20090544 Ver 1_Stormwater Site Plans_20100812

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Order # : 52932170.001
DUNCAN-PARNELL RALEIGH Page 1
PO BOX 10865
201 GLENWOOD AVENUE
RALEIGH, NC 27603
Ph : [phone] Fax : [phone]
Bill To: Ship To:
THE JOHN R. MCADAMS CO INC THE JOHN R. MCADAMS CO INC
6701 CARMEL RD NCDENR 401 OVERSIGHT & EXPRESS PERM
SUITE 205 2321 CRABTREE BLV #250 ANNETTE LUCA
CHARLOTTE, NC 28226 RALEIGH, NC 27604
Phone # : [phone] Phone # : [phone]
11:16:16 13 AUG 2010
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1 39 39 PLOTTING BOND 24X36 COPY PLOT
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Fuel Surcharge
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UEtm -WATER QUAU'n
WETLAiO AND STORgANTERBRANCH
Customer Signature
Date :
This signed receipt acknowledges that the above merchandise
has been delivered and /or received in perfect condition.
0q-
Since 1 979
FM-THE JOHN R. McADAMS COMPANY, INC.
August 12, 2010
Ms. Annette Lucas
NCDENR - 401 Oversight and Express Permitting Unit
2321 Crabtree Boulevard.
Suite 250
Raleigh, North Carolina 27604
Re: SilverLanding
Charlotte, North Carolina
IBC-08034
Dear Ms. Lucas:
?,??? 1 3 ?010
DENR OTER.pD{u ITY
WETLANDS AND slai ''W,'N BRANCH
On behalf of our client, Davidland LLC, we are submitting the final approved
plans for the above referenced project. These plans include the City of Charlotte's
approval of the required stormwater management plan in accordance with their
Post Construction Controls Ordinance. Stormwater controls were a condition of
the approval (DWQ# 09-0544) of the 401 permit for the wetland impacts on this
site.. A copy of that approval is included for your reference.
Please let me know if you have any questions or need additional information.
Sincerely,
THE JOHN R. McADAMS COMPANY, INC.

Brandon Pl?nlcett, P.E.
E

E
3
Director of (Engineering, Charlotte Region
Enclosures
Research Triangle Park, NC
Post Office Box 14005 Copy: Alan Johnson
Research Triangle Park Lorin Silverman
North Carolina, 27709 Len Rindner
2905 Meridian Parkway
Durham, North Carolina 27713
800.733-5646
919.361.5000
919-361-2269 Pax
Charlotte, NC
6701 Carmel Road
Suite 205
Charlotte North Carolina 28226 f
800-733-5648
704-527-0800
704-527-2003 fax
wwuar.joinrrncadams.com Design Services Focused Oil Client Success
HCDEMR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
Ms. Lorin Stiefei
DavidLand LLC
6707 C Fairview Rd.
Charlotte, NC 28210
Subject: Silver Landing Transportation Center
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Ms. Stiefel:
Dee Freeman
Secretary
June 29, 2009
DWQ# 09-0544
Mecklenburg County
You have our approval, in accordance with the general certification and those conditions listed below,
to impact 0.294 of wetland (drained pond) and 873 linear feet (If) (300 If "important") of unnamed stream to
Steele Creek in order to construct the project in Mecklenburg County, as described in your application received
by the Division of Water Quality (DWQ) on May 12, 2009. After reviewing your application, we have
determined that this project is covered by Water Quality General Certification Number 3705, which can be
viewed on our web site at http://h2o.enr.state_nc.us/ncwetlands. The General Certification allows you to use
Nationwide Permit Number 39 once it is issued to you by the U.S. Army Corps of Engineers (COE). Please
note that you should get any other federal, state or local permits before proceeding with your project, including
those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply
Watershed regulations.
The above noted Certification will expire when the associated 404 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. If you change your project, you must notify us in writing, and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter; and is thereby responsible for complying with all conditions.
In addition to the requirements of the certification, you must also comply with the following conditions:
1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact areas
has commenced.
2. All wetlands, streams, surface waters, and riparian buffers located on the project site where impacts are not
allowed shall be clearly marked (example- orange fabric fencing) prior to any land disturbing activities.
3. Culverts placed in streams/wetlands shall be installed "in the dry". Immediately upon completion of the
installation, water flow shall be returned to its natural course.
Mooresville Regional Office One
Location: 610 East Center Avenue, suite 301, Mooresville, NC 28115 NorthCarohna
Phone: [phone]ax: (704) 663-80401 Customer Service: 1-877-623-5748 //?r
Internet: www.ncwaterouality.or4 ?a`?uy?ll
An Equal opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
4. Mitigation has been proposed for the impacts specified in the table below. We understand that you wish to
make a payment to the restoration fund administered by the NC Ecosystem Enhancement Program (EEP) to
meet this mitigation requirement. This has been determined by the DWQ to be a suitable method to meet the
mitigation requirement. Until the EEP receives and clears your check (made payable to: DENR - Ecosystem
Enhancement Program Office), no impacts specified in this Authorization Certificate shall occur. The EEP
should be contacted at [phone] if you have any questions concerning payment into a restoration fund.
You have 60 days from the date of this approval to make this payment. For accounting purposes, this
Authorization Certificate authorizes payment into the restoration fund to meet the following compensatory
(COE) mitigation requirement:
Compensatory Mitigation
Required River and Sub-basin
Number
Stream 300 feet Catawba
Wetlands acres
Waters acres
5. Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable
instead of riprap or other bank hardening methods. If riprap is necessary, it shall not be placed in the
streambed, unless approved by the DWQ.
6. Storm water discharge structures at this site shall be constructed in a manner such that the potential
receiving streams (of the discharge) will not be impacted due to sediment accumulations, scouring or erosion
of the stream banks.
7. A final, written storm water management plan (including a signed and notarized Operation and
Maintenance Agreement) shall be submitted to the 401 Oversight and Express Permitting Unit (2321
Crabtree Blvd., Suite 250, Raleigh,,NC, 27604) within 120 days of the issuance of the 401 Water Quality
Certification. The storm water management plans shall be approved in writing by this Office (or local
approved delegated authority) before the impacts specified in this Certification occur. You have the
option of using the Express Review Program for expedited approval of these plans. If you propose to use
the Express Review Program, remember to include the appropriate fee with the plan. The storm water
management plan must include construction plans, specifications, storm water BMP worksheets, and
supporting calculations. The storm water best management practices are required to be appropriate for the
surface water classification and designed to remove at least 85% TSS according to the most recent version
of the NC DENR Storm water 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
(or local delegated authority). Also, before any permanent building is occupied at the subject site, the
facilities shall be constructed and operational, and the storm water management plan shall be
implemented. The structural storm water practices as approved as well as drainage patterns must be
maintained in perpetuity. No changes to the structural storm water practices shall be made without written
authorization from the Division of Water Quality.
8. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality.
9. Continuing Compliance. The applicant (DavidLand, LLC; Marc Silverman) shall conduct all activities in a
manner so as not to contravene any state water quality standard (including any requirements for compliance
with section 303(d) of the Clean Water Act) and any other appropriate requirements of state and federal law.
If DWQ determines that such standards or laws are not being met (including the failure to sustain a
designated or achieved use) or that state or federal law is being violated, or that further conditions are
necessary to assure compliance, DWQ may reevaluate and modify this certification to include conditions
appropriate to assure compliance with such standards and requirements in accordance with 15 A NCAC
2H.0507(d). Before codifying the certification, DWQ shall notify the applicant and the US Army Corps of
Engineers, provide public notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public
hearing in accordance with 15A NCAC 21-1.0504. Any new or revised conditions shall be provided to the
applicant in writing, shall be provided to the United States Army Corps of Engineers for reference in any
permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404
Permit for the project.
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 that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndl Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
for Coleen H. Sullins
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
Len Rindner

Upon initiation of impacts approved by the issuance of this 401 Water Quality Certificatian/Buffer
Aiitlionza6on, the applicant is required to return this notice (condition #1 per approval) to:
DWQ-SWP Section, Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Or
Fax to the attention of Alan Johnson at: 704-663-6040
ApplicantlAuthorizedAgent's Certification
hereby state that, to the best of my abilities, due `care and
diligence the approved impacts have begun to be constructed. The proposed impacts are to be
installed/constructed/completed within substantial compliance and intent of the 401 Water Quality
Certification/Buffer Rule Authorization, the approved plans and specifications, and other supporting
materials.
Date of initiation of Construction:
Signature: Date:
Title:
Certificate of Completion
DWQ Project No.
Applicant:
County: •-Ac
r J
Project Name:

Date of Issuance of 401 Water Quality Certification: L=?i - ri 15?
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, 1650 Mail Service Center, Raleigh,
NC, 27699-1650. 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
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:
Agent's Certification
Date:
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
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
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 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:
Water Quality Certification No. 3705
Water Quality Certification Number 3705 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 () as described in 33 CFR 330 Appendix A (B) (18, 29, 39, 41, 42, 43, 44, and 46)
of the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 213 .0200.
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.
Activities meeting any one (1) of the following criteria require written approval from the
Division of Water Quality (the "Division"):
Stream and/or buffer impacts:
a. Any impacts to perennial waters (as depicted on the most recent USGS 1:24000
topographic map or as otherwise determined by the local government,) and their
associated riparian buffers in Water Supply (WS), High Quality Water (HQW), or
Outstanding Resource Water (ORW) watersheds. Only water-dependent activities, public
projects, and structures with diminimus increases in impervious surfaces will be allowed as
outlined in those rules [15A NCAC 2B .0212 through .0215]. All other activities require a
variance from the delegated local government and/or the NC Environmental Management
Commission before the application for the 401 Water Quality Certification can be
processed.
b. Any impacts to streams and buffers in the Neuse, Tar-Pamlico, Randleman and Catawba
River Basins (or any other basins with Riparian Area Protection Rules [Buffer Rules] in
effect at the time of application [in accordance with 15A NCAC 2B .0200]), unless the
activities are listed as "EXEMPT' from these Rules-
c. Any impacts to streams involving excavation or dredging,
d. Total stream impacts equal to or greater than 150 linear feet of intermittent and/or perennial
stream to be filled, cuiverted, rip rapped, or relocated, including temporary and/or
permanent impacts.
11. Impacts (temporary and/or permanent) to waters:
a. Equal to or greater than one-third (113) of an acre East of interstate 95 (1-95).
b. Equal to or greater than one-tenth (1/10) acre West of Interstate 95 (1-95).
III. Wetland impacts (temporary and/or permanent):
a. Equal to or greater than one-third (113) acre East of Interstate-95.
b. Equal to or greater than one-tenth (1/10) acre West of Interstate-95.
c. Any impacts to wetlands adjacent to waters designated as. ORW, SA, WS-I, WS-11, or
Trout, or wetlands contiguous to waters designated as a North Carolina or National Wild
and Scenic River,
d. Any impacts to coastal wetlands [15A NCAC 71-1,0205)), or Unique Wetlands (UWL) [15A
NCAC 2H.0506].
Water Quality Certification No. 3705
Water Quality Certification No. 3705
IV. If the activity is associated with or in response to a Notice of Violation or an enforcement
action initiated by the Division and/or the Division of Land Resources.
In accordance with North.Carolina General Statute Section:143-215.30(e), written approval for a
401 Water Quality. General Certification must include the appropriate fee. If a project also
requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the
higher of the two fees.
Activities that are below the thresholds, or otherwise do not meet the criteria listed above
in this General Certification do not require written approval from the Division of Water
Quality as long as they comply with the Conditions of Certification listed below, including
the Stormwater Management Plan condition. If the project requires a Stormwater
Management Plan, but is otherwise below the written approval thresholds, the applicant
may provide a courtesy copy of the Pre-Construction Notification along with a copy of the
Stormwater Management Plan (and approval letter from the appropriate locally delegated
state program where applicable). If any of these Conditions cannot be met, then written
approval from the Division is required.
Conditions of Certification:
1. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use
of this Certification
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification and
authorized in the written approval from the Division, including incidental impacts. All
construction activities, Including the design; installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and
maintenance of such Best. Management Practices:
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. The
devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
projects, including contractor-owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the .
Mining Act of 1971.
d. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times..
e. If the project occurs in waters or watersheds classified as Primary . Nursery Areas (PNAs),
Trout Jr), SA, WS-I, WS-11, High Quality (HQW), or Outstanding Resource (ORW)
waters, then the sediment and erosion control requirements contained within Design
Standards in Sensitive Watersheds (15A NCAC 04B.0124) supercede all other sediment
and erosion control requirements.
Water Quality Certification No. 3705 .2
Water Quality Certification No. 3705
3. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures should not be placed in wetlands or waters without
prior approval by the Division. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, then design and placement of temporary erosion control
measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or
stream beds or banks, adjacent to or upstream and down stream of the above structures. All
sediment and erosion control devices shall be removed and the natural grade restored within
two (2) months of the date that the Division of Land Resources or locally delegated program
has released the project.
4. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General stormwater permit (NCG010000) administered by the Division is
automatically issued to the project. This General Permit allows stormwater to be discharged
during land disturbing construction activities as stipulated by conditions in the permit. If your
project is covered by this permit [applicable to construction projects that disturb one (1) or
more acres], full compliance with permit conditions including the sedimentation control plan,
self-monitoring, record keeping and reporting requirements are required. A copy of this
permit and monitoring report forms may be found at
http://h2o.enr.state.nc.us/su/Forms Documenfs.htm.
5. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle or bird nesting),
then biological monitoring may be required at the request of other state or federal agencies
and coordinated with these activities. This condition can be waived through written
concurrence on a case by case basis upon reasonable justification.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), IBC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be
implemented. This condition can be waived through written concurrence on a case by case
basis upon reasonable justification.
'Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
S. Work in the Dry
All work In or adjacent to stream waters shall be conducted in a dry work area. Approved
best management practices from the most current version of the NC Sediment and Erosion
Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as
sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize
excavation in flowing water. Exceptions to this condition require submittal to, and approval
by, the Division of Water Quality.
Water Quality Certification No. 3705 3
Water Quality Certification No. 3705
7, Riparian Area Protection (Buffer) Rules
Activities located. in the,protected 50400t wide riparian areas (whether jurisdictional wetlands
or not), within the Neuse,.Tar-Pamlico,., Catawba, or Randleman (or any other basin with
buffer rules), shall. be limited to "uses" identified within and constructed in: accordance with
15A NCAC 2B..0233,,0259,..0250 and.0243, and-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. All buffer rule requirements,
including diffuse flow requirements, must be met.
8. Water Supply Watershed Buffers
The 30-foot wide vegetative buffer (low-density development) or the 100-foot wide vegetative
buffer (high-density development) shall be maintained adjacent to all perennial waters except
for allowances as provided in the Water Supply Watershed Protection Rules [15A NCAC 2B
.0212 through.0215].
9. If concrete is used during the construction, then a dry work area should be maintained to
prevent direct contact between curing concrete and stream water. Water that inadvertently
contacts uncured concrete should not be discharged to surface waters due to the potential for
elevated pH and possible aquatic life/fish kills.
10. Compensatory Mitigation
in accordance with 15A NCAC 2H.0506 (h), compensatory mitigation may be required for
losses of 150 linear feet or more of streams and/or one (1) acre or more of wetlands. For
linear, public transportation projects, impacts equal to or exceeding 150 linear feet per stream
shall require mitigation.
Compensatory stream mitigation shall be required at a 1:1 ratio for all perennial and
intermittent stream impacts in watersheds classified as ORW, HQW, Trout, WS-1 and WS-11.
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
General Water Quality Certification for this Nationwide Permit. Design and monitoring
protocols shall follow the US Army Corps of Engineers Wilmington District Stream Mitigation
Guidelines (April 2003), or its subsequent updates. Compensatory mitigation plans shall be
submitted for written Division approval as required in those protocols. Alternatively, the
Division will accept payment into an in-lieu fee program or credit purchase from a mitigation
bank.
Finally, 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 public. Proof of payment to an
in-lieu fee program or mitigation bank must be provided to the Division to satisfy this
requirement.
Water Quality Certification No. 3705 4
Water Quality Certification No. 3705
11. For all activities requiring re-alignment of streams, a stream relocation plan must be included.
for written Division approval. Relocated steam designs should include the'same dimensions,
patterns and profiles as the existing channel (ora stable reference reach if"theexisting
channel'is'unstable), to the maximum extent practical. The'nerti 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 appropriate erosion control matting materials and seedling
establishment is allowable. Rip-rap, A-Jacks, concrete, gabions or other hard structures may
be allowed if it is necessary to maintain the physical integrity of the stream; however, the
applicant must provide written justification and any calculations used to determine the extent
of rip-rap coverage. Please note that if the stream relocation is conducted as a stream
restoration as defined in the US Army Corps of Engineers Wilmington District, April 2003
Stream Mitigation Guidelines (or its subsequent updates), the restored length can be used as
compensatory mitigation for the impacts resulting from the relocation.
12. Stormwater Management Plan Requirements
A. For applicants other than the North Carolina Department of Transportation, a Stormwater
Management Plan in accordance with the version of Stormwater Management Plan (SMP)
Requirements for Applicants other than the North Carolina Department of Transportation
posted on the Division web site at the time of application shall be provided for any project that
meets both of the following two criteria:
L Requires a 404 Permit or Isolated Wetlands Permit (regardless of
whether written authorization is required by the Division), AND
ii. Contains one or more drainage areas that are anticipated to have
impervious surface cover of equal to or greater than 24 percent. When
drainage areas are difficult to delineate or when a pocket of high density
exists within a drainage area, the Division shall use best professional
judgment to apply the SMP requirement as appropriate.
B. For the North Carolina Department of Transportation, compliance with NCDOT's Individual
NPDES permit NGS000250 shall serve to satisfy this condition.
13. Placement of Culverts and Other Structures in Waters and Wetlands
Culverts required for this project shall be designed and installed in such a manner that the
original stream profiles are not altered and allow for aquatic life movement during low flows.
Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal
profile) must be maintained above and below locations of each culvert. Placement of culverts
and other structures in waters and streams must be placed below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent
of the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow
low flow passage of water and aquatic life.
Installation of culverts in wetlands must ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. 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 destabilization of streams or wetlands.
Water Quality Certification No. 3705 .5
Water Quality Certification No. 3705
If site-specific topographic constraints preclude the ability to bury the culverts as described
above and/or the applicant can demonstrate that burying the culvert would result in
destabilization of the channel and head-cutting upstream, the Division will consider
alternative design proposals:
Any riprap required for normal pipe burial and stabilization shall be buried such that the
original stream elevation is restored and maintained.
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of riprap or other bank hardening
methods.
14. Additional site-specific conditions may be added to the written approval letter for projects
proposed under this Water Quality Certification in order to ensure compliance with all
applicable water quality and effluent standards.
15. If an environmental document is required under the National or State Environmental Policy
Act (N EPA or SEPA), then this General Certification is not valid until a Finding of No
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse.
16. If this Water Quality Certification is used to access building sites, then all lots owned by the
applicant must be buildable without additional impacts to streams or wetlands. The applicant
is required to provide evidence that the lots are buildable without requiring additional impacts
to wetlands, waters or buffers if required to do so in writing by the Division. For road
construction purposes, this Certification shall only be utilized from natural high ground to
natural high ground.
17. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact These mechanisms shall be put in place at the time of recording of
the property, or of individual lots, whichever is appropriate. A sample deed notification can
be downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands.
The text of the sample deed notification may be modified as appropriate to suit to a specific
project.
18. When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1850 Mail
Service Center, Raleigh, NC, 27699-1650.
19. This General Certification shall expire three (3) years from.the date of issuance of the written
letter from the Division or an the same day as the expiration date of the corresponding
Nationwide Permit The conditions in effect on the date of issuance of Certification for a
specific project shall remain in effect for the life of the project, regardless of the expiration
date of this Certification. If the construction process for approved activities will overlap the
expiration and renewal date of the corresponding 404 Permit and the Corps allows for
continued use of the 404 Permit, then the General Certification shall also remain in effect
without requiring re-application and re-approval to use this Certification for the specific
impacts already approved.
Water Quality Certification No. 3705
Water Quality Certification No. 3705
20. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth by a specific fill project may
result In revocation of this General 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, if it is determined
that the project is likely to have a significant adverse effect upon water quality including state or
federally listed endangered or threatened aquatic species 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: November 1, 2007
DIVISION OF WATER QUALITY
By
ti
Coleen N. Sullins
Director
History Note: Water Quality Certification Number 3705 replaces Water Quality Certification
Numbers 3106 and 3108 issued on February 11, 1997, Water Quality Certification Number 3287
issued on June 1, 2000, Water Quality Certification Number 3362 issued March 18, 2002, Water
Quality Certification Number 3402 issued March, 2003, and Water Quality Certification Number
3631 issued March 19, 2007. This Water Quality Certification is rescinded when the Corps of
Engineers re-authorizes Nationwide Permits 18, 29, 39, 41, 42, 43 or 44 or when deemed
appropriate by the Director of the Division of Water Quality.
Water Quality Certification No. 3705
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STEELE CREEK F'R~SaYTERIAfJ ChiRCH E T~'~E IIvF~K~ ~fIUN v~-L4BL~ ~D TA uk~Y~R I abrH ThAT TI~ ~ RVEI'OR ~a UN~4EL ~0 Na~CE STEELS GREEK TOWNSHIP, MECKLENBURG GD., NORTH CAROLINA N6
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~tis3. ENGINEERS - SURVEYORS - PLANNERS
~1a.4j~~'ur CESI45 SP2rNG TR:ET SW CON-,ORD (704) 756-540, a3 JOE V ~ J CONCORD, N,^ 28025 SAX (704) 786--7454

o SITE DATA ~
~ OWNER DAVIDLAND LLC Pi 6707-C FAIRVIEW ROAD 4~~
o ~ gL~ CHARLOTTE, NC 28210 i WES 'Q r.l
PIN ~ SITE DATA 14104107 TOTAL ACREAGE C~ , ' Q
14104104 31.99f Ac. ~1 ~ ~ O ~ U
14104102 / ' _ s
U~ RO - - e i ~ r- gYR ZONING: 12 CD , 12 i, Tm~ r ~ tit
CURRENT USE: RESIDENTIAL ~ r ,
SITE PROPOSED USE: OFFICE WAREHOUSE ~ - _ _ W F--1 U W WZ Z
MAXIMUM FLOOR AREA RATIO. 1.00 ~ SED FLOOR AREA RATIO: 0.27 ~ ~ PROPO 1 ~
PROPOSED BUILDINGS: 374,220 SF i 20' LANDSCAPE ' ~ ~ 5' SIDE _ F-I ~y LANDSCAPE CITY OF CHARLOTTE 11 - - M~ Ul ~ O x
FRONT SETBACK 20' ~ ~ ~ s - SETBACK BUFFER PER JFFER PER FUTURE WEST BOULEVARD I ~ ~ \ ~ ~ O
SIDE YARD: 0 OR 5' _ ~ ~ CMU WATER REZONING REAR YARD: 10' ~ I - ~ ,N~-~' 2001-042 EZONING 250' PUBLIC RIGHT OF WAY CITY OF CHARLOTTE ° ~ ~ ~ ~ ~ )01-042 D.B. 5589, PG 108 N ^
_ W LINE '^S ~ ~ EASEMENT MAXIMUM BUILDING HEIGHT: 40' ~ I ~ I / t - - ~ PIN 14104104 ~ ~ n~n "Z Q ~'i
MIN. SHORT-TERM BICYCLE SPACES; 2 I _ ~ ~ ~ I / ' - . STONE ACCESS DRIVE h~ z O E~ ~ CAPABLE OF ~ r , a ~ ~ p
PROP. SHORT-TERM BICYCLE SPACES. 3 I / ~ ' - - _ - ~ ' _ SUPPORTING 80,000 LB W~.-~ Q, Z Op
MIN. LONG-TERM BICYCLE SPACES. 9 _ ~ - _ ~ PROP. LONG-TERM BICYCLE SPACES: 9 ~ s G ~ - . _ _ _ ~ ~ S 81.4'44^ LOAD CITY OF CHARLOTTE ` ~ ® \ ~ j O - . _ ~ ~ 1~ E D,B. 3576, PG 62 r l ~
~ VIOUS AREA: TOTAL ~ ~ 1 ~1 ~ ~ PROPOSED IMPER =~M - ~ I ~ ~ / ;
ROADS PARKING 536,184 SF 12.31 AC. r STD. 1.5' C&G PER' _ DER''' _ _ _ ~"---.,~_.1~ I/ _ PIN 14104103 I ~ `\.J W Q'" ~ ~
374 220 SF 8.59 AC. -1 I t f CLDSM 10.17A BUILDINGS - -i t . E # TOTAL: 910 404 SF 20:9 AC. ~ i i STONE ACCESS DRIVE
" r' ~ I t CAPABLE OF LOT LINE- - . _ ~'~~_---=-,i,./I~;.~~ ~ ~ d~ . ~ Y, ~ ~ TYP) ~ - _ _ _ ~ _ ~ - W ~ x ~
h PARKING REQUIREMENT RECONCILIATION _ __1 r` ~ t SUPPORTING 80,000 LB ~ OFFICE SPACE 18,900 SF - - ~ / t ~s ~ LOAD
t ~ PARKING SPACES REQUIRED 48 (1 SPACE/400 SF OFFICE) ~ / , / / /
WAREHOUSE SPACE 355,320 SF - - / f{ ! t ~ ~ ~ ~ ~~~~~ninu~~rq
PARKING SPACES REQUIRED 89 (.25 SPACE/1,000 SF WH) ° z _ / / . t 1 - "rte- - .o`.~~ CARp ~ .
N I TY MAP TOTAL SPACES REQUIRED 137 _ - t { A SPACES PROVIDED 375 _ _ / / N T TO SCALE ToT L
~ HANDICAPPED SPACES REQUIRED 8 PER ADA ~ / ~ ~ HANDICAPPED SPACES PROVIDED 8 SILVER~~e TVflING~ I ~ ~ t I ~ I .Q
TOTAL TRUCK SPACES PROVIDED 141 PP~HA E~ 1 I I , ~ 747 h
_ / r ~ It r : i ~ ~ ~ • h
- , I t BOLLARDS (TYP.) ~ , p ~~tt``~~~.~ ~
POSTED BUILDING PERMIT ADDRESS: 1 _ t Q t 20' FRONT t ~ t BUIL_DING B
6821 STEELE CREEK ROAD sETBACK l~ ~ ~ ~ 14"Nf~36 ~j ~ W
/ UU FFE 714 ~ ~w a a t 'HAR tYO~D ~ 7 S/W I 10' REAR SETBACK
„ I / No 124,740 SF 41' BUI~DI~IG C
REZONING PETITION 2001-142 NOTES ~ ~ `0 `0 V NT STANDARDS / / r ~ D ~ FFE 700.5 BUILDING D 1 3
GENERAL PROVISIONS ~ / ,°j io UNLESS MORE STRINGENT STANDARDS ARE ESTABLISHED BY THE TECHNICAL DATA SHEET OR THESE DEVELOPMENT °jt~ a w I /oot `0• ~ a (124,740 SF) N N FFE 698.5 I W
STANDARDS, ALL DEVELOPMENT STANDARDS ESTABLISHED UNDER THE CITY OF CHARLOTTE ZONING ORDINANCE FOR THE rn U I
I-2 ZONING DISTRICT CLASSIFICATION SHALL BE FOLLOWED. It N ~ ~ ~ a~ t au 2 ~ I ~ ~ ~ v ~ Q a a s (124,740 SF) z
PERMITTED USES ~ / ~ t 40' LANDSCAPE 60' 1. INTERNAL SUBDIVISION OF PARCELS SHALL BE PERMITTED AS PROVIDED BY THE CITY OF CHARLOTTE SUBDIVISION I ~ BUFFER PER 65' _ - \ ° rn a I~ z
ORDINANCE. ~ / t REZONING T S/W ~ ~
2. THE DEVELOPMENT MAY BE DEVOTED TO ANY USE WHICH IS PERMITTED UNDER THE ORDINANCE IN AN I-2 ~ t 2001-042 65' DISTRICT EXCEPT NO LOADING DOCK SHALL FACE STEELE CREEK ROAD. NO OUTSIDE STORAGE AS A PERMITTED USE t It / 65' 60' ~ ~ I ~ w
SHALL BE ALLOWED ALONG STEELE CREEK ROAD AND NO ACCESSORY STORAGE SHALL FACE STEELE CREEK ROAD. ALL I c, t STORAGE WILL BE SCREENED FROM STEELE CREEK ROAD. THE USE WIL BE LIMITED TO ONE GAS STATION-CO , 8, t
BRAND-CONVENIENCE STORE. NO FREE STANDING FAST FOOD RESTAURANT WITH DRIVE-IN WINDOWS WILL BE ALLOWED. ,r?! ? F (2) ACCESSIBLE 60' ~ i BOLLARDS (TYP,)
3. THE PETITIONER RESERVES THE RIGHT TO CONSTRUCT A REGIONAL DETENTION POND. NO DETEN110N WILL BE { ~ ~ RAMPS PER RADIUS ALLOWED IN THE LANDSCAPE SETBACKS. ~ ~ 4' 1, PER NCDOT 848.05 ' (cV O O
~ ~ ~ / j C NC. RAMP ACCESS POINTS/DRIVEWAYS ~ _ ~ 0 ERHEAD D _ ~ ~ I W ~ ~ O
1. THE NUMBER OF INGRESS/EGRESS POINTS TO STEELE CREEK ROAD AND BYRUM DRIVE SHALL BE LIMITED BY THE - _ r / }t ~ 1 , ~ BEGIN LIGHT DUTY E TRANCE ff 210' w a
LOCATIONAL REQUIREMENTS AS RELATED BY THE CITY OF CHARLOTTE. NO MORE THAN TWO DRIVEWAY AND ONE PUBLIC C~ .r la ~ con! PAVEMENT SECTION H NDRAIL P STREET CONNECTION WILL BE ALLOWED TO STEELE CREEK ROAD. ~ ~ u~a ~Rr C DSM 50.0 - ~ ~ ~ i DEVELOPER HAS TEMPORARY
2. THE PETITIONER AGREES TO DEDICATE FOR ROADWAY PURPOSES THE NECESSARY ADDITIONAL RIGHT OF WAY ~ - sa ~ 1 OFF-SITE GRADING EASEMENT WITH
ALONG STEELE CREEK ROAD AND BYRUM DRIVE TO ACCOMMODATE THE MAJOR THOROUGHFARES CLASSIFICATION PRIOR ~ t TO THE ISSUANCE OF A BUILDING PERMIT. HOWEVER THE PETITIONER RESERVES THE RIGHT TO CONSTRUCT A PRIVATE ro t \ ~ CITY OF CHARLOTTE ON THIS PARCEL
DRIVEWAY THROUGH SUCH RIGHT OF WAY TO ACCOMMODATE ITS DEVELOPEMNT THAT IS DESIGNED IN ACCORDANCE WITH ~ ~ ~ r. \ \ THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS FOR DRIVEWAYS, PENDING ANY DECISION ON THE PART ! ` ' ~ eiu \ \ 20' PCCE ~ ~ p ~ A
OF THE CITY TO CONSTRUCT A PUBLIC STREET WITHIN THIS ALIGNMENT. j 1 =cur~,~~ \ ~ ~ I ~
3. THE PETITIONER WILL DEDICATE THAT PORTION OF THE SITE NEEDED TO INCREASE THE R W ALONG STEELE CREEK ~ ~°o~u 35'x35' COOT \ \ 30' / q F ~ 36 ROAD AND BYRUM DRIVE TO 50 FEET FROM THE CENTERLINE. ~ ~ ~ 10'x70' NCDOT ~ \ ~
4. PETITIONER WILL INSTALL A LEFT TURN LANE ON STEELE CREEK ROAD AND BYRUM DRIVE LEADING INTO THE SITE'S ~ ' ~ ~SI~HLTRIANGLE \ \ \ , MAIN ACCESS POINTS. ns.e~j ~ 941~~ V A 30 ~ \ A 30' ~ ~ ~ U p Z
5. POTENTIAL FUTURE PUBLIC STREET ACCESS WILL BE MADE TO THE ADJOINING PROPERTY SUBJECT TO FUTURE / N 6g: , _ , ` i ago
REZONING OF THE ADJOINING PROPERTY TO A NONRESIDENTIAL ZONING CATEGORY, WITH ACCESS TO BE PROVIDED j n ~ 64.1s~3~~ ~ - ~ ~ \ l 2 THROUGH THE SUBDIVISION PROCESS. / ' W C~' . - ~ - , ~ ~ ~ ~ ~ ~
I ~ N 8712'29" W 280.33' ' 30' / 1~ ~ ~ ~ U
BUFFERS/LANDSCAPE SETBACKS g ~ ; ~ _ \ ~ ~ 1. BUFFER AREA ESTABLISHED ON TECHNICAL DATA SHEET SHALL CONFORM TO THE STANDARDS OF SECTION 12.302 I ; ~ ~ - ~ ~ _ J z
OF THE ORDINANCE, SUBJECT, HOWEVER TO THE PROVISION OF SECTION 12.304 THEREOF. NEW NORTHBOUND j I ~ - - _ ~ 2. BUFFER AREAS SHALL REMAIN AS OPEN SPACE AND ARE SUBJECT TO THE PROVISIONS OF 3 THROUGH 5 BELOW. ~ ~ ~ - ~ - ~ ~V I ~w~
RIGHT TURN LANE / arr of CHARLOTTE - - - 3. THE BUFFER AREAS DEPICTED ON THE TECHNICAL DATA SHEET ARE THE MAXIMUM BUFFER REQUIRED BY SECTION DB 14351 PG 321 ~ ~ ~ - ' Q o
12.302 OF THE ORDINANCE. If THE ADJACENT LAND OR PORTIONS THEREOF (CURRENTLY ZONED R-3) ARE REZONED TO I / PIN 14104108 NEW 15' SAN. - ' - . A MORE INTENSE ZONING CLASSIFICATION, THE BUFFER REQUIREMENT WILL BE REDUCED DR ELIMINATED TO MEET THE _ _ _ _ EGIN LIGHT DUTY \ ~ - - ! ' N 81'4I'44^ ~ PAVEMENT SECTION ~ S~D. 1. ' C&G PER i ~ ~ ^ - ~
NEW ZONING CLASSIFICATIONS BUFFER REQUIREMENTS. THIS REDUCTION OR ELIMINATION WILL AUTOMATICALLY OCCUR / I O SEWER 5 SIDE r AND WILL NOT REQUIRE ADMINISTRATIVE APPROVAL OF THIS PLAN. I EASEMENT SETBACK ~~-~,~w~351.0~' ~ ~`D~SM# ~.17A ~ 1 Q p E
4. PETITIONER RESERVES THE RIGHT TO INSTALL UTILITIES WITHIN THE BUFFER AREA REQUIRED FOR THIS SITE. / ~ ~ ~ / i
UTILIITIES MAY ONLY CROSS BUFFERS AND MAY NOT RUN PARALLEL WITHIN BUFFERS. ~ 5. NO BUILDINGS, PARKING SPACES, MANUEVERING AREAS OR STORM WATER DETENTION FACILITIES MAY BE LOCATED I f CITY OF CHARLOTTE PC _ ~ ~ \ 'v ~ ~ a I - - _ ~PCCE ~ - "mss ~ ~ ~ ~ \ ( CITY OF CHARLOTTE ~
WITHIN BUFFER AREA. / ~ ~ ~ D.B. 13481, PG 203 /WIDTH VARIE O PIN 14104107 6. PLANTING IN 20 FOOT LANDSCAPE SETBACK SHALL BE ONE (2") LARGE MATURING TREE EVERY (50) FEET OF I ~ / a \ ~ T (WIDTH VARIES) _ _ _ \ \ I D.B. 3711, PG. 464 ~ 'TYP. ' ~ ~ PIN 14104102 W U
FRONTAGE, AND ONE (2") SMALL MATURING TREE EVERY (50) FEET OF FRONTAGE. ONE SHRUB PER (5) FOOT OF W ~ ~
FRONTAGE SHALL BE INSTALLED. SHRUBS AND TREES SHALL BE CLUSTERED TO DEVELOP AESTETIC PATTERN. LE. ROW / ~ ~ I ~ / ~ J ~6AVIDLAND LLC INSTALLATION SHALL NOT BE PERMITTED. j ~B. 22399, PG 627 ~ DEVELOPER HAS TEMPORARY / \ \ ~ ~ \ \ ~ 30' PCCO O
7. PLANTING IN (40) F00T LANDSCAPE SETBACK SHALL BE TWICE WHAT IS LISTED FOR (20) FOOT LANDSCAPE I m ~ PIN 14104122 OFF-SITE GRADING EASEMENT WITH
/ ~ PERMANENT SETBACK. / ~ • 8. ALL TREES 24" IN DIAMETER OR GREATER WILL BE LOCATED IN THE LANDSCAPE SETBACK. THE DEVELOPER WILL _ CITY OF CHARLOTTE ON THIS PARCEL DETENTION ( ) / , ~ ~ ENT ( WATER QUALITY/ 1 ~ ~ ~ ~ \ BUFFER PION ~ DETENTION POND CITY of CHARLOTTE ~ ~ ~ V I
TRY TO SAVE THESE TREES DURING SITE DEVELOPMENT. I • I , , - EASEMENT ENT SEE SHEET SW-1 o.B, 134a1, PG 203 ~ \ \ 15' SEWER
I ~ ~V MAP BOOK: 51 C SETBACK, SIDE YARDS AND REAR YARDS ~ ? ~ PAGE :681 51 I FOR DETAILS PIN 14104107 I ~ \ SURVEYED TOP 681 ~ ~ ~ \i ~ % \ OF BANK EASEMENT
1. ALl BUILDINGS CONSTRUCTED WITHIN THE DEVELOPMENT SHALL SATISFY OR EXCEED THE SETBACK, REAR YARD, I l 'mil ~ ~ ' ~ ~ # ~ AND SIDE YARD REQUIREMENTS ESTABLISHED UNDER THE ORDINANCE FOR THE I-2 ZONING DISTRICT. / q Q ~ ~
2. NO STORM WATER DETENTION FACILITIES MAY BE LOCATED WITHIN ANY OF THE LANDSCAPE AREA ALONG STEELE / O \ I _ ~ \ ~ ~ V A \ 35~ PCCO
CREEK ROAD OR BYRUM DRIVE. j \ ~ ~ A ~ ~ 1 3. THE LANDSCAPE SETBACK AS DEPICTED ON THE TECHNICAL DATA SHEET IS TO REMAIN AS OPEN SPACE WITH ~ / l / ~ ~ - \ - - - ` ' \ 1 ~ ~ ~ - ~ ~ ~ ~ \ ~ ~ A A \ BUFFER/35' 4 ~ \ ~WIM BUFFER
LANDSCAPE IMPROVEMENTS LISTED ABOVE. / Q 4. THE LANDSCAPE SETBACK ALONG STEELE CREEK ROAD WILL BE REDUCED TO 20'If STEEL CREEK ROAD IS / j \ ~ ~ ~ _
RELOCATED TO THE WEST OF THE SITE. ~ ~ \ ~ 30' PCCO BUFFER 7 ~ ~ ~ ~ ~ ~ V A V A / 15' UPLAND 7 ~ ~ \ ~ ~ ZONE
PARKING ~ ~ ~ (TOP OF BANK NOT ~ _ 1 - 'V ~ 1~~~ 1 ~ VA
1. OFF STREET PARKING WILL MEET THE MINIMUM STANDARDS ESTABLISHED UNDER THE ORDINANCE. ~ SURVEYED IN THIS ~ ~ 2. THE OPTION IS RESERVED TO PROVIDE OFF STREET PARKING ON ONE OF THE PARCELS FOR ANOTHER PARCEL IN AREA) \ ~ \ ~ ~ f _r~,~ ~ SURVEYED TOP ~ ~ ~ ~ _ \ ` ~ \ / 20'
THE DEVELOPMENT, SO LONG AS THE REQUIREMENTS OF THE ORDINANCES ARE SATISFIED. ~ ~ ~ ~~~II( STREAMSIDE \ , ~ ~ ~ \ OF BANK ~ \ ~ ~ ~ A ~ ZONE ~ ~i - CITY OF CHARLOTTE ~ ~
PROPERTY ~ ~ X11 ~ I- c I LINE (TYP.) D~. 3711, PG 4.64 ~ 30' PCC~ V A P11~14104123 ~ _
\ ~ ~ , ~ BUFFER CITY OF CHARLOTTE ~ \ \ \ D.B. 3711, PG 464 ~ A\\ ~ 0
I , \ ~l f ~ \ 1 PIN 14104102 ~ ~ ~ ~ \ V \ A \ \
~ ~ ~ ~ C ~ A A\\ ~ a
~ ~ ~ \
CITY OF CHARLOTTE NOTES: ~ ~ ~ I 5~~~ L~G~~~~ ~ v. ~ ~ 0 ti.
GENERAL NOTES: COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
i. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE ALL ROAD IMPROVEMENTS ON STEELE CREEK ROAD ARE TO BE COORDINATED OF CURB UNLESS NOTED OTHERWISE. WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO v v~~ ~ M~
_ ' / A~~~SSI~ I~~IT\~
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS CONSTRUCTION. APPROVED BY THE LOCAL GOVERNING AUTHORITY/AUTHORITIES. DEVELOPER WILL PROVIDE STREET SIGNS PER CLOSM~5D.05 (9" SIGNS ONLY) ~ ~ HC vvv
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. - _ ~ POWER P~'oL ~ O
APPLICABLE STATE, COUNTY AND LOCAL CODES.
4. PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR ~ TRAFFIC DIRf~CTI~NAL ARROW
SPECIFICATIONS AND IN ACCORDANCE WITH RECOMMENDATIONS BY THE APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTION. THESE GEOTECHNICAL ENGINEER. REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD ACCESSIBLE PARKING STALL
CONDITIONS.
5. CONTRACTOR SHALL REPLACE/RESTORE EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PER SECTION 18-175(e) OF CITY CODE AND
OF THE OWNER OF THE IMPROVEMENTS. PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. SECTION 10.0 OF THE CITY'S POST CONSTRUCTION ~ ACCESSIBLE RAMPS CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED
6. COMPACTION OF THE SOIL UNDER PAVED AREAS AND BUILDING AND THE NATURAL AREAS AND/OR POST CONSTRUCTION SITE BOUNDARY LINE
MAINTENANCE OF PROPER MOISTURE CONTENT SHALL BE IN ACCORDANCE WITH IN ORDER TO ENSURE DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE THE GEOTECHNICAL ENGINEER DR LOCAL CODES. CURB. CONTROLS EASEMENTS (PCCEs) MUST BE RECORDED - RIGHT-of-wAY uNE
7. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF CITY OF CHARLOTTE NOTES: PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF
CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. WAY IF DEEMED NECESSARY BY THE INSPECTOR. ALL OPENINGS (e.g., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT SHOULD BE OCCUPANCY, ADJOINING PROPERTY LINE
LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND 8. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMAT1C IN CURB AND GUTTER SHOWN ON PLANS ALONG STEELE CREEK ROAD MAY BE SURFACE. NOTES: - - - EASEMENT LINE _
NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED SEE SHEET C-13 FOR ALL STEELE CREEK CENTERLINE
BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM. STORM DRAINAGE MAY ALSO REQUIRE MODIFICAT10N BASED "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING UPON FIELD CONDITIONS. DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION 1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXI ELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING ROAD IMPROVEMENT DETAILS FRoaECT No. 'ROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST OPEN SPACE IBC-08030
9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UND' MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM CITY/COUNTY SUBDIVISION ORDINANCE. BE RELOCATED AT THE EXPENSE OF THE APPLICANT. APPLICANT. FILENAME: I BC08030-51
PLANS. WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER IS PROHIBITED. NON-STANDARD ITEMS (ie: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE 2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUi
10. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD RIGHT-OF-WAY REQUIRE ARIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE DETENTI of 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEE SHEET C-13 FOR ALL STEELE CREEK ~RAINAGE DETENTION. ROAD SIGHT DISTANCE PROFILES DESIGNED BY: SMM
THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH (CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL PAINT STRIPING SMM RMR DRAWN BY:
r,.,~,-., „r„~„ TRaNSPORTATIONI BEFORE INSTALLATION. 3. TREES WITHIN THE STREET RIGHT OF WAY ARE PROTEC NAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED
IHL IKANSMII IAL LtI ILK IL) IY1t tNUINttK. ANU bANK\ Ur IML ~IMLAM ALL ULUMZ), LVUZ), IIMOLM, JUINN AINU Vmtrt -5753 PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY STEELE CREEK ROAD: SCALE: 1"=100'
11. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED ACCUMULATIONS. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS FROM THE CITY ARBORIST AT (704) 336-55753 PRIOR TO AS MEASURED 4.5' ABOVE GROUND AND LOCATED WITHIN DESIGN SPEED: 55 POSTED LIMIT: 50 -x-x-x-x- FENCE
NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE OFFSITE TREES. ALL TREES OVER 8" IN DIAMETER 7 MEASURED THE SETBACK ARE PROTECTED BY LAW. CONTACT LAND D THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY R/W ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE REQUIRED PERMITS. CONTACT LAND DEVELOPMENT AT [phone] FOR HATE: 6-15-2009
FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN. PERMISSION OF THE OWNER. MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT NOTE: GRAPHIC SCALE SHEET NO.
OF THE MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON 4. BEFORE YOU DIG STOP. CALL THE INC ONE-CALL CENT ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. ALL MATERIALS INSTALLED WITHIN THE 100 0 50 100 200 C-2
12. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM CITY STREET. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT GNED TO SUPPORT 80,000 LB LOADS EXISTING STATE AND FUTURE R\W SHALL - 11
EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT THE RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) httP: //WWW.charmeck.org/departments/transportaion/street+maintenance/hame.htm 5. ALL ACCESS DRIVEWAYS WILL BE DESIGNED TO SUPPOF SITE ON A DAILY BASIS. SUBDIVISION ORDINANCE, SECTION 7.200.8. BE STAMPED AND APPROVED BY NCDOT McADAMS 1 inch = 100 ft.

11~
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o gLvO ~ ~ ~ RIGHT OF WAY WEST , ~i
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~ _ _ STD. 1.5' / STD. 1.5' C&G PER W eo U
CLDSM#1( CLDSM#10,17A
~ ~ t~ STONE ACCESS DRIVE CAPABLE OF
SUPPORTING 80,000 LB CAR i .
VICINITY MAP ~ ~ LOAD •0
NOT TO SCALE ~ ~ ~ - ~ t
~ _ ~ ~ CONC. RAMP TO
_ _ OVERHEAD DOOR
' ENTRANCE WITH HANDRAIL PER ~.r_
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/ R/W LINE ~
' /
r i Q I
v ~ t HC ACCESSIBLE PARKING
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f c~ z
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~ / ~ z w F
~ I ~T ~ I
~ BUIEDING B m z a
I\ ~ v FFE 714.0 ~ 1 ~ ` ~ Q Q N
a..~ l ..y"Ha.~~,~,voo~ ~ 124 740 SF ~ ~ ~ O
~ ~ ~ ~ do~ t ~ N o ~ w
j ~ ~ ~ a
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18' ~ U
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~ ~ 20' FRONT WITH RINGS a.. ~
- ~ SETBACK ~ SEE DETAIL 60' A~ ~z
' 210' 65' , 0 _ 0' ago
so' ~ x
a ~ Q~~
e ~-R j' 40' LANDSCAPE «l ~ ~ BUFFER PER
/ REZONING 4 a~
/ ~ ~ 2001-042 ~ Q~'o ~~z
r r; SIDEWALK EASEMENT
~ 38 WIDTH VARIES ~~w Q~F
i ~ ,F ) ~C ~ APPROX. LOCATION OF 0
~ ~ (2) ACCESSIBLE COMPACTOR/DUMPSTER TRASH r ; c oa RAMPS PER RADIUS a
t~ ~ ~ ~ PER NCDOT 848.05 DISPOSAL SHALL BE HANDLED ~ BY PRIVATE WASTE COMPANY. x
~ ~ R60' TYPE III DRIVEWAY WITH 2.5' w c~ z
_ CONCRETE GUTTER & CURB TAPER PER CL M j 10.28 CONC. GUTTER REQUIRED 1 3 8 ~
/ MEDIAN 10' BEGIN LIGHT DUTY CONC. RAMP TO 0
~ ~ ~ ~ BOC TO BOC PAVEMENT SECTION OVERHEAD DODR ~ ` R , ENTRANCE WITH H
cc a",,~ RRY HANDRAIL PER H
4~ 20' ACCESSIBLE RAMP 3 LONG TERM BI E CLDSM 50.04A ~ 2 ' STORAGE WITHIN
~ PER CLDSM 10.32 BUILDING SEE A CH.
PLANS \ '
20' ~ 10 1 p' \ Vi
' ~ ~R'fi0' 7"G' A \ '
- i CURB TAPER PER ~ \ 'SIDEWALK
CLDSM 10.20 TYP. \ 3 ' 5 C~ ( ) R30'
t~'"„~ ~ 20' R60'
~~,c~ r 35'x35' CDOT
~ ~ 10'x70' NCDOT ~ _ \ \ R40' z
ti SIGHT TRIANGLE ~ ~ ~ 20' PCCE \ a
~ \ R; R2000' R60' '
. ~ ~ i \ a
SIDEWALK EASEMENT - ~ ~ WIDTH VARIES
R W LINE ) ~ / ~ .r
~ ~ _ ~ ~
PROPERTY ~ ~ LINE (TYP.) ~ ~ ~ _ ~ ~ A
- ~ CITY OF CHARLOTTE - z _ _ _ - A w
DB 14351 PG 321 - a
PIN 14104108 15' PERMANENT R/W 5' SIDE
CMU WATER LINE ! SEWER EASEMENT 5' SID I SETBA EASEMENT NEW NORTHBOUND SETBACK
RIGHT TURN LANE A
1 l
ADJACENT PROPERTY LINE (TYP.) ~ ~ U
~ I
C1TY OF CHARLOTTE U
D.B. 13481, PG 203
PIN 14104107 N
/ I I
DEVELOPER HAS TEMPORARY W
DAVIDLAND PLC ~ OFF-SITE GRADING EASEMENT WITH
D.B. 22399 PG 627 I CITY OF CHARLOTTE ON THIS PARCEL
~ "1 ~ PIN 14104122 ~ ~ I I W ~
I 30' PCCO BUFFER
I OF BANK NO PROPERTY (TOP ~/W "j PROJECT N0. ~BC_0803a
f ~ SURVEYED IN THIS LINE (TYP. FILENAME: ~B(~08030-~`~
~ O AREA)
~ ~ ~ J DESIGNED BY; SMM
Q DRAWN BY: SMM RMR
Ja i \ ~ , ,
o - ~ SCALE: 1 -60
~CVy Q ~ ~ M DATE: 6-15-2009
GRAPHIC SCALE SHEET NO.
L . 60 D 30 60 120 C-2A
60
1 inch = 60 ft. MCADAMS
- - - - - - -

20' LANDSCAPE
BUFFER PER
o REZONING _ 2001-042
~ CMU WAT R LINE ~ vD _ I,j 5' SIDE EASEMEN PROPERTY LINE CITY OF CHARLOTTE I
0 5~ B~ _ SETBACK wE _ ---v¢__ _ D.B. 3576, PG 62 M--~
PIN 14104103 EXIST. ~ CHANI EXIST. RIP RAP I ~ ~
CHANNEL I ~
ll• Uj
RD 6 ~ ' _ V _~~y! ~ _ I ~ V ~ ~ ~
U ~ Q
STONE ACCESS DRIVE ~ ji'~'__ i ' ~ _ SITE CAPABLE OF ~ _ _ ~ I ~ F1--1-i o U
NG 80 000 LB ~ , SUPPORTI ~l ~ ~ ~ Z ~ ~ ~ ~ o x
LOAD -b °I ~
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~ ENTRANCE WITH J HANDRAIL PER CONC. RAMP TO I I w ~H ~ Z ~
CLDSM 50.04A OVERHEAD DOOR ~ ~ o~ ~
~ ENTRANCE WITH ~ NANDRAiI PER ' z ~x ° I W co U "
CLDSM 50.04A ~~~~~Sltlllpill
VI C I N I TY MAP I
NOT TO SCALE ~ HC ACCESSIBLE PARKING ~ I ~
WITN SIGNAGE PER HC ACCESSIBLE PARKING I: 47 ; ~
CLDSM 50.10A,B,C (TYP.) WITH SIGNAGE PER
CLDSM 50.10A,B,C (TYP.)
7' SIDEWALK ~
(TYP.) 'SIDEWALK ~ ~ TYP.
~ i II ~
BIKE RACK
BOLLARD I WITH RINGS ~
4':..:: SEE DETAIL W ~ ~ U U W W I 3
fi. ' .-._r.~ Q Q U ~ ~ i
60 BI~I~DI~G C 594 a Q Q BUILDING D c~
FFE 700.5 FFE 698.5 ~ 10' REAR SETBACK 1 I w
~ ~ d- r~ U 124 740 SF ~ 124,740 SF Q--- i ~ z
~ ~ 594' ~ , I ~ w
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0' 24> BIKE RA ~i OLLARD O
WITH RINGS i SEE DETAIL I '
6d I ~ ~ ~ DEVELOPER HAS TEMPORARY ~ a
6 I 210, 0, 0' ~ OFF-SITE GRADING EASEMENT WITH
i CITY OF CHARLOTTE ON THIS PARCEL

~ o I~ ~
i
I ~
1 ~ ~
~ z PROPERTY a ~ p
APPROX. LOCATION OF \ APPROX. LOCATION OF I I LINE (TYP,) ~ ~
COMPACTOR DUMPSTER TRASH i / \ COMPACTOR/DUMPSTER TRASH ~ DISPOSAL SHALL BE HANDLED ~'~DJSPOSAL SHALL BE HANDLED i ~ I I Q ~ t~
BY PRIVATE WASTE COMPANY. BY PRIVATE WASTE COMPANY. I z~
3 LONG TERM BIKE " II a~~
R5' STORAGE WITHIN ~ r~wo I ~ ~~z
R30' BUILDING SEE ARCH. ~ \ ONC. R MP TO ~ I
PLANS \ \ OVERHE D DOOR \ ENTRAN E WITH Q~h
~ ~ 3 LONG TERM BI E HANDR L PER ~ I ~~W ~ i o
R MP TO STORAGE WITHIN CLDSM 0.04A ~ x
E OR ~ BUILDING SEE A CH. ACCESSIBLE RAMP NTRAN TH 1 PLANS
i PER CLDSM 10.32 ANDRAIL P ~ ~ , i I ~ z
LDSM 50.0 ~ R5 60' R40' (TYP.) , ~ ~ ~ o
' SIDEWALK ~ ~ ,
/ ~ R70' R20 i R2000' (TYP.) ~ i II ~
\ ~ I i I~ ~ i
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II i
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. ° ' _ ° BEGIN LIGHT DUTY \ \ I~
- r ' - PAVEMENT SECTION \ 1 i
II ~ i ~ Z
15I PERMANENT R/W ' _ ~ _ ~ \ ~
SEWER EASEMENT - ~ ~ ~ ~ I ~ CITY OF CHARLOTTE
I I D.B. 3711, PG. 464 ' R~~
PIN 14104102 U a
J ~ V
~ ~ P \ \ I -J
~ PRO E ~ \ \ WATER QUALITY/ \LINE (T ~ \ ~ ~
} DETENTION POND \ \ 30' PCCO ~ z A
~ SEE SHEET SW-1 ~ ~ \ FOR DETAILS , V \ ~ BUFFER
1''91 w j SURVEYED TOP
CITY OF CHARLOTTE \ ~ i \ \ \ \ D.B. 13481, PG 203 \ \ \ OF BANK
PIN 14104107 \ \ \ \ 15' SEWER {,T.~
PCCE ~ ~ ~ PERMANENT ~ (WIDTH VARIES) \ r ~ \ ~ \ EASEMENT A
DETENTION +I TYP. \ \ \ f \
EASEMENT ~ \ \ \ \
~ ~ ~ \ \ 1\ "
\ \ 35' PCCO N \ \ BUFFER/35' w
\ SWIM BUFFER
j / ` ~ ~ ~ ~ \ \ ~ \ 15' UPLAND
1 / t ~ ~ ~ \ \ \ ZONE
r ` ~ ` ~ \ ~ ~ \ 20'
~yMy \ ~ \ STREAMSIDE l
~ ZONE j ~ \ H
w \ ~ ~ ~ 30' PCCO ~ ~ ~ \ \ \ ~ ~ \ \
- J BUFFER ~ , ~ PERMANENT \ \ } ~ PROJECT No. IBC-08030 I\ \ \ \ l\ FILENAME: IBC08030-S3
U1 _ - F N TTE ~ ~ ~ t \ DETENTION \ } CITY 0 C ~ ° ` ~ r \
3711, PG 64 ~ \ % l \ EASEMENT r ~ \ ~ PIN'` 14104123 \ ~ - \ ~
` _ _ . ~ I CITY OF CHARLOTTE \ ~ V A\ ~ \ \ A DESIGNED BY: SMM
~ ~ \ \ ~ ~ I D.B. 3711 PG 464 ~ w ~ ~ ~``1 \ \ ~ nxnwN sY: SMM RMR
~ .r7~.\\ ~ ~ nisi ~n~nn~nn f
SCALE: 1"=60'
DATE: 6-15-2009
1~y SURVEYED TOP a W OF BANK SHEET NO.
GRAPHIC SCALE C-2B 1
60 0 30 60 120 Z
McADAMS
~ ~ 1 inch = 60 ft.
- - - - - - - - - -

VICINITY MAP
NOT TO SCALE
NOTE:
THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT
THE IN PLACE EROSION CONTROL NECESSARY TO ALLOW
THE SITE TO BE CLEARED AND GRUBBED IN PREPARATION
FOR THE INITIAL STAGE OF THE GRADING WORK. THE
PHASE II MEASURES DEPICTED ON THE PLANS SHOW THE IN
PLACE EROSION CONTROLS THAT WILL REMAIN AT THE
COMPLETION OF THE FINAL STAGE OF THE GRADING WORK
REQUIRED BY THE PROJECT. DURING EACH INTERIM STAGE
OF THE GRADING WORK, THE CONTRACTOR SHALL BE
REQUIRED TO INSTALL ANY ADDITIONAL TEMPORARY
MEASURES THAT MAY BE NECESSARY TO CONTROL
SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS.
EROSION CONTROL NOTES
1. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT
FROM THE ZONING ADMINISTRATOR.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE
AND IS SUBJECT TO FINE.
5. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS.
REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
THAN 10' REQUIRE ADEQUATE TERRACING. [CLDSM #30.16]
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING
ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
9. DRIVEWAY PERMITS FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF
WAY MUST BE PRESENTED AT PRE CONSTRUCTION MEETING.
ALL DISTURBED AREAS
TO BE SEEDED PER
CLDSM 30.17A/B. SEE
DETAIL SHEET D-4.
TOTAL DISTURBED
AREA = 37.6± AC.
MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP
OF ALL CHANNEL BANKS TO DENUDED LIMITS.
ALL TREES & BRUSH REMOVED DURING
CLEARING & GRUBBING OF SITE SHALL
CHIPPED ON SITE AND HAULED OFF SITE
FOR DISPOSAL.
NO OFF SITE BORROW AREAS SHALL BE
UTILIZED DURING GRADING OF THE SITE. ALL
FILL SHALL BE OBTAINED WITHIN LIMITS OF
DISTURBANCE SHOWN ON PLANS.
SEE SEDIMENT BASIN DETAILS ON
SHEET D-4
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY
OF CHARLOTTE ENGINEERING DEPARTMENT.
2. OBTAIN DRIVEWAY PERMITS AND INSTALL GRAVEL CONSTRUCTION
ENTRANCE IN ACCORDANCE WITH DETAILS PROVIDED.
3. SET UP AN ON-SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION
CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE
48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF
CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE.
3A. DEVELOPER /APPLICANT MAY ELECT TO ONLY DISTURB WETLANDS
DURING PHASE IA TO MEET DWQ/CORP PERMIT TIMELINE. THIS TO BE
DISCUSSED AT PRE -CONSTRUCTION MEETING. SEE SHEET C -2C.
4. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION
DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PHASE
1 PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
CLEAN WATER DIVERSION DITCHES SHOULD BE INSTALLED PRIOR TO ANY
CLEARING FOR BASINS AND OTHER EC CONTROLS.
5. CALL FOR ON-SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY
INSPECTOR CLEARING AND GRUBBING MAY BEGIN.
6. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS
GRADED. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL REMAIN IN
PLACE TO PREVENT EROSION OF SITE.
7. BEGIN MASS GRADING ACTIVITIES. AS SITE IS GRADED AND PAD BUILT
UP, CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER FLOWING
OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS.
DITCHES AND SLOPE DRAINS SHOWN ON PLANS DEPICT REQUIRED
DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL
MEASURES MAY BE NEEDED AS GRADING PROGRESSES.
8. SEDIMENT BASIN #1 TO REMAIN IN PLACE UNTIL ALL FLOW FROM SITE
HAS BEEN DIRECTED TO SEDIMENT BASIN #2 OR SKIMMER BASIN #5. AT
THAT TIME, BERM MAY BE REMOVED AND CONSTRUCTION OF RETAINING
WALL MAY BEGIN.
9. SKIMMER BASIN #5 TO REMAIN IN PLACE UNTIL STORM DRAIN SYSTEM
HAS BEEN CONSTRUCTED THAT WILL CARRY ALL STORMWATER FROM BLDG
'D' TO SEDIMENT BASIN #2.
10. MAINTAIN AND ADJUST E&SC MEASURES AS MASS GRADING
PROGRESSES TO MAINTAIN PROPER E&SC CONTROL.
11. INSTALL STORM WATER COLLECTION SYSTEM, VELOCITY DISSIPATERS AND
PROTECT INLETS WITH SILT FENCE, GRAVEL FILTERS, SILT TRAPS OR OTHER
APPROVED MEASURES AS SHOWN ON THE PLANS.
12. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES.
13. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET
WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH
PHASE OF EROSION CONTROL MEASURES.
14. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE.
15. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL
OF EROSION CONTROL MEASURES.
16. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE
EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
17. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF
THE SITE IS APPROVED THE PERFORMANCE BOND, IF REQUIRED, WILL BE
RELEASED.
\ \ x , I \ \ SF 3F I� I 1 �I\, \ / i' / / ' �� 7 __/ _29) - 3 i ` A,. ---
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-x (SHEET -G-9} FOR EYrTENTS-�-- _x ---- x ---x� x ----x - ­_
I ) I \ � j - c (` '�27'"' - 7 �- � �. / i / � - - _ - - BSI�EJET C-9) FOR EXTENTS OF
-- - -BASIN 735 - - - - / �13?_.i�1 33.;= �I _ /// / / %��G�' Nv' %�-c ►. _ / - - -/ - - - - t
CMU WATER LINEc_ -- -- ---- 5 / ` y� �� _ -`L_ 7? -95 _�/ J /�-/`►/.. i //// _----- -
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- =735 - __ ---/�r r o - .,� jam/ _..�. / -- __- - -- _ --
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\ \ EXIS NG 8' GR VEL / J �____ ��// /ice !�/ � __-- /' / / / - � __ ---_ ---_-���� - __�,V�-
\ \ DRMV AY TO B / N"' - � / / / / /// / / -- -/ //� i / /,�1 / ---� ����_ -� =
/ PROPERTY - / / / / / / -_ � -_
\ )REMOVED \ �_- �'\� NNE TYP. / ^t' / / / / / /-_---___/ / // / / __ �o� - _ -
I / -Q \ / ( _)� / s r (n / / // / / / � _- // -1 //// / / _--/-� \�- \�� --_- --'
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r- / / t1i I / 6 # I1 / 731.5 s I / / / / / / / / // / / / / / / / // //// _- �--- - -__;a' \
I / I X 73.8 / LIMNS OF / 7311 / \ �/ / / / / / / / / / / / '�L�MIT� OF / / / / ' - - -- \ \ \ \ \ \ \ \ .
1 1 I ' \ DI; UR�AN£� t I / / / / / / / / / / / / , _ }ISTURzAIN`6/F / / // ]O�j \ -- \ \ \ \ \
I \ \ \ �T P.) FOR =� _ / / /ol , / G / / / / / / / / / / / / _ - _ Y / / / /i i f- - - _ ___1
- \ \ \ \ \
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' % - \ I / / / / / - - __ \\ \
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/ / j/ / I I / / / / // / / / _ 0 \\\\\\.
I l � / �j / // / \ w / I t^� \"� �/ /' / 1 I 1 , l / / / / / / / / / / / / / / / / / / /'/ / / / // - �\ \
I l / / / / / // �'�/ I / / I I I I / / / / / / / / / /\/ / / / / // / / / - \ \ \\\
% / / / 730s j / 6 / I I I / / / / / / / / / / T / / / / / / / i--- \ �� \ \ \
I ,5 t Y�/
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I \ \ ' / R/EMOVE STONE WALL / �/�1..:( M , I 14, , I \ I I I I I I I I / / / / / / / // / / / / / // /� / / / / / / , - - - \ \ _ J \ \ \ \ - -
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- % � \ \ I I I I I / / / / /� /// \/ \ \
-} ��ULVER7TS TO �/ :

r-~~ ,v _ / I I I ~ ~ / I~~---- ~
r-~ - ~ / / , I I / ~ / a ' ~ I I I I ~ I / ~~v __~~_~~_~__i A ~ III ICI V~~ / ~
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~ wo ~I l~ k,r ~,~~H~;/~GTTC 1 I I / I o ~ ESQ ~ _ , - ~ _ _ _ ~ - - 8 DI ~ T~ ASIt~ 11 D AIN GE / ~0 \ w - i i_ c T~ l i ft ~ ~ ~ 1 I \ \ / 1~ \ \ \ I1~I I~ ~ \ \ /ice/
- ~ _ ~ T xxEA B USN ARYL (TIP. i / ~``I- ~ ~~EE f~ D AIN ~E A}~ I / Gf / \ ~ - ~ DITCH #1 DRAINAGE AREA \ \ ; ~ 1 1 \ \ ~ , _ - - - - ~ ~ / / / / / ~4 O
~ , 2~a ~I~~_ic,~~~~~ ~ 4~~~ 1 ~F ci~Ar~l_oT~-E / / - - (SHEET C-9~ FO ~XTE 10 , / / \ BOUNDARY (TYP. \ \ i~I \ ` \ \ \ \ \ \ \ , _ _ - ~ ~ / U
' - - ~ / BASIN I 1 B 558 PG 108- ~ SEE INLET ~DRA+N~GE AREA MAP \ \ \ \ - - , - - - - i / / CJ (SHEEP C-9) FOR `EXTENTS OF \ !I \ \ \ \ \ \ ~ - - ~ T}}E-PHASE I MEASURES~HDVJN ON THE ~L~NS REFLECT ~ ~ ~ ~
MRO ~~--720----~- / / I I IN 14104104 I \ \ BASIN ~ ~ \ \ \ \ \ ~ ~ _ - ~ THE_IN P1A~ ~RffSI~ CONTROL NE-C~SARY TO ALLOW ~ c~1 d
~ ~ \ \ \ \ \ - ' THE SITE TO BE_ C~Ep~F~D AND~GRUBBE~ ~tN PREPARATION ~ O ~ ~
- ~ ~ ' - - ~ - ~ ~ / ) \ 1 \ CHECK DAM PER~L~OSM / SITE - - _ ~ ~ ~ \ \ ~ I CMU WAyER LINE ~ - / _ _ W I,~//~ ~ ~ - ~ _ I \ ~ ~ Q,-10_(TYf':~ IN ALL ~ ~ ~ j \ \ \ ~ ~ ~ ~~TiiE'INITIAL STAGE-0'r THE GRA61NG ~d6RK. THE ~ p U ~ \
_ ~ _ _ _ _ / 1 1 \ I EASEME~IJT DIVERSION DITCHES QO ~ ~ ~ s _ ~ ~ _ I \ \ \ ~ ~ ~ ~ ~ - PHASE II f~€A3URES DEPI~ED ON THE~PI~4~S SHOW THE IN ~ ~ ~ ~ ~ ~ ! \ \ ~ ~ \ ~ _ ~E~cROSI0f1-GONTROLS ~HA'f WIL~ f~E,MA~N AT THE ~ G~. z
~ IIII > ~ \ ~ r~T--r- ~ ~ - ~ , \ ~ ~ ~ COMPP~EfitON OF~H~ F~N~L~TAGE'0/F'fFjE~G~RADING WORK ~ ~ [W-i'~ ~ ,CITY GF t,C~ ,;r_ ~ ~ ~ ~qA r~ ,..,0 x
_ - - - ~ ~ ~ ~ ~ ~ 'r~„~ ~ / / / l ~ / TEMPORARY SILT ~ - _ - - - - , ` ~ ~ ` ~ ~ , ~ ~ 0.__ ~°l i / / / I I I ~ \ \ ~ ~ i I . - ~ DITCH P ~ CLDSM ~ ~ -I~~ ~5~ ~ ' - -REQUaRfD-B1fT~~R6J ~URiNG~ CH INTERIM STAGE ~ \ ~ f~ O
_ ~ ~ ` ~ ~ ` ~ ` ~ ~ ~'t--~ 4 r_/ "Ol ''~,c _ / / J ~ \ \ / / I ~ 30.05 TYP.) TO ~ ~ , D~~TCH>~1 I \ \ \ ~ - - - OUP SHE GRA~NG,W9R1~;~~~ CONT~ACTQR--SHALL BE ~j U~ Ul ~ h~IN ~10d1~)3- 12.8 AC. - ~ ~ ~ - , , - _ EQUtRED T9 ~tJST,4tt 7tNY-ADD~TION~ TEMPORARY ~ ~ ~ U ~
~ ~ ` ~ ~ ~ ~ ~ / ~ ) ~ A I I BYP S CLEAN ~ I - - ~ ~ \ ~ \ \ ii _ ~ _ - ` ~ ~ -MEASUR~S TH9T~viAY BE-NECESSARY TO CONTROL ~ n Z ~ ~
~ ~ \ ~ ~ ~ ~ ~ ~ ~G./ ~ / ~'1/ / l ~ 1 \ \I ~ ~ ~EDtI~ENT AND EROSION-TAT OCCURS ASYA RESULT OF W Z O E''
~ - - - ~ ~ ~ ~ ~ \ ~ \ ~ ~ ` ~ q ~ / ~ , \ i~-~L'Ol/~..,~, ~``-~h// " it \ I~ _ ~ i ~ -GHANOESffb-THE F,XISTIWG-GROUND'EL,EVATION CONTOURS. w~'~ a G>~ p o ~ / , ~ ~ F~ a Z o~
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X05 \ ~ \ \ \ ~ ~ / / / / / ~ - m _ ~ _ - - - - - - ~ { / / EROSibN CONTROL,~IOfES E..{ ~ G't ~ ~ ~
- ~ DISTI~R@ANCE \ \ \ \ ~ ~ ~ l / i i I ' ~T'"- I~ _ ~ _ ~"a~ , ~ ~ ~ / ~t'. ALL "STD." NUMB@RS REFER TO THE CHARLOTTE LAND DEVELOPMENT w ~ F+ ~2
~ / , \ ~ / /STANDARDS M1ANt~L. W U O ~ _a, " , _U~-____ t , - r. _695 " ~ ~ ~ _ ~ / / 2.ON-SITS BURIAL PITS REQUIRE AN ON-SfTE DEMOLITION LANDFILL PERMIT Z ~ ~
~ . _ ~ ~ \ \ \ I ~ , ~ O / ~ ED. TRAP 4 ~ ~ \ ~ ~ - - _ \ ` ` J / FR01~ ~E ZONING ADMINISTRATOR. Z O ~ O
~ 0 ~ ~ \ \ \ \ n / ^ / ~ I OW PATH ~ 1 ~ _ ~ ~V~ ~ ~ ~ _ / 3~ ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A ~ ~~C'i ~~y _ ~~~Q~ -`~1'----~~bty%_ - ~ ~ / / ~ VIOLATION OF THE CITY/COUN1'f EROSION CONTROL ORDINANCE AND IS W O ~ ~
, ~ \ \ v v v v l / I ~ / l ~ ~ l / ~ A \ \ v v ~ ~ l !I i ~ ~ / ~ ~ i I!\ ~ ~ SUBJECT TO A FlNE.
\ _ / ~ / ~ / / ~ A \ v v v lI / l / 1 l / / A/ l _ / / ~ (I~' ~4. 6&SD1NG-MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL tuuinrvr / / ~ ~ ~ ~ ~ ~ -L-~ ~ ""~--_~I~PLAN IS A VIOLATIOF~ T~IE_.CI CO N7X EROSION-CONTROL ORDINANCE CAR rr
Q,t ~ ~ \ V A v v v n / / ~ _ ANIZ ISwSUBJECT TO FINE. ~ ~
VICINITY MAP / _ _ ~ ~ ~ ~ \ V A ~ v v v l / / / / / / / / / ~ / / v NOT TO SCALE / ~ ~ ~ 1 ~ ~ _ v v v ~ ~ ~ w / / - ~ \ ~ jg \ ~ p~ 6g / -~5. A~AS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. ~ ~~t:pF~s 'may-..,.. _ / REFER TO°EROSION-BAPITRQL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
'~~~~~`~^v ~ ~ L ~ A V 1 / / / / / / / / / / ~ 1 SEDIMENT TRAP 4 ~ ~ \y \ ~ / / 6. ADDITIONAL MEASURES TO CONTROL ERIISfON AND-SEDIMENT MAY BE L ,
/ : ~ ~ ~ \ \ \ \ \ \ \ / I ~ _ , - - - / / ~ \ \ SEDIMENT TRH ~ ~ A ~ l / i ] ~ _ ~ ~C \ \ ~ \ ~ ~ \ ~ / / ~ REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT. 4 ~ ~ ~ , 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER ~ ~
/ ~ Acv \ ~ ~ \ v v A \ \ 11 / / / / / / 0 /v ~ v, ALL DISTURBED AREAS / / / ~ \ \ \ \ \ _ / n ~ ~ J / / / / / / / \ ~ - - _ _ _ _ ~ ~ ~ ~ \ / / THAN 10' REQUIRE ADEQUATE TERRACING. (CLDSM X30.16] ~
TD BE SEEDED PER / / _ / \ \ \ \ \ \ \ \ \ I / / / / / / \ I- / / USED. BASIN ~ \ \ - - - _ _ - - = = ~ ~ _ \ \ ~ \ \ \ - ~ \ / / 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ~'~9~L
CLDSM 30.17A B. SEE _ J \ \ \ \ - -J n / / / / \ - - - ~ I (f-\: / \ \ FbW PATH` \ \ \ ~ 1 i / \ / i-~ i ~ ~ ~ ~ ~ ~ ~ \ _ - - _ - \ ONE ACRE THAT WAS NOT PREVIOUSLY APPROVEp. ~ ~ •~P~~~ J ~ ~ \ \ ~ \ \ \ \ ~ ~ _ - - ~ _ ~ \ ` 9. DRIVEWAY PERMITS FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF rrrrrrG ~rrrr~~~~~~
DETAIL SHEET D-4. I I ( - _ - \ \ \ \ \ ` ~ / 1 ~ ~ / / / / / / / \ \ l / - _ - _ - ~ I li / J690 \ \ \ \ \ \ ~ / / / / / / / / , / III I i ~ _ ~oo= _ ~ \ \ \ ~ WAY MUST BE PRESENTED qT PRE CONSTRUCTION MEETING.
_ \ \ \ \ \ \ \ \ \ ~ / \ _ ~ / / / / / / III I r - / I I I
TOTAL DISTURBED I I \ / - _ _ ~ i \ \ Ill vvvvvv v \ \ v /v / / / / / ~ I I ~ I I 1 ~ ~ ~4,PER~_L-~SI4t=~0.HT- _ - I; \ \ \ \ i ~ I \ \ - \ \ \ \ I I ~ ~TYP.) SEE D~TAII- ~ \ \ v \ ~ \ ~ \ ~ \ \ V ~ / ~ONST~2UCTION /SE UENCE:
AREA 37.6_AC. I ~ I ~ \ \ \ \ / , / / I 1 ~1 ~ - \ I I I I I ~ ^1 ~ \ ~ ~ ~ \ \ / 1. OBTAIN G~ADIN EROSION CONTROL PLAN APPROVAL FROM THE CITY 3 3
f ~ l I i~ =~\\I ' ~ ~ \ \ ~ \ \ ~ \ \ \ \ / OF CHARLOTE< ~ INEERING DEPARTMENT.
MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP I~ A A ~ \ AA\\\\\ ~ ~ V A / \ ~ ~ / / / / / A i ~ \ I V A / / \ \ \ I I ` \ I \ \ \ 2. OBTAIN DRIVEWAY PERMITS AND INSTALL GRAVEL CONSTRUCTION w ~ / \ I ~p \ ~ ENTRANCE IN ACCORDANCE WITH DETAILS PROVIDED. ~
OF ALL CHANNEL BANKS TO DENUDED LIMITS. ~ \ \ - ~ ~ I / ` ~ \ \ - - / / / \ \ \ , ~ / , \ / / / \ \ j \ ~ I ~ I - - - 1 I\ \ ~ IJ\ ~ \ \ \ 3. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION z z
~v I ~~~vv= vvw v~ 111 _ - / / / v v \ / ~ v~~ ) ))A, ALL TREES & BRUSH REMOVED DURING ~ ~ ~ \ - - \ \ I I \ \ \ ~ _ - - ~ - . / / \ \ ~ / ~ \ J ~ / I \ ~ ~ \ ~ \ \ CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS w w
CLEARING & GRUBBING OF SITE SHALL S_ - _ \ / / ~ \ \ 11 ~ - - -1/~ / / / / \ \ \ \ ~ ~ - ~ / / ~ - - ~ / I1 ~ %/I I `II ~ I / ~ \ I\ \ \ ~ ~ ~ ~ \ \ EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE z z / / / / I ~ I / _ \ \ \ \ \ ~ 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF z z
CHIPPED ON SITE AND HAULED OFF SITE ~ - - \V AA VA\ vvv \ 111 ~ ~ , ~ / / ~ ~ ~ ~ ~ ~ _ ~ / ~ - - - / / / / FOR DISPOSAL. \ \ \ \I I I / : \ ~ / - / / ~ / I / ~ ~ - 09- - ~ ~ \ \ \ \ CHAPTER 17 OF THE CI1Y COD~At~ IS SUBJECT TO FINE. w w
NO OFF SITE BORROW AREAS SHALL BE ~ ~ \ \ \ \ I / 1 11 / \ ~ / ~ ~ _ _ _ _ - - ~ ' / ~ ~ \ ~ - - - - - ~ ~ ~ /\I \I ~V~ / ~ ~ ' - ~ ~ _ ~ ~ ~ ~ \ \ \ \ \ I I ~ ~ / DURING PHLOPEERA TO L,k(EETT DWQ/CARP PERMOITLTIMEILINERB THIS ODBE ~ ~
UTILIZED DURING GRADING OF THE SITE. ALL ~ \ \ \ \ I ~ I / l/ I ? ~ - / ~ ~ - - - - - - ~ ' ~ \ \ ~ ~ _ \ \ FILL SHALL BE OBTAINED WITHIN LIMITS OF ~ \ \ \ \ \ I 11 l l/ I / ~ ~ l ~ / / ` ~ \ \ - - - - ~ 1 \ \ \ \ \ V A \ V - - ~ ~ - ~ ~ ~ ~ ~ - _ _ - L \ ~ ~ \ \ ~ ~ ~ I I ~ ~ ~ DISCUSSED AT PRE~CONSTRUCTIONi MEETING. SEE SHEET C-2C. ~ ~ ~ \ \ S;~I IMM,ER ~gSIN~ #5 ~ ~ . " ~ \ ~p I ~ \ , / ~ 4. INSTALL SILT F NCE, INLET PROJECTION, SEDIMENT TRAPS, DIVERSION Z'
\ \ \ \ 1 ~ l ~ ~ ~ \ \ DISTURBANCE SHOWN ON PLANS. ~ \ \ \ \ \ \ I / . /I / 1 \ ~ ~ _ . - _ - _ - - ~ ~ - , / ~ \ \ - _ , ~ ~ \ \ \ \ ~FL~W BATH` / / \ ~ ~ / ~ I ' ( ~ DITCHES, TREE P OTECTION, AND OTHER MEASURES AS SHOWN ON PHASE ~ N N
~ \ \ \ \ \ \ \ \ IIII l( l/ i I / \ \ ~i ~ \ \ \ \ \ \ \ \ \ \ 1 \ \ ~ / 1 111 II / / N I ON Y AS NECESSARY 0 INSTALL THESE DEVICE . ~ ~ \ \ ~ ~ / / I 1 PLA S, CLEAR ~G L ~T S
V \ 11 \ / ~ ~ / ( ~ ~ o \ \ ~ \ ~ / / i ~ ~ ~ / / / III ~ CLEAN WATER DIV~RSION DITCHES SHOULD Bi< INSTALLED PRIOR TO ANY W \ ~ V ~ ~ \ \ ~ I ~ ~ / / ~ ~ / I ~ I I I rh~ I CLEARING FOR BI~SINS ANO OTHER EC CONTR~LS. ~
SEE SEDIMENT BASIN DETAILS ON \ \ \ \ \ ` \ Ll`~\~~~\ \ \ \ ~ \ 1 \ 1 ~ ~ A \ \ \ ~v v \ ~A VA VA v__---~ ~ v / v A \ 1 I' 5. CALL FOR ON-~ITE INSPECTION BY INSPEC OR. UPON APPROVAL BY
SHEET D-4 v \ v v v ~v~vA VA ~ v v ~ / / ~ A 1 1 \ \ ~ I I I / / ~ ~ / I ~ 1111~~ ~ INSPECTOR CLEARING D GRUBBING MAY BEGIN. ~ ~ ~ ~ I I I I I ~ ~ ~ / ~ 1 - ~ ~ / I I / ~ ~ I I ~ I 6. t,IkIIT CLEAEyING AND 6~UBBING OF SITE TO AREAS THAT WILL BE MASS
I I I I I I I I / ~ / ~ / ~ / ~ / / III GOADED. WHENEV~t POSSIBLE, EXISTING VEGEfATiON SHALL REMAN IN
~ VA A~ ~ V A \ ~ ~~~~A~VA~~ll//~~\~~~~~~ ~~,~A ~ ~ A~-----\ \ \ V i i A \ \ \ 1 1 1 I I I I ~ \ / / / ~ / \ \ I I / / ~PLACE,~T(rPREV ~NT 'EROSION OCR SITE. O
STREAM IMPACTS PERMITTED BY v v ~ v v v ~ ~ ~ v~~ / / v 111 I~ ~ ~ ~ ~ ~ v ~ ~ ~ ~ I I v ~ ~ v v v ~ ~ ~ ~ vv 11 ~ ~ ~ ~ ~ v ~ ~ ~A vv v V 1 1 I I I I I I I I / 4 V A ~ ~ ~ / / / I 7. ~EGIN MASS GRADING ACTIVITIES. I(`i ~ITE IS GRADED AND PAD BUILT ~ I ~ ~ I ~ ( ~ ~ ~ I ~ ~ / \ - ~ ~ / / / / / I / / UP{ CONTRACTOR SHAL,~ ~1NI IZE THE AMO~NT OF STORM WATER FLOWING o7
A.C.O.E GENERAL PERMIT ACTION ID \ ~ \ \ ~ ~ ~ ~ ~ ~ ~ / / ~ ~ 1 I 1111` ` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ I I \ \ ~ ~ \ \ ~ ~ ~ ~ ~ - / / I Ill _ ~ ` ` \ ~ ~ 1 \ \IIII I I I SAW 2009-00940 \ ~ ~ \ \ ~ ~ ~ ~ ~ \ - ~ ~ i I ) / / l I I ~ ` , ~ / \ \ \ ~ ~ ~ - -685 ~ ~ - ' ~ ~ , - _ 1 I I I I I I I I ~ / / ~ ( ~ / A \ / / / / OVER FILL SLOPES BY U~NG~I~ERSION DITCHES AND SLOPE DRAINS. ~
\ \ \ \ ~ \ \ ~ ~ ~ ~ ~ ~__\~/i / II~~\~\^ \\i\\\ ~ ~ ~ ~ - ~'L"(MITS OF SFDMQENT~ I I I I I I I DWQ# 09-0544 ~ \ \ \ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ / / / / ~ ~ ~ ~ ~ 1 ~ ~ \ ~ , - - ' ~ I I I I I I I I I I I I I ~ ~ ~ / / / / / \ \ / / / / / / / / DfTCHES AND SLOP€ JIvRAINS\SHOW~1 ON PLANS DEPICT REQUIRED A~ ~ I I I ~ ` I f / / / / / /DIVE IL~N DITCHES AND ~LOPE\DRAINS~ AT FINAL PAD GRADE. ADDITIONAL ~ O Z
\ \ \ ~ ~ ~ ~ ~ / C~~ ~ ~ \ \ _ IN #1 FOLLOWS TF~E I I III I \ \ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ` ~ ~ ~ \ \ \ \ \ - ~ ~ ~ , ' 6~5'CQNTOUR. FILL I I I I ( I I I I ( / / \ ~ / / / / / ME~RES MAY BE NEEDED`QS Gi3ADING~ROGRESSES.
\ V A ~ ~ ~ 1V A~ ~ AVA\\A\\ V A \ ~ - I I I I I I I \ ~ ~ \ ~ V \ 1 ~ NOT T BE PLACED I~ I I I I / / / / / / / / / (8. EDIMENT BASIN-~1' REA~QIN LN PLACE UNTIL ALL FLOW FROM SITE a ~ O I I I I I I I I / / / / / / / / / i / \ / / / / ~ / ~ ~ H~S BEE DIRECTED TOTE IMENI; BASF #2 OR SKIMMER BASIN #5. AT W ~
V \ V v ~ ~ ~ ~ ~ ~ ~ A ~ ~ VA v \ V A V A 1 \ --B~A D ING P~1ASff I I I / / l J ~ I V A V ~ ~ ~ ~ ~ v v 1\ ~ V \ \ VA \ VA\V A\ A 1 \ ~ AND I I IAL GRA N / / / / l ~ / I I / / I / / / / / / / / / i / HAT TJME, BERM MAY BE R~OVED`AND CONSTRUCTION OF RETAINING C~ ~ U
v vvv ~ ~ ~~`vv v~~;`~ v vv v vv vvv v \ 1 - - _ v v 1111 ( / / / / / / / / / / / / ~ / WAL~7 MAY BEGIN. ~ ~ Z, / / / / / / / ~ O / DEVELOPER/HASITE PIORf~RY I /9. SKIMMER BASIN #5 TO REMAIN la`PL~ACE UNTIL STORM DRAIN SYSTEM Q' ~ ~
\ ~ ~ ~ ~ ` - \ \ \ \ \ \ \ \ 1 ~ 680----- \ \ \ 11111 v v ~ ~ ~ ~ v v ~ vv v v v A \v A\ 1V 1 v ~ v A 111 (l / / / / / / / ~ / ~ / ~ 9f~=SiT~GR'ADING/EA E EN 1~IT I / H/~ BEEN CONSTRUCTED THAT WILL CARRKALL STORMWATER FROM BLDG ~ ~ a
v v v v ~ ~ v v vv ~ v v v v V A\\ \ 1 / v _ v v v v 111 1 1 v v v v v ~ ~ ~ v ~ ~ ~v vvv v v \V A\ \V A v v v v 111 1111 1 \ \ I ~ ~ / I ( ( i l / / ~ CITY OF CHARLOTT ON~TMIS/P/AR EL/ / ' ' TO SEDIMENT SIN-~2: ~ ~ Q O ~ ~ \ \ \ I I ~ ~ / / / ~ / ~ ~ / ~ / ~ 10. MA~JTAIN AND ADJUST E&SC MEAS ES AS MASS GRADING F-r U Z
v v v ~ ~ A v v ~ vvv \ VA \ VA A \ \V 1 _--,1~~ ~ ~ A 111 1 A V \ ~ \I I I II I II I ~ ~ / / / / / ~ + f / / ~ / i / / / ~ I I /PRO(tf`ZESSES TO MAINTAIN PROPER E&SC~CONTROI. ~ I
~ v v ~ ` v v v v ~ ~ ~ vV v Vv V AV A\ I - ~ - ~ v v 1111 111 1 1 1 i l \ \ V A ~ ~ A ~ ~ A \ VA \ VA A \\V AV AVA V A \ V 1 1 A ~ \ \ ~ ~ ~ ~ A \ ~ ~ ~ VA VA V A \ \ V v - V 1111 1 111 1 I I 1 1 I I / / / 6 / / ~ _ - / / / I I Iii. INSTALL STORM WATER COLLECTION SYS M VELOCITY DISSIPATERS AND Q ~ E I I I 1 ' ' \ J / / / / „11 ~ trr / / ~ I I I I PR TECT INLETS WITH SILT FENCE, GRAVEL MITERS, SILT TRAPS OR OTHER i~ E,
v \ V A \ v V A ~ ~ ~ V A\ V A\ V A\ V A I / \ ~ A \ 1 I I ~ v v v ~ v v ~ ~ v vvvv v vvvvv\V v \v` ~ ~ - - v ~ v v 11 I1 111V11 I ~ v \ \ ~ \ \ \ ~i A \
~ A V ~ ~ EXIS'~ GRAVEL\ ~ ~ ~ V A \ \ \ \ VA VAA \VA\ \ \ V A ~ VA \ ~ ~ \ ~ ~ ~ A v A v A \ ~ V A A ~ ~ ~ \ \ VA V A ~ ~ v v V `6~IMf~ API?Af~A~' S ~E L I I I ~ ~ ~ / / ~ ~ ~ / ~ I I I I 112~THE CONFTRACTORSHAlL.61L16ENTLY ANDSCONTINUOUSLY MAINTAIN ALL O ~ ,f~A~' S E L SM 30. 26 TO ~ ~ ~ ~ ~
\ \ ~ \ \\\V A V \ \V ~ _r ~ v~ V A \ ~ ~ R9AD V A V v v ~ \ \ V \ A VA VA\ \ VA V A v \ ~ V~ - ~ I ~ ~ - ~ v ~ ~ v ~E1 ~4 ~ RM A V v v \ \ \ V \ \ \ v V D1~ 1A ~ ~ ~ / / ~ ~ ~ / / / _ / I / I I I EROSION CONTROL DEVICES~AND STRUCTURES. ~ ~ 1 a~ \RIS~R. \ / / / ~ ~ ~ / CHECK QA41~PER CLDSM/ ~ 13. FOR PHASED EROSIQfJ CONTROL ~LANS, CONTRACTOR SHALL MEET Ix
v v v v v v ` v v v vvv v vA VAv vvvvvv`~~ ` v t ~ v` v 11~~1~1`~ 1111 1 V A \ \ v A \ \ \ ~ ~A ~ ~ V ~ 5 > ~ ~ [~1~ \ V - / I ~ ~ ( ~ l / / 30.10 ,~TYP.~ IN ALL/ / ~ ~ ~ I WIT EROSION CON~(~ INSPECTOR P TOR TO COMMENCING WITH EACH Z ~
l \ \ \ \ \ ~ ~ \ \ \ \ \ \ \ ~ I ~ - ~ 1 ~~1 ~ ~ \ \ \ / / / ~ ~ I DIVERSION DITCHES / I ~ / Py(ASE OF Eg(7~ON CONTROL MEASURE.
1 ~ \ \ ~ \ \ \ \ ` ( ~ \ i P~ 1\ ' ( ~ / ~ / / X14. STABILJZE SITE AS AREAS ARE BRaUGHT TO GRADE. p 1 Pp D ~BAF LE \ ~f ~ ~ J I I I I I ' ~ ~ / ~ / / I / / 15. CO IODINATE WITH EROSION CONTR L INSPECTOR PRIOR TO REMOVAL
I \ ~ \ v v \ V v \v vvv vvv v~~~~vv ~v vvvv A v l ( \ \ \ \ V"~11 ~PP D~ I 1 ~ \ ISED. ~ SIN ~ \ \ \ \ \ \ ~ \ \ ~ \ I I \ \ \ \ ~ \ \ s'M , ~ ~ ~0~ ~ ~ , , ~ I I I i T~PORARY~ILT / / / OF E~SION CONTROL MEASURES. u \ \ \ ~ \ ~ / ~ I I~ I I I I BITCH PAR CLDS~ / / / ~ 16. lL EROSION CONTROL MEASURES HALL BE CONSTRUCTED IN ru~1
I 1 AINA AREA A v A 1 v VAvv ~~vvvvvvvvv~`` \ vV A\ VA11VA I A ~ ~ ~ v v v v\ 1 1\ \ vvv ~ v v v vv ~v V 11 1~' \ V A 1 ~1t A\ V Bo~JNDARY (GYP.) ~ v 11 \ v v vv vv v v vv v v vv v v v ~ A\ \V A \ 111 1 \ \ \ ~ ` ~ I ~ 30.05/(TYP.) / / ACCORDANCE WITH 1TiE N.C. EROSION AND SEDIMENT CONTROL PLANNING ^
~ \ v \ 1 1 11 \ V ~ vv \ Vv \v ~ A I \ \ V A V 1 \ 4~I~M\M~R ~tP~ ~~I~M~M~R ~tP~Af~AT~US\ ~ ~ - - J / / f I yl I / / / / / / / / I AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE 1 ~ \~Lb~~\3AO~B \ ~ / / / ~ ~ f ~ ~ ( / / / ( I EROSI~ CONTROL ORDINANCE, AND THE CHARLOTTE LANG DEVELOPMENT
/ ~ 1 1 1 1 11 v v v v \ wA~HE~ S t9NE \ I v V 1 11 1\ ~ \~Lb~ . / v > > ~ vvv v v vvvvvvv vvvv ~ ~ vvv 11 1 v / / / / 1 1 \ \ \ \ \ V ~BA~ R LO v \ 1 1 1 1 \ \ \ ~ \ \ \ V A \ \ V A ~ ~ / / / ~ J I / / / I ~ STANDAR S MANUAL. /
v I I l I 1 1 1 1 v 1 V v Vv\ \V A\v ~v 'r ~ _~I v A A 1 1 1\ / / I 11 V A ~ I \ V A \ \\\3~9. ~ \ 1 1\V 1\ VA\~~1 ~A~P~ / ~ I I I I I ( ( 1 \ V 1 \ VA\VA\V AV A\ \ \ 1 ~ I A 1_ p p ~ ~ / / / I I r / / / X17. WHEN EGETATION IS ESTABLISHED, CALL FOR FNAL SITE INSPECTION. IF
i ~ I 1 1 V A I l 1\ VA ~ V A\ \\\V A 4~2~ / / / ~ I I ( I I A \ \ VA \ V A \ ~1 \ \ \ L F 1 T~~` ~r A~~ \ y / / " / / / / I / / / \ TIDE SITE IS~pPROVED THE PERFORMP,yCE BOND, IF REQUIRED, WILL BE to
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~ - CEO: F.~ASIN ~2 ~ / / / I I I 1 1 1 \ \ \ VA ~ ~ l \ \ \ \ \ \~~~'~\VA ~ ~ ~ / I)I~il _ vim,-~~, vvvvvvvvvv ~ O,A. ~1:8 A~ / / / OSI_ON C TROL LEGEND
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_ ~ , - 7 _ , / ~ / / / I I 1 1 1 1 ~ E~RGE C ~IL w Y / \ v v SF ~ - / / / ~ / I 1 1 1 ~ I III ~ A vva _ / S 0~'~ Df~ P~R' / / / / \VA\\ \\VAVA AA\\ ~ / /C~SN~3~4/T~/ % / \ v A 1 r/ ~ O
~ - _ , - - / ~ ' ' / ~ ~ ~ 1 I -I ~I III i I I ~ vvv i SF ~ ~ G . ~ ~ 11 ~ v vvv _ , Y/ ~ l/l ~ A 1 l~ \VA \ / ~ ~G E~~1N I(! / / /INLET PROTECTION
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~~p---._ 10~ 00 \ \ ~ - ~ _ I I ~ \ \ / / ~j// / / ~ ~ FILTER BERM \ \ \ - - - - - / / / / p~E~~CLOS~i ~ /~1 / / / /
- _ - ~ ~ - - - - - ~ ~ --y-_.. 1 IIII I \ \ - - - _ - ~ r--'~~~~~ - -1.1,.1 I I 1 ~ ~ \ \
- - - rn-- ~ _ _ ~ ~ i I I ~ \ \ \ CM~1-BEWE / ~ I I ~ \ \ \ \ \ - - - / ~ / ' ~ / / / ~ ~ / CHECK DAM ~ O s ~VAA \ VA \ - - i /~i / / ER~ASIN /~5 .b`ti~ / / / ~ V I ~ / I
EASEMENT - - - ~ / ~ i , - ~ / I ~ \ ~ ~ - \ \ \ - - '~vu~DPE~ ~ffiA~ T~o+~RY ~ / , - ~ ~ / _ - A \ \ \ ~ 1 V A vv~ v v ~ s s~_ VA _ --~i /~/~~~~~~~~Li / //l A-SF-~S~~9rF-~- I SILT FENCE z O
" - IN E~-SEME-AIT-~NI~H - ~ ~ ~ - - - - - - - ~ ~ / / - \ \ \ A V A ~ OFF SITE GBAD ~ - / - - - / ~ / / V Al\\~0\~A~-~ vim. v \ \ ~ - ~ ~ i / ~ Ill ~OUB~.E / / / / ~ I
CITY OF-C~A&LO1T~0t~ INI~P~R6EL~ 7~MP6RARY SILT ~ / / ~ ~ \ \ - _ 2L " - - - - - - - - - . / / fiR P SE BAF~FL~S,1 \ \ 1 ~ 1 \ \ \ \ V \ ~ ~ ~ / ~ / . ; / / / ~ I TP ~ ~P ~ P ~ / TREE PROTECTION ~ 1 V A~\s~\ ~ - ~ ~I rT, , ~NC~ h-~P~ ~J i T~ / I- III
- R \ 1 _ ~ ~ ~ _ - _ _ - _ -t+ ~0.05~TYP.~TO- / / /PEA C S 30. 9' Y . \ \ I \ ~ \ \ RIP RAP APRON CHART ~ ~ _ . 91R€CT~WATER TO / ' ~ \ ~ 1 \ I I - ~ I \ \ \ ~ ~ A ~ ~ \A ~ v ~ / i~ ~ ~~~~~~`.-~i C~ / / ~ f LSD ~-f-Lg~- l LIMITS OF DISTURBANCE O \ V A ~ ~ / / / / I ~ ~ I F-I
Outlet Quo Do La 1Va d50 RipRap dmax Thickness ~ ~ I $ED. BASIN #2 _ - ` ~ - / / I 1 ~ \
~ ~ _ - _ _ . - S M AP A'R ~PER~CLDSM~3~0 Tb I I I cfs in. I I in Class in in ' ~ ~ I ~ 1 A ( ) O O O O ~ ` , _ _ , - _ _ CBE ~ AOY-IED/ 0 MM,ItNE~,T 1~ISER.iSE I / I 1~ 1 ~1~ ~ i// LOCATfON~/ - / / / I~ ( ~ WOODED AREA ~ VA \V~\ \~~s~ \ _ ~ / / / / I A~ ~j ~j~j~ / DIVERSION DITCH ~„I
_ ~ ~ / I l I 1 \ ~ ~ i _ _ _ - - - - - - SHE~FT~SW~1 FOf~ RI C,ONSTfy21'I~l / / I l I I r 1 \ \ ~ ~ ~ ~ - i i / I 1 1 I ~ \ HW 1 127.00 60~. 40 45 18 2 27 40.5 ~ ~ ~ ~ ~ I~ , ~ r ~ ~ i DETAIJ~S. ORIf• CEi~=3. TO'BE INCR A~SEr6 / I l p I I 1 \.A
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POND 9.00 36 in. 30 42 8 B 12 22 ~ ~ ` ~ ~ ~ - " , ~ ~ - / / I ~ T ' M~l , - - - _ - ~ ~ ~ 3~I~ENT-B 1~J ~ / / 1 I m ereducedtol.5 d50 with useoffilterfabric,Minimumthickness=l0", ~ ` ~ ~ ~ ~ ~ - ' ~ / / ~ ~ / I / / ~ I I / IN ~ ~Tluckness a?b ( ) ~ ~ ~ ~ A- - - ~ i / ~ / U A~ ~ ~ / / ~ l I I~ T'~ M W \ ° E1NI~ IM ~ ~ / _ - - - ~ / °a ~ °o CONSTRUCTION ENTRANCE
~ _ ~ _ _ - - _ ~ ~ ~ / / ~ ~i 1. _ ~r~'F?~_v;rtE~ i / I I ~ I I V I~~ i r~41 v ~ o ~C~o~ ~y665 ~ SEWER ~ I l / oo`~~°
~ / I i II ~ Sediment Basin Data Block - - - - - - ~ ~ ~ ~ / / , j ~~1 ~ ^ pG~ 1~3 ~ / I I - - / ~ '"Y I \ ~ \ ~ , ~ i ASEMENT / / r~ o ~ o° °
Basin Volume Basin Surface Area Cleanout Skimmer Skimmer i i / ~ ~ / ~ I I Drainage Denuded Area s~ ~ - - - - - ~ i / j / / - ~I~ ~ 4' e'/ / / / ~ I VI ~ ~II I l ~ ~v vvv~ ~V~-~'~~'~~ I I I ~ / / ~ y vv ~ k~~~~~ v / / I I
Basin Required Pro~itled (Cubic Required ProNded Depth H (Feet) Z (Feet) L (Feet) T (Feet) W (Feet) Pipe Dia. Orifice ~l - ~ ~ / / ~ _ - - _ - ~ / y / 0 / ~ . Area (Acres) (Acres) ) ) ) ( - - - - - . - ~ ~ / - - _ - - - , - / / ~ ( r. Q10 (Cubic FT. FT,) (SQ FT.) (SC FT. (FT.) Hl2 (in. Dia. in.) / I --0 ~ ~ , , _ _ / 1 ~ ) ~ 1, \ ~ ~ \ UR~EYED~~P ~ ~ ' ~ ~ 6' I
2 .40 21.60 62.75 45720 92957 27335 30189 6.21 10.0 12.5 20.0 1.5 10.0 5.00 5.00 JI ~ - - - ~ / - - / ~ I 1 1 1 5 ~ / / / ~ _ ~ I 1 SEDIMENT TRAP i 1 ~ v ~ ~v 1 y 660 _ / / ~ I v / ~ \ \ i _ ' ~ I
Sediment Basm ata oc - ~ ~ ~ ~ , ' / / / / I ` - , _ / I I l I
Basin Volume Basin Surface Area Cleanout Skimmer Skimmer ~ - - - ~ ~ ~ ' / / I \ - ~ ' - - ~ 1\~ Drainage Denutled Area H Feet Z Feet L Feet T Feet W Feet Pi Di . J - - - ~ ' ~ / / / / ~ I I l ~ Basin Area (Acres) (Acres) Required Pro~nded (Cubic Required Promded Depth ( ) ( ) ( ) ( ) ( ) pe a Orifice - ~ \ - / ~ / / / _ - I I I / I I / ~ \ \ \ ~ VA ' BUFEER~35' ~ v ~ ~ / / i ~ ~ ~ ~ I V / . ~ ~ \ 1 , ~ SWIM ~tJFFE~ - - ~ ~ v ~ J /
Q10 (Cubic FT.) FT.) (SQ FT.) (SQ FT.) (FT.) Hl2 (in.) Dia. (in.) / ~ _ , , / _ - - I 4 I ( ~ /A~ A \ v / / / PxoJECT No. IBC-08030
2 PH 1 5.50 5.50 17.19 9900 34685 7490 30189 1.07 3.5 6.0 20.0 1.5 10.0 6.00 3.30* ~ / ~ - ~ } ~ I tRIPI A ~IP ~A~f~R~N PEf~ I i ~ _ ~ ~ 15,4JPLAND \ \ \ I ~ / / ~ _ DEMOLITION V A Cb M ~20.'$3~ ~ ~ / C \ . - A ZONE ~ ~ A V / / / / ~ FILENAME:
DRIFICE SIZED FOR PHASE 1 DRAINAGE AREA ONLY. UPON IMPLEMENTATION OF PHASE 2 EROSION CONTROL. P-l:A~},-ORIFICE SfZ€ TO BE ~ _ _ _ ~ ~ \ ~ _ IBC08030-G2
INCREASED PER PHASE 2 PLANS. ~ ~ - r , ~ / ~ \ \ \ - ~ _ \ \ \ \S'Ef ~HAf 5edimentTrap Data Block _ - / / \ \ SE'f ~HAR~ Q~ ~D€T~111 \ ~ ~ Z~' ~ I I \ \ DESIGNED BY: SMM
Trap Volume Trap Surface Area Cleanout ~ _ ~ / / / - ~ \ \ \ \ v v v \\t\ ~ \ ~ ~ ~ y ~ AST A1aIStDE~ ~ ~V ~ I I I A \ \ \ DRAwN sY: SMM RMR
Tr~n Drainage Denuded Area Ro,,,,;ro,~ pr,,,~~oa rn~h~~ Qon~aro~ Arm„ao~ r~nrh H IFPP{~ I IFPPI~ T iFPPr~ ~nr rFPPfl X IFaPI1 ` - nra~an~ ~ onu _ ~'1-,~/~. , / _ ~ _ - - ~ \ sF ~ \ ~ \ ~ ( 1
ur Area (Acres) (Acres) .,y,..,,. ..wu ~ ...yu „u .,..N ~ 1 ~ Q10 (Cubic FT.) FT.) (SQ FT.) (SQ FT.) (FT.) Hl2 $JL T FENCE PEE? - - - bF I f
s ' 39 C>S \ RISE \~STRUCTURE SAND 4 2.30 2.30 8.32 8280 8776 3625 4025 1.03 2.0 10.0 1.5 5.0 7.0 GLDSMl :068 URVE~E~TO-P~ - / EM ANKMENT T0.' B STRUCTURE SAND scntE: 1 » \ 1 ~ f - - ~ =60' C#RAPHIC SCALE
Skimmer Basin Data Block ~3 ' PCCO/ - ° / BA k ~ CO STI~UCTE6 PER WENT TO, BQ DATE: 6-15-2009 UCTEd PER \ ! \ V )i//~/~ so d 30 60 20
Basin Volume Basin Surface Area B~ S ECIFCATIOIJS , SH WIN Drainage Denuded Cleanout Skimmer Skimmer , -MAINTAIN MIN: 3& /t 9e Required Pro\Aded ON E T~SW- A ICATIOI S , SH~WN SHEET NO. /off
Basin Area Area Required Prodded Depth H(Feet) Z(Feet) L(Feet) T(Feet) W(Feet) Pipe Dia. Orifice T UNDISF BAD,-FR / -66 Ff (Cubic (Cubic 1-1 1 Y O~ - _T sW-~A 1 V A I~V~ /co C-4 1 inch = 60 ft.
Cr1 OT SOP -OF BAN'K/A (Acres) (Acres) (SO FT.) (SO FT.) (FT.) H!2 (in.) Dia. (in.) / Q10 FT. FT. _ ~ xP B F F~ J~ 1 F G Q41 - Ov
5 1.80 2.95 10.24 3240 7376 3344 3541 0.71 2.0 4.0 10.0 1.5 5.0 2.00 1.70 T / / _ ~~p~~ A / - ~ ~ N 1., ~ 4 12 J F19 \ 1 C Co / McADAMS
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VRU~` _ _ _ _ - - , - , - - 72O ~ / AREA BOUNDARY "IYP.) ~ ~ \ / i / 6 _ _ _ _ _ ~ ~ - - - - ~ SEE INLET DRAT AGE AREIA API O / ~ ; / / \ ~ \ \ \ \ THE IN PLACE EROSION CONTROL NECESSARY TO ALLOW V ~ ~ ~
~ ~ \ \ ` \ \ - ' - ~ THE SITE TO BE CLEARED AND GRUBBED IN PREPARATION ~ O ~ ~ Q
~ ~ ' - - ~ ~ _ ~ ~ SHEET C-9 F~R EXTEN S F \ 1 \ ( ~ ~ ~ ~ ) ~ R \ ~ CMU WA R LINE / SITE ~ ~ BASIN I \ I I ~ - ---1:;--,.~ ~ ~ ~ ~ _ _ - ~ / 1 \ I EASEME T ~ ~ ~ \ \ \ ~ ~ ~ FOR THE INITIAL STAGE OF THE GRADING WORK. THE ~ U ~ ~ ` \ \ ~ ~ ~ ~ - - ~ PHASE II MEASURES DEPICTED ON THE PLANS SHOW THE IN ~ ,~j ~ Z ~
_ ~QQ~ ~i \ \ \ ~ ~ ~ \ ~ - _ PLACE EROSION CONTROLS THAT WILL REMAIN AT THE ~ a Z
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I l I ~ ~~7v, ~ " 62 ~ \ ~ - _ _ ~ - OF THE GRADING WORK, THE CONTRACTOR SHALL BE O ~ ~ ~ ~
PIN 'i~~ 10~+103 _ ~ ~ ~ - , _ _ _ REQUIRED TO INSTALL ANY ADDITIONAL TEMPORARY W V
\ ~ , - , _ , ~ ' ~ _ \ ~ 'll , . - ~ - , _ MEASURES THAT MAY BE NECESSARY TO CONTROL F"J Z ~ F ~
\i ~ / ' SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF ^ Z O
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_ / ' ~ (I _ . - - _ - - ~ I J / / / EROSION CONTROL NOTES E-{ ~ ~ ~ H
/ ~~~A \ A A \ \ ~ / / / / , I / ,,r- _ i L~ ~ /1, _ ~T~ ` ~ / / 1. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT W ~ E-~ C~ ''~U /STANDARDS MANUAL. W U O ~
i ~ i V A V A \ / ~ ~ ~ i ~ ~ / / i--~~ VA V A V ` \ l I ~ I / / I ~ / --i' ~"`-"-G'~ - J695- - ~ - ` ` J ~ / / / 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT ~ ~ ~ ~
. ~ I~~---~ ,r"'~--~- ~ _ - _ \ ` / FROM THE ZONING ADMINISTRATOR. O ~ O _ _ x- ~ _ i- e ~ ~ ~ ` ~ ^ / ~ 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A W i`
/ . / , ~ - ~ 7`-----_.{,~ ~ ~ ~ _ / / VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS ~ ~ ~
~ A v v v l l~ l l ~ 1 / / / / A \ \ V v v v ~ ~ l l l I l ~ ~ / / - ~ V A V A A v / / / / / / , Av~I / / / / / ~ / ~ ' ~ / ~ ~ SUBJECT TO A FINE.
/ / ~ ~ ~ A v v v v / / / / / / / / / / / / - ~ / / ~ ~ - 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL ``~µu~i~n~~~~~ / / ' , ~ ~ PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE ~~~,~N CAR~~
/ / ~ ` _ 1i1~~ AND IS SUBJECT TO FINE. ~~~~l~L
VICINITY MAP / / ~ ~ A V A_ , v 11 ~ / / ~ / ~ ~ \ \ \ \ ~ \ \ 6g~ / 5. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. 0 ; ~ ~ ESS ~ • ~ y ~ / REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. ~
NOT TO SCALE / ~ ~ ~ A - ~-V ~ \ \ ~ ~ ~ \ / \ / / //,~.~~~~/~v ~ ~ V A I l I l l / / / / \ ~ \ ~ ~ \ ` \ \ ~ I ~ ) / / 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
/ ~ : v~ ~ ~ v v A \ \ V A I v-~-- / l / i ~ v / / ~ \ ~ \ \ \ 1 / / 11 / o \ I \ - - _ \ \ \ ~ \ ~ ~ ~ ~ ~ ~ / / ~ REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT. ~ ~ \ / / 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER h
/ / _ v vv~~ ~ \ \ V I ~ / / ~ v ~ ~ V I / _ \ \ \ \ 1 \ ~ / / / _ \ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ \ \ ` / / / THAN 10' REQUIRE ADEQUATE TERRACING. [CLDSM ;30.16] ; ~
ALL DISTURBED AREAS x / / / \ ~ \ \ \ \ \ \ ' ~ n ~ ~ / / / / / \ \ - I - - - - , - - _ TO BE SEEDED PER ~ / ~ \ \ \ \ \ /I / / ~ / / / ~ \ ~ / / \ USED. \BA~SIN ~ \ \ \ \ ~ , ~ ~ / / / / / / / / \ / _ _ _ _ _ , / , , _ _ = , ~ ` ` _ ~ ~ \ ~ ~ ~ ~ 11 \ ~ / ~ 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ~L ~ . , I ,r ~ ~ \ \ \ ~ V _ ~ _ _ _ _ _ _ r ~ \ ~ ` ~ ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. •G ~ p~~
CLDSM 30.17A/B. SEE / \ \ FbW PATF~ \ \ ~ \ ~ ~ nl ~ ~ ~ / \ / - _ _ _ - _ ~ ~ - ~ ` - \ \ \ 9. DRIVEWAY PERMITS FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF
DETAIL SHEET D-4. I \ \ ~ ~ ~ / / / / / / / \ \ / / - - - ( ~ l I 1~~~~ ---.vvvv v v v V A \ \ v ~lI ~ / / / / / ~ / / -~~v\ III I ~ ~ ~ ~ ~ - . - - ~ ~ \ \ \ \ WAY MUST BE PRESENTED AT PRE CONSTRUCTION MEETING.
L DISTURBED I I _ ,,vvvvv v v v v v / I 1 ~ _ I I i t v v ~ \ \ \ \ \ ~ \ CONSTRUCTION SEQUENCE:
AREA FOR THIS PHASE 1A 2.09_ AC. ~ ~ \ \ \ \ \ / , I 1 ` , _ ~ - _ _ ~ J ~ I \ I \ ~ \ ~ ~ - - V A \ \ \ ~ ~ ~ A V ~ 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY ~ \ ( ~ - \ \ \ \ ~ ~ ~ \ \ \ / ~ OF CHARLOTTE ENGINEERING DEPARTMENT. w w
I ~r- A\\\\\ V A ` \ \ v,/ v / / / / \ ~ - _ 211 I ~j =~\\I I ~ ( \ i \ \ \ ~ ~ ~ \ \ \ \ / 2. OBTAIN DRNEWAY PERMITS AND INSTALL GRAVEL CONSTRUCTION ~ 5
I ~ C --`f"""~ ~ ~ _ ~ AA\\\\ V A ~ ~ A A / ~ _ - ~ ~ l / / \ V ~ ~ - ~ A\\ .ice l l AA / ~ \ I ~ I ~ \ \ \ \ ~ ~ \ \ \ \ ` ENTRANCE IN ACCORDANCE WITH DETAILS PROVIDED. ~ ~ / \ \ ~ 3. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION
~ \ _ ~ Ito / ~ ~ \ II - _ , / / \ / ; ; ~ / / / \ \ \ ~ \ I \ _ ~ \ ~ / / / \ \ \ \ \ / / ~ / \ \ j \ ~ ~ , I _ 1 \ \ \ \ ~ \ \ \ CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS z z
v ~--~v I ~_~v -vvvvv vI III - / / I / v v v / / v~A ) ailAI \ \ ~ \ \ \ EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE w w
MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP ~ ~ J - - I ~ ~ ~ \I - / / / \ \ \ \ \ ~ ~ ~ / / = . _ ~ 1 1 N BANKS TO DENUDED LIMITS. ~ s- - - ~ ~ \ I \ - - / / ~ ~ ~ ~ - - _ - / , / / / / ~ OF ALL CHA NEL ~ \ \ \ \ I is \ - / / / ~ / / _ / / I n ~ ~ 11 ~ I I ~ \ ( ` ~ \ \ \ \ V~ V A 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF z z / / / (I 1 I 1 I ` \ \ \ \ \ \ \ \ CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE. ~ o
\VA ~ ~\A vvv \ III ~ ~ / ~ / / / I ALL TREES & BRUSH REMOVED DURING ~ ` \ \ \ I I ~ / ~I ~ ~ / , ~ - ~ / - ~ ~ ~ _ - - - / / ( / / / ~ ~ I I / ~ - 1 - - ~ \ ~ \ \ \ \ \ \ \ \ \ 3A. DEVELOPER/APPLICANT MAY ELECT TO ONLY DISTURB WETLANDS w w
CLEARING & GRUBBING OF SITE SHALL ~ \ \ \ I ~ _ : ~ ) 11 / \ ~ /I~ / \ \ \ ~ , llJ ~ I/ fit' ~ / / \ \ \ 1 I \ ~ (((I ! I I \ ~ ! C 09 J - \ \ \ \ \ \ \ \ I ~ DURING PHASE IA TO MEET DWQ/CORP PERMIT TIMELINE. THIS TO BE F F \ ~ r~~ ~ . ' / ' ~ _ _ i ~ \ \ \ \ I I DISCUSSED AT PRE-CONSTRUCTION MEETING. SEE SHEET C-2C. v U
CHIPPED ON SITE AND HAULED OFF SITE ~ \ \ \ \ I ~ / I ? \ ~I~ ~ - - - - - - ~ , ~ ~ \ \ ~ ~ ~ _ , \ \ \ FOR DISPOSAL. ~ A V A \ \ \ \V I ~ ~ Ill lI I I / ~ ~ l ~ / / ~ ~ \ \ \ - - - - - ~ ~ \ V \ \ \ \ ~ \ ~ ~ - - - - ~ ~ \ \ 1 \ \ \ ~ ' I ~ 4. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION Z o 0
~ v v A V ~ t ~ Il l 1 IS\I A \ ~ A \ NO OFF SITE BORROW AREAS SHALL BE ~ ~ \ \ \ \ \ I I 1 \ J - - - _ - - - - ~ , ~ ~ \ ~ ~ \ \ \ \ ~ \ \ \ \ \ \ / _ I I/ 11 i I \ ~ \ ~ \ i ~ ~ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 05` ~ / - \ ~ I 1 \ I I I I ~ I 'DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PHASE O I I \ \ \ \ \ \ \ \ \ \ / / ~1 \ / ~ f I 1 I I ~ I ~ / 1 PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. ~ p
UTILIZED DURING GRADING OF THE SITE. ALL ~ \ \ \ \ \ \ I \ II II I - - - ~ , 0, \ ~ ~ ~ ~ ~ \ \ \ ( / / CLEAN WATER DNERSION DffCHES SHOULD BE INSTAlLEO PRIOR TO ANY o a
FILL SHALL BE OBTAINED WITHIN LIMITS OF \ \ \ \ \ \ \ \ ~ / ~ I I \ ` - ! ~j - - - - ~ _ - ~ ~ 6g ~ ~ \ \ \ - - - - , ~ ~ ~ \ \ \ \ \ \ DISTURBANCE SHOWN~ON PLANS. ~ \ \ \ \ ~ ~ - ~ / ~ - ~ / i V A 1 \ ~ V \ V A \ \ \ V A 1 / / / I 1 \ ~ / / ~ ~ III ~ ~ CLEARING FOR BASINS AND OTHER EC CONTROLS. W \ 1 \ \ \ \ \ \ I 1 ~ / / ~ \ / I ~ I I I~\ I 5. CAII FOR ON-SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY a a
\ \ V v v \ ~ 1 VA \ _ ~ ~ / ~ ~ A1A v V 1 1 1 \ I 1 \ \ I / I ~ \ ~ ~ 11 INSPECTOR CLEARING AND GRUBBING MAY BEGIN.
\ V ~ A VA \ ~ ~\\V\VV A~~ ~ ~~1\ ~ ~ ~ ~ \ \ ~i i , A \ ~ 1 1 I \ 1 I I \ / ~ ~ ~ _ / 1 ~ ~ I I I 6. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS 1 1 1 1 1 ~ ( ~ ~ ~ ~ - ~ ~ ~ I ~ ~ ~ / I ~ / ~ ~ ~ I I I GRADED. WHENEVER P05SIBlE, EXISTING VEGETATION SHALL REMAIN IN
SEE SEDIMENT BASIN DETAILS ON \ ~ ~ \ \ \ ~ ~ ~ ~ \ ~ / ~ ~ ~ \ _ ~ ~ \ ~ t 1 1 ~ ~A \ ~ A \ VA ~ ~ ~~~A\\~ I ~~A~'\y~~ ~ ~ ~ AV A \ ~i' i / \ 1 1 1 I I
,t v ~ v~~ ~ v / -a v ~ ~ ~ _ _ ~ A 1 \ 1 ~ I SHEET D-4 \ \ \ \~~~~~\1 1 ` ~ ~ ~ \ \ ~ ~ \ \ 1 I 1 1 11 1 ~ ( I ~ ~ ~ ~ / I / ~ \ ~ I ~ ~ ~ I ~ ~ I 7~BEG NO MASS EGRADING A TIVOITIES~ AS SITE IS GRADED AND PAD BUILT O I ~ I I ~ ~ I I / / / A ~ ~ ~ ~ ~ ~ I UP, CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER FLOWING ~
I I ~ ~ ~ ~ ~ I I 1 I ~ / / / A\ \ - ~ ~ ~ / ~ ~ ~ OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS. ~
\ ~ ~ \ ~ ~ ~ ~ ~ ~~,1 ) / /l I ~ ~ ~ 685 ~ 1 ~ I i I I I I ~ I I 1 / / \ / r / / / / / / DITCHES ANO SLOPE DRAINS SHOWN ON PLANS DEPICT REQUIRED
STREAM IMPACTS PERMITTED BY \ \ \ ~ \ \ ~ ~ ~ ~ ~ ~ _ , ~ / / / II l ~ ` ~ ~ \ \ \ ~ ~ ~ ~ ~ ~ \ ~ _ _ ~ , ~CfMITS OF SEDMdENT IIII I I I \ \ \ \ \ ~ ~ ~ ~ ~ / / ~ ~ ` ~ ~ IN #1 FOLLO STh~EI I I I I \ / / / I / / \ \ / / / , DNERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL ~ ~ I I I I ~ ~ ~ I I 1 I / ~ / / / / / ~ A ~ ~ / / ~ / / / / / MEASURES MAY BE NEEDED AS GRADING PROGRESSES. ~ O N
A,C.O.E GENERAL PERMIT ACTION ID \ \ ~ ~ ~ ~ ~ ~ ~ ~ - , , - - ~ / ~ ~ ~ ~ ~ \ \ \ \ - - _ _ ~ ~ , - W IIII I I I ~ \ \ - ~ ~ ~ ~ ~ \ \ \ ~ 6.Z5'CQNTOUR. FILL I I I I ~ ~ I ~ / / ~ / / 8. SEDIMENT BASIN #1 TO REMAIN IN PLACE UNTIL ALl FLOW FROM SITE ~1 p; ~1
SAW 2009-00940 \ \ \ ~ ~ ~ ~ ~ ` ~ ~ , ~ ~ ~ 1 ~ \ ~ ~ \ ~ ~ - _ _ - - I I I \ \ \ ~ ~ ~ ~ ~ ~ - _ ~ \ ~ ~ ~ ~ \ \ \ 1 \ ~ ~ , - NOT T BE PLACED I~ I I I I I I \ V A ~ ~ ~ ~ ~ ~ A A ~ ~ ~ ~A1\ V A\VA ~ _ ~ I I I I ~ / / }Y~ / \ / / / / HAS BEEN DIRECTED TO SEDIMENT BASIN ~2 OR SKIMMER BASIN ~5. AT a O I ~ ~ ~ I I I / / / / / / / / / I / / / \ ~ / / / / ~ / ~ ~ ( THAT TIME, BERM MAY BE REMOVED AND CONSTRUCTION OF RETAINING W ~
DWQ# 09-0544 \ \ ~ ~ ~ ~ 1 \ ~ \ \ \ \ \ ~ °s 1 \ _-B~ D LNG P~iAS~ I I I ~ / l 1 I 1 \ ` \ \ ~ ~ ~ ~ ~ ~ \ \ ~ \ \ \ \ \ I \ ~ AND I I IAL GRAN / I I / v ~ ~ ~ ~ ~ ~ v 1 \~'\V A ~ v i / ~ WALL MAY BEGIN. Q ~ ~
\ \ \ ~ ~ ~ ~ \ ` ` ~ \ ~ \ \ 1 - -PERIOD. \ l l / I I ~~~~~~~~f~ ~ / / / ~ ( I I ~ ~ ~ 9. SKIMMER BASIN ~5 TO REMAIN IN PLACE UNTIL STORM DRAIN SYSTEM ~ ~ x / / / ~ ~ / / / ~ ~ / I ~ / / / _ - ~ / I ~ ~ I / E I HAS BEEN CONSTRUCTED THAT WILL CARRY ALL STORMWATER FROM BLDG ~j ~ ~
v v ~ ~ ~ ~ v v ~v v v \ v \ v \V 1 \ ~ v~ 680==== ` v 111 \ \ 11 / / / / ~ / I / 'D' TO SEDIMENT BASIN ~2. ~~--~QII O
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V~ V A ~ A V ~ ~ \ VA V A\ V A\ 1 1~ ~ A V A I 1 1\ 1 1 v v v ~ ~ ~ v v v ~ ~ vv`v v v VA \\VAVA ~ ` v v v 1 \\11 \1A 1
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\ \ - \ II v v v v v v v v ~ v v vv vv vv \\V vvvv I % v v v v I 1 I I ~v v ~ v ~ ~ v vvvv v vvvvv\V v vv` ~ v 1 11 111 11 I 1 ~ ~ ~ ~ ~ ~ ~ / / / / / I ~ I ~ ~ I I ~ / ~ / I 12. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL O
\ \ \ \ ~ EXIST GRAVEL \ ~ ~ \ \ \ \ \ \ \ \ - ~ \ \ \ \ \ ~~1~1M AP~2Af~AlT S PEE L l ~ ~ ~ l I l l / I ~ I EROSION CONTROL DEVICES AND STRUCTURES. ~ if~A~' S PEE rL SM 3D.~1261T0 I ~ ~ / j I
v \ \ V A ~ R@AD` V ~ ~ ` VA\\\\VA VA \VA\\ \\V AV ~ I ~ `vvvA E~l~TdH~E Q~ V A ~ v A \ ~ ~ v A VAVA\V A VA \VAA\VA\~~ A ~ vv\ ~ Ol,~ t~Q ~ R~1,~~EF~RIS~R. / ~ ~ ~ ~ II ~ ~ ~ / ~ 13. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET ~ 1 V A 1 1 ~ \ \ _ / ~ ~ ~ I I ~ ~ ~ ~ / ~ l ~ E I WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH W ~
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1 ~ \ \ \ \ \ ( \ I / I I ( ~ 14. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE. - ~ 1 \ \ \ ~ I I ( ( l ~ J ~ ~ ~ 15. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL O
\ \ ~ \ \ \ \ \ \ \ \ h \ l I ~ V A ~ v v V v v 1 v vv vv ~~~~vv`vv v vv v r / ~ v v~~ \ \ 1 Pp D`e \ ` I I ~ I / / / / OF EROSION CONTROL MEASURES.
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~ ~ 1 ~ ) I -~%J.... BO NDARY YP. ~ \ \ \ \ \ \ \ \ ~ \ \ \ \ ~ \ \ \ 1 \ \ \ \ \ ~ f~ ) v v \ 1 1 11 \ \ v vv ~ v~ v vv vv ~ A I \ \ I V A \ V 11 1 1~1~1~~R ~P~ ~YP~~ ` \ \ ~ \ \ / ~ I I i I I ~ ~ / / / / ~ ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
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J Basin Surface Area Cleanout Skimmer Skimmer _~UF _ ~ I- _ _ J r / / / SHEET NO. /oil
Basin Drainage Denuded Area Required Basin Volume ided (Cubic Required Provided Depth H (Feet) Z (Feet) L (Feet) T (Feet) W (Feet) Pipe Dia. Orifice - - -6 / / Area (Acres) (Acres) FT. FT. (S Q SQ FT. FT. Hl2 Dia. in.) . / ss` / 2.7 (Cube ) ) (Q ) ( ) ( ) (in.) ( R TE / 16 C-4A 1 inch = 60 ft,
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f- z- * ORIFICE SIZED FOR PHASE 1 DRAINAGE AREA ONLY. UPON IMPLEMENTATION OF PHASE 2 EROSION CONTROL PP-ILW ORIFICE SIZE O B ~ 'RI N 1 4 4123 McADAMS
y INCREASED PER PHASE 2 PLANS.
- - - - - - -

VICINITY MAP
NOT TO SCALE
3
NOTE:
THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT
THE IN PLACE EROSION CONTROL NECESSARY TO ALLOW
THE SITE TO BE CLEARED AND GRUBBED IN PREPARATION
FOR THE INITIAL STAGE OF THE GRADING WORK. THE
PHASE II MEASURES DEPICTED ON THE PLANS SHOW THE IN
PLACE EROSION CONTROLS THAT WILL REMAIN AT THE
COMPLETION OF THE FINAL STAGE OF THE GRADING WORK
REQUIRED BY THE PROJECT. DURING EACH INTERIM STAGE
OF THE GRADING WORK, THE CONTRACTOR SHALL BE
REQUIRED TO INSTALL ANY ADDITIONAL TEMPORARY
MEASURES THAT MAY BE NECESSARY TO CONTROL
SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS.
EROSION CONTROL NOTES
1. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT
FROM THE ZONING ADMINISTRATOR.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE
AND IS SUBJECT TO FINE.
5. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS.
REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
THAN 10' REQUIRE ADEQUATE TERRACING. [CLDSM #30.161
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING
ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
9. DRIVEWAY PERMITS FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF
WAY MUST BE PRESENTED AT PRE CONSTRUCTION MEETING.
ALL DISTURBED AREAS
TO BE SEEDED PER
CLDSM 30.17A/B. SEE
DETAIL SHEET D-4.
TOTAL DISTURBED
AREA = 37.6± AC.
MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP
OF ALL CHANNEL BANKS TO DENUDED LIMITS.
ALL TREES & BRUSH REMOVED DURING
CLEARING & GRUBBING OF SITE SHALL
CHIPPED ON SITE AND HAULED OFF SITE
FOR DISPOSAL.
NO OFF SITE BORROW AREAS SHALL BE
UTILIZED DURING GRADING OF THE SITE. ALL
FILL SHALL BE OBTAINED WITHIN LIMITS OF
DISTURBANCE SHOWN ON PLANS.
SEE SEDIMENT BASIN DETAILS ON
SHEET D-4
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY
OF CHARLOTTE ENGINEERING DEPARTMENT.
2. OBTAIN DRIVEWAY PERMITS AND INSTALL GRAVEL CONSTRUCTION
ENTRANCE IN ACCORDANCE WITH DETAILS PROVIDED.
3. SET UP AN ON-SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION
CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE
48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF
CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE.
3A. DEVELOPER/APPLICANT MAY ELECT TO ONLY DISTURB WETLANDS
DURING PHASE IA TO MEET DWQ/CORP PERMIT TIMELINE. THIS TO BE
DISCUSSED AT PRE -CONSTRUCTION MEETING. SEE SHEET C -2C.
4. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION
DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PHASE
1 PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
CLEAN WATER DIVERSION DITCHES SHOULD BE INSTALLED PRIOR TO ANY
CLEARING FOR BASINS AND OTHER EC CONTROLS.
5. CALL FOR ON-SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY
INSPECTOR CLEARING AND GRUBBING MAY BEGIN.
6. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS
GRADED. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL REMAIN IN
PLACE TO PREVENT EROSION OF SITE.
7. BEGIN MASS GRADING ACTIVITIES. AS SITE IS GRADED AND PAD BUILT
UP, CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER FLOWING
OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS.
DITCHES AND SLOPE DRAINS SHOWN ON PLANS DEPICT REQUIRED
DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL
MEASURES MAY BE NEEDED AS GRADING PROGRESSES.
8. SEDIMENT BASIN #1 TO REMAIN IN PLACE UNTIL ALL FLOW FROM SITE
HAS BEEN DIRECTED TO SEDIMENT BASIN #2 OR SKIMMER BASIN #5. AT
THAT TIME, BERM MAY BE REMOVED AND CONSTRUCTION OF RETAINING
WALL MAY BEGIN.
9. SKIMMER BASIN #5 TO REMAIN IN PLACE UNTIL STORM DRAIN SYSTEM
HAS BEEN CONSTRUCTED THAT WILL CARRY ALL STORMWATER FROM BLDG
'D' TO SEDIMENT BASIN #2.
10. MAINTAIN AND ADJUST E&SC MEASURES AS MASS GRADING
PROGRESSES TO MAINTAIN PROPER E&SC CONTROL.
11. INSTALL STORM WATER COLLECTION SYSTEM, VELOCITY DISSIPATERS AND
PROTECT INLETS WITH SILT FENCE, GRAVEL FILTERS, SILT TRAPS OR OTHER
APPROVED MEASURES AS SHOWN ON THE PLANS.
12. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES.
13. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET
WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH
PHASE OF EROSION CONTROL MEASURES.
14. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE.
15. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL
OF EROSION CONTROL MEASURES.
16. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE
EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
17. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF
THE SITE IS APPROVED THE PERFORMANCE BOND, IF REQUIRED, WILL BE
RELEASED.
PHASE 1 SKIM
BASIN #3 --
SKIMMER BASIN #3 TO REMAIN
IN PLACE UNTIL ALL UPSTREAM'
FLOW HAS BEEN DIRECTED TO
SEDIMENT BASIN #1 LOCATED
ON SILVER LANDING - PHASE 1
(AS SHOWN ON PREVIOUSLY
APPROVED PLANS.).
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PROJECT NO. IBC -08030
FILENAME: I B C08030- EC3
DESIGNED BY: SMM
DRAWN BY: SMM RMR
SCALE: 1"=60'
DATE: 6-15-2009
SHEET N0.
C-5
11WADAMS
Ditch Calculations
Ditch
Slope
Width
10 yr
Flow
10 yr
Velocity
10 yr
Depth
Min. Ditch
Depth
Permanent
Lining Required
Lining
Type
Temporary
Lining
#1 - Sta: 6+00
1.00%
V -Ditch
0.69
1.64
0.41 ft
1.41 ft
NO2
N/A
N/A
#1 - Sta: 8+50
1.00%
V -Ditch
0.27
1.29
1.29
1.29 ft
Noe
N/A
N/A
#2
1.10%
2 If
5.3
2.74
0.57 ft
1.57 ft
Noe
N/A
Straw w/net
#3
0.50%
14
8.89
1.67
0.35
1
Noe
N/A
Straw w/net
#5 Sta. 0+00
1.50%
5
20.4
3.19
0.59
1.6
Noe
N/A
Jute Net
#5 Sta. 4+50
1.50%
1
3.15
2.66
0.48
1.5
Noe
N/A
Jute Net
#5 Sta. 8+40
4.50%
1
1.7
3.38
0.27
1.3
Noe
N/A
Straw w/net
Ditch 6
4.75%
1
1.7
3.45
0.27
1.3
Noe
N/A
Straw w/net
Ditch 7
7.50%
1
6.4
3.13
0.67
1.7
YES
RIPRAP3
Synthetic Mat
# 8 Sta. 0+00
5.00%
1
4.2
2.42
0.61
1.7
1 YES
RIPRAP4
Straww/net
# 8 2+00
1.15%
1
1.9
2.11
0.4
1.5
NO2
N/A
N/A
2 Per Table 8.05a of the NCDENR
Erosion and Sediment Control Planning and Design Manual no
permanent liner is required if velocities are below 4.0 ft/sec.
3 d50=9" Rip rap
4 d50=6" Rip rap
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SILT FENCE OUTLET
INLET PROTECTION
FILTER BERM
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-SF -SF -SF - SILT FENCE
-TP -TP -TP - TREE PROTECTION
LD LD LIMITS OF DISTURBANCE
WOODED AREA
= ==Z> DIVERSION DITCH
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PROJECT NO. IBC -08030
FILENAME: I B C08030- EC3
DESIGNED BY: SMM
DRAWN BY: SMM RMR
SCALE: 1"=60'
DATE: 6-15-2009
SHEET N0.
C-5
11WADAMS

~ ~ - - ~y~ 'V ~ + ~ I ~ ' ~ 1 DITCH LINING ~A 'C ' ' T Odd /
/ ~ / / I ( / ' ~ / I Ditch Calculations v `
a ~ ~ I I I l / ~ / ~ / / I 1 / / i = ~ 1 1 1 I / / \ ~ ~ \ ~ ~ ~ 10 yr 10 yr 10 yr Min. Ditch Permanent Lining Temporary
~ / 11 / i 1 1 1 I / I o v O/ ~ \ \ ~ \ \ \ I I ' ~ Ditch Slope Width Flow Velocity Depth Depth Lining Required Type Lining
o Bw0 / / s~ _ , - ~ - I / I 0 v WE _ - , , - - - ~ ~ I SEDIMENT B~ASI<iJ ~1 D AIN~GE ( CITY OF CHARLOTTE I \ \ ~I, \ I ~ ~ ~ #1 -Sta: 6+00 1.00% V-Ditch 0.69 1.64 0.41 ft 1.41 $ Noy NIA NlA
/ / 1 ~ \ - - - - ~ - _ _ ~ - ~ ( / AREA BOUN RYA (11~P. FUTURE WEST BCULFCAFD , / / \ Q - ~ DITCH #1 DRAINAGE AREA \ \ I ~ ~ ~ V A #1 - Sta: 8+50 1.00% V-Ditch 0.27 1.29 1.29 1.29 ft Noy NIA N!A ~ ~
' ~ ' - - - - - ~ ~ / SEE INLET D AIN ~E AE~EA ~AP I ~ ~ ~ - f , ' - ~ ~ , ~ 1 250` PJBL,C r~ICii )rOF W~~ ~ ~ / / - - LIMITS OF I/ (SHEET C-9~ FO ~XTEMTS IOF I i V BOUNDARY (TYP. A \ 1~ rr ~
- - - - DISTURBANCE _ - BASIN ) i ~ 1 I ` / SEE INLET ~DRAtNl~GE AREA MAP \ \ #2 1.10% 2 If 5.3 2.74 0.57 ft 1.57 ft Noe NIA Straw whet V
MRO -------TY. / ~ / ~ I ~ 1 I ~R~ _ - , _ 720 ~ / I L ~ 1 \ / / (SHEET C-9) FOR `EXTENTS OF \ ; \ \ \ ~ ~ ~ ~ \ BASIN
_ ~ DITCH 6 ~ I 1 \ \ \ ~ ~ \I'T ~ \ \ #3 0.50% 14 8.89 1.67 0.35 1 Noe NIA Strawwlnet ~ ~ Q
- ~ - ~ / ~ 1 / i / / SITE - - - r ~ ,(W~TEMP. LINER) v ~ DITCH 5 ) \ \ ~ I CMU WA R LINE v ~ i ~ _ / li \ \ ~ ~ O t~~ ~ ~ ~ #5 Sta. 0+00 1.50% 5 20.4 3.19 0.59 1.6 Noe N1A Jute Net H ~ O ~
_ - - . _ STA. 8+40 ~ ~ 1 - - ~ j / 1 \ I EASEME T t O ~ ~ ~Z ~
~ ~ ~ #5 Sta. 4+50 1.50% 1 3.15 2.66 0.48 1.5 Noe NIA Jute Net ~ ^ ~ W a Z ~ ~ i, ~
- - - - - ~ ~ ~ ~ ~I~ . ~ / ~ / ~ / ~ / PERMANENT DITCH TO BE ~ ~ - ~ - _ \ ~ ~ ~ ~ ~ ~ ~0 - ~ / / / ~ \ \ ~ i DITCH~S~- ~ CONSTR C`fED PER TABLE E "4.~~~ M ~ ~O x _E ~ ~ \ \ / ' #5 Sta. 8+40 4.50% 1 1.7 3.38 0.27 1.3 Noe NIA Straw whet O ~ ~ ~ ~
- ~ ~ ~ ~ ~ ~ ~ . 1~~ ,=fir " ~+`C,. / / / / \ ( ~ ! - - ~ ~ ~ ~ ~ ~ ~ ~ -V r _ / / J ~ V A / / I I ~ SUS 4.50 THIS EEf ~ / ~
~o~- - - ~ ~ ~ ~ ~ S / I ) ) \ (W/T MP. LINER) cHE CHECK DAM PER CLDSM ~ ~ ~ ' ~ ~ , / ^ \ i ~ Ditch 6 4.75% 1 1.7 3.45 0.27 1.3 Noe NlA Strawwlnet ~ ~ W Q x
30.10 (TYP.) ~ - ' - / \ ; Z ~ H ~ V'~ _ ~ / Ditch 7 7.50% 1 6.4 3.13 0.67 1.7 YES RIPRAP3 Synthetic Mat ~ ~ ~ ~ O
W ~ a ~o
DITCH 5 ,l # 8 Sta. 0+00 5.00% 1 4.2 2.42 0.61 1.7 YES RIPRAPQ Straw whet M1-I O ~ w Z ~ l F.L~
- - STA. 0_+00 ` i ~ ~ W I - - - - ~ # 8 2+00 1.15% z
G, ~ (WW~BMP. LINER) - ~ ~ / 1 1.9 2.11 0.4 1.5 No N/A NlA ~ W l~ ~ ~
,H \ is 9Z ~.Ol _,___~1, ~ ~ t, _ _ 695_ _ ~ Per Table 8.05a of the NCDENR Erosion and Sediment Control Planning and Design Manual no Z
/ I~ J . ~ ~ ,permanent liner is required if velocities are below 4.0 ff/sec. ~ r+ ~ ~ O
~ ~ , ~ SST; ~ - - - , _ s d50=9" Rip rap Z O ~ ~-~,~."-~I~~ :-n_____ - 4 450=6" Rip rap W ~ U ~
i v A \ ~ A / / / / / ~ 0 i ~ _ _L,_~ ~ C R TION SE UENCE: _ .1'1~~ OARO'~~'~
/ ~ - \ \ lI / ll(I l / ~ A l ~Qt, ~ A \ \ v v ~ ~ / / ~ ~ wv 1. OBTAIN`GRADIN~ EROSION'CONTf~OL PLAN APPROVAL FROM THE CITY
VICINITY MAP -o- ~ °rn \ 1 A_~~ v l ~ / / / / / / / / / / v / ~ o v~~ \ ~ ~ v ~ ~ 11 ~ l / l l l / l ~ ~ \ ~ ds f \ ~ ~ _Fj9~ / ~ OF CHARLOTTE ENGINEERING DEPARTMENT. ~0~: ~~S••~ S / yYO '--3, 98IAIN DRIVEWAY PERMITS AND INSTALL GRAVEL CONSTRUCTION ~
NOT TO SCALE / ,~g~~-~ ~ 1 v ~ ~ w / / / ~ ~ A V 1 / / / / / / / / / ~ 1 ~ \ ~ t ~ / ~ ENTRANCE IN ACCO1tDANCE-WFTH DETAILS PROVIDED. ~ S
_ _ i ~ 3. SEi UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION = ~ ~ \ ~ \ ~ ~ ~ ~ / / / ~ CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS t h
~ A\ V A \ V (I i / / 1 \ _ _ \ \ / EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE ~ ~ ~
ALL DISTURBED AREAS / / / \ \ \ \ \ \ \ _ ~ ~ ~ ~ ~ / / / / / / / / _ _ TO BE SEEDED PER / / / \ \ \ \ \ \ \ I / / / / / / ~ _ I _ - - - - _ - - ~ ~ ~ \ \ \ ~ f ~ , / / 48 HOURS PRIOR TO ANY LAND DISTURBING ACTNITY IS A VIOLATION OF ',92 ' ~e'~'~~:
CLDSM 30.17A/B. SEE / / \ \ \ ~ - n~~~~ ~ / / / / / / / \ 6°' - -----_----J~ ' - ~ - = - - - ~ J~ ~ \ CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE. N ~ Q~ ~ - ~ ~ ~ ` _ - - ~ \ 3A. DEVELOPER/APPLICANT MAY ELECT TO ONLY DISTURB WETLANDS ~ ~ ~ P; 1111
DETAIL SHEET D-4. _ \ \ \ ~ / 1 , / / \ / / _ - - _ ~ ~ ~ ~90 \ \ \ \ ~ / r _ ~ ~ \ DURING PHASE IA 70 MEET DWO/CORP PERMIT TIMELINE. THIS TO BE 'nunll - ~ ~ ~ ~ Q \ \
/ ( \ \ \ \ \ \ \ _ ~ / / / / / / / / 1 _ - / INLE~.~RB~E ~r \ III I l ( i f ~ _ _ A V v v ILA ~ / / / / / / 1 ~ _ .y - t ,DER cL 1 I ~ I (1; \ \ ~ / 1 / o~.$ III I I ~ ~ ~ ~ ~ ~ _ ~ ~ \ DISCUSSEQ AT~RE-CONSTRUCTION MEETING. SEE SHEET C-2C. \ ~ ~ ~ _ _ _ _ _ - - ' \ \ \ \ \ 4. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION
I _ vvv v V A v / v / / / / / / I I l - / L_ rv l l I v TOTAL DISTURBED (I \ \ \ / / / I 1 - - ~ i ~ III \ \ I I ` \ \ ~ ~ ,I ~ _ ~ O~ \ \ ~ \ \ - _ DITCHF~y` TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PHASE
1 vvvvv v v v v v / v ~ , ~ - / / / / I I 1 ~ ~ - - _ _ ~ ~ I 1 v = 37,6± AC. ~ v~ i _ vvvvv v v ` / / / / / I 1 ~ ~ - - _ ' v _ A ( I I AREA ~ ~ ~ \ \ \ / / / ~ , - _ \ I I I ~ \ ( / / ~ \ \ \ \ \ 1 / ~ ~ 1 P NS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. 1, ~ ~ \ I CLEA~ WATER DIVERSION DITCHES SHOULD BE INSTALLED PRIOR TO ANY
~ ~ ~ ~ A A ~ ~ \ V A ~ / VCLEA LNG FOR BASINS AND OTHER EC CONTROLS. w
MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP I\ \ \ \ \ ~ \ / \ ~ ~ ~ / / / / ~ ~ ~'~i" l / \ \ ~ \ \1 ' Id- I ~LL ~ \ \ / 5. GALL FOR ON-SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY > W / \ ~ ~ ~ ~ \ ~ \ \ ~ INSPECTOR CLEARING AND GRUBBING MAY BEGIN. ~ ~
OF ALL CHANNEL BANKS TO DENUDED LIMITS. - \ I ~ \ \ \ , - I l r \ \ ~ i / i \ ~ j \ \ 1 ~ - -o~- ~ ~ IJ\ \ \ 6. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS Z Z
\ ~-,vv I -~~~~f~ ~~~~~v vvvvv vI III----- I l / v \ ~ i v \ i l~ 1 \ ALL TREES & BRUSH REMOVED DURING ~ 6' - \ I ~ _ \ \ I . - - - ~ - - / / \ \ ~ ~ - / I / ~ \ 0~ ~ ~ \ \ \ \ GRADED. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL REMAIN IN w w
CLEARING & GRUBBING OF SITE SHALL S - - \ I I ~ - - / - / / \ \ ~ - / / / I / / , ' ~ I\ \ \ \ \ \ \ \ PLACE TO PREVENT EROSION OF SfTE. w z / / ` ~ ~ 1 \ \ \ \ \ \ \ \ \ 7. BEGIN MASS GRADING ACTIVITIES. AS SITE IS GRADED AND PAD BUILT ~ ~
CHIPPED ON SITE AND HAULED OFF SITE ~ ~ \ \ \ . AVA\\ V \ //~L - - - - - ~ ~ ~ / ~ / ~ ~ ~ - / - ~ / FOR DISPOSAL. ~ - A\\ ~ / ~ \ ~ Al )~~I//~v I ,toy / / / ~ ~ i / \ / ~ / ( / / / / / / ~ ~ ~ ~Q _ - \ \ \ \ V A \ \ \ \ ~ UP, CONTRACTOR SHA;:t AfMIMfZE'THE AMOUNT OF STORM WATER FLOWING w w
NO OFF SITE BORROW AREAS SHALL BE \ ~ \ \ ~ I ~ ~ ~ l \ \ ~ ' / ~ ~ - - ~ / I ~~I ( v V v / / ( 1~ / / / / ~ v ~ - I V ~ ` ~ l I I I ' I ' \ l { ~ _ _ J _ - 4 \ \ \ \ \ \ \ \ 1 ~ OVER FILL ~SLO~ES BY USING DIVERSION DITCHES AND SLOPE DRAINS. } } \ \ ~ ~ - - ~ ~ I y~ ' \ \ \ \ \ ~ ~ ~ / DITCHES ~NO SLOPE D~RAIFTS SHOWN ON PLANS DEPICT REQUIRED F ~
UTILIZED DURING GRADING OF THE SITE. ALL ~ ~ ~ / ( ~ \ -J ~I` ~ ~ ~ - - 1 \ \ ~ ~ I l I ? i \ ~ \ \ \ \ \ ~ ~ ~ - ~ t (I \ 1 \ I ~ ~ ' DIVERSI N DITCHES ~D SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL ~ ~
FILL SHALL BE OBTAINED WITHIN LIMITS OF ~ \ \ Q \ ~ ~ - ~ ( / ~ / \ _ - - ~ \ \ \ \ DISTURBANCE SHOWN ON PLANS. \ \ \ \ \ 1 U / \ J - - - - - - - _ ~ - / ~ ~ ~ ~ \ \ \ \ \ ~ - . , ~p I ~ \ / ~ MEAS RES MAY BE NEEDED AS GRADING PROGRESSES. Z o \ V A \ ~ ~ ~ / / / / / ~ ~ ~ f 8. DIMENT BASIN ~1ATO REMAIN IN PLACE UNTIL ALL FLOW FROM SITE ~ N ~
v \ 1 1 I I I ~ ( ~ \ - - - - \ ~ ~ 1111 / / HASI BEEN DIRECTED TO \S'ED~MENT BASIN ~2 OR SKIMMER BASIN #5. AT H ~ ~
\ \ \ \ ~ \ \ \ \ / / / / I I ~ / THA TIME, BERM MAY BE REMQVED AND CONSTRUCTION OF RETAINING ~ ° o \ \ \ \ ~ ( / \ WA MAY BEGIN. ~
SEE SEDIMENT BASIN DETAILS ON ` \ \ \ \ \ ` -J ~ a--~ \ \ \ 1 1 l 1 1 \ / ~ ~ III ~ 9. ~KIMMER BASIN #5 TO REMAI~ IN PLACE UNTIL STORM DRAIN SYSTEM W a
SHEET D-4 \ \ ~ =J N1 \ v1 / \ \ \ 1 1 1 ` 1 ~ ~ I I ~ I ~ `1 HAS ~EEN CONSTRUCTED THAT WILL CARRY ALL STORMWATER FROM BLDG
v A ~ VA v~~ I A~~ ~ --Vco\ ~ ~ / \v 1 ~ 1 1 1 v v_ v v v vvvvv ~ l -'iii=~\\, ~ ~ v v ~ ~ / \ 1 1 1 1 1 1 ~ ~ V ~ ~ I I I ~ ~ ~ _ ~ / / ~ - ~ ~ / / I ~ /I ~ ~ ~I ~ ~ / ' V 'D' TO S\EDI\ENT BASIN ~2. 1 ~ I I I / ~ ~ / MMAINTAIN AND ADJUST E&SC MEASURES AS MASS GRADING
vv ~ ~ v v v vvv ~A~ \ ~ v v v ~ v - ~ ~ ~ ~ A \ \ 1 1 1 NOTE: ,~v v v V v vv ~v~/// / A 1 ~ , ~.._.\~;v v v ~ v A ~ ~ \ I I I I ~ \ 1 / / ~ ~ I ~ / - -PaiOGR~SSES TO 1dAINTAIN PROPER E&SC CONTROL. O
THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT \ \ \ \ ~ \ / % ~ 1 \ ~ ~ - ' ~ ~ ~ v ~ v v v v ~v/ v ~ Al 1 1~~~_~~-~ ~~A v v v ~ --v v ~ ~ ~A vv vV1 I I I I I I I ( ~ ~ / / / ~ V ~ ~ ~ / / / I ~ ~ / ~ ~ 11.~tP1STAl~ STORM WA~ER~COLLECTION SYSTEM, VELOCITI' DISSIPATERS AND ~ I ~ ~ ~ ~ ~ ~ 1 ~ / / ~ / ~ / A v v - J _Q / / / / / / ~ / / PROTECT ~L~S WITH SILT FENCE, GRAVEL FILTERS, SILT TRAPS OR OTHER pD
THE IN PLACE EROSION CONTROL NECESSARY TO ALLOW \ \ \ ~ \ ~ - ~ IIII 111 ~ ~ - ~ i ~ \ \ \ \ ~ - - ' ~ \ \ \ v ` ~ ~ v~/// / ~ I I ~vV v v ` ~ \ IIII I I I I I I ~ / / 17~ / APPROVED EASU~t~~S AS SHOWN ON THE PLANS, A2
THE SITE TO BE CLEARED AND GRUBBED IN PREPARATION \ \ \ \ \ \ ~ \ ~ ` i/ l / 1 ~ ( ~ ` ^ ~ ~ I ~ \ ~ \ \ 685 ' ' ~ ' - ~ ~ ~ ~ I I I I \ \ ~ ~ i / l I \ ~ ~ ~ ~ ~ ~ IIII I I FOR THE INITIAL STAGE OF THE GRADING WORK. THE \ \ \ \ \ \ ~ _ ~ / / ~ ~ ` ~ ~ ~ \ ~ _ - ~ I I I ~ I ~ ~ ~ ` / / ( ~ / / \ / / / / / / / / / / _ l2. TIE CO~~ACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL Q ~ / ~ ~ \ \ / / / / / / / / EROSIONS NTRO~DE~ EES AND STRUCTURES. ~ Z
II MEASURES DEPICTED ON THE PLANS SHOW THE IN \ \ ~ ~ ~ ~ ' - ~ / < < ~ ~ ~ ~ ~ \ \ \ \ \ \ ~ - ~ \ ~ I I I I I I I I PHASE \ \ v v ~ ~ ~ ~ ~ ~ ~~~v \ V A~ V A \ I I I I I ~ ' ~ I I / / I / ~ \ ~ / / / / / / / 13. FOR P~ D E SIGN CONTROL PLANS, CONTRACTOR SHALT. MEET ~ O
PLACE EROSION CONTROLS THAT WILL REMAIN AT THE \ \ \ ~ \ ~ \ ~ 1 1 ~ ~ ~ \ \ \ \ \ ~ ~ - - - I I I I ( I I I I ~ ~ / / / / ~ / A / / / / ~ / J1N-EROSION C TR INSPECTOR PRIOR TO COMMENCING WITH EACH ~ ~ ~ ~ / I ~ ~ I i I / / ~ / / / ~ / \ ~ / / / / / / ~ ~ / / ~ PHASE OF E~~SIONvcoNTRO~ MErsuRES. ~ ~
COMPLETION OF THE FINAL STAGE OF THE GRADING WORK \ \ , \ ~ ~ ~ ~ \ \ 1 \ ~ ~ ~ \ \ \ \ \ \ \ 1 \ - ~ _ - _ , \ ` I I ~ ~ ) ~ v v o ~ v ~ v v v Av v vvvvvvv ~ v 1 ~ s - v I l ~ (I / i REQUIRED BY THE PROJECT. DURING EACH INTERIM STAGE ~ \ ~ ~ \ ~ ~ \ 1 \ ~ \ \ \ 11 \ \ \ \ \ _ - ~ ~ - \ \ / / / / / / ~ / / / / / / / / 14. STABILIZE ITE AS~REAS ARE BROUGHT TO GRADE. Q ~ ~
OF THE GRADING WORK, THE CONTRACTOR SHALL BE V \ v v v ~ - v v v ~ v V ~ V A \ \V A\ ~ I V ~ _ _ , ~ - - - , , - ~ A \ l l III 1 / / / / / / / / I / ~ I / / / 15. COORDINATE\WITH ERr3SIQN CONTROL INSPECTOR PRIOR TO REMOVAL Z ~
\ \ \ ~ \ ~ \ \ \ 1\ \ \ 1111 I I / / REQUIRED TO INSTALL ANY ADDITIONAL TEMPORARY \ \ \ \ ~ \ ~ \ \ ~ \ \ \ \ \ \ ~ _ _ ~ - - \ \ ~ / / / / / / / I / / / / DEVELOPER/HASITEMPIOR RY ~ / / OF EROSION CDNTROL~IdEASURES. ~ ~',T, / / / / / I ( / / / / 9F~=SiT€-GR'ADING/EA Ef~1EN~ X11 I / / ~16\ALL EROSION CONTRO~M,EASURES SHALL BE CONSTRUCTED IN a ~ ~
MEASURES THAT MAY BE NECESSARY TO CONTROL ~ \ \ \ ~ \ _ \ \ \ ~ \ \ \ \ \ \ \ 11 1 ~ ~ ~ \6 - - - ~ ~ \ 1 11 1 1 I 1 I I ~ 1 ( ( ~ ~ ~ / I ( / ~ CITY OF CHARLOTTT~ ON~T~IIS/P/ARR~EL/ / / / ACCORpANCE~4VITN T#E N.C. EROSION AND SEDIMENT CONTROL PLANNING O \ ~I OF (FHAR .OTTF~ / / / / l / / AND DESIGN MANUAL, ~ DEPT. OF AGRICULTURE, CITY OF CHARLOTTE U Z
SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF \ \ ~ \ \ \ \ ~ ~ ~ \ \ \ \ \ \ \ \ ` ~ \ - - - - \ 1 I 1 1 1 1 1 1 1 1 \ v \ ~ v \ \ ~ v V A \ V A\ \ VA \ 1 ~ ~ - -v A V A 1 1 \ \ I CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS. ~ \ - - \ \ ~ \ \ \ \ \ \ \ \ , ` / f ~ \ ~ - - - ~ \ \ \ 1 1 1 1 1 1 1 1 \ \ V A \ \ ~ ~ ~ ~ ~ B 3i11~t PG 464 / / / i ~ / / / ~ / / EROSION CONTROL ORDINA~E, AND THE CHARLOTTE LAND DEVELOPMENT ~ I
V A ~ v A \ ~ VA\ VA \ VA \ \ \ \ ( / \ 1 11 1 I I I v A \ ~ v-~ A A \ ~ ~ \ \ VA VA V A \VA\V A ~ \ \ \ 1 11 11 \ 11 I V A ~ ~ ~ ~ ~ ~ ~ ~ ~ PIN 4104 02 / / y~ / / / / ~ _ - / / ~ ~ ~ ~ I I ~ STANDARDS MANUAL. ~ ~ ~ ~
v v v v v\v v v v vvA \ V vVv ~ - v - v 11 11 III I EROSION CONTROL NOTES \ \ ~ \ \ ~ \ \ \ ~ ~ \ \ \ 1 1 11 11 ' I I I ~ I I ~ 1 ' _ ~ / / / ~ / / / I I I I 17. WHEN VEGETATION IS ESTf~BLISHED, CALL FOR FINAL SITE INSPECTION. IF ~ / / ~ / / / I I I THE SITE IS APPROVED THE PERFORMANCE BOND, IF REQUIRED, WILL BE O ~
i. ALL "STD." NUMBERS REFER TD THE CHARLOTtE LAND DEVELOPMENT \ \ \ \ \ \ \ ~ ~ \ \ \ \ \ \ \ \ \ \ ~ ~ ~ \ \ \ 1 1 1 1 I I I I \ \ ~ \ \ \ \ \ \ ~ 1 1 ~ \ \ \ 1 111 11 1 I I I STANDARDS MANUAL. \ \ \ ~ rp \ p~ ~ ~ \ \ \ \ \ \ \ \ \ \ \ \ ~ ~ \ \ \ ~ 1 1 1 1 I I I ~ ~ ~ I II ~ ~ I / ~ ~ / / / / / I i ~ ~ I ~ RELEASED. / ~ ~
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT ~ \ \ \ \ \ \ \ cb ~ \ \ \ \ \ \ \ \ ~ \ - I \ \ \ \ 1 1 1 1 1 1 1 1 1 1 1 1 V11 1~ l ~ ~l l l / I/ I I I ~ / 1 ~ x
OR. ~ A \ \ V A \ ~ A VA \ \ VA \VA\ \ \ VA A ~ ~ V A A ~ 1 1 11 FROM THE ZONING ADMINISTRAT \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ ( 1 ~ \ \ \ \ \ \ \ \ 1 1 1 1 1 1 1 11 1 11~ ~ 11 \ 1 1 / / / / / / l ~ I I I ~ / ~
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A ~ \ ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ _ _ \ 1 1 \ ION CONTROL ORDINANCE AND IS \ \ V A \ \ \ VA VA\ \ AVA A \ ~ ~ 1~ ` ~ AAA V A \ V A \ 1 1 1 1 1 1 1 1 1 1 VIOLATION OF THE CITY~COUNTY EROS ( \ \ V \ \ V A V A \ \ VA VA \V A \ \ A VA V ~ ~ V AA\ \ ~ A\ \ 1 '~V~~~1 \~\1 1 ~ , ~ / /l ~ ~ ~C l~ j l l / l ( I I l / ~ ~ ~
SUBJECT TO A FINE. 1 \ ~ V A A \ V A \ \ V A VA VA \ A \ ~ V A A V A\ \ 1 1 1 1 1 1 1 r l 1 v A v\ \ \ vA VA vvvv v v vv v ~ vv A v A V A\ \ 11 1\ ,~~~~1 ~ ~ A ~ I I I> I/ I V~~I ~ ~ / / I l l / / l o
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ 1 1 1 1 1 1 1 PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CDNTROL ORDINANCE ~ V A A \ \ VAA VA VA \ \ VA ~ \ ~ \ \ A \ \ \ V 1 1 \
- V A V V A 1 1 1 1 \ \ VA VA VA A V ~ V ~ 1 \ ~ ~ VA \ \ V A ~ 11 VA \ \ \ \ ~ 1 AND IS SUBJECT TO FINE - A \ \ 1 1 A VA VA \ \ VA ~ \ ~ V A \ 1 V A \ ~v~vvv ~vv v v~ v i l l I I I/ i i , ~
5. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. ~ ~ - ~ V A \ 1 1 1 1 \ \ \ VA \ VA VA VA \VA ~ A \ \ V A\ V A 11 11A \ \ \ \ V V 1 \ / A vv v ~ v V I \ \ 1 1 REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. - , X05 ~ \ ~ 1 1 1 1 1 1 ` \ \ \ \ \ \ \ \ \ \ \ \ \ I \ 1 111 1 \ \ 1 1\ \ vvvvv~v vvv ~ / , ~ I , / , //i ~
6, ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE / / ~ \ 1 ~ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ \ 11 1 1 ` \ \ ~ ~ i ~vv v v v / , l ~l i , I l l / / I ~ vv
A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT. / \ i ~ 1 1 \ \ I \ \ \ \ \ ~ -1 I \ \ 11 1 111 \ `1 1 11 1 1 \ REQUIRED BY / ~ ( \ A V A \ VA \ \ V A ~ V A . ~ 11 11 \ 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FlLL SLOPES GREATER ~ , - I \ \ \ \ \ \ \ ~ \ 1 ~ ~ 1 1 1111 \ \ \ ` \ \ ,v~~v ~ v vim, / / ~ l ~ l / / ~ , I i l / v ~ v l
i ~ - I ( I fi9~ V A I I 1 ~ I ~1 V A\ \ \ THAN 10' REQUIRE ADEQUATE TERRACING. [CLDSM #30.16] / 1 I \ V A \ ~ \ \ ~ \ \ 1 V1 \ \ 1V A \V \ VA \ \ \ i v , ~
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING / I I ( i I I I \ 1 ( 1111 \ \ \ \ / ~ ~ I I 1 \ 1 1 \ 1V A \ \ (\1\\V A\\\\\ ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. 0~ ~ , I ~ I I I I I 1 1 1 \ V I \ \V A \ V A \ \ \ ~VAVA A \ ~ ~I~ l l / i ll / / ~ I I ~ i /
9. DRIVEWAY PERMITS FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF ~ ~ ~ / / \ \ \ \
WAY MUST BE PRESENTED AT PRE CONSTRUCTION MEETING. ~ i ~ I ~ I 6~$ I 1 \ \ \ \ \ / ~ / ( I 1 \ / / / / / / / I \A1 1\ v A \ / / / / / / / / ~ , ~ - ~OSION C~}~?TROL LEGEND
~ I ~ ~ ~ 1 1 1 \
~ ~ ~ r / / / ( 1696 1 1 1 \ / vv vvvvv~ ~ ~ / ~ ~~~~~Y~j/ ///////II ~ ~ ~ v\ ~ N
- 'tea-_--_ ~ - 1 1 1 ~ y ~ / / / _ - ~ \ ~ ~ \ SILT FENCE OUTLET
_ _ --r _ - _ ~ 7` ~ _ ~ \ \ \ \ ' - ~ - /I/ / / C,LfjSM/3~1~ (T~P~Y/ ~B~A'~It~~~S ~TO~E AIN IN \ \I ~ O
_ _ - ~ ~ 1 III I i ~ - / ~ G~? 6~~1Nd~(! /PL~PyCF~ U~J`TII~ C~NS~RUCTION /INLET PROTECTION a
\ - / ~ / / iR~;R'~F~CE/ / I ~ ~F/ S'(dRCvl pRAIN YS~TEfT - \ ~ ~ (I
- .mil _ / - - - / ~ v _ _ - - ~ ~ ~ ~ / / , ~ /~ub~s/F9~~ k~l g~loN of v I I I ~ I U \ ` _ - - - - ~ / / / ~ (SF~6~EB' / i S~QRM~N/P,TER~ f~M I
SED. BASIN - - - - ~ ~ ~'ZpsF.,.~~-++~G ~ - , / _ o~ DRAINAGE AREA ~ ' - - - i sF s~~- i = / / ~ I--- ~ ~ \ - - / ~ ~ ~ ipE~,CL,BSyI~~~ /~1 /Bt71L~6jAlG ~Dj TfD ~~DIMENT I I ~ FILTER BERM 0
BOUNDARY (TYP.~ ~ _ - - - ~ s` - ( ~ \-1 \VA\ i ~,(TYP~~//J'~-/' ~~~N ( l I ~ W VA ~ /i / ~ / / ~
' EWE - - - / / - III 1 I 1 \ ~ \ \ \ \ , / / ~ ~ ~ CHECK DAM ~ O ~ vv v vv \ ~ _ _ _ ~ 1' i ~ / ~ASita /~5 .Nt~/ / / / / / ~ v I ~ / I Z
AsEM€r~--- ~ - ? ~ - - _ 1 I I _ ~j~\ V A Q v vv ' ~ - ~ ~ i ~ ~ - - 1 1 1 1 1 V~ \ \ \ ~ , - - - - - '~vuu~LOPER~ liA~ TEMPORARY ~ ~ ~ ~ ~ C - _ _ \ \ 1 1~~ \ \ \ \
' - - - - - OFF=SIIESRQ,DING`EA-SEME--t~tT-aNIfiH - ~ ~ - ° ' , _ _ _ --PR~ERT~( ~ / / -/~7 - - 1 1 ~ 1 ~ o\ 6~1 \ ~ V - - -t1L ~ , l / ~ /SILT FENCE
_ - - CIT`LO~ CkIARL01 f~OAL IH PPPPA -EEL - E~ T P. ~ ~ ~ ~ ~ \ ~ 1 ~ \ ti_ -V 1 \ _ l x-hvv~ ~ V V A' \ ~ / / / / / ~ ( Tp ~ P I / ~ 1~ _ / ~ ~I T,,~F~NCC~P~ / I- ~ ~ TREE PROTECTION
~ A ~ - i~ ~ ~ / - _ //~~i ~ ~ ~ ~~Lq~- ~ LIMITS OF DISTURBANCE
RIP RAP APRON CHART ~ _ - - ~ ~ ~ ~ - - - - - ~ - ~ \ _ ~ - `~~I \ ~ - \ Outlet Q;o Do La Wa d50 Rip Rap dmax Thickness ~ ~ - ` - " \ V <<~~" ~ - 1 \ ~ C'~\ i / E`RCEN~Y~ILLWAY- / / /I ~ / / I H
RIP~RAP APRON PER I I Class ~ _ _ - - - ~ I ~ 1 1 \ \ (cfs) (in.) (tfl f Il (iu) (iu) (iu)~ CLDSM $3- ~ - - - - / - _ - I ~ 1 1 11:. ~ \ _ / ~ ~ WOODED AREA i L9CATtON~ /
L = 40 LF _ > ~'~s°°<o ~ i i ~ - - -674 - ~ I ~ 1 1 ~ ~~~VA\V~\ ~ ~~.v _ ~~/~"f~~y/=~,o,~---_/// ~ Al ( ON ~ ? _ ~ ~ DIVERSION DITCH W
HW 1 127.00 60 in. 40 45 18 2 27 40.5 - - \ ~I I 1 1 1 ~ \ SEE CHART FOR B~TAILS / ~ A o I { I I FES 50 8,89 24 in. 12 14 5 A 7.5 ll 25 / I I I \ ~ ~ 1 \\1~\'\\\~'~\~~ - - I ~ /i /~~PfAh AARON _ - ~ ~ , ~ ° ~ U w
SED. BASIN 1 46.65 36 in. 24 27 12 1 18 27 ' ~ - I ~ ~ ' - ~ ~ ~ / / / / \ I ~ ( ' I ~ ~ / Pf~OPOS'ED /BaFF S J ~ I I I ~ I , , ~ , ~ v vvvv - / , / - ° ° °
Pow soo 36 in. 3o a2 s s Iz 22 RIP RAP~WASHED STONE , ~ ~I' 1 ~ I I 1 BAFFLE PER CLDSM ~ ~ QkMENI / P CL~S 3 .19' ( I I / / I~ ~ , I II ~l \ ~ \ ~ ~ ~ X / , - ~ \ / / ° o ° ~ ° CONSTRUCTION ENTRANCE
Th;clnress may be reduced to 1.5 (d50) with use offilterfabric. Mhiimumthickness 10". I , ~ ~ ( ~ I I I I ( 30.03 - , - , / .A. , ~5~ - ~ / / YP:) I I ~ 1 1` ~ ~ ~ ~ v~l v v ~ / ~ 6 / i ''SEWER ~ / p,p° ~
Sediment Basin Data Block - - - ~ / / - _ ~ - , ~ ~ / ( I ~ ' I I ~ \L. /1 -fi B~FfER, ~ / / ASEMENT ~ / / / C5° ° °
Basin Volume Basin Surface Area Cleanout Skimmer Skimmer - - i / / I I I I Drainage Denuded Area - s - ~ j / ' ' _ ~ ' / I ~ I ~ /
Basin Required Prodded (Cubic Required Provided Depth H (Feet) Z (Feet) L (Feet) T (Feet) W (Feet) Pipe Dia. Orifice lL _ ~ / / / _ . - - - - . ~ / I ~ OI I A Area (Acres) (Acres) _ / / ~ , / ~ I 010 (Cubic FT.) FT.) (SQ FT.) (SQ FT.) (FT.) Hl2 (in.} Dia. (in.) ~ I~ ~ ~ / . - - - / ( ~ 1 ~ I ~ ~ ~ yv v~ u~~Ex~D,~r~ ~
1 25.40 21.60 62.75 45720 92957 27335 30189 6.21 10.0 12.5 20.0 1.5 10.0 5.00 5.00 ~ ~ / / ~ / ( ~ I 1 ~ 1 ~ \ \ ~ N\K ~ ~ / / ~ \ ~ SEDIMENT TRAP / ~ ~ ,
I I 1 Sediment Basin Data Block \ ~ ~ - - _ , I I 1\ 1 ; I I ~ 1\ ~ ~ v vv ie v ~ , , I l
Basin Volume Basin Surface Area Cleanout Skimmer Skimmer / \ ` _ - - - - - - _ - - - I 1 Basin Drainage Denuded Area Required Provided (Cubic Required Provided Depth H (Feet) Z (Feet} L (Feet) T (Feet) W (Feet) Pipe Dia. Orifice - J ~ \ \ \ _ ~ ( ( ~ I / 1 V \ i ~ \S\ \ VA _ A~ ~ BOF,EER~35' ~ v ~ / / ~
Area (Acres) (Acres) ~ A ~ ~ _ - ( ~ / 010 (Cubic FT.) FT.) (SO FT.) (SQ FT.) (FT.) HI2 (in.) Dia. (in.) - / ^ ~ - - , _ - - I ~ T \ _ ' \ \ \ \ \ \ / / PROJECT N0. V I IBC- 08030
2 PH 2 35.30 35.30 110.36 63540 321981 48071 52749 1.73 10.5 13.0 NlA 1.0 10.0 6.00 5.40 ~ ~ ~ I - ~--~-"--"'G"--~ ~ fR(P R Psi ~ ( ) / _ ~ ~ ~ ~n I~yP ~~P'tA~Pf~0~1(P~R/ \ V~~ 1~'~JPLAND \ \ \ ~ / / DEMOLITION
~ \ \CLDSM f~. V ACLDSM ~Q.2~ ~ ~ ~~L / ~ ~ ~ A ZGN~ ~ ~ ~ ~ \ ~ ~ \ I / / / FILENAME: ~BCO$OJ~-GZ L\=b F\ 1 1~\fi
- ~ A \ \ SEA WAR' SedimentTrap Data Block - . _ ~ ~ - \ \ ` \ vvsE~ AR~~~\D~TA~L~j~~~ ` ~ ~ ~ ~ ~~o' y ~ ~ ' / I ~ V v DESIGNED BY: SMM
Tra Volume Tra Surface Area Cleanout ~ ~ ~ _ ~ - \ \ \ Drainage Denuded Area p p ' - , - / / - ~ 1 V A \ \ Trap _ Required ProNdetl (Cubic Required Provided Depth H (Feet) L (Feet) T (Feet) W (Feet} X (Feet) _ ~ ~ / / ~ , _ ~ _...sF 1 A 1 ~ ~ \ \ ~ ~ ~ J \ ~ ` ST A1y1SID~ ~ 1 ~4 ~ I I ~ A ~ \ ._._.~~~-~~,~V~\~~ ~~o~ v1 ~ v~ ,`~ZONE~v„_ \~~v_\ ~j//l ~ I/ i ~ V A, 1 DRnwNaY: SMM RMR
n ea gnu cad rn cad Q10 (Cubic FT.) FT.) (SO FT.) (SQ FT.) (FT.) Hl2 HILT FEN NCEi KUW 3 0 JfNM tK` ANKAKA I US hj tK 1 'KAKAIUS h~tK ~tUSM'~ \ \ \ 1 \pSS~ \ /~\i\ \ ` SCALE. „
SILT FR = - - - - s -~rsF nl'--\ / .2 Tb BE~ATTACHE T 4 2.30 2.30 8.32 8280 8776 3625 4025 1.03 2.0 10.0 t5 5.0 7.0 ~L CLDShI 30 06B URVE~E[~TOP~ JPER ANENT RISER. SEE SI BE"-ATTACHE RISE SEE~S EE~T I~ ` A\~~~ I I C#RAPHIC SCALE 1 =60
~ - - / / l / v - \ ~3 ' PCCO/ SW 1 FbR RISER PON`STRQ( Skimmer Basin Data Block ~A~K RISER GOtISTR IJ~CTI~N V~? \VA~~~ _ + V )>>j// I DATE:
DEpAIL~. PHASE SKrIMfv1,ER Basin Volume Basin urface Area Cleanout Skimmer Skimmer - - - - - - LASE SKIMfv1R so 30 so 120 6-15-2009 ' 5s1"~ CD l / l } mm mom,: SHEET NO.
Draina Denuded Area S _ ~IIAINTAIW MIN 3p ORIFIC 0 5s1 / Basin 9e Re q ProNded Cubic Required ProNded Depth H Z L T Feef W Pie Dia. Orifice Dia. - - - N61S1U BAD FR l = : Area (Acres) (Acres) q ( (Feet) (Feet) (Feet) ( ) (Feet) p V )W j C-6 11(D 1 inch 60 ft. McADAMS
Q10 (Cubic FT.) FT.) (SQ FT.) (SQ FT.) (FT.) H/2 (in.) (in.) -TO OF BAFK/P B FAR 5 2,95 2.95 10.24 5310 7376 3344 3541 1.07 2.0 4.0 10.0 1.5 5.0 2.00 1.70 / ~ - ~

~ ~ r RIP RAP APRON TABLE r/~
° ~ ~ RIP RAP APRON CHART V 1
~ ~ 6' d ~ vp ~ ' ` 10 r,+1 EXISTING Outlet Qio Do La Wa d50 RipRap tlmax Thickness
o 6L ~ ~ 7 ~ f ~ ~ _ RIGHT OF WAY wE5 I / RETAINING WALL TO BE (cfs) (in.) (tfj (It) (in) Ciass (in) (in)*
' ~ ~ ~ _ [ -Q rl SIGNED BY OTHERS ~ i HW I 127.00 60 in. 40 45 18 2 27 40.5
i ~ MAX ELEV. -730't ~ / MIN ELEV. - 718't ~ FPS 50 8.89 24 in. 12 14 5 A 7.5 11.25 ~ ~
(PE SEALED SHO RAWINGS ~ r~ Rp ~ I ,I~ W 1 %i ~ ' - ~ s' ~ ~ SED. BASIN 1 46.65 36 in. 24 27 12 I 18 27 0 ' ' ~ ~
M I I li' / FOR RETAININ ALL MUST B.E I 6~Rp ~ ~ SUBMITTEDr' ~ITY E GINEER ~ ~ POND 9.00 36 in. 30 42 8 B 12 22 ~ ' *Thiclmess may be reduced to 1S (d50) with use of filter fabric. Minimum thiclmess =10". ~ ~ ~ ~
1 lit ~ ~ / f ~ ~ l / PRIOR TC3' ONST&UCTION. _ cat ~ ~ ~t ~
SITE , I , , r _ ~ F Ditch Lining Calculations p o A ~ I~-j ~ X12 Q'
- _ _ : ~ y-- . ' _ _,-k a CITY OF CHAI~LOTIE _ _ U _~UTI-~~E i~'3~;T E~LEA2i D ~ , , Ditch Calculations ~ ~ ~ z ~
~~~j~ - ~ ,i - - 250 250', PUBI_-I~~-RIG.;=LT Ot_ WAY ~ 10 yr 10 yr 10 yr Min. Ditch Permanent Lining Temporary ~ ~ ~ w ~ Z
f ~ '-=~--,may" ~ ~ / - ~ ~ i,. ~ - ~ r~ .,i RIP RA~-DITCkI T9~HE Tp~ - ' Ditch Slope Width Flow Velocity Depth Depth Lining Required Type Lining ~-4 \ ~ ~ 0
~ - = ~-j~'~=:. i - CONSTRUCTED PER ti . ~ 735 ~ - - - \ Z TABLE THts SN~ET._.__ 'ER ~f,
l ~ ~ ' =730-- ~}f -C.r', - - L-IMiTS -OF. _ #1 - Sta: 6+00 1.00% V-Ditch 0.69 1.64 0.41 ft 1.41 ft Noe NIA NIA o ~ ~ ~ - DIS URBANCE~I 720
r-~; m i W Ax ~ _--c' #1- Sta: 8+50 1.00% V-Ditch 0.27 1.29 1.29 1.29 ft NoZ NIA NIA ~ z ~ F. ~
z = ~ „ram \ DITCH 6 O
~ ~ ~ - _ #2 1.10% 2 If 5.3 2.74 0.57 ft 1.57 ft NoZ N!A Straw whet pa,,, Z
DITCH 2 ' / ~ _ ~ / ~
U t \ ~\y = ~ #3 0.50% 14 8.89 1.67 0.35 1 Noe N1A Straw w/net per,,, ~ W _ _ E-~ ~ x h
~ 6 m ~ / w ~ ~
h ~ r ~ 1 i ! v ~ ~ #5 Sta. 0+00 1.50% 5 20.4 3.19 0.59 1.6 NoZ N/A Jute Net Z ~ Oa ~ ~ ~
~ ! ~ ~ \ S ~ o ~ 61 \ - #5 Sta. 4+50 1.50% 1 3.15 2.66 0.48 1.5 NoZ N/A Jute Net Z o ~ o
~ s ~ ~ ~ 9 ~CB42 ~ - 5
~ I l l r r ~ ~ ~ / 5 ~ _ . ~ ~ . i ~ ~ - ~ ~ _ ~ 0~~--, #5 Sta. 8+40 4.50% 1 1.7 3.38 0.27 1.3 Noe NIA Straw whet ,,`~~~uuurrhr
~ ^ it ~ ~ i ~ /
VICINITY MAP EXISTING CULVERT TO _ ~ ~ ~ 6 ~ / / ~ / / . BE REMOVED ~ j 9 ~ ~ / NOT TO SCALE / - :r; ~ ! ~ ~ i ~ Ditch 6 4.75% 1 1.7 3.45 0.27 1.3 NoZ NIA Straw whet , CAIN
~ ~ r ~ ~ t / / / . ~ ;r ~ ~ - - / r ~ ~ / 129 Ditch 7 7.50% 1 6.4 3.13 0.67 1.7 YES RIPRAP3 Synthetic Mat ~
` ~t I i o I ~ ~ - CO~. A FtT~ ~ c ~ ~ ~ ~ ~ ~ r / / / ~ _ - ,o \ 75
3 ~ ~ ~ ~ OVERHEAD OO~R ~ ~ 7 o DI 23 CB 39 l ( ~ ~ CO~~_ ~00~~_ ~ ~ , ` ~ ~ , # 8 Sta. 0+00 5.00% 1 4.2 2.42 0.61 1.7 YES RIPRAP4 Straw whet ' h
i ~ r ~ F~~T ONCE TH ~ ~ ~ RIM EL. 693.50 RIM EL. 712.70 / ~ ( ~ / ~ / ~ ~ ~ H ND,f{AIL ER ~
INV. EL. 684.68 OUT INV. EL. 705.50 OUT , , r, ~ i ti CL SM -D.0 A ~ ~ INV. EL. 705.50 IN ^ l r i I 6 ~ ~ ~ CB INV. EL. 684.68 IN ~ ( / j5 ~ ~ ~ / 9 ~ I r ~ ~ ~ # 8 2+00 1.15% 1 1.9 2.11 0.4 1.5 Noy N1A NlA ~ ' ~ CB 5 \ 1
rn ~ I , ~ ~ ~ ~ O \ _ ~ 68 ~ Z Per Table 8.05a of the NCDENR Erosion and Sediment Control Planning and Design Manual no
~ I~ O- J ~ t I ~ r r ~ r- W O DI 24 CB 40 'j r r ~ ~ ~ l ~ , A ~ , ~ . Ao ~ \ ~ ~ - permanent liner is required if velocities are below 4.0 ftlsec.
NEW ROADSIDE DITCH ~ N ~ ~ I ~ \ RIM EL 712.00 ~ ~ RIM EL. 693.50 ~ 6 ~ ~ ~ / ~"v ~ ~ ! ~ 4 ~ \ ~ ~ • ~ a d50=9" Rip rap
SEE CROSS SECTION ~ % ~ \ INV. EL. 685.10 OUT INV. EL. 707.04 OUT S 9 ~ ti INV. EL. 685.10 IN INV. EL. 707.04 IN FOR DETAILS ~ ~ ~ ~ ~ ® ~ d50=6" Rip rap
~ 1 ~ , ,r ~ ~ ~ i l ~ ~ r. I r ~ ~
/ ~ ~ ~ L. _ I I C 41 ~ / / ~ ~ ~ ~ `v DI CB 41 0 ~ ~ 6 25 / ~ , , J \ ~ ~ ~ K ~
9 ~ RIM EL. 693.50 RIM EL. 712.00 ` _ r ~ ` ~ ~
INV. EL. 686,30 OUT INV. EL. 708.12 OUT r/ r ~ ~ ~ ~ ~ ~ ~ 9 _ / _ r ~ ~ \ ~ ~ 1 r 0 INV. EL. 686.30 IN INV. EL. 708.12 IN ~ I 90 \ \ N ~ z z
SILVER LANDING PHASE r ~ ~ ~ ~ ~ ~ / ~ ~ ~ ~ FUTURE GRADING AND ~ ! ~ 6 ~ ~ ' ~ ~ ~ 1 \ w w
~ W'~ 19 t ~ ~ t ~ ~ ~ ~ ~ t ~ STORM DRAINAGE SH ~ ,r,' a ~ ~ ~ ~ ~ ~ ~ ~ ~ B 4 / a ~ iI DI 26 CB 42 ON PLAN r~ I ~ ~ , ~ ( ~ 1 ~ ~ ( ~ ~ , ~ z z ~ ~ B 4 , ~ V~~ r~ " \ Z
RIM EL. 693.50 RIM EL. 712.55 t ~.r r ~ ~ ~ ~ ' ~ ; - ~~.D~27 ~ ~ W W
INV. EL. 687.50 OUT INV. EL. 709.00 OUT r , ~ oN o / , : v ~ ~ ~ ~ g~~~ B ~ ~ ~ ~
INV. EL. 687.50 IN : ~ / 3 ~ 6 w ~ V ~ ~ ~ ~ ~ ~ ~ . ® , z ~ ~
~ ~ ~ I i ~ 1 ~ ~ ~ a
CB 43 ~ r / DI 27 EXISTING CULVERT TO ~l , ~ ! ~ ~ 74- \S~ v \ ~ ~ / / R RIM EL. 716.10 BE REMOVED , \ ~ I V~ ~ ~ J IM EL 693 50 o ~ ~ ~ ~ ~ \ s i ~ ~ `v ~ o ~ W o
INV. EL. 688.40 OUT INV. EL. 708.60 OUT ~ r ~ ~ v ~ ~ I ~ V~ ~V ~ ~ ~ t ~ A\ ~
INV. EL. 708.60 IN r < < I ~ ~ ~ o ~ INV. EL. 688,40 IN ~ ~ ~ ~ / ~ ~ ~ ~ i ~ \ \ \ _ - ~ ~ \ ` ~ ~ ~ Q
il~, / \ DI 28 ~ ~ ~ ~ r ~ \ ~ \ \ ~ ~ > \ ~ ~ ~ Y
RIM EL 693.50 DI 44 r/ ~ 9 ~ 6 / ! ~ INV. EL 689.00 OUT ~ / RIM EL 714.50 ~ \ ,,J ~ ~ ~ ~
~ ~ ~ \ , INV. EL. 689.67 IN INV. EL. 709.00 OUT M ~ ~ ~ C 3 ~~C 3 ^ ~ ` b
~ ~ N \ ~ h \ ; / \ N ~ r - ~ o \ \ , g ~ ~ \
~ -r ~ i / \ ° F ~ ~ DITCH 8 \\o C
/ ~ DI 29 CB 45 \ ^ry~ ( rl l 4 STA. 2+00 ~ ! \ ~ 0~ ~
RIM EL 693.50 RIM EL. 713.50 / J ~ J ~ END RIP RAP - ~ ~ INV. EL. 690.00 OUT INV. EL 710.00 OUT ~ / \ 9' DITCH 6 ~ ~ ~ ~
~ / / Q C
INV. EL. 718.65 ~ i - ~ ~ ~ ~ \o~ ~ N r / / ~ \ s ~ a~ , ~ w~\~ Q ~
CB 30 ~ / 6~~,~'~`~ ~~x
RIM EL. 701.85 Rim EI. 724.70 / J r ~ 6 ~ ~v ~ INV. EL. 689.76 OUT INV. EL 718.51 IN ~ ~ ~ / ,RIP RAP DITCH TO BE v~
~ ~ C~NS~RUCT D PER INV. EL. 689.76 IN CB 31 INV. EL 718.51 OUT i ~ ~2 E---- ~ - ~ ~ ~ ~ Q o
INV. EL. 696.00 IN CB 37 -~2e / ~ TABLE THIS SHEET.` ~ / \ ~ JB 52 ~ ~ \ ~ l' «I 9 / /
~ 1 / ~ ~ CB 31 Rim EI. 725.32 ~ ~ - - C~ 2 ~ ~ ~ Ate` ` ` .~i q o ~ \ ~ .5 ~ TOTAL DISTURBED ~ ~
INV. EL. 718.89 OUT . o . r DRIVE~JA~DW_1_TYPE III ~ ~ RIM EL. 705.40 ~ ~ / \ o ~ INV. EL. 718.89 IN DI 17 ~ ~ ~ b~ ~ / / ~ ° 0 0 ~ ~ ~ ~ AREA = 37.6± AC. C0 °
INV. EL. 692.70 OUT ) / ~ DRIVEWAY WITH 2.5 00\ ~ INV. EL. 719.3 ` ' ~o ~ ~ ~ ~ INV. EL. 692.70 IN 9 IN CB 19) / CONCRETE GUTTER & i ~ ~ \
DI 53 ® "CURB TAPER"PEf2-CLDSM / ~ ~ ~ ~ ~ ~ - l 6 CH 8 ~ ~ \ \ ~ , Rim EI. 723.71 2 f 10.28 CONC. GUTTER ~ , N ~ ~ STA. 0+00 - ~ ~ rn ~ ~ ' ~ MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP W ~
CB 32 INV. EL. 719.30 IN _ ~ ° REQUIRED ~ ~ ~ ~ ~ / ; BEGIN~RIP \ ~ ~ \ ~ ~ OF ALL CHANNEL BANKS TO DENUDED LIMITS. ~ ® ~
INV. EL. 719.30 OUT j ~ RIM EL 705.90 ~ ~ 20 LF 15" R P DIT' _ ! ~ / i ~ a ~ ALL TREES & BRUSH REMOVED DURING O
INV. EL 695.63 OUT DI 54 ~ ^ a " RCP ~ .00% •~'S _ \ INV. EL. 695.63 IN Rim EI. 723.37 ~ 4 ~ \ \ ~ ~ ~ ~ A, ~ ~ CLEARING & GRUBBING OF SITE SHALL BE
INV. EL. 719.80 OUT f ~ ~ X839 r , ~r - - A ~ ~ \ CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL.
! ~ / ~ ~ CB 55 ~ ~ CB 33 ~ ~ - ~ ~ ~ \ NO OFF SITE BORROW AREAS SHALL BE
Rim EI. 724.69 / 51 LF 18 RJR 0.98 0 RIM EL. 705.90 INV. EL. 720.19 IN 1 F i'8 RCP ~ ~ ~ ~ ~`0 \ UTILIZED DURING GRADING OF THE SITE. ALL
INV. EL 696.83 OUT INV. EL. 720.19 OUT ~ C, 5 ~ - ~ ~ ! ~ INV. EL 696.83 IN ~ ~ ~ ~ r~ ~ ~ FILL SHALL BE OBTAINED WITHIN LIMITS OF ~ ~ ~ DISTURBANCE SHOWN ON PLANS.
DI 56 N ~ ~ ~ ~ \ 5 ~ ~ ~ B43 / Rim EI. 724.05 ~2s ~ I , ~ DI 4 41 LF 30 RCP
/ ~ RC ~ i 31 INV. EL. 721.05UT ~ ~ / / ® ~ C8 34 ~ ' r ~ r. ~ ~ / r ~ / / ,2, g ~ ~ 31 1.02%
RIM EL. 705.90 ''_-o~~- / r ~ ~ ~ ~ , ~ ~ ~ ~ / i SEE SHEET C-10 FOR ALL STORM
INV. EL 698.03 OUT 726-- i / ~ ~ ~ " i a a \ ~ DRAINAGE NOTES AND STORM
INV, EL. 698,03 IN JUNCTION BOX PER - j r~~ ! 1D ~ ~ ~ ~lF 710 . ~ ~ 0 NCDOT 840.31 TYP. ~ ~z ~ - w ! ~ ~ ~`~----o-° D12 132 LF 30 RCP ® DRAINAGE PIPE CHART. --~u6 \ 1.00%
f l/ ~ 14~ -ES_ 50 ,RbP_ RAP APRON PER r / 1 ~ 82 LF 15" RCP INS=7i ~ ,,r~ , % / ~ . ~ 5 I ~ ~ ri ~~GL ~ 20. 3 A- LF ~ ~ ~ ~
~ 0.50% / ~ / ~ ' f L- 12~G1-~ _ / / \ ~ 15° R ~C~ .14% r~\ / RIM EL. 705.90 ~ , ~ r ,^,~J ~ ° ~ - _ - _.r i 1 ~ ~ SEE SHEET D-5 FOR AFL STORM ~¦~'1 Z
INV. EL. 699.23 OUT ~ ~ i ~ p. SEE CHART` F0~-DEfiAIL~--__~___r } DRAINAGE DETAILS a
INV. EL 699.23 IN ~ ~ ~ \ ~ ! ~ - ' _ _ ~ ~ lF 4 LIMITS OF r / to ^ ~ \ _ ! r'' ~ ~ \ ~ R 30 ~0 30 'oo ~ ~ a
DI 36 DISTURBANCE \ _ ~ - -6 ~ ~ 189, ..Y- ~
RIM EL. 704.50 (TYP.) i _ _ DI 53 s v DITCH 3 T ! INV. EL. 700.00 OUT FLARED END SEC 1 ~ r TION KITH TEMP, LINER r , / ~v ~ ~ -
RAW LIN ~ PER (~CDOT 310.02 - ' 19 CB 37 0. % T~ DAYLIGH~ /r r ~ A ~ ~ ~ '~L 30/ ~ Z ~ RC ©f2; 8q
~ ~ RIM EL. 706.60 101 LF 15" RCP ~ CB 5 (TYP.) ~ SEE TABLE BE~OW ~ ~ ~ ~ - ~ ~
INV. EL 701.0 ~ 0.50% 1 r / / _ 6 OUT ADDED TO STEEL CR EK ~PROPERT ~ ~ / / ~ ~ ~ _ INV. EL 701.60 IN ~ ~ ! ~ r
SD PER PHASE 2 P ANS LIN ~ - V~ ~ m ` - - DROP INLET PER 9 l I ~ - \ ~ ~ GRADING LEGEND z ~
CB 38 ~ ~ to NCDOT 840.14 TYP. rv i ~ r ! ~ ~ ~ RIM EL 713.40 EXIST. 15 SD TO BE REPLACED ITH 4 ~ ~ ~ ~ - l 2 RCP ; ~ _ A
1 l ~ - ~.n i INV. EL 705.00 OUT I ~ ~ r r ~ ~ ~ ~ 67 LF 24 RCP / r ~ 15 P ~ - W
INV. EL. 705.00 IN CB 39 ~ ~ ~ ~ ~ ERMAN~~ INV. ~ CMU WATER LINE / 9 ®0.51% ~ ~ ~ ~S€WE~EASEMENTi EL 707.00 IN CB 43 ~ ~ ~ EASEMENT ~ ~ _ _ ~ ''~~-r~-~~ ~ ® FLARED END SECTION STORM DRAINAGE
INV. EL 709.60 IN CB 45 ti /r , ~ ~ i DI 54 ; ~ ~ ~ - • STORM SERVICE LINE
/ i l r \ / / / ~ 7as _v ® CATCH BASIN
l ~ ~ ~ i i l ~ l ~ ~ ~ - . \ / f ~ ~ ~ \ ~ ~ ~ -RD-RD-RD- ROOF DRAIN, 8" ADS
~ ® DROP INLET NON-PERFORATED TUBING OR U A - - ~ EQUAL 1.0% MIN, SLOPE 3' MIN,
DITCH 1 , ~ / ~ ~ ~ ~ / - ` , / ; r~ ~ ' ~ ~ F 1 VE6Qf'ER S EMP ~ 00 r ~ ~ DE 1 ORARY~ 7 CfC~tITS flF- ~ ¦ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN _ '6bISTCJRBRNCE ~ TRAFFIC AREAS W
l ~ ~ ~ r i ~ ` - ' ~ , / ~ ~ ~ ~ QFF-\1TE R'ADING f EMEND WIT if ~ ~ - - .~--(~Pa
/ I' ; M ~ / CTfY ~CHAI'yLO~TE~N .7 i~IS~PAft~~ i- ~ - _ ~ • STORM SERVICE ROOF-DRAIN -TP-TP-TP- TREE PROTECTION
f ~ ~ CIT'f OFl CH~,RLrI`fTE ~ - / ~ 69~ - ~ T ~ % % ~ ~ ; - i /r ~ i 9 / ~ / DB 1351 321 \ ~ - 69~
NEW OADSIDE DITCH I ~ ~ ~ , + ~ P N 1 4' ~ l - / ' SEE C SS SECTIONS j , ~ ADJ/~CENT PROP Y 1, ~ ~ ~ ~ - i' i ~ ~ ~ o STORM MANHOLE LD LD LIMITS OF DISTURBANCE
FOR DETAILS ~ ~ ~ 1 ~ r ~ ~ - - / 69~ ~ 690 v,~ ~ v ~y WOODED AREA
N irk Jr~ ~ ~ ~ ~w DRAINAGE FLOW ARROW
s / ~ f /SURVEY D I THIS - - / ~ \ 250 10' CONTOUR
_ i r ( ~ ~ Af7~A ~ N LINE BREAK SYMBOL M~ W 252 2' CONTOUR ~
I r- - - - ~ ~ \ ~ ~ 250.00 TOP & BOTTOM CURB ELEVATIONS 252 EXISTING 10' CONTOUR
r ~ ~ e ~ LINE TYP. V -------250-------
~ ~ / ~ ~ / ~ 1~ _ - - - _ ~ / ~ r~ ~ f ~ ~~5 ~ EXISTING 2' GGNTGUR PROJECT N0, IBC-08030 \ \ TW=223,00-TOP OF WALL ELEVATION IBC08O3O-G1 \ FILENAME:
, ~ ~ -G'-J ~ -i- ~ BW=213.00-BOTTOM OF WALL ELEVATION - - - - - EASEMENT LINE
y s Q ~ \ (NOTE: BOTTOM OF WALL IS GROUND nEStGNED er: SMM ~ ELEVATION NOT WALL FOUNDATION) unnini~nn norn
unvvi~nr nvL.r uaenv an JMM mmm (2% MAX. SLOPE)
a + 250.60 SPOT ELEVATION SCALE: 1 60'
\ - , _ ?x DATE 6-15-2009
- GRAPHIC SCALE SHEET NO.
E.y 60 0 30 60 120 C-7
\ FU V
I \ . \ ) 1 / V On 1 inch = 60 ft. WADAMS

- ~ ~ i, A 1 ~ / i / ~ RIP RAP APRON TABLE
\ ~ ~ ~ ~ f _ ~ V ~ ~ ~ , RIP RAP APRON CHART ~ _
O _ _ - ~ t \ - ~ ~ - = ~ DITCH 5 ~ / ~ ~ ~ V ~ ~ ~ ~ Outlet Qio Do La Wa tl50 RipRap dmax Thickness
~ r~ _ STA. 8+40 / ~ i' ~ I ~ ~ } ~ 7 ! CMU WATER LINE ~ A ~ y (cfs) (in.) pfl (IfJ (in) Class (in) (in)*
o g~~0 .--r - - i / / / J ~ V / EASEMENT i WES ~ -I~-... ~ - - ' / / i J J t ~ DITCH ~ ~ - / ~ ~ ' ~ PROPERTY LINE
a~---_ _ ~ . \ \ STA. 4'+50 ! ~ \ EXIST ~ i r- ~V ~ - ~ \ ~ _ - AW I 127.00 60 ui. 40 45 18 2 27 40.5 EXIST. RIP RAP - - FBS 50 8.89 24ui. 12 14 S A 7.5 11.25 ~ ~
X15 ~_-1n /7`-/-%'"'~.~ _ ; / i ~ ~ DISTUR~BANQE - "C1~ANNEL \ I _ _ O ~ _ SID.BASINI 46.65 36in. 24 27 12 1 18 27 ~ ~
~ r ~ \ ~ - POND 9.00 36>ll. 30 42 8 B 12 22 • ~
gYR ~ --C J ~ - ~Thicloiess may be reduced to 1.5 (d50) with use of filter fabric. Minimumthickness =10". ~
/ \ i ~ Ditch Lining Calculations ~ p ~ ~ ~
SITE p m `_.'.'=-.-„-....`°`°-w~~. - - DITCH--,' DITCH- _ ~ I / ~ ~
~ A r / / / ~ _ - j STA. 0• ~ STA. 0+00 ~ ~ ~ / / Ditch Calculations ~ ~ ~ ~ Z ~
/ 10 yr 10 yr 10 yr Min. Ditch Permanent Lining Temporary ~ ~ W a Z _ _ .695 ~ - ~ ~ , ~ _ ~ Ditch Slope Width Flow Velocity Depth Depth Lining Required Type Lining ~ ~ ~ ~ p x
~ D 116 ~ ' ~ a, ' ~ - V ~ , r / ~ ~ ~ -
V ~ ~ \ \ ~ 1 1 f / f ~ / / , X52 a~ ~ r - 01 ~C #1 -Sta: 6+00 1.00% V-Ditch 0.69 1.64 0.41 ft 1.41 ft Noz N!A NIA ~ ~
\ n \ ` o`er \ \ } = / ~ ~ ~ , ~ / ~ I / ~ - ~ m~ _ ~ #1 - Sta: 8+50 1.00% V-Ditch 0.27 1.29 1.29 1.29 ft Noe N!A NIA Z ~ H ~
~ i \ V ~ ' / , ~ / ~ 1 B1,0 V / _ ~ i ~ \ r l 1 / / / ~ \ \ ~ ~ ~ /
~ ~ q / / 13.670 l X691` ~ < y~' ~ \Y' 6g0 #2 1.10% 2 If 5.3 2.74 0.57 ft 1.57 ft Noe N!A Straw whet p,~ a Z ~
~ ~ ~ V ~ t/ / / ~ 1 ~ ~ \ ~ ~ / #3 0.50% 14 8.89 1.67 0.35 1 Noz N!A Straw whet E..i ~ ~ ~ ~ ~
\ \ \ \ / / 1 ~ o\ ~ ~ \ \ n ~ Y, , / / / CONC. RAMP T0._ = ~ ~ ~ / 9 / , ' ~ #5 Sta. 0+00 1.50% 5 20.4 3.19 0.59 1.6 Noz N!A Jute Net Z ~ ~ ~
~ ~ \ \ n ~ r ~ / / / / / / \ 69 ~ ~ _ _ - _ - - ~N-TE21CNe VyITH% = .1 ~ - - - _ i / / / / / / ~ '~q~ HANDRA L PEA r' ~ ~ ~ ~ - _~~5 \ / #5 Sta. 4+50 1.50% 1 3.15 2.66 0.48 1.5 Noz NIA Jute Net Z ~ ~ o - VA~V~~~ W C4~ ~
_ - - ~ ~ \ ~ ~ #5 Sta. 8+40 4.50% 1 1.7 3.38 0.27 1.3 Noz NIA Straw whet
V 1 ~ / / / -r I~
VICINITY MAP i ` V v ; / / / / / / ~ ~ ~ 1 ~ o i - ..~u~l ~ ° I ~ I A - - ~ - ~ ~ ~ \ Ditch 6 4.75/0 1 1.7 3.45 0.27 1.3 No N!A Straw whet CARS ~ A VA. ~ A ~ Ft
NOT TO SCALE ~ \ ~ ~ / ' ~ ~q,- ~ ~ \ s ~
v ~ v v ~ . . ~ ~ ~ / ~ / / ~ ~ vvvv ~i ;Vv ~ l ~ ~ ~ ti ~ \ Ditch 7 7.50% 1 6.4 3.13 0.67 1.7 YES RIPRAP3 Synthetic Mat
~ ~ ` ~ / .A % / / ~vvv~%; - J /vvA 1 ICI Q V ~ ~ A\\VA A / ~ ~ ~ ~ a, # 8 Sta. D+00 5.00% 1 4.2 2.42 0.61 1.7 YES RIPRAP4 Straw whet " ~p : ; ~
TAL DISTURBED vvv vv v _ / / v ~ i , ,-~~v / vvv~~ T~ v ~ , I - - _ ~ I / CB~19 i ~ ~ i, \ ~ ~ ~ - ~ ~ VA\\\V\ V ~ ~~J~,
\ ~ ~ \ ~ \ \ \ \ ~ \ \ ~ # 8 2+00 1.15% 1 1.9 2.11 0.4 1.5 Noe N!A NIA ~ Q
AREA 37.6_ AC. y~vv~~ ~ v vii _ - h~- - - / ~ ~ v ~ ~ / 1. I VGA ~ ~ , /~1 ~ i l / _1~CF- .5 RCP / - / l l ~ ~ ~ , J i r ~
~~A \ ~ 1 ~ /I~~ / ~ 1, 1 - MAINTAIN MINIMUM 10~ CLEAR ZONE FROM TOP ~ ~ r\~ ) Cali ~ d - - - ~ ~ ~ / / ~ ~ ~ ~ ~ ~ ~ ~ ~9 r ~ \ / ~ l f ~ (I . ~ N 9 \ \ ~ ~ \ \ \ \ \ z Per Table 8.05a of the NCDENR Erosion and Sediment Control Planning and Design Manual no EXTENTSV0`F V V v, ~ t permanent liner is required if ~locities are below 4.0 ftlsec.
OF ALL CHANNEL BANKS TO DENUDED LIMITS. ~ ; /J ,,~1',`~/ ~ ~ _ - / ~ ~ ~ / T L - - ~ ~ - G ADING ~ \ \ \ ~ ~
ALL TREES & BRUSH REMOVED DURING lo,~ r I 1 ~ ~ ~ ~ ` 1 ~ ~ \ _ ~ _ \ \ \ V` \ ~ - _CB9_ i ~ \ \ ~ \ \ , 3 d60-9" Rip rap _ ~ ~ a d50=6" Rip rap
CLEARING ~ GRUBBING OF SITE SHALL BE ~~I~~r ~ ~ - / ~ ~ ~ ~ A ~ ~ ' \ ~ ~ ~ ~ r L ~(i'
~ ~ ~ i CHIPPED ON SITE AND HAULED OFF SITE I ~ ~ ~ / r ~ ~ ~ ~ . _ ~ ~ _ _ _ ~ ~ \ ~ - - - ~ ~ A \ ~ FOR DISPOSAL. I I , ~ I ~ ~ ' i ~ ~ ~ - - ~ ~ ~ V ~ . ~ ~ A s.. ~o , ~ l ~,I, E. 3 w
NO OFF SITE BORROW AREAS SHALL BE ~4~ ~ _ ~ - ~ ~ ~ _ ~ ~ ~ A A \ ~ i o f/ ~ l 111,~~ W
UTILIZED DURING GRADING OF THE SITE. ALL _ L ~ ~ / / ~a \ ~ l I l ~ I HW 1 CB 9 DI 16 ~ / ~ ~ ~ ~ / C ~ ~ ~ ~VI INV. EL. 672.14 RIM EL. 690.30 RIM EL. 696.00 ~
FILL SHALL BE OBTAINED WITHIN LIMITS OF rr - ` ~ T"_. - , / - - _ , ~ ~ i - \ ® ~ ~ / / \ ~ \ \ \ \ 1 ~ ~ I ~ \ / ~ DISTURBANCE SHO N ON PLANS. / ~ ~ , ~ ~ _ \ `4 ~ ~ \ , V ~ ~ ~ ~ ~ ~ ~ ~ - / ~ ~ I INV. EL. 684.90 OUT tNV. EL 692.50 OUT w
/ N / / 11 i JB 2 INV. EL. 685.40 IN z
~ / ~ ~ ~ / ! ~ ~ RIM EL. 682.00 z I l~ / ~ \ ~ ~ i ' INV. EL. 672.20 OUT w
SEE SHEET C-10 FOR ALL STORM . / / / ~ ~ ~ . ~ - - ~ - ~ ~ ~ - ~ \ \ ~ 1 1 C ( , / / ~ y,y~ l / \ A ~ ~ ~ ~ l l l INV. EL. 673.20 IN CB 10 CB 17 ~
DRAINAGE NOTES ANDS /f--. , / i,~~l~, % ~ ~ ~ ~ ~ ~ B~I~- N,G I ~ ~ / / ~ ~ / ~ / A ~ / /,1 JB 3 RIM EL. 690.30 RIM EL 698.10 ~ ~
DRAINAGE PIPE CHART. ~ f~ , ~l, !11 ~ ~ , ~ ; V ~ ~ -685 ~ _ ~ ~ 1 ! ~ ~ ~ / ~FE 69~ .5! ~ ~ ~ ~ ~ cB / i 9 / / \ \ / / / / RIM EL. 688.00 INV. EL. 686.30 OUT INV. EL. 694.10 OUT Z o GAB f ~ ~ / ~ f !l// f ' INV. EL. 675.26 OUT ~ N
/ ~ I \ \ \ / / INV. EL. 675.26 IN ~ °
SEE SHEET D-5 FOR ALL STORM v ~ ~ ` ~ . ~ , ~ ~ ~ : , \ \ \ ~A V A ~ ~ _ \ i ~ ' ~ ~ ! ~ ~ ~ J ~ / / / l 0 / \ CB 18 W o
DRAINAGE DETAILS ~ ~ ~ ~ \ ~ ~ ~ ~ y ' \ \ A V ~ ~ V - _ ~ - ' ~ ! ~ I i ~ ~ ~ / l/ ® 9 i / \ i f ~ I ~ I R M EL. 693.30 R M 1EL. 693.90 RIM EL. 697.60 ~ a
v 1 ~ \ A \ ~ \ ~ i ~ / a~ v ~ v v v\ vvvvvVA ~V~~_~; - ~ , CBT3_- v v 111(( li ~ / l l I / / ~ / ~ ~ ~ ~ t INV. EL. 676.27 OUT INV. EL. 685.23 OUT INV. EL. 693.60 OUT ~ / /I ~ DEVELOPER/HASjTEMP,~ORARY INV. EL. 676.28 IN CB 5 INV. EL. 685.23 IN
~v ~ A \ ,A,A VA ~ A 11 _ _ \ ~ / / ~ E ~ / ~ OFF'-SITE GR"ADING~EASEMENT WITH INV. EL. 684.65 IN CB 11
V ~ ~ ~,~.~,A\ VA VA ~ V~_ ~4LF~, R-CP - A V A ~ ~ V ~ ~ ~ / / ~ ~ r / ~ / 9~ ,CITY OF CHARLOTTE ON! T~'iIS/P/ARCEL INV. EL. 676.28 IN CB 21 0
v v v yv~v vv v \V A~,Vv _ - --.v v y 1~f1 1,111\ ~ ~ I l ~ / / / i - ~ / i l i CB 12 CB 19 ~ p / ~ / / l CB 5 RIM EL. 696.00 RIM EL. 697.60 ~
v ~ ~ v v v vA~,A A\\ \ vVA ~ ~ , ~ ~ v V ! 1 I t ~ / v ~ ~ ~~vvv,v.v v \\\~~VAv v _ / ~ _ v v v1111 X111A1 II I / / / i 2v , ~ i ~ INV. EL. 693.60 OUT / / ~ ~ / . ~ _ / / ( RIM EL. 690.70 INV. EL. 686.64 OUT ~
y ~ ~ vvv v vvvv\\, vv ~ ~ v v Iilt1 11111 ~ / l C t ~ ~ ~ ~ ~ INV. EL. 677.46 OUT INV. EL. 686.64 IN CB 13 q ~ ~ ~ C j i 19 / ~ ~ ~ 1 ~ 1 INV. EL. 677.96 IN INV. EL. 691.00 IN CB 17 ~ ~ Z
' ~ ~ ~ vvvvVvvvvv vv~Ayyvv~vv~ _ ~ _ ~~vv v, ~ ~ III 1 1 / l C \ \v \ of \ A ~1 11 11 I i ~ ~ v~ ~ ~ v v vv v V v\vvAV`~ v~~~~~ ~ vA ,1 \i~ I, ~ \ f 1 ~ E ~ ~ ~ CB 20 ~ ~ O ~ /PROPERTY ~ 1
v ~ vvvvvvvv VA evA vvv. v r~ -,vim vv\V AV11 ~ \V\\ 1\ \ 1 6 / ~ I ( / i LINE ~TYP.) / / iJ / CB 6 R M 1EL. 695.60 RIM EL. 698.30 ~ ~
' v v ~ A v vv vA vvv v~~ v - ~ ~ ~ \ 1 i 1 .11 \ \ \ / ~ v ~ ~ y v v v VA VAvv Av ~ ~ ~ J ~ ~ v ~ ~ \i\ iV11 ~ 1 V11 ~ ~ \ ~ ~ I l ~ , ti v v v \ v v vv v v yAA VA \v vv ~ ~ \ ~ ( _ - - y~v v v v \ , A 1 V i ~ ~ \ A m ~ / ,1 INV. EL 694.30 OUT ~
v v ~ vvv vv vv vv vv v~~~~. v, v , ~ ~ ~V1\ 1 1111 ~ V N l ~ J / / S/ / / / ~ / / / WV. EL. 680 9~ OUT INV. EL. 689.42 IONU CB 14 ~ ~ U ~ ~ ~ i ( / / INV. EL. 680.97 IN INV. EL. 691.00 IN CB 18 ~ ~ ~
~ ~ v v v ~ ~ A\ vvvvvvvv~~~ v ,.vvv v A~ ~ I ~~~~~v\ ~ ~ ~\~iV111 11 / \ v v v v \ vv vv vvv , ~ ~ v~ , ~ ~ ~ v vv V A ~ 111 ~ ~ V A \ \ ~ i J I .
ti v \ V v. A\ \\i vv VA v~~~ v ~ ~ ~ ~ A\V A\ \\111 \ ~ ~ ~ \ v ~ ~ A \ vA vA ~~v ~ A ~ A ~ ~ \ 111 1\ ~ A } V A v \ 1 , 111 ~A v\ vv~~~ v ~ t~ ~ v A\\ VA\ \VA\V ~ ~ ~ " ~ ~ ~ 9 ~ ~ CITY of c A~ SLOT / c6 14 CB 21 q w o ~ / CB 7 RIM EL. 695.60 RIM EL. 695.40 O Z
\ v v v \ \ ~ vv v ~ v ~ ~v ~ \ V ~ ~ AV~\ \ 1 \V\\ \ V A \ \ t l o l i ~ 11 \ vv ~ ~ ~ ~ v ~ a,, A ~ ~ ~ VV A \ V 1 ~ \ V V ~ Jr,, ~ ~o ~ ~ ~ ~ DB X371 i LPG 454 / RIM EL. 690.30 INV. EL. 691.15 OUT INV. EL. 679.72 OUT ~ I
v \ 1 1 11 \ \ \ vv ~ v~ ~ ~ ~ , ~ A A ~ A\~\ 1\ ~VA\ \ \ \ \ ~ / / / ~ 1 ~ ~ ~ I~IN 14110412 / INV. EL. 682.30 OUT INV. EL. 691.40 IN CB 15 INV. EL. 679.72 IN ~ I` W
~ ~ \ I. ~ ~ A \ \ V~ \ V ~ ~ i \ \ \ ~ \VA ~ 1VA\ \ \ ~ / ~ 132 LF 30 RCP ; ~ \ \ \ \ A A ~ \ ~ ~~~.1\4% ti VA \ \ V ~ \ ~ ~ ~ ~ ~ ~ ~ . A A ~ / / ~ ~ l ~ ~ l ~ / i/ INV. EL. 682.80 IN INV. EL. 691.00 IN CB 19 Q l 1 '
~1.00~ ~i ~ i ~ ~ ~ \ s v v~ ~ ~ , ~ ~ vvvv ~ I ~ v\ 1 111 ,V1\ \i, AV v v v / ~ r~ ~ I ~ 11 ~ ~ ~ ~ \ \ ~ ~ v A<~11V111 \ V \ A\ ~ ~ i , / / CB 15 CB 22 ~.7
~ I ! ~ A ~ ~ \ ~C. ~ ~ '~v v , ~ ~ i 1 J~ ~ ,l V 111 A\\ ~ ~ \ ~ / / r i \ \ 1~ \ V \ I ( I~~ 1 q ~ ~ ~ \ \ \~A ,A ,V A \ ~AV /CB / ~ ll / r l ,i / ~ ~ ~ 1 / / CB 8 RIM EL. 696.20 RIM EL 698.00 ~ Q / j / / / / / ~ ~ I % / RIM EL. 690.30 INV. EL. 69225 OUT INV. EL. 683.36 OUT ~ ~
/ 9 / / / / / / / / ~ ~ I ~ ~ ~ ~ INV. EL. 684.30 OUT INV. EL. 692,25 IN CB 16 INV. EL. 683.36 IN DI 23 W U
194 LF 30 RCP ~ 2J8% ~ / ~ ~ 698 ~ 1 I i ~ ~i 1 ~A \ 1 t w" --i ~ ~ I t V ~ A\ ~ ~ ~ / / ~ / / ~ / / / ~ ~ ' ~ 1 I I I INV. EL. 684.30 IN INV. EL. 692.25 IN CB 20 INV. EL. 684.36 IN CB 30 Z /l ~ o r' ////r~~,.~~'
f / / ~ ~ ~ ~ ~ ~ A t 1 ~ \ V A ~ ~ ~ A /
/ / - l~~ ~ /g/ / / ~ / / / / / i / ,1 ~
~ , / / / ~ ~ i 1, ~ 1 ti ~ 1 ~ / i ~ ~ - r / S ~ - / ~ n 1 n ~ \ ~ ~ ~ ~
~ i ~ ~ 1 .A A ~ A ''II' / 1 l
- ' if 822. 2~1F - - 1 CBS i ~ i / \\2~ \ ~ - - i QP® ~ ~ ~ 1 ~ I I I I 1 ~ B~ vvvv ~v / ~ i TOTAL DISTURBED
/ 2.00 ~2 L~ 4 c ~ z.op~ 1 ~ i , ~ I I ~ s LFI ~ ~ cR ~ o. o~ , ~ ~ ~ ~ _ s _ - i, / , \ i i /
\ -i / _~~~i i~~ ~~~~i~///~I(!~ `//i/ll/l AREA=37.6±AC.
~ i i/ i~ l1 ~ ~ i~~' ~ /l, - ~ i / ~ . !,~~/l~ / /~i/ / ~ MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP
- - / UM(l~',~F~ r j ~ j ~ OF ALL CHANNEL BANKS TO DENUDED LIMITS,
TEMPORARY , ~ -y-~--,~ I I I ~ ~ ` ~ \ \ \ ~ _ _ _ _ - ~ ~ I ~ / . ~'DIS` U~B~ANOE~ , ~ ~ ALL TREES & BRUSH REMOVED DURING
OFF-SITE GRADING - f , ,J i i ~ ~ ~ ~ I ~ 1 ~ s1r~ \ ~ \ \ - - - - ~ ~ ~ ' ~ ~ CLEARING & GRUBBING OF SITE SHALL BE
EASEMENT ~ ~ ~ ~ ~ ~ ~ A \ \ A ~ - i ~ ~ } I I_t_ ~ \ \ ~ ~ ~ \ \ A V \ \ \ \ DE D ~`HE-ErtS_ - - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~i, ~ / / / CHIPPED ON SITE AND HAULED OFF SITE % ~ i ~/i / / FOR DISPOSAL.
LIMITS OF _ \ ~ ~ \ ~ ~ V ~ ~ ~ t_ ~ _ - 15_BERM~NENT R.~VJ~ - - - 1 LF 48 , / ~ r 'L-- ` \ \ iA \ ~ . EV.~ 6~0 - - - ~ - i ~ 'i- - ~DISTURBATJCE i - ; - - ~ ~ 4_ ~ \ \g\ ~ ~ _ - - ~ r' ~ S WER~EA EMIT ~ ~ ~ i ~6~~' - . i j j j ~ ~ Ii / / / / / NO OFF SITE BORROW AREAS SHALL BE Z
- _ _ 1 ~ --\-1 x-~ ~V\ \ \ V ~ ~ ~ r~ - ~ % ~ ~ , / ~ ~ / / / f /t UTILIZED DURING GRADING OF THE SITE. ALL
~ i ~ ~ / FILL SHALL BE OBTAINED WITHIN LIMITS OF ~ ' ~ /f ` _ / \ / DISTURBANCE SHOWN ON PLANS. ~ a
- . - ` - - ®0.50% ~ \ ! i ~i i ~ ~ 1 ~ V A VA \ \ \ V ~ ~ _ ~i i _ a'~e>~ ~ i ~ i ~ \ ~ °y~a~ ~ ~V ~ _675-- i i
_ o, o, o RCP RAP APRON PER ° ° ~ i . _ -,r- , ~ ~ \ V\ \ VAS - - , / i
~ i /i
~ ~ , , SE CHART FflR~ - - - _ / I r ' ~ i 1 i EN F P R 'FT b \ ~ ~ ~ SL1Y 6~ -a.rlAr?~J~rr I r % / I I ~ ~ ~ ~ i /
DB 151 PG~3~1 '~E -A1LS _ ~ ~ ~ 1 i ~T ~ MyWET ND fM\P~4 - ~ ; - , . ~ ~ I ~ - ~ ,i l / I j ~ i ~ I / NO ~ TURB EYON~. ~-A-- ~ ~ R4N 94?6+168 - I ~ ~ i - CATER-QUALITY / J ~ ~ ~ I ( ~ ~ ~ ~ ~ 0 ~ - ~ ~ GRADING LEGEND ~ Z C~ i
~ - - ~ i , ~ D""~TENTION-P0N0 I ~ ~ ~ ~ ~ 665 ~ 'SEWER ^ A
, ~ - - _ . ~ ~ ,SEE SHEET 571 Y ~ I / ~ \I ~ I ~A ~ ~ ~ ~ ~ 85 - - - _ _ / / i / - - __FOR -Df'i`AI LS J / ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ;EASEMENT w ` ~ i ~ , - - l-- o ~ ® FLARED END SECTION STORM DRAINAGE
- -J_J~ -1. i _ =-r / ~ l ~ ~ ~ ~ I I ~ ~ ~ k,'
PE~RMRt~tENTy _ _ _ - ~ i ~ - - / ~ / ~ r ~ 1 ~ \ - ~ \ ~k STORM SERVICE LINE j 66~/ ' ~ ~ ~S, ® CATCH BASIN
! ~ _ .CLTY-G>< CkIF~<LOTTH/\~-- - ~ ~ / , ~ i r / ~ ~ ~ ~ ~ V `BANK % ~E ~_-D6TENT1flt~ ~ ~ ',A\-- - ~ J ~ ~ ~ A \ , % _ _ _ _ ~ ROOF DRAIN, 8" ADS
- - --rJB-~,1--r Er-4~4 ti ~ ~ ~ ~ I ~ , - ~ ~ ~ ~ \ \ 3b''P~CO ® DROP INLET -RD-RD-RD- NON-PERFORATED TUBING OR ^ _ BUFFER/35' I' EQUAL 1.0% MIN. SLOPE 3' MIN. V ~
~ ~r - _ ,l ~ ~ is J / 1 V v VA-
SWIM ~t1FfER_ _ ¦ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN - _ ~ A TRAFFIC AREAS W
_ ~15;~UPLAND \ ~ • STORM SERVICE ROOF-DRAIN
_ ~ .675. ~ / / _ V A A ~ A~~ ~ < _ \ 2 NE - \ -TP -TP -TP - TREE PROTECTION
~ _ 1 _ ~ \ ~ A 1V ~ ~ , ' '2Q \ ® STORM MANHOLE LD LD LIMITS OF DISTURBANCE
W / / , _ / ~ RIP RAP AP ON V A v ~ v~ ST EP;MSIDE~ ~ \7~~NE~\ ~ ~ WOODED AREA
p~.~ / - - ~ ~ - ~s- / / / ~ _ - - ~ - ~ / ~ A V A PER CL SM 0,23 ~A \ . ~ . _ : - . \ v` ~ ~ ~S5\ DRAINAGE FLOW ARROW
- _ - - ~ - - - ! '-ro \ / ~ ~ s ~ MIN. L ~0 Lf ~ \ 1 I r ~ , \ ~ - ~ / / ~ >d~ - ~ ~SUR~/E~E6'TOP_. ~ \ ~ I `y ~ ~ ~ 250 10' coNTOUR
~ _ , \ \ J ~ 01 1 / ' ` \ 7 DETAIL ~ ~ - 1 ~ ~ A ~ - , - ~ ~ / / / r l r-~ ~F ~A~1K~' ~_34' PCCQ/ ~ \ ~ \ ~ ~ , , r_ + ~ ~ ~ N LINE BREAK SYMBOL 252 V~ , ~ ~ - ~ \ \ 2' CONTOUR
~ ~ ~ 250.50 TOP & BOTTOM CURB ELEVATIONS -------250------- EXISTING 10' CONTOUR
- ~ ~ A ~ „~A~lNTAIN~ M,4N. 1,0' ~ ~ ~ V ~ ~ ~ ~ / ' / n ~ ~ VA V ( ~ (II~ \ ~ ~ ) ~ ~ ~ ~i / 250.00 _ ______252_______ EXISTING 2' CONTOUR PROJECT N0.
~ ~ \ \ ~ ~ ~ UNDISTURBED~FR9M' / ~ ~ \ 6S~ ~ ~ \ \ ~ \ ) ~ ~ 1~ , _ IBC-08030
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\ ~ ~ / / / / / / ~ 1 1 ~ 1 A 1v 1111 ~~v~v~ ~----v-~ 1~`. i ' / ~ I ~ / VA ~ ~ ~ ~ ' ~ / ~ 1 1 1 1 I`~ ~ V A~ ~ DESIGNED BY: SMM
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DATE: P'j 6-15-2009
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STORM DRAIN PIPE CHART ~
CITY OF CHARLOTTE NOTES:
COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. A. GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOT STANDARD STRUCTURE LENGTH DRAINAGE AREA "A" RUNOFF "A" x "C" FL
ALL ROAD IMPROVEMENTS ON SAM WILSON ROAD ARE TO BE COORDINATED WITH THE SPECIFICATIONS UNLESS OTHERWISE SPECIFIED IN THIS MANUAL. (ACRES) COEFFIC ~ "C" FLOW TIME (MIN.) RAINFAL KNOWN Additiona RUNOFF (CFS) FULL VELOCITY PIPE PIPE INVERT ELEV. (FT.) GROUND/RIM ELEV. (FT.} ^ L RUNOFF I Flow CAPACITY DIAMETE SLOPE H
CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. FROM TO (ft) INC. TOTAL (C) INC. TOTAL INl TOTAL INLET SYSTEM (inlhr) (cfs) INC. TOTAL (cfs) (ft/s) (in) DOWN UP DOWN UP ~1 ~
2. ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITH THE STREET PAVEMENT EXCEPT FOR CULVERTS DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM#50.05 (9" SIGNS ONLY) EQUAL TO OR GREATER THAN (60) SIXTY INCHES IN DIAMETER. FOR CULVERTS EQUAL TO OR GREATER SD OF 1 ~4 O
THAN (60) SIXTY INCHES, CORRUGATED STEEL OR ALUMINUM PIPE IS ALLOWED IF IT HAS A CONCRETE HW 1 JB 2 12 0.00 33.33 0.00 0.00 .26.78 0. .26.78 0.00 17.20 4.70 127.02 0.00 0.00 127.02 184.18 9.65 60 0.50 672.14 672.20 0.00 682.00 ~
SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. POURED INVERT. MINIMUM. GAUGE FOR METAL PIPE SHALL BE 14 GAUGE. JB 2 JB3 165 0.00 33.33 0.80 0.00 26.78 0. 26.78 0.00 16.10 4.90 130.71 0.00 0.00 130.71 160.50 11.23 48 1.25 673.20 675.26 682.00 688.00 ~ ~ ~ ~ ~
IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION 3. ALL STORM DRAINAGE PIPE OUTSIDE THE STREET PAVEMENT SHALL BE REINFORCED CONCRETE PIPE, JB3 CB 4 84 0.40 33.33 0.80 0.32 26.78 5. 26.78 5.00 15.60 5.00 132.68 0.00 1.60 132.68 157.51 11.21 48 1.20 675.26 676.27 688.00 693.30 ~ ~j' a ~ Q
OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTION. THESE REQUIREMENTS WILL CORRUGATED METAL PIPE OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE, AS APPROVED BY THE CB 4 CB 5 236 0.73 6.45 0.80 0.58 6.02 5. 6.02 5.00 9.90 5.90 35.28 0.00 3.42 35.28 47.16 4.99 36 0.50 676.28 677.46 693.30 690.70 ~ H ~ ~ ~
BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS. CITY/COUNTY ENGINEER. NO OTHER TYPE OF PIPE SHALL BE USED WITHOUT PRIOR APPROVAL FROM CB 5 CB 6 262 0.96 5.72 0.95 0.91 5.43 5. THE CITY/COUNTY ENGINEER. ALL PIPES SHALL BE LAID WITH THE BELL OR GROOVE UPGRADE AND CB 6 CB 7 117 1.16 4.76. 0.95 1.10 4.52 5. 5.43 5.00 8.20 6.20 33.83 0.00 5.64 33.83 43.96 6.89 30 1.15 677.96 680.97 690.70 690.30 E--1 ~ ~ ~ ~
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. THE JOINT ENTIRELY INTERLOCKING. 4.52 5.00 7.40 6.40 28.95 0.00 7.04 28.95 43.73 5.90 30 1.14 680.97 682.30 690.30 690.30 ~ ~ w a Z 3.42 5.00 6.60 6.60 22.56 0.00 7.66 22.56 25.29 7.18 24 1.25 682.80 684.30 690.30 690.30 M.,.q \ ~ O~ O
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED CB 7 CB 8 120 1.22 3.60 0.95 1.16 3.42 5. FROM THE AFFECTED PROPERTY OWNERS. 4. ALL CONCRETE SHALL BE 3600 PSI. IN ORDER TO USE PRE-CAST STORM DRAINAGE STRUCTURES CB 8 CB 9 120 1.16 2.38 0.95 1.10 2.26 5. 2.26 5.00 5.80 6.80 15.39 0.00 7.48 15.39 15.99 4.90 24 0.50 684.30 684.90 690.30 690.30 0 ~ ~ ~ ~ ~
1.16 5.00 5.00 7.00 8.15 0.00 8.12 8.15 9.09 4.61 18 0.75 685.40 686.30 690.30 690.30
TO ENSURE DRAINAGE KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB. IN ANY STREET RIGHTS-OF-WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY/COUNTY CB 9 CB 10 120 1.22 1.22 0.95 1.16 1.16 5. IN ORDER ENGINEER. CB 4 CB 11 29 0.11 2.92 0.80 0.09 2.26 5. 2.26 5.00 9.60 5.90 13.37 0.00 0.53 13.37 14.85 8.54 18 2.00 684.65 685.23 693.30 693.90 ~j ~y~n Z ~ x ~
SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF WAY IF 5. ALL HIGH-DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR/SMOOTH INTERIOR, CB 11 CB 12 70 0.18 2.81 0.80 0.14 2.17 5. 2.17 5.00 9.10 6.00 13.05 0.00 0.84 13.05 14.90 7.39 18 2.01 685.23 686.64 693.90 696.00 W Z p ~
DEEMED NECESSARY BY THE INSPECTOR. CONFORM TO THE REQUIREMENTS OF AASHTO SPECIFICATION M294 FOR CORRUGATED POLYETHYLENE CB 12 CB 13 185 0.49 2.47 0.80 0.39 1.90 5. 1.90 5.00 7.90 6.30 11.92 0.00 2.46 11.92 12.87 6.74 18 1.50 686.64 689.42 696.00 695.60 W ~ a ~ o 0
CURB AND GUTTER SHOWN ON PLANS ALONG STEELE CREEK ROAD MAY BE ADJUSTED PIPE AND SHALL REQUIRE COUPLING BANDS AND FITTINGS. CB 13 CB 14 216 0.49 1.55 0.80 0.39 1.16 5. 1.16 5.00 6.50 6.60 7.69 0.00 2.57 7.69 9.40 4.35 18 0.80 689.42 691.15 695.60 695.60 F-r1 O ~ w Z o
BASED UPON FIELD STAKING 8Y CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY 6. CONCRETE PIPE USED WITHIN THE STREET RIGHT-OF-WAY SHALL BE A MINIMUM OF CLASS III CB 14 CB 15 170 0.21 0.63 0.80 0.17 0.42 5. ALSO REQUIRE MODIFICATION BASED REINFORCED CONCRETE PIPE, WITH A MINIMUM DIAMETER OF FIFTEEN (15) INCHES (EIGHTEEN (18) CB 15 DI 16 48 0.27 0.27 0.50 0.14 0.14 5. 0.42 5.00 5.30. 6.90 2.93 0.00 1.17 2.93 4.57 2.39 15 0.50 691.40 692.25 695.60 696.20 Ih~~--99 ~ ~w I
UPON FIELD CONDITIONS. 0.14 5.00 5.00 7.00 0.95 0.00 0.98 0.95 4.66 0.77 15 0.52 692.25 692.50 696.20 696.00 ~ ~ W ~ ~ ~
INCHES MINIMUM ON CROSS DRAIN CULVERTS WITHIN THE COUNTY). CB 12 CB 17 14 0.16 0.16 0.80 0.13 0.13 5. 0.13 5.00 5.00 7.00 0.90 0.00 0.91 0.90 30.39 6.80 15 22.14 691.00 694.10 696.00 698.10 Z U o ~
THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM 7, THE MINIMUM COVER FOR ALL PIPE IS TWO 2 FEET. SPECIAL APPLICATIONS FOR LESS THAN TWO CB 13 CB 18 14 0.43 0.43 0.80 0.34 0.34 5. WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER CB 14 CB 19 14 0.43 0.43 0.80 0.34 0.34 5. 0.34 5.00 5.00 7.00 2.42 0.00 2.38 2.42 27.83 2.97 15 18.57 691.00 693.60 695.60 697.60 ~ o~
IS PROHIBITED. (2) FEET OF COVER WILL BE REVIEWED INDIVIDUALLY. CB 15 CB 20 15 0.15 0.15 0.80 0.12 0.12 5. 0.34 5.00 5.00 7.00 2.42 0.00 2.38 2.42 27.83 1.97 15 18.57 691.00 693.60 695.60 697.60 Z o 0.12 5.00 5.00 7.00 0.84 0.00 0.84 0.84 23.87 0.69 15 13.67 692.25 694.30 696.20 698.30 w ~ ~
THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN 8. CONCRETE MORTAR JOINTS SHALL BE USED FOR JOINING ALL CONCRETE PIPES. THE PIPE SHALL BE CB 4 CB 21 172 0.51 23.56 0.80 0.41 18.19 5. 18.19 5.00 14.40 5.10 93.00 0.00 2.09 93.00 142.28 10.20 42 2.00 676.28 679.72 693.30 695.40
AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF CLEAN AND MOIST WHEN MORTAR IS APPLIED. THE LOWER PORTIONS OF THE BELL OR GROOVE SHALL CB 21 CB 22 182 0.37 23.05 0.80 0.30 17.78 5. ,uuiu, 17.78 5.00 13.20 5.30 94.13 0.00 1.59 94.13 142.28 10.45 42 2.00 679.72 683.36 695.40 698.00 ,~o`~~,~ CARO~~' ,
THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. BE FILLED WITH MORTAR SUFFICIENT TO BRING THE INNER SURFACE FLUSH AND EVEN WHEN THE NEXT JOINT IS FITTED INTO PLACE. THE REMAINDER OF THE JOINT SHALL THEN BE FILLED WITH MORTAR AND CB 22 CB 30 194 0.55 16.04 0.80 0.44 11.45 5. 11.45 5.00 11.90 5.50 63.01 0.00 2.42 63.01 68.42 14.08 30 2.78 684.36 689.76 698.00 701.85 ~ ~ ~ ~
HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN A BEAD OR RING OF MORTAR FORMED AROUND THE OUTSIDE OF THE JOINT. THE APPLICATION OF CB 22 D) 23 132 0.26 6.64 0.50 0.13 6.03 5. 0 ES , 6.03 5.00 8.90 6.10 36.60 0.00 0.79 36.60 41.01 7.46 30 1.00 683.36 684.68 698.00 693.50 ~;•0`<
EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE MORTAR MAY BE DELAYED UNTIL FILL IS COMPLETED WHEN THE PIPE IS LARGER THAN THIRTY (30) DI 23 DI 24 41 1.18 6.38 0.95 1.12 5.90 5. 5.90 5.00 8.60 6.10 36.16 0.00 6.83 36.16 41.51 7.37 30 1.02 684.68 685.10 693.50 693.50 :'Q~
CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST INCHES. OVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN DI 24 D125 120 1.19 5.20 0.95 1.13 4.78 5. BE APPR 9. PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B DI 25 DI 26 120 1.19 4.01 0.95 1.13 3.65 5. 4.78 5.00 7.80 6.30 30.13 0.00 7.12 30.13 41.01 6.14 30 1.00 685.10 686.30 693.50 693.50 75
THE PUBLIC RIGHT-OF-WAY. FLEXIBLE PLASTIC GASKETS, MAY BE USED IN LIEU OF THE MORTAR JOINING METHOD. 3.65 5.00 7.00 6.50 23.70 0.00 7.35 23.70 41.01 4.83 30 1.00 686.30 687.50 693.50 693.50 ~ ~ ;
DI 26 DI 27 120 1.20 2.82 0.95 1.14 2.52 5. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE 10. COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HDPE PIPE. COUPLING BANDS DI 27 DI 28 120 1.27 1.62 0.95 1.21 1.38 5. 2.52 5.00 6.20 6.70 16.87 0.00 7.64 16.87 19.59 5.37 24 0.75 687.50 688.40 693.50 693.50 ~ 2 I
RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION SHALL COVER AT LEAST ONE FULL CORRUGATION ON EACH SECTION OF PIPE. GASKET COUPLING DI 28 DI 29 66 0.35 0.35 0.50 0.18 0.18 5. 1.38 5.00 5.40 6.90 9.54 0.00 8.35 9.54 15.99 3.04 24 0.50 688.40 689.00 693.50 693.50 ~ >ti ~ 0.18 5.00 5.00 7.00 1.23 0.00 1.26 1.23 4.57 1.00 15 0.50 689.67 690.00 693.50 693.50
ORDINANCE, SECTION 7.200.8. BANDS ARE REQUIRED BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BE MADE OF CLOSED-CELL 7.69 5.00 8.90 6.10 46.66 0.00 5.31 46.66 71.03 9.76 30 3.00 689.76 692.70 701.85 705.40
SYNTHETIC EXPANDED RUBBER MEETING THE REQUIREMENTS OF ASTM D1056, TYPE 2. THE PIPE CB 30 CB 31 98 0.92 10.59 0.95 0.87 7.69 5. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS MANUFACTURER SHALL INSTALL GASKETS ON THE COUPLING BAND. ALL COUPLING BANDS SHALL MEET CB 31 CB 32 149 1.08 9.67 0.95 1.03 6.82 5. 6.82 5.00 7.90 6.30 42.83 0.00 6.49 42.83 57.51 9.06 30 1.97 692.70 695.63 705.40 705.90
SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OR EXCEED THE SOIL-TIGHTNESS REQUIREMENT OF AASHTO STANDARD SPECIFICATION FOR HIGHWAY CB 32 CB 33 120 1.08 8.59 0.95 1.03 5.79 5. 5.79 5.00 7.10 6.50 37.46 0.00 6.70 37.46 41.01 7.74 30 1.00 695.63 696.83 705.90 705.90
OF CHARLOTTE AND MECKLENBURG COUNTY. BRIDGES, SECTION 23, PARAGRAPH 23.1,5.4E . PIPEFITTINGS SHALL CONFORM TO AASHTO M252 OR CB 33 CB 34 120 1.09 7.51 0.95 1.04 4.76 5. 4.76 5.00 6.30 6.70 31.77 0.00 6.97 31.77 41.01 6.47 30 1.00 696.83 698.03 705.90 705.90
ALL OPENINGS e.., DOORS, WINDOWS, VENTS IN STRUCTURES BUILT SHOULD BE AASHTO M294. CB 34 CB 35 120 1.15 6.42 0.95 1.09 3.73 5. (9 ) 3.73 5.00 5.50 6.90 25.66 0.00 7.52 25.66 41.01 5.25 30 1.00 698.03 699.23 705.90 705.90 W
LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND SURFACE. 11. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND CB 35 D) 36 77 5.27 5.27 0.50 2.64 2.64 5. 2.64 5.00 5.00 7.00 18.52 0.00 18.48 18.52 22.62 5.90 24 1.00 699.23 700.00 705.90 704.50 W
PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. CB 30 CB 37 176 0.47 4.90 0.80 0.38 3.32 5. 3.32 5.00 10.70 5.70 18.96 0.00 2.17 18.96 40.34 9.96 24 3.18 696.00 701.60 701.85 706.60 ~
ENGINEER PRIOR TO CONSTRUCTION. 12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL. CB 37 CB 38 257 0.01 4.43 0.80 0.01 2.94 5. 2.94 5.00 9.00 6.00 17.79 0.00 0.06 17.79 26.02 6.45 24 1.32 701.60 705.00 706.60 713.40 w
CB 38 CB 39 51 0.23 2.09 0.80 0.18 1.67 5. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING 13. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUST HAVE CB 39 CB 40 161 0.65 1.86 0.80 0.52 1.49 5. 1.67 5.00 8.70 6.10 10.22 0.00 1.10 10.22 10.40 5.79 18 0.98 705.00 705.50 713.40 712.70 z
DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO STEPS IN ACCORDANCE WITH STANDARD DETAILS SET FORTH IN THIS MANUAL. 1.49 5.00 7.60 6.40 9.45 0.00 3.33 9.45 10.27 5.35 18 0.96 705.50 707.04 712.70 712.00 z
THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY CB 40 CB 41 216 0.75 1.21 0.80 0.60 0.97 5. 0.97 5.00 6.20 6.70 6.49 0.00 4.02 6.49 7.43 3.67 18 0.50 707.04 708.12 712.00 712.00 } 0.37 5.00 5.00 7.00 2.59 0.00 2.59 2.59 4.57 2.11 15 0.50 708.12 709.00 712.00 712.55
SUBDIVISION ORDINANCE. 14, ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS. SET FORTH IN CB 41 CB 42 176 0.46 0.46 0.80 0.37 0.37 5. W THIS MANUAL. CB 38 CB 43 67 0.14 2.14 0.80 0.11 1.11 5. 1.11 5.00 5.10 7.00 7.77 0.00 0.77 7.77 9.98 7.88 15 2.39 707.00 708.60 713.40 716.10 Z o
PRIOR TO INSTALLATION, PE SEALED SHOP DRA INGS FOR UNDERGROUND DETENTION 1.00 5.00 5.00 7.00 7.03 0.00 7.00 7.03 9.13 6.02 15 2.00 708.60 709.00 716.10 714.50 ~ N
SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL. CB 43 DI 44 20 2.00 2.00 0.50 1.00 1.00 5. 15, ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEET HORIZONTAL CB 38 CB 45 35 0.19 0.19 0.80 0.15 0.15 5. 0.15 5.00 5.00 7.00 1.07 0.00 1.05 1.07 6.90 3.55 15 1.14 709.60 710.00 713.40 713.50 ~
PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF UNDERGROUND DETEN110N TO ONE (1) FOOT VERTICAL (2:1) AND NOT TO EXCEED 10' WITHOUT TERRACING. ~ o W a
MUST BE PROVIDED. 16, ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, ~ ~ ~ STEELE CREEK
NON-STANDARD ITEMS (ie: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF FES 50 CB 51 31 0 2.76 D 0 1.65 1.65 5 6.9 6.5 10.76 0 0.00 10.76 16.22 4.66 24 0.51 718.35 718.51 0 724.7
RIGHT-OF-WAY REQUIRE ARIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A CB 51 JB 52 76 0.3 2.76 D.95 0.29 1.65 ~ 1.65 5 6.4 6.7 10.97 0 1.94 10.97 15.99 4.24 24 0.5 718.51 718.89 724.7 725.32
CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. ( JB 52 DI 53 82 0.14 0.44 0.55 0.08 0.23 TRANSPORTATION) BEFORE INSTALLATION. 17. MATERIALS DEEMED BY THE ENGINEER AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED DI 53 DI 54 101 0.3 0.3 0.5 0.15 0.15 3 0.23 5 5.7 6.8 1.55 0 0.54 1.55 4.57 1.27 15 0.5 718.89 719.3 725.32 723.71 a
AND REPLACED WITH SELECT BACKFILL MATERIAL. JB 52 CB 55 61 0.5 2.02 0.75 0.38 1.14 i 0.15 5 5 7 1,05 0 1.05 1.05 4.54 0.86 15 0.5 719.3 719.8 723.71 723.37 ~
PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE 3 1.14 5 6 6.8 7.68 0 2.58 7.68 12.03 5.27 18 1.31 719.39 720.19 725.32 724.69 °o i 0.76 5 5 7 5.34 0 5.32 5.34 8.14 3.89 18 0.6 720.19 721.05 724.69 724.05 A ~
REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W 18. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. THE CB 55 DI 56 143 1.52 1.52 0.5 0.76 0.76 ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES, EACH LAYER
SHOWN ON THE ROADWAY IMPROVEMENT PLAN. SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD Uoz
PROCTOR TEST (A DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (8) CIE ALL STORM DRAINAGE CALCULATIONS BASED ON RCP N VALUE (n) OF 0.013. AL THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION INCHES). OTHER STORM DRAIN PIPE SHALL BE EITHER RCP OR HDPE PIPING, (n)<0.013. OF 0.013. ALL STORM DRAIN PIPE LOCATED IN PUBLIC RIGHT OF WAY SHALL BE RCP. ALL a ~ o
(GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION n <0.013. ~ ~
EQUIPMENT. 60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER 19. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION
SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COSTS AND/OR ANY REPAIR METHODS. EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN ON STORM DRAIN PIPE CHART ABOVE: COST CAUSED BY THE CONTRACTOR/DEVELOPER. PLACE. ~~E
ALL CB GROUND RIM ELEV =BACK OF CURB ELEVATION LEVATION Q o
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY 20, UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES CIE STREET. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT AFTER THE PIPE HAS BEEN PLACED, ALL DI ~B GROUND RIM ELEV = GRATE OR UNCTION B ~~z UCTION BOX ELEVATION
CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT ~~w Q~H
http: //WWW.charmeck.org/departments/transportaion/street+maintenance/home.htm
~ ~ (STEELE CREEK STORM DRAIN SYSTEM CALCULATIONS BASED ON 50 YR STORM. YR STORM. x
x x
TRAFFIC CONTROL AND WORK ZONE SAFETY z
0
The Contractor shall maintain traffic during Fri
construction and provide, install, and maintain all traffic control devices in accordance with the North H
Carolina Department of Transportation Standard
Specifications for Roads and Structures, and the
current edition of the Manual of Uniform Traffic !~1
Control Devices (MUTCD). The Contractor shall utilize complete and proper traffic Vi
controls and traffic control devices during all
operations. All traffic control and traffic control THE CONTRACTOR SHALL OBTAIN A
devices required for any operation shall be functional PERMIT FROM THE CITY OF
and in place prior to the commencement of that CHARLOTTE/NCDOT ENGINEERING operation. Signs for temporary operations shall be DEPARTMENT PRIOR TO BEGINNING ANY
removed during periods of inactivity. The Contractor CONSTRUCTION ACTIVITY IN THE
is required to leave the project in a manner that will TRAVEL LANES OF STEELE CREEK a z
be safe to the traveling public and which will not ROAD. impede motorists.
All personnel when working in traffic areas or areas in ALL EXIST. PAVEMENT TO ~ o ~
close proximity to traffic shall wear an approved BE SAWCUT PRIOR TO
safety vest, or shirt or jacket which meets the color CONSTRUCTION OF NEW
requirements of the MUTCD. SD/C&G The Contractor shall comply with all applicable Federal,
State, and local laws, ordinances, and regulations z
governing safety, health, and sanitation, and shall F..i z z
provide all safeguards, safety devices, and protective
equipment, and shall take any other needed actions, on his own responsibility that are reasonably A
necessary to protect the life and health of employees
on the job and the safety of the public, and to t~
protect property in connection with the performance
of the work covered by the contract. NOTE: NO PERSON SHALL SPRAY, FERTILIZE, REMOVE,
DESTROY, CUT, TOP OR OTHERWISE SEVERELY PRUNE, U
INCLUDING THE ROOT SYSTEM, OR TREAT ANY TREE OR
SHRUB HAVING ALL OR ANY PORTION OF ITS TRUNK IN OR UPON ANY PUBLIC PROPERTY WITHOUT OBTAINING A WRITTEN
PERMIT FROM THE CITY ARBORIST OR HIS STAFF.
MCI
V1
PROJECT N0. IBC-O8O3D
FILENAME: IBC 08030_ D A
OEBIGNED BY: SMM
aRAwN HY: SMM RMR
SCALE: 1 "-80'
DATE: 6-15-2009
SHEET NO. C-10
MmeADAMS

it I WATER SYSTEM APPROVED NOTE:
PER DENR PERMIT #XX-XXXXX ALL CONSTRUCTION OF SEWER LINES AND CONNECTIONS
O ~ ~ t~ I ~ , WITHIN EXISTING PUBLIC EASEMENTS TO BE PERFORMED
''t SEE SHEET D-6 FOR AlL BY CHARLOTTE- MECKLENBURG UTILITES (CMUD). J UTILITY DETAILS. QQ~
~ ~ ~ ~
_ _ _ p.~- ~ NOTE: CONTRACTOR TO COORDINATE ~
CONSTRUCTION WITH ALL APPROPRIATE UTILITY ~ O COMPANIES FOR ALL REQUIRED RELOCATIONS ~ ~
O, _ ROPERTY LINE (TYP.) f~ - • Uj
1 ~ tom. ~ - „ I ALL SANITARY SEWER SERVICE ~ ~ ~ ~ ~
~8, - - ~ C{IY OF CHARLOTTE LATERALS SHALL BE 6" PVC - ~ p ~ ~
P - - 1 ~ t- ~ ~ _ _ ~~-'-t 1-~ _ t~UTURE WEST BOULEVA(2D UNLESS OTHERWISE NOTED. o ~
i 250' PUBLIC RIGHT OF 'AY ~ ~ ,Z ~
r, ~ ~ ~ I /r ~ M FBI _ ~ ~ w z
_ "-~l ~ ~ it { ~ M ~ ~ F-I ~ W 1~~1 1~
_ ~ ~ ~ ~ ~ 1 r i 1 ~ f
l~ °'i. ~ ~ ~ ~ FIRE TRUNK TURNAROUND ~ ~~n~~ ~ , ~
1) ~ CAPABLE OF SUPPORTING ' ` ~ ~ tt {7-
1( ~ ~ ' ~ i ; 80,000 LB LOAD. , ~ (1 j ~ l1 ~ ~ - ~ W a ~
~ it ~ r1~` ~ + r ~ Fi ~4~ -
i~ ; i ' I f ~ ~ ~ - - _ - ~ o ~ W ~ w ~ ~ I
>9 ~ ~ ! ~ 1 ~ I , Ili j . I \ i`~ 1~ r' - ~ _ ~ ~ ~ ~i h ~ _ ~ ~~~,_~.w.~ ~ Z U ~ ~
lF l ~ I F a ~ / I II ~ I ~ FIRE TRUNK TURNAROUND ~ ~
~ ~ ,I ~ , 1 ' i ~ CAPABLE OF SUPPORTING ~ ~~~~Y, ~ Z.J` 0 ~ d'
i 1 % ~ i ; ~ i ~ 80,000 LB LOAD. , ? ' - _ Z ~ x o
~ t (~i ~ I! i ? ~ _ ~ ~ ~
~ ~ II r ~ li I l 7 ~ ~ ~1 ~ f? ~ rI ~ ~ ~~~unuuO~ i
1 :I f ~ ~ CAR
~ ; I FOR IRRIGATION SERVICE: 1.5" REDUCED ~ s` C , , I ~:~F ;
PRESSURE PRINCIPLE BACKFLOW PREVENTION ~ ~l ' 1 ! ~ li ~I, ~ I 1
ASSEMBLY INSTALLED ABOVE-GROUND IN ~ II ~ r ;i ~ I INSULATED ENCLOSURE PER CMUD REQUIREMENTS. ~ /I ~ ~ ; ~ i~~ f 475
~r ENCLOSURE TO INCLUDE DRAIN PORTS FOR I ~ I ~ 1 l .cA rte; ' '
DISCHARGE WATER PER CMUD RE UIREMENTS. ~ BU LDING B 1 I 1 , Q ~ 1, ~ +r I
SEE CMUD DETAIL SHEET C-6 FFE 714 i f- i 1.5 IRRIGATION METER ~ I/,r'
~ ~ (124,740 SF) ~ ,I , AND VAULT BY CMU ~ I r
'j I BUILC 2"x1.5" REDUCER ll~ ' w BUILDING C ~
I ~ FFE l r'r J / ~ i fi I FFE 700.5 ~ I i ~ x ~
ll, ~ ' l; (124, ~ ~ ~ 40' LANDSCAPING ; ~ " I ~ I i I (124,740 SF) ~ i'
SETBACK ' ; ~ I a„'I i I BUILDING D 3 w
y( / / Ili m I f t~ IIF ~ r ) fl. 1 / I = kt i I~ ~ ~ ~ ii FFE 698.5 ~ w
i ~ 20' SETBACK I „I n I
„ „ ~ f I ! i' i (I I !i 12 X 6 REDUCER / ~ ~ /l; I Ji I~ ; (124,740 SF) Z r { i i ~ w
~1 , ~I , I/~ ' ~ '
( !I I / ~ , ~ 1 i f ~ f({ ~ I ;I pp J Z
1 ! & ( ~ TO 1" DETECTOR METER VAULT ~ /r'// ~ ~ f ) u I / ~ W ; i ~z f ~ Iy//J('{0 ~ ~ W V//~ ~I I
12" FIRE LINE WATER METER BY CMUD ~ ~ ~ FOR DOMESTIC SERVICE: ,6 REDUCED; PRESSURE PRINCIPLE BACKFLO /I PREVENTION ASSEMBLY INrSTALLED A~DI~E ;GROUND IN INSULATED ENCLOSURE 1 i' I
/ / I fl PROPOSED PER CMUD REQUIREMENTS. ENCLOSI~~E TO INCLUDE DRAIN PORTS FOR ~ ~ {'t ~I f 3 O ~ N
~ ~ W UI~EMENTS. SEE CMUD DETAIL SHEET C-6 ~ ~ STORM DRAIN / DISCHARGE ATER PER ;CMUD REQ ~ j ~ ~ ~ I , a~ ~ i r7 (TYPI) ~ ~ u. H O
~ 4'X6' METER VAULT ~ ~ ~ ' I f, ~ r 1~ ll ~ i. 6" WATER METER BY CP~UD ~ f~ 'I i O
- ~ ~ LIMP ROOM ~ 1 I ~ $ ~ ~ ~ I p ~ I ~10' SETBACK
' r. 6" PVC LINE TO 4 I FOR FIRE SERVICE: 12" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ~ ' 12 PVCyFIRE LINE ~ ~ i 1, ~ ~ - ( PRIVATE FIRE HYDRANT ~ 2" X 8" TEE
ASSEMBLY INSTALLED ABOVE-GROUND IN INSULATED HEATED ENCLOSURE PER ~ ; ~ , „ CMUD AND CHARLOTTE FIRE DEPARTMENT REQUIREMENTS. ENCLOSURE TO ( / ~I ~I ~ RIM=713.5 ; ~r PRIVATE FIRE ~ ~ 2.5 DOM./8 FIRE ~ ~ {I, 5" DOM.~B" FIRE STUBOUTS ? i t. ~ ~ ~
INCLUDE DRAIN PORTS FOR DISCHARGE WATER PER CMUD REQUIREMENTS. / ` I~ ~<< ~ _ HYDRANT ASSMEBLY; (TYP.) i~ j a COORDINATE WITH INV.IN -702.5 ~ )ORDINATE WITH ARCH. ( I r I ~ o
W 0TH S&Y VA V ~/I ~ ~„~y, 6 PVC ~ ~ _ ll .PLANS FOR LOCI TAMPER S ITCHES REQUIRED ON 8 0 L ES PER CHARLOTTE FIRE 1, r ~ ~ DOMESTIC LINE xti ~ ° PVC LINE TO ,I I _ 11 ~ _ DEPARTMENT REQUIREMENTS SEE CMUD DETAIL SHEET C 6 ~ ~ ; 1 V ;r I _ANS FOR LOCATION ~ f i' I I ~
Ef/ I ~ 1` PRI ATE EIRE. HYDR. NT I i 6" X 2.5" TEE X 2.5" TEE t ~ ~
FUTURE 12" MJ VALVE BY CMU - ~ ~ ~ ° ~ 75 LF 6° Dom` ' . ~ _ 6" X 2.5" REDUC , _ PER CMU JOB 539-04-125 / i/ ~ 1'0% - ~ " X 2.5" REDUCER 8" PVC FIRS I INE ~ ~ ! ~ ~ A „ ~ a PRIVATE FIRE ~ ~ ~ ~ ~
# ~ _ _ ~ „ ~ ~ 12 X 8 TEE ? X 8' TEE ~ ~ ~ _ ~ : X 8° REDUCER ~ HYDRANT ASSMEBLY (TYP.) ~ I ~ O Z >v 2.5" PVC r ROPERTY LINE TYP. 6' PVC LINE TO ~ ( ) a ~ ~
I ~ ~ 6" CLEAN-OUT ;i ~ , 12 X 8° REDUCE 4' FDC TO CONNECT TO / ~ ~ RIM,=700.0 DOMESTIC~LINE' ~ PRIVATE FIRE HYDRANT ~ I ~ ~ ~ ~ _...~,,~~.~.~.~.,_e.~~,,~..,~~INV I~N =689.0 I
FIRELINE ON DISCHARGE ~ RIM=711.5f ; Is I SIDE OF PUMP ~ 1 -INV.IN =701.7 ~,~;~v ~ { _ I 8° PVC FIRE' LINE ? ~ Q w ~
j ~ ~ _ ~ 12 PVC FIRE LINE NE ~ ~ ~ _ RIM=698.0 ~ I INV.IN =687.0 ! ~!!!I ~ ~
! ~ " - ~~46 LF ®L5% ~ ~ , ~ "PVC LINE TO EX. FIRE HYDRANT PER ~ _ - ~ _ ' - _ _ - ~ PRIVATE FIRE HYDRANT 50 L CMU JOB#539-04-125 r / APPROX. LOCATION 4" PVC VAULT ' - - ~ ~ ~ „ RANT i I ° ~fJ ~ ~
7 ~ ~ / DRAIN LINE TO EXISTING GRADE MIN. \ _ ~ _ RIM 6. { RIM=696.5 I ti ~ ~ I , Q O
EX. CMU 48" WATER MAIN i ~ I l 1% SLOPE ON LINE. 5' SETBACK _ ~ , ~ ~ ~ ' _ INV^IN INV.IN =688.0-- ---~~i ~ ~ ~53 LF ®2.0% ~ U Z
PER CMU JOB#539-04-125 r, i'~ , ~ ~ DRAIN LINE INV. OUT = 721J1 (MIN.) GROUND 708.OOt - _ , _ - _ E ~ _ _ _ ~ l ~ INV.IN -701.0 - ~ _ _ _ _ 58 Lam- R'4=+;35.5. ~
65 LF EX. 48 STEEL WATER MAIN ' " ` " 65 LF ®2.0~ w 2.0~ INV IN =685.9 I Q ~ ~
BY CMU PER CMU ~ i ~ ! ; ~ ~ ~ 4" SINGLE CHECK VALVE ASSEMBLY 15' PERMANENT R WSEWER - _ - _ . / ~ 6 CLEAN-OUT PRIVATE FIRE ~
JOB#539-04-125 ~ j~ ~ ~ INSTALLED IN BELOW GROUND VAULT PER EASEMENT PER CMU JOB#100-09-512 _ ' ~ 36 LF l~ U _ / I ~ CMUD REQUIREMENTS. CONNECT DRAIN I 36 LF ®28.3 RIM=;68.00 61 LF TYP.) HYDRANT ASSMEBLY (TYP) ~ ~ PROPOSED
j`~/ ~ LINE TO FIRE LINE VAULT DRAIN LINE 8" PUBLIC SAN. SEWER OUTFACE INSTALLED INV.IN X686.7 ®27'7 RIM=691.0 STORM DRAIN CITY OF CHARLOTTE W ~ _ _ .,l INV.IN =684.7 ~ DB 3711 PG 464 Z
~ ~ ~ BY DEVELOPER PER APPROVED CMU JOB Q~ # - ~ 100-09-512. DEVELOPER TO CONNECT 6" GROUND=695.5f (TYP.) ~ PIN 141041C2 =695.5} ~ _ _ ~ ~ GROUND=683.Ot ~ ~
~J ' J ~ V = / / ~ ~ Q . ~ I SERVICE LATERAL TO MAIN TRUNK IN .IN 676.5 / X76.5 ~ _ INV.IN =667.0 _ I O u
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t ~ , O ~ CITY OF CHARLOTTE ~ ~ i l ~ ~ , 1 i 1 ~0 ~ DB 14351 PG 321 /
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UTILITY NOTES:
1. ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF 3'-0" IN NON-TRAFFIC AREAS AND 4'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE. ~ ~ \ l ~ \
2. ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH OF 3'-0" IN NON-TRAFFIC AREAS AND 5'-O" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. 3. CABLE TV, POWER, GAS, AND TELEPHONE SERVICE ROUTING IS NOT A PART OF THIS PLAN. ^ \ ~ \ ~ ~ ~ ~1 ~ a
4. EXISTING MANHOLES SHOULD BE FIELD VERIFIED FOR RIMS AND INVERTS. 5. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE, ENERGY CONSERVATION, HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL ~
CODES AND NATIONAL FIRE PROTECTION ASSOCIATION CODES AND AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION. _ f ~ ~ ~ a-iii
6. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. 7. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS ANO BUILDING DIMENSIONS. ~ ~
8. CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF SYSTEMS BY OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS BEEN INSTALLED UNDER THIS CONTRACT. 9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS/METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
10. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (05HA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH. A
11. EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 12. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL WAIVE
ANY CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT. 13. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT
WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 14. ONLY SEWAGE NOT CONTAINING GREASE IS ALLOWED TO BYPASS THE GREASE TRAP.
15. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE OR SCHEMAl1C. THE LOCATIONS ARE BASED ON ACTUAL FIELD SURVEYS AND THE BEST AVAILABLE RECORDS, CONTRACTOR SHALL FIELD VERIFY
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND UNDERGROUND STRUCTURES AND VERIFY REQUIRED COVER AND CLEARANCES PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE ENGINEER. 16. ALL SANITARY SEWER SERVICES AND STORM DRAIN PIPING 8" IN DIAMETER OR SMALLER SHALL BE SCH. 40 PVC WITH ADHESIVE "WELDED" JOINTS, UNLESS SPECIFIED OTHERWISE. MINIMUM SLOPES ON SANITARY SEWER 0
SERVICES: 4" - 1/4°/FT, 6" - 1/6°/FT. CHARLOTTE-MECKLENBURG UTILITIES NOTES: U
17. BELOW GRADE WATER SERVICE PIPING SHALL BE TYPE "K" HARD DRAWN COPPER TUBING WITH SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL NOT BE USED FOR ANY PURPOSE ON THIS PROJECT, WHERE PIPING IS REQUIRED TO RUN BELOW BUILDING SLAB, IT SHALL BE INSTALLED WITHOUT JOINTS BELOW SLAB.
18. WATER PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS PRIOR TO BEGINNING WATER PIPE INSTALLATION. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPARTMENT C 19. WASTE PIPING SHALL BE CONNECTED TO BUILDING SLABS, vERIFY LocATioNS AND INVERTS PRIOR TO BEGINNwc ANY wnsTE PIPE INSrnuATloN. WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND IT'S CMU DEPARTMENT CONNECTION POINTS, OR OTHER ~ AND IT'S CMU-REQUIRED BACKFLOW PREVENTER.
20. CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE-CALL CENTER AT 1-800-632-4949, AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL uTIUTIES THAT PROVIDE THEIR owN LOCATOR SERVICES INDEPENDENTLY. EACH CMU-REQUIRED BPA IS REQUIRED TO BE TESTED BY ACMU-APPROVED CERTIFIED TESTER PRIOR TO PL
21. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE N1TH THE CITY OF CHARLOTTE PUBLIC UTILITIES AND CROSS CONNECTION CONTROL REGULATIONS AND STANDARDS. ER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE,
22. SITE UTILITY CONTRACTOR TO PROVIDE WATER, SANITARY SEWER, AND ROOF DRAIN LEADERS TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS.
23. SANITARY SEWER SERVICES SHALL BE PVC SCHEDULE 40, UNLESS SPECIFIED OTHERWISE. CLEANOUTS SHALL BE PLACED NO MORE THAN 75 FEET APART. CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC RATED coNSTRUCT1oN. BACKFLOW PREVENTER SPECIFICATIONS
24. CONNECTION OF SANITARY SEWER SERVICE TO AN EXISTING MANHOLE SHALL COMPLY WITH THE CITY OF CHARLOTTE STANDARDS, INCLUDING: CORE DRILL FOR OPENING INTO MANHOLE AND INSTALL WITH FLEXIBLE BOOT. IF PAVEMENT CUT IS REQUIRED, CONTRACTOR SHALL PATCH PAVEMENT WITH A SECTION TO MATCH EXISTING PAVEMENT: 3" I-2, 8" ABC OR BETTER. ANY SUBSTITUTED MODEL MUST APPEAR ON THE MOST CURRENT LIST OF APPROVED
25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY. UTILITY LEGEND
26. RELATION OF WATER MAINS To SEWERS: DEVICES PUBLISHED BY CMUD, AND MUST ALSO BEAR THE APPROVAL SEAL OF THE A. LATERAL sEPARATION of sEwERS AND WATER MAINS: AMERICAN SOCIETY OF SANITARY ENGINEERING AND/OR APPROVAL BY THE UNIVERSITY OF H
WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE: SOUTHERN CALIFORNIA INSTITUTE FOR CROSS CONNECTION RESEARCH 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER, OR FIRE HYDRANT ASSEMBLY WATERLINE
2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER LINE WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE THE TOP OF THE SEWER.
B, CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 24 INCHES ABOVE THE FIRE DEPARTMENT CONNECTION (FDC) WATER SERVICE LINE PROJECT N0. BC-0803O
TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 24 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 1D FEET ON EACH SIDE OF THE POINT OF CROSSING. NOTE: ® BUILDING WATER CUTOFF VALVE SANITARY SEWER FILENAME: IBCO8O3O-U1
C,. CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO ALL INSTALLED UNDERGROUND WATER AND SEWER SERVICE LINE nESicNE~ Br: SMM
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. SEWER PIPING SHALL BE INSPECTED AND N WATER VALVE
D. CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN: ~ - - - - - EASEMENT LINE ~~"W" BY. SMM RMR
WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A STORM DRAIN PIPE, THE SEWER LINES SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE NEAREST TO THE OUTSIDE OF APPROVED BY THE BUILDING OFFICIAL PRIOR TO 14 ncuwC_F
THE STORM DRAIN PIPE SHALL MAINTAIN A 12 INCH CLEAR SEPARATION DISTANCE, OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET ON EITHER SIDE OF THE CROSSING. 27. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE UTILITY OWNERS. THE BACKFILLING OF PIPE TRENCHES, SEWER FLOW SCALE: 1 =80~ PLUG
28. IT IS THE OF THE GENERAL TO AND OF ALL EXISTING AND PROPOSED IN THE FIELD POR TO BREAKING. 29. UNDERGROUND CONDUITS TO SIGNS, LOT LGHTS,TETCTOSHALLL BERIPLAC D IIN`GRASSIOR LANDSCAPE AIREAS WHENEVER POSSIBLE. THE LLOCATIONLIOF THE CONDUIT AS SHOWN ONOT ESE PLANS SHALL BE CONSIDERED TO BE THE SITE UTILITIES CONTRACTOR MUST SCHEDULE DIRECTION ARROW DATE: 6-15-2009 o-?1- BLOW-OFF ASSEMBLY
SCHEMATIC WITH ACTUAL LOCATION TO BE VERIFIED BY THE GENERAL CONTRACTOR. PVC SCH. 40 SLEEVES SHALL BE INSTALLED FOR ALL CONDUIT CROSSING UNDER PAVED AREAS. INSPECTIONS WITH THE MECKLENBURG COUNTY 30. SEE ELECTRICAL SHEETS FOR SIZE OF CONDUIT AND WIRE ON ALL ELECTRICAL SERVICE. ® GRAPHIC SCALE SHEET N0.
31. NEW LOT LIGHT FOUNDATION BASES, CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. POLES, FIXTURES, ANCHOR BOLTS AND HARDWARE SUPPLIED BY OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. PLUMBING INSPECTOR BY CALLING SANITARY SEWER MANHOLE CJ - 1 1 80 o 40 80 160
32. ALL NEW LOT LIGHTS AND THE MAIN IDENTIFICATION SIGN SHALL HAVE A MINIMUM 10 FEET CLEARANCE FROM ALL OVERHEAD UTILITIES. 31 REFER TO DETAIL SHEET FOR TRENCH DETAIL. 704-336-8000. • SEWER CLEAN-OUT
34. TRANSFORMER BY ELECTRIC COMPANY, GENERAL CONTRACTOR TO PROVIDE PAD. REFER TO ELECTRIC COMPANY SPECIFICATIONS FOR PAD CONSTRUCTION. 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF ALL EXISTING UTILITIES, COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY OR COMPANY. 1 inch = 80 ft. kilMeADAMS

i'Il
TREE PLANTING SUMMARY ' ~
20' LANDSCAPE SETBACK: ~ 1~ / .1-- - - -
20' LANDSCAPE SETBACK FRONTAGE 700' I~ i ; ' LARGE MATURING TREES REQUIRED (1 PER 5D LF) 14 (2" CALIPER) I, I ! ~I -
'Q ; ~ / ~ ~ MALL MATURING TREES REQUIRED i PER 50 LF 14 2" CALIPER S ( ) ( ) CITY OF CHARLOTTE
- " H IGHT ~ ~ ~ r'" CITY OF SHRUBS REQUIRED (1 SHRUB PER 5 LF) 700' / 5 LF - 140 (MIN, 30 E ) , , ~pj i ~ ~ - -''"P FUTURE WE FUTURE WEST BOULEVARD ~ ~
TREES/SHURBS PROVIDED: 14, LARGE MATURING (2" CALIPER) I ~ X, 250 PUBLIC , 250' PUBLIC RIGHT OF WAY CITY OF CHARLOTTE ~ I ~ ~
14, SMALL MATURING (2" CALIPER) ! SETBACK 140 SHURBS I~ O D, B. 5589, PG 108 N it ~ ~ 1 ~ ~ ~ PIN 14104104 J
25' CMU EASEMENT ' ~ PROPERTY Fem. ~ ~ ~
40' LANDSCAPE SETBACK'. 1~ °p0i~ - ~ -°`~oo ~ LINE TYP. 40' LANDSCAPE SETBACK FRONTAGE 750' / ~ ~ ( ) O ~
LARGE MATURING TREES REQUIRED (2 PER 50 LF) 3D (2" CALIPER) ~ ~ ~a ~ U
SMALL MATURING TREES REQUIRED (2 PER 50 LF) 30 (2" CALIPER) I J ® ~ ~o~ =rn 7- CITY OF CHARLOTTE ~ Z ~
IRED 2 SHRUB PER 5 LF 750' S LF = 300 MIN. 30 HEIGHT ~ ~ ~~Z® ~ SHRUBS REQU ( ) / ( ) -400 ~ . , _ _ ~4 ~ ~'`(1~ i Z ~ _ _ ~ "'----_~'~q~ ~ D.B. 3576, PG 62 ~ H 7 z
30 LARGE MATURING 2" CALIPER ~ / ro. _ 20' LANDSCAPE TREES/SHURBS PROVIDED: ( ) ! ~ - PIN 14104103 ~ 1~ U1 O x ~ --___:L - _ - 'SETBACK h-ti ~ r! ~ ~ O
30, SMALL MATURING (2 CALIPER) A 300 SHURBS ~ ~ • - ~ ! ~ ~~---_P~~ 25' CMU EASEMENT ! ~ W O ~
a ~ ° ~ 1 REZONING 2001-042 f -~,I i SCREENING SHRUBS - ~ z Q x ~ z
INTERNAL PLANTING REQUIREMENT; I = ? ~ O.C. (TYP.) TOTAL IMPERVIOUS AREAS 910,404 SQ FT I ( :i- ? ~ _
INTERNAL TREE REQUIREMENT 91 ! ~ ~ 1_ ' ~ ~ - 3 ~ _ _ _ . i _ _ w a ~o n
(1/10,000 SF IMPERVIOUS AREA) j • ~ ~ INTERNAL TREES PROVIDED 94, LARGE MATURING (2" CALIPER) O rz . ~ 1 ~ ~ ~ ~
l~ ~ ~ _ ; : _ ~ - , f r SCREENING SHRUBS ~ ~ ~ ~ E" ~
d , I,~~,,~ ! ~ I moo ~ i °0p~oo~~ x ~ 5' O.C. (TYP.) ~ ~J_`____ Z ~O , ~ ~ ~_~..a,...-.m.~
PARKING SCREENING SHRUBS REQUIREMENT: % ~ ~ ; ~ , _i r 1 TOTAL SHRUBS REQUIRED FOR SCREENING 222 EVERGREEN SHRUBS (MIN, 30" HEIGHT ~5' O.C.) E ! ,l ~ _ I ~ a„~~ . a I ~ 1 'i fY' ~
OF PARKING AREAS; / _ ? ~ - _ ; ' - ~ ~ z OHO
1 _ I r r W Cfl U ~
~ TOTAL NEW TREES PROVIDED 182 (I ~ - ; ~ - r 5 XIST. 2 " MAPL - - = = - F ! ` ® ~ t ' - - 1111 I1
i ~ TREE TO ; ~ - TOTAL NEW SHRUBS PROVIDED 642 ! I~, r ~ ~ I
SAVED (TYP. _ ~ - _ I 1 ~ , ~ 1 - AR E MATURING )RING ~ ~ .
i - - I D IDUOUS~TREE FOR i TREE FOR ~ I - I ~ 0 ~ ~ _
r--~:~ ! ~ r / ~ i.__.. ~ LICK PAE~KING (TYP.) _ _ r 1 ~ ~ a / _ - LING (TYP.) _ - ~ ~ ~y ~
j ~ XIST. 9' HARDW00 ;''e- - I I _ - ~
. ~ ~ ~ TREE TO BE ~ ' - i~ / j L. I ~ ' ii
I I SAVED (YP.} i _ _ _ _ j l i ~ Q _ ~ ~ ~ ~i
L ~ ~ XIST. 14" HA WOOD; _ ~ - I _ E
~ I -w ~ ~ _ _ TREE TO BE ~ 5 - ~ NSTALL TWO BOLLA S
SAVED TYP. _ ¢ ¢ ~ ' ` / ~ ~ ~ ( -a „ e ~ _ j , s~ ~ ~ - t` i PER DETAIL ON SH T - ~ - ~ i DT-1 TO PROTECT EES
i ~ 20 SETBACK - w - •I ®I -ti - f ~ I FROM TRAILERS CKING
SEE SHEET C-2 FOR ! , ~ . - j a _ ® _ ` ~w 1 REZONING REQUIREMENTS FOR i / D' LAN CAPE ~ ! ~ " -~"-----_n¢. UP
LANDSCAPE BUFFERS / ~ ~ ~ w w I _ 5 >
SETBACK PER - - _ _ REZONIN 2001-04 ' ; - __.._._.~r - _ - ~ it ~ - ~ I . ~ z z
i ~ ~ : i - -
• - ! ~I_ 1 ` , f ~ ~ t _ _ p ` i ~U U- ...__U W _ ~ ~ ~ ~ 2 Z
' / t ~ SCREENING SHRU ~ ~ ,I ~ ~ - E~ f - _ _ s ~ a a_ _Q ~ : ~ i _ ~ ~
/ ' ~ 5' O.C. (TYP.) I WITHIN 15' OF LIGHT ! ! ~ ` ~ ~ ~ NO TREES PLANTED ~ - ~ ~ ~ NSTALL TWO B LLARDS w w ~ ~ ~ ~ PER DETAIL ON HEET ~ ~
( 4' PLANTING STRIP - ~ ~ _ _ ( POLES. NO LIGHT POLES IN TREE 5 SIDEWALK ~ I _
_ ; - I ISLANDS. f EXIST. TREE TO BE - P i ~ ! - t - - _ - _ ~ ' ~ F ~ 1 DFROM TRAILERSE B CK NGS Z o ° _ - ~ ~ - UP I
REMOVED (TYP.) ® ` _ 1 - } _ . _ - ~ ~ e} -________.-.i7 . ~ p
% 35'x35' CDOT _ - W ; ' . _ CONTACT LEWIS HATFIELD ITH ! ~ 'x7o' NcooT ~ ~ ~ ~ _ _ ` t ~ I -
LANDSCAPE MANAGEMENT FOR REMOVAL ~ sICHT TRIANGL _ I . _ _ _ 1 i i l ~ ° o ~ N ARGE MATURIN ~ Q a
® - ~ ! - - I OF RIGHT OF WAY TREES AT _ ~ ~ ,v l~ • _ ~ _ ~ _ . _ r a ~ ~ - - ~ C ~ - _ ''I I DECIDUOUS THE FOR
704-336-4265 ! ~ ~ ~ z~ ' RIVEWA ~ ~ ~ _ ~ ~ ~ ~ TRUCK PARKIN (TYP.) _ ~ ~1
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~ r t ~ ~ w... ' I ~ / ~ I - ~ w - - - ~ ~PROPE ~ _ ~ ~ ~ LI TYP.)
1 1 ~ 4 _ . ~ ~ _ I~ h ~ ~ - _ . ~ _ „ _ _ ~ ~i "w r m~ ,i 1 w ~ _ ' _ N
~ ~ T TO E ~ ~ " ~ , { EXIST REE ~ ~ - ~ ~ ~ 1 0' SETBACK ~ ~ I ~O
,r' - ~ REMOVED TYP. l~' ) f - _ _ O
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I / CITY OF CHARLOTTE ~ ~ _ _ ~.m:
~ ; i~ DB 14351 PG 321 i 'SETBACK _ - l~1
~ PIN 14104108 _ _ U ~ 15 PERMANENT R/W PROPERTY - ~ - - ~ - -
J J~ ~ ~ SEWER EASEMENT _ - ~ LINE (TYP.) ~ ~ i i - - l i
r ~ ~ ~ _ -
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~ l l ! ~ CITY OF CHARLOTTE / _ ~ ' ~ ~ ~ \ I 1 CITY OF CHARLOTTE ICI
` ~ ~ ~ D.B. 13481, PG 203 1 / / ~ I CO ~ PIN 14104107 ~ - ~ ~ \ \ 1 D.B. 3711, PG. 464 ~i -_:7-- ! - - \ PIN 14104102
i , / 1
~ ~ ~ ~ DAVIDLAND LLC ~ J i~ , - ~ W ~ ~
/ ` ~ ~ P 7 ~ D,B. 22399, G 62 r, Q ! WATER QUALITY/ ' \ \
r ~ PIN 14104122 I i I ~ _ I DETENTION POND \ \ ~
1 ~ I SEE SHEET SW-LS I i \ \ ~ ~ ~ FOR PLANTING \
~ ~ CITY OF CHARLOTTE t \ I DETAIL p,g, 13481, PG 203 \ \
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TREE PROTECTION NOTES ~ ~ ~ \ J' ~ ~ \ \ \ I O
1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING, OR OTHER
LANO DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. ~ ~
2. TREE BARRICADES MUST BE INSTALLED BEFORE ANY CLEARING, GRADING, DEMOLITION, OR CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION BY THE URBAN FORESTER. ~ \ V
3. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS PER CMLDS 40.02 (SEE r 1 \ ~ \ \ ~ z
DETAIL BELOW).
4. BEFORE GRADING, CLEARING, OR CONSTRUCTION BEGIN, CALL THE URBAN FORESTER AT 704-336-4330 FOR INSPECTION OF TREE PROTECTION BARRICADES. ~ l ~ v~~~ ~ Z
5. NO GRUBBING WITHIN THE TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED, SUPPLEMENT r ~ M~1 U
WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS.
6. BRUSH, VINES, AND SMALL TREES (LESS THAN 8" DIAMETER, OR AS SMALL AS 2" CALIPER) MAY BE HAND-CLEARED ONLY, CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP 6 FEET A
(LEAVING AT LEAST 2/3 OF THE BRANCHES) TO IMPROVE VISIBILITY. SITE LEGEND
7. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL IMMEDIATELY TO MINIMIZE EXPOSURE TO THE AIR.
8. TREE PROTECTION FENCE IS TO BE LOCATED ONE FOOT PER INCH OF TREE DIAMETER AWAY FROM THE TREE IN ~ SIGNAGE
THE SETBACK OR RIGHT-OF-WAY. POWER POLE t"~
9. VIOLATONS OF TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES AND/OR IMMEDIATE CORRECTIVE ACTION/MITIGATION.
10. NO LIGHT POLES ALLOWED IN TREE ISLANDS. TRAFFIC DIRECTIONAL ARROW
TREE PLANTING NOTES: NOTE; ~ ACCESSIBLE PARKING STALL
MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM TREES) FOR PERIMETER BUFFERS, AND SEE DETAIL SHEET D-1 FOR TREE PLANTING AND TREE ~ ACCESSIBLE RAMPS
3-INCH CALIPER FOR STREET TREES AND INTERNAL PLANTING TREES. ALL MULTI-STEM PLANTS MUST BE TREE FORM, PROTECTION DETAILS.
MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL. SITE BOUNDARY LINE
ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM THE ROOT BALL PRIOR TO - RIGHT-OF-WAY LINE Ff~^
BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
EW PLANTING AREAS REMOVE ALL PAVEMENT GRAVEL SUB-BASE, AND CONSTRUCTION DEBRIS. REMOVE TREE PLANTING SCHEDULE FOR N - - - - ADJOINING PROPERTY LINE V )
COMPACTED SOIL AND ADD 18" NEW TOPSOIL, OR TILL AND AMEND THE TOP 18" OF EXISTING SOIL TO MEET SYMBOL QUANTITY BOTANICAL NAME COMMON NAME HEIGHT HEIGHT CALIPER ROOT ZONE PROTECTION RADIUS - - - EASEMENT LINE ~ ~ PROJECT No. IBC-08030
TOPSOIL/PLANTING MIX STANDARDS FOR TREE (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FT. PER TREE). 138 ACER RUBRUM AND/OR RED MAPLE 8_10' QUERCUS PHELLOS AND/OR WILLOW OAK ' ~ TREE TRUNK CENTERLINE )W OAK 8-10 20 ~ FILENAME: IBC08030-LS1
LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. ROOT ZONE PROTECTION RADIUS IS 1' FOR EVERY DESIGNED RY: SMM
IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL THE URBAN FORESTER TO RESOLVE BEFORE PLANTING. 14 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 8-10' ~GNOLIA 8-10 2.0' ~ ~ INCH OF TREE TRUNK DIAMETER, AS SHOWN ON PAINT STRIPING
THE PLAN, MEASURED 4.5' ABOVE GROUND. DRnwN Dr: SMM RMR )GWOOD 8-10' 2.0" ~ ~ TREE. PROTECTION FENCING TO BE INSTALLED AT
_ _ ~ 30 CORNUS FLORIDA FLOWERING DOGWOOD 8-10'
ADJUST TREE-PLANTING LOCATIONS TO AVOID UNDEKGKOUND U IILI IIES. PLAN 115 VKUM ALL UNUtKUNUUNU U IILI IItb I-V LIMITS OF ROOT LONE WHLF<E KLUUIKLU. rDA : 1~~-80~
(SEWER AND STORM DRAINAGE, GAS, WATER, PHONE, AND ELECTRICAL LINES). 642 SHRUBS FROM APPROVED LIST EVERGREEN* TREE PROTECTION FENCING CONSISTS OF EITHER X-X-X-X- FENCE TREE PROTECTION FENCE OR SILT FENCING WITH =6-15-2009
ATTENTION LANDSCAPER: NOTIFY URBAN FORESTER OF ANY SIGN, POWER LINE, OR OTHER CONFLICTS BEFORE SEE ZONING APPENDIX A (NON-DWARF VARIETIES OR ORANGE TREE SAVE BACKING.
PLANTING TREES. SPECIES
PLEASE CALL THE URBAN FORESTER AT 704-353-0519 FOR AN INSPECTION OF TREE PROTECTION AND/OR TREE *SHRUBS SHALL BE A MINIMUM 30" IN HEIGHT WITH A 2' SPREAD. ROOT ZONE PROTECTION DETAIL GRAPHIC SCALE No. G-12 80 0 40 80 160
PLANTING AREA 1 TO 2 DAYS BEFORE THE TEMPORARY OR FINAL CERTIFICATE OF OCCUPANCY IS NEEDED. N TS x 1 inch = 80 ft. ' JiMcADAMS
- - -
- -

i ~ I i I ~ ~ i ~
I I i
i I i I
I i I
7 5 0 ~ _ ~ ~ I i 750
i I I I I soo' > >
~ ~ 600'
~ I ~ L
I
I
740 - - 740
I LINE OF SIGHT (TRUCKS)
I ~ LINE OF SIGH (TRUCKS) I 4
I ~ (
- - - - ! - - - ~ 5
4.0' i ~ ~
4.' LINE OF SIGHT (CARS)
7 3 0 _ _ I _ _ _ 1 ~ I ~ _ , 730
3.5' LINE OF SI HT (CARS)
_ I !
- 3.5'
_ _ -
EXI~TING GROUND ONG -PkIt~4E-OF-L-IN
SIG T
STA: 1 +13
NEW D IVEWAY GRADE ~ / PROPO ED ELEVATION i
725.5 i
GROUND ALONG _ ~ --I 720
72~ ~ ~ CENTERLNE OF LINE OF ~ SIGHT
I I
I (
I
i
I
I I
710 710
O ~ d' O ~ O N ~ ~ M N N N ~ N N N N N o o n m o n ~
N n n n O O N N N N N N N N N N N N N N N N N N N N N N n n n n n n n n n n n n n n n n n n (0 N ~ ~ O O ~ N N M M N N N N M Nl M ~ M M 'M M n n n n n n n n n n n n
+~0 1 2+00 1 3+~~ 1~+00 ~ 5+00 1 6+®® 1 7+~0
GENERAL NOTES: SEE CROSS-SECTION SHEETS XC-1 THRU
1. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST XC-7 FOR CROSS-SECTION DETAILS
AVAILABLE RECORD DRAWINGS, THE CONTRACTOR SHALL VERIFY CONDITIONS
PRIOR TO BEGINNING AND DURING CONSTRUCTION. FUTURE C&G TO BE LOCATED 38' FROM CL TO BOC. SEE CROSS-SECTION SHEETS
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF XC-1 THRU XC-7 FOR FUTURE CURB
EXISTING UTILITIES AS REQUIRED FOR CONSTRUCTION AND THE COORDINATION OF THE RELOCATION WITH THE APPROPRIATE REGULATING AUTHORITIES, DETAIL.
3. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO DIGGING TO VERIFY EXISTING UTILITY 1 ~ q 1 ~
LOCATIONS. ~ o x ~
4. ALL CONSTRUCTION WITHIN NCDOT RIGHT-OF-WAY SHALL BE TO NCDOT ~ , ~ x
STANDARDS AND SPECIFICATIONS. ALL CONSTRUCTION WITHIN THE CDOT RIGHT-OF-WAY ~ -5 _ ~ ~ ~ ~ .,y .
SHALL BE TO CDOT STANDARDS AND SPECIFICATIONS. -
JOHN & JESSIE LONG 5. CONTRACTOR SHALL HAVE COPIES OF ALL NECESSARY NCDOT, CITY OF CHARLOTTE D.B. 14210, PG. 459 , ~ o ~ i ~
AND MECKLENBURG COUNTY PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION, PIN 14126169 #
6. NO SUBSURFACE INVESTIGATION HAS BEEN CONDUCTED FOR THIS PROJECT, }
THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION OF EXISTING ~ EWAY AND TURN LANE APPRQVEQ ~ I ~ ~ E APPRQVEQ ~I _ c""` FlL IL E~ L~N IN ~ i ~
CONDITIONS. N IN HA 1 L N . E~1 LN. ~ ~ ~ /
7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC CONTROL ~ 1 A~E ~1 ~ ~ ~ x ~ /
DEVICES IN ACCORDANCE WITH THE STANDARDS OF NCDOT AND MUTCD AT 4 ALL TIMES, ~ EXISTING DRIVE ~ ~ i ~ ~ ~ /
SIDEWALK EASEMENT ~ (WIDTH VARIES) .NT ~ ~ ' TO BE REMOVED 1 1 ~ ~ ~ / f' \ / f ~ %
8. CONTRACTOR SHALL PLACE TEMPORARY SILT FENCE (NCDOT STD. 1605.01) AT THE TOE OF ALL FILL SLOPES AND INLET SEDIMENT TRAPS (NCDOT STD. 1632.03) CMU WATER TTEW CB 55 PER o ~ ~ ~ ~ DITCH 2 SEE CROSS ~ ~ ~ ~ ~ /~koo /
AT ALL DRAINAGE STRUCTURES IMPACTED BY CONSTRUCTION. LINE EASEMENT T 840!01 DI 56 PER ° SECTIONS FOR DETAILS ~ / i ; ' - PER I;==~.-``--
R/W LINE ; i ~ NCDOT 840.14 i 340.14 , ~ / ~ ~ / / ~ ~ '
~ 61 LF 18" RCP x 1 _ _
_ ----------------@ 1_311%---- 1 F 18"R P _ 60~ - 15_ NEW DI 54 PER NEW DI 53 PER MILL 20' MIN, TO TIE 1.5" OVERLAY BACK INTO NCDOT 840.14 x 2:1 ° 15 RCP=TO B~REM~IED'- - / ~ ~ 'r - - o
EX. STEEL CREEK ROAD PAVEMENT SECTION. - ' ~ PROP. EOP NCDOT 840.14 PROP. EOP - ~ ~G~~koo f
MIN. 1.5° THICKNESS AT ALl POINTS. x-x-x-x-x-x-x----x-x x-x-x-x-x-x- x-x-x-x-x.-x--x-x-x-x-x-x-x x-x-x-x-x w w w--w- ww-w---ww w ww ~ t ww r-6' SHOULDER 15" RCP-TO BE REMOVED ~ ~ / ~
101 LF 15" RCP 0.50% NEW JB 52 PER t i CP NCDOT 840.31 t ~ t 12' o ~ ~
- 10400 0
~ i ~ _ O 5+00 - -4- - ----.1~- ~ - - --I- -I -i-- - _ _ _ _ ~ 13+00 + 15+00 ~14~, 20' MIN. TO TIE 1.5" OVERLAY BACK INTO ~ _ _o_ _ _ _ _ - _ - - EX, SjEEL CREEK ROAD PAVEMENT SECTION.
o _ - - j" r 2- -F ~ ~ - ~ MIN. 1. THICKNESS AT ALL POINTS.
l ~ c0 - - _ - - - O i -12=----- - ~ ~ ~ ~ - ~ ~
~ +p0 % 7- Z Z O ~ I t / 10. n6-.-..~-~-~}~~_====i16 - -'.'---f76 °ff0°_ ---f10 0., -0 -G 0 G., ,r-0. ~ ~ f\~ c~- PROP. EOP ~ °
~ - - - ~ PROP. EOP ~ !60.0' DRIVEWA X2:1 - - 160.0'
r,, 1 ~'w F_OC DW-1 FOC _ _ o P
% J ~ ~ EXIST. 15" SD TO BE / s"J c! REPLACED WITH 24" CP SIDEWALK EASEMENT ~ \ e _K EASEMENT 600' INTERSECTION SIGHT \ \ t\~~ ~
~ LINE OF SIGHT 600' INTERSECTION SIGHT 76 LF 24° RCP ~ ` ~ WIDTH VARIES ~ % DISTANCE I fH VARIES) DISTANCE \ 6j ~ ~
® 0.51 ~ ~ ~ 2koo EASEMENT W I f NE CB 51 PE ~
u NCDOT 840.01 ~ I ACCESSIBLE RAMP ;AMP 48.D5 EX. EOP ~ ~
` 5' SI ~ EWALK I ' PER NCDOT 848.D5 ~ I NEW FES 5D PER ~ DAVIDLAND LLC ` ` \
P ARIES NCDOT 310.02 ~ 4' PL NTING STRIP 4' CONCRETE DAVIDLAP r UBL_IC R W ~ GUTTER D.B. 13481, TYPE III DRI~JEWAY WITH 2.5 , PIN 1411 D.B. 13481, PG. 203 \ PIN 14104107 \ \ ~
~ CONCRETE GUTTER AND CU ~ ` ~
TAPER PER CLDSM 10.28
~ 1 , I ~ 2D PCCO EASEMENT i ~1ENT
l ~ ~ I 1
20:1 CURB AND GUTTER TAPER
(TYP.) Y~'N~IG GRAPHIC SCALE
STEELE CREEK ROAD: 50 0 25 50 100
DESIGN SPEED: 55 POSTED LIMIT: 50
1 inch = 50 ft.
6 CLIENT: `~~~~~~~~~rrr PROJECT N0. IBC-OSO3O SHEET N0.
~liilil rP T T T T (1 T T 1~ T T7 A R A Tl A 11 ~ C _ r,.
I Ili d 0111 7 P. . Al(.;a 1. aAl0 N CAR FILENAME: 5 IBC-08030-RI1
DESIGNED BY: SMM PLAN I
4 DAVIDLAND LLC COMPANY, INC. ?LAN AND PROFILE 6ILVERLAINIJUNU
6707-C FAIRVIEW ROAD DRAWN BY: 3 SMM/RMR
CHARLOTTE, NORTH CAROLINA 28210 ENGINEERS~PLANNERS/SURVEYORS 2 5 ~r~~E : HORIZ. SCALE: » X71 L' 2 6701 CARMEL ROAD, SUITE 205 1 =50 STEELE CREEK ROAD PHASE II MADAMS
CHARLOTTE NORTH CAROLINA 28226 ~L I NE~:~' vERT. SCALE: STA.- 2+; STA.- 2+50 THRU STA: 17+00 CHARLOTTE, NORTH CAROLINA PRINT DATE:
1 Al 10-02-09 CITY ENGINEERING REVIEW. 0 1 »=5 [phone] WWW.JOHNRMCADAMS.COM G, 4 ~D DATE:
REVISIONS DATE 6-15-2009

GENERAL NOTES:
1, EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS
PRIOR TO BEGINNING AND DURING CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ~-~d
EXISTING UTILITIES AS REQUIRED FOR CONSTRUCTION AND THE COORDINATION O U
OF THE RELOCATION WITH THE APPROPRIATE REGULATING AUTHORITIES.
3. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (1-800-632-4949) ~ ~ ~
AT LEAST 48 HOURS PRIOR TO DIGGING TO VERIFY EXISTING UTILITY LOCATIONS. O ~
~ ~
4. ALL CONSTRUCTION WITHIN NCDOT RIGHT-OF-WAY SHALL BE TO NCDOT STANDARDS AND SPECIFICATIONS. ALL CONSTRUCTION WITHIN THE COOT RIGHT-OF-WAY ~~~z~
SHALL BE TO COOT STANDARDS AND SPECIFICATIONS. ~ ~ ~ Paz
5. CONTRACTOR SHALL HAVE COPIES OF ALL NECESSARY NCDOT, CITY OF CHARLOTTE ~ o
AND MECKLENBURG COUNTY PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION. ~W~~~ o~
~~zpE~
6. NO SUBSURFACE INVESTIGATION HAS BEEN CONDUCTED FOR THIS PROJECT. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION OF EXISTING
CONDITIONS. w~a~~o
7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC CONTROL ~O~"~'z~ ~ w o
DEVICES IN ACCORDANCE WITH THE STANDARDS OF NCDOT AND MUTCD AT I
ALL TIMES. ~ ~ o
8• CONTRACTOR SHALL PLACE TEMPORARY SILT FENCE (NCDOT STD. 1605.01)
AT THE TOE OF ALL FILL SLOPES AND INLET SEDIMENT TRAPS (NCDOT STD. 163203) AT ALL DRAINAGE STRUCTURES IMPACTED BY CONSTRUCTION. ~ ~ Z o
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I DRIVE TURN LANE APPROVED `
~ PER SIL A AS 1 LA S.
I ~ _ ~ w
i ~ 1 I ~f ~ ~ ~ ~ , ~ w ~ ~ ~ ~
~ 1~ i II YELLOW DIAGONAL LINES 12" WIDE ~ ~ ~ ~ ~ ~ ~ - ~ w
200' DECELERATION LENGTH PH1 LEFT TURN 150' STORAGE LA E 1 LEFT TURN ~ 200' STORAGE LANE (I 30' TO TRAVELWAY 30' BETWEEN ( ) ( ) TORAGE LANE (PH 1 RIGHT TUR~f~~ 200' DECELERATION L NG~TH PH' 1 f~IG T RN ` ~ U
LINES PER COOT PAVEMENT MARKING ~ ~ _ _ ,Y„~~ 1 ; ,~-i ~ z o
STANDARDS (2004) ! NEW CENTER LINE TO , = '1~ 15 - €R (PH 1 RIGHT TURN) O ~
TIE INTO EXISTING ~ o
CENTER LINE x ~ PAVEMENT MARKINGS 150' BAY TAPER PH 1 LEFT TURN w a
( ) x ~ ~
1~ x
1 TIE PROPOSED EDGE _ _ ____x YELLOW DIAGONAL LINES 12" WIDE NEW CENTER LINE TO
~ ,LINE TNT EXISTING_x-_x-_x-x---x x---x--x--x-x-x-x--x-x-x-x--x- x---x----x-x -x x-x-- -x-x 'TYPICAL QE PA PC 30' TO TRAVELWAY TIE INTO EXISTING o PD 30' BETWEEN LINES CENTER LINE
-x---x---x--~ ~ x PD PAVEMENT MARKING - - - - - - - - - - - PER CDOT PAVEMENT MARKING PAVEMENT MARKINGS ~
PA PU S 2004) ~
- _ - QD - - - - - - - - - - P D O - - - - - - - ' ~ A ~ PD. - - - ~ - - - -3 ~ p Z
I _ _ --1-21- I ~ _ - _ ~ ,~~a
- 3 - - - ~ 2' - ~c-EeP-J - - - - - - - - I ~ I~ - - - - - - - r o - _ - - - - - o _ a ~ ~
b _ _ _ ~ - - 50' -i~YPIC~t- - - - - - ~ - ~ z~~
~ - - ~ - rt2 i _ ~ _ QD i - xx
_ - - 12' Z PD Z R60.0'
- ` _ ~ _ 4' CONCRETE PA _ PA R60.0 GUTTER
TIE PROPOSED EDGE _ _ _ FOC LINE INTO EXISTING r - - - - - ) - - - - - - (TYP.) - - - (J' _ QoF
PAVEMENT MARKING 150' BAY TAPER (RIGHT TURN) END CURB AND GUTI CURB AND GUTTER " ~ ' 1 ~ o a
END CURB AND GUTTER ~ ~ DRIVEWAY ACCESSIBLE RAMP 0~ x
~ DW-1 PER NCDOT 848.05
200' ECELERATION LENGTH (RIGHT TURN) 200' STORAGE LANE (RIGHT TURN) ~ ~_R1-1 30"x30" STOP SIGN TO BE INSTALLED BY CONTRACTOR )P SIGN TO 150' BAY TAPER (LEfT TURN LANE) ~ ~ W ~ CONTRACTOR C~ Z
PER NCDOT 904.50 0 ~ ~
e 330' APPROACH TAPER i 200' DECELERATION LENGTH
150' STORAGE LANE (LEFT TURI -ANE (LEFT TURN LANE) J
TYPE II1~ DRIVEWAY WITH 2. ' P U B LI C R W BAR ~ ES CONCRE E GUTTER AND CU ~ 330' APPROACH TAPER
1 TAPER 'ER CLDSM 10.28
S.R. 160
20:1 CURB AND GUTTER TAPER v i
(TYP.)
a z
"a ~ o a
f~ ~ z
V
SEE SHEET C-13 FOR STEEL CREEK
ROAD SIGHT DISTANCE PLAN AND PROFILE E"r °z
A
NCDOT STD. DRAWINGS * PERMANENT THERMOPLASTIC PAVEMENT MARKINGS w
MARKING LINES MARKING SYMBOLS 200.02 METHOD OF CLEARING -METHOD II
- 4" WHITE EDGE LINE QC - "ONLY" 225.06 METHOD OF GRADING SIGHT DISTANCE AT INTERSECTIONS PA ( ) ( )
PB - 4" WHITE 4" X 10' SKIP QD - (LEFT TURN ARROW) 225.02 GUIDE FOR GRADING SUBGRADE -SECONDARY AND LOCAL COOT STD. DRAWINGS ( ) v a
PC - (4" WHITE) 4" X 2' MINISKIP 10° GAP QE - (RIGHT TURN ARROW)
PD - (4" WHITE) SOLID LANE LINE QF - (STRAIGHT ARROW) 654.01 PAVEMENT REPAIRS CITY OF CHARLOTTE DEPARTMENT OF TRANSPIRATION PAVEMENT G - TR T ARROW MARKING STANDARDS (2004) PI - (8" WHITE) SOLID GORE LINE Q (COMB S /L )
PJ - 8" WHITE DIAGONAL LINE QH - (COMB. STR/RT ARROW) 840.72 PIPE COLLAR 10.31A ACCESSIBLE RAMP WITH PLANTING STRIP (2'-6" CURB AND GUTTER) ( ) W
PK - (8" WHITE) CROSSWALK LINE 846,01 CONC. CURB, GUTTER AND CURB & GUTTER
PO - (24° WHITE) STOP BAR 10.318 ACCESSIBLE RAMP WITH PLANTING STRIP (2'-6" CURB AND GUTTER)
PQ - 4" YELLOW 4" EDGE LINE * TEMPORARY STRIPING FOR TRAFFIC CONTROL 1101.01 WORK ZONE ADVANCE WARNING SIGNS ( ) T STANDARD PAINT 20.01A BRICK CATCH BASIN 15° -54" PIPE PR - (4" YELLOW) 4" X 10' SKIP MAY BE NCDO 1101.02 TEMPORARY LANE CLOSURES
PT - (4" YELLOW) SINGLE CENTER LINE 20.018 BRICK CATCH BASIN 15" -54" PIPE
PU - (4" YELLOW) DOUBLE CENTER LINE 1101.04 TEMPORARY SHOULDER CLOSURES
PY - 8" YELLOW DIAGONAL 20.02A FRAME GRATE AND HOOD ( ) 1110.02 PORTABLE WORK ZONE SIGNS- MOUNTING HEIGHT & LATERAL CLEARANCE
20.026 FRAME GRATE AND HOOD 1250.01 PAVEMENT MARKER SPACING
20.25 TRENCH DETAIL FOR STORM PIPES PROJECT N0. (BC_08030
1605.01 TEMPORARY SILT FENCE FILENAME: ~BC_08~3O-PM1
1633.02 TEMPORARY ROCK SILT CHECK TYPE 'B' 20.29 OVERLAPPING STORM DRAINAGE/SANITARY SEWER
DESIGNED BY: SMM
SEE NCDOT DETAIL 1251,01 FOR RAISED DRAWN BY: SMM RMR
PAVEMENT MARKER DETAIL. SEE SHEET
D-2. NOTE THAT SNOWPLOWABLE ti~aT" SCALE: 1' =40'
RAISED PAVEMENT MARKERS ARE NOT GRAPHIC SCALE DATE: 6-15-2009
REQUIRED. 40 0 20 40 80 SHEET NO.
C-14
1 inch = 40 ft.
amcADAMS
- - - - - - - - - - -

48"x48" 48"x48" 48"x48"
W20-4 W3-4 20-7a
C8 C7 C9
350' 350' 350' 100'-200' 100' 50' MIN I Q I ~ ~
DOWN BUFFER O
STREAM SPACE ~ ~ • ~ ~
TAPER ; ~
~ WORK ZONE ~ ~ . ~ ~ WORK ZONE ~ ~ A
i O~
PUBIC R W VARIES d ~ ~ ~ ~ w~ z
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~ ~ 48"x48" 48"x48» ~ 48"x48" ~
/ 3 w W20-4 5
/ ~ W20-7a W3-4 C9 C7 C8 ~
" ~ ~ 50' MIN 50'-100' 50' MAX 350' 350' 350' ~ / 350' z
w
f BUFFER TWO-WAY w z c~
SPACE TRAFFIC ~ ti z ' w
TAPER ~ r /f t } ~ ~ F
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~ x ~ CDOT NCDOT MUTCD DIMENSION A ~ ID CODE ID CODE SIGN MESSAGE/SHAPE ~ O Z
WORK ZONE WORK ZONE ~ C2 W21-4 ROAD WORK 48"x48" ~ ~ AHEAD O ~ ~
Q~U
~ ' BE PREPARED TO O ~ ~ x C7 W3-4 STOP 48"x48"
~ ~
/ ~ IF AT ANY TIME STR NY TIME STREET CLOSURE IS REQUIRED Q ~ o
CONTRACTOR SHALL CTOR SHALL CONTACT CDOT. SEE NOTE CS w2o-4 ONE AHEADROAD O 48"x48" ~ U Z
j ' M,N THIS PAGE FOR S PAGE FOR ADDITIONAL DETAILS ~ ~ w
C9 W20-7a ~ 48"x48" Q ~ E ~ E" O
a
w f ..................a........... C26 R4-7 24"X30" ~ ~
cn . L . ~ : ~ W U
~ ...............~......~...~.......~...~...~...~...~...~.......~......::::::~:.4:~:...-.....-.....-:...:-.:~:.:-::~.:.-..~...-.....:.................::~ ,-F ~,_r~.,~.__._.~.~.. _ r~ RIGHT LANE Z C10R W20-5R CLOSED AHEAD 48"x48" o
_ I
r ~ ! 48"x48 C10L W20-5L LEFT LANE 48"x48"
W CLOSED AHEAD
D. ~ 20-7A
' r C9 W C12R W4-2R 48"x48"
Z
J ~ PUBIC R W VARIES C12L W4-2L ~ 48"x48" v i
_ ~ \
f- ~ ~ - ~ ~ 48"x48" C36R R3-5R ~ 30"x36"
~ _ a ~ y C~ ONLY
- - 3-4 C36L R3-5L ® 30"x36"
~ ~ C7 ONLY
i z ~ C37R R3-7R RIGTURN R GHT ST ? 30"x30" ~
from normal conditions ar the street is required to be closed. Except in emergencies, the F
THESE NOTES MUST APPEAR ON ANY TRAFFIC CONTROL PLAN folly{ing notification is required: Constructon start data - 5 working doys in odvance +Closing 1 or more trmal lanes during Peak Travel Times - 5 working doys prior to the ~ 48"X48" ~ 0
A. Street space is at a minimum sa no more space should be used for construction or scheduled work - C38L W4-7L THRU TRAFFIC 0 30"x36" ~ a MERGE LEFT ~ U
maintsnance work than is absolutely necessary. Through barricading and channelization, the +Clasing a street - 70 working days prior to the scheduled work. ~ ~ \ remaining street space is to be used to carry the traffic around the work area in the hest way This lead-time is neceasa for tannin and noti in the publk of expected chongea in the o0' ~
possible under prevailing conditions. normal traffic conditions. P 9 9 ~ * 21-4 B. Traffic control devices shall be set up prior to the start of construction or maintenance C2 C45R W9-1 R RIGHT LANE 0 48"x48" (li ~ ENDS ~ ~
o erations, and shall be removed or relocated as the work is fnished or work conditions than e. N. Whara complete street closure is necessary, the Department of Transportation will coordinate p 9 closure of the street and, if necessary, fully sign a detour route. The agency doing the work shop patrol the work site as required to ensure that all traffic control
devices are in place and operating at all times. 0. The City Engineer or Director of the Department of Transportation or their representatives era authorized to stop ony carwtruction or maintenance activity which is not properly signed and ~ C49R W20-5aR RIGHT 2 LANES O 48"x48" ~ Z O CLOSED AHEAD
C. All traffic control signs for the work area shall be reflectorized. The reflective materials used barricaded as required by this standard, the WATCH, and/or the MUTCD until such requirements are shall be equal to or better than the Type 1, level A reflective sheeting requirements in Section met
633 of the Stondard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-74), P. This design standard cannot be used for all roadway construction situations. it is intended C49L W20-5aL LEFT 2 LANES 48"x48"
only to be used as a guideline. Specific situations may require engineering judgment in the ~ D. At night, adequate barricodes with reflectorized material and lights ors required to call placement of tr~c control devices because of limited vertical and/or horizontal sight distance. CLOSED AHEAD O O U
attention to and to indicate the actual location of obstructions and hazards. ~ 1 \ 4. When personnel and/or equipment are within 2' of the edge of an open travel lane, the \
rin work h rs or co traction ' ac ivi i ' E. When not in use du g ou ns rn t ty, aqupment shall ba parked a cordractor shall refer to the WATCH for proper lane closure. minimum of 7O' away from the travel lane in such a manner as to not create a eight distance U
problem for motorists. R. Operational signs are generally mounted on potable supports. These era usually used for short-term operations to wam and guide traffic. Advanced warning signs (Construction Ahead)
F. The minimum width for temporary travel (ones is 10'; however, a 17 Iona is advisoble and shall ba mounted on stationary sup{wrts seven days prior to the beginning of construction of the should be provided whenever possible. roadway, U
G. Whenever traffic must be routed across the centerline the two directions of traffic must ba S. All drums shall be ballasted in such a manner that they will bs stable under wind and vehicle
physically separated. Traffic cones can be effectively used for this purpose during daylight hours; acbon. Ballasting shall he done with sandbags or other yielding material situated in the base of reflectorized drums must be used at night. the drums.
H. Traffic shall not be routed across centerline with cones or drums during non-working hours. T. Construction work shall not be allowed on both sides of the road simultaneously within the
Contractor must be on site or change pavement marking appropriately. same area, unless the roadway is median divided. U. At the end of each work day the contractor shall backfill up to the edge and elevation of the
I. Generally, the peak flow of traffic occurs in Charlotte between the hours of 7-9 a.m. and exisfing pavement areas within 2 feat of an open travel lane that include a drop off of more 4:30-6:30 p.m., (4-6 p.m. in the CBD) Monday through Friday. During these hours construction {hen 3 inches in accordance with the WATCH (see Detail)
activity that involves a Zane closure will not be allowed on thoroughfare streets except in emergency situations or with approval from the Charlotte Department of Transportation. V. Pavement markings are to be installed by the contractor. Pre-lines must be approved by
COOT prior to placement of the pavement markings. The contractor shall notify Jimmy Rhyne J. The agency doing the work shall provide flaggere and/or Police control when required. (7D4-336-3905) of CDOT 5 working days in advance of placing the pre-lines.
Contractor may also be required to provide a uniformed officer to control traffic when working in and around a signalized intersection. W. Traffic Signal wor'x is t° be performed by CDOT. The contractor shall notify Jimmy Rhyne
(704-336-3905) of CDOT at least 6D days in advance of needed signal work. If a traffic signal K. Every attempt shall 6e made to schedule and expedite the work to cause the least uses steel poles and/or most arms, at least 90 days' advance notice is required. I H
inconvenience to the traveling puhlic. • CONES/DRUMS t^
L. In situations not covered in this design, the protection of the traveling public and the Charlotte protection of the workers on site will dictate the measures to be taken consistent with the City of ~ ~ SIGNS PROJECT N0. IBC-08030
Charlotte Work Area Traffic Control Handbook (WATCH). ? • - Department of
M. The contractor, utility company, or governmental agency involved in the work shall notify the Charlotte Deportment of Transportation (Jimmy Rhyne at 704-336-3905) of the construction start Connecluig,Charlotcel Trans ortation ~ I / EIDENAME:IBC-08030-TC1 FLASHING ARROW
date and an ma'or work where the number of travel lanes are reduced Continued next column p 6ARRICADEWARNING LIGHTS TYPE C STEADY BURN WARNING LIGHTS are most n I PANEL DESIGNED BY: SMM
tnwimensiry wenmtensny sreadyaurs commonly mounted on separate portable supports WVRK ZONE TypeA eypeB rypea or on Type I or Type II barricades and era Inteded MIN(p'
~~,..~~,r,,,a,,,~. n~k4,~n~w~ > eRina~ n~~tor~n~, to wnGnud(Y wam the driver that he is 1s,.1_._ . _ _ _ _ , , ~ DIRECTION OF DeawN BY: SMM RMR ron~nn ri niar
Inlmum Hearn Candle POwar 2Cxmlee approaching or adjacent to a hazardous area. `•1- M MlmmumEBechvetideos4 4.0 candelas 35 Candelas Barricade warning lights are portable, lens directed, swf ~i r nn i wrr
FIaah DuraWn 155% aa% Cene6nt enclosed lights. The color of the light emitted DATE REVISION I Plash Rzta(Minute o 75 55 to 75 constam shall be yellow. t_ Lens oheotlonal Faces tore t 1.,2 7/29/04 INITIAL VERSION CHANGEABLE scncE: 1"=40 MESSAGE SIGN GRAPHIC SCALE DATE; 6-15-2009
Barricade warning lights shall be in accordance with 2t•Ta24• 1-1/15/04 CHANGED NOTE M ADDED NOTES & These values must be mamtamedwithin afull 9degrees on each side uowMMera.uc
Of the vertical axis, and 5 degrees above and 5 degrees below the the requirements of the institute of Transportation DRUM t horizontal ads. Engineers (RE) Standard for Flashing and Steady FLAGGER 40 0 20 40 80 SHEET No.
Length of time that instantaneous Intensity is equal to or greater than Bum Barricade Warning Lights (1971). eNactive inters . TC-1
i inch = 40 ft.
1 11 McADAMS
- - - - - - - - - - - -

48"x48" 48"x48" 48"x48"
W20-4 W3-4 20-7a
C8 C7 C9
350' 350' 350' 100'-200' 100' 50' MIN I H
DOWN BUFFER O
STREAM SPACE
TAPER r ' ~ ~l ' ' ~ ~ V1 4~
1 WORK ZONE ~ i' ~ WORK ZONE ~ ~ Ad
i W ~ U ~ ~ l--~ o
` PUBIC R W 1IARIES
t t ~ a z A~ ~
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_ ___~.___L. ~ ~ ~ o 0 W~~~z~
• S • • • • • • • • • • • • • ~ ~ \ w o
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~ 475 I W ' to : ~

/ I J ,gyp N•c...P~~~t~i~~~~

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48"x48" 48"x48n 48"x48" ~
~ 3 w W20-4 ~
W20-7a W3-4 C9 C7 C8 ~
~ 50' MIN 50'-100' 50' MAX 350' 350' 350' 350' z
i w w
BUFFER TWO-WAY z
SPACE TRAFFIC , z / w
TAPER ` ' ~ TRAFFIC CONTROL SIGN LEGEND
~ ~ r ~
t CDOT NCDOT MUTCD Z o ID CODE ID CODE SIGN MESSAGE/SHAPE DIMENSION p N
0 U)
~ ` ' C2 W21-4 ROAD WORK 48"x48" ~ ~ / AHEAD ~ a
j~ BE PREPARED TO ~ C7 W3-4 STOP 0 48"x48"
~ ,
/ C8 W20-4 ONE LANE ROAD 0 48"x48" ~
1 ~ x AHEAD ~ / ~
~ '
~ C9 W20-7a 48"x48" Q~ ~z
WORK ZONE WORK ZONE ~ C26 R4-7 ~ 24"X30" ~ ~ ~ ® ~
Q~~
C10R W20-5R RIGHT LANE 0 48"x48" ~ ~ x CLOSED AHEAD
4i ~ a~H
• LEFT LANE Q ~ ~ C10L W20-5L CLOSED AHEAD 0 48'x48" ~ U Z
~~w C12R W4-2R ~ 48"x48" Q ~ E"
/ ~E
I- , ' j~ O
W IF AT ANY TIME AT ANY TIME STREET CLOSURE IS REQUIRED C12L W4-2L I) 48"x48" ~ NTRACTOR SHALL CONTACT CDOT. SEE NOTE ~ ~ x
= C R W 1IAR I ES - CONTRACTOR SE U1 t- , ~ M,N THIS PAGE J THIS PAGE FOR ADDITIONAL DETAILS z ~
t~ - - - - - - - - ~ C36R R3-5R ® 30"x36" ~ ONLY Q
_ _ _ _ ~ I 48"x48"
- - - - - ~ , C36L R3-5L ® 30"x36"
ONLY u
C37R R3-7R RIGHT LANE MUST ? 30"x30"
I W TURN RIGHT r
Z
J C38L W4-7L THRU TRAFFIC 0 30"x36" t^ MERGE LEFT V1
2 ~ 48"x48"
H ~ ~ C45R W9-1R RIGHT LANE O 48"x48" ENDS
Q ~ ~ 3-4 ~ ? _ ~ C~
a _ C49R W20-5aR RIGHT 2 LANES 48"x48" CLOSED AHEAD ~
~i w
J ~ ' C49L W20-5aL CLOSED AHEAD 0 48"x48"
from normal conditions or the street is required to ba closed. Except in emergencies, the
THESE NOTES MUST APPEAR ON ANY TRAFFIC CONTROL PLAN following notification is required: 48"x48" +Construction start data - 5 working days in odvance ~ wClosing 1 or more travel lanes during Peak Trovel Times - 5 working days prior to the \
A. Street space is at a minimum so no more spade should be used for construction or saheduled work - ~0• ~ ~
mointenance work thon is absolutely necessary. Through barricading and channelization, the +Clostng a street - 10 working days prior to the scheduled work. ~ ~ \ 21-4 remaining street space is to be used to carry the traffic around the work area in the best way Thia lead-time is necessary for planning and notifying the public of expected changes in the • ~ C2 U U
possible under prevailing conditions. normal traffic conditions. B. Traffic control devices shall be set up prior to the start of construction or maintenance
o erations, and shall be removed or relocated as the work is finished or work conditions than e. N. Where complete street closure is necessary, the Deportment of Transportation will coordinate p 9 closure of the street and, if necessary, fully sign a detour route. The agency doing the work shall patrol the work site as required to ensure that all traffic control t ~ ~ a
devices are in place and operating at all times. 0. The City Engineer or Director of the Department of Transportation or their representatives are ~ authorized to stop ony construction or maintenance activity which is not properly signed and ~ ~ ~ z o
C. Ail traffic control signs for the work area shall be reflectorized. The reflective materials used barricaded as required by this standard, the WATCH, and/or the MUTCD until such requirements are shall be equal to or better than the Type 1, level A reflective sheeting requirements in Section met
633 of the Standard Specifications far Construction of Roade and Bridges on Federal Highway Projects (FP-74). P. This design standard cannot be used for ail roadway construction situations. it is intended A
only to be used as a guideline. Specific situations may require engineering judgment in the 1 D. At night, adequate barricodes with reflectorized material and lights era required to call placement of traffic control devises because of limited verkical and/or horizontal sight distance. \ 0
attention to and to indicate the actual location of obstructions and hazards. \ , Q. When personnel and/or equipment are within 2' of the edge of an open travel lane, the \ ~ U
E. When not in use during work hours or construction inactivity, equipment shall be parked a contractor shall refer to the WATCH for proper Iona closure. minimum of 10' oway from the travel lane in such a manner as to not create a sight distance ~ U
problem for motorists, R. Dparational signs are generally mounted on portable supports. These era usually used for ~ shock-term aperaGons to wam and guide traffic. Advanced warning signs {Construction Ahead) w
F. The minimum width for temporary travel lanes is 10'; however, a 12' lane is advisable and shall be mounted on stationary supports seven days prior to the beginning of construction of the should be provided whenever possible, roadway. ` U
S. All drums shall be ballasted in such a manner that they will be stable under wind and vehicle G. Whenever traffic must be routed across the centerine the two directions of traffic must ba action. Ballasting shall be done with sandbags or other yielding material situated in the base of
physically separated. Traffic cones aan he effectively used for this purpose during daylight hours, the drums. ~ reflectorized drums must be used at night.
H. Traffic shalt not be routed across centerline with cones or drums during non-working hours. T. Construction work shall not be allowed an both sides of the road simultaneously within the
Contractor must be on site or change pavement marking appropriately. same area, unless the roadway is median divided. U. At the end of each work tidy the controctor shall backfill up to the edge and elevation of the
I. Generaly, the peak flow of troffic occurs in Charlotte between the hours of 7-9 a.m. and existing pavement areas within 2 feet of an open travel lane that include o drop off of more 4:30-6:30 p.m., (4-6 p.m. in the CBD) Monday through Friday, During these hours construction than 3 inches in accordance with the WATCH {sad Detail)
activity that involves a lane closure will not be allowed on thoroughfare streets except in emergency situations or with oppraval from the Charlotte Oepartmant of Transportation, V. Pavement markings are to be installed by the contractor. Pre-lines must be approved by
000T prior to plocemerd of the pavement markings. Ths contractor shall notify Jimmy Rhyne J. The agency doing the work shall provide flaggers and/or Police control when required. (704-336-3905) of CD07 5 working days in odvance of plating the pre-lines.
Contractor may also be required to provide a uniformed officer to control traffic when working in and around a signalized intersection. W. Traffic Signal work is to be performed by CDOT. The contractor shall notify Jimmy Rhyne
(704-336-3905) of CDOT at least 60 days in advonca of needed signal work. (f a traffic signal K. Every attempt shall be made to schedule and expedite the work to cause the least uses steel poles and/or most arms, at least 90 days' advance notice is required. I Fri
inconvenience to the traveling public. • CONES/DRUMS f ^
L In situations not covered in this design, the protection of the traveling public and the protection of the workers on site will dictate the measures to be taken consistent with the City of } ~ Cha r(Otte - SIGNS PROJECT N0. IgC-08030
Charlotte Work Area Traffic Control Handbook (WATCH). De artment of
M. The contractor, utility company, or governmental agency involved in the work shall notify the Charlotte Department of Transportation (Jimmy Rhyne at 704-338-3905) of the construction start Connecting Charlotte' Trans ortation FILENAME; IgC-08030-TC2 FLASHING ARROW
dote and an ma'or work where the number of travel lanes era reduced Continued next column BARRICADEWARNINGLIGHTS TYPE C STEADY BURN WARNING LIGHTS era most PANEL DESIGNED BY: SMM
taw mtansdy wan mrena~ry Steady Bmn commonly mounted on separate portable supports WORK ZONE TypeA Types TypeC or on Typa I ar Type II barricades and are irdedad te~ ~ DIRECTION OF DanwN BY: SMM RMR
u,,,~,~„, n„~,x~~~ n~~~kmo,,wo ~a ercraav fhickmlbum to conGnual{y wam the driver that he is mn~, ~ ~ , ,T„ ~ , , ron~nr ~i n~~i
Mmlmum Beam Candle Power - - 2Candles approaching or adjacent to a hazardous area. °I- I Minimum Effectlvelntansity ' 4.0 candelas aSCandelas - Barricade warning lights are portable. lens directed, °wt s r SCALE:
Flash Duration tu% 6% Constant enclosed lights. The color of the light emitted GATE REVISION L Flash RalelMinule55 to 75 55 re 75 Constant shall be yellow. Lane Directional Fazes tare 1 tore 7/29494 INITIAL VERSION El> CHANGEABLE YA~r'" 1 =40 MESSAGE SIGN DATE: 6-15-2009
Barricade warning lights shall be in accordance with 21'T02' 11/15/04 CHANGED NOTE T "-ADDED NOTES & Thes be f th fthaevavawesnid mus axis, and and5 degrees eabovabowe and and5 degrees degreeson helolewthhe side the requirements of the Institute of Transportation NoµMETUUC I
o horimntliaas. Engineers (ffE) Standard for Flashing and Steady DRUM Length of timathatlostenfaneous Intensity is equal to or greater Mart Bum Barricade Wamina Lights (1971). ELAGGER GRAPHIC SCALE 40 0 20 40 80 SHEET No.
eNectiva inter . TC-2
1 inch = 40 ft.
AWADAMS
- - -

~y;g~ A V A V A\ A VA V A A A v~ v ~v v v~~ ( I V ( y v ~ AA \ \ \ VA A V A \ ~ ~
1. ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM \ \ \ \ ~ \ \ \ \ \ \ ~ ~ ~ ~ ~ ~ \ ~ ~ v ~ ~ ~ vv~v v v I I \ ~ ~ v ~v vv VA \ \ \VAA VA \ \ ~ ~
TR CTION THE ON-SITE GEOTECHNICAL ENGINEER SHALL VERIFY THE \ \ \ \ ~ 1. ; RIOR 70 CONS U BORROW AREAS APPROVED BY THE ON-SITE GEOTECHNICAL ENGINEER. THE FILL MATERIAL SHALL \ \ ~ ~ ~ \ \ \ \ \ ~ \ \ ~ \ \ \ , \ \ \ \ \ \ 11, \ \ ~ ~ ~ o
~ SUlTA61LITY OF THE PROPOSED BORROW AREA /FILL FOR USE IN THE DAM EMBANKMENT ~ KEY \ V ~ ~ \ \ V A ~ ~ ~ ~ BE FREE FROM ROOTS, STUMPS, WOOD, S70NES GREATER THAN 6", AND FROZEN OR OTHER \ \ \ ~ I ` \ \ \ \ ~ ~ \ TRENCH/ IN-SITU SOIL SUITABLITY FOR EMBANKMENT. OBJECTIONABLE MATERIAL, THE FOLLOWING SOIL TYPES ARE SUITABLE FOR USE AS FILL WITHIN ` ~ \ \ \ ~ ~ ~ ~ ~ vvvv~~~ v v ~ \ \ \ \ ~v vv A A \ \\V A \ ~ ~ 1 ~ A \ ~
\ \ ~ 1 1 \ \ \ \ \ \ ~ ~ . _ THE DAM EMBANKMENT AND KEY TRENCH: ML AND CL. \ \ ~ ~ \ \ \ \ ~ ~
2. THE OPd-SITE GEOTECNNICAL ENGINEER SHALL INSPECT THE KEY TRENCH EXCAVATION PRIOR ` ~ ` 1 \ \ ~ ~ ~ ~ ~ v~ v v~ v v A A ~ ~I v A V AVA \ 1 1 1 8~~ a ` v vv~ vv \ \ \ \ \ ~ A I 1 v\ \ V A \VAA 1 11 ~ 1 1 A A ° ~
EMENT OF ANY BACKFILL WITHIN THE KEY TRENCH. lF THE CONTRACTOR CONSTRUCTS " \ ` ` ~ \ \ \ \ \ \ ~ ~ \ TO PLAC E 2. FILL PLACEMENT SHALL NOT EXCEED A MAXIMUM 8 LIFT. EACH LIFT SHALL BE CONTINUOUS ~ ~ ~ ~ \ ~ ~ \ \ AND COVERS UP THE KEY TRENCH PRIOR TO INSPECTION, THEN THE KEY TRENCH SHALL B LENGTH OF EMBANKMENT. $EFORE PLACEMENT OF FILL FOR THE BERM SECIIQN, ( ` , \ \ \ \ \ v v \ \ ! \ \ ~ w~~~ v~ v v ~ A V A~ v v v \ \ \ 1 I 1 \ \ V A \ ~ 111 1 ~ A \ ~ ~ z.U
AT THE CONTRACTOR'S EXPENSE. FOR THE ENTIRE ~ ~ l \ \ \ \ \ \ \ \ \ \ UNCOVERED AND TESTED ALL UNSUITABLE MATERIAL 5HALL BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL I ~ ` \ \ I \ \ \ \vv V~Av \ ~ vv v A ~ A\\VA 1 11 VA
PLACEMENT. ~ ~ \ \ \ \ \ ALL REFER TO THE LANDSCAPE PLAN FOR THE PERMANENT PLANTING ` ~ \ \ \ \ 3. THE CONTPACTOR SH v v v v v v v v v v v vv ~`vvv V v~~~1 { \v.v~\ V1~~1 111111~~11~~ A A ~ a~~
~ \ \ \ ~ \ \ PLAN /SCHEDULE. PLEASE NOTE THAT NO TREES /SHRUBS OF ANY TYPE MAY BE PLANTED ON 3. ALL FILL SOILS USED IN THE EMBANKMENT /KEY TRENCH CONSTRUCTION SHALL BE ~ ~ ~ v v V~ \ \ v v \ V~ 1 v V A11A 1 1 1 11 i1
THE PROP05ED DAM EMBANKMENT. ~ _ I ~ I V A ~ A \ COMPACTED TO AT LEAST 95~ OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 698}. I i \ \ ~ I \ V A \ v v \ 1 V I AI\ ~ \ v
THE FILL SOILS SHALL BE COMPACTED AT A MOISTURE CONTENT WI1T~iIN -1 TO +3 PERCENT OF I ` \ ~ I I 4. IF DURING THE INITIAL STAGES OF CONSTRUC110N, THE WET POND WILL BE USED. AS A \ I 1 \
THE CONTRACTOR SHALL FOLLOW THE ITS OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL 8E PERFORMED BY THE ON-SITE I I ' I I ` aEDiMENT BASIN FOR EROSION CONTROL PURPOSES. GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO VERIFY THAT THE PROPER COMPACTION ~ \ ~ 1 \ 1 1 \ \ v \ \ vv A 1 \ \ V I V A ~ ( 1~~~ 1 \VA1A 11\ V a ~ ,
GENERAL CONTRUCTION SEQUENCE BELOW: LEVEL HAS BEEN REACHED. THE FILL SHOULD BE COMPACTED USING A SHEEPSFOOT TYPE I I ~ \ I NO COMPACTION EQUIPMENT SHALL I I ~ I I I I ~ \ \ \ \ ~ \ v v \ ~ vv v v \ v A 1 ~ ~1~ ~ \ ~ 1 \ \ ~ V 1 \ \ \\\V A ~ ~ ~ G 1 \ v V i \ V A ~ A11A 1\ ~
~ T NTIR FACILITY PERMANENT OUTLET STRUCTURE, COMPACTOR. IN ORDER TO PREVENT DAMAGE TO THE PIPE, ~ I I ' I 1 1 P,. THE CONTRACTOR SHALL GONSTRUC THEE E ( CROSS ANY PIPE UN71L MINIMUM COVER IS ESTABLISHED ALONG THE PIPE. I I I I I ~ 11 ~ \ \ v ~ v v\ \ ~ 11 V ~ \ \ v v ~ vv v v if ~ t.11 \ VA1\\~\VA\\\\\ G ~
TRENCH ETC. IMII-1 THE EXCEPTION OF 1NE INTERIOR GRADING. 11-IE INTERIOR / I I ~ ~ I ~ ~ DAM, KEY ) I ( I 1 \ v 1 \ v v \ \1
GRADING WILL BE CONSTRUCTED ONCE 1NE EROSION CONTROL PHASE 15 COMPLETE. 4, A KEY TRENCH SHALL BE PROVIDED BENEATH ALL FILL AREAS OF THE BERM. THE TRENCH / I ~ / ~ OR 2 FT BELOW THE 48"~ OUTLET ~ I I I ~ „ SHALL EXTEND A MINIMUM OF 5 FT BELOW EX1511NG GRADE ( / I ~ 1 v\ v \ ~ ~ A\ \ v v / 1111 1 1 1 \ 1 V 1 ~ \ \ \ \ \ \ \ \...___--~1_ 1 V \ 1 ~
g. THE TEMPORARY DRAW'DOWN RISER 5HALL BE CONNECTED TO THE PERMANENT 8 0 DIP BARREL AND SHALL HAVE A MINIMUM BOTTOM WIDTH OF 5 FEET. THE KEY TRENCH SIDESLOPES / / I I I I ~ ~ / /
DRAIN I IPA. SHALL BE A MINIMUM OF 1:1 (H: V), THE KEY TRENCH SHALL BE COMPACTED TO THE SAME / / / ~ ~ ~ 5PECIFlCA1TON LISTED IN ITEM 3 ABOVE. DEPENDING UPON ON-SITE SOIL CONDiT10NS / / / I ` ~ 1 11 ~ 11 \ \1 ~ `I ` ` \ \ \ \PROPdSED ~ \ I I I/ ( / 1.1 ~ ~ ~ \ \ ~ w ~
EAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR / / ( ~ ~ ~ G. ONCE T}iE UPSTR ENCOUNTERED DURING EXCAVAl10N, THE ON-SITE GEOTEGHNICAL ENGINEER MAY VARY THE DEPTH 1 I ~ ~ 1 1 ` \ \ ~ \ \ \ STORM DRAIN \ ~ - - \ \ ~ w
APPROVES THE REMOVAL OF THE SEDIMENT BA51N, THE CONTRACTOR SHALL REMOVE THE AND DIMENSIONS OF THE KEY TRENCH A5 DEEMED NECESSARY. THE ON-51TE GEOTECHNICAL % / / / / ~ ~ I ~ TEMPORARY DRA4i'DOWN RISER AND CLEAN-OUT THE BASIN. ALL SEDIMENT, TRASH, ETC. R FUTURE AS-BUILT SUBMITTALS, . ~ / ~ ` I 1 1 , ` 11 \ \ \ \ \ \ \I YSTEM (T`r~) \ \ I I ~ ~ \ \ ~
I ENGINEER SHALL RETAIN. DOCUMENTATION OF ANY VARIATION FO / / / / ~ / 1 SHALL BE DISPOSED OF PROPERLY (LE. -PLACED IN A LANDFILL) AND NOT STOCKPILED N ~ ~
A TY COULD BE ADVERSELY AFFECTED. / / / / ~ AN AREA WHERE WATER QU Ll 5. UPON REQUEST, THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH REPORTS TO VERIFY \ 1 1 i II I I \
THAT THE DAM EMBANKMENT MEEK THE SPECIFIED GOMPACTTON REQUIREMENI~. COMPACTION / ~ D. ONCE THE BASIN 15 CLEANED OUT, AND ALL EROSION CONTROL DEVICES REMOVED, THE REPORTS WILL BE NEEDED DURING THE AS-BUILT CERIIFICAl10N PROCESS FOR THIS STORMWATER I 1 ~
CONTRACTOR SHALL CONSTRUCT THE INTERIOR GRADING SHOWN ON THI5 SHEET. FACILITY. THEREFORE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE COMPACTION TESTS • / ~ i ,.r. ~ ~ ~ ~ --t-- ` ~ ` ~ ' 1 I I I { I I 1 i I I I I { { { i ~ I ~ \ / / / / ~.,o~~Y~ ca~Q~
r - - UILT SURVEY ARE PROPERLY PERFORMED DURING CONSTRUCTION. ~ / I ~ 5. THE CONTRACTOR SHALL SCHEDULE A FINAL AS BUILT INSPEC110N AND AS B / / ~ 1 1 1 1 1 1 ~ i l l l I I I 1 ~ { I~~ v V 11 \ 1 o •F~ss~~.,ti ,
AS-BUILT INSPECTION SHOULD BE SCHEDULED A MINIMUM OF 64 DAYS / MPORARY 4~ONSTRUCTION EAS EN I I WITH THE ENGINEER. AN I I ~ l ~ 1 1 ~ i 1 I I I ~ PR~PER'tY LfNE \ V ~ ~ / : ~ ,~o 0 9
NY MMENTS ~y ~y ~y~+ q~ ~e ~ l ~ ' IT TO IMPOUND OR A CERIIFIGATE OF OCCUPANCY} IS REQUIRED. A CO ~i P1CL' ?.7 l~ BEFORE A PERM ( I 1 ~ 1 11 I 1 Ex s N~ EASE \ \1 ~
OR DEFICIENCIES IN THE DAM CONSIRUC114N MUST BE CORRECTED TO THE SATISFAC110N OF THE ~ ~DII~I' SP~CIFIC~T'It~N' - _ -1 ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED. UPON FINAL APPROVAL, CL05E / ~ 1 i 1 1 I I I I i~ I I I I 1 1 V 1 1 .i
THE 8'°~ BOTTOM DRAIN VALVE IN THE RISER STRUCTURE AND BEGIN IMPOUNDING WATER. NO i ARE OF THE SPILLWAY PIPE AND ADJACENT AREAS SHOULD BE BROUGHT UP Tq
HALL BE IMPOUNDED BEFORE AN APPROVAL TO IMPOUND IS ISSUED. 1. FILL N THE A ~ WATERS A POINT OF 2' TO 3' OR MORE ABOVE THE TOP OF CROWN ELEVATION OF THE PIPE IN ADVANCE INSTALLED IN A TR NCH ' ~ .,Fti '•a~..... Pti,a
AINTAIN A PERMANENT POOL, THE CONTRACTOR MAY NEED TO INSTALL A OF SPILLWAY CONSTRUCTION SO THAT THE SPILLWAY PIPE CAN BE E .S FT EARTHS O~EBAY BERM DEL 6. iN CRDER TO HELP M _ CONDITION. ONCE THE FILL IS AT AN ELEVATION 2-3 ABOVE THE TOP OF CROWN, THE PIPE ~ M 1 , { o ~ ~~~o~>>~~~~'~~
CLAY LAYER OR A PERMANENT GEOSYNTHETIC CLAY LINER A MINIMUM OF 1 FOOT BELOW THE . ' 674.50 (TO BE COMPA011=D TO THE SAME / : THI5 5HALL BE DETERMINED BY THE ON-SITE GEOTECHNICAL ENGINEER. TRENCH SHOULD THEN BE EXCAVATED FOR INSTALLATION. ~ ~ ~ ` ° LOWE5T GRADE SPEClF1CAT1ONS AS THE DAM EMBANKMENT) / / -).r. ~ PCCE-B~iP MAIN7ENA~GE) I I I \ \
_ 2. !F SEEPAGE OR FLOW OCCURS IN OR ALONG THE PIPE ALIGNMENTS, GROUNDWATER CONTROL ~ ~ PLEASE REFER TO ITEM 3 UNDER "BERM SOIL ~ _ ACCESS F,ASEMENT ~ I I } ~ ~ ~ I 1
1. CONTRACTOR SHALL PROVIDE A VERTICAL SEDIMENT DEPTH MARKER TO WDICATE 6 INCHES EASURING DEVICE USED TO DETERMINE THE SEDIMENT WILL BE NECESSARY. THIS COULD INVOLVE PUMPING (OR STREAM DIVERSION, ETC.) DEPENDING x ~ AND COMPACTION SPECIFICATIONS FOR/ OF SEDIMENT ACCUMULATION. THEM " / I-~. \ \ ~ I
E SUCH THAT IT WILL GIVE AN ACCURATE DEPTH READING AND NOT READILY ON THE TOPOGRAPHY. S{NCE IT IS NECESSARY TO WORK IN A DRY" CONDITION, THIS SITUAl10N ~ _9p,~1TT NAL INFORMATION: ~ ~ / ELEVATION SHALL B , ,
PENETRATE INTO ACCUMULATED SEDIMENTS.. MAY REQUIRE USE OF LEAN CONCRETE BACKFILL, PLOWABLE FILL, ETC. TO ESTABLISH SUBGRADE ~ ~ l r ~ ~ _ ~ CONDITIONS SUITABLE FOR SOIL TYPE BACKFILL PLACEMENT. / ~eERMANENT DETENTION EASEMENT
i ~.f i ' P P ' ~ 12 WIDE MAINTENANCE MAINTENANCE N I i V I I I 1 i A A\\~
3. PR10R TO INSTALLAl1ON, SUBGRADE GONDnIONS ALONG THE SPILLWAY I E SHOULD BE _ y / . _ , - _ _ - - = ~ ,..ACCESS TO TOP OF, AM= ~ 1. PRIOR TO PLACEMENT OF THE NEW FILL, THE AREAS ON WHICH FILL IS TO BE PLACED SHALL EVALUATED BY THE ON-SITE GEOIECHNICAL ENGINEER TO ASSESS WHETHER SUITABLE BEARING '0 TOP OF, A h,. _I I I I 1 1 1 . ~ 1 \ \ \ \ \ \ ~ \
VELETA ON AND OTHER OBJEC110NABLE RWIS N IT - / ~ , ~ " ° ~ t3E CLEARED ANG STRIPPED OF TOPSOIL, TREES, ROOTS, TI CONDITIONS EXIST AT THE SUBGRADE LEVEL SHOULD 50FT OR OTHE E U SU ABLE -
REAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED. N 0 NIERED ALONG THE PIPE ALIGNMENT THESE MATERIALS SHOULD BE ~ ~ - / ~ / MATERIAL. 1T-IE A CONDITIONS BE E C U UNDERCUT AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE UNDERCUT MATERIALS SHALL BE / / ~ / ~m~ ~ ~ ~ _h 1 \ \ V A 1 ~ 1 ~~v1 1 \ ~v \VA~V A 1 ~ ~ v1 V A \ \ ~
0 KPI D FOR USE IN PLANTING SEEDING ON THE DAM A TELY OMPA TE SIR CTUR L FILL LEAN CONCRETE OR PLOWABLE FILL ' " - _ - _ _ - / 2. ANY REMOVED 70PSOIL 5HALL BE ST C LE ( ) REPLACED WITH DEQUA C G D U A / / / ` / ~ / / / ~ ~14 y ~ _ \ EXISTING WEI~LANDS ~ \ ~ , \
EMBANKMENT ONCE FINAL GRADES (AS SHOWN ON THE GRADING PLAN} HAVE BEEN ESTABLISHED A5 DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER. ~ ~ / / / 1'~ " `"I-- ` \ - \ \ ~ , _ _ TO R~MA1N~ ~ \ \ \ CSC
'>~~ITH COMPACTED FILL 4, AS CONSTRUC110N OF THE EMBANKMENT MOVES FORWARD, IT WILL BE NECESSARY TO INSTALL
3. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ANY PUMPING THE CONCRETE CRADLE. THIS MAY BE CONSTRUCTED USING ONE OF THE FOLLOWING METHODS: - _ _
E UIPMENT ETC. NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMWATER - - ' T POND SITE. IT IS ANTICIPATED THAT PUMPING WILL BE NECESSARY IN THE EXCAVATION A. IF THE PROPOSED STRUCTURAL FILL MATERIAL IS UTILIZED AS THE FORMWORK FOR THE T~ ~E 1 ` i ~ ~
AREAS I.E. -KEY TRENCH). DURING PLACEMENT OF FILL WITHIN 1NE KEY TRENCH (OR OTHER CONCRETE CRADLE, THEN THE STRUCTURAL FILL SHOULD BE INSTALLED AND COMPACTED UP \ I - 1, w ~ I I i \ I ~ x
( TO THE TOP OF CONCRETE CRADLE ELEVATION. ONCE THE STRUCTURAL FILL REACHES THE AREAS AS NECESSARY}, THE CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM I .1 I I~ i 1
X AVATION. THE MANNER IN WHICH THE WATER iS REMOVED SHALL BE SUCH THAT THE ENDWALl. AND 15 COMPACTED TO THE ELEVATION OF THE TOP OF THE CONCRETE CRADLE, o°°°oo OF THE E C / oao°0RO°\~ EXCAVATION BOTTOM AND SIDESLOPES ARE STABLE... EXCAVATE THE CONCRETE CRADLE TRENCH PER THE PROVIDED DETAILS AND CONSTRUCT _ - - - . ~aDQ o°D°°o°° / 1\ 1 1 1 1 1{\~ I ~1~
E CONCRETE CRADLE AS PER THE PROVIDED CONCRETE CRADLE DETAIL. r oooae°ooo D °Q OD pDDDOD _ , o _ _ \ \ i I { ~ I I ~ ~
~r~ ~q.~q ~T 1 D~ °j°°°p 9aDD ~i PL' V~l~.k'ill4~l~QS B. IF THE PROPOSED STRUCTURAL FILL IS NOT UT1LIZED A5 THE FORMWORK FOR 1HE CONCRETE +J ° oDa DD ooa o \ _ / DDODp °D°°Op DO \
RGP OUTLET BARREL SHALL BE CLASS III RCP, MDDIFIED BELL AND SPIGOT, MEETING CRADLE, THEN PRIOR TO CONSTRUCTING THE STRUCTURAL FILL EMBANKMENT, THE ~ D o°pDDOpDDOOO° -l / ~ _ R~77~~ ~ 1. THE 48 N TALLED ON EXISTING GROUND AND - ~ o°aa°~°o°o °p° ° ~ / / ~~-i`'"'°'"" 10' AQUAAIIC SHELF~(SEE SHEET SW- S~- / / %=~~FROM EL~73.Ofl TO EL 674.00 ~ 1 SLOPS ' ` 1
FORMWORK FOR THE CONCRETE CRADLE SHOULD BE I S _ o D o °oa-a° ° THE REQUIREMENI~ OF AS1Tvl C76-LATEST. THE PIPE SHALL HAVE CONFINED 0-RING RUBBER - Op °0 D° OpD 90 9 / / ~ THE CONCRETE CRADLE CONSTRUCTED PER THE PROVIDED DETAILS. ~p DoDaoa°oo°poaoDOD GASKET JOINTS MEETING ASTM C-443-LATEST. THE PIPE JOINTS SHALL BE TYPE R-4. •r~, / Sao OgQOD4~QpDD~QODO6D~0 i' \ / / ~ ( ~
A / { I II ~ ~11 1~ ~~H
2. THE STRUCTURAL DESIGN FOR THE 6x6 (INTERNAL DIMENSIONS} RISER BOX WITH EXTENDED 5. FILL MATERIAL ADJACENT TO THE 48 ~ 0 RING QUII_ET BARREL SHALL MEET THE - /1 ~ / / / \ / I I { ~xa
BASE SHALL 8E BY OTHERS. PRIOR TO ORDERING THE STRUCTURE, THE CONTRACTOR SHALL SPECIFICATIONS LISTED IN ITEMS 1 THROUGH 3 IN THE SECTION TITLED "BERM SOIL & y1, 1 / ~ / PROVIDE 1T-IE ENGINEER Wlll-I SHOP DRAWINGS, SEAI;ED BY AN P.E. REGISTERED IN NORTH GOMPAC110N SPECIFICATIONS." THE CONTRACTOR SHALL PAY SPECIAL AllEN110N TO THE - ~(i~ y:~ ~ I / / / / ~ - ` ~ ~ i / l I \ ` SWIM BU FEF~ ~ ~
SPACES UNDER AND ADJACENT TO 'I' I / NCDOT CAROLINA, FOR REVIEW. COMPACTION EFFORTS ALONG THE PIPE TO ENSURE THAT ALL ~ ~2 / :1 V H :1 V}' ,,'15" MfD / / NCDOT CLASS "B" RIPRAP~ ~ / / / / / / / ( ( ( ( ~ / ( ~ { ~ I Q ~ ~~j ~'~5" MIN. DEPTH ~ ~ ~ / / / I I / / ~ I Z ~
THE PIPE ARE FILLED WITH PROPERLY COMPACTED MATERIAL. /y . / 2(H} ( / 3. THE RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 16" ON CENTER. STEPS / / / / ~ Y / ( { { I { 1 ~ x / (d5D = a")
SHALL BE PROVIDED ON THE INNER WALL OF THE RISER BOX. 51EP5 SHALL BE fN ACCORDANCE ~ I / i i C~ C I~
WITH NCDOT STD. 84D.66. PLEASE REFER TO SHEETr SW-1 B FOR LOCATION OF THE RISER STEPS , p o, ° o ooo° a °o o a / i~ ~ / / / / / ( /I I / ~ ( I { ~ ( ~ z ~WEIR~~ = ~,7~5~ ~ , - ~ ~ MAIN PoGL , / / / / ( l I I f / ( ~I { I ~ I
AND SHEET SW-1C FOR DETAIL. 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST l , / / ° ° ° iWEiR L'. SEDIMENT. ° ~ / ~%35 LF (MIN), ~ NORMAL WATER SURFAGc = EL 673.50 / / 1 ( / I I / ) 1 I Q o W
MONTHLY: - ° ° /35 LE o°^oo°° ~ ~ 4. THE 1D'Lx10Wx42" THICK CONCRETE ANT!-FLOTATION BLOCK SHALL BE PRECAST AS THE - ~ FOREBAY / _ / ; / / , ~ , , SURFACE AREA = 37,880 SF ( ( / I / ~ / / I{ ~ O
EXTENDED BASE OF THE RISER BOX DURING FABRICAl10N, THE PRECAST BASE SHALL BE ~ I / ° a ° ° ao 00 , a o / / ~ PART OF THE SHOP DRAWINGS THAT WILL BE SUBMITTED TO THE ENGINEER FOR o INSPECT THE W"ET DETEN110N BASIN SYSTEM FOR SEDIMENT ACCUMULATION, EROSION, - _ / ° °'e o e°oa a ° a / / INCLUDED AS TRASH ACCUMULA110N, VEGETATED COVER, AND GENERAL CONDITION. ~ ~ - _ - / / ° , 'ao o ° ° °a a oo / / i / ~ _ - ,
REVIEW (SEE ITEM 2 ABOVE). IN LIEU OF A PRE-CAST BASE, -THE CONTRACTOR MAY OPT TO - - -
IE . H P I R TO CONSIRUCIING ~ _ / / INV. Ol CAST-IN-PLACE THE AN11-FLOTATION BLOCK IN THE F LD OWEVER, R 0 ~ CHECK AND CLEAR THE ORIFICE OF ANY OBSIRUC110NS SUCH THAT THE DRAWDOWN OF . -t. _ INV. IN - ° ~ _ ~ / , INV. OUT ' _ / ~ ( + ± / / / / / / / ~ EL 67.50 " _ ~ _ - ' / ( / / ~ / / W U
THE CAST-IN PLACE BASE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER P00 OCC R IN 5 DAYS AS DESIGNED. ' EL. 668.00 EL 6~i i I W DENOTING THE FOLLOWING: THE TEMPORARY L U S WITH 2 TO r OR REV E I ti ~ ~ ° / / ~
1 _ _ I i ~ ~ ~ 2. REPAIR ERODED AREAS IMMEDIATELY, RE-SEED THE EMBANKMENT TO MAINTAIN GOOD - ~ i i / I/I I l l /l ~ l 11 ~ _ /
A. IuiINIMUM TEI~iPERATURE AND SHRINKAGE STEEL REINFORCEMENT GETAII COVER ON EM ANKMENT TO MAINTAIN A MAXIMUM HEIGHT I ~ ~ ~ I ~ ~ ~ NNECTION MECHANISM TO JOIN 111E ANTI-FLOTATION BLOCK WITH THE RISER SECTION VEGETAl1VE COVER. MOW VE VE B ~ ` ~ - - ~ ~ ~ , ~ i B. THE CO OF SIX INCHES, REMOVE TRASH AS NEEDED. ~ - ~ I L , I I ~ _ - ~ ~ / f l l l / 1
~ ~ / ~l
5. THE RISER BOX JOINT DESIGN SHALL. CONFORM TO ASl`M C-478. THE JOINTS SHALL BE \ ~ ~ ~ ~ ~ ~ ~ I I _ 3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH BASINS, PIPING, SWALES, RIPRAP, \ \ ~ SEALED USING BUTYL RUBBER SEALANT CONFORMING TO ASTM 990. THE CONTRACTOR SHALL ETC. UARIERLY TO MAINTAIN PROPER FUNC110NING, ~ ~ ~ I I / / { I
PARGE JOINTS ON BOTH THE INSIDE AND .OUTSIDE N11H NON-SHRINK GROUT. } Q _ - ~ ~ Ir ~ ~ - 1 \ ~ ~ / /
D PLAN ALONG THE DAM / ~ ~ / I / NTT-FLOTATION BLOCK IS PRECAST AS PART OF THE RISER BASE SECTION, THE 4. REMOVE WOODY VEGETAl10N NOT PART OF THE APPROVE 1 / ~ ~ \ ~ 6: IF THE A EMBANKMENT, / ~ \ ~ \ /
ENTIRE PRECAST RISER BOX STRUCTURE SHALL HAVE A SHIPPING WEIGHT OF 67,684 LBS. THE _ z I ~ ( (
STRUCTURE WEIGHT SHALL BE THE SHIPPING WEIGHT AND SHALL BE DETERMINED BY SUBTRACTING / / ~ \ - - - T OF THE FACTORY BLOCKOUTS FROM THE GROSS STRUCTURE WEIGHT, THIS 5. REMOVE INVASIVE AND DEAD VEGETAl10N IN THE LITTORAL SHELF AND REPLANT AS / ~ ~ ~ ~ ~ _ ( - _ M _
THE WEIGH 5 TH ENGINEER FOR NECESSARY. , ~ ~ - ' l f INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS UBMITTED TO E v ~ _ _ _ 1 i I _ - TOP of DAM = 6ao.DO _ _ ~ i 1 ~ ~
ACTOR OPTS TO CAST-IN-PLACE THE ANTI-FLOTATION BLOCK, THE / ~ ~ .REVIEW. IF THE CON1R 6, REMOVE ACCUMULATED SEDIMENT FROM. THE WET DETENTION BASIN. SYSTEM SEMI-ANNUALLY i ~ / / } ~ vv - ~ v ~ ~ o--Fr. >~oE MIN.}- - - - _ - - ( { I I
CONTRACTOR SHALL ENSURE THE WEIGHT OF THE ENTIRE RISER STRUCTURE IS EQUAL TO THE R UC D TO 7 a F IGINAL DESIGN DEPTH, REMOVED SEDIMENT ~ - _ ~ ~ ~ / / / / MINIMUM LISTED ABOVE. OR WHEN THE DEPTH IS ED E 5% O THE OR - ~ - , / / / / / - ~i - l l / \ ~ \ \
SHALL 8E DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER ~ / / / /
IT TR H K H P DRAWINGS TO TH£ THAT WILL NOT ADVERSELY IMPACT WATER QUALITY (I,E. STOCKPILING NEAR A WET DETENTION ~ ~ _ ~ ~ ~ / / 7, PRIOR TO ORDERING, THE CONTRACTOR SHALL SUBM AS RAC S 0 ENGINEER FOR REVEW, CONTRACTOR 5HALL ENSURE THAT. AN ACCESS HATCH IS PROVIDED WITHIN BASIN OR STREAM, ETC.}. '
~ 11-1E TRASH RACK 5EE DETAIL FOR LOCATION} THAT WILL ALLOW FOR FUTURE MAINTENANCE - ~ ( - _
TION REPORTS T PT Y 1 ACCESS. CONTRACTOR SHALL AL50 PROVIDE A CHAIN AND LOCK FOR SECURING THE ACCESS 7. PERFORM ANNUAL INSPEC110N OF THE POND (ANNUAL INSPEC Q BE KE B -
HATCH.. THE OWNER}, PRIOR TO INSPECTION, NOTIFICATION MUST BE GIVEN TO CITY OF CHARLOTTE STORM ' ~J..~= WATER SERVICES.. ~ ' _ /
BE MINIMUM 30D0 PSI 28 DAY UNLESS OTHERWISE NOTED. _ -~c ~ J / / f"""~ 8. ALL POURED CONCRETE SHALL ( } / / _ _ - \ I \ \ \ \
y _ _ / / / i ~F ~ ~ LOCATION OF VERTICAL ' - - - " - / /
~3. GEOTEXIILE FABRIC FOR THE 48"~ OUTLET BARREL JOINTS 5HALL BE MIRAFI 180N OR / ENGINEER APPROVED EQUAL (NON-WOVEN FABRIC}, FILL MATERIA 5 SHALL ERFORMED TO VERIFY THAT THE SEDIMENT DEPTH MARKER - / ~C / / 1. TESTING OF THE NEW L BE P ~ ~ / '°°,j
CONSTRUCITON. THEREFORE ONE (SEE GENERAL NOTE 7}- . _ - - RECOMMENDED LEVEL OF COMPAC110N 1S ACHIEVED DURING _ ~ / /
iD. STORMWA1rR WET POND EMERGENCY DRAWDOWN IS 1~A AN 8"~ PLUG VALVE, THE VALVE DENSITY TEST SHALL BE PERFORMED FOR EVERY 2,500 SQUARE FEET OF AREA FOR EVERY LIFT ~ , ~ ~ - - - - ~ ; / SHALL BE A MOH STYLE 820 X-CENTRIC VALVE OR APPROVED EQUAL THIS VALVE IS IN OF FILL ~ - - _ _ - - - / /
WITH AWWA C-504 SEC, 5.5 AND SHALL BE OPERABLE FROM TOP OF OUTLET , ~ / N ~C~ORDANCE ~ . ` 8" PLUG VALVE. THE VALVE SHALL BE A / / / PERMANEN1~04T~ T~STRlJC1l1RE , - _ ~ \ ~ ~ ~ ~ ~ / / -
STRUCTURE VIA A HANDWHEEL (SEE DETAIL SHEET SW-1B). THE CONTRACTOR SHALL PROVIDE A 2, TESTING WILL BE REQUIRED ALONG THE 48"~ 0-RING OUTLET BARREL AT A FREQUENCY OF ~ ~ MBcH STYLE 820 X-CENTRIC VALVE OR- - - - , ~ / / / / SHAPE = SOUARE~ _ \ \ \ ~ ~ ~ / ( ) / / fNTERNAL DIMENSIONS = 6 FT. x 6 FT. \ ~ ~ ~ ` , , /
REMOVEABLE VALVE WRENCH WITH A HANDW'NEEL ON TOP FOR OPERA110N OF THE 8"~ PLUG ONE TEST PER 25 LF OF PIPE. PER VERTICAL FOOT OF FILL. `APPROVED EQUAL THIS VALVE SHALL BE IN ' / ~ ~ / a VALVE. A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING THE WRENCH TO THE ACCORDANCE WITH AWWA C-544 SEC. 5.5,_ _ - ~ / ~ TOP OF RISER = EL. 677.50~~ ~ ~ ~ \ ~ ~ \ 1 ~ ~ ~ 1 (
TRASW RACK. 3, TEST OF THE DEGREE OF COMPACTION OF THE PLACED FILL IN THE DAM SHALL BE ~ AND SHALL BE OPERABLE VIA A HANDWHEEL. , ~ / / / / / INVERT (N (3.0"d SIPHON) = EL. 673.50- ~ ` \ ~ ~ ~ ` ~ - ~ /
PERFORMED AS A PART OF THE PERMITfEE'S NORMAL QUALITY CONTROL PROGRAM FOR THE ~ ~ , ~ / / / / ~ ~ ,INVERT OUT (48"4 O` RING RCP) = E~6n7.0 . ~ ^ ~ \ \ ~ ~ _ \ ~ ~ /
CONSTRUCTION OF THE DAM. lE5TS SHALL BE CONDUCTED CONCURRENT WITH THE INSTALLA710N _ _ _ _ - - , ~ ' / i o OF COMPACTED FILL AND THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE DAM ~ ~ , > ~ , SWIM BUFFE~2~ ,WIM f3UFFE~2 / ~ , / / / 7- ~ ~ i// / ~ - ~ 1` ~ ~ 6S ~ / / /
c~oaear~;re"t"m SO THAT TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT THE ~ 3 LF 8 4 DIP ~ 1.5% / ~ / / / 96 LF 48"~ 0-RING RGP ~ 1.0 ' \ ~ ~ . \ ~ ~ ~ 1 ~ / /
~1Q1~~ SPECIFIED DEGREE OF COMPACTION HAS NOT BEEN OBTAINED; THE PORTIONS OF THE DAM ~ / / REPRESENTED BY SUCH TESTS SHALL. BE REWORKED OR REBUILT. ALL PORTIONS OF THE DAM - _ _ ~ ~ ` ~ 1 / / / / f (JOINTS WRAPPED IN GEOTEkTILE FABRIC} ~ - _ ~ \ \ - ~ ~ ~ - ~
ux~: ,F CATER ~ _ \ , a, ,~„„y-~~,n;,,;~n~~yi~~ SHALL ACHIEVE THE 5PECIFIED MINIMUM DEGREE OF COMPACTION. ~ / ~ ~ / ;.n \ ~
~ \
~ / / _ _ P ~~~se __...._._~..._......._._._--w......._. / o ~ _ ~F PANS i / ~ \ / / / / /%i . SEEPAGE DIAPRR G \ , / ( ~ ` _ / /
/ ~I~t Pond \ \ - / / / / , (SEE DETAIL SHEET SW-1C)~ .AVA VA1 ~I~ ~ { { - - _ _
o ~ ALL REQUIRED MAINTENANCE AND INSPEC110NS OF TT~IS FACILITY SHALL BE THE RESPONSIBILITY \ \ \ I ~ PrO~OCt Naf71e: SICVpI' L~11CIItlg Phase ~I OF THE PROPERTY OW'NER'S ASSOCIATION, PER THE EXECUTED OPERAl10N AND MAINTENANCE \ \ ~ , I ~
~ ~ Uence {B: AGREEMENT FOR THIS FACILITY. \ \ ~ ~ ~ ' ~ , - ~ I~ ~ /ii%~'~\~.~ ~ l~/l( . ~ _ ENDWALL PEAR NCDOT STD. 83i~.80 ( I I Imo- I / I ' - - - - - - - -
~ ;Se \ ~ \ 4~~--- I 3 Surface Areas . 37,880 \ ' - / ~l ~l( (SEE DETAIL SHEET SW-1 C) I I ~ L(I I ~ ` \ L I I ( I I ~ ~ ~ A\v~ ~~Il ~//j! IN ~ ouT (4a"~ a-RIND RGP) = ED. s6s.~ o III{ I/ (II ~ ~ ~ - - - - - _ ,
li l//ww~~ ~ . I l I III ~~I ~ ~ _ _ _ _ ~ ~ ~ ~
Drama e Area acres : 35.3 ~ ~ ~ . , _ ~ ~ ~ _ / \ ) III , _ \ \ _
Land USelDevelo went T e. Office /Warehouse ~ ~ ~ \ / \ ~ I I \ _ `I \ ~ ~ PR07ECT N0. IBC-OH03O
N Percent Bullt-tJ on Area. c ~ \ \ ~ ~ / \ l 1 1 ~ ~xr~:1BC08030-S~r~1
~ Permanent POaI De th ft.: 6.5 _ - _ ~ ~ ~ RIP-RAP APRON, \ ~ / ~ ` I DESicx~n HY: JCD
ca Fareba Permanent Pool De th ft.. 6.5 _ ~ ~ ~ ~ \ - ' \ ~ NCDOT CLASS B \ \ ' ' ~ I - -1-
I-IUw Ulvelle riesei ~ rnv . iv ~ ~ ~ \ I MINIMUM UIMtNZ51UNa: OU LA-t/- VYALL \ \ 7 1 / ~)I JCD
Regulated By. PCCO - Central Catawba (SEE DETAIL SW`1B} SCALE: 1 „=30'
Treatment Effectiveness: TSS Only \ \
C NC State Plane X eastin : 1416291 G GRAPHIC SCALE DAM 7-17-2009 EXISTING WETLANDS 30 o 15 30 s~Er Na.
NC State Plane Y northin 528701 ~ TO REMAIN .
G W 1A
G 1 inch = 30 ft,
FaMcADAMS
U FINAL DRAWING NOT RELEASED FOR CONSTRUCTION
i;

° z U
F 1 ~ ~ ~ ~ ~ ~
TOP OF DAM = 680.00 10.0-FT. WIDE MIN. a ~ z 1
TRASH RACK (SEE DETAIL SHEET SW-1C) ~ ~ o
TOP OF HANDWHEEL TO EXTEND APPROXIMATE EXISTING 1-FOOT ABOVE TRASH RACK GROUND SURFACE v ~ ~~z
COMPACTED BERM SECTION (SEE SHEET SW-1 A} w ~ ~ ~ z
~ o~~
TOP QF D PROPOSED GROI; 'ROPOSED GROUND SURFACE ~ 0 ~ B ;
T CONSTRUCTED IN 3 CONCRETE COLLAR (0 BE 3 W ~a ° ~
THE FIELD BY THE CONTRACTOR -SEE 1 _ -1C ~ ~ - - - - - 1 ~ ~ U i ~
DETAIL SHEET SW ) - TOP OF RISER = EL. 677.50 - o ~ ~
~ ' aa~ f MINIMUM 1 ENDWALL PER NCDOT S76. $38.80 ~ ~ w W o
MINIMUM 1 _ m OF COVER -
NORMAL WATER SURFACE = EL. 673.50 10 - - - OF COVER (SEE DETAIL SHEET SW-1 C) ~ W ~ zz~~
3.0"~ PVC SIPHON - o Z
INVERT = 673.50 a" - o / ~ I - SIPHON TO EXTEND 6" FROM ~ - I ~ RIP-RAP APRON a ~
EDGE OF RISER AND ELBOW 90' - - NCDOT CLASS "B" b ~ ~ MINIMUM DIMENSIONS; 30'LX42'WX22" ~ ~ ~
TO 6" BELOW NORMAL POOL - (5EE DETAIL THIS SHEET) w ~ o
96 LF 48"4 4-RING RCP 1.0%-"' ~ ~ ~
s ~ 4 4 a: L. •4 'a d: 4 a Q 0 da ~ .d dd d ~ ~ 4 ~ G~' a , d d 4. ~ d 9 ~ a d ~ ~ ~ ,a •d d. .4 a a 'a 4Q, d a d~ a a_..a a d d ..o~-.-...- da
" ~ a .Q as ~ d a•~ .a ° ~..a d~.. a ~ 'e ~ 4' ,aa. da d ~ d a.. e dl _ 667.aa 4 d, a.. d a a' _ a s a d a 'a a a a L4 . d q a a 'd a y a a. d INVERT OUT EL Q. a ~ a a.
a 4 '.a a e d •e .4 Qa ~0 d ddad: a a dd`~dQ d~ 4'b• d a J
v~ .4 o, a d • d - .•d a e a. D 4 °'a . a a, a 'a I111i111tCIF11j~1
e' .a' a. a• ,•a' ' . " • ° . ' ' a e a' INV. OUT = 667.00 1 1 0 0 0 0 cA~o~
' ` . • • . ; a • a CONCRETE CRADLE • 1 1 D D D D D o4~fl~'~~SS/' ./~/r,~r
• ..a • ~ - (SEE DETAIL SHEET SW-1 C) .~Q~O •~,Y-y
NON-WOVEN GEOTEXTILE FABRIC SHALL BE SEEPAGE DIAPHRAGM INV. OUT = EL 666.00 4
8" PLUG VALVE. THE VALVE SHALL BE A PLACED AROUND EACH JOINT OF THE 48"~ M&H STYLE 820 X-CENTRIC VALVE OR 0-RING RCP BARREL IN 2' WIDE STRIPS (SEE DETAIL SHEET SW-1C) ('y
APPROVED EQUAL. THIS VALVE SHALL BE CENTERED ON JOINT. `~,(~~~lj I NG~~4~} `V,
IN ACCORDANCE WITH AWWA C-504 SEC. 5.5> AND SHALL BE OPERABLE FROM TOP KEY TRENCH ``'~,~/~`~'R C,~ V W
OF OUTLET STRUCTURE VIA A HANDWHEEL. (SEE SHEET SW-1A FOR NOTES CONCERNING '~'innnuiii
{ KEY TRENCH AND EXISTING TOPO} k
P~ NT D~VT CRASS S~CTI4N
N.T.S.
10.0'
CONCRETE
8" PLUG VALVE. THE VALVE SHALL BE A ANTI-FLOTATION M&H STYLE 820 X-CENTRIC VALVE OR 7.0' BLOCK
APPROVED EQUAL. THIS VALVE SHALL BE IN TOP OF DAM = EL, 680.00
ACCORDANCE WITH AWWA G-504 SEC. 5.5, 6.0' AND SHALL BE OPERABLE FROM TOP OF • ~
OUTLET STRUCTURE V1A A HANDWHEEL. v~
NOTES: CONTRACTOR SHALL PROVIDE A MEANS FOR OPERATING THE 10 ~
1. TRASH RACK NOT SHOWN FOR CONTRACTOR SHALL PROVIDE ' e 9. a • : 4 •d.a ' ,e ' . •Q. STEPS IN ACCORDANCE WITH CLARITY. 3' VALVE FROM THE TOP OF THE BERM. PRIOR TO AQUATIC SHELF ~ FOREBAY BERM CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE (SEE SHEET SW-1LS) I
• < • ~ .d ~ . ^ NCDOT STD. 840.66. STEPS 3. a DESIGN ENGINEER WITH SHOP DRAWINGS FOR REVIEW
2. CONCRETE ANT{-FLOTATION BLOCK TO 'a .A SHALL BE PLACED AT 16" O.C.
BE PROVIDED WITH MINIMUM d a , . 'Q • (SEE DETAIL SHEET SW-1C) TEMPERATURE AND SHRINKAGE STEEL . • .4 HEADWALL o
REINFORCEMENT. , ~ a INLET TO POND TOP OF HANDWi TOP OF HANDWHEEL TO EXTEND 3
1-FOQT ABOVE 3. CONTRACTOR SHALL CORE-DRILL THE 1-FOOT ABOVE BERM 1~ ~
HOLES FOR THE 8"~ DIP PIPE AND 3"~ ° .a' ENERGY D(SSIPATOR _ Q ~
SIPHON IN FIELD. PRECASTER SHALL OMIT 48"0 0-RING RCP REINFORCEMENT !N THIS AREA. 35° WEIR U p Z
o a o INV = EL. 667.00 n INV. = EL. 673.5D _ a sx O
4. CONTRACTOR SHALL SEAL THE PIPE o ~ ui FLOW QWU
PENETRATION FOR 1HE 8" ~ DIP USING A ~ TOP OF FOREBAY BEF RUBBER BOOT AND STAfNLESS STEEL 7F FOREBAY BERM = EL 674.50 Z ~ x
HARDWARE. d NORMWAL WATER SURFACE = EL. 673.50 EL. 673.50 NORMAL WATER SURFACE = EL. 673.50 ~1. I Q
5. PRECASTER SHALL PROVIDE A BLOCK 8" ~ DIP TRASH RACK ' c a
2 ~ OUT FOR 1HE 48"~ 0-RING RCP (SEE DETAIL SHEET ~ ,E . a. O O O 2 2 2 -10~ I , Hvz r-- NCDOT CLASS B RfPRAP ~ ~ I ~
SW-1C) a. o a a 1 FQREBAY FOREBAY 11 ~1 15" MIN. DEPTH .MAIN POOL 1~- I- q o W I (d50 - 8) ~ ~
9 e. . a a,
' : a e CONCRETE COLLAR D ~ D I ~ ~
~ : a' • . e (TO BE CONSTRUCTED IN 1HE FIELD BY THE FOREBAY DRAIN INV. - ~ ~ 3AY DRAIN INV. = EL 668.Op 33 LF g^~ IP ~ ~ 5~ FOREBAY DRAIN INV, = EL. 667.50 I-'~ I ~ x
TOP OF HANDWHEEL TO EXTEND CONTRACTOR - - MAIN POOL INV. = EL. 667.00 W U
1-FOOT ABOVE 1RASH RACK SEE DETAIL SHEET SW-1 C) FOREBAY INV. = EL. 667.00 - - z
- 0 = i ivi i ~ i ~ ~i = =i i i~~ i i= ?-I i =I _=I =
-ii ~ i i ~ ~ ~ ~ 8" PLUG VALVE, THE VALVE SHALL BE A
M&H STYLE 820 X-CENTRIC VALVE OR
7.0' 7.0' CONTRACTOR SHALL PROVIDE CONTRACTOR SHALL PROVIDE APPROVED EQUAL. THIS VALVE SHALL BE IN ACCORDANCE WITH AWWA C-504 SEC, 5.5,
R GE WI1N STEPS fN ACCORDANCE WITH STEPS IN ACCO DAN AND SHALL BE OPERABLE VkA A HANDWHEEL.
6.0' NGDOT STD. 840.66. STEPS 6.0' NCDOT STD. 840.66, STEPS SHALL. BE PLACED AT 16" O.C. SHALL BE PLACED AT 16" O.C.
5W-1G (SEE DETAIL SHEET SW-1 C) (SEE DETAIL SHEET )
BAY BERM D~~~II.S ~r~T PC}N~ CRt~S p
. N.T.S,
TOP OF RISER = EL 677.50 e 6.. MIN. WALL
( } 6" MIN. WALL ~ THICKNESS TYP.
THICKNESS (TYP.}
3.0"~ PVC SIPHO a INVERT = 673,50 ° ~ ~
CONCRETE COLLAR ° d~ (TO BE CONSTRUCTED IN
THE FIELD BY THE U f
3.0"~ PVC 51PHON CONTRACTOR - ' ~
U (NVERT = 673.50 a SEE DETAIL SHEET SW-1C) NCDOT CLASS "BM RIP-RAP
° ' ~ 4. o 3O'L x 42'W x 22" THICK
0 GUIDE STEM (lYP) 35 LF MIN n a
t~
~ a' TOP OF HANDWHEEL = EL. 675.50
d a " ~ DIP TRASH. RACK 48"~ 0-RING RCP _ „ 8 ~ TOP OF BERM - EL. 674.50 42'
48 d 0-RING (SEE DETAIL SHEET SW-1C) INV = EL, 667.00 ~ O •4 RGP WEIR INVERT = EL. 673.50 a a 1 0 12 ~ ~ D 48"~ 0-RING
d ~ •a FLAW 2 - 'A r~^
f ~ 8" ~ DIP DRAIN ~ O O RGP
G ~ INVERT = 667.25 ° 0 - ENDWALL PER 30' ~
L " - r. a •.d I_- ~ I NCDOT STD, 838.80 PLAN YER OF I- ~ I (SEE DETAIL SHEET 22 LA
h - 4. 4 CLASS 'B' RIP-RAP '
. a u'; •a. :e e FOREBAY DRAIN INV. - tL. 668.00 q d .d.. a.• . e t1 is " ~ •a•a ' a, ° . e - a ,d;, a#"'..d •,ab••'.. ,4..; 8 ~ DIP TRASH RACK sa, • : ~c' a.: .••o.' _ - - - SW-1 C} RGP O-RIN ~
> 'a , • ~ . . ' • • Q;e ' e a (SEE DETAIL SHEET SW-1 C) • e ' d ~ d d°.•, . ; .a <; BOTTOM OF POND - EL. 667.00 ~ ° d. L - -
o L e d ? a a ' a.., o' .•ar y .Q e~, N 1 FT. A i FT. ABOVE I I ~ I
a FOREBAY 'J a. n~•• a e e d " FOREBAY BOTTOM ~ I i ~ i 4" FILTER BLANKET 9
~ a - ' a ' < ~ ' a :e • , , 8 4 DIP FOREBAY DRAIN SECTION A-A
N a a , 4. 'a d e ,a ~ - 4 as a ~ 3 .a a a a. d ° a NCDOT CLASS "B" RIPRAP NOTES; FILTER BLANKET (SEE NOTE)
j r 15" MIN. DEPTH 1. A FILTER BLANKET IS TO BE INSTALLED BETYVEEN
~ CONCRETE (d50 = 8") THE RIP RAP AND. SOIL FOUNDATION. THE FILLER BLANKET WILL CONSIST OF A MINIMUM 4" THICK
ANTI-FLOTAl10N LAYER OF STONE (~57} UNDERLAIN WITH Pxo~ECT xo: ' jBC-08030
BLOCK 10.0' N CONTRACTOR SHALL FOR 10'0 GEOTEXTILE. ~x~: igcoao3o-sw~ L~
' `INVERT OF R15ER SIRUCTURE DESIGNED BY:' ~(',p
TO DRAIN P05111VELY TO CONCRETE 8" PLUG VALVE. THE VALVE SHALL BE A ANTI-FLOTAl10N INVERT OE OUTLET BARREL M&H S1YLE $20 X-CENTRIC VALVE OR
_ ?i nrtt nueRri av I(`I1
USING NON-SHRINK GROUT APPROVED EQUAL. THIS VALVE SHALL BE IN
ACCORDANCE WITH AWWA C-504 SEC. 5.5, SCALE, N.T.S.
AND SHALL BE OPERABLE FROM TOP OF OUTLET STRUCTURE VIA A HANpWHEEL. a
c~FOREBAV RE'''pprygq 'q1M M ABM WEIR DEMAUS OUTLET BARREL VELOCITY DISSIPATOR DATE. 7-10-2009
N.T.S. N.T.S. N.T.S. sBEET NO.
l sw-lB ,
ca N.T.S. [ZS: U~~ADAM
U DRAWING -NOT RELEASED FOR CONSTRUCTION FINAL

i NOTES: 8'-1" ~
GRADE 8 STAINLESS STEEL CONCRETE z 1. ENDWALL SHALL BE CAST 4TH 4" 4'-11. " 0.. ~ WEEPHOLES AS SHOWN IN THIS DETAIL ~ '
~ o~ LAG SCREW FOR TFiE SEEPAGE DIAPHRAGM OUTLETS. ~ w ~ ~
~ ~ NOTES: ¢ ~ ~ . ~ ~ q 2. 4" WEEPHOLES TO BE PROVIDED WITH ~ ~ z
~ ~ ~ 7HIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWIND H O (p ~ o VARMIT GUARD ON DOWNSTREAM SIDE (Ya" 48"~ s~
~ ~ ~ ~ W1 (FT•) ~ D S STANDARDS: 638.21, 838.27, 838.33 AND 838,39, O Q p.~ ~ C- O ~ -ate ~ * LL PREGAST ENDWALLS WITH WZNGS AND FAY ~ ~ ~ z INSTA ~ ° " MAXIMUM OPENINGS). VARMINT GUARD 0-RING o ~ z
s-i~-~ D 'I FOR IN ACCORDANCE WITH SPECIFICATION SECTION 83B. hU,ZQS 1Z" X 3" X ~ GALVANIZED STEEL STRAP ~ D _._._~__-r usE 4ooD psI CONGRETE• (4 PER MANHOLE JOINT} ~~yc~m d F SHALL BE HAVILAND BRAND STEEL FINGER 4"~ PERFORATED ADS RCP ~ ~ ~ ~ ~ ~ TYPE OR ENGINEER APPROVED N-12 (CAPPED ON ~ w z v
~ y 1.0"i i~'O~ * PROVIDE ALL REINFORCING STEEL WHIDH MEETS AS7M A515 ~ ~ Q W 4 EQUIVALENT. UPSTREAM END} SPILLWAY
~ ~~ta ~ ~ -_i I FOA GRADE 50 AND WELDED WIRE FABRIC CDNFORMSNG ~ ~ 4 - . ~®H ,y I 'I _ TD ABTM Ai 65 wlrH 2" MIN. cLEARANGE. Z 3, NOTE. RISER JOINT TO HAVE AN 0 RING FILTER DRAIN PIPES ~ ~ ~ ~ ~ p a~ B
~ ~ ~ ~ - - ~ - o I * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH ~ GASKET (ASTM C-443} AND BE MADE ' D D ` - ~ ~ H2 OSHA STANDARD 1926.704. N ~ TIGHT WITH ANON-SHR{NK ~~o ~
~ i I. Hz I a WATER ^b ! ~ * PIpE TO BE GROUTED INTO HEADWALL AT JOB SITE BY ~ w US GROUT ON THE IN51DE AND ' cslRCp i J._ I I a CEMENT1110
- 7- H1 Hi: ~ CDNTflAC7OR Z IaS i _ a ' ~ I I * ALL ELEMENTS PREGAST TD MEET ASTM 0913. OUTSIDE. ~ ~ v
~ ' ~ II w ~ " WELDED WIRE FABRSD MAY BE SUBSTITUTED FOR REBAR T• _ - ~ IS PROVIDED. i _ . REA OF STEEL I ~ .L '-L S 7HE SAME A AS LONG A ~ ~ G1, p"
_ ' - - - ~ - - -i 1'-0"j 'L- - ~ - * CHAMFER ALL CORNEAS 1" OR HAVE A RADIUS OF 1"~ ~ G7 ~ ~ a o
a-, ~ o ~ ~ ~ z ~ ~
8" O.G. (TYP.) B ~~-REFER TO CHART W RiS~~ ~lJllr 1 ~~1'}.tL X o ~
~ Y ROAEBAR BIZERT FDA BAR SIZE NOTEt THE MINIMUM BAR SIZE SHALL 8E #5 BARB F TRACTOR WILL HAVE THE OPTION ~ ~ ~ N.T.S. ~ ~ AT 8' CTS.THE CON TO INCREASE THIS BAR SIZE AS NEEDED. ~ ENDWALL PER NCDOT STD. 838.80 N0. 57 WASHED STONE ,a ~ ~
~ E.VATIN ST'S ~ H~ c~~ (SEE DETAIL THIS SHEET} MODIFIED ENCASED IN NON-WOVEN ro P.~ ~ ~ ~ $ U ~ TO INCORPORATE 4" WEEPHOLES FILTER FABRIC (M{RAFI
r zA, z H~~ 180N OR ENGINEER ~ ~ ¢ ~
mz ~Wa 9.66' APPROVED EQUIVALENT) ~ ~ ~ '
~ ENDWAI.L ~IENSTONS _ ~ "a ~ a li3 ~ ~ p PROPOSED GRADE ~
- ~ W2 (FT_)-_-__. F7. MINIMUM MIN.IMAX.j MIN.IMAX. MIN,IMAX,~ MIN,IMAX.~ MIN•1MAX. ~ N--~------------
~ ~ I E DIR. 9AR SIZE Ht(FT.} ~ N2(FT,} D (FT.) ~ w1 I w2 ~ ~ h ~ ~ ~ i PIP i i Q ~ ~ 5,8D' I ~ c ~ ~ j~ 1.0 #5 @ 1.2512,00 12.0013,75 1,2511.75 ; 3.0013,75 ~ 5,50)6,00 ~ ~ ~ ENDWALL PER NCDOT STD. 48"~ 0-RING RCP
I ~ } -...-----1-----..._ ~ ~ F I v ~ I ~ - ~r 1.25 #5 @ 1.2512,00 3.0013,75 1_2512.00 ! 3.50/3.75-6.50/6.75 _ _ 838.80 SEE DETAIL THIS
Chi ~ ~ - ' ~ ~ r TV_,_ __1,50_#5 @ 8" 1.25/2.00 3.0014.25 1.5012,50 3.60/3.75 6,5016.75 UJ ~ N 1.93' III-1 I I-1 I=1 I I=111-1(I--_ } ( 4.0' 4.0' t,u u, u, _ _ _ SHEET MODIFIED TO `+r
~ ~ % ~ - - j 2,0 #5 @ 1.6012.50 ~ ~ OD14.75 1.75/2,50 4.DOJ4.25 7.50/8.25 Z ~ r ~ I-~ I 1-1 I I I- _ - I _ INCORPORATE 4" WEEPHOLES CA~C~/'.'~.
m N ~ jp ! 2.5 #5 @ 8"` 2,5013,50 ~ 4.00!6.00 2,00/3_00 i, 4_501-5,50 1,10,40111_50 to ~ ~ ~ I I ~ ~ 0 X5,00 6,00 2,7513,5D ~ 5,2515.75 ~ 11,50(1L75 ~ , III=III= ~~o~.oFESSio•
~ 3.0 #5 @ 8 3,0013.5 ~ 1 ~ e,,1 ;,ry i I \ r'' ~ 6,0016,75 3.25(3,50 6.00(6.75 12,00113,25 ~ ~ ~ ~ - _ _ ; ' o .n a 5; Q ~ 3.5 #5 @ $ 3 ~ 25/4.50 ~ =1 I I=11 ~-~117 I ' .~Q~ ~s s
I ~ .50 7.00 3.2513.50 6.50/6.75 113.00(13.25 ~ ~ (2) 14.14 LF ~ ~ ~ ~ 4.D #5 @ $ 3.50/4.50 16 / i a. 4 _ 2"X2"x1/4" ANGLE 4 3~
~ a~ 4.5 #5 @ 8"4.0015,00 i 6.5018.50 3.2514,00 7.ODJ9.25 13.50115.75 m - 48"~ I UF•~NG ~~,r1~
#5 @ B" 4.5015,00 7.001$,5D 3,2514.00 I 7.2619,25 ~ 13,75115.75 5.D 0-RING RCP I yN'••........ ' 4 ~ ;
" 4,50 5.00 7,5018.50 3.25)4.D0 7,25(5.25 14.00)15.75 ~FER C.',~~ ~
! g" -4.5015,00 7.5018,50 3.2514.0 7.75/9.25 j 14.75/16,75 s,D #5 @ 0,97' (TYP.) FLOW ~ I 83.5" 'ln,,,,,,,c~''
EET 1 OF 1 SH , r -
~sr,EET 1 ~ ~ ~ ~ 9.66' 5.80 1.93
- NOTES: _ _ 1. ALL REBAR TO 8E #4 REBAR. .R.
2. ALL REBAR AND ANGLES TO BE ? BE 1' MIN.
PROVIDED WITH AN - _ GALVANIZED AND BE N.T.S. _ TING. 1 WITH AN
EPOXY GOA 3. THE HOT-DCPPED, GALVANIZED 'ED
2"x2"x1 4" ANGLES SHALL BE WELDED TO / WELDED TO 4"~ WEEPHOLES ON
z THE REBAR TRASH RACK. ONCE WELDED, _ THE ENURE ASSEMBLY SHALL BE PLACED .E WELDED EACH SIDE OF 4"~ PERFORATED ADS BE PLACED N0. 57 WASHED STONE SPILLWAY N0. 57 WASHED STONE N_12 CAPPED ON
ONTO THE RISER WITH ANGLES 51TTING NOTES 51TTING ENCASED IN NON-WOVEN ENCASED IN NON-WOVEN UPSTREAM END) SPILLWAY
SHALL PROTRUDE 4' FROM INSIDE FACE OF STRUCTURE WALL ED THE CONTRACTOR HAS FURNISHED ¢ ~ DIRECTLY ON TOP OF RISER, F ALL STEPS FIGURATION DR MATERIALS FROM THOSE SHAWN MAY ALSO BE USED PROVID STEPS DIFFERING IN DIMENSIONS, CON FROM THE ENGINEER FOR THE USE OF SUCH STEPS, zl-3 FILTER FABRIC (MIRAFI 18DN FILTER FABRIC (MIRAFI 180N FILTER DRAIN PIPES OR EQUIVALENT 4"~ PERFORATED ADS OR ENGINEER APPROVED
THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL ) N-12 (CAPPED ON EQUIVALENT) ~ UPSTREAM END) SPILLWAY ~ ~
~ ?~r~n= 0.97' (TYP.} 1' ~ W¢Z~= FILTER DRAIN PIPES ~ ~ I cn
~~Q~L~ P6 ~vIJ1 DJ111 J,i1~L14i ~L'iliil~/ ~
I 1' ~ ro ~ ¢ ~ ~ THE BOLD /DASHED LINETYPE FABRICATED HINGES FOR z-~ DENOTES THE ACCESS HATCH w N.T.S. G~i
~ ( m ~,i,,•Od TO BE PROVIDED BY THE THE ACCESS HATCH
~ on~~ FABRICATOR ~ ~ ~ H TRASH RACK ~ I SIS' t-> (SEE SHEET SW-1 A, OUTLET
q STRUCTURE MATERIAL ANCHOR TRASH RACK TO RISER WALL DER WALL o
SPECIFICAT10N5, NOTE 7) WITH FOUR EQUALLY SPACED HOT-DIPPE PLAN # i HOT-DIPPE ~ EACH CLAMP cat
N SIDE GALVANIZED STEEL CLAMPS. EACH CLAMP PLAN ~ SIDE ELEVATIEN ATTACHED TO RISER BY 2-4"x1/4" 'r"x1 ~4" ~ ~ p
ELEVATINN _ ~ 0._ CONCRETE ANCHOR BOLTS EACH CLAMP ACH CLAMP 71.5" ~JO-jF~:.
~ W TO BE COATED W/ AN EPOXY COATING. tL T RAN F- ~ CAS I .Y COATING. i. TRENCH TO BE BACKFILLED AS SPECIFIED IN THE U
14 1/2' ~ SPILLWAY PIPE SUBGRADE SUPPORT AND BEDDING a ~ O SPECIFICATIONS. MINIMUM OF 2 FEET COVER MUST
Z r-o' ELEVATIEN ~ W 2.oT CAST IRI~N ~ ~ BE PRESENT ON 48"~ RGP BEFORE DRIVING OVER ~ ~ `
~ ELEVATINN ~ ~ • CONTROLLED LOW HEAVY EQUIPMENT. ~ ~ v
q (2) 14.14 LF 0.5' 6" STRENGTH MATERIAL ~ x „ TYP 2. CONTROLLED LOW STRENGTH MATERIAL (CLSM)
~ 2"x2"x1 4" ANGLE . q U / 2.0' 13116' ' 48 ~ 0-RING (PLOWABLE FILL) SHOULD BE SUPPORTED BY BLOCKS ABOVE THE BASE ~ ~ ~
~ ~ #6 BAR I1R Q ~ _ RCP (MODIFIED OF THE TRENCH SUCH THAT THE THICKNESS OF THE p O BELL & SPIGOT} CLSM IS AT LEAST 8 INCHES. ~ U Z
#8 BAR q ~ - 8 3/4' m 1 1/4' - 1. ~ a GALV'D, Z 0.75'
1/4' ~ ~ POLYPR PY ENE F- 3. THE CLSM SHOULD EXTEND .ALONG THE SPRING Q ~ ~ .;.-0 ~ O
5/8' ~ PLASTIC ~ ~..1 M \ h ~ LINE OF THE PIPE.
~ ~ t'7 0.97' ~ <L (TYP.) 9 ~ . , ~ ~ ~ 4. THE RECOMMENDED COMPRESSIVE STRENGTH OF + ~
~ ~ H z THE CLSM IS 1500 PSI. ~ a: < t
PAN SIDE ~ 1,z' SIDE ELEVATIDN ~ Q N , ELEVATION PLAN z (I~IN.} ~ w ~ 44 ~A q 4 d, Q $
i/8` I ~ ~ til ~ ~ COMPOSITE ~ • + . ~ G '
~ m REINFORCING STEEL #3 DEFORMED 7.73'
1/4' STEEL ROD NOTE' MIN
' P" ~ NQT TO BE USED IN T1 DFi SECTIEN A-A 12' SANITARY SEWER MANHOLES. SNEE
ELEVATION 840.66 ELEVATION
CRADLE ~R~SS-SECZ`ION DE'TAII.
K TRASH RAC N.T.S. N.T.S.
CR ACC
N:T.S.
8"~ D1P DRAIN PIPE CONTRACTOR SHALL CORE-DRILL
THE HOLE FOR THE 8"~ DIP IN NOTE:
THE FIELD. PRECA5TER SHALL 1. ALL REBAR TO BE #4 REB~ TO BE ~4 REBAR,
OMIT REINFORCEMENT iN THIS a AREA
REBAR PERIMETER FRAME 0 94' 7.0'
CENTER TO CENTER) ( 3000 PSI CONCRETE COLLAR
3" ANCHOR DEPTH (MIN: 2B'DAY STRENGTH).
6" MIN. WAIL
4" x 4" 6/6 WELDED WIRE THICKNESS ~ " 6 6 WELDED WIRE a „ 4 x 4 / ALL 8" PLUG VALVE. THE VALVE FABRIC (EACH SIDE & TOP OF a FABRIC EACH SIDE & TOP OF 6 MIN. W 3" CLEARANCE TO TO OUETSIDE OF
CONTRACTOR SHALL SEAL THE PIPE ( a a a, SHALL BEAM&H STYLE 820 CAGE) ATION USING A RUBBER BOOT THICKNESS X-CENTRIC VALVE OR OUTSIDE 4 REBAR #4 REBAR ANCHORS #4 REBAR)
PENETR GAGE} r AND STAINLESS STEEL HARDWARE APPROVED EQUAL. THIS VALVE ' CONTRACTOR SHALL " • • ~ • ° ' DRILL INTO PRECAST 5.5" CENTER TO
' SHALL BE IN ACCORDANCE n 4Q ' ~ 3" CLEARANCE TO STRUCTURE WALL AND CENTER -
WITH AWWA C-504 SEC. 5.5, a ~ 'a • • ° SHALL BE OPERABLE ~ ' ' ` ~ OUTSIDE OF ~4 REBAR) SET ANCHORS USING ~
a. AND 6" (TYP.) d FROM TOP OF OUTLET ' ' ' EPOXY GROUT
• „ STRUCTURE VIA A HANDWHEEL, . ' o I 6 (TYP.) 48"~ O-RING
~ 2.03' o o • a 5.5' a4. 48"~ 0-RING 4' 4 RCP ~
:7 0 2 LF o 2.8a' ~ - L CI RCP ~ ~ d'
a"~ DIP ~ . ..d
rv ~ ~4 p l ~t 4
~ „ ~ 'e. • .4. ~~Y.4• ~ ~ " ~ 12" ANCHOR DEPTH
' ° 1.0' ~ 2 LF 8"0 DIP . ,a4 : : ~ u, . 'a' ~ d t
m Q ;a a • ' ~ ~ ' ~ ~ 4 . 4 ' .,'Q i •e : #4 REBAR ANCHORS.
ro ~ pj d' `
U a• ~ a . ' V VE a4 SHALL SEAL THE PIPE m a 8 PLUG VALVE. THE AL CONTRACTOR ~I. ~ , , ` ` ~ 4.I 0 1 . CONTRACTOR SHALL DRILL CONCRETE ANTI-FLOTATION INTO PRECAST BASE AND SET
4" ANCHOR DEPTH SHALL BEAM&H STYLE 820 PENETRATION U51NG A RUBBER BOOT ~ CONTRACTOR SHAM 4 • v° ' ' ~ X-CENTRIC VALVE OR a ~ AND STAINLESS STEEL HARDWARE BLOCK ANCHORS USING EPOXY GROUT
~ T PRECAST a ~ 4 PROVED EQUAL. THIS VALVE a• ` G DRILL IN O AP ~ 5.2" g,2" 5.6' S.2" 3" CLEARANCE TO OUTSIDE OF CONCRETE ANTI-FLOTRTION PxD~ECT xo. ~BC_OSQ30
a EXTENDED BASE AND " SHALL BE IN ACCORDANCE SET ANCHORS USING 8 ~ DIP DRAIN PIPE NTH AWWA C-504 SEC, 5,5, #4 REBAR) BLOCK
EPOXY GROUT, CONTRACTOR SHALL CORE-DRILL AND SHALL BE OPERABLE #8 REBAR PERIMETER FRAME ~u,Ex,~: IBC08O3O-S4'V1
0,94' THE HOLE FOR THE 8"~ DIP IN ~ FROM TOP OF OUTLET (CENTER TO CENTER) THE FIELD. PREGASTER SHALL STRUCTURE VIA A HANDWHEEL DESIGNED BY: JCD
OMIT REINFORCEMENT IN 1HlS DRAlYN BY: JCD
~ AREA scnl,E; N T
0
NOTE: 6 REBAR SHALL BE CLASS 50 AND DATE: 7_10-2009
EMBEDDED 4" INTO CONCRETE BASE ON FOUR CONRNERS. Q SHEET NO. _
WELDED WIRE MESH SHALL BE 4"X4" 8 AND SHALL BEEMBEDDED ~ 2" INTO CONCRETE BASE AROUND PERIMETER OF BASE.
0 CONCRETE DETAIL swlu.
0 m N.T.S. McADAMS
o It V D 31 FINAL DRAWING - NOT RELEASED. FOR CONSTRUCTION
DIP DRAIN co N.T.S. -AM
m
U

1 t /
\ ~ / ~ / / \ ~ ~ ~ ~0~ ~NARL~TTE ~ ,~04~ ~ ~
i ~ I I _ r- _ _ ~ ~
! I - _ ~ ~ ~ / FU lJ EST BO ~y~.~ ~A I a - - 7 / ~ 1 - ~ I ~ EST ao~~EVa~a ~ ~ o ~ ~ ~ ~ \
x__r_..R____x.--.X X - r' - - 250 P IU I fGN _ _ -y- --~t~-AftEA - 2,~.9 AC EIS \ r _ u~~~ ~ / / ~fGNT UE WAY , u~ ~ ~ ~ ~ ~ ~ ~ ~
I \ ' ONSITE 2~ k~ S -7 - , ' r c~'~ V 7zs. - - 1 _ ~ r 1 _ \ . _ i I
-~~____OFF ITE = y4CR S\ , \ ~ 720- r r
\ 30.0 i 1 r o ~ r r r ~ - -'i I~~ ~ ~ ~a rrtC,-; _ - ~ ~ ~ i ~
/ _ \ 731.5 ~j 7 r _ _ / - - _ ~ - L _ ~ 1 \ ~ ~a ~ ~ ~UB ASI~I ~ ~ or ~ ~ ~ ~ ~ ~
36.. j / rr'/,/ j//'/' / rr / ///rr ,r/r r.-- J~-` ~ \~tq~_ ~ f T0~'P~~r'AREA = 4.04 ACRES / I ~ ~ ~ ~ i ~
/ r...--,r / rr ,r / / - -~,,~•~'rr r/,// / / i' rr r, ''I "~'W~..'"„iY~ - o~ / / /IIj \ \
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~n ~ - r \ \ ~ \ \ _ - / 1 I J 11 1 ~ \ ~ ~ ` ~ _ Eu.Exa~rE: IEC08430-POST
f i _ - - - - - J J 1 / 1~1~' 1 II \ ~ ~C ~ \ ~ _ DESIGNEB EY: JCD
y,, ~ \ ~ ~ P NT - ~ ~ ~ ~ _
~ ~ \ cFa \ _ . - DETENTION- v 675 ~ _ _ / ~ 1~ , , IvI\~,~ r / ~ ~ - vSU~BASIN ~ ,
U ~ j ~ \ ~ EASEMENT' _ - ~ _ _ - / \ \ \ ~ ~ 1 ~ POINT ~OF ANALY~S scu.E: S" . 70'
1 11~ ~~~~,~~`1 1 ~ ~ B®~: 717-2009
~Qo ? \ 1 \ ? GRAPHIC SCALE ESMETNO. ~ 60 0 30 60 120
SW-lE
\ \ \ J BA ~ ~tWi64 /1' TOTAL AREA = 3.67 ACRES.~inch so ft. OFFSITE AREA = 1.63 ACRES FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
\ \ \ \o TOTAL m ONSITE AREA = 2.04 ACRES, OFFSITE
U N
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TORMWATER MANAGEMENT FACILITY LANDSCAPE PLAN S _ - ~ I _ I,'
' If i~-- it r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I. - ~ p ~
i IA~ PAN DETAILS THE PLANTING SCHEDULE FOR THE INTERIOR QF THE STORMWATER MANAGEMENT FACILITY ~ ' i' I (I~ TH~S _,NDSCPE L III ~ ~ ~ ~ , ~ V o
n - ! W TRF~AM SLOPE OF DAM CUT SLOPE ABOVE ,,HYING ~,F THE EXTERIOR OF THE FACILITY IE~ TGP OE DAM, DO NS _ ~ ~ ~I~-_ ONLY. F L ~ ~ Ih h ~ / ¦ ~ i ~
TOP OF DAM ELEVATION, ETC.) SHALL BE PER THE CITY OF CHARLOTTE SEEDING SCHEDULE DETAIL 30.17A AND 30,178. ~ ~ ~I~ REFER TO ERGSION CONTROL DETAIL SHEET FOR FURTHER DETAILS. ~ ~ ~ III ~ I ~ ~ ~ ~ ~ ~ U ~ ~
_ ~ N ~ z
! i LEGEND m~ j ~ _ ~ I; I ~ j~ ~ ~ ~
_ p ~ PLANTIi~1G ~ p;NTITY ABBR. i i COMMON NAME SYMB01_ SPACING MIN, SIZE !F ~ _ I ~ ~ - ; i II~ j ~ A A ~ ~ ~ F-~ 7. i ~ i ~ ~ ~ ~j ~ ~ I ~ ~ ~ ~ i Q'i Q ~ ¦
QU SCIENTIFIC NAME --~-_1~~ I AREA SF ~ - ~ + « + , - I h
~ 2 DIA. X - _ , I + a - ! ~ T _
„ P _ ~ = _ ! S ~ PC PONTEDERIA CORDATA PICKEREL, WE`:D _ +I, 18 0,~_ ~ 5 BUG 126 _ .7„ _ _ _ ~ I ~
- - _ _ I i, i ?oo~oa~ ~ I ~ 1i / _ J v_..____ ~ , xi x v
II ?oooaa~ 2 Dla X _ i I I 1, _ ~ 1
- - SOFT FLUSH 8" O.C 5" PLUG ~ ~ JUNCOS EFFUSUS ~ _ 6 1 9 2, U , II I I II 1 i \ 'llj i I ~I ~
1 _ III 4 jl~ ~ ~ 'Z s r
- _ . . ~ ~ D'Ai X _ ! i I ; z I ~ ~ j~ ( V n ~ ~ ~ II ~ 1
. ~ ARROW ARRUM 18° O.G 5 D1_UG I I I J ~ ' I ~ I - ~ ~ r ~ ~ ~ I i I ~ I i I~ ' ~ I~ ~ _ _ _ ~ ~ ~
I _j - 26E8 L200 ~ PV __PELT?.NDRA VIRGINIA ~ r- - _ _ i i l f~ _ _ >
I ~ ~ ~ l 2 DI A X " . _ I~~ ~ ~ - ~ ~ r
1, ~ _ - PLUG ~ - ~ 6ao 150 SV 4 ~CI PU~V~,llD'1S ~ SOFT STEM BULRUSH 24" O.C _ I ! J ~ ~ ~ , ''I _ I _ j a~~ ~ I~ ~ ~ PROPGSED 1~ W!i ~ °o L., i ~ ~ ~ _ ~~i l
i _ I I I I I~I I~~ I~ I~,I ~~YORM~'~(ir~~~_--- ~ ~ ~ ~ _ _ ~ a j f - _ -
i i ~ ~ 2 DIA X ~ / _ I _ - I ~ ~ -
- - - _ ~ - -
680 305 IV IRIS VIRGINIANA SOUTHERN BLUE FLAG IRIS 18" O.C 5' PLUG - - _ i ~ r _ ~ _
_ > I I J ~ 2 DIA, X I~ - ~ - ~ ~ ~ - -t
i ~ ---ALL AREAS ~ SACITTARIA LATIFCLIA. DUCK POTATO i 18" O.C 5" PLUG I ~ ~ BE SEE ED -ALL AREA~ABOVE ZONE 6 ELEVATION TO ~ ~ ~ BE SEE ED PER CLDS?~ 3017A~B. SEE ~
2458 1100 SL - ,TEMPORARY CONSTRUCTION EASEMENT EROSIONS C( E_Ft.OS10N~ OONTROL DETAIL ShEETS. ~ ~ PROPERTY LINE , ~ EXISTING ~~~ASEMENT
I ~ I - - i ~ - - ~ ~F -
2 DtA. X ~ - - _ = --T i - _ ` l v ~ - _ _ - ~ « ~ _ -
1139 285 I SC SAURURUS CERNUUS LIZARDS TAIL 24" O,C ~ PLUG - --~-1~~---r--~ _ I - - - _ _ } - ~ - - I _ - _ - _ - - -
- ~ , I i i - - _ _ - _ - ---i ` ~ - 6
i 2 DIA. X - - I ~ I { ~ it i9 _ Iii i SEED- iOnFS~45 &~i_WI11F R~~'kR{f,i~ _ - y - ~ - - -c
I ' - A 1US SWEET FLAG i 18" O.C ~ 5" PLUG ~ ~ 762 343 AS , A~ORUS CAL N ~ _ - _ - PCCE-BMP MAINTENANCE ~ SE~~ M~XJ1~'_._ADDITION-T~0 R€fTU1q D r _ _ ~ _ ~ i_ _ ACCESS EASEMENT ~ RED Sri RUB-~ =
I, I _ ~ ~ FL?N11NGS - ~ ~ - - _ - ~ y- ~ ~
2 DIA. X - _ _ , ~ i i N- ' ~ _ _ ~ - -
938 422__ CS ''AREX STRICT,4 ~ TUSSOCK SEDGE ; ~ 18" O.C ~ PLUG " ~ ~ - - ~ ` , - I _ - _ - - - - i , i ~ ~ ~ ~ ~
SFE PLAN - ERMANENT DETENTIQN BASEMENT P - - ~ ' ` ' _ ZONES 4 0, & 6 L~ ~,4ND~- ~ ~ / / / i ~ FPOwI EL 674 TO LL. G80 0 3:1 SLOPS - - - ~ _ ~ ~ ~ ~ ~ ~
AR 2 MIN. 6-6" 2 DBH ~ I ~ ~ ~ -
5 tiR ACER RUBRI,M RED MAPLE _ O.C. _ ~ - I~- - - ~ ;
_ ------f _ ~ SEE PLAN ! - i ~ y, _ I i
- MIN, 6-6' ~ HT, C~ . _ ~ _ - _ - EXISTING WET~NDS ~ ~
AR ACER RUBRUM RED MAPLE ~ 0.G. 3 ~ i ~ ~ _ ~ - ~ _ ~ _ _ TO REMAIN ~ ~ _ ~ ~ ~
SEE PLAN / % _ _
I 'T 5'HT.CG i~~ _ - MIN. 6-6" ~ ~ ~ _ - ~ - , _ _ ~
3 ~ Lf LIRIODd11DRON TULIPIIERA TULIP POPLAR O.C. - i / t ~ iii/i~~ - A~~~~~~-- - - - - ~ t ~ - - ~ I H y - - - - ~ - - _
_ _ _ E PLAN ~ i~ ~ ~ ~ i, - SE _ 'l"-- ~
~ - ~ FA i MIN, 6 -6' ' b HT. CG ,N.~`. - ~ _ ~ - !/,l, _ - _ V ~ R+' i I - - ~ ~ ~ I ~ i ~ o- ,
FRAXINUS AMER?CAIVA WHITE ASH ' O.C. ~ 'i o 3 ~ i , ; ~ 1 ~ ~ 0?T I EA / ' - ~ / r~i i1 ~ ~oo~o - - - i ~ / ~ f / Q ~ - 0o a _ 0 ~ ~ -
~ ~ I :~~~~ij' ~'i ~ rl'tl~''ooooouo`oool ~l`~`~~ A~ -AT--~i~~~,-LT_~ p ~ . ~ ! , ~ e v o , A ~ ~ ~ - I / i I v - SEE ~ _AN I ~ i/; I, I~~oo 00o up o-•,A ~ - I - -
LSI MIN. 6-6" 5' HT. CG I, < < j;~~/%~//~ >rA~~?~~00°°00°0000°0°~~~~ ~ ~ ~fR~ o l ~
- v - ~I iN / o0 op oa 0 ~-'d -I~~~ - - - _ _ _ S LS LIOUIDAMBAR ST~RACIFLUA S,hEET GL ~ 0C. ~ ~;No ono ooaoa`o~oaq~1 S _ - - ~ ~ ~ o° o ~o ~ / ~Ll,~ 0 0 0 ~ I ~1 x5 ~ r ~`~i ?r ~ fir= ~ ~ ~ ~ ~ ~ ~ ` _ _ * ~ ~ p~ ~ \ ~ ~
SEE PLAN ' 1 'i~~ r~/ ~ i i ~r o0°0oo°0oQ°oo°o p. 1 ~ - ~ ~ ' i. : ; o ~ - - '1 i~ r o ~ ~ ~ ~ Cm, ~ i 4 ~ ,
MIN. 6 6 w 1`l~~ i_ o0 oa o co o ~ i 1 I AN ' 3 I ~ f ~ % / ~j~Op ~Opb O~Q%C~ D~D00`~, 1 -~J ~ ~sJ _ ~`~'-'--~----tea ~/r ~ ; s , ~ ` , ~ Q ~ f~ ~ t ~ \ ~
13 AN ACER NEGUNDO BOX ELDER QC. j ~I ! ~ ; ~ / ~ ~o°o oa°oo°000°° ~e-°-~ ° i - ~ r - H~ ,'i o 0 0 -o ~ ~ ~ , ; 1 , / ~ o _.n- ~ - - - I f ~ o - -l. tl ~l~ o - ~ ~ - ~ / ~ ~ - y J F 7~- _ ~ ~ \
~ I~ it ~ r~ / ~ ~ t~~~_ ~_~~'E~V~ l ~i ~ i SEE PLAN ~ ~ 7 ~1 ~ c. ~ ~/i;- ~ - V i~~ j'( ZONE 3: 10' AQUATIC SHELF ' - ' ~ 1 ~ ~ ~ i l i i ~ SWIM BUh`F`P~ r~
OAS ~ ~ 5' HT. CG i ~i ~N ~ ~ I MIN. a-6" ~ ~ r,~,,~,~~~ 1 I F~ -1r~ jl' _ ~i~~~,~ i 'li~ I , ~i . v i r ~ - "'I'~ . ~ ~ ~ FROM EL. 673 TO EL. 67A Q 10:1 SLOPE ~ ~ ~ i ~ ~ ~ ~ ~ ~ i 11 ~ i ~ ~
F ~ i,'~~ ~ i^~~ i a ~ ~ NDRUM ARBOR_UM ~ SOURWOOD 0.,,. i ! ~ ~ , ~ ~ _i~ OX DE ~ OA ~ i~~!,~ ~ I,1 , , ' l~, Lrr ~'I } ~li~ ?I~~ ZONES ' & 2: BELOW .FORMAL POOL ~ _ ~ ~ i ~ ~ i ~ I
SEE PLAN C ~ I . ~ I I I, " - ~a~r I I, j i, ~ T~~ i~-)i~ ~ I - ~ il~i~~' ~ ~ ~i, 11,,,1 i ~V~,~ ip , FROM EL. 669 TO EL. 673 ©2:1 SLOPE r" I i~~ I~ I ! ~ ~w~ -RIPRAP FOR FOREBAY WEIR ~ i ~ ( i ; I ~ ~ ~ ! ! ; ~ I i ~ O
SN MIN.6'--6" 3' NT. CG 1 ~ i ~ i i 1 ~ ~ a p R. RAP rOR 1 t ~I~ ~ 1 i ~ ~ 1~ (i'' < (SEE SHEET SW-1A) III ~ ~ I ~ ; I ~ ~ l i j ! I i ~ ~ ~ ~ ~
11 I SN SALIX NIGRA BLACK WILLOW O, C. ~ i i I ~ I I I 1 ~ ~ y'i (SEE SHEET , ~iV 11~ ! 1 I i s, ~t~ r~
- , Ii1~~i i'~'AiU~'~ it SEE ?LAN ' - ,i~ ~ ~~-~I~', ,i 11 ` , r~ , I~I~''' I 'II~ ill ~ji I ~~N
~ AT 3 r{.. I MIN. 6--6" ~ i I ~ ~SN~ ~I ~ ~ s ~
5 AT ASIMINA TRILOBA PAw PAW ~ O.C. ~ ~ ~ ~ ~ ~ ~ i ~4~ ~~~I! i~1 ~ i~+ '1.1'~i dill ;il~ I.~ FLr, ~1' ~ if~~ III'
i ~ - I ~ ~ ~ ~ 1 ~ w _ ~ , ~ ~ SEE PLAN ~ A ~ , , i < < ~~AI~, °`k
I AAA 3' HT. CG ~ i ~ 1 ~i MIN. 6-6' ~;1 ~~p~ ~ it ~.~~-I~.~'1 ;_8~~ ~ - - ~ ~ ',III li •,I~ 5• ~,°a. ~I 'i~ j! I
A.A AROMA ARBU;IFGLIA RED CHvKcBERKY 0.~, _ i~~ , ~ ! I i1 ~ ~ ~ i ~m1' ' , I 1
~ _ ~ ' ~ ~ I{ aA ~ ~ ~ '~r1 I s~ i I
N A ~ ~ ` I i { i k~ 'I 1 I ~ - - SEE BELOW FOR_M_ IX RIPARIAN UPLAND SEED MIX ~ _ ~ ' _ _ _ ~ I ~ I ..P ~ 1 ~ ~ ~ _ _ ~ _ _ _ _
~ 1 :A~-- n ~ 1. SQUARE FOOTAGE FOR ZONE 4, 5, & 6 IS 6628 SF. ~ ~ ~ i _ , _ _ s ~ ~ ~ .;i_ i~~f`~0~0 ~~3F i. ~~F ~ ~ ~ ~-~r~. ~ ~OCti~~ l ~~l ~ ~ ~ l~ c~~,t'c5~ ~ s7 _ _ _ _ ~i,~f_~ III i_~ ~ ~ r j ~ j ~ - ~ vn + ~ - r.
~ f 4 00 SF X 400 = 61 ~ A~',~` ~ ~ w ~=~f r - 2. REQUiRE~ TREE, 6628 S ~ 35 ~ ~ ~ ~ ~ _ ~ - ~7 _ . 7i X78 _ _ ~ - j" / 1 / ~ i ~ J~o~ Qt i~ ~ ~l _ _ ~
\ ` r11~ ~ Qz~ l - - ~ ~ ~ V 1 W - - - - j
LE ~ ~ ~ ~ r-~~~ ~ _~a~o PI~~NTING TAB ~ - ~ ` ~i( ~ o a a ~o ~-F -
POND 1fUATER SEED MIX t ~ ~ - / ~ ~i / ~ / j U
E UIRED SPECIES PROVIDED SPECIES REQUIRED SURFACE ELEVATION R Q Y _ SURFACE ELEVAl10N WATER PLANTING ZONE ~ - ~j /
+ $ ~ AR, DV FA LT, LT, LS, AP, AA, IV YES V'~~~, _ - - - 6 14 YR 680 - 677.7 ~ f , - _ _ _ DV, FA, LT, LT, LS, AP, AA, IV YES ~ - - - ~ ~ / -
5 10 YR -2YR 677.7 - 676.4 $ AR, ~ - - 1 ~ ~ ~ - - - i ~ /
4 2YR - NP+Q.5' 676.4 - 674 8 ~ , AR, DV, FA, LT, LT, LS, AP, AA, IV YES - ~ ! _ ~ - _ 3 NP +0.5' - NP-D.5' 674 - 673 4 PC, JE, SV, IV, SC, AS, CS NO ~ _ SL PV NO _ _ ~ / v
NP-O.S - NP-1.0 673 - 672.5 3 _ ~ - - J /
~ - - ~ NP-1.0' -BOTTOM 672.5 - 669,5 2 SL, PV NO _ - O
_
I _ ~ _ L- ~ ONES 4 5 & 6 WITH RIPARIAf~-~ ~ SEES ZC _
SEEDBED PREPARATION ~ sEED ~~Mlx IN ADDITION ro REQU!REa
RIPARIAN UPLAND MIX SEED MIX ~ ~ _ - - SHRUB PLANTINGS ~ - - - - 1. CHISEL COMPACTED AREAS ANO SPREAD TOPSOIL ~ ~ 1RCE _.r O
~ ~ ~ ~ ~ INCHES DEEP OVER ADVERSE SOIL CONDITIONS. ~
. ~ uar,~i uota~u' ~S i 6'ae __r.._ - i _ e - r iii - - _ IN~n'_S DEPTH. AREA ra o IRE RIP THE EN. 2, ~ RIPARIAfd SEED MIX ONLY .TOP OF DAM AND DOWNSTREAM SLOPE W
- ~ I, IN THIS AREA. NO TREE ~ ~ TO BE SEEDED PER CLDSM 3017A~B. SEE W
REMOVE ALL LOSE ROCK, ROOTS, AND OTHER 1 - r ~ ~~r ~ ~i ~ ~ C~~ RIR~RIAN SEED MIX ON r' OBSTRUCTIONS LLAFIN~ ~UR~ „„E REAS~~VA~~L~~ .~ti,COTH A\D ~EOREBAY BERM OR SHRUBS ON ~ EROSION CONTROL DETAIL SHEETS. EMBANKMENT
L i)NIFORM. _ ,k `4 0v+
I ~ APPLY AGRICULTURAL LIME, EERTILI7_CR, AND SUPER ( f ~
PHOSPHATE UNIFORMLY .AND MIX WITH SOIL (SEC BELOW). ~ _ ,l
~ SWIM BUFFER-- _ i ~ ~ - 4 W L~-PUL.VERiZED FIRM ~ 'JIM BUFFER-- ~ ~ ~ ~
wN I INUE TILLAGE UNTIL E _ REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES ~ i ~ ~ ~ ~
I DEE°. . 1 ~ ~ ~
r, ~ , C / AR S-~ 3_~ aND ~J.~R o. SEED ON A FRE_JILY PK_P ED ~C~D 2 w
_ 7, MUSCH lMMEDIATEL~ AFILR SE ,A~ rND ANCHOR MU.,CF~. o ~ _ ~ , - _
Pu_ ron ~ ~ r? - ~ri~ ~ - 4G~ ~ SARY RtAS AND L.~rCE NECES~ 8. NSPEC AL ~
~ ~ ,r i ~ ~ ,,c i~ A Z 1TIN~ SEASON. IF - ~ - REPAIRS OR RC~EEDIN~., rvI JN THE L,N ~ I ~ ~ _ _ STP,ND ShOiJLD DE OVER 60% DAB. AGED, REESTABL;SH % ~ . ~ ~ 0
v < - ~ ~ F011 OWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ~`~T~ h.: . ,
SEED LIGHTLY 1NITH SEEDING EQUIPMENT OR CULTIPACK AFTER a.: ~ ~ SEEDING. H ti ~ V 1
F i ~
9. CON~~SULT CONSERVATION INSPECTOR ON M~1~dTENANCE V ~ TREATMENT AND FERTIUZATIO>`1 AF1tR ?ER~~IANEIVT COVER IS ~ i - - pRO~rcT n~o. IBC-08030 ~ _
, ESTADLISHED. _ I,. ~ F[LE~'A~~~FiB~08'~'30-~,~~,,~~~~
\ ~ I
See seasonal applicction schedule. r' i ~ DI?SIGNLD TiY~~ ~C~
~;1 ~ llHA11N BY: ~CD
SCALE: ~ ~ ~ '
r`. ~ ~
~ nnnnrrrn nr+nrn DET$~ 7_17-~f1(1Q
EXISTING WETLANDS
30 ~ Llrtl ~l 60 TO REMAIN 0 15 30 sirrr1' No.
SW-1LS
1 inch = 30 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
l
- - - -

4+50
STEE~E CREED ROAD I 1 25.0 3 60.0 I _ ~ j I
~ ~ ~ z w { w ! ~ a ~ ~ ~ i
_ --o Q--- a ~ --U Q 732 - i ~ ~ ~ ~ ~ w W w w I z ~ ~ i,r- W o ~ - Q - ~ w- w o - - , 732
~ ~ z~ wo 3 U ~w 3 ~ 3 I U c~ ~ ~ a ~ U I, ~z o= w ~ cnz cn ~ w 3 J W ~ Z C9 O
- o U - ------------x - ~ -------FU-TURE~-5'=0V€REAI~w---------- ~ I 5.b 6.0 w ~ w U w 6.~ - _ i-- I - {I - - w- --6.0 a - _ _ _ - - -
I - - - - - - - I i SHOULDER SHOO' SHOULDER I
- - - i j--- ' ' 727.17 728 _ - - I -t36-75 - - -j-- - 1---- 728
i I - I o~ - - - 1" FT, I - 1. ,°,°,°o°°°°°°°°°° EX. - I -
SLOPE-0.32% - i I i ------1.---- - ~ I EX. SLOP~7.37~ i 3 727.33 ° °'~fi: > era eye a o - - - ----._i . - -------------F---
I ~ ~ 2 I I PR P. WIDENING
EXISTING GROUND _ 5`f~6---~ LGAS_MA11L.- PROP. WI 724 - -i - i-- - I I PROP.WIDENING - - - - 724
ELEV. UNKNOWN NEW PAVEMENT SECTION i I I~ I I z I I I, i 3" S9.5C i WEDGING REQUIRED
i I I 3----------- - i - I I ~ ~ z 3 i , I~' ~ i j - o---- - li-----_ -
~ ~ 6 625.OC i Y 0 8" wT~--- ~ i
I I I I az ~ ~ - ------U j I _ ; ~ I o ~ ELEV. UNKNOWN I -j------ _ - - - 20
720 i -----rt----- - - ~ ~ ~ w> ' I ! I mJ ww ' ~ ~ ~ ~7 mJ
i - 1..------- LL W LL W I i - , I
W I I r
~ { ( ~ ~ ~ i ' ~ I I i I i . - -----L-----
-80 -60 -40 -20 0 20 40 60 80
4+00
_ STEE~E CREEK ROAD _
736 ~ - _ - i - 25.0 3 I i 60.0 ~ i - _ _ - ~ - - - 736 I
j ~ i ~ w I ~ 1 w ~ n. n. ~ I o '
I w ~ I z p ~ ( z O w O ' - ~ - ~ U+ - W ~ O w - - I . - -w -f--
U ~ Uz oo z v~i 3 ~z vQi ~ z o ~ z ww i t ~ w ( I 732 3 - - f----
- - - ~ W X- sC---~-- __~W----------- ~E- -j ~ - I - I ~ p ~ O - - W (A I W U W w - w ~ _ ~ - _ ' a a------------
~ I I o= ; I i I ~o o~
F - _ ~ 5.0 W ~ 6.0 FUTURE 1.5" OVERLAY i - ! - - ---6.0. r--------- i _ -------j--____-_____----- SHOULDE I i I--
I - - - - - i 727.84 ~ I SHOUL - SHOULDER ;
I i ~ ( 727.55 I - - - - - - - - - - - - - - 7-2694- 728 - j-- _ _ - - - - , _ _ _ _ _ ~ - ~ 4.5~ ~ I I I EX. - _ - - ~26~ 94--- - - - ~ i _ I, 728 I I
1:1 SLOPE-2.2% 1" FT. I I ' , -J 1 I EX. SLOPE= T 1" FT. I ~ i
i ' , 1 ~ 3 i . ~ 4.84q I agoo,o o, - i - - - - I ~ - - - . T--- _ _ ~ - - T.~-- ~3 - ! ~i
fi GAS MAIN PROP. WIDENING i ~ o-~- 1 EXISTING GROUND
- - - - ; ~ 726.0 ELEV. UNKNOWN ! PROP. WI I _ - _ _ - - - - C----- -------I - - ----Z 724 - - - _ - -i------------- -------r---- PROP_WIDENING ! ~ I _ --------a---------- I;__ - - - Z I 724 - - -----i ~
I ~ ( I I NEW PAVEMENT SECTION WEDGING REQ IRED 3 ~ ( I
I ~ I i ( 3" S9.5C o f L-y - v - r - - - - - -I I - ' - - ~ - ' I f- Y
i I ~ 6° 625.OC p ~ -Cj-B"-u~TR - o ~ ELE~ UNKNOWN ( I
~ I I ~ I ~ ~ - - ~ 720 ---r------------ - - ~ - i_ w
w ~ ! W i r r` m w w -k-- - i j i 720 mW ~ ~ ~ I I ' I J L~ W i i -
i ~ ' N N i ~ ~ I
! - ~ I~ r 0
-80 -60 -40 -20 20 40 60 80
3+50
_ STEE~E CREEK ROAD
I ~ ~ 25.0 3 ! 6Q.0 I ~ 3 ~
I ~ ~ I ( ~ I i w W j d z , Q
- - ----I------- - - U - - - 732 ~ ~ ~ w ~ z~ w o - -i - - ---1 732
I ~ ~ i ~ I hEw-. i ~ U i (n Z I I I ~ ~
- I ~ - ------------------i------- ~ - ( - W - X ~ ~i ' W ( WU W x -r--- I I ' w i
I I i I I ~ ~ - ~ i
I - I ~ _ EX. SLOPE=3.2% EX. S _ ~ - - - - II 728
' - I LOPE=6.07% - i ~ I I I ~ - ~ -
- - i I I _ _ T ~ EXISTING GROUND ---I-- - - - - - - - -
'I, ! I I I ~ ~ I j -
~ I - I 724 1'~ T - - - I Z- z- i - ----------i 724
I i I I 3 i I I o ~ I ~ j
r--- i i - - ~ ~ z ~ n 8° t~TR _ ~ I I I
I ( O~ I, o~ ELE'. UNKNOWN ~ ~ - I
~ - -------I ;I ~ --I-- w 720 I i ~ t- I ~ ~ J ~ w --i------ i - - - - - j- 720
i i ~w I ~ I i I ) ~ ~ I I ~ ~
I I ~ I I „ i I - - - ------------I------- - W ~ f------------ ~ I- r I ~ - I I - I - - - - - -~I
I I ( I { r; ~ ~I
~ . i I ~ ~ i ----1- ~ - I
20 40 60 80
-80 -60 -40 -20 0
3+00
STEE~E CREEK ROAD ~ is~u. ~ - --I- 600 I ~ i i ------------r---
I i I
732.---------------W--- - ---Q--------~ ? i -Q------------------------------------- - - - ---i-- - 732
w w I w ~ -w I
~ N~ H I U ~ N I ~Z I ~ -------i------ ~ - I
--j- x --~-------x WU W I i w I i I i- {
j ~ I i ' I I - - - ~ - I -I 728 - I - I I
728 ' ' - - - - - - - - -I------------- - - - ' - ---T---- _ - i _ _ I ~ _ - - - i - - - - - I I EX. SLOPE=0.84 EX. SLOPE= - - I I i I i 5.46 ~ ~ - - -
E i I ( I -
1 i r - EXISTING GROUND I 'i I I r ~
i i ~ ~ ~ i ! I i
724 -1-----------_._.-----------~-- i I - I - ----f------------- ( ------1 724 I
I I I~ I ~ { I ' I ~ ~ I I I i I I
- - - - - - - -I------ I I
I I ' 1 I I ' I i
720 ; - --I---- i-- I - I I i ~ - - - 720
I
' I ~ - -fN - - „--_-W - i o 0 - --------I'----- - i
I ~ I ~ I N IN I I
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-60 -40 -20 0 20 40 60 80
fi CLIENT: PROJECT No. IBC-08030 SHEET N0.
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5 111E J V111V 1~. 1VIU1-11J1~1VI0 o`'~N ~H o FILENAME: IBC08020-XSEC1
CROSS SECTION AO I
4 DAVIDLAND LLC MPANY, INC. DESIGNED BY: RMR CR(
6707-C FAIRVIEW ROAD DRAWN BY: ST 3 RMR STEELE CREEK ROAD PHASE II McADAMS
CHARLOTTE, NORTH CAROLINA 28210 ENGINEERS/PLANNERS/SURVEYORS 47 01 r~ S, ; l.- ; HORIZ. SCALE: S „ A. 2 6701 CARMEL ROAD, SUITE 205 1 = 5 STA: 3+00 Tf-II2U STA: 4.+50 y1~1
NORTH CAROLINA 28226 ,9 •,GI~ VERT. SCALE: „ 1 CHARLOTTE, 1 = 5 CHARLCJI IE, NORTH CAROLINA PRINT DATE:
[phone] WWW.JOHNRMCADAMS.COM DATE: 41 REVISIONS DATE 6 6-15-2009
- - -

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TEEEE C R EEI~ ROAD 3 ~ - -
S s4.o ~i ~ cc a 728 ~ a ww
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-80 -60 -40 -20 0
9+50
STEE~E CREEK ROAD
p ~ -7-- I -I 1 oo.s ~ - 3 0 m
o ~ i m ~ ~ I p ~ z p a li w o ; v O ~ FUTURE L5 OVERLAY O o j w o ~ I ! a~ 3 w ~ w
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9+37
STEE~E CREEK ROAD I
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,NEW CB 55 PER X20.19 I E1LEV. UNKNOWN 1 a• w a w
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9+00
STEE~E CREEK ROAD - , ~ 3 - ~ 1 op.o i - -1--- - a ~
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8+85
STEE~E CREEK ROAD
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1 ~ > ~ 1 j, ; I 6 B25.0 , m w 3~ z STORM AND EXISTING I ~ ~ 1 ~ w w Y WA ~ER LINE AND EXISTING REVISIONS TO STORM DRAIN REQUIRED. ~ I LINE ~ ~ NEW FES 50 PER I
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6 CLIENT: PROJECT N0. IBC-OSO3O SHEET N0.
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RMR 4 DAVIDLAND LLC COMPANY, INC.
6707-C FAIRVIEW ROAD = 2 = DRAWN BY: ST 3 RMR STEELE CREEK ROAD PHASE II McADAMS
CHARLOTTE, NORTH CAROLINA 28210 ENGINEERS/PLANNERS/SURVEYORS 475 Q1 ; : HORIZ. SCALE: „ STA. 2 6701 CARMEL ROAD, SUITE 205 • F ; 1 = 5 STA., 8+851HIl2U STA.- 10+00
CHARLOTTE NORTH CAROLINA 28226 ',9 G VERT. SCALE: > CHARLOTTE, NORTH CAROLINA PINT DATE:
[phone] WWW.JOHNRMCADAMS.COM
REVISIONS DATE DATE; 6-15_2009

11 +50
_ _ _ STEEEE CREEK ROAD 732 ~ ~ ~ j ! T 102.5 ~
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11 +00
STEE~E CREEK ROAD 732 -_-r .
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726.10 PROP. WIDENING I 724 i I - I, - ~ FIBER OPTIC - - ~ ~ PROP. WIDENING - - - - i - - 724
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10+50
- _ _ _ _ STEE~E CREEK ROAD 732 I - - - -
3 I ! I i- 102.2 ~ 3 -T- 732
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l
SECTION
STEELS CREEK ROAD
STA: 14+00 THRU STA: 15+50
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3" S9.5C
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- - - .-- - -
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G AS MAIN
NEW PAVEMENT
SECTION
SECTION
STEELS CREEK ROAD
STA: 14+00 THRU STA: 15+50
PHASE II
,NORTH CAROLINA
SH EET NO.
HEET
McADAMS
--_----_--
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REVISIONS
DATE
6" B25.00
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CLIENT:
DAVIDLAND LLc
6707-C FAIRVIEW ROAD
CHARLOTTE, NORTH CAROLINA 28210
THE JOHN I� . M c A D A M S
C0MPAl�TY Il�TC.
ENGINEERS PLANNERS SURVEYORS
/
6"701 CARMELROAD, SUITE 205
CAROLINA 28226
[phone] WWW.JOHNRMCADAMS.COM
,,
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SECTION
STEELS CREEK ROAD
STA: 14+00 THRU STA: 15+50
PHASE II
,NORTH CAROLINA
SH EET NO.
HEET
McADAMS
5
4
Y: RMRCROSS
3
RMR
FHORIZ.
2
LE: 1 „-5,
PRINT DATE:CHARLOTTE,
E:C
REVISIONS
DATE
6-15-2009

'/6" GENERAL N GENERAL NOTES: NOTES; u 1
1. A GROOVE JOINT 1" DEEP WITH i/8° RADII SHALL BE REQUIRED 1. wHERE A TYPE III DRNEwaY Is APPROVED Br THE CHARLOTTE DEPARTMENT
JOINT SEALER i/8" RADIUS (TYPICAL) 1. A GROOVE JOIP 1N THE CONCRI 1/z" RADIUS I--g" y_p" EXPANSION JOII 1N THE CONCRETE SIDEWALK AT 5 INTERVALS, ONE 1/2" OF rRANSPORTarIQN (cool) THAT CONNECTS TO AN IXISTING SIGNALIZED INTERSECTION, OR AT A LOCATION WHERE A TRAFFIC SIGNAL INSTALLATIDN EXPANSION JOINT WILL BE REQUIRED AT 45 INTERVALS NOT TO Is PROaoseo BY coon BASED oN A TRAFFIC IMPACT/SIGNAL WARRANT SruoY,
• 3^ RADIUS t/2" RADIUS ~`6" 1'-0" ~ EXCEED 50' AP 1/B RADIUS RADIUS 1 8 EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN A PoLL DEPTH ASPHALT PAVEMENT (2-1/z" 5-s.5 B/c AND 6" a-zS.D e/c) Is REQUIRED, THIS PAVEMENT DESIGN IS REQUIRED IN THE ORNEWAY EASEMENT (100-FOOT
~ ' a: • , . { ; ' ADJACENT CURL ,p SURFACE OF GUTTER 4" t . REQUIRED WHET ADJACENT CURB, A SEALED 1/2" EXPANSION JOINT WILL BE MINIMUM) TO MAINTAIN DETECTOR LOOPS AND PAVEMENT MARKINGS, A TRAFFIC REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE, SIGNAL wlu BE INSTALLED ONLY IF Cool DETERMINES THAT ONE Is NECESSARY ~I
1/8" RADIUS a' 9: + ' ° ~ e 2. SIDEWALK AT D BASED ON A TRAFFIC STUDY OF CURREM CONDfBONS. 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6° THICK. 2. A CONCRETE GUTTER IS TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC SIGNAL I'-6" CURB AND GUTTER
r ~d "a °-t• 3. WIDTH OF SIDE - ^ d.. LOCATIONS, AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE NECESSARY (STANDARD N0. 70.17A) 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A TQ EuMINATE THE NEED FOR GUTTER Acaoss THE DewEwaY coNNECTIONS, 2a' Mw, ~ • O
- ~ MINIMUM OF 5' 2 6 ~ . , MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS 3, THE DRIVEWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM f'\.i\l DISTRICT WILL BE DETERMINED BY THE CDOT, ENTERING DRIVEWAY vARIES - MwIMUM ENTRANCE FoR 2 LauES N~N ~
GROOVE JOINT IN SIDEWALK DISTRICT WILL STANDARD 2'-6" CURB AND GUTTER --1'-6'-~ JOINT FILLER 4. WIDTH OF SIDE 4, WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL 4, ALL ORNEWAYS MUST MEET THE CURRENT CIIY DRIVEWAY REGUUTIONS AND NCDOT REQUIREMENTS OF TRAFFIC IS 26' FACE TO , W ~ Q FACE OF CURB,
1'-6" STANDARD CURB AND GUTTER BE A MINIMUM TRANSVERSE EXPANSION JOINT 5. SIDEWALK To E BE A MINIMUM OF 4', FOR SPACING, SIGHT DISTANCE, AND OFFSETS FROM PROPERTY LINES AND INTERSECTIONS. 5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING 5. rno (2) ACCESSIBLE RAMPS PER CURB RETURN REQUIRED AT slcNAUZ6D INTERSECTIONS, ~ ~ ~ O ~
STREETS, TRANSITION FROM 2'-6" CURB w STREETS, TO i'-6" CURD AND GUTTER IN ~ *FOUR (4) FOOT GUTTER AND WINGS WILL NOT BE REQUIRED TO DIRECT WATER ACROSS ~ Z
NOTES: va" RADIUS 6. CONCREFE COb 6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 26 DAYS, DRIVE IF THE DRIVEWAY GUTTER SLOPE IS GREATER THAN 2%, 20'-0" PER STANDARD N0. 10.20 ~ n ~ M i/2" IXPANSION JOIM (ttPICAI ~ w
7, ZONING GONDII 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS, FOR VALLEY GUTTER, WHICH SHALL ' 7, ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS END OF EACH RADIUS) ~ ~ Q WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN RIGHT OF war ~ I-~ \ ~i O
~6"-'-~'P-6` ~6' t'-6" A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED, JOINT SPACING MAY BE ALTERED I/a" ro I/a^ I 3" RADIUS I 3" RADws BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING. ~.a 'i F/-1 (rNlli U1 ~ ~
"d . ~yd . 02 FT FT ,p3 FT~FF 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS, a" 4 ' 'd 26' MIN, W 4'-0" ACCESSIDLE WIMP -STANDARD ~ W M N0, 10~31A OR 10.32A (TYPICAL ~ ^ y Q W
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1 2" SHALL BE OBTAINED. N G N / m EACH SIDE) GROOVE JOINT PER STANDARD t 1 ' 1 N0. 10.176. 1~1 F 1/2" EXPANSION JOINT ~ Q \u+ ~ ~ ~ o
a ~ ~ ~ ~ ~ 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. ~ d ~ a JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK ~ d d, . 04,' I ad,' ~ _ ~ ~ 4' CONCRETE GUTTER 2'-6" CURB AND GUTTER w / a ~ ~ ~
° ~ CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P,S,I. IN 28 DAYS, JOINT FILLER ~ i - 4' ~ o ~ / o~ 1/4" PER FOOT ~ 5' (MIN.) (STANDARD N0, 10.17A) 1-~ a
-2~-D"-~ ~03 5, CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS, I/z TRANSVERSE EXPANSION ~m I '(„L',;'' PROPOSED CURB & GUTTER SECTION A-A
2'-0° STANDARD CURB & GUTTER z'-o^ 6, TOP 6° OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. JOINT N SIDEWALK - L- ~-GROOVE JOINT - - - - ~ ~ w ~ ~ ~
SLOPE FOR VARIABLE „ A W lCJ PROPOSED 4 CONCRETE SIDEWALK CONSTRUCTION JOINT 'z ~ NON
SUPEREIEVATION RATES DETAILS DETAILS SHOWING EXPANSION JOINTS TRANSITION FROM 7" DEPTH AT LIP OR GROOVE JOINT + CONSTRUCTWN JOINT W n TO 10" DEPTH AT 4' CONCRETE GUTTER ~ o
IN coNSTRUCTION JQINr Z ~ o IN CONCRETE SIDEWALK PLAN w ~ ~
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE ~~tu"""'rrrr
LAND DEVELOPMENT STANDARDS STAN DAR D CURB AND GUTTER ~ LAND DEVELOPMENT STANDARDS ~ LAND DEVELOPMENT STANDARDS TD N. REV CURB AND GUTTER N CONCRETE I~CRETE SIDEWALKS T ND ~ LAND DEVELOPMENT STANDARDS TYPE III DRIVEWAY ENTRANCE STD. NO. R . CA err
~iA~i-~`I"~~ INCLUDES CHARLOTTE ETJ 10.17A °~~AR~A~ INCLOD&S C[i4R10'CI'E EPJ 10,17C INC6UD5S CHARLOTTE ETd 10.22 1 1KeLanlls ct~LOTTE sTa 10,28 ; p•.
0 0 0 ° .Q
NOTE; TRUNCATED DOMES COLORED
PER STD, N0. 10.556 BACK OF WALK N T ' N T ' BACK OF WALK • ~
BACK OF WALK TRUNCATED DOMES FACE OF CURB PER STD, N0. 10,3: TRUNCATED DOMES COLORED PER STD, N0, 1D359 FACE OF CURB ~ ~ G' P~ NN ~Q
FLOWLINE 3'-0" MIN, CONTINUOUS PASSAGE EXP. JOINT m BACK OF CURB IXP. JOINT FLOWLINE rrrrN 11 I t i t tttt~~ BACK OF WALK
SIDEWALK m D D m
. , • FACE OF CURB . . a , , . m m . . 4: m m
PLANTING STRIP A~ ' .--A FLOWLINE ~ ' . , ~ a ~ ~ . ~ x IXP, JOINT ~ C - - - - - - - - - - - - 3 C 3 BACK OF CURB P, JOINT
6'-0" 4'-0" 6'-0" SIDEWALK A-.- : ~-A r a 6'-0" 4'-0" 6'-0" ~ W
CONTINUE JOIM AT 6'-0" 4'-0" 6'-0" GUTTER LIP ELEVATION BACK OF CURB FRONT OF WALK S W FLOwuNE SECTION THROUGH FLOWLINE ~
PLAN VIEW-PARALLEL RAMP SLOPE "A" 12:1 6'-0^ 4'-D° 6'-0" 4'-0" b'-0" GUTTER UP C7
WITH PLANTING STRIP SLOPE "B" 1/4"/FT FACE OF CURB Z CONTINUE JOINT AT BACK OF CURB
BACK OF WALK 5' TRANSITION FROM 4' WALK PLAN VIEW-PARALLEL RAMP SLOPE "D" 3/8"/FT ~ IXlsnNC WALK 1/4" PER FOOT TO 5' WALK, ALL WALKS MUST V-PARALLEL RAMP w SLOPE "A" 12;1 IXISTING WALK 7 4 PER F00T Z ' PLANTING STRIP / " ~
~ ~ ACCESSIBLE RAMP SLOPE NOT TO IXCEED 12'.1 BE A MIN, 5 WIDTH AT RAMP. WITHOUT PLANTING STRIP FRONT OF WALK a j SLOPE °B" 1/4"/FT NOTE: Z W
i/4" PER FODT a SIDEWALK m EXP, JOINT BACK OF CURB a SLOPE "C" 5/8"/FT AlL WALKS MUST BE A MIN, 5' WIDTH ACCESSIBLE RAMP SLOPE NOT TO IXCEED 12:1 } AT RAMPS. F-
',d . .,a:. EXP, JOINT m ~ ~ t ~ 1 EXDP~,X)INr 3'-0" MIN, CONTINUOUS B D FACE OF CURB ' ' ' ~ • ' ' ~ ' ' " ~ ~ ~ , PA . • ' ~ SSAGE BACK OF WALK ~ U iSAGE N, CONTINUOUS 33i 1/4" PER FOOT ~
PLANTING STRIP-~-.- FLOWLINE - ~ ~e , m m 3, BACK OF CURD ~~44 12 ~ O N FACE OF CURB . ~ t 3/4" ~ N
~ m m ~ \ " q-. rA / ~ C g C £ FLOWLINE < r ~ O e C `m ~ 6 ~ O
~ > 9 3 t t t 9 i GUTTER UP i 4'-0" OR 5'-0" WALK 4'-0" 9" 7'-B" f ~ • ~ W
` ' A-- fA CURB GUTTER fA ~ 3'-0" CONTINUOUS PASSAGE ~ 2'-0° 0'-9" 1'-9" GUTTER LIP
colNnNUE JD1Nr AT 6•_ " ~..o" NOTE. TYPICAL RAMP ~ SECTION IXP. JOINT
BACK OF CURB O 4'-p" 6 TRUNCATED DOMES COLORED BACK OF CURB AT PER STD. N0. 10.358 g~_O, 6,_p" 4,_0„ IMENSIONS AT BACK OF CURB 6'-0" N T TYPICAL RAMP L SECTION 4'-°" 7RUNCATED DOMES COLORED
DIMENSIONS AT BACK OF CURB PER STD. N0. 10.358 0 AT BACK OF CURB r-1
PLAN VIEW-DIAGONAL RAMP WITH PLANTING STRIP PLAN VIEW-DIAGONAL RAMP WITHOUT PLAN ;AMP WITHOUT PLANTING STRIP C\1
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ~
• CITY OF CHARLOTTE ACCESSIBLE RAMP STANDARD WITH • CITY OF CHARLOTTE ACCESSIBLE RAMP SECTIONS WITH • CITY OF CHARLOTTE ACCESSIBLE RAMP ;IDLE RAMP STANDARD WITHOUT CITY aF cHARLDTTE ACCESSIBLE RAMP SECTIONS WITHOUT ~ ~ ~
LAND DEVELOPMENT STANDARDS ~ LAND DEVELOPMENT STANDARDS ~ LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS STRIP 2'-6" CURB AND GUTTER io 32A R c?tnai~rrrE. 1KC>,uDES exnecoTTS ETA PLA~JTING STRIP (2'-6" CURB AND GUTTER oT32e R a o
cHnuoTTE. PLANTING STRIP 2'-6" CURB AND GUTTER STD N°. R PLANTING STRIP 2-6" CURB AND GUTTER Sro N °carnn-°rE. PLANTING STRIP 2'-E INCLUDES CHARLOTTE ETJ 10.31 A INCLUDES CHARLOTTE ETJ 1 Q 31 B INCLUDES CHARLOTTE ETd
0 0 0 ° Qw~
Model Mo. BR-2B ~x f1odel No. BR-2$ a ~ F
NOTES; 8elov-GTBde Mounted , WALK (i.6" TO 2.4") Surface Mounted Q O
1. RAMP ANO WING SLOPES SHALL NOT BE STEEPER THAN 72:1, 4' PLANTING STRIP 2' PUNTING STRIP 2. GUTTER FLOW LINE AND PUN PROFILE SH0.0. BE MNNTAINED THROUGH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I= 1 ,
THE RAMPARFA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~~w qoH
3. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE fLOWUNE OF THE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CURB AND GUIIER. ~E
4, THE RAMP OPENING (AT THE FULLY DEPRESSED CURB) SHALL BE LOCATED CROSSWALK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O I'n ll~r- o.~ble WITHIN THE PARALL0. BOUNDARIES OF THE CROSSWALK MARKINGS THE ROADWAY 10' MIN _ ' F-114Y 3L~IL RAMP CENTERLINE SHALL SE LOCATED AT THE CORNER RADIUS CENTERLINE PUN SYMBOL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (I 6" TO 24'~ - I-~nq a+. _ lOfiil .,i `3'-8„ CO O F:Riier °aCle luFiQ .'i
UNLESS OTHERWISE DIRECTED BY THE ENGINEER. DIAGONAL CURB RAMPS SHALL HAVE A SEGMENT OF STWJGHT CURB AT LEAST 24 INCHES LONG ACC 4' MIN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ::f~ .i _,r ~ I.,,3; F'.~ LOCATED ON EACH SIDE OF THE WING SLOPE AND WITHIN THE CROSSWALK FOR PROPOSED I - k'l.1C'3 ~ -a (f1'U eJIra JSt (fyP.) r;n•>h r i**~~; ~
MARKINGS. ACCESSIBLE RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv oO oO Anch:~t-aeecrtl'v 5, THE WING AND RAMP SURFACES SHALL BE 3600 PSI CONCREff WITH A 6' PWJTING STRIP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F IhISCi i21-d~ I,y~ iF ~,,,,t U-T,IF i IY, W U
SPECIFICATIONSHFOR OAD9°ANOE STRUC URES.NT EDITION NCDOT STANDARD 4' WALK g~ Wpm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = ~D FIOSh ~(I'dde Finisr~ al•~d~ Z
fi, DRNNACE STRUCTURES MAST ARMS, LIGHT POLES AND OTHER OBSTRUCTIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q Q Q Q I]F,I i~_r rl Jf ~tlJV" SHALL NOT BE PUCEO IN LINE WITH RAMPS, LOCATION DF THE RAMP SHALL 0 O O D ~Vlr `i'u E'~?~~ er-~ r.yde l u ,I TAKE PRECEDENCE OVER LOCATION OF OBSTRUCTIONS IXCEPT WHERE IXISTINC TYPICAL LOCATION OF ACCESSIBLE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-> _ ~ ' --1'-r ~ ~ r O
OBSTRUCTIONS ARE BEING UTILIZED IN THE NEW CONSTRUCTION. L~_~} ' ~ faa: RAMPS AND PEDESTRIAN CROSSWALKS ~ F h ~I 'j1 'Ff01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7. AT ALL LOCATIONS, NOT LESS THAN 2 FEET OF FULL HEIGHT CURB SHALL BE ~ E' P.}I~_ xy'I Feant Elevation; Side:Efevaticn
PUCED BETWEEN THE RAMPS ON SUBDNSON STREETS ~i'° & SEE STANDARD DRAWING 10.358 FOR DETECTABLE WARNING INSTAWTION. OO OO OO OO y<I. L!i; ~'L F~'! LJ1'. J.~
4 WA 4'-0" MIN. (VARIES W(rH WIDTH OF RPMP)
JCS 4'PUNTING STRIP 2'PLANTINC STRIP RFQfll ElevatlQTl ~idQ.EleyatloN ~os~ TRUNCATED DOME PLAN VIEW
Y, . ~~a 36 EE NOTE 7 TRUNCATED DOME SPACING NOTES: FENCE POST CAP
~ 'Q CROSSWALK 1, ALL DETECTABLE WARNING DEUCES USED IN NEW CONSTRUCTION SHAH BE OF A RIDGIO PRECAST OR EMBEDDED 70' MI PRODUCT APPROVED BY THE Citt ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED ON IXISTINC RAMPS
WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERINL ttPE ANO INSTALLATION (1E RESURFACING), FLOW LINE 'G~ 2, WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP, T vi
.1 ~ I C. I `.a1p,j 1 IFi'_ LI I-.--- DPi ~7 Ati. ~I 3. LENGTH OF DETECTABLE WARNING AREA SHAH BE 2 FEET REGARDLESS OF SECTION WIDTH. 0.4" NOTE 7 4, pETECTABLE WARNING ARE0. CAN BE S4UARE WHERE USED IN A CURB RADIUS I I I~. 6 5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A S4UARE GRID IN THE PREDOMINANT DIRECTION OF
OF TRAVEL TO P RMR W T M - , - ~ J' -t- E HEELS 0 ROLL BETWEEN DO ES. p , - 0.2" P N N P D 6 U it G STRI J_Y - ~ r I NOTE; I ' = ~ _-~=-J BOLLARD HEIGHT TO BE 5'-0"
P ~ 6. D T T WPRNIN N A ATIONS IXCE T ON iRYON STRE MA EC EC ABLE C AREA SNALL BE COLOR D BUCK I LL LOC Ef L 4' 4' WALK 5' WALK E L' I: WHERE FRENCH GRAY I5 TO BE USED, pg" r - J =,'-U" I 7, IF PAVERS ARE TO BE USE4 PAVERS SHALL 8E 6" THICK AND CAST FROM 5000 psi CONCRETE. _ ' I ~ ~ ( 6"~ STEEL PIPE- AT DRIVE-THRU WINDOW AND ~
IXISTINC OBSTRUCTION 8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TD 0.1MINATE TRIP HAZARD, I V---:~~~- - - ~ L- TYPICAL LacnnoN of AccESSIBLE TRUNCATED DOME SECTION i ~ L r ~ ~ ~ I FILL WITH CONCRETE AT DUMPSTER ENCLOSURE
RAMPS AND PEDESTRIAN CROSSWALKS ON THOROUGHFARES/SIGNALIZED INTERSECTIONS ~ I 1 PLACEMENT FOR OBSTRUCTED CORNER RADIUS OR SEE Ncpor srANOARD DRAWINGS I--- i j~ r._~rt~,rT T I r~r I___~ _1 ? r_ ~L,r~ F ~ I"i ~I j PAINT OSHA YELLOW ANCHOR PIPE IN CONCRETE ~ Z
CORNER RADIUS LESS THAN TEN FEET ~ FOOTING 2'-0" X 2'-0" X ( ~
NOT TO SCALE NOT TO SCALE ''-c~'
• CITY OF CHARLOTTE • CITY OF CHARLOTTE REVISED z/3/o6 P i an view P STANDARD PLACEMENT OF ACCESSIBLE TRUNCATED DOMES Pion view 2'-6" DEEP
LAND DEVELDPMENT STANDARDS ~ LAND DEVELOPMENT STANDARDS RAMP AND GENERAL NOTES aTD N R ° - PLAN AND CROSS-SECTION R ° alnu,oTT~. INDLUnES eHARLOTTE ETJ 10,35A ~"i"~~ INeLOnES DHA>~,oTTE ETa 10.35B CONCRETE CURB t ~ U ° V
BO~~ARD ~ ~ "
° ° a O .
~ ~ I ~ ~ e
, A
ti N ,1 ACCESSIBLE PARKING REQUIREMENTS sicNACE ACCESSIBLE RouTE t2• ' )ti NOTE: c ' '
_ _ MINIMUM NUMBER MINIMUM NUMBER OF ® © ® ® (SEE NOTE 3) _ ~ _ _ - _ _ l- x ~u LLL„ LL .f.~.~ TI TOTAL PARKING SPACES pF ACCESSIBLE SPACES ACCESSIBLE SPACES RE4UIRE0 ~ _ f" I SI 1 SUPPLEMENTAL ACCESSIBLE SIGN (R7-Se) USED IF , THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING " ' , +r ~
PROVIDED SPACES REQUIRED TO BE VAN ACCESSIBLE SEE STD. NO - - f`-- E - AI 50,09 FOR E I SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH - ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE, (SEE STD, N0. 50.106)
I TO 25 I t DETAILS z6 To so 2 1 VA N
51 74 75 3 1 : ACCESSIBLE SIGN R7-Be F I VAN
76 TO 100 4 i g' g~ g~ q~ 5~ g~ - 101 io 150 5 1 vAN - e RESERVED ACCESSIBLE ~SIGN R7-8e ~ e n r . 2 - O V
ACCESSIBL K--j p PARKING 151 TO 200 6 1 ACE _ RESERVED PARKING
201 TD 300 7 t ONE OUT OF EVERY EIGHT (8)ACCE55181E SPACES, BUT NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE H ~ SIGN R7-Ba _
301 ro aoo B t PARKING SPACE PAVEMENT MARKINGS ~ -`-I ` 401 TO 500 9 2 3/8" (11'PICAL) --SIGN R7-8°
1 IN EVERY 8 501 TO 1000 2% OF TOTAL gCCES518LE SPACES ~ -
B C ' O O ~ M-q 3/8"(TYPICAL) O ~ ' - - GS20-37.6 3/8" (TYPICAL) ycj - _ _
20 PLUS i FDR 7 IN EVERY 8 1001 AND OVER FACH IDO OVER 1000 ACCES5181E SPACES VAN H7~e RESERVED m MAXIMUM - _ - i I MAXIMUM
ACCESSIBLE 12"x6` PARKING MUTCD PARKING ~ PENALTY -.-SIGN R7-8D SECTION 4,1,2 (5) OF THE AMERICANS WRH D15ABILITIES AC7 (ADA). R7_-1 y $ 250 SEE 4.1,2, 5 d FOR MEDICAL CARE FACILITIES 12 xl8" MUTCD A ~ R7-SD U O olsAeLEO o PENALTY -.-SIGN R7-8D z $ 250 1
R7-8a o NOTES: PARKING PA39ENOER 12"x18" n MurcD R7-8e rc ~ LEGEND AND BORDER -GREEN ~ o L^J n~
1, ALL 12"x18" ACCESSIBLE SIGNS (R7-8a & R7-1) SHALL DE MOUNTED AT 7 FEET FROM R7-8a LOADING ° BACKGROUND -WHITE GRADEiO BOTTOM EDGE OF SIGN FACE (MUTCO), MOUNTING HEGHT CAN BE REDUCED TO DIMENSIONS (INCHES) p 5 FEET IF PUCED IN AN ARE4 BETWEEN SIDEWALK AND BUILDING FACE IN WHICH 72 x18" oN~r ~ z ~N
PEDESTRIANS ARE NOT EXPECTED TO USE, A B C D E F C H J K L N o SIGN APPROVED FOR USE ~Z 20-37,6 No STEED PIPE BO~~ARD
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) RI-BD 12 6 3/8 3/B 1-I/2 1-1/20 1/2 1D 2-1/2 4 1-1/2 m UNDER GENERAL STATUTE 20-37,6 REQUIRED ACCESSIBLE MAXIMUM U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA 72"x9" w RESERVED PARKING SIGN PENALTY w FINISHED GRADE DEPARTMENT OF TRANSPORTATION SUPPLEMENT, $ 250 +INCREASE SPACING 507e .m.
3, IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT) RAMPS ARE REQUIRED AT LOADING ZONE ARE0. MAXIMUM SERIES D LETTERS ~ s N FlNISHED GRADE SCALE; NTS PROJECT NO. IBC-08030
PENALTY R7-8D SEE STANDARD N0. SO.IOC FOR R7-$D PENALTY SIGNS ARE REQUIRED TO $ 250 12"x9" SUPPLEMETAL SIGN DETAIL -III II,, III I- ACCOMPANY ALL R7-8° PARKING SIGNS REQUIRED TO , ;,-..t,,, ; :KING SIGNS FILENAME: IBCO8O3O-D1
III I . III LEGEND AND BORDER -GREEN = r• :1 I I ERECTED AFTER DECEMBER 3i,1990 I) 31,1990 IIIII~IIII?`, " III = DESIGNED BY: SMM
BACKGROUND WHITE -III - SEE STANDARD N0. 50108 & SO.tOC FOR SUPPLEMENTAL SIGN DETAIL -III - IIIIi~ APPROVED DATE DRAWN BY: SMM RMR
NOT TO SCALE NOT TO SCALE NOT TO SCALE SCALE N.T.S.
• CITY OF CHARLOTTE ACCESSIBLE PARKING AND CITY OF CHARLOTTE SUPPLEMENTAL ACCESSIBLE CITY OF CHARLOTTE ~(~j ~ ~ SUPPLEME~ LAND DEVELOPMENT STANDARDS N. R LAND DEVELOPMENT STANDARDS N. LAND DEVELOPMENT STANDARDS SUPPLEMENTAL ACCESSIBLE DATE: 6-15-2009
OtANATTE. S GNAGE STANDARDS SIGN (R7-8e) SIGN INCLUDES CH,lltLOTfE ETd 50.10A INCLUDES CHARLOTTE ETd 50.108 INCLUDES CHARLOTTE RTJ SIGN (R7-8D) 50.10c SHEET NO. D-1
0 0 0
McADAMS

° °m w oz ° °m TYPICAL PAVEMENT MARKER o F..~ ~ n SIDEWALK (b' SrO.] H } ~ N Q Z O} p~ o~
Z r- ,,~o~`t~a Q) a°A eli A a Q¢ H~ z Q} 77 ~oP tio~sAO' unLin srAIP Q H 9 ¢ ~Q ~Q
(n O 5 6 0.01 (NIN. V3 O 3 D H O 7J U DROP CURB 0.02 'MIN.) 0.04 1MAS.~ 4" Z~ x Y) D H O Sl Z? x V r Ti N STD. 2'~S" g1A0 0.08 (MAX.) 0.02 NOAM.7 F' O Q' r ~ y ~ Q' Jo~ci ~oo~w PAVEMENT MARKER SPACING CNART ~a~~
H Z --i D BgCkOF 8 GUTTER SNONN 0.04 (NOAN.( D O N = Z N Z ~ S D O O a x Z =~Dyrn 3IDSS+< w¢QW= =0DD1j W¢QW= i¢zu.Z ~o'~°o-Di TYPE OF PAVEMENT MARKING TYPICAL SPACING (FT) o~Ziz
xNpOp P a A"oq~ s^ iz:1 MAZ. RAMP QUH°H - x(ZApO QV~pi.'~i z~oHm brN4^ z tnt-I.~OJ Z(..(~H~i TOP VIEW N~Wp J ;p ~ o ~ x ~ z ~ m SPEED LIMIT SPEED LIMIT F o ~ ,x~zw Zx~po < 45 M.P.H. hx~z`"
~~~D ~'SrWN~,N SECTION B-B o°H~ ~~~D o°H~ '~w°~ nor SKIP LINES AND CENTER LINES > 45 M,P,H, GR ~nF~o~ ~j ~ ooy~ ~p~°z AMBIENT LIGHT °oH¢ ~
< H ~ eiornALK . „ `~A" " TOP aF " ~ H < H N F' H z H ~ y D ALONG THRU LANES Z N~ ~ U a H ~ H ALONG TANGENT SECTIONS AND 80 40 N H • U1
(n ? ELEVnnoN rAAN~3InON Dead iAr~°rvsinoN case W ? N 0 W ? O 4" MIN. - 5" MAX. Z cues ~ ~ ? z N r ? ° ~ HORIZONTAL CURVES LESS THAN 6° a ° O a Z N GENERAL NOTES ao 4D ~ ~ (/l ~ ~
\ 'P OunsA LENS A LENS B vARIAeLE SLOPES NDT ~ YELLOW YELLOW HORIZONTAL CURVES 6° ~ ~ ~ • ~ O O Q
To EXCEED tzn Ie.a341 CRYSTAL RED LEN$_B ~ SECTION A-A ' -MARKERS AAE GENERALLY NOT AEOUIRED ALONG EDGE LINES, EXCEPT '~-i ~ ~ IF DEBIGNATED IN THE PLANS, OR DIRECTED BY THE ENGINEER. WHEN TURN-LANES - SKIP LINES 40 ~ ~ W O U
CRYSTAL CRYSTAL THEY ARE REQUIRED, SPACE THEM ON 20 FT. CENTERS, AND OFFSET SOLID LINES 20 2 INCHES FROM THE EDGE LINE ON THE TRAFFIC SIDE. CENTER LINES 4D ~ Z Q'y
scOEwALK z ISOMETRIC VIEW EXPANSIONdoINr ~ rn LENS A Q ~ m (ssE srO. e4s,oi( ¢ ~ ~ m -PLACE CRYSTALIAED MARKERS AT INTERSECTIONS AND INTERCHANGES MINI-SKIP LINES AT LANE DROP ~ ~ w a Z
Z NOTE: A PORTION OF ONE DA SOZH PAMP9 O ~ Z O iY Q MAY EXTEND OUTSZOE THE RETURN. W ~ 1" 1 tr3 N W W } r myr ~ 9 Z WHERE WRONG•WAY MOVEMENTS ARE POSSIBLE. POSITION THE AED SIDE APPROACHES 30 x0 Z ~ H O xi W } C ~ OF THE MARKER TO FACE "WRONG-WAY" TRAFFIC. WHEN USED, PLACE w ~ ~ ~ ~ G„' O
H C3 ~ p Y x = W A WtAH9" X B E%PAN910N JOINT M d D Q x H Q ~ Y 5 m H CRYSTAL/RED MARKERS ALONG THE ENTIRE LENGTH DF 7HE PflOJECT, TWO-WAY RAMP CENTER LINES 40 O V ~ ~ ~ ~
5' 0.0' S.3' 6.B' 6.0" (BEE BTD. 048.01) ~ O SIDEWALK ~ (p s' a.c' e.B' e.e' G.D"' SEE NOTE 1 c'~A< Q ~ m ~ ~ FRONT VIEW SIDE VIEW Q ~ ~ Q ~ R1 S -REDUCE PAVEMENT MARKER SPACING ALONG THRU LANES AS SHOWN ON GORE LINES 20 H d O ~ U a 2 THE SPACING CHART WHERE EXCESSIVE AMBIENT LIGHT FROM HIGHWAY 3 N ~ W f ~ ~ ILLUMINATION SYSTEMS, OA OTHER FIXED SOURCES COULD REDUCE PAINTED ISLANDS - WHITE 20 ~ ~ Q x
QArD s'ac' a.B' i.3's.s"' <qs ~CZ ?Z W C ` ' Z 5' 2.0' 7. e' 7.S' 5.0' / ~F Wl~, EXPANSION JOINT a o r f- Fw y THE IA EFFECTIVENESS (0.8 FT.-CANDLES OR GREATER ON ANY 1D00 FT. YELLOW 40 O ~ ~q ~ E-+ Z 3 ~ SECTION OF ROADWAY). W Z O~
77 = O s~FR°"~r (sEE sro. 84s,O11 p 1•,~ D m O 25 35 ? Q'I D 5' 2.5' B.3' 8.7' A.B' NyA ~ z D 0 ~ ? Z . D JJ 5' 3.0' B.8' &.3' 4.4' E%FAx5i0x JOIxi ~ / SIDEWALK ¢ Q O ~ ~ ~ z ~ ~ •DO NOT PLACE PAVEMENT MARKERS CLOSER THAN 2 INCHES TO A RAISED MEDIAN ISLANDS 40 ¢ ~ W ~ a ~ 0 O
n O 5' 9.5' A.3' 8.4' 4.1' ° 5'a.o' a.e' Bs' 3.B' ~ QC1U Q~H ~ b' 4.5' 10.3' 8.7' 3.4' F J Ri ~ F Q Z W Q ~ p PAVEMENT CONSTRUCTION JOINT (AS FEASIBLE), EXCEPT WHEN PLACED p Q a ra Z O ~ ~ R1 BETWEEN DOUBLE YELLOW CENTER LINES, AND ALONG YELLOW SKIP WRONG WAY RAMP ARROW 5 Z ~
D 5' 5.0' ID.0' s.e' 3.r P / W ~ y J APPROVED ADHESIVE N d. W ~ e = x (A+e"i a attsloN aotNi W 3 ~ PAVEMENT SURFACE Z Q Z ~ ~ LINER ON TWO-LANE, TWO-WAY flOADWAYS WHERE PASSING TS Q O \ W O 0. w N ~ ALLOWED IN BOTH DIRECTIONS. TAPERS 40 N Z ~ ~ W z E ~
H e = DisrANCE FROM FRONT EDGE aF SIDEWALK S = ~ =i H PAVEMENT SURFACE x G ¢ Z To encK PDINr of iza (8.334) sLaPE. IA Z N ~ L7 `BACK OF SIDEWALK DADP AEDUTAED FDq ALL iNIB PORTION aF PPNP ~ ~ ~ Q M W O' ~ ~ ~ Z -DO NOT PLACE PAVEMENT MARKERS DIRECTLY ON PAVEMENT NAARGW BRIDGES - EDGE LINE 20 = W ~ W ~ F ~
SIDEWALK SLOPES, J J N W ~1 "BACK OF SIDEWALK DADP AEDUTAED FOR CAO55WALK LIMITS. ~ { m a O $IDEWALK SLOPE3 0.04. mN BEE NOTE t (9EE NOTE t0i 6EE NOTE i Z O Q N W ~ O MARKING LINES. CENTER LINE 40 H ~ W ~ ~ ~
77 W N9 W ~ PLAN VIEW SEE NOiE$ GENERAL NOTES Q a z ~ -PLACE PAVEMENT MARKERS USED IN CDNJUNCTION WITH DOUBLE YELLOW ONE LANE BRIDGES- EDGE LINE 20 Z ~ Z a ~ ~ y CENTER LINES MID-WAY BETWEEN THE LINES. PROVIDE A GAP w Q ~ .-I BETWEEN THE LINES AND THE MARKER TO REDUCE DVERSPAAYING THE a O
DUAL AAMP3 2, 12 & 77 ANVAAOU •USE A MINIMUM OF 2 SQUARE INCHES FOR THE AREA OF EACH REFLECTIVE LENS. MARKER DURING REPAINTING OPERATIONS. WORK ZONE APPLICATIONS W ~ U ~
(40" MIN. FLDDA WIDTH) AoADwAr RoADWAV -FDA A COMPLETE LISTING OF PAVEMENT MARKERS AND ADHESIVES ACCEPTABLE FOR USE IN -MARKERS AAE NOT AEOUIRED ALONG MINI-SKIP LINES IN TAPERS. 2-LANE, 2-WAY BYPASS DIVERSIONS 20 FT. FOR CENTER LINE
PuNSVMBOL PLAxsr~DL THIS STATE, REFER TO THE NCDOT TRAFFIC CONTROL SECTION APPROVED PRODUCTS LIST AT PLAN VIEW CCF WCR WWW.DOH.OOT.STATE. NC. USIPRECONSTRUCTITRAFFIC/CONGESTION/TClPRODUSTS.HTM ALL OTHER DIVERSIONS Y2 NORMAL SPACING iiimiini~
DIAGONAL RAMP SHEET 1 6F 3 MAX. z5' RADII Cues Cur FDA f0A PROPOSED SHEET 1 OF 3 SHEET 1 OF t iET 1 OF 1 SHEET 1 DF 3 SHEET 1 OP 3 ,,,,~~~~`,plJ
(I, 5 (NDT PEAMIeSISLE FDAONEWWCONSTAUCTION] fUTUAE RAMP WNEELCHAIA RAMP SHEET 1 OF 1 8 8 0 848.05 1251.01 1251.01 251.01 1250.01 1250.01 . gyp'.
°m PLACEMENT ALONG WNITE SKIP LINES PLACEMENT ALONG WHITE GORE LINES °w oN 0 0 : v N~ F.~'' <v
AUXILIARY TURN LANES } Fy PAVEMENT oMo ~N~' aQ3 H'IZ 1/" RAD. 9 9 RAD. 2" RAp, PAVEMENT i ~ SURFACE HQ 0~ G, P 4
~ (n 0 0 AEFEA TO SPACING CHART ` 2O' Z~ 2 9 0 0 0 2~ 2 D H 31 15' 15' FOA SPACING AEOUCTIONG ~I ~ V D Fi 77 CC V rp~~-I O Q tLJpr-iz m0~-ii lLJpr~ z~'x a 6., 2, 0,. e ~ /6` RAD. 8~, QQ~ q~r N4+ht [C U m O 1/2"' RAD. 1 SURFACE z~ x v hii~U ~pH rD-'"'~xm ~ in %g" RAD. /4" RAD. H c0 . ~oaxz mo -ice 3" RAD. ° I i ~ 4° ~ w~oH
rmiZ~xD ~ ? ? ? ? ? ooyx Fiz-IxD ooyxz o C7 ~ W¢Zw G)077n1 ¢ =~ZDm I I . . ? ? ? ? ? ? FQao~ x~zDm ~c¢i~ox ¢p r-"z-I=D %8" RAD. i ~ . O~Nxz iQ~ti= S7p~0-I ~ ~ ~
xc~oo 1~- ;I ~ ¢ F H xvloo ¢ ~ 1D ~ ~x z ~x z z H v r-n + MARKERS OFFSET 2" N F O W z H p r ~t N N o ~UCCpC7 ?-nDDm o °.a ° i o- .a,.. o- ..o~. wQawx H H zy ~ , ~ r . ° J ° . ~ - m v 1~~ ~ ~ 2.. FU~O~ry
n20Z WSKIP FROM GORE LINES ?~(--(Q n=~Z ?Qi..(Q a ~ O fA ~ ~ 20' SPACING p q) ? iN ZOw zx~Op ~ ~ ".v ° ~ : a.~ ° .o ^ o_ n - p ~x~z,.." xwNJ ~oH ~ Z N' ° N 1~" RAD. rnF ow
• ~ D Z Fy `L D ~ ALONG LANE LINES z Fi ~ PLACEMENT ALONG WHITE I BLACK SKIP LINES D-Di ~ PLACED INSIDE OF {H ~ PLACEMENT ALONG YELLOW CENTER LINES " aH NF•1 , THE TURN-LANE. aFi zp~y+~ O=-~Z 2'-6" 1~" RAD. 1~-6„ o.o o ~p~Q D ~ I Q I z Hx
p0 O 80' , w? O O _ _ _ _ ~ ul? Z N REFER TO SPACING CHART r ? Z N ? ? ? ? ? ? ? wo NN v 2'-6" CURB AND GUTTER 1'-6" CURB AND GUTTER ~ ~ " ~ aH S ° z °m 8" X 12" OR 16" 9" X 12" OR 18" n o ° ~
5' 15' FOR SPACING REDUCTIONS REFER TO SPADING CHART + fOR SPACING REDUCTIONS 1 7 BD' SO' `i~ CONCRETE CURB CONCRETE CURB ~ 4`-0" PROPOSED Z
10' 1 D' ~ 15' 15' 15' ~ 15' 15' 2'-0" 2'-0" I ED EG OF ~ PAVEMENT 2" RAp, 2'-0" w
WHITE BLACK ~ ~ ~ ~ ~ ~ ~ ~ b:, 4• 8" 2'-4" MIN. 1 ~ ~ W ~ o....] I--' /8' RADIUS N 1/"' 1~_0~, 1' O„ Z
SKIP SKIP 12" ~ °o o ~ - - - w ° ~ ° io 44° u p~(
D Z MARKERS CENTERED ~ O Z ~ z LEGEND p Z ~ O BETWEEN DOUBLE CENTER LINES W H G O W N r PLACEMENT ALONG WNITE r Z C1 Z ° ~6 ° o o. (7° v.°. v,. 5 iv op:.;q ¢ Fa o~ 4 0 ~ a o. °6 MIN :P 17„ ~ F~ U
m v m H ?CRYSTAL/CRYSTAL PAVEMENT MARKER V OR Z Q m = MINI-SKIP LINES CENTER LINE5 FOR H d iT1 2 ri 0. z H 8 1 ~ ~
30' ~ W ~ TWO-LANE TWO-WAY ROADWAYS Q N ~ N DICRYSTALJAED PAVEMENT MARKER Q W ~ ~ UNDIVIDED ROADWAYS tr -H ~YELLOWIYELLOW PAVEMENT MARKER ? N p m = EXPRESSWAY GUTTER SHOULDER BERM GUTTER 8" X 6" MEDIAN CURB VALLEY GUTTER 3 ~ ~ Z ° C1 ~ ~ ¢ O I
3 Z ~ 0 ~ ~ ? ~ ~ ~ T'WO-WAY LEFT TURN LANES ? W $ Z ? W ~ o Y ~ ~ z SECTION VIEW OF CURBS OR CURBS AND GUTTERS o m ~ ~ o
a D MARKER CENTERED ~ ~ ~ D D ~ DIRECTION OF TRAFFIC FLOW ~ Y ~ ~ BETWEEN MINI•SKIP LINES ~ ~ A ~
~ ° LEGEND ~ Q 7C ° o Q S ~ Q Qo ~ p FILL B/B" x 1" DEEP o V m C~ a ~ fA GENERAL NOTES: GROOVED OA SAWN z ~ ,n,. O -PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT Q
~ ~ DETAIL F PA E E SNDWPLOWABLE RAISED PAVEMENT MARKERS ? ~ ~ F D O V M N T CRYSTAUCAYSTAL PAVEMENT MARKER N F. D w~ ~ ~ MARKER PLACEMENT oR z N ~ YELLOW PAINTED ISLANDS WHITE PAINTED ISLANDS z ~ JOINT WITH JOINT W ~ C D A 15' SPACING MAY 8E USED WHEN A MACHINE IS USED OR WHEN SEALER N ~ V Z 1 fib ~ SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED JOINT SEALER W
D Z _ _ _ QCRYSTAURED PAVEMENT MARKER x W ~ ~ 2 W G) fL-.__-_-. -_6n FNi ~ D ~ 20'SPACING M WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. i/8° RAD. GUTTER x ~ D
J W ~ 4D SPACING + ALONG WHITE LINES W Fi -q ~YELLOWi YELLOW PAVEMENT MARKER O 1 H 'i1 ALONG DOUBLE YELLOW C7 ~ ~ ~ ~ -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. ~8 RAD' PAVEMENT SURFACE H V Z -CONTRACTION JOINTS MAY BE INSTAlLEO WITH THE USE OF SURFACE ~ C Q O
Z ~ Z a Z O CENTER LINES ? ? ? Z a ~ + DIRECTION OF TRAFFIC FLOW W d ~ 31 ? ? ? ? ? ? ? W d -r ? Q ~ o TEMPLATES OA FORMED BY OTHER APPROVED METHODS. v.'. o ;v.' o:, .a = z d ~ CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN, OF 11~" DEEP. ~ a. ~ a ° ° ° ~ o;'' ' o::,, ~ w ~ ~
RAISED REFLECTIVE PAVEMENT MARKERS -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB, v. ° °.o. ~ WITH JOINT FILLER AND SEALER. PROPOSED ° ~ ' °
1- ~ ? p ? -SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB & GUTTER PAVEMENT JOINT FILLER Q y ALL RIGID OBJECTS. JOINT Q' Z
-------~B"- ~ ~ ? o LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT U p IN CURB AND GUTTER ~-1 a0
MARKERS CENTERED SHEET 2 Of 3 MARKERS CENTERED BETWEEN SKIP LINES SHEET 2 OF 3 SHEET 3 OF 3 SHEET 3 DF S iET 3 OF 3 SHEET i 6F 3 SECTION VIEW OF JOINTS SHEET 1 of a a
1250.01 BETWEEN DOUBLE CENTER LINES 1250.01 1250.01 1250.01 250.01 846.01 846.01 Q w ~
a~F
Q O
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2 W F XW h w W = ~ ~ ~ Z ~ cn 3 w U 3 rn 3 Z rn ~ ~ z
W w v¢i PROP. 1.5" OVERLAY u¢i w z 0
2.0' S.0' 4.0' Z ON EXISTING PAVEMENT 4.0' S.0' .0'
H
" FT, PROP. SLOPE PROP. SLOPE 1 / PROP. SLOPE=1/4"/FT. 8" FT - 1 4" FT 3 8" FT - 1 4" PROP. SLOPE=1/4"/FT. 1'/FT.
3/ / / / / / / /FT
~;1 0.5 ~ I 0.5 3, r °o°°°°°°°°°°°°°°°°°°a°o°°°o°°°°°°°e°° °°°°°°°°°°°°°°°e°°e°°°°°°°°°°°°°°°°°°°°°°°°0°0°0°0°O0°0°0°O0°0°0°0°0°0°0°°°o°0°e°0 0°
1:1 ,°,°,°,°,°,°,°,°,°,°,°,°e°e°e°°°°°°°°°°°°° ° EXISTING GROUND ^°^>°°~----1:1
PROP. WIDENING PROP. WIDENING f
NEW 2.5' CURB WIDTH VARIES 3" S9.5C W/LAST LIFT OVERLAY ~ 1.5"/LIFT WIDTH VARIES NEW 2.5' CURB
AND GUTTER PER 4° 119.OC AND GUTTER PER NCDOT 846.01 6" 625.OC NCDOT 846.01
STEELE CREEK ROAD TYPICAL SECTION az
STA. 8+82-10+35
N.T.S ~o
~z ~
Q ~
A
w a ~ z n.
O ~ UJ ~ O W U ZW U W
F Z ~ W Q ~Z Q W 0!
J LL W Z ~ X W fn Z w W U
w Oo wU Op Zw w o PROP. 1.5" OVERLAY w~ ~ o
~ w o = ON EXISTING PAVEMENT o ~ X ~ o U w~ 6' (TYP.) 6' (TYP.) w N VARIES w~
SHOULDER _ SHOULDER
PROP. SLOPE PROP. SLOPE
3/8"/FT - 1/4"/FT 3/8"/FT - 1/4"/FT 1"/FT. 1 "/FT.

1L_ -J1 1:1 EXISTING GROUND 1'1 1~ 2 3 3
.0 PROP. WIDENING PROP. IDENING Fri
WIDTH VARIES WIDTH VARIES VS
3" S9.5C W/LAST LIFT OVERLAY ~ L5°/LIFT 4" 119.OC PROJECT N0. gC_08030
DITCH SECTION VARIES 6" 625.OC
SEE PLAN FOR DETAIL STEELE CREEK ROAD TYPICAL SECTION FILENAME: (BC08~30_D2
DESIGNED HY: SMM
STA. 3+94-8+82 ~l STA. 10+35-15+60 nRAwN HY; SMM RMR
N.T.S SCALE: N. T. S.
DATE: 6_15-2009
SHEET NO. D-2
McADAMS

A B SEE APPROVED TREE I 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. B C ~
PRESERVATION PTAN FOR ~ ~ \ 2. UNOSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES, REQUIRED RADIUS 3. REFER TO Citt OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 07000 - OF TREE BARRIER ~ ~ FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION,
J ( PLANTINGS IN STREET RIGHT-OF-WAY I i ROADWAY DESIGN MANUAL PART IH
~ J
~ O PAVEMEM EDGE CONSTRUCTION 1-3E ~ U
~ A B ~ GENERAL NOTES F 1 ~ ~ cD U~
7, TREE GRATES AND ASSOCIATED IRRIGATION SYSTEMS ARE REQUIRED AT VARIOUS LOCATIONS IN THE UPTOWN AREAS TO COMPLY W'fiH THE UPTOWN ~ ~ ~
1 STREELSCAPE GUIDELINES AND OTHER ZONING REQUIREMENTS. ALL OTHER INSTALLATIONS OF IRRIGATION SYSTEMS WITHIN THE RIGHT-OF-WAY OF CITY OR STATE MAINTAINED STREETS REQUIRE AN ENCROACHMEM AGREEMENT IXECUTED THROUGH COOT OR NCDOT. THE CITY'S ENCROACHMENT AGREEMENT REVIEW/APPROVAL PROCESS MAY INCLUDE ADDITIONAL REQUIREMENTS, CONTACT COOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL, AND LIABILItt INSURANCE COVERAGE REQUIREMENTS. B,_O„ MAX. SURFACE E_1 ~ ~ lCJ ~ U
7 2. A DRAINAGE SYSTEM IS REQUIRED AS SHOWN FOR ALL IRRIGATED PLANTING AREAS LOCATED ADJACEM TO STREETS, ALL IRRIGATION/DRAINAGE SYSTEMS NOT REQUIRED BY C couRSE EAAH MATEUAI. ALL ASPHALT o
~ THE UPTOWN STREET GUIDELINES REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED BY COOT OR NCDOT FOR CITY OR STATE-MAINTAINED ROADS, RESPECTIVELY. CONTACT COOT OR NCDOT TOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL AND LIABIIItt INSURANCE COVERAGE REQUIREMENTS. o _ ~ ~ w ~z~ ~ gENCH SECTION ~ ^ ~i H
'a PLAN VIEW OF ROOT ZONE 3. AN INSPECTION SCHEDULE IS NEEDED FOR TREES THAT WILL BE PLANTED IN THE STREET RIGHT OF WAY DUE TO ZONING OR OTHER REQUIREMENTS WHEN D~7D'OR l65 ~ w ~ MZ ° MfE 1,.~ U) H O W
WNDSCAPE INSPECTION INCLUDE THE FOLLOWING; 0 o couae ' R 6 GUIDED SCCTtON ~ ~ (~y' Q .N ~ - wxEN D.ovDT Ta ~ ~ ~ ~ ~
SUBDRAINAGE INSPECTION I N TREE PIT/WELL OR PLANTING STRIP INSPECTION tNtaMEDUTE O w ~ M
ONE FOOT FOR EACH SOIL MI% APPROVALS/INSPECTIONS INCH OF TRUNK DIAMETER w TREE APPROVALS/INSPECTIONS - PRIOR TD PURCHASING THE TREES, TO DE MADE BY THE Cltt ARBORIST OR ASSISTANT Cltt ARBORIST - 336-4262 C01lRSE ~ d W
OR 1/2 HEIGHT Of TREE ? THIS MAY INCLUDE PHOTO APPROVAL OR PARTICIPATION IN TAGGING THE TREES. FOR PRUNING SEE WHICHEVER IS GREATER J TREE PLANTING INSPECTION INTERNATIONAL SOCIEtt ~ IRRIGATION INSPECTION z .r ,y.. a Z O
OF ARBORICULTURE SPECS. 6' MINIMUM WIDTH o FINAL WALK THROUGH ~ FOR 2 CAL. TREES 6" BARK MULCH, PLACE BARK ALL OF THE ABOVE INSPECTIONS WILL BE PERFORMED BY THE Cltt LAND DEVELOPMENT DN. (URBAN FORESTRY SECTION) EXCEPT FOR THE TREE APPROVALS AS NOTED, m ~ suRFACE e' ti FAILTH ANTERUJ. AGGREGATE BASE E-2 ^ ~ Gy ~ O ~
- MULCH AT AREAS NOT DEAD TREES AND SCRUB OR UNDERo PROTECTED 8Y BARRIER. _ couRSE M~-~-I ~ Z F.J~ ~ w o
GROWTH SHALL BE CUT FLUSH WITH-I t. TREE OMB ADJACENT GRADE. NO GRUBBING TRENCH SECTION ~ I Ir.
REMOVAL ALLOWED UNDER DRIP LINE. •~~;.t •~'~v ~ MhiEDI D~1fY OR LESS ~ W ~i F ~ ° r Atx w U 4 ~
2"x4" STANDARDS + i"x4° RAILS o,~• _ ~ ~ ~p~ GENERAL NOTES: OR ORANGE SAFETY FENCING I MAY BE USED. ^ =11~ I I1=, - -III-I 1. AlL CONCRETE TO BE 3600 P,S.I, COMPRESSIVE STRENGTH. IESSIVE STRENGTH. - - ~ ~ ~ ~
I ~ II I II ~ III I_L- ~ 1= h 2. ttPE OF PIPE TO BE USED IS 1-5/8° MAX. O.D. BIAGK IRON, I L II i I 1- 3. ALL JOINTS TO HAVE A 1/2° FILLET WELD AT ALL JOINTS, IA%. O.D. BIAGK IRON, LOW CARBON PIPE OR GALVANIZED. AT ALL JOINTS, ~ O O
4. AFTER INSTAIlATION PAINT ASSMBLY WITH BLACK ALL WEATHER E 5. SEE DETAIL 50,04-8 FOR WARRANTS BLACK ALL WEATHER ENAMEL, w ~ ~ v
6' AGGREGATE BASE E~
• CITY OF CHARLOTTE • CITY OF CHARLOTTE TREE P ~ T ~ ~ ~ -NOTES • CITY OF CHARLOTTE tURFACE COURSE FAJRH MATEDAI. ~+++++uTEErTr ~
LAND DEVELOPMENT STANDARDS ~ LAND DEVELOPMENT STANDARDS TYPICAL ~ LAND DEVELOPMENT STANDARDS TREE PROTECTION DETAIL T - DRAINAGE P TIN N TYPICAL- HAN D RAI ~ STD. ND R GRADED sECnoN ~ ~ ~ ,
° ( AND INS EC 0 ) C[IAEIA'fTE. INCLUDES CHARLOTTE ETd 40.02 (BiA1SI,OTTE- INCLUDES CHARLOTTE ETd 40, ~ O INCLUDES CHARLOTTE ETd 50.04A ~ ~
0 ° ° o AL
tNTEFAVEDUTE , ~ • 747 ~
NOTES: COURSE ~ ~
9 ' NG ~ D 6 ~ ~ ....P1,~.~~L`,0
1, REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY D
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 0 A ' ^i, . , W FOR ASIfIALT .6 8' CURB- & GUTTER E~ rrr''r n E E w+++'++,~ 1'p` ~ W FOR ARC ~ TZ' tNTERAIEDIAI! SURFACE
3. STAKING IS REQUIRED FOR ALL TREES IN R,O.W. OR UPON /~/i/ RE UEST OF ARBORIST. / . , . ' O Mr r: ,v suRFACE COURSE couRSE
4 REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A , LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS. O ~ W ilC1},'•yE~ ~ 6' ~ :•:1},'•bs o,,e c uo RsE®utE
3 3 w w
3/4" NriON $1RAP 6" SI1P KN07 PATH STOP NNOT~ 6" LARGER THAN TfaEE DIAMETER ° pr w w ~ ~
RooT cROW1+ To BE pT FlNI$H GRADE KEEP MULCH AWAY FROM 'WHEN 0 IS EESS 1PEAN S' THE CURE i OUiT9E WILL RE tNACED ON SURGRADE. ~ ~ " ASPHALT RASE - }g RS TO EE USED UNDER GUAR i GUF19t WHEN D~4 Y1' CRt MORE. Z Z
TRUNK I" ro z" 6° CONCRETE WITH 6°x6" WIRE MESH 4" HIGH / 6" 1NDE MAXIMUM E tY ~ w w w w
BERM OV7510E CR ROO7BNL "MAXIMUM LAYER OF MULCH Z Z ~ ~
3 - i"xYxl6" W000 STAKES N7D1 CENTERED S/6" HDIE ' W W
DRIVEN IN uNE RR,H STRAP ~ 4 COMPACTED AGGREGATE BASE COURSE EQUALLY SPACED AROUND THEE FlNIS4 GRADE PROP. VAR. WEDGE DEPTH ASPHALT CONCRETE SURFACE COURSE URFACE COURSE TYPE S9.5B AT AN AVERAGE RATE ~ ~
OF 112 LBS PER SQ. YD. PER 1.0" DEPTH TO BE PLACED IN LAYI ;c~:aya';. A PLACED IN LAYERS NOT LESS THAN 1.5" OR ~ ~ ~
I GREATER THAN 2.0" DEPTH FOR A SINGE LIFT (TOTAL MAX. PAVE ~ BACKFILL AS SPECIFIED OTAL MAX. PAVEMENT DEPTH 3") REV. DATE :01/02/42 ~ o
REMOVE TiPIDAL EXDESS saL ,ti III= ~ III=I ~ f- COMPACTED SUBGRADE PROP. APPROX. 1.511 ASPHALT CONCRETE SURFACE COURSE TYPE FROM ROOT CROWN " B _L 168 LBS PER SQ. YD. IN ONE LAYER. ;E COURSE TYPE S9.SB AT AN AVERAGE RATE OF ~ o ~ ~ ~ I
ANO°~Ir~1~5jPe5R`APC °"°ISTUReEOSa` C PROP. APPROX. 3.0" ASPHALT CONCRETE INTERMEDIATE COURSE ~ ° o EDIATE COURSE TYPE 119.OB AT AN AVERAGE RATE W~ a a
ROOT BALL DIA, tY OF 342 LBS PER SQ. YD. 114LBS SQ. INCH x 3" REMOVE iCR I/S CE NIKE VARIES BASKET YMERE PRESENT
6" CONCRETE PAD D PROP. VAR. WEDGE DEPTH ASPHALT CONCRETE INTERMEDIATE COI RAISE PIT BOTTOM TD SET R°OT GROWN RATE OF 114 LBS PER SQ. YD. PER 1.0" DEPTH TO BE PLACED II JTERMEDIATE COURSE TYPE 119.06 AT AN AVERAGE
AT THE CORRECT HEIGHT, FIRM SOIL DNDER ROD7 $ALL. GREATER THAN 4,0'1 DEPTH FOR A SINGLE LIFT (TOTAL MAX. DEP TO BE PLACED IN LAYERS NOT LESS THAN 2.5" OR TOTAL MAX. DEPTH CAN NOT EXCEED 4")
ALL TREES sHAU MEET AMERICAN STANDARD FDR NuesERY STOCK (ANSI z6o.T-zoD4) E PROP. VAR. WEDGE DEPTH ASPHALT CONCRETE BASE COURSE TY 'ASE COURSE TYPE B25.OB AT AN AVERAGE RATE OF ~
FoR EXAMPLE. cnuPER HEIGHT (RANGE) MAx. HEIGHT MIN, RooT BALL DIR. MIN, RooT eALL DEPTH 114 LBS PER SQ. YD. PER 1.0" DEPTH TO BE PLACED IN LAYERS 2" 12-i4' 16' 24" i6" ACED IN LAYERS NOT LESS THAN 3.0" OR GREATER ~
a" La-IS' ta' 32" zI° NOT TO SCALE THAN 5.5" DEPTH FOR A SINGLE LIFT TOTAL MAX. PAVEMENT DE X. PAVEMENT DEPTH NO RESTRICTION ~
F EXISTING PAVEMENT • CITY OF CHARLOTTE P ANTI N 211 BITUMINOUS CONCRETE SURFACE COURSE Q~
LAND DEVELOPMENT STANDARDS TREE ~ ~ TYPE 59.56 STD. No. R -t- 21f BITUMINOUS CONCRETE INTERMEDIATE COURSE WEDGING DETAIL - AS REQUI ~oz
INCLUDES caArsLDTTE ETd (FOR SINGLE AND MULTI-STEM TREES) 40,01 TYPE 119.06 N.T.S - AS REQUIRED ~ ~ o .S ~ ~
D Q~~
° 8" COMPACTED AGGREGATE BASE COURSE z~
Quo ~Uz
III= ~ = ~ (=1 ~ COMPACTED SUBGRADE
¢ 8 FEET ~ VFRIICAL CLFAR ZONE WNNW RF71f OF WAY IN ¢ PRORCIEO PRFA ND WW1 RFWFORCINC NOTES: POST CONSTRUCTION ^ O I. 4-6 INCH LAYER OF AMENDED CONTROLS EASEMENT (PCCE) F--1
WARNINGI HEAVY DUTY PAVEMENT SECTION SOIL IS RECCOMMENDED ON ~ H LRiORAL SHELF AREA WHERE ~ Q
I,-O. PLANTINGS ARE REQUIRED (SEE "'°'y°~°'~~'+j„ a SOIL PARAMETERS IN BMP ti'~S w~ ~,Y>> ALL BERM SLOPES TO BE DESIGN MANUAL M+?`'^ s~- ;d ~'~":M STABILIZED WITH GRA55.
NAND RAIL 2. PROVIDE 20 ACCESS EASEMENT e u+,, ti•+ ~jl~;,.y~. ~ i gx}y$,F'Ny~9~5,"tit ~f.y,, Yw,7 r. ~sr~S'~: W F+i
} i $IDEWAU( 2'-0" Minimum PVNiING $MIP ''-D' SURFACE COURSE: i0 CONNECT WETPOND 'T?"'fl }u~r~ ~.r,~±„,. ""+y .MIS f} .W~~„ ~ fi~' w U EASEMENT TO DEDICATED RIGHT ~ , 3'.I SLOPE ~iJ"HU.w ~ ;%5s;r,~ .,g,1'9lOPE x;; ~,';:+d OF WAY. ACCESS ROAD SHALL ° jte5x, j,"
uo°uuA. wnu. NAND RNL Q" SF9.5A HAVE MIN, 12' STABILIZED 2:1 SLOPE viyy, iF~~+1~~~F'~ ~ P "~C. ' . A x x' x, i k WIDTH MA%. LONG. GRADE OF ,T,,`a1R~,cv?.~„ s,,'~~,. ~,'x~g .:x~, x. s•, d
GEOGRID AREA 4X4>X(zxs) WNF PROTECTION !AVER COOT EIICfoadYMnt II j B FEET VERIK.N. "DLEAIt" ZONE LOCAim I FOOT ABOVE 70P GRID UYEA 15%, MAX. CROSS-SLOPE 5%. ~ ~ da,'~ ~A"ii!`-" „ ~ ~ ~ ~ x' ~ x~' + r,
~~I(~)()(_~( (NO WAll RENFORCING) (NOT PART Of GEOGRID AEINFOACING), e/S' RISER G . ~~PERMANEM~POOL ELEV .pR~TRASy~... ~ UTFALL
..PIPEaLMEAr~ `M~uw+WALL 6'1 COMPACTED AGGREGATE BASE COURSE WARNING SIGN SEDIMENT ° ~ ~ PROTECTION rk. REBAY w.
DETAIL TYPICAL SECTION ~ GEOGRm REINFORCING FOA WAll ~'y ~ >F RIP RAP INLET Aao~i^~%• . x.,• ~
WARNING SIGN LOCATION _ (TO BE LOCATED BEYOND LIMI7$ OF GEOGRID) _ - III= f = ~ ~ ~ = COMPACTED SUBGRADE PROTECTION x . , OR INLET PIPE ~ ~ x •x:. ~ t " n;, x~'' A
NOTES LIGHT PAVEMENT SECTION if ,`I ~AqC '~..x x, . • 2,'S'L VALVEN NCBERMN ~Cv
i. MI5 DRAWING MM151PAlES ME CONCEPTS TD BE USFD FOA 40WUR WNL $IDEWAtIt INSTIMAMNB AECARgNG WARNING SKR! PLACEMENT, CIFIR SPADE REWIREMENIS, CEOCRID GEOGRID REINFORCING PRDIECIKW, AND THE x® TO WTAIN AV ENCROM.fWEM AGREEMFM PMDR 10
CONS1RlCiKM. MIS DETNL DOES NOi 0.Y191RNE A STRUCTURAL DEgGN, NLL CCxG1AUCMA4 FANS FOR RETMNING WALLS 4USf BE SFJLED IX A RRGFlssxx+u ENGaEEA IKiENSED IN NORTH CAROLINA 0.40 G18MRIED A 11[ CITY WPoNC INE PLW RENEW /
PROCESS. 2, %ACdEM ~ AW FORMN Di A 40gAW RETNNNG WALL IN ME AGHF-OF-WAY / Q R/W ~v~ J'J POND MAINTENANCE INfORMATION ~ MERGENC SPILLWAY
(R/w) SHNL flEDUIRE AN ENCOGACxMExf AGAISMgT TO BE IXEWIEO WIIX CWT PRIOR ttl ~MOGUUR WAIL Cg1STHUCDFM .1, HANLNWIS SHNL ExEEM MROUGH ME PAOIECTEO ARG MID wAANING SIGNS SNVl ~ MUST BE POSTED AT SITE \ •.,;•,K, MUST BE LINED AND STABILIZED \ (10~ MINIMUM LENGTH) OPTIONAL; OUTLET STRUCTURE
ATUCXED 10 ME NAVORAI Ai FICN EAU CF ME FAOtECIED A4FA 1. AODIIIOWL MEAWRFjG) MAT BE REWIRED B! CWT. MAY BE DESIGNED AS 50 YEAR 20' ACCESS OVERFLOW IN LIEU OF EMERGENCY
A »R9 CETNL APPIJES ONLY TO STNEEIS MNMNNW (pt [P~~-MVNTNAEp) 6! ME CRf 9f CXARLOitE USE OF MIS OETNL ON AN IXISDNG rY,Wi-MYNTNNEO ROADWAY, OR EASEMENT TO PUBLIC SPILLWAY, ~ ~1 R/W, (TYP) ~y
ALONG ONE THAI WUUN N¢0 TO eE MVNFNNED BY NCWi, OCCURS Ai ME OFIELOPEKS OWN RISK. SWX AEINNINC Wells NQD ME AvPAWM OF NCWi. WETLAND PLANTING ON 10 F00T 10;1 LITTORAL ~
6. CWi PREFERS RUi NL AEMNING WAllS AND MWRiMMGEE BE LOCATED OUTSIDE CF PLAN VIEW NANDRNL ME R/W Ix ORWR i0 PRDAOf IDEWAIE SPeDE FOR MNFS (AfRW. ANp UNOfliGRWND), UNDGGPING, MWWALNB, ANO OMER ItEMG. WARNING SMrN LOCAIXM: ~ ' PLAN VIEW SHELF AROUND PERIMETER O
, {TO BE LOCATED BEYOND UMR$ OF CEOCRID) 3' S9.SC
NOT TO SCALE NOT TO SCALE
• C[TY OF CHARLOTTE MODULAR RETAINING WALLS 4" 11s.oc • CITY OF CHARLOTTE ~ U F"'T
LAND DEVELOPMENT STANDARDS T.N. R USING GEOGRID IN THE RIGHT-OF-WAY WETPOND PLAN Ul LAND DEVELOPMENT STANDARDS T N R ~1
QL1R1.01"lE- INCLUDES CHARLOTTE ETJ 10.39 CJIAE~OTTE BMP FIG, 4,22 ~1 I INCLUDES CHARLOTTE ETd 21.05 2 ~ WT/ o ~~~"~~~~1111 Z
° -~-6" B25.OC
A ~
STEELE CREEK ROAD-PAVEMENT SECTION A
U
F~
tH~
Vf
PROJECT N0. IBC-08030
FILENAME: B C080 30- D 3
DESIGNED BY: SMM
DRAwN aY: SMM RMR
SCALE: N. T. S.
DATE: 6-15-2009
SHEET NO. D-3
McADAMSY
- -

w~ PLAN VIEWBAFFLE _ 3 BAFFLE:
ENO aF naREO sECna~ SEDIMENT BASIN ~ DWARF DESIGN CRITERIA , / e„ - CLOTH ,y
/ SURROUNDING !f ' 8' MAx. DRAINAGE r SKIMMER NDTE$I ^~~~411 STEEL POST AREA NO AC.
NOTES, 9TEEL POST 8' MAX I. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGm, WIDm AND DEPTH OF APRON WIRE FENCING WIRE FENCING (ACRES) C100 AC. /
TO 6E DESIGNED BY THE ENGINEER, z t. REFER TO NCESCPDM g FILTEA FABRIC INFLOW 1p' SECTION #6.61 FOR ~fJ' w 5 WASHED sroNE MIN' MIN. ADDITIONAL DESIGN ~y Q
STD. ~ 2 RPFRAP TAPRON DESIGN STANDARDS NBURG STORM WATER DESIGN MANUAL FOR TITLE SPECIAL REQUIREMENTS & NOTES wovEN FILTER FABRic °n ~ u M LENGTH TO STRUCTURE 'T SPECIFICATIONS oeE WIDTH RATIO 2:1 ~ REGARDING SEDIMENT ~ Q
SPEC. # 3. RIPRAP SHOULD E'1(TEND UP 60TH SIDES OF THE APRON ANO AROUND THE END OF THE PIPE OR CULVERT AT mE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2'.1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR H a FtOW y0`' _ BASINS. • ~ F
6.17 ROLLED EROSION CONTROL PRODUCTS - cuLVERT HElcer. s e e e MAx 2. REFER TO STD, #30.19 ~ ~ ~ ~ LENGTH TO 6:7 FOR BAFFLE SPACING ry ~I - WIDTH RATIO ISER AND INSTALLATION. • I-7 WQ p~
6,51 HARDWARE CLOTH cC` GRAVEL INLET PROTECTION - 4. MERE SHALL BE NO OVERFLOW FROM THE ENO OF THE APRON TO THE b ~ `ol - SURFACE OF THE RECEIVING CHANNEL mE ARFA TO BE PAVED OR RIPRAPPED - - - SHALL BE UNDERCUT SD THAT THE INVERT OF THE APRON SHALL BE AT THE - ANCHOR Saar SKIMMER 3, FIRST BAFFLE IS TO BE F/-I. ~„I LCD ~ _ 8" MINIMUM MIN, 1800 AVEPACE ARFA• DEWATERING CONSTRUCTED OF ~ ~ W O
6.60 TEMPORARY SEDIMENT TRAP WEIR TOP WIDTH 10' MIN., BOTTOM 7' MIN. SAME GRADE (FLUSH) wITH THE suRFAC6 OF THE RECEIVING cHANNEL. mE _ APRON SHAD. HAVE A CUTOFF OR TDE WALL AT THE DOWNSTREAM END. 6,61 SEDIMENT BASIN FLASH BOARD RISER NOT PERMITTED wl - VOWME (CU. FT. WIWH W = DEVICE RIP-RAP AND ~J5 ~ REQUIRED PER AC. L WASHED STONE, WITH A ~1I---y~~
5, mE WIDTH OF mE ENO OF THE APRON SHALL BE EQUAL TO mE BOTTOM cNO aF epROx GENERAL NOTES: WIDTH OF mE RECEMNG CHANNEL, MAXIMUM TAPER TO RECEMNC CHANNEL 5:7 DISTURBED) , ~ BASIN WATER MIN. HEIGHT OF 3' AND ~ / ~ ~i W H SURFACE AT TOP OF PRINCIPAL L ~D H
1ST BAFFLE; RIP RAP & WASHED STONE BERM 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. PL4N i, FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDm ANO SHALL HAVE A MINIMUM 2ND BAFFLE; STANDARD BAFFLE 7, THE PLACING OF FILL, EIMER LOOSE OR COMPACTED IN mE RECEMNG OF 6 UNE WIRES WITH tt" STAY SPACING. dUM 435 SPILLWAY M v ~ MIN. TOPWIDTH OF 2'. ~ ~ r~ Q M SURFACE (Sq. FC 4. FLASH80ARD RISER NOT Ih~,, W
6.64 SKIMMER SEDIMENT BASIN 3RD BAFFLE'. HARDWARE CLOTH SURROUNDING cHANNa SHALL Nor BE ALLOweD. 2. wovEN FILTER FABRIC Be USED WHERE sar FENCE Is To REMAIN FOR A PERIOD of MORE THE SKIMMER B. NO BENDS OR CURVES IN THE HORIZONFAL ALIGNMENT OF THE APRON o s SCORE THAN 30 DAYS, LORE PER CFS PERMITTED FOR USE IN ~ ~ ~ ~ ~ Q REQUIRED 010) CROSS-SECTION VIEW NOIE THE Citt OF CHARLOTTE o ~ IlD ~
WILL BE PERMITTED. 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE. `L 1' FREEBOARD W
9. FILTER FABRIC SHALL BE WSTALLED ON COMPACTW SUBGRADE PRIOR TO _ PLACEMENT OF RIP RAP, I 4. WIRE FENCING SHALL BE AT LEAST x'10 GAGE WfTH A MINIMUM OF 6 LINE WIRES WITH 72" 6" MIN. INVERT ELEVATION EMBANKMENT ` W Q ~I t2" 8TR~CTURE OF EMERGENCY SPILLWAY ~ T d n Z ~ ~
I' STAY SPACING, i'-8" FlLT[R F18PoC LAP 10. ANY DISTURBED AREA FROM END OF APRON TO RECIENNG CHANNEL OF xECOEb) MAINTENANCI MAINTENANCE NOTES; PRIMARY SPILLWAY (RISER) ~ ~ ~ ~ p
THE STANDARDS & SPECIFICATIONS SHOWN ARE FROM THE °NORTH CAROLINA EROSION AND SEDIMENT Musr eE sraBluzzo. s, TURN sar FENCE uP SLOPE AT ENDS. USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION COFITROL MANUAL OR ELEVATION I. FILTER BAR CONTROL PLANNING AND DESIGN MANUAL" (NCESCPDM) PREPARED BY NC DEPT, OF ENVIRONMENT AND CHARLOTTE MECKLENBUAC sroRM wnrER DeslcN MANUAL FoR DESIGN DATA 6. WIRE MESH SHALL BE MW. 13 GAGE WITH MAXIMUM 1z^ oPENINCS, HIS AcENr PROLONGED I. FILTER BARRIERS SHALL BE INSPECTED BY THE nNANCULLY RESPONSIBLE PARtt OR 'MIN. ~.T~ t~ Q Q HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING DEWATERING ~ O a I-a ~ ~ PROLDNGEO RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
NATURAL RESOURCES (NCDENR), 7, WIRE ANO WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES xamm~~ OypL GREATER mAN 10 FEET VERTICAL (2:1 SLOPE) 2. SHOULD TH 'EB ~ ( 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTNE PRIOR TO THE END OF ZONE Y H _ EMERGENCY ~ ~W5 O
mE EXPEC THE CITY OF CHARLOTTE HA5 ADOPTED THE SPECIFIC STANDARDS & SPECIFICATIONS SHOWN ON THIS B. ORANGE SAFETY FENCE Is REQUIRED Ar eacK of SILT FENCE WHEN cRAOwc Is AuIACENr SHALL BE I THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC FILTER FABRIC ~ SPILLWAY ~NN'+ ENT SHALL BE REPLACED PROMPTLY. / y \ ~ ~ W W
DETAIL AS MANDATORY MINIMUM DESIGN STANDARDS & SPECIFICATIONS, °SPECIAL REQUIREMENTS & ;~X,;;t RIP RM ~ To SWIM BUFFERS, STREAMS oR wEnoNOS (REFER To SWIM BUFFER cmoeuNES) rHe 3. seDIMENr I x ~1 c y~r 1~ COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE OF THE BA NOTES" ARE INCLUDED WHEN THE CITY OF CHARLOTTE'S CRITERIA ARE MORE STRINGENT THAN THE ;;,:;hl,;,=,~:~ nREAS. FENCE Is v IVE 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT SEDIMEia ~ ~ ~ \--pN11-SEEP W ~ E ~ OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER 1HE SILT STORAGE ZONE BAFFLE COLLAR U Q
NCESCPDM STANDARDS. ~ T (>xu:xxESS) 9. DRAINAGE AREA CAN NOT BE GREATER THAN 7/4 ACRE PER 100 FT OF FENCE, PREPARED FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, DATA BLOCK NOT TO SCALE Z a PREPARED aND SEEDED. Drainage Denuded Basin Volume Basin Surface Area Cleanout Skimmer Skimmer ~ .-i ~i ~
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORM CAROl1NA NOTE: urER aF eLT~ FnsRlc EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. Basin Area Area Required ProNided Required ProMtled Depth H (Feet) Z (Feet) L (Feet) T (Feet) W (Peal) Plpe Dla. Orifice ~ Q ~ (Acres) (Acres) 01D Cubic Cubic SO FT. SO FT. (FT.) Hl2 (in.) Dia (in.) ~ ~
NWMU4 N~1/3 %PE OIANEIEA " d50 (see fig 6.06 a&b °NC 6EgMEM AND EROSION CONTROL MANUAL" 11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OmER 1 25.4D 21,60 62,75 45720 92957 27335 30189 6,21 10.0 12.5 20.0 1.5 10,0 5.00 5.00 w ~ ~ u 2 (PH 1) 5.50 5.5D 17.19 9900 34685 7490 30189 1.p7 3.5 6.0 20.0 1.6 10.p 6.00 3.30
dmax = L5 x aw SECTION B-B AREAS OF CONCENTRATED FLOW, T = 1.6 X dmax~ NOT TO SCALE 2(PH2) 35.30 35.3D 110.36 63540 321981 48071 52749 1.73 10.5 13 NIA 1 10 6 5.4 ,Attt/lllltllt/
• CITY OF CHARLOTTE SPECIAL • CITY OF CHARLOTTE RIPRAP APRON AT PIPE OUTFACES • CITY OF CHARLOTTE HOH HIGH HAZARD CITY of CHARLOTTE ca
LAND DEVELOPMENT STANDARDS ~ LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS EROSION CONTROL STD. N0. REV, STD. N0. REV srD. No. REV. ~ LAND DEVELOPMENT STANDARDS SEDIMENT BASIN sm ND REV. p~; j
- - OTHER THAN AT SWIM 20.23 °aTn~iarrE. TEMPORAR C}IAN.01TE- INCLUDES CHARLOTTE ETd REQUIREMENTS BC NOTES 30,0(] ~ C~~ARIATP6- INCLUDES CHARLOTTE ETd INCLUDES CHARLOTTE ET1 -EMPORARY SILT FENCE 3o.ose ~ cHnRCO~ri~c. tNe~unES exaewrrE err 30,03 ~ ; ~ ~ ti • ; .a
O _ o 0 0
47 : ~
GENERAL NOTES, GENERAL NOTES; INLET ZONE 35R ~ • OF SURFACE AREA i 9 " ~ INLET ZONE 25R \ ~
1, UNIFORMLY GRADE A SHALLOW NOTES; OF SURFACE AREA ~ ~ INLET zoNE zsR GENERAL NOTES, 0 N G : Q~ ~ ` \J
DEPRESS1aN aPPROaGHiNG THE 1, RIPRAP SIZE TO BE DESIGNED BY ENGINEER, INLET, 1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST £ 2, CHECK DAMS MAY BE USED IN SLOPING DITCHES TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREE RAIL ROAD BALLAST SHALL BE LOCATED WHERE ~ OF SURFACE AREA /tttltlllitttt,`~ 11 ONTO A PUBLIC STREET. ~ 1. DRIVE 5' STEEL POST AT LEAST , 6
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND OR CHANNELS TO SLOW VELOCITY OR TO CREATE 2, FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BA 'ALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE, of suRFA~EEAREA 24" INTO SOLID GROUND.
SURROUNDING THE MEET, SPACE I~-4' MAX, - SEDIMENT TRAPS, I'_6~uw. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TF POSTS EVENLY AROUND THE 19 GAUGE HARDWARE CLOTH g s wasHEO sroNE ONTO PUBLIC STREETS OR EXISTING PAVEMENT, THIS MAY REQUIRE PERIODIC ' YHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 2. USE STAPLES 1' APART AY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL HORIZONTALLY AND VERTICALLY
PERIMETER OF THE INLET, A MESH OPENINGS) 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURE: MaxIMUM OF 4 FEET APaRT. TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE TOUT OF ANY MEASURES USED TO TRAP SEDIMENT. F~ ' TO ATTACH THE FILTER FABRIC W I TO THE WIRE FENCE.
DOWNSTREAM DAM (SEE DIAGRAM BELOW. z 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREET 3. SURROUND THE POSTS WITH WIRE 1 5, WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR )ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. X 3. MINIMUM BAFFLE SPACING IS 1D', 3 :MOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN 1 W
MESH HARDWARE CLOTH SECURE cuss B RIP RAP (`~FLGw z, ~ WASHING IS REQUIRED, IT SHALL BE GONE IN AN AREA STABILIZED WITH CRUSh THE WIRE MESH TO THE STEEL STABILIZED WITH CRUSHED STONE WHICH GRAINS INTO AN FLOC ~ X 4. THE FLOOR DF THE BASIN IN j 1HE OUTLET ZONE AND BERMS W
PDSTS AT THE TOP, MIDDLE, AND NCDOT ~S OR X57 AT cENrER APPROVED SEDIMENT BASIN SEE STD, N0. 30.116. BOTTOM. PLACING A 2-FOOT FLAP WASHED STONE 2' 6, COOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 1024 & 1025) SHOULD BE SEEDED ~ f (STD. 10,24 & 1025) TO o ' IMMEDIATELY AFTER THE BASIN O
OF THE WIRE MESH UNDER THE MAXIMUM SPACING _ ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. GRAVEL FOR ANCHORING IS _ III'I1=111_pl~l1-111_"+ B _ _ N A THOROUGHFARE. I i~ IS CONSTRUCTED, Z 5. REFER TO NCESCPDM SECTION W
RECOMMENDED. - _ =111]IL' _ _ = Ill_pl_IIIIIF = I_III111=f1_ _ _ _ +'ro s' 1ao' Mw. I_II1_III_Ills / `^IRj~ X X6,65 FOR ADDITIONAL Z 1Da Mw• ~ I BERM sPECIFIATiONS.
4. PLACE CLEAN GRAVEL (NC DOT #5 16" MIN, OR #57 STONE) ON R 21 SLOPE PUBLIC STREET I Z I \ o W
WITH A HEIGHT DF I6 INCHES A AND B ARE AT EQUAL ELEVATIONS AROUND THE WIRE, AND SMOOTH TO 2~ CROSS SECTION EXISTING GROUND'
AN EVEN GRADE. L I \ cos C~ } SDIL STABILIZATION FABRI~ ~ UNDER #5 WASHED STONE T~ET ~~rCy
5. ONCE THE WNTRIBUTING DRAINAGE NCDOT #5 OR #57 AREA HAS BEEN STABILIZED, WASHED STONE REMOVE ACCUMULATED SEDIMENT, r-s°Nw. X z o
tOD' MIN. AND ESTABLISH FINAL GRADING FILTERED ELEVATIONS. WATER tOD' MIN. 4'-0° MAX. SPACING \X~--X~ ~ O
III~II=V1= _ -A1=III=o, 6. COMPACT THE AREA PROPERLY AND u1~p~pW1P_ 9" wN~ q=Ulcpl=_IN=_ ~ (rm~aL) H I W 5' STEEL PORT w w ~
STABILIZED IT WITH ~°1-111-~ 1j~~11= GROUNDCOVER ~ ~ a
11'x,1- of=., z ITjB -ill-IR1EL ~ 111°_ - IN= FILTER CLO1H ~ FLOW b ~ U I ~ s° x a" TRENCH
mlP=al! III~li~1- - of -171~V~1111=111 i_ i_I1=ill-_III=ii,11,1111=I1ill1=l d1-111111=1j11 11 d1- IV?I11-111= - - - m &ACKFILL ANO COMPACT 0. FENCE AND FA6AIC
AURIEO IN TRENCH
PLAN II 1~1 1~ ~ o
~
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ~ A~
• CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL • CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE STD. ND REV. a ~ a
~ LAND DEVELOPMENT STANDARDS ~ LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS STD Na REV TEMPORARY ROCK CHECK DAM SrD.Na. R STABILIZED CONS1 LAND DEVELOPMENT STANDARDS BAFFLE INSTALLATION 'ED CONSTRUCTION ENTRANCE STD. ND. -
C}IARLO'I°l~- INCLUDES CHARLOTTE ETd INLET PROTECTION 30.09 1 C[~RL~T'T6 INCLUDES CHARLOTTR ETJ 30.10 ~A~I•d?'TE• INCLUDES CIfARGOTTE ETd 30,11 A Q~1~'1"~~ INCLUDES CHARIATTE ETd 30.19 1 ° ~ ~ ~
0 Q~U
~ E~
KEY/ANCHOR MATERIAL AT LAN VIEW Q~ ~
TOP OF SLOPE. SKIMMER SEDIMENT BASIN DESIGN CRITERIA ~ O T~" J
+12° MIN, SPACING TYP, DRAINAGE ~ ~ W AREA < tD Ac, ` ~ EMBANK ENT Q O F
GENTLE SLOPES STEEP SLOPES (ACRES)
TEMPORARY SEEDING FOR WARM AND C00~ SEASOI ~OOL_ SEASON MIN, NFLOW L ~ Q LENGTH To z:t TRUCTURE a
*36" MIN. SPACING TYP. ~ / r / 100 Ibs/acre tall fescue ~ SEEDING 30 Ibs/acre Sericea lespedeza ~ ' 80 Ibs/acre of tall tesue ~ g ) WIDTH RAno 1D' r:T.t Q+
unscarifled after Au ust 15 ~ / ~ j MIXTURE EARLY SUMMER SEASON ~ ~ 10 Ibs/acre Kobe lespedeza STEEP SLOPES MIN, ~ f T~I> NorES; ~ x Mnx, A\Myrs=T`lle hS My D curve is le~SBASI(~_Jf:~-,LF=RED,jpg W U
~ c FALL, August 25 - October FALL; August 25 - October 15 LENGTH TO 6d \ 1. REFER TO Z WIDTH RATIO NCESCPDM tIMMER SECTION #6,64
Late winter: February 15 -April 15 Late winter: February 15 -April 15 SEEDING 40 Ibs~acre of German millet 120 120 Ibs/acre Rye (grain) r"'G2 FOR ADDITIONAL O MIN, 1800 AVERA E AREA" CPr_,_
~ ~ ~ SEEDING To extend spring seeding into June, add To extend spring seeding into June, add MIXTURE 80 Ibs/acre of tall fesue 80 ~ 15 Ibs acre hulled Bermuda rass 15 Ibs acre hulled Bermuda rass 80 Ibs/acre toll feSUe VOLUME (CU. Ff. vnDTH w = ~ DESIGN REQUIRED PER AC, rEMER ENCY SPECIFICATIONS DISTURBED) + AR OF eASIN WATER I SPILL AY REGARDING
6" OVERLAP IN SLICE DATES / g / g Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall-seeded May 1 -August 15 Oct SKIMMER SEDIMENT SURF EAT TOP OF PRINCIPAL October 25 -December 30 SPILL AY ~ ! easlNs
tall fescue is very effective, tall fescue is very effective. 325 ' sARFEr+E aEe s ~ 2 REFER TO STD.
c / A I lime and fertilizer per soil rests, or 4000 Apply Lime and fertilizer per soil rests, or 4000 SEEDING Refertilize If growth is not fully adequate, Bet Ire, Between December 3O - FebrUOry 15, REQUIRED 010) CROSS-SECTION VIEW BAFFLES p BAFFLE SPACING
NON-WOVEN GEOTEXTILE FILTER CLOTH SEEDING PPY FABRIC 4' ABOVE SOURCE WATER. Ibs/acre limestone and 1000 Ibs/acre 10-10-10 Ibs/acre limestone and 1000 Ibs/ocre 10-10-10 DATES AMENDMENTS add 50 Ibs/acre of annuDl Kobe lespedeze, w=5' MIN. AND INSrALLArioN,
~ fertilizer, fertilizer. Apply 4000 Ibs~acre straw or equivalent App ~ WATER TABLE h droseedin h d 1t Apply 4000 Ibs/acre Strow or equivalent INFLO 6" MIN, TO ELEVATION OF EM NKMENT hydrOSeeding, STRU URE BAFFLES EMERGENCY SPILLWAY T 1,5' MIN, )
i~ Y 9 Y it ,III Z=5' MAX, v s
~i NOTE 1 SEEDING Apply lime and fertilizer per soil rests, or 2000 ApF j Ground Cover--Protective cover must be established on all disturbed areas within 21 calendar days after r limestone and 750 Ibs acre 10-1D-10 Ibs or 2000 Apply lime and fertilizer per soil rests, or 2000 DEWATERING 1 f zoNE Ile-002 bms ith~\ yHD~c~~y~me SKIr~ _ ~:~3IN~jpg
NOTES land disturbing activity is completed or hos temporartly ceased. AMENDMENTS bs/ace / 10-1D-10 Ibs/acre limestone and 750 Ibs/acre 10-10-IO _ -EM RGENCY fertilizer. FILTER FABRIC I 1 ~ SP LLWAY
1. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO fertilizer, feri MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH. NOTE 2 SEDIMEIVi J/ - V-ANTI-SE P M
2. ' DIMENSIONS SHOWN ARE MINIMUM, MANUFACTURED PRODUCTS Graded slopes and fills--protective cover must be estoblished on all graded slopes and fills within 21 calendar days after MAY HAVE ADDITIONAL REQUIREMENTS THAT MUST BE MET, a phase of grading is completed or has temporarily ceased, STORAGE ZONE COLLAR NOT TO SCALE ^
3. SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLODS, Skimmer Basin Data Block w ~ O Basin Volume Basin Surface Area
STICKS, GRASS, MAT/BLANKETS SHALL HAVE GOOD SOIL CONTACT. Drainage Denuded Cleanout Sklmm~ Skimmer i~l Basin Area Area Required ProMtled Required ProMded Depth H (Feet) Z (Feet) L (Feet) T (Feet) W (Feet) Plpe Dia. Orifice
KEY/ANCHOR MATERIAL TO TOE OF SLOPE, (Acres) (Acres) (Cubic (Cubic (S0 FT.) (SQ FL) (FT.) Hl2 (in.) Dia. (in.) - 010 FT.) FT.)
NOT TO SCAL
• CITY OF CHARLOTTE CITY OF CHARLOTTE SEED G • CITY OF CHARLOTTE ~ I NOT TO SCALE 5 1.80 2.95 10.24 3240 7376 3344 3541 0.71 2.0 4.0 10.0 1.5 5.0 2.00 1.70 = E D (I S C H E ~ U~ E CITY OF CHARLOTTE t~ V _ v ~ z
LAND DEVELOPMENT STANDARDS ~ LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS EMBANKMENT MATTING DETAIL STD. Na. R SEEDING SCHEDULE Sr0 Na R - - SEA. LAND DEVELOPMENT STANDARDS SKIMMER SEDIMENT BASIN BTD. ND. REU (SEASONAL) 30.1N7B R ~GHAEIATTL, INCLUDES CHARIATTE ETd 30.02A 1 ~ O
~h~L~I"L~E- INCLUDES CHARLOTTE &Td 30.20 INCLUDES CHARIATTE EPd 30.17A INCLUDES CHHtiRL07TE ETd
0 o ~ ~ F--I z ~
LENGTH AS NECESSARY CROSS-SECTION 12" MIN OF NCDOT ~5 W=5' MIN. A
To co THRU DIKE ARM ASSEMBLY SEDIMENT PIT OR #57 WASHED STONE - TEMPORARY SEDIMENT TRAP T= 1,5' MIN. (
RIP RAP & WASHED STONE NOT REQUIRED IF BASIN FILTER BERM IS LOCATED DOWNSTREAM 4' MIN. plpE (GLOB 30,12) OF PIPE OUTLET. DESIGN CRITERIA 3600 CU Ff /ACRE °
(VOLUME PER CLDS 30.12) --"C" ENCLOSURE DRAINAGE aftFA < 5 Ac. N 5' MAX
1.5' MIN, 1~,~~ SEDIMENT Pff a 0 ° (ACRES) o H °
FLEXIBLE PIPE TIE DOWN 1D' MAX. SPAGING WATER EMRY UNIT MIN. I LENGTH TO 2.1
PERSPECTIVE VIEW TIE DOWN AT ENO ' ;AT WIDTH U RATIO A~1 _ / A
yT,,,Lr FILL SLOPE 4' (MIN)" - PVG VEM 3600 SCHEDULE 40 MIN. (CU, Fr.
DIAMETER (o) PVC ELBOW PVC END CAP PIPE PVC PIPE voLUME PER Ac, FILTER REQUIRED DISTURBED) FABRIC
PROFILE TER SURFACE - 435 PLAN VIEW
STAKES ~ COMPACTED BERM WATER SURFACE 2' MI SURFACE (Sp, FT, DESIGN SETTLED TO AREA PER CFS OVERFILL 6" FOR REQUIRED Otp)
EARm DIKE SILT FENCE PVC END CAP RIP-RAP APR FlNISry (SEE NOTE 2) * AT LESS THAN 1% SLOPE NgjU GRADE 21' MIt~ (SETTLEMENT
~L GROUND PVC" PIPE SCH PVC PIPE 1/2 HOLES IN SCHEDULE 40 ~_II PVC PIPE ( ~ 5\~E
EXTEND TO EDGE OF DISTURBANCE PVC ~E UNDERSIDE PVC TEE ORIFICE NOTE; 5' MAX F[LL L=10' MIN, ti 5v'OeF EMERGENCY
PLATE _ _ _ ~ BY-PASS 6' u PLEASE REFER TO - - BELOW IT~1
Nq FLEXIBLE SETTLED TOP NCESCPDM SECTION X6,60 0 FOR ADDITIONAL DESIGN B' TD 3.S , OF DAM
CONSTRUCTION SPECIFICATIONS: r~ HOSE WIDTH AND RAl GRON A 1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE pEPTH TO BE DESIGNED NO SPECIFICATIONS REGARDING I ~`5~',TP' e TEMPORARY SEDIMENT - - - ~ NATURAL GROUND TRAPS. FILTER FABRI X=T MIN. PR0IECT N0. gG'-08030
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4° LIFTS TO THE TOP OF BY ENGINEER (1' MIN) HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. THE PIPE SHALL 8E FLEXIBLE WITH WATER TIGHT CONNECTING 5, FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL END VIEW
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE FRON' FRONT VIEW NOT TO SCALE FILENAME; IBC08030-D4 DESIGNED BY: SMM
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT. NOTE: EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF i%, Sediment Trap Data Block
TAKING CARE NOT TO VOID THE EFFECTIVENESS DF THE SILT FENCE. 2. SILT FENCE MAY BE REQUIRED BEHIND BERM SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION~AND SEDIMENT POLLI Drainage Denuded Area Trap Volume Trap Surface Area Cleanout DRAWN BY: SMM R M R SIGN. AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000. Trap Brea (Acres) (Acres) Required Protided (Cubic Required ProMded Depth H (Feet) L (Feet) T (Feet) W (Feet) X (Feet)
010 (Cubic FT.} FT.I (50 FT.1 (SQ FT.I (FT.) Hl2 _
4 NOT TO SCALE 2.30 2.30 8.32 8280 8776 3625 4025 1.03 2.0 10.0 1.5 5.0 7.0 ol-ALL; N.T.S.
NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE DATE: 6-15-2009
LAND DEVELOPMENT STANDARDS FLEXIBLE PIPE SLOPE DRAIN LAND DEVELOPMENT STANDARDS TEMPORARY SIFT DITCH LAND DEVELOPMENT STANDARDS SK sro No. R . sroNo. SKIMMER STQ No REV. LAND DEVELOPMENT STANDARDS TEMPORARY SEDIMENT TRAP STQ No. R SHEET NO.
CIIAEL01Tf. INCLUDES CHARLOTTE ETJ 30.04 CHA1tTATTE• INCLUDES CHARLOTTE ETJ 30,05 CRA1tIATTE• INCLUDES CHARLOTTE ETJ 30.02B 1 c~?nuorr>. INCLUDES CWLDTTE ETd 30.01 1 D-4
0
McADAM

C7 FAANE GRATE ANO HWO GENERAL NOTE3: Z O Z O ~ BACK OF CURB m ~ N SEE 3TD.N0. 840.03 USE CLASS "R" CONCRETE THAOUGHWT. G~ S E%pANSIDN JOINTS I-Q H ~ PflOYICE ALL CATCH BgSIYNMSI NEWNPLY WITH STOH. DflAWZNGE 860 86. Q 3 " ~ Q CONCRETE NOTES:
H• z X gg on cExrEA. usE SrEPS c H py ~ G a'-s" 4'-6" z¢iU PIPE DIMENSIONS i. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
DHOW ~ TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC PWA, 2" KEYWAY, OA M4 fiPA OONELS AT HON V ~H~9 U1 Bn B„ OQO= ' rOm10 T - / 12" CENTERS As DIRECTED BY THE ENGZNEEP. tLJd Z m° -I #4 BAPS "V" 8T0. 840.03 FRAME, d Z WALL DUT IN MIN. H Z ~ S D Y o.-, A' - o ~ Y ~ I_ _ - USE FOAMS FOfl THE CONSTPUCTION DF THE BOTTOM SLAB. ° 2 Z S ^ HO O9 ~ ~ @ EGUAL PACES 1Y¢„ 1 GMTE R H000 W Q 2 d = THK, DIR. DIA H A B C E F C W K M OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL MATERIAL. BACKfILLING OF TRENCHES SHALL BE ACCOMPLISHED Q
O°9 ry'N ~ IF REINFORCED CONCRETE PIPE IS SET IN 00TTOM 9LPB OF 00X, ADO TO SLAB W QQ W S 2mDDm 3" I I I I-°~O„ 2 I/4' 19 1/2 18" 271/2 2D" 24" S" 7 12" 4" 4" 8" 17 10" 2 -nDym - AS SHOWN ON STD. N0. 840.00. 'r U¢OO ZS I I Q Z9 ml ov B f2~ZH - S~°~ ~ I-2~Zw 2 7 2 23' 18° 31" 20" 24" 8 9" 4" 4" 8 17 12" • N O m fi" 6" USE TYPE "E", "F" ANO "G" GRATES UNLESS OTHEPWISE INDICATED. , ~ IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE ~
ZHD~-f7 0 FOA 8'-0" IN HEIGHT OA LESS USE 6" WALLS AND BOTiOY GLAB. OVEA N6 WOO Q ~(,79tr-r -I m m NOpNQ 3" 30" 24" 3$" 2D" 3D" 8" I2" 4" 4" 8" 2) 15" G7 H' 8'-0" TO 1s'-O' tN HEI6NT USE B" WALLS AND 60TTp! 9lPB. ADJUST 2 Z _ / EC 0292 I °v Gunxrzn6s ACCOflDINSLV. z rn¢ g-ID R A (---e'.D" z •H 3 1 2 37" 30" 45' 20" 44" 12 16 6 8" 8 J1 18" PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6". ~ UNDER NO CIRCUMSTANCES SHALL WATER 6E PERMITTED p
• DAD ~ cpxfiTAUCT wlTx PIPE cflrnau xnrcHlNC. FD D1 = ~ ~ a PLAN P-H 4' 44 36 52" 32" 44° 12 18" 6" 8" 8° 31' 22" <H V dp l~lJ J ~ xxi° ~ ¢ ~ CURB AND GUTTER WITH CATCH BASIN W STEEP GRADES W ° 4 1/2~ 51 ~ 42 59 32" 48~ 12 21" 6 8 8 34~ 26" TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN v PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY • ~~4
O PLpN BEE NOTE CHAMFER ALL EXPOSED COAN&3 1". W ° O m m ¢ O g f > 3" ° z m ¢ u. ° 5' S8 48 66 32 48 24 6" 8 B 34 29 Z SECTION X-X DRAwINC xaT TD sOALE. > w " w ToP B" 5 1 2 65" 54" 73" 32" 54" 12 27" 6 8" 8" 38' 33" L TOP ELEVATZON - ELEV. ~ m m USE ON Fur EXPANSIaN JOINT ~ 6" 72" 60" 80 36 66 12 30 8 12 12 46 36 L THE USE OF MECHANICAL TAMPS ONLY, EACH AND EVERY LAYER ~ ~ 1 ~ ~f F-~
e m m ~ GRADES 2b AND UNDER F I TGP ELEVgn9n 6 i/2" 79 66 87 36 72 12 33 8" I2 12 51 40 F OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED ~ ~ Qi ' ' a INTO PLACE. • ~ ~ Q
- _ _ _ - 7" 86" 72" 94" 36" 78" 12 36" 8" 12 12 56 43° _ _ _ _ _ _ J DEPRESSED GUTTER LINE fAAME GRATE AND HOW STEPS - 9T0. N0. 840.86 ~ / ' SEE $TD.ND. 840.03 STEPS - STD. ND. Bd0.66 5 EXPANSION JOINT 9'-0' m 3'-0' 2, ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%. ~-I ~ ~ O
A s°', 'I o. B' TGP ELEVgnoN PLAN OF TOP SLAB SECTION S-S M m a1T~ - ¢ z ELEVATION ¢ 2 FRONT VIEW 3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%. ~ ~ ~ ~ Z 4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. ~ a M
O 1-r o. W ~ O ~ NORMAL CURB ANO GUTTER ON LIGHT GRADES C7 z , L - ----A ° ~ ~ W ti REINFORCING D O r Li ~ s 0 I E-ri ° y z H C7 y 5, BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL i~ , W t~
Z H T -E-~ Z a W y N NOflYAL GUTTER LINE FZi Q W "D" BAR "D" BAR ~ ('1 (n _ I o S EXPANBION JOINT m d DIA 2 pl a N ~ 6" 3 H N0, LGT. N0. LGT. H W4 BNl B" N ',p ~ 8 G 6" r 3 H . m (D fi" E We "W" BAA9 i0P Q p, E ~ ~ ~ ~ W O
m ~ SECTION Y-Y s„_ c e" ~ Q d ~ W4 BARS 'N" ELEV. ~ = i5" 4 2'-0" 4 t'-11" .+I"` Q "t -1 -i ~ USE ON GAPDE9 VEA 2~ = m D 0- D ° V - S m Z @ EWAL SPACES - ~ d, iS" 4 2'-3" 4 2'-2" I , o
7] Z ? ~ ~ 9 ° - DEPRESSED GUTTER LINE ° LD 24" 4 2'-9" 4 2~-8" ' C C7 D veniNFSxr.m I °o 2 Q ~ C C1 A m L ip., s'-p.' Q ~ _ ~ 30,. a 3,_3" 4 3'_2° .4'. S L ^ Q = N D E%PANSSON JOINT MI MAX. ? a -I" ~ ~ Z Qx ~ _ O~ ~
O p' 1'_p" ¢ I OI D ° _ ;I - - s .p'. ? ¢ A -i ~ z = 36" 4 3'-9" 4 3'-8" ~ p ~ " ~ ~ 2 N4 BANS U' W I n o s" T "SECTION J-J > Q W F _ A 9 1>~ ELEVATION F H A 4z" a 4'-3" a a'-2" I
s _ ~ = D " WHERE 30" TO 36" PIPE IS USED ~ "SECTION M-M N W H ~ SECTION 8-B DOWEL NOAWIL CURB ANO GUTTER ON STEEP GAAOE$ N ~ N 4S" 4 4'-9° 4 4'-8" I SEE NOTE II ~ ~ rT'1 ~ a~ ~ O ~ OUTSIDE ONMETER F~'i n a y O~
~ W H ~ ~ o WNEflE 42" TO 54" PIPE IS USED 2 a- N m W H V ~ m ~ Z WHERE 00" TO 38" PIPE IO USED O U ~ Z 5a" 4 5'-3" 4 5'-2" ~ Oi H Z y O DIMENSIONS OF BO%WAND pIpE~6I0X0 INR RU ~TLINTflEb FOR CONCRETE WTCN BASINIRAEEO ON MIN. HEIGHT, N, WIWTNYN0.sD WSNC) IN 00% pEDUCTI0N5 J O 60" 4 5'-9" 4 5'-B" y AtsEfl Hr. J H I I M o W\ W F-I O
ly VAAlES ~ [7 ~ ~ PIPE $PAN 11IOTH WIDTH SPAN MIN. HEIGHT DIMENSION APAS-U OARS-V BARS-W TOTAL i0P BpTiON~~~~ OHE PIPE (D ~ 66" 4 6'-3" 4 6'-2" 9 ° i- Z m0 J pL; J Z ~ Z ° 0 A B C G H E F N0. LENGTH N0. ILENGTN N0. LEN6rH L09. SLAB BLAB REp~X1pW C.Y. A.C. _ _ _ A B w 72° 4 6 9 4 6 8 _ _ _ i ~ o. ° 1 y.. o..o. N W A 12,. 9,,0„ 2'-2° ..A. ~ 2' 9" ( 0.235 0.]]2 O.Ois 0.026 G - ~ V w W
8 _ _ q 15" 3' O" 2' 2" 3'-0" 0.235 0.829 0.023 0.036 T t_0.-..::.. 18" 0'-0" 2' 2" S' 3" 0.236 O.BS] 0.030 O.Od9 ~ G o VARIES ~ W w F
¢ 24 3.0' 7 2" 9'-8" 0.295 1.001 0.059 0.086 al '.;f 30" 3'-0 2.2" 3'-4 4'-3" i -2" 4'-0 4 1'-5" 2 3.9 3 3~9" 39 0.123 0.321 1.433 0.092 0.127 N LL LL m > il BAR 12 OC ' ~ ( °I 38" 3'-0" 2'-2" 9'-10" 4'-9" i'-8" 4'-0" 4 1'-11" 3 3' 9" 3 3'-9" 43 0.161 0.358 1.714 0.132 0.178 - P4 " - . "D" BAR$ AT 12" ON CENTER TOP VIEW (IS" x'"> Z ~ Oa AT 12" ON CENTER 24" 24" H ~ N n
WHERE 42" TO 54" PIPE I3 USED °1' - - 42" 3 -0" 2 2" d'-5" 5' 3' 1' 5" 9'-2' 4 i'-8" 2 2 ~11" 3 2'-11" 32 0.112 0.318 i.l3B 0.180 0.249 ~ W ~ "D" BARS AT 12° ON CEFIIER f_4'. L y'~"~ 48" 3-0" 2.2" 5'-0" 5'-9" 2.0" 9'-2" 4 2'~" 8 2'~1f" 3 2'-11" 35 0.146 0.352 2.052 0.295 0.917 ON CEMER r h W V PIPE SHALL BE PlACEO I~' ~ ~ O
DETAIL SHOWING METHOD sa" 3'-0^ r-2" s'a^ e'-3^ I z'-]" a'-z" a z'-to" s z'~n" 3 z'-n^ ai 0.160 9.3es z.307 G.zs] D.aoi sxEEi 2 of 2 sxEEr t of z OF RISER CONSTRUCTION PLAN PLAN SHEET 1 of 2 SHEET 2 OF 2 V SIDE VIEW ON SUITA6LE MATERIAL W ~ ~ ~
846.02 846.02 840.OZ ' AISEA HAB .228 CUBIC YARDS OF CONCRETE PEA F00T HEIGHT 846.OZ
NOT TO SCALE NOT TO SCALE ~~IT,T E.I L 9,,,I'
• CITY OF CHARLOTTE • CITY OF CHARLOTTE T R E ~1 C H D ETA I L_ ca
LAND DEVELOPMENT STANDARDS CONCRETE WI~1GWAl CEIARIA'f1'E. INCLUDES CHAR10TTE ETJ =TE WI~IGWA~L WITH SPLASH PAO STD. NO. REV. ~ LAND DEVELOPMENT STANDARDS FOR STORM DRAIN STD ND REV.
20,170 ~ [NCLUDES CHAR1oTTE ETJ 20.25
0 ° ~ 47 ,
z o
O O pm ~y INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. ~-D F> DETAIL SHOWING TYPES DF GRATES 2~ QQ Q'4z THEPENGINEEAIWITHNOETAIL3IOFSTHEOPAOPOSEDISTEPB ANDTHASAAECEIVEOTWABTTENOAPPROVALLFR01 TALL' H Y ~ 2" WEEP HOLES GENERAL NOTES: p. , l~`~~~~ I THOSE SHOWN MAY ALSO SE USED PflOVIOED THE CONTAAGTOA HAS FURNISHED F Q Y usE CLASS "B" CpiCAETE rnAm%a~aur. Q Q ~ \l i0 WRITTEN APPROVAL FROM THE ENGINEER FOA THE USE OF SUCH STEPS. QF; 9~ ~ MF= ' ~ v
43" NOTE: USE TYPE "E", "F" AND "G" GRATE = - QQ H Z 2'-1i3/q" Q 3 yl"' v~ p UNLESS OTHERWISE NOTED. N z¢=~ DHO°x USE ACCORDING TO WATER FLOW. ~ 1~„ Hs~° rn-~o~Fn Z G 2 U D ha O ~ PROVIDE ALL OAOP INLETS OVER 3'-8" IN OEPiH WI1N STEPS 12" [C H U ~ / V /1 . H O H r O ~ ~ ON CENTER. USE STEPS NNICH CGYPLY WI1H STN. ORAWINO 840.68. LL J d Z V 9
m°a~-Ni m =T P Ood=z tiZH=D B _ °¢N2Z HZ1=D ~ 79~„I ""Z~ -Di ~ ~ r I ~ MI¢NW °09°~ A IrT II w¢QW= 2QDDm L I t„ OOa=Z trniZ-I=D I ~ OPTIONAL CONBTPUCTIOA - N°WLITNIC PWA 2" XEYMY OA M4 BAA WAEL9 AT OOy2 r~IIi IIIIIT I, 2N 12" CENTENS PS DIRECTED SY T!W ENGINEER. QZ - t" I-U O= =~zy rn X X USE FOAMS FOA THE CONGIRUCTION OF THE BpTiON 9lAB. I-O¢Q H
0o n i Qzd 2 2 D m TYPE "G" TYPE "E" TYPE "F" p 1 7 ~0 00 z x D m I ~ I-o O "zD - I 9/e ~ 73 - ~2FZ1..1 SNOp 1.. in • ~iy90 2~ F~ N ~ F-`~- N F2F2H • SN00 e~ ~ W ZH'7 m Q ~ M - (nom O - IF AEINFOACm CIXlCAETE PIPE I6 SET IN PoTIOY SLAB OF BO%, ADO TO 9LA8 F=H Z NI-~OW ZHp~'fl AS SHOWN WI STD. N0. 840.00. NF~OJ COHQ C)=9Z CONSTPUCT WITH PIPE CAWdIS MATCHING. OOHQ¢
ZH~~m NH OJ ZH~F'm P9~__.__..... IIIIH G~~u NFWOJ (,3°Fra p °-y°H ~o _ SECTION - LL SECTION - MM ~pyQ O=mZ ~ O°H¢ ~ -91Z ` x z ,p o~ z •HO fya -WATER FLOW SAG WATER FLOW I S%B" z '~~D ~ W I ~ - Z H ~ ~ ~D D - - ' INSTALL 2" WEEPNOLES AS DIRECTED BY THE ENGINEER. Z ,m F-~ (J' V i INSTALL STONE DRAINS, OF A YININUM OF 1 CUAtC FOOT OF N0. 7BM STONE IN A ~
>~D f m A o°o A ALIGN FRAME WITH INSIDE - N ao NH ~ L _1 N aH NH r 4e° yO ' o~ EDGE OF WALL TO ALLOW J- r O° Z ~ ~ m N~' W ~ NHO O PoAWS FAAAIC APG OA WARP, AT EACH KEEP HOLE OR AS GIAEGTEO BY THE ENGINEER. W ? LL Q Z I CHPYFEA RLL EXP°SE° C°ANEAS 1" O
Z N o~ FOA VERTICAL ADJUSTMENT Iii" m~ ° z N B 11`2 i~n - ~ O WALL SECTION- I . i~ L~ Y-_ DRAWING NOT TO SCALE. W PLAN ELEVATION PAN w
D O °O SECTION - RB 1 t 1Y2° IDE ~ I ~ ~ PLAN S WITH GRATE & FAANE REMOVED ~
m~ SECTION ~ PP SECTION - NN _ SECTION B-8 _ ELEVATION BRICK COPING(INCIDENTAL) Z
PLAN - 4"I m Z -W i~n zt~n ( Q H ~ m i'6" ~ u~ o~ - ~ OOH °~~m ~ I.- ¢ON ~z ~ ~ Z FAAME,GAATE, & HO00 ASS'Y N ~1 ~ N o O N y z -WATER FLOW SAG WATER FLOW - o O m D c% Q d n Z TOP ELEVATION O F W
? c7 ~ ~ - ~ O m o ~ SECTION A-A = ~ r L- , 1a1~„ w F O ~ ~ro 84°.76 FRAME W w ' C7 N Z H ~8 GRATE ~ Z J Z CAST IRON z i t7 = ( r sa BAR M W Z
~ H s" 2'-0" s" o = m ~ rs = Z rn 1-0 CAST IRON - z m m= F' C F ° m 2 TYPE "F" TYPE "E" TYPE "G" TYPE - E 3 z Q 0 2 ELEVATION z 8.O - pub) t „ QZ< z c/% aQU m~ ELEVATION Q ~ m ~ ~ s^ A 6" 6„ 8 G„ ¢ a w
m y O O -I 01 v rN = ~ Q ° N ;p -i 9 RAISED FLOW ARROW g ? y D -IUD oa > of xtflz Oo h oV c ° I ~ ~ U
~ y z a a ` 7~p" ? ? D a z P %B" HIGH 2! I'_ ° O 0 1Ne° z o o K L M K: " m A N C z ~ D RAISED FLOW AAADW \ 2a/4" ~ O W o D W? o R1 0 1" HI H 0 p Q z C 11~„ . °my Q D /6 G ~ ~ D D :N ?aQ ~O 1„ 8~„ N6 BAR OA Q~ W ~ 9 6, ~ p O ~
Dyp SECTION-AA ?FZ yO cnLVOR. ZF o~° i zW= Z, o FQ- rn ~ $ - DOWEL N W ~ ~ N
iy H-~o oD~' ~ O - 1L2" NO xa ~ °nD L M I 7" N ~ Dz~ iY2" - z m~ ~ I^ 0 _ m = Z ro SEE NOTE OOWELISEE NOTE) WIX. PIPE THIS 520E N ~ ~ N I
~ p ~ U FRAME PLAN SECTION - JJ = ~ ° n C 2 L8'r N W W z 0 Z HNx W W S ,n i a 0 y8" H N y I POLYPROPYLENE 2 ° 7 6„ J N o y ~ _ S 1~" / a Q~ -1 m PLAN SIDE , - PLASTIC ENE " H m~ SECTION X-X SECTION Y-Y ~ o ~Wyy o SIDE Z Q ~ A DIMENSIONS AND QUANTITIES FOR DROP INLEi(BASED DN MIN. HEIGHT, N) W ~ W a
O m ' 3'-D/e" Z m _I yz° O ? D O -n ~ ty2° -'I ~ ~ m o 1~' ELEVATION ~ O ° ~I"" ~ ~I" ~ 3" A~ W ~ ¢ N ~ 9 P I 1 n / lYpnR 1.- ~ 1 ' W 4. O 9 9 i~„ ~ ` COMPOSITE PLAN ELEVATION W 0 OIYENSIONG OF 80% 8 PIPE CUBIC YARDS OEOUCTION3 FOR PIPE SPPH WIDTH YIN. HEIGHT CONC. IN BO% ONE PIPE
I-tea ~ ~ 2-D„ ~ ~ ~ W z z'-11G/4" z'-n~„ T 1 ~ 1 7 112° ~rnJl,,~(r~, BOTiON YL4LL PEA
3Y2„ 6„ 8 0 6„ 3Y2 ~ Asid 3/R„ ~ 11~z'-- ~~~/8 ~ ~ i2" ~Z ~ ~ iy~„ ~11~~ REINFORCING STEEL D A e H SLAB Fi. HT. r~~a+ C.M. A.C. 12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0,592 0.015 0.026 NOTE: 15" 2'-9" 0.868 0.D29 0.036
SECTION - KK 1Ns" ~ 1~"~ SECTION A-A ~ ~B„ ELEVATION as DEFORMED 2'-11 L¢ 448 STEEL AOD i2" 00 NOT USE IN 78" 2'-6" 0.703 0.033 0.049 Q 9ANITAAY BEWEA MANHOLES. 2a" 3'-0" O.B74 0.069 0.085 SHEET 7 OF t 4-I
SHEET t ~ z R SHEET 1 of z SHEET z DF x TYPE - F TYPE G ~ SECTION A-A sHEEr z of z SHEET 1 of 1 SECTION A•A HOOD ELEVATION SECTION - AA $46.6•.3 846.6."'3 ~ $46,6.3 846.86 ELEVATION SHEET 1 OF t SHEET 1 OF 1 30" 3'-O" 2'-0" 3'-6" 0.222 0.222 0.925 0.092 0.727 840.66 840.14 840.14 ~ - ~
646.03
A~ Noz
° ~
ago
Qw~
~~x
° ° SOLID cov T GENERAL NOTES a ~ ~ SDLID COVER SHOWN PEAFOAATEO. PERFORATED AVAILABLE p ^ (z,l O
o~ 1" DEPRESSION iu ilk" 18„ IF BPECIF ~ 3 N Q < STATE USE IF SPECIFIED. } ~ 7, IF BEDROCK IS ENCOUNTERED WITHIN THE OMITS F-I
9N• Zo 1' 75/Bn 1'-7~8" ~ ivp" z~SO DINiOS L (1. E.: SE 1 H C7 E" DH°~% ~j--15/8" ° r°m,~m (lAEE:USEWEA,SSTORM ORAINVEELECTflICAL) H¢~C) ~ ~ BEDROCK OR AS4 DIREICIEDO BYTHE ENGINEER. OH I
H,ZH=D ~ H FBI p¢z SZ ~Z~S~ A>a TOP DF COVE iv ) o n TOP DF COVER °¢ly=z H A 2. WHERE ONLY ONE SIDE REQUIRES RIP RAP CUSS ~ ~ w Q a W = I OR II, LIST STATION AND SIDE OF SAME. ~ E
=-mZ9m ~ i o G E E a°F°H =rznoo A `D~ A B - ? ° ?H~~~ ~ 1 O o ~ ~ I 1 N~dO~ Z~o~m B ~ B FS~zW 18" 2(MIN) S. CHANNEL ANO RIP RAP SIZE TO BE DESIGNED 8Y ~ N~tl~~ MIN. THE ENGINEER,
° ~ - - CC H 29 ~ T C)SiZ ~ ~ O N --r---- - °ON~ OSi~ZD o I Z D T D~D N ~o N HH <H L_ _ ___I L Q o w ¢ a
NZ SECTION G-G 0~ o° ~a4~`~~ ~ ZF.> DETAIL A FILTER FABRIC 4. DEPENDING ON SOIL CONDITIONS, WASHED L-------- - -1 aH UNDER RIP-RAP STONE AND FILTER FABRIC MAY BE NECESSARY W ~ UNDER RIP RAP, N by ' G W W
H ycz" R. 0 1'41'2" 1'-4y2" f-~ BOTTOM OF COVET 5. CHANNEL DEPTH "H' SHALL INCLUDE A MINIMUM w B01TOM OF COVER LENGTH OF DITCH 6" OF FREEBOARD.
„ PLAN OF FRAME ° i" R.
z ~ 1' 75/8" i'-74 g" CAST IRON r 0 v PLAN OF COVER
m ~ PLAN OF GRATING ~ F C0 m O z o ~ z ~ ~ PLAN OF FRAME z'-o" DLASS I O W 18" MIN. CLASS I 4'-0" CVSB Il 1'~iTY2° LL ~ 24" MIN. CUSS II
2'-3>/" CAST IRON LL y Q z r 2 ~ r o H m O z v LONGITUDINAL SECTION A-A
m z = ~ _ ~ m = 2,-1,x,1 r a ° 3 p ~ Z < '
oar m; 1'-„ .'Q Z N ° ~ D ySrl y8N ~n 1/8" ? W N D D t'-10%8, m~ ~ o a ~ \ W oW
~~D Q~O 3y L i N 1,. ? ~ _ C o
m ~ 0 1~s° 2D iM 3'-3~p 1„ 2'-3a/4° Z ~ ~ ~ o ~ ~ `TYPE #1 rom° FF- • z9 ~ Q LL
° z ~ SECTION H-H YB ~B`~ Tie" %a" ~ ~ c ~ ~ ~ H I4,~ n ,AF - - S Z 34$~ ~ ~ = J RIP RAP 0 NOTE: "D" EQUALS DIAMETER OF PIPE 4 ~ RIP RAP N O OR BOTTOM WIDTH OF CHANNEL
~Oz y4 `I ~n~n ~ HNx ~n ~ ~ ~ i ~ n' 3'-2" Q'-Q" ~ H ~ ii * ~ n~ ALTERNATE t'-104'3" J S 0 RNATE z Q
zy-" zC.3 Rlo rT~t ~ ~ o ~ WO .A9 ~ ° ~ 1 a ~ ass" 2'-ovz„~ SECTION B-B w ~ D to D ~Vi MINIMUM WEIGHTS - LBS. FLOW- MAIN CHANNEL
G m 2/ 3'-1~" iv iv 2~, N N ~ 2'-91~" ~ 2'•13/4" / ~ FRAME - 180 12 I I CDVEA - 720 A W
~ ~ SECTION A-A ~ ~ 3 -G" p' 6" t ' TOTAL - 300 (W, ~ 'k
\ ~ ~ / ~ / SPECIFICATION ~ Ri-r RA-r- jF~yj.,I v ~ ~ CLASS 30 IRON MEETING SHEET i OF i
SHEET ,OFT SECTION E-E SECTION F-F SHEET 1 OF 1 SHEET 1 OF 1 846.16 846.16 846"54 TYPE az TYPE #2 A3TM A-46 840.54 CHANNEL INTERSECTIONS ' O
NOT TO SCALE Z
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS RIP RAP D TC N E S ~ ~ A T.N R
VARIES CHARLATTE' INCLUDES CHARLOTTE ETd 20.27
ROADSIDE SHOULDER o
~ °z
MIN. 1' ° VARIABLE Z TOD E O 1 FREE BOARD MIN. 1' A v/ FREE BOARD 1
O~ DRIVEWAY WIDTH q OPTIONAL MANHOLE FY 'TH VARIES 3 I
StQ-r° IZ G~t OB FL~~EM SLOPE ZF= ' 9y~p 8 8 E GENERAL NOTE3: z¢=!) z _ WATER DEPTH VARIES r0~9m WJd~Z lDrTi~O9'OH Y fi" D CHANFEfl ALl EXP03E0 CORNEA61". °°dSZ - Ditch Lining Calculations
00 S Z S ~ USE CLASS "B" CONCRETE THA0IGHOUi. UI HZ~2D DRIVEWAY PIPE DRIVEWRV PIPE N ~ D ~ yV 9 -I TAB AILING APPflDACH W¢Zd ~709C)~ - _ OPnONAL CONSTRUCTION -MONOLITHIC PWA, 2" KEYWAY, pA WQQdS SOZDm FtJQO°O -WZ~m X X D_ i T_ D M4BAADCYffLSAT72"CENTEABASDIRECTEpBYTXEENGINEEA. QOM°H TEMPORARY LINERS Ditch Calculations
(890 Q ~ 2N0° `1 - 't?,3~ 1 ~ USE FOAi6 TO CONSTRUCT THE BOTTW SLAB. 'rS z W - x o DRIVEWAY PIPE TYPICAL SECTION ~2 Zw zHvrm ar i 1 ~ cn~W°J (WHEN REQUIRED z m . l ) 10 yr 10 yr 10 yr Min. Ditch Permanent Lining Temporary
arm 06LL~J 00~.q 1 Qwr y~~-i IF REINFOtICED CO"lCAETE PEPE I3 SET IN BASE SUB OF BOX, CCO Q - n' 7J H O Q O29 Z ' m¢ . AOD TO BASE AS SNDNN ON 5fANDAAO N0. 840.00. O y Q 1 P~~n 7EPSLOPE S" fi;i DB F Z • ADD ~ ~ {!~I-~- _ z TO EXTEND MIN. 1.0 Ditch Slope Width Flow Velocity Depth Depth Lining Required Type Lining
G 0:1 Op FLP7_--'- -_IAtifA BIOPE B apD-,, J _ ~1 PAOVONEC NTERSNINIACCOflDANCEVWITN STD NO E840.6fi. STEPS dp ABOVE DITCH BOTTOM H - ~ ° W #1- Sta: 6+00 1.00°/G V-Ditch 0.69 1.64 0.41 ft 1.41 ft Noz NIA NIA {>i^~;
Z B" MAX, 1 ~ - 1 S MAX. ° Z m 6" 3 ~ ADJUST 7NE STEEL, CONCRETE AND BAICY. YPSONAY QUANTITIES n ° TO INCLUpE THE ADDITION OF THE MANHOLE (I.E. DIAGOIUL BRAS A B p JOINT D B A ~ Y SEE STAYOAAD 840.54 m D SHOflTENEO AAWNO OPENING IN TOP $L4H, P1bITI0NAL VARIABLE ' r ,
-M FILLER W FOA MPNNOLE COVER E FRAME N4 &(AS "A" HEIGHT OflICK MASOt01Y, OPENING IN TOP SfA8.1 ' PLAN opnaxAL sPACeo s 7J _ ~ _ - D• C. TO C. MAX. DEPTH OF THIS STAIWTUAE FROM i0P OF BOTTOM SLAB TO TOP ELEVATION I9 12 FEET. #1 - Sta: 8+50 1.00% V-Ditch 0.27 1.29 1.29 1.29 ft Noz NIA N/A
° d BRICK NAY BE USED D T ~ T _ TO AdIU&T FRAME k VARIES N L D Te PIPE PIPE b L 6" C04EA TO 3UAFACE 21E ROADSIDE SHOULDER #2 1.10% 2 If 5.3 2.74 0.57 ft 1.57 ft Noe N!A Straw whet
-H ,Q Te z N ~ ELEVPTIaI MAX. i' ~ Bal
° ~ z GROOVE INSTALLATION TONGUE SNSTALLATION O I"I 0 C1 ~ _ a ~ n r ~ SIDE VIEW ~ v: ~ z H ounET PIPE ~ I .1 cD m ~ MIN. 1' MIN. 1' #3 D.50% 14 8.89 1.67 0.35 1 Noe NIA Straww/net
m r y z y ~ 1 1~ s I i- E Dfl F (L" L ~ z °x a FREE BOARD ~ m 2 PIPE x - A I I O z H 1 mr 3 ¢ N 171N _ ~ 6"~ QI.NQd FREE BOARD ~i
(T! ~ D ° ~ ° ~ INLET PIPE N ~ m ~ D - _ ° z W ~ ~ m y fi" SE TIN DOWEL o I- ~ . pWATER DEPTH VARIES °Niz W =-I z C-C OR D-D ?vJiD 2 DEPTH VARIES 3 #5 Sta. 0+00 1.50% 5 2D.4 3.19 0.59 1.6 Noe NlA Jute Net
~ .o ° w D ~ O ? z 9 H L o SECTION X-X O z Q m H D I w o ° o~ D Q~ z' TEMPORARY LINERS (n Q H z 7R DINEX6IOX5 AXD NOANTITIEB FOR CONCRETE JUXCTI011 BO%B6 ? 7 ° O #5 Sta. 4+50 1.50% 1 3.15 2.66 0.48 1.5 Noz NlA Jute Net u
z ? s.. m ° m p - °z H o ~ ~ n ° z tH- _ (WHEN REQUIRED) m v L PIPE Q y W ~ O Oil&NSIONS OF BOX AND PIPE REINFORCENENi OIMEN3 ONS CUBIC YAA05 TOTAL OIVNTITIE3 OEDJCTIONS FOA IN€ F W d F 1 ° Z ? Ts Te ~ F N ' 3 N 9 fi" P[PE SPAN WIDTH HEIGHT BARS A' IN BOX BO%PND SLA95 PIPE CU.YOS. W F ° TO EXTEND MIN, D.5 2
~ ~ D L END VIEW ~ D D - I~„1 = W F H = Z Fix I EMP. JOINT D A B H N0. LENGTH E F TOP 00TTON MILLI CBS. CU. WIS. C.S. R.C. S W = N ABOVE DITCH BOTTOM 1 y N W .9 ° Z o . ~ SLAB SLAB H. a Nt. AEINF YIN. ' H" N ~ ~ ~ 2 #5 Sta.8+40 4.50% 1 1.7 3.38 0.27 1.3 Noz NlA Strawwlnet
~ PLAN VIEW J J ~ m m ~ O ~~9" 12" 2'~0" 2'-0" 2'-s" 12 2'-s" 3'-0" 3'-0" 0.187 0.167 O.RB5 22 OJSO 0.015 0.024 J z 3 ~ ~ ~ CD Q Z O ~ 16" 2'-9" 2'-3" 2'-8" 12 3'-0" 3'-3" 3'-3" 0.196 0.19fi 0,204 24 0.902 0.023 0.098 ~ 0... GRASS LINED DITCH (STEELS CR H STEELE CREEK ROAD Difch6 4.75% 1 1.7 3.45 0.27 1.3 Noe NIA Strawwlnet PROJECT NO. ABC-08030
° 1"I °S W U ~ ~ 8" a' 18" 2'-8" 2'-fi° 2'-B" /A 3'-3" 3'-8" 3'-6" 0.227 0.227 0.222 30 1.OBfi 0.093 0.049 W V
N O a - 24" 3'-0" 3' 0" 3'-3" 18 9'~9" 9'-0" d'-D" 0.298 0.296 0.259 d0 1,43A 0.058 O.OB6 ,p Z ISOMETRIC VIEW F LL' 0 ~ 30" 3'-8" 3'~6" S'-9" 1B 4'~3" 4'-6" 4'-B" 0.9]5 8.3]5 0.298 51 1.880 0.092 0.12] END TREATMENT DIMENSIONS N Ditch 7 7.50% 1 6.4 3.13 0.67 1.7 YES RIPRAP3 Synthetic Mat FILENAME: BCOHO3O-D5
'C T T T U 36" 4'-0" 4'~O" 4'-3" 20 4' 9" 5'-0" 5'-0" 0.4fi3 0.4fi3 0.333 84 2.397 0,192 0.178 MIN 1' H D L W S 6 e A B W -'SEE NOTE ~ DD~L 42 4'-8" 4'-6" 4'-9" 22 5'-3" 5'-8" 5'~6" 0.Sfi0 0.580 0.3]0 77 2. B/B 0.180 0.243 1V1 IV C ~ VARIES JARIE DESIGNED BY: SMM
m 15" 7' Err t9., an 4" 6" 173/4 20%8 NOTES: d 40" 5'-d" 6'-4" 5' 3" 26 6'-3" 6'-4" 6'-4" 0.793 0.]43 0.401 111 9.623 0.295 0.31] r 2B 6'-]" fi'-10" 6'-10" 0.065 0.885 0.444 126 A.283 0397 0.401 I 18° 9'~0° 23' 4" 4" 6° 21T/q" 25" t EACNTWAYTANDPMEETDALLCREOUTAEME~NTSaOFESTD. SSPEC. 31 D. SECTION Y-Y sD s's" s''s" s'-3" ao ]'-3" T-6" ]'-B° 1.042 i.G42 D.asi 145 s.aeD Dss7 p.a66 OVERLAND # 8 Sta. 0+00 5.00°!0 1 4.2 2.42 0.61 1.7 YES RIPRAP4 Sfraw w/net DRnwN BY: SMM RMR
SHgEET 1 OF q1 2. CHAMFER ALL EXPOSED CORNEAS ~'q". SHEET 1 OF q1 SHEET 1 GF 1 SHEET 1 OFq t 316.62 24" 12'-8" GD" 4" 4" G" 27%8° 32" 316.62 846.$1 66" T-0° T-i" 6'-9" 32 ]'~t0" 0'-1" B'.1" L210 L210 0.518 169 6.81] 0.944 0.508 646.31 MIN. 1' MIN. 1 ~ ~ # 8 2+00 1.15% 1 1.9 2.11 0.4 1.5 Noe WA NIA
~ SCALE: N . T. S.
1 z Per Table 8.05a of the NCDENR Erosion and Sediment Control Planning and Design Manual no HATE: 6-15-2009
3 pWATER DEPTH VARIEf ER DEPTH VARIES 3 permanent liner is required if velocities are below 4.0 ft/sec.
TEMPORARY LINERS 3 d50=9" Rip rap SHEET No, c
(WHEN REQUIRED) "d50=6" Rip rap D
TO EXTEND MIN. 0.5' 2' ABOVE DITCH BOTTOM
TCH (ON STE WADAMS
GRASS LINED DITCH (ON SITE;

NOTES _ 6'MIN, tffIXICED PRESSURE T/'~
REDUCED PRESSURE PRINCIPLE ASSEM&.Y t. HYDRANT LOCATION: EXIST. OR FlNI9TED 6RAOE Wd ROADS N1TH CUI~ & GUTRI2, USE DETAIL (i) -SHUT-OFf YpLVE ~I tN AIi CASES UNL£S'S OnfERNt~ ~1Q193 flN idAP. . ti ~ ` ~ V~ ZEBALL 9iPU~T- ~tONZE BALL SF61T-OFF t, usE 6ETAIL ~cK vuvE
. RE9LIENT SEATED GATE SHUT-OFF VALVE VALVE WTTH HANDNHE0. RE~IENL SEATED 7E VALUE I 2. BURIAL TD ETE 3A' UNLE5S OTHERWISE. DIRECTED BY E ~iDTO3 flN idAP. VALVE ~ ~G N ~ CHECK'VA11rE SEE-NOTE /i
OPERATOR WITH HANDWHEEL OPERATOR. T11E ENGNEIOt. SEE NOTES ~2 8; ~T. SEE NOTES ~2 & #3. ERWISE DIRECTED BY VALVE ~-SWIVEL HYORANT g
8. fDR:HYDRANTS ON :DEAD JJNE$ MAINlft1E SWIVEL 90' ~ OPTKNIAL INES, MAINlft1E I#ND 5" G.V. -:M.J.
CHECK VALVE iP VALVES A~ LOCATED DOWNSTRENd OF HYDRANT. {NECK VALVE ~ Ny~ i 4. EXTENSONS REQUH2ED AS DETftOdiNED BY THE AM OF HYDRANT. ~ 1.1AW---
ENgNEER. MdINED BY THE iNSUtATED ENCLOSURE. ~ O F.H. 7 MIN. W11H DRAR1 PORTS TEST COCK ~1 ~ U NON-N.C. DOT R/W) (SEENDTE ~3} • ~ U~
fiESTRARIED DINT SEE NOTE /5 5. 4" IX11LET TO BE NRNED FACING ROADWAY. IG ROADWAY. BACK ~ CURB COWEST TYPE K OR L COPPER ~ ~ ~
REMOVABLE & CLTNCREIE ~OgONG TO IXTQJD TO iROASTtAiBEQ INSULATED ENCLOSU EARTH, AMOUNT DETERMINED BY 7HE ENgNEER. z a PANT NBING DR i' MIN. F{ ~ TD i1t1015TURBED ~ ~ ~ REtffF VANfff~ STEfl. PPE 7HE EN(4NEER. iv c Fqt Mtt~. OF 5' ON EAtTi • ai ~ A
N1TH-DRAIN PORTS. DUC7ILE.TRON PIPE qt ~y~,,, TYPE K OR1'COPPER 7. SEE DEiAiL'SA FOR PLACEMENT t~f:H. ~1 N:C.'DQT RJ t~ f:H. ir1 N:C.'DQT R' (1) PLAN LIEW SLCPE fd?OUND ro END OF ASSEMBLY. SEE ~ ~ (t('~ ~ Qi
TUBING FOR MIN. OF 5' AWAY FRS N61E'}4 Dd.P. COVER (TYP.} ~ ~ Z a
L ort EACH END OF ALL HYDRANT T'IPtPX; SHALL BE Dd.P. SLOPE gEWND ASSEMBLY. CMtt APPROVED ASSET®LY AWAY fROM 12' 1@L RELIEF VALVE SEE NOTE ~Ti ¢ ~ ~'i ~ Waz
CO ~ N:vL UUTLE7 lNS+DE DRDP
AA. 71 ~~RED BYE ~ ~ ~ R'y 0 ((PAD JS OPTKk1Al) ~ ~ a ~ ~ ~
(~AqT( ~ TEST TEST LOWEST PANT OR ~ COCK ~3 COCK /4 REt~F VAI.YE ~TIlET U' 4' MWIMUM ~ _ 7~EWA9IED W
CONCR L PAD AND - - - - ETE f00ANGS AS ~ _ - _ ~ ~ ~ dE
Al1E V~AI.~ V SHUT-OFF o •r ~ ~ ~uyE REt~11R® BY SYSiEM DEEt~IER ~ „~0.,+.; `"ter" CONCRETE ~ Z ~,Q'y ~
IF APPkiOABL;E RESITTATNED ~k . REDUCE PRESSURE SEE NOTE /5 k CIXTE HOLE AND INSTALL RET.~F YALYE do WTLET NOTf~ FLETOERE BOOT COJNECTOR. M.J. TEE v ~ VALV W~ o ` ~ o a ~ ~
t. REDUCED PRESSlATE PPoNCIPLE ASSEMBLES RP MUST CONFORM CMU ~ 45' OR 22-t/T BEND M.d RESTRAINED NOT VARIES ' NOT BE PLACED ~ ~ ~ ~ W ~
U 1 OUTSIDE OF M.H. 6"G.V. IN RI TD CMU SPEgFlCAT10N5..REFER ID CMU Ap 115fAF-LA'S SETBACK OVE GROI~ID JgIVTS-qt 4f~lG . #i.d 2. CEN APPRO~'RP 4lCLU~S'~tUT-TIFF VALVES 7iND XS IN ROAD DITCH. 6' G.V. HYDRANT aAU ~ w ~ ZOIING REDINRED BPA ~ ~ W a C~
PART OF THE A55ET~LY. ND SUBSnTUTK1NS ~ PEITIED. SWIVEL HYDRANT 7. HAHDWNEEI.. OPER TORS. IF SERNN SPS~MPoNK ~S, TER SYATdiES ~ ADAPTER. JOIN~OR L~~IG SEi$AIX(" A&fVE1,Y2~IND U F X12
4. TEST C~~• PROPERTY ~ d: m 5fOb1E BEWING (IF REQUIRED) F.H. #t SFIALL BE UPSTREAM OF SHUT-OFF VAIN: ~t AND IS ..LINE ~ ~ z ° SI~VEi HYDRANT F.H. ADAPTER. PROPERTY ~
-PART OF 7 E,APPROVED ASSEMELY. 5. PIPE MATETOAL AND FlT11NG5 SHALL BE AS SPEC?t1ED IN CMU STANDARDS i CMIB) ll~ NOTE ~ ~ ~ Z C ~
SPEgFlCATIDN. ALL JOAdTS SHALL BE RESTRAINED PATH MEGALUG METER B Rt~1RA1NT5 OR APPROVED EQUAL PUBLIC ~ . 8' - to RP SFIAU. BE SIPPORIED Ai CENTER WITH BRIq( PEDESTAL 3 PLAN VIEW GMUO _W .m U ~ METER
AND SHALL NOT BLOq( RELEf VAVE ON DRAIN PORT. WATER ~ 7. 1NSULATFA ETIq:.OSITRE SHAtL BE AS ~EgFlEO IN CMU ENCLOSURE MAIN a VIEW (4) PLAN VIEW PuBUC
IlJfgiMATK1N. ~ 8. ALL LOCA71grS Fqt LA'S REQlARE CMU APPROVAL rc 9. NO iAPS, Ems, iHS L8t ~THETt ACORIES ARE PERMITTED MAIN ROAD R/W 444441111111j1~ CA NOTES: (~1 ~~~~~(N
ON THE PIFiNG BETWEEN THE ~A & METER. TYPICAL LOCATION REQUIREMENT T. ~~u sPEP p~FlCnp~ ~R~u ~Appn~vEpu y~r ~Fg°~pA's, TYPICAL LOCATIOt•! REQUIREMENT :.'f ~e•~ '
FOR ABOVE GROUND INSIALLATIQN N,LS 2 CMU A(~ROVED RP INCLUDES St~1T-a~F VALVES AND ~~pp AS fOR ABOVE GRWND INSTALLATION R PART OF 7HE ASSEMBLY. NO SUBSiiNRONS SH BE PERMITTED. N.LS ~ M
CHARLOTTE-MECKLENBURG CHARLOTTE-MECKLENBURG CHARL®TTE-MECT{LENBT7RG UTILITY DEPARTMENT 3. TEST COgf #i SHAM. ~ UPSTREAM OF 91117-OFF VALVE ~t M AND IS PART ~ TF~ APPROVED A59]ABLY. S CHARLOTTE-MECKLENBURG 4. PPE MATEPoAL AND FlSi?lGS SEIALL BE AS SPEaFlED IN CMU CHARLOTTE-MECKLEN$URG ~ ~ , 47 ~
UTILITIES UTILITIES ENGINEERING DIVISION S73TFY PROTECtION DIVISION B'YSPEM PROTECTION DEVISION CHARLOTTE, NORTIi CAROLINA UTILITY DEPARTMENT srAwoa~s ~ 9'EgFlCADDNS.
CHARLOTTE, NORTH CAROLINA CHARLOTTE, NORTH CAROLINA ENGINEERING DIiTISIODT 5. RlSULATED ENCt~URE SHALL BE AS 9'EgF~D IN CMU UTILITII,+'S : ~ h TNt~OSURE RIFDRMATION: CHARLOTTE, NORTH CAROLINA 6. AIL LOCAilONS FOR BPA'S REQUII~ CMU APt~iOVAL CHARLOTTE, NORTH CARQL~IPTA ; 9 ' ~ 7. ND TAPS, BRANCHES, Fli'S OR OTHER ACCESSORIES ARE ~ ```E' ~
- STANDARD DETAIL BACKFLOW PREVENTION BACKFLOW PREVENION ~ '°°xrs STANDARD DETAIL aa. vvN ~"M}S d,~, STANDARD DETAIL SEWER - - STANr7ARD DETAIL PERMR9ED oN THE PIPING BETWEEN iNE BPA & METER. BACKfLOW PREVENTION A, • ••~J;~~`~`~ `
e~ ~ - REDUCED PRESSURE PRINgPLE LATERAL /NSTALtA I0N WATER N.TS STANDARD DETAIL ~Qr~/G~IIp4p4~ `L~`
"'L - TEST COCK LOCATION - ASSEMBLY (RP} 2-]/2"-10" AT MANHOLE - • - REDUCED pRES91RE PRINCIPLE - FIRE HYDRANT DETAIL - ASSEMBLY (RP) 3/4'-2'
sxR ABOVE t;TtOUND a s¦a w oar. xwm ~..ts- ~ +-b-~ a x> aar ~ hizaa ~q o.4~u zr ~ terms 3 aaM1 ~ Ra~ka = &+'~rm "6d6-. N•. aaa ab' w~Wm. ABOVE-GROUND sc a
xnrm m o~m~ 'a6'~ w ns m ,mw~ ~e~.ear c.we~r awnm ih~ x
3
z' ~ a/a' ~ r a12 x a/a• TEF.(Lr~wc t~) .atTH . i-1/2' OR Y SCF&'WIE BO GAIYANl2m PPE , NPPIE AtA1 3/+' BALI. YALE x 8'-0' T8'Xi " W .d$i! .
ACCESS HpTgl SITE A B C ~ PAD OR. l1PPRlP1~ 2l' BIA; PRECAST. WATER MA91 _ ~ 4' 2-i/2 2 5-1/4 P PAD (f;RWT tN UPpER SEOROMj Or
-..WRAORATtON 6'-0' NPPLE ~ r rl• lenr.ll'~,, x tr: NOTE;
' , co1lPLwc No. to Y x a/4' al e` at z5 r-r/s 2' r ~ ' . d . ~ d~:.•, ~ ; • d • A• t 1/2' z 3/4 TEE , ~ ' , , - ~ (f0IXiN0 ~ tWTT1 ° , 1O'~ ~ 25 B~ii/32 2' , r ~ . ~7 i/$ ~ ~ D: - ~ 'A' ~ 1. tt5 CASTS SHALL HE Z f
m~ry • , . -nPER A5T1E A-49. CLASS 16. Z . ,
'TSA~IE ° b; ~ W PLUG METER COUPLING SHALL 8E 'GRAND" NO. 2008 ' ~ ~T a A~1ER COUPL9IG t 1/2" AR Y' - Y OPETT RK117' 6AlE F1At 7 1/2" k.f&3. 2D10 F~:2'. ~p -7DP . ~ ~2 iJ2' m typ~ r T~ ~1" Iii 4/4%t 81/4` .w-7f16" 11/'x'., ~ ~~R~ U
GALVAN2ED IYAIFR VALVE OR 1 1/Y ~ ~ ~ k - - - tW E. SCHEDULE J~ 7.EFI BALL W9i.VE ClBN3 ~ l ~.L. s' a'>R ~ •
O O° (D T1ErER < , . a . ~1 51EM AS . , ; BEOIARED. SM'~~NOTE 3 ' I ~ ~ y S, ~ O O
BALI vuvis vurE arRa ~ , it " s WR1. ~ i (WRB S1OP5} CHECK VALVE STOP AT PRTPERiY YO. ~ a ~ `•Lt ~ k G N N
0 . s" ~ureAa ~a. • .k - ~ ~ . _ ~ 3j~'.... D ~ ~~'1 'rte O
' . s 54iR. PPE ~ Y DU. OPENING FOR SUIT i irwwx pNF 16W~F mlealx ~ ~ 3 W *l a rKlelmllaaluaoMlruorn ~ «errr,rxsr~ri
BALL YAL ROW- 1AE _ Empc tYDZ SPPORTS DETECTOR CHECX BEtI QF SOL PIPE °1Y tAN011
VA ~~W YIRI. REC1riVE BOTTOM vu~ ~ TYPICAL PLAN S1'B;RDIE OF VALVE BOX. - . ~1/4 RIB;
i-t/2' PPE-i1T~ K COPPER TYPICAL-ELEVATON e" W1H FLARED FRRNGS ~.0. ( . i/4" /ff
. , Y PPE-P.Y.6(SOR i3.5) FOR LONG 90E • • SCHEME BD GALYW92ED FOR SHORT 5'AE 4x8' OR 4 z 5 000BLE-LEAF TYPICAL PLAN A . C©VER "TOP VIEW. c ~1' ~ a• rlxarr~:esocr . ~
sTEa C04ER, FWTGED t GA7E vuy~ ~ 1'61 LOCIIAIXE, sEEsm. DETAIL zx tV~ L&~7 $dOL _ ~
Akira F~mnTaCow ~ ST DAN ~ DETAIL R PVG_ ~ ~ a~' Y • Mozimam M3 ~ ~ DETECTTR /.a ~ f^J' VALVE ;~4,Y'- TOP BECTON ~ ~•r ~'SECTiON, V!E'W~ ~ ~
Cavaex LAmtad GALVANIZED SIIFEii. SS~~WW_OpNN ~ . ,,.I,~ 191• YarMe Undo OmrA. a PPEC01NYlECTIONS .•1•-- ,>s 1G " a
t Flat Slab sap 1Y TiPofX ITRigC v~ ~ I sMAu aa~ . W sww.;s~ ~ ~ E~ a
_ ~ ~ _X M8 O W~ ~~s' ~acu ~.x,:~r~r l i•-~ ¢ 3/4~-*i f = 3~~• ~ A W U
h - I !A .TANG ~ J~]t R'~rrae ~
12'MDL - ~ 5BtEET ONLY1 ~ TAP.S.FEVE. - II'IBW'!8'-!0 t7~' ~c _ ~ ~
- 7x4'z4' 6AlE~YU ' RERiFORtt~D CONLXiETE
o +"VOCE ~ E.P,~, 31;"
18'HK;fi OPENBTG WASFED STOIJE 14flr,Ik'!x d' t2' 6w. Sump e" ~ TYPICAL ELEVATION /a:tER q 1srk~k't,a' rwelaliorc 1
' . E~'TENSIDN USING . E7lTENS1DN USING BAck Pedeetd r.. ~'t 8 3/4' ~ C~
CAST oPENR1G TD stRADIXE PVM 4-9C1V r/PE •rr c Stana ~ ~ SOIL PIPE' ~ ~armmxrApus Ib I/2" - Q'i
NOTES: TYPICAL. ELEVATION ~M; 1wAarts P VAl1£S tVSOE METER BO)1 TO BE OPEN LEFT Bldl. VAL4ES ON aonl sOES TO SfAI. NOTES: / ~ " caVEa ~ECrrON VIEW. ~ ~ _ a x
OPBBN~ ~ DTCFI A~TER,SHALL ~ RISFAII.EO R1 MEtHt GATE VALVE, OPEN LEFT ~ ~ ~ ' AS PER'SPECPICATRkrs Ait VAL1R5 TO BE 'i' tIEN1 - PER S7D. DETAIL 1B. T. SE1rRDN ~ 9~ ~3 _,_...::'~r: W U 'z
CHARLOTTE-MECKLENBURG ~ ~ ~ OTr<It Nut YAUl7 TO.~.CONSiRUCtED FROM PRECAST RFlliFORCED Att PPE SHATl~ RESn1pIr~D JaNTS rTBkl TAP CHARLOTTE-MECKLENBURG ~ NDT TO BEAR DN VALVE BODY, RIB~D coxcRErE WALL PAI~'is. TOP sLpB lD ~ UTILITY DEPARTMENT rp P~RTy telE vuvE: UTILITY DEPARTMENT CITA~tI,pTT'~.,-~MECKLENBURG SfR~WCE TD ~ 6f~ cs~tAZ~rr~-~t~
PRECAST RETIFORCED L'ONI~TE. ENGINEERING DIVISION ENGINEERING DIVISION ~ PROVIDE CtEABANCE BETWEEN YAIVE BOX/BfdCK 1 ~ ~ T !f I7ETTS ~ CHARLOTTE, NORTH L;AROLINA Tx rASE OF a1AiN, x rEE+1Ar ~ stssBTUTPn tTRt ~ xoSTH cAROI~TA AND n~ vALYE. L1''I'TLI'~' I~EPAI~TM~,'NT a>a UTILITY z~z•~ART~~x~ s f/x o
METER Q7IPIRGURpnDN MAY VARY DtA: TO BRAND TAPPBTG SLEEVE b VALVE, But A VALUE MusT ~ ~ - ENGINEERING DIVISION TO t,WAhg ~ STANDARD DETAIL INSTUtrn ~ s~ ~ ~ ~cTOR ~ ~ STANDARD DETAIL ~ NITT DEPnT Exams e-D" eELaY NORTH CAROLINA ~ ?~°IE ~"~uE, raBn ,a ~ CHA~RI.iG1TTE, i MINA ~ • C ~0
~x ~ g.,,. PA~E6; PVC EtcrENStON STEiI Vkix sTD: ,,,,,,,~,T ~LW~ tap{T' aF r~YPAtt84E BOTTOM sIAB m ~ sAME ps WALL PANELS LWTH FLAT WATER ALL vuvES STALL HAVE ~ .tAZ~etr: WATER Y SO.OPERATxTG Nu'I 1N TOP SEC'~1 OP vALVE ~ _ STANDARD ~ DETAIL . rzuPnt~ STANOARA DETAIL c>~nl~, NOR7Ti ~AR{+IdNA ~
~-LP. AU. METERS To i~gstFR a1 al~c TEFL 1 _ 1~3" & 3" METER srwDARD vuvE ~TL ~ FIRE LINE o fit' vtt~A ,..'~ts° ~,I~ ~~R CTURER. WarE~ ~ sr~IVaaaD DETAIL }I.~ X .~f. ~ VAULT VALVE. BEJX 9D~f0,~ ~ BECTON . WATER
- 4 x 6 VAULT CONNECTION n.. a ~ a VALVE 9f?d` l1VSl'ALLATfON fRitME ANp COVER ~ SECTtdN VIEW
xa oat. e1 xaAdxi sxao.r b ~ ' 1~ xs Mia~+'N '6a~ ~ _ xo ow h w~+e. aaa.~a e1 ' 9~ uan3i +~r ~a.+m oma ~ a z. ow rti 1~wa WATER VALVE SOX Y N MnMY. . !~'~'~1.
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July 2T,1995 xlv z 73 Water 5pecificationstDetails (SD) sir NO.
D-6
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