20150566 Ver 1_401 Application_20150615

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Transmittal
Attention: Sheri Montalvo
NCDENR Water Quality Permitting
1617 Mail Service Center
Raleigh, NC 27699
919- 807 -6303
From: Eleanor Rochelle, EIT - Burton Engineering Associates
Project Name: Pepsi Bottling Ventures
Project Number: 554 -015
Date: June 5, 2015
Re: Pepsi Bottling Ventures Stream Crossing
Via: UPS
Copies
Date
Pages
Description
4
05/20/15
22
Pepsi Constructions Plans (11x17)
2
05/20/15
151
Pepsi Stormwater Management Report
4
05/20/15
10
NCDENR Pre - Construction Notification Form
1
06/05/15
5
Storm Water BMP Operations & Maintenance Agreement
1
1
USGS Location Map
1
06/05/15
Check for $240.00 to NC Division of Water Resources
❑ As Requested ® For Approval ® For Your Use ❑ For Review and Comment
If you have any questions concerning this information, please contact me at (704) 553 -8881 or by email at
erochelle (cD-burtonengineering.com.
Sincerely,
tyaa/K'1 C9_
Eleanor Rochelle, EIT
PLEASE NOTIFY AT ONCE IF ALL ENCLOSURES ARE NOT INCLUDED
rJUN0�2015'D�
A

OF WA TF9
Office Use Only:
v`, r 0 5 0 5 6 6 Corps action ID no.
o < DWQ project no.�
Form Vers 1.40January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre- Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes Q No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
0 Yes ❑ No
For the record only for Corps Permit:
❑ Yes 0 No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes Q No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes Q No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes 0 No
2.
Project Information
2a.
Name of project:
Pepsi Bottling Ventures
2b. County:
Cabarrus
2c.
Nearest municipality / town:
Harrisburg
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
rl
3.
Owner Information
IT19 fi]
3a.
Name(s) on Recorded Deed:
TKC CCIX, LLC i f
3b.
Deed Book and Page No.
DB 09558 PG 0061
3c.
applicable): e Party (for LLC if
Ken Beuley aot & eU Fe FR pURCEg
3d.
Street address:
5935 Carnegie Boulevard, Suite 200
3e.
City, state, zip:
Charlotte, NC 28209
3f.
Telephone no.:
704- 365 -6000
3g.
Fax no.:
704 - 365 -0733
3h.
Email address:
Ken @thekeithcorp.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify: Developer
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Greg Welsh
5b.
Business name
(if applicable):
Burton Engineering Associates
5c.
Street address:
5950 Fairview Road, Suite •100
5d. City, state, zip:
Charlotte, NC 28210
5e.
Telephone no.:
704 - 553 -8881
5f.
Fax no.:
704- 553 -8860
5g.
Email address:
greg @burtonengineering.com
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
5507 -23 -7930
1 b. Site coordinates (in decimal degrees):
Latitude: 35.1903 Longitude: 80.4002
1 c.
Property size:
32.12 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Back Creek
2b. Water Quality Classification of nearest receiving water:
C
2c.
River basin:
Yadkin Pee Dee
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is currently undeveloped, and is partially wooded with large open areas and rolling terrain. The property is located in an industrial
development area.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 525
3d.
The
Explain the purpose of the proposed project:
purpose of the project is to construct an industrial distribution facility.
3e. Describe the overall project in detail, including the type of equipment to be used:
The site is undeveloped and will require grubbing and grading to obtain design elevations and the construction of a 205,000 SF building and parking.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
0 Yes ❑ No ❑ Unknown
Comments: expired January 18, 2011
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑X Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Len Rindner
Agency /Consultant Company: WEPG
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps jurisdictional determinations: January 18, 2006 through January 18, 2011.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes 0 No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes 0 No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes /No
-
W2
Choose one
Choose one
Yes /No
-
W3
Choose one
Choose one
Yes /No
-
W4
Choose one
Choose one
Yes /No
-
W5 -
Choose one
Choose one
Yes /No
-
W6
Choose one
Choose one
Yes /No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
Unnamed tributary
INT
Corps
4
127
S2
Choose one
-
S3 -
Choose one
-
S4 -
Choose one
-
S5 -
Choose one
S6 -
Choose one
-
3h. Total stream and tributary impacts
127
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

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

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Perpendicular driveway crossing with low point in driveway at stream to minimize fill.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Temporary stream crossing (no impacts) with silt fencing and construction entrance.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes ❑X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
49.3%
2b.
Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
The
stormwater runoff will be treated with two sand filters. Approximately 7.68 acres of new improvements
will drain to the west sand filter located at
the
southwestern corner of the site. The east sand filter, located at the eastern property line, will treat the runoff from approximately 9.93 acres of new
improvements.
Each sand filter contains an oversized forebay designed to release the water quality volume into the sand filter over 48 hours, providing
the
peak control required per Town of Harrisburg requirements.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Town of Harrisburg
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Town of Harrisburg
❑ Phase II
❑ NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
[I Yes X❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006 -246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
❑X No
use of public (federal /state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after - the -fact permit application?
F1 Yes
❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
El Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The
project is located in an industrial park area designed specifically for this type of development
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Water and Sewer Authority of Cabarrus County Sanitary Sewer. Public sewer main will convey to Rocky River Regional WWTP.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAH Habitat Conservation EFH Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://gis.ncdnr.gov/hpoweb/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
http: // fris. nc. gov / fris _hardfiles /nG/hardfiles /DFI RM /025 /DFI RM_NC_3710560700J.pdf
ON 8Qu,L-Q
'Appli6antlft-eKhs S gnature
Applicant/Agent's Printed Name
Date
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

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PROJECT SUMMARY
PROPERTY
PROJECT NAME: PEPSI BOTTLING VENTURES
OWNER/DEVELOPER: THE KEITH CORPORATION
PLANS PREPARED BY: BURTON ENGINEERING ASSOCIATES PHONE>K:1704Ur538881
ZONING: I_1 PETITION NO.: WA TAX PARCEL: 5507 - 237930
JURISDICTION: HARRISBURG WATERSHED DISTRICT: WA
FEMA PANEL No.: 371 DWAODJ FEMA DATE: 02/02107 FLOOD ZONE: OUT
LOT SIZE: 32.12 ACRES
PROPOSED START DATE: 015115aOlS PROPOSED COMPLETION DATE: 0 310 112 01 6
SETBACK REQUIREMENTS
FRONT SETBACK: 30 FT.
INTERIOR SIDE YARD: 0 FT.
REAR YARD: 0 FT.
REQUIRED BUFFERS:
FRONT: IJ 'ES WAFT. REAR: N ES WAFT.
SIDE(STREET). N�'ES WAFT. SIDE N®'ES WAFT.
BUILDING
PROPOSED USE: WAREHOUSE 1 DISTRIBUTION
BUILDING HEIGHT: 44 FEET. STORIES: 1
BUILDING COVERAGE: 205,000 $Q. FT. GROSS FLOOR AREA: 205,000 SQ.FT.
ALL SIGNAGE WILL BE APPROVED AND PERMITTED SEPARATELY.
SITE DEVELOPMENT PACKAGE FOR
PEPSI BOTTLING
VENTURES
CEDAR DRIVE
HARRISBURG, NORTH CAROLINA
11
I
1
1 f�
1 ✓ �
\
\
\
SCALE: 1" = 100' \
13.
PROJECT CONTACT INFORMATION
ENGINEERING'.
ENGINEER
ARCHITECT:
OWNER.
Burton Engineering Associates
WHN Architects
Redus NC Commercial, LLC
Cadion Button, Luke Buoenske
Steve Nelson
301 S. College Street
5950 Fairview Road. Suite 100
330 W. 10th Street
Charlotte, NC 28202
Charlotte, NC 28210
Charlotte. NC 28202
Phone: [phone]
Phone: T04- 553 -8881 • Fax [phone]
Phone: [phone] • Fax: [phone]
41 DO Main Street
DEVELOPER:
CONTRACTOR:
TOPOGRAPHIC SURVEY PROVIDED Y'
EDB .
TKC CCIX, LLC
Choate Construction
FomSite Land Surveying
C Arm an Lewis
Brent Long
Gary Brooks
5935 Carnegie Blvd. Suite 200
2907 Providence Read. Suite 400
595D Fairview Road, Suite 100
Chadotte. NC 282D9
Chadotte, NC 28211
Charlotte. NO 28210
Phone: [phone] • Fax' 704365-0733
Phone: [phone] • Fax: [phone]
Phone: [phone] • Fax: [phone]
�1
SOILS ENGINEERS:
ECS Carolinas, LLP
Erik H. Freeburg
1812 Center Park Drive, Suite O
Charlotte, NC 28417
Phone: [phone] • Fax: [phone]
BOUNDARY/UTILITY SURVEY BY
ForeSile Und Surveying
Gary Brooks
5950 Fairview Road, Suite 100
Charlotte, NC 28210
Phone: [phone] • Fax: 7D4- 553 -8880
II rr.r,
REGULATORY - UTILITY- MUNICIPALITY CONTACTS
PLANNING.
ENGINEERING'.
Harrisburg Planning Department
Harrisburg Engineering Department
Joshua Watkins
Derek Slocum
4100 Main Street
4100 Main Street
Harrisburg, NC 28075
Harrisburg, NC 28075
Phone [phone]
Phone: [phone]
ZONING:
UTILITIES (WATER /SEWER).
Harrisburg Zoning Department
Harrisburg Engineering Department
Wayne KniTnurger
Tom Polito
4 too Main Street
41 DO Main Street
Harrisburg, NC 28075
Harrisburg, NC 28075
Phone. [phone]
Phone: [phone]
I
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JAN 0 B ZO
1
DRAWING RECORD
ISSUED FOR DATE I ISSUED FOR DATE
SITE PLAN REVIEW 572W15
DRAWING ISSUANCE RECORD
DRAWING TITLE
ORIG. DATE
COVER SHEET
May 13, 2815
GENERAL NOTES
Mry 18, 2015
EXISTING CONDITIONS PLAN
OVERALL SITE PLAN
May 18.201 5
SITE It UTILITY PLAN (WEST)
May 1s, 2015
SITE B UTWTY PLAN (EAST)
May 18, 2015
WATER SERVICE PLAN
May is, 2015
OVERALL GRADING s DRAINAGE PLAN
May 18, 2015
GRADING It DRAINAGE PUN (WEST)
May 18, 2015
GRADING s DRAINAGE PLAN (EAST)
May 18.2015
STORM PROFILES
May 15. 2015
STORMWATER MANAGEMENT PLAN (WEST)
May 18, 2015
STORMWATER MANAGEMENT PLAN (EAST)
May 18, 2015
EROSION CONTROL PUN7NASE I
May 18. 2D15
EROSION CONTROL PLAN4%ASE 8
Met 18.2015
LANDSCAPE PLAN
May 18, 2D15
SANITARY SEWER EXT• PUN B PROFILE
May 18, 2D15
SANITARY SEWER EXT -PLAN 8 PROFILE
Met 18, 2015
GENERAL DETAILS
May 18, 2015
UTILITY DETAILS
May 18, 2015
UTILITY DETAILS
May 18. 2015
STORMWATER DETAILS
May 18, 2015
I REVIEWIPERMIT STATUS I
I AGENCYIPERMIT I SUBMITTED 1 APPROVED 1 PERMIT No. I
I VICINITY MAP I
EROSION CONTROL' SITE
NCDENR - Mooresville Regional Office
Tames Eon
601 East Center Avenue
Mooresville, NC 28115 oa.c
Phone: [phone]
FIELD INSPECTOR'
NCDENR
Samar Bou- Ghwale, Eric Sch,msber
610 East Center Avenue, Suite 301
Mooresville, 28115
Phone Phone: [phone]b300 • Fax 704b63 -1699
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GENERAL NOTES
1. ALLCONCRETE SIDEWALN69HALL BE FULL 4•THICK 4000 PSI CONCRETE W /1'DEEP
GROOVE CONTROL JONTS AT INTERVALS INDICATED ON SITE PLAN PROVIDE
EXPANSION AIMS ADJACENT TO ALL RIGID STRUCTURES. EXPANSION JOINT SPACING
SHALL HOT EXCEED 30.
2.
L. EMSIOHSAIRETOFACEOFCURBUNLEM .TNERMM NOTED
3 SEE ARCHRECTURAL PLAN FOR EXACT LOCATION 6 SIM OF WATER. SEWER
CONNECTONS 6 ROOF DOWNSPOUTS.
4. SEE ARCHITECTURAL RAN FOR BUILDING DIMENSIONS, FEATURES. STARS&
NANORNLS. ETC.
S. DSVEWAYS SHALL BE CONSTRUCTED TO STATE S LOCAL CODES.
.. ACCE %IBLE PARKINO:
•. M ACCESSIBLE PARKING SPACE SHALL HAVE NO GREATER SLOPE THAN Uf PER
FOOT ACROSS THE SPACE.
0 HANORA, ARETOBEPROWDEDON ACC ESSIBLERAMPSWITHADROPOFZOR
MORE.
F MAN. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALO SHALL BE 50%11301.
<. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED
PARKING SPACE SONS AS PRESCRIBED BY THE N C D O T. MANUAL ON UNIFORM
TAPO CONTROL DEVICES S APPROVED FOR USE UNDER N C. GENERAL STATUTE
R74I, R74D PENALTY' SIGN S HERE APPLICABLE. -VAN ACCESSIBLE' SON.
T. THE CONTRACTOR SHALL VISIT THE SITE B FAMILIARIZE HIMSELF WITH THE EXISTINO
CONDITIONS BEFORE SUSAITTING HIS BID,
8. ALL DISTANCES DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START
OF CONSTRUCTION. IN CASE OF CONFLICT. THE ENGINEER SHALL BE NOTIFIED
IMMEDIATELY SO NAT CLARRICAn- MAY BE MADE PRIOR TO THE START OF WORK.
9. THE PFIOPDSED GRADES AS SHOWN IN THESE RAN. ARE THE FINISHED GRADES
UNLESS OTHERWISE NOTED.
10. THE CONTACTOR SHALL SUPPLY &EETABLISH.UAVEY CONTROL, INCLUdNG THE
NORIMNTAL S VERTICAL CONTROL POINTS. THE CONTRACTOR SHALL MAINTAIN THIS
CONTROL 6 PROVIDE ALL BENCHMARKS. STAKES. GRADES. LEVELS, 5 LINES NECESSARY
FOR CONSTRUCTION CONTRACTOR(5) SHALL PRO VIDE ADEQUATE SUPERVISION TO
PREVENT DAMAGE 5 MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION
.TAKES. THESE CONSTRUCTION STAKES SHALL REMAIN IN PUCE 5 BE PROTECTED
UNTIL OWNER APPROVES THEIR REMOVAL ANY STAKES THAT HAVE BEEN DISPLACED AS
A RESULT OF CONSTRUCTIDN ACTMTY ARE TO BE REPLACED BY A LICENSED LAND
SURVEYOR ENGAGES BY THE CONTACTOR AT NO COST TO THE OWNER,
11, ALLEXISTING MPROVEMENTSDAMAGEDASARESULTOFCONSTRUCTIONOME TIONS
SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE
OWNER.
12. ALL EXISTINGPAVEMENT S CONCRETE TOBEJONEO SHALL BESAW-
13 BURNING ON. OR NEAR THE AB STE WILL NOT BE PERMITTED.
14 ALL FILL SHALL BE COMPACTED TO 95% PER ASTM D 698. SEE MOTECHNICAL REPORT
FOR ADDITIONAL FILL REQUIREMENTS.
15 UPON COMPLETION OF THE WORK. THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF
ALL CONSTRUCTION RELATED MATERIAL 6 DEBRIS
16 LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PSOR TO START OF
CONSTRUCTION.
I7. APPROVAL OF THIS PLAN IS HOT AN AUTHORIZATION TO GRADE ON ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSTM GRADING WRITTEN
PERMISSION MUST BE OBTANED FROM THE AFFECTED PROPERTY OWNERISN
16. COORDATE ALL CURB&STREET GRADES IN INTERSECTONWITH TOWN OF
HARRISBURG INSPECTOR.
19. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5 %ON CURB,
20. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION SEE
SHEETS _QUA Q1 FDA EROSON CONTROL PLANS.
21 THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES & OTHER ABOVE
& SELOWGRADE IMPROVEMENTS ARE AFPROAMATELY AS SHOWN IT IS THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT IOCATIDIN. SIZE & INVERT
ELEVATIONS OF SUCH PRIOR TO START OF CONSTRUCTION,
22 ALL ROAD IMPROVEMENTS AT CEDAR DRIVE TO BE COORDINATED WITH TOWN OF
HARRISBURG PRIOR TO CONSTRUGMON,
23. PE SEALED SHOP DRAWINGS FOR RETAINING WALL($) MUST BE SUBMITTED TO TOWN OF
HARRISBURG ENOIN EER PRIOR TO CONSTRUCTION,
24 NONSTANDARD ITEMS (IS, PAVERS. IRRIGATION SYSTEMS. ETC I IN THE RAN REQUIRE
RAV ENCROACHMENT AGREEMENT WITH THE TOWN OF HARRISBURG BEFORE
INSTALLATION.
25 THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPECIFICALLY
UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBUGATION FOR
SUPERVISION OF CONSTRUCTION. SAFETY MEASURES TAKEN DURING THE COURSE OF
CONSTRUCTION RESPONSIBILITY FOR SCHEDUUNG THE WORK FOR INSURING
COMPLETE COMPIANCE WITH THE CONTRACT DOCUMENTS AA MR ALL CODE
REQUIREMENTS. RULES & REGULATIONS OF ANY FV BLIC OR PRIVATE AUTHORITY
HAVING JURISDICTION OVER THE WHOLE DR ANY PART OF THE WORK IN ADDITION, THE
ENGINEER NEITHER UNDERTAKES. ASSUME.. NOR GUARANTEE THE WORK AND/OR
PERFORMANCE OF THE CONTRACTOR.
M. ALLCONSTRUCTION SHALL MEET TOWN OF HARRISBURG, STATE OF NORTH CAROLINA&
ALL OTHER APPLICABLE STANDARDS
21 BEFORE YOU DIG, ATOP CALL THE NC ONELAU CENTER AT 611. R9 THE UW.
UTILITY NOTES
• CONTRACTOR SHALL COORDINATE WITH THE PROPER UTIUTV COMPANIES&
GOVERNMENT AGENCIES PRIOR TO COMMENCEMENT OF WORK.
• DIMENSIONS TO. OR COORDINATES OF MANHOLES, VALVES. PPELINES.ETC -ARETO
CENTERLINE UNLESS OTHERWISE NOTED.
THE OWNER SHALL OBTAIN & PAY FOR. PRIOR TO THE BEGINNING OF ANY WORK. ALL
PERMITS 6 LICENSES NECESSARY TO ACCOMPLISH WORK PERMITS CAN INCLUDE. BUT
ARE NOT UMRED TO YORK COUNTY ENCROACHMENT PERMIT, GRADING PERMIT. &OR
TILT' COMPANY'S PERMIT FOR THE WORK TO BE PERFORMED ON THEIR RESPECTIVE
FACIUTES.
ANY CONTRACTOR PERFORMING WORN ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
WITH THE THE AB SITE 6 LOCATION OF ALL ENLISTING FACILITIES & UNDERGROUND
UTILITIES SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE
UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO ­HATING FACILITIES OR
UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS, & IF
DAMAGED. THEY SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE
OWNER AT NO COST TO THE OWNER.
• THE CONTRACTOR SHALL RESET ALL MANHOLE COVERS. CATCH B,UMNGRATES6 MY
OTHER UTILITY ACCESS COVERS TO FINISHED PAVEMENT SURFACE OR SIDEWALK GRADE.
• THE fANT TORSNALLPROTEGTUNDERGR OUNDUTILITIES&THEIRMRJRTENANCES
TO REMAIN ON SITE FROM DAMAGE DURING CONSTRUCTION OPERATIONS.
SEWER CLEPNOUTS TO M PROVIDED AT ALL BENDS ON B' 0OR LESS L WE5. CLEAN OUTS
• SHALL BE PROVIDED EVERY B ON 4H IN=S& BSI) LINES. SEWER LATERALS TO BE
PLACED AT A MIN SLOPE OF 114" PER FOOT ON 99 LINES & TRY PER FORT ON 6'0 LINES.
• WHEN WATE0. MAIN IS ABOVE SEWER, BUT WITH LESS THAN 18- CLEARANCE, OR WHEN
THE SEWER IS ABOVE THE WATER MAN. SO WATER MAIN & SEWER LINE SHALL BE
CONSTRUCTED OF FERROUS MATERIALS WITH HINTS ECUIVALENT TO WATER MAIN
STANDARDS FORA MINIMUM LITERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE
SEWER. OF 10 ON EACH SIDE OF THE CROSSING WITH FULL SECTIONS CENTERED AT THE
POINT OF CROSSING.
UPON COMPLETION OF CONSTRUCTION 6 BEFORE ACTIVATION OF SEWER LINES & WATER
MAINS. THE CONTRACTOR SHALL PROVIDE ASHIUILT SURVEY INFORMATION (PERFORMED
BY LICENSED NC SURVEYOR) TO THE ENGINEER.
• THERE SHALL BE NO TAPS, PIANO BRANCHES. UNAPPROVED BYPASS PIPING. HYDRANTS.
FIRE DEPT. CONNECTION POINTS, OR OTHER WATER-USING APPURTENANCES CONNECTED
TO THE SUPPLY LINE BETWEEN ANY WATER METER S ITS TOWN OF
HARRISBURG- SOURED ACKFLOW PREVENTER.
• CONTACTOR SHALL COORDINATE WITH THE UTILITY ... PMY TO RELOCATE ANY
EXISTING UTILITY POLES, ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PRO.ECT MUST BE RELOCATED. & SHALL BE
INCLUDEO IN THE CONTRACTORS BID.
ALL BTRUCTION SHALL MEET TOWN OF NARRISBURG. NCDENR AND NCDOT
STMOAOS
• CONTRACTOR RESPONSBLE FORTERAINATINO EXISTING AND UNUSED WATER AND
SEWER SERVICES. TERMINATION TO BE TO NCDENR AND TOWN OF HARRISBIIRO
STANDMDS
• ALL ONSITE PRIVATE WATER AND SEWER LINES TO BE MAINTAINED BY OMER
-STAND D NCOENI -OWN OF HARRISBURG UTILITY .EPARATIONE MUST BE
• PROVOED FOR WATER AND SEWER MAINS.
GENERAL EROSION CONTROL NOTES
I. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT
FROM THE ZONING ADMINISTRATOR.
2 ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS
VIOLATION OF THE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A
FINE
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
SEEDING IS NECESSARY TOACHIEVE EROSION CONTROL ON LARGE
DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS
PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN
TEMPORARY SEEDING SFVLLL BE PERFORMED WITHIN 5 WORKING DAYS.
ALL AREAS ARE TO BE SEEDED AND MULCHED WITHIN 21 CALENDAR
DAYS OF LAST ACTIVITY. REFER TO EROSION CONTROL ORDINANCE FOR
ADDITIONAL REQUIREMENTS.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF YORK COUNTY.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 21. SLOPES GREATER
THAN 1O REQUIRE ADEQUATE TERRACING. FILL SLOPES GREATER THAN
1O REQUIRE ADEQUATE TERRACING. SOILS ENGINEER TO VERIFY
STABILITY OF SLOPES GREATER THAN 2'1,
EROSION CONTROL MAINTENANCE NOTES
1. ALL EROSION SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED
AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN N HOURS OF
ANY STORM EVENT OF GREATER THAN 1R- RAIN IN A 24 HOUR PERIOD.
A PAIN GAUGE SHALL BE MAINTAINED ON THE SITE AND A RECORD OF
THE RAINFALL AMOUNTS AND DATES SHALL BE KEPT.
2 INSPECTIONS BY THE CONTRACTOR SHALL BE KEPT AND
AR LETO
RECORD Of
MA AVAILABLE TO THE
INSPECTOR UPON REQUEST. VISIBLE
DE AVAILABL
SEDIMENTATION FOUND OUTSIDE THE DENUDED AREA LIMITS SHALL BE
THE MEASURES T BRIEF EXPLANATION KEPT WITH THE RECORDS AS TO
THE MEASURES TAKEN TO CONTROL FUTURE RELEASES. ANY
MEASURES TAKEN TO CLEAN UP THE SEDIMENT THAT HAS LEFT THE
DENUDED AREA LIMITS SHALL ALSO BE RECORDED.
SEEDBED PREPARATION
1. AREAS TO BE SEEDED SHALL BE RIPPED OR TILLED AND SPREAD WITH
AVAILABLE TOPSOIL 4" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL
BE S.
Z. ROCKS, ROOTS d OTHER OBSTRUCTIONS 6 CONSTRUCTION DEBRIS
SHALL BE REMOVED FROM THE SURFACE OF THE SEEDBED. SURFACE OF
COMPLETED PREPARED SEEDBED SHALL BE LOOSE SMOOTH & UNIFORM.
CONTRACTOR SHALL TILL, DISC AND/OR HARROW IF NECESSARY TO
ACHIEVE THIS.
3. IF NO SOIL TEST IS TAKEN. FERTILIZER AND LIME SHALL BE APPLIED
ACCORDING TO THE SEEDING SPECIFICATIONS.
4. IF SOIL TEST IS TAKEN. APPLY FERTILIZER AND LIME IN ACCORDANCE
W /SOIL TEST RECOMMENDATIONS.
5. CAME AND FERTILIZER SHALL BE APPIAD UNIFORMLY AND MIXED WITH
THE SOIL DURING SEEDBED PREPARATION.
S. IMMEDIATELY AFTER SEEDING. MULCH ALL SEEDED AREAS WITH A THIN
DENSE LAYER OF CLEAN WHEAT STRAW.
TEMPORARY SEEDING SCHEDULE
UA2MLQ&a&=
APPLY AGRICULTURAL UME AT A RATE a 130 LMIODD SF. UNLESS SOIL TEST
INDR:ATESOTIERNISE
APPLY 10.1610 COMW.ERCIAL FERTILIZER AT THE RATE OF 20 19 510 0 0 SF. RUNLESS
SOIL TEST RL4CATE5 OTIERMSE
SEED IN ACCORDANCE WITH THIS FOLLOWING SCHEDULE 8 APPLICATION RATES.
TYPE
AN LAL RYE GRAIN
AM TURF TYPE TALL FESCUE
GERMAN MILLET AND
TURF TYPE TALL FESCUE
TURF TYPE TALL FESCLF
MULCH "TH STRAW APRIEO AT TIE RATE W SOS10D 1 8 5 1 0 1113 S.F.
HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.
If GERMANMILERT USEDFORTEMPORARYCOVERDL.WNOSLN CMDNTIN6.
ON RMCTM MIIATKEEP RAE ISLET MOVIETANO CSCUE AFTERMUST
OF SUMMER WITH THE BUT HOT SPECIFIED RITE SE TURF TYPE TALL FESCUE AFTER TIE HEAT
OF SUMMER IS PAST BUT NOT BEFORE SEPT. 15 NOR LITER THIN NOV. 1.
MAINTENANCE:
RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE
EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS
MUCH AS POSSIBLE.
3TABILFATION NOTE:
1. ALL PERIMETER DIKES. SWAES. DITCHES. PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3HIORIZCNTAL TO 1 VERTK L(3:1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABIUZATKW WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT NTHIN 7 CALENDVt DAYS FROM THE UST
LAND-DISTURBING ACTNITY.
2. ALLOTIERDISTURBED AREAS SWILL BE PROVIDED TEMNRARY ORPERMANENT
STABILIZATION WITH GROUND COVER" SOCINAS PRACTICABLE SUIT IN ANY
EVENT WUIN 14 CALENDAR DAYS FROM THE LAST LANDDISTIJNBINO ACTMTY.
3. SEDIMENT BASINS MUST SE STABILIZED IMEDATELY AFTER INSTALLATION-
PERMANENT SEEDING SCHEDULE
3'.1 SLOPES OR FLATTER
APPLY AGRICULTVAL CAME AT A RATE M 130 LSSIl=SF. UNLESS SOIL TEST
INDICATES OTHERWISE.
APPLY 10.1610 COMMERCAL FERTILIZER AT THE RATE OF 20 LB51000 SF. UNLESS
SOIL TEST INDICATES OTHERWSE.
SEED AT RATE OF S I95I00D S.F.
DATE TYPE
NOV.1 TO AMLNL RYE GRAN
MAY NANO TURF TYPE TALL FESCUE
MAY 1 TO TURF TYPE TALL FESCUE
AUG. 15
AUG. 15 TURF TYPE TALL FESCUE
NOV.1
MULCH WITH IRICHOPPED. UNWEATHERED SMALL GRAN STRAW FREE OF SEEDS
APPUEDAT
THE RATE OF 1- 3 TONSACRE -• HEAVILY NULCHIED dAONO JANUARY
MARCH PERIOD.
THE CONTRACTOR SHALL MUNTMN THE PERMANENT VEGETATNE COVER BY MOVING.
IRRIGATION. REPAIR OR PUNTING FAILURES OR OTHER METHIOUS FOR THE DURATION
OF THE PROJECT & UNTIL THE PROJECT IS ACCEPTED BY THE OWNER.
MAIM WKS'
INSPECT SEEDING AFTER HEAVY RICANS AND REPAIR SEED AND MULCH BARE AREAS
UNTIL VEGETAMECOVERISESTABIJSHED .IN6PECTSEEMDAREASPEMMDI LY
LNTiL VEGETATION HAS PERMANENTLY STABILIZED. REPAIR DAMAGEDOF FAILURE
AREAS ACCORDINGLY.
NCDENR GROUND COVER REQUIREMENTS
LANDSCAPE NOTES
1, ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET
FORTH IN THE AMERICAN STANDARDS FOR NURSERY STOCK BY THE
AMERICAN ASSOCIATION DF NURSERYMEN, INC.. WASHINGTON, D.C.
2 ALL PLANTS SHALL BE COMPACT, UNIFORM, d WELL GROWN. PLANTS
SHALL NOT BE LOOSE, OPEN PLANTS. THE CLIENTS LANDSCAPE
ARCHITECT RESERVES THE RIGHT. IN OUR SOLE OPINION. TO REJECT
ANY A, ALL MATERIALS WHICH DO NOT MEET THESE REQUIREMENTS.
3. ALL PLANTING BEDS SHALL BE MULCHED MINIMUM OF 4' WITH PINE
NEEDLE MULCH.
4. ALL PLANTS SHALL BE FREE FROM DISEASE. INSECT INFESTATIONS, L
INJURIES.
5, ALL PLANT BEDS SHALL HAVE A 4- V-CUT TRENCH INSTALLED AT THE
PERIMETER OF THE BED.
S. CONTRACTOR MUST PROVIDE A ONE YEAR WRITTEN GUARANTEE FOR
ALL PLANT MATERIALS FROM THE DATE OF FINAL ACCEPTANCE BY THE
LANDSCAPE ARCHITECT.
7. THE SPECIES, VARIETIES. S SIZE LISTED SHALL BE PROVIDED AS
SPECIFIED. SUBSTITUTIONS WILL BE PERMITTED ONLY UPON WRITTEN
APPLICATION BY THE CONTRACTOR TO THE LANDSCAPE ARCHITECT, 8
WHEN APPROVAL BY SAID LANDSCAPE ARCHITECT IS IN WRITING.
8. SYMBOLS: SAS • BALLED 8 BURLAPPED; O.C. ON CENTER: GAL
GALLON CONTAINER, M.S. • MULTI-STEM; HT. HEIGHT. CAL - CALIPER
9. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL
EXIST
ILLUSTRATED ON THE PLANTING PLAN. IF ANY DISCREPANCIES
LISTED ON THE P ISTBTHE
ENLIST QUANTITIES SHOWN ON THE PLAN, , T E OR SHALL QUANTITIES SHOWM ON THE PLAN, THE CONTRACTOR SAWS PROVIDE
ALL LABELED, T ILLUSTRATED ON THE PLAN. IF ANY PLANTS ARE SHOWN
NOT LABELED, THE CONTRACTOR SHALL VERIFY THE PLANT IDENTITY
VITA THE LANDSCAPE ARCHITECT 6 THESE PLANTINGS SHALL BE
INCLUDED IN THE CONTRACTORS INITIAL &D.
10. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD & CULTIVATED
THOROUGHLY BY A MECHANICAL TILLER INTO THE TOP 12' OF SOIL
THROUGHOUT SHRUB BEDS.
11. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT L THE OWNER IN WRITING OF ALL SOIL CONDITIONS THE
CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANT
MATERIALS. PROPER DRAINAGE MUST BE ASSURED.
12 FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE
L CONSTRUCTION DEBRIS BEFORE PREPARING SOIL L PLANTING TREES.
13. REMOVE COMPACTED SOIL & ADD 24• NEW TOPSOIUPLANTNG MIX OR
UNCOMPACT L AMEND TOP 2P OF EXISTING SOIL TO MEET
TOPSOIUPLANTING MIX STANDARDS FOR TREES.
14. ALL STRAPPING S TOP M OF WARE BASKET MUST BE REMOVED FROM
ROOT BALL PRIOR TO BACK FILLING PLANTING PIT. REMOVE TOP IG OF
BURLAP FROM ROOT BALL
15. ALL SIGNAGE 8 SITE LIGHTING TO BE COORDINATED AROUND THE TREES
LOCATED ON THE PLANTING PLAN. ALL TREES SHOWN ON THE PLANTING
PLAN MUST GO IN AS SPECIFIED. ANY CHANCES TO THE PLANTING PLAN
COULD RESULT IN A DELAY IN RECEIVING S OCCUPANCY PERMIT.
15. CONSULT PLANT LIST FOR PLANT SIZES S SPECIFICATIONS.
17. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
INSTALLATION. NOTIFY ARCHITECT IF FIELD CONDITIONS WARRANT
ADJUSTMENT OF PLANT LOCATIONS,
18. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANS.
OUANTITIES ARE FOR CONVENIENCES ONLY.
19. MULCH TO BE PINE NEEDLES OR SEASONED MULCH.
2D. GENERAL CONTRACTOR TO SEED ALL DISTURBED AREAS BEYOND
PARKING LOT PERIMETER. LANDSCAPE CONTRACTOR SHALL SEED ALL
AREAS WITHIN PARKING AS NOTED.
21. CONTRACTOR MAY CONTACT THE COUNTY INSPECTOR FOR A
PRELIMINARY MEETING TO NEGOTIATE CREAM FOR EXISTING TREES IN
THE BUFFER AREA
22. COORDINATE LIGHTING PLAN WITH LANDSCAPE PLAN.
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&My Uu.t. r:yhl, i,l «M « b- Ihet may .eel. «al., « M Oe»rl.e eooilt m. Till.
mON IN p «Hunt 19 the PNIfIpb4 APbu Col -i'b. Act of 193& n omN1n& 7
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CABARRUS COUNTY
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PRELIMINARY PLAT Th° °N° "°� "°` `" pl "'° m
NOT FOR RECOR©ATION,
SALES, OR CONVEV,4NCE.
1\ \
FORESIIE THIS DRAWING IS THE
ENGINE `Ey�RII�NG PROPERTY OF AND ELAND
SURVE I LNG SURVEYING AND IS NOT TO u°
BE REPRODUCED OR COPIED C -2]90 n
3950 FONv1•. Road IN WHOLE M PMT. IT IS m w
M. 11Jp NOT TO BE USED ON ANY
Qlvbtn. NC
262ID OTHER PROJECT AND IS TO
(]04) 553 -61)1 BE RETURNED UPON
(704) SS] -6860 Ia+ REQUEST.
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SPEOAL ERCEPTONS:
3.Tme. ter Ind ye« 2015 end a quenl ye«., v Ilm net yet due one pbyWIo.
I.Th. oecuroey el any compuletlan of Icr «N and /b, feuve loole9. e0pe «bq N In.
see «IpOan el Ina «epeny fi $MedrN A le net fi.wee.
&My Uu.t. r:yhl, i,l «M « b- Ihet may .eel. «al., « M Oe»rl.e eooilt m. Till.
mON IN p «Hunt 19 the PNIfIpb4 APbu Col -i'b. Act of 193& n omN1n& 7
U SC f499a .1 w. v my .Fn•« elo1. or I «Na w..
M10- NL GEN.. p Any trust. rlpll wtNnl « tl IM may eai.l. to., « n .-I. .0b. d. Rlb
PARIN� _ under « pltfuent to tn• Pea1N• on° SI«Nyerd Act of 1921. N b-d•d, 7 U C #,St.
OB 2M PO 144 .I eeo. v any •Iml« elan v f-d ...
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I»no � Iy m « <x1o1• .w..y « ,n.p «lm pl 1n. «•m 9•i n
AR in. Id o.lnp' -ptbm apply to T-It I end 2:
p R qnt et _y 10 No- Cvdne Go. C«p, ree«d•° 'n Blok 290. Pop. 63, » mere m pbl
r « «nd , Het So. 60, Paq. 26. Ce Leanly R,-,
10..Npr «a E1011 ro« 1e 1 APa«nanl br end p.Irem HipnreY 49 Inro.tmml Gwp,
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14&X r dbd n Ml Soo, W. Pop• 2& Cobmu• C.1y Rep ,,
rW1'O A 11 R'gntf el otn«f n end 10 nan- .aaufiy. Ebo.mml Aonm rpt «On N Son .1. 1.0
59q mee IN In Bee. 516. Pep. 312 end Beck nd. Pegv 346. .. mom on Itwt plot
en M Rot Bow M Poo. 26 Cob- Co-ty R•9blry.
12. [. a to Clnc«d iaepnme Gompmy 1 ««dn in Boor 3 O. POpt 4m. CoDOrru.
tt](1e'NOa1 cw yRe9l.lry.
Our 6i3 )iu'HmF) IJ E..emenl(.) to Da,v P..N Campony r« o w Sook J90. 1.9. 1661 Book 139. Pope 261
and Bo« 160 P 1 Cool- Coxnl A f
a ; r .W ter
- -_� a III, m mdt p «Ibn of my Lord lylnq Muhl,, ue sounds of 1ne mnr r pnl of toy of
T - S them Re11Wd Intl h• N «Ih Cer01'xw Rolreed Cempm
IS Sew Lt., APb«n.nt by me ,,teem J.A. T«n« old .1., LJn«Ieua Turn« and
\ qtB R ~ PNf«mmc• Cm.A1.n1A nc nc«dM In Book 16& Poge 23& Coborv. Ceuntl' RN.t1y.
(Tract 2 .1y)
16 San tery U.m Eoetment Ap,« 1 b on° NI.- J.A. Turrw I.d .ifc Uto,bu. Turn«
( and tM 1.- W H«. <urq . ««aM 'n YBon 1022. Poo. e, COpvrue County flyl.trA (Tract
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12 ®NEW RETNNNG WALL. DESIONED BY OTHERS. I 'S:$
`vJ nb H y, f © NEW rd CONCRETE CURB S GUTTER. SEE DETNL ON SHEET CS.O.
IrN PROPOSED BUILDING ®TRAN5mON2d' cuRs S GUTTER TO TSDURBS GUTTER
'Q d 205, 000 S F ® TIE INTO EXISTING 78 CURB S GUTTER.
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O NEn 1'b' CONCRETE CLIIi89 GUTTER SEE DETNL ON SHEET C9.0.
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O3 NEW ACCESSIBLE RAMP IN ACCoFUO EWITHN.C.AI ESSIBUTYCODE.AM9TOWNOF
HWRRISII 3 REOUREMEMS 6 SPEDIFI MW- SEE DETA" SHEET
O/ NEW ACCESSIBLE PARNNG SIGNAIM. SEE DETAILS, SHEET 29.0.
OB NEW HEAVY D1TTY CONCRETE PAVEMENT IN LOADING DOCK. SEE SECTION SHOWN ON
SHEET C0.0.
O NEW NO—L DULY ASRWLT PAVEMENT. SEE SECTION ON SHEET 00.0.
O NEW HEAVY DITTY ASRNLT PAVEMENT. SEE SECTION SHOWN ON SHEET Oa
ONEW PAINT STRIPE. P WIDE. WHITE IN OMM.
O NEW SOLID WHITE PAINTED DIRECTK AMtOWS. SEE DETAIL ON SHEET IT
NEW TOWN OF HMRRISBLA3G COMMERCML PAVEMENT. SEE SECTION ON SHEET M
}© NEW N WIDE GRAVEL FIRE TRUCK ACCESS. SEE SECTION ON SHEET G.O.
}® NEW CHECKER TUNNEL. SEE ARCHITECTURAL PUNS FOR DETAILS
1© NEW CONCRETE PAD FOR CHILLER.
}O NEW CONCRETE PAD FOR COOUNG TOWER.
1® NEW CONCRETE PAD FOR TRANSFORMER.
1® NEW CONCRETE PM FOR GENERATOR,
T© NEW COVERED OUTDOOR STORAGE AREA SEE ARCHITECTURAL BANS FOR DETAILS.
NEW BOLLARDS. SEE OETNL ON SHEET M0.
T® NEW 10 CONCRETE DOLLY STRIP.
® NEW RUNNING WALL DESIGN BY OTHERS.
© NEW Z8 CONCRETE CURB 9 GUTTER. SEE DETAIL ON SHEET 5�4.
® TRANSITION —R . GUTTER TO 1'd CURB 9 GUTTER.
© TIE INTO EAISDNG ZNT CURB & GUTTER.
® NEW IN HIGH CHWN UHI FENCE WITH S STRANDS OF BARBED MARE.
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'� - "'� RRR 1 .\ \ \ \ -- _. - PREVENTION ASSEMBLIES 6 LL BE W ACCORDANCE WITH APPENDIX •B'. NC RULES (TITLE
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DRAWING INFORMATION o
LEGEND � ` Try z ¢
EXIST. CONTOUR '�' -'' +l �' ,('1 - w J TRUE � \ PLAN 2 O Q W W Tq m j
EXIST. SPOT ELEV. - 11yl I1l`t tiy� \� `I _ •N _ 1 NORTH NOR�N CAROL/NA NORTH c� o U F Z 0) ¢
PROP. CONTOUR x'397✓ . Q / 11111 y 111111 ' 1 1 � _ i ; � � Z o a O Q a
PROP. SPOT ELEV. (AT CURB: TOC/BOC) 1 T ! I \' \\ t 11 -
( f ( a. North Caroilna Orwcae GMar R f_ 2� 7
PROP. SPOT ELEV, (NO CURB) 137.05 / / ; l J 1+ \ • �I \\ ` ( \ \ p$ I I - a Z fn W -
TT 7l 1 ` \ I I , l \ 1 Call 811 Before You Dig o w w o ¢ y o 1°
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PROPOSED BUILDING - f - /-/ l\ 111 ''•14,' 0�5
205,000 SF
STRUCTURE TABLE I I I I I! J1 r/ I I 1 !'/ r ; I I a J FFE = 650.00
_ x r.
STRUCTURE NAME: RNYGRATE DETA6.5: PIPES IN: PIPES OUT DRAINAGE C -VALUE O (' I l 1 I I l (! 1 1 \ W3 \,.. 1 F 1 \ /• \ I • 1 I I • I -�' \ \ \ \ _ .- / ' • -(:.
ELEV. AREA (TOTAL( 1 �\
INV IN: 804.19 FROM CB Ee 30'RCOINVIN: 1 yl y 111 y I 11 1 1 ` \ 1 1 -.� I I I I I I / `\ ` W Q
CB E2 640.80 INV IN: B]S.Ie FROM C@B F] 1917 RCP INYIN: S9) 9@030{�PINV Otrt. i %nC. 090 1931 CF5 T'� / \ \ FLTL
INVOUT -63.19 605.19 @2.00% IItIIRI II ry11\ - \ I I / /�`\ ._� i •� %I� v.` \\ \ \�
CBE3 F.aa.TO INVIN. MN FROM CB Ed. 19 RCP I- IN TOC6E2.1C RCP NVOUT'. 0] C
INVOu'r".m 93986 @2.00. 639.m @2.99. 1111111 \11 \ \ _ \\ :. \ \ tl 1 Y I \ 11 I 1 1 \ ` .,,• - J Q
FROM CB Es 1T RCAINV IN. X11}
CBEs 64]59 INV IN: N216 MIS @1.50% TO CB E]. 18'RCP INV OUT: D.t9 nC. 050 t24 CFS , \ \1 \ \\\ `9 � 1\ ..i \ \ \ + y 1 \ yl l I I 1 fl J 1 \` NO_- __•= __ _ .° - .,., .��,I � / /rk: � i � w ° ���(
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CS EB 646.08 INV OUT WA TO CS E4, IT RCP INV OUT: 0.2]AC. D.90 1.51 CF5 I \ �, ` \ \ \ \\ \ I \-' i - ( ��w J 1 `J
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CBEI 6x9.66 INV OUT:9W 0.1 644.63 @S.NIi 0.11 AC. aw IAICFS °R \
M.wc E2.37 RCP NV OIfr I I tyy /I
CO ES 64090 INV OUT: 83589 ]53 AC. 090 20.100'6 � 1 1 _ \ _ •.\ \ \ \ \ BE \ _
835.68 @9591 RD FE '.
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CB W! 648.d1 0.0 AC. O.BO Std CFS \ 1'` I 1 \ I 1 \\
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c6 ws s4e.41 INV our.6asz 69.62 @o.m% sm.s @ 059% o.31 Ac. 090 203 US \ \ \ \ \III \\ = Q
cam 646.41 INV IN -88132 FROM CS N82P RCP INV N. TO CBVW.2P RCS INV OUT: 0.31 AC. 090 2.60'5 (�
INV OUT: 810.12 8'10.22 @0501 66013 @05011 \1 \Il ly 11 \ \\ \ \ \ \ \\ \\ LL. W
CBm 846.53 INV IN -. N1.4 FROMCB m, 1S'RCPINVIN. TOCBM.2PRCPINVOUT: O.ISAC. 090 1A5 CF8 ` � ._ - \ 1 \ \\
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INV IN: N1.m 611.7360.50M, F 7 RCP INY N. \\ \ :\ ` \ f .� I I
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INV IN: N1.n FROMCBVVI1,I9RCPIN7 rote", 19 RCP INVOUT: � \
Cam N717 INVIN. N1.n IN'. Nt.n @0-50% N1.6 @050% 0.16AC. 090 1.180'5
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INV CUT: Nt.6 FROMCBw12.1S•RCPINV I �II y
IN:Nt.n @0.50% /i 1 ` \ \ I II 1J /// IJfJ! / / \\ I I� t, I� `
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INV OUr.eu.n IN:66]10@5.00% Nan @o50% . -• , ....... 1 11
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CB W10 eso.m INV OUT 84414 ea.z4 ®590% 0,20 AC, 0.90 1.31 CFS \ \ \ \ \; \ \\
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C8 W11 64153 INY OUT. N2.01 N2AI @0.30% 0.19 AC. OJO 1]A CFS •� \\��� - -.�_ -
CS-2 6 45 INVOUT. WAS roCB m.t9RCPINV OUT: OIO
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50 FES 3.,9 RCP INV OIIC
cawu 66a]s INV WT, am 46.4 @z9o% onAC. 090 2M cvs
roFES2. 49RCPONOUT:
61.3
FES, 1 NV OUT: 825.15
825.6 @2.51%
FES 2 83019 INV IN:4291 FROM FE8B 4T V NV R I IN
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FES 3 6011 NV IN:41.00 IN: 827.00 @200%
FES 4 67.49 INV IN:63211 @ 1099% � _ - I � -�.� -- 63•.- \ . -� _ __ C �- '-- M- � 1M 3 J" -_ � -`3�,� 1�- I r�-- ..�.�.. -._.
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930.00 @0.50% b`*aedr I I I ilpP
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INV OU7639.76 IF RCP
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554 -015
C4.5
Sheet 13 of 22
TOP 69000
INV.OUT: 833.00117 DMP)
(TY 12 ABOVE GROUND)
640- —
OS El -FOREBAY RISER
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PTDjed Number
554 -015
C4.5
Sheet 13 of 22

VVLU
INITS OF
17 IM
z 55100-
in
Ew
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EROSION CONTROL PLANS
REFER TO THE APPROVED MASS GRADING PLANS INCDENR
PROJECT ID CARAR-2015-124 FOR EROSION CONTROL PLANS.
EROSION CONTROL MEASURES SHOWN FOR REFERENCE ONLY.
v t4
r REFER TO MASS GRADIN
SEDIMENT BASIN DETAILS. CONTRACTOR TO
TO THE PERMANENT SAND FILTER SMP N.h C—Ii. 112(19
NSURE SEDIMENT BASIN IS NOT CONVERTED
PRIOR TO THE STABIUZAT10N OF THE fn 1. 704 W 60M M704165 D733
CONTRIBUTING DRAINAGE AREA.
71-1 CO
Cc
LU
SEDIMENT BASIN
MFER TO MASS GRADING PLANS FOR
;EDIMENT BASIN DETAILS. CONTRACTOR TO
ENSURE SEDIMENT BASIN IS NOT CONVERTED
TO THE PERMANENT SAND FILTER BMP
PRIOR TO THE STABIUZATION OF THE
CONTRIBUTING DRAINAGE AREA. v
REFER TO MASS GRAD LANSFOR
SEDIMENT IHNAGSIN DETAILS
VI
SVJMMER SEDIMENT BASIN DESIGN DATA
WEST
EAST III
EAST#2
DENUDED AREA
AC.
7.32
9.40
1.33
DRAINAGE AREA
AC.
710
9,71
z10
010 CIA
CFS
34.5
4Z4
9.2
OW CIA
CFS
40A
49,9
10.5
STORAGE REQUIRED
CF
14,220
17.478
3,780
STORAGE PROVIDED
CF
76.998
13.784
112,441 1
CTB
LJB
BOTTOM DIMENSIONS
I
22,353_
BI70D
13.8C
TOP SrGE. Dims.
SF
29.100
14,195
24,0W
BOTTOM ELEVATION
FT.
624.w
620.00
633,00
TOP OF DAM ELEVATION
62MM
95.W
640.M
FIER CREST ELEV.
Fr.
WA
WA
NIA
MAX SEO. DEPTH
Fr.
ZO
2-0
zo
SKIMMER SIZE
IN.
4.0
4.0
2.5
SKIMMER ORIFICE I
IN.
3.25
3.5
zo
BARREL DIAMETER
IN.
I
I
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RISER DIAMETE
IN,
NIA
NIA
NIA
RISER HEI 311T
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NIA
ANCHOR BLOCK DIM.
NIA
WA
NA
DRAWING INFORMATION
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SC ALI'
.4 554-015
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EWM

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I EROSION CONTROL MEASURES SHOWN FOR REFERENCE ONLY.
SEDINEKBASIN
REFER TO MASS GRADING PLANS FOR
SEDIMENT BASIN D 1 t
ETAILS. CONTRACTOR TO
ENSURE SEDIMENT &151N IS NOT CONVERTED
TO THE PER SAND FILTER BMP
PRIOR T STABILIZATION OF THE .I 1 I \ I\ \ \\. \ \\ \\ \ \ \1 \\ \ '�
CONTRIBUTING UTING DRAINAGE AREA . � Y '•
P � "�3• � 1 ' 1 1111 111 I \ \ 1 1 I\ ,_ I ° \\ �\
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SKIMMER SEDIMENT BASIN DESIGN DATA
V H
WEST
EAST#2
DENUDED AREA
AC.
6.71
a
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9.03
DRAINAGE AREA
AC.
9.24
C
W
1010
010 =CIA
CFS
40.4
44.6
050 CIA
CFS
47.5
52.4
STORAGE REQUIRED
CF
181632
18.360
STORAGE PROVIDED
CF
76.998
191 f
LJ B
112,441
Dra,Yn By
5/20/15
Date
BOTTOM DIMENSIONS
SF
72,353
13,840
TOP ST'GE. DIMS.
SF
29,100
24,000
BOTTOM ELEVATION
FT.
624.00
633.01)
TOP OF DAM ELEVATION
FT.
SMOD
640.00
RISER CREST ELEV,
FT.
WA
WA
MAX. SEO. DEPTH
FT.
2.o
2.0
SKIMMER SIZE
IN.
4.0
2.4
SKIMMER ORIFICE OBL
IN.
3.25
20
BARREL DIAMETER
IN.
WA
WA
RISER DIAMETER
IN.
WA
I
WA
RISER HEIGHT
FT.
WA
WA
ANCHOR BLOCK DIM.
FT.
WA
WA
EMRGY. SPILLWAY ELEV.
FT.
6Z7.W
639.00
SPILLWAY WIDTH
FT.
15'
15
SPILLWAY LENGTH
Fr.
B
S
Revsons
DRAWING INFORMATION
TRUE PLAN
NORTH NORT11UROL /N4 NORTH
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LANDSCAPE LEGEND
LANDSCAPING CALCULATIONS
LANDSCAPE
SCHEDULE
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w z o w y
PARKINGLOT REOUREM W
MNMUM 1Mt NETAREA&F DSCAPR G ATPAPoUNG LOTS
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SYM.
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BOTANICAL NAME
COMMON NAME
LOCATION
TYPE
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INSET f
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151MDE Oft t ORNAME WAL TREES PER 10 PARKING SPACES
8 SIf UM PER IO PARKING SPACES
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8
OUERCUS SHUMARDII
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VEHICLE USE AREA
CANOPY
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-
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o LL W H Q R< Z
RM
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VEHICLE USE AREA
CANOPY
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24 SHADE CR Ab ORNAANENTAL TREES REOURED
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N
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ENTIRE LENGTH OF PARKINGARE4 FACING ROW MUST BE SCREENED
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14
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1 SINGE REE PER 50 REOURED
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85.0 GRAPHIC C.1LE 554 -015
9 +50 9 +00 8 +00 7 +00 6 +00 5 +00 4 +00 3 +00 2 +00 1 +00 0 C7.1
IN FIZT l Inch - 40 tL Sheet 18 of 22

PROVIDE P dNA. STO. STL PIPE
BDLLARD(S) (PAINTED) SET IN 40 L0
CONCRETE MIN 1r.1r. 36• DEEP FILL
PIPE SOLID W CONCRETE FLUSH W
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NOT TO SCALE
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Min. Concrete Strength = 2500 p.s.i.
NOT TO SCALE
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4
NOTES:
I. CONTR `IICR JONib SHALL BE SPACED AT HI-FOOT INTERVALS, POR VALLEY GUTTER. A IOFOOT WACIE, MAr
BE USED YYIEPNA MACHINE E IS USED. JONT SPACING MAY BE ALTERED ft THE CITY ENGINEER TO PREVENT
UNCONTROLLED CRACKING.
7. CONTPACION JOINTS My BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED
METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF T 1W SHALL BE
OSTAIHED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 9DFWT INTERVALS. AND ADJACENT TO ALL RKNO OBJECTS. JONTS
SHALL MATCH LOCATIONS WTH JOINTS IN ABUTTING SIDEVIAU(.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PAJ. IN 38 DAYS
S. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
S TOP r OF SUBGRACE BENEATH THE CLR186CUTTER SMALL BE COMPACTED TO 100% STANDARD PROCTOt
DENSRY.
l CURB AND GUTTER
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NOTES:
1. GRAWLAR ENBFDYEM YAIEWAL 51LA11 K
CRLIS CAE SIZE PEA so 57 CO,ASE
AorBTEGtE 9a NIIMYBDI a7. ENBFOdFNr
MOFtE T4. $' eE PLACED N LAYERS NDT
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