20031324 Ver 1_COMPLETE FILE_20031028

W A r? Michael F. Easley, Governor
0 R
OC? QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
C
CO Alan W. Klimek, P. E. Director
Division of Water Quality
0 -? Colleen H. Sullins, Deputy Director
Division of Water Quality
February 21, 2004
Carolina Investment Properties, Inc.
16 South Main Street
Lexington, NC 27292
Dear Sir or Madam;
RE: Final stormwater plan approval
Truliant Corporate Headquarters on Hanes Mall Blvd.
Forsyth County
DWQ # 03-1324
Staff of the Division of Water Quality have reviewed the modified stormwater
management plan submitted by your engineer (Ted Sanchez, Little Diversified Architectural
Consulting) dated January 28, 2004 (received February 10, 2004). This plan satisfies the
condition of the 401 Water Quality Certification issued to you on November 12, 2003. As stated
in that Certification, this stormwater management facility must be constructed and operational
and the stormwater management plan implemented. All other conditions of the Certification are
still applicable and must be followed.
Please call me at 919-733-9646 if you have any questions.
Si r o s,
on Dome
Cc: Ted Sanchez, Little Diversified Architectural Consulting, 815 Westpark Drive, Charlotte,
NC 28217
Asheville Field Office US Army Corps of Engineers
Alan Johnson; DWQ Mooresville Regional Office
File copy
Central files
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone]
Customer Service
1-877-623-6748
z A ?? x
WETLANDS/ 401 GROUP
FEB 1 0 2004
WATER QUALITY SECTION
LITTLE'"
DIVERSIFIED ARCHITECTURAL CONSULTING
Letter of Transmittal
From:
Little Diversified Architectural Consulting
5815 Westpark Drive Date:
01/28/2004 Job Number:
132.6958.00
Charlotte, NC 28217 Attention: Mr. John Dorne , PE
To: NC DENR/Division of Water Quality, Wetlands Unit Re: Truliant Corporate Head uaters
1621 Mail Service Center Stormwater Management Permit Application
Raleigh, NC 27699-1621 DWQ Project # 03-1324

WE ARE SENDING YOU:
® Attached ? Under separate cover via
? Shop Drawings ? Prints ? Samples ?
? Copy of Letter ? Change Order ® Other
fTN3??
the following items:
Specifications
Copies Date Number Description Action Req'd
1-Original 01/08/2004 Stormwater Permit Application (signed & notarized
1 10/21/2003 Meeting Minutes Todd St. John
1 01/16/2004 401 Water Quality Certification

THESE ARE TRANSMITTED AS CHECKED BELOW:
? For approval ? Approved as submitted
® For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ? Not marked
? For bids due
REMARKS:
? Resubmit _ copies for approval
? Submit _ copies for distribution
? Return _ corrected prints
? Prints returned after loan to us
The attached are additional information for your review of the subject project's Stormwater Management Plan (Water Quality
Pond Plans and Permit Application submitted to NCDENR in December 2003). Please call if you have any questions
(704.561.3468).
COPY TO ?f
David Powlen - Little Signed:
Printed Name: Ted Sanchez Jr., fjf
Email: [e-mail]/
enclosures are not as noted, please notify us.
Land Development
Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: I !g LA t--1AQ-T- (.ate Fc?e--AC 't? "'tE AL'?- a u'4'r?g:lCC'?'-
Contact Person: \k Phone Number: (104) Seto - 3? ?o E->
For projects with multiple basins, specify which basin this worksheet applies to: Asksilzi t3
elevations
Basin Bottom Elevation 3, _ ft.
Permanent Pool Elevation :79 L" Q ft.
Temporary Pool Elevation 1!'7 . ZS ft.
areas
Permanent Pool Surface Area l sq. ft.
Drainage Area lZ : 1 ac.
Impervious Area . 7-4 ac.
volumes
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
Permanent Pool Volume 3!!51- Z(? cu. ft. (combined volume of main bcr sin and forebay)
Temporary Pool Volume Z 1 O cu. ft. (volume detained above the permanent pool)
Forebay Volume (e 09Z cu. ft. (approximately 20% of total volume) \
C --k i_- 2 ?:?? I-t ? ? la J -771 "A rT tzxr.3A'(
Other parameters
SA/DA1 .z- "-74 Q (surface area to drainage are a ratio from DWQ table)
Diameter of Orifice , t;' in. (2 to 5 day temporary pool draw-down required)
Design Rainfall l t C2-in.
Design TSS Removal 2 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4
Footnotes:
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H.1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
C, d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow
calculations)
-- - f. The basin length to width ratio is greater than 3:1. (U'&,-rtk
1t?5 g. The basin side slopes above the permanent pool are no steeper than 3:1. /
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
-J j. A trash rack or similar device is provided for both the overflow and orifice.
IJ k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does does not
This system (check one) 0 does does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 'Z, ZS'-feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads Z:ZS-feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
Sediment Re oval El.1?3? ???? V
-------------- Sediment Removal Elevation
-fB, -7 5 75%
Bottom Ele anon,J ------ --------------------------------
L 174
Bottom Elevation T3X- 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: I b(IM,45/ Be. Ck
/iP5, c?edf
Title: 5en/io' V,`L,e
Address: 2019' } O&L5 PIAZA ,t 0dev.4d , Vv!;1,fW - 51e.&t NC 27103
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, ?Q Y? i1 "tin C d a ? V , a Notary Public for the State of ?'c b?Cti
County of , do hereby certify that 0 f'r1 heck
personally appeared before me this P')- day of klYlU[t rt i , Zi,,O , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 2 Z 0 0
Form SWU-102 Rev 3.99 Page 4 of 4
Date: 8•?e« a?.•--, ZL1p
LITTLE-
DIVERSIFIED ARCHITECTURAL SUMeeting Minutes

October 21, 2003
To: Todd St. John, North Carolina Department of Environment and Natural Resources,
Wetlands/401 Certification Unit
From: Ted Sanchez Jr.
Subject: Truliant Corporate Headquarters, Water Quality Pre-submittal Meeting
Meet with Todd St. John to discuss storm water quality requirements for the project site. The meeting
was held at 10:00 am, October 21, 2003, at NCDENR's office located at 2321 Crabtree Blvd, Suite 250,
Raleigh, NC. Carolina Investment Properties, Inc. is the property owner.
The project work includes the development of approximately 17 acres located at the northeast quadrant
of Hanes Mall Blvd and Interstate 40, in the City of Winston-Salem, Forsyth County, NC. The proposed
development will consist of an approximately 160,000 sf, 2-story office building, along with associated
parking and a public roadway extension leading from Hanes Mall Blvd to the project site. The public
roadway extension includes a stream crossing over a FEMA regulated floodway (Burke Creek) which is
currently being designed by Stimmel Associates, PA (SAPA). Site development is by Little Diversified
Architectural Consulting (Little).
It was determined through previous meetings with the NCDENR, the Owner, SAPA and Little that the
crossing of Burke Creek will require 401 Water Quality Certification. It was also determined that
development of the office site must incorporate storm water management for water quality requirements
in order for approval of the 401 permit. (Quantity control requirements are not required by NCDENR for
the project.)
We discussed the schematic plan for the proposed water quality pond (wet pond). Storm water run-off
from the majority (approximately 12 acres of the 14 developed acres) of the site would be directed to the
proposed wet pond. All off-site storm water drainage would be routed around or through the site to the
existing drainage ways. Design requirements for Wet Detention Basins listed in the NCDENR Stormwater
Best Management Practices Manual, would be utilized for the final wet pond design. Mr. St. John agreed
with the design approach and the general schematic layout.
Mr. St. John stated that NCDENR did not have any water "quantity' requirements for the project (the City
would regulate whether any water quantity requirements that would be necessary), and that a Stormwater
Management Permit Application and Operation and Maintenance Agreement would need to be submitted
by the Owner.
Mr. Sanchez stated that SAPA would submit the stream crossing plans and 401 permit application within
the next few weeks and that Little would prepare and submit the storm water management permit
following the 401 submittal.
Land Development
5815 Westpark Drive
Charlotte, NC 28217
( 3 t, if."„?;orl rI I11:,L;ti 9 ;:CL .>i ?, .. rr..,sPOIjda u;t,•r1,(4r I I aj IP,r r t„i e__ ?::1Ci<), .doc
F WATF
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- r=? r
o y-: 'rs
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 12, 2003
Forsyth County
DWQ Project #: 03-1324
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE
Carolina Investment Properties, Inc.
16 South Main Street
Lexington, NC 27292
Subject Property: Truliant Corporate Headquarters on Hanes Mall Boulevard
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, to impact 267 feet of perennial stream for the
purpose of constructing a road to allow development of an office park as you described in your application dated
October 27, 2003. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 3404, which may be viewed on our website at
http://h2o.enr. state. nc. us/ncwetlands. This certification allows you to use Nationwide Permit Number 14 when
the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you
go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying
404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified
below. If you change your project, you must notify us and you may be required to send us a new application. If
the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed
one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and
any additional conditions listed below.
Conditions of Certification:
Certification of Completion
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Stormwater Condition
2. An additional condition is that a final, written stormwater management plan (including a signed
and notarized Operation and Maintenance Agreement) shall be approved in writing by this

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.cnr.state.nc.us/ncwetlands
Page;?'
Carolina Investment Properties, Inc.
November 12, 2003
Office before the impacts specified in this Certification occur per Condition No. 6 in GC No.
3404. Tile stormwater management plan must include plans and specifications for stormwater
management facilities that are appropriate for surface waters classified as C and designed to
remove 85% TSS according to the most recent version of the NC DENR Stormwater Best
Management Practices Manual. These facilities must be designed to treat the runoff from the
entire project, unless otherwise explicitly approved by the Division of Water Quality. Also,
before any permanent building is occupied at the subject site, the facilities (as approved by this
Office) shall be constructed and operational, and the stormwater management plan (as approved
by this Office) shall be implemented. The structural stormwater practices as approved by this
Office as well as drainage patterns must be maintained in perpetuity. No changes to the
structural stormwater practices shall be made without written authorization from the Division of
Water Quality.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are
made conditions of the Federal 404 and/or coastal Area Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition,
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding
unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone John Dorney at 919-733-1786 or Darryl Lamb at our Winston-Salem
Regional Office at 336-771-4600.
Sincerely,
JRD/bs
Attachments
limek, P.E., r ctor
1
cc: Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
File copy
Central Files
ECS, LTD, 6909 International Drive, Suite 103, Greensboro, NC 27409
WQC #3404
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS NATIONWIDE
PERMIT NUMBER 14 (ROAD CROSSINGS) AND REGIONAL GENERAL PERMIT 198200031 (WORK
ASSOCIATED WITH BRIDGE CONSTRUCTION, MAINTENANCE OR REPAIR CONDUCTED BY NCDOT OR
OTHER GOVERNMENT AGENCIES)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for the discharge of fill material to waters
and adjacent wetland areas or to wetland areas that are not a part of the surface tributary system to interstate
waters or navigable waters of the United States (i.e., isolated wetlands) as described in 33 CFR 330 Appendix A
(B) (14) of the Corps of Engineers regulations (Nationwide Permit No. 14 and Regional General Permit
198200031) and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. The category of
activities shall include any fill activity for road crossings and is limited to fill less than one-third acre in tidal waters
and less than one-half acre in non-tidal waters. This Certification replaces Water Quality Certification Number
2177 issued on November 5, 1987, Water Quality Certification Number 2666 issued on January 21, 1992, Water
Quality Certification Number 2732 issued on May 1, 1992, Water Quality Certification Number 3103 issued on
February 11, 1997, Water Quality Certification Number 3289 issued on June 1, 2000 and Water Quality
Certification Number 3375 issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-
authorizes Nationwide Permit 14 or Regional General Permit 198200031 or when deemed appropriate by the
Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate applicable
portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in
accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
Streams - Impacts to streams as determined by the Division of Water Quality shall be measured as
length of the centerline of the normal flow channel. Permanent and/or temporary stream impacts shall
be enumerated on the entire project for all impacts regardless of which 404 Nationwide Permits are
used. Stream relocations and stream bed and/or bank hardening are considered to be permanent
stream impacts. Any activity that results in a loss of use of stream functions including but not limited
to filling, relocating, flooding, dredging and complete shading shall be considered stream impacts.
Enumeration of impacts to streams shall include streams enclosed by bottomless culverts, bottomless
arches or other spanning structures when a 404 Permit is used anywhere in a project unless the
entire structure (including construction impacts) spans the entire bed and both banks of the stream, is
only used for a road, driveway or path crossing, and is not mitered to follow the stream pattern.
Impacts for dam footprints and flooding will count toward the threshold for stream impacts, but
flooding upstream of the dam will not (as long as no filling, excavation, relocation or other modification
of the existing stream dimension, pattern or profile occurs) count towards mitigation requirements.
Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall be measured as
area. Permanent and/or temporary wetland impacts shall be enumerated on the entire project for all
impacts regardless of which 404 Nationwide Permits are used. Any activity that results in a loss of
use of wetland functions including but not limited to filling, draining, and flooding shall be considered
wetland impacts. Enumeration of impacts to wetlands shall include activities that change the
hydrology of a wetland when a 404 Permit is used anywhere in a project.
• Lakes and Ponds - Lake and Pond Impacts Enumeration- Impacts to waters other than streams and
wetlands as determined by the Division of Water Quality shall be measured as area. Permanent
and/or temporary water impacts shall be enumerated on the entire project for all impacts proposed
regardless of which 404 Nationwide Permits are used. Any activity that results in a loss of use of
aquatic functions including but not limited to filling and dredging shall be considered waters impacts;
2. Proposed fill or substantial modification of wetlands or waters (including streams) under this General
Certification requires application to and prior written concurrence from the Division of Water Quality;
WQC #3404
3. Application to and payment of a fee to DWQ is not required for construction of a driveway to a single
family lot as long as the driveway impacts less than 25 feet of stream channel including any in-stream
stabilization needed for the crossing;
4. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or any other major
river basins with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) requires
written concurrence for this Certification from DWQ in accordance with 15A NCAC 213.0200. Activities
listed as "exempt" from these rules do not need to apply for written concurrence under this Certification.
New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional
wetlands or not) within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 2B .0200. All new development shall be located,
designed, constructed, and maintained to have minimal disturbance to protect water quality to the
maximum extent practicable through the use of best management practices;
Irrespective of other application thresholds in this General Certification, all impacts to perennial waters and
their associated buffers require written approval from DWQ since such impacts are allowable as provided
in 15A NCAC 2B. 0212 (WS-1), 26 .0213 (WS-II), 213.0214 (WS-III) and 213.02115 (WS-IV). Only water
dependent activities, public projects and structures with diminimus increases in impervious surfaces will be
allowed as outlined in those rules. All other activities require a variance from the delegated local
government and/or the NC Environmental Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low density development
or a 100 foot wide vegetative buffer for high density development must be maintained adjacent to all
perennial waters except for allowances as provided under the Water Supply Watershed Protection Rules.
For the purposes of this condition, perennial waters are defined'as those shown as perennial waters on
the most recent USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
6. Additional site-specific stormwater management requirements may be added to this Certification at DWQ's
discretion on a case by case basis for projects that have or are anticipated to have impervious cover of
greater than 30 percent. Site-specific stormwater management shall be designed to remove 85% TSS
according to the latest version of DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as watersheds that
are classified as nutrient sensitive waters (NSW), water supply waters (WS), trout waters (Tr), high quality
waters (HQW), and outstanding resource waters (ORW), the Division shall require that extended detention
wetlands, bio-retention areas, and ponds followed by forested filter strips (designed according to latest
version of the NC DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is required.
Alternative designs may be requested by the applicant and will be reviewed on a case-by-case basis by
the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other existing state
stormwater programs including appropriate local programs are sufficient to satisfy this Condition as long
as the stormwater management plans meet or exceed the design requirements specified in this condition.
This condition applies unless more stringent requirements are in effect from other state water quality
programs.
Unless specified otherwise in the approval letter, the final, written stormwater management plan shall
be approved in writing by the Division of Water Quality's Wetlands Unit before the impacts specified in
this Certification occur.
The facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly
approved by the Division of Water Quality.
Also, before any permanent building or other structure is occupied at the subject site, the facilities (as
approved by the Wetlands Unit) shall be constructed and operational, and the stormwater
management plan (as approved by the Wetlands Unit) shall be implemented.
WQC #3404
• The structural stormwater practices as approved by the Wetlands Unit as well as drainage patterns
must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written authorization from the
Division of Water Quality.
7. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but also intermittent
stream impacts that require application to DWQ in watersheds classified as ORW, HQW, Tr, WS-1 and
WS-II unless the project is a linear, publicly-funded transportation project, which has a 150-foot per-stream
impact allowance;
8. In accordance with North Carolina General Statute Section 143-215.3D(e), any application for a 401 Water
Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one
payment to both agencies shall be submitted through the Division of Coastal Management and will be the
higher of the two
fees;
In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for impacts to 150
linear feet or more of streams and/or one acre or more of wetlands. For linear public transportation
projects, impacts equal to or exceeding 150 feet per stream may require mitigation. In addition, buffer
mitigation may be required for any project with Buffer Rules in effect at the time of application for buffer
impacts resulting from activities classified as "allowable with mitigation" within the "Table of Uses" section
of the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer, wetland and
stream mitigation requirements shall be made for any Certification for this Nationwide Permit. The most
current design and monitoring protocols from DWQ shall be followed and written plans submitted for DWQ
approval as required in those protocols. When compensatory mitigation is required for a project, the
mitigation plans must be approved by DWQ in writing before the impacts approved by the Certification
occur, unless otherwise specified in the approval letter. The mitigation plan must be implemented and/or
constructed before any permanent building or structure on site is occupied. In the case of public road
projects, the mitigation plan must be implemented before the road is opened to the travelling public.
Projects may also be implemented once payment is made to a private mitigation bank or other in-lieu fee
program, as specified in the written concurrence of 401 Certification for a project. Please note that if a
stream relocation is conducted as a stream restoration as defined in The Internal Technical Guide for
Stream Work in North Carolina, April 2001, the restored length can be used as compensatory mitigation
for the impacts resulting from the relocation;
10. For any project involving re-alignment of streams, a stream relocation plan must be included with the 401
application for written DWQ approval. Relocated stream designs should include the same dimensions,
patterns and profiles as the existing channel, to the maximum extent practical. The new channel should
be constructed in the dry and water shall not be turned into the new channel until the banks are stabilized.
Vegetation used for bank stabilization shall be limited to native woody species, and should include
establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of
the relocated channel to the maximum extent practical. A transitional phase incorporating coir fiber and
seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain the
physical integrity of the stream, but the applicant must provide written justification and any calculations
used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is not practical
on-site, then stream impact will need to be mitigated elsewhere;
11. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to
DWQ that providing passage would be impractical. Design and placement of culverts including open
bottom or bottomless arch culverts and other structures including temporary erosion control measures
shall not be conducted in a manner that may result in aggradation, degradation or significant changes in
hydrology of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be maintained if
requested to do so in writing by DWQ. Additionally, when roadways, causeways or other fill projects are
constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must
be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway
that may result in aggradation, degradation or significant changes in hydrology of streams or wetlands;
WQC #3404
12. That appropriate sediment and erosion control practices which equal or exceed those outlined in the most
recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the
"North Carolina Surface Mining Manual" whichever is more appropriate (available from the Division of
Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance with all
specifications governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to assure compliance with the appropriate turbidity water quality standard;
13. All sediment and erosion control measures placed in wetlands and waters shall be removed and the
original grade restored within two months after the Division of Land Resources has released the project;
14. That additional site-specific conditions may be added to projects proposed under this Certification in order
to ensure compliance with all applicable water quality and effluent standards;
15. Measures shall be taken to prevent live or fresh concrete from coming into contact with freshwaters of the
state until the concrete has hardened;
16. If an environmental document is required, this Certification is not valid until a Finding of No Significant
Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse;
17. If this Certification is used to access building sites, all lots owned by the applicant must be buildable
without additional fill beyond that explicitly allowed under other General Certifications. For road
construction purposes, this Certification shall only be utilized from natural high ground to natural high
ground;
18. When written concurrence is required, the applicant is required to use the most recent version of the
Certification of Completion form to notify DWQ when all work included in the 401 Certification has been
completed;
19. Concurrence from DWQ that this Certification applies to an individual project shall expire three years from
the date of the cover letter from DWQ or on the same day as the expiration date of the corresponding
Nationwide Permit 14 or Regional General Permit 198200031, whichever is sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project may result in
revocation of this Certification for the project and may also result in criminal and/or civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity that requires written concurrence
under this certification, if it is determined that the project is likely to have a significant adverse effect upon water
quality or degrade the waters so that existing uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a Certification
decision if deemed in the public's best interest by the Director of the North Carolina Division of Water Quality.
Effective date: 28 March 2003
DIVISION OF WATER QUALITY
Signed By
Alan W. Klimek, P.E.
Director
WQC # 3404
Certificate of Completion
1)WQ Project No.:
County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality. Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials. .
signature:
Date:
Agent's Certification
hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, .
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within-substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
signature: Registration No.: Date:
WAIF Michael F. Easley, Governor
O?0 RpG

0 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`
(55 Alan W. Klimek, P. E. Director
5 y Division of Water Quality
0 -? Coleen H. Sullins, Deputy Director
Division of Water Quality
January 26, 2004
Mr. Theodore Sanchez
Little Diversified Architectural Consulting
5815 Westpark Drive
Charlotte, NC 28217
Dear Mr. Sanchez;
RE: Review of Stormwater Management Plan
Truliant Corporate Headquarters
DWQ # 03-1324
Forsyth County
DWQ staff have reviewed the stormwater management plan dated December 22, 2003
(received on December 29, 2003) for the Truliant Corporate Headquarters which was required
by the 401 Water Quality Certification issued by the Division of Water Quality on December 11,
2003. The plan will need to modified as described below before DWQ can approve them:
1. A signed Operation and Maintenance Agreement will need to be provided for this wet
detention pond. A standard agreement can be found on our website at
h2o.enr.state.nc.us/ncwetiands. The Operation and Maintenance Agreement you
submitted was not signed.
I can be reached at 919-733-9646 if you have any questions.
Cc: DWQ Winston-Salem Re
File copy
Central files
Sincere) rs,
n Dor ey
gi nal ffice
Robin Team; Carolina Investment Properties, Inc.; 16 South Main Street;
Lexington, NC 27292
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone]
04
Customer Service
1-877-623-6748
JIB

WET DETENTION BASIN SUPPLEMENT OF-C `1, (1) MO]
This form may be photocopied for use as an original
WATER QUALITY SECTIG
DWO Stormwater Management Plan Review:
A complete Stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: L-1 AiJ-T 012 ?d e_.4 TjL. t--lQ V Alz'T Ct° S"" ??
Contact Person: \ Q Phone Number: 06x4) ?' i - 3`"1 (a
For projects with multiple basins, specify which basin this worksheet applies to: JSAL&oJ "
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface A
Drainage Area
Impervious Area
volumes
71
.T?J7 .75-ft.
rea 1 ESC2 sq. ft.
l2: Z`7 ac.
Z ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
Permanent Pool Volume Z(p cu. ft. (combined volume of main bcz sin and forebay)
Temporary Pool Volume 1 C cu. ft. (volume detained above the permanent pool)
Forebay Volume t?7_ cu. ft. (approximately 20% of total volume) \
Other parameters
SA/DA1 .z 1 p (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 0 in. (2 to 5 day temporary pool draw-down required)
Design Rainfall t • U -in.
Design TSS Removal 2 " 96 % (minimum 85% required)
.l- ? ??oJM Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION Fg1Vl"NDS 1 101 GROUT
Form SWU-102 Rev 3.99 Page 1 of 4
Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
-I a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
, d. The temporary pool draws down in 2 to 5 days.
``
-- ly ?- e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow

-- ?(-- f. calculations) b
The basin length to width ratio is greater than 3:1. Leo:,'*
g. The basin side slopes above the permanent pool are no steeper than 3:1.
1?A^ h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
(J - k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1?S 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m . A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does does not
This system (check one) 0 does does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 'Z, ZS'-feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads "Z,Z-? feet in the foreb ay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation ??? • e2
Sediment RAoval El. _793, ?5 17
--------------? - Sediment Removal Elevation
Bottom Ele ation•,> % --------------------------------------------- -------
Bottom Elevation 111C.7 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4
.01 1
7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print
Phone:
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, , a Notary Public for the State of ,
County of , do hereby certify that
personally appeared before me this day of , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-102 Rev 3.99 Page 4 of 4
a, ?A
STORM DRAINAGE &
WATER QUALITY
CALCULATIONS
for
TRU LIANT
CORPORATE
HEADQUARTERS
Winston-Salem, NC
PROJECT #132.6958.00
CARP
ee?'C?s •• C••••??/I 4
?®eQOFE., ?
SIp N
e SEAL ; t
027009 ; -
REVISED: 1
DATE: 10/22/2003
www.IittIeonIine.corn
Truliant WaterQuality_022203.xls
132.6958.00 J. Gamble
Date: Calculation By:
10/22/2003 T. Sanchez
Ion: Checked By:
12/22/2003 D. Powlen
ge & Erosion
for
Truliant Corporate Headquarters
Project Description
Project Description:
The proposed project consists of a new office building development located in the the northeast quadurant of Hanes
Mall Blvd and Interstate 40, in the City of Winston-Salem, Forsyth County, NC. The office site consists of a 17.85
acre wooded tract, of which approximately 14.4 acres will be disturbed. The site is adjacent to Burke Creek (Class
C, Stream Index 412-94-12-9, Yadkin Basin) and the entire proposed disturbed area is more than 250 If from the
creek centerline and outside of the FEMA 100-year floodplain. Due to the site's proximity to the FEMA floodplain,
the City does not require storm water detention for the project. Construction erosion and sediment control measures
are required and approved by the City.
In conjunction with the office site development, a new public roadway extension leading from Hanes Mall Blvd,
across Burke Creek and to the office site will be constructed. (Refer to "Carolina Investment Properties, Inc., Office
Park, Winston-Salem, NC, prepared by Stimmel Associates, PA, Winston-Salem, NC, submitted under cover.) The
proposed roadway will cross Burke Creek via a new double box culvert which will disturb more than 150 If of the
stream. Due to the extent of the stream disturbance and the roadway project's association with the development of
the office site, NCDENR requires management of nonpoint source pollution with the proposed office development.
A meeting held with NCDENR's Division of Water Quality (Mr Todd St John) on October 21, 2003, confirmed this
requirement and established that a BMP-Wet Detention Pond located on the office site would be suitable for the
project.
The proposed water quality pond for the office site is sized to remove 85% of the total suspended solids.
Approximately 12.3 acres of the post-developed office site area will drain to the proposed wet pond, of which
approximately 67% of the drainage area is impervious (including future impervious area). The pond is sized to
retain 1" of rainfall for a period between 2 to 5 days, and will pass the 100-year storm with a minimum 1 ft freeboard.
The pond will be maintained by the Owner.
PrclectNumben, Project Manager: Storm Drainage & Erosion Control Calculations
132.6958.00 J. Gamble for
Issue Date: Calculation Truliant Corporate Headquarters
10/22/2003 T T. . Sanchez 5U 15 VJostnark Drive
,

Revision:
Checked By; - i 1 704 575 6350 704 561 8700

Water Quality Basin Calculations .
12/22/2003 D. Powlen
WATER QUALITY REQUIREMENTS

Procedures outlined in the NCDENR "Stormwater Best Management Practices" are used to meet water quality
requirements for the project. The required pond surface area and storage volume guidelines presented in the
manual provide for a wet pond that will meet an 85% pollutant removal efficiency. The guidelines also require that
the pond detain the first 1" of rainfall and release this volume over a period of 2 to 5 days. Calculation for these
requirements are below.
Surface Area Reauirements:
Drainage area to pond (Da) = 12.27 Ac
Post-development impervious area percentage = 67 %
Average pool depth = 3 ft
Design permanent pool elevation = 796.00
Table 1.1: Surface Area to Drainage Area Ratio for Permanent Pool Sizing for 85% Pollutant Removal Efficiency in the
Piedmont, NCDENR Stormwater BMP Manual
l!"11/0 ;Impervious Permanent-Pool.. Depth, xx s?-41
CoVSr a 3.0 4.0 -- 5.0 6'10,'11 a> 7.0,E 8 0'? 140,21101M
10 0.59 0.49 0.43 0.35 0.31 0.29 0.26
20 0.97 0.79 0.70 0.59 0.51 0.46 0.44
30 1.34 1.08 0.97 0.83 0.70 0.64 0.62
40 1.73 1.43 1.25 1.05 0.90 0.82 0.77
50 2.06 1.73 1.50 1.30 1.09 1.00 0.92
60 2.40 2.03 1.71 1.51 1.29 1.18 1.10
70 2.88 2.40 2.07 1.79 1.54 1.35 1.26
80 3.36 2.78 2.38 2.10 1.86 1.60 1.42
90 3.74 3.10 2.66 2.34 2.11 1.83 1.67
Notes: Numbers given in the body of the table are given in percentages. Coastal SA/DA ratios can be obtained from the
local DWQ Regional Office.
From Table 1.1, the req'd Pond Surface Area to Drainage
Area ratio for the given perm. pool depth is = 2.74 %
Req'd permanent pool surface area: (Sa/Da Ratio/100) * Drainage area = 0.34 Ac
Permanent pool surface area of pond at design elevation = 0.34 Ac OK
1" Rainfall Storage Volume Reauirements:

Use "Simple Method" for determining runoff volume: Rv = 0.05 + 0.009(1) ; where runnoff coefficient, Rv = storm
runoff (inches)/storm rainfall (inches); and percent impervious, I = impervious portion of the drainage area
(acres)/drainage area (acres). Req'd Pond Volume (ac-ft) = 1" rainfall * Rv (in/in) * 1ft/12in * drainage area acres)
Rv = 0.05 + (.009 * 67 ) = 0.65 in/in
Req'd 1" Rainfall Storage Volume = 1" * 1ft/12in * ( 0.65) * ( 12.27 Ac)= 0.67 acre-feet
or
29,085 cubic feet
Note: This volume must be drawn down over a period of two to five days.
....u _ -.-..a...r_.
Project Number: ? Project Manager: Storm uralnage & trosion t.onirol t;arcuiauons
132.6958.00 J. Gamble
Issue Date` Calculation By: Truliant Corporate Headquarters
10/22/2003 T. Sanchez
Revision: Checked By:
4 n inn innno n Dn..Aen Water Quality Basin Calculations (cont.)
1" Rainfall Storage Volume Verification: (for as-desianed r)ond)
h.

v?fion ,
EI
TM u ace '
v

Are N
ac b) , umu,ativ

Volume
acre-feet;
796.00 0.3418 0.0000
797.00 0.3923 0.3664
798.00 0.4418 0.7828
799.00 0.4838 1.2450
800.00 0.5172 1.7449

nterpo a to o in e_ e+ation at which,
require rain a?
storage is`reached.?»:,

Elevation tora e
9..;
Area 4`µf
X11 ?,,k
F-797--.W -0.3664 Calculated
0.6677 1" Storage 797.72
798.00 0.7828 Pool Elev.
ll
II1" Rainfall Storage elevation 1.72 ft above the perm. pool elev.
Note: Use 1.75 ft above permanent pool.
Determine Orifice Size for 2-5 day Drawdown•
Use the orifice falling head equation to calculate the maximum and minimum orifice diameter for a 2 to 5 day
drawdown.
a = (2A * hA0.5) / (c * t * (2g)^0.5)
where: a = orifice area (sq-ft)
A = average pond surface area (sq-ft)
h = change in head, (ft)
c = orifice coefficient, 0.6
t = time for drawdown, (sec) ; use minimum 2 days (172,800 sec) & maximum 5 days (432,000 sec)
g = acceleration due to gravity, 32.174 ft/sec^2
Given: Average pond surface area = 16,796 sq-ft (measured @ Elev 796.87)
Change in head = 1.75 ft
Maximum Orifice Size (2 day drawdown): 0.0534 sq-ft
or
3.13 in-diameter
Minimum Orifice Size (5 day drawdown): 0.0214 sq-ft
or
1.98 in-diameter
Use 3.00 in-diameter Orifice; approximate time for 1" rainfall drawdown is = 2.18 days
Post-Developed Surface Area Summary - SubAreas #1
Surface r68 Description Area s '% o Basin, Area : u ace+- e % ota U ace;°
Build in s/Future Buildings (SubArea#1 41,350 8% Impervious
Pavement/Future Pavement SubArea#1 264,787 50% Impervious 67%
Future Pavement (SubArea#2 52,885 10% Impervious
Grass Natural Area SubArea#1 164,902 31% Pervious 33%
Grass/Natural Area (SubArea#2 10,694 2% Pervious

ota 534,618 0 o x rg7 t g
Truliant_WaterOuality_r 122203.xis
Project Number: Project Manager: Storm Drainage & Erosion Control Calculations
132.6958.00 J. Gamble for L ITT LE'
Issue Date: Calculation By:
10/22/2003 T. Sanchez Truliant Corporate Headquarters _ _ ChartCM,NC28217 T 704 525 6350 704 561.8700
Revision: Checked By: Water Quality Wet Pond Outlet Structure - -
12/22/2003 D. Powlen
Structure Weir/Orifice Boundary ® Elev= 799.76
Structure Top Elev= 797.75 ?-
Notch Weir Elev= 797.75
Note: The adjacent
structure diagram is
schematic. Refer to the
project drawings for
outlet structure
construction details.
Orifice CL Elev=
Orifice Invert Elev= 796.00
Outlet Invert Elev=

796.13
790.60
0.00,
.rF
Weir Width
_Gnfice Do
ire
u n~ :?
yod
Structure Diagram
STAGE STORAGE VOLUMES
ioElevatio Wke'a? e Areagr? Volume Volume
793.00 8,861 0.2034 0 0.0000
94.00 Ot77Q 0.247 e .42248
795.00 12.780 0.2934 21,539 0,4945
796.00 14,89Q.j ?0.3418.,34 8115_
797.00 17,090 00923 51 ,308 1.1779
107;75 8196=;0.429 §4.71 ?,14855
798.00 19,248 1 0.4419 69,448 15943
11 799.00 1 21,074 1 0.4838 1 89,558 2.0560 11
OUTLET STRUCTUR 'DATA " "-
Structure Dimension
Outlet Invert Elevation 790.60
Structure Top Elevation 797.75
Structure Width-Interior (ft) 5.00

Lowe c,Orifice' * -, 1 -1191
Orifice Invert Elevation 796.00
Orifice Diameter (in) 3.00
# of Orifices 1
$4ontlary"Spillway
Notch Weir Elevation 797.75
Notch Weir Width (ft) 0.00
Emer encySpillwa_r ? .
Spillway Elevation 797.75
u*tP
;t
pe° .

nomon_
Pipe Diameter (in) 42
Pipe'C' Value 0.013
Pipe Length (ft) 160
Pi a Slo a fUft 0.008
NOTES:
The Stage Discharge Information table uses the following
equations for determining flow:
Orifice, 0=.6a(64.4h)A0.5
Contracted Weir, 0=(3.27+0.4'(H/Hc))(I-.2h)hA1.5
Weir, 0=3.33lhA1.5
The contracted weir equation is used to describe the notched
weir. If the weir/orifice boundary elevation is below the top of
the high water level, the outlet may be considered submerged
and act as an orifice. In this case, the submerged outlet
column is used to limit the flow entering the structure. The
outlet-inlet control column models the outlet pipe acting as an
orifice to limit flow leaving the structure. The outlet-outlet
control column is used to check flows for long lengths of outlet
pipe.
design 100yr = 84 cfs < 93.48 cfs Total Outlet Flow @ Elev
9.00, O.K.
STAGE DISCHARGE INFORMATION
Stage[ Notch' Emerg.
" '-eSubmerg. ;Structure Outlet Outlet Tara!
' I Fl
Elevation wOnfica. -
-We?rr' I -' S illway.:
P Outlet Flow Flow inlet Ctrl ow
!.Outlet Ctri
,
(msl).: (cls ..; .
(cfsJ ` (cfs) (cfs) `'' (c(s). (cfs) (cfs} ? 'n (cIs)'
796.00 0.00 0.00 0.00 0.00 0.00 88.50 n/a 0.00
o: a `oo .. Q _
9_7'00 .?9_ 9 ?n " 0.22, .
?
797.75 0.30 0.o0 0.00 0 00 0.30 107.64 n a (1
79a,,0o 1: 0? 8.33 QUO c 865 1041 1 8.65 r ,,
19 r a 66 °a
117
X98.75 0.38 0.00 66.60 0 00 66 98 .
Truliant
Project Number: Project Manager: Storm Drainage & Erosion Control Calculations
132.6958.00 J. Gamble for
Issue Date: Calculation By
0/22/2003 T. Sanchez Truliant Corporate Headquarters
1
Revision:
12/22/2003 checked By: D. Powlen Storm Drainage Piping Design - SYS #1 & Otfsite Bypass - -
LbCAT10.N,. DRAINAGE RUNOFF' TRAVEL TIME 1NVERTELEV PIPEDEPTN'=
- -
-- . - L L :DC•. T? Y ,.t nay _; ° .'. ? . " FR
r?I ,.. 'AREA r?t4? o.,a'? ,+v,ROUNDED, ^r,Fa11CL r,,DELTA,>aTOTAL' ??a_? .. x(F,ROM)'_ .s( .,OM?
_-
OM TO C I .. C} inlet', Q e n,, I•'SLOPE; LENGTH SIZE;, I y; SIZE ,- 'VEL INV INV RIM' COVER
F _pip
r
` (acre) > ;:(cis} _ t(cfs)' ` "(ftrft)::,:',.(ft)ches} finches} .-(fpS? y`+ (min} <(min)' 1N - . QUT ELEVATION dDE
CI#1 FES41 0. 5,1 0.85 6.50 3.0 3-0 0.013 0.060 a2 a.0 15 2.4 0.29 0.29 788.50 785,93 800.25 10.28
I
W 793 5^ 1.^?
8.91 0 p u t
ri 0,, r Oh 788.00 787.41
0 0 o13 ___0 022 1 27 351 4$_ _ 7,4
HDW#7 C1#38 1 00 r
1„ „ GIrt37 0 85 0 85 I ;8 20112 4;1j95 5,1D.013x0 ??4 34?5??48 7 6? 10.050 1178 40 - 786,88 794 45 . x256
131#37 FES46 0.35 (-,.20 2.4 , 113 0.022 I 39 35.8 48 i , 20 786.88 1 786.02 794.45 1(0
I ww-,
?L_

Truliant_WaterQuality_r122203.xls
Project Number. Project Manager. Storm Drainage & Erosion Control Calculations
132.6958.00 J. Gamble for
Issue Date: Calculation By: Truliant Corporate Headquarters
5815 Vf
t ,
k Drive
10/22/2003 T. Sanchez es
.. 5 pm
25 6350 704,561 • •

Revision: Checked By. Storm Drainage Piping Design - SYS #2 - - -
12/22/2003

"LO '"s= RAINAG

ARE D. Powlen
-°
;'
-%: RUNOFF
A', 3

' _
TRAVEL TIME ` INVERT ELEV f
- - -- -
PIPE-,.
' t ? ; ! ` ~ ` r ;,i,,6;-'ROUNDED FULL ' DELTA'- :TOTAL
r h _
INV IN
TH V V
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OPE DtPTH'
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.

Truliant-WaterQuality-r122203.xls
Project Number: Project Manager: Storm Drainage & Erosion Control Calculations
132.6958.00 J. Gamble for
Issue Date: Calculation By' Truliant Corporate Headquarters ,
10/22/2003 T. Sanchez
Revision: Checked By Storm Drainage Piping Design - SYS #3
12/22/2003
LOCATION: .' DRAINAGE
_ _.
AREA

OE

FROM
T D. Powlen
RUNOFF
-

I Q in let' O pipe PIPEe TRAVEL TIME INVERT ELEV
- -C F - - --- r w
UNDED`FULLf. :QELTA
RQ .'--'TOTAL:

x 'SIZE- VEL T
-SLOPE 'LENGTH,

n? PIPE DEPTH
FROM'

..:(F,ROM)-r

.
COVER
I
_ .
_ (cfs) ?j(ftft f- (ft)tr'(ni ches)? ,_(inches),. :n-(tPs)e (min) (min)' f ;-1N OUT,': DEPTH
ELEVATION
CI#34F C1433F 0
25 0.85 6.50 1.4 1.4 0.013 0.040 115 6.5 15 1.1 L70 1-70 422.67 818.07 826.67 250
C I#33 . 'y? 5 5.. 0 3 57-ti . 0.8 5 4 0 2 92t
? 817;:8711 1-s 5g 2 2,gEt
CI#32F? DI431 0.51 ? a">
6.50
2.8 8,2
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47 u 3 2,45
815.34 n 13 11
819 84 271

I!#31rS? GI#29 R
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Truliant_WaterQuality_r122203.xls
t Number
132.6958.00
Date:
10/22/2003
Project Manager:
J. Gamble
Calculation By:
T. Sanchez
Checked By:
orm Drainage & Erosion
for
Trullant Corporate Headquarters
Rip-Rap Aprons
ns
TO PHEVENISCOUR HOLE
ZONE MATERIAL
APRON LENGTH I WDERTW r`C °ASS
iv -
Stone Ming Tine)
x I e diameter) 101.
2 ,? .-" Stone Filling (Light) 6" 6 x (pipe diameter 12" 1
3 Stone Filling Medium 13 8 x (pipe diameter 18" II
".4 is Stone Fillin Heavy 23" 8 x (pipe diameter 30" II
5 tone Filling (Heavy) 23" 10 x (pipe diameter 30'
Stone Filling (Heavy) 23" 12 x (pipe diameter) 1 30" II
+t', 7- S ecial Study Required (Energy Di ssi ators Stilling Basins or Larger Size Stone
FES#-
°. »a PI_ A
ft': SLOPE
`? ft(ft n el 9, .:
ft ON R
CLASS ft ? ?
12.90 10 12
4 2.50 0.0200 0.013 11.82 3 II 20 11 18
6 4.00 0.0220 0.013 16.96 5 II 40 20 30
8 3.50 0.0100 0.013 10.46 3 II 28 15 18

'Vel = [0.590'(pipe diameter)^2/3"(slope)^1/2]/n "'Apron width = pipe diameter+ [0.4 x (apron length)]
i a? - °x cg, ."rxw.<. -:.. 'I a Uira one: izias--J no e . 2fi
r-. r= ass•::-;. .,.. Minimum
"I sz,? , ... 2 , 4 6
. `. B: 5 8.. 12..
10,. 17..
9„ 14.. 23..
Source: "Bank and Channel Lining Procedures", New York Department of Transportation,
Division of Design and Construction, 1971.
a Number: , Project Manager: Storm Drainage & Erosion control calculations
132.6958.00 J. Gamble for
Date: Calculation By: Truliant Corporate Headquarters
10/22/2003 T. Sanchez
ion: checked By: Temporary Sediment Basins
12/22/2003 D. Powlen
TEMPORARY SEDIMENT BASIN DESIGN FOR SEDIMENT BASIN #1

Total Drainage Area (TDA) 9.05 ac ro ose Sediment Depth (3.5' max 2.0 ft
Disturbed Area (DA) 9.05 ac Bottom Elevation of Basin 793.0 msl
Re 'd Sediment Storage 1800xTDA 16290 Spillway ow Depth max 1.0
.0.. :.:.i 1.4:<I _ .
bottom ev 793. msl
Sediment Stroa a Elev 795.0 msl
Spillway Crest 795.0 msl
0 of Berm Elev 796.5 m
a
Length i t
Bottom of Basin 124 ft 60 ft
To of Basin 138 7LtL_
l
ediment Storage Provided: 21591 OKAY
Sediment Storage Required: 16290 cf
PLAN

e, Refer to NED BASIN,,SIZE
(}
Erosion CMtrol?Plan ' : , . _? .
ev ms Area s umu ative o ume In
793.0 8861 0
794.0 10770 9816
795.0 12780 21591
796.0 14890 35426
797.0 17790 51766

Bare oil Coefficient, " -
Area, "A"=
10 yr Storm Rainfall Intensity, "I"=
Com uted Flow from Site "O"= 0.60
9.05 ac
6.50 in/hr
35.30 cf pi way design: =

Required Spillway Length @ Flow Depth =
12' min weir length for 5ac < TDA Use = 3.0
h= 1.0 ft
12 ft
12 f
TEMPORARY SEDIMENT TRAP DESIGN FOR SEDIMENT BASIN #;
?RAINAGE;AFIEAS/REUID STORAGE DESIGN CRITERIk
Total Drainage Area (I L)A) 1.73 ac ropo e e i en ep max
Disturbed Area (DA) 1.73 ac Bottom Elevation of Basin 810.0 msl
Re 'd Sediment Storage 1800xTDA 3114 Spillway ow Depth max 0.5 BAS UUHAJIUN
-
Bottom Ell msl
Sediment Stroa a Elev 812.5 msl
Spillway Crest 813.5 msl
0 of erm Elev 815.0 m
Length Width
Bottom of Basin 45 ft 20 ft
To of Basin 65 40
0 k K. , stn
Sediment Storage Provided: 3405 OKAY
Sediment Stora a Required: 3114 cf
PLAN
(Refer to NED BASIN S17r=
Erasion Control Pian '
ev ms Area s umu ative o ume c
810.0 900 0
811.0 1250 1075
812.0 1650 2525
812.5 1868 3405

UESIGN FLOW, Q=UIA), SIZE
Bare Soil Coefficient, " " = 0.60 pt way design: _ C= 3.0
Area, "A"=
110 yr Storm Rainfall Intensity, "I"=
Com uted Flow from Site "Q"= 1.73 ac
6.50 in/hr
6.75 f h= 0.5 ft
Required Spillway Length @ Flow Depth = 7 ft
6' min weir length for 1 ac < TDA < 2ac Use 7
Truliant_WaterOuality_rl22203.xls
A Number: , Project manager:
132.6958.00 J. Gamble
Date: Calculation By:
10/22/2003 T. Sanchez
Ion: Checked By:
12/22/2003
nage & Erosion Control Calculations
for
Truliant Corporate Headquarters
Temporary Sediment Basins
TEMPORARY SEDIMENT TRAP DESIGN FOR SEDIMENT BASIN #3

Total Drainage Area (TD 3.62 ac Proposed a Imen Depth -(3.51 max 3.0
Disturbed Area (DA) 3.62 ac Bottom Elevation of Basin 797.0 msl
Re 'd Sediment Storage 1800xTDA 6516 f Spillway ow Depth max 1.0

Bottom ev 7 7.0 msl
Sediment troa a Elev 800.0 msl
Spillway Crest 801.0 msl
To o Berm Elev 802.5_m I
JJU,W_'TED RECTANGUI?AR, S EDIMENT BASIN,
Length Width
Bottom of Basin 60 ft 27 ft
To of Basin 82 49

Sediment Storage Provide : 7663 OKAY
Sediment Storage Required: 6516 cf
PLAN

Refer to NED BASIN MZE
h<
Erosion ConirbWlan ?
ev ms rea s Cumulative Volume c
797.0 1800 0
798.0 2275 2038
799.0 2800 4575
800.0 3375 7663

_. ,. - -
i
., v,
are Soil Coeff icient, " = 0.60 pi way design: _ /( = 3.0
Area, "A"= 3.62 ac h= 1.0 ft
10 yr Storm Rainfall Intensity, "I"= 6.50 in/hr Required Spillway Length @ Flow Depth = 8 ft
Com uted Flow from Site "Q"= 14.12 f 10' min weir length for 3ac < TDA < 4ac Use 10 f
TEMPORARY SEDIMENT TRAP DESIGN FOR SEDIMENT BASIN #4
CRITERIA-
Total Drainage Area (TDA) 3.62 ac
Sediment a max 3.0 ft
Proposed P
Disturbed Area (DA) 3.62 ac Bottom Elevation of Basin 786.0 msl
Re 'd Sediment Storage 1800xTDA 6516 f t wa ow Depth max 1.0
BASIN, CONFIGURATION -
Bottom ev 786.0 msl
Sediment Stroa a Elev 789.0 msl
Spillway Crest 801.0 msl
0 of Berm Elev 802.5 m

Length Width
sin
= 60 ft 27 ft
ofB2iin 126 93

.. j BASIN TIFFICIE NQW-1, -•-E
Sediment Storage Provide : 6928 OKAY
Sediment Storage Req uired: 6516 cf
PLAN
' Refer to NED BASIN SIZ -W
Erosion,C?ntrol Plan
ev ms rea s Cumulative Volume
786.0 1540 0
787.0 2025 1783
788.0 2560 4075
789.0 3145 6928
[SPILLWAY DESIGN.,

Bare Soil Coeff icient, "C" = 0.60 Spillway design: _ C= 3.0
Area, "A"= 3.62 ac h= 1.0 ft
10.yr Storm Rainfall Intensity, "I"= 6.50 in/hr Required Spillway Length @ Flow Depth = 8 ft
Computed Flow from Site "Q"= 14.12 cf 10' min weir len th for 3ac < TDA < 4ac Use 1
Truliant_WaterOuality_rl22203.xls
A Number: Project Manager: Storm Drainage & Erosion Control Calculations
132.6958.00 J. Gamble for
Date: Calculation By: Truliant Corporate Headquarters
10/22/2003 T. Sanchez 51515 •
Ion: checked By: Drainage Areas/Runoff Coeff. 1 704 525 6350 , 7 , 0,1 56 1
12/22/2003 D. Powlen
Drainage Zone Areas: (refer to attached Drainage Area Plans)
Dra ii.Zone .#F1 ' Predeveloped Drainage Zone #1 Area: 5.27 acres 0.0082 s uare mi es
Postdevelo ed Drainage Zone #1 Area: 2.22 acres 0.0035 s uare miles
redevelo ed Drainage Zone #2 Area: 5.07 acres 0.0079 s uare miles
&A 16' 66 ?k Ro
K .,t a s
tdevelo ed Drainage Zone #2 Area: 11.81 acres 0.0185 square mi es
s
, r?? Predevelo ed Drainage Zone #3 Area: 6.61 acres 0.0103 s uare miles
h Drain Zone #3 s
Postdevelo ed Drainage Zone #3 Area: 2.92 acres 0.0046 s uare miles
opq?t u reas
=r. Postdevelo ed Drainage Area: 12.27 acres 0.0192 square miles
Drainage Zone Runoff Coeff. Calculations:
Dais Zone #1 ?ec?e?e , ?, 1?
, AM
. over. e and, too Ifs' i>on ition -: +<:a 5 % o at;in'° rea ? .t;ai a w,r
Woods 229,560 100% 0.20 0.20

229,560 100% a to
':,`i,'?'>? ,aka 58'<:.ire B]!E 0138 r ' ?f3'l7 1?.
Zohen#1 Pb
s o et, e an a N
?.: ` n ition ==? ._.
v :, %o atin, t`ea
Woods 28,230 29% 0.20 0.06
Open Space 17,120 18% 0.30 0.05
Pavement 51,350 53% 0.85 0.45

ota 96,700 100% aid .5
se - os aeV.e o
Project Number:.
132.6958.00
Issue Date:
10/22/2003 Project Manager:
J. Gamble
Calculation By:
T. Sanchez Storm Drainage & Erosion Control Calculations
for

Truliant Corporate Headquarters
Revision:
12/22/2003 Checked By:
D. Powlen
Drainage Areas/Runoff COeff.
Drainage Zone Runoff Coeff. Calculations: (cont.)

.f? `.-- 1
a l?r e< Hydio t;- on ition Area s : TM, % o asiq- tea
e to
Woods 220,850 100% 0.20 0.20

::..,Total : 220,850
77-
100%
Calcul7ted?,;C,' _ 0.20
'redevoloved m `n it zt.
.
'ie #2 'Psf devel d CN ,
" ° „3s?
ve e` ii; on t on._, reap s r . e.n o ` as n rea r :_: E,, I t
Woods 197,910 38% 0.20 0.08
Open Space 98,950 19% 0.30 0.06
Pavement 217,580 42% 0.85 0.36

?,. ..•, ,. T :.4:;. ota s 514440
100%
a cu a
.4
Drainage Zone Runoff Coeff. Calculations: (cont.)
et e?an :; : V, dro o icy - ondRion -. , reas % ofMaiin Area
Woods 287,930 100% 0.20 0.20

.r? t ota 87,9M 1 6 s ea s

o _
PAdOy
Ara none #3 -`-?o\siivetc CN,
,.y , . ct +> r° e o ion Rion M.. r
o o R aslrt. rea PWbilht
Woods 12,830 10% 0.20 0.02
Open Space 38,460 30% 0.30 0.09
Pavement 75,910 60% 0.85 0.51

:;n, , ,r, ; °;,? o- ;:? •.,- -. a s 127,200
o 1 °o
:
a ct18
0.62
Use „os eve o e ° orn e?,.:
Water Gluality Poch' S[l= #1 &a#2) -, Postlevei?ndN` } ''
r 5 < : t
<h over Type _an ' _; O c on itlon>. A, ? . Area s % o Basin Area . • Yt . .' , ei . t
Woods 0 0% 0.20 0.00
O en Space 175,596 33% 0.30 0.10
Pavement 359,022 67% 0.95 0.64

.77 .r n:= r LS k o a 534,618 100°° , m a c a e? .7
Fn*?:..,_ see .Eost - eve. o p e to o5 t e? ". 0.7'
Project Number: Project Manager: Storm Drainage & Erosion Control Calculations
132.6958.00 J. Gamble for
Issue Date: Calculation By: Truliant Corporate Headquarters
10/22/2003 T. Sanchez •
Revision: Checked By:
12/22/2003 D. Powlen Time of Concentration
Predeveloped "Tc":
Drainage Len th 786 feet
I r)
vl Al
i4' -? Change in Elevation 74 feet
Change in Elevation 37 feet
Postdeveloped "Tc":
Based upon inspection, use minimum postdeveloped Tc = 5.0 min for all areas.

rx<},?'? ? ` ?
' Change in Elevation 66 feet
::_? Z?..
D
1 c mmT ] per i ure 9.03a
n
ram.,oe #
? .
2 r Rainfall Intensit
°. 4.6? m `r ,•?
er Fi ure 8.03d
10 r Rainfall Intensit -6.5?. inm'r ? per Figure 8.03d
50 r Rainfall Intensit
8.2 in /hr

er Fi ure 8.03
Draina a Len th 1260 feet
eIn Zone#2'?f? c 6.0-min,:, I er i ure 8.03a
2 r Rainfall Intensit °4:3'?in1hP ? er Figure 8.03d
10 r Rainfall Intensit - 6.2 in/hr- . er Figure 8.03d
50 r Rainfall Intensit ; 5.0in/hr per Fi ure 8.03
Draina a Len th 703 feet
c .. mm? ? per i ure 8.03a
? r?:Zone #3 ;?-,
2 r Rainfall Intensit 4.6 in/hr.. ? -per Fi ure 8.03
10 r Rainfall Intensit 6.5 in/hr{»?.Yper Figure 8.03d
50 r Rainfall Intensit 8.2, in Y ..'- ? Der Figure 8.03
A Number:, Project Manager: Storm Drainage & Erosion Control Calculations
132.6958.00 J. Gamble for
Date: Calculation By: Truliant Corporate Headquarters
10/22/2003 T. Sanchez
Ion: Checked By: Estimated Flows
12/22/2003 D. Powlen
Estimated Peak Storm Water Runoff:
"C" Rainfall Intensit Area Peak Runoff
o0e: Predevelo ed: 0.20 4.6 in/hr 5.27 ac 4.85 cfs
developed: 0.56 4.6 in/h 2.22 ac 1 5.75 f
stlmate r ost eve o e ea ow ncrease: 0.90 f
?. "C" Rainfall Intensity Area Peak Runoff
q Predevelo ed: 0.20 6.5 in/hr 5.27 ac 6.85 cfs
Postdevelo ed: 0.56 6.5 in hr 2.22 sr 1 8.12 cf
stimate 1 r ost eve o e ea ow Increase: 1.27 f
"C.. Rainfall Intensity Area Peak Runoff
Predevelo ed: 0.20 8.2 in/hr 5.27 ac 8.64 cfs
?
NM ostdevelo ed: 0.56 9.2 in h 2.22 ac 1 11.50 -qf-$-
Estimated 10
I r ost eve o e ea ow Increase: 2.85 cf
"C" Rainfall Intensity Area Peak Runoff
e Predeveloped: 0.20 4.3 Whirl 5.07 ac 4.36 cfs

± Postdevelo ed: 0.49 4.6 in hr 11.81 ac 1 26.85 cf
. Estimated r ost eve o e Peak Flow Increase: 22.48 gtai
"C" Rainfall Intensity Area Peak Runoff
PAM Predevelo ed: 0.20 6.2 in/hr 5.07 ac 6.29 cfs
ear,
ear- Postdevelo ed: 0.49 6.5 in hr 11.81 ac 1 37.93 cfs
_ Estimated 1 r ost eve o e ea ow Increase: 31.65 cf
'C.' Rainfall Intensity Area Peak Runo
Predevelo ed: 0.20 8.0 in/hr 5.07 ac 8.11 cfs
Postdeveloped:. . 0.49 9.2 in hr 11.81 ac 1 53.69 _gfE
Estimated 100 r ost eve o e ea ow Increase: 4 . cf
"C" Rainfall Intensity Area Peak Runo
t1 Z0 e # Predevelo ed: 0.20 4.6 in/hr 6.61 ac 6.08 cfs
Syear),- Post evelo ed: 0.62 4.6 in h 2.92 ac 1 8.30 f
Estimated r ost eve o e ea ow Increase: .2 f
"C" Rainfall Intensity Area Peak Runoff
ra r? Zone; Predevelo ed: 0.20 6.5 in/hr 6.61 ac 8.59 cfs
10 ear
Postdevelo ed:
0.62
6.5 in h
2.92 ac

11.73 f
I
Estimated 1 r ost eve o e ea ow Increase: 3.14 f
Rainfall Intensity Area Peak Runoff
'
Zone
r t1 Predevelo ed: 0.20 8.2 in/hr 6.61 ac 10.84 cfs
wa 1

OU }
year Postdevelo ed: 0.62 9.2 in/hr 2.92 ac 1 16.61 f
Estimated 5 r ost eve o e ea ow ncrease: 5.7
f
2 r Peak Runoff 10 r Peak Runoff 100 r Peak Runoff
O Site Predevelo
ed: 15.29 cfs 21.73 cfs 27.60 cfs
u
mm
?u
AP Post evelo ed: 40.90 f 57.79 f 81.
s .. r ., .
c t
ncrease:
P a
Project Number: - Project Manager: Storm Drainage & Erosion control calculations
132.6958.00 J. Gamble for 1LITTLE?
Issue Date: Calculation By:
10/22/2003 T. Sanchez Truliant Corporate Headquarters
5815 VJestparR Drive Cliarlotte, NC 2V21 7 1 704 525 6350 704 561 8700
Revision: Checked By: Estimated Flows
12/22/2003 D. Powlen ii -
Estimated Peak Storm Water Runoff: Water Quality Basin
Rainfall Intensity Area Peak Runoff
Predevelo ed:
?. gad * Postdevelo ed: 0.74 4.6 in/hr 12.27 ac 1 41.77 f
-, f
Estimated r ost eve o e ea ow: 41.77 Areas Rainfall intensity Area Pea Runoff

Predevelo ed:
r, f
10`year).' Postdevelo ed: 0.74 6.5 in r 12.27 59.02 f
? Estimated 1 r ost eve o e ea ow: 59.02 f
1 "C" Rainfall Intensit Area Peak Runoff
Predevelo ed:
t
ar) Postdevelo ed: 0.74 9.2 in r 12.27 ac 1 83.53 f
,
?'? ` Estimated 100 r ost eve o e ea ow: 83.53 cf
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WATER QUALITY
EXHIBIT
?Q' 132-6958-00

sot N. Trade Street date: 10/16/03 job #: 99239A
sapa s„ne 200
Winston Salem, NC project: TRULIANT WAY
rr1o1-291s
I.andsupe Archtoacturo scale: 1"=100'H V =10V sheet 1 Of 1
Clvll Englnearing P: 336.723.1067
Stimmel Associates, PA Land Panning F: 336.723.1069 description: STREAM IMPACT EXHIBIT
fax form
C CRETE
VERT
HEADWALL/WINGWALL
RETAINING WALL
TYPICAL BOTH
SIDES
----- --------T--
- - - - - - - - - - - - - -----
TOTAL STREAM IMPACT AS

MEASURED ALONG CENTERLINE
OF ST REA M 267.0 0 L F

I I t ?I ] AII11% A lf

I W_ 4 91

KI LA 711 1

`o?0F W a r?qpbi?
r
> -i
O '<
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 11, 2003
Forsyth County
DWQ Project #: 03-1324
Robin Team
Carolina Investment Properties, Inc.
16 South Main Street
Lexington, NC 27292
Subject: Invoice for Wetlands Restoration Program for Truliant Corporate Headquarters on
Hanes Mail Boulevard
Dear Mr. Team:
Reference is made to the 401 Water Quality Certification issued for this project on November 12,
2003. In the Certification, the Division of Water Quality (DWQ) neglected to specifically include stream
mitigation as a condition. Please note that this is error was our mistake, and should not be construed
as an omission in your application prepared by ECS, Ltd. In fact, your application was very well
prepared by Ms. Denise Poulos. Your existing Certification remains valid, and we do not intend to add
further conditions at this point; however, we understand that you may need the Wetland Restoration
Program invoice which DWQ customarily attaches to our Certifications, in order to obtain mitigation for
the purposes of the 404 Permit from the Corps of Engineers. Please find attached the W RP invoice if
you need it for further permit processing.
We regret this omission, and hope that it has not inconvenienced you. If you have any questions,
please telephone Cyndi Karoly at 919-733-1786 or Daryl Lamb at our Winston-Salem Regional Office
at 336-771-4600.
Sincerely,
Alan W. Klimek, P.E., Director
J RD/bs
Attachments
cc: Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
File copy
Central Files
Denise Poulos, ECS, LTD, 6909 International Drive, Suite 103, Greensboro, NC 27409
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/newetlands
North Carolina
Department of Environment and Natural Resources
?Ila
Michael F. Easley, Governor
William G. Ross Jr., Secretary NCDENR
October 15, 2003
Denise M. Poulos
Engineering Consulting Services, Ltd.
6909 International Drive, Suite 103
Greensboro, NC 27409
Subject: Project: Hanes Mall Boulevard
County: Forsyth
The purpose of this letter is to notify you that the North Carolina Wetlands Restoration Program (NCWRP) is
willing to accept payment for stream impacts associated with the subject project. Please note that the decision by
the NCWRP to accept the mitigation requirements of this project does not assure that this payment will be
approved by the U.S. Army Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is
the responsibility of the applicant to contact these agencies to determine if payment to the NCWRP for impacts
associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued
404 Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated October 14, 2003 the stream restoration that is
necessary to satisfy the compensatory mitigation requirements for this project is summarized in the following
table. The maximum amount of mitigation that the NCWRP will accept for this project is also indicated in this
table.
Stream
(linear feet Wetlands Riparian
acres Riparian Buffer
(ft2
Impacts 275
Mitigation Maximum 550
The stream mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404
Permit for impacts associated with the subject project in Cataloging Unit 03040101 of the Yadkin River Basin.
The mitigation will be performed in accordance with the Memorandum of Understanding between the N.C.
Department of Environment and Natural Resources and the U.S. Army Corps of Engineers dated November 4,
1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Since ly, n
0? ?C
Ronald E. Ferrell,
Program Manager
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACOE-Raleigh
Steve Mauney, DWQ Regional Office-Winston-Salem
File
Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619
[phone] Fax: [phone]

F WATF Michael F. Easley, Governor
9p
?o William G. Ross Jr., Secretary
\Q 6 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
?
O Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 12, 2003
Forsyth County
DWQ Project #: 03-1324
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE
Carolina Investment Properties, Inc.
16 South Main Street
Lexington, NC 27292
Subject Property: Truliant Corporate Headquarters on Hanes Mall Boulevard
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, to impact 267 feet of perennial stream for the
purpose of constructing a road to allow development of an office park as you described in your application dated
October 27, 2003. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 3404, which may be viewed on our website at
http://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use Nationwide Permit Number 14 when
the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you
go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying
404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified
below. If you change your project, you must notify us and you may be required to send us a new application. If
the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed
one acre, compensatory mitigation may be required as described in 15A NCAC 214.0506 (h) (6) and (7). This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and
any additional conditions listed below.
Conditions of Certification:
Certification of Completion
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Stormwater Condition
2. An additional condition is that a final, written stormwater management plan (including a signed
and notarized Operation and Maintenance Agreement) shall be approved in writing by this

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
Re: Truliant Corporate Headquarters, Forsyth Co., 03-1324
Subject: Re: Truliant Corporate Headquarters, Forsyth Co., 03-1324
Date: Wed, 03 Dec 2003 08;01:09 -0500
From: John Dorney <[e-mail]>
To: Cyndi Karoly <[e-mail]>
give me the file and we'll see what we can do. thankx
Cyndi Karoly wrote:
>Your opinion please. The consultant (one we trust - Denise Poulos) did
>a good job with the application, there was a pre-app visit and the
>project was blessed by Daryl Lamb. They proposed 267 feet of perennial
>stream impacts, to be mitigated by WRP, with the WRP approval letter
>enclosed with the PCN. All's fine. Then Central started goofing. The
>triagers duly noted it was complete and voted for issuance. Since it
>had mitigation, they should have passed it to me for 401 preparation,
>but they gave it to Bev instead. No word of mitigation or deed
>notifications in the 401, although the storm plan condition was included
>in accordance with a note in the jacket - wouldn't expect her to know
>about mitigation, of course.
>The Corps is going to require mitigation, but we're the ones who provide
>the WRP invoice with the 401. Since our 401 says the project is
>approved "as described in the application" and the description included
>mitigation, can we send them a revision that includes mitigation for the
>401 along with the invoice?
> _
-7 think the latter is more appropriate, a
W staff long with -a?-remin
> o?all staff to make better notes in the file jackets and to pass all
>complicated 401's to professional staff. if there are any notes at all
>indicating complication, Bev instantly passes them to me.
Y
I of 1 12/4/03 10:05 AM
Wetlands Tracking
4
Facility Name Truliant Corporate Headquarters I County Forsyth ?J
Project Number 03 1324 County2
0Inactive Region Winston-Salem
I
Project Type purpose of road to develop office park I DCM Office
Location Burke Creek Winston -Salem I COE Office Raleigh
I
Last Total Total Total !
Recvd Sent to Recvd Action 401 401 Total Mit Mit t
Recvd From Date Region Region Y Date Last Action Acres Feet Acres Feet
Inspection Date
` r
r l
a
ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental
I
Mr. John Domey
North Carolina Division of Water Quality
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604-2260
Subject: Pre-Construction Notification Application
Request for 401 Water Quality Certification
Truliant Corporate Headquarters
Winston-Salem, Forsyth County, North Carolina
ECS Project G-7985A
Dear Mr. Dorney:
FILE COPY

October 27, 2003
WETLANDS 1401 GROUP
OCT 2 S 2003
WATER QUALITY SECTION
Please find seven copies of the Pre-Construction Notification Application for the above referenced site.
The site is an approximate 17.845 acre tract located east of Hanes Mall Boulevard in Winston-Salem
(Figure 1).. The site is being evaluated for development with an office building that will serve as the
headquarters for Truliant. For access, Truliant Way will be constructed from Hanes Mall Boulevard onto
the site.
Burke Creek crosses the western portion of the site. The construction of Truliant Way will impact
approximately 267 linear feet of stream channel as shown on the attached exhibits. An application for
NWP 39 was submitted to the U.S. Army Corps of Engineers on September 10, 2003. The proposed
impact at that time was limited to 149 linear feet. Since then, NCDOT has rejected the original design.
In order to comply with NCDOT's requirements, the impact to the stream is increased to 267 linear feet.
A letter prepared by Mr. J. Neal Tucker with Stimmel Associates, PA explaining the original design and
the subsequent NCDOT requirements is included with this package.
When developed, the site will contain more than 30% impervious surfaces. In order to comply with
NCDWQ requirements, a stormwater management plan is being prepared. Mr. Todd St. John with your
office has been consulted concerning stormwater management requirements for the site.
In order to mitigate for this impact, we propose payment to the NCWRP. A letter dated October 15,
2003 indicates that NCWRP is willing to accept payment for mitigation associated with this project.
On behalf of Carolina Investment Properties, Inc., I am requesting that a 401 Water Quality
Certification be issued to authorize the impact to 267 linear feet of Burke Creek. There are no other
streams or wetlands on the site. We are not anticipating any additional stream or wetland impacts at this
site.
6909 International Drive, Suite 103 - Greensboro, NC 27409 - [phone] • Fax [phone]
Offices: Aberdeen, MD • Atlanta, GA • Austin, TX - Baltimore, MD • Chantilly, VA • Charlotte, NC - Chicago, IL • Cornelia, GA • Dallas, TX
Danville, VA • Frederick, MD • Fredericksburg, VA - Greensboro, NC • Greenville, SC • Norfolk, VA - Orlando, FL • Raleigh, NC
Richmond, VA • Roanoke, VA - San Antonio, TX • Williamsburg, VA • Wilmington, NC - Winchester, VA
-Section 401 Permitting
7Yuliant Corporate Headquarters
ECS Project G- 7985A
October 27, 2003
As previously stated, an application for stream impact was submitted to the USACE on September 10,
2003. Due to delays with NCDOT and subsequent design changes, a substantial amount of time has
passed. We request that this application be processed as quickly as possible. Please feel free to contact
me at [phone] if you have any questions concerning this request or if additional information is
required. Thank you in advance for your timely consideration of this matter.
Sincerely,
7 ERINNG C SULTING SERVICES, LTD.
erase M. Poulos ??
Principal Scientist
Attachment: Pre-Construction Notification Application
401 Water Quality Certification Fee - $475.00
2
CAROLINA INVESTMENT PROPERTIES
ROBERT A. TEAM, JR.
POST OFFICE BOX 1066 • 16 SOUTH MAIN STREET
LEXINGTON, NORTH CAROLINA 27293
TELEPHONE [phone]
TELECOPIER 336-243-2680
[e-mail]

September 10, 2003
Mr. Todd Tugwell _
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
_i Raleigh, North Carolina 27615
Subject: Agent Authorization - Truliant Way
Winston-Salem, Forsyth County, North Carolina
ECS Project G-8437
Dear Mr. TugwelI:
This letter is to verify that ECS is authorized to act as our agent in matters pertaining to wetlands,
including U.S. Army Corps of Engineers verification and permitting, for the site located on Truliant Way
in Winston-Salem, NC.
Sincerely,
CAROLINA INVESTMENT PROPERTIES, INC.
Robin Team
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
to any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Carolina Investment Properties, Inc
Mailing Address: 16 South Main Street
Lexington, North Carolina 27292
Mr. Robin Team
Telephone Number: 336-243-2600 Fax Number: 336-243-2680
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Denise M. Poulos
Company Affiliation: ECS, Ltd.
Mailing Address: 6909 International Drive
Suite 103
Greensboro, NC 27409
Telephone Number: 336-856-7150 Fax Number: 336-856-7160
E-mail Address: dpoulosna ecslimited.com
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Truliant Corporate Headquarters
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Forsyth Nearest Town: Winston-Salem
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From Greensboro:
West on I40, north on Hanes Mall Boulevard. The site is on the east side of Hanes
Mall Boulevard, approximately 1,000 feet from the interstate.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 17.845 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Burke Creek
8. River Basin: Yadkin/PeeDee
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site and surrounding areas currently contain
residential and commercial development.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used:
site is being developed with an office building and narking lots. Trucks
11. Explain the purpose of the proposed work: The purpose of the work is to develop an
office park. In order to develop the site, a roadway (Truliant Way) must be extended
from Hanes Mall Boulevard onto the site. This will involve crossing Burke Creek
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A NWP 39 was requested for this project on September 10, 2003 Due to NCDOT require-
ments, the road crossing was modified. A letter prepared by Mr. J Neal Tucker with
SAPA explains the proposed crossing and the modifications required by NCDOT This
letter is included with this package.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
We do not anticipate that future permits requests will be made for this project
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8
1. Provide a written description of the proposed impacts: Approximately 267 linear
feet of stream channel will be impacted by road construction
2. Individually list wetland impacts below: NA
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hqp://www.ferna.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
#1 culvert/rip-rap 2671f Burke Creek 10 Feet Perennial

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at I-800-358-9616, or online at
www.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Page 4 of 8
Cumulative impacts (linear distance in feet) to all streams on site: 267 linear feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NA
Open Water Impact
Site Number

indicate on ma
Type of Impact* Area of
Impact

acres
(if Name p Waterbody
applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, oceanetc.

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): X uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): dam/embankment
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): stormwater requirement
Size of watershed draining to pond: -13 acres Expected pond surface area: 14, 982 ft2
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Please see the attached letter prepared by Mr. J. Neal Tucker with SAPA
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 5 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.htm].
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The client proposes payment to WRY for mitigation A letter from WRP indicating
their willingness to accept payment for mitigation is attached
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrl)/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 6 of 8
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X: Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Page 7 of 8
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
When developed, the site will have 54.9% impervious surfaces. A stormwater management
plan is being prepared. Mr. Todd St. John has been consulted concerning the proposed
Dian.
XII. Sewage Disposal (required by DWQ)
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.
The site will receive municipal sewer services.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
An application for stream impact was submitted to the USACE on September 10, 2003.
Due to delays with NCDOT and subsequent design changes, a substantial amount of time
has _passed. We request that this application be processed as quickly as possible.
?icant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the
O a--? n _-_?>
Date
plic nt is provided.)
Page 8 of 8
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76
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?l? ??/?- ?.- (11 r , .\'??\\tf`- , L( .?r i ?..,,t?y?I) "?11 ,Z? .r ,/,?•.. /, ?/' ..,:'?-?1??` •..
("' ??1 I /?`ti.\r-jf-• ?f? .t? ?Jf'?` •'?` ? `.?,/' ??`yjl'?'Il.? 'l?.?lf1,?+•y,?\ )??o ''? v?. Y - ?-
\\\`>??.. _.? )?, li ?%%' 1 i ?? =T}? ? `cy.;:s" `- .ti 4-•?e
N
rr FIGURE 1
SOURCE:
s USGS TOPOGRAPHIC MAP, SITE LOCATION MAP
WINSTON-SALEM WEST, NORTH LTD APPROXIMATE 18 ACRE TRACT
CAROLINA QUADRANGLE BURKE MILL ROAD
DATED 1950 AND REVISED 1994 WINSTON-SALEM, NC
SCALE: F'= 2,000' ENGINEERING
CONSULTING ECS PROJECT G-7985
SERVICES,LTD

sapa
Stimmel Associates, PA
Landscape ArchkoMrs
Civil Engineering
Land Planning
October 15, 2002
Denise Poulos
ECS, Ltd.
6909 International Drive
Suite 103
Greensboro, NC 27409
Re: Justification for Proposed Stream Impacts Associated with Truliant Way
Winston-Salem, NC
Dear Denise:
This letter outlines the reasons why the stream impacts associated with the Truliant Way box
culvert must exceed 150 linear feet.
The project involves the construction of a 160,000 square foot office facility. Truliant Way serves
as the entrance into the facility. The tract of land being developed is situated between Interstate
40, Hanes Mall Boulevard and publicly and privately owned land. Burke Creek runs parallel to
Hanes Mall Boulevard adjacent to the project. Access to 1-40 is controlled, therefore the only way
to access the site is from Hanes Mall Boulevard which involves crossing Burke Creek. Hanes
Mall Boulevard is a NCDOT roadway with the right-of-way extending to the centerline of Burke
Creek, therefore the culvert structure for Truliant Way must be approved by DOT. Due to the
amount of traffic generated by the facility, DOT required the driveway to be comprised of three
lanes, one inbound and two outbound. The inbound and left turn outbound lanes are separated
by a 12-foot wide median. The median width is equal to a single traffic lane and is required so
that traffic lanes align with the existing driveway lanes into Hanes Mall, which is directly across
Hanes Mall Boulevard. Alignment of the lanes is a requirement imposed by DOT. The location of
Truliant Way cannot be shifted along the stream because it is required to align with the Hanes
Mall Boulevard entrance.
The original design concept taken to DOT involved a culvert with tall headwalls and wingwalls
with a resulting stream impact length of less than 150 feet. After much negotiation, DOT rejected
the concept proposal and is requiring the culvert to be of sufficient length to allow 2:1 side slopes
from the shoulder of the road down to the end of the box culvert with standard height headwalls.
Reasons given for rejecting the original design concept included potential scour problems on the
embankment slope of Hanes Mall Boulevard resulting from culvert orientation and high discharge
velocities, and maintenance concerns associated with the tall headwalls. Complying with DOT's
requirements results in a culvert length of approximately 192 feet. The total stream impact length
with rip rap dissipator is approximately 267 linear feet.
Every effort has been made to minimize the impacts associated with this culvert, however the
entire geometry of the crossing has been dictated to us including: driveway location, driveway
width, culvert length, etc.
601 N. Trade Street, Suite 200
Winston Salem, NC 27101
P: 336.723.1067 F: 336.723.1069
r
Please call me if you have any questions.
Sincerel
Neal Tucker, P.E.
Stimmel Associates, P.A.
Cc: File
Robin Team
STORM DRAINAGE &
WATER QUALITY
CALCULATIONS
FOR
TRULIANT
CORPORATE
HEADQUARTERS
Winston-Salem, NC
www.IittIeonIIne.com
c?` ?'.•'?? S51oNg A,
>??QQpFE l ?q
SEAL
027069
• s
'?aQQ'•. NG116, `??`?
Oil DATE: 10/22/2003
Truliant_Detmaster_102203.xls; 10/24/2003
Project Number: Project Manager: Storm Drainage & Erosion Control Calculations
132.6958.00 J. Gamble for
issue Date: Calculation By: Truliant Corporate Headquarters
10/22/2003 T. Sanchez 5815 Wesipark Drive Charlotte - NC 04 561 2821
[Revision: Checked By: T: 7D4 525 G350 D. Powlen Water Quality Basin Calculations
WATER QUALITY REQUIREMENTS
Procedures outlined in the NCDENR "Stormwater Best Management Practices" are used to meet water quality
requirements for the project. The required pond surface area and storage volume guidelines presented in the
manual provide for a wet pond that will meet an 85% pollutant removal efficiency. The guidelines also require that
the pond detain the first 1" of rainfall and release this volume over a period of 2 to 5 days. Calculation for these
requirements are below.
Surface Area Requirements:
Drainage area to pond (Da) = 12.27 Ac
Post-development impervious area percentage = 67 %,
Average pool depth = 3 ft
Design permanent pool elevation = 794
Table 1.1: Surface Area to Drainage Area Ratio for Permanent Pool Sizing for 85% Pollutant Removal Efficiency In the
Piedmont, NCDENR Stormwater BMP Manual
°c 1mpervtol?s
, r+ ermanent, oo e "t f i °M
h
Code ' ?f. 3.0.* < 4.0 ' 5t0, 6:0` '-7.0 ca
10 0.59 0.49 0.43 0.35 0.31 0.29 0.26
20 0.97 0.79 0.70 0.59 0.51 0.46 0.4T-
30 1.34 1.08 0.97 0.83 0.70 0.64 0.62
40 1.73 1.43 1.25 1.05 0.90 0.82 0.77
50 2.06 1.73 1.50 1.30 1.09 1.00 0.92
60 2.40 2.03 1.71 1.51 1.29 1.18 1.10
70 2.88 2.40 2.07 1.79 1.54 1.35 1.26
80 3.36 2.78 2.38 2.10 1.86 1.60 1.42
90 3.74 3.10 2.66 2.34 2.11 1.83 1.6L_ I
Notes: Numbers given in the body of the table are given in percentages. Coastal SAIDA ratios can be obtained from the
local DWO Regional Office.
From Table 1.1, the req'd Pond Surface Area to Drainage
Area ratio for the given perm. pool depth is = 2.74 %
Req'd permanent pool surface area: (Sa/Da Ratio/100) * Drainage area = 0.34 Ac
Permanent pool surface area of pond at design elevation = 0.34 Ac OK
1" Rainfall Storaae Volume Reauirements:
Use "Simple Method" for determining runoff volume: Rv = 0.05 + 0.009(1) ; where Runnoff Coefficient, Rv = storm
runoff (inches)/storm rainfall (inches), and Percent Impervious, I = Drainage area (acres)/Impervious portion of the
drainage area (acres). Volume = 1" Rainfall*Rv*Draina a Area acres
Rv = 0.05 + (.009 * 67 ) = 0.65 in/in
Req'd 1" Rainfall Storage Volume= 1" * 1ft/12in * ( 0.65 ) * ( 12.27 Ac)= 0.67 acre-feet
or
29,085 cubic feet
Approx. req'd pool depth above permanent pool surface for 1" runoff storage volume = 1.94 feet
Project Number: Project Manager: Storm Drainage & Erosion Control Calculations
on-
132.6958.00 J. Gamble inn"
Issue Date: Calculation By:
10/22/2003 T. Sanchez Truliant Corporate Headquarters
Revision: Checked By: 704 525 • 704 5G1 E3700
D. Powlen Water Quality Basin Calculations (cont.) _
1" Rainfall Storage Volume Verification: (for as-designed aond)
s u 4,
faIevaUOn ,1
?? Surfed
t Ar
" r acie gVMulative
?41ume
adre=ir et 3
794.00 0.3439 0.0000
795.00 0.3818 0.3623
796.00 0.4200 0.7627
797.00 0.4574 1.2008
798.00 0.4961 1.6769
799.00 0.5360 2.1923
Interpolation tom e evation a wh ich requrre `rain i
r c
d
e
:
f mss:
:- -
Elevation 'Storage ? t ?.
Area c 7:
795.00 0.3623
lculated
0.6677 Storage
r 795.76
796.00 0.7627 ol E lev.
po
1" Rainfall Storage elevation 1.76 ft above the perm. pool elev.
Determine Orifice Size for 2-5 day Drawdown•
Use the orifice falling head equation to calculate the maximum and minimum orifice diameter for a 2 to 5 day
drawdown.
a = (2A * h^0.5) / (c * t * (2g)^0.5)
where: a = orifice area (sq-ft)
A = average pond surface area (sq-ft)
h = change in head, (ft)
c = orifice coefficient, 0.6
t = time for drawdown, (sec) ; use minimum 2 days (172,800 sec) & maximum 5 days (432,000 sec)
g = acceleration due to gravity, 32.174 ft/sec^2
Given: Average pond surface area = 16,432 sq-ft
Change in head = 1.76 ft
Maximum Orifice Size (2 day drawdown): 0.0525 sq-ft
or
3.10 in-diameter
Minimum Orifice Size (5 day drawdown): 0.0210 sq-ft
or
1.96 in-diameter
Use 3.00 in-diameter Orifice; approximate time for 1" rainfall drawdown is = 2.14 days 7" 77

: ? R u aced rea ` escn tionf
Buildings/Future Buildings SubArea#1 f rea s
41,350 o 4 ` Basin Area
8% d ace .
Impervious ota u , ite=O
Pavement/Future Pavement SubArea#1 264,787 50% Im ervious 67%
Future Pavement SubArea#2 52,885 10% Impervious
Grass Natural Area SubArea#1 164,902 31% Pervious

Grass/Natural Area SubArea#2
10,694
2%
Pervious 33%

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ENGINEERING CONSULTING SERVICES, LTD. = ;I . _r ` _ ?' .!
Geotechnical - Construction Materials - Environmental
FILE COPY
October 27, 2003
Mr. John Dorney
North Carolina Division of Water Quality
2321 Crabtree Boulevard v'
Suite 250
Raleigh, North Carolina 27604-2260
Subject: Pre-Construction Notification Application
Request for 401 Water Quality Certification
Truliant Corporate Headquarters
Winston-Salem, Forsyth County, North Carolina
ECS Project G-7985A
Dear Mr. Dorney:
WETLANDS/ 401 GROUp
OC T 2 8 2003 .
WATER QUAL/Ty SEC710jy
Please find seven copies of the Pre-Construction Notification Application for the above referenced site.
The site is an approximate 17.845 acre tract located east of Hanes Mall Boulevard in Winston-Salem
(Figure 1). The site is being evaluated for development with an office building that will serve as the
headquarters for Truliant. For access, Truliant Way will be constructed from Hanes Mall Boulevard onto
the site.
Burke Creek crosses the western portion of the site. The construction of Truliant Way will impact
approximately 267 linear feet of stream channel as shown on the attached exhibits. An application for
NWP 39 was submitted to the U.S. Army Corps of Engineers on September 10, 2003. The proposed
impact at that time was limited to 149 linear feet. Since then, NCDOT has rejected the original design.
In order to comply with NCDOT's requirements, the impact to the stream is increased to 267 linear feet.
A letter prepared by Mr. J. Neal Tucker with Stimmel Associates, PA explaining the original design and
the subsequent NCDOT requirements is included with this package.
When developed, the site will contain more than 30% impervious surfaces. In order to comply with
NCDWQ requirements, a stormwater management plan is being prepared. Mr. Todd St. John with your
office has been consulted concerning stormwater management requirements for the site.
In order to mitigate for this impact, we propose payment to the NCWRP. A letter dated October 15,
2003 indicates that NCW" is willing to accept payment for mitigation associated with this project.
On behalf of Carolina Investment Properties, Inc., I am requesting that a 401 Water Quality
Certification be issued to authorize the impact to 267 linear feet of Burke Creek. There are no other
streams or wetlands on the site. We are not anticipating any additional stream or wetland impacts at this
site.
6909 International Drive, Suite 103 - Greensboro, NC 27409 - [phone] - Fax [phone]
Offices: Aberdeen, MD - Atlanta, GA - Austin, TX - Baltimore, MD - Chantilly, VA - Charlotte, NC - Chicago, IL - Cornelia, GA - Dallas, TX
Danville, VA - Frederick, MD - Fredericksburg, VA - Greensboro, NC - Greenville, SC - Norfolk, VA - Orlando, FL - Raleigh, NC
Richmond, VA - Roanoke, VA - San Antonio, TX - Williamsburg, VA - Wilmington, NC - Winchester, VA
Section 401 Permitting t
Truliant Corporate Headquarters
ECS Project G- 7985A
October 27, 2003
As previously stated, an application for stream impact was submitted to the USACE on September 10,
2003. Due to delays with NCDOT and subsequent design changes, a substantial amount of time has
passed. We request that this application be processed as quickly as possible. Please feel free to contact
me at [phone] if you have any questions concerning this request or if additional information is
required. Thank you in advance for your timely consideration of this matter.
Sincerely,
7ERING C SULTING SERVICES, LTD.
emse M. Poulos L
Principal Scientist
Attachment: Pre-Construction Notification Application
401 Water Quality Certification Fee - $475.00
2
DETACH AND RETAIN THIS STATEMENT
THE ATTACHED CHECK IS IN PAYMENT OF ITEMS DESCRIBED BELOW. IF NOT CORRECT PLEASE NOTIFY US PROMPTLY. NO RECEIPT DESIRED.
Engineering Consulting Services LTD.
DATE ACCOUNT DESCRIPTION AMOUNT

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r`r'' r ~ LEM ` ~ 1, TEMPORARY BENCHMARK iS A MONUMENT FOU OXIMATELY 2235' ~ ~ . ONUMENT FOUND APPR f~ ~ ~ ~ , -
r f ;TJSTON SA ~ f' CITY GF TO THE NORTHEAST OF THE SITE. ELEVATION ` S-9 ~ ~ T LOCATION. ELEVATION = 872.37. SEE SURVEY FOR 8 ~ , ' ~ ~ ~ 8
ONEt~ R ? d ELEV. DATUM NGVD 1929 IXAC ' f e ~ 1~ , ~ ~ ~ y, ~ raw; _ 2
f t~ -j' ~ ~ 1 ~ ~ 2'S .g9 N.C.GS. W36 BOLSIL 2, ALL NEW CONTOURS AND SPOT ELEVATIONS AI :LEVA110NS ARE SHOWN AS FlNISHEO GRADES, . ~ .3 ,
! ' ~ ~ 6~ N- 646801.686 ING CONTRACTOR MUST MAKE ALL01 THE GRAD ~ , ~ , tJ ANCES FOR THICKNESS OF PAVI ~ ~ T MAKE ALLOW L, ~ - " SOIL WHEN GRADING. • ~ :Y~,
, ~ ~ p~5 G E- 1618662.117 SECTIONS, CONCRETE SLABS, AND 4 OF REDI a ID4 OF REDISTRIBUTED TOP ~ www.littleonline.com
' <e R~0 PRA ELEV. 872.37 f~ ` , G _ a 3. THE ENTIRE SITE WITHIN THE LIMIT OF CONSTR • L, ~ 0 CSF - 0.999974.2 TURK! IT OF CONSTRUCTION SHALL BE GRADED TO ' ~ ~ , r;, ~ , r
r ~ DRAIN FREELY. ALL UNPAVED AREAS UIS LEAS UISTURBEO BY CONSTRUC110N, WHETHER ,r Tbu t r .F,~ ~ \ „~V f drawi and dx dr 1 p10?~`
4.66 G INSIDE OR OUTSIDE OF THE LIMIT OF CQNSTRI f OF CONSTRUCTION, SHALL BE FlNE GRADED AND - "A° ~ . w \ ' • r Attiln'tzttrtral Cencuhin The ~ , , , ~ Lttle Dakrnfted g• ~ ANENT LAWN. •60 L,~ ~'s`•• ~ ° ~c~~ 'i, , 'n oro~berrueo tf~.cdraavin
SEEDED TO ESTABLISH A PERMANENT LAWN. i ,3 f ~ ~ , ,~0 E ~ ON 0 ~ r ` ' ~ ~ :t ' it robibited and as .N
r 80'07 h 4.66 DRAINA~ N ~P ~ 4. CONTRACTORS MUST COORDINATE ALL :ALL DRAINAGE • '`5` . ,Y 1ST _ .W. , • WITH DISK • ~ ~,u STRUCTURE GRATES AND TOP ~ y , ~ ~ • ~.$2 .1 M mfirngement will be tuhject to lrgol action.
' : j 101 ~ 4 ELEVATIONS SHOWN WITH ACTUAL FlELD COND CONDITIONS TO INSURE THAT GRATES ~rw ` ~ tip, , FlELD , ~ ~ 11 ` , i " , P ~ 29 ~ B i~ R Nr EASEMENT t ;S84'27 •
I. ~ I ' , , AND TOPS ARE FLUSH WITH FlNISHED GRADE, , f ' , ~ ~ ~~e . SHED GRADE, B ~ - / F y r U~~ A f ®1Atf~C 2oO3 ' ' OV p4 ~ ~ ~..y.*.,,....; 828•.._. , ; ~a~:~~~~ ~ r~ FROM PB. 26 PG. 1 21.38
. -v r (STING U' . . , r,.. i ~ ; ~ . = ~ 5. CONTRACTOR SHALL PROTECT ALL IX , CLUDING SANITARY, ~ ~ r; ~ . . l IXISTING UTILITIES (N •
: 1~ 73 r- WATER FROM DAMAGE ' 3 STORM DRAIN f j' t . CONSTRUCTION. ALL ~ M DAMAGE DURING ~ ~ ~ ' FRO ~ ~ s~ ~ ~
• °e° COI , r~L it u°~ A;, ° • .w , ' ~ ~ ~ ° ~ UNDERGROUND UTILITIES EXPOSED DURING IN m.. - ~ .m ~ ~ ~ .a~~ ~ G CONSTRUCTION OR THOSE LEFT 1MTH _ , 3 ' ~ti,
f- . N , ' E ' AA• e4nhw`~' LESS THAN ACCEPTABLE MINIMUM EARTH COV f ~ ~ ~ ~~N S ~ , ~ r ~ , M EARTH COVER SHALL BE RELOCATED AS ' . ,M,~ ~ \ l r~`•:,. ` it t,.., :.z., ~ ~ i ^
• , 3 E „ , n. ? DETERMINED BY 3q 0 - . ~ ~ ~ a~ i ~ \ ~ TP _ ~ T~P
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i ~11 AREA CALCULATION SUMMARY
`.S AREA IMPERVIOUS PERVIOUS
F f / DESI NATION AREA AEA
Ib ' SUB-AREAS 306,137 sf 164,902 sf
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Mill
POST- DEV ELOP E
WATER QUALITY
EXHIBIT
NOT FOR CONSTRUCTION 'PROJECT NO, -
132-6958-00
50 25 0 50 100
10-23-03 SCALE 1" = 50' C-SK1

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„ „ ~,ti / ~ ~ ~ ~ P. / ~ K TEM - , w, / / ~ r . ' - ~ ~ - ~ ,
` TRU TION 1 ~ ~ ~ ~ EX. TREES .CONS C .w . ~ r . , / : ' -T0 REMAIN
+r ~ ~ ACCESS r l .J ~ ~ r,f d.i. ~ ~
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_ _ r~[~ / ; ~ , ~ .a~ ~ ZONED:
w ~ ~ ~ ~
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BLOCK 2984, LOT 107 " ~ _ . y ~ ~ • / ~ ~ ~ ~ ,s";Y
DEREK ROSS LIDBOM ~ 2970 SAINT MARKS ROAD / ~ ~ ~ BL06K 3807,11GYt'S 410 d 4156" ~ ~ ~ ` ` ~ ~ ~ \ w w w . I i t 1 I Q o n I 1 n e . c o m
WINSTON~SALEM NC 27103 ~ / CHARLfSTOV1A~HOIdEOWNERSASSOCIATI,pN~ ~ ~ ~ ~ ~~A ,
m ZONED: RM~B / , r • 129 CHA'RLE3TOy?Mf gRCLE ~ ~ ~ ~ / ~ ~ , ~ ~ Tlwir ud tballarldr
BLOCK 2984 LOT 108 / ~ A WINSTON-BALEMNC271Qa ~'~u.~' ~'i ~ ' ' ~ P'~ / / \ ' P6.28, PG.1 . ~ ' : ? ~ 2CNJED ~ ~ ~ of liar Dnerrr,'~II A,d1iI Caniwkig. Tbc
ROBERT S. BUNYAN I / ~ ` \ ZONES: ftM=12 z ~ ' y ti , ' ~ ~ raprouitc?ion, ar osbrr rrte of tbu ~ri4q
2970 SAINT MARKS ROAD WINSTON~SALEM NC 27103 , A - ' ~ , 'F+f~°~~ \ MdlAXS111AIKIfiIlCtVi!lNf~il~~tl~tl/dA~' \ z L \ ir~ip><f//dplX~jb7to,lg6latboa
ZONED: RM-8 , v PHA~E~;. ~ ~
' ; BLOCK 3807, LOTS 3E d 3M S1T41'53"W
BLOCK 2984, LOT 109 CHARLES M. DAVIS JR. , . / / / \ ~ ' BOBBY J. CARMiCHAEI d ~ 43,44' ~ ti ~ ~
. 2970 SAINT MARKS ROAO ~ ~ / / \ -tfYPl 1 ~ ' { BETTIE CARMICHAEL ~ \ ~ ~ ,r ~ ` { , 1718 BURKE MILL ROAD
WINSTONv'"ALEM NC 27103 , / ' k ` WINSTON~SALEM NC 27103 ~
ZONED: RM-8 _ ~ ~ ~ ~ / ~ ~ , ~ , ~ DB.1202, PG. 372 ~ d, /
BLOCK 2984, LOT 110 ' ' ;~r~; ZONED RS-A / / r~ ~ A h ~ - / ~ ' - Q~ / 15' TYPE I ~ ~ , , _ _ r ~ ~
DAVID R. BORDEN 8 / ~ ~ ~ a•, ~ / / ~ 15' TYPE III ay
G. LYNNETTE BORDEN 2970 SAINT MARKS ROAD ti ~k~ ~ A . BUFFERYARD
WINSTONSALEM NC 27103 • . _ . ,x / / ~ ! i ~ r.' ~ C" d / ~ Tom. ~ '~+i ~y R
ZONED: RM-8 , yl~~ { ' ' RE R/11NI G ' / , ~ 'r ~11~;" ~ y.. O'~ 5 -
~ , 1... eLOCK2~?,LOT111 d ~ ZONED. '~r , ZONED. N ~ ~ 'F r~ _ ~ v ~x 1 / 1. f ~ S Stimmei Associates PA
, ~t PATRICIA M. ROBERTS ' ~ ~ Landscape Architecture
2970 SAINT MARK5 ROAD ~ / ~ . ~a;~ s r 4~
WINSTON~SALEM NC 27103 BLOCK 2984, LOT 301 i ~ add LOTS 302 303 304 305 308 30A ` . ZONED: RM-8 / ~ ~ ~ ~ti ~ Civil Engineering ' ~ F'< sa• ~ ~ / / ` ~ , ~ ~ ~ , Land Planning
WEST1~fVISTER PLACE ASSOCIATI01~, INC. ' ~3~7.94 ~ti. % +r' f t! ~ _ i4 / / J' , ' ~ ~ ~ f < ~~~1 ~ry 601 N. Trade Street, Suite 20Q
' ` P.O. BOX 5102 u,~ ai93.27 ~ t y NSTON~SALEM NC 21113 ~ 7 / / I / ' ~ k• Winston Salem. NC 27101-2916
i ~ cd~94.59 i9 ' / / S74"51' 2'W ~ P. 336.723.106 f. 336.723.1069 ` - r _ ~ ~ ,
; , ~ P8.24, PG. 158 : ZONED: ~ . _ . ~ ,y, cb S73Y5g14 E 1 { . ~ I t ' i I' 1'1013"W '15814 E 38. 4' ~ , ~ 1 _ ~ r 38.59'
~ U~ , ~ 1 ; . ~ ~..n , r ~i / 4 SEALS Illduulrlllrrr
a• , ~ , . ~ , , , , , ~ 5 SIDEWALK TO CITY M MENT ' - - 15' TYPE II ,6 ONU . ~ , i
kcP N - • , • , ; , . ~ " , , OF WINSTON,SALEM PROPERTY LINE OF SIDEYARD ,6 ~ , ~ SPIRE SCULPTURE N~. • , y ' ~ ~ , STANDARDS WESTMINSTER PLACE " ~ (NOT TO EXCEED 100' BUFFER 1. I ~ ~ ..~..5 ' I 4:1.~~ /~/Q-~ I ro~
t' ~ y . LIMITS OF IN HEIGHT) r ~ . . m 'r..' ~ , " . ~ ~ ~ " ~ ~ ~ i
, ~ ' . , . , , PUBLIC RNV _ (OPTIONAL) ~ ~~~~t~~~,~~~1,,~~,~~~~:~...~, ~ ~ ~ , ~ ~ ~ ; r.4o4a~ aW PROPERTY LINE ~ '`fie ~ ~,r'' "'+r- .K" .`y A 4 . ~ ~ y hY _ ry:~:. SEAL ~ ~t
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y.... ` ~ ~ ~ ~ ' a~328.32' BLOCK 3807, LOT001D ~ F MENT n. ' X~, _ ~ ~ ~ 0 AGREE ~ry 1 1 , . ~ , .t~. ~ , y ~ 1 , • 1; 'I ' ' cd~319.39' GTY OF WINSTON-SALEM r , ~ r . ; , . ~ . n° x „ r . ~ ~ . fir,; , ~ P C-64
~ ,a t, ~ 1 ~ ~ I , - ~ ,A~"; , y`; `'`1~ ~ 'y ~ ~ ~ ZONED. R^~Q- h o r~98~F.69: ~ ~ ~ f , ~ ~ ~~i: ' i, ~ ~ ~ ...,,a,. - r.~ .
' 4~.. ti~ . ca-S39'St 43 E n m _4,0 ~H PAINTED OR - s~ ~ r~ ~ , w a ~ ~ , . ~y ~ r' , ~ 1'rj. , 1 ~ ,g ~ 111111111j1
~ , ; ~ a VINYL CLAD CHAIN a=2s4.45' - ~ ~ ~ y . 10 SIGNAGE u u b cd=283.46' ~ ~ ' ~ i .e-a a * ~ r v , ~ r~ a i. y. x Itllrr
q~ , , ~ ~ ~ ~ LINK FENCINGTYP. ~ Y y ~ , ~~,ti ~~,~,.~r, ,1, ; , EASEMENT ~ ~ s~6'3r~3 E cc~s37'2s4s E 4 V` ~ ^ V v ~ rd ~ a: , W. ~ ~'1, V , f
r . , ~ 1 y ~ RETAININ . ~ 1~~; t, o EX. TREES ~ ' ~ . , t. . - ~ y .,y~~ t ">f~7 r .
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~ ~ 580"1149 wT0 REMAIN ~ : WALL ; 1 t ,~11, 111 ` ti y , $ ~ , / ",~~1,, ~ ~til. ~ ~ N ~ 7 4.59 r~ . P ri ~ L~ ~ f g` / 1 " '?`i t All.` " ~ ~ 9 /
y~„+~,y,,~i~;; ly ~,'1 a ~ (WHERE FEASIBLE) ~ f" ~ ~ O t t i i t 1~' `t, ~ 1 y ~ ,11', ` 11 1 q ? ,,.1 y.~ll~, ~ 1 `1 / ~ f„~ ~ d~,~F,~ - , rr ~ ~~~s„ ~ PROPOSED ,
ti „ , ~ ~ i 15 TYPE it y ' 1~H , ' ROU ' [ ,r ~ .s ~ ~TM r< ~ WATER SERVICE ~ o
5 ~ s ~ ~ `y , u1 ~ p1~ , ,,1,,11,. ~ s BUFFERYARD ~ ~ T
.A _ y 1~ „ ~ h . is _ ; ~ M ICY ~ + i k~ a. • , .,•z ~ .y ty ~ ~ 1 ~ F r ( J ~ Y,rhti`~~K. ~Y yi. i .~5~y. '^+l ~ )T II IIIIII
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'i~V l,n .t, ~ Cd 237.9/ `5 t +w ~s,j •r~ o-. ,r . d . , ~ ,.a~~~ 1;;" ,~;,I ~ ab=N433938~ a ~ ~:r _ f ~ ,3 ~ x
, . , T , ~ 1 N » ~~t ~ c, ~ ~ . + BLOCI(3807, LOT 001D ~ ~ \ / ~ , r~ ~ ,Y ~ ~ ~ - . / ~ , ~ ALL PROPOSED PARKING
N38'21 48 E _ Fl 103.06' , ~y}, , ~ s,,~~ u, t t~ ` 1 "CITY OF WINSTON~SALEM ~ ~ ~ ~ ~ i. ~ ~ 9 1 1 ~ 9.0 WIDE BY 17.5 DEEP
,t r~. . , 7' . ~ ~ ~ yt ,1` ~ r- 't ~ + ~ ZONED. RS.B 1 ~ ~ 1 t ° , ''1i , , ~ , " ~ ` ~ ,°c AT 90° ANGLE AND WITH
~ ~ ~ ~ ~ ` ~ y 4 ~ ~ , ~ r I ~ a 11'V I~~ t. ~ iitt _ t. ~ y~ ~ .tom T ~ ~ ~ 1 ~ i~~ ~ t ' sn, "r: ~ . ~ , t. f~ h 1> ~ - ° , ~M ~ ~ ~ . ~ ~ ~ , 26.0 DRIVE AISLE-TYPICAL
~r~. ~ t IV~.t~l~~.t t 1 i \ 1 ~ ~ ~ ~ 1 X , 1 ~ ~"pi^, n ya J ~ t ~
r ~ ~ ~ ~ yti i (Itt7 i,4,t~ 1 1 y s ' ~ t ~ \ ~ ~ , 1,.1~d ~y ly 147 ~ l \ ~ 1 ~ ~ i Q A ~v; Y~'~ ~ d i'11~V1 ~ I r ~ t ~ ~ ~ ~ ~ ( •1
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y~ t 1,~~ ` M ,fir tl~4 } r,.~ ` , ~ g^- ~ ~ . t(~ ~ f i`,
~~y , , Y ~ E ~ ~ - ~ ~ s , r~ PR POSED ,
ALTERNATE ~ ~~ltzy 4r ,,t ~ti ~i 11 ~ } D ~ ~ e BUtLDiNG r~ ~ ~ ~1 ~
ENTRANCE a . ~ ~ ~ 3 :x . , . ..d ~ ~ , . ~ ' ~ ~ ~ ~ ~ , r 1 ~ ~ ~ , , ~ , PHASE 1 ~ ~ y
SIGN LOCATION ' ~ t : ~ - - , 1 ,~y~,~. . ~ ~ , s r. . a _ (tVIULTI~TORY) ~ - _ ~
~ _ M . , ~~y~ 1'1'1' ~~,t' ~ t .i ~ ~ . b,.~s~~ ' ~ yl ( " 1171,000 SF ~ ~ !
PROPOSED - „ r, ~ r f / ;
ENTRANCE ~ ; ~ ~ ~ y, ~ .4 ~ k ~ .~N ~1 ~ - - ~ ~ b.~ ~ '.a1 ~ _ , , i~ / ~
L ~ K , V T N ~ > I N AI S G LOC 0 ~ l 1 _ t x.15^' c.,,r, ,.:~I, r ~ ~ ¦
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d J ~ , , ~ , ` I r I~ , L ~ : Y r ° ^ ~ A. 4-14 y~u, , 1 - ~ _ r - ~ ZONING:
L ~ v, . , 1 y 1 ~ ~ . ~ 1 1~~ , , , ~ ' EXISTING = RS-9, RM-8
, y ~ • 2 k ~ ~ • h t ,6 I ~ ~ ~ ~ ! y ; r' ~ BUFF , 1 ~ ~ v a:~ ' 1 ~ • - d ~f t ~ w' ~ y rti r. 1 \ (2) DUMPSTERS f - i PROPOSED CPO-S r
1 y, ~ ~ c A k` ~G- ',.rSr It 7 ' a - PROPOSED USES:
~ ~ Y. J . , 1 Uy , - ~ ~ , y^ RESTAURANT (WITHOUT DRIVE THRUj, BANKING AND FINANCIAL
'~ly 4 1 ~ / , d~P ~~.~I ~'ti~ r r° ~o ~ 1~ , rrl ~ 1 1. ~ ~ t 4 ~sl ~ ~ , W ' ~f ' ~ ,~'l, ~A, V r P r LOADING DOCKS " - / SERVICES, MEDICAL AND SURGICAL OFFICE, MEDICAL AND DENTAL r ~ ~ " (2)12 x 65 r
t ~ C x,.' l \ , ~ ~ M w ti A~ I' ,y ~ ~ ti ~ ~ ~l' 11~ di , 1i~ 115 ,~6~ ~t ~ k~~,~: . ~s~, K ~ < LABS, NON•STORE RETAILER, OFFICES-MISC., PROFESSIONAL OFFICE,
, • yt ~ u.~ .r ~ " ~ ~ ~ , ~ , , ~ ' ~ ' ' ' ~ ~ BUSINESS A, CHILDCARE (DROP INS), CHILDCARE (SICK CHILDREN), PROPOSED
1y` AT 90 ANGLE~AND W~~ ~ ~ ~ Q ~ ;,y v~ 'a y ~ ~ _ , ~ ~ ,yV CHILD DAY CARE CENTER, GOVERNMENT OFFICE, POLICE OR FIRE, 'y~ o~ SANITARY SEWER FFI -V
1$ ~ " y. 26.O.DRIVE AISLE.~y i a° - A` r r~~'E \ ~ , POST 0 CE, SCHOOL OCATIONAL OR PROFESSIONAL _ ,00 SERVICE
, ~ ~ ~ SITE ACREAGES:
1 . ~ ~ , w LOCK 7 L T 207 ~ ~ , ~ B 380 0 B \ i . t Gp ~ '~1 JG WINSTON,SALEM LLC ,~w, ; ~ F ~ ETAININGWALLI EXISTING PARCEL ACREAGE:17.845+1-AC
1 ~ 1 1~ ~ ~ 1 ~ ~ " 3320 SILAS CREEK PARKWAY ~ ~ ~ , 1 , . ~ • w - , , 00 SOUND BARRIER BUILDINGS; Q
;w ; i , a r. ~ ~ i : , . , WINSTON-SALEM NC 27103 ~ ; a . ~ ' ` y0~ 1• PHASE is
,,i 1 ~ . DB. 1891, PG. 1099 f '1 . q' ~ zoNEO: RS-9 , ~ d ~ ~ ~ ~ y.y~ Z `q'. OFFICE: 114,000 SF W
~y { . ry a ~ 5 III ,t w •1 :M~~ wl "k ~ RETEN110N ~WWWW f'1~ ~ Fx ' RETAIL BRANCH: 8,000 SF J ' J
' , Q'.' 1 ~ POND ~ \ Mr COVERED Q ~ - TOTAL PHASE 1: 122,000 SF Q
'fit aa:,~ , ~ W~tl~. .r _ , ~ , . ~ „ WATER ELEV. 781.28 ~ F , PAVILION AN W N E P HASE 2 (n
~ ~ ~ F ~ OPTIONAL OFFICE: 38 000 SF I Q ( ) ~ ~
part of TAX BLOCK 2984, LOT 301 _ ,Z TOTAL BUILD DUT: U - WESTMINISTER PLACE ASSOC. INC. O
, ~ ~ ~ ' PO BOX 5102 OFFICE: 152,000 SF
- • , ~ ~ , , " ~ WINSTON-SALEM NC 27113-5102 RETAIL BRANCH: 8,000 SF
_ ~ , • ~ ~ ~ f TOTAL BUILD-OUT: 160,000 SF ~f' TAX BLOCK 3807 LOT 001A ADD LOTS 001 D
ONE .,r . _ ~ ,~`~,~,`O r, ~ 1,' \f'~' a rrf.` .w r., e.)'< • ~ v ~ Z ~ CITY pF WINSTON-SALEM PARKING CALCULATIONS; O
. ~ . _ , . J~ INTERSTATE TAX BLOCK 3807 LOT 205 PHASE is Z
r ~ ~ ~ ' _ ~ ~ ~ 'J ,,,~15. y NC STATE HWY COMMISSION OFFICE =114,000 SF calculated at 1 SPACEr'300 SF =380 SPACES HIGHWAY
~:e ~ a ~ _ ' RETAIL BRANCH = 8,000 SF ca~ulated at 1 SPACE1200 SF = 40 SPACES ~ BUFFERISETBACK TAX e~ocK_3807, LOT-206 TATAI . _ .HA AAl11/,.V~ CLIENT:
h 4'1 1 ~xac-r~ - - g x ROMAN CATHOLIC DIOCESE OF CHARLOTTE BISHOP I v I nL r'nnOC 1 rwC%AU IRCU 144V r-nr%nnv%J %-WM%,CO (Irrauuing V nit
EX. THE ~ A EX. TREES WILLIAM G CURLIN TOTAL PHASE 1 PROVIDED - 597 PARKING SPACES (including 15 HC)
TO REM TO REMAIN 1123 SOUTH CHURCH STREET PHASE 2: ROBIN TEAM, JR.
`v * q 35. (WHERE (WHERE FEASIBLE CHARLOTTE, NC 28203.4003 OFFICE = 38,000 SF calculated at 1 SPACE/300 SF =127 SPACES CAROLINA INVESTMENT
7~) \ 4 r 4 EX.TREES part of TAX BLOCK 3807, LOT 2078 PROPERTIES, INC. Pa TOTAL PHASE 2 REQUIRED =127 PARKING SPACES
\ TO REMAIN STORMWATER tMWATER JG WINSTON SALEM LLC TOTAL PHASE 2 PROVIDED =152 PARKING SPACES LEXINGTO1066 N, P.O. BOX , NC 27292 3320 SILAS CREEK PARKWAY
(tl (WHERE FEASIBLE) RAIN GARDEN GARDEN WINSTON-SALEM, NC 27103-0000 TOTAL BUILD-OUT: 336-243-2600
? . ` / OPTIONAL ZONAL) OFFICE =152,000 SF calculated at 1 SPACE 300 SF = 507 SPACES TAX BLOCK 3807, LOT 209 RETAIL BRANCH = 8,000 SF calculated at 1 SPACE,'200 SF = 40 SPACES
ROMAN CATHOLIC DIOCESE OF CHARLOTTE BISHOP TOTAL BUILD-OUT REQUIRED = 547 PARKING SPACES 11 HC
WILLIAM G CURLIN (including ) DRAWN: JKB, JAL, SAS, JMN W
1123 ILLIAM SOUTH CHURCH STREET TOTAL BUILD-OUT PROVIDED - 749 PARKING SPACES (including 15 HC) CHARLOTTE, NC 28203-4003 DATE: 06109103
IMPERVIOUS CALCULATIONS: REVISIONS:
(includes TOTAL BUILD-OUT QUANTITIES FOR BOTH PHASE 1 3 2) REVISED PER CITY
TOTAL SITE = t 777,308.21 SF OR i 17.845 AC.
BUILDINGS: t 39,480.00 SF t 0.906 AC. 5.1% COMMENTS 717103
S 555 PAVED SURFACES: t 387,359.19 SF t 8.893 AC. 49.8% UPDATED CULVERT
OPEN SPACE: t 350,489.02 SF t 8.046 AC. 45.1% SIZES 9/10/03
' '1:.:? ...ice ~ ' \ TOTAL SITE: t 777,308.21 SF t 17.845 AC. 100.0%
TOTAL IMPERVIOUS = t 9.799 AC. OR 54.9% OF TOTAL SITE
*e TOTAL IMPERVIOUS ALLOWED = 80.0% OF TOTAL SITE
INFRASTRUCTURE:
WATER: PUBLIC SEWER: PUBLIC STREETS: PUBLIC
Y JOB. NO: 99239
r PETITIONERS: SHEET TITLE:
ROBIN TEAM, JR.
CAROLINA INVESTMENT PROPERTIES, INC. REZONING
P.O. BOX 1066
LEXINGTON, NC 27292 PLAN
TEL#: [phone]
LANDSCAPE ARCHITECTS/
LAND PLANNERS/CIVIL EN IN R . SCALE: 'I "=60SHEET NO.:
THIS IS A PRELIMINARY SITE PLAN 60 0 60 120 180 601 N. Trade Street
BASED ON INCOMPLETE INFORMATION
AND THEREFORE MAY NOT REFLECT sapa Suite 200 Winston Salem, NC RZ~l
FINAL SITE LAYOUT. CONDITIONS MAY 2701-2916 Landscape Architecture
CHANGE SIGNIFICANTLY. Civil Engineering P. 336,723.1067 ® STIMMEL ASSOCIATES, P.A.
North :1" = BO' Stimmel Associates, PA Land Planning F: 336.723.1069 SCALE
x x

i
.
1 1
www.littleanline.com
STRUCTURE TABLE TABLE
NOTES: NUM ~ TOP INVERT ' INVERT Thu drawing and the derign abown are the prnperiy
1. TOTAL AREA SURVEYED= 22.037 ACRES MH1,-795.5 790.1D MH2 787.3 779.90 790. D ~ a littkDiveni edArrbrterrWraiCaruulting. The 1 f 3 779.90 0 or otherlrfe o thin drawin
2. N.C.G.S, MON FOUND WITHIN 2000 MH3 77aso 7s1.7D v SITE o reprodwrhon, ~8 f g 760.56 Qv RKS q withouttbeirwrittrnrnruentuprob;6ikdandany
. SITE IS SUBJECT TO ALL EASEMENTS, R/W AND AGREEMENTS MH4 770.16 760.56 3 MH5 775.20 765.0 ] 765.0 I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY SUPERNSION e~ l^/j MA ~ AND THAT THE PROPERtt SHOWN HEREON REFLECTS THE ABOVE GROUND fiJ ~ illfrSNgEINLntwi~iheJUbjecttak8alaclion
OF RECORD PRIOR TO THE DATE OF THE SURVEY. MH6a 770.1 759.30 1 759.30 EVIDENCE AS OF FED 4 2002. ~ 755. Q' 4 v ©Little 2003
4. NO TITLE SEARCH DONE FOR THE BENIFET OF THIS SURVEY. 7s5. 755. 9 765.25 F 5 790.45 DAVID d SGR01 RLS L-3661
THERWISE NOTED MH7 772.9 765.25 808.7 5. ALL DISTANCES ARE HORIZONTAL GROUND, UNLESS 0 M:~6 796.5 790.45 ao6.9 ARINGS. MH9, 801.33 3.93 3 3.93 W TaNEWBO
5. ALL BEARINGS ARE GRID BE MH1o 6x6.26 7s7.2s 6 797.2s ~ DRIVE B 800.08 ~
6. AREA COMPUTED BY COORDINATE GEOMETRY. MH11 807.48 soD.o6 MH12 813.6 805.82 6 805.82
808.3 7. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN. MH13 Y23.11 6,x21 t 816.21 NW Y 40 3 824.50 fi~
N 8. 100 YEAR FLOOD LINE TAKEN FROM FIRM # 37066700258 H, EFFECTIVE DATE OCT08ER 20, 1998 MH14 843.3 824.50 MH15 644.60 836.20 0 836.20 0' P 642.47
9. BOUNDARY SURVEY TAKEN FROM SURVEY PERPARED BY 5GR01 LAND SURVEYING ON JAN 9, 2002 , TOP 642.47 gD6 ~ MH16 TOP VALVE 839.92 _ VALVE 839.92
ENTITLED BOUNDARY SURVEY FOR CAROLINA INVESTMENT PROPERTIES'. TOP PIPE 837.97 807.5 NV. 16" RCP 768.88 MH17 601.20 797.10 PIPE e37.97 0 797.10 ~0
CB18 789.8 786.20 B 786.20 2
MH 5 cols 7es.3o 762.1a ce2o 7es.2D 761.10 0 7e2.Ta D 761.10 ~
0821 787.70 763.75 b 7e3.75 797,97 NOT TO SCALE
8a). 0823 01.57 797,97 gp5.3
[ ELEV. DATUM NGVD 1929
7
~ ~ ~ N.C.G.S. W36 BOLSf
6 2 ~ r ~ r ~ N- 846801.686 gD r O ~ ~ E- 1618662.117
g0~~ c ELEV. 872.37 ~ I
~ CSF = 0.99997442
805.3 °
CONC. CURB
~p~ 1h
CB 23 GUTTER----
25 y 8a
M H 1 CHARLESTOWNE C ~,0 ~
."7~0 WESTMINSTER PLACE PB. 26 PG. 1 C N p1 ~I
~ PB. 24 PG. 158 801.4 803.5 h' goo ZONED RM-12 ~ 9 ti
ry~ ~ ZONED RM-8 'Z , ~ d ~
ry ii ~ ~ tip' a 1 ~ ~ ~6 0
~ ~ ~ ~
8 p` ~P .9 QO 0 INV. 825.3-_, P~ F, ti6 P J ~
0 r=3 X7.94'
800.2 c' ~ ~ c=9':',T
;x.58' in ~ . " :ii- x.59' 6~ I, s4.~:~+a1~;'~~~ ry f I j .M IN P.P ,F • g0 ta,° I n 1
~ MH 1 Ir~~..s734544E 799.5 ,r~•:.;i3'45'44 E .8 ~ 08 c DEC 2
r=984.69' aa1.7 ° a=365.7x' ~ ~ 9 2003 I ti .4 t 1
~5 cd=363.6D' ~ ti~ ' ~a'wo, a .
° * Q b=S55'03'58"E B.M IN P.P. ` sRO .y~, ~2~~1I'~ r aE~Th, 4. ~ ~
0~ 0~ A' 836.06 Q D ~ ~ • 4~
798.6 ~ 6 4 f 4 wo 1 ~,0 P~` 14• p1 12
0. ,b 1,' 5'33„E ~ 1 BO •0T 4 _ ~y~ A~~ 'S - y 6 " z4' .A 0~ 000 ~y0`~ ~5
2 16" SRO OC~ G Q ig I ~P~ 0 0, ~ CEO
2 .0 OCk 0 ti0
797.7 5'4 23" z"
799• o 3° D
770 A~ ~ t~ C~ 2 R N
3 NC ~,ON I CO p>,5K o
798.0 P 2 1 o 98
ONC, CURB 796.7 0a 2 " 42 UTTER 168
0 3 835 ~ ~
CB 2 ~ ~ N p! ~O ~~V
p9 G ~p1 ~F1 ~y12
196. ~ o r o ~ p _ ~pG P~,P 8
795. ~°j o ~ g'~ ~ 0 0 0 R 18 g3 00•
w z rn A YED = 2 ores.
5 0 99 q.ft. p 1 0
a 1g ~ TA LO 38 Ofi & 2
w ¢ 794,5 } 3 n OP F T ~n s C OLI IOC
Q ~0. . 1 P .2503 8 4, . J, l~~
794.3 ~ ~ to a 8 5 .191 G. 67 ~ F
D P F N ~ n ED S-9 w k
M D. 9 G 9 793.6 1g3 5 E R 9
a D ` $zo
~ 0
~p C NC. S LLWA ~
S MP r I so >y2 6 7 .so u7 6 cD
.
1g2• V. CP 9. 8~5
o ,~~pC~
O `c~ 0 V1 QpC~ a
79?.5 191.5 •~N
MH ~0 ~ ~ 8 ~
GUAR RAIL ALONG CURB
p,1 p TAX BLOCK 3807 LOT 2 7B
1g ~ WINSTON-SALEM JOINT UEN URE 'i 3 Ne
~ ZOh'~~ R~-.. 8j5 790.5
o ~ B. 1691 PG. 1099 Trultant
CB 21 g0~ rr- 8~0 1 s Co orate Hea carter ~ q
C B 18 WATER ELEV. 76 .28
0 INV. 24 CMP ~ inston-Salem NC W 188
)6 759.6 789.4 1gg.3 ~~0
CONC OVE LOW RAP
7 .5 d D ~ 3~ ~y6 389' ~0J'
V '9s S
~ 05• 1" =60~
88.3 d o S ; Graphic Scale
~ ~ 2 s 60 30 0 60 120 2 . ^w PRnrt1PAL IDi QiARGL'
~ g1 .o$~o~ Jun Gamble
BELLSOUTH INV_ 24 P ~~19 w
BOX f PROJL'CTINAMGPR
787.3 David Powlen SURVEY FOR. TOPOGRAPHIC
7 ~o
T PROP DRAWNBY ER TIES STMEN IN I/E CAROLINA v ;
CB 2 D LEGEND TAX BLOCK 3807 LOT 2078 A. Kraynak
86.3 CB 19
800 Q EXISTING IRON PIPE 0 CATIONS TAX BLOCK 3807 LOT 205 NO. RPASON DATE C MH COMMUNICATIONS
~ s ~ 8a ~ s 50 ® NEW IRON PIPE C MH DRAINAGE TAX BLOCK 3807 LOT 206 & 209
o c ~~0 s~ a s p PK-NAIL 0 P MH POWER
0 REBAR WINSTON-SALEM CI T Y c/o ~ MH SANITARY OF 0 CLEAN OUT
785, 3 oc 16y Y
~o ¦ WATER METER Q MH TELEPHONE WINSTON-SALEM TOWNSHIP
N64'16'33"W D 1! V F A5 0 354.99' o ~ UNDERGROUND WATER LINE WV N//1 V W----w- WATER VALVE MH WATER FORSYTH COUNTY, UNDERGROUND GAS LINE ~ FIRE HYDRANT ELECTRICAL TOWER
1~ p o
84.4 ' i - -G-G G G-G- y10 G G - JANUARY 9, 2002 -S S S S- Da GAS METER s HARDWOOD TREE
G 325.55 GG~~ UNDERGROUND SANITARY LINE GM 19 i'
g~ ~0 TOP HEADWALL 767.18 - UNDERGROUND TELEPHONE LINT T- GV lik T GAS VALVE EVERGREEN TREE
1 TTOM CULVERT = 758.30 SGRoiLAND GM GAS LINE MARKER
783.4 TREE TABLE CURB INLET SRO SOUTHERN RED OAK SURVEYING, PLLC.
,\-b ~L f TQ WO - WHITE OAK TELEPHONE PEDESTAL LIGHT POLE WASH - WHITE ASH
~(.P UTILITY POLE ELECTRICAL CABINET P.O. BOX 576 IGH POINT, NORTH CAROLINA 2726 YP - YELLOW POPLUR 1
® CATCH BASIN TELEPHONE [phone] / ( GUY
n CO i YARD INLET JOB # - ST0201
EXISTING
CONDITIONS
PLAN
.
.plan is p I repared by others and provi*ded by the owner. 11111~9111
T s plan is provided for infor-m-ational purposes only. This plar 132-6958-00
• Diversified Architectural • • responsible ttle 1 data,
for any errors and o-m--lssion pertal ng to this i
7-7--
12/18/03
C101

I
NOTES: STRUCTURE TABLE • 1
ARE TABLE
1. TOTAL AREA SURVEYED= 22.037 ACRES NuM ~ ToP INVERT MNt 795.5 790.10 ToP INVERT, www.littleonline.eom 795.5 790.10 '
2. N.C.G.S, MON FOUND WITHIN 2000 MH2~ 787.3 77g.so 787.3 779.90 70.90 761.70 ~ Th~'a drawing aad the dengn sbawn an the prn~etty
3. SITE IS SUBJECT TO ALL EASEMENTS, R/W AND AGREEMENTS Mr"ia 170.96 7stla 760.56 70.16 760.56 0~ o Utt~DiverJi ed 't
OF RECORD PRIOR TO THE DATE OF THE SURVEY. MH5 775.2a 7ss.o J fT Aab~ettxralConralgbg. The 75.20 765.0 v SITE 770.1 759,30 I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY SUPER41510N Qv ~ >'epmdaction, copyyingofotherufeoftl'n.rdrawing
06.9 808,7 4. NO TITLE SEARCH DONE FOR THE BENIFET OF THIS SURVEY. MH6A 770.1 759.30 5.8 7 5. 5. ALL DISTANCES ARE HORIZONTAL GROUND, UNLESS OTHERWISE NOTED MH7 772.9 765.25 7 5.8 7 5. AND THAT THE PROPERTY SHOWN HEREON REFLECTS THE ABOVE GROUND ~ IH MARKS q wlthoattbeirw7rttenennrentu bibikdandan 172.9 765.25 EVIDENCE AS OF FEB 4 2002. ~ j Q, ~ y
5. ALL BEARINGS ARE GRID BEARINGS. M."a 796.5 lso.45' 196.5 790.45 ~7v ~ infringement wilibC Ja~eet t0 ]Pal aetioa,
MH9 ; 801.33 7 3.93 6. AREA COMPUTED BY COORDINATE GEOMETRY. MH1o aos.2s 7s7.2s '17.33 7 3.93 Q. Q ~ 36.26 797.26 DAVID J. SCR01 RLS L-3581 ti ©Li1t1C 7A03
608.3 MHtt 807.4H 800.08 7. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN, MH12 Bi3.6 805.82 )7.4H 800.08 ~
N 8. 100 YEAR FLOOD LINE TAKEN FROM FIRM # 37066700258 H, EFFECTIVE DATE OCTOBER 20, 1998 MHI4 843.3 BI8.21 913.6 805.82 , ~ Z3.TT BI8.21 ~ Y TONEWDp
806.1 824.50 9. BOUNDARY SURVEY TAKEN FROM SURVEY PERPARED BY SGROI LAND SURVEYING ON JAN 9, 2002 , MH1s eaa.BO 838.20 j DRIVE 143.3 824.50 14.80 838.20 s
TOP 842.47 807.5 NV. 16" RCP 768,88 ENTITLED BOUNDARY SURVEY FOR CAROLINA INVESTMENT PROPERTIES". MHtb TOP VALYE 839.92 TOP 842.47 ~'p HV Y
TOP PIPE 837.97 'OP VALVE 839.92 D, 40 fOP PIPE 837.97
MH 5 MH17 801.20 797.10 t n.zo 7s7.1o ti
CB16 789.8 766.20 0819 786.30 782.10 807, '89.8 766.20 16.30 782.10
8053 Ce2o 7B6.2o 7B1.1o 0821 787.70 763.75 16.20 7fi1.)o oao 7B3.7s d
S CB23 801.57 797.97 r.57 7s7s7 ~
ELEV. DATUM NGVD 1929
~ rp ~ r r o N, C.G.S. W36 80LSI NOT TO SCALE
806.2 ~ ~ ~ gOq 0 ~ I` N- 846801.686
w ~ E- 1618662.117
ELEV. 872.37
865.3 a CSF = 0.99997442 W~'""
CONC, CURB
CB 23 GUTTER--~
$02 5 u1
MH 1 i
.~v 5 ~h
801.4 803,5 ^ .h~ ~ p WESTMINSTER PLACE
'S~ ?~0 PB. 24 P CHARLESTOWNE 1 PB. 26 PG. 1 G ~y0
Nry G- 156 ZDNED RM-8 ZONED RM-12 C SN p1 ~
h ~
8 ~ 9 0^~ Q~ 9~ I - ~ ~,2
0 0~' 806.2 p~ 0 Z~' ~
~ r-3,;1.94' 16 0 r-3,'7,94' INV. 825.3-_, ~ G• ~ ~ m
raj C=~`,l. i 7'
799.5 1 rJ- ,'4.59' MH 1 ~ ~ r~- .'4.59 ~ ~ 0• A P
aD1.7 0 / 0 0 1c~~~.:x73'45'44~"E f
r=984.69' 1 rb~~~73'45'44~"I 5 ' ~ a=365.70' • .M IN P.P
0 cd=363.6D' ~ 0~ ~a
0~ ~ baS55'03'58"E 798.6 0 B.M IN P.P. ~ ti~ 5
'l ~ 6 0 836.06 iB• w F G EC Q ~ 29 4• w z4 2003
ann. A, ~ ti ,33"E ti Q SRO
•D7' ~ t t 0 Gd ~E n i
Q 797.7 ~ - WO ~~l`:; ~ _ 14• , ~Q~ P~~
799• 2 •0 6 , 01 `G~ ~2 i6" SRO 1 PRA ~
S 5'4 23" 0 24` .A OG~ y G QG ,9
770 ~ ~ ,~1 ? ~ 6~ p0V ,~~,0`~ ~5 ~ 0 '(P'~ 0 0. CEO I
~ 3, 2 i ~ 4 2" ~ 0 ti0 ~ ~ 8
ONC. CURB 796.7 798.0 P 2 D ~
UT 1 . TER 2 ap N
~ ~ CB 2 0 3 C pr,ON 4 coN
p15K
~ 186.6 ~ N 5 83 95 16g.
795. ~ n g
n p ~ ph O 0 ~J
z rn p'~ ~
3 Og 5 0 .p9~ p'I ~ ~~~~2 a~yp = oG`` Q~ QG•
0 J J ~ A R YED = 2 Gres. 9~ RPM ~~9
294.5 } 3 n 599 .ft. ~ • 9 ~v V
~ n 794.3 ~ TA LO 38 06 & 2
U N b DP F T G p C OLI IOC ~ 1
~ ~h a 5 . 1 P .2503 X25 ~i.
79 M ~ 3.6 093 5 D P F R N .191 G. 67 Q ~ 'o. >t
D . 9 G 9 o_ D E R 9 ED S-9 ~ t<; ~ ~ k F
o
ft~P C NC. S LLWA S D D
~ ~ I 60° MP ~ 92.6 7 ,60 ~ a2
192' V• CP
9.
o ,1~p~ ~ ~ 6
N ~ 0 a~5
7 791.5 ~ Q0~ 91,5
GUAR RAIL ALONG MH
CURB o
0.1 •~N a~0 Q
19 ~y0 TAX BLOCK 3807 LOT 2 7B WINSTON-SALEM JDINT VEN URE
790.5 ZONED RS-9
0 8~S r ~ B. 1691 PG. 1099 3
CB 21 1g0, r s 81p N
C.B 18 WATER ELEV. 76 .28
iNV. 24 CMP p
789.4 18g,3 ~6 759.6 Truliant
CDNC OVE LOW ~0 ~ Co orate Head aa. rp carter
7 .5 ~ D q
a~. V 1 ~S GQ Winston-Salem. N C
9 g7 ~y6
88.3 n 0 BDS--
1g1'a ~ BD N S
BELLSOUTH INV. 24 P ,
BOX 758.2 2 ~ 1 ° _ 60 2 X03°~N
787.3 7 90g Graphic Scale ?N~ 60 3D 0 60 12D
k ~ PRIK,CIPAL IN CFIAAGE
Jun Gamble ~
ce 2 - - r\~ ; _.f ~
r V' FR0jl!Cf MAINAGUR
86.3 CB 19 1't^ 00 TOPOGRAPHIC SURVEY FOR: David P ~ owlen
CAROLINA INVESTMENT
PR OPER TIE LEGEND S DRAWN BY A. Kra ak
°o Ala s p~ 89 TAX BLOCK 3807 LOT 207B
~ o e 5 785.3 ~ ~ a 65 O EXISTING IRON PIPE Q MH COMMUNICATIONS TAX BLOCK 3807 LOT 205 NO. MASON
' ® NEW IRON PIPE DATE Q MH DRAINAGE PK-NAIL TAX BLOCK 3847 LOT 206
a~ & 209 Q MH POWER 0 REBAR
o ° o zilk gh•`' N64'16 33 W C/o 0 CLEAN OUT O MH SANITARY ~,l
1 2 354.99 2~ o T Y OF WINSTON-SALEM WM
84.4 0 3 ¦ WATER METER © MH TELEPHONE WINSTON-SALEM T 0 /NSHIP UNDERGROUND WATER LINE WV
p~G 325.55 G~p111 ' w w- M WATER VALVE ® MH WATER
TOP HEADWALL 767.18 UNDER FORJ cRDUND ca YTH NC 5 LINE G.-G-G- COUNTY ~Y FIRE HYDRANT , ELECTRICAL TOWER
TTOM CULVERT = 758.30 S UNOERCROUNS SANITARY LINE 'CM _ S S- GAS
783.4 d pQ METER HARDWOOD TREE JANUARY 9, 2002 UNDERGROUND TELEPHONE LINE GV
r` -T r r T- GAS VALVE EVERGREEN TREE
FCP TREE TABLE GM GAS LINE MARKER SGRoiLAND
n ,m SRO -SOUTHERN RED OAK -o- Wi CURB INLET WO - WHITE OAK TELEPHONE PEDESTAL &;RVEYING LIGHT POLE PLLC.
WASH - WHITE ASH ,
P.O. BOX 576 YP - YELLOW POPLUR r(12 UTILITY POLE ® ELECTRICAL CABINET
IGH POINT NOR TH CAROLINA 27261 GUY ¦ CATCH BASIN TELEPHONE [phone]
? YARD INLET
JOB # - 5T0201
EXISTING
CONDITIONS
PLAN
e ~
T s, plan is provided for infor-m-ational purposes only. T s ]plan I
0 ti 9 f, n Ian .
0 0 • -ft
Lit e Diversi led Arc tectural Consulting is not responsi
132-6958-00 .,or any errors and oml*ssion ert to this
data.
.P iSSUE DATE SHEET NUM3ER
12/18/03
clol

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2
t ~ ~ F , r LACK 3S t 1~:•'~ Iffrrr~! ~;r 1 f r' `TAB B i E ~ L
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p p r ~ • ' ~ ~ Mr.. .I' ~ ~NSTOI~-SA „i , CITY O .
` t I I r . ~ . ~if fi° i~ i i •,t~,'~t i i I ~~NEV ~C• ~ ~
; ~ ~ t ELEV. DATUM NGVD 1929 d,~ I f ' ~ p>' , ~f i i Ft i i / ~f~: , r • ~ 4,\ S~ G V V
'v, ~ t p i J ; ~ T ~ ~ ~ w~ ~,~•J •g9 N, C.G. S, W3fi BOLSIL ; i k~~, , t .r~~ ~ ~ ~ ~ ~ o ~ 6~ N- 846801.686
~ 5 M' ~ 5 .117 ~ , ~ ~ , - E- 1618662 6 - •M
~ ~ aL i, ~ ' ~ ~ ~ ELEV. 872.37 ~ I;'~'. i # ~ ~ ~P - i~ a' ~ ' , a r 1 p~ ~ E 0 - 99997442 g~ iN
. ~ ' r a t ~ ~8 '°•A ~ A . www.litlleonline.com
s r e ,'f .r T , Tbu drawin and the dctign sbawn arg the property g
~r. ,r r , ,i; r ao . / Arrhitedaral Cananik' .The - t ti... ~d
1°' : / N '~1 r r'~,`` •a:^ 2. ; I .ter. y`' , , 82 rrprodrrekan, copyiag ar other ure of thir dmwing S
r , , ` r, / p, 1 D J~~ ~ ~ ~ r i / ~ . ~ J r a rd 'k [ ~ f : f •3 a mitbard tberr ~riltan cnxrent u pmhibited any
Q 1 , ,.,1. eat wlld be rabjed to legal acttma. ~'g~ ~
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{ r rr r'~ .d ~ t .~~....t y..~... f , q ~ t ' f 1 r4.
; V ~ , t , \ ! ^ ji, , ...TREE SAVE AREA ,
N n ~ •N ~ / R. 1 \r v,~"' r~ , • ~ , _ SEE DETAIL 8/C302 FOR
~ ~ <r, •r'"~ TREE PROTEC110N BARRICADE , ' ' ~ ~ s t
;
~ f,.
8g j' .,...w~ x ' . . . . ~ . . . . . ~ r~ . i . D ~ ~ • , r.. r .t
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. , ' ; ~ Y r'' , TREE SAVE AREA a Q; •6 C ~ . . 36 , r' j o M,o , ' SSS 0 ' 1' t:• f
~ ' , . , , . , SEE DETAIL 8/C302 FOR , .tom ~ 1 ! b3. ' TION BARRICADE ~ S w , , r,;' TREE PROTEC ; 8y • r; ,
} ' " ;.w~•;~ ~ TAX BLOCK 3807 LOT 3E & IV , . . J~/
• F • ~ • • ~ ~ • ~ ~ BOBBY CARMICHAEL
t , t • , . - ~a o ~ i ° ° s f E ~ t t~ 'r. ,,r? r ,J' d' )ter 'y, ~~r 3Q ' ; , . ~ . , , sm ~ ~ a .+f~ . r
• w p , } . , . % . . . . > .f` DB. 1202 PG. 372 1 ~A / r'" f .
~ # ~ ; ~ f , , .r . ' . t 1, t • r ~ i E ! Rr.l `ti.t s I j ~ f f'. .,,r. .,r.". i f ...1 ~ ,~l ZONED RS-9 l'
i ~ DETENTION i t : f , ~ ~ r~, ~ I f`
' ` r = f QN~ f~ { f E ' : ~ . r' . R. .Q .1'•. ,ta`ti..... 4r ` ~i ~ i f I 2 t J F ~ ( . I. . . ~ ~ i . ~ ~ . . ,rr. • . .ll'. ff . . . '
` ,1 i, r~ ~ ' e + s r t t t ! i ; E I E ~ ~ . ~ rF ! • ~ •f 1. i ) J r f. t ~ l ~ t ° f S ~ ~ j ~ .t I t .I sr. .J«{ ! j. .j. r a j ,r'• ! i' ) TREE SAVE AREA
' i 3i;•r'; t 3 - t I ~ # 2 ~ i ! ~ ~ r ~ ! ";1,~~. k . •i ' i `F E ~ _ s ~ i ~ f J .I .3 ~ r • •r+n . .i .t ' ~~v ~ ~Q r ~ ' % . . , , . ~ 1 SEE DETAIL 7/C303 FOR
~ 1 p.! 3 E ~ I ft t t I I . • , . 9 ..l t 8l %1 V \ t ~v~ 9 I : # ~I ` t ~ I 1 E 1 ! ~ i ~ • ' ~ r . ~ r •ft. r. 4 ,:7 j '.f i Q . n - ~ ! r.... ~ ~ PROTECTION BARRICADE ~ I • • ~ . , ! , ` .E TREE r
\ ~ ~ i I s r / ~ ~ ~ % E i j i ~ ! ~ I r , f• j. ~ ~hLt ~ ''f
i ' t `I t i ' I I ? t •1 f ~ .1. Jfjyr. ~ ~i' f .l• f ONC MON f , . j C j
~ ~ ' ! 11 r \ '7~ 0~ r 4 ; ! E f. { t a E . .rr. '!r 'b ' ~ WITH DISK . ...q,\ .L.. l
~ , ,f j `,a s
;7 :l, / q f I. CMV 'Ve /Iyr ~Q n t E i , .r` I,~ ' .j . .1 F' r ~ ~ ~ . 168.95 f ' t r r x \ ~ ~ ~ #~B'52 09 E r f t~~~ ~
• 6 ~ { , i r r' > 1 .I , r''~ 4 9~ ' I"U'~ (~l~/ i t E ~ +r i ; ~ t 1 ~ ~i y F r . p ,1~. '',f',;~ .r.c
F ~ \ i 1 • ' h ' ~ • n / T . / . . . . . . ~ \ j. . i . . . p . . . . .r . . . ~ ~ . . .i. . ~ ~ r .
'<;i\ j i r t t , I r < i i ~ ~ ~ j. ; i` . f. . .d` . 1 •f f ' 1 . ,r'. r f. • ' ' ' ' ' ' ' ' ' ' ~ ?0 \ R'{1YBU~FER• ~ < TAX BLOCK 3807 LOT3R,3 1 f . \ • 00. ~ ROI~NFARE OVE ' - - ~ x ' f ~ ~ ~ _L-~--- RALPH C. KIMEL r
t i. f~ ° ~
b } j.f ~n j E j ~ j i' / •I 3 1 .j. .1. r ) ~ f' .r' E it i ! 't i tf; la ,r i , 4 ~ i !.3 i f .f it .r .j. ~ t J . r .r/.j'. . ~ ,r.?r, Ey . . ~ a-° ` ~
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j ~ f ',t < I. , • i ~ ~ 4 1. ..t , ~ ~ . . • ' ~ I ; + 1 , f. , . , ,l. .
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. . . . . . . . . . . . . . .y. . ' . . ~ . . . •'2,,z~5 . • • ~ ^o. ..»....M., . . . . ' ` f'9 •
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• , 4 . w,. F~ • , w w.......~. ~ n.: ,
TREE SAVE AREA ~ ' s~ ~ x r 1; ~ 5EE DETAIL 7/C303 FOR ~I • I' t ) . . ' 1 ~ . .r
x ' ~ ~ TREE PROTECTION BARRICADE • i` ~ ~i • r/ . / . r • ' • ' • ' .
~"`mss L t. .f. f. ~ .f p d c ~ rte Head uarter ~ . • ~ ...y. Co o a ~ ....f~. 9 ~ . . . • A . • .r •
i •5 ` • • . f . • • .J ~ , i 1, + 3 i .f. d .p. •I ( 'i• . . "y.' .1..,. • t .......~v , , t..... ].Ilston Salem
, , ,
to \d)~ ~ t1 ~ ~ ~ fif. ~ ~ . ` ` . . .
t. • • .
. '7 \ .
141. ~ , ~ t INV. 771.(, ' Ok/ i c' • t , € l t . . ' ~ f' . n --u, ter. ~ ~ , • • . • • • • • • • • • . • • . • r • • • • • • . • • • • • • . R . . • • • • • l • • • • • • • • • • • • . • • • • • . 1 • • ^
ti
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, , _ • 30._ ~ . . „ . .w.. • • , , • Jim Gamble ,N . •
' \ \ ~ 1 'v,;'~..y \ 1 \t ~ ~ 4 +..W.. ~ 1. _ ~ `ti, `S ~ r { , 1
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• . . . . . . . . . . . . . . . . . . . .l. . . 1 .
C, . . . . . . 130. REASON Here j
,61 4'C4 4 ........r•`
. . . . . . . . . . . • . . . `.I . . . . . . . . . . . . • i • , `4 . `R • • . . . • , . , • • • , f • f :`4w . • . • • • • . . . • . • . . . . . . . . . , . . • f , • . • • • . . . .
. . . . . . 9L • • • • . • • / • • • . • •
"h wh. ~ . . . . . . . . . . . . . . . r'?. X Mr • ~ Y +wn f ' • ~ • • • • • • • • • • • • • , • • • • • , • • • • • • . • • • • • • ? .gyp, • • f • • . • • f • • . •
. F 41 ,w
. . . . . . . . . . . . . . . . . IN
200 a . • . . . . . . . , . , . 'fir J ,t
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0VE ARE GENERAL NOTES ~a>- e 1 t . . . . . . . . . . . . . . . . . . c.. µ { . / f/ f ' r
. " df
A. BOUNDARY AND TOPOGRAPHICAL SURVEY INFORMATION IS TAKEN FROM A SURVEY PLLC.v P.O. BOX 576 HIGH POINT, NORTH CAROLINA .
D SURVEYING. BY 5GR01 LAN k "TOPOGRAPHIC SURVEY FOR: 20~ " -1366. 27261, TELEPHONE (336) 885 AND ENTITLED Wf 20 y. . e r. f• y~.
CAROLINA INVESTMENT PROPERTIES TAX BLOCK 3807, LOT 2078; TAX BLOCK 3807, , Nr • .....t..... • M....., q . ..,..d., .
LOT 205; TAX BLOCK 3807, LOTS 206 & 209. CONTRACTOR SHALL OBTAIN A .rte. . . , s ' j!..f.. f..... t
BLUEPRINT OF THE ORIGINAL SURVEY.
B. AS A PART OF THIS CONTRACT, THE CONTRACTOR SHALL NOTIFY A PRIVATE UTILITY LOCATOR SERVICE, RESEARCH EXISTING DRAWINGS AND DOCUMENT ANY OTHER M. 0 p
CHARTED BY THE SURVEYOR, PRIOR TO BEGINNING " w BELOW GRADE IMPROVEMENTS NOT
CONSTRUCTION. ANY EXISTING UTILITIES AND BELOW GRADE IMPROVEMENTS M " M _ " w, ` , . ROIL
DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR IN , w r _ CLEARING e
A MANNER ACCEPTABLE TO THE OWNER. w s " h." Nom,., /
C. THE LOCATIONS OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES, AND AND yh t `
OTHER ABOVE AND BELOW GRADE APPURTENANCES ARE APPROXIMATE AS ^ ~4~•w,
SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT ma so TREE , r, M,w
LOCATION, SIZE, AND INVERT ELEVATIONS OF SUCH PRIOR TO BEGINNING 3 . r ION
CONSTRUCTION. IN
NNING D. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO BEGI LAN ,
CONSTRUCTION SEE SHEET C301. IaV. 788.8
E. NO SOIL DISTURBANCE, SOIL COMPACTION, CONSTRUCTION MATERIALS, OR
CONSTRUCTION TRAMC ALLOWED BEYOND THE TREE PROTECTION BARRICADES CLE-ARING AND TREE PROTEC110N PLAN 132-6958-00
OR WITHIN TREE PROTECTION ZONE. SCALE: 1 = 40'
MUST BE INSTALLED PRIOR M ANY GRADING, F. TREE PROTECTION BARRICADES
DEMOLITION. OR CONSTRUCTION AND MALL NOT BE REMOVED UNTIL PROJECT IS 40 20 0 40 80
COMPLETED. TREE PROTECTION BARRICADES ARE INDICATED AS "-TPB- ON PLANS.
SEE DETAIL 7/0303. 7%JMM%MMMJ 12/18/03 E EC2 01
AND GRUBBED SCALE 1" = 40'
G. THE AREA WITHIN THE LIMITS OF CLEARING SHALL BE COMPLETELY CLEARED WITH ALL STUMPS COMPLETELY REMOVED. NO BURNING WILL BE ALLOWED ON-SITE UNLESS
OBTAINED. PRIOR APPROVAL IS GRANTED FROM THE OWNER AND ALL PERMITS ARE

f~ ~
it ~ ~
/ j \ Ef fi 1D TEMPORARY SWALE ; - ~H~ ~
' ~ 3607 LO TEMI ~ f p~ BLCICK i;' T F ~ i ~ ~ , ~
f; % ' ~ ~ ~ SILT n:..,r - ALEM~ ! • o~~-S SEE SILT FENCE r :-4 ,
: ~ ~ . ~ ~F ,t f, 1 SEE DETAIL 2/C302. • ~ ~ m.
~ ~ ~ ~ RS s ~ - DIVE a ONE9~ 19. . . ~ SITE r ' 7 ~ ELEV. DATUM NGVD V~ MT:p,,. w.., _ • ti,`. DIVERSION BERM ~
V ° 4 - , z ~5' 9 .S. W36 BOLSIL ~ PRKS o ,~2 ~g N.C.G 5EE DETAIL 6/C303. k ~ , , w.....y
N M r o~ t' ! i ~6 N- 846801.6$6 , , , k; ERO EROSION CONTROL FABR C
' E- 161$662.117 : ' ~ p~ ~ SEE SEE SPECIFlCATIONS ~ ~ ~ p., . ~ • , a.,, . . t' ~ t. .!fir . N.,.,: i, ~ ~ ` ,
` ~p R~ ELEV. 872.37 ~ ! , ~ ~ ~ ~ ~ E
~ ~ ,q 0 CSF = 0.99997442 ~0 INLE INLET SEDIMENT TRAP ,f; WIfiH , l i t l l e o n l i n e. c o m f ~ , ~ S ~ j . • DISK w w w
SEE ~ DRIVE f ' ~ ~ ~ J r ~ SEE DETAIL 1 /C302. .r T } p ~ - . ?4, ,
@UF R/4V' EASEMENT 4 27 29 E Thu ar~tbepmpedy ao R 'W:= ~ ~ and the design thanm
I - ~ ~ '07 4`0 E '~n ~ H e' , 80 WY 40 ~ N ; , Q i CON , ~ w, a apu°~• ` ~ / ` FROM P~. 26 PG.' 1 21.38 \ littkDivtr~ dAnhitec~ralCorur~hirrg. Tbc CONSTRUCTION ENTRANCE ~'~i am ~ ~ v, ~ ~
.07 ~ ~-'t , . SEE r r~ ~ ~ ~ 47 i i t r% SEE DETAIL 4/C302. ` _ ~ • ! npmdndton, capjdng ar atberxte of bu draws g r. ' ~ 0 r 'ted and a _ ~w,: 3g _ nrent rt pro
"i ~ ~..F. " ` r ~tboutthcirnyiUertco ?y , t ; r' ~ ~ ' n.
~e .a~ , TEMPORARY SWALE E I , : ~ LIM ! ! r - i i ~ ~r• ~ f Nl~fi~dntentl3~hetNhfEGtlb~aC(JO - IMIT OF DISTURBED AREA ~ ~ ` r' ' .w_ ~ ~ ~ :
~ " - ' SLOPE AT 2~ MIN. ' .73 ` 1~ . ' i 371 P DISTURBE01 • t INSTALL WITH TRA TOTAL ~ } ! . r ~ little 2W3 DISTURBED AREA = X14.4 AC. ~ ~ r
° I . ~c;~:,...~- ' 1~'w..'~'° °ns w ~aR - ~ ~ V ~ e °a '3 a° ° . - . ,
. NOT TO SCALE ~ ~ ~ ~ " J r n •w,. ~ ? E ~ 1~ ~ zia.., x(. ~ W . p. , IB , +'v, ~..i
' ~ ~ ~~Q , t ~ ~ w / "'h. w. f i { ~F S ~~p3Y< p(ryy
w ,..r , , ~ ; SEE [f ~ ; % ~ ;r \ € ~ ' v DETAIL 3/C302. , t 3.14' 88'1 t
. r a o ~ ' EAS 0 A - 3.62 AC w , ' ° / % ~ ; , / ER DRAINAGE ARE - S [ ~ W / ,f " a f / f>: ` nay t ~ ~ armor..,,,......` v 3'~ ~ z t l , 2 3 ~'r i ?i t / T
' . , f, ~ . ~ ,t STORAGE REQ D =6518 CF. f f ~ r' T f
,4 r , , ';f ' r r' o a t ~ ~ a ~ ~ • _,~!~`I TEMPORARY .SEDIMENT TRAP ~4 / ~ r „ • , yr ~ o. ,aa °a®° ; t BASIN SIZE = x 1 r ~ X! , ! oQ o,;: ` SEE DETAIL 3 C302. - °q°a np o r, J•'...~ / „ °a aC ° U°~°rt r STORAGE PROVIDED = 6928 CF f° / ~ , Q ILIZEO CONSTRUCTION r y ~ , / r• ~ ~ , ~ TEMPORARY STAB
s r~' f ~ 1. f ° ~ °o° a~ a 1. , 786.00 ' ~ o s;• DRAINAGE AREA = 3.62 AC o a°° ~~ana j BOTTOM ELEV. _ ! ~ ~ CONTRACTORS ,a ~ r ENTRANCE. SEE DETAIL 4/C302. ~ ~ ~ ,
f ~ J r A RE D - 6516 CF. TOP OF BERM 791.50 E _ STAGING f f'
t ° ` r > t' ,'f ~ i ~ ~ v _ ~ ~ ~ a r ` e' = 789.00 ' ~ ~ ~ . , [ ' , • - _ T STORAGE LEVEL BASIN SIZE 6 x30 x . S A` t ~ 3 :1 c Nc / f r ~ ,
` :P r , , STORAGE PROVIDED - 7663 CF r' PILLWAY CREST 790. ~ ~ ~ , , ti R~ . ' ~ - 797.00 ~ _ ' ` `t` ~ TAX BLOCK 3807 LOT 3E & 3M IVE i ~ •
r ~ ,f ~ ~ , , ~ ,BOTTOM ELEV. - . % SP,#~L.W~1Y / , t , ,ra ~y ~ LENGTH , fir, , , E • ~ OP OF BERM = 802.50 'IR~ , ' .l~ ~ ~ ~ BOBBY CARMICHAEL
' T ~ - t r 9 ~s7~ p r - - e A - N. LEVEL - 8 ,r f ' , ' 00 00 a
SEDIMENT STORAGE , '0. SPILLWAY CREST 801.00 . ~f r ~ '~j ~ DB. 1202 PG, 372 r%' ~ t ! i ~r, ~ r
. . r <o~ ~ ~ [f ~ A~ , ~ ; : ~ SPILLWAY LENGTH = 8 . : p, ~ ~ r c• t y~r ~ . n; ,;~y. ~ ZONED RS-9 4 .~~y %~yr,,,~,~/ ; TEMPORARY SILT FENCE
t z ~V, T ~ ~ , i' , A. ~ Al `W 'Z 'x•~ ~ ~ •r JC ':d A 1' lr A l f~ r" r?'`' ~r••< <"x'f~• ~ :Y'°~ SEE DETAIL 2 C302. , /
'~~t ~ i t
r C v ~ , f;~9 N~ TEMPORARY FLEXIBLE PIPE ~ ; , , ~ ` ~'~c y ~ TEMPORARY
0 ' o g `r ~ 9 t ~ ! ~N S,o SEE DETAIL 5 C302. ~ ~ SLOPE DRAIN. / , f` 't ~ A s , A , STOCKPILE ~ x; ' EROSION CONTROL FAB Bg' f~-' _ ~~AREA ,x, - TIONS ~
V / 3 , y' ~ ~ ~ ~ SEE SPECIFlCA
a, '6 CM ~ ~ i J ~ A ~ ~"t.S ~ ~ 0 p r q,, P ~ ~ % ~ ~ . F ~ SS, 0, p r, r I r .
~ ~ ~ , ~ EROSION CONTROL FABRIC ; ~ ;f~ ' " 03. " m - 3S ? TEMPORARY STONE CHECK 8 ` .r
I' ~ ~ ~ E SPEgFICATIONS ` SE T9 , ~ ~ r . ~ ; . I ~ r t ~ ` . ,a~ e 4 ~ E DETAIL 6 C302. .r ~ M. SE DA / _ 4' C~
, x ~ . t j r 0 it ~ q t. , r~; , r i `E. r J. ~ _ _ ~ ~l ; . ~ r I ao < WITH DISK ~
° X 7 E 'r, V I r 6 rf [ r i~ 80.4,. v 3 +v~ ' i.... , , ° ',k { , t II~~, , , ~ , r ~ , ~ ~ .r e` C a ! TEMPORARY DIVERSION BERM I ~
c`' ' TEMPORARY SWALE ~ ' ~ ~ I 168.95 °F ~ m `'88'52 09 E • ~ • 1v 1 SEE DETAIL 6/C303. ~ _
- ~ SLOPE AT 2X MIN. ' E 4' • t ,r' f ~ r: ~ ~ tir. ~ t t t ~ s i Tw 799.00 r f~ .d : y 'i I ~ it ~ j ~ f ON'C MO x k ~ ~
, I _ ' '~~TENTION INSTALL WITH TRAP ~ ? ; ; . ;~r~~'~ r` . ~ ~L%`°~ ' w~~H bloc r,
r .00 f ~ ~ E ~ ~ ' E,E ~ ;Bw 798 f ,r' D PN , ~ TAX BLOCK 3807 LOT 3R,3V ~ UGH I ,r ~ ~
'r t I' i ( f 1 : E' ~ s E ( ~ : r~ ~ ~ I r ~ rtt`v tt f ~~'`A ° ~ RALPH C, KIMEL k
a E r } ! k/ 1/ ,l E. S E I t f f < ~ r ~ ~ f j ,l ~ ~~Z f M/~ t t `ma`y ~ f f I + ri~• DB. 788 PG. 372 x
` t j r / ~ t T, . • r ~ t x r
~ _r;~~;.~.. y ~ ` L.....: ~ ~ 11 t: l ~ ~ r ~ ! ~ _ m
I TEMPORARY SWA ~ ,~r °P: ~
~ y t, t t ST ~oC I ~ ~ ' ~ ~ ~ SLOPE AT 2S~ MIN. i / , rt t ~ ; ~ k 3 E ~ x .r 't ,f , F, r Nv i 1 ~ ;>y ~ F.~ ~ ; r
` E i s E ' E I TH TRAP r3~a, r f(: r , t jtr , ~ <; Sq 80 ! ~ ~ 3 ' t= INSTALL WI #`4 r ~ ( ~r „ ~ ; ; ~ I I M < p s I ' - Tw 806.00 t t f / ; ; , i ~ ~ ` ~ ` ` r'
, Z ~ T , t b ~ ~ ~ f
i 3 4 Q ~ ~ ~ ` r J \i. i { ;P _ 16 R 6 f I i ~ E . ; t , Bw 796.00 r f~ r ( r' ~ r } ~~t. s'' 9 S ~ ! :t ~ ~ l 1 1 r` s r \ ,
I 1'i ° f ~l rr ~ ~ t I ~ _ J ( / rf r r, ~ i E A 9 !J ~ E `t ,l ~ j si jE`. fl ( ~ i - ~ RF f i \ ~ %J' T f f i' It r ! ~ f, ~ ~ 3 ~ ; 1 f , t ; i ~
1 ' 1 ~ ~ I f7 `1 ~ ~ ~ ~ 09 ~ ~ I i ;r ~ < .1 t ~ ~ r
~ ~E , ~ i ~ ~ rf p i ~ 0 . p ......EROSION CONTROL FABRIC cv ~ p ` 1
1 s{ f T I € I j~ t i ri I ~ i f ° j l' it ,J 'i SE ~ ~ E SPEgFlCATIONS , ' ~
3,t '4L ~~F ~ i ~ i i ! I t t (I j, r l ~ I r ; 'y ' ~ ` a 2~
q !R 1 2 ~ 'f ~ ~ i r F ti J ` + r Iii ~ ji r R W i i t t t r E I' ~ i 1 f j ~ r I 1 it . ~ > % 't ;1 `1 € ~ ~
i i F] 'Fa 6~ 1 ~f r E j r ~ f ! I i` t` 9 ' 28 r' i i. I i r t i', ,,r' y' i =.i ~ i f~ ro ~
. F ~ f f r l 1 t , ~ i ' `j it / o f r' I ~ i I ~ ~ ~ W ~Q
~ i, M.,•~ ~ ~ f E ~ ~ ~ r ~ I ) f t' f ~ I°~ 'r r• ,rr ~J li~ ? ;.i I ~ \ f S8 4 ~ ~ .a i` E 0 t 3, r TEMPORARY SWALE j' ~ ~ r I i F ~ ' , i 36 32 ~ r 1
t I ~5 'e 7 i ~ ! x t i ~ ~ r'~ 1~ } ~~f vt~''°' 0 ~ ` ` ~ 1 ' ~ I; ~ ~ ~ r E SLOPE AT 2~ MIN. ~ i'f ~ ARY INLET SEDIMENT E . ,1 ~ ~ ~ ~ E ~ ti , TEMPOR t_... i I t .....s ti,, x, g;11 } , , ` i ~ - 5 ti
t ~ ~ 'z ' ~ 'b~ ~ l` f E I ~ i ~ j I i , ~ ~ ~ r~'r }~f / ~ 4~ ~ ~ ~ ( ; . , ~ ; ' ! i ~ r ) , , TRAP. SEE DETAIL 1 /C302. , ~ f l , r ~ q } 1 ~ ~
y ~ t F ~ ~ ! F ~ I F ~ ~ I r t' 1 t E t ( ( F ~ ~
<l~ v ~ ~ °w ~ \ r,.S ~ j # I I s ` ~ II ! f. f ~ d i ~ r s A ~ k ~ \ ~ f I ~ ;E i ! ~ / i t 1 ~ ~ s ; ( ? ~ ' ~r f ..i . 828. ~ ~ ~ ~ i I I~ ,i r' ~ ~ "w~ -~Tw 830.00
rr ' ~ ~ >:i ; i : , ; ' ~ ~ ~ ~ r } I ~ Bw 829.00 ~ i i s23 ,
r ~ t1W ~ \ ~ 1 ~ i f r 1 ! It j ! j _ I r 1 r~ ~c £ ~ ~ ~ f ..i..r i E , ~ ~ ~ • ~ ~ , ® : ; ~ ~ , Tw 806.00 : , f . r ~ '
~ V ~ ! ~ ~ 1 i I ~i ~ ~ ~ I I , r~, F ;i ~ A ~ ~ I i ' k ? Bw 796.00 E I ! i E ` i . ~ ~ • 1 ~
..3° ~ +''y, !r t F 5 1 r i i ~t t ! i 7 t t r" 'r ~ ~ ~ I ~ ~ , f ~ ! Tw 836.00 ~ ~ ~ y.. . ~r ~
~ i ~ ~ ~b ~ i i t 'I ~ t i i t ~ 't •v, ~ ; ~ E i ~ i I a ~ ~ / s Aa s , ~ ( ~ E ~ i i j e i i ~ ~ l ° ° ~i \ 'V . E ~ r 826 828.00 ~ ~ ~ .
t ~t # ~ ' ~ r` ~ A s ~ E r ~ ! ~ A i ~i i t ~ i ~ ~ ~i i i ~ \ ~ s,.. i€ ID i s i i tt ( i ~ \ ~ ~ } ~ 9 s. ,
' t ;(I) I ~ \ v„. •v. ~ ` t i I t e ~ i pq a b Ju ! E i , \ E i : I`l ~ t. t i l ! 8! `f
.y U r ~ ~ r ~ ~
„ % ~ ~-~.--824 ING WALL ~ u....,;.J:. _ . ; ~ ~ ~ ~ NEW RETAIN ~
t j i ~ ° rr f l z S ' l 1 W t ~ ` ' ? t ~ j ~'`t•,,.. ~t i - , ~ ~ SEE DETAIL / ~ ~ _ r.. ~ i
. ` . ~ '.s:.~ MPORARY STONE CHECK ~y~~ ,„~R~
""t. ,t 3 ! r l ~ ' ~ ~ ~ ~ ~ ~ ~ I t i I ( ~ Tw 804.50 t ~ ti `s i r ! ~ ~ ' r t 47 i w6', i '`y. ~ .DAM. SEE DETAIL 6/C302. ~ , scpp[p
Ir..~~ y` ~ ~ ~ ~ i i { ~ ~ •E. vv~ l ~ V ~ i ~ ~ I ; ~ , ;t j Bw 796.00 'E ~ u ~ ~ ~ - , ' ? f M"` : i' ' _ D :air'; tQ
Ei,~ ~ I j L, ~ t E t ,t i t 1 ~z~ v ! ~ tE ~ ~ i 't Bw 831.0 S _ . w.. ,
bM ~ ' ! ~ 4 t .w..~
i ~ r~ i , ~ ~ ~ t ,t ,
{ I I ~I ~ ~ > ~ vv _ ~ ~4_ , ~ r " i r r 3~ J r ~ t p z,,.. , } i ~ % r ' ~ i 1 "i i tJ ~ i' ~ ~ ~•i~.,...... 1 TEMPORARY DIVER~ON BERM . ~ • . ( 1 • V ~
i ~ tz ` I i a~ `z, ! ~ ,r f. /r t t i i i t ~ • 1 i r ~ r DETAIL 6/C303. 8 f ~ ~
' ; ' E ' l,', t ; > • , Tw 803 50 .1 ~ . J , ~ t~ ' i ' g :3 t t y l ~ rr' t ~ ~ ~ _ \ \ t ~ Tw 836.00 5E . .
. I 'a ' , + Bw 796.00 ; ~ ; r l - ~ < , ~ , Bw 835.00 l _ . p 0 _y. «~w ,
` i Ef i''` ~ ~ " i 4
, ~ 't: ' ~ TFf~PORARY RISER SFFD~uIENT BAaI
14- ~ tl ~ ~ ~ ~ ~ ; TEMPORARY FLEXIBLE PIPE ~ SEE DETAIL 7/C302. I . ~ T ant o ~ - ~ ,.J .
~ 14 ~ • ~ w` ~ 3 j LOPE DRAIN. SEA DETAIL 5 C302. ~ ~ ~ RAINAGE AREA = 9.05 AC 3 , ~ ~ ; t , s ; , S / dr1. D C r. ~ ~ , € i !r----- ~ ~.05 A ~ e ~ E er 3 rate Head uaxt
i ~ t~, A' ~.--+C STAGE REQ'D = 18,290 CF. 90 CF. ~ + ~ q 3 2 ~
~ ~ z 'i 7 ? l ~ BASIN SIZE = 202'x86 x2.0 D ' i+~: ~ ; t , . ~ nRa°'~ s, s ~ t STORAGE PROVIDED = 21,591 CF 36 x2.0 D ~ ~ ~ ~ • ` ~ C t r ~nston Salem N , I SEDIMENT ~ ~ , 21,591 CF - ~ ~ TEMPORARY FILET
' NV . \ / / evs;spann°agse Y_~ ~ ' - . N 4,0~, ; ~ ~ ;°~°~a°o Tw 799.00 8 BOTTOM ELEV. -793.00 3.00 ~ ~ I i ; TRAP. SEE DETAIL 1/C302. ,-t' ~
? .c' i E to aawalraa°a ~ ~ . l oo m, 0~4 \ , , i' t" a ri ' ~ 0 TOP OF BERM = 797.00 (MIN) ~ ; • a~~ ew 79$.00 , j ~ ~ _ . F ~ E ~ x.00 MINI ~ ~ ~ ; ~ ~ i i
r f i\,r4 , ~ ` A ~ SEDIMENT STORAGE LEVEL = 795.1 - 795.00 ~ ~ ~ F i € .EVEL - ~ , ~ . r} ~ ~ , ~ ~ i~' ~ i " ~f
~ ` \ ~~...~y TEMPORARY SILT FENCE ~ ~ ~t SPILLWAY CREST = 79fi.00 t r ,Y4A . 196.DD e" ~ J r ~ f~ ~ f ~
° INS. qOW ` ~ SEE DETAIL 2/C302. ? SPILLWAY LENGTH = 12 ~ , r ~ 8
,r \ i ~ . ' 8 8 ~ ~ ¦ D ~ - ;
~R .s 793 ,f. „ , j f , ; , ~
3~4 ` i \ 202' t \ ..i .,t ; ..M < / ~ 0 ~ ~ ~ - T- - , ~ Jun am e T
MPORARY INLET SEDIM :'~m f TRAP. SEE DETAIL 1/C302. ~ .i' raoiECraennnGBa
` ~ ~'TEMPOR~Y, RISER'PIPE` ' ` t ~ ~ ~ ~ ,;F ~ r ~ _ ~ t~ t -
R° \ ` ~ M ~ David Powlen
\ \ \ , ,r \ ` WATER AUTY POND ~ -
~ 'INV. 779.61 ~ ~ , ~ ~ OUTLET PIPING ~ I ~ ? h, ~ A. Kra
top ~
\ 4y ~ 794 NO. MUM DATE N
SM MAL MEET CM FOR BEEDMI NOTES. 806
AMP SEDIMENT TRAP #2
0 SEE DETAIL 3/C302. f
~ µ NOTERIMAMENANCE NOTES • DRAINAGE AREA = 1.73 AC cP !
STORAGE REO1D = 3,114 CF. f
co W... BASIN SIZE =45x20 x2.5 !D STORAGE PROVIDED =3,405 CF f r /
ON-SITE BURIAL PIT WILL BE LOCATED ON THIS SITE. CONTRACTOR RESPONSIBLE FOR PROPER A. NO DISPOSAL OF DEBRIS. OUTLET ? TEMPORARY SWALE , ? BOTTOM ELEV. - 810.00 a 0,
WATER QUALITY POND ° ~ \ STRUCTURE, SEE SHEET C501 \ TOP OF BERM = 815.00 1 ' it, ~ ~ `Y SLOPE AT 2% MIN.
BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE'S B. ANY GRADING FOR DESIGN AND DETAILS. SEDIMENT STORAGE LEVEL= 812.5D o.
- EROSION `CONTROL ORDINANCE AND IS SUBJECT TO A FINE. , ` is ? cv SPILLWAY CREST = 813.50 l F
OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. ti... _ _ _ ~ SPILLWAY LENGTH 7
C. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OFv . ~ - 2. CONTACT THE CITY OF WINSTON-SALEM INSPECTIONS DIVISION TO w wER E 0 M r~ TEMPORARY SILT FENCE ENT
THE STATES EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. BEGIN AT [phone]. NOTIFY THAT CONSTRUCTION IS READY TO ..~'ow SEE DETAIL 2/C302 r
D. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION awft
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY 3. INSTALL TREE PROTECTION BARRICADE. NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. SEDIMENT WILL
PROTECTION DEVICES WHEN STORAGE CAPACITY HAS 4. CLEAR AREAS NECESSARY FOR INSTALLATION OF EROSION CONTROL MEASURES. BE REMOVED FROM THE SEDIMENT TRAP AND INLET ~Al kflii 10 J 1 t
BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL 41
NO LONGER DRAINS PROPERLY. 5. INSTALL ALL PERIMETER EROSION CONTROL MEASURES INCLUDING STABILIZED CONSTRUCTION ENTRANCE, DIVERSION BERMS, SILT FENCE, CHECK DAMS. POND 13. COMPLETE ROUGH GRADING AND INSTAL G AND INSTALLATION OF STORM DRAIN STRUCTURES
E. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 6" DEEP AT OUTLET PIPING. TEMPORARY SEDIMENT BASIN NO. 1 AND TEMPORARY SEDIMENT AND PIPING. INSTALL INLET PROTECTII .ET PROTECTION AS INLETS ARE COMPLETED. INSTALL GRADE MASS 1* r '
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. TRAPS NO. 2 AND NO. 3. TEMPORARY SWALES AS SLOPES ARE THE FENCE. THE SEDIMENT FENCE SLOPES ARE CONSTRUCTED TO INSURE DRAINAGE TO TRAPS. ~ 89,371 N mw W ,..,xf,~
AND EROSION Lap S WITH EROSION CONTROL FABRIC AND SEEDING IMMEDIATELY.
F. PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN THE PROPOSED DITCHES AND CHANNELS. 6. CONTACT CITY OF WINSTON-SALEM INPSECTION DIVISION ONCE MEASURES ARE 14. STABILIZE ALL 21 SLOPES WITH EROSII THAN 2,1 WITH SEEDING WITHIN 15 WORKING DAYS OR 30 m°~° w- l P LAN ~ t CONTROL
ADDITIONAL MECHANICAL MEASURES WILL BE REQUIRED IF VEGETATIVE COVER CAN NOT BE ESTABLISHED AS INSTALLED FOR APPROVAL. STABILIZE SLOPES LESS THAN 2:1 WITF CALENDAR DAYS. SEED. ALL DISTURBED LL DISTURBED AREAS WITH APPROPRIATE SEED MIXTURE AT ALL
PROPOSED. 7. CLEAR AND GRUB ENTIRE SITE WITHIN LIMITS OF CLEARING. AREAS WHICH WILL NOT BE PAVED, GR )E PAVED, GRAVELED OR OTHERWISE UNDER CONSTRUCTION 8d 43 , tll f- -•e~rww_
TRAW EROSION CONTROL BLANKET WITH BIODEGRADABLE NETTING & 0.5LBS/SQYD STRAW (THIN 30 WORKING DAYS OR 120 CAL G. PROVIDE S . OF SITE. OPERATIONS ARE COMPLETE. SEE SEED OR 120 CALENDAR DAYS AFTER FINE GRADING w. SEE SEEDING SCHEDULE FOR TYPE, RATE do DATES. w
FIBER ON ALL SLOPES THAT ARE 3:1 OR STEEPER AND ARE NOT ALREADY SPECIFIED TO RECFJVE 8. BEGIN ROUGH GRADING
ANOTHER TYPE OF BLANKET. JRES (BASINS, SEDIMENT FENCES, DIVERSION DITCHES, ETC RIS CONTRACT SHALL BE MAINTAINED/REMOVED UNDER 19. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.
9. INSTALL 36 CULVERT PIPE THROUGH EAST SIDE OF PROPERTY (FES 4 MH-35 15. EROSION CONTROL MEASURES (BASINS, I
H. STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO MH-36, HDW-5). DIRECTLY AFFECTED BY THIS CONTRAC BE b MAX. 50% CAPACITY UNTIL EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. MAW GRADING AND 3 SHALL BE MAINTAINED TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED THIS CONTRACT. DEVICES SHALL E OF PROPERTY. 10. INSTALL 48 CULVERT PIPE ON WEST SID AREAS THEY SERVE ARE FULLY STABII OF AGRICULTURE, AND THE SCS. FULLY STABILIZED. EROSION CONTROL PLAN -
AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. PERMANENT GRASSING FOR A 4SSING FOR ALL DISTURBED AREAS NOT COVERED BY 20. DILIGENTLY AND CONTINUOUSLY MAINTAIN .ALL EROSION CONTROL DEVICES
I. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE 11. INSTALL SITE RETAINING WALLS. 16. PROVIDE BUILDING. THER LANDSCAPED AREAS. AND STRUCTURES TO MINIMIZE EROSION. MAINTAIN CLOSE CONTACT WITH THE CITY. OF Ellmon 1 WINSTON-SALEM SO THAT PERIODIC INSPECTIONS CAN BE CONDUCTED AT APPROPRIATE 40 20 o 40 eo
12. CONSTRUCT FILL SLOPE ALONG WEST PROPERTY LINE AND SEGMENTAL BLOCK UILDING PAVING, OR OTHER LANDSC OF THE CITY OF WINSTON-SALEM.
RUNOFF BACK ON TO PROPERTY. CONSTRUCT TEMPORARY IS AN CONDITIONS _SALEM FO 3N SALEM FOR PERMISSION TO REMOVE EROSION CONTROL DEVICES. STAGES OF CONSTRUCTION. 12/18/03
J. APPROVAL OF THIS PLAN - NOT R AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD WALL SWALE TO AND SLOPE CHANNEL RUNOFF TO SEDIMENT BASIN # 1. ONCE SLOPE IS COMPLETE, 17. CONTACT CITY OF WINSTON-SALEM 21. ESTIMATED TIME BEFORE FINAL STABILIZATION 13 MONTHS. C301
WARRANT OFF-SIZE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY Y TRAP NO. 4 AND TEMPORARY SWALES AND REMOVE TEMPORARY 1& REMOVE ALL EROSION CONTROL DEVICI )NTROL DEVICES INCLUDING ACCUMULATED SEDIMENT. SCALE 1" = 40'
OWNERS, INSTALL TEMPORARY SEDIMENT TRAP NO. 3 AND SWALES.

uTTa wHre~IF.~wxa~a s
Z~ SEEDING MIXTURE ~
c Q SPECIES RATE (LB/ACRE) SPECIES RATE (LB/ACRE)
GERMAN MILLET ~ RYE (GRAIN) 120 OMIT ANNUAL IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
O D ~ STAKES ' METAL SUNDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 TO EXTEND BEYOND JUNE.
LB/ACRE. „ 8~lq C1ATE~
100' 1 -6 MIN. ~,qpA~ PIEDMONT-JAN. 1 -MAY i
PUBLIC STREET : Z PIEDMONT-MAY 1 -AUG. 15 80L AMBi0MENT8
~ g FOLLOW RECOMMENDATIONS OF SOIL TEST'S OR APPLY 2,000
rk"e,'• ~ oe' `tom r ~ _ - F •ar •'~~~`'f Y LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 w w w. I i t t I e a n I r n e, C a m r - Z i~° ~ FOLLOW RECOMI~,ENDATIONS OF SOIL TESTS OR APPL
:i . . »~i~ ~ ~.I"~~' AGRICULTURAL LIMESTONE AND LB/ACRE iD-10-10 FERTILIZER. •ti ~ , r,a 2,000 LB/ACRE GROUND
~ ~ ; , , ,.~..1 I =1 I r--L ff E ~.....~f,~-~I I l~-='~1!-- 11:•_'1 I ~ l~ .I ~I ~I~-, , rjf .3I~~I~ , L......i ~ . ~ 'r~~*t;h.~.b<,~`rx.~%?:<,~,, ~~F,~~{"'x r~,,t."r'"1~(';,, 't°"~"~"; SILT FENCE 705 LB/ACRE f0-10-10 FERTILIZER. ~ ~y;.:{'Y::. ,,,.Y u, SILT ~N4"E ~ ~ ~~r~ ..~,{s'~,n ~a•;.:~' link A?s6tte~tarelConsulkng. The
r°' r. .,,~I ~~I~.~I~.. Z ; • X ; . , f, ~,r I. ~ "4 ~ ~r° ~ APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING Dited s~,-,s•~s, . r ~ fil ~ ORING TOOL A ~ ~',~`'r~'"~.,U',,~~~::.,~ , r. ~ . WITH ASPHALT, NETTING, DR A MULCH ANCH 's oratbernre o thir drenrin
~ , ~ ~ NDER STONE ~ L ~ t~~K'~:~~.-' . ~ 4 D00 LB ACRE STRAW. ANCHOR STRAW BY E USED AS A ~1°~~0"' ~ 8 f g ~ r~.~ ~ ' a. APPLY STRAIGHT CAN B , , . r <s..a ~ / H BLADES SET NEARLY ~ , ~1,.,?,~ .Y, s~'_,~k~.~7~ , r ~ .c DISK WIT .mow 7_°~ lr`~~.~t, y.~{~~ • TACKING WITH ASPHALT, NETTING, OR A MULCH
~ FILTER FABRIC U ~ ~ ~ ~ MULCH ANCHORING TOOL. ~0~~"""~~0"~DtpeDb'~~Q"~ "r.~ ° '~j' ~ ANCHORING TOOL A DISK WITH BLADES SET NEARLY u~i?gamentanUb~rabjtcttolegalardon.
~ ~ ~ EXISTING ~ ~:~~n ~~4~~ ~p~<.:; mh~r"~~~=a PUBLIC STREET ' ~ STRAIGHT GAN BE USED AS A MULCH ANCHORING TOOL
GROUND REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. F'~-SEED, Litde2003 OR IN SILT FENCE AREA UATE REFERIILIZE AND MULCH IMMEDIATELY FOLLOWING ER090N
VARIES -SEE PLANS IN DITCH AREA REFERTIUZE IF GROWTH IS NOT FULLY ADE4 O11iER DAMAGE. RE-SEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
ETAL STAKES RIPRAP, ~ RIPRAP, 40-150 CBS.
STONE (1 /4" TO 1 /2" GRID OPENING) #5 WASHED F, SURFACE PREPARATION
. 12" LAYER OF p FINE GRADE AREA TO BE SEEDED AND LIGHT DISK 2 LAYER OF ~5 STONE s;w ~ OR RAKE TOP 6" OF SOIL REMOVE ALL CONSTRUCTION MANIBrIANCE
WIRE MESH ~ - Z CONCRETE BLOCK z 1r a,.,• w: '~"=,t , DEBRIS, R00T MATERIAL,
tw~:`` ` 1. Z ROCKS AND STONES LARGER THAN 1". RE-FERTILIZE IN THE SECOND YEAR UNLESS GROWTH ~°•'';~;'u°~>~, ' 1 w 15 FULLY ADEQUATE. MOW GRASS AS NEEDED
r ~ , pp TO MAINTAIN HEIGHT OF 4 . 4 , ~u„`:`.. ,.t.;,.,~``~ti?,"•• i,";r,., ~ ~IQIYO~TIiE EFERTIUZE AND MULCH IMMEDIATELY
• ? FILTER FABRIC ~ , f' ITER FABRIC u. F ¢ RE-SEED R t^~,rv,r~~~:.~~r~~• A~ a`'f:' ~ SPECIES RATE (LB/ACRE) FOLLOWING ER0510N OR OTHER DAMAGE.
r,~.. . 4~' ' ; ; ~ ~ ~ 9 , ~ ~ss~~~ ~ - N TALL FESCUE 60
..xr 0 S: FLOW ` s ,f " ~ ~ KOBE LESPEDEZA 10 PE9G~ FLOW t ,~.y ° i ~ 2 - ~vyV~. : .A" ? i t~~ ~ ' 'N ~ ~ ~ ~J~A tm tf `y , , r t 3 E ~ y,,{ 2~ kc 4 i r. i
M,.:>w _ ROAD ~;~.~~~;.r;~,•~~`~~. 1. A STABILIZED ENTRANCE .PAD OF ABC STONE OR RAIL ~M~~,~.~y~,a~~~.~~ru~~N,z,,~~rg~"~~~a~~~, ,~4;~~ ~~~.•~r~~l ~ ao KOREAN LESPEDEZA 10 SURFACE PREPARATION ' . , ~ "~a,. ',~~•z;;~ .`~~'j 'tea~~. ~ _ COMMON BERMUDA 15 FlNE-GRADE AREA TO BE SEEDED AND LIGHT DISK
t` ~~C + ' ` e~z • ~ - BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL LEAVE OR ENTER " OR RAKE TOP 6" OF SOIL• REMOVE ALL CONSTRUCTION "
t W ~-E „ Ez ~ r ,r. THE CONSTRUCTION SITE ONTO A PUBLIC ROAD. 3 . . I f ~ I DEBRIS, ROOT MATERIAL, ROCKS AND STONES LARGER THAN 1 . ~DIr>0 DA7~
POSSIBLE ~p
'-W;"'•• 2. FILTER FABRIC 9R CRUSHER RUN MAY BE USED AS A BASE COURSE ' ,t f; 12" LAYER OF FOR THE CONSTRUCTION ENTRANCE. ~ " LAYER OF #5 STONE FALL: AUG.25-SEPTJ5
12 DROP INLET • BEST AUG.zo-oCr.zS SPECIES RATE (LB/1oD0SF'f) CROSS SECTION REBEL TALL FESCUE 5
' ' ~ WITH GRATE 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL LATE WINTER: FEB.15-MAR.21
. ` T TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS PREVEN FEB.1-APR.15 SEEDING DATES NOTES: BESL AUG.25-OCT. 25
OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING IMTH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR FALL 15 THE BEST FOR TALL FESCUE AND LATE WINTER FOR pOSSIBLI:: FEB.-APR.15
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. CHANNEL BANKS TO KEEP WATER LESPEDEZA. OVERSEEDING OF KOBE LESPEDEZA OVER FALL-CEDED 1. STONE SHOULD BE PLACED OVER THE TALL FESCUE IS VERY EFFECTIVE. USE UNHULLED BERMUDA GRASS
ES WHERE RE UIRED. AVOID SEEDING FROM Nov. 1'0 JAN. IF SEEDING FROM CUTTING AROUND EDG Q SEED IN FALL MUST BE DONE AT THIS TIME, ADD 40LB / AC OF
Y SEDIMENT SPILLED DROPPED, WASHED, OR TRACKED 4NT0 PUBLIC 4. AN RYE GRASS.
PLICAl10N: STREETS MUST BE REMOVED IMMEDIATELY. SPECIFIC AP 2, SET SPACING BETWEEN DAMS TO ASSURE THAT THE TOP OF THE LOWER NURSE CROP: DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM WHERE REQUIRED. BETWEEN MAY 1 AND AUG.15, ADD 10LB/AC.
N APPROPRIATE WHEELS MUST BE CLEANED TO REMOVE SEDIMENT GERMAN MILLET OR 15L8/AC SUDAN ASS.PRIOR TO 80L MAY 1 OR AFTER AUG.15, ADD 40LB AC RYE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR
VY 5. WHE , THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEA PRIOR TO ENTERING A .PUBLIC STREET. 3. PLACE STONE ON FILTER FABRIC.. (GRAIN). APPLY 4,0D0 LB/ACRE GROUND AGRICULTURAL
FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY 1S LIMESTONE AND 1000 LB/ACRE 10-10-10
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. 80L AI~0Y~fl8 FERTILIZER. FOLLOW RECOMMENDATIONS ~ SOIL TESTS OR
APPLY 4,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 APPLY 4,00D LB/ACRE STRAW. ANCHOR S1RAW BY
FERTILIZER. TACKING WITH ASPHALT, NETTING, OR A MULCH SCALE: NOT TO SCALE ANCHORMVG TOOL A DISK WITH BLADES SET
SCALE: NOT TO SCALE SCALE; NOT TO SCALE NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORNVG TOOL APPLY 4,000-5,00G LB/ACRE GRAIN STRAW OR
CUTAWAY USED TO EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MAMBiAMCE
8 MAX. I _i SHOW INLET MATERIAL ANCHOR STRAW BY TACKING WITH REFERIIUZE IF GROWTH IS NOT FULLY ADEQUATE.
MIN. 12 1/2 GA. ASPHALT, NETTING, DR A MULCH ANCHORING RE-SEED, REFERIILIZE AND MULCH IMMEDIATELY TOOL. A DISK YNTH BLADES SET NEARLY STRAIGHT FOLLOWING ER0510N OR OTHER DAMAGE.
~ ~ INTERMEDIATE WIRES SEDIMENT PIT CAN BE USED AS A MULCH ANCHORING TOOL
, i~. i• rJrr .
~~%r%ii ' . MIN. 10 GA. LINE • ; ~ N
VNRES HOLD DOWN STAKES ~;.!fi,. f` a;,r,, ; ,r, < < '1, ~ ..r/i r 1
~ 10 O.C. (TYP.) r /,r',~ °.~r.
~ %/P: r. Jfl i' 'a`il. ~ Jyi
s r r ~ r.
!J / is /f.r J r l r
9.EVATION
.~.°'~.,.r ~g~.:~r..,.i~ J~' ,ter;
M /r ~ "T" STEEL OR 4" DIA. PINE POST ,
~ EARTH DIKE . i y : NTT-VORTEX PLATE
WIRE FABRIC u..~ ;~f,~~ .;z i l E.,,. ` ~
~~I'~. WEL 1 ~ ` FlL1ER FABRIC 32" 1MDTH CRS WELDED TO CMP RISE
w ~ I~II~`•`I' ` NGTH AS NECESSARY :;Ili LE REMOVABLE TRASH RACK IS OPTIONAL
, ~ ~ T GO THOUGH KE ~ - ~ ~ RIPRAP APRON o ° FOR EASE IN MAINTENANCE. o ° °
M ~ WET POND OUTLET STRUCTURE
'r ~ 1' BEVELED PIPE o ~ a ~ i,. 5' - 1 D' a (REFER TO SHT C/501) SECTION A- o
r~ 2 m w
t~ , rt 1 ~ J t
l STAKES o .1 E HOLD DOWN k r L~
GROUND UN ®10 D.C. (TYP.) ~ ; II _..r 'by AN11-VORTEX PLATE
A TRASH RACK
~ o FLEXIBLE PIPE OR GREATER N ~ CAS
_ W ~ i~ A. .4~:::'°'' ~ o ANCHOR SKIRT WITH STONE ~ ` _ 4 DESIGN HIGH WATE : °•°bsc''•••~
3 SEDIMENT PIT 2 •.9 L jQ
fV ~ r f0 RISER CREST -I1
4 MINIMUM A SS J THA 1% SL 885 ° o
F ATE CMP PER OR A ° P PERFORATED RISER ° ° E o ° CONNECT SEDIMENT DISCHARG
e,. SAL NOTES ~IANT~ANCE N011E3 RIPRAP APRON ° ~ G TO WET POND OUTLET o ° PIPIN 6r
" ' ' IN WIDTH 1. FlLTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH ` ~ ' ( ''~"I~' 1. FENCE FABRIC SHALL BE A MINIMUM OF 32 ° ° STRUCTURE
" RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY ' ` E<.... AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12 .~.~,~,.:'..hs~~'s .r. ~ #5 WASHED STO WASHED STONE FILTER ~ ~ IZ ~ ° ° o ° , r
SPACING. REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. ~ =~'x'.a;~ - 0 o N o o e
2 SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO i;°=..~.I~..~.:°I`"" PBQFIIE 2. FlLTER FABRIC SHALL BE MIRAFl 140 FABRIC OR THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL R,:•:: o ~ ° DISCHARGE PIPE
EQUIVALENT. BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. ° ° °
3. BURLAP CANNOT BE USED WHERE SILT FENCE IS TG REMAIN 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM NOTES: ° T ant ° ° ,
FOR A PERIOD OF MORE THAN 36 DAYS. EVENT AND WHEN THEY DEPOSITS REACH APPROXIMATELY HALF THE 1. THE INLET PIPE SHALL HAVE A SLOPE OF 3X OR GREATER. OTTOM Co guy ° ° k orate Head carter 0 o j 1
HEIGHT OF THE BARRIER. B F- 2. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE DIKES CARRYING WATER TO THE PIPE BOTTOM OF BASIN
4. STEEL POST SHALL BE 5 IN HEIGI~T AND BE OF THE SEL IN PLACE AFTER THE SILT 4t ANY SEDIMENT DEPOSITS REMAINING SHALL BE AT LEAST 1 FOOT HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. FASTENER ANGLE STEEL TYPE. a . ~ a , I inston-Salem NC W ° k a ` " j WET POND OUTLET PIPE TO WET POND OUTFACE
FENCE OR FlLTER BARRIER IS NO LONGER REQUIRED SHALL BE 3. THE PIPE SHALL BE FLEXIBLE OR CORRUGATED METAL PIPE WITH WATER TIGHT CONNECTING BANDS. " DRESSED TO CONFORM INTH THE EXISTING GRADE, PREPARED AND E OUTLET IF EMPTYING INTO A DISTURBED AREA. • r e, •4 ~ (REFER TO SHT C/401)
5. WOOD POST SHALL 8E 6 IN HEIGHT AND 4 IN DIAMETER CEDED 4. A RIPRAP APRON SHALL BE PROVIDED AT TH
5. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE SECTION SHALL BE HAND TAMPED IN 6. WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH CONC. ANCHOR
NOT LESS THAN 9 WLRE STAPLES 1 1/2' LONG. 4~r LIFTS TO THE TOP OF THE EARTH DIKE. 6. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL BE PERFORMED AFTER EACH STORM.. r
ANTI-SEEP COLLAR
BLOCK (SEE DETAIL 1/C501) DATA
PRINCIPAL IIQ CHARGE
SCALE: NOT TO SCALE z h r s im Gamble 1
SCALE: NOT TO SCALE PROJECT MANAGER
„ " ~ M ~ ~ " ~ David Powlen
F10 5r MIN. ~W 30 30 3 -6 1 6 -6 1 DRAW,C BY
" ~ r TOP OF BERM o E A. Kra
E ~ .I Y~
~ :~~:R~~~,~~.? M GENERA ~ENERA~~IQT~S:
NO. REASON DATE
I TOP ELEVATION OF STORMWATER STORAGE
A- o 1, AREA UN[ AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.THE POOL AREA SHALL BE CLEARED. 1.
SEDIMENT DEPTH 2. THE FILL 7 WASHED 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
X 2 ORGANIC ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
SEDIMENT Q STONE. MAXIMUM LEVEL OF CLEAN OUT STAKE z -l1 CONSTRU
COLLECTED (CLEAN BASIN OUT - c ~ in o0 0 3. SEDIMENT SHALL BE REMOVED AND TP.AP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
WHEN THIS LEVEL REACHED 3. SEDIMENT in ,I co DEPTH 01 DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
BOTTOM OF BASIN 4. THE TRAP AND REPAIRS MADE AS NECESSARY. 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN
I...i~;..- I-..• AND WATER POLLUTION IS MINIMIZED.
I 5. CONSTRU , ..MW _ RIP RAP 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT. EROSION
6. ALL CUT 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT SECTION THROU H BASIN AND FILTER 7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
6' B. STORAGE AND MAY BE CONSTRUCTED IN ANY SHAPE 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY,
MAN STORAGE IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND STORAGE VOLUME REQUIREMENT
SEDIMENI ENDS ON THE LONGER BASIN DIMENSIONS. SEDIMENT ARE ON OPPOSITE
I 3 9. REQUIRED STORAGE I5 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED
L (B MIN.) 9. REQUIREC UP CLASS 1 OR 2 DRAINAGI so - DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES.
CARRY RIP RAP x ~ SIDES OF SPILLWAY-,, RIP RAP RECOMME T OF STORAGE PER ACRE OF DRAINAGE AREA. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE RECOMMENDED STORAGE IS 1800 CUBIC FEE
SILT FENCE ^ .1=41_~-......;- 10. THE LEND 10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
TO ALLOW FOR SETTLING. BAFFLES
11. WHENEVEF 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, EROSION
_ SHOULD SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH. QI,
/--RIP RAP APRON , . , ; 12. CLEANOU EAR AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED 12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS
8 WASHED STONE SHOWING M ~ # 5 DETAILS SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. ONTR 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
l - q 13. SAFETY F
p~ i `i. 14. FOR DESI ~C REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS,
Ql 3 ? HEALTH, r Cy AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. HEALTH,
I TI-Il 15. FOR SLOE 15. FOR SLOPES GREATER THAN 10 IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL REQUIRED.
y:
IMEDIATELY SEED ALL EARTH SILT FENCE r 16. THE SERI BERMS AROUND SEDIMENT TRAPS UPON Z (7' MIN.) SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION 16. THE BERM ON SEDIMENT BASINS
RIP RAP APRON TO CONTINUE HAS BEE COMPLETION OF INSTALLATION DISTURBED AREA HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED. 132-6958-00
TO LIMITS OF ESTABLI:
17. WASHED FENCE WHENEVER SILT FENCE IS PLACE AT 17. WASHED STONE AND WIRE BACKING SHALL BE USED. WITH SILT
ELEVATION OF BERM AND FILTER THE TOE THE TOE OF A SLOPE 10 VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
IS NOT F IS NOT PROVIDED.
12/18/03
RIS C302 ER I TEMPORARY RISER PIPE SEDIMENT BASIN 7
"MMPORARY SEDIMENT TRAP 7 -E SCAT SCALE: NOT TO SCALE
3 SCALE: NOT TO SCALE

~ VARIABLE O
ACK OF CURB v 8 H p m ROMNWY WIDTH F'+ ~ ~ g VAA ~ Q
O IAStiE SLOP iA9LE 510PE Q ~ 3 .
FACE OF CURB ~Ho~o rom~w fill O VM H ~ C=7 q
rmiZ-i=D m G ~ i CRETE OA STEEL CROSS Pi PE C ~ ~ ~ Mz•'I a ~ WQ u•=
m ~m QO tyv
TyO~ zHo~~ y'DO ROADWAY CROSS PIPE TYPICAL SECTION N=~zw ZH•a~~ QOM
REBARS ~ 6" n~T~ ~ ~ 1~ n'~~~ " z H 1 ~ pgLE BLOPE _ 3 - . VAAI~81E 8L F- 7
ON CENTER BEARING ~ ~ VAR"I _ - OPE d O
NN ~ EACH WAY LOCATED IN - NTER THIRD °z CE 1 MIN. NO r n 1 4 - rr - - --11 8 MAX. p . c o z ~ - - ---r 3 ~ s NAx, ~ m
OF WALL • JOINT www.littleonli~e A ~ B D,'', FILLER D B w
` CLR. TYP, ~ ( ) ~ f ~ ~ a '
m a ~ n m 8 a, - - - - - _ _ - _ _ _ a Tbir drax'in aHd the durgx ihasKt are the pmpery
4x4 W4xW4 n T 3rr NCRETE ~ Tb a Ii#kDi ArtbikcfuralConatfkgg. The D b TB CONCRETE CC L O f iA L T
WWF (LAP FACE OF CURB ~ ~ orotheran o tba dra,vin OR STEEL OR STEEL e ~ ,~a~„ f g
WWF 6" ONTO 6" , , 6 n n rn PIPE PIPE ¢ Z C ~ t" ~ m NSTALLAT I ON O ,vilhout their y+rrdr,~, cwlrcnt it pmbibited asd mry o z GROOVE iNSTALLATiON TONGUE i w Q
FABRIC L OR W Z ~ z " ) MIN. MIN. G~ 1 MIN. o O r z W O H infiingameat,Pill be nrb~ect to legal action. ~ ~ H SIDE VIfW z H
x~ n ~ H CLR. (TYP.) #5 REBARS ®12 m v. m N RETE OR CARRUGATED ~ T ®Lisde 2003
O.C. HORIZ. & m = -I x ~ W m STEEL PIPE a fA C
• A VERT. USE VNTH ~ ~ rr 4'x4' & LARGER " ~ m ~
~ - ~4 REBARS ~ fi GRADED QUARRY STONE RIP RAP n ~Z q DRAINAGE STRUCTURES ON CENTER ~ CONCRETE FLARED 111 C m•0 - ~ pzz n ~Z ~mv W D ¢410
.PLAN VIEW OF BASE LL SEE PLAN FOR RIP RAP SIZE ~ y TYPICAL) ~ L BARS SHA EACH WAY = END SECTION • m 9 _ n D 1~- b
VE 1 -6 LEGS. z m c PRECAST RISER PLAN HA NOTES: ~ Z z v a W ~ z ~ ddw
r _,~t, ~ mOC STRUCTURE. CONFORM TO f ~e~ ~t~,, ~ o CONSTRUCTION OF PRECAST DRAINAGE ~ D G T CONCRETE I~--~ F H W o L Tg a OR STEEL END VIEW o. ~ D ~ W
STANDARDS AND SPECIFICATIONS OF NCDOT DETAIL 840.46 ~ ~~}t ?r•,;~, t~,;; NOTES: ~ TYPICAL PRECAST r~,t ~ r r~ ..1 ~ ~,t, • i 111 ~ imp PIPE y~AW
"t a~ i ~ ~ 1 !J: ; w ~ aD ~ z PLAN VIEW ~ H Dr :~v J~z
SHALL BE 4000 PSI. RISER SECTION ; ~W ~ f-. , t; ; ~ G 1. CONCRETE MINIMUM COMPRESSIVE STRENGTH A ~,'~.!r~. ~~~'~'-',I~"`~•~;~`'~'~~; 1) La IS THE LENGTH OF RIP RAP APRON. ~ ~ °C
2. ALL REINFORCING STEEL SHALL MEET ASTM A615 FOR .GRADE 60 , ';~'tf,; 7 ~r~~g,. 2 W IS THE APRON WIDTH = ~ 00o wv~ z~
- ~ ~ ON THICKNESS w WELDED IMRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. 6" , , , , ° ~ ~ ~ 3 Ta IS THE APR c w ISOMETRIC VIEW y C END TREATMENT DIMENSIONS
s', , , , -~f;,:~~,; 4 APRON THICKNESS n Q ~ T T Te A B w
MAXIMUM DEPTH TO TOP OF BOTTOM SLAB SHALL BE LIMITED TO MIN. :.J wn~.. , ~ .t.....~~~;~ Ta- 1.5 TIMES MAX. STONE DIAMETER, t BUT NOT LESS THAN 6 . 15 -0 f ~ ~ H D L W s b NOTES: x
r, . ;„,;'C7''s ~ 5) SEE EROSION CONTROL PLAN FO ~ ~ i„~'t m m 18" 8'•0" 23° 4" 4" 6° 21~" 25" 1. CONSTRUCT PIPE END SECTION USING M4 REBAA SPACE6 9 d n EACH WAY AND MEET ALL REOUIREYENTS OF STD. SPEC. 310
VIEWS ` ; ' ~ ~,~..~`'~~"r'=~ ~ m•j;~t,~,; W, Ta AND RIP RAP SIZE FOR EACH 4. LIFT HOLES OR PINS SHALL BE IN ACCORDANCE WITH OSHA SECTION .6 ~ ~r3(,~;~~ 3 #4 REBARS ®6" . z•~':..~~,~ G. FLARED END SECTION. EET 1 of 1 24" 8'•2" 90" 4" 4" 8" 27~" 32 AS .OUTLINED FOR CONCRETE FLARED END SECTION . SHEET 1 OF 1
STANDARD 1926.704. OPTIDNAL JOINT DETAILS ~ ~ ON CENTER ~,.~'~t~~.~;?!"~(.)~) C^ 314.03 EET 1 OF 1 r r n r r u n rr „ 2• CHAMFER ALL EXPOSED CORNERS ~f . 3D' 10 •4 37' 4' 4 6 33~ 39 310..03
EACH WAY x ~ , ~ 5. FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE a ' ~ ~ • 314.03
NCDOT STANDARD 840.25. a ~ ~ ~ OR BRICK IN ACCORDANCE WITH
a CONCRETE FLARED
" E PROVIDED ~ .g ~ END SECTION P~ 6. PRECAST STRUCTURES OVER 4 0 IN DEPTH SHALL B
TEPS LADDER INSTALLED IN ACCORDANCE WITH OSHA 4 , 4x4 W4xW4 ~ WITH S / p STANDARD 1910.27 AND A5 FIELD CONDITIONS DICTATE. WWF (LAP w NOT TO SCALE
FRAME AND GRATE WWF fi ONTO ~ z
NTS T FABRIC n a v 7. JOINTS SHALL BE SEALED WITH APPROVED SEALA LAWN AREAS - NCDO ) .kt,..T La m ~ r.1r• GRADED QUARRY STONE N.n m °
STANDARD 840.1 a RIP RAP, SEE PLAN > a ~a ~ ~ z ~
8. MAXIMUM STRUCTURE SIZE SHALL BE LIMITED TO INSIDE CLEAR " FOR RIP RAP SIZE ~ z I NSIONS OF 6'-0" x 6'-0". A #5 REBARS ®12 . DME :.~r, H°~~n H ~ ?8 SLOPE AS INDICATED DN PLAN9 y, J H •
O.C. r~,~~ t r ~-i ON OF INSERTION , . m~ x~ LOCATI Rrloo~~•i P E f~' CCy=Z Mz^I=D 9 ~ BELL END OF PIPE /
CTURE 51ZE SHALL BE THE DUTSIDE PIPE DIAMETER ' t: ~ ~ 9. MINIMUM STRU O FACE OF MIALL / Fw• O = m TD ~ Q ¢ H
ON A GIVEN SKEW PLUS 2 OR THE OPENING REQUIRED. FOR .FRAME r ; ~ ! . ~ • 1, o C e y=I-OW Sp O T ~ _ f- u•
AND GRATE WHICHEVER 1S GREATER. ~ ~ a, °F , ,~z zHp°m zy~~+,ri ~ ~ ~ c? OON Ca ~ i I i i $ o ~ 2 "w
' SYNTHETIC FILTER FABRIC ~ a AND GUTTER LINES USE NCDOT STANDARD 840.038 z 10. IN CURB ~ i - - I i - - f " COND. ' N ~
FRAME GRATE AND HOOD. SEE. NCDOT ROADWAY DESIGN MANUAL. TYPICAL SECTION ~ •~i ~ ~ ~ i - ~ ~ 0 ~ PIPE #4-BARS d ~
FRAME, GRATE AND HOOD OF BASE UNIT 4° - 5 WASHED z TA DARD 840.16 ~ a _i, z 'I I'
11. IN LAWN AREAS, USE NCDOT S N IN CURB LINE - NCDOT STONE. FRAME GRATE. SEE NCDOT ROADWAY DESIGN MANUAL. DARD 84 .03 SECTION A-A t vi p 1Qn
STAN PLAN B
FooTINS DOWEL W
A O n {IF CONST. JOINT IS USED}
~ ,>z NOT TO SCALE ~ ~ = O z ~ EVATION BAR•"X" ~ N gy= m s s G END EL O= H
NOT TO SCALE = 0 9 ~ ~=C7z u.M~ :oy~, NWN
~ mH ~ fA H ~ ~ ~ ~ o x ~ DC#AELS IN EIIDIWILL IIITH REINFORCED CONd,ETE PIPE N ~ J G
s ~ C C ~ 9 ~ pE SINGLE PIPE DOUBLE PIPE D D CA C C PI ~ v
_ _ SEE CIVIL DRAWINGS ~ ~ m ~ D Im N ' I I ' I I I LOC. DIA. 15" 16" 44" 80" 88" 42" 48" 15" 18" Q4" 90" 8B" 42" 4B" CZ IL , ~ ~ ~ I I I I ? - - - -
r 1 FOR TOP OF WALL oomZ~ I ELEVATION ~ G ~ T. I I BARS "xn nXn nxn "xn nxn eixn y" nXn Y" „xn "I" eXn nxn nxu nxx Y" "X^ y" D ~ W w .111 ~ ~ ~ ~ ~ I I a s B ~ D~ 4 a 6 2 2 S s D d
BOND BEAM N N y v ---~--I-- G DTY. 2 2 a 8 2 2 , 1 E 2 2 2 2 8 2 t~~
WITH 2 ~5 CONT, m ~ ~ ~ r p DOWEL 8 OTY, P P 9 9 4 4 5 2 P 8 3 4 4 S m ~ r L S 14 14 18 s5 B5 iQ iG 19 iQ P3 n G4 ~ z W Op
2 1/2 CLEA I QI p fA p TOTAL LBa. G F- W J ~
~ BRICK VENEER H I co C O ~ ' '11 OPTIONAL CONSTRUCTION JOINT 47 m ~ ~ ~ 10 C D ~ DIMENSIONS AND CONCRETE QUANTITIES = W D
or~oZ = I < c ~p ~ ~ Z {ISING CONCRETE PIPE y ~ O = ~ v ELEVATION nouBLE PIPE J W D F-
II I w m ~ II I ~ w ~ COMMDN DIMENSIONS $INSLE PIP N fA H ~1 (J
N0. 9 GAGE 1" EXPANSION JOINT ~ ~ _ 7C D H B G T S L YD~ Y L lroe Z D D jp ~ _ Q ~ 70 1g" 9'•9" 1'-S" 2'•G" 214" Sl't" 6'•B" 0.7 2'•2" T•B" 1,0 w z Z T ~ a
,f HORIZONTAL JOINT 6! I. I REINF. ®16" O.C. AT 50 -0 a.c. MAX ~1 1" 18" S'•7" 1'•10" G'•P" a'b4" 10" S'•a" 1,0 Z'•7" B'•11" 1,5 Q
NO JOINT IN FOOTING r ~ ~ m n " n ,•O" 3" 10" 8'•0" 1.5 9'•5" 11'•S" E.0 v 44 4•P 2.1 4
V1 AND V2 BARS a0" 8'•0" 2'-S" 4'-7" 414" 113" S'-B" P.e 4'•a" 15'•8" 9.1 agu 5r•Bu 2'-B" 6'-e" 1~" 1P1Q" 11'•0" 3.4 5'•0" 10'•0" 4.8
I 42" B'•2" a'•1" B'•au 614" 114" 1E'•B" a.5 6'•1O" 18'•S" 0.0
~ " N NT. " 1 0 X2 0 CO 48" 8'-S" 3'-5" T-2" 6~$" 111g" 14'•a" S.0 8'-8" £1'•D" 8.0 BNEEr 1 aF a
b ~ .STONE DRAIN EET 1 OF 9 EET 1 OF 9 +BEE SHEET 8 838.01
838.01 v v v1 L_- 838.01
~ FILL ALL VOIDS SOLID 1 1 WITH 3000 PSI COARSE
° I MASONRY GROUT e °p 00
_ p 1 • 0° ~ NOT TO SCALE
°00~ ° q'0°0° I
° $o ° o "D" BARS
o I
° ° °O 4"~ WEEP HOLES V V V 2 a 0°0 AT 10'-0" O.C. 2 2 ca
a ° ° ~ I qN Rp DIVERSION BERM TO Q~•,..•••••~•••
BARS ~ Q N ~ V3 • X9;0 ~ T IN NO TREES .STUMPS 2' MIN CON A F y
o a 0 ~ OR GRUB MATERIAL F R OF v ~ ~ •w
~ o _ z a ~ - Y CONT.. ~ v+P R~ 885 ~ N~ QR ~ t' I" ,Y
m a a r-- - 2x8 KE ~ m NI a N S~ ~ • I ELI S I.~ , . aD E~
~ *-I_ " ~ o T" BARS I 3i t ~~17, wit
M N `.~I C P~
Lf
a "L" BARS N n nD" NDN NDn D NDN nD" PRC PROPOSED ,~::..t(:
a SLOT M SLOPE -~~~i.._
t.,.l.~,~'wF~Tl.I ' 2:1 SLOPE OR FLATTER
~ 3" 3" w ,
Y r M ~~r,.,?..:~-„~--1~~: rte Head carter
I Co o a ~ q CROSS SEC110N
inston-Salem NC W
naN "1~ 11 Nrll
"A"
NOT TO SCALE
S'- O" PRII.;CIPAt>h CHARGE
im Gamble J
SCHEDULE U RETAINING WALL CM PROJECT MANAGER
David Powlen
BAR 51ZE AND SPACING DRAWNBY
0 Tr~•nrmnt.
"H" "A" "a" "bl "c" KEY u L_ U uu I 11 1 1 I i u 1-1, II LJ L1. ?114Y 11L4~
V "D,I "L" "T" MAXIMUM V2 3
2'-0' 21_0" B" 8. l'-On #4016 - #4016 #4®12 #4®16 B 4 FT. HIGH TENSAR POLYGRID NO. REASON DATE
41-0" 1-0" - #4016 - - #4W6 #4®12 #4016 -8". 1 1-4n 11 8" 1 2 8 SAFETY GRID OR APPROVED Fl Ll I
EQUAL SECURELY ATTACHED TO STURDY WOOD OR STEEL POSTS
61-051 4'-On 2I-8 , 811 8" l '-O- - #4016 #4016 - #408 #4012 #4012 0 W-0" O.C.
8'-0" 5#-0" 3'-0" l '-O" 1'-0" 1'-0" 1'-6" #6016 #6016 #4018 #608 #4012 #6®B
101-On 61-8" 41_4" l'-4" 1'-0 1'-0" 1'-6" #6016 #6016 1Y4018 #608 #4®12 #6®8 [I El El El El 17 F-1 F-1 El TI F1 F]
#
12'_O" 81_6" 6'_2 1 " '-4" 1'-0" 1'-2" 2'-01' 7016 #7016 #4®18 #708 #4®12 #708
_
_ ; {
SHALL BE 3000 PSF MINIMUM ALLOWABLE SOIL BEARING CAPACITY { ; ; ,..;:.........,.j j..,......_..: I WOOD OR STEEL POST
RETAINING WALL DETAIL
NOT TO SCALE ...............0 ,,..:.3.,......... 3 ii. i
I
C7 STORM DRAINAGE
N OT TO SCALE
AND
RETAINING WALL
DETAILS
132-6958-00
12/18/03 C303.

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, I'. / 1 ~ ~ . nn. ~ ~ ~ ~ ~ "4 ~ ~ 11 x12 x18 CLASS 8 R!P RAP F`
% ,',f i T 1D 3 a _ I~~. ~ ~ _ , . ~ a. , x~r 'w ~TMw." APP~OACH,.AP-SON i°" r..., ~
r ~ , F ~1,? ; CK 3807 LO ~ S~C~RE COOfiDINl~I COORDINATE SCHEDULE ` ~ ~ m _ r ~ Awe, , , ~ ~ i j'`" CONC MON ~ ~ : ~ i' 1 ~ l" ,f
' / r I S. . t J`~ ~ 't NG EA5TING BEARING ~ • c ~ r''` ~''~15. ~`V, ~ ; WITH Di . "
} ' r ` SALEM ' 1 ~e, .....~n ' ~ ASTON- STRUCTURE NORTHING GF W1 ~ as _ , a s ~ ~ . - r,.> ~ 4 ~ I
,I , ~ , ~ ~ r ~ CI-1 845572.90 16166 ~ ~ ZONES RS_g ~ „ - 845098.97 .16166 ~ ~ ~ 11 ~ , !.90 1616693,79 $33'4514 E „ . ~ ~ n R W` EASEMENT ,584'2728 1,97 .1616600.97 N55'5507 E ~ a~ FFF ; i
S, r"; r~, , ~ g1 6 ELEV. DATUM NGVD 1929 CI 2 ,~f i I ~ ~ ~ . 9 N.C.G.S. W36 BOLSIL CI-3 845266.53 16165 i.53 1616560,81 N85'5218 E ~ - i ~ aesa~ ~ ~ / FRpM PB. 26 PG.` 1 1 21.38
_ ~ ~ tJ6 N- 84680L686 CI 4 845483.45 16166 s 5.45 1616694,18 S44'16'20"E I r ~ ~ . F , HDW-5-~;
' r` i' ~ ~ ~ `5~ E- 1618662.117 CI-5 845434.51 16161 1.51 1616744.28 ~ . ' x ~ ,3 , ~ t:~ ,r t S43'47 02 E
f - ! PRA ELEV. 872.37 CI6 845483.25 16167 n~' ~ G E - f.25 1616796.84 N71'48 ~8 E - ~ ~ , . ~ - " . a ww,littleonline.com ~
~ CSF - 0.99997442 CI-7 845470.35 16168 . o R~~ - 16168 65.14 S121132 E ~ w : 1.35 16168 t ~ " , 1.90 1616876.08 N5214 35 E ~ - ~ ~ ,
• e G CI8 84540290 ~ ~ CI 9 845395.02 16169 r a ` 1616959.82 N73'46'23aE ~ ° ° - - - - - Tbu d,~m d the wn ~ . x.02 ~ ~ ~ - ; ~ & ~
a~ ~ CI-10 845298.62 16170 3.62 1617031.30 571'56'39 E ~ , ~ _ „ , < r ~ ~ ~ ? o Little Di d Arcbitactura! Corualtinng. The _ ,
1' ? '074'0 E 45337.82 16168 ~ N80 CI-11 8 N68'04 23 E ~ ~ ~,a.._... ?.82 1616835,02 - - , _ - ; r~ ~ ~ _ ~ ' slwn n orotberrue uric drawing , /
' ~ ~Q - 845421.86 16170 ~ ~ r ~ ~ ~ ~ ~ 47.0'1 F, ~ CI 12 .86 1617025,27 S25 44 33 W _ - - - ~ 1 ted and - mitbouttbeira~sttenron.rrntu~mbibi any c r
' 3 f ,?b, CI-13 845144.53 16166 f >v N56'S253 E f ,,A' --_--:,`1 'D6"1 ~ x.53 1616654.78 0 ' i 23.14' S88'19 r~irnBemantwillbeiab7esttekgaiacaon. I RIM = 826.5 ~ ~ ( 1; ~ 1.30 1616745.06 N43'24 21 E /
~Q ° CI 14 845144.30 16167 , CI 15 845193.42 I n ~ ~ _ ~ w j.., 1.42 1616794.98 N43'0906 E ~ ~ ; , f~ ®Litt1e2003
s w.,. . 7 ' 71 "-~`~~J ~6 11'x12'x18' CLASS BRIP-RAP - 28 16169 CI 16 84 1 ' 3 . a CI-34-FUTR .'.`3""'"P ' i.28 1616934.32 S74'S8 08 E : 'P~
" ° ° CI-17 845178.38 1 ~ CI-38 ~ APPROACH APRON , i.38 1617102.13 N467712 E , GRT 828.67 - , I 1, f, c~ . ~ f-
` ~ ? ~ N \ 794.4 pn 845151.98 16171 n,., ~ , d. f „ , ~ ~ r•.,,i....ti,M ap° - - 844934.30 16164 ,0 E ~ ~ ~ ~ . HDW 7 .98 1617244.51 N25'2339W F' .~x
r ~ ~ ~ DI 19 3 ^ \ ~gp 34 ~ . . , ~ ~i ~ - 844907.86 1617( 161fi937.33 S7T46 58 E " " z ~ , ~ ~ 1.30 , E ; " . a
DI 20 , ..a ~ ~ ~ - ~ ~ EN;.. ~ ' ~ " M CI 21 844909.94 1.86 1617061.44 57T46 58 E - N d.94 1617178.36 N14'2747 W . ` ;'''i° E° I TAX BLOCK 3807 LOT 3E & 3M IVE O r ~ '
° ~ EAS _ 171 WER \ j CI 22 844948.95 16 9.95 1617193.00 S35'27 09 E
~~a~'". `?2b _...FES-6 ; r , ...m....~.~=..M r ~M,. ' ' CI-23 845003.47 16173 F'. , a r,a ~ BOBBY CARMICHAEL r t 3.47 1617269.55 S36 ' ~ ' ~ , , r ........1..
% ~ _ 7 CI-24 845075.97 1617; CI c vo °a s t,, 5.97 1617312.33 80'50 0 E ~ .a I DB. 1202 PG. 372 , < ~ , a ~ ~ r F , I
» a CI-25 845070.91 1617: ~ ` ~ w' `rm , . ~a ~~~°~o ono ° ' GRT = 794.45 " 0.91 161734fi.93 S80'SD 30 E ~ a / ~ ` ZONED RS 9 . ,
r• „ \ ° CI-26 845052.13 1617 r ~ : rn 2.13 1617414.65 S79'05 22 E ~ ` 3. ~ 'J (j1 iQp t fa 5.08 1617482.63 S78'1636 E ~ /r °°i ~
\ ~ I- 7 845035.08 1617 I $ r ~ ~ ~ \ - ~ ~ f ~ r _ i . r • p ~ ~a:.,. CI 28 844881.51 16 7. _ _ ~ ~ ; ~r` F~ SBO'54 01 E ~ r I t ~r I N ' 1.51 1617226,12 A`%' r ~ c~ 3. N ,r j
. • . CI 19 844864.19 1617; ~ c FES- ~ f 4.19 1617334,22 SBO'54 D1 E o. ~ _ ' f ~ I ~ ~ ~ ~ ~ 's
~ ^ , ~ ~ ~ ~ CI-30 844910.49 16171 n 0.49 1617423.00 S50'57 47 E ; ' j ,g " ' j t
_ r i 9.70 1617481.70 S71'46 58 E ~ ~ , ` r ~ ~ r ~ ,
, r ' ^ - ~ DI-32 844815.29 16171 . , ~ • , , I v 5.29 1617628.66 N12'13 D2 E ~ ? ° ~ ~ .a ~ s' ~ " t F ~ r 239 1617635.18 N12'13 02 E v :S ~ ' . ,
~ DI- 3 844872,39 16171 ~ ( ~ I `'~:~x.,••° s DI-34 844980.72 16171 I a t 1617675.08 N12'1302 E _ . f " ~ J 0.72 / -33-FUTR m , ' °
' ~ 0 ~ ~ ~ MH-35 844803.49 1617 I ~ $ \ . - 161 T 3.49 1617651.79 CI ~ ` - ~ - ~ CONC MON
. I ' 'f a MH 36 844988.91 / GRT = 822.27 ; ' 8.91 1617718.70 f
C~ \ ~ ~I ~ ' ~ k:~ FES-1 845606.70 1616 N~ x ~v I q-1 ti ~ r ~ ~ r 845055.81 16161 ` - ~ I ao WITH DISK , 6.70 1616671.18 ' ~
~ I - 00.28 9 XPES-2 i S , GRT - 8 - \ o~ 8 N~ - I ' c 4 s XPES-3 845007.7D 1616' { ~ I b.81 1616630,16 t , r' ~ a 168,95 ~ . _ ~ m ;r
<< ~ r ~ a, s' ~7.7D 1616854.90 ~ - CI 32-FUTR ~ " ~ I ? , N88'S2 09 E ~ ~ , r 3~ ~ X1.24 1617557.62 GRT = 819.84 ~ r ;
~ ~ ~ ; r °b~ ~6 FES-4 844791.24 1617 0 Mp , o~ 1 ~ ~ ~ v ~ F SSS, spy HDW-5 ~ 845065.75 1617 ' I F . r r ` ~ CONIC MO x v X5.75 1617833.72 , s'
I , ^ r i f , r ry~ 'r ~ * ~3' FES-6 845646.03 1616 0~ ~ r~ ~ ti, ~ ~ ~ S . < < . ,''1 ~ r V~ r 8,, .6.03 1616724.19 GH ARE OVE ~BLt1=FER TAX BLOCK 3807 LOT 3R,3V .2~p R U I .r £ i
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'x ~ ~ ° fr • i 44889.76 1617 ~ r.!.~~ ~ MH-20A 8 Kati, ,4,.. ~ r ; : ~ 1617174.59 FES-4 i -35 k ~ 19.76 MH ,r 1 .24 ~ =820.50 ,f ' I ~y....,.r. DB. 788 PG. 372 'j
a MH-16A 845186.91 161 F' ~ ;f \ ~ ~ z;,"~ 1r H- A 845186.97 1611 X6.91 161060 RIM 4 ~ sa ®a a X6.97 1617060, 4 ~ % % %
' E ~ ~ , . 93.71 1617 ' ~ ~ ; • , ; ~ ` ~ DI-22A 8449 f r' f, ~ ~ - nova°vac° ~ i 'z 13.71 1617136.45 ~ ~ r 4 ~ ~
< ~ { r - I ~ \ ' ~ ~ ~ DI 22A 844993.71 .1617 13.71 .1617136.45 ~ t• f r ~ ~ M~
` ~ f~' q 4 r'~ q-7 I ' 844985.45 1616 ~BETENTION 3 l~ • , GRT = 803.69 < ~ GRT = 810.44 , ~:•w ~ ~'1 7 15.45 1616905.98
, . I ~ [ , I f, ~ DI- A ~ 844889.76 161 19.76 1617174.59 (~E~N
POND i ; f i ' 1 ~ ; ~ x / r CI-6 ~ v , z' GRT - 806.50 r ~ ' e ~ `M L ALL NEW CONTOURS AND SPOT ELEVATIONS SHOWN ARE ROUGH GRADES FOR MASS / c4 / 0~
f i r ~ ~ 1 A. l Q1 f. i ~ r' t N ~ ? ~ € ~ ~ ;r ~6(7 ~ A f f' ,l I' .w. may./?~ ~ ~ 1" 36 ~ p\ 93 GRADING OF THE SITE. FINISHED GRADES ARE SHOWN ON SHEET C402.
w,.. r,:. ^ y s •06 •A \ ~q~ 4 \ 9g
} i r i F 3 c ~ ° ~ j ' WITHIN THE LIMIT OF CONSTRUCTION SHALL BE GRADED TO - ~ c6~ Sg 2, THE ENTIRE SITE
t E 1 t s a ! i r ~ y r it ~0 \ , ` f \ S~ DRAIN FREELY.. ALL UNPAVED AREAS DISTURBED BY CONSTRUC110N, WHETHER ~'``4`- \ 3' ON SHALL BE FINE GRADED AND ti ~s, INSIDE OR OUTSIDE OF THE LIMIT OF CONSTRUCTI ,
Olt ~ t ~'i i i t /y~ / ` ~4' SEEDED TO ESTABLISH A PERMANENT LAWN. F
~ r f ! ;,;a' i ~ ~ i 6 ~ GRT - 807.39 J FM ~ ' ~ ~ I f` ;g0 GRT = 811.96 ; ~ q-12 ~ ~ \ 1' ~
G - ~ ~~i 3 € ' ~ r• ' GRT 818.50 ' ~ i MUST COORDINATE ALL DRAINAGE STRUCTURES AND TEMPORARY ` 3, CONTRACTOR
a NFL NT 2p~ ~ ~ 1 f f ~ ~ ~ - \ ,I' RIM ELEVATIONS TO ALLOW FREE DRAINAGE OF THE SITE. ~ \
~ q' i ' V f l ? 'I ~ ~ T! ? m T I A 9 ~ i f r s~ o ' ' ~ ~ y' TECT ALL EXISTING UTILITIES INCLUDING SANITARY,
1p ~ ~ ~ ~ ~ ' q-9 ~ ( I ~ i ~ j t f 4j~~r t' ~ ,f 4. CONTRACTOR SHALL PRO ( ~ \ STORM DRAINAGE, AND WATER) FROM DAMAGE DURING CONSTRUCTION. ALL.
s I € s f ; a ~ ~ ' ~ GRT = 816.46 ~ ~ \ ~ UNDERGROUND UTILITIES .EXPOSED DURING CONSTRUCTION OR THOSE LEFT WITH
~Y,A r p l , ° ,.I # t d 11 r ~ ~J' r° r•' N 1 i f r'~ / f ~.i' DO a' ~ ~ ~ VER SHALL BE RELOCATED AS 8 , ~ ~ ~ ~ ~ LESS THAN ACCEPTABLE MINIMUM EARTH CO ~s ~ ~ _ ~ i HITECT,
t~ ~ l ~F ` ' ~ , f r i t I , ij 1 r' f,r ~ e f 1 ~ d' ~ \ ~ DETERMINED BY THE ARC 8 L,
~ ~ ' r I i~ r ~ } ,A ~ ~ °'-'~"v' STEEPER .THAN 3:1, UNLESS INDICATED OTHERWISE. ~ ~ 5. NO SLOPES SHALL BE GRADED
j { f t f f i ! f' W ~r. t a' .
N ,r., ~ ~ H BASIN. ~ y, L 1'' 6. SEE DETAIL 1/C303 FOR CATC
f, f' r, f s I CI-11 r f r 'z \ 6.8 'VJ ~e t . 3 ' ~ 32 ~ ECTION FES . 4~ ~ ~ ~ 7. SEE DETAIL 3/C303 FOR FLARED ENDS ( )
N~ I f ; f , x GRT - 813.2 `l S~ ;ti1 ~ ~ ~ '
` ~RF { ! ~ ' ~ ~ I I ~ ' s r' ~ ~ i ~ ~ ~ ~ ~ ? ~ 8. SEE DETAIL 4/C303 FOR CROSS END PIPE SECTION (XPES). ~ ,
~ i` t , i j f 3~ t i , f f ,t ~ ~ ~ti ~ ~ CONCRETE END WALL.
r I 1 i r• 1~ ~ 8~8 \ ~ 8. SEE DETAIL 5/C303 FOR
~S ~ t - F . ~ S.. R MANHOLE. 6?. 8. SEE DETAIL 6/C303 FO
I E } t - r 0 1 1q ~ it ~ t i I ~ , ~ , ~ i r • ; _ s 0 19.7 f 8 T r i ~ , ` `ti. 31, ~ S8, .w„ f ~ ,
, ? ~ { E ~ ~ t i f N i f a " f I ~ t ~ ` \
; , ! ~ a ~ ~ i ~ ~ v I E i 1 ~
~ , f L, \ ~ ~ ~ 'i i i ~ ~ ~ t L
iw k t i ~ ~ ~ - i { l t y , w.. ~ ~ CI 3 ~ z ~ , i ti ~ , \ r t i f' t t l i ~

824 ~ ~ , - ,,,.-".y
w ~ ti,
• ~ ' ~Y ~ ~r~' t i, S tP ,i ~ ~ t i _y
• t w_ f• 1 ~ I i '
~ ~ i ~ ~ 3 i ~ ~ ~ t ~ ~ ~ ~ GRT = 813.30 ~ CI-17
~ `t ~ GRT 821.80 i. _ ~ 1 ~ I
F I t ~ 4 ~ i [ s ~ ~ i - `v 'a Sr, ~ r'' ~ 885
~
„v t ~ 1 f m._ RIM - 821.50
t r
't ~ ~ ~0 ~ GRT = 806.8 _ , ,j : ` /ryy~~ GRT = 620.24 ~ '~W r.... " . , t... t ~ K..... t " /wy
W b E f J ` ~
GRT = 821.60 ~ ~ 5. , ~ w..._ , ' ° Sfr '.:a,....... ~ ..V. A
f - t . ~ C`k , ~ , k 3 t~ ~
~ r ~ i ~ GRT - 612.73 1' r - , ` . , . ~j Tru]1LL~6,,LL~L
~ l F \ P.h 3 _ . _ , ~ ~ carte _
r t ~ , , t • : q 2 r _ ~ . . ~ ~ ~ ~ ~ . Co orate Hea r
f ~ E t 16 r p • _ ~ GRT = 803. v ,,b \ ~r..y ~ '4 ~ . M-~ inston-Salem NC ~ W
FES 6 ' ' ~ , r'"~ •t ~ GRT = 817.20
` ` ~ i s au°zan~uet`..~ l ~~y ~ ( ~ i ~ ~ 5 _ ~ GRT = 818.9 2``
S, l ? ~ ~ .+r'~ CRS#~V OpC~S / T ~ . ~ y r ~0 818 ~ - ' ~ , .F ,
~ i ~ P r °816 s ~ ~ ~ ~ - ~ ~ MH-101 i f i ~ CI-26 ~ • _ - , • .w" GRT = 822.07 . r-
` RIM = 791.00 , 8p ~ A d ~l ~ ' y i'
1. i ; , E r e 5 # XPES-2 .r~' ~0' 1. ? r ~ ~ I l '
i ~V ! / ~ i v, i , ~ D 8~8 . 1 GRT =825.56 ~ , ' f
i V • , ~ " ~ ' ~ 793 ~ ,f ~ ~ 8 ~ ~ ~ i ~ , t r•w t ~ ; . ~ ~ ~ t ~ ~ ; r' , ' lRI16CIPAL Ih CHARGE ~ , . v ,
3 ~ ~ ~ ~q i ~ a ~q , , ` ; .9' i ~ !(I isF f t O .w W," ~ ~1 .x ! Q1 f I , v...,.m r
$ ...s,, f ~I 111E ,.w f ~ f ~ t \ ~ ~ t i ~ , M G ' PRD)BCT ~GER
Y j / David Powlen
' t ~ , , 1. r 1 l~ ; E i f ~ J i _ ' °w
.M DI 19A r I, _ I !i DRAWKBY
\ t XPES-3 _ p8 7 \ GIRT - 807 5 i~v 7s~ MH-102 f _ t / A. Kraynak
GRT = 813.18 cp CI 34-FU1R GRT - 826.6
RIM - 797.00 DI-22A G NO, REASON DATE CI 22 i ~
,ti w ;t' j \ GRT = 807.90 G 17.90 GRT - 809.00
6¢ 794 r w. ~ r 0 B 80
f I 14) ~ .f i.
S00 ' MH-103
RIM - 799.00 ~ MH-104 ?
RIM = 800.00 DI 1 q-21 3-21
\ GIRT 807.80 s " q \ ~ GRT 807.50! IRT = 807.50 17 i
- p TIMOR RE oYFR c; CI-30 o• I GRT 820.18 `
BUFFER w. [DI-20 / l+ f I
0 h\ y - GRT - 805.00 r f ,r'r 1 f r /
GRT = 809.53 01 ` / , r ff
wit-
,wER E _ ASEMEN IM - 807.80 = 807.80 q-33-FUTR ti
T 822.27 ,r GR `
I GRT = 814.88
STORM DRAINAGE TABLE
TABLE STORM DRAINAGE TABLE STORM DRAINAGE TA CI-32-fUTR LL
FROM PIPE FROM PIPE FROM PIPE TO SIZE LENGTH SLOPE INV INV STRUCTURE w 7.~ ..w T M GRT 819.84 r „ GRT = 820.50`
FROM TO SIZE LENGTH SLOPE INV INV STRUCTURE FROM GRATE ELEV FROM TO (in) SIZE ft LENGTH ftft SLOPE INV INV STRUCTURE) GRATE ELEV in ft (ft/ft) IN OUT „~w ROUGH ARE OVE STORM
IN OUT GRATE ELEV in ft (ft /ft) OUT 16 812.80 818.50 * CI#34F CI#33F 15 115 0.040 822.67 818.07 826.67
0.050 788.50 785.98 800.28 C?#12 CI#9 15 68 0.020 814. 57 0.040 817.87 815.59 822.27 CI M. CI#1 FES#1 15 42 11 CI 0.010 809.16 808,35 813.20 * CI#33F CI#32F 15 --i FES-4 MH 35 _ DRAINAGE
# #8 15 81 * CI 32F D1#31 18 149 0.015 815.34 813.11 819.84 .m ~ ~ RIM 820.50 4 ~V o 2. PLAN
HDW#7 CI#38 48 27 0.022 788.00 787.41 793,50 15 148 0.015 812.91 810,69 820,50 CI#10 CI#9 120 0.025 815.80 812.80 819.70 D1#31 CI#29 18
CI# # 37 48 24 0.022 787,41 786.88 794.45 CI9 CI#8 15 85 0,050 812.60 808.35 816.46 CI #30 CI#29 15 100 0.055 816.35 810,85 820.18 CI 38 # w " n.
CI#37 FES#6 48 39 0.022 786.88 766.02 794.45 CI#8 CI#7 15 62 0.020 808.15 806.91 811.96 CI29 CI28 18 109 0.045 810.49 805.58 814.88 Q#7 CI#6 15 69 0.055 806.71 802.92 810.44 # # - 4 ~ r Y,. 5 . x.. 3 39"
801.94 806.50 CI#28 DI#20A 18 54 0.045 805.38 802.95 809.53 30 138 0.035 823.00 818.17 827.50 ap CI#5 18 73 0.010 802.67 w" _ " _ tat
HDW#5 MH#36 0 CI#5 CI#4 18 70 0.025 801.74 799.99 807.39 CI#27 CI#26 15 70. 0.045 B21.60 818.45 825.56
MH 36 MH#35 30 9197 5 0.020 817,97 814.03 826.5 24 254 0.005 799.49 798.22 803.89 CI#26 CI#25 15 70 0.045 818.25 815.10 822.07 # MH#35 FES#4 30 95 0.020 613.83 811.93 820.50 CI#4 CI#3 I3 CI2 24 172 0.005 798.02 797.16 806.00 1NV. 788.8' " w• _ Q t
C # # CI#25 CI#24 15 35 0.045 814,90 813.33 818.95 STORM DRAINAn-E PLAN
OS11 MH1104 42 30 0.010 790.60 790.30 797.75 CI#18 CI#17 15 143 0.010 817.56 816.13 821.60 CI#24 CI 23 15 85 0:045 813.13 809.30 617.20 132-6958-00 SCALE: 1° = 40'
MH 104 MH 103 42 35 0.010 790.10 789,75 800.00 CI#17 MH116A 15 44 0.415 815.93 815.27 821.80 CI#23 CI#22 15 94 0.045 809.10 804.87 813.18 # # TOP Y.I• 794,95 ~ INVERT = 793.60
M 9.00 MH#16A CI#16 15 126 0.015 815.07 813.18 821.50 D1#22A CI#22 15 73 0.005 605.24 804.87 807.90 H 103: MH 102 42 104 0.010 789.55 788.51 79 # # .31 786.02 7 CI#22 CI#21 18 40. 0.035 804.62 803.22 809.00 97.00 CI 16 CI 15 15 143 0.030 812.98 808.69 820.24 MH#102 MH#101 42 104 0.022 788 # #
MH#101 FES#B 42 20 0.010 785.82 785.62 791.00 CI#15 CI#14 18 70 0.035 808.44 805,99 813.30 CI#21 D1#20A 18 22 0.030 803.22 802.56 807.50 CI#14 CI#13 18 90 0.040 805.79 802.19 812.73 DI#20A D1#20 30 115 0.012 B01.33 799.95 807.80 40 20 0 40 80 -,.-E "ATE
w.. 18/03 C401 12
CI13 CI2 18 70 0.040 801.99 799.19 806.84 D1#20 D1#19 30 127 0.012 799.75 798.23 805.50 DI#19 D1#19A 30 60 0.012 798.03 797.31 807.80-
« CI #2 XPES-2 30 42 0.005 796.66 796.45 803.16 DI 9A XPES 3 30 56 0.012 797.11 796.57 807.75 SCALE 1 ° = 40'
INDICATES RCP STORM DRAINAGE PIPING WITH "C'-RING" GASKETED JOINTS.
UNLESS NOTED OTHERWISE. * INDICATES FUTURE STORM DRAINAGE PIPING, NOT THIS CONTRACT. NOTE: ALL STORM DRAINAGE PIPING; CLASS III RCP,

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' l 7.00 ~ err' f t~ J
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9.00 f - .~.~.m.. M ~ w David Powlen ..v Tw 11.16
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7E;NLARGED
i GRADING
PIAN
it
ENLARGED GRADING PLAN
CALF: 1" = 20' S
10 0 20 40 713:2-6958-00 20
12/18/03 C403 SCALE 1" = 20

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of little Diced ArcbitetlXral CoarHlkag. Tb¢
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Little 2003
_ .0 MIN. TOP OF BERM ELEV. 800
3 ORIFICE SHIELDED)
TRASH RACK
TOP OF OUTLET STRUCTURE ELEV = 797.75 ~ z
~ MH # 104
100 YR. ELEV. = 799.00 PEAK FLOOD WATER ) Q-
TEMPORARY POOL. ELEV. = 797.75
RMANENT POOL ELEV. = 796.00 PE 42 OUTLET PIPE
,rA
.BOTTOM ELEV = 793.00
~ f°~ ~a
INV. ELEV. = 790.60 , ; I E
E ~ t r'` r'`
POND DRAIN i
5'X5' OUTLET
STRUCTURE
{SEE DETAIL)
OUTLET PIPIN
REFER SHT. C401)
SCALE; NOT TO SCALE
t f,
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t r ~ ~ f" E iy,~ ~ .t ~ E ~ ~ i i t N
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~ I ELEV.-797.75 ~ f r ~ 1flt1A9rPIMllo~ V '
} , / _ t t f r :~~rr~`~5`- a ~nl
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i Ji • ~ / ~aa:~~,c.aa~~t,s~an ~ ~ f` ELEV.=797.75 ~ r~: 0 9°, k 6 0 ~ ee { ~ .Q .
i ' , ~zua"a~;.a~~ aka o? ~ POND INLET 1 ~
. - ~ `a: 027069 ; 4 i . ~ ~ ~ Q`
t I R t V i ; _ A r , 't
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28x15 x18 CLASS II 6 ~'S RIP-RAP APRON 1i ~ ~s ~ ~ . 1~ 03 ZI ~ 't
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9~ ~ i t ~ ~ . ~r'' H / i
~ ~ PERMANENT POND BOTTOM ~ , OTTOM i
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\ ~ ' ~ ~ ' ` DRAIN "OUTLET STRUCTURE \ ~ ~ 6 D.LP. POND STRUCTr,1RE ~ ~ +
~ EE DETAIL TAIL ~ .f° DRAWI~BY
? \ A. Kravnak
-OUTBUILDING
ETAINING WALL, ~w
7 794 -794- FOUNDA?lON/R no. xe~son Hera
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\
\ , \
11\ 9 =-7 9
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••.h4 4~ GRASS/VEGETATED SLOPE,
REFER TO LANDSCAPE PLANS
A RE _ 1 804 i
w..
FINAL
WATER A QUALITY •
w, POND
AND FR r .
DETAILS
WATER OUALITY POND
SCALE: 1" = 20' 132-6958-00
TY POND - PLAN
SCALE: 1" = 2? 20 10 0 20 40
SCALE 1n 20' 12/18/03
C501
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3 _ . © Little 2003
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I o~ N^c o 9 3~ S ~ 0. ~ ~ x d o as o ~ 5 30. ' ai 3 'S~ 32 ~ LINE TABLE S~
I .,I.. ~ o / o! ~ y 5 g N e 5 03.7o3e 3 e 5 03.7o3e 49 ~ LINE LENGTH BEARING \ .52 ' 8"E
W~ f 0' S I ~ ~ ~ E 161727 .2 13 I g 30, 5 ~ 30.5 , 'a 5' R20 181727 .2 t3 \ Lt 9 N77 48 2 L2 9.76 S62'31'58°E
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' I ~ 0 SEE ARCHITECTURAL DRAWI k I 0. FOR BUILDING STAKEOUT D ITECTURAL DRAWINGS ~ r'. ~ r~ I~ ZING STAKEOUT DIMENSIONS I
1 0 A 1 ' 13' 9' 30 30.5' , ~ ' , \~r,. ...fir` ~ ~ 3 .5 , 9 30.5 30.5 9 30.5 30.5 9 30.5 3 . ~ , - ~ lS' ~ , ~ <
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5EE ARCHITECTURAL DRAWINGS Ns4. ~ *M r, Is• ~ FOR BUILDING STAKEOUT DIMENSIONS , ~ F ~I~ J 0 ; ~ a
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40
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3

~E • ' YO a AND STRIPING TO CONFORM TO THE MANUAL A. ALL 1RAFFlC CONTROL SIGNAGE
,07~ ' ON UNIFORM TRAFFlC CONTROL DEVICES (M,U.T.C.D.}, AND GUTTER. SEE DETAIL 13/C802. 1. STANDARD CURB
47 ! ,
~ ~ ~ NGES IN FlELD CONDITIONS THAT SIDEWALK. SEE DETAIL 70802. NTRACTOR TO COORDINATE ANY CHA 2. CONCRETE / B. CO ROCEEDING.
3. ,L~ ~1--::. ,..u~- MAY REVISE THE DESIGN IMTH ARCHITECT /ENGINEER PRIOR TO P
71 ,~+0~ .fef% y.. J R t'.,. 3. 4' WIDE PAINTED CROSSWALK. SEE DETAIL 8/C802.
\ N i~ A~ Gp• a, c d~ i" y • ~ ~ / , . ' ICK 3600 P51 PORTLAND CEMENT C. NEW CONCRETE SIDEWAU(S SHALL BE 4 TH " ETAIL 6 C802. w w w. l i t t l e o n l i n e. c o m " " 4 4 WIDE PAINTED PARKING STRIPES. SEE D /
\ S C- ,r i; ~ ~ b CONCRETE OVER COMPACTED WITH 1 DEEP (1 8 RADII) GROOVE .
Imo, \ 2,x,0.., J ~ T JOINTS C.J. AND 1 2" EXPANSION JOINTS / AT INTERVALS INDICATED 6 C802. ( ) / G SIGN TOTAL OF 11 . SEE DETAIL / • IN NO CASES SHALL EXP. 5, ACCESSIBLE PARKIN ( ) Tb%rdravrngaAdtbe~kogn ply ON THE PLAN AND ABUTTING ALL RIGID STR CTURES.
N ; EASEME 2 NG EXCEED 30'-0' ol~~D;~r~'~rc~~"u~g• r~ JT, SPACI
S E~ \ 2b~ ~ ~ \ . 'VAN ACCESSIBLE PARKING SIGN. (TOTAL OF 4). SEE DETAIL 6/C802. orotberano thtrdra~vm 6 ?e~»od~utwn, ~op~rag ,f g
• ' I cr ~ ; ngE;a \ D. ALL DIMENSIONS ARE TO FACE OF CURB OR TO FINISHED FACE OF BUILDING witbouttbeirwnsteacmuerotiapmbibitedandar~~ 7, HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 3/C802. to alac!wn.
VI O, Ra`UROUbOS9 (pRh•If..C UNLESS. NOTED OTHERWISE. ur~r~gemantugllbe ~ ~
~ w a ~ , E 3'-0" UNLESS NOTED OTHERWISE. 8. LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C802. (~liale20D3 E. ALL RADII ON CURBS SHALL B
I m ~-0 R^~. _ ~ .
o- a m z ~ SPACES DELINEATED BY " ~ " ON PLAN) SHALL g, HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL 2/C802. F. ALL ACCESSIBLE PARKING
Y APPROVED RESERVED PARKING SPACES SIGNS A5 PRESCRIBED BY THE DISPLA D FOR USE TURAL DRAWINGS FOR DETAILS. MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES AND APPROVE" " i0. CONCRETE ISLAND. SEE ARCHITEC
'r1 ~ b , N R7-8D "PENALTY SIGN AND WHERE APPLICABLE VAN ACCESSIBLE (R7-B SIG , DETAIL 10 C802,
~ I ~ h., \ 4 TO BOTTOM OF S1GN IN LOCATION ONCRETE WHEEL STOPS (TOTAL OF 15), SEE / SIGN). HEIGHT FROM FNISHED GRADE 11, PRECAST C
I N :z ~ 1 - ~r SHALL BE T-0".
f~ .~.w}.,. I ~<r ONCRETE PIPE BOLLARDS. SEE DETAIL 5/C602 (TOTAL OF 6}. 12. C
~ ~ ~ ~ WORK WITHIN THE RIGHT OF WAY OF ALL ROADS .AND HIGHWAYS SHALL BE IN G. ALL S OF THE N.C. DEPARTMENT ANCE WITH THE STANDARDS AND SPECIFlCATION 13. CONCRETE RAMP W/ HANDRAILS. SEE DETAIL 1/C803. ACCORD Y DRIVEWAY AND
, . ~.r•• ~ OF TRANSPORTATION. CONTRACTOR SHALL SECURE ALL NECESSAR
I ~ 7 \ 8~ T PERMITS PRIOR TO CONSTRUCTION. PROVIDE TRAFFlC CONTROL ND BARRIER RETAINING WALL, SEE DETAIL 14/C802. ENCROACHMEN 14.50U /
,s. ~ is 9 ca\ 6 Q ~ 4 y ~ c 3 , IF NECESSARY DURING CONSTRUCTION WITHIN THE RIGHT OF WAY. ' FENCE. INSTALL 2' OFF OF PROPERTY LINE. SEE DETAIL 15/C802
I ~ ~ , b. 63 S ~ F r SS;6~, 15. 4 HIGH WOOD
~ p~, TEPS. SEE DETAIL 11 C802. 16. CONCRETE S /
I ~ 6~ s8, 2 27 1~ ~ F~ F ra::::~..:. , ~ FQ
x ~ o~ 17. CURB CUT. SEE DETAIL 9/C802.
, . ~ o - - ~ , , LL WITH GAURDRAIL. SEE DETAIL 12/C802.
2>, o s ~6, 17 2 i I ~ 18. RETAINING WA
ti q . I ~ t 28 ~ ~ ~ SEE SPECIFCATIONS. 19. STAMPED CONCRETE PAVEMENT. PATTERN I~
I SQ ~ ~ ~
I • _ x 28 \ \ l X 0, STAMPED CONCRETE PAVEMENT. PATTERN #2, SEE SPECIFlCATIONS. 2
. - I MENT, SEE SPECIFICATIONS,
~ J 21, COLORED CONCRETE PAVE
' . la:::::::.:::::::. Fe ~ 22. MOUNTABLE CURB AND GUTTER. SEE DETAIL 12/C80Z.
4 t
® C~::~:::~::~::::~ ~ ' ~ ~ 23. ROLLED CURB AND GUTTER. SEE DETAIL 13/C802.
0 27 qck \ \ e V ANDARD CURB AND GUTTER TO ROLLED CURB. AND GUTTER. 24. TRANSITION FROM ST
x 30 _ 1 ~ ~ ~ . B ~ s . ~ SEE DETAIL 2/C803.
I ~i ~ £
® 17 28 \ DEWALK. SEE DETAIL 4 C802. 25. DEPRESSED ACCESSIBLE SI /

N I ~ n ~ \ 26. PAINTED 1RAFFlC ARROW. SEE NOTE A.
ti x 2 27 ~ ~ 1 ~ o \ ~ 27. PAINTED STOP BAR. SEE NOTE A.
~ ~ ~ 15 ~ .
I ® 1 ~ ` ~ ~ ~ 28. STOP SIGN. SEE NOTE A. ~ 8
" a " ~ Y ~
~ ~ o o \ ~ ~ ~ r~...- 29. DO NOT ENTER SIGN. SEE NOTE A. ~ \
~ ~ ~ 27 ~ J ^ . I I \ ` ~r.~ ~ „ 30. ACCESSIBLE CURB RAMP. SEE DETAIL 3/C603.
I ~ 1 ~ 17.5 36 6A W ~Q ,5132 E S~4 1'~ 31. RETAINING WALL. SEE STRUCTURAL DRAWINGS.
_ _ ~ ^ ry o II II \ r: o II TYP, x I 8 ~ a o~ o~ ~9 ~
4 4 \ ~
f 32. GENERATOR AND TRANSFORMER PADS. SEE ELECTRICAL DRAWING , \ ~ \ a......,.~~
~ II a 25 29 17 ~ ~ ~r
I 1 2 ~ 3 2 2 a - S 2 ~ ® ~ ~2, ~ ,
I S 8'' ~ F
I - N r 26 28 X I - ~ ~ ~
3 ~ 27 y
X15 8 = 2~ , ~ 9
~ 3 5 I ~ 7 rQ .o ` . o ~ .
~ ~ _ I ~ 7.5 ~ S 30 2s
I ~ I 8 ~
• 28 ~ ~ .
~ ' ~ CONCRETE PAVEMENT.
~ ® ' ® ~ 3 I 'o. 9 27 . . i•: ~ • ~ ~ . SEE DETAIL 7 C802
- ~ ~ ~ 27 ~
{J 1
~ 4 1 ~ 1 •o ~ + + + + 25 np, 1 ~ ~ `I . $g _ 85 ~ • COLORED CONCRETE.
S,o + + + 6 • y n 4 S8b
17 27 + 24 ~ y g 8 F ~ SEE SPECIFlCATIONS
8 ~ ~
I •r + + F
I ~ + i + 4 8 ~e(p STAMPED CONCRETE PATTERN ~ ~ ~ \G S
~ I 8 24 + 'I x 0 ~6 t1 Fr8 SEE SPECIFlCATIONS CAR 7 ~ ..D~... , ~ ~'1Ck ~
I ~ ~ , sp 6 ~ ~ Sao
I ' ~ .o- s ~ o J o a r 8
'.1 .w ~'s O M N O STAMPED CONCRETE PATTERN ~2 :ac $85
I ~ 19 ' r II o b N ~ ii II a ~ I:: SEE. SPECIFlCAl10 S
I - w, A;,. A J 3 in ii
2 r ~ ~ - ~ u ::o: :.l
~ b'f'fi~~UwV4' OORy';fi r..1 l~'F ,~y i~..i ® a C. P
6 0 7~ tl x ana~opu~o~vo ~ : o~..: ~ . • HEAVY DUTY ASPHALT PAVEMENT ~Z I~'Qj 30 N ~ ~ ® it ~ ~ .
i ~ vtlu~s~c`~4R~~:~~ t 1 19 P~K ~ 3 a II SEE DETAIL 3/C$02. ..x.....: • N ~ r~ . . r
SEZB rA 6 18 3 N ~ ~ ».S~
N~ 6 ~ 5 ! : •
• d HEAVY DUTY CONCRETE PAVEMENT . r Truliant 2
~ :a ~ ~~~ti _ SEE DETAIL 2/C802. J 3 I:::.:.~:.. er _ orate Head uart Co
s ~ - 2 \ ~ , . q 17 ~ 2 _ 2
~ ~ inston-Salem NC s W
\ ° _ ~ ~ 0
. o,' 0 8 2 . u ~ti
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~ 31 d . , , 32 7
a k ~
.N ~ s4, ~ 13 3 3 A varn~rro~r.mtt~uAx
. 16' 12 ~ ~O: . °j~. 27 a ® ~ Jim Gamble . a
\ 9 . ~f ,gyp ~ ~ N / PROIHGT mAIGAGllR
. ~ ~ a • ~ 14 2 ~ . David Powlen
~ 8 ;
.............A . 1^ ~Y1 17 ~QQ i ~ DHAWtvHY ~J'.:~
r~• ~ ~ : : 3 e~ _ I,~::•:..:::'I,_ ~ / Ar~~mKravnak
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THCI 1 1 "a GHF,gRC ao " - A 2 0- B 'r. / s NO. REASON
w ~ v 0 3.p, BUFFER 12 DATU 10 27 f` ® 9. = 90.
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9..3.7 389.37
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40 Layout
Plan
SCALE: 1" = 40'
132-6958-00
40 20 0 40 80
7%mrmm%mmmj 12/18/03 C602
SCALE 1 = 40'
1

_

I • . OUS SURFACE COURSE COMPACTED AGGREGATE 1__~ ; i-='- a , . , ' "~;.',.I~-_~..f-°=~i'' ~ ,._p~ ,h. 2 MIN. BiTUMIN BASE COURSE . ~ . NCDOT TYPE I-1, OR I-2.
~ 1 € . T I ~ ONTRACT THE CONTRACTOR SHALL NOTIFY A PRIVATE UTILITY A. AS A PART OF THIS C ,
...m.~.~~. ; ~ ElQST1NG A ~ I ill ::'W I ~:R~, i'~ - ~ ~ EXISTING ASPHALT m LOCATOR SERVICE, AND DOCUMENT ANY OTHER TOP OF GRATE = 804.80 BELOW GRADE IMPROVEMENTS NOT CHARTED BY THE SURVEYOR, PRIOR TO BEGINNING
` ~ ,~aa ~ PAVEMENT PAVEMENT , ,---I I , , s a°a°"~:° PVC CONSTRUCTION. ANY EXI511NG UTILITIES AND BELOW GRADE IMPROVEMENTS
R tg R, A.0 n DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR IN
~ c ;a. " ' ` ~ ~~"`'l'~4~~\` A MANNER ACCEPTABLE TO THE OWNER. f; j''~'i,' N
' G`«,' AC! ~a ~ F Yam • 's£roe 7. ~ ~ yep ~ ;~a r. O ~ i t. .,k~ .t:37~1i ,f' •~',ti•,~d;.k t kxi~yd,,4 ddk lF,.aP.d I ~ ;;f c: AND
:~~-~s~: ~~~E~t~~- ~.~~i~;;° f:;_~.;~ NOTE: l~ ~ ~ ..t. I .~.y?.. ~t .,,e ~,r,.. ,~3": ~~,t.~... A led. , ~ . ^a=y;.:! - B. THE LOCATIONS OF EXISTING UTILITIES, STORM DRAINAGE STRUCTllRES, MIN. SLOPE = 1.0% d THER ABOVE AND BELOW GRADE APPURTENANCES ARE APPROXIMATE AS
~~;.,;.€~;.,,;{!.~~.~1~~=-., ; • CLEANOUT TOP SHALL BE ENCLOSED IN _ ,,....t: x . . .......t.,. , ~ _ BRiCATEO COVER • t ~ - ~ ~ ~ j _ CASTING AND OR FA 0 SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT
-•'~~~~'1^~ ;~rF( ~ E~'~~~1'~ ASSEMBLY EMBEDDED IN 12 X12 X6 ' n~F.~ ~ I. _ DEPTH AS REQ D OF SUCH PRIOR TO BEGINNING w w w. l i t t l e o n l i n e. c o m
4-4I'- ° a ~ 6 6 ~r ' ~ CONC. APRON. a~a. a v n a r c.e o o ~ ' a.i~ _ ~.:~.~.Y„°~.. AND INTERNAL LOCATION, SIZE, AND INVERT ELEVATIONS FOR PIPE x CONSTRUCTION. a u~~- ' ~ W" SLOPE OF BOTTOM OF
otrya 0 ° ay°P ~ t ' . COMPACTED Y~,: ~n a c RCP ~ 2% and the din fbottm ~ tbe 15 DRAIN. MIN. SLOPE Tbudra~ n C. ALL PIPE INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF WINSTON- ~
~k~ ~ ^ SUB-BASE ~.i;";;. •;r1y-~.:f.. • ,_`:.,;t AT 1.0% Ol FOR PIPE BEDDING REQUIREMENTS. °~h'tdepi~nrrifiedA~rbiteduralCoruuhiag. Tb¢ SALEM STANDARDS. SEE DETAIL 9/CS
~ F _ ~ CONCRETE ENCASED ~ tepmdsttion, tttpytng oratherure of tbu draanag
PIPE S'riALi 8E N~O LESS ' NEW B DUCTILE THAN 4000 P.S.I. ~rtboxt tbar rmtten content it pmbibited and any ,,.:~rt n
~ ~ ~ IRON WATER LINE FLOW ADING CAST iafiingcmentn~illb~esrrbjccttolega/a~twn, HEAVY DUTY (H20 LO )
IRON FRAME AND GRATE r zoo3
' .a ,r d'" i~ ~ ; ~ y. ~ ~ ~ a CONCRETE OR CONCRETE BLOCk W/ SLOTTED OPENING WATER ~ ONCRETE BLOCK H CAT. R-4990-DX
, ~ ~ ~ NEENA #
~ f ~ ~ ~ ~ , 1. WATER LINE TO BE INSTALLED PER CITY OF WINSTON-SALEM REQUIREMENTS. !r~` ~ ~ DUCTILE IRON TRENCH
r ; ~ ~ ~ ' ~ r NOT TO SCALE ~h:;~ ~ ~~w~. ~ " ~ c;:^t`~ FRAME (TYPE A} INCLUDING THRUST BLOCKS. SEE DETAIL 10/C801. NOMINAL ANNULAR SPACE
3 < ~ ~V ~I.,. 2. REQUIRED DOUBLE CHECK VALVE SHALL BE INSPECTED BY A CERTIFIED
~ S ,at ~ .3 , ~li; r 3 ~ \ \ r i ~ • 01 TESTER PRIOR TO PLACING WATER SYSTEM IN SERVICE. FIT INTERMEDIATE LUGS
p t ~ U • r r' ~ ~ NOT TO SCALE WITH RE-BAR ANCHORS
NON-SHRINK GROUT 50LID 3. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BY-PASS
o'ff' ~ ~ ~ r' ~ ^w ' f ~ r `a , \ ~ F AROUND PIPE END HYDRANTS, FlRE DEPARTMENT CONNECTION POINTS OR OTHER WATER USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER
. _ , = WW4 ~ TER AND IT5 RE UIRED DOUBLE CHECK VALVE ASSEMBLY. INV. OUT ME Q
01.28 8 4000 P. S. I. CONCRETE
r ~ ~ f f ` r J i , r. , , ....i =;'~i~~: " . ° ~ 4. MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER
• „ ~ _ \ ' LINE AND OTHER UTILITY LINES. 4
i , ' r" ; . ' .;nM1 k ' ACTOR TO LOCATE BUILDING TIE-INS PER PLUMBING PLANS. ` 5.
~ r,. " i i ~
< ~ V ~2j 0 " ASSEMBLY WITH FIRE DEPARTMENT CONNECTION COMPACTED SUBGRADE #4 BARS ®18 O.C. 6. fi DOUBLE CHECK BACKFLOW
~b 6 A •a ti•.~ v 0 'A ~ r - ~ , . AS APPROVED BY CITY OF WINSTON-SALEM AND SUPPLIED AND INSTALLED
0 „ BY CONTRACTOR IN BELOW GROUND VAULT PER CITY OF WINSTON- #4 S ®12 O.C. CONT. SALEM REQUIREMENTS INSTALL MIN. 4" GRAVITY DRAIN A5 SHOWN PER CITY OF
: _ , 13 , ~ ~ ~ , . 11 , . , WINSTON-SALEM REQUIREMENTS. SEE DETAIL
. t \ k ,
5 \ , '~y ~ ~ ~ 7. 2°IRRIGATION REDUCED PRESSURE BACKFLOW ASSEMBLY AS APPROVED BY THE
' ..t>o ~ 3 ~ ~ AS APPROVED BY CITY OF WINSTON-SALEM AND SUPPLIED AND INSTALLED
-r._._ r` f \ , - . O ~ , BY CONTRACTOR IN BELOW GROUND VAULT PER CITY OF WINSTON- SALEM REQUIREMENTS. INSTALL MIN. 2" GRAVITY DRAIN AS SHOWN PER THE CITY
NOT TO SCALE OF WINSTON-SALEM REQUIREMENTS. SEE DETAIL
~ ; r ~ ~ ~ ~ ~ , 61D ~ r ~ ~r' \ ! j ~ \ i Fi 2" METER TO BE SUPPLIED BY THE CITY OF WINSTON-SALEM AND INSTALLED
~ ~ N ~ \ r BY THE CONTRACTOR.
r" ,,1~ r ~ ~ ~ , r' v' ' Q! ~ ~ 8. 3" DOUBLE CHECK BACKFLOW A55EMBLY AS APPROVED BY THE CITY OF WINSTDN-
SALEM AND SUPPLIED AND INSTALLED BY TWE CONTRACTOR IN BELOW GROUND
f ~ i \ a VAULT PER THE CITY OF WINSTON-SALEM REQUIREMENTS. INSTALL 2" GRAVITY DRAIN
~ ~ J/'" AS SHOWN PER THE CITY OF WINSTON-SALEM REQUIREMENTS. SEE DETAIL
\ 9. 3' WATER METER AS APPROVED BY THE CITY OF WINSTON-
M AND SUPPLIED AND INSTALLED BY THE CONTRACTOR IN BELOW GROUND SALE
~ , • ~1 VAULT PER THE CITY OF WINSTON-SALEM REQUIREMENTS. INSTALL 12" DRAIN HOLE
, • , ~S SHOWN PER THE CITY OF WINSTON-SALEM REQUIREMENTS, SEE DETAIL
I ~ ` i ~ l ` r 10. CONTRACTOR TO CONTACT MR. JOHNNY NORMAN, [phone] EXT 1027,
r ~ ! t\ 1 \ .i r ~ h / ~ °a ,I 1 e' I'~ ~ ~ ~ ~ WITH THE CITY OF WINSTON-SALEM MAINTENANCE AND CONSTRUCTION PRIOR TO
, ~ ~ , t ~ ~ 1 , r \ ORDERING AND INSTALLING ANY METERS, BACKFLOWS OR MATERIALS.
. , 11. THE CITY OF WINSTON-SALEM WILL INSPECT ALL PUBLIC WATER LINE
, , ..i j` ~ S „ . > t ~ ' ~ ~ t ~ ~ 8~ INSTALLATIONS, INCLUDING ALL METERS, BACKFLOWS AND FIRE
i ~ ~ . ` 4 ~ HYDRANTS,
0. ~ . 26 ' ~ ~ NEW FIRE HYDRANT. ~ , `
~ SEE DETAIL 3~C801. .
' NEW B WATER LINE S . .sW ~ r u q , l E ~~1 ` ^p 79 ~
~7 , e ~ ~ \
~ SAI~TARY SEINER NOTES
r~ } i
` 814 ~M:. ' ~ ~ y~ 1. CONTRACTOR TO LOCATE LATERAL TIE-INS PER PLUMBING PLANS. k. ~ \ v
't ~ ~ti ~ • ~ 2. MAINTAIN MINIMUM 1D HORIZONTAL SEPARA110N BETWEEN WATER
~i t , w . ~ , ~^1 j ~ ~ a °•w - 9 D OTHER UTILITY LINES. M LINE AN ~ ~ r
\ ' 3
t ~ € "'j~~ ~ °f~`"~~'a,""~ ~fi ,~•'8A ''0. 3. PLACE CLEANOUTS ON SANITARY LINES PER PLUMBING CODE REQUIREMENTS. L,.: €e , .ar.:
~ ~ t l w w.,,. x``' . 84 56 ~ 4. CONTRACTOR TO PROVIDE RECORD DRAWINGS TO OWNER. ~s°~"~",,,,,~
~ ~ ° 1 ~ ~ n 0 8 S Q`
, , _ E" . M, , . y I 5. ALL SANITARY SEWER CONNEC110NS PER CITY OF WINSTON-SALEM STANDARDS. Q~. tiSSt .,~(i ~
\ ° ~ ~ ••w. r , ~ ~ r`,,~ ~.>;w, `4`:'° 2S 6. SEE DETAILS 4, 5 AND 6/C801 FOR SEWER MANHOLE AND FRAME AND RIM DE AIL . e S~~ .
A'. J f W , ~ l v ,t 8 ~ _ ..u .w.. w.. ,w. r x•
. ? NEW FIRE HYDRANT. i ~ ~ I e~ X270 , r. . , SE' .ap CMS r~,.,.+.: Q`~'
' SEE RETAIL 3~C8D1. i ~ i ~ ~ t w, r
~ ~ , ~ i ~ ~ 1 l F W _ ~ Q , n
Y , ' ~ ~ ,.M ``n / ~ 8x6 REDUCER o ~ , n~ _Y `r ~ ~ ''h ti • ~ ~i y.~ I'~ ° ~ ' ,
v`~ ~ ~ f s t r A, ` . ~ ~ ry ..r N ~ " S 4, r
• 4 r.: i NEW 8x . ~ ,a,, ~ , j ,
~ , it ~ \ ~ ~ k.,. ~w" ls, !~l! SLEEVE AND VALVE ..A
~ ,a 8 ~ ~ @ , ~ _ ENT ' DS.. . `
f s ~ t rr ~ , _ ~ B ~ o R 1H EASF~M i ~ • ' ~ ~ BUFF ~ ~ ~ ~ JACK AND BORE NEW 8 ~t~°~~~
808. V 18, , I ~ 0 Z ~ ~ _ F ~ ,E ~ ~n a ~ FR©M P~. 26 PG. WATER LINE UNDER
, - _ t ~ ~ ~ ~ ~ ' 8pg : 4y r ~ ~ . - ~ ~ i~ - ~ ; g BURKE MILL ROAD. ENCASE ~ :a $$5 . ~•R _
\ " , _ 8 , t ~ WATER LINE IN CONCRETE ~ NEW B WATER LINE ~ ~ ~ ~ 5EE DETAIL 1 C701.
„M `L, ~ ` ~ _ • ; , • ~ ~ , ~
' t v , ,
/ ~ z 3 > ~ ~ . ~ c~. - 4 ~ ~ ~
o . 12M , , M..., . • r . , ...w . j • . ` ~ .:i
. OD ~ ~
`ti ~ , ~ AA v.. ~ t . " 81 V ~y . , 23.14 ; a / ~ f' t R ~ ~ ~ Truliant Wiz. ~ t t~'~, ~ / W~~R o~
~ ~ P ~ 188 LF OF 6" 816 ~ M, ~ !
. r.~ ~ 3 Pvc o 1.aox ~ a14 ~ . ~ ~ 7 , Co orate Head ua.rter _ ~ ~ ~ ~>i._s ~ ~ ~ q ,.s~...., ~ ...J l ~ .F ` ' f ' l'
• • ~ - FouNDAnoN DRaN ` . , ~ ~ TO ~ W B W~'A f ASPHALT PAVEMENT . f ~ f Winston-Salem NC
INV OUT =801.87 T!E CUR ' ~ _ ;',iE " TER LINE I W.....~~~ ww 794 r ~ ~ ~ ' ~ I m REPAIR. SEE DETAIL 6 c9
p ~ P'/ • i• ~ r ~J i 1, ~ ~I r
"FOUNDATION DRAIN T0.• ,NEW TRENCH DRAIN ~ , ~ ~ TIE TO INLET . SEE DETAIL 3/C701. ' ,E, ~ , . ~c °'Y to ; ~ TAX BLOCK 3807 LOT 3E & 3M V i : ~ I E I y
w 798 ~ f ^ ~ , INV OUT B 8 ~ Op ~ ' ~ r RIM .811.51 < ~ ~ t ; ~ • ~ BOBBY CARMICHAEL ~ ~ _.,I
Q ? _ " • ~ - ~ ~ ~ , INV IN =799.99 ~ ~ r ~ ~ a, ~ ~ _ , r fi ,f / ~ r l 1 r ' NEW 8 WATER LINE ~:r `"r' , ~ t` `I DB. 1202 PG. 372 1 ~r s`
` M ti .15 LF OF 15 RCP o 4.OX \ , b~ c ~ INV OUT ~ 799.89 , • ~ , r•' / ~h 3' ~ ~ i" ~ ~ j r~
r \ i.~...... ~ `••4.71. ~ O a... h ~ w 'h..... w 6'.' 1 ~ ~n ~ r ZONED RS-9 1 1'' s 9 r~ ~ ,x ? f ~ ~ ~ . l• ,
V/ • ~ 1... _ _ 2 ~ l 65 LF OF g ~ .5 • , ~ r : ; ~ C1~ r'OD 1 M„ remc~ai. u: c~x~a
GHFA ROfJ , PVC 0 1.00% a - Off. RE ~ ~DV ti ~ ~ ~ ~ r r , ~ ~ I N f~ 1;~` e im Gamble 't ~ , ~ (h' N ~1 J
y,~ S~ Fmm.. Z ' ~ ~ = INKLER CONNECTION ~ f ~ ~i ~ ~ ~ ~i f T" ~ PROJECT' dA~idGER f ~ ~ i .r`~ rr 4 it .f r' , I ~ ~ ~ ~
" i ~e i r` a ~ . , ~ 4 DRAIN W F~ ~ ~ ~ r„ ~ 1 ~ 8 . ~ David Powlen
`"•r ~ Q7,g 3 DOMESTIC CONNECTION 2 ti .J• ` 8;,.~,,;;.... Q ~ 2" DRAIN 8x8 TEE ~ VV ~ j ,a ~ , ~ r j I j ¢ f rs~y„ DRAVi~BY
~ ; , dCr.._ ~ urw rlnr uVRDAAIT ~ t ~ / i ~ j'^ i~ f r' . ~ r ~ F I "'"~w , l ~ s A. Kraynak ,f~F°
« acly~ IVCYY
3 C S DETAIL 801. 6 t;. o r r C MON 1 CON NO. BBASON DATE
METER LOCATION >r i r / I co WITH DISK r 1 c l ljj
" ON WATER METER 811.00 ~1 NEW 3 IRRIGATION 0 8 87 " 4
Q `g ?r j AND REDUCED PRESSURE BACKFLOW ~'I :24 - 6 " " AND NOTE T = '52'09"E 168.95
79 SEE DETAIL 11/C801 7• ~ -#4y' OUT - t X COwC MO 820 "•~w r r k ~ ' ;r
f d rr WISH blSl( V TAX BLOCK 3807 LOT 3R,3 i.., ro 1 r~ 2Q - RQUGH ARE OVE SUFFER. s
°u - i j NEW 3 DOMESTIC WATER METER SEE DETAIL 2/C801 AND NOTE 9. RALPH C. KIMEL X 1
" " NEW.-CLEAIOUfi ~k~' Ey4SEWl~ ~ " ll k a 1 ~ .w s _ ~ ...fir. ~ ~ ~•x k 'j~
« ,.w. . - -DET L 2 ' 7ol V~ DB. 788 PG. 372 di n 2 1 } 1 A °aava"at i r . % % % X f~ ,t Q°~°'rX
WE NEW -3-REDUCED PRESSURE BACKFLOW , SEE DETAIL l /C801
8.. SEWER NECnQN, m f tl £ 43
mmmOUND AND NOTE 8. „ . SEE DETAIL T C601,
W- A IN I-rmw ,51'1013
NEW 6" DOUBLE CHECK BACKFLOW nNG SANIT fr
WITH FIRE DEPARTMENT CONNECTION Ems 4(1 8.8' SEE DETAIL 8/C801 AND NOTE 6. QgS~11i~ I T d--897.26° M.
N 898.02 M.m . . • .r
TDP Y.I. - 794,59~ . _ INVERT 793.60 T - 793.60 w..,, m_ ' l
N ...y
UTILITY
PLAN
MSC
132-6958-00
40 20 0 40 80
_ 12/18/03
SCALE 1 - 40 C701

BLOC ~
-Ti~~ST BETE QI~~ C
i _ _ - A ~ti~.. _ i ~ A ? U~IDtStURBEt3 5411,
ED~,. G~NCRETE MANN'~LE - P AST R~EN~~O~G i 4 ~ FT ,rt i
BRASS cLEAr~uT (SEE 4 ~ . ~,z. z.
FLAT TOP S£C°tK?N5 USED FOUR FOOT MANHOL€ TO $E EWER cx~IvECTION ORnwiNC 11
SHALL BE DESIGNED TO - - i1SED FCNt -PIPE YI%TH A DiAiAETER ~ St1PPORT AN N-20 Y~HEEL Ff' a~l:'a tJ a ~ ~ H z'; ~
LOAD: USE OF A FIAT TOP OF LESS THAN 18° UNLESS OTHER WISE SPEC?FIED BY THE ENGINEER. a
c • ~~A ~ 7~~ a a bN1ST 8E APPROVED BY THE ; _•a• ~`?L' E~TfR ~ ~ x.;w~ I:: ~ I f~. PI~~V . x.. qq~, ~ ~w liflleonlin~ ~o n ~
E~IGINEI7i. ~ I ...,i'~~rl~~ REDLfOED t~SS11AE °ASS'ElIBLY I - 1
GJ~tBLE°~~f~IENK 'ASSEf~l.'Y' ~ Try ~ oN 2 ' ~ i ~ s.
' R~i6 ~3 ~'d. ~ TYPE 1 OR 2 ©ov~ I ~~t •s~ ~ ~i Tbir drovmd end the drsign rbo~r me the praperly 'UNa~5NR8Ea:5(IIL djl:ttleDi~rnfredAreln'tetturalCoruWlbreg. The
AND COVER RING ~ TYPE 2 TO BE ~ 4' I ~ , n~roduckon, ropying or otber'urc of tbir drawing --STANaARD 4' OR 5 tdANHOLE I i~
~ T CONE PRECAST CONCRETE tANHOLES SHALT STANDARD ..TED O I s2" a IN I - CONFORM TO ASTM C-#7i3. MANHOLES , . 5, p q w/ # TYPE 3D# i I 9EPID SECTION F017 ALL F!1'TIN~S sritboutlbeir written conrentir pmbibited and ark
N4LE Is"MI SfAINi.bS STEEL MUST BE ALLf?w£D TO CAE A ~IIW- a° ca. SOIL PIPE (rPLAN VIEW ~ t 1 iafn;rgement will be rrrbjett to kgolaction.
- FLEffI9LE ANCHORS lMUM Of 3 BAYS PRIOR ro SHIPMEPTf, a. SLEEVE I EXPANSIDN 3/#" H1LTI !(MINK BOLT II THE DATE Of t~INUfACTURE AND NAME HT. i SERI+ICE WEIG ~ i
i D.I:PIPE ~ ~P3tOVED EQUAL) OF MAlRUFACCIiRER SHALL D£ ON ALL PIPE SIZE - ~ Little ZDD3 -
. ; ; ~ MANHOLE SECi~NS. GONCtiErE SHALL . t.....
~ d,0(x? PSI. CIRCUMFEf~NTlAI. * . FLE%xIA,; 6"MIN. 69' RSES OF BRICK REll~tt~?CEMENT WILL 8E PIAGED A7 A _ ~
SLEEVE tsIAX. 3 COU " " I8 IN.} OR 2-5 GRADE frNNIMUM Of' 0.12 SQ. INS. PER ; ~ Y r . ~s~: ~.ii" ~ i~~e ~ ' ¢ 1 I
34 NGS MAY B ' ADDED ~ RI E LtNEAI FOOT. }
'VEF{TICAI.LY. °e..: NCRETE TRC i (Nor ALLOWED WITH a 4'-0" OR 5'-O" ; ° FLO1H FROId 6' »-{ANCRETE TREiUGH Tp 8E BUILT T4 DIRECT ~ ~ yy4 q 3 F'FLUENt PIPE. ~ ` .FLOW FROId 6 CONNECTION TOE ~ . , N
rs" TYPE z RING ~ ca~rER} Z•-,4• . Burn RUBBER GASKET • ' PLUS AS PER 4 , ~ ~ • ~ - /w r~ ` ~~tlx ~ k~
`',t' UNDER RING AtND SEWER C4NNEC714N ~ x a
f ALL GRADE RIMS 9. t DRAIWNG ~ < { 4 I
~ 6 FORSHEDA 11# OR BUTYL RUB$ER " 74 GASKET IN ALL JQINTS, 6 C.I. SOIL PIPE. SERVICE WE€OHT 4" e . a`• •
JOINTS. ON OUTSIDE Of MANHOLE r0 , FROFA aF9 . 6° A
MAX ~ 8E I'EI~ WITH V" RI~/~ ~V S 11. TOP Of' RING d: ADHESIVE TAPE, ALL LIFT #IOlE5 6" i
FINISN GRADE 4'x6` AI.UMIN VAULT ACCESS I~# 6EIADE 5HALL`SLOPE I:aDN vAUI_T COVER TO 1T1P STEP- SENAII B£ COMPLETELY fTLLED WITH AIIN. T~ SLC NAx, 21; SLOPE ~i UNDISTt1liBED SOIL MEIN. 1~ SLpPf
TOP 5fEP MUST 6£ NON-SHRtIdK GROUT AFlER I TEE I I~~roI~aNT aAS~ Pl.uc
tM1I CONE SECTION ANANtIOC£ IS SET. ; ~ ` COM81l~:T~N WYE ulEw PLAN VIES) {PI.A~I ) ,lQINTS sHAu. 8E ~ (SECT141d VIEW} ~
~ ~ FLEXIBLE SLE a.: ; t~'o.c. ~ ~ RISER SECTION ~ -FLExIBLE SLEEVE ANa s/a BEND. , i ~ RU88ER casxET
REINFORCED ` a' a~• +x~BETe ECCENTRIC " f. 16 V.i). p " ht FEET i ~iINII~U~4 ~ DIMENSIO {
~ CONE SECTION b E PIPE SIZE INCHES ~ S 1~~ IV~~~ 36 E-~/ YY ~ 4 34
FL~tIBI£ SLEEVE WILL BE I 3 f 1 4I I - ALEM ~ FIi'TING 3 E 1 2 ~ i 4 s a 12 is 2v
i I ~€'-O" USED UNl£SS A BRICK COLLAR i i ~E YA~LT ~ Is APPROVED BY THE ENCIHEE~. I DEPART DEPARTI~IENT OF PUBLlC WORKS a 5.0 8.5 8.0 14.a 72a t4,S I 9(} BEND 2.4 2.5 3.5 I
SINS _ ~ 13E PLACED STEPS NoT Tl~ ~,~STRAINT ; ENt 9.0 t0.5 5.4 6.0 7.0 ENCI~IIwERlNG ~I~S€ 1:5 2.4 2.5 4.0 . - ~ 45° BEND
' OVER YIfLUENT OR EF~- ~TAILS FLUENT PIPES. STEPS TQ . Fg. 3.0 3.5. 4.5 5.4 7.5 yy 1,0 i.5 2.0 1 22 1 2° BEND ~E !k~ Lx~ 5.5
TE fIL ~ ~ ~ Y 6 PYC SUPPDATS 18" OE ALONG VERiICAl WALL ~Tl~~ I I YY E ~ 4.5 f E a.o r ~i I 11 1 4° BENa 1,4 1.4 1.5 2.p ; 2.5 3.0
I~ SURFACE FROM SHELF rO ~ MAx.22" flRAIN.©tlTLET- I rt TQP OF COt~• .D 10.0 12.0 _~1 PLUC 1.5 2:5 3.O 43 5.5 7.0 $
E%IENO TD GRADE - - 6'NIN. ~ i2".DIaA):N IKiLE " A'T SLOPE MIN. ~ ~ a II
. ~ DO NOIC B(N.T Ri1dG , ~ f. ~ . NOTE: ABOVE DIMEtdSlON5 BRSIrb 4N THE FEKLOWIN6: 250 PSf WATER PRESSURE Carla
TO GONE IF. DIRT. OR ' ' 2000 I.B° Sp f t -SOIL B~ENG CJIR,(~CITY (spy ClA1~} f
DRAIN SITE: CONCF~T£ SURROUNDS ~ ~ MOtdOL11HiC BASE SECTION NIN~ 12" OF ~F5 STONE OCA - 1" ~ HE RING E)<'•:YARD dON£ POUR ----J
RPA - 6" i T S~(3ULDER, ETC. - S C

fJOT TO SCALE
~ NOT TG SCALE 4 - - NOT TO SCALE
NOT TO SCALE
~ _ Jt
-
. ~ i • _ . . ~ D . PW t E . M fl~D4l~E TEC"A ~?SS~ILY - IE...
~IANH~.LE RANG ~C G~'~ER D~uBI:~ ~ . ~ I~~~; ~ C~Ul~ AS~EI~~LY , ; . ; PR ~SUAE ASS
f .a~TY~'E ~ ~p ~ 4 ~ RE.~C 3/ TION
r=te NaTE. Two HOLES ro eE SPACED TALLA I ~N4N f~A~`~'IC INS I
. - C1) T 'k OPP051TE TO 'EACH OTHER I
tN THE WT£R RING p5 r sz• ~ ~ spa, (HaLES To BE ~ I
I I i ~ oIAMETER} ~ ~ `6``TN. ia• I IrLEJtI E 2 A Ei A a ~LIrE
1RAIM ~ ~ I I Zo FLxFL spool Nr~ I 1 2a -ie i32a-~L i~ .CAA N ~ 3/4 - i
I , , ? BRDaI($ 1324-i$ ; 1324-P # ~ - A S t~3D C-:18 1730 C-f6
N x' ~ I DETAIL "c c° * - . - _ f;73a-18 ~'OP SECT .
D.I.PIPE O.T.PIPE ~ STS o RING AND COVER Yell , I a 5 • - 2` °BAQOK5 - 1730-P 11l2 _ 1730-12 BOTTOlf SECT.
. ~ WIVE MACHNNED SEAT
-w TOP OF COVER ANT? W~L CONFORM TO ~ O.I.PIP - . C1 , , ASTM A#t3, ClASS 35B, 34•f ~
RING AND COVER WILL S5" • I T~: I STALLATIDN I~I.:.CflNCAETE i7R ASPHALT PRONIBITEa.
3f #"R ~ 13E5lGNEO TO SUPPORT' . FLEXIBLE I AN H-20 WF~Et IQAD. NO N INSIAILATIt4N,dECT l~ NAVY NDYfINfi 0R VEHICLE
I FLEXIBLE SI:EEVE BOTTOM QF COVER i'R ~I TAAFFIC`PRONI9ITE0.
SLEEVE " i5 1 I o HIFi'~ a1~~¦ ? ~E'CL~' ~'~~.y r2r
I t 2" ti B ~,,„O" i ti~ Cl ~ IV. ~.''JJ py~~ P,'c ~k1 ~ ••OpiC~~~zt ~g m,
a i r E)PTIONAL . E,SSf()f Y'~ "a ElUTLfT fDR ( ~
I R FIB RIME ~ i = : ~ ; ,
~ 4 NUNf YAI~:T AE _ I INUM VAULT AI:CIrSS q.EOH E9AADE $HAIL SL~JP€ PAt?!4 VAULT I 9 69 e I
T ~ VERAGE WEIGHTS FINISH` GRADE 4 x 6 ALUMI MINIMUM A I PLAN _ 027C ,gyn. • ~
RING 190 IBS. o • SLOPE ••FN, itJ b• ` AMAY X • c~ ,
OETAtL "B B" COVER Teo tI35. !A ~
FIN2SH:6liAE1E 4' x 6' AlUl~lr!!~1i!1: YAEA.T: ACCESS; I]t3©R 6AA~ SIiALL SLtIPE 25 1 4" 3i0 LOS. FAON VAULT ~ rep D3 - (L . i
# 33# 2 3 AEI~I~CED CTION Tai s~ ~
" 23 1 2 G€#IICTE '~AE~.T I
HEASEY ~ c
t~IYR i~TER - ~ e REIir'FORCED e ~ .5....~i
40 CONCRETE - j t ` :i VAULT ~.::#f N is
D.G. a, EIOII~ EIrN.E w
- z ~JsEE N~F3ET ~ r ~ n C1 ~ AE$rRAINT f3ETATL Ekll~E ~~5 EE 4W£tIiM6 OPEpINS
x ~ _ cv ~
~E I'~RETE f.; . t~FF~T 8 PYC 'DtlPf Lam:.. i8Y tt:2' ~Nt~iETE .FI T~' ,OP t1RAI 8• PVC SilPI' TS' BOTTOII.Of O% ON
BOHf~ SECTI ~i C, p® _ x9~°
IyETATt ; _ . 3' SU 3 rn 'N' i~.~ U I?AAIN flW LET-
T FTLLEQ , , .iB" 22.1 . ; PV " . fIiTENO T BRAQE AT i~ SLOPE NIN.
. I 1 MAIN OUTLET- 4 ~ a• . 2# 1/2 c8~d.~~~~ #57 STONE
¦ v°a. EXTEND~TO 6AADE NIN.I2 OF ! O MIN.. !2 ORAII~ HOLE ¢`b 80 AT !X'SLOPE'"NIIN: ~ i6IFt,12 t}F #5 Sl'til'tE ;
_ 33 1 # GRAIN SIZE; . - - - ~TENp Tfl 8F{AaE AT iX tIIPI. ocA - - - _ Truliant
APA - B
r _ SECTfU - ~ rate Hea uarter Y o S Co q - ~
. \ V R - - r
q ~r - E___ _ OL N A ~ T^ . nSalem NC NOT TO SCALE W 111St0 _ ;
5 _ r-------
NOT TO SCALE p ~A1~ pp VEWAY
. RE ~R~ P ET ALT.. A!lE A~F'N
s- _ _ _ _ _ r H ,
''~ENTER;OF PATC,
T ~ AT~aN 1~E INS A~.L ~D. ~'AL HYDRANT A 2• -2
~ ~ ~ LENE MANHQLE -STEP PGLYPRaPY PRIIvCIl'AL lri CHARGE
kr ~ ~ZE ble Jun Gam TOTAL. WIDtH 'DF PAVEMdENT" CUT = WlOTH pl= SAW CUT
. ..95~ ::8; SAW CUT ;TRErICH''t3(7x ~ 4` PROJECT ~fAIGAGER
t. HY'QRAIVTS, NAIVES AND THEIR ACCESSORIES ARE F'~3RNISHED A5 SPECIFIED IN THE TECHNICAL TO owlen Ex15'T. PAVEEAENT Dav1CI P
. SPECIFIGATIt~IS 01• THE ENGINEERJNG DNISION OF . E7fEST. PAVEMENT
TtEE ~ ~ wtNSTON-SALEM N.G. NEW 'ASPHAt,T ,..I~! BASE T6 ( } f P' ~ f'
2. ANY .NOENTS BEIINEEN THE VALVE AND HYDRANT M Ex15r. BASS ~ F.. f,~ ' EXIST. BASE ; Adam Krapnak ~ OREGINW. 5UBGI2ADE (E3 i~IN.} ~ . ~ , . ~ a- , A~ ~t' f --1,' '.f i w
MUST HAVE RETAINER GLANDS. Sr 5 4 ~2 ` j_a NO. RL'ASOK DATE
HAND , , w r l t , .w PLACES ~ ti
PIPE S17E S 17E QACKFILL l jc. 7 -4 i 1$ 12" SUBGRADE 1 S I t rn- 1
t 8» i 1 4" sr rr » 8 10 12 1F sr 18 r >r l .+..-'"21 24 27 3G 36 NO. 5 OR
21 NO. 57 r,'r } t 1
8c 8 OR y, j ^ 9 STONE W ht OR 1-2 ASPHALT ME 4' MIN.
l . ,y . • }I ;I: PAVEMENT. DEPTH EQUAL TO
2r A STONE ENCASEMENT TRENCH BOX EXIST. SURFACE COURSE
1 R 1 MAX"JM WIDTH i t (2" MIN) ~ z sue-.:--
n~^fC14nR'1C70o0OIprtlMl61WP47anna' CLASS CLASS CLASS CLASS CLASS CLASS CU S CLASS CLASS CLASS CLASS CLASS NANO ~
4" MAXIMUM rt f1 I MINIMUM o u n n n n n n n n 'r,•^. p D D PLACED / ! BACKA
ND T
t DACIfFILL (SEE NOTES) n.' i . NO. 5 OR CLASS CLASS
to 4,1 4" iY LASS LASS Lrc ~(^('LASS « N » n NO, 57 Bn • 2 1F-•_2 S ~c^S IAJ LASS C ;mil i 1 !
-67 GATE VALVE AND Boll 12" > LASS C C STONE * Bc R 8 OR C C C ;f N."s ' }w 4 MIL: UNIXSTURBED
12" n C r. 10' CLASS CLASS CLASS SOIL
H~ H cLAS CLASS CLASS CU X57 STONE RESTRAINED HYD. TEE CLASS n CLASS "8 1 n B B { ys a y S CLASS CLASS 13
' W nCn n» nBn Ai 7/77' CLASS B NORMALLY 3 1/2 n n n up n . HAND
OR LL 12 CLA SS g n POLYPROPYLENE " C o TAPPING SLEEVE & VALVE ;STONE : STONE STONY PLACED . NC, ENC. BACKFILL i' Ell
PLASTIC d CLASS op "g„ STONE STONE ST( p~ 14 ENC. ENC. EP IE STONE STONt ENC. E ;i N :IrrAN PROPOSED MIN ! MF' V 1
a. CLASS STONE O aC.1ri ENC. ENC. R w f . UTY NEB. 5 O. "l t
~j "g " ENC. NO. 57 UTILITY Bc 8 OR ?TE, STOt N 2ATfQN STONE , i-
STEEL E 1/2 GRACE W 16 STON NOTE, a " WALL °OQ 0 MIN. S REINFORCEMENT CLASS ENC: SEE TECHNICAL SPI 4 W)N. Y . t BY fF€CATIONS FOR BEDDING PEC LS TECHNICAL S l111 s
Qb 0 "g REQJIREMENTS FflF ~~~f a . 4 it~l~t :0JIREMENTS FOR UNSTABLE SUBGRADE AND CLASS 'C'
°go 18 STfl(VE ; ROCK FORMATIONS. 00 € ENC. #W 4Sv1,' y ~I t?}1; L- 2CK FORMATIONS,
O i 0 . HAND r . Outside Mamater of Pipe
SECTION A-A Sc - Outside Dian . , f » N 20' STONE PLACED
. 0 0 I _ 3 MIN. 5 1/2" MIN. . o E.NG. BA,KnLL WA.T
CITY OF WINS I OI, a da WINSTON-SALEM e THE BACKFILL SHAD. BE MADE IN W LAYERS AND SHAM BE COMPACTED TO AT LEAST 85% OF STANDARD
O 22 DEPARTMENT PUBLIC 00 O O L€ lisitVC CKE! iL C iv`i`. NT OF RUSLIC WORKS, DE#SIF`s' tMSHTO !#ETH00 T-09). EACH LAYER MUST BE THOROUGHLY TAMPED BY A MECHANICAL TAMP
aQ`b Cho itVtKIh1L1Y'IJCIJr „ ,
CONCREtE THRUST NOTE. SOLM NUTS & DRAIN .POR S a ~ AN BEDDING OM REQUIREMENTS M BE of W OF CONCRETE t MOST THE NEXT CURRENLAYER I5 PLACED. ALL ASPHALT PAVEMENT REPLACED SHALL BE IN ACCORDANCE WITH AND AF COVER FOR THE BEFORE CLASS 0 .11 T N.c.R.O.T. STANDARD SPECIFICATIONS. BASE COURSE DENSITY AND SUBC4WE DENSITY 13 1 2_ ITS
' StA1J. BE 1'(aQ&. `
VITRIFIED CLAY PIPE ON N STABLE BRADS
CONCRETE THRUST BLOCK l\f
PER. MI-39 A IR DETAIL 4
_ 12/18/03 REOUIREMENTS 102 T C801
STEPS E NOT Td SCALE
NOT TO SCAL
NOT TO SCALE NOT TO SCALE

NO NOTE: PAINT SYMBOL BELOW
1. "ACCESSIBLE SIGNS R7-B & R7-1) ONTD PAVED SURFACE WITH ALL 12 x18 (
COATS OF WHITE PAINT SHALL BE MOUNTED AT 7 FEET FROM GRADE TO 2
BOTTOM EDGE OF 51GN FACE (MUTCD}. MOUNTING -8e 8e
BE REDUCED TO 5 FEET IF PLACED IN VAN R7 " HEIGHT CAN Acc¢sslsLE 12 x6 c6"
AN AREA BETWEEN SIDEWALK AND BUILDING FACE iN „
WHICH PEDESTRIANS ARE NOT EXPECTED TO USE. ~ ~ I RESERVED- ~ ~ PARKING VAN 7-Se SIGN R
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL RClLRYEG
U S. DEPARTMENT OF DEVICES MUTCD ) rAbclNO B'-0" (TYP
TRANSPORTATION AND NORTH CAROLINA ~ 1 "0 METAL GUARDRAIL, {TYP) \U
2" SURFACE COURSE DEPARTMENT OF TRANSPORTATION SUPPLEMENT. www.littleonllne.cam SIGN R7-BD r ~
NCDOT TYPE I-2 CORE DRILL SLAB
4'-8" ~ FOR GUARDRAIL ~ Tbu dra~ving and the drrign ri~avn a2 tEx properly
AIAXIIAIUM MA1cIMIUM M a IittleDiaxrrifiedArihite~rrcalConrxhing The pENAIn _ p CONCRETE SLAB f
SEE PLAN FOR DELINIATION OF SIGN COMPOSITION PEN2yo T:a { „'3s ~ r HANDICAP SYMBOL ~ tso SIGN R 7 8 N repmdxckon, ropying or other xre of this drawing 6..
i i\0. E,45 6 Y k n"t a ? \ s~w add ~~y F ,~a ~ 1~> e ~ ~ F ~ , W FINISHED GRADE io rntboxttbeirwritten romrentirprobibihd andar~ w ~
rr DEPRESSED SIDEWALK G ws ~ ~k . a~ ~ ' SEE DETAIL 4 C802, _ irrfrrngementwiUbelxbjecttolegal action. G i~
/ o ~ o Z ~ ~ ~ ~ ©Litde 20D3
/ ~ A w ® N W W N
RETAINING WALL
_ FINISHED GRADE SEE STRUCTURAL co
D WHITE PAINTE RESERVED DRAWINGS WELDED CD 3... i JOINTS
I ES SYMBOLS PARKING MUTCD ,r:{:::+.~- " SE COURSE L N / _ R7 8 E' 6 COMPACTED AGGREGATE BA . ~ ~ i „ ; ;.-~...z ; ; ~ ~ ~ 24" DEEP BY TiON -1 2' ' 1' 881@
~ ~ 12°x18" . X18 , 12 WIDE FOOTING FINISHED
r .._.i i....., COMPACTED SUBGRADE : : GRADE
- ' e ' 8C9IB SECTION 112 1
a 8' 5 ~ S~G GENIERAL NOTE SIGN POST
H.C. 8 8' TYPE OF PIPE TO BE USED 15 1.5° O.D. GALVANIZED STEEL
SPACE MAxIMIUM R7-8D PLAN H.c. PENALTY "X9" 12 -8D " ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS, GRIND SMOOTH. x9
VAN t 250 AFTER INSTALLATION, PAINT TO BE SELECTED BY ARCHITECT.
SPACE LOCATE POSTS MINIMUM 6" BACK FROM FACE OF RETAINING WALL
1 2" = 1'-O" /
NOT TD SCALE
NOT TO SCALE FOOT INTERVALS, EXCEPT THAT A JOINT SEALFA- 1. CONTRACTION JOINTS SHALL BE SPACED AT 10 RECESSED 1/8• TYP.
15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY
SUPPORT FOR THE FACE OF THE FORM CAN BE 09TAINED WITHOUT THE USE OF suRFacE OF currER
PLACE WIRE MESH 3" FROM TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
BOTTOM OF SLAB. CHAIR WIRE NOTE: HAND TROWEL SCORE JOINT-1/2'X1"DEEP TO PREVENT UNCONTROLLED CRACKING. t/8•R TYP.
MESH 18" O.C. EACH. WAY. LOCATE CONTROL JOINTS ~ A TOOLED JOINTS TO EXTEND ENTIRE ALLED BY THE USE OF TEMPLATES OR FORMED 2. CONTRACTION JOINTS MAY BE INST ,
DISTANCE EQUAL TO WIDTH OF WIDTH OF SIDEWALK BY OTHER APPROVED METHODS. WHERE- SUCH JOINTS ARE NOT FORMED BY TEMPLATES, N a " ~ .
8" 4500PSI CONCRETE WITH WALK, OR AS INDICATED ON A MINIMUM DEPTH OF 1 1/2 SHALL BE OBTAINED.
6"x 6" W1.4x1.4 WWF 1/8" TOOLED PLAN, STIFF BROOM FINISH PERPENDICULAR RADIUS (TYP) z TO TRAFFIC FLOW 1/2' M FlLLER
~ d. .d ><.~IEz'q; i i ~ ~ II I° ~41~7fj t t t.l 3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER.
SS ' ACED AT 90 FOOT INTERVALS, AND ADJACENT TO 4. EXPANSION JOINTS SHALL BE SP
• r. .pa x• ,3H ~ €I , 11€i,,l.; ddE ~ kkt• I) ~~:.n ~l( a~i ~ a.l:;' d. s;_ ~S E ~ •,:I .,?'s Igo: .r' C I: YI~I§~ i:. II E: tr .~.i ,r, a°~ fiz ~r' ~h< t I~~~~ IEEE I: P~~ e isE E ~I~.. {•I D OBJECTS. TRANSVERSE EXPAN~ON ALL RIGI
..nix ~Z.., .k i u"t. ~:.~r,~~:. [J' E kk € {J{Jqq EEE ,~aAS .k~• V, p~ h .~I ~°3 it I€.x i E( Ei~l. ~$E1 a~ i { ~!,~j§I Si =ail'. I~ E4, iS, i sE~: ~ I.::~ ,ii ~I1 PP Ip ,:;E~: y~ j xr tea. 2A„„•3 ii' ~°`~I . .If`c. if °ii .t~ :7 E~ llz C~ fIM!i JONT ~ CUFF AND GUTTER
~ ~~c , ~`~d ~,S rR yy I, I,' ~ E' i , ~i X61 ~ { pz ~ h • .~.fl~ ~1c r k ??a ( al@,I ~ :I, ;I. 3 i ~II F&.II• v ~ v / ,r--rTC'~-m ~c7 Sgg 5. JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALK.
~~i \ ; 4 , , \ Q. TO WIDTH -r r f;;; \ r • ; , , CONCRETE W WWF . / , , , , \ / OR AS INDICATED 6. CONCRETE SHALL BE 3600 PSI IN 28 DAYS.
;~,,;\i~ A~%~ / . v ~.r ~ , ~ W6x6 x W1.4x1.4 WWF AN r/ \ \ ~ , ; SEE PL
/ ! \i•~ ~ % ~ r. / ~ 4 r\`•~'~`/`\~ r ~ rya/;,;~^~' ~ ~ r •z/'tip,/~'~ ; F / 7. TOP 6" OF SUBGRADE BENEATH CURB AND GUTTER SHALL BE COMPACTED TO 1e• RAOIUs
1009 STANDARD PROCTOR DENSIT`f. s 1/2' RADIU5
COMPACTED CONTROL JOINT SUBGRADE 1/2" EXPANSION JOINT AGAINST
" BASE COURSE ALL RIGID STRUCTURES (SEALED) 6 COMPACTED AGGREGATE 3' RADIUS 1/B' RADIUS ~ 3/4' ~ 6 1 2'
RADIUS . 1/8' RADIUS
COMPACTED SUBGRADE . 2.0% CROSS SLOPE MAX a a 1/B" RADIUS ,
4° CONCRETE 0 Q
~D`=WA'~.K - ~ 1 ~ ~ 1 3/4" RADIUS y . o ~ 1`
" 1 /2"' PREMOtDED NOT TO SCALE 1/8 TOOLED „ ~ ~o a na ~<c n d n d
RADIUS TYP1 1 2 EXP. JT. MATERIAL RIGID " ( / ; 2'-0 ',-6.
1 1 2 SURFACE COURSE WITH SEALANT UCTURE / - / STR NCDOT TYPE I-2 TE ::~:...,:~:-•::;_•-:E;::::~:_~ NOTE: LOCA I ~1'-6
. EXP. JOINTS ® ,....,.i - . _w, . - 'MOUNT'ABLE CUFF AND Gllt'TER 2'-0' ROLLED CRIB AND C,~IITTER
TACK COAT ~ <.~,....;.,;.,....i,t 30' TYP. OR AS ~ ) 1'-6 STANDARD GURH AND GUTTER r 6
" ~ : .INDICATED ON 1/2 EXPANSION 3 BINDER COURSE ~
PLAN JOINT NCDOT TYPE H
X- X ~ A CONTROL JOINT 1" DEEP WITH 1 8" RADII SHALL BE REOUIRED IN" THE CONCF -3E- A. N THE CONCRETE SIDEWALK
AT EQUAL SPACES AS DELINEATED N SITE LAYOUT PLAN. C?NE 1 2 EXPANSIOD '2" EXPANSION JOINT WILL " EXPANSION JOINT WILL NOT TO SCALE
BE REQUIRED AT LOCATIONS SHOWN ON 51TE LAYOUT PLAN. A 1 EXPANSION r~~ ~ ~\,~fJ S ANY RIGID STRUCTURE. A SAWED SCC r A ; ~ h:<~ \ f ~ CONCRETE W/ WWF BE REQUIRED WHERE THE SIDEWALK JOIN A SAWED SCORE JOINT MAY
>.~E~`~ x~'=y~\,~° , ;`'~~~~'~`"k'a^"""~~~~vS~F:' I%~~~%/~~/r`~:-~'~;', '~;f WWF BE USED IN LEIU OF EXPANSION JOINT EXCEPT AGAINST RIGID STRUCTUR , , } ~ ~q~~,~~~~a ,,~e,~;; V,;~~.,A~`,`. ,,v%y v,~v.vy~; y~ W6x6 x W1.4xL4 CTURES.
~ ~ ~ ~ AT LEAST 3600 P.S.I. IN 28 DAYS. ~ ..,M~ .z=,~~ ~d ~,r2T'~'~~f~s~j~ f~fi~rgt \r r,
~ , ~ ~ x, . , . r\:~r ; B. ALL CONCRETE TO BE ~ ~H~ ,B.
- COMPACTED " SIDEWALK ABUTS CURB AND GUTTER ;~;;,/;,~:,/:~,~.~!:~r;~ C. 1/2 EXPANSION MATERIAL WHERE .,v ~v•.. SUBGRADE fTER~ BRICK ROW LOCK 12'-14' 3'-6"
- f,\,~.:\'-rr~/ D. CROSS SLOPE SHALL NOT EXCEED 2.OX MAX. 15'-16' 4'-O" " 12 BOND BEAM W/
17 4 -6 2- 5's CONT.
,
" CTED AGGREGATE BASE COURSE 8 COMPA :1 9 GA. HORIZ. JOINT
COMPACTED SUBGRADE • ~ REINFORCING ®16" O.C. x ®48" O.C. LAP 2'-8" AT SPLICES
a ~ ~
o #5's VERT. CENTERED IN ~
NOT TO SCALE o ~N ~t® GROUT FILLED CELL Q~.,,,.....~... , ~
NOT TO SCALE cv C1. ~D ~
:o _ „ ;W ~
' E PLAN 6' 6 SE FACE BRICK TO MATCH BUILDING 885 ~ :w
6" 6" REFER TO PLAN FOR TO PLAN FOR 12' ~ ' Q
ACTUAL DIMENSION 3 e ~L DIMENSION
DOWELS ®4' O.C. ~ ~ CENTER IN GROUT. FILLED ~
1 S o_ CELLS.
4 -0
o ..........___....W....._.._.....~..._._..._....____.__..._._....._..__ . 12" CMU BLOCK _ - - ~ GRADE
w CONC. STAIRS BEYOND I.. ~ - . j I : f , fit ~-rl~.~. 4. 17 ~ . . .
• V..._.~._...... o ZTII ,mm r.:-r~....~ #4's ®1fi" O.C. ~t I _ _ . . T~
SLOPE 1:12 SLOPE 1:12. 51DEWALK o SIDEWALK ~ ~ W r ~ ......:i~ I~~ ~ . T ..e l'"'IEi._
. w° _ ; i - ~ , . , ~ ~ Co orate Hea carter 3000 PSI CONCRETE ~ q ~ o r
~ . a . t . a ~nston-Salem NC ~ . ~ W r .f . ~ ~
~

V" I I ~ . ~ a t.......... ~i I tom....., ~ I,.~..` 1 ~ .....E I ' , ~ ~ - I,I < #5 s ~ 12 O.C. HORIZ., CONT. ; ~ ~ - 9 r....._ i : I-~ I^-'i ' i
-i ~ E____i I I.""-.-i I I-~-~_ i'-i i i ~ ; W_..._I~ j ~ ~ E ~ ~ ~ :::I ~ ~ i~ 1'-6" E0.
~ ' ~ t i ~ _ k I ;.~~i ~
SIDEWALK ~ L.......... ~ a . , I I.,......., I i I" ~ ; I~ i I j~ ~ ~ 'B'
~1 I I~~ ~i ~ FACE OF CURB i-^^ ! E^-j-- . I I I I , PRACIPALIIrgiARGE
PE ~W:! ! 1:12 W i ~ ! E s~oPE 1: sto , ~ SECTION B-B 12 N B- B ; ; , , , dun Gamble
ALL PAINT SHALL BE WHITE ALKYD-RESIN A
ADY MIXED COMPLYING WITH TYPE, RE PRO)8Cf Mdt4AGBR
FS TT-P-115, TYPE I, OR AASHTO M-248, TYPE N David Powlen
DRA1Y~ BY
ASPHALT PAVING 1 z• 1' SPACE (TYP.) 2X8 STRINER Adam Kraynak (MIN.) 'IX$ PLANK TYP. 6X6 POST
( )
n~eecc+c?cn ~?r?rCC~IRI ~ ~111FW~1 K n ~ ~ _-.-M.
ucrn~u~w r?v~.~..v~~~~.~ • " ` ~ T TO SCALE
NO NOT TO SCALE 6--o" O.C. (TYP.) r
6„ 2._p" c PLAN VIEW
6" i
lV
' 1 2" RAD. . ..r., ...Y.. .fy.,.l... _...Y...j. Y...t._ y..~ .y..,;. i~y,l.., ...,~.f UT } 1}g f F t 1 tf r I i i i t i j a s:! 1 I: i I t 1 :1i . l l f { 2x8 STRINGER
3" RAD. . Jim ( ;I I jj I ll.~ r .I i {
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: 12" + w 'a . t } i li h : ~ 13 f t . f ~.1' I
i : : ( I I ! ! € (l i I 1 " ANGLE IRON ATTACHED WITH WOOD SCREWS { ~ I I ~ . 4 : I
8 STD. STEEL POST, FILL ; • • + + • ~ 111 jj; • . 1 ! t to , t •
WITH 4000 PSI CONC. -a j ' 1x8 PLANK BAR NOSING
iEj- FIELD PRIME & PAINT
3_p ;Ii~...- - r j! i} I i! i' : 3 ! 1 f 1x8 PLANK COMPACTED EARTH W/ 4 COMPACTED i I • ; ~ I j j ! . ' : I j f
STAIR SLAB j STONE UNDER ....,.....TTACH WITH WOOD SCREWS
M ~ tIE;. .....E , T D.C. EACH WAY 2X8 RAIL, A ii /4 BARS 0 10 iiiANGLE IRON ATTACHED WITH WOOD SCRE
il'
. . ~ ~ tl~il° j I?If tj j~ j ! #!'I ~ij !I Illf t' i 1'i 1
NOT TO SCALE u
( I;
J _:i,i~'EI, I ~ EXISTING GRADE SITE
E.........,., j.,........._ i ; 3.,.._....... ii i FQ- :E::~_ :;--t;j. M,;. € • rcv ~ r 9 RISERS 0 6 E I E• !r, ^
PSI ; ' j............ I~ 4000 : _ t : , i L..~ BAR EMBEDDED MIN. 24"' 8 TREADS 0 12' n I DETAILS
. FOOTING L......_..., Z I:°:::.:::) ::::::':I CONC C s - " MIN. 2 PER WHEELSTOP) ; I j I CONCRETE FOOTING
, I.._-_; Y 2 s ~ SECTION 4 g SECTION A-A 31i -
t k t ( i.... Q .
j.... ...........E ; j - U
r t ..........-I 1` COMPACTED SUBGRADE
p i NOTES:
x COMPACTED i ''y L.. I' ,,t F. 1. STRUCTURE MATERIAL TO BE OF PRESSURE
SUBGRADE _ > ; E TREATED SOUTHERN YELLOW PINE. 132-6958-00
E ~ i_..... i E_.._.3 3 . ; LON x j... i ....E j'; t_.__.'", E j.._mm t i
t , , ~ ; PREMANUFACTURED L..........- L.......E ~.....I p 1 i . I -..t CONC. WHEELSTOP 2. SIDING MATERIAL TO BE OF WESTERN
CEDAR W/ WATERPROOF STAIN/SEALER.
COLOR TO BE SELECTED BY ARCHITECT.
:I
WOOD SCREEN FENCE .1218 03 C802
1/211
SCALE NOT TO SCALE NOT TO NOT TO SCALE
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PRIMED & PAINTED
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I
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
2. CONTRACTOR TO COORDINATE LOCATION OF TRANSITION
Truliaat
carter rate Head
Co 0 q NOT TO SCALE
~nston-Salem NC W
PRIIrCIPAL IIv CFLIRGB
Jim Gamble
rxolecrmnr~ra;~x
David Powlen
DRA1iR~ BY
1 nnnnnern Ab Q urn~mo~r
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FUTURE SIDEWALK CONTOUR LINES SIDEWALK BEYOND
w NO. REASON DATE
t o ` 6' MIN. CURB AND GUTTER
r ~ SIDEWALK ASPHALT PAVING
cn ! OENO~TO w ~X(I ED `12:1
.
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0' 6'-0" SECTION A
VARIES FACE OF SEE PLAN CURB
Ply `p>>
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(q FULL CURB
HEIGHT
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ETAR S D
ISOMETRIC VIEW
ELEVATION OF CURB DROP
II
132-6958-00
( ACCESSIBLE CURB RAMP 121803 3)-' C803 NOT TO SCALE

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4--MYRICA CERIFERA PLANT 1.19T
5-NEWE STEVENS HOLLY BOTANICAL NAME COMMON NAME ~1ZE SQ4I BE~dA@K~
JS~.Y
Mp V 20-ELAEAGNUS PUNGENS ~FRUITLANDII' MAJOR TREES
^ \ v.
n4' r^A\ , Acer rubrum "October Glory' October Glory Mople MIN 15' HIEGHT AND 3" CAL B+B 2-ACER RUBRUM OCTOBER GLORY' AROG 68
k11N 15 WIDE TO INCLUDE 2 DECIDUOUS TREES, 8 EVERGREEN TREE ~ ~ MIN 15' HIEGHT AND 3" CAL B+B UPMTF 26 Ulmus parvifolia Bosque Elm
1D "r: AND 20 EVERGREEN SHRUBS , K 3807 LOT 25 " MIN 15' HIEGHT AND 3" CAL. B+B
TAX BLOC ~`tH SEE DETAIL FOR PROVIDED BUFFER YARD MATERIAL AND QUANTITIES , ZSGV 49 Zelkova serrate Green Vase Japanese Zelkova
-SALEM ~ MIN 15' HIEGHT AND 3" CAL, B+B QPH 16 Quercus phellos Willow Dak w w w. l i t t l e o n l i n e. c a m
OF WINSTON ~;r CITY v MIN 15' HIEGHT AND 3" CAL B+B
RS_ g ZONED ~ ~ ONE DECIDUOUS OR EVERGREEN TREE PER EVERY 2,500 S.F ~ ~ PYYC 14 Prunus yeodensis Yoshino Cherry Tbia drmeing and !fie derigrr rbewn are the propety
OF MOTOR VEHICLE AREA i ti2 c ` Ilttle D' d Anbsrettural Corunih'n ~ BUFFER YARD ~ ~ 8•
~6 _ - - + - c
,3 ~ MOTOR VEHICLE AREA PROVIDED 3t 7,672 S F _ _ - ~ - - - 0 0 \~G - 2 S.F. 500 = 127 TREE5 ~ % ~ ~ ~ - B+B reprodnckon, copying or other rue of thir drawing 12 Mica cerifera Wax M le MIN. 8 HIGH \ yr wifbonr their written roruent is prn6ibted and any
~ TREES PROVIDED - 317,67 / 2, r ~ ~ ~ g / ~ ~ I MIN B' HIGH B+B infnirgementwillbtrabjerttolegaladion.
~Q R 12 Ilex X Nellie Stevens Nellie Stevens Holly
i ~'i .q MIN 15' HIEGHT AND 3" CAL B+B Q iittle2003 5 Acer Rubrum October Glory October Glory Red Mopie
\l'° ,p7, 4D E , ~ " CONT.
Kao ~ ~ , .07, ~ .i 1.11 Elaeagnus pungens Fruitlandii Fruitland Silverberry MIN. 24 -30
~7 j i ~ White Pine MIN. 8' HIGH B+B 22 Pmus Strobus
.
W, ~ S, , e
71.7 , , , , , <,r .r. ~ , l S . A
N,,....~ ~ , C~`U~~Jii ....ice, U. ` iF 1 a~~~~j~CC;~
~ a~Aa „ N ~ \ A l 1 a.,~a. r,,. ~ T ~L PLANTING MATERIAL PER 100'
, .~j t
j i SCALE: 1 = 20
i ~ ~ ~ EMENT a' ' ~ R EAS i~ ' S[L{~WE \ ~ i ; 1 r l ~ l
F: i l Nt,TE~ f~11QATi0N
I \ x I °aa~° ar~~°. ff11.~ .~cr^.~~a Atl C `~l a,. 1. CONTRACTOR IS RESPONSIBLE TO REVIEW ALL UTILITY LOCATIONS
~Y/ W'AGC~¢23ipMOn yhj a8.y~' l I Tai O ~a~yGnadcF qA p~.fSF~ , I V i 4 fl U~ ~ 1. CONTRA F I RIGATiON SYSTEM. CONTRACTOR PRIOR TO EXCAVATION OR MATERIAL INSTALLATION. 1. CONTRACTOR SHALL VERIFY THAT AVAILABLE WATER PRESSURE IS ADEQUATE OR R
c ~+~J •"N 11i SHALL VERIFY IN FELD PR10R TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE LANDSCAPE 2. ALL LANDSCAPE MATERIALS SHALL BE IN ACCORDANCE WITH
a*R i _ ~ ~ ARCHIII I ~ o 4 ' ARCHITECT OR OWNERS REPRESENTATIVE. THE 'AMERICAN STANDARD FOR NURSERY STOCK AND SHALL BE
Z s`, I c A~ ~t ''i 2. GONTRI M NTS INSPECTED PRIOR TO PLANTING. MINIMUM TREE 51ZE AT PLANTING 2. CONTRACTOR TO PROVIDE IRRIGATION LAYOUT DESIGN TO ARCHITECT FOR APPROVAL. SEE IRRIGATION REQUIRE E F SINGLE STEM TREES , ALL MULTI--STEM
~ ~ m ° ` I ~ PARAGI x m r a; IS 3-INCH CALIPER (OR ) PARAGRAPH.
Q ~3 ~ G7 PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL
xt 3. CONTRI I ~ 3. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF WATER METERS, BACKFLOW PREVENTERS, VALVES, ELECTRIC WIRING
~ '1 y FOR TH I ~i \ ,ti , , FOR THE IRRIGAl10N SYSTEM, ALL SLEEVING, ALL FITTINGS, ADAPTERS, ETC. TO COMPLETE THE IRRIGATION SYSTEM. 3. CONTRACTOR IS RESPONSIBLE FOR SOIL PREPARATION, ADDITIVE OF NUTRIENT AND FERTiUZA110N PER TESTING A5 OUTLINED IN
I ~ ~ ~ v 4. CONTRI 4. CONTRACTOR SHALL AD~1ST ALL HEADS IN FIELD TO INSURE MAXIMUM COVERAGE, ELIMINATE OVERTHROW ONTO PAVED SPECIFlCATIONS.
~ ~ ~ F' i ~ ' AREAS, t AREAS BUILDING AND WALL SURFACES. LOCATE HEADS 3" CLEAR OF ALL HARDSCAPE SURFACES.) ALL AUTOMATIC (
x I ~ VALVES r ~ \ ; ~9 VALVES SHALL BE INSTALLED IN A VALVE BOX AS SPECIFIED. COORDINATE SLEEVES WITH GENERAL CONTRACTOR. 4. IF ANY DISCREPANCIES OCCUR BETWEEN QUANTITIES OF MATERIAL
~ 1 ~ it ~S, ~ 69' / 5. CONTRA SHOWN ON THE PLAN AND QUANTITIES LISTED IN THE PUNT UST,
\ f~ ~ ~ ? . a s ~ ROOT 5. CONTRACTOR SHALL COORDINATE PIPING LAYOUT WITH LANDSCAPE PLAN TO INSURE PIPES DO NOT INTERFERE WI THE QUANTITIES GRAPHICALLY SHOWN ON THE PLAN SHALL TAKE ROOT BALLS OF TREES OR ROWS OF SHRUBS. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT OR 0 PRECEDENCE,
PS ` ~ 7 ~ ~ , .~f ~ F gyp' SSS~ sp' ~ REPRE; REPRESENTATIVE.
5. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND
; I , ~ M..,~ f r;. CONTRr \ 6. CONTRACTOR SHALL VERIFY THAT ALL PERTINENT LOCAL AND STATE CODES ARE BEING OBSERVED. ROTOTILLED INTO TOP 12" OF SOIL
r. 1 7. CONTR. 7. CONTRACTOR TO PROVIDE THRUST BLOCKS ON 3" MAIN AT ALL BENDS AND TURNS. 6, CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY SOIL CONDITIONS
~ ~ '1 , .~~R;~A~ THE CONTRACTOR CON~DERS DETRIMENTAL TO PLANT GROWTH.
T OWNSTREAM SIDE OF BACKFLOW AND AT HYDRAULIC CONTROLLERS. 8. PROVIDE GATE VALVES A D 7. PLANT PITS SHALL BE BACKFILLED WITH SOIL MIX CONSISTING OF;
ONE PART BY VOLUME OF COMPOSTED DAIRY COW MANURE WITH
"'~~i ~ THREE PARTS QUALITY TOPSOIL
~zl t~~~`~ r i ~ ~ , t ;l, B X \ I , ,,ti
~ ° ~ ti , ,~~,';tr;, ~ .d~~ ~ A _ •M i ~ ~ r l~+ rr 2 Tp ~ V 8. ALL PLANT BEDS AND NEW TREES SHALL BE MULCHED WITH 3"
_ . THICK LAYER OF PINE BARK MULCH,
' ~ 11 ~ . ~ Y 2 ZSG oc CONTRACTOR IS RESPONSIBLE FOR THE SOIL PREPARATION AND
SEEDING OF ALL NEW LAWN AND DISTURBED EXISTING LAWN .AREAS.
r j~ ~ t i 1 • ,L /`r
t i , ° . ti~ ~ AROG SAS ~ 10. ALL STRAPPING AND TROP 2 3 OF WIRE BASKET MUST BE CUT AWAY / AND REMOVED FROM ROOT BALL PRIOR TO BACKFlLLING PLANTING PIT.
.r. ' t ~ .iiL i r , ,r' 1 ~ REMOVE TOP 1 3 OF THE BURLAP FROM ROOT BALL
IRRIGA , r ~
8 r r c ~J~ yp ! SLEEVE CT Ir~ j r'' \ ,.r .,.ti .r" . 'i.ti 11. FOR PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND
I ZSGV ~ , z CONSTRUCTION BEDRIS; REMOVE COMPACTED SOIL AND ADD 24" OF NEW
f l 3 ` r 'a 1 ~ 2 1 ~ E \ AROG TOPSOIL -OR- UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL TO
~ r' 1 j 3 MEET TOPSAIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 200 SQUARE FEET PER TREE).
8
{ ! ` ,~M `'f ~ ~ S' \ , ° 2.2 , - 12. LARGE MATURING TREES MUST BE A MINIMUM OF 25 TO 30 FEET FROM THE
i r f ` ~ OVERHEAD DISTRIBUTION OR TRANSMISSION UNES. IF TREES CONFLICT WITH ~,m
` t OF POWER LINES OR SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
I l r _ 9 ~ ~ • 50, %r; ~ r ~ i ( 1 ! I `r 36.8 , 2 W 8~ 6. ~g2 ~~Q 13. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT
~w_ 3 °r .513 ,~r ~ 1 .i~,51 ~ MINIMUM OF 15' OFF SEWER AND STORM DRAINAGE UNES; MIN. 10' OFF GAS, S 91ti ~
'I i ; ~ i a AROG fig. ~ WATER, TELEPHONE AND ELECTRICAL UNES.
r ? r' r,~ r _ r 4 . ~ ~ ~ ~ , z 12 r„ QPH QPH QPH - .w.. r 1 ~
14. IN ADDITION TO THE SOIL MIXTURE, LANDSCAPE CONTRACTOR IS RESPONSIBLE
.'rSj _ i( d Z ~ ~,;,j 1.~ r- y V~ , ti SSARY SOIL AMENDMENTS ~ ~ FOR PROVIDING AND INSTAWNG ANY NECE
y vA ( /Y ~tiy` ~ ~ AS INDICATED BY SOIL TESTS, AS WELL AS, AN ADEQUATE DRAINAGE SYSTEM FOR ~ S ~
_ i ~ 3 , ~ • ° ~ PLANTING BEDS, LANDSCAPE CONTRACTOR IS RESPONS~BU: FOR X58.. PROVIDING AN ENVIRONMENT SUITABLE FOR 1NE GROWTH OF HEALTHY PLANT
y ~ F ~ MATERIAL REFER TO PLANTING DETAILS FOR INFORMATION ON PLANTING BED
' ~ ZSGV AROG r y / ' r ~ ~ ~ ,~~,•.~w PREPARATIONS. ~ ~
I ~ ~ MUST BE PLANTED IN CORRELATION WITH .THE APPROPRIATE 15. ALL PLANT MATERIAL
ri r I 4 ~ ~ .ere' \ 3 i' Sir ~ i S,,.~ ~ ~ ~ ~V,, ~p " IREMENTS.SOME PERENNIALS MAY C 2 GROWING SEASON OF INDIVIDUAL PLANT REQU ~ls,,,,!~R® ~ ~
i ~ r,~ ly ~ I ~ - UPMTF , ~ i t 9 ~ ~ ~ ~ ~ RE UIRE A SPRING PLANTING IN .ORDER TO SURVIVE A FULL. WINTER DORMANCY. ~ •''os"'°•••.~
,`b • AROG GENUS SPECIES AND VARIETY OF .EXTERIOR PLANTS cw ~a:
N•, 18. PROVIDE QUALITY, SIZE, ,Q . 2 APPU LE RE IREMENT'; IN ANSI 260.1 ~ ~~5 ' INDICATED, COMPLYING WITH CAB QU ,
~ ~ r~ r""..,.. 3 ~ 1 i ZSGV r ZSG? / ~ t r r ~ ~ 1 1 ~7. ~ r 1 `f / E AMERICAN STANDARD FOR NURSERY STOCC'
, f 1 rx 4 I 3 ° ~ f ~ E ~ r ( ~ . I ~ ~
~ ~ ~ SLEEVE (TYP)
t r t ~ i" i ~ ~ l w AROG ~ .8~ AA
.
AROG PYYC t r~~ i lc:.r~~~ r ~ r ' ~ SEE DRAWING L201 FOR PLANTING DETAILS AND IRRIGATION SLEEVING DETAIL y 2 r $ ~ 68S ` . .
'Y ZSGV ' 9 / ! ,3 j ~ ZSGV
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~ ~ Winston-Salem NC . ~ ` . ~ ~ .
:-i:: ZSGV ~ ~ 4 a . .
,,w........._-- \ 3 ~ ~ / A , _ - s• lu ~ , • _ - . t - I } _
.,,ti, / ~ ! 1 ! ~ ti ~ ~ • I' . -
z ~ ~ y I 1., ~i ~ ~a...._,. ~ ~ ti ~
J ~ f ! ~ PH s i 2 ZSGV
, i, _ ~ 2
QPH , # ~ g . ,l g PRACIPAL Ih C,Ffh1tGH
~ , r ~ t ~ n~4rnv ,
S B ~ r 0 f QPH a iT t ' ~ j T~ f ZSGV ~ P&DJHCf b1MiAGHR w _
~ ..~r ~ w, ~ ~ ' E .1 t F . ~ j 2 ' ~ 2 ~ _ d P 1 ~ , ~ Davy ow en
y` :.r..::c:l:'"1:».....~ „fir ° ~ / ti~ ~ `-.r.;a X10 +ro ~ ' ~ - . .
F . am A. Kraynak
1\`.. w.... 2
r YPH NO. REASON DATE
x _4
SGV SGV f'„
63 3M / W \ ZSGVi; r~
o f~ S ti, r•, W ti 2 ZSGV M
\ ~ , IRRIGATION F
xa SLEEVE (TYP) ZSGV
9 ZSGV / A? t '
2
7hoftUGHF ARE 0 -VERLA AROG
OR' j Y SUFFE7R Y AROG
r 5p7
d O a I w ) 1~,`
o r SEVOER AROG ~ f ~ w 6' .
EASEM ~ I
f TREE PLANTING f t f ti_....
a m BUFFER YARD
C .
N79-08.0,3. 389.37' • i • f:~' ~ m PLANTING PLAN f ~ ~ f ~t Q f F i
r CONC MO WITH ISK , v _ 20' ROUGHFARE 0VEIRtkY BUFFER,
- - - - - - - -
/ app 260.16 S89'4 . W
WES ML
132-6958-00
i 40 20 0 40 BO
TREE PLANIING/BUFFER YARD PLANTlNG PLAN / -
SCALE; 1" = 40' 7%mrmm%mmmj f 12 18/03
SCALE 1 40 L101
I

12D'
BLACk RUBBER 120'
HOSE
120' 120 ~ PLAN ROUBLE STRAND
12 GAUGE WIRE
j,. NOTE: 120' 120'
1. FINAL TREE STAKING DETAILS w w w. l i t l l e o n l i n e. c o m
AND PLACEMENT TO BE
~ APPROVED BY OWNER. NOTE: Thin wing and tba dedgn rhemn me the properr~
2.CONTRACTOR SHALL ASSURE t. FINAL TREE STAKING DETAILS ofLitdeDiedArrbitecturalCmuxlkng. The
PERCOLATION OF ALL AND PLACEMENT TO BE rgprodxdion,copyiagorotberanoftbirdrouring
W T PR10R TO R. PLANTING PI 5 APPROVED BY OWNE a=ithard their avitlrn mnra~t a prvbibitcd and a~
INSTALLATION. M entwiJJ6e ~ctto !action. 2.CONTRACTOR SHALL ASSURE '~a
PERCOLATION OF ALL 1 " ®Little 20D3 ~ ~ ~ PLANTING PITS PRIOR TO
tiu ,\n' ~ 3.IN SEMI-IMPERVIOUS SOIL CON- ` INSTALLATION. DITIONS, ROOTBALL SHALL BE '
`j'V~# 4° ABOVE FINISH GRADE.
FLAG LOCATION OF END OF SLEEVING ~N' COORDINATE WITH LANDSCAPE PROTECT TREE TRUNK WITH
K RUBBER HOSE ARCHITECT PRIOR TO SETTING r. BLAC
HARDSCAPE MATERIAL-(ie ASPHALT PARKING & W J ROOTBALL ELEVATIONS. 10 GAUGE WIRE WITH
ROADWAY OR CONCRETE WALKWAYS AND DRIVES . o W = PROTECT TREE TRUNK WITH ' GALVANIZED TURNBUCKLE
2~ V lil f!1 = BLACK RUBBER HOSE ~~,I " 3 MIN. OF HARDWOOD MULCH
~ X ,i DOUBLE STRAND 12 GAUGE WIRE ~
Q Z f5<:~: J ~ WITH GALVANIZED TURNBUCKLE, Aa ~ - SHOP
" 0. Q' 12 MIN. ~ ATTACH WHITE PLASTIC FLAGS 3•,1 I..
w ~ w Q OR APPROVED WRAPPING
~ w FINISH GRADE , J '.3. PEG SOD -0N SLOPES Fq i:: 3 MIN. OF HARDWOOD MULCH
U N ~ 11 OF 3:1 OR GREATER ( it 12 SOIL BERM TO HOLD WATER ~ ; E ~ '
..E W O f I~I~ ~i~i3' d' ~ fy. (6J , ~ FINISHED GRADE
Vii.. : i Q ..o~ ' ' J 'Ei THREE 2x4 STAKES 36" LONG ~ ~ ~ E ''i?;~ " ( ) ro ~ ~ ~ ..:~1 ~
I ( i i „ :1 f.• ie a ~.wu ~ w r~~t ~1"' t tE ~g1TT""^ I ~ ;e 'I ~ " t fk;' ~ .il i i....... _v~"fE E..~ ~ ~ ° b::~l ~?1 E EI w. f ~ BURIED BELOW FINISH GRADE . ~ ; ~ E THREE 2x2 STAKES (30 LONG) ~ . BURIED BELOW FINISH GRADE E , z ~ i
f ~ ~ ~ i . : ~ ~ ~~,t ~ ~ _ I , ~ Z i...... "I:.. c f ~ ~ ~ ' E ; ~ ~ ` B&B OR CONTAINERIZED
_ I X f J ~ FINISHED GRADE --.E ~ , ' ; t E t E ~E (SEE PLANT SCHEDULE FOR
a i;.:. .r. f ~ \ n t4 E ~ ~ ~ : B&B OR CONTAINERIZED - ' Y . ~ ' ROOT BALL REQUIREMENTS) ,EE r
~ ..m., ~ ~ 3 ~ 1 ~ f E 1 ~ . ~ SEE PLANT SCHEDULE FOR
,1 ! GYP .t ROOT BALL REQUIREMENTS ~ ~ ` PREPARED PLANTING SOIL ~~i ~ CUT AND REMOVE BURLAP ~ , ; ~t , - AS SPECIFIED
~ 1' , ( , , FROM TOP 1~3 OF RDOTBALL)
. r: -
SCARIFY SIDES OF HOLE ~ I':'.::', t I , , t- i TO 4 DEPTH MINIMUM , , ; 3 , ~
ri3... ' ~j4......E I I~ ' AEI i:.::
PVC PIPE-SEE PLAN FOR SIZE OF SLEEVE ~ ~ E ~ _ ,...,..,iii-~-•J. i ! > , , i i°- i 3 i ! ! ~ PREPARED PLANTING SOIL { ~ ,W._,I ~ i.... '...~.E ~ ~ ~ I .}_E,. AS SPECIFIED 1
al ..~j:. ~ I _ _
_ _ CAP ENDS OF SLEEVES COMPACT PLANTING 501E I
BENEATH ROOTBALL
NOT TO SCALE NOT TO SCALE NOT TO SCALE
3" MINIMUM OF HARDWOOD MULCH
3" MINIMUM OF HARDWOOD MULCH TO HOLD WATER SOIL BERM
c SOIL BERM TO HOLD WATER EXCAVATE EN1iRE BED SPECIFIED
FOR GROUNDCOVER PLANTING BED
~ EXCAVATE ENT';RE BED S'PECtFi~ TO A DEPTH OF 12"
e~ iik:;p ' II :f . : ~,dS ` lE :El1i I c:? I" I ~ ~ ~ ~ FOR GROUNDCOVER PLANTING TO " FiN15HED GRADE
'~E' T 1Ea v r A DEPTH OF 12 Opti ~ ,
r ' f•` i f 3 FINISHED GRADE lil~~il I''ha ~:E.
,'n ~•E . .'n it lE~, E:,. l',, ','Iji-..~,
~ . i S
W, L.......i, jj ~ y ' . ~
~ ~ ~ 3 .......I ~ ~ ii
:t~ I 3 - ~ , I .....E ,r~
l.: ~.r ~ ~ f.......E, ! ~ , ~ ~ ~ ~ ~ _ I I ! `~w PEG 50D ON SLOPES E w ~ ...,E a , ^ l j i ~ OF 3:1 OR GREATER
.~,i te. ..,3 . = ESE ~ SCARIFY SIDES OF HOLE ~u, ~ I,..... Ei
.~.......f;......:. • € .............._I ' TO 4" DEPTH MINIMUM ` ' SCARIFY SIDES OF HOLE
iv`" ~ I r _ ~ . .....i i B&B OR CONTAINERIZED - ~ 6,:'; ' ~ ~ I,:•~-~ TO 4 DEPTH MINIMUM ; b
i i....... .._._...i t _ l ~ SEE PLANT SCHEDULE FOR ~ ~1 + ~ I A ~ R CONTAINERIZED
4... ~ 1 ROOT BALL REQUIREMENTS ~ SEE PLANT SCHEDULE FOR BURLAP ~ ~ , I I E: CUT AND REMOVE ,
6 ~ ~ ..:.._E E r......., , ( , , , _ .,f, ROOT BALL REQUIREMENTS) FROM TOP 1/3 OF ROOTBALL) } ,II
TSP. I NOTES: i ..,.:..,;:;_.:..E.::.., PREPARED PLANTING SOIL _ r
1.CONTRACTOR 5HALL ASSURE PERCOLATION PREPARED PLANTING SOIL ; € i ~ ...I ~ { ' I F I AS SPECIFIED. NOTE: WHEN A5 SPECIFIED. NOTE: WHEN " ~ ..:..:.........._~',11= rvvt ,.,y: ,.;..f I
OF ALL PLANTING PITS PRIOR TO INSTALLATION. • ~ , GROUNDCOVERS AND SHRUBS GROUNDCOVERS AND SHRUBS 6 ' ~ I:::°::: E':== ` USED IN MASSES ENURE BED
I USED IN MASSES, ENTIRE BED TYP. VAT ~ TO RECEIVE NOTES: TO BE EXCA ED
2.IN SEMI-IMPERVIOUS SOIL CONDITIONS (AND FOR TO BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLANT
N ALL AZALEA PLANTING), ROOTBALL ELEVATIO ANT 1.CONTRACTOR SHALL ASSURE PERCOLATION PLANTING SOIL AND PL MATERIAL MATERIAL OF ALL PLANTING PITS PRIOR TO INSTALLATION.
SHALL BE ; 2" ABOVE FINISH GRADE. COORDINATE COMPACT PLANTING SOIL
WITH LANDSCAPE ARCHITECT PRIOR TO SETTING ~ COMPACT PLANTING SOIL _ LL BENEATH ROOTEALL 2.IN SEMI IMPERVIOUS SOIL CONDITIONS, ROOTBA
ROOTBALL ELEVATIONS. ~ BENEATH ROOTBALL ELEVATION SHALL BE ;2" ABOVE FINISH GRADE.
COORDINATE WITH LANDSCAPE ARCHITECT CA R®
PRIOR TO SETTING ROOTBALL ELEVAT10N5. ~ d. sc° ~ •:9
~5
NOT TO SCALE NOT TO SCALE
C p~~
120 ?8' 3
BLACK RUBBER NOTES: Trultant
HOSE 120' 120 1.FINAL TREE STAKING DETAILS AND PLACEMENT
DOUBLE STRAND ~ TO BE APPROVED BY LANDSCAPE ARCHITECT. CO orate Head carter ~ q
12 GAUGE WIRE r 2.CONTRACTOR SHALL ASSURE PERCOLAT10N IriSt011-Salem NC
' r; ; OF ALL PLANTING PITS PRIOR TO INSTALLATION. NOTE'
1. FINAL TREE STAKING DETAILS , 5EE SPECS SECTION 02925 PART 3 EXECUTION.
AND PLACEMENT TO BE ' . 3.IN SEMI-IMPERVIOUS SOIL CONDITIONS, ROOTBALL APPROVED BY OWNER. ~ ; M' a~•• 2" ABOVE FlNISH GRADE.
ELEVATION SHALL BE
Z. CONTRACTOR SHALL ASSURE ~ ~ ~ COORDINATE WITH LANDSCAPE ARCHITECT ~ ~ ; „ PRIOR TO SETTING ROOTBALL ELEVATIONS.
PERCOLATION OF ALL PLANTING PITS PRIOR TO ` ~ ~~t ,
INSTALLATION. '"~j '~f
t` ; t ~ PAIICCB?AL Ev CHARGE f ~ °T.~ f _ ~ PROTECT TREE TRUNK WITH 1
3. IN SEMI IMPERVIOUS SOIL CON- f Jun Gamb e i ;f DITIONS ROOTBALL SHALL BE ~ ~ BLACK RUBBER HOSE ~ p t
4 ABr r PROJECT 3fATiAGEA " OVE FINISH GRADE. DOUBLE STRAND X12 GA. WIRE
COORDINATE WITH LANDSCAPE F~ = David Powlen I
ARCHITECT PRIOR TO SETTING , ; ~f TWO 2x4 STAKES (8 LONG) t, ~ DAAO!'hBY
ROOTBALL ELEVATIONS. ' ~ 1 Adam Kraynak
h Y~
PROTECT TREE TRUNK WITH ' . No. Ranson UAlT
BLACK RUBBER HOSE
I II
DOUBLE STRAND 12 GAUGE WIRE 3" MIN. OF MULCH WITH GALVANIZED TURNBUCKLE,
1 SOIL BERM TO HOLD WATER _ FI ATTACH WHITE PLASTIC FLAGS
OR APPROVED WRAPPING ) FINISHED GRADE .
3" MIN. OF HARDWOOD MULCH
E . ,
SOIL BERM TO HOLD WATER mumm
" ..l 1.......ll• THREE 2x4 STAKES 36 LONG} I
{ _ ? " SCARIFY SIDES OF HOLE BURIED BELOW FINISH GRADE WW€ ' ...F~~ TO 4 DEPTH MINIMUM
- € '•5 € , B&B OR CONTAINERIZED
i E FINISHED GRADE ! - 3-- SEE PLANT SCHEDULE FOR
I....:... _ ° 3ry. f E B&B OR CONTAINERIZED _ d ROOT BALL REQUIREMENTS • I;:
TYP. j J SEE PLANT SCHEDULE FOR r> € (CUT AND REMOVE BURLAP
iJ ROOT BALL REQUIREMENTS I FROM TOP 1/3 OF ROOTBALL)
(CUT AND REMOVE BURLAP r I l PREPARED PLANTING SOIL k . .I .i::.: .s...: r°.:..i.
FROM TOP 1/3 OF R } . 1.. AS SPECIFIED.
Ilk t iW SCARIFY SIDES OF HOLE I . .::-I i l.! _
N} E TO 4° DEPTH MINIMUM I I COMPACT PLANTING SOIL I€ BENEATH ROOTBALL
PREPARED PLANTING SOIL 12"
LANDSCAPE AS SPECIFIED np,
COMPACT PLANTING SOIL DETAILS
BENEATH ROOTBALL
7 EVERGREEN TREE PLANTING DETAIL
4 MULTI-STEM TREE PLANIING DETAIL NOT TO SCALE NOT TO SCALE
1
132-6958-00
i 12/18/03 L201