20130889 Ver 1_More Info Received_20130823

COLE Design Group, Inc.
\3- og81
TO: Brookwood Capital Partners
4904 Waters Edge Drive, Suite 160
Raleigh, NC 27606
We Are Sending You:
+ ST. LOUIS ST. CHARLES DALLAS
10777 Sunset Office Dr 1520 S. Fifth Street 6175 Main Street
Suite 10 Sulte307 Suite 367
St Louts, MO 63127 St Charles, MO 63303 Frisco, TX 75034
314.984 9887 M 636.978.7508 M 972.624 6000 &
314.984.0587'"
transmittal
6SIV x
DATE: 08/05 4 . JOB #: 12 -0088
ATTENTION: David Smith
RE: New Hope Development — Lot 4
COPIES DATE NO. DESCRIPTION
1 08/06/13 CD for DWQ submittal
These Are Transmitted As Checked Below:
❑ Approval ❑ For Review ® For Your Use ❑ Other
and Comment
VI a:
❑ Courier ❑ Mail ❑ Pick Up ® Other
Remarks:
Enclosed, please find the CD for the resubmittal to DWQ.
Copy To:
File
Eric Morff, P.E., LEED AP BD +C®
[MR9 IC p
AUG 2 3 2013
CIVIL ENGINEERING / SURVEYING / PLANNING / LANDSCAPE ARCHITECTURE

COLE Design Group, Inc.
TO: NC DENR- DWQ —WBSCP Unit
512 North Salisbury Street
Raleigh, NC 27604
We Are Sending You:
+ ST LOUIS ST. CHARLES DALLAS
10777 Sunset Office Dr 1520 S Fifth Street 6175 Main Street
Suite 10 Suite 307 Suite 367
St Louis, MO 63127 St Charies,MO63303 Frisco, TX 75034
314 984 9887 re! 636 978 7508 M 972 624 6000 M
314 984 0587 f.
transmittal
DATE: 08122113 JOB #: 12 -0088
ATTENTION: Karen Higgins
RE: New Hope Development — Lot 4
13'0$81
COPIES
DATE
NO.
DESCRIPTION
3
08106/13
Pre - Construction Notification (PCN) Forms
3
08/06113
Agent Authorization Forms
3
08/06113
Site Review Plans (Full- size)
1
1 08/06/13
CD with PDF copies of Site Review Plans
These Are Transmitted As Checked Below:
❑ Approval ® For Review ❑ For Your Use ❑ Other
and Comment
Via:
❑ Courier ❑ Mail ❑ Pick Up ® Other
Remarks:
Enclosed, please find our application for a Buffer Authorization for the New Hope Road Development. We are seeking only Buffer Rule
approval for stormwater discharge through the Neuse River Buffer.
Copy To:
Damon Zvoch- BC Construction Group
File
CIVIL ENGINEERING / SURVEYING / PLANNING / LANDSCAPE ARCHITECTURE
Eric Morff, P.E., LEED AP BD +C®
DO
AUG 2 3 2013

AGENT AUTHORIZATION FORM
PROPERTY
A tract of .l• beina Lot 4 of ■•o ••1.1 "l Phase 1 in •
Raleigh, ake Cou6ty, North Carolina
0 ••1 1 Illl
MIS 1' ••- h - •l 1 _ WI
Property Owner: PTC Raleigh LLC
The undersigned, registered property owner of the above noted property, do
hereby authorize, Jim Roth. P.E., of Cole Design Group
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance
and acceptance of this permit or certification and any and all standard and
special conditions attached.
Property Owner's Address (if different than property above):
P.O. Box 12728, Jackson, MS 39236
Telephone: [phone]
We hereby certify the above information submitted in this application is true and
accurate to the best of our knowledge.
404rized gnature (Owner)
Print Narrje
Date: 111910
Authorized Sjgnature (Agent)
Print Name
Date: 0; /Or-

O�ot WATF9a
o �
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la. Type(s) of approval sought from the Corps:
❑ Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number.
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑ No
For the record only for Corps Permit:
❑ Yes ❑ 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 ❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Infonnation
2a. Name of project:
New Hope Development - Lot 4
2b. County:
Wake County
2c. Nearest municipality / town:
Raleigh
2d. Subdivision name:
New Hope Development
2e. NCDOT only, T.I.P. or state project no:
3. Owner information
3a. Name(s) on Recorded Deed:
New Hope Development Partners, LLC
3b. Deed Book and Page No.
Book 13031, Page 1725
3c. Responsible Party (for LLC if
applicable):
Lindsay Sewell
3d. Street address:
4904 Waters Edge Drive, Suite 160
3e. City, state, zip:
Raleigh, NC 27606
3f. Telephone no.:
919 - 239 -4667
3g. Fax no.:
WA
3h. Email address:
j [e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
Jim Roth, PE (Civil Engineer)
4c. Business name
(if applicable):
COLE Design Group, Inc.
4d. Street address:
10777 Sunset Office Dr
4e. City, state, zip:
St. Louis, MO 63127
M. Telephone no.:
314- 9849887
4g. Fax no.:
314 - 9840587
4h. Email address:
I [e-mail]
5. AgenMonsultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1723990203
1 b. Site coordinates (in decimal degrees):
Latitude: 35.7811 Longitude:; - 78.565
1c. Property size:
4.76 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Crabtree Creek
2b. Water Quality Classification of nearest receiving water.
Class C, Nutrient Sensitive Water (NSW)
2c. River basin:
Neuse River Basin (Stream Index 27- 33 -(10))
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. The site generally drains from the eastern property line to the west and north. A portion of the site is in the Neuse
Buffer, which is now covered with woody vegetation. The rest of the site is predominately covered with grass. The land use in the vicinity is industrial,
however, the land to the north is currently vacant.
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 460
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct a 15,220 square foot truck sales and repair facility with associated utilities and parking. Stormwater controls
will be constructed outside of the riparian buffer on site and riparian impacts are due to a stormwater management bypass channel from the
stormwater controls.
3e. Describe the overall project in detail, includingg the typpee of equipment to be used:
The project consists of a 15,220 square That truck sales ar>a repair facility. Parking lots are proposed around the perimeter of the building.
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?
❑ Yes ❑ No ® Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency /Consultant Company:
Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ®No ❑ Unknown
5b. If yes, explain in detail according to "help file° instructions.
6. Future Project Plans
6a. Is this a phased project? —7-0
Yes ®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 ❑ 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
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
W2
W3
W4
WS
WQ
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 m
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(fit)
39•
Impact
length
(linear
feet)
S1
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form —Version 1.4 January 2009

W
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 individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
02
03
04
4f. Total open water impacts
49. Comments:
S. 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
I Filled
Excavated
P1
P2
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
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
81 P
Stomrvvater discharge
Crabtree Creek
No
366
161
B2
B3
B4
B5
66
6h. Total Buffer Impacts:
366
161
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.
We have designed the stormwater management to have one discharge point, through one 24' pipe to minimize impacts. The buffer will be protected
with a tree protectiorVsediment fence. The discharge point will be located directly at the top of bank in order to minimize erosion.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Impacts will be minimized by using smaller and lighter equipment near the Neuse River Buffer, rather than large, heavy equipment. During
construction, the Omits of the tree protection fencing wal be observed and maintained.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Type:
Type:
Quantity:
Qaantfty:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In4ieu 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:
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:
S. Complete if Using a Pehmittee 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 (Stage 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 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. Storrawater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Diffused flow can not be achieved on this project due to the eidsting slope of the Neuse River Huffer
❑ Yes ® NO
being greater than 5% and due to the amount of runoff from the site. Therefore, a direct discharge to the
stream is proposed.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local govemmenfs jurisdiction is this project?
❑ Phase II
❑ NSW
3b. Which of the following locally- implemented stormwater management programs
USMP
apply (check all that apply):
®Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
[]Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑Coastal counties
❑HQW
4a. Which of the following state - implemented stormwater management programs apply
ORW
(check all that apply):
HSession Law 2006-246
❑Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form —Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑ No
use of public (federallstate) 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
❑Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. 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 Weiland Rules (15A NCAC 2H .0500), Isolated
Weiland Rules (15A NCAC 2H .1300), DWQ Surface Water or Weiland Standards,
❑Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ® 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.
WA
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ❑ No
5b. Have you checked with the USFWS concerning Endangered Species Ad
impacts?
❑Yes ❑ No
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
S. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ❑ No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA designated 100•year floodplain?
❑ Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
6c. What source(s) did you use to make the floodplain determination?
Jim Roth
_ Rpii4 Ag' W.SAigrlature=
(Agent'ssignatyt� si orily:IIan0 -Wi6 taw"
lettertrom tlhe' 6eant Is'' , ,
08- 06-2013
App�rcanUAgent's Priribed Narrie
Date:
Page 10 of 10

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CONTACT: PATRICK PAINE
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= AT &T
PH. (919) 785 -7735
CONTACT: TIM WILKINS
FIRE DISTRICT
= CITY OF RALEIGH FIRE DEPARTMENT
310 WEST MARTIN STREET
RALEIGH, NC 27601
PH. (919) 996 -6392
CONTACT: KENDALL HOCUTT
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STANDARD PARKING PROVIDED 18 SPACES
ACCESSIBLE PARKING PROVIDED 2 SPACES
TRACTOR-TRAILER PARKING PROVIDED 10 SPACES
DISPLAY PARKING PROVIDED 9 SPACES
TOTAL PARKING PROVIDED 39 SPACES
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(PER M.B. 2008, PAGES 1421-1423, W.C.R.)
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NOTE:
ff 14
1. SEE COVER SHEET FOR LEGEND.
2. SEE SPECIFICATION SHEET FOR DEMOLITION NOTES.
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NEW HOPE DEVELOPMENT PHASE I
A&- 4201 GLOBAL STREET
PIN: 1724806010
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LOT 202
EAST PARK 64 BYBASS NORTH
4210 GLOBAL STREET
PIN: 1723993170
ZONING: 1-1
S85°05'1 9"E
27.41'
LOT 203
EAST PARK 64 BYBASS NORTH
4211 GLOBAL STREET
PIN: 1723996832
ZONING: 1-1
Issue Date: 8/05/13
Job Number: 12-0088
Drawn By: BSJ
Checked By: IEVVIVI
Drawing Title:
EXISTING
CONDITIONS PLAN

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FEWRMC/ PER MY
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ADA RAMP PER CITY
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HOPE DEVELOPMENT PHASE 1
4205 GLOBAL STREET
PIN: 1723991957
ZONING: 1-1
All""Wil 2
lqmollnuillm
- ENTRANCII PER CITY
T -IWA
LOT 203
EAST PARK 64 BYBASS NORTH
4211 GLOBAL STREET
PIN: 1723996832
ZONING: 1-1
LOT 3
HOPE DEVELOPMENT PHASE
4201 GLOBAL STREET
PIN: 1724806010
ZONING: 1-1

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4201 GLOBAL STREET
PIN: 1724806010
ZONING: I -1
LOT 203
EAST PARK 64 BYBASS NORTH
4211 GLOBAL STREET
PIN: 1723996832
ZONING: 4 -1
40' 01 40' 80'
SCALE: 1 = 40'
NOTE:
1. SEE COVER SHEET FOR LEGEND.
2. SEE SPECIFICATION SHEET FOR GRADING AND
DRAINAGE NOTES.
3. SEE C5.1 FOR STORM SEWER PROFILES.
4. SEE C5.2 AND C5.3 FOR DRAINAGE AREA MAPS.
A i
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ENTRANCE WARPING DETAIL
SCALE: 1"=20'
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ENTRANCE WARPING DETAIL
SCALE: 1"=20'
Issue Date: 8/05/13
Job Number: 12-0088
Drawn By: BSJ
Checked By: EVVIV1
Drawing Title:
GRADING AND
DRAINAGE PLAN

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4200 GLOBAL STREET
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NOTE:
1. SEE COVER SHEET FOR LEGEND.
DRAINAGE CALCULATION CRITERIA
G=CIA (PAT IONAIL M El H 0D)
C-0.235 (PERVIOUS AREAS)
C-0.95 (IMPERVIOUS AREAS)
1=7.22 IN/HR (10-YEAR EVENT, TC=5 MINUETS)
NEW HOPE DEVELOPMENT PHASE 1
4201 GLOBAL STREET
PIN: 1724806010
ZONING: 1-1
60 INN
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LOT 202
EAST PARK 64 BYBASS NORTH
4210 GLOBAL STREET
PIN: 1723993170
ZONING: I -1
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S85* 0 5'19 "E
27.41'
......... .......
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LOT 203
EAST PARK 64 BYBASS NORTH
4211 GLOBAL STREET
PIN: 1723996832
ZONING: 1-1
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PARK 64 BYBASS NORTH
4211 GLOBAL STREET
PIN: 1723996832
ZONING: 1-1
40' Ol 40' 80'
SCALE: 1 40'
NOTE:
1. SEE COVER SHEET FOR LEGEND.
(RATIONAL METHOD)
(PERVIOUS AREAS)
(IMPERVIOUS AREAS)
(10—YEAR EVENT, TC=5 MINUETS)
LOT 3
HOPE DEVELOPMENT PHASE
4201 GLOBAL STREET
PIN: 1724806010
ZONING: 1-1
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PARK 64 BYBASS NORTH
4211 GLOBAL STREET
PIN: 1723996832
ZONING: 1-1
40' ol 40' 80'
SCALE: 1 40'
NOTE:
1. SEE COVER SHEET FOR LEGEND
2. SEE SPECIFICATION SHEET FOR GRADING AND
DRAINAGE NOTES
LOT 3
HOPE DEVELOPMENT PHASE
4201 GLOBAL STREET
PIN: 1724806010
ZONING: 1-1
.......... 1� . ....
w.
USED AS CONSTRUCTION PLANS
...... . ....
- - ---------- ........ ...... ... . ....... .

M
EXISTING SOIL SUBGRADE SHALL
BE TILLED OR "RIPPED"
DEEP BEFORE
WA -ok>►
2 -4" MULCF
. " SOIL MEDIA
85-88% SAND,
ORGANIJ
4" WASHED SAN
mim
11141611111
CAPPED CLEANOUT PIPE
ABOVE SURFACE
SOIL MEDIA
.]—(MIX- ... SAND,
1
4" PERFORATED
UNDERDRAIN TO INLET
ME
9' I= I !
RIMBA mW IN lei ` i Uil 1111 Lis 1.11 '
•
MI "
2" MIN. GRAVEL BELOW UNDERDRAIN
NOTE: SEE PLAN FOR DESIGN ELEVATIONS.
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BIORETENTION BASIN PONDING LEVEL
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BIORETENTION BASIN MULCH LAYER
€
ELEVATION = 206.00
210/
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PROPOSED
GRADE
EXISTING
GRADE
1
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I OT 202
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ZONING'. 1 1
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NEW HOPE DEVEI,,,(-)f:M,'ENT PHASE 1
4205 GLOBAL STREET
Pft 1723991957
ZONING, 1-1
LOT 203
EAST PARK 64 NORTH
4211 GLOBAL STREET
PIN: 172"IZ06832
ZONIN'.I.
NEW HOPE D'DOEI ()PMENT PHASE I
4201 G7 L-0 SAL STREET'
PK� 17"74806010
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WHEN ROCK
OR WATER IS
ENCOUNTERED
MINIMUM SIDE
6' Da OF PIP 6' CLEARANCE
NOTES:
1. Trenches requiring shoring and bracing, dimensions shall be
taken from the inside face of the shoring and bracing,
2° No rocks or boulders 4' or
Larger to be used in backfi(la
3° ALL backfill material shall be
suitable native material,
4. Backfill shall be tamped in 6' CITY OF RALEIGH
lifts, DEPARTMENT OF PUBLIC UTILITIES
5. Achieve 95% compaction in
backfilla TRENCH BOTTOM DIMENSI ❑NS & BACKFILLING
REQUIREMENTS FOR DUCTILE IR ❑N
PROPERTY HORIZONTAL CLEARANCE
LINE //FROM ♦ OBJECT,
TRAFFIC FLANGE
ABOVE t' ♦ ':
'�— 5'A­ 3'-6"j
.. ♦ l
VALVE BOX- --
COMPACTED BACKFILL
cu (TAMPED IN 6' LIFTS)
6' MIN, BRANCH PIPE
C❑NC, THRUST
BLOCK
APPROVED
118t
\Pm
FOR EXTENSION F VALVE BOX NOTEi 2'x 2'x 6' CONCRETE
9 )) PAD REQUIRED ❑N ALL VALVES.
NO PRECAST CONCRETE DOUGHNUT ALLOWED.
8 _ •.
SEE STANDARD W -18 FOR
COVER DETAILS. a
° � ATER -' � ° 21
.
STANDARD VALVE BO ®' '
®' T ❑P SECTI ❑N T❑ 15r- DOMESTIC
80 LBS, HEAVY WEIGHT CASTING
PAVEMENT
USE 5' S ❑IL PIPE
F
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FOR EXTENSI ❑NS
TAMPED :
BACKFILL°° ' •
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8
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BACKFILL a _'
0
NOTES:
5 1/2' -5 5/8'
In
2) ALL TRAM CASTINGS MUST BE CLASS 35 OR
CI'
GREATER.
3) FOR ANY VAS. 10' DEEP, A VALVE STEM
EXTENSION MUST BE _ USED TO BRING TO A DEPTH OF
'
NO MORE THAN 5.
o o
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/STANDARD VALVE
BOX
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD
THRUST BLOCKING VIEWS
®•: '• a •�
DWG, NO, REVISI ❑NS
DATE REVISI ❑NS DATE
3-1-8 RRH 3 -31 -00
W_9
D.W.C.
9 -7 -99
PROPERTY HORIZONTAL CLEARANCE
LINE //FROM ♦ OBJECT,
TRAFFIC FLANGE
ABOVE t' ♦ ':
'�— 5'A­ 3'-6"j
.. ♦ l
VALVE BOX- --
COMPACTED BACKFILL
cu (TAMPED IN 6' LIFTS)
6' MIN, BRANCH PIPE
C❑NC, THRUST
BLOCK
APPROVED
118t
\Pm
FOR EXTENSION F VALVE BOX NOTEi 2'x 2'x 6' CONCRETE
9 )) PAD REQUIRED ❑N ALL VALVES.
NO PRECAST CONCRETE DOUGHNUT ALLOWED.
8 _ •.
SEE STANDARD W -18 FOR
COVER DETAILS. a
° � ATER -' � ° 21
.
STANDARD VALVE BO ®' '
®' T ❑P SECTI ❑N T❑ 15r- DOMESTIC
80 LBS, HEAVY WEIGHT CASTING
PAVEMENT
6 7 /8' —Bs
7 5/8' -8 1/2`
10 1/4' -11'
ffim
sn I I 1 as
�$
.Y�ill�'Il_!7ll
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I I
'_LE W/
RALEIGH
SEE DETAIL
RALEIGH CITY OF
STANDARD DEPARTMENT OF PUBLIC UTILITIES
HYDRANT
O. PUMPER NOZZLE
G� Q
iIt
USE 5' S ❑IL PIPE
F
L�
FOR EXTENSI ❑NS
TAMPED :
BACKFILL°° ' •
WATER
ALV
0
0
MAIN
STAB -IN Cl OR
D.l a PIPE GASKET
TAMPED
BACKFILL a _'
5'
NOTES:
5 1/2' -5 5/8'
1) VALVE BOX NOT TO CONTACT WATER MAIN
2) ALL TRAM CASTINGS MUST BE CLASS 35 OR
GREATER.
3) FOR ANY VAS. 10' DEEP, A VALVE STEM
EXTENSION MUST BE _ USED TO BRING TO A DEPTH OF
NO MORE THAN 5.
4) TOTAL VALVE BOX WEIGHT. MINIMUM OF 85 LBS.
/STANDARD VALVE
BOX
/ BOTTOM SECTI ❑N
6 7 /8' —Bs
7 5/8' -8 1/2`
10 1/4' -11'
ffim
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�$
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RALEIGH
SEE DETAIL
RALEIGH CITY OF
STANDARD DEPARTMENT OF PUBLIC UTILITIES
HYDRANT
O. PUMPER NOZZLE
G� Q
iIt

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F— EZI LLI Q
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1. METER AS MANUFACTURED BY SENSUS OR
NEPTUNE.
DIMENSION "A"
1 METER
13 �
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2. BACKFIM TAMPED IN 6" LUM.
-27-METER—
1 17 W'

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a
00
0
0
a
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1. « BE ED AT INTAKE AND MCNARGE END OF RPE,
OF ROCK BLANKEr TO BE ADJUSTED ACCORDI
w=1:] 4 !]
SCALE: N.T.S.
GRATE PER CITY STANDARDS
FINISHED GRADE
/ USE STD. NO. 30.13 OR 30.14
B
(
/ r
/[� \�
2' -0"
m
FINAL
BACKFILL
i2" PLaSTE -
w
8' MINIMUM; OVER 8' DEEP, M
a
UNDISTURBED SOIL
-
MINIMUM UP To �' -�° / \ ° ' ° Q
e
N
FROM -Oa OF CURB.
M
N
1°
3000 PSI CONCRETE
INITIAL
°
BACKFILL
-
-
A A
SPRING LINE $; °f #67 STONE
\
8
HAUNCHING PIPE GRADE
a 9$a0#
� 4' BEDDING
N01 ES:
1. FOR 24" RCP & LARGER USE
PIPE DIAMETER PILLS 12" FOR
LO
M''NIMUM INSIDE 'DIM'ENSION.
�z —
TAMP WELL UNDER MINIMUM SIDE
",
m °
BOTTOM HALF 6' O.D. ❑F PIPE 6' �' CLEARANCE
2. 24" x 24° CASHING WITh 12
15" 8c 18° PIPE, 24" X 36"
i
OF PIPE
CASTING USED WITH 24" PIPE
B
/ OR LARGER. IF PLACED WITHIN
SECTION 13-13
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
TYPICAL TRENCH BOTTOM DIMENSI ❑NS F ❑R
NCDOT STANDARDS.
2'I 1%°
SDR 35 PVC GRAVITY PIPE
I 1 �� ll
I// \�� I 3. USE 4" X 4" X 8" CR 4" X 8" X 16"
11I
z -�
I�4
NOTES:
SOLD CONCRETE BLOCK. CAST IN
moo I I 1 \�
//
► 3 /e°
�' /z"
PLACE OR PRECAST CONCRETE TO
�,,� I i \ `
1, For trenches requiring shoring and bracing, dimensions shalt
il! ' l MEET N.C.D.C.T. STANDARDS
be taken from the inside face of the shoring and bracing,
V ACCEPTABLE.
�� ill
z vz'
2, No boulders 4' larger to be in initial backfill.
4. FOR STEP RFOULRFMFNT; SEE NOTE
r
rocks or or used
\Ill
3. All backfill material shall be suitable native material.
2 ON STANDARD No. 3c.o1.
s ° /4° I'1 /z" 4�/,"
'
4, Backfill shall be tamped in 6' lifts in traffic areas, 12' in
non - traffic areas,
a S -0' CITY OF RALEIGH
SECTION A -A
CITY OF RALEIGH
PUBLIC WDR'<S DEPARTMENT
PUBLIC WORKS DEPARTMENT
CITY OF RALEIGH
STANDARD 24" X 36"
4' -4" - REVISIONS DATE. 71,31CO DRAWN BY JlB
DROP INLET CASTING REVISIONS (DATE: 71,31100 DRAWN BY.., JTB
DEPARTMENT OF PUBLIC UTILITIES
5120104 JTT
1 7/26104 'f ✓DP
6 1610 WDP STANDARD
0/s/06 WDP STANDARD
TRENCH BOTTOM DIMENSI ❑NS AND BACKFILLING
DROP INLET
oR r P INLET
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
CASTING
DWG, N❑, REVISI ❑NS DATE REVISI ❑NS DATE
- DRAWING N'G NOT TO SCA'' F - STD. # 30.03
- DRAWING NOT TO SCALE - STD. # 30.14
S -5 TO NOTES 3 -1 -87 1 D.W.C. 9 -3 -99
7 -2 -82 RRH -30 -00
1. « BE ED AT INTAKE AND MCNARGE END OF RPE,
OF ROCK BLANKEr TO BE ADJUSTED ACCORDI
w=1:] 4 !]
SCALE: N.T.S.

a
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91
■
ii
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L— AGGREGATE BASE COURSE - NCDOT SECTION r ) ' AGGREGATE BASE COURSE (PER NCDOT
'_'REPARED EARTH SUBGRADE (PROOF -r PREPARED -•r E (PROOF ROLLED)
i
T
1/2-L----
EXPANSION
JOINT LENGTH
PLAN
OF SIDEWALK
ADJACENT TO CONTRACTION
JOINT
CONCRETE
s.sa
4
W4�_ 1 /gas
JOINT SEALER
PRE — MOLDED JOINT
FILLER
SCALE: N.T.S.
SCALE: N.T.S.
DWG. C4.0
REF. DWG. 4.0
■ r
r � ■
7w
it
a, - # r'
# ® -# i
mf
PAVEMENT DETAILS # FOR REFERENCE ONLY. r r TO VERIFY
FINAL PAVEMENT REQUIREMENTS WITH GEOTECH REPORT AND/OR OWNER.
CONTRACTOR TO INSTALL CONCRETE PAVEMENT JOINTS PER THE AMERICAN
CONCRETE i r• DESIGN AND CONSTRUCTION OF
CONCR,AF,
0 ,t
i
SCALE: N.T.S. REF. DWG. C4.0
r LAIN
NOTE: SEE SITE PLAN FOR ALIGNMENT OF WHEEL STOP.
SCALE: N.T.S.
INTERN'L HANDICAP SIGN
(SEE DETAIL)
2" 0 GALV. PIPE
REF. DWG. -r
MIM
®v % SCALE: N.T.S. REF. DWG. C4.0 ' ' SCALE: N.T.S.
i
1
i
i P i.
AGGREGATE BASE COURSE (PER NCDOT SECTION 520)
PREPARED EARTH SUBGRADE (PROOF ROLLED)
trl
PAVEMENT DETAILS SHOWN r• REFERENCE ONLY. r r TO VERIFY
FINAL PAVEMENT REQUIREMENTS GEOTECH REPORT AND/OR OWNER.
CONCRETE CONTRACTOR TO INSTALL CONCRETE PAVEMENT JOINTS PER THE AMERICAN
r r- DESIGN r CONSTRUCTION
. � ■ . � a � � ` 1 I1 '
SCALE: N.T.S. REF. DWG. C4.0
SCALE: N.T.S.
,,
REF. DWG. -r
SEE NOTE 1 SEE (VOTE 1
SHEET 4 4' STOP BAR TYPICAL
l PFD -XING _GRASSED AREA
0' MIN.
SIDEWALK SIDEWALK
4' STOP BAR
Z1 O � Ql
4' STOP BAR SEE NOTE 1 ? �
TYPICAL
SIDEWALK SIDEWALK
cD— iN
�-
_-
DETAII SHOWING TYPICAL LOCATION � � SEE NOTE 1
OF SIDEWALK ACCESS ,RAMPS, PEDESTRIAN TYPICAL
CROSSWALKS AND STOP BARS.
Oq
DOUBLE WHEELCHAIR RAMPS ARE TO BE °p
INSTALLED AT ALI_ PUBLIC STREET
INTERSECTIONS WHERE SIDEWALK IS VARIABLE
REQUIRES, WHEN SIDEWALK IS NOT
Pit OI,,IRFD, CURB IS TO BE DEPRESSED
AT ALL RAMP LOCATIONS AS SHOWN
O 'THIS :SHEET. � C
SEE NOTE 1
sLE NoTr ._ 1
TYPICAL
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PEG -X NG
10' MIN.
SIDEWALK I SIDEWALK
GRASSED AREA
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SEE NO T E 1 SEE NOTE i
TYPICAL TYPICAL
DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS
PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION.
1
4' STOP BAR
-- SIDENIALK _r T"
SIDEWALK
3—jk GHASSEDAREA GRASSED AREA
SHEET ; of s
DEPRESSED CURB & WINGS
AT RAMP CITY OF RALEIGH
PUBLIC 'WORKS DEPARTMENT
FOR RAMPS AT ASPHALT TO ASPHALT STREET
TYPE DRIVEWAYS OR PRIVATE__ STREET TIE IN. REVISIONS DATE. 7/3/00 DRAWN BY TB
514104 ITT SII)EWAI_K
SEE SHEET 5 OF 5 FOR ADDITIONAL PRIVATE s /I /De TT
ACCESS
STREET TIF IN DETAILS 1 1112107 WDP
RAMPS
STD. # 20.11
ACCESSIBLE SIGN AT
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CONCRETE i r• DESIGN AND CONSTRUCTION OF
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SCALE: N.T.S. REF. DWG. C4.0
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SCALE: N.T.S.
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PAVEMENT DETAILS SHOWN r• REFERENCE ONLY. r r TO VERIFY
FINAL PAVEMENT REQUIREMENTS GEOTECH REPORT AND/OR OWNER.
CONCRETE CONTRACTOR TO INSTALL CONCRETE PAVEMENT JOINTS PER THE AMERICAN
r r- DESIGN r CONSTRUCTION
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OF SIDEWALK ACCESS ,RAMPS, PEDESTRIAN TYPICAL
CROSSWALKS AND STOP BARS.
Oq
DOUBLE WHEELCHAIR RAMPS ARE TO BE °p
INSTALLED AT ALI_ PUBLIC STREET
INTERSECTIONS WHERE SIDEWALK IS VARIABLE
REQUIRES, WHEN SIDEWALK IS NOT
Pit OI,,IRFD, CURB IS TO BE DEPRESSED
AT ALL RAMP LOCATIONS AS SHOWN
O 'THIS :SHEET. � C
SEE NOTE 1
sLE NoTr ._ 1
TYPICAL
'
TYPICAL 4' SLOP BAR
PEG -X NG
10' MIN.
SIDEWALK I SIDEWALK
GRASSED AREA
4' STOP BAR w
I �
4 STOP BAR s
GRASSED AREA
SIDEWALK SIDEWALK
SEE NO T E 1 SEE NOTE i
TYPICAL TYPICAL
DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS
PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION.
1
4' STOP BAR
-- SIDENIALK _r T"
SIDEWALK
3—jk GHASSEDAREA GRASSED AREA
SHEET ; of s
DEPRESSED CURB & WINGS
AT RAMP CITY OF RALEIGH
PUBLIC 'WORKS DEPARTMENT
FOR RAMPS AT ASPHALT TO ASPHALT STREET
TYPE DRIVEWAYS OR PRIVATE__ STREET TIE IN. REVISIONS DATE. 7/3/00 DRAWN BY TB
514104 ITT SII)EWAI_K
SEE SHEET 5 OF 5 FOR ADDITIONAL PRIVATE s /I /De TT
ACCESS
STREET TIF IN DETAILS 1 1112107 WDP
RAMPS
STD. # 20.11

LEGEND
CONTOURS
STORM MANHOLE
AREA INLET
CURB INLET
GRATED INLET
FLARED END SECTION
STORM SEWER
GRATED MANHOLE
DOWNSPOUT
DRAINAGE PIPE
SWALE /SLOPE INDICATOR
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UTILITY POLE
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OVERHEAD UTILITY
UNDERGROUND ELECTRIC
ELECTRIC MARKER
ELECTRIC METER
.......
ELECTRIC BOX
PS
ELECTRIC PULL BOX
MATTING
ELECTRIC TRANSFORMER
ELECTRIC MANHOLE
z
UNDERGROUND TELEPHONE
TEMPORARY DIVERSION
FIBER OPTIC MARKER
CABLE MARKER
=Z)TSD =1
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GAS METER
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LIGHT ARD TAN
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............................... FENCE
BOLLARD
AIR CONDITIONER
FLAG POLE
MONITORING WELL
PARKING METER
PLANTER
SPRINKLER CONTROL BOX
SPRINKLER
SPRINKLER VALVE
TRAFFIC CONTROL BOX
TRAFFIC POLE
YARD LIGHT
GUARD RAIL
PROPERTY LINE
EASEMENT
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LOW POINT IN GRADE
TOP OF WALL
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CHECK DAM
PERMANENT SEEDING WITH PROTECTIVE
PS
MATTING
TEMPORARY SEEDING
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SCALE: 1" = 40'
NOTE:
1. SEE SHEET C8.2 AND C8.3 FOR EROSION CONTROL
NOTES AND DETAILS.
LOT 3
NEW HOPE DEVELOPMENT PHASE I
4201 GLOBAL STREET
i PIN: 1724806010
ZONING: 1 -1
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r /C BACK=y (40' A
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LOT 202
EAST PARK 64 BYBASS NORTH
4210 GLOBAL STREET
PIN: 1723993170
ZONING: 1 -1
LOT 203
EAST PARK 64 BYBASS NORTH
4211 GLOBAL STREET
PIN: 1723996832
ZONING: 1 -1
Issue Date: 8/05/13
Job Number: 12 -0088
=Drawn BSJ
Checked By: EWM
Drawing Title:
PHASE 1 EROSION AND
SEDIMENTATION CONTROL PLAN

LEGEND
EXISTING
PROPOSED
rN
CONTOURS
460
459
STORM MANHOLE
UM
AREA INLET
...............
CURB INLET
GRATED INLET
FLARED END SECTION
.... .. ............ .... ..................... ... .................... .... ...........
STORM SEWER
GRATED MANHOLE
DOWNSPOUT
DRAINAGE PIPE
SWALE/SLOPE INDICATOR
SANITARY MANHOLE
........... .... .................... ... .................... .................... .... .................... ...........
SANITARY SEWER
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ELECTRIC TRANSFORMER
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............... ...............
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.........
WATER METER
FIRE HYDRANT
...........
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AIR CONDITIONER
FLAG POLE
MONITORING WELL
PARKING METER
V it
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SPRINKLER CONTROL BOX
SPRINKLER
re v 1— v
SPRINKLER VALVE
TRAFFIC CONTROL BOX
TRAFFIC POLE
YARD LIGHT
............... ............... .......................................... ........................
GUARD RAIL
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EASEMENT ---------------
SETBACK
------
TYPICAL
(TYP)
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TOP OF WALL
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SILTATION FENCE w/J HOOK
CHECK DAM
PERMANENT SEEDING WITH PROTECTIVE PS
MATTING
TEMPORARY SEEDING TS
TEMPORARY DIVERSION TD
TEMPORARY SLOPE DRAIN =ITSD =z)
RIPRAP 8
,c
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04
40' ol 40' 80'
SCALE: 1 40'
NOTE:
1. SEE C8.2 AND C8.3 FOR SOIL EROSION CONTROL
NOTES AND DETAILS.
LOT 3
NEW HOPE DEVELOPMENT PHASE 1
4201 GLOBAL STREET
PIN: 1724806010
ZONING: 1-1
t "e'
LOT 203
EAST PARK 64 BYBASS NORTH
4211 GLOBAL STREET
PIN: 1723996832
ZONING: 1-1

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SWPPP NOTES
SITE OWNER: PTC RALEIGH, LLC
1. SITE ADDRESS: 4204 GLOBAL STREET
RALEIGH, NC 27610
2. REFER TO IMPROVEMENT PLANS FOR PERTINENT SITE MAP INFORMATION.
3. REFER TO IMPROVEMENT PLANS FOR PERTINENT TOPOGRAPHICAL INFORMATION.
4. RUNOFF COEFFICIENTS: UNDEVELOPED - 0.35
DEVELOPED - 0.95
5. TOTAL LAND ESTIMATED TO BE DISTURBED - APPROXIMATELY 3.51 ACRES
6. REFER TO DRAINAGE AREA MAP IN IMPROVEMENT PLANS FOR DRAINAGE PATTERNS.
7. REFER TO EROSION AND SEDIMENTATION CONTROL PLAN FOR LOCATION OF ACCESS TO CONSTRUCTION SITE.
8. DESCRIPTION OF B.M.P.'S TO CONTROL EROSION AND SEDIMENTATION (INTERIM AND PERMANENT STABILIZATION PRACTICES)
A. FOR DETAILED DESCRIPTION OF EACH BMP REQUIRED ON THE SITE SEE THIS SHEET.
SITE DATA
PIN # 1723990203
ZONING - 11
TOTAL AREA - 4.76 ACRES
FEMA FLOODPLAIN - NO
NEUSE RIVER BASIN - YES
LATITUDE: 35.7809
LONGITUDE: - 78.5650
SITE MAINTENANCE CONTACT: DAVID SMITH
PH: 810- 772 -1691
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE EXISTING SITE 4.76 ACRE SITE LOCATED AT 4204 GLOBAL STREET, WHICH IS AT THE NORTHWEST CORNER OF INTERSTATE 64 AND NEW HOPE ROAD, IS
UNDEVELOPED. THE SITE IS LOCATED IN THE CITY OF RALEIGH IN WAKE COUNTY, NORTH CAROLINA (SEE VICINITY MAP). THIS PROJECT CONSISTS OF THE
CONSTRUCTION OF A 15,220 SF WAREHOUSE. THE PROPOSED PROJECT FRONTS GLOBAL STREET, WHICH IS CLASSIFIED AS COMMERCIAL. THERE IS A NEUSE RIVER
BUFFER ALONG THE WEST SIDE OF THE SITE. APPROXIMATELY 3.5 ACRES WILL BE DISTURBED DURING THE CONSTRUCTION PERIOD.
SITE DESCRIPTION
THE SITE GENERALLY DRAINS FROM THE EASTERN PROPERTY LINE WHERE THERE IS A STEEP DROP AT 40% TO ELEVATION 215, THEN TO THE WEST AND NORTHWEST AT
APPROXIMATELY 2% FROM AN ELEVATION OF 215 TO 210 WHERE THERE IS A ST
B.
CONTRACTOR SHALL ESTABLISH PERIMETER SILTATION CONTROL PRIOR TO ANY CONSTRUCTION ACTIVITIES. AREAS REQUIRING MINOR CLEARING & /OR GRADING PRIOR TO
EEP DROP AT 301. TOWARDS THE NEUSE RIVER TO AN ELEVATION OF 200. A PORTION
OF THE SITE IS IN THE NEUSE BUFFER, WHICH IS NOW COVERED WITH WOODY VEGETATION. THE REST OF THE SITE IS PREDOMINATELY COVERED WITH GRASS.
j
INSTALLATION OF SILTATION CONTROL SHALL BE COMPLETED IN A TIMELY MANNER AND SILTATION CONTROL ESTABLISHED IMMEDIATELY FOLLOWING.
C.
TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSTALLED WHERE THE ACCESS AREAS INTERSECT WITH PUBLIC ACCESS WAYS. DURING MUDDY CONDITIONS, DRIVERS OF
ADJACENT PROPERTIES
VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE ROADWAY. WHERE SEDIMENT IS TRANSPORTED ONTO PUBLIC ACCESS WAYS, THE ROAD SHALL
LAND USE IN THE VICINITY IS INDUSTRIAL. THE LAND IMMEDIATELY TO THE NORTH IS UNDEVELOPED AND COVERED WITH GRASS. THE LAND TO THE WEST, EAST, AND
BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING. STREET WASHING SHALL BE ALLOWED
SOUTH HAS BEEN DEVELOPED FOR INDUSTRIAL USE. NO OFFSITE DRAINAGE CONTRIBUTES TO RUNOFF ONTO THE CONSTRUCTION SITE. SEDIMENT CONTROL MEASURES
ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
WILL BE TAKEN TO PREVENT DAMAGE TO THE NEUSE BUFFER.
D.
UPON COMMENCEMENT OF INITIAL CLEARING AND GRUBBING OPERATIONS, AS WELL AS FUTURE GRADING OPERATIONS, TOPSOIL MUST BE STRIPPED FROM GRADED AREAS AND
SOILS
STOCKPILED FOR IN FINAL GRADING AND / OR EXCESS REMOVAL. THE STOCKPILES WILL BE KEPT ON SITE BUT MUST STAY CLEAR OF ALL CONSTRUCTION ACTIVITY. THE
STOCKPILE MUST BE STABILIZED WITH TEMPORARY VEGETATION,
THE SOIL IN THE PROJECT AREA IS MAPPED AS APPLING SANDY LOAM AND CHEWACLA SANDY LOAM GROUPS B C AND D SOIL CLASSES. GROUP B SOILS ARE
OR COVERED AT THE END PF EACH WORKDAY, OR PERIMETER CONTROLS MUST BE IN PLACE TO PREVENT
SOIL LOSS AND SEDIMENT TRANSPORT FROM THE STOCKPILE ITSELF UNTIL NEEDED.
CONSIDERED TO HAVE A MODERATE INFILTRATION RATE WHEN THOROUGHLY WET. GROUP C SOILS ARE CONSIDERED TO HAVE A SLOW INFILTRATION RATE WHEN
THOROUGHLY WET. GROUP D SOILS ARE CONSIDERED TO HAVE A VERY SLOW INFILTRATION RATE (HIGH RUNOFF POTENTIAL) WHEN THOROUGHLY WET.
E.
TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPES SHALL NOT EXCEED 10 PERCENT SLOPE.
F
CONTRACTOR SHALL SITE M
ESTABLISHED RVEGETA ION UNTIL AREAS OF THE
PLANNED EROSION AND SEDIMENTATION
SHALL BE GRADED, AS REQUIRED. CONTRACTOR SHALL EERIESPONSIIBLE FOR INSTALLATION AND
MAINTENANCE OF SILTATION CONTROL THROUGHOUT THE DURATION OF THE PROJECT.
G.
STORM DRAINS SHALL BE INSTALLED AS EARLY AS POSSIBLE, PROVIDED THE INSTALLATION DOES NOT CONFLICT WITH OTHER CONSTRUCTION ACTIVITIES. INLET PROTECTION
CONTROL PRACTICES-
SHALL BE PLACED AROUND EACH INLET, IMMEDIATELY, UPON COMPLETION OF CONSTRUCTION OF EACH INLET. INLETS MAY BE UTILIZED FOR STORM WATER CONTROL DURING
�
CONSTRUCTION, WITH THE SILT FENCE AND EROSION CONTROL MEASURES IN PLACE.
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
#.
2. SKIMMER SEDIMENT BASIN
H.
IF SEEDING OR ANOTHER VEGETATIVE EROSION CONTROL METHOD IS USED, IT SHALL BECOME ESTABLISHED WITHIN FIFTEEN DAYS OR THE SITE SHALL BE RE- SEEDED OR A
3. TEMPORARY AND PERMANENT SEEDING WITH MAT PROTECTION
NON- VEGETATIVE OPTION EMPLOYED.
4. TEMPORARY BLOCK AND GRAVEL DROP INLET PROTECTION
5. TREE PRESERVATION AND PROTECTION
I.
TECHNIQUES SHALL BE EMPLOYED TO ENSURE STABILIZATION ON STEEP SLOPES AND IN DRAINAGE WAYS.
6. SEDIMENT FENCE
7. CHECK DAM
J.
THE ENTIRE SITE MUST BE STABILIZED, USING HEAVY MULCH LAYER OR ANOTHER METHOD THAT DOES NOT REQUIRE GERMINATION TO CONTROL EROSION, AT THE CLOSE OF
THE CONSTRUCTION SEASON. REFER TO TABLE 2 FOR MULCHING RATES.
K.
TECHNIQUES SHALL BE EMPLOYED TO PREVENT THE BLOWING OF DUST OR SEDIMENT FROM THE SITE.
L.
TECHNIQUES SHALL BE EMPLOYED TO DIVERT UPLAND RUNOFF PAST DISTURBED SLOPES
4
M.
ALL PROPOSED TURF AREAS, ONCE CONSTRUCTED TO FINAL GRADE SHALL BE SEEDED /SODDED WITHIN FIVE DAYS AFTER FINAL GRADING OF THE SITE WHERE SHOWN ON
CONSTRUCTION S E Q U E N C E
THE PLAIN. SHOULD WEATHER CAUSE DELAYS IN EARTHWORK OPERATIONS, ADDITIONAL SILTATION CONTROL MEASURES MAY BE REQUIRED.
N.
ANY DISTURBED AREAS WHICH WILL REMAIN UNWORKED FOR FIVE DAYS OR MORE SHALL BE STABILIZED WITH SEEDING AND MULCHING PER SPECIFICATIONS WITHIN FIVE
1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMET FOR CONSTRUCTION ACTIVITY (NCGO10000) TO STORMWATER
DAYS. IF SEASONAL CONDITIONS PROHIBIT SEEDING, MULCHING OR MATTING SHALL BE USED.
INSPECTIONS THROUGHOUT THE PROJECT.
2. OBTAIN A LAND DISTURBANCE PERMIT.
0.
SEDIMENTATION CONTROLS SHALL ONLY BE REMOVED AFTER THE SITE IS COMPLETELY STABILIZED, VEGETATION IS WELL ESTABLISHED, AND ALL PAVEMENT AREAS ARE
3. PRIOR TO CONSTRUCTION, CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR CHRIS BRIDGERS AT 919 - 279 -1308 TO SCHEDULE AN
INSTALLED.
ON -SITE PRE - CONSTRUCTION MEETING.
4. THESE PLANS ARE FOR MASS GRADING ONLY. SEE SITE REVIEW PERMIT PLANS FOR CONTINUATION OF EROSION AND SEDIMENTATION CONTROL PLANS
9. DESCRIPTION OF B.M.P.'S TO PREVENT POTENTIAL POLLUTANTS
DURING FINAL CONSTRUCTION OF SITE IMPROVEMENTS.
(CONSTRUCTION WASTES, TOXIC OR HAZARDOUS SUBSTANCES, PETROLEUM PRODUCTS, PESTICIDES, HERBICIDES, SITE LITTER, SANITARY WASTES, ETC.)
5. CONTRACTOR MOBILIZATION.
6. INSTALL TREE PROTECTION FENCE. PRIOR TO THE START OF CONSTRUCTION AN AS -BUILT SURVEY OF THE TREE PROTECTION FENCE SHALL BE
A.
SOLID NON- HAZARDOUS CONSTRUCTION WASTE - DISPOSE OF IN TRASH DUMPSTERS OR APPROVED EQUIVALENT IN A LOCATION APPROVED BY THE OWNER. POTENTIALLY
PROVIDED TO THE CITY TO VERIFY ITS CORRECT PLACEMENT.
SOLUBLE OR LEACHABLE SOLID WASTE SHALL BE STORED OFF THE GROUND AND IN COVERED LEAK -PROOF CONTAINERS. SOLID WASTE SHALL BE STORED OFF THE GROUND
7. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO ONLY THE AREA
AND IN COVERED LEAK -PROOF CONTAINERS. SOLID WASTE SHALL BE PROPERLY DISPOSED OF OFF -SITE ON A REGULAR BASIS.
NECESSARY TO INSTALL THE PERMITTED MEASURES. INSTALL GRAVEL CONSTRUCTION ENTRANCE PAD, SILT FENCE, CHECK DAMS, SKIMMER SEDIMENT
BASIN AS SHOWN ON THE PHASE 1 PLAN. SILT FENCE WITH J HOOKS TO BE SPACED AS SHOWN ON PLAN. SEED TEMPORARY DIVERSIONS, BERMS
B.
HAZARDOUS WASTE - HAZARDOUS WASTE SHALL BE SEGREGATED FROM NON- HAZARDOUS CONSTRUCTION SITE DEBRIS. LIQUID OR SEMI - LIQUID HAZARDOUS WASTE SHALL BE
AND BASINS IMMEDIATELY AFTER CONSTRUCTION.
STORED IN APPROPRIATE CONTAINERS (CLOSED DRUMS OR SIMILAR) AND SHALL BE KEPT UNDER COVER. GRANULAR, SOLUBLE, OR LEACHABLE HAZARDOUS WASTE MATERIALS
8. CALL THE RAPID RESPONSE NUMBER 919 - 857 -4412 TO SCHEDULE A SITE STORMWATER INSPECTION.
SHALL BE STORED OFF THE GROUND AND IN COVERED LEAK -PROOF CONTAINERS, THE OWNER SHALL PROPERLY APPROVE ANY HAZARDOUS WASTE STORAGE AREA
9, UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY.
LOCATIONS.
10. INSTALL TEMPORARY DIVERSION DITCH AT THE NORTHWEST CORNER ONCE FILL GETS TO AN ELEVATION OF 188. DRAIN TO SKIMMER SEDIMENT BASIN.
TEMPORARY DIVERSION DITCH TO MOVE UP THE SLOPE AND CONTINUE TO THE SOUTH WITH THE FILL ELEVATION AND TO BE IN PLACE AT THE END
C.
HAZARDOUS WASTE SHALL BE PROPERLY DISPOSED OF OFF -SITE ON A REGULAR BASIS BY A REPUTABLE, LICENSED HAZARDOUS WASTE HAULER.
OF EACH CONSTRUCTION DAY. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. STABILIZE ANY GRADED SLOPES AND FILLS WHERE ACTIVE
CONSTRUCTION WILL NOT TAKE PLACE FOR 14 CALENDAR DAYS BY TEMPORARY SEEDING OR MULCHING.
D.
IT IS NOT THE INTENT OF THIS SWPPP TO SUPERSEDE OR REPLACE NORMAL SITE ASSESSMENT AND REMEDIATION PROCEDURES CONCERNING HAZARDOUS MATERIALS.
11. TEMP DIVERSION DITCHES, SILT FENCES, SLOPE DRAINS AND OTHER EROSION AND SEDIMENTATION CONTROL PRACTICES TO BE ADJUSTED AS NEEDED
SIGNIFICANT SPILLS AND /OR CONTAMINATION WARRANT AN IMMEDIATE RESPONSE BY TRAINED PROFESSIONALS. SUSPECTED JOB SITE CONTAMINATION SHOULD IMMEDIATELY BE
ON A DAILY BASIS WHILE THE FILL OPERATIONS TAKE PLACE AND THE SITE COMES UP TO FINAL ELEVATIONS AS SHOWN ON PLANS. ALL EROSION
REPORTED TO REGULATORY AUTHORITIES AND PROTECTIVE MEASURES TAKEN.
AND SEDIMENTATION CONTROL DEVICES SHOWN ON THESE PLAN SHALL BE FULLY OPERATIONAL AT THE END OF EACH CONSTRUCTION DAY.
12. PROPOSED 2:1 SLOPES BELOW THE LOCATION OF THE FUTURE RETAINING WALL TO BE PERMANENTLY SEEDED WITH PROTECTIVE MATTING AND
E.
FRESH CONCRETE WASTE AND CONCRETE EQUIPMENT WASH DOWNS SHALL BE CONTAINED AND SHALL BE STORED AWAY FROM DRAINAGE DITCHES, SWALES AND DRAINAGE
PROTECTED IMMEDIATELY AFTER THEY ARE CONSTRUCTED. ALL OTHER AREAS OF THE 2:1 SLOPE TO BE TEMPORARILY SEEDED AND PROTECTED AS
STRUCTURES. WHERE APPROPRIATE, CONTAINMENT BERMS SHALL BE PLACED AROUND WASTE STORAGE AREAS.
SHOWN.
13. ALL EROSION CONTROL MEASURE SHALL BE INSPECTED AND MAINTAINED, IF NEEDED, AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT.
F.
ON -SITE FUELING FACILITIES ARE REQUIRED TO ADHERE TO ALL APPLICABLE FEDERAL AND STATE REGULATIONS CONCERNING STORAGE AND DISPENSERS.
14. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY ON PROJECT SITE EXCEPT AS
NOTED FOR THE PERMANENT SEEDING OF THE 2:1 SLOPE AREAS BELOW THE FUTURE RETAINING WALL.
G.
PROVISIONS SHALL BE MADE SO THAT A SUFFICIENT NUMBER OF TEMPORARY TOILET FACILITIES ARE AVAILABLE TO SERVE THE NUMBER OF WORKERS ON -SITE.
15. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS
PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO
H.
PROVISIONS SHALL BE MADE FOR LITTER CONTROL.
LARGE BARE PATCHES OR EVIDENCE OF EROSION.
16. IF APPLICABLE, AT A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT A CITY OF RALEIGH
10. DESCRIPTION OF B.M.P.'S TO REMAIN AFTER CONSTRUCTION
FORM 511 AND APPROVABLE BMP AS -BUILT PLAN AND ENGINEER'S CERTIFICATION TO CITY OF RALEIGH STAFF FOR REVIEW AND WRITTEN ACCEPTANCE.
THE CERTIFICATIONS MUST BE ACCEPTED PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
A.
STORM DRAINS - THE DEVELOPMENT WILL BE SERVED BY A STORM WATER SYSTEM CONSISTING OF PIPE AND INLETS. ANY STORM DRAINAGE SYSTEM DESIGNATED AS
17. IF APPLICABLE, ELEVATION CERTIFICATE SUBMITTAL, REVIEW, AND ACCEPTANCE IS REQUIRED PRIOR TO APPROVAL OF FINAL FLOOD PERMIT INSPECTION.
"PRIVATE" SHALL BE OPERATED AND MAINTAINED BY THE OWNER. ANY STORM DRAINAGE SYSTEM DESIGNATED AS "PUBLIC' SHALL BE MAINTAINED BY THE METROPOLITAN ST.
18. IF APPLICABLE, IMPERVIOUS SURVEY SUBMITTAL, REVIEW AND ACCEPTANCE IS REQUIRED PRIOR TO APPROVAL OF FINAL WATERSHED PERMIT
LOUIS SEWER DISTRICT (MSD) UPON DEDICATION OF THE SEWERS TO THE DISTRICT.
INSPECTION.
19. CALL THE RAPID RESPONSE NUMBER 919 - 857 -4412 TO SCHEDULE A STORMWATER FINAL INSPECTION.
B.
TURF AREAS - TURF AREAS SHALL BE MAINTAINED TO INSURE SITE AREAS REMAIN STABILIZED UPON COMPLETION OF CONSTRUCTION ACTIVITIES.
C.
PAVED AREAS AND WALKWAYS - AREAS SUBJECT TO FOOT AND VEHICLE TRAFFIC SHALL BE PAVED AND KEPT IN GOOD REPAIR FOLLOWING COMPLETION OF CONSTRUCTION
ACTIVITIES.
11. CONTRACTOR TO COORDINATE WITH THE CITY AND DEVELOPER FOR OFF STREET PARKING AREA.
12. HAUL
ROUTE OF EXCESS SPOILS TO BE DETERMINED BY SITE CONTRACTOR.
13. REFER TO B.M.P.'S DESCRIPTIONS AND THE SWPP PLAN TO REFERENCE ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED FOR THIS SITE.
14. PLANNED RESPONSE TO LOSS OF CONTAINED SEDIMENT'
B.M.P.'S SHALL BE REPAIRED AND /OR REPLACED IMMEDIATELY, AS REQUIRED, TO STABILIZE SITE AND CONTAIN SEDIMENT LADEN RUNOFF. OFFSITE AREAS SHALL BE REVIEWED FOR
EXTENT OF IMPACT FROM B.M.P. FAILURE. PERMIT HOLDER SHALL BE REQUIRED TO PROVIDE DOCUMENTATION OF THE B.M.P. MEASURES, INSTALLED AND SCHEDULED MAINTENANCE,
AND REPAIRS.
15. PERMIT HOLDER
A. PERMIT HOLDER SHALL NOTIFY ALL CONTRACTORS AND OTHER ENTITIES (INCLUDING UTILITY CREWS, CITY EMPLOYEES, OR THEIR AGENTS) THAT WILL PERFORM WORK AT THE
SITE, OF THE EXISTENCE OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND WHAT ACTIONS OR PRECAUTIONS SHALL BE TAKEN WHILE ON SITE TO MINIMIZE
THE POTENTIAL FOR EROSION AND THE POTENTIAL FOR DAMAGING ANY BEST MANAGEMENT PRACTICES (BMP'S).
B. PERMIT HOLDER SHALL DETERMINE THE NEED FOR AND ESTABLISH TRAINING PROGRAMS TO ENSURE THAT ALL SITE WORKERS HAVE BEEN TRAINED, AT A MINIMUM, IN
EROSION CONTROL, MATERIAL HANDLING AND STORAGE, AND HOUSEKEEPING.
C. PROVIDE COPIES OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO ALL PARTIES WHO ARE RESPONSIBLE FOR INSTALLATION, OPERATION, OR MAINTENANCE
FOR ANY BEST MANAGEMENT PRACTICES (BMP'S).
D. MAINTAIN A CURRENT COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ON THE SITE AT ALL TIMES.
16. PRIOR TO ANY MAJOR LAND DISTURBANCE ACTIVITY, A LAND DISTURBANCE PERMIT FROM THE CITY OF RALEIGH, WILL BE REQUIRED.
17. ANY LAND CLEARING, CONSTRUCTION, OR DEVELOPMENT INVOLVING THE MOVEMENT OF EARTH SHALL BE IN ACCORDANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN.
18. CONTRACTOR SHALL KEEP SILT FROM ENTERING INTO THE STORM SEWER SYSTEM AND ALL KEEP WATER FROM PONDING ON THE PAVEMENT THAT IS PART OF THE VEHICLE OR
PEDESTRIAN TRAVEL WAY. INLET PROTECTION SHALL ONLY BE USED AS NECESSARY TO KEEP SILT FROM ENTERING INTO THE STORM SEWER SYSTEM.
CONSTRUCTION SPECIFICATIONS
19. CONSTRUCT AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL PRACTICES AND MEASURES IN ACCORDANCE WITH THE APPROVED SEDIMENTATION CONTROL PLAN AND
CONSTRUCTION SCHEDULE.
20. REMOVE GOOD TOPSOIL FROM AREAS TO BE GRADED AND FILLED, AND PRESERVE IT FOR USE IN FINISHING THE GRADING OF ALL CRITICAL AREAS.
21. SCARIFY AREAS TO BE TOPSOILED TO A MINIMUM DEPTH OF 2 INCHES BEFORE PLACING TOPSOIL (PRACTICE 6.04, TOPSOILING).
22. CLEAR AND GRUB AREAS TO BE FILLED BY REMOVING TREES, VEGETATION, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT THE PLANNED STABILITY OF THE FILL.
23. ENSURE THAT FILL MATERIAL IS FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS, AND OTHER MATERIALS INAPPROPRIATE FOR CONSTRUCTING STABLE FILLS.
24. PLACE ALL FILL IN LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS, AND COMPACT THE LAYERS AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED
PROBLEMS.
25. DO NOT INCORPORATE FROZEN, SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS INTO FILL SLOPES.
26. DO NOT PLACE FILL ON A FROZEN FOUNDATION, DUE TO POSSIBLE SUBSIDENCE AND SLIPPAGE.
27. KEEP DIVERSIONS AND OTHER WATER CONVEYANCE MEASURES FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT.
28. HANDLE SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION IN ACCORDANCE WITH APPROVED METHODS (PRACTICE 6.81, SUBSURFACE DRAIN).
29. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL GRADING IS COMPLETED ON EACH AREA IN THE GRADING PLAN. APPLY TEMPORARY STABILIZATION MEASURES
ON ALL GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 30 WORKING DAYS OR LONGER.
30. SHOW TOPSOIL STOCKPILES, BORROW AREAS, AND SPOIL AREAS ON THE PLANS, AND MAKE SURE THEY ARE ADEQUATELY PROTECTED FROM EROSION. INCLUDE FINAL STABILIZATION
OF THESE AREAS IN THE PLAN.
LOCATION MAP
(NOT TO SCALE)
NC
MAINTENANCE REQUIREMENTS
INSPECTION AND MAINTENANCE OF SOIL EROSION CONTROL MEASURES TO BE CONDUCTED AFTER EACH RAIN EVENT AND AT LEAST ONCE A WEEK OR AS INDICATED BELOW, WHICHEVER IS SOONER
SKIMMER SEDIMENT BASIN
INSPECT SKIMMER SEDIMENT BASIN WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL (1/2" OR GREATER) EVENT AND REPAIR IMMEDIATELY AS NEEDED. REMOVE SEDIMENT STORAGE WHEN SEDIMENT ACCUMULATES TO ONE
HALF THE HEIGHT OF THE FIST BAFFLE. RESTORE BASIN TO ITS ORIGINAL DIMENSIONS AND DEPTH. REMOVE SEDIMENT FROM ENTIRE BASIN. REPAIR AND RE- ANCHOR BAFFLES AS NEEDED TO ENSURE PROPER
OPERATION OF THE BASIN. INSPECT SKIMMER TO ENSURE IT IS FREE OF DEBRIS AND INSPECT ORIFICE INSIDE SKIMMER TO ENSURE IT IS NOT CLOGGED. INSPECT SPILLWAY AND OUTLET FOR SIGNS OF EROSION AND
REPAIR IMMEDIATELY.
SILT FENCES SHOULD BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND SEVERAL TIMES DURING PROLONGED RAINFALLS. IF THE FENCE IS SAGGING OR THE SOIL HAS REACHED ONE HALF THE HEIGHT OF THE
FABRIC, THE SOIL BEHIND THE FABRIC MUST BE REMOVED AND DISPOSED OF IN AN UPLAND STABLE SITE. THE SOIL CAN BE ADDED TO THE SPOIL PILE. IF THE FABRIC IS BEING UNDERCUT (I.E. IF THE WATER IS
SEEPING UNDER THE FENCE), THE FENCE SHOULD BE REMOVED AND REINSTALLED FOLLOWING THE GIVEN PROCEDURES. FABRIC WHICH DECOMPOSES OR OTHERWISE BECOMES INEFFECTIVE SHOULD BE REMOVED AND
REPLACED WITH NEW FILTER FABRIC IMMEDIATELY. FILTER FENCES SHOULD BE REMOVED ONCE VEGETATION IS WELL ESTABLISHED AND THE UP -SLOPE IS FULLY STABILIZED UNLESS DIRECTED OTHERWISE BY THE
ENGINEER.
CHECK DAMS
INSPECT CHECK DAMS AFTER EACH STORM EVENT TO ENSURE THEIR STRUCTURAL INTEGRITY. THE CENTER OF A CHECK DAM SHOULD ALWAYS BE LOWER THAN ITS EDGES. ADDITIONAL STONE MAY HAVE TO BE ADDED TO
MAINTAIN THE CORRECT HEIGHT. DURING INSPECTION, REMOVE LARGE DEBRIS, TRASH, AND LEAVES. WHEN THE SEDIMENT HAS REACHED A HEIGHT OF APPROXIMATELY ONE -HALF THE ORIGINAL HEIGHT OF THE DAM
(MEASURED AT THE CENTER), REMOVE ACCUMULATED SEDIMENT FROM THE UPSTREAM SIDE OF THE DAM. WHEN CHECK DAMS ARE REMOVED, CARE MUST BE TAKEN TO REMOVE ALL DAM MATERIALS TO ENSURE PROPER
FLOW WITHIN THE CHANNEL. IF EROSION OR HEAVY FLOWS CAUSE THE EDGES OF A DAM TO FALL TO A HEIGHT EQUAL TO OR BELOW THE HEIGHT OF THE CENTER, REPAIR IT IMMEDIATELY. IN ADDITION, BEFORE
REMOVING A CHECK DAM, REMOVE ALL ACCUMULATED SEDIMENT. REMOVE A CHECK DAM ONLY AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED. USE PERMANENT VEGETATION TO STABILIZE
THE AREA FROM WHICH THE DAM MATERIAL IS REMOVED.
ACCESS ROADS (HAUL ROADS)
PROPER MAINTENANCE MAY INCLUDE ADDING ADDITIONAL LAYERS OF STONE WHEN THE ORIGINAL STONE BECOMES COVERED WITH MUD. AFTER EACH STORM EVENT, INSPECT THE ROAD FOR EROSION AND MAKE ANY
NECESSARY REPAIRS. IT IS ALSO IMPORTANT TO CHECK AND MAINTAIN ANY BMP'S WHICH ARE USED IN CONJUNCTION WITH THIS BMP, ESPECIALLY THOSE FOR DRAINAGE. ALL SEDIMENT DROPPED OR ERODED ONTO
PUBLIC RIGHT -OF -WAYS SHOULD BE REMOVED IMMEDIATELY BY SWEEPING. IF THE STREETS IN FRONT OF THE PROJECT ARE NOT KEPT CLEAN AT ALL TIMES, CONTRACTOR WILL BE REQUIRED TO INSTALL A WASH
STATION.
SEEDING, SODDING, AND MULCHING
SEEDED, SODDED OR MULCHED AREAS SHOULD BE CHECKED FOLLOWING EACH RAIN TO ENSURE THE MATERIAL IS STAYING IN PLACE. ADDITIONAL TACKING MATERIALS OR NETTING MAY NEED TO BE APPLIED TO HOLD
THE AFOREMENTIONED MATERIALS IN PLACE. MAINTENANCE PROCEDURES SHOULD ALSO BE FOLLOWED FOR THE BMP'S WHICH ARE IMPLEMENTED TO KEEP ERODED SOIL OR CONCENTRATED RUNOFF AWAY FROM THESE
TARGET AREAS.
soils Igloo
.............
by natation. are thoroun v wet, and receive porecipitation
long-duration from
soils The fnited States are assigned to four groups
three dual classes i BID, groups
x i*41PA i i li
i R
transmission.
Group D. Soils having very slow infiltration rate (high runoff potential)
thoroughly of
R
WON Wo i
"11 i
These soils have a very slow rate of water transmission.
natural condition are in group ■ are assigned to dual classes.
j
,i
n..
� A
�
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.;A
n
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n
n
4
�A
u. t �M
�}u�2
:Mn
8
soils Igloo
.............
by natation. are thoroun v wet, and receive porecipitation
long-duration from
soils The fnited States are assigned to four groups
three dual classes i BID, groups
x i*41PA i i li
i R
transmission.
Group D. Soils having very slow infiltration rate (high runoff potential)
thoroughly of
R
WON Wo i
"11 i
These soils have a very slow rate of water transmission.
natural condition are in group ■ are assigned to dual classes.

Hs+
3
Co
■
fi
NOTES
I,ENSURE THAT CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
2. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
* 3.KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM.
R 11110 IT, ME
PLAN VIEW
MAINTENANCE:
CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS.
12" OF NCDOT #5
OR #57 WASHED STONE 1 5'
2' MAX AT
FILTER CLOTH ¢�(CO� CLASS "B" J� <QT CENTER
��oo °��� Ora
4' TO 6'
CROSS- SECTION VIEW
MATTING /
STABILAZATION
PURPOSE: TO REDUCE EROSION IN A CHANNEL BY
REDUCING THE VELOCITY OF FLOW.
DO NOT USE CHECK DAM IN INTERMITTENT OR
PERENNIAL STREAMS.
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
A B
O D °
_IIII_1111__ II C °�ODODODC
-- IIII_ -1 .III ;� °o0a�o° °o
�.IIII_ -1111_ I , _ oo OD
- ICI!= 111i-= Ilil -=
PROFILE VIEW
SEE N.C. DENR EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
r'
r
t� �p
";At
if
a•
Q 3,
rti
I
r,...
I
:1 U1 F 75 E.I.
........................................................... .......
FFP
H
{cxI
SCALE: N .T.S.
REF. DWG.
NOTES:
1. SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION
ENTRANCE EXTENDED.
NEW CONSTRUCTION
EXISTING ROADWAY 35' MIN. 15' MIN.
6" MIN. gig° cam
�'�1 lull=
ICI 112" MIN.
1111 =IIlli
FABRIC UNDER STONE
CROSS SECTION
MAINTENANCE:
ADD ADDMONAI_ STONE AND "FLUFF" TOP
DRESSING WITH 2" STONE.
SEE N.C. DENR EROSION and SEDIMENT
CONTROL. PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
NORTH
....... AMERICAN
GREEN
Tens r International Corporation warrants that at the time of delivery the product furnished hereunder shall conform to the specification stated herein.
Any other warranty including merchantability and fitness for a particular purpose, are hereby executed. If the product does not meet specifications on
this page and Tensar is notified prior to installation, Tensar will replace the product at no cost to the customer. This product specification
supersedes all prior specifications for the product described above Is and Is not applicable to any products shipped prior to January 1,
2011.
I DESIGN LIFE OF FABRIC.
SEDIMENT —
TETHER
INFLOW
JUTE OR COIR
/EMBANKMENT
' FREEBOAR
CROSS— SECTION VIEW
STRUCTURE
BAFFLES
PERSPECTIVE VIEW
BAFFLE (TYP.)
3 %IN BAFFLE DETAIL
� �
MAXIMUM DRAINAGE AREA:
10 ACRES
I
MINIMUM VOLUME:
1800 CUBIC FEET PER ACRE OF DISTURBED AREA
CITY OF RALEIGH
MINIMUM SURFACE AREA
325 SQUARE FEET PER CFS OFO PEAK FLOW
PUBLIC WORKS DEPARTMENT
MINIMUM LfW RATIO
�7
ENERGY
MAXIMUM L/W RATIO:
6:1
6" MIN. INVERT ELEVATION OF
2 FEET
REVISIONS
DEWATERING
DEWATERING MECHANISM:
SKIMMER
............
P 1-9-Z12
DISSAPATOR
5' CREST
I\
-
ZONE
BAFFLES REQUIRED:
3 MINUMUM
P1O -1 -201
SKIMMER
DESIGN LIFE'.
EMERGENCY
WIDTH
SEE NC DENR EROSION and SEDIMENT CONTROL PLANNING
and DESIGN MANUAL
SPILLWAY
FILTER FABRIC
STONE PAD
STONE W/FABRIC
INLET ZONE
35X OF SURFACE AREA
SKIMMER
FIRST
5X OF SURFACE AREA
�RG�NCY
EM
---TETHER
SECMD CHAMBER
25% OF SURFACE AREA
MW. SIZE IV P
12 " -.. SMOOTH WAtL
-.
8AF UP SIDES S AS
TO NOT ALLOW FLOW ARf,#JND
THE EN05.
'Oq
c�
F,qp
STONE ENERGY
�Oq4�
DISSIPATOR
AVERAGE AREA*
WIDTH W - L
AREA OF BASIN WATER SURFACE AT
TOP OF PRINCIPAL SPILLWAY ELEVATION
SUPPORT ROPE TO WIRE
SUPPORT POST 24" INTO
BOTTOM OR SIDES
TO PREVENT S 4^ me^
/
STAKE TO SUPPORT WIRE
I DESIGN LIFE OF FABRIC.
SEDIMENT —
TETHER
INFLOW
JUTE OR COIR
/EMBANKMENT
' FREEBOAR
CROSS— SECTION VIEW
STRUCTURE
BAFFLES
�(
3 %IN BAFFLE DETAIL
� �
MAXIMUM DRAINAGE AREA:
10 ACRES
MINIMUM VOLUME:
1800 CUBIC FEET PER ACRE OF DISTURBED AREA
CITY OF RALEIGH
MINIMUM SURFACE AREA
325 SQUARE FEET PER CFS OFO PEAK FLOW
PUBLIC WORKS DEPARTMENT
MINIMUM LfW RATIO
�7
MAXIMUM L/W RATIO:
6:1
6" MIN. INVERT ELEVATION OF
2 FEET
REVISIONS
DEWATERING
DEWATERING MECHANISM:
SKIMMER
............
P 1-9-Z12
EMERGENCY SPILLWAY
I\
-
ZONE
BAFFLES REQUIRED:
3 MINUMUM
P1O -1 -201
SKIMMER
DESIGN LIFE'.
EMERGENCY
SEDIMENT BASIN
SEE NC DENR EROSION and SEDIMENT CONTROL PLANNING
and DESIGN MANUAL
SPILLWAY
FILTER FABRIC
STONE PAD
IS 6-12 MONTHS COIR MESH OR JUTE, TRENCHED
INTO BOTFOM 00 SIDE
SEDIMENT —
TETHER
INFLOW
JUTE OR COIR
/EMBANKMENT
' FREEBOAR
CROSS— SECTION VIEW
STRUCTURE
BAFFLES
�(
PRIMARY SPILLWAY:
� �
MAXIMUM DRAINAGE AREA:
10 ACRES
MINIMUM VOLUME:
1800 CUBIC FEET PER ACRE OF DISTURBED AREA
CITY OF RALEIGH
MINIMUM SURFACE AREA
325 SQUARE FEET PER CFS OFO PEAK FLOW
PUBLIC WORKS DEPARTMENT
MINIMUM LfW RATIO
�7
MAXIMUM L/W RATIO:
6:1
6" MIN. INVERT ELEVATION OF
2 FEET
REVISIONS
DEWATERING
DEWATERING MECHANISM:
SKIMMER
............
P 1-9-Z12
EMERGENCY SPILLWAY
I\
-
ZONE
BAFFLES REQUIRED:
3 MINUMUM
P1O -1 -201
SKIMMER
DESIGN LIFE'.
EMERGENCY
SEDIMENT BASIN
SEE NC DENR EROSION and SEDIMENT CONTROL PLANNING
and DESIGN MANUAL
SPILLWAY
FILTER FABRIC
STONE PAD
SEDIMENT —
STORAGE ZONE
CROSS— SECTION VIEW
DESIGN CRITERIA
PRIMARY SPILLWAY:
STONE
MAXIMUM DRAINAGE AREA:
10 ACRES
MINIMUM VOLUME:
1800 CUBIC FEET PER ACRE OF DISTURBED AREA
CITY OF RALEIGH
MINIMUM SURFACE AREA
325 SQUARE FEET PER CFS OFO PEAK FLOW
PUBLIC WORKS DEPARTMENT
MINIMUM LfW RATIO
2:1 25
MAXIMUM L/W RATIO:
6:1
MINIMUM DEPTH:
2 FEET
REVISIONS
DATE: 7111107 DRAWN BY., WDP
DEWATERING MECHANISM:
SKIMMER
............
P 1-9-Z12
MINIMUM DEWATERING TIME:
24 HOURS
-
BAFFLES REQUIRED:
3 MINUMUM
P1O -1 -201
SKIMMER
DESIGN LIFE'.
3 YEARS MAX
SEDIMENT BASIN
SEE NC DENR EROSION and SEDIMENT CONTROL PLANNING
and DESIGN MANUAL
STD. # 40.35

LEGEND
CONTOURS
STORM MANHOLE
AREA INLET
CURB INLET
GRATED INLET
FLARED END SECTION
STORM SEWER
GRATED MANHOLE
DOWNSPOUT
DRAINAGE PIPE
SWALE /SLOPE INDICATOR
SANITARY MANHOLE
�w
EL C)
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N
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O
Q �
~ M O
O —7)
CD N
O L6 O
_71 -7)
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o � cii
M
z
moo
PROPOSED
O
Ss SS
0 CO
qL
OE OE
UE UE
UT
GAS
H GV
MGM
w w
H WV
H
(TYP)
N.T.S.
HP
LP
TW
BW
DIP
E&S LEGEND
SILTATION FENCE
SILTATION FENCE w/J HOOK
CHECK DAM
PERMANENT SEEDING WITH PROTECTIVE PS
MATTING
TEMPORARY SEEDING TS
TEMPORARY DIVERSION - -TD —
TEMPORARY SLOPE DRAIN =z)TSD =1
RIPRAP RR
W
NPDES Stornmater Discharge Permit for Construction A,cti: es (NCGOI)
SANITARY SEWER
W DEiVt MvAsiou of ter Quality
CLEAN OUT
w
UTILITY POLE
(Effoctivo Aug, 3, 011)
GUIDE WIRE
{m,w i-
OVERHEAD UTILITY
STABILIZATION
UNDERGROUND ELECTRIC
ELECTRIC MARKER
.L...+..I
ELECTRIC METER
.......
ELECTRIC BOX
,„
ELECTRIC PULL BOX
ELECTRIC TRANSFORMER
7 days
ELECTRIC MANHOLE
lz .................................. ...............................
UNDERGROUND TELEPHONE
FIBER OPTIC MARKER
CABLE MARKER
14 days
GAS LINE
GAS VALVE
14 days
GAS METER
GAS MARKER
"
WATER LINE
WATER VALVE
LYIZ.;
WATER METER
FIRE HYDRANT
SIGN
MAIL BOX
TEST HOLE
LIGHT STANDARD
FENCE
BOLLARD
AIR CONDITIONER
FLAG POLE
MONITORING WELL
PARKING METER
PLANTER
SPRINKLER CONTROL BOX
SPRINKLER
SPRINKLER VALVE
TRAFFIC CONTROL BOX
TRAFFIC POLE
YARD LIGHT
GUARD RAIL
PROPERTY LINE
EASEMENT
SETBACK
TYPICAL
NOT TO SCALE
HIGH POINT IN GRADE
LOW POINT IN GRADE
TOP OF WALL
BOTTOM OF WALL
DUCTILE IRON PIPE
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E&S LEGEND
SILTATION FENCE
SILTATION FENCE w/J HOOK
CHECK DAM
PERMANENT SEEDING WITH PROTECTIVE PS
MATTING
TEMPORARY SEEDING TS
TEMPORARY DIVERSION - -TD —
TEMPORARY SLOPE DRAIN =z)TSD =1
RIPRAP RR
W
NPDES Stornmater Discharge Permit for Construction A,cti: es (NCGOI)
W DEiVt MvAsiou of ter Quality
NEW STABILIZATION TIMEIF MES
(Effoctivo Aug, 3, 011)
SITE AREA DESCRIPTION
STABILIZATION
TiMEF AME EXCEPTIONS
perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3::1 + +
+ + +
7 days
If slopes are 1i)" or less in length and are
not steeper than 2:1,14 days are allowed.
Slopes 3 :1 or flatter
14 days
7 days for slopes greater than 50'm length.
All other areas with slopes flatter than 4 :1
14 days
None, except for perimeters. and HOW Zones.,
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40' 0' 40' 80'
SCALE: 1" = 40'
NOTE:
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES
GENERAL STORMWATER PERMIT NCGO10000.
2. THIS PAGE CAN BE APPROVED BY THE CITY
PURSUANT TO NPDES GENERAL STORMWATER PERMIT
NCGO10000 ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS
ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES
GENERAL STORMWATER PERMIT NCGO10000.
4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS
PAGE OF THE PLANS AND IT IS NOT A PART OF
THE APPROVED PLANS FOR PURPOSES OF
ENFORCEMENT ACTION UNDER THE CITY CODE.
LOT 3
NEW HOPE DEVELOPMENT PHASE 1
4201 GLOBAL STREET
PIN: 1724806010
ZONING: 1 -1
LOT 203
EAST PARK 64 BYBASS NORTH
4211 GLOBAL STREET
PIN: 1723996832
ZONING: 1 -1
Issue Date: 8/05/13
Job Number: 12 -0088
Drawn By: BSJ
Checked By: EWM
Drawing Title:
NPDES SITE SPECIFIC
EROSION CONTROL SHEET

3
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PLANT SCHEDULE
CODE I QTY. I GENUS I SPECIES ICOMMON NAME I SIZE I COND.1 COMMENTS
CANOPY TREES
A
1 18
JACER
RUBRUM
RED MAPLE
2.5" CAL. MIN.
B &B
10' HT. MIN.
B
1 8
IQUERCUS
RUBRA
RED OAK
2.5" CAL. MIN.
B &B
10' HT. MIN.
C
1 9
1 TILIA
AMERICANA
AMERICAN LINDEN
2.5" CAL. MIN.
B &B
10' HT. MIN.
EVERGREEN TREES
D 14 THUJA OCCIDENTALIS EASTERN ARBORVITAE 8' HT. MIN. I B &B
DECIDUOUS SHRUBS
E
17
IT EA
VIRGINICA
VIRGINIA SWETSPIRE
18 " -24" MIN.
CONT.
1.5' 0. C.
F
1 22
1HYPERICUM
PROLIFICUM
SHRUBBY ST. JOHNS WORT
18 " -24" MIN
CONT.
1.5' 0. C.
G
1 19
1 CEANOTHUS
AMERICANUS
NEW JERSEY TEA
18 " -24" MIN.
CONT.
2.5' 0. C.
EVERGREEN SHRUBS
H
1 72
1 KALMIA
I LATIFOLIA
IMOUTAIN LAUREL
18 " -24" MIN.
I CONT.
1.5' 0. C.
I
1 19
1 ILEX
IVOMITORIA 'NANA'
IYAUPON HOLLY
18 " -24" MIN.
I CONT.
1.5' 0. C.
INTERIOR PLANTINGS
VEHICULAR SURFACE AREA CALCULATIONS:
TOTAL VEHICULAR SURFACE AREA = 68,040 S.F.
TREES REQUIRED (1/2,000 S.F.) = 35 TREES
TOTAL TREES PROPOSED 35 TREES
SHRUBS REQUIRED (1/500 S.F.) 137 SHRUBS
TOTAL SHRUBS PROPOSED = 137 SHRUBS
MAXIMUM 40% OF TOTAL SHRUBS
CAN BE DECIDUOUS = 54 SHRUBS
TOTAL DECIDUOUS PROPOSED = 54 SHRUBS
GENERAL NOTES:
1. LANDSCAPE CONTRACTOR TO VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE BEGINNING
WORK.
2. ALL LANDSCAPE SHALL COMPLY WITH THE CURRENT EDITION OF ANSI Z 60.1 "AMERICAN
STANDARD FOR NURSERY STOCK."
3. ALL PLANTS SHALL MEET THE REQUIREMENTS OF THE STATE AND FEDERAL LAW WITH RESPECT
TO DISEASE AND INSECT INFESTATION.
4. MULCH AREAS WITH TRIPLE GROUND HARDWOOD MULCH 3" MIN. DEPTH.
5. ALL LANDSCAPE SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT.
6. FORMAL LINES AND GROUPINGS OF A SPECIES OF TREE, SHRUB, GROUNDCOVER SHALL BE
MATCHED FOR SIZE, FORM, AND COLOR.
7. ALL BACKFILL IN PLANTING BEDS AND TREE PITS SHALL BE BACKFILLED WITH PLANTING SOIL.
8. ALL STREET TREES OUTSIDE OF PLANT BEDS SHALL BE PLANTED WITH A MULCH RING.
9. REFER TO CIVIL DRAWINGS FOR ADDITIONAL UTILITY AND OTHER SITE RELATED INFORMATION.
10. ALL LANDSCAPING SHALL BE INSTALLED AS SHOWN ON THE APPROVED PLAN.
11. AT PLANTING, TREE TRUNKS MUST BE STRAIGHT WITH MINIMAL DOGLEGS.
12. WIRE BASKETS, BURLAP WRAPPINGS, ROPE, TWINE OR ANY SIMILAR SHIPPING MATERIALS SHALL
BE REMOVED BEFORE PLANTING.
13. ALL DISTURBED AREAS TO BE SEEDED UNLESS OTHERWISE NOTED ON PLANS.
14. A SPADE CUT EDGE SHALL BE CREATED AT ALL LOCATIONS WHERE PLANTING BEDS ARE
ADJACENT TO GRASS AREAS.
15. SEE CIVIL PLANS FOR TYPE AND LOCATION OF EROSION CONTROL MATERIALS.
16. DECIDUOUS UNDERSTORY TREES SHALL BE PLANTED AT LEAST 12' APART. CANOPY TREES
SHALL BE PLANTED AT LEAST 18' APART.
17. SHRUBS SHALL NOT BE PLANTED CLOSER THAN 3' ON CENTER. SHRUBS SHALL NOT BE
PLANTED CLOSER THAN 3' TO PLANTED TREES.
18. LANDSCAPE SHALL BE PLANTED IN AUTUMN AFTER LEAF FALL, CONTINUING UNTIL EARLY SPRING
BEFORE BUD BREAK.
19. EACH PRESERVED TREE SHALL BE UNIFORMLY ENCIRCLED BY A PROTECTED GROUND AREA THE
SIZE OF WHICH SHALL BE EQUAL TO THE CRITICAL ROOT ZONE OF THE TREE.
20. SEE SHEET L2.0 FOR LANDSCAPE DETAILS.
f
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B (QTY.3)
A (QTY. 6)
A (QTY.2)
C (QTY.2)
A (QTY.2)
cr
RWM
2
(QTY.5) -
S All
i All
LOT
NEW HOPE DEVELOPMENT PHASE I
4200 GLOBAL STREET w,
w.....,w i PIN: 1723890697
....... ZONING: 1 -1 r
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B QTY. 1
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..... .,.. N"
I 20' BUILDING SETBACK (40' AGGREGATE)
D (QTY. 8)
m r- o ,
ir.n. 509.....1....1............
IP �: _ ni�m;
36 W n i;........ 445.:4.5 .......................
ry 'if 'Ti A ir r.;
........
INDUSTRIAL USE
vr" ... ..- NO TRANSITIONAL ........ ._
" ..
PROTECTIVE YARD REQUIRED
B10- RETENTION PLANT SCHEDULE
CODE I QTY. I GENUS I SPECIES ICOMMON NAME I SIZE I COND.1 COMMENTS
A -1
950
COREOPSIS
LANCEOLATA
LANCELEAF COREOPSIS
2.25 "x3.75"
PLUG
1.5' 0. C.
B -1
900
CAREX
GRAYI
BUR SEDGE
2.25 "x3.75"
PLUG
1.5' 0. C.
C -1
940
AMSONIA
TABERNAEMONTANA
EASTERN BLUE STAR
2.25 "x3.75"
PLUG
2.5' 0. C.
D -1
730
BOLTONIA
DIFFUSA
DOLL'S DAISY
2.25 "x3.75"
PLUG
2' 0. C.
E -1
1 580
ICHASMANTHIUM
LATIFOLIUM
I RIVER OATS
2.25 "x3.75"
I PLUGI
1.5' 0. C.
GENERAL NOTES:
1. ALL BIORETENTION LANDSCAPE AND ASSOCIATED SPECIFICATIONS ARE TO FOLLOW THE NCDENR
STORMWATER BMP MANUAL.
LOT 202
EAST PARK 64 BYBASS NORTH
4210 GLOBAL STREET
PIN: 1723993170
ZONING: 1 -1
ft
II
I:
l'
CD LI Clv
m
m a I
Q `I
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D TY 6)15
In
S85'05'1 9 1
27.41'
I
L =206. 2'
R =425'
D =27 °46'29"
C11 =20 . '
S71' 12 04 "E
I
40' 0' 40' 80'
SCALE: 1" = 40'
LOT 3
NEW HOPE DEVELOPMENT PHASE 1
4201 GLOBAL STREET
PIN: 1724806010
ZONING: I -1
1
BC WNSiRUCTION
GROUP
o
2150 Schuetz Road, Suite 200
St. Louis, Missouri 63146
314.878.3500
www.mha.us.com
r n
CIVIL:
tiy m
-e°
401 S. 18th Street, Suite 200
AT
St. Louis MO 63103
314.984.9887
,vry 314.984.0587 fax
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SMITH/ROBERTS & ASSOCIATES, INC.
Flagstaff Business Park 1410 Hancel Parkway
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Mooresville, IN 46158
" 317.951.1043
rnn / )� 317.951.2160 fax
�\ MEP:
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MECH., ELEC., ENG. CONSULTANT S P
C
1415 Goldsmith
./ "
„......:.+ ""
Plymouth, , MI 4 8170
1 011.: 734.454.5516
"j
Ai _ .r 734.454.5517 fax
EXISTING TREE TO REMAIN TYP. "�` FIRE PROTECTION:
/ AND ARE PART OF EXISTING STREET
PROTECTIVE YARD.
EXISTING TREE ( #1) TO BE
REMOVED AND RELOCATED
:...r
RELOCATED EXISTING TREE ( #1)
/
I W
O
EXISTING TREES TO REMAIN (TYP.)
AND ARE PART OF EXISTING STREET
PROTECTIVE YARD.
Z
LOT 2
NEW HOPE DEVELOPMENT PHASE I
4205 GLOBAL STREET
PIN: 1723991957
ZONING: 1 -1
RELOCATED EXISTING TREE ( #2)
EXISTING TREE ( #2) TO BE
REMOVED AND RELOCATED
EXISTING TREE TO REMAIN (TYP.)
AND ARE PART OF EXISTING STREET
PR�TIVE YARD -
LOT 203
EAST PARK 64 BYBASS NORTH
4211 GLOBAL STREET
PIN: 1723996832
ZONING: 1 -1
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Issue Date: 8/05/13
Job Number: 12 -0088
Drawn By: BSJ
=Checked EWM
Drawing Title:
LANDSCAPE PLAN
L1.0
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EXISTING TREES TO REMAIN (TYP.)
AND ARE PART OF EXISTING STREET
PROTECTIVE YARD.
Z
LOT 2
NEW HOPE DEVELOPMENT PHASE I
4205 GLOBAL STREET
PIN: 1723991957
ZONING: 1 -1
RELOCATED EXISTING TREE ( #2)
EXISTING TREE ( #2) TO BE
REMOVED AND RELOCATED
EXISTING TREE TO REMAIN (TYP.)
AND ARE PART OF EXISTING STREET
PR�TIVE YARD -
LOT 203
EAST PARK 64 BYBASS NORTH
4211 GLOBAL STREET
PIN: 1723996832
ZONING: 1 -1
a
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GaB`
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i
Issue Date: 8/05/13
Job Number: 12 -0088
Drawn By: BSJ
=Checked EWM
Drawing Title:
LANDSCAPE PLAN
L1.0
L1.0

QUANTITY OF GROUNDCOVER AND SPACING AS NOTED IN PLANTING
SCHEDULE
MULCH
z
B1
L2.0
3
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co
0
0
J
0
Z
ZI T1
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0
0
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Z N N
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m N
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0
=3 V)
Z
moo
PLANT SPACING (NTS)
SEE PLANT SCHEDULE FOR SPACING
GROUNDCOVER PLANTING
0 3" 6" 1'
PLANT CENTER
PLANT ROW
PLANT SPACING ALL
EQUAL OR AS SHOWN ON
PLANTING PLAN
SET PLANT AT ORIGINAL
DEPTH
POTTED GROUNDCOVER
PLANT
PLANTING SOIL MIX AS
SPECIFIED — SEE SHEET
L6.0
EXISTING SOIL
RUBBER HOSE
TREE PIT
ROOT BALL
STAKE
3 GUY WIRES
TREE WRAP
SET TREE CROWN
AT ORIGINAL DEPTH
N MULCH 2" DEPTH, DO NOT
PLACE MULCH AGAINST TRUNK
SOIL SAUCER 4" DEEP
PLANTING SOIL MIX
45° EXISTING GRADE
3 STAKES
I— =III 11 =11 —III= (OPTION, METAL ANCHORS)
—III II —I � . III 1= III =11
I III —III REMOVE BURLAP & TIES
j_ III =1�1 ICI III = FROM TOP OF BALL ONLY
1— —III j= EXISTING SOIL
— S REQUIRE �= AUGER HOLE
1' -0"
PLANTING SOIL
LARGE DECIDUOUS TREE PLANTING (3" CAL.)
0 3' 6 12'
+
A2
L2.0
WIDTH OF ROOT BALL
LAWN
TREE WRAP
3" DEEP MULCH
SOIL SAUCER 4" DEEP
PLANTING SOIL
SEE SHEET L6.0
TREE IN LAWN
0 1.5' 3' 6'
FINISHED GRADE
SPADE CUT EDGE
MINIMUM 6" DEPTH
mIm �11j�w0m]Em
NOT TO SCALE
MULCH PLANTING BED,
3" MINIMUM DEPTH
EXISTING OR PLANTING
SOIL
NUMBER OF PLANTS
SPACING "D" ROW "A" PER SQ. FT.
18" O.C. 15.6" 0.50
12" O.C. 10.4" 1.15
10" O.C. 8.7" 1.66
NOTES:
8" O.C. 6.9" 2.60
PLANT QUANTITIES WERE DETERMINED BY MULTIPLYING AREA (SQ. FT.)
BY NUMBER OF PLANTS PER SQ. FT. FOR REQUIRED SPACING
QUANTITY OF GROUNDCOVER AND SPACING AS NOTED IN PLANTING
SCHEDULE
PLANT SPACING (NTS)
SEE .PLAN FOR SPACING
PLANT CENTER
PLANT ROW
PLANT SPACING ALL
EQUAL OR AS SHOWN ON
PLANTING PLAN
SET SHRUB AT ORIGINAL
DEPTH
MULCH
POTTED GROUNDCOVER
PLANT
PLANTING SOIL MIX AS
SPECIFIED — SEE SHEET
`° =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 I -1 L6.0
C3 ORNAMENTAL GRASS PLANTING EXISTING SOIL
L2.0 OLF
TREE PIT
ROOT BALL
STAKE
SPACING
RUBBER HOSE
3 GUY WIRES
3 STAKES
TREE WRAP
MULCH 2" DEPTH, DO NOT
PLACE MULCH AGAINST TRUNK
SOIL SAUCER 4" DEEP
PLANTING SOIL MIX
EXISTING GRADE
REMOVE BURLAP & TIES
FROM TOP OF BALL ONLY
EXISTING SOIL
AUGER HOLE
PLANTING SOIL
1 0"
A3 FLOWERING /ORNAMENTAL TREE PLANTING
0 3' 6' 12'
(<3" CAL.)
MULCH
04
L2.0
C/
L1
4
QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING
SCHEDULE
SHRUB SPACING (NTS)
SEE PLAN
FOR SPACING
12" MIN
SHRUB PLANTING
0 3' 6' 12'
PLANT CENTER
PLANT ROW
SHRUB SPACING ALL
EQUAL OR AS SHOWN ON
PLANTING PLAN
SET SHRUB AT ORIGINAL
DEPTH
PLANTING SOIL MIX —
SEE SHEET L6.0
ROOT BALL
EXISTING SOIL
1' -611 1' -0" 1' -0" 1' -611
EVERGREEN TREE PLANTING
0 3' 6' 12'
TREE PIT
ROOT BALL
STAKE
OWN AT ORIGINAL
:PTH, DO NOT PLAC
ST TRUNK
4" DEEP
L MIX
DE
AP & TIES
BALL ONLY
1
BC WNSiRUCTION
GROUP
Issue Date:
8/05/13
2150 Schuetz Road, Suite 200
St. Louis, Missouri 63146
314.878.3500
www.mha.us.com
CIVIL:
COLE Design Group, Inc
401 S. 18th Street, Suite 200
St. Louis, MO 63103
314.984.9887
314.984.0587 fax
STRUCTURAL:
SMITH /ROBERTS & ASSOCIATES, INC.
Flagstaff Business Park 1410 Hancel Parkway
Mooresville, IN 46158
317.951.1043
317.951.2160 fax
FIRE PROTECTION:
O
LL
U
LLJ
O
W
Z
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D f0 i'l� �e.e \J'�L
2
ii
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CV W
J
L1.0
Issue Date:
8/05/13
Job Number:
12 -0088
Drawn By:
BSJ
Checked By:
EWM
Drawing Title:
LANDSCAPE
DETAILS
L1.0

LINE TABLE
LINE
BEARING
LENGTH
L1
S09'11 1'36"W
25.80'
L2
N66'30'06 "W
1522.99'
L3
N62'42'16 "W
203.98'
L4
N00'23'03 "W
54.30'
L5
N83'40'23 "E
19.34'
L6
S3938'00 "E
60.77'
L7
S42'1 4'28 "E
124.30'
L8
S46'58'08 "E
75.28'
L9
S50'29'40 "E
100.73'
L10
S54'30'54 "E
100.90'
L11
S5854'07 "E
125.87'
L12
S62'09'18 "E
32.78'
L13
S62'44'39 "E
202.53'
L14
56638'02 "E
219.89'
L15
S23'29'54 "W
25.00'
L16
S66'30'06 "E
1296.47'
L17
N20'14'17 "E
33.33'
L18
N11'45'35 "E
59.66'
L19
N25'57'10 "E
39.73'
L20
N12'42'56 "E
22.63'
L21
N1 4'21'05 "E
39.39'
L22
N32'38'21 "E
23.30'
L23
N42'41'00 "E
14.17'
L24
N15'15'22 "W
24.26'
L25
N38'25'14 "E
28.87'
L26
N00'04'12 "E
21.61'
L27
N39'14'42 "E
38.70'
L28
N18'33'00 "E
15.16'
L29
586'50'59 "W
20.13'
L30
S38'58'08 "W
46.42'
L31
S00'04'1 2 "W
21.77'
L32
S38'25'1 4 "W
32.03'
L33
S15'15'22 "E
23.31'
L34
534'06'26 "W
33.07'
L35
S1 4'21'05 "W
42.89'
L36
S1 2'42'56 "W
20.72'
L37
S25'1 4'56 "W
40.89'
L38
S11'59'16 "W
59.42'
L39
S20'14'17 "W
30.76'
L40
S20'14'17 "W
25.19'
L41
S66'30'06 "E
20.04'
L42
N20'12'48 "E
25.20'
L43
S16'19'38 "W
25.41'
L44
566'30'06 "E
20.16'
L45
N16'19'38 "E
25.42'
L46
N1738'34 "E
103.36'
L47
N11'18'50 "E
39.67'
L48
N18'19'18 "E
25.66'
L49
N1 1'52'55 "E
29.04'
L50
N44'29'42 7E
51.82'
LINE
BEARING
LENGTH
L51
N14'47'44 "W
30.38'
L52
N3646'57 "E
15.62'
L53
N00'01'37 "E
20.37'
L54
N35'42'10 "E
34.87'
L55
N56'08'53 "W
20.00'
L56
S33'51'07 "W
20.82'
L57
S38'44'06 "W
19.40'
L58
S00'01'37 "W
20.75'
L59
S36'46'57 "W
18.64'
L60
S1 447'44 "E
28.66'
L61
S44'29'42 "W
43.18'
L62
S28'53'28 "W
6.13'
L63
S11'40'23 "W
30.57'
L64
518'19'18 "W
25.73'
L65
S11'18'50 "W
39.59'
L66
S1 8'48'05 "W
54.09'
L67
S16'19'38 "W
46.35'
L68
N89'34'42 "E
20.87'
L69
S1 6'59'09 "E
9.21'
L70
540'55'12 "W
26.16'
L71
S25'15'41 "E
27.23'
L72
S00'50'53 "W
56.22'
L73
S29'33'07 "W
30.38'
L74
S23'07'06 "W
39.26'
L75
525'20'18 "W
14.38'
L76
S06'1 2'56 "E
5.73'
L77
S12'09'15 "E
15.36'
L78
S1 0'42'29 "E
34.40'
L79
S06'53'51 "E
34.48'
L80
508'21'17 "W
24.80'
L81
S03'35'22 "E
41.30'
L82
S52'06'1 8"W
37.58'
L83
S00'56'1 6 "E
27.28'
L84
S1 8'35'24 "W
40.93'
L85
S30'06'58 "W
28.81'
L86
S23'02'30 "W
6.91'
L87
N61'07'35 "W
20.10'
L88
N23'02'30 "E
6.11'
L89
N30'06'58 "E
28.03'
L90
N1835'24 "E
35.47'
L91
N00'56'16 "W
28.69'
L92
N26'17'56 "E
9.41'
L93
N52'06'18 "E
31.60'
L94
NO3'35'22 "W
32.82'
L95
N08'21'17 "E
24.21'
L96
N06'53'51 "W
31.14'
L97
N10'42'29 "W
33.48'
L98
N12'09'15 "W
16.14'
L99
N06'1 2'56"W
12.42'
L100
N25'20'18 "E
19.64'
LINE
BEARING
LENGTH
L101
N22'12'22 "E
35.05'
L102
N2933'07 "E
31.37'
L103
N00'50'53 "E
46.46'
L104
N25'15'41 "W
35.63'
L105
N40'55'12 "E
28.13'
L106
N16'59'09 "W
4.10'
L107
S73'22'25 "W
4.88'
L108
S24'53'31 "E
63.95'
L109
SO4'1 8'52"W
3.36'
L110
534'11'13 "W
10.73'
L111
S23'51'49 "W
45.88'
L112
S2449'1 4"W
42.45'
L113
S05'38'39 "E
42.65'
L114
S15'22'14 "E
19.94'
L115
S10'42'18 "E
28.05'
L116
S07'00'01 "E
16.78'
L117
S08'20'43 "W
21.06'
L118
S45'58'11 "W
6.41'
L119
S26'1 6'43"W
45.19'
L120
S00'55'39 "W
32.19'
L121
S25'30'36 "W
40.77'
L122
S55'27'41 "E
20.34'
L123
N26'36'42 "E
29.65'
L124
N22'58'04 "E
19.12'
L125
N00'55'39 "E
31.59'
L126
N26'16'43 "E
37.22'
L127
N4558'11 "E
11.86'
L128
NO2'28'26 "W
6.86'
L129
N08'20'43 "E
22.16'
L130
N07'00'01 "W
20.12'
L131
N11'54'16 "W
29.63'
L132
N13'31'28 "W
18.89'
L133
N05'38'39 "W
35.50'
L134
N24'49'14 "E
37.17'
L135
N23'51'49 "E
45.21'
L136
N33'54'38 "E
13.66'
L137
N0427'02 "E
13.49'
L138
N24'53'31 "W
57.96'
L139
N33'37'44 "E
10.47'
L140
57655'11 "W
24.61'
L141
N07'1 5'20"W
42.80'
L142
N60'02'08 "E
40.91'
L143
N78'04'40 "E
59.11'
L144
N81'47'52 "E
83.21'
L145
588'00'23 "E
104.53'
L146
S87'39'02 "E
97.98'
L147
N88'06'33 "E
83.19'
Ll 481
S8758'43 "E
22.32'
L149
N09'11'36 "E
20.16'
L150
589'01'40 "W
108.60'
LINE
BEARING
LENGTH
L151
N87'39'02 "W
97.31'
L152
N88'00'23 "W
106.37'
L153
S81'47'52 "W
85.64'
L154
S78'04'40 "W
62.50'
L155
S62'26'35 "W
60.75'
L156
S07'18'19 "W
12.58'
L157
S44'1 9'56 "E
11.13'
L158
S06'44'51 "E
34.05'
L159
S1 3'38'00 "E
4.92'
L160
S13'38'00 "E
37.33'
L161
S44'05'35 "E
25.12'
L162
S02'47'44 "E
11.26'
L163
S57'20'09 "E
18.35'
L164
S01'08'51 "W
26.69'
L165
S79'50'53 "E
14.42'
L166
S16'59'09 "E
32.71'
L167
N88'58'59 "E
20.80'
L168
N16'59'09 "W
50.66'
L169
N79'50'53 "W
9.56'
L170
N01'08'51 "E
20.80'
L171
N57'20'09 "W
19.24'
L172
N00'00'00 "E
8.05'
L173
N44'06'17 "W
27.80'
L174
N1 3'38'00 "W
32.44'
L175
N00'35'1 9 "E
36.95'
L176
N57'56'43 "W
11.84'
L177
N14'15'47 "W
20.29'
L178
N39'02'07 "W
19.78'
Ll 791
N20'06'44 "W
52.86'
Ll 801
N08'50'14 "W
28.90'
L181
N43'50'57 "W
6.29'
L182
S53'08'36 "W
30.12'
L183
S69'20'37 "W
76.59'
L184
S68'04'1 6 "W
130.18'
L185
S73'43'30 "W
249.38'
L186
S76'40'25 "W
75.87'
L187
S73'12'01 "W
138.21'
L188
S59'46'41 "W
48.40'
L189
S71'52'11 "W
74.20'
L190
571'35'35 "W
59.42'
L191
S74'39'1 4 "W
77.70'
L192
S76'49'01 "W
106.57'
L193
S88'1 O'11 "W
75.01'
L194
N77'29'49 "W
25.54'
L195
S20'46'44 "W
35.23'
L196
S42'54'46 "W
35.69'
L197
S59'40'46 "W
37.23'
L198
S68'30'42 "W
62.51'
L199
S74'41'06 "W
26.36'
L200
S78'06'27 "W
23.97'
LINE
BEARING
LENGTH
L201
S69'58'1 3"W
54.21'
L202
S64'53'34 "W
38.40'
L203
S70'25'21 "W
22.85'
L204
S56'33'1 0 "E
24.90'
L205
N71'08'09 "E
8.84'
L206
N64'53'34 "E
38.25'
L207
N71 *14'27 "E
30.68'
L208
N68'14'26 "E
21.76'
L209
N76'13'18 "E
50.85'
L210
N68'30'42 "E
65.13'
L211
N59'40'46 "E
41.72'
L212
N42'54'46 "E
42.44'
L213
N21'23'11 "E
21.97'
L214
S77'29'49 "E
10.56'
L215
N88'10'11 "E
79.51'
L216
N76'49'01 "E
108.94'
L217
N74'39'1 4 "E
78.62'
L218
N71'35'35 "E
59.91'
L219
N71'52'11 "E
76.27'
L220
N59'46'41 "E
47.97'
L221
N74'18'49 "E
64.31'
L222
N72'10'07 "E
71.34'
L223
N76'40'25 "E
75.88'
L224
N72'08'51 "E
118.77'
L225
N75'09'1 0 "E
131.67'
L226
N68'04'16 "E
131.20'
L227
N69'20'37 "E
79.21'
L228
N53'08'36 "E
2.80'
L229
S20'06'44 "E
62.46'
L230
S39'02'07 "E
18.72'
L231
S14'15'47 "E
23.91'
L232
S57'56'43 "E
8.65'
L233
S00'35'1 9 "W
30.61'
L234
N76'55'11 "E
20.58'
L235
S76'55'11 "W
20.58'
L236
N7655'11 "E
20.58'
L237
N68'18'28 "E
39.92'
L238
N70'38'54 "E
64.27'
L239
N68'47'31 "E
57.55'
L240
N76'41'40 "E
47.97'
L241
N64'34'1 2 "E
54.32'
L242
N53'16'16 "E
32.50'
L243
N13'57'10 "E
20.01'
L244
N68'01'36 "W
67.86'
L245
N73'40'15 "W
62.16'
L246
N85'37'18 "W
129.19'
L247
S87'37'22 "W
90.20'
L248
N89'19'20 "W
43.75'
L249
S84'04'48 "W
56.00'
L250
N88'18'56 "W
16.83'
LINE
BEARING
LENGTH
L251
S40'33'1 3 "E
27.01'
L252
N84'04'48 "E
56.18'
L253
S89'19'20 "E
43.13'
L254
N87'37'22 "E
89.55'
L255
S85'37'1 8 "E
125.92'
L256
S73'40'1 5 "E
59.09'
L257
S68'01'36 "E
48.79'
L258
S63'1 5'35 "W
70.16'
L259
S76'50'07 "W
47.15'
L260
S68'41'55 "W
57.89'
L261
S70'50'21 "W
38.87'
L262
S70'21'34 "W
26.98'
L263
S62'41'55 "W
16.50'
L264
S79'38'38 "W
8.50'
L265
S68'05'32 "W
25.54'
L266
S50'29'40 "E
22.82'
L267
N00-00'00" El
0.00'
W0_
YZ � A7
TREE CONSERVATION AREAS
TOTAL TRACT ACRES = 40.2 AC /100.0%
TOTAL ACRES REQUIRED = 4.02 AC /10.0%
PRIMARY TREE CONSERVATION AREA 20'
WIDE NEUSE RIPARIAN BUFFER ZONE 2
PRIMARY TREE CONSERVATION
AREA 25' WIDE SHOD 2 YARD
PRIMARY TREE CONSERVATION
AREA 50' WIDE SHOD 1 YARD
= 2.18 AC /5.4%
= .74 AC/ 1.8%
= 1.20 AC /3.0%
NnTI rF-
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY
OF THE CONTRACTOR NEITHER THE OWNER NOR THE
ENGINEER SHALL BE EXPECTED TO ASSUME ANY
RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS
ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES,
OR OF ANY OTHER PERSONS.
IVC0119-1
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AS
DISCLOSED BY AVAILABLE UTILITY COMPANY RECORDS AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE COMPANY. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR
ACCURACY THEREOF. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER
IMMEDIATELY IF A CONFLICT IS APPARENT.
BENCHMARKS:
BM 1
ARROW ON HYDRANT AT THE SOUTHWEST CORNER OF THE
INTERSECTION OF GLOBAL STREET AND SOUTH NEW HOPE
ROAD.
ri ry - ')lr, dz nir_vn 00 IIATMA
TREE CONSERVATION NOTE
PRIMARY TREE CONSERVATION AREA - 4.12 RECORDED IN
BM2008 PG 1421 -23
SRQ'45'19 "F
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IN FEE SIMPLE 9Y EE ($ RECOROEO IN TTi
REGISTER Or DEED 6 W KC COUNTY, NCR
OTHCROSE AS MOWN Bt~ OW .AND AS +CH,
RIGHY TO 6ONVEY THE PROPERTY IN FE $IMP
THE OEDICATOR(S) WILL. WARR LMT AND
AGAINST _TH9 LL�A4y L .OLAiMO.� AL P?&F(N,C
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VNL03 EXCEPTED HEREIN AND THAT 8Y SUeN
PLAY OR MAP FOR APPROVAL I . (WI 00 MR
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TO WHICH THd CITY MAY Of T� O� A LOw
V$ED AND UPON AC;CUTANCE THERE6 IN A
ALL CITY POLICIES, OROINANCtl' REGULATION
SMIfJtNN HEREON FOR "IIt VSK ANO 8 h1EFi U 017 TO
OONDITIONS Or SUOSECT'ION$ B), C), (q) AND (F Of CTI,
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STATE OF NORTH CAROLINA WAKE COUNTY
I THQMA$ A ODUTTLIN R, QERTIF`l� THAT THIS PLAY
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MADE UNDER MY SUPERVISION (OECD DEaCOOPON A
IN 806K .1300. PAOIC 1725 THAI' THd 0OUNDARIF;
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WITNE$3 MY ORIGINAL. SIGNATURE. R GtSTRATiON NUMBER AND
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FLOO D HAZARD SIATEMT1
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(NF'IP) FOR NQR114 CAROLINA, FLOOD INSURANCE RATC MAP (FIRM)
#3720112444) AND ON MAP 3720112M4 (COMMUNITY ID Na 370243 -
CIFTy Of RA L I {,, NC) WI ry AN EFFE9I11VC DATE Or MAY 2', 2000. THIS
$ A ENT ! 8ASEL) ON T C RESULTS Of GRAPHIC PLO`�TINc3 ONTO THE
ABO NAME MAP AN
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3 PARK
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!`� REOISTE Or DEEDS t i WA -NV
Irl(AMI �1t7N PRt�VIpED Tel NOR
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I MEASURES WILL OK MAINTAINED SY " OWNER Or
1WNER) aR THE PROPERTY OWNER' ASSOCIA110%
BOOKM2010 PAGI :99723
THIS PLAT RECORDED IN BM
M.E� 2008 , ; 4
M.I. ?04 PA.
PRI . AIRY TREK CON RVATIQN AREA 21
1NIp NEU$4 R P BUFFER fONC t�[ .. i M 4Q S 21 1 2 C.R
►,
PRIMARY TREE CONSERVATION
` �. ► ,�
MEA 2V 03 SHOO 2 YARD
PEI4 MA 2000, PAGE$ 1421 -14231 W.C.R.
PRIMARY TREK COWAVA1'!ON
M.B.
AREA 54' WID9 SHOO 1 YARD
Ad e►ovo
FLOO D HAZARD SIATEMT1
AIxP& M 00 THIS PROPERTY 19 LOCATED WITHIN A FEMA DESIGNATED ZONE
HAZARD AREA AS $HOWN ON NATIONAL FLOOD INSURANCE PROGRAM
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Copyright ©2013 by M +H Architects, Inc.
1" = 1' -0"
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PRE -FIN. STANDING SEAM MTL.
2x8 TREATED WD. BLOCKING W/
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NORTH ELEVATION
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OT rr-IVIM
GENERAL ELEVATION NOTES:
1. ALUM. DOOR & WINDOW FRAMING SHALL BE KAWNEER 451T SYSTEM OR APPROVED EQUAL.
2. ALL ALUMINUM FRAMING SHALL BE CLEAR CLASS 1 ANODIZED. VERIFY FINISH W/ OWNER.
3. ALL EXTERIOR GLASS SHALL BE 1" INSULATED UNITS W/ GRAY REFLECTIVE COATING. VERIFY
COLOR W/ OWNER.
4. PROVIDE MAPES SUPER LUMIDECK, PRE - ENGINEERED HANGER ROD SUPPORTED CANOPIES
OR APPROVED EQUAL. COLOR: "PETERBILT RED"
SOUTH ELEVATION
1/8" = 1' -0"
) PIPE
,RD -
/ A2.1
LINK
3
w
N. STANDING SEAM
OOF BY PEMB
EAVE HT.
120'- 0"
N. SHT. MTL.
R & DOWNSPOUT
AB
N. MTL. RAKE
\ BY PEMB
N. MTL. WALL
S BY PEMB
0.) REINF. CMU
3T FLOOR
100' - 0"
'E -FIN. STANDING SEAM
L. ROOF BY PEMB
OM. EAVE HT.
120'- 0"
E -FIN. MTL. RAKE
SCIA BY PEMB
UM. WINDOW FRAME
1" INSUL. GLASS
FIRST FLOOR
100' - 0"
2 VVCJ I CLC Vr� I IVIV
1/8" = 1' -0"
1/8" = 1' -0"
IN. STANDING SEAM
ROOF BY PEMB
EAVE HT.
120'- 0"
IN. SHT. MTL.
=R & DOWNSPOUT
MB
IN. MTL. WALL
_S BY PEMB
�M.) REINF. CMU
:RN (PTD.)
ST FLOOR
100' - 0"
-FIN. STANDING SEAM
ROOF BY PEMB
M. EAVE HT. AL
120'- 0"
BRACING BEHIND
L BY PEMB
-FIN. MTL. WALL
ELS BY PEMB
IOM.) REINF. CMU
URN (PTD.)
IRST FLOOR
100' - 0"
Issue Date: -- /- - / - - --
Job Number: 11004.10
Drawn By: Author
Checked By: Checker
Drawing Title:
ELEVATIONS