1'-3" 1.9 IBS. EACH X-24, Y- 2
NOTES: NOTES:
FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, MRH, I . RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. G" I G" 4,1 THRUST CLIAF, AND THRu5T5CHED2LE 3D a
WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE. NOTES: 2. KNIGHTDALE, PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. .D. PIPE
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 150-3G 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M*H, 3. ZE13ULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ SILVER BONNETS AND OPERATING NUTS. 20" - 24" 1'-4" 1' 71 /g11
3. 6" GATE VALVE SHALL BE AWWA 0500-8G OPEN LEFT WATEROU5, CLOW, EAST JORDAN IRON WORKS, OR US PIPE. 4. WENDELL PUBLIC HYDRANTS SHALL BE PAINTED SAFETY YELLOW WITH HIGH REFLECTIVE ALUMINUM 11 311 1/211
NOTES: 4. STEEL RODS AND BOLTS SHALL BE 3i HOT DIPPED GALVANIZED 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 150-9G SILVER CAPS, BONNETS, AND OPERATING NUTS CL 30" - 30" 1 4" 1'-7" 4" 5011
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE 5. FIFE HYEDEANTS RODS SHALL NOT WILL
E IN5T COUPLED IN TRUE THAN ONCE AF THE LEONGTH FROM THE VALVE TO THE 3. G" GATE VALVE SHALL BE AWWA C500 -8G OPEN LEFT 4. W KE FORESTAND GARNER S AND OPERATING IC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW 48" reater 1'-8" 1'-9" - 7/8"
INSIDE FACE OF THE SHORING AND BRACING. 9 O
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL. 4. STEEL RODS AND BOLTS SHALL BE a HOT DIPPED GALVANIZED / 2 1 /2 NATIONAL STANDARD
HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION 5. ROLE5VILLE PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. NOTES: p
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL INSTALLED NO MORE THAN 101 FROM HYDRANT AND POURED IN CONCRETE. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE G. OPERATING NUTS NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS 12" OR LARGER SHALL BE OUTLET TF1 READS I . SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE PAINTED BLACK. OPERATING NUTS ON HYDRANTS ANY OTHER 51ZE SHALL BE PAINTED SILVER. 2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. ¢
5. ACHIEVE 95% COMPACTION IN BACKFILL. INSTALLED NO MORE THAN 10' FROM HYDRANT AND POURED IN CONCRETE. 3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. w
FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW CITY OF RALEIGH 4. TRENCH BOTTOM WI DTH IN VICINITY OF THRUST BLOCK INSTALLATION o=
ANYTIME SITE WORK, CONSTRUCTION, d
SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL w-3.
ROAD WORK, OR ANY OTHER WORK DEPARTMENT OF PUBLIC UTILITIES z
CHANGES THE GRADE OF THE FIRE ANYTIME SITE WORK, CONSTRUCTION, 5. BACKFILL TAMPED IN G" LIFTS PER ¢
CITY of RALEIGH CITY of RALEIGH CITY ❑F RALEIGH RALEIGH, GARNER, KNIGHTDALE, ROLE5VILLE, CITY of RALEIGH CITY of RALEIGH a
HYDRANT, THE PERSON RESPONSIBLE ROAD WORK, OR ANY OTHER WORK STANDARD DETAIL W-3.
DEPARTMENT OF PUBLIC UTILITIES FOR THE WORK IS RESPONSIBLE FOR DEPARTMENT OF PUBLIC UTILITIES CHANGES THE GRADE OF THE FIRE DEPARTMENT OF PUBLIC UTILITIES WAKE FOREST, WENDELL * ZE13ULON DEPARTMENT OF PUBLIC UTILITIES G. THRUST COLLAR MUST BE FACTORY DEPARTMENT of PUBLIC UTILITIES
ADJUSTING THE PIPE HYDRANTTO STAY HYDRANT, THE PERSON RESPONSIBLE WELDED ON BOTH SIDES ALONG BOTH
TRENCH BOTTOM DIMEN51ONS R BACKFILLING WITHIN COMPLIANCE. STANDARD FIRE HYDRANT FOR THE WORK IS RESPONSIBLE FOR STANDARD FIRE HYDRANT STANDARD FIRE HYDRANT WITH 5" HYDRANT OPERATING NUT AND 2 EDGES OF COLLAR AROUND THRUST BLOCKING DESIGN DATA
REQUIREMENTS FOR DUCTILE IRON INSTALLATION DETAIL ADJUSTING THE FIRE HYDRANT TO STAY " CIRCUMFERENCE.
WITHIN COMPLIANCE. INSTALLATI❑N DETAIL STORZ PUMPER NOZZLE 1 /2 OUTLET THREAD5 FOR WATER MAINS
DWG. NO, REVISIONS DATE REVISIONS DATE DWG. NO, REVISIONS DATE REVISIONS DATE DWG, IN REVISI❑NS DATE REVISI❑NS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE
D.W.C. 9-3-99 ABB 2- 15-05 ABB 4-8-04 PAP 2117/09 ABB 4-6-04 ABB17-21-05 RRH 3-3 1 -00 DHL 2 -1,5 -Ob W_7 RRH 1-21-00 J.P.5. 11- 1- 10
W-3 KKH 3-31-00 J.F.S. 10-29-10 W-4 DHL 2/14/08 �✓-4Q W_5 RRH DHL W �' A.D.B 4-13-04 J.P.5 11-1-10 D.H.L. 6-18-08
APPROVED METHOD FOR EXFEN510H OF VALVE BOX NOTE: 2'x 2k G" CONCRETE PAD REQUIRED ON ALL
REACTION GEARING AREAS FOR HORIZONTAL WATER PIPE LENDS o VALVES. NO PRECAST CONCRETE DOUGHNUT
9yz' ALLOWED.
BASED ON TEST PRESSURE OF 200 P.S.I. o O
w d' GATE/ TAPPING VALVE
Q ALL AREAS GIVEN IN SQUARE FEET •p a.'o ,k :+,. Z 75/8'
lu
SEE STANDARD W- 8 ATER ° 2'
�: .
a : e .a o p • D FOR COVER DETAILS. e
Au
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v c O Q S Q v�.� W Dom• �..' o �/�
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DOMESTIC
o'
3/4" ALL -THREAD STEEL CASTING Q J
Z a O O s O O O w U a >BE SLIDE SECTION
O o 0•ROD (CUT TO LENGTH) J J
z p FINAL PAVEMENT
6'l O N ro m °' COURSE all
Ln
>> �'^/�
7/ Q /4° , 108 1 1 1 1 1 1 2 V~ 0 d�-:� VALVE BOX .'r a`::�� I Z
Lu 22 1/2° 2,207 1 z 2 1 1 3 m w J TOP VIEW COVER <......
CD •4.'a" Q N v- o Q U O v CONCRETE L0 O O
45° 4,328 2 3 3 1 1 2 5 1 O> z o N z 9 z Q Q PAD L '^
0 LU
900 7,990 2 4 5 1 1 2 8 I 1N = w Q 0� d' VALVE r V
n�U o >w� ° BOY �
PLUG 5,055 2 3 4 1 1 2 G I a J A F 3000 P51 SOLID CONCRETE SHALL BE N :�i Q> (n
" - z Q ca Q USED AS FOOTING FOR DUCTILE IRON O" M.J. NIPPLE WITH USE 5" SOIL PIPE U
z UJ W
(5 Q w PIPE. GLANDS (MIN.) FOR EXTENSIONS
1 1 114o 1,970 1 1 2 1 1 1 2 1 o LU o 0 o w Q
o z N N o w z z SEE W- 10 AND W- 1 VALVE MAY BE BOLTED TAMPED N
U 22 1/2° 3,922 1 2 3 1 1 4 1 z Q G w C) VALVE DIRECTLY TO TEE. BACKFILL
O LZ z O U CD'T - Ln CZ =) FOR REACTION Q O0 J
= O U_ u m m N O w w o FLANGE BLOCKING CONCRETE Z
c Q 0 Q 45° 7,294 2 4 5 1 1 2 8 1 o Q m U O fl=
m n O a M.J. FITTING AREA. O
'L J Z w O U' �/ - m �D m z W
900 4, 2 1 5 4 8 9 2 2 4 5 2 w w
v > O w o z q //�
1Z L21 CoQ nU wo C - V�
A w= PLUG 0,053 3 5 G 2 2 3 10 m o O Q �• . ROD REQUIREMENTS c: V a
E o o �o
z �'Q
w- 0 o z m J Q °� > NO. OF RODS BRANCH SIZE Y
a m< J z n�Q 12 z Q 5ww 4 .� EX151NG
O �� O Q a�CJ= w 0 w o =zU' e.p-. ,^
cn Q m L- Q w O 1 1 I /4° 4,433 2 3 3 1 1 2 5 1 °R n z n O J Q' v 4" 2 VALVE N W Lo
O n �O tu LU°L QOQ n OUvO� 4" O o WATER > t'
= O zILI z 9 22 1 /2° 8,826 3 5 6 2 2 3 9 1 U- U z J~ z> a '� a' MAI 611 2 © o >_ v
_ �?U UO�oz e4oa ,I - -< Ln o�Qw� v' v,° 8" 4 MAIN 0
(y oz 9 J 45° 17,312 5 9 11 3 3 5 18 2 `'.do AQ 0 9O mJ=Jw A. �.�
OOzo mzwUO Ute= o oQwA>O •. 12" 4 STAB -IN C.I. OR D.I. = -:: C LL
O U LC O J 90° 3 1 ,983 8 G 1 9 4 4 8 32 4 '1J" O E Z r
mY z nU�C :,..
z w O a= U G" 6 PIPE GASKET TAMPED
z mZ�A �OL-L- PLUG 22,019 G 1 2 14 3 3 G 23 3 oQO� n O -- N 0 o w w w> 24" G BACKFILL Q Z
O _ ��z� �Qz� u Q Y� zO�uz�� 30 8 5" O
o Q Q O Q o w o 1 6 z TAPPING SLEEVE 3011 8 NOTES: N
CV F Z L Z LZ Q Z Z Z < W Z L- - 1) VALVE BOX NOT TO CONTACT WATER MAIN Q- LLLNLLL
U Q Q /4° 7,88 2 4 5 1 2 8 v .' . w w 5 1/2`5 5/8" 2) ALLTKAFUC CASTINGS MUST BE LASS 3s OF
W w U O o U O .e'.° w n NOTES:
Y- w z O GREATER. LL
w w z = Q z w 22 1/2° 5,691 4 8 10 2 2 4 1 G 2 n o D' ',.e O SIDE VIEW STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED. 3) FOR ANY VALVES OVER IO' DEEP, A VALVE STEM 0 r
U U Q U n w U = N m to 2. SEE 5TANDAKD TH KU5T BLOCK. TABLES W-1 0 AND W- I I FOK CONCRETE EX7FILSON MUST BE u5ED To BRNG To A DEPTH of
5 00
\ W z z v z tu - m z 45° 30,779 8 16 1 9 4 4 8 31 4 d 3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. NO MORE THAN s', EXTENSION MUST BEAMINIMUM 0
LU O o w C m w O w ° OF 1' SOLID 5TOCE.
z U U > L_ O Q U 90° 56,861 1 5 29 35 8 8 1 5 57 6 � - Q NOTES: 4. THIS RODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS. STANDARD VALVE BOX 4) TOTAL VALVE Box WEIGHT: MINIMUM of as Les.
V) tL Oz N ri - z P• e a 1. CONCRETE SHALL NOT CONTACT BOTTOM SECTION
_w tL PLUG 40,213 10 21 25 5 5 10 41 5 Q z BOLTS OR ENDS OF MECHANICAL JOINT
~ ° O S U z Q z FITTINGS.
.n CITY OF RALEIGH REACTION BEARING AREAS ARE IN SQUARE CITY OF RALEIGH O g > CITY OF RALEIGH 2. SEE STANDARD REACTION BLOCK CITY OF CITY OF RALEIGH CITY OF RALEIGH
FEET MEASURED IN A VERTICAL PLANE IN THE cn ~ TABLES, W- 10 AND W- I I FOR AREA OF DEPARTMENT OF PUBLIC UTILITIES
4: ':.� d• . DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES O 4 °.: DEPARTMENT OF PUBLIC UTILITIES DEPARTiKEIIGI®F PUBLIC DEPARTMENT OF PUBLIC UTILITIES
I - p TRENCH SIDE AT AN ANGLE OF 90° TO THE Y - G >. CONCRETE REQUIRED. q 24 STANDARD TAPPING SLEEVE AND VALVE RE5TKAINT AT TEF -5 AND CKO55E5 G„8_
THRUST vCTOR. THRUST BLOCKING DESIGN °.: FOR LINES (4"-24") 8 VALVE BOX INSTALLATION
n,
STANDARD THRUST BLOCKING VIEWS STANDARD VERTICAL BEND �'�
QUANTITY TABLE VALVE ASSEMBLY AND EXTENSION DETAIL ��IIII111/��
W �` USE 01 - 90 DFND VALUE FOR
. a a' `1 • DWG. NO. REVISIONS DATE REVISIONS DATE HYDRANTS FOR ADDITIONAL DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE TOsia 1 pz^ DWG. NO. REVISIONS DATE REVISIONS DATE `�\�`N CARO
VV_9 D.W.C. 13-1-67 RRH 3-3 1 _CO SAFETY FACTOR. 1 O W.C.IG-23-90 V/_ 12 ABB 1 1 -I 1 O �/_ i q Y.C.A. 2-31-9 RRH 3-31-1 1j�/_ 1 cj RRH 3-31-00 G 1 G 08 �J�/_ 17 D.W.C. 9-7 09 A.B.B. -/4-15-04-
G-
1 5 04 `�� •••••••• ��
o) 9-7-99 D.H.L. 6-18-08 D.H.L. G-18-08 D.W.C. 9-7-99 J.P.S. 1-1-10 A.B.B. 4-19-04 F. 5. I -I-10 RRH 3-31-00 DHL B -IG -07 Q SSh •.• ifi i
o 6„ 6"�
o
w�
0 0 U w 36"
z U Z
w z
ED m Q> w 0 o U **6" R � 028924
o Q o g Q w z U LIFTING HOLES
CAST DATE D o U z TYP 4X '�NGINE�.�
00 OEO N w �o �� �a .�9 F oN M
0 0
I
a w o 0 6" w ., R �.
o Manufacturer o Q o O a N
JOz o� 4 w
Oo o > ,. m a.. METER w o Z N j w > 7/1
/ WATER MO/DAY/YR LP OR o.. ASSEMBLI� o 2 �¢w mw 000
- D PHASE LINE rp a ¢Uj
07/11/2019
Q Class 35 y° z ¢ ¢ ~ o o �'1'
Z n u 10" 26" Q a v mz_x ¢w
U A J , oN N CONCURRENT REVIEW APPROVAL
APPROPRIATE w� ? �_ W w w w N w¢ J o
°. ¢, BACKFLOW g �w \ �c ¢ zw0 po p M w
Y
o W oN"o �a�- o z = o- �, g U_ w N CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
z O� QD w o w w PREVENTION ASSEMBLY N oo W a o w a z w w N z
O J °''�' a a °�_ ABOVE GROUND ONLY) zc�a a F - z W a- Lu O Q > N
U O z 0 o' m DOMESTIC LINE SFr o ui c¢i w ¢ w w J J Plans for the proposed use have been reviewed for general compliance with
_ Q aH ¢� W 0 ¢ OO a z ¢
o w m ,,gw dI0 ¢ of 3 0 o w ¢ o O O J applicable codes. This limited review, and authorization for construction is not
7, w w o o o O 6" a O O <a APPROPRIATE FIRE z� ¢ a W O a a PP
~ 16 w > = O J LINE BACKFLOW PRE - o c� w m w - _J ~ ¢ o > to be considered to represent total compliance with all legal requirements for
V) u o -I� U Q 0 1 > 0 m x ¢ ¢UCS w0
z 18 z z too Q O I ASSEM. (ABOVE dom w w N N o = w of a- a development and construction. The property owner, design consultants, and
O Q 0 = z X w N z ° GROUND ONLY) ¢ O a Q v Q ¢ N m a MoCL a contractors are each responsible for compliance with all applicable City, State
PLAN VIEW BOTTOM VIEW - Q Q J c a FIRE LINE m - _w ¢ and Federal laws. This specific authorization below is not permit, nor shall it
n n TYP SHAPE w¢ N z I� p
ZZ F w O w 2 > o L__ = oa° > N o w z vi J o 3 3 0 1- be construed to permit an violation of Cit State or Federal Law. All
1 z o w DOGHOUSE TRAFFIC RATED x z l ¢ a w m o F m¢ = z p y y'
5 m u O F o m = Co N ALUMINUM ACCESS :MAIN �3 = _ Ld F- w F- F- z J J w Construction must be in accordance with all Local, State, and Federal Rules and
z TI 6 z w o o~ O Q m o DOOR W/SLAM LOCK 12" - TOP OF �` o m� N IN N J w m w w N Q w �� Regulations.
p o w m Q O) CAST IN TOP VALVE TO FINISH IRRIGATION LINE z �B o¢ NON z a¢ z o M U
z> > w 0 F.G. GRADE APPLICABLE o 0: 0: N o z J a w w m w o
~ 24" R
O p w 2 ++
UJ F_ Oct O
eEls
% 5 2" METER O REDUCED PRE RE Z o=) -Um- z ¢ N a z w w N J z E
z J 8 . ASSEMBLY -2 v>wJwo >Ozo~a z¢o
O A 8•• ASSEMBLY (ABOVE J I- d1a t••.O o_ w= J o a O- z o_ N PUBLIC UTILITIES
' GROUND ONLY) �a VO Vom FUQ¢�a-HN m V)
c� wNz N
W O 1 7 1. SERVICE TAPS FOR 2" AND SMALLER DOMESTIC SERVICES MAY BE BY w -i m o ¢ -` N � W i w W M 80 STORM W4TIll o
0 6" CORPORATION COCKS. LARGER SERVICES WILL REQUIRE A TEE AND GATE VALVE OCL- z z U) F- 0~ o m
� 26" z Oaw- zvio z
10" W X 12" H OR TAPPING SLEEVE AND VALVE ASSEMBLY AND 90' BEND. o N O o w w z- vi M w o
p 4 w J O = DOGHOUSE 2. DOMESTIC SERVICE TAPS SHALL BE ALLOWED ONLY ON 6" OR LARGER FIRE rn/a // J ao w N ¢ Q z O a z J z¢ w I
O N m _ o a z LINES BEFORE THE BACKFLOW ASSEMBLY. o c, z N Z N m E` N J in rn
3. ONE DOMESTIC TAP PER FIRE LINE ON STREET SIDE OF BACKFLOW. 4. FIRE �� a w ¢ o o ¢ J w w o o N m c
Ed z z O z z 6" 8 LINE SHALL HAVE A FIRE HYDRANT OR BLOW OFF ASSEMBLY AT ITS END TO % W � E` = a ILLU - - N � v o w o 4
XX • . y ,
WZ} a O �' c�wwaw r o0Fo 0ZZ V) z N
(n w o n > U J m Q o FACILITATE FLUSHING WHEN NEEDED. m o 3 m w w O z i` ¢ v w a N loo n ni rnorcTov O
/_ w o a U j z F.I.P. m N r a a p z ¢ UJ
OfLLJ U 0 w Ld H �p H H J¢ �,e'o'rn,--vnt.�,',
�z o > CZ 0 NOTES BRASS CURB STOP THREADS 6" OF #67 STONE NCREASANG ADDRESSES. ALL BE LOCATED ON THE SIDE OF DOMESTIC METER WITH <� 2 W o � W w > o m ? F w > Z d ow � __1 o r
7 w INLET AND oww=a H ¢ M o' o J w¢ o o a w o N¢ 6�T�A66ESSIBIEITY o
3 5-" 6. THE BACKFLOW SHALL BE INSTALLED NO MORE THAN10' FROM THE METER IN 3 o a ¢ W O g_ a a a o w co
o
JG 1. METER AS MANUFACTURED BY SENSUS OUTLET A VISIBLE LOCATION. v >o° + 3 o c�i o m o ri c� o o c� m 00
L Q DIMENSION A'
p NOTE "WATER' LETTERING MUST BE"RAISED (RECESSED FLUSH) OR NEPTUNE. 7. DOMESTIC'/IRRIGATION BACKFLOW RISER/STANDPIPE SHALL BE OF COPPER acwi=01 xo'rn ZCP ��
SECTION VIEW NOTE 2 VALVE COVER SHALL BE DOMESTICALLY CAST. ° 1 METER 13 Y" OR BRASS. ~'wi-Di-i 0i, • .. L Date: 07/11/2019
C 2. BACKFILL TAMPED IN 6" LIFTS. w� a n w
O NOTE 3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUNDS. 3. REINFORCEMENT: #4 ®6" OCEW 17 8. THE RP RELIEF VALVE SHALL BE A MINIMUM OF 12" ABOVE ANY MATERIAL �Nwra �o
v METER I
NOTE 4 -COVER MUST BE CLASS 35 OR GREATER. 4. CONCRETE: 4,000 PSI ® 28 DAYS ** TRAFFIC RATED (MULCH INCLUDED) OR GRADE. LLa J3� Scale: NOT TO SCALE
NOTE 5 COVER MUST MEET OR EXCEED AASHTo H -2o LOAD w w 5. ALL RPZ BACKFLOW PREVENTION VAULT WALL 9. A SERVICE VALVE IS REQUIRED AFTER THE METER BUT BEFORE THE za Town Certification.
o REou1KEMENTs. N w N DEVICES MUST BE INSTALLED PRIOR TO THICKNESS BACKFLOW ASSEMBLY FOR MAINTENANCE AND REPLACEMENT PURPOSES. This design has been reviewed by the Development
Nr - Services Engineer for the Town of Knightdale, and to the best of my Drawn By: Checked By:
CITY OF RALEIGH z_ 1 CITY OF RALEIGH METER BEING SET. CITY OF RALEIGH 10. THE INSTALLATION MUST ALSO MEE R IG CITY OF RALEIGH
PLUMBING CODE. knowledge and belief, it conforms to the requirements established in JRR CMR
DEPARTMENT of PUBLIC UTILITIES Q o DEPARTMENT of PUBLIC UTILITIES 6) ALL COPPER SETTERS ARE TO HAVE A DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES the Standard Specifications of the Town of Kni htdale.
� � To BALL TYPE SHUT OFF VALVE ON BOTH P 9
o - SIDES OF COPPER SETTER WITH HIGH RISProject Number:
/ 5 I/4" VALVE BOX DROP LID TEMPORARY WATER MAIN TYPICAL 1 1/2"- 2 WATER METER FIRE, DOMESTIC & TYPICAL REDUCED PRESSURE ZONE 1
BYPASS THAT IS MANUFACTURED BY y
z WITH 4" SKIRT BLOW OFF ASSEMBLY FORD, MUELLER, OR AY McDONALD. NO BOX INSTALLATION IRRIGATION OPTIONS BACKFLOW PREVENTER ASSEMBLY B ___________________ Date: ----
FORD, Development Services Engineer 19-0001-988
00 DWG. NO KEVI5ION5 DATE REVISIONS DATE DwG. No. REVISIONS DATE KEVI5ION5 DATE EXCEPTIONS) DWG. IN REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS ISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE
rn W- 18 W-2 1 D.W.C. 12-28-99 A.B.B. 4-1 2-04 A.B.B. 8-17-0 J.P.S. 11-4-1 D.W.C. 11-18-9 A.B.B. 7-10-0 Y.C.A. 12-31-9 A.B.B. - -
RRH s -31-o0 DHL B -IG -07 W-31 D.H.L 6-18-0 W-34 RRH 3-31-oo D.H.L. g 1$ W-36 D.W.C. 11-8-9 D.H.L. 6 18 0 These plans are approved by the Town of Knightdale and serve as
o construction plans for this project. Drawing Number:
O
I
Administrator
rn By: ------------------- Date: --------- 0.1
----
C.1
0

O U-)N N
r
N (0
NEW MANHOLES USE A BU YL 00 * M •
T2 BA E, AT a^ crs
SEALANT BETWEEN FRAME AND
Oi of
SEE C.O.R. STANDARD MANHOLE TOP SECTION WHEN eILLOf MATERIAL EOR4'MANY1oLE d v ai O
FINISHED GRADE SECURING FRAME TO MANHOLE TOffiffi COVER 120 LBS. MINIMUM MANHOLE FRAME AND COVER L
5-25 FOR MANHOLE 13'R size eNGrH No. w .Les.
ROVI DE A WATERTIGHT SEAL. 4 ' , 0' D CJ a o
\ \\\ FRAME AND COVER �t re its
2'-O" q
CL. °a° co cR re ror� cu. ros. ,000 I� O a Q R �p _
" 4�� o • RMI T Ld E °
24" MAX Q_ IS Ld L
Ld
Lr
/ / P a• Y� 6'_0 �� FQ�/ G a p O� a• d c z
KEINFORCED CONC. FOOTING FOR
FINAL / NDISTURBED SOIL 7Q Q c 4" PRECAST MANHOLE Q ii Z
BACKFILL \/ o' �.' ECCENTRIC M.H. CONE
\ MAY BE USED ON B" , O" 23 1121111 2 1
AND 12" SEWER MAINS.
MANHOLE CONE AND n ��Q
BARREL SECTIONS SHALL goD W
' a BE AS PER ASTM. 1 T I BAR5 AT 81 crs f SEWS Gv� ,��FF�JJ--11j
STANDARDSO O
4'-G' DIA. AS 2'"� BILL OF MATERIAL EOR 4'MANY1oLE \V'v� A\\
4 REQUIRED z # BAR SIZE LENGTH No. w. LBS. A�E �� A 2'-0" v o p' ° v 3000 P.S.I. CONCRETE �l
" mA TI 20 ® YP. Q ' ENCASEMENT
Cz O'RING SEAL o a 000000 0000000 A. Q
� ' ' ' a; > a OK RAM-NECK OIL. °A° CONCRETE TOTAL cu. Ds. , s6 I
INITIAL o 4 O ADJUST FLUSH PLAN
BACKFILL �. ; .;..',:,:' 4" A. a
SIDE WITH FINAL GRADE STANDARD MANHOLE U
v ° v. •p ~ I VENT HOLE PLAN ELEVATION FRAME AND COVER.
SHELF D i KUBBERBOOT 25 1/16"
/ SLOPE o Q LATERAL INVERT SHALL NOT BE I� 7-0'2"
a�LOWER THAN MAIN SPRING- I� 23 1 I/16" o. '• ' 4' a'_ . . d: .
LINE. MANHOLE SHALL BE 2' KEINEORCEDCONC. FOOTING FOR SLIP RESISTANT CLEATS
5' FFECA5T MANHOLE 4' - �.t •"'°'
''4 o' .: p 'o . , v ABOVE 100 YEAR FLOOD PLAIN b•--''e'-�= q
6" 67 STONE MINIMUM SIDE v:' G
f- a.' •° OK SEALED AND VENT TO BE
a: d . ' .
# O.D. OF PIPE 6" D :' a . D" . p
WHEN ROCK I CLEARANCE 2' ABOVE 00 YEAR FLOOD b..-
6"
ENCOUNTERED 12 O.D. OF PIPE 1 -,,MAXIMUM SIDE 9' PLAIN. WHEN MANHOLE TOPS 7 11211 22„ O O A.B.C. °
CLEARANCE o0ppo�00000 00000008 o 0000 T ARE IN EXCESS OF 3' ABOVEa
0000 0000000000000 0000000 O GRADE. OUTSIDE STEPS MUST STANDARD '
SECTION A-A BU YL-NEKOR
rz BAF AT a^ crs 2"
NOTES: BE PROVIDED. SEE STANDARD � � APPROVED SEALANT MANHOLE r COMPACTED
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM 5-2B FOR STEP DETAIL. IN BILL OF MATERIAL EOR4'MANrIOLE BETWEEN FRAME BACKFILL
THE INSIDE FACE OF THE SHORING AND BRACING. NON TRAFFIC AREAS, TOP OF eAR 1l 1 LENGTrI No. wr. Les. AND COVER m' U
a NON 25 15/IG" ELEVATI❑N TOTAL
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. FRAME AND COVER SHALL BE
T2 �'-6^ 24 I6s CHIMNEY NOT
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. INSTALLED A MIN. OF 1' ABOVE o � 33 I/4" mo
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON-TRAFFIC
A a•� A FINISHED GROUND SURFACE. ro CL. "A'' CONCRETE TOTALCU. Yoe. ,778 TO EXCEED
AREAS. o,° aLU
NOTES: 5/611X311LAG5HIELD IN HOLE MEN!5. ACHIEVE 80% COMPACTION IN NON-TRAFFIC AREAS, AND 95% COMPACTION IN a �' SEE SEWER DESIGN a a
m I ) ALL MANHOLE FRAMES SHALL 8E DRILLED INTO CONE OK #3 OR #4 KEBAK SECTION Z
TRAFFIC AREAS. SECTION DOMESTICALLY CAST. RING WITH ANCHOR SUNK To PRECAST CONCRETE SPACER w
6. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL MAY BE REQUIRED. ' 0 1 2) FRAME SHALL BE A MINIMUM WEIGHT OF DESIGN DEPTH, AND 3/8"X3" CORROSION RESISTANT MATERIAL DONUT RINGS) IN TRAFFIC a
MIN. 3" COMPACTED #67 STONE 162 LB5. WITHIN PUBLIC ROW AND I GO LBS.
7. MEN
NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL. ALL BASES ARE MINIMUM 9' TrnC HOT DIPPED GALVANIZED RUBBER, PLASTIC AREAS ONLY. DONUT RINGS z !y
' BASE TO BE INSTALLED UNDER WITHIN EASEMENTS. LAG BOLT AND WASHER. NOT ALLOWED IN Q
Q p NEW MANHOLE. 3) COVER SHALL WEIGH A MIN. OF 120 LBS. J
REINFOCONI. EooTING FOR 4) ALL MANHOLE FRAMES OUTSIDE OF PAVED EASEMENTS. 0
CITY OF RALEIGH �. CI Y OF RALEIGH e FKECAST AST MANHOLE CITY OF RALEIGH SURFACES SHALL BE BOLTED TO THE CONE TSCITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES TI 0R T,2 EAR DEPARTMENT OF PUBLIC UTILITIES SECTION OR RING WITH A MINIMUM OF 4 DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
BOLTS PER FRAME.
TRENCH BOTTOM DIMENSIONS & BACKFILLING STANDARD PRECAST SANITARY
srwuGHT ea EXTENDED BASE OK CAST-IN-PLACE STANDARD MANHOLE COVER SECTION A - A STANDARD SLIP RESISTANT STANDARD MANHOLE FRAME AND COVER
REQUIREMENTS FOR DUCTILE IRON SEWER MANHOLE REINFORCED CONCRETE BASE
MANHOLE STEP DETAIL DETAIL WITHIN PAVED SURFACES �
DWG. N0., REVISIONS JDATE REVISIONS DATE I DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG, NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG, NO. REVISIONS DATE REVISIONS DATE
D.W.C. 9­5_991
-3-99 S-20 Y.c.A. I2-3I-92a88 e-2l-0s 5-21 3-I-57 A1313-8
2-9-05 3-I7 3-1-8-28 7 A.B.B. P-9-05 RRH 3-30-00 Y.C.A. 12-31-91 ABB 9-20-04
S-4 RRH -30-0 PMH 3-30-00 D.H.L. 6-I5-0b F� 3-30-00 5-25 RRH 3-30-00 D.H.L. 6-18-0 -�� RRH 3-30-00 DHL 1 1-29-07
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(j z 2 CI Y OF RALEIGH SADDLE INSTALLATION LIMITS CITY OF RALEIGH c� CITY OF RALEIGH CITY OF RALEIGH J CITY OF RALEIGH CITY OF RALEIGH
z OU U DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES - D E O DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES w DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
Q TYPICAL SANITARY SEWER a a w o o} "
LATERAL SADDLE INSTALLATION z 8 10" SANITARY SEWER CONCRETE CRADLE PROTECTION FOR
w w O } - DETAIL FOR VCP AND DUCTILE IRON 4 CLEANOUT PLUG � a
> Q g LATERAL CONNECTION DETAIL FOR PVC PIPE a m z EASEMENT WIDTHS SEWER LINE CROSSINGS \���� �N C A ROl
O DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE VISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE O a DWG. NO. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE \\ •'•• / /i
o U Y.C.A. 6-92 A.B.B. 4-8-04 3-1-87 3-1-87 3-1-8 3-1-87 RRH 3-30-00 A.B.B. 27-05 DHL 2-20-08--30ESS•••Qj•� `
RRH 3-30-00 D.H.L. 6-18-08 5-31 RRH 3-30-00 S-32 RRH 3-30-0 5-34 D. .C. 3-27-98 5-43 D.T.L. G-18-08 S-49
2 4" q.-0„
O G FRAME AND GRATES W'40N FRAME AND GRATES 0 0 0 M y O O p 9 GENERAL NOTES : 0 C0
0 4" MIN. CLEAR FROM �"� ANCHOR F} FH X BILL OF MATERIALS F F, y '• ¢X ' THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: F 028924
JOINT (ABOVE OR BELOW) ,C., • Z - - - - - - F Q w • Z 4" I - 840.04, 840.05, 840.14, 840.15, 840.31 , 840.92, 840.94, Q Q
U I I Z SEE SECTION Y-Y F011 DIMENSION COMMON CONCRETE ALT. BRICK ALT. 4� " • •F try •;
N O O n N O N O 6" 6" 840.35, 840.36 ANO 840.41. F i �•
21" MAX. CUT TO FIT 9 L F. I �"� I-•I C7 C.i �"� O 9 BAR SIZE LENGTH UANTITV WEIGHT LENGTH IXIANTITY WEIGHT I..I ¢ O U I..I O -q 1" MIN. INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE M ¢ C7 �: i • i
D.I.P. r- CD 2'-0" 3-8" LLJ0I--I r0�1-1CA A 8-4 8 7-7 47.7 LLJ0I I r2ET�W CLR.(TYP) LLJ0I.4 / � •NGINE�• �, \
00 1}'2 PIPE I.I• MZ _> d Z f71Z 2 d Z rnZ m SECTION VIEWS WITH NCDOT STANDARD SPECIFICATION SECTION 840. CL z / 9 G \
OCOCW= It' 1 > B #5 3.4 16 3.4 1 56.3 0002 I.y 1 >
= O y C7 m 9" CAVITY 3" cAVIrr W °Q" LL - O O n m t'5 2 _0 1q 3 _ _0_ W Q Z LL - O 0 �p n 1 " MIN. " USE 4000 PSI MINIMUA COMPRESSIVE STRENGTH CONCRETE. W ¢ Z LL _ /j/
I - T Z 1011" MORTAR JOINTS LU C7 O C7 Z y # 4 38.81. H V <O tm9 m -n Z> m CLR. (TMP) :v OPTIONAL JOINT DETAILS " USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185 F V ¢ o //
EXISTING O O WITN . "DIA. MIN. "DIA. Q F w - 2000 g F #5 4-8 2 97.3 4-8-Id 1D 48.7 Q H F-I - Fn�O c 4X4 W4XW4 WELDED WIRE FABRIC (WWF). Q F
2 O - (SEE GEN. NDTES) F 2 Z H S Z 2 0 • H S Z
O M.H. Z I.y - r -n MORTAR JOINFS WALL TIE i. WALL TIE W Z I-a -0 r W Z w r �1 #5 REBAFIS @ 12" LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0". W
O 1/4"x2" STAINLESS O O ft' (SEE GEN. NOTES) @ 16" CTS. @ 18" CTB. O LL J 00" n n n n 0 ~ LLO J 0 CENTERS HORIZ. ¢ I•H J
O a C'12 Z ^ ^ a ^ ^ O Q n 2 Z Y I I I I I I I I Y REINF.R TIE EEL (TOTAL WEIGHT LB 222.8 ¢ 0 ►•I Q n = Op Z WWF 6 ON- ( " PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD 0 ~ 0 Q 07/11/2019
0 ANCHOR RAP WITH
2 ">3 > > 9 8" CTB. @ 8" Ci8. Z '-' ¢ > > I II I I II I CONCRETE IN WALLS CLASS AA CUBIC YMOS 0.56 �0_8 Z ►'I ¢ i D > v TO FABRIC) &VERT.) " 1926.704. Z ¢
(n ii 1 ^ „ F � -0- 0.36 H N 1 (USE WITH ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED F >
, "B" BARS O_ C I-I x _ _ 0.97 a I"I , 4' X 4' & LARGER UNLESS ALLOWED BY DETAIL IN PLANS.
OL
Z O (� FRAME AND GRATES 0 In " T L P 0
O 9 12" CTs. W 0 " RETE T TALI I YARD 1.a 1.oz W 0 _ DRAINAGE STRUCTURES PRECAST ALL ELEMENTS TO MEET ASTM C913. , w
Q Z q" " " "A" BAR 4" O Z Z - o' " FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
J ORE HOLE FOR INFLUENT @ 12 OTS• BRI K N RETE T AL BI YARD 1.48 1.93 TYPICAL) - 'L' BARS WITH
D.I.P. WITH CORING MACHINE •14 V-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 640.25.
AND INSTALL FLEXIBLE RUBBER .. BRICK CUBIC YARDS IN WALL/FOOT OF HEIGHT 0.94 " PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
z COUPLING. (SEE NOTE (j5) ENLARGED DETAIL 2"flulfla7. PLAN VIEW OF BASE UNIT
•v •v o •p•• ••p•. p• p•• STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
O •'• •�' :0 • • 6" 'L' OR 'W' 6" " WELDED WIRE FA6RIC MAY BE SUBSTITUTED FOR REBAR IF
U G v v v v v W T W N MIN. MIN. THE SAME MIN. AREA OF STEEL IS PROVIDED.
II-� J W 0 D "C" VERTICAL BARS J W " SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
y I ,4'-5" YIN. " •I I 6'-1" MIN.• _ I Z F 2 "E" 8 "F" HORIZONTAL BARB Z F
STANDARD SPECIFICATIONS.
A A #4 KEBABS @ " LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
D z SECTION X-X SECTION Y-Y ¢ y z e STRAIGHT BARS �, ¢ �p rn #a REBARS @ 6" CENTERS To 6'-0" X W-O". ¢ H
Z O �, BRICK ALT. 0 O O X� 0 d z - 6" CENTERS EACH WAY = " THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE 0
0 W r LL O O r a LL O O O EACH WAY ~ SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER LL V W
U N fr = Z W �-' PLAN• "A" & "o" BASE BARS 0'•P Q Z �o LOCATED IN
s
2'-4- ` " z a m " a a TYPICAL PRECAST " IS GREATER. z W
!/I 0 y Z O N CENTER THIRD
= FRAME AND ORATES CONCRETE FRAME AND GRATES > 2 8EE SECTION Y-r FOR "A" BARB r 1"1 2 ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA Q
L1') O
ANCHOR I"I W O e" RADIUS W H OF WALL
� Z 3 0 = Z � SPACING AND COUNT 3 p n RISER SECTION #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. 3 O
z BARREL O.D. PIPE G 1..( O ° Q �..( N 2" RADIUS 811" BEND Q 7- N
3 •e" v v •• ¢ W ¢ p -1 2" RADIUS I . X112" CONIC. C a W > DWG. 840.34 FOR MANHOLE INSTALLATION. cc O O
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a 2" 9 12 CT6. F Z p 77 cFr -USE CLASS 'AA' CONCRETE FOR CAST IN PLACE CONCRETE BOX. Z p C O G 1" MIN. CLEAR ro MIN. MIN. H m a E
Z STAINLESS STEEL > M "E„ BARS p ' co H D M _ -USE CLASS 'B' CONCRETE IN THE WALL CAVITY FOR REINFORCED N �•4 0)
U STRAP WITH 2 � 17 -� Z 3 Q o IS CONSTRUCTION AND CLASS 'AA' FOR THE FOOTING BASE. Z �% 3E V Z 7
ANCHOR BOLTS M N "B" BARS O ill H LL O Ft' - ��
Z 2" : p• a" v q ¢ Z -CHAMFER ALL EXPOSED CONCRETE CORNERS 1". N Q ¢ a � Z I 'L' OR 'W' + 2 WALLS 1 MIN. CLR. - � �„) � N
U I� " " •. . ' a" 2" 4" H {Y o-•I g y� TE -USE FORMS TO CONSTRUCT THE BOTTOM SLAB. I..I W I••I C m O I STEPS
-IF PIPES ARE SET IN THE BASE FOLLOW CONSTRUCTION m -A I .za E v '. :O: FH 1L C
O O 9 12 Cre. " " �. D J m IF O O �? PROCEDURES SHOWN BY STD. DWG. 840.00. CJ7 m O T I #4 KEBABS m 4X4 W4XW4 w O J 3
�' 6" CENTERS J :�•' :10 V' O
SECTION B-B G7 s 2" 9 12 CTS. 2" w V CO)Q wt' -PRECAST UNITS MADE OF CLASS AA' CONCRETE MAY BE USED IN w 0 Q N x � � � � WWF (LAP WWF m ?O. 0 ' ?D. : w F-
;o' ;o :o :o :V a
NOTES: 2 : p' v H V 70 m LIEU OF BRICK MASONRY CONSTRUCTION. H U 6 ONTO FABRIC) p H •per,• 'per,
Z > H ': • �• 1L > H W -INCLUDE REINFORCING STEEL COST IN THE UNIT OR I •' • < ,v • •:�: • v :�: v • :�: ~ I
I ... •.• . •. :. • .•. •.
0 1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM Z " "D" BAR •• • • • ^•^• • ¢ Z w LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE". 1L ¢ o• o•
2" 1L I 2 #5 BARS @ .W, •. .O, .O, .
U SPECIFICATION 03034. R1 r I I I _ a'-e" @ 1z I a O M r -REFERENCE STD. DWG. 840.25 FOR FRAME ANCHORAGE. O I #5 KEBABS 72" :: v' , •• 0' ';, v' „• o' ':;'v' (n rn
2. BOTTOM BEND TO BE 90' SHORT BEND, BELL SPIGOT, OF SDR 35C13 4'-0" _ ,� - IL N - IL - - - - - - - - - - OPENING 1" CENTERS 'o`,• •p +. Q
w PVC. SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF. m MAX.PIPE DIAMETER IS 38" R.C.P. �- M ( I -CONCRETE BRICK, JUMBO BRICK AND 4" SOLID CONCRETE BLOCK CLEAR (SEE NOTES) C �• N
CONSTRUCT MASONRY TROUGH FROM DROP EFFLUENT TO MAIN MAX. PIPE DIAMETER IS 18" R.C.P. 1 WILL BE PERMITTED.:• v ..•� q ' O CV
-CONCRETE FOR BRICK BOX REFER TO SECTION 832 OF THE LOCATE OPENING z . p ;; ;; o' •,• p' ;; o o• v 0
3. NOTCH BELL OF PVC DROP TO ACCEPT D.I.P. SPIGOT AS SHOWN. SECTION X-X NoreB: SECTION Y-Y STANDARD SPECIFICATIONS. AS REQUIRED v. TYPICAL SECTION •o'• ••
_ 4. LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90' BEND AS CONCRETE ALT • _H011IZONTAL AND VERTICAL DIMENSIONS MAY BE ADJUSTED A8 THE PLAN OF BASE -PROVIDE GRATED DROP INLETS OVER W-8" DEEP WITH STEPS (SEE NOTES) TOP SLAB _ z •: :0 O
SHOWN. ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM FIELD CONDITIONS AND/OR ALTERNATE DESIGN REQUIRE. SPACED 12" ON CENTER AS DIRECTED BY STD. DWG. 840.66. 6" 'L' 6" TYPICAL SECTION '-'
O' SPACING OF TEN FEET. SHEET 1 OF 2-WXIMUM HEIGHT FOR THIS STRUCTURE IS 14'-0'. SHEET 1 OF 2 SHEET 2 OF 2 -FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS. SHEET 2 OF 2 SHEET 1 OF 1 YIN. MIN. SHEET 1 OF 1 D)
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL 840.35 -MAKE ALL STEELADJUSTMENTSE AS DIRECTED BY THE ENGINEER. 840.35 840.35 84.35 540.46 PLAN TOP SLAB OF BASE UNIT ISOMETR C VIEW - 0
3 _ FLEXIBLE RUBBER COUPLING. :MAKE
OF STEEL ORATE WILL REOIURE DEEPER SEAT ALONG SHORT WALLS. V dJ V .7N S4O . 46
O 6. CORE HOLE SHALL NOT ENTER CONE SECTION.
L 7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
c Z C P - 1 5-15
-15
Date: 07/11/2019
Scale: NOT TO SCALE
Town Certification. This design has been reviewed by the Development
RESHAPE INVERT Services Engineer for the Town of Knightdale, and to the best of my Drawn By: Checked By:
1-�CITY of RALaGH knowledge and belief, it conforms to the requirements established in JRR CMR
the Standard Specifications of the Town of Knightdale.
3�: DEPARTMENT OF PUBLIC UTILITIES
- SECTION A-A B Date:- - - - --------- ro�ec Number:
z INS 1 D E DROP MANHOLE y -------------------
DO Development Services Engineer 19-0001-988
DO
0) 1 DWG. NO., REVISIONS I DATE I REVISIONS I DATE
1 5-53 1 MAB 11 I -6-13 I I These plans are approved by the Town of Knightdale and serve as
0o construction plans for this project. Drawing Number:
0
I
Administrator
rn BY------ -------- Date:----■ 10.2---------
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2. ALL CONCRETE SHALL BE 3000 P.S.I.
3. BASE SLABS SHALL BE FORMED PRIOR TO PLACING OF CONCRETE.
4. USETYPE "A" GRATE AT SAG POINTS, OTHERWISE USE TYPE "B" OR "C"
REVISIONS FOR THE APPROPRIATE FLOW DIRECTION.
5. MASONRY UNITS MAY BE JUMBO BRICK, CONCRETE BRICK OR SOLID
DATE DESCRIPTION CONCRETE BLOCK.
6. ALL WALLS GREATER THAN 6' IN DEPTH SHALL BE CONSTRUCTED 12" THICK
1 of 2
Town of Knightdak
_
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I "lasrFreaFsot'.wFn
ENGINEER OR
ENGINEER'S
REBAR (TYP.)
"kk.
CONSULTANTS
SIGN HEIGHT
o
TOWN OF KNIGHTDALE
STANDARD DETAILS
STANDARD CURB INLET
FACE OF GUTTER FLOW LINE
Y Y
84" 7,0
PRIME
MAJOR
MAXIMUM
MUM
CONTRACTOR
SUS CONTRACTORS
Mst
GROUND--,,- I - - - - 1
IT I
SUPPORT DEPTH
AS NECESSARY
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* TOTAL SIGN AREA = 32 SF/SIDE (MAXIMUM)
REVISIONS
DATE DESCRIPTION
TOWN OF KNIGHTDALE
STANDARD DETAILS
w � m
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12' _J1
6' HH? E� C h 08
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END ELEVATION J -J SIDE ELEVATION M -M FFEIIETTf��l7T7�11 x
WHERE 30" TO 36" PIPE IS USED WHERE 42" TO 54" PIPE IS USED I-11r1I p
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PLAN (TYP) PLAN K
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2. ALL CONCRETE SHALL BE 3000 P.S.I.
3. BASE SLABS SHALL BE FORMED PRIOR TO PLACING OF CONCRETE.
4. USETYPE "A" GRATE AT SAG POINTS, OTHERWISE USE TYPE "B" OR "C"
REVISIONS FOR THE APPROPRIATE FLOW DIRECTION.
5. MASONRY UNITS MAY BE JUMBO BRICK, CONCRETE BRICK OR SOLID
DATE DESCRIPTION CONCRETE BLOCK.
6. ALL WALLS GREATER THAN 6' IN DEPTH SHALL BE CONSTRUCTED 12" THICK
1 of 2
-I
_
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REVISIONS
DATE DESCRIPTION
REBAR (TYP.)
2" 8..
F07>1
0.
PROJECT IDENTIFICATION SIGN
o
TOWN OF KNIGHTDALE
STANDARD DETAILS
STANDARD CURB INLET
FACE OF GUTTER FLOW LINE
Y Y
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STANDARD CURB INLET
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BE DONE BY THE TOWN TO
SPECIFIm BALL
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NOTES: i SECTION Y -Y
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SECTION X -X T 1. MORTAR JOINTS SHALL BE 1/2' THICK.
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23,1/2'
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2. ALL CONCRETE SHALL BE 3000 P.S.I.
3. BASE SLABS SHALL BE FORMED PRIOR TO PLACING OF CONCRETE.
4. USETYPE "A" GRATE AT SAG POINTS, OTHERWISE USE TYPE "B" OR "C"
REVISIONS FOR THE APPROPRIATE FLOW DIRECTION.
5. MASONRY UNITS MAY BE JUMBO BRICK, CONCRETE BRICK OR SOLID
DATE DESCRIPTION CONCRETE BLOCK.
6. ALL WALLS GREATER THAN 6' IN DEPTH SHALL BE CONSTRUCTED 12" THICK
1 of 2
-I
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n
REVISIONS
DATE DESCRIPTION
REBAR (TYP.)
IIIIIIIII
0.
PROJECT IDENTIFICATION SIGN
STD. N0.
TOWN OF KNIGHTDALE
STANDARD DETAILS
STANDARD CURB INLET
STD. N0.
TOWN OF KNIGHTDALE
STANDARD DETAILS
STANDARD CURB INLET
1.01
5.05
cVN
••
Mst
3" ON 12" WALL
A
C
E
23,1/2'
L`'"A"B
2. ALL CONCRETE SHALL BE 3000 P.S.I.
3. BASE SLABS SHALL BE FORMED PRIOR TO PLACING OF CONCRETE.
4. USETYPE "A" GRATE AT SAG POINTS, OTHERWISE USE TYPE "B" OR "C"
REVISIONS FOR THE APPROPRIATE FLOW DIRECTION.
5. MASONRY UNITS MAY BE JUMBO BRICK, CONCRETE BRICK OR SOLID
DATE DESCRIPTION CONCRETE BLOCK.
6. ALL WALLS GREATER THAN 6' IN DEPTH SHALL BE CONSTRUCTED 12" THICK
1 of 2
-I
_
n
REVISIONS
DATE DESCRIPTION
REBAR (TYP.)
IIIIIIIII
0.
PROJECT IDENTIFICATION SIGN
STD. N0.
TOWN OF KNIGHTDALE
STANDARD DETAILS
STANDARD CURB INLET
STD. N0.
TOWN OF KNIGHTDALE
STANDARD DETAILS
STANDARD CURB INLET
1.01
5.05
A
C
E
23,1/2'
L`'"A"B
Y
-I
II
TOP VIEW
II
REBAR (TYP.)
IIIIIIIII
0.
1' MAX. OF SOIL
101010
*;;WE
do
• FRONT
� ���
BACK FACE
FACE
cVN
cVN
••
Mst
3" ON 12" WALL
BE DONE BY THE TOWN TO
SPECIFIm BALL
L L L L '0 "0T �1°` L
2" ON
mi��in
x
n
B" WALL J
> 0 F) rn
-
SOURCE (NURSERY). LANDSCAPE
0
�'? �
CANOPY,
CONTRACTOR SHALL HAVE
WELDED WIRE
I
Inca
in
REINFORCING
l l
i-
15"
1-1
l j
O��TV
tV
POLY BARRICADE FABRIC
min
•• F
x BAR
REJECTED.
■ •
DIAMETER
DI
1�
a
REVISIONS
DATE DESCRIPTION
TOWN OF KNIGHTDALE
STANDARD DETAILS
REVISIONS
DATE DESCRIPTION
SECTION "A -A"
STANDARD REINFORCED CONCRETE
HEADWALL WITH WINGWALLS
L11
C� PLACE 4 - #5 REBAR AROUND
PIPE IN BOTH FACES
I•' -'-I
F
8" WITH 48" TO 96" PIPE
FRONT ELEVATION
3/4" CHAMFER (TYP.)
1 1/2" BEVEL AT
FRONT CORNERS
(TYP.)
CONCRETE SLAB
CONCRETE FOOTING
LEFT SIDE ELEVATION
NOTES,
REVISIONS 1. SEE STANDARD DETAIL. 5.09 FOR DIMENSIONS.
2. PLACE 1 CUBIC FOOT OF WASHED STONE BEHIND
DATE DESCRIP11ON EACH WEEP HOLE.
1 of 2 2 of
STD. NO. STD. N0.
TOWN OF KNIGHTDALE STANDARD REINFORCED CONCRETE
5.06 STANDARD DETAILS HEADWALL WITH WINGWALLS 5.06
NOTES:
1. REMOVE WIRE OR NYLON TWINE FROM
BALL
2. SOAK ROOT BALL AND PLANT PIT
IMMEDIATELY AFTER INSTALLATION. ,
3/4" NYLON STRAP STAKING - C
REQUIRED FOR LEANING
TREES OR AS REQUIRED BY
CONTRACT.
ROOT CROWN TO BE 6" SUP KNOT WITH STOP KNOT.
AT FINISH GRADE f 6" LARGER THAN TREE DIAMETER
BUTTRESS ROOTS
1"XZX18" WOOD STAKE WITH
CENTERED 3/8" HOLE DRIVEN KEEP MULCH 1' TO 2'
IN LINE WITH STRAP AWAY FROM TRUNK
UNDISTURBED SOIL 4" MAX. LAYER OF MULCH
FINISH GRADE 4" MAX. HIGH WATER
BERM OUTSIDE OF
BACKFILL
REMOVE TYPICAL EXCESS SOIL
FROM GROWER OVER ROOT SYSTEM, I PLANTING MIX (AS SPECIFIED)
UP TO 1" DEPTH. REJECT PLANTS
WITH MORE THAN 3". - I
ROOT
REMOVE TOP 1/3 BURLAP 8" BALL DIA 8' 8'
AND ANY NAILS/PINS, ETC. VARIES
REMOVE TOP 2/3 OF WIRE
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET BUTTRESS
ROOTS AT THE CORRECT HEIGHT.
FIRM SOIL UNDER ROOT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK
( AMSI, 1990, PART 1, "SHADE AND FLOWERING TREES")
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
3" 14-16' 18• 32" 21"
REVISIONS
DATE 1 DESCRIPTION
1 of 2
STD. NO. STD. NO.
TOWN OF KNIGHTDALE DIMENSIONS FOR HEADWALL WITH WINGWALLS TOWN OF KNIGHTDALE TREE PLANTING
STANDARD DETAILS 5.09 STANDARD DETAILS (FOR SINGLE AND MULTI -STEM TREES) 3.25
INSTALLATION DETAIL
Di
1" RE
REMO
�W
Y
0000
III
1.1
II
0iD"0
I
II
00roio0,'.
II
IIIIIIIII
0.
1' MAX. OF SOIL
101010
*;;WE
do
.1
� ���
MIN. 10 GA. L L L L L L L L L L L L___ POLY BARRICADE FABRIC
�cV
cVN
cVN
171']1M
Mst
d'd
BE DONE BY THE TOWN TO
SPECIFIm BALL
L L L L '0 "0T �1°` L
cill
mi��in
x
n
PLANTED/GROWN TOO DEEPLY AT
> 0 F) rn
GRADE L L L L L L L L L LIMIT OF
SOURCE (NURSERY). LANDSCAPE
0
�'? �
CANOPY,
CONTRACTOR SHALL HAVE
I
INN
I
Inca
in
T l
(D
l l
i-
l l
bo -co
l j
O��TV
tV
POLY BARRICADE FABRIC
min
In i�
e `oo
REJECTED.
Nen
In
1�
a
i� o N
Y i
i0 i0
I�
m O
NO REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
4'0'4
,O
,0 n
n Of
O, N N
3. ALL PLANTS TO BE SAVED SHALL BE PROTECTED BY FENCING AS SHOWN IN THIS DETAIL.
=
0010
i0 c0
tD 10
tD00
0010
aD OJ6
GOC4
Nzq
CN
Z
a
DATE DESCRIPTION 6. PROTECTIVE FENCING SHALL BE LOCATED 5' OUTSIDE DRIPLINE OF TREES AND
DATE DESCRIPTION
1' MINIMUM OUTSIDE SHRUBS OR OTHER PLANTS.
1���to
PROPOSED NEW 1'-6" CURB &
d
Z
PARKING LOT
2'-6" CURB IS AN
C0
0i0
1 1
O,v
1 1
a6cl;�
1 1
I I
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I I
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PERIMETER.
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I I I
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1 1
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1 1
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CURB AND GUTTER
-N
NNN
CURB AND GUTTER
• TVNN
I
NN N
Q
/�\�\�\
MIN DEPTH TOPSOIL,
=
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MIX NEW TOPSOIL WITH
�� SUBSOIL AT BOTTOM
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L11
C� PLACE 4 - #5 REBAR AROUND
PIPE IN BOTH FACES
I•' -'-I
F
8" WITH 48" TO 96" PIPE
FRONT ELEVATION
3/4" CHAMFER (TYP.)
1 1/2" BEVEL AT
FRONT CORNERS
(TYP.)
CONCRETE SLAB
CONCRETE FOOTING
LEFT SIDE ELEVATION
NOTES,
REVISIONS 1. SEE STANDARD DETAIL. 5.09 FOR DIMENSIONS.
2. PLACE 1 CUBIC FOOT OF WASHED STONE BEHIND
DATE DESCRIP11ON EACH WEEP HOLE.
1 of 2 2 of
STD. NO. STD. N0.
TOWN OF KNIGHTDALE STANDARD REINFORCED CONCRETE
5.06 STANDARD DETAILS HEADWALL WITH WINGWALLS 5.06
NOTES:
1. REMOVE WIRE OR NYLON TWINE FROM
BALL
2. SOAK ROOT BALL AND PLANT PIT
IMMEDIATELY AFTER INSTALLATION. ,
3/4" NYLON STRAP STAKING - C
REQUIRED FOR LEANING
TREES OR AS REQUIRED BY
CONTRACT.
ROOT CROWN TO BE 6" SUP KNOT WITH STOP KNOT.
AT FINISH GRADE f 6" LARGER THAN TREE DIAMETER
BUTTRESS ROOTS
1"XZX18" WOOD STAKE WITH
CENTERED 3/8" HOLE DRIVEN KEEP MULCH 1' TO 2'
IN LINE WITH STRAP AWAY FROM TRUNK
UNDISTURBED SOIL 4" MAX. LAYER OF MULCH
FINISH GRADE 4" MAX. HIGH WATER
BERM OUTSIDE OF
BACKFILL
REMOVE TYPICAL EXCESS SOIL
FROM GROWER OVER ROOT SYSTEM, I PLANTING MIX (AS SPECIFIED)
UP TO 1" DEPTH. REJECT PLANTS
WITH MORE THAN 3". - I
ROOT
REMOVE TOP 1/3 BURLAP 8" BALL DIA 8' 8'
AND ANY NAILS/PINS, ETC. VARIES
REMOVE TOP 2/3 OF WIRE
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET BUTTRESS
ROOTS AT THE CORRECT HEIGHT.
FIRM SOIL UNDER ROOT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK
( AMSI, 1990, PART 1, "SHADE AND FLOWERING TREES")
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
3" 14-16' 18• 32" 21"
REVISIONS
DATE 1 DESCRIPTION
1 of 2
STD. NO. STD. NO.
TOWN OF KNIGHTDALE DIMENSIONS FOR HEADWALL WITH WINGWALLS TOWN OF KNIGHTDALE TREE PLANTING
STANDARD DETAILS 5.09 STANDARD DETAILS (FOR SINGLE AND MULTI -STEM TREES) 3.25
INSTALLATION DETAIL
Di
1" RE
REMO
�W
SPECIFIED BALL
2. FOR NEW PLANTING AREAS, REMOVE ALL
DIAMETER
sFw
NATURAL SOIL LINE
TOP OF BALL
O
0L
r
0.
1' MAX. OF SOIL
NOTE:
*;;WE
do
ACCEPTABLE
AMEND TOP 24" OF EXISTING SOIL TO MEET
MIN. 10 GA. L L L L L L L L L L L L___ POLY BARRICADE FABRIC
A ROOT COLLAR EXCAVATION
V) � 00 M
LINE NARES (TYPICAL)
ROOT CROWN
ACCEPTABLE CONDITION
Iz
BE DONE BY THE TOWN TO
SPECIFIm BALL
L L L L '0 "0T �1°` L
cill
DIAMETER
x
n
PLANTED/GROWN TOO DEEPLY AT
> 0 F) rn
GRADE L L L L L L L L L LIMIT OF
SOURCE (NURSERY). LANDSCAPE
N
1
2'x4" WOOD POSTS
1 "x4" WOOD RAILS
EXISTING
-PLANT CANOPY PLANT
DRIP LINE 5 -FT (TYP.) � LIMIT OF
CANOPY,
DRIPLINE
1--5' MIN.
PLAN VIEW OF PROTECTIVE FENCING
1"x4" HORIZ. AROUND SINGLE TREE- EXPAND AS NECESSARY
WOOD RAILS
I � 40"�
TREE PROTECTION AREA
18'
DO NOT ENTER
a
WARNING SIGN DETAIL
PLANT CANOPY
z f DRIP LINE
REVISIONS
DATE DESCRIPTION
STD. N0.
TOWN OF KNIGHTDALE
3.21 STANDARD DETAILS
8'-0" MAXIMUM
NOTES:
1. 300 SF MIN, TOTAL REQUIRED AREA PER TREE.
SPECIFIED BALL
2. FOR NEW PLANTING AREAS, REMOVE ALL
DIAMETER
PAVEMENT, GRAVEL SUB -BASE AND
NATURAL SOIL LINE
TOP OF BALL
O
0L
r
AS DUG
1' MAX. OF SOIL
NOTE:
COVERING
HIGH -TENSILE STRENGTH,
GA. WIRES
ACCEPTABLE
AMEND TOP 24" OF EXISTING SOIL TO MEET
MIN. 10 GA. L L L L L L L L L L L L___ POLY BARRICADE FABRIC
A ROOT COLLAR EXCAVATION
V) � 00 M
LINE NARES (TYPICAL)
ROOT CROWN
ACCEPTABLE CONDITION
L L L L L ++ate L J 1
REVISIONS
DATE DESCRIPTION
STD. N0.
TOWN OF KNIGHTDALE
3.21 STANDARD DETAILS
8'-0" MAXIMUM
NOTES:
1. 300 SF MIN, TOTAL REQUIRED AREA PER TREE.
C7 p
2. FOR NEW PLANTING AREAS, REMOVE ALL
8' MAX. --�-TI
VARIABLE AS DIRECTED 6' STEEL T POST
PAVEMENT, GRAVEL SUB -BASE AND
Ln O U -) 0)N
� BY THE ENGINEER (FACTORY PAINTED)
O
0L
r
AND PLANTING TREES.
rin
MIN 12_1/2 ffIn ORANGE, UV RESISTANT,
NOTE:
04 t0
� N
HIGH -TENSILE STRENGTH,
GA. WIRES
C7
AMEND TOP 24" OF EXISTING SOIL TO MEET
MIN. 10 GA. L L L L L L L L L L L L___ POLY BARRICADE FABRIC
A ROOT COLLAR EXCAVATION
V) � 00 M
LINE NARES (TYPICAL)
FOR ALL TREES SPECIFIED WILL
J
L L L L L ++ate L J 1
BE DONE BY THE TOWN TO
SPECIFIm BALL
L L L L '0 "0T �1°` L
ENSURE THAT TREES WERE NOT
DIAMETER
PLANT
PLANTED/GROWN TOO DEEPLY AT
> 0 F) rn
GRADE L L L L L L L L L LIMIT OF
SOURCE (NURSERY). LANDSCAPE
EFFECTIVE
CANOPY,
CONTRACTOR SHALL HAVE
TOP OF BALL BALL DIAMETER
DRIPLINE
WARNING SIGN
SUPPLIER MARK GROUND LEVEL
LINE ABOVE ROOT BALL. IF TOWN
AS DUG
ORANGE, UV RESISTANT,
DETERMINES THAT THERE IS
o
HIGH -TENSILE STRENGTH,
EXCESSIVE SOIL OVER THE ROOT
POLY BARRICADE FABRIC
CROWN, THESE TREES WILL BE
UNACCEPTABLE
(TYPICAL)
REJECTED.
SOIL COVERING
8' MIN.
0
Z
PERFORATED PLASTIC FENCE DETAIL PLAN VIEW OF PROTECTIVE FENCING
Y i
AROUND SINGLE TREE- EXPAND AS NECESSARY
L�
r
BACK OF CURB/BACK OF CURB
NO REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
ROOT CROWN
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.
TREE ROOT BALL
4. CONTRACTOR SHALL INSTALL FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR GRADING ACTIVITY.
U
5. CONTRACTOR SHALL CALL FOR INSPECTION AND APPROVAL OF PROTECTIVE
REVISIONS FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR GRADING.
REVISIONS
Z
a
DATE DESCRIPTION 6. PROTECTIVE FENCING SHALL BE LOCATED 5' OUTSIDE DRIPLINE OF TREES AND
DATE DESCRIPTION
1' MINIMUM OUTSIDE SHRUBS OR OTHER PLANTS.
uNAVrFPTARI c rrTunmew
REVISIONS
DATE DESCRIPTION
STD. N0.
TOWN OF KNIGHTDALE
3.21 STANDARD DETAILS
8'-0" MAXIMUM
NOTES:
1. 300 SF MIN, TOTAL REQUIRED AREA PER TREE.
C7 p
2. FOR NEW PLANTING AREAS, REMOVE ALL
NOTES:
PAVEMENT, GRAVEL SUB -BASE AND
Ln O U -) 0)N
CONSTRUCTION DEBRIS BEFORE PREPARING SOIL
O
0L
r
AND PLANTING TREES.
7y
3. REMOVE COMPACTED SOIL AND ADD 24" NEW OR
04 t0
� N
TOPSOIL/PLANTING MIX OR UNCOMPACT AND
C7
AMEND TOP 24" OF EXISTING SOIL TO MEET
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
TOPSOIL/PLANTING MIX STANDARDS FOR TREES.
V) � 00 M
i (FOR SIDEWALKS >5 FT. EXTEND TO q OF STREET)
W
J
W
y REOUIRES 64 FT. OF RIGHT-OF-WAY
Oi of
0
0-
z UTILITY LOCATION UNDERGROUND OR ALLEY
w
~
a
> 0 F) rn
AVERAGE SPEED 20-25 MPH
O_
Lo
Z
INCLUDES BULBOUTS AT INTERSECTIONS AND MIDBLOCK
v
o U a o
STD. NO.
d
TREE PLANTING ISLAND
03
o
IN PARKING LOTS
3.23
E
a
o
E Z
H
PEDESTRIAN AWNINGS AND ARCADES RECOMMENDED DEVELOPMENT
8' MIN.
0
Z
a
Y i
J_
=
L�
r
BACK OF CURB/BACK OF CURB
�
p
TREE ROOT BALL
CL
U
Z
a
EXISTING ASPHALT
PROPOSED NEW 1'-6" CURB &
d
Z
PARKING LOT
2'-6" CURB IS AN
GUTTER. CONCRETE CURB TO BE
CONTINUOUS AROUND ISLAND
OPTION
PERIMETER.
tea►`
wr
r
EXISTING ASPHALT
PARKING LOT
l
`.J
CURB AND GUTTER
CURB AND GUTTER
/�\�\�\
MIN DEPTH TOPSOIL,
•74
FREE ,OF..STONES AND DEBRIS
. '
MIX NEW TOPSOIL WITH
�� SUBSOIL AT BOTTOM
I--�
REVISIONS
DATE DESCRIPTION
STD. N0.
TOWN OF KNIGHTDALE
3.21 STANDARD DETAILS
8'-0" MAXIMUM
NOTES:
1. 300 SF MIN, TOTAL REQUIRED AREA PER TREE.
C7 p
2. FOR NEW PLANTING AREAS, REMOVE ALL
NOTES:
PAVEMENT, GRAVEL SUB -BASE AND
y 71m
CONSTRUCTION DEBRIS BEFORE PREPARING SOIL
O
0L
r
AND PLANTING TREES.
7y
3. REMOVE COMPACTED SOIL AND ADD 24" NEW OR
,/�
Y i
TOPSOIL/PLANTING MIX OR UNCOMPACT AND
C7
AMEND TOP 24" OF EXISTING SOIL TO MEET
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
TOPSOIL/PLANTING MIX STANDARDS FOR TREES.
J
i (FOR SIDEWALKS >5 FT. EXTEND TO q OF STREET)
W
J
W
y REOUIRES 64 FT. OF RIGHT-OF-WAY
Q
0
0-
z UTILITY LOCATION UNDERGROUND OR ALLEY
w
~
a
Of
AVERAGE SPEED 20-25 MPH
O_
Lo
Z
INCLUDES BULBOUTS AT INTERSECTIONS AND MIDBLOCK
Q
STD. NO.
d
TREE PLANTING ISLAND
�
IN PARKING LOTS
3.23
SEDIMENT SACK
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STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1/57
WASHED STONE
d
e d
.a a d• <
EXPANSION RESTRAINT °
(1/4" NYLON ROPE, DUMP STRAPS d " . ° q
2" FLAT WASHERS) 2 EACH
\ \ d A ° NOTES:
1. SOME MUNICPALITIES DO NOT ALLOW BURY WIRE FENCE AND HARDWARE CLOTH
\ ° GUTTER PROTECTION ON PUBLIC ROADS.
BAG DETAIL SILT BAGS SHOULD BE USED WITH
THESE CASES.
2. BAGS SHOULD BE CLEANED OUT AFTER
EVERY RAIN EVENT AND/OR AS
AK NEEDED.
coUNT cDAKY
"ORTHCAR° IN STANDARD SILT BAG - INLET SEDIMENT CONTROL DEVICE "°RT"`AR"""
ECTI V E: 0 /31/081 EFFECTIVE: 01/31/08
0
A
y C) STREET FEATURES: MINIMUM PAVEMENT DESIGN:
TRAVEL LANES OF 10 FT. MINIMUM BITUMINOUS SURFACE COURSE: 1 1/2' S 9.58
FRONT VIEW
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
STEEL FENCLOTH IN TRENCH
CE POST
SET MAX 2' APART
MIN. 18" INTO SOU
GROUND
V FILTER FABRIC
ON GROUND
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
JURY 6' OF UPPER EDGE OF
ILTER FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
Z
,��, t •' 1/4"/ FT (TYP•)
H
hALPLANTING
STRIP
25' MN
C) (TV.)
o
w zo
37.0'
ROADWAY
64.0'
RIGHT-OF-WAY
NO SCALE
13.5' MIN
-III-III-III-III-III III -I ? A Mqk � 0 YAR.2I-
1I
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AKE
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EFFECTIVE: O1 /31
PLACE GRAVEL BAGS SUCH THAT
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CURB INLET- \
FLOW
PLAN VIEW
NOTES:
1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND
AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF.
2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH' INCH
(OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT
AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
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coUNT
FLOW
NOTE: GRAVEL BAG SHOULD NOT
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12"
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FRONT VIEW in
STEEL POST
NOTE: WOVEN WIRE FABRIC
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DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW. o =
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NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
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FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
AK
COUNTY
STANDARD TEMPORARY DIVERSION DITCH "ORT"CAR° INA STANDARD CHECK DAM
EFFECTIVE: 01/31/081
50' MIN. NOTES.
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SECTION VIEW
"ORTHCAR°SIN STANDARD GRAVEL BAG CURB INLET PROTECTION
EFFECTIVE: 01/31/08
0.5'-1'
D
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#1 RIP -RAP -
VARIES
SIDE VIEW
CONSTRUCTION NOTES:
HEIGHT & WIDTH DETERMINED BY
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SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
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STEP SEQUENCE
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CURB & GUTTER INTERMEDIATE COURSE: 2 1/2" 1 19.OB
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1I
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2:1 MAX SLOPE (TYP.
AKE
COUNTY
"ORTH CAROLINA
EFFECTIVE: O1 /31
PLACE GRAVEL BAGS SUCH THAT
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CATCH BASIN PONDING AREA FOR
SEDIMENT SEPARATION
BACK OF CURB \
CURB INLET- \
FLOW
PLAN VIEW
NOTES:
1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND
AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF.
2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH' INCH
(OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT
AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
4. WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.
AK
coUNT
FLOW
NOTE: GRAVEL BAG SHOULD NOT
BE HIGHER THAN TOP OF CURB^ rT
12"
CROSS SECTIONAL VIEW
FRONT VIEW in
STEEL POST
NOTE: WOVEN WIRE FABRIC
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW. o =
0 FILL SLOPE
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO M 3
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN Ct-4 Z
AND TO REMOVE PRESSURE ON THE SILT �
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" GRADE
6" MINIMUM COVER
o OVER SKIRT
I
N ANCHOR SKIRT AS DIRECTED
BY ENGINEER
AK SIDE VIEW
coUNT
"ORTHCAR°
INASTANDARD TEMPORARY SILT FENCE
TOP ELEVATION OF STORMWATER
#5 WASHED
STONE-
EXISTIN�SLOPE
RAP
FRONT VIEW
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
AK
COUNTY
STANDARD TEMPORARY DIVERSION DITCH "ORT"CAR° INA STANDARD CHECK DAM
EFFECTIVE: 01/31/081
50' MIN. NOTES.
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SECTION VIEW
"ORTHCAR°SIN STANDARD GRAVEL BAG CURB INLET PROTECTION
EFFECTIVE: 01/31/08
0.5'-1'
D
N
#1 RIP -RAP -
VARIES
SIDE VIEW
CONSTRUCTION NOTES:
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EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
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2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD to
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
2"-3" STONE TO BE USED CONCRETE l V)
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GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE AREA _
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN L�
STONE AND REPLACEMENT WITH FRESH STONE. 0 to p
PLAN VIEW
35' MIN. 15' MIN. NEW CONSTRUCTION
EXISTING ROADWAY
12" MIN.
6" MIN. -
\-FABRIC UNDER STONE
CROSS SECTION
AKE
COUNTY
"ORTHLAR° I" STANDARD CONSTRUCTION ENTRANCE
EFFECTIVE: 01/31/08
SOIL BERM
4' X 4' N E
N (AI
SF SF SF -SF C:
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FILL 4" - 6" WITH AGGREGATE SILT FENCE
SIGN (No. 57, No. 4, OR No. 2) AND INSTALL PLASTIC LINER I
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CONCRETE WASHOUT AREA (CWA) o
(NO SCALE) 0
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Date: 07/11 /2019
Z C P -15 -15
Scale: NOT TO SCALE
Drawn By: Checked By:
JRR CMR
Project Number:
19-0001-988
Drawing Number:
C.10.3

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architects
msdP
m e r r i m a n
SO C h m i t tw
architecture • planning
interior design
610 EAST MOREHEAD ST.
SUITE 200
CHARLOTTE, NC 28202
704.377.1177
704.377.3060 ( fax )
DEVELOPER / OWNER:
tL
TRINITYCAPITAL
SEALS :
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CONSTRUCTION
OWNER / CLIENT SIGNATURE :
DATE :
FILE NAME :
PROJECT NO.:
C19076
SHEET TITLE :
OVERALL
FLOOR PLAN
SHEET :
A101
© Copyright 2019 Merriman Schmitt/Architects, Inc.
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FILE NAME :
PROJECT NO.:
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SHEET TITLE :
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FLOOR PLAN
SHEET :
A101
© Copyright 2019 Merriman Schmitt/Architects, Inc.