20140143 Ver 1_Stormwater Info_20140912

design resource group
P
Date September 11, 2014
To Ms. Karen Higgins
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 2 7699 -1 61 7
From Marc Van Dine, PLS, PE
Re Channing Hall Subdivision
Charlotte, NC
Job # 409 -001
Please find attached
Ff -0Ig3
0�I C
i SEP 1 2 2014
• Approved Storm Water Management Plans (1 set)
• 401 and USACE Permit (1 copy)
Please let me know if you need anything else.
Sincerely,
Marc R. Van Dine, PLS, PE
Associate
2459 wilkinson boulevard, suite 200
landscape architecture urban design civil engineering - land planning traffic engineering l charlotte, nc 28208
p 704 - 343 -0608 f704- 358 -3093

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action LD 2014 -00593 County: Mecklenburg USGS Quad NC- Charlotte Fast
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent- Park South of Union LLC / Attn: Mike Kissel
Address: 5615 Potter Road
Matthews, NC 28104
Telephone No.: 980 - 333 -1038
Size and location of property (water body, road name /number, town, etc.). This project is located west
of Park South Drive, between Teversham Lane and Archdale Drive in Charlotte, Mecklenburg
County NC. Coordinates are: 35.143 N - 80.848 W.
Descnption of projects area and activity. This verification authorizes permanent impacts to 140 LF of
stream channel and 0.14 acre of wetland during the construction of a single family housing
development.
Applicable Law- ® Section 404 (Clean Water Act, 33 USC 1344) S _
❑ Section 10 (Rivers and Harbors Act, 33 USC 403) e �a 1 �RgM 2 W4
Authorization Regional General Permit Number
Nationwide Permit Number 29 ...__
SOURCES
.`�AccR EI_o
A dditional Remarks and /or Special Permit Conditions:
1) In order to compensate for impacts associated with this permit, mitigation shall be
provided in accordance with the provisions outlined on the most recent version of the
attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this
form, including any special conditions listed on this form, are hereby incorporated as
special conditions of this permit authorization.
2) Please be advised that if additional impacts to waters of the U.S., either on this property or
on /adjacent to this property and associated with this projectlactivity, are proposed at a later date,
those impacts will be combined with the current impacts to waters of the U.S. and will be reviewed
cumulatively. Generally, compensatory mitigation will be required if individual or cumulative (i.e.,
past and present) losses or degradation of waters of the U.S. are greater than 150 linear feet of
perennial or intermittent stream channel and /or 0.1 acre of wetland. Additionally, cumulative
impacts that result in the loss or degradation of greater than 300 linear feet of perennial or
intermittent* stream channel, and /or 0.5 acre of wetland, will be processed under an Individual
Permit. This verification of the use of the Nationwide Permit Program for this project does not
imply that this office will necessarily approve any future proposal to impact waters of the U.S. on
this property and /or associated with this project/activity.
* The District Commander has the ability to waive the 300 linear foot limit for intermittent streams
on a case -by -case basis. All requests for waiver must be in writing and shall include rationale for
the request.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with
the attached conditions and your submitted plans. Any violation of the attached conditions or deviation from
your submitted plans may subject the permittee to a stop work order, a restoration order and /or appropriate
legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. if, prior to the expiration date identified below, the nationwide permit
authorization is reissued and /or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit if the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with

the terms and conditions ofthe nationwide permit, activities which have commenced (s a ,ate under construct ton) or
are under contract to commence tin reliance upon the nationwide pernit. %vill remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification of revocation,
unless discretionary authority has been exercised on a case -by -case basis to modify, sutipcnd or revoke the
authorization
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water duality
Certification You should contact (lie NC Division of Water Quality (telephone [phone]) to determine
Section 401 requnements You may also visit their website at. hap / /postal ncdenr ore/wcb /wq /swp /ws /webscape
For activities occulting within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N C Division of Coastal Management
`this I)epar•uncnt of the Army verification does not relieve the permiuee of the responsibility to obtain any other
required federal, State or local approvals /permits
if there are any questions regarding this verification, any of the conditions of the Pent, or the Coips of
Engineers regulatory prograi"", please contact Steve Kich(efski at 828 -271 -7980
Corps Regulatory Official Steve Kichefskt�y k— Date March 28, 2014
Expiration Date of Verif ication. March 18, 2017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customei Satisfaction Survey located at our website at
hill) Hper2 nwp usace army.mil /survey html to complete the survey online
Determination of .lut-isdiction:
A. ® Based on pielinninary information, there appear to be waters of the US including wetlands with)" the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Piog"am Administrative Appeal Process ( Reference 33 Ci-R Part 33 1)
13 ❑ There are Navigable Waters of the United States withu" the above described project area subject to the
permit requirements of Section i tl of the Rivers and Harbors Act and Section 404 of the Clean Water Act
Unless there is a change in the law or our published regulations, this dcten")nation may be relied upon for a
period nut to exceed five years limn the date of this nouficatnon
C ❑ There are waters of the US and /or wetlands within the above desci ibed project area subject to the pernnrt
requirements of-Section 404 of the Clean Water Act (CWA)(33 USC S 1344) Unless there is a change in the
law or our published regulations, this cictermination may be relied upon fora period not to exceed five years
From the date of this notification
D ❑ 1 he_junsdictionai areas within the above described project area have been identified under a previous action
Please reference Jurisdictional determination issued Action ID
Basis of.lunsdictional Determination:
The site contains wetlands as detemune(I by the 19 7 Corps of Ei?g meets N %!land Dehneanun A4at777a1 and the
h7tetmi Regional Supplement to the Cotps ofEngnteet fi�eticn7cls Del+r7cut+on Manual Ecrhatn Mountain indicators and
Piedmont Region These wetlands are adjacent to stream channels located on the property that exhibit tndtcators of
ordinary high water marks The stream channel on the property is an unnamed tributary to Little Sugar Creek which
flows into the Lower Catawba Watershed, Santee l3as+n, FlUC• 03050103 The U•1' to Little Sugar Creek flows to
tine Atlantic Ocean via Little Sugar Creek, Sugar Creek, the Catawba River and the Santcce- Cooper River The
Catawba River is navigable -m -Fact at the Mt Island Lake Dam
Attention USDA Program Participants

Permit Number 2014-0059'
'l'ypc: NW29
Name of County: Mecklenburg
Name of Permitter: Park South of Union LLC / Attn: Mike Kissel
Date of Issuance. March 28, 2014
Project Manager Steve Kichefski
Upon completion of the activity authorized by this permit and any mitigation requiicd by the
permit, sign this certification and return it to the Collowing address.
U.S. Army Corps of Engineers
Attention: CIISA W -RG -A
151 Patton Avenue, Room 208
Ashevilic, North Carolina 28801 -5006
Picase note that your permitted activity is subject to a compliance inspection by an U.S. Army
Corps of 1i11gincers representative lfyou (ail to comply with this permit you aie subject to
pell -nit suspension, modification. or revocation.
hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and conditions of the said permit, and required mitigation was
completed in accordance with the perind conditions.
Signati,uc of Permittcc
Date

This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for
the particular site identified in this request The delineation /determination may not be valid for the wetland
conservation provisions of the Food Security Act of 1985 If you or your tenant are USDA Program participants, or
anticipate participation in USDA programs, you should request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Appeals Information: (This information applies only to approved Jurisdictional deteiminations as indicated in
B and C above)
This correspondence constitutes an approved jurisdictional determination for the above described site If you object
to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331.
Enclosed you will find a request for appeal (RFA) form If you request to appeal this determination you must
submit a completed RFA form to the following address
US Army Corps of Engineers
South Atlantic Division
Attm Jason Steele, Review Officer
60 Forsyth Street S W, Room I OM 15
Atlanta, Georgia 30303 -8801
Phone: [phone]
in order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the
criteria for appeal under 33 CFR part 331 5, and that it has been received by the Division Office within 60 days of
the date of the NAP Should you decide to submit an RFA form, it must be received at the above address within 60
days of the issue date below
* *It is not necessary to submit an RFA form to tite Division Office if you do not object to the determination in this
correspondence **
Corps Regulatory Official Steve Kichefski 4k
Issue Date: March 28. 2014
Expiration Date n/a
Copy Furnished
Mr Leonard S. Rindner, Environmental Planning Consultant, 3714 Spokehave Lane, Matthews, NC
28105

A a
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A Reeder
Governor Director
Mr. Mike Kissel
Park South of Union, LLC
Bonterra Builders
5615 Potter Rd
Matthews, NC 28104
Subject: Approval of 401 Water Quality Certification with Additional Conditions.
Channing Hall Development
Dear Mr Kissel
John E Skvarla, III
Secretary
February 8, 20'14
DWR No 14 -0143
Mecklenburg County
You have our approval, in accordance with the general certification and those conditions lasted below,
for the purpose proposed in your application dated February 9, 2014 and received by the Division of Water
Resources (the Division) on February 14, 2014 After reviewing your application, we have determined that this
project is covered by Water Quality General Certification Number 3890, which can be viewed on our web site
at http :/ /portal nedenr.or-q/web/wg /swp/ws /401 The General Certification allows you to use Nationwide Permit
Number 29 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 In addition to the requirements of the certification, you must also comply
with the following conditions
The Mooresville Regional Office shall be notified in writing once construction at the approved impact areas
has commenced
2 Approved Impacts
Type of Impact Amount Approved
j Temporary Impact
Stream _ 0
Wetland
JBe rim9 S mrtni Nwmiltn0 (Intl
iM r;4gli SM0e (,C4IIer Raleigh. riartn carubna 274JJ 16 kt
Lpc,liM 43) P! Satakurf Sr tale VI) Noiln cari,tu,a 17604
P! p,a �;7.62W � FA, 13114307 -fAW
Inlla+frSfli VeYr'S+/ tr— ILEM -11T D
An Launl 0t)norl unil'r /Al nrmative Art ton Em Wove r SCI ° / RnC' /Cletil 1p °. e. r 051 tnSUrnl =! r�,llr�7
Amount Approved
Permanent Impact _
1401inear ft
0.14 acres
011,7
No t'( hC.u'u1t11:I
,I atlll" lly

DVVRtt 14-014.3
3 This approval is only valid for the purpose and clesign that you described in your application If you cliancge
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
4 All wetlands strearns 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
5 Use of native vegetation and other soft stream bank stabilization lechniques must be used where practicable
instead of rlprap or other bank hardening methods If nprap is necessary, it shall riot be placed in the
streambed. unless approved by the Division
6 Stormwater discharge structures at this site shall be constructed in a manner such that the potential receiving
streams (of the discharge) will not be impacted clue to sediment accumulations, scouring or erosion of the
stream banks
7 Diversion Ditches and other storm water conveyances as related to the sediment and erosion control
measures shall be matted and /or stabilized to reduce sediment loss and turbidity
8 Barelfill slopes in excess of 10 feet in height and within 30 feet of surface waters shall be matted
9. You are required to provide one copy of the approved Slormwaler Management Plan (SMP), =11.01119 plan
details on full - sized plan sheets, with proof of the City of Charlotte's approval within 60 clays of issuance of
,this approval The approved SMP shall be submitted to the DWR 401 8 Buffer Permitting Unit (1650 Mail
Service. Center, Raleigh, NC 27699 -1650) before any impacts authorized in this certification occur After it is
approved and submitted to the Division, the SMP may not be modified without prior written authorization from
the approving authority of DWR. If the SMP is modified in the future, then you shall provide one modified
SMP with proof of approval to the DWR 401 & Buffer Permitting Unit prior to the commencement of the
modifications
10. No sedimentterosion control measures, 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 Preconstruction Notification application
without approval from the Division
11 Upon completion of the project, the applicant shall complete and retain file enclosed "Certificate of
Completion° form to the 401/Wetlands Unit of the Division
12. Continuing Compliance The applicant (Park South of Union, LLC, Mike Kissell) 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 ano
federal law If the Division 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 assurb compliance. the Division 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 the Division shall notify the applicant and the US Army
Corps of Engineers, provide public notice in accordance with 15A NCAC 2H 0503, and provide opjJortunrly
for public hearing in accordance with 15A NCAC 2H 0504 Any new or revised conditions shall be piovided
to the applicant in writing, shall be provided to the t Inited 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 file
404 Permit for the project

DWR# 14-014 1
This Certification can be contested as provided in Articles 3 and 4 of the General Statute 1508 by filing
a written petition for an administrative hearing to the Office of the Administrative Hearings (hereby known as
OAH) A petition form may be obtained from the OAH at http / /www ncoah corn/or by calling the OAH Clerk s
Office at (919) 431 -3000
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH A petition
is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in
the OAH dung normal office hours (Monday through Friday, 8,00 am to 5 00 pm excluding state holidays)
The petitions may be faxed to the OAI -I at (919) 431 -3100, provided the original and one (1) copy of tile
petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following
the taxed transmission Mailing address for the OAH
N sendirrrt Via US Postal Sorvicet
Office of Administrative Hearings
6714 Mail Service Center
Raleigh NC 27699 -6714
One (1) copy of the petition must also be served on DENR as follows.
Mr Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699 -1601
/I sondiny Vitt clelrvui) survico iUPS f'ad&. etc /
Office of Administrative Hearings
1711 New Hope Church Rd
Raleigh, NC 27609 -6285
This letter completes the review by the Division 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
Karen Higgins in the Central Office in Raleigh 919 -807 -6360
Sincerely
for Thomas A Reeder
Attachments
cc, Army Corps of Engineers, Asheville
Karen Higgins, Wetlands Unit
I an_IRi drwar-

Certificate of Completion
DWR Project No
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification,
County
DVVlqrr 1.1 -trl =i i
Upon completion of all work approved within the 401 Water Quality Certification and BlIfter Rules, and any subsequent
modifications, the applicant is required to return this certificate to the 40 t Metlands Unit, North Carolina Division of Water
Resources, 1650 Mail Service Center, Raleigh, NC, 27699 -1650 1 his form play be returned to DWR by the applicant the:
applicant's authorized agent or the protect etigii ieei it is nu( necessary to send certificates front all of these
Applicant's Certification
l.` 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 anri intent of
the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supoortincg
materials
Signature
Agent's Certification
Ddte
1, , Hereby state that, to the best of my abilities due care and oiligence 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, anri other supporling
materials
Signature
If this project was designed by a Certified Professional
Date
1, , as a duty registered Professional
(i e . Engineer, landscape Architect. Surveyor etc ) in the State of North Carolina, having been authorized to observe
(periodically, weekly, foil time) the construction of the project for the Pertnittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the conshuctian such that the construction was observed
to built within substantial compliance and intent of the 401 Water Quality Certification and BLJlfer Rules, the approved
olans and soeciflcations, and other supporting materials
Signature Registration No (late

• b
Call before •
1 NORTH
C A
AROLINA 28104
704.821-8020
in" 0 NO N E
Aliff
N,T R TIO DO M N
0 N Mum
GENERAL NOTES:
1. SURVEY INFORMATION OBTAINED BY EAGLE ENGINEERING, DATED XX /XX /20Xf
2. ARCHITECTURAL DIMENSIONS TO BE VERIFIED BY SURVEYOR. REFER TO ARCS ITECTURAL PLANS FOR EXACT BUILDING
DIMENSIONS.
3. SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED BY THE SITE PLAN AGAINST ANY SITE
DEVELOPMENT REQUIREMENTS SPECIFIED 'BY THE SITE PLAN TO THE OWNER, LANDSCAPE ARCHITECT OR CIVIL ENGINEER PRIOR
TO ANY ACTUAL CONSTRUCTION. '
4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPEC -OR.
5. ALL ROAD IMPROVEMENTS AT PARK SOUTH DRIVE ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING
DEPARTMENT PRIOR TO CONSTRUCTION.
6. DEVELOPER WILL PROVIDE STREET SIGNS PER CMLDS# 50.05 (9" SIGNS ONL -)
7. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
8. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND /OR A- PLICATION OF A TACK COAT MAY BE REQUIRED
NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT ?ROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
10. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
11. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT -OF -WAY IF DEEMED NECESSARY BY THE
INSPECTOR.
12. CURB AND GUTTER SHOWN ON PLANS ALONG PARK SOUTH AND PRIVATE STREET MAY BE ADJUSTED BASED UPON FIELD
STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO R -EQUIRE MODIFICATION BASED UPON FIELD
CONDITIONS.
13. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE S -ORM WATER CONVEYANCE AND ANY STRUCTURES
AND /OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED.
14. HIGH - DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
RIGHT -OF -WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL
MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET
RIGHT -OF -WAY.
15. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL
REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
16. ANY BUILDING WITHIN THE 100 +1 BUILDING RESTRICTION FLOODLINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF
CHARLOTTE /MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.
17. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS COMMUNITY ENCROACHMENT (0.1') FLOODWAY ENCROACHMENT
AREA IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND
MECKLENBURG COUNTY.
18. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON A:._ LOTS SHOULD BE LOCATED A MINIMUM OF ONE
FOOT ABOVE THE ADJACENT FINISHED GROUND SURFACE (APPLIES TO LOTS NHICH MAY EXPERIENCE SIGNIFICANT OVERLAND
FLOW NOT CONSIDERED IN THE 100 +1 FLOOD ANALYSIS.)
19. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CTY ENGINEER PRIOR TO CONSTRUCTION.
20. "AS- BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED
PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY /COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE
CITY /COUNTY SUBDIVISION ORDINANCE.
21. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY
OF CHARLOTTE ENGINEERING FOR APPROVAL.
22. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF UNDERGROUND DETENTION SYSTEMS MUST BE PROVIDED.
23, NONSTANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT -OF -WAY
ENCROACHMENT AGREEMENT WITH THE (CHARLOTTE DEPARTMENT OF TRANSPORTATION /NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION) BEFORE INSTALLATION.
24, PRIOR TO PLAT RECORDATION, OFFSITE R/W AND /OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING
TO THE GUIDELINES OF THE " OFFSITE R/W ACQUISITION PROCESS ". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE
CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
25. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704 - 336 -7086) TO
IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE
RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCAT €ON COST AND /OR ANY REPAIR COST CAUSED
BY THE CONTRACTOR /DEVELOPER.
26. PIPE SYSTEMS AND /OR CHANNELS LOCATED WITHIN PUBLIC DRAINAGE EASEMENTS ARE THE MAINTENANCE RESPONSIBILITY OF
THE INDIVIDUAL PROPERTY OWNER.
27. ALL CONSTRUCTION TO CONFORM TO CHARLOTTE / MECKLENBURG LAND DEV= LOPMENT STANDARDS.
28. FIRE HYDRANT LOCATION SHALL BE REVIEWED AND APPROVED BY THE COUN7Y FIRE MARSHALL DURING THE BUILDING PERMIT
PROCESS.
29. PER SECTION 18- 175(e) OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION CONTROLS ADMINISTRATIVE
MANUAL, ALL REQUIRED NATURAL AREAS AND /OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCEs) MUST BE RECORDED
PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT.
2. SET UP A ON -SITE PRE - CONSTRUCTION CONFERENCE WITH EROSION CONTRCL INSPECTOR FROM THE CITY OF CHARLOTTE
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 18 OF THE CITY CODE AND IS SUBJECT TO FINE.
3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION, AND OTHER MEASURES AS
SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND
GRUBBING MAY BEGIN.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING
WITH EACH PHASE OF EROSION CONTROL MEASURES.
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE "KITH 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 - MECKLENBURG LAND DEVELOPMENT STANDARDS.
EROSION CONTROL NOTES:
1. ALL "STD." NUMBERS REFER TO THE CHARLOTTE - MECKLENBURG 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 VIOLATON 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 A 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 [CMLDS
#30.16]
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
PRE - CONSTRUCTION MEETING.
SITE ACCESSIBILITY NOTES
1. ALL BUILDINGS WITHIN THE BOUNDARY OF THIS .SITE, UNLESS OTHERWISE STATED AS EXEMPT, SHALL HAVE "ACCESSIBLE
ROUTES" AS REQUIRED THAT CONFORM TO THE (REQUIREMENTS OF "THE AMERICANS WITH DISABILITIES ACT ", "FAIR
HOUSING STANDARDS ", ICC ANSI A 117.1 -209 kND GOVERNING STATE HANDICAP CODE STANDARDS.
THESE STANDARDS FOR ACCESSIBILITY INCLUDE, BUT ARE NOT LIMITED TO:
MAXIMUM WALK SLOPE = 1:20
MAXIMUM RAMP SLOPE = 1:12 WITH RAILING
MAXIMUM CROSS SLOPE = 1/4" PER FOOT (2 %)
ALL WALKS TO BE BROOM FINISHED CONCRETE UNLESS OTHERWISE SPECIFIED ON THESE
DRAWINGS
MAXIMUM ACCESSIBLE ROUTE LENGTH (NC) = 200'
2. THE PAVEMENT SLOPE WITHIN ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2% IN ALL DIRECTIONS.
3. CONTRACTOR TO CONTACT DESIGN RESOURCE GI;OUP FOR ANY VARYING SITE CONDITIONS OR DISCREPANCIES AFFECTING
SITE ACCESSIBILITY REQUIREMENTS.
ADDITIONAL ACCESSIBLE ROUTE NOTES FOR ACCESSIE;ILITY COMPLIANCE WITH ICC /ANSI A117.1 -2009, AND 2010 ADA
STANDARDS.
1. PROTRUDING OBJECTS ON CIRCULATION PATHS WITHIN COMMON USE AREAS TO COMPLY WITH ANSI 2009 SECTION
307, INCLUDING:
a. PROTRUSION LIMITS: OBJECTS WITH LEA. DING EDGES MORE THAN 27" AND NOT MORE THAN 80" ABOVE THE
FLOOR SHALL PROTRUDE 4" MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. EXCEPTIONS INCLUDE HANDRAILS, DOOR
CLOSERS, AND DOOR STOPS.
b. POST MOUNTED OBJECTS: OBJECTS ON POSTS OR PYLONS SHALL BE PERMITTED TO OVERHANG 4" MAXIMUM
WHERE MORE THAN 27" AND NOT MORE THAN 80' ABOVE THE FLOOR. OBJECTS ON MULTIPLE POSTS OR PYLONS WHERE THE
CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12" SHALL HAVE THE LOWEST EDGE OF SUCH OBJECT
EITHER 27" MAXIMUM OR 80" MINIMUM ABOVE THE FLOOR.
c. REDUCED VERTICAL CLEARANCE: GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT
PROTRUSION IS BEYOND THE LIMITS ALLOWED BY SECTIONS 307.2 AND 307.3, AND WHERE THE VERTICAL CLEARANCE IS
LESS THAN 80" ABOVE THE FLOOR. THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27" MAXIMUM ABOVE
THE FLOOR.
2. PROTRUDING OBJECTS ON CIRCULATION PATHS WITHIN PUBLIC USE AREAS TO COMPLY WITH 2010 ADA SECTION 307,
INCLUDING:
a. 2010 ADA SECTION 307.2: OBJECTS PREOJECTING FROM WALLS
b. 2010 ADA SECTION 307.4: MINIMUM CLEAR HEADROOM
3. FLOOR AND GROUND SURFACES IN COMMON USE AREAS SHALL BE STABLE, FIRM. AND SLIP RESISTANT AND SHALL
COMPLY WITH ANSI 2009 SECTIONS 302.
4. FLOOR AND GROUND SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES WITH PUBLIC
USE AREAS SHALL BE STABLE, FIRM, AND SLIP - RESISTANT AND SHALL COMPLY WITH 2010 ADA SECTION 302.
5. CHANGES IN LEVEL IN COMMON USE AREAS S--IALL COMPLY WITH ANSI 2009 SECTION 303, INCLUDING:
a. ANSI 2009 SECTION 303.2: VERTICAL
b. ANSI 2009 SECTION 303.3: BEVELED
c. ANSI 2009 SECTION 303.4: RAMPS
6. CHANGES IN LEVEL ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES WITH PUBLIC USE AREAS
SHALL COMPLY WITH 2010 ADA SECTION 303, INCLUD,I.NG:
a. 2010 ADA SECTION 303.2: VERTICAL
b. 2010 ADA SECTION 303.3: BEVELED
c. 2010 ADA SECTION 303.4: RAMPS
ENGINEER'S NOTES:
1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAPNING INTERPRETATIONS FOR ANY QUESTIONS REGARDING THESE DRAWINGS PRIOR TO
COMMENCEMENT OF WORK OR ORDERING OF MATERIALS AND SHALL BEAR THE COST OF ALL REWORK IF NOT PROPERLY
COORDINATED.
3. CONTRACTOR SHALL PROVIDE ENGINEER WITH RE,�ORD DRAWING INFORMATION FROM A REGISTERED LAND SURVEYOR UPON
COMPLETION OF INSTALLATION AND PLACEMENT GIF HARDSCAPE.
4. CONTRACTOR SHALL OBTAIN A PERMIT FOR ANY (EXCAVATION PERFORMED WITHIN THE PUBLIC RIGHT -OF -WAY
5. THE ENGINEER OF WORK SHALL NOT BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY MEASURES OR REGULATIONS. THE
CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING
TO ALL LOCAL, STATE, AND FEDERAL SAFETY STANDARDS, LAWS AND REGULATIONS.
6. CONTRACTOR SHALL ADJUST ALL PROPOSED AND EXISTING FACILITIES TO FINAL GRADE.
7. CONTRACTOR SHALL NOTIFY THE ENGINEER OF kUY DISCREPANCIES BETWEEN THE FIELD DATA AND THE INFORMATION SHOWN
HEREON. ENGINEER SHALL NOT BE RESPONSIBLE OR ANY WORK DONE WITHOUT PROPER NOTIFICATION AND COORDINATION.
8. THE ENGINEER PREPARING THESE PLANS SHALL `k!OT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES
OF THESE PLANS. ALL CHANGES MUST BE IN WRi'TING AND MUST BE APPROVED BY THE DESIGN ENGINEER PRIOR TO
IMPLEMENTATION.
9. PRIVATE WATER AND SANITARY SEWER SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH N.C.D.E.N.R. REGULATIONS IN THE
PRESENCE OF THE ENGINEER PRIOR TO ACTIVATIG)N OF FACILITIES.
10. EXISTING SANITARY SEWER AND WATER SYSTEM !MOWN PER PROVIDED SURVEY AND CMUD REFERENCE DRAWINGS. EXISTING PUBLIC
UTILITY INFORMATION IS SHOWN FOR REFERENCE ,ONLY AND EXISTING SIZES, INVERTS, AND LOCATIONS SHALL BE FIELD VERIFIED
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES, WHETHER SHOWN HEREON OR NOT, AND
PROTECT FROM DAMAGE DURING INSTALLATION. T11-HE EXPENSE OF REPAIR OR REPLACEMENT OF SAID STRUCTURES SHALL BE BORNE
BY THE CONTRACTOR.
12. A LICENSED UTILITY CONTRACTOR WILL INSTALL D-IE TAPS AND METERS. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE
TAPS AND METERS TO CMUD STANDARDS AND RsGULATIONS.
13. SANITARY YARD HYDRANTS SHALL NOT BE 'STOP AND DRAIN', 'STOP AND WASTE', OR 'WEEP HOLE' TYPE HYDRANTS.
14. IF CONTRACTOR OPTS TO INSTALL PRECAST STRUCTURES, CONTRACTOR SHALL BE REQUIRED TO VERIFY RIM ELEVATIONS AND
LAYOUT OF ALL PIPES, INCLUDING SIZE AND INVERTS OF EXISTING FACILITIES, PRIOR TO THE ORDERING OF MATERIALS.
15. IT SHALL BE THE RESPONSIBILITY OF THE INSTAL:_ ER TO ADJUST ALL PRECAST STRUCTURES TO FINISHED GRADE IN ACCORDANCE
WITH AGENCY SPECIFICATIONS AND MANUFACTUREiR RECOMMENDATIONS. NO ADDITIONAL PAYMENT WILL BE MADE FOR ADJUSTING
FACILITIES TO FINISHED GRADE.
16. FIRE HYDRANTS ARE TO BE 10' CLEAR OF ANY 03STRUCTIONS.
17. FDC LOCATIONS SHALL BE IN ACCORDANCE W/ C;FD REQUIREMENTS.
18. FIRE SPRINKLER SIZING AND FDC CONNECTIONS TO BE SIZED AND LOCATED PER THE RECOMMENDATIONS OF THE FIRE SPRINKLER
CONSULTANT. ALL REFERENCES SHOWN HEREON ,ARE FOR SCHEMATIC PURPOSES ONLY.
SITE DATA
TAX MAP NO: 17309121, 17309120
ZONING: UR -2 (CD)
REZONING PETITION NO: 2013 -015
SITE AREA: +/- 4.99 ACRES (217,364 SF)
PROPOSED USE: SINGLE FAMILY HOMES WITH 2 CAR GARAGES
PROPOSED DWELLING UNITS: 15 SINGLE FAMILY HOMES
DENSITY: 3.00 D.U.A.
SETBACKS
FRONT YARD
SIDE YARD
REAR YARD
MINIMUM LOT AREA
MINIMUM LOT WIDTH
BUILDING HEIGHT (MAXIMUM):
TREE SAVE REQUIRED
TREE SAVE PROPOSED
14' FROM BACK OF PROPOSED CURB
5' FROM PROPERTY LINE
10' FROM PROPERTY LINE
3,000 SF
20'
40'
10.0% (0.499 AC)
10.0% (0.50 AC)
TRASH & RECYCLING
PICK UP REQUIRED: PRIVATE TRASH COLLECTIONS SYSTEM
MAXIMUM IMPERVIOUS PER LOT: LOTS 1 -12 LOT 13 LOT 14 LOT 15
3,536 4,740 3,885 3,500
ESTIMATED TIME OF COMPLETION: 2014
ROM
�/b
ND OAK RD
VICINITY MAP
not to scale
SHEET SCHEDULE
CO .0 COVER SHEET
C1.0 SURVEY
C1.1 SURVEY
C1.2 FLOOD CROSS SECTIONS - -�
C1.3 FLOOD CROSS SECTIONS
I RZ1.0 REZONING PLAN
C2.0 SITE PLAN:
C2.1 INTERSECTION SITE DISTANCE PLAN -�
C3.0� EROSION CONTROL PLAN - -PHASE 1
C3.1 _ EROSION CONTROL PLAN - PHASE 2
C4.0� GRADING PLAN
C4.1 STORM DRAINAGE PLAN
C4 .22 STORM DRAINAGE AREA PLAN -
C4.3 DETENTION PLAN
C4.4 SAND FILTER DETAILS
C4.5 , STORM WATER MANAGEMENT PLAN
C5.0 -� WATER & SANITARY SEWER PLAN
C6.0 REQUIRED PLANTING PLAN
C7.0 PARK .SOUTH ROAD IMPROVEMENTS
C7.1 HARPER COURT PLAN AND PROFILE
C7.2 PARK ySOUTH CROSS SECTIONS
C7.3 PARK SOUTH CROSS SECTIONS
C7.4 PARK SOUTH CROSS SECTIONS
07.5 TRAFFIC CONTROL PLANS
08.0 SITE DETAILS
08.1 SITE DETAILS
C9.0 mm' EROSION CONTROL DETAILS
C9.1 EROSION CONTROL DETAILS
C9.2 DRAINAGE DETAILS
i 09.3 UTILITY DETAILS
CONSULTANTS:
DEVELOPER:
BONTERRA BUILDERS
5615 POTTER RD
MATTHEWS, NC 28104
704.821.8020
LANDSCAPE ARCH.:
DESIGN RESOURCE GROUP, PA
2459 WILKINSON BOULEVARD
SUITE 200
CHARLOTTE, NC 28208-
704.343.0608
CIVIL ENGINEER;
DESIGN RESOURCE GROUP, PA
2459 WILKINSON BOULEVARD
00
SUITE 200
CHARLOTTE, NC 28208
704.343.0608
SURVEYOR:
EAGLE ENGINEERING
2013 VAN BUREN AVE.
INDIAN TRAIL, NC 28208
704.882.0329
Copyright © 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
■ traffic engineering
■ transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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REVISIONS:
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2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS AND
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REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS AND
PUBLIC STREET
,1 1

Call Before You Diglll
North Carolina One Call
1- 800 - 632 -4949
IT`S THE LAW
http.,Ilwww2.ncocc.org
AREAS COMPUTED USING COORDINATE GEOMETRY.
IRON REBARS AT ALL PROPERTY CORNERS UNLESS OTHERWISE
NOTED.
DEED REFERENCE: AS SHOWN.
ALL ADJOINER PROPERTY OWNER INFORMATION IS TAKEN FROM
CURRENT DEEDS AND TAX RECORDS AND ARE CONSIDERED "NOW
OR FORMERLY ".
RAW ERROR OF CLOSURE: 1:10,000 +. BOUNDARY TRAVERSE WAS
ADJUSTED USING THE LEAST SQUARES METHOD.
OTHER UNDERGROUND UTILITIES MAY EXIST BUT THEIR LOCATIONS
ARE NOT KNOWN.
NO WETLANDS LOCATED AS PART OF THIS SURVEY.
THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND.
NO USGS MONUMENTATION WITHIN 2000' OF SITE. GRID POSITIONS
WERE DETERMINED USING A TRIMBLE 5800 GLASS GPS RECEIVER
UTILIZING THE NORTH CAROLINA GEODETIC SURVEY VRS NETWORK.
ALL COORDINATES AND BEARING SHOWN ARE BASED ON NAD
83/2007.
ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
PROJECT ELEVATION DATUM IS BASED ON NAV088.
THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A SPECIAL
FLOOD HAZARD AREA AS SHOWN ON F.E.M.A. FLOOD INSURANCE
RATE MAP COMMUNITY PANEL NO. 3710454 100J, EFFECTIVE DATE
MARCH 2, 2009.
1. CONSTRUCTION PLANS FOR THE SULLIVAN AT PARK SOUTH
BY SAM MALONE AND ASSOCIATES DATED JUNE 12, 2008.
ACCORDING TO THE MECLENBURG COUNTY GEOGRAPHIC INFORMATION SYSTEM (GIS)
(htfp: / /polaris.mecKlenburgc untync gov /website /redesignlviewer hfm) ON AUGUST 30, 2012 THE
SUBJECT PROPERTY IS ZONED "R -3 ". BECAUSE THERE MAY BE A NEED FOR
INTERPRETATION OF THE APPLICABLE ZONING CODES, WE REFER YOU TO THE CITY OF
CHARLOTTE, AND THE APPLICABLE ZONING CODES.
NOTE:
PARK SOUTH DRIVE IS CLASSIFIED AS A MINOR
ARTERIAL THOROUGHFARE PER THE 1994
MECKLENBUBURG -UNION METROPOLITAN
PLANNING ORGANIZATION THOROUGHFARE
PLAN. RAN IS MEASURED 35' FROM THE ROAD
CENTERLINEAS SHOWN.
TREES SHOWN ARE SUBJECT TO ERROR IN KIND.
PARCEL 17309128 1 PARCEL 17309153
TRUSTEES OF GRACE I JOHN L. IRVIN #9, LLC ASPHALT
PRESBYTERIAN CHURCH, INC. I DB 16522, PG. 052 PARKING'
---' DB 3625, PG. 910 ZONED: R -3 { {
ZONED: R -3 PARCEL 173019129 PARCEL 17309126 { {•
TRUSTEES OF GRACE JOHN L. IRVIN #9; LLC - - - ` - - _ _ _ j ( 'I
PRESBYTERIAN CffL ;RCH, INC. \ r
PARCEL 17309103 ZONED R ,6 DB ONE PG. 052 ( \ ci j { Gw
DB 3664 PG S2? �
ZONED: R -3 --� o EXIT SIGN
RENE H. KUZNIAR °/ v-
DB 17095, PG. 015 EXISTING CHURCH DI { CHAIN -LINK
LOT 13, BLOCK 19, f1 BUIL NG / j ; j FENCE . j wM {
SPRING VALLEY I _ _ _ ; ''� " - _ I { 2 STANDARD
MB 14, PG. 55 - <_ — / - - - ' (GUTTER PAVED OVER)
- - -- - - 131.1 � Ix- -XJ
UNDERGROUND
ZONED: R-3
UN E. BOX
EKISTI �G -_ _.- --- -- -- -- -= --- - -' -- 676 `" \ LtUMPSTER j,. ,. { 670 - . HVAD a _ - - - - - _ - . " . 5 -- / - - - - - - - _ \ 60' RIGHT gFWAi ' / - ' ENCLOSURE I STO/?AGL� - ' ' t�'a ', ' ` - 60' RIGHT OF WAY " 67 / \ FOR•GOAN DRIVE 18 "RCP
TELEPHONE .!.s BijILDING - - - ' - _ �� _ E /4" EIR _ 66 _ .� - -
PEDESTAL ° ` ' ' - _ - _ _ FOR LOAN DRN `3 , 1/2" EIR 4 DEED LINE / 9' - REF. DB 3320 PG.-595 18^ RCP „ INV. 871.89 m
I 12.3' - - - - - - - - .667
---- - --- ', -REF. DB 3320, PG. 95 , ' '. ` --a►- - - - - - - - _ _ _ ,�'." - - - { {
S65 °19'09'E 439.70' - - I/-
_ 67 %REF. DB26076, l�G. 455 '' �' 3l4 ElR
S64 °5325 "E 76.30° �I INV. 665.05
S65 °21'05 "E 497.00'
6' S10!^ SETBACK- ' - - - APl ?;OX. 6
- ""` \ -P- - ---- -r 68 6' SIDE 6ET$ACK /
/ I TR1= 'LINE / - - - - _ 18 "RCP
r�DITCH 667 INV. 661.69 /f
665 '�\ \ - .c...
PARCEL 17309104 - 3 ' / \ \, is,, \ 666 - --- _ _ _ - 4 DITCH o0 36', ' BE {
GRAY G. WILSON --- 66 / \ 0 0 1s "RCP - -- - 665, - - o* DED TED
OB 26984, PG. 854 _ - - -
EXISTING \ \ 6�q / INV. 659.14 -- Z _- _ RQj
LOT 12, BLOCK 19, # - PRIVACY \ 6+� G6y 0�� \ REE�NE - - - _ _ {
SPRING VALLEY FENCE 6`� �s \ - 664 {
MB 14, VA E - - _ _ - APPROX.
ZONED: R -3 _ _ rReELIrvE _ _ - - - - - _ - _ 1 1
6 PROx. o BENCHMARK
- PARCEL 17309120 66 6 0 " - _ _ ' CONCRETE'DRIVE TREELL14 }- - - - - - - - 1e °RCP GUV t 1 066+ (RR SPIKE IN PP)
_ FIRST TRUST BANK. - - - / - _ _ _ " ' 6 "� INV. 661.76 DB 1714 t 674.20 �N
d _ DB26076,PG,455 �69' 664 to -- - - -- - - - - -- - - - --- o PG 40 '� \_ 0,1
ZONED` R -3 6 I 663 2 ' ° - - - - ` — — — - to "RCP - - - - - - - 663 - -g' ,
' 662_ N - - - - ` \ !NV 658.79 _ _ a, ,Sq CO_ y 35' °F,i T
EEPARK EET 2 OF 2 I 45' REAR / (j$ 651 \ 667 ` N - _ _ _ - - - - - \ \ %'� - - 18" RCP 662' B _ 24" MAPL� SETBCK 6'6,
OAD 66 0 - N SETBACK 6 . �- r _ _ O INV. 658.79 S7 6'6' 661 , 10" GUM 13" OAK
211,175 sq.ft. _ _ �s "oax o �- O6�
10' DRAINAGE RAN � - 654 • , , 6O ate! -� �t - ' � ,' ti'+ '� , �• t ® � (�
REF,. 14814, PG. 55' z acres o ® 9_ GUM 1 MAPLK 1r g'�
o. � 4.848 PARCEL 1730921 �ss0.41 os" 1 Q� o � q,
PARCEL 17309105 ; sy o, \ ; '�; ' "iC FIRST TRUST BANK, • _ - ' 4" I':
,, t
MARIlYN M. JAMSKY _ ( �+ + , 0 6 ^oA 14 " ,TREE �r
�` 1c� O ., DB 26076, PG. 455 ' { v+
DB 7700 PG. 383 \ + T ,66. o '29 ^Dart RIP RA r! eq ; �; 658 ` 9" LE �^ {
+ ZONED: R -3 1 E 59.
LOT 11, BLOCK 19, 651,.2,1 I I 1 `�. \ _ - -` �'' �° o , 656 , �s�.' •� 66
I \ 1 1s ^�' PROX. / 65793 _ p fSTiNG EROSION l9 57.9 ` ' 13 "GUM SA
SPRING VALLEY LCJW POINT AT ExISTW6 €R ION'', , ( \ ! ,, , 12 "POPLAR
DI { CONTROL P D ' �+ E Lt ® *66.09
MB 14, PG. 55 RIM 654.04 EXI ING �ROP,ERTYLIN 6 8 "O s `-- - - - - ONTROL POND 3 , -
�, 7 B','' <9, t' - 14 "` LE 1 8 "MAPL SDMH I.
ZONED: R -3 JACCE$SIBLE} PRIVY _ _ ` 8 "OAK " -� ' IN 8" MAPLE 9" DA 24" CPP ROM 673.43
'4"OAK j 314 MR 17 "O +652. +651.4 RCP P OAK 7"17D/tD E Y_ - , 8 "GUM R , 15 "ice E I�OUT665.11
6:GUM_ 16 "OAK 6 "ELM .,1419' OAK p
X � EXISTING C;AK gr 5" DOGWOOr' �[' - - - ? - ,' _ ! r-
GW G_ 42;Cstltlt _0 0 _ _ 'rig, 9 "ELM _ _ - & "O ` _6 -�' O 11 "GUM 4 O1TC7"OAK / i { {
10 0AK 9 "GULI ` ' -
24 "OAK / IRE 4 "P C 1= $- - R: ' ,�j� 20 GUM �1 (zUM P- '- Cs t�fflCM _ �o� - -� _ fl' -/ - OAK
3AK ` INV. 652. ��'` - - - { ® ® ®�. _ - P- _ - _ 66 _ U
/ _ - 13" O % P
- - -- U OAK 141320 P 136 i - = TO ® - - ] ,�. ,,,,,.w ,,i•' e-
�'2 co 16 "GUM 38'X54 ARCH P1Pi= "GUrV1 s ^GUM -� ` 1 K `- -" - - - - - - - 1 - 9_ _ - - - 1 p 6 �'' 2VPAK_ I
- - SfDCSETBACK , - - ! - -T�- - _ - - its....' ��' UM Ul _ 13 'GUMS`
- - N INV. 641.96 6y =— - - - — ' V
PARCEL 17309106 I 25.08' 6" -
JARROD W. MDORE - -
MARTHA C.P. MOORE -" 51,13 N65 °18'2 414.77 6 °PINE ,- ! - j ; Ts ^�uM_ _ - - - - - p - - - DITC . �° \ N °18 U93. " "M - —7 W I ;9 r eH
�_� set+ r J j x I( I
DB 272137, PG. 261 - ` "` - 30' PDE 6 "Q ' ' - - 1 *MAPLE i ' ` - ^ 6 "T EE V 10 "OAK
LOT 10, BLOCK 19, o ,2 �17E _ _ M - _ v " . , -"" V � 25 ^OAK ° x 3 /4 "E /R ZO OAK 6 "GUM _9 =bt1 (� - ° 13" EU� _ 4- 5';' -14 "GUM REF. MB20, w pOFW! /� - °'' ® + I,
SPRING VALLEY ° 1 _ �1� PG. 117 _ - - - -- `� R` E =Q� H VCq'RIEg �!` ^_ p E - c- r 111 Q
REF, MB 20, PG. 136 - �- �•.�-'"�� -
MB 14, PG. 55 I - EXISTING — �-' ®d - o V �V 17� `� `� �. O -Z::: r ,N g7C j {
i 9
ZONED. R -3 LIGITPOLF TORAGE - y _ 04 TJITCH - - Jul ®Cq V � � - � - "`^ � �t - 30 "CMP X � o
DING EXISTING ° 1 - - p V k' gem O 1V `� INV. 656. 34 g O s {
' - I PRIVACY 1 W W U ! w x O® O 8 �' Ci U �� O SDMH {
16° PARCEL 17309142 FENCE x O v sro.es
BONNIE DOVE PARCEL 17309143 ' X ' x N x o p O N/ X ,X o
DI DB 26441, PG. 034 VICTORIA C. MART(NEZ HEADWALL ' 1 X o �- Ox ' k ° 1 °
MAILS x J { w
RIM 650.01 LOT 9, TEVERSHAM ° O ® o { {
INV. s4a.a Is" Tc} 08 793?, PG. 655 00 oo o t a -a- PARCEL 17309147 1 i o PARCEL 17309 ?51 PARCEL 17309152 PARCEL 17309119 ( AILBOk -
MB 20, PG. 136 LOT 8, TEVERSHAM + +
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BENJAMIN M. EDDY
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ELIZABETH C. SZILAGYI
EDWARD D. GAGNON
WAYNE D. ECONOI�ON
I I
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+
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PARCE" 17309146
LESLIE ANNE WEBB
+
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JOHN A. EYER
ALICIA S. GAGNON
JOAN B. ECONOMON (
IW!
{ {
ZONED. R -3
PARCEL 17309144
PARCEL 17309 ?45
GRANT D
D8 18611, PG. 756
O
PARCEL ?7309149
SCOTT J. SMITH
DB 16931, PG. 629
OB 6725, PG. 436
DB 11421, PG. 274'
'
STEPHEN G. LITTLE
DAVID STRUBBE
4, PG. 582
DB 18� i4, PG. 582
LOT 4, TEVERSHAM
MB 20, PG. 117
PARCEL 17309148
ANNE M. GIURICEO
DB 17146, PG. 373
ZONED. R -3
ZONED: R -3
ZONED: R -3 I
DB 16641, PG. 403
DB 23507, PG. 366
LOT 5 TEVERSHAM
ZONED. R -3
JOHN B. DICKINSON
DB 6569, PG. 070
DB 23962, PG. 583
LOT 1, TEVERSHAM
1LB04 w
I
LOT 7, TEVERSHAM
LOT 6, TEVERSHAM
MB 2 t PG. 117
LOT 3, TEVERSHAM
LOT 2, TEVERSHAM
M820, PG. 117
I
MB 20, PG. 117
148 20, PG. 117
ZONED. R -3
MB 20, PG. 117
MB 20, PG. 117
ZONED: R-3
I
ZONED. R -3
ZONED. R -3
ZONED R 3
ZONED: R -3
I
EtP - EXISTING IRON PIPE
EIR - EXISTING IRON REBAR
NIR - NEW IRON REBAR
M.B.S. - MINIMUM BUILDING SETBACK
P.S.D.E. - PUBLIC STORM DRAINAGE EASEMENT
S.S.E. - SANITARY SEWER EASEMENT
SSMH - SANITARY SEWER MANHOLE
R/W - RIGHT OF WAY
P.S.S.E. - PRIVATE SANITARY SEWER EASEMENT
GPUE - GENERAL PUBLIC UTILITY EASEMENT
C.P. - COMPUTED POINT
ECM - EXISTING CONCRETE MONUMENT
E.P.K. - EXISTING P.K. NAIL
TC - TERRA COTTA
g - UTILITY POLE
- - - —GAS- - - —GA& - UNDERGROUND GASLINE
P -eH - OVERHEAD UTILITY LINE
____SS_ - SANITARY SEWER LINE
0 - SANITARY SEWER MANHOLE
'fro - FIRE HYDRANT
wv
- WATER VALVE
O - WATER WELL
® - YARD INLET /AREA DRAIN
a - ELECTRIC BOXITRANSFORMER
- CURB INLET
wi -- -sD - STORM DRAIN
__--w— - WATER LINE
-- -- x - - - -x- -FENCE LINE
- ZONING LINE
- - - - T -UG -- -- - r -Ua - UNDERGROUND TELEPHONE
LEGAL DESCRIPTION - 6500 PARK SOUTH DRIVE
BEING A COMBINATION OF TWO PARCELS OF LAND IDENTIFIED BY COUNTY TAX
PARCEL NUMBERS 173 -091 -20 AND 173 - 091 -21 AND BEING THE FIRST TRUST BANK
PROPERTY AS RECORDED IN BOOK 26076, PAGE 455. THE SUBJECT PROPERTY IS
LOCATED ADJACENT TO PARK SOUTH DRIVE IN THE CITY OF CHARLOTTE,
MECKLE?IBURG COUNTY, NORTH CAROLINA. BEING MORE PARTICULLARLY DESCRIBED
AS FOLLOWS.
BEGINNING AT A 314" EXISTING IRON REBAR ON THE WESTERLY MARGIN OF THE
RIGHT OF WAY OF PARK SOUTH DRIVE, SAID POINT BEING THE NORTHEASTERLY
CORNER OF THE WAYNE D. ECONOMON PROPERTY (BK. 11421, PG. 274).
THENCE WITH THE ECONOMON PROPERTY, THE EDWARD D. GAGNON PROPERTY (BK.
6725, PG. 436), THE ELIZABETH C. SZILAGY! PROPERTY (8K. 16931, PG. 629), AND
LOTS 1 -9 TEVERSHAM SUBDIVISION (MB. 20, PG. 117) THE FOLLOWING TWO (2)
CALLS: 1) N 65 -18 -09 W 573.72 FEET TO A 112" EXISTING IRON REBAR; (2) N
65 -18 -20 414.77 FEET TO A 314" EXISTING IRON PIPE A CORNER OF LOT 10, BLOCK
19, SPRG"IG VALLEY (MB. 14, PG. 55).
THENCE; WITH LOTS 10 -12, SPRING VALLEY THE FOLLOWING TWO (2) CALLS: (1) N
24 -43 -15 E 29.61 FEET TO A 314" EXISTING IRON REBAR; (2) N 24 -42 -43 E 178.86
FEET TO A 112" EXISTING IRON REBAR, THE SOUTHWESTERLY CORNER OF THE
TRUSTEES OF THE GRACE PRESBYTERIAN CHURCH, INC. PROPERTY (BK. 3625, PG.
910).
THENCE., WITH THE WITH THE TRUSTEES OF THE GRACE PRESBYTERIAN CHURCH, INC.
PROPERTY (BK. 3625, PG. 910 AND BK. 3664, PG, 621) THE FOLLOWING TWO (2)
CALLS: S 65 -19 -09 E 439.70 FEET TO A 314" EXISTING IRON REBAR; (2) S 64 -53 -25 E
76.30 FEET TO A 112" EXISTING IRON REBAR THE SOUTHEASTERLY CORNER OF THE
JOHN L. IRVIN #9, LLC PROPERTY (BK. 16522, PG. 52).
THENCE WITH THE AFORESAID JOHN L. IRVIN #9, LLC PROPERTY S 65 -21 -05 E 49ZOO
FEET TO A 314" EXISTING IRON REBAR ON THE WESTERLY RIGHT OF WAY OF PARK
SOUTH DRIVE.
THENCE WITH THE WESTERLY RIGHT OF WAY OF PARK SOUTH DRIVE S 24 -33 -08 W
150.38 FEET TO THE POINT AND PLACE OF BEGINNING. THE PARCEL AS DESCRIBED
CONTAINS 4.826 ACRES MORE OR LESS AS SHOWN ON A SURVEY BY EAGLE
ENGINEERING (RUSSELL L. WHITEHURST, PLS) DATED AUGUST 28, 2012.
GRAPHIC SCALE
0 40' 80'
IN FEET )
1 inch = 4o ft.
a
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CATCH BASIN '+ I
RIZ4 671.51
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OUT 669.61
TEVERSHAM LN 15 RCP
{s
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PEDESTAL
SEE SHEET 2 OF 2
PARK SOUTH DRIVE
DI
RIM 673.01
OUT 669.71
SSMH
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Stokes I venue
50' Pub
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IN 668.41
AVE SIGN OUT 668.0
CATCH *5
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RIM 67 SDMH
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OUT 665.47
;
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,
i
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�- TELE MH
WM
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THIS IS TO CERTIFY THAT ON THE 30th DAY OF AUGUST, 2012, AN
ACTUAL SURVEY WAS MADE UNDER MY SUPERVISION OF THE
PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LINES
AND IMPROVEMENTS, IF ANY, ARE SHOWN HEREON, EXCEPT AS
NOTED. THIS PLAT MEETS THE MINIMUM STANDARDS OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA BOARD RULE .1600 ( 21
NCAC 56 ) AND THE ERROR OF CLOSURE FOR THIS PARCEL DOES
NOT EXCEED ONE (1) FOOT PER 10,000 LINEAR FEET OF PERIMETER
SURVEYED NOR 20 SECONDS TIMES THE SQUARE ROOT OF THE
PROFESSIONAL LAND SURVEYOR
LICENSE NO. L -3661
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60' PubliC RIVI" 314," EIR 112" EIR
wM
10' TEMPORARY
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CONC.
REF. DB 24137, PG. 828
blbd
PARCEL 97309106
JARROD W. MOdRE-
MARTHA C.P. MOORE
uGHTPOLE
DB 27287, PG. 261
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VLU
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EXISTING
MB 14, PG. 55
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DB 26984, PG. 854
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LOT 12, BLOCK 19,
PARCEL 17309105
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MB 14, PG. 55
EXISTING -------------34-
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BUILDING ,
-,' -/
PARCEL 17309142
20'
BONNIE DOVE
DB 26441, PG. 034
LOT 9, TEVERSHAM
10"CA
MB 20, PG. 136
ZONED. R-3
WMw
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wM
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15' SANITARY
SEWER EASEMENT
REF. DB 24137, PG. 828
(SHOWN SHADED)
PARCEL 17309103
RENE H. KUZNJAR
DS 17095, PG. 015
LOT 13, BLOCK 19,
SPRING VALLEY
MB 14, PG. 55
ZONED: R-3
10' DRAINAGE R1W
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24 OAK APPROX.' PARCEL 17309128
15"OAK TREELINE TRUSTEES OF GRACE
PRESBYTERIAN CHURCH, INC
DB 3625, PG, 910
ZONED. R-3
GRAPHIC SCALE
0 40' 80,
J
IN FEET
I inch = 40 ft
PARCEL 17309151
ELIZABETH C. SZlLAGYl
JOHN A. EYER
DO 16931, PG. 629
ZONED. R-3
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PARCEL 17309152
EDWARD D. GAGNON PARCEL 17309153
ALICIA S. GAGNON X JOHN L. IRVIN #9, LLC
DB 6725, PG. 436 30"CMp DB 1652Z PG 052
ZONED. R -3 / INV. 658.87 ZONED: R-3
+659.87
CHAALINK
+660.41 18" RCP FENCE
INV. 661.76 18" RCP 18" RCP
INV. 661.69 INV. 665. 0
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CD +660.36 ASPHALT
PARCEL 17309119 PARKING
WAYNE D. ECONOMON 35'FR6NT CONC.
SETBACK
JOAN B. ECONOMON l
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TEVERSHAM LN SIGN ZONED: R-3
I I I 6 GUY WIRE � I I ill IMOSTER I CONCRETE
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CATCH BASIN I I / (e I ASPHALT TRAFFIC
RIM 671 91 EA68MENT� ' , 1 1
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IN 669,76 1 CATCH BASIN PANEL
2 7,93 11 RIM 676.76
SSMH INV. 662 7 �rd EXIT CONTROL BOX
RIM 671.80 OUT 669.61 APPROX. LOCATION PG. 40, 314" EIR APRON 8" WATER MAIN wm-\
15"RCP (0 lob
314"EIR 10 it -A
!N 657.75 8" WATER MAIN
SSMH
RIM 672.14 OUT 657.55 m� — I , - I I - "I.' --.: - I I - — - L _-r- — i I I . W — - SPEED
18 RCP
SSMH TRAFFIC 668M
"T p -X- INV. 674.54 Llhf�'ITMGN
IN 658.04 RIM 671.68 CONTROL BOX F6�IRC S24*331081W 208.49'
OUT 657.69 OUT 556,83 MAILBOX j
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W----w W W-�>+ - SDMH 'Park South-Dri 675 V. 671.89 OUR9 & GUTTER CURB GUTTER INV. 674.26 INV. 674.26, ,
- I - - - - 30" STANDARD - - - - - - ------ (GUTTER PAVED OVER
MAILBCX RIM 673.43
- - - - - - - - - - SSMH CURB& GUTTER 613�
SSMH - - - - RIM 671.97 SOMH IN 665 3
RIM 673.35 OUT
co (o --gENCHMARK
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- - - - - - RIM 671.73 IN 663.17 100
r,13 O - - - - - - - - - - - - - - - - - - - - - OUT 662.92 INV. 670.65 IN 668.93 (RR
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- - - - - - - - - - - - -
RIM 672.77 CATCH BASIN CATCH 151RCP SIGN
AAW I 112"EIR TEI F: MH INV. 672,44 IN $69.90 UNDERGROUND
36'RCP)t I IN 665.30 OUT 669.71 TELE. BOX
IN 658.47 SDMH , t - - FlIM67 47
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OUT 658.42 RIM 671.92 OUT 661.9 OUT 668.20 OUT 6.a17 15'RCP yl OUT 665.05 SIGNAL BOX
60"RCP 15 RCP 15'Rcp INV. 671.05 RIM 67Z64 18"RCP I EIP
IN 661,9 CONCRETE SDMH D STOP SIGN
SIDEWALK RIA111-673.62
[141,667.87 CATCHBASIN GRAPHIC SCALE
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IN 668.41 0 40' 80'
OUT 668.06
tU ?L ( IN FEET
1 inch = 40 ft.
CONCRETE
SIDEWALK
wv
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CONTROL BOX
BENCHMARK
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EXISTING
GRAY G. WILSON
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DB 26984, PG. 854
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LOT 12, BLOCK 19,
PARCEL 17309105
SPRING VALLEY
MARILYN M. JAMSKY
MB 14, PG. 55
DB 7700, PG. 383
ZONED: R-3
30"OAK LOT 11, BLOCK 19,
SPRING VALLEY
MB 14, PG. 55
PARCEL 17309103
RENE H. KUZNJAR
DS 17095, PG. 015
LOT 13, BLOCK 19,
SPRING VALLEY
MB 14, PG. 55
ZONED: R-3
10' DRAINAGE R1W
—24'OAK :REF. MB 14, PG, f5
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to TE
(INV. INACCESSIBLE) PEDESTAL
178.86" te,
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2
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STORAGE
BUILDING
24 OAK APPROX.' PARCEL 17309128
15"OAK TREELINE TRUSTEES OF GRACE
PRESBYTERIAN CHURCH, INC
DB 3625, PG, 910
ZONED. R-3
GRAPHIC SCALE
0 40' 80,
J
IN FEET
I inch = 40 ft
PARCEL 17309151
ELIZABETH C. SZlLAGYl
JOHN A. EYER
DO 16931, PG. 629
ZONED. R-3
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PARCEL 17309152
EDWARD D. GAGNON PARCEL 17309153
ALICIA S. GAGNON X JOHN L. IRVIN #9, LLC
DB 6725, PG. 436 30"CMp DB 1652Z PG 052
ZONED. R -3 / INV. 658.87 ZONED: R-3
+659.87
CHAALINK
+660.41 18" RCP FENCE
INV. 661.76 18" RCP 18" RCP
INV. 661.69 INV. 665. 0
O
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CD +660.36 ASPHALT
PARCEL 17309119 PARKING
WAYNE D. ECONOMON 35'FR6NT CONC.
SETBACK
JOAN B. ECONOMON l
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TEVERSHAM LN SIGN ZONED: R-3
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12"CMP
INV. 674.76
CATCH BASIN I I / (e I ASPHALT TRAFFIC
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IN 669,76 1 CATCH BASIN PANEL
2 7,93 11 RIM 676.76
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RIM 671.80 OUT 669.61 APPROX. LOCATION PG. 40, 314" EIR APRON 8" WATER MAIN wm-\
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314"EIR 10 it -A
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SSMH
RIM 672.14 OUT 657.55 m� — I , - I I - "I.' --.: - I I - — - L _-r- — i I I . W — - SPEED
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TEL. [phone]
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design resource group
• landscape architecture
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245.9 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 F 704.358.3093
www.drgrp.com
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PROJECT #: 409 -001
DRAWN BY: TC
CHECKED BY: MM
FLOOD
X-SECTIONS
AUGUST 02, 2013
REVISIONS:
1. 12/13/13 PER COMMENTS
2. 04/23/14 PER CITY COMMENTS AND
PUBLIC STREET
C1.3

17
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1,-
SITE PLAN NOTES
ADDED AS NOTED ON HE PLAN.
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Parcel ' Owner I Melling z city
� i
p i ZIP Legal iDeed (Deed Land
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staft
. :
1173091441 STEPHEN G 331i . CHARLOTTE I NC
LIT" TEVERS14AM LN t
202110 � L7'M2D-iI7
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i%41 1 403 � I LY
PRIVATE /PUBLIC
PARK SOUTH DRIVE
AND SIDEWALK WILL BE
JARROOW
.
1730giOB MOOEAND 6501 PARK RD � CHARLOTTE I
MARTHA C P I �
. .
MOORE : � I
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WILLIAM I Ole . I
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.
17309107 HOWARD EDGEWOODBV . HOMEWOOD :
. .
ANDREW$ � : .
. - - - ­­, � _____
_ .­ ... . _ ... � ... 1-1.1.1 . . ...... I i
: 10 Name . Address ,I
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! Description :book jPage Area -
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L2 BIT M14-St 1 ' 261 1 LT
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1 3319
. OAVIDSTP,UBBE I � CHARLOTTE : NC
:17309145 -DAVID . 4
I i TEVERSHAM LN I
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366 ' I LT
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1. DEVELOPMENT DATA TABLE
10. IF TANDEM PARKIING IN FRONT OF GARAGE IS PROPOSED, THE FACE
17309410, ANDNERMINA ;6518PARKRD i CHARLOTTE
ANIC I ;
I � NC ,20210 ;169441
.
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......
­­­
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. GRANT D
172109146. M : 3325 .
* CHARLOTTE i NC
i CMASTERS TEVERSRAM IN .
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I
28210 ; I .
LS M20-117
11,
18224 " 582 , I LT
a. TOTAL ACREAGE: 4.99 ACRES
OF THE GARAGE SHALL BE A MINIMUM OF 20' FROM BACK OF
­.."..."...- I.. 1. . .... .. .... ... � ........ . .......
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. XEL\nN L
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i BENFIELO AND � '
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b. TAX PARCEL NUMBERS: 17309121 & 17309120
SIDEWALK.
1730"ll 1 6512 PARK RD CHARLOTTE
CANDICE
BENFIELD :
NC : I I
. : .
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! 333
�
1,309,47 MICHAEL EDDY : 3 �
i . ANDLESUr TEVERSHW LN: CHARLOTTE : NC
: I I I
28210 � .
4 i
L4 M20-117
118611
156 i 1 LT
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c.E'AIS_19NG7 ZONING: R-3
b. ALL SINGLE FAMILY HOMES SHALL HAVE A TWO CAR GARAGE
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.
I NELSON i I ;
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! ANNA WEBB I � � t
­.._.1_._.._._1..­ ... ... ........
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I : JoKi a U01 �
z i CHARLOTTE ; NC
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28210 .
� �
L 3��117
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1 .See 1 070 I LT
d.PROPOSED ZONING: UR-2 (CD)
1 LT
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17308412 � BLACKBURN : SW PARK RD ; CHARLOTTE
.
� AND KATHLEEN
I . =3
� I 1 LT
. NC .28210 L4 BIT M14-55 :2 1 472
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:173D9148. M V7 RSHAM :. :
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:'I", 4 .. � CHARLOTTE i NC
1 GIUWCSO TEVERSHAM LN t
28210 � : !
L2 M20-117
.
123962 1 583 ILT
e. EXISTING USE: VACANT
11, IF PROPOSED STIREET SHALL BE PUBLIC, IT SHALL BE DESIGNED TO
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KATHLEEN S I . 1
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NC i28210 L5 817 M14-56 i6525 ! 162 1 1 LT
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f. PROPCSED USE: 15 SINGLE FAMILY HOMES
PUBLIC STREET STANDARDS.
17308413 66M PARK RD CHARLOTTE
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TEMPLE i i .
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17309160, SCOTT J SMITH CHARLOTTE NC
i TEVE
. : RSHAM LN; �
......
282tO ' ;
L1 M201-117
17146 1 373 1 LT
�
g.PROPOSED DENSITY: 3.006 DUA
__ - - __
17301AI4 PAii�64�6' 1 I :
MCKEOWN : 9424 PARK RD �, CHARLOTTE
1 :
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NC *1 28210 Lfi BIT M14 55 � 08317 I 323 1 LT
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: 3421
il7309151 i SZILAGrIAND CHARLOTTE 1 NC
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TEVERSHAM LN i
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j ; JOHN A EYER
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28210 1 I r
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NA
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18931 1, 629 1 1 LT
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h.MAXIMUM BUILDING HEIGHT: 40' PER 9.205
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:17308415 AND 641S PARK RD ;CHARLOTTE
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I NC I 26210 P?017IVIi4�55 :03023 1 . �
: I : 112 1 1 LT
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. . ECONWON .
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. � EDWARD 0 : 3427 4 i
. � CHARLOTTE ; NC
173D9152 � GAGNO%AND I
i TFvtRSHAMLN. .
282iO : i * :
:
NA
W725 1 436 � I LT
i
2. GENERAL PROVISIONS
E NC Lt 86
CHARLOTTE , I : 448
SOUTH DR . : 4737 : : .
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GERALDINE R : t �
� HARBINSON � : I
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, ­­ - -- ­ I I ; i
e 1 JOHN L 5MN I
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ti 7309153 AND IRVIK JOHN i 2323 N ELM ST :GREENSBORO I NC
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I ,"3084" MALBERTINE ;WORTHINGTON 1 CHARLOTTE
i NC 128203 P0617M14-55 z 04709 ' 484 I LT
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a. AN 8' PLANTING STRIP AND 6' SIDEWALK WILL BE PROVIDED ALONG
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a. ALTERATIONS TO THE CONDITIONAL PLAN ARE SUBJECT TO SECTION
---- 1-1-11
NA
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MCINNIS I I
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1173091631 RESERVED : SARDIS RD ; CHARLOTTE ' NC
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28270 1 I �
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22814 1 123 1 LT
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17308417 KOUTSOURAS � 6406 PARK RD 1 CHARLOTTE
AND KATERINA i
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NC '28210 P-901714114-55 r 26962 1 LT
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NC I 28224
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7300`164 RESEPNED : SARDIS RE) � CHARLOTTE ! NC
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3. PERMITTED USES
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NAUSIKA :
KOUTSOUPIAS 1 .
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. BUTLER
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. I . MELANIE
NORTH
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a. ALLOWED USES: SINGLE FAMILY HOMES AND THEIR ACCESSORY USES
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i?309185 RESERVED : SARDI : CHARLOTTE I NC
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b. ACCESSORY USES SHALL BE ALLOWED IN THE SPACE BETWEEN THE
28277
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27408
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17309101 PO BOX 11693 : CHARLOTTE
SARA A DE LA ; ;
PENA . : I I :
NC 28220 I 26317 675 1 LT
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APPROXIMATE BUILDING ENVELOPE AND THE CONCEPTUAL LOCATION
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17MOIO2, ALBERTA M I I
: 6411 PARK RD � CHARLOTTE
r
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L14 BI M 4� � 272
' 9 I 1 71 LT
� NC i28210 55 . 479 1 1
17309166 : CHARLOTTE NC
4 t .
RESER,IED . SARDIS RD I :
� I NORTH 7
� ... . I . ­
M70 r !
NA
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1 ,
OF E EE PLANTING AREAS.
....... ........ "I . .. ... . ...
6X LONG
PHIPPS . � :
* * , ... . .. ...... 111- 11-111.1-r.f..1-11- ... - .... .... .. � .....
RENE
17309103 i 6417 PARK RD ; CHARLOTTE
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28210 L1381OM14-
; NC t 197096: 15 1 1 LT
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ISRD CHARLOTTE : NC
17309167, RES06SO . SARD I i
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28270 ' :
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: 1 :
122014 : 123 � 1 LT
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: 03625 : �
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CONSTRUCTION ORDINANCE. THE LOCATION, SIZE, AND TYPE OF
11 11 - 11 I I I I 11 I 111. r ...
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17309104 GRAY G WILSON � 6423 PARK RD I CHARLOTTE
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. ; 02819MI4� '
. I � I �. I-. ­­ I I I . 1-1- 1.11 [1-ili-T
; 26w ! w
. *; NC i282iO : 55 � I
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: I
. FRANK. B Ill i i
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1 AYCOCKAND 6501 PARK I z
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;
2021O.:
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L3M25-156
T 11 ­�­­ I..'' ....
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i 11492 ' 925 ' I LT
4. TRANSPORTATION
.
4
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. .
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17,309106 MARILYN M . 6429 PARK RD 'CHARLOTTE
I I .7- I- ,..,
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- ;; 07700 i 383 1 1 LT
: NC �i211210 : I .
079041321 i CHARLOTTE :
: I . : NC
. ; HELEKA SOUTH DR .
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: 2 AYCC�_K I i :
4 730 : I
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621 . I
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;11 '904519 �
AND AFY I
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PLAN ARE SUBJECT O REVIEW AND APPROVAL AS PART OF THE
. :
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� GREGORY I . .
.
VICINITY
ADDED AS NOTED ON HE PLAN.
LLIAM ROSS i I
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WI : I
17309108 &W MCKEOWN t 6 � I
AND MA 51 I PARK RE) � CHARLOTTE
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.
MARGARET; ;
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NC '; 28210 � L8 Big M14-51
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. 03090
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MAP
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sccle
a.01 IN VLL FAMILY FIVIVIC�,Z) WILL DC SERVED BY A
STREET
b.ADDITIONAL R.O.W WILL BE DEDICATED ALONG
A\A3 AND ADDITIONAL PAVING, CURB AND GUTTER
PRIVATE /PUBLIC
PARK SOUTH DRIVE
AND SIDEWALK WILL BE
JARROOW
.
1730giOB MOOEAND 6501 PARK RD � CHARLOTTE I
MARTHA C P I �
. .
MOORE : � I
I � I ­­
WILLIAM I Ole . I
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� : I
.
17309107 HOWARD EDGEWOODBV . HOMEWOOD :
. .
ANDREW$ � : .
. - - - ­­, � _____
_ .­ ... . _ ... � ... 1-1.1.1 . . ...... I i
.
LIOBI M14- �
NC ; 282 jo � 27 1 LT
1 595 1 1
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AL ; 35209 L9 B19 M14-61 120951 1 672 I LT
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! I . .
'AND CHAPLES L .
i 79041331
i . RUTLEDGE AND :
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117'9G4134 1 DEVT,-_HE
: : BANK,JUA :
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6517 PARK j 1 28210 i ,6307 1 L
� CHARLOTTE ' q 2 M25-1 56 i 796 I
I NC 4739 L
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SOUTH DR � . � I �
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1675 PALM .
I WESTPALM 1
155 27095; 1 i9l � I LT
BEACH LAKE . FL 3340+; LI M25- I ;
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not
to
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__ / ___ STORM ftf�R DETENTION/`I:?� n'-,� 1�"` O� ?_ �,`�,­ * �_ _1"-s'�---,,- :--�i",­ " \ 1\ �_ I- --- EXIaT1�q,_PRIVE4VAY- / I I
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I I I I TREATMENT SYSTEM MAY - � I I � / &
, - _, / I 1"'. ; I I., \ I I ,; -)�'. �, I "I "I -S -A, R,VBLIC /
I I , I j I . I -_ - - 3 I 11,61_1� . '' ­ j , I IF STREET IS BUILT A 1'�
, / / I INCLUDE ABOVE GROUND -, `,�`� �,4',"e ':;' . , 1,1 \ \ \ "I, _ -, ­_;­ t / / _/ _­ � f � I � I
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�.� �,:. j: � , .. I \ " � I I . ar- `�-K? �, � _11 "I - T WILL MEET THE --- h\ PtART4VG STRIP � / / �
��il � .:c, �',!'.�:" ­ ;�/), TS IN ' A�f:�! '; �_ __ -/..7 -- -- ­. - - ­- �674- ­ -- --- -- - ­ "_ � A I
_ , IP SHALL NOT BE I
, ,
/ .1 -, -,- \__ ­ 1"� __ I- ,/ �11 / -IN THI§'-AREA DUE /
...
�,
"I "�� A - � ", PROVIDED \
I � �, � 11 , �,A - i i " ", , ) -_ JTT­ LAND PRIVATE STREET SHALL BE ,
. I I I J"'­-, 11/// I- ' 1_� 11 , I / THE CHARLO -- \
I I 1. � /", -, 1-l"I VE I I -, ^- - - ­ STREET I � ,
i , �� ";.f , . " � , : : ,�,, . �, i" , -" . 11 ­ 11, , ­ ,­ AND
I - / ­ / k�---- PRIVATE� ROAD. THESE SYSTEMS ­666 -- ­ --�_ -_ --- , -NDARQ ESTABLISHED WITHIN A COMMON I
- " _. /";", /� "Ill-, > 11> , , - DEVELOPMENT STA TO STORMWATER, WkLS
7- / �. 1��_x��' ­// /-/ " - -
, , ,
2 SHAL�, k ESTABLISHED WITHIN � 11 \ / _S MANUAL �
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1". 7 ",/
I I \ TOPOGRAPH : � /
A,Z,:; ____1 CONCEPTUAL'` -_ -, .
_1 1, I \ '-I- --'�'&' ���,-;77`0-,-,�/-/-,---, ­` I \ , I I C RIVEWAY ""' -_ ACCESS EASEMENT. . I i � I \
1,� �'l I / " . i
. " 1,111, - ___ -­ __ . ,­ -- ­ / � I �
� ";, :;, .. __,�_'_',i/�, _� I NECESSARY,,tASEMENTS. ') \ \ - _. - - __ - 1_� I
, / , " __ ____ _­­ __ j _ A I \ �l ---- � � �
I / LOCATION (/r .) I __ � -_ - .. �. .1 I 11 � :1 I .
I \ .__ __ - __ _­ ----- ­ - ­�_ , /-/ � 1, z I ___ 1 I i \ I \
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7N STRIP -
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1\ ­.. 11 i­ ___ __1 I- I I \ 7 -_ ) I _ - -6 -P - - lv_\�_ 11, \
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, \ -- - _ E_1 I 1­ _-­ 1-' / \ I , V PLANTING STRIP / �,__/ Ose UaLfc " _;,.. ...
, / . ­­ .- . I ,-- - PLAN STRIP WID:i� � � A� \YAR'Y IN "
- / '7/-;;/;. \ \ - - 670.-- --- __.___ - _. __1 1-
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/ I-/ , 1­ _* _____ __ __ --- I / J- PER RESIDENTIAL I SIDEWAY I A--rEW LIMITED LOCATIONS TO`. - - f -/, ','�" , \ .__ ._­ __ - - _ ---.-- ___ _.. N 51, SIDEWA / 11 -I- EXISTING
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MARGARET; ;
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5. ARCHITECTURAL FEATURES
PHILLIP 0 , ' I I
17309109 MURPHY AND ; TOiO WOODEN i
: CHARLOTTE
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NC i28227
L7 819 MW51
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CRhNBORNE � CHARLOTTE NC 2821 L4-B M37-699 .15501 ; 199 !
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b. ALL SINGLE FAMILY HOMES SHALL HAVE A TWO CAR GARAGE
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c. THE HEIGHT LIMIT FOR THE SINGLE FAMILY HOMES SHALL BE
ELIZABETH M : : I
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RESTRICTED TO A 40' MAXIMUM HEIGHT AS DESCRIBED IN THE
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ORDINANCE FOR R-3 ZONING.
ZONING.
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6. STREETSCAPING AND LANDSCAPING
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. FIRST TRUST i
17309i2l: PO BOX 35529 CHARLOTTE �
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NC I
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PARK SOUTH ROAD. ON THE INTERNAL STREET, AN 8' PLANTING
PLANTING
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STRIP SHALL BE PROVIDED ON BOTH SIDES OF THE STREET UNLESS
UNLESS
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17309123: BUTLER AND ;
I i MARY ANN PO BOX 240125 CHARLOTTE
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PROHIBITED BY SITE CONSTRAINTS. SIDEWALK SHALL BE PROVIDED IN
PROVIDED IN
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CHARLOTTE
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2323 N ELM ST GREENSBORO,
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NC
MC
28277
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(7 EvNVI RONMENTAL FEATURES
7. ENVIRONMENTAL FEATURES
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a< THE PETITIONER SHALL I I (,
HE F NER HA '01
n_,THE PETITIONER SHALL COMPLY WITH THE CHARLOTTE ADOPTED POST
� CHARLOTTE q
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NA
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CONSTRUCTION ORDINANCE. THE LOCATION, SIZE, AND TYPE OF
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STORM WATER MANAGEMENT SYSTEMS DEPICTED ON THE REZONING
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;CHARLOTTE I NC 43286 1 055 1
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PLAN ARE SUBJECT O REVIEW AND APPROVAL AS PART OF THE
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FULL DEVELOPMENT PLAN SUBMITTAL AND ARE NOT IMPLICITLY
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NC '
LIOMM117
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STOKES ' CHARLOTTE
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APPROVED WITH THIS REZONING. ADJUSTMENTS MAY BE NECESSARY
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39205 TOKES � CHARLOTTE I NC � L22 86 14-519 ' : 394 �
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IN ORDER TO ACCOMMODATE ACTUAL STORM WATER TREATMENT
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RSHAM LN CHARLOTTE
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REQUIREMENTS AND NATURAL SITE DISCHARGE POINTS.
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b. THE SITE WILL COMPLY WITH THE TREE ORDINANCE. PROPOSED TREE
� 11
. GARY` '
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: : D 1 3400 CHARLOTTE .
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NC !28210
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SAVE /TREE REPLANTING AREAS SHALL GENERALLY BE 30' WIDE
'11309734. SALLY S TEVERSHAMLN .
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WHERE SITE CONDITIONS PERMIT, BUT SHALL IN NO CASE BE LESS
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1.16M-10-117
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THAN 15' WIDE. THE SOLE EXCEPTION SHALL BE IN THE SOUTH WEST
LINDA ML-W, .
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30 .
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17309138 AN'I=EN.. 1.031SHAM LN q
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INTRUDES ON THE PROPOSED TREE SAVE AREA. THIS TREE SAVE I
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:17309137: JERRY MOSES ,TEVERSHAM LN CHARLOTTE ;
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NC �24210
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AREA SHALL BE AS DIMENSIONED ON THE PLANS.
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a.SIGNAGE AS ALLOWED BY THE ORDINANCE WILL BE PROVIDED.
MITCHELL" I .
17309140: 1016 ELGIN .
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KENNEDY I REVERSHAM CHARLOTTE :
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NC � 20210 .
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L9 L420-136
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ARCHITECTURAL LIGHTING ON BUILDING FACADES, SUCH AS SCONCES
17300143 . CHARLOTTE :
: MARTIN ITIEVERSHAM LN �
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NC 126210 �
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WILL BE PERMITTED.
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,
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t:_ --- -_ .--- -, ( / � /_ , - I i // \ I
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­.­ ­­ .,- ­ I \ \ , \ I / / , .11 I-, - - __--i I / / I -_ - -_ -_ "I - ----I � I IN FINAL DESIGN BUT SHALL MEET I
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— .
,.-- I \ I I I I --.-- / / f I— -, k___ I / , __ __..... .- "I - --- � I - APPLICABLE ORDINANCE REQUIREMENTS. I I i \ I
- -_ I . - I ,-J � I I 11
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I I I — - �__
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110�1111 __ __ - ��
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Copyright 0 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are Intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
-11
n design resource group
Ll
ME �-
ax-731: T Y.'ro,vul
�
REZONING DOCUMENTS
I
� RJAW 16,11,11, I IM"I'll"M
APPROVAL
N)
20 0 20 40
­­ Is ------ 8—
SCALE: I " = 40'
-
PROJECT #: 409-001
DRAWN BY: TH
CHECKED BY: QJK
& A
SCHEMATIC
SITE PLAN
FIRST DATE SUBMITTAL: 11/26/12
REVISIONS:
1. 01/18/13
2.031513
& 04/18/13 PER STAFF COMMENTS
,j 02/05/14 PER STREET UPDATE
,& 03/17/14 PER STAFF COMMENTS
A 03/28/14 PER STAFF COMMENTS
�
+

4:
4
RESIDENTIAL CUL-DE-SAC 1 = 10,
AUTO TURN STUDY
AASHTO
ENTERING AND AND EXITING SITE AT PARK SOUTH DR 1 30
R/W DEDICATION I UJI 18,
1031 SF (0.02AC) a-
EXISTING R/W ce A- 25'
r < 0
PROPOSED R/
35' FROM CL W U /I AT
PARK SOUTH DRIVE
<
. ......... . .. .
RIGHT OF WAY DEDICATION 1 = 30
TREE SAVE AREA (TYP.)
17309121, 17309120
d
//Z
SEE SHEET C6.0 REQUIRED----
PLANTING PLAN
2013-015
t4
+/- 4.99 ACRES (217,364 SF)
PROPOSED USE:
SINGLE FAMILY HOMES WITH 2 CAR GARAGES
m ,
t
DENSITY:
3.00 D.U.A.
W
it
153-21
Z,
I. 64' L.
L
H
165.114'
V�
LL
11,753 SF
R/W RADIUS (TYP.)
CURB RADIUS
FOC (TYP.)
SITE DATA
TAX MAP NO:
17309121, 17309120
ZONING:
UR-2 (CD)
REZONING PETITION NO:
2013-015
SITE AREA:
+/- 4.99 ACRES (217,364 SF)
PROPOSED USE:
SINGLE FAMILY HOMES WITH 2 CAR GARAGES
PROPOSED DWELLING UNITS:
15 SINGLE FAMILY HOMES
DENSITY:
3.00 D.U.A.
SETBACKS
FRONT YARD
SIDE YARD
REAR YARD
MINIMUM LOT AREA
MINIMUM LOT WIDTH
BUILDING HEIGHT (MAXIMUM):
TREE SAVE REQUIRED
TREE SAVE PROPOSED
14' FROM BACK OF PROPOSED CURB
5' FROM PROPERTY LINE
10' FROM PROPERTY LINE
3,000 SF
20'
40'
10.0% (0.499 AC)
10.0% (0.50 AC)
TRASH & RECYCLING
PICK UP REQUIRED: PRIVATE TRASH COLLECTIONS SYSTEM
MAXIMUM IMPERVIOUS PER LOT: LOTS 1-12 LOT 13 LOT 14 LOT 15
3,536 4,740 3,885 3,500
ESTIMATED TIME OF COMPLETION: 2014
NOTE:
1. DIRECT VEHICULAR ACCESS TO PARK SOUTH DRIVE FROM LOT ONE IS PROHIBITED.
2. FINAL LOCATION OF DRIVEWAYS ARE TO BE DETERMINED DURING CONSTRUCTION
3. GARAGE DOORS SET BACK 20' FROM BACK OF SIDEWALK TO ALLOW VEHICLE
PARKING ON EACH LOT (TYP.)
LEGEND:
SWE = STORM WATER ELEVATION
SWIPE = STORM WATER PROTECTION ELEVATION
SWEL = STORM WATER ELEVATION LINE
UND OAK RD
VICINITY MAP,
not to scale
WALL NOTES:
• PROJECT SIGNAGE TO BE MOUNTED ON FREESTANDING WALL. SIGNAGE SHALL
MEET ALL ORDINANCE REQUIREMENTS AND SHALL BE PERMITTED SEPARATELY BY
OTHERS.
• SIDEWALK EASEMENT TO BE 2' BEHIND SIDEWALK OR TO FACE OF DECORATIVE
MASONRY WALL
• DEVELOPER SHALE ACQUIRE ROW ENCROACHMENT AGREEMENT WITH THE CITY FOR
ANY (RETAINING WALL) GEOGRID LOCATED IN THE ROW
EXISTING DRIVEWAY-\
EXISTING DRIVEWAY
10' 2'-6" CURB AND GUTTER; (TYP.)
10' CURB TRANSITION (P
TY '
.)
SEE DETAIL 1 SHEET 8.0
MODULAR BLOCK RETAINING
PUBLIC "'S REET'iP WALL (TYP.)
RESIDE14 MED1614 PUBLIC STREET RIGHT OF WAY SEE DETAIL 3 SHEET C8.1
STANDARDS. SHALL BE DEDICATED TO THE
SEE DETAIL 1 SHEET CITY DEVELOPER SHALE ACQUIRE ROW
C8.1 VALLEY CURB (TYP.) ENCROACHMENT AGREEMENT WITH THE
SEE DETAIL 5 SHEET C8.0 CITY FOR ANY (RETAINING WALL)
GEOGRID LOCATED IN THE ROW
SEE DETAIL 6 SHEET C8.1
00
A
.0F
60.00' 60.00' 60. 00' 0.00, 1 -70 _001­ 66.00
-?l 5�.86 60.00' 1 60.00' 60
T
(01 Q
nil @) �D I @ I I I O I I c
9,000 SF_ 8,636 SF 8,639 SF 8,642 SF 8,645 SF 8,648 SF 8,651 SF 8,654 SF 8,657 SF 8,6 5 SF 665 SF 8,5 SF
LO
1 5'
S
11' BUILDING
jj 49' SEPE(RATION
II WPE = 65 . 5 SWPE 54.59 I SWPE = 655.21 I SWPE = 655.46 I SWPE = 6 6.38 SWPE = 657.42 I SWPE = 659.2 I S PE = 660.09 I SWPE = 661. 5 I SWPE = 6 2.30 I SWPE 663.75 SWPE = 64.50
_j
. ......... -_-_
.0 APPROXIMATE -
7 LO 0 �Lo 10 (0
0) 1 (0
0 0 - - BUILDING
r1i 4 4 4 4 C� SWEL
±60' 20' PC ENVELOPE (TYP) - - - - -- - - - - - - -
- Nt
Uj
30' L NDSCA\PE AREA 77_77 130'LANDSCAPE EAi-
N V)
00
OE
x.
-- ----- ------
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V­SDI
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. .............. . ... ... . .......
EXISTING DRIVEWAY
m design resource group
■ landscape architecture
• civil engineering
• urban design
• land planning
■ traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
'11%J1111111111111
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• CORPORATE
SEAL
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Copyright @ 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
CSC

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670
VICINITY MAP
not to scale
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• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 Wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 Wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
WIVIVIVIINOTM
DOCUMENTS
34 67 ;
05IV, 14
ii �'F��INE��•'�u
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
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WIVIVIVIINOTM
DOCUMENTS
34 67 ;
05IV, 14
ii �'F��INE��•'�u
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET

EROSION CONTROL NOTES:
l. ALL 'CLDS' NUMBERS REFER T0 THE CHARLOTTE LAND DEVELOPMENT STANDARDS
MANUAL
2. 0N-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE
ZONING ADMINISTRATOR.
J. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION
OF THE CiTY/COUNTYERO00N 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 FlNE.
5. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAY3, REFER TO
EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
O. ADDITIONAL MEASURES T0 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]
D. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE
THAT WAS NOT PREVIOUSLY APPROVED.
9. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCD0T RIGHT 0F WAY MUST
BE PRESENTED AT PRE-CONSTRUCTION MEETING.
10. SEE DETAIL 7/C0.1 FOR TEMPORARY SEEDING SCHEDULE.
11. SEE DETAIL 6/C9.1 FOR GROUND STABILIZATION SCHEDULE.
** TOTAL DISTURBED AREA = 4.37 ACRES
NOTE:
ONS|TE STOR� DRA|N SHOWN FOR REFERENCE ONLY. SEE SHEET C4.1 FOR CONSTRUCTION
INFORMATION.
CONSTRUCTION SE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE
ENGINEERING DEPARTMENT.
2. SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR
OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE
TO SCHEDULE SUCH �ONFERENCE 48 HOUR3
PRIOR TO ANY LAND DISTURBING ACTIVITY IS
A VIOLATION OF CHAPTER 17 OF THE CITY COD[ AND IS SUBJECT TO FINE.
3. INSTALL SWALE SOUTH OF SKIMMER BASIN PR.2 PRIOR TO ANY OTHER SITE WORK. INSTALL
TENSAR SC250 AL0NG THE CHANNEL AND SIDE SLOPES OF SWALE.
4. ONCE S0NLE IS STABILIZED OFFSITE STORM DRAINAGE MY BE INSTALLED, NO OTHER
DISTURBANCE |3 ALLOWED UNTIL OFFSITE DRAINAGE IS INSTALLED.
5. INSTALL SILT FENCE, SKIMMER BASIN, DIVERSION DITCHES W/ ROCK CHECK DAM5, TREE
PROTECTION, INLET PROTECTION, OTHER MEASURES AND STORM DRAINAGE PIPES SHOWN
FOR C0LLEC110N OF OFFSITE ST0RMWATER FOR PHASE | AS SHOWN ON PLANS, CLEARING
ONLYAS NECESSARYT0 INSTALL THESE DEVICES. INSTALL BASIN OUTLET PIPES GRADING
AND CLEARING ONLY AS NECESSARY TO INSTALL PIPES.
O. CALL FOR ON-SITE |N3PEC11ON BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE
GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DE\4CE3 AND STRUCTURES. ALL DISTURBED AREAS MUST BE STABILIZED IN 7-14 DAYS.
SEE THE GROUND STABILIZATION SCHEDULE FOR ADDITIONAL DETAILS & RESTRICTIONS.
8. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL
INSPECTOR PRIOR T0 COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
S. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
10. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL
MEASURE.
11. ALL snoomw oowTnnL wcxnomss sxAu- BE oowsTnuoTso IN A000xoAwos WITH THE N. c cnmanw
AND SEDIMENT CONTROL PLANNING AND Dcomw MANUAL, U. s DEPT. OF AGRICULTURE, CITY OF
o*Anuons snuomw uuwTnuL nRn|wxwos. AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS
MANUAL.
12. SITE SHALL as COMPLETELY nTAo|uaEo AND ows|TE sTnnw onmwxoc p|pcs. oTnooTonss. AND owp
|waTALL»now a*Au- BE oowPLsTco pn/nn To INSTALLATION OF owSITc sAwo FILTER.
����� �TU��K]yN��'��'
TREE PROTECTION " ^-~~ ^ "��'° '"�� « "-~"`
1. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE
APPROVED BY THE CITY ARB0R|3T(704) 336-4202.
2. NO SOIL DISTURBANCE OR COMP4CTION, CONSTRUCTION WAT[R|ALS, TRAFF|C, BURIAL PITS,
TRENCHING DR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE SAVE AREAS.
J. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEM0L|T|ON, GRADING OR
CONSTRUCTION BEG|N3, AND NOT REMOVED UNTIL FINAL INSPECTION.
4. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS IN
DEVELOPMENT STANDARDS MANUAL 40.02.
5. BEFORE GRADING/CLEARING/CONSTRUCTION BEGINS, CALL [phone] FOR INSPECTION
OF TREE PROTECTION BARRICADES BY URBAN FORESTRY STAFF.
O. NO GRUBBING WITHIN TREE SAVE AREAS. LEAVE SOIL AND LEAF LITTER UNDISTURBED.
SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH CRASS ONLY IN
DISTURBED/GRADED AREAS.
7. BRUSH, V1NES, AND SMALL TREES (« O |N. DIAMETER, OR AS SMALL AS 2 |N. CALIPER)
MAY BE HAND-CLEARED ONLY, CUT FLUSH WITH GROUND SURFACE. EXISTING TREES WAY
BE LIMBED UP 6 FEET (LEAVING AT LEAST f6 OF THE BRANCHES T0 IMPROVE VISIBILITY).
8. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKF|LL
ASAP TO MINIMIZE EXPOSURE TO THE AIR.
S. TREE BARRICADES MUST BE INSTALLED BEFORE ANY
DEWOL|TI0N/CLEAR|NG/GRAD|NG/CONSTRUCTION, AND NOT REMOVED UNTIL AFTER FINAL
INSPECTION BY URBAN FORESTRY STAFF.
10. TREE PROTECTION FENCE |3 TO BE LOCATED 5 FEET BEYOND DRIP LINE OF TREE SAVE
AREA.
8�=�0
KJ0o�y ��hat��&���yow"
Aft 0B
������ before you dig.
1. C0NT-R'ACTOR |3 FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PART|ES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR
TO C0NSTRUCTION.
2. C0NT:RACT0R IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG
WEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL F,AVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACC0RD|NG T0 STANDARDS OF THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION AND CHARLOTTE-WECKLEN8URQ UTILITIES
SPEClT|CAT|8NS.
4. SH0F5\NG WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART
1926 SUBPART P, OR AS AMENDED.
EROSION CONTROL LEGEND
n�P�*a,�op�o
~ ~ mLDs#3umm (SEE DETAIL 7/Cy.o)
X ----
{�---
*/o* *AZxno TEMPORARY SILT FENCE
---
oLDu #oou*B (SEE nsTxu */oo.o)
---'13---0---0�-- rnsc pnorsonuw rcwns w/S/Lr rswnc
-------------- PROPERTY LINE
uw/rs OF oownrnuonow/oswooso uu/rs
� ' 111"=11 ' =111NIM DRAINAGE AREA BOUNDARY
,ano INLET penTsonow
(yss ocrAu 3/n9.1)
wAwxoLs/Jownow BOX PROTECTION
/ O (oss osrxu 3/t9.1)
oAum aAs|w /wLETpnorsonow
(scc osn^/L 2/o9.1)
*xsowwnc ouoT* m nnAvsL INLET
.1 1L*Xj pnoTconow (nsc DETAIL 3/C9.1)
�����
���
SILT pEwoc OUTLET (ass osrA/L 1/o9.0)
TEMPORARY DIVERSION DITCH �+_��.�_�� �
(SEE DETAIL 1/C9.1)
AREA
STABILIZATION
STABILIZATION TIME
FDESCSITE
SC IP
RIPTION
TIME FRAME
Perimeter dikes,
7 days
None
swales, ditches
0<
ce-
<
and slopes
660 1 MS1
To of Berm 1 661.5 tml_
High Quality Water
7 days
None
(HQW) Zones
1"""_
LU
Slopes steeper
7 days
If slopes are 10' or less in
than 3:1
length and area not steeper
Mr
than 2:1, 14 days are allowed.
Slopes 3:1 of
14 days
7 days for slopes greater
flatter
than 50 feet in length
All other areas
14 days
None
with slopes flatter
(except for perimeters and
than 4:1
HQW Zones)
7�, 4 \
_��D 1 O
VICINITY MAP
not to scale
_ 11 o . . I
i __ 11 - __ - . ; . ;
Ci 4 / __ I- . .
- JPG. 0 15 / , __0"v'ED ,R 3 FA 17301�1 11 , '. " ", >", ,,, I ,�, . ---- --- , 11 L ..... . -1 __ - I.
I � i ­1 --- ,, \ I -1 _1_. , ONLY AFTER INISTALLATION OF DITCH BELOW SKIWMER t � 11 0
11 J I- .4- - -,- I "I'll" _ \ \ I L _/ _-, , � _�5" , i 3 i, I .
/, I , 11 I INSTALL OFFS[ DRAINAGE SYSTEMS IN PHASE 1 / / , / .
- , T FENCE S: : PHASE I DRAINAGE� "I' \ P,flSTALLATION OF DITCH BELOW SKIMMER ' ­_ a , INSTA , __ _ _ _ . - ;_
, - STABILIZED ANI APPROVED BY EC INSPECTOR OFFSITE
- '//�,�,',� / / I .� ------ "I i - \ - I \ I ,;
- , - ��, / , __ ­_ __ - ­ t .
y______ I
00, "I .- V "",/ V) ,,,',,.�,��,, \ \ I I , \ 60 "
/
____ _-__/
_
����y� �� � ���Uy� ��� � ���IU� ��� �
��^�"." " .~~� SEE DETAIL O/CB1 FOR BASIN DATA ,�^��n,~ ��n^.� SEE DETAIL O/CB1 FOR BASIN DATA �x��mm n "�.^~ SEE DETAIL 8/C01 FOR BASIN DATA
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CONSTRUCTION F����-�������
^°~�`�~,^~"^-." " .^
_ / li:��,� .. ,
20 0 20 40
SCALE: I^= 40' N)
PROJECT #: 4O�-�0l
DRAWN BY: TC
CHECKED BY: MM
AUGUST O2,2Ol3
REV :
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS _
l O4/2]/z4-P[RCDY[O�m�mT3

�
��K�«�U���� �-����-����U NOTES:
'-"^^�.^x��.� CONTROL .���n��'
1. ALL ^CLDS^ 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 |5 A VIOLATION
OF THE C|TY/COUNTYEROS|0N CONTROL ORDINANCE AND IS SUBJECT T0 A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS
A VIOLATION OF THE C|TY/COUNTYER0S|0N CONTROL ORDINANCE AND IS SUBJECT
TO A FINE.
5. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAY8, 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 [SLDSW #30.16]
O. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE
THAT WAS NOT PREVIOUSLY APPROVED.
9. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCD0TR|GHT OF WAY MUST
BE PRESENTED AT PRE-CONSTRUCTION MEETING.
10. SEE DETAIL 7/C9.1 FOR TEMPORARY SEEDING SCHEDULE.
11. SEE DETAIL 6/C9.1 FOR GROUND STABILIZATION SCHEDULE.
** TOTAL DISTURBED AREA = 4.37 ACRES
NOTE:
ONS|TE STOR� DRA|N SHOWN FOR REFERENCE ONLY. SEE SHEET C4.1 FOR CONSTRUCTION
INFORMATION.
CONSTRUCTION SEQUENCE
1. MAINTAIN ALL PHASE | EROSION CONTROL MEASURES.
2. REMAINING CLEARING AND GRUBBING.
J. ROAD GRADING.
4. GRADING FOR REMAINDER OF SITE.
5. UTILITIES INSTALLATION ALONG WITH REMAINING STORM
DRAINAGE. HARDWARE CLOTH AND STONE INLET PROTECTION
WILL BE USED UNTIL COMPLETION OF CONSTRUCTION.
0. AS CONSTRUCTION PROGRESSES AND AREAS ARE 3TAB|L|ZED,
HARD�ARE CLOTHE AND STONE INLET PROTECTION CAN BE
REPLACE WITH SILT SACKS (DETAIL 2/C8.01).
7. FINAL GRAD|N8, LANDSCAPING AND STABUZATI0N.
8. WHEN SITE |5 CONSTRUCTED AND 3TAB|L|ZED, REMOVE EROSION
AND SEDIMENT CONTROL MEASURES, REMOVE SKIMMER AND
BAFFLES AND FINALIZE OUTLET STRUCTURES AND CONVERT
BASIN TO FINAL PERMANENT POND CONDITION.
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""^"-"- PROTECTION "_~~."��.� ."��o��.
l. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE
APPROVED BY THE CITY AR8OR|5T [phone].
2. NO SOIL DISTURBANCE OR C0MPACTI0N, CONSTRUCTION MATER|AL3, TRAFFIC, BURIAL PITS,
TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE SAYE AREAS.
3. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOL|T|0N, GRADING OR
CONSTRUCTION 8EG|NS, AND NOT REMOVED UNTIL FINAL INSPECTION.
4. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS IN
DEVELOPMENT STANDARDS MANUAL 40.02.
5. BEFORE GRADING/CLEARING/CONSTRUCTION BEGINS, CALL [phone] FOR INSPECTION
OF TREE PROTECTION BARRICADES BY URBAN FORESTRY STAFF.
8. NO GRUBBING WITHIN TREE SAVE AREAS. LEAVE SOIL AND LEAF LITTER UNDISTURBED.
SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN
DISTURBED/GRADED AREAS.
7. BRUSH, V1NES, AND SMALL TREES (« 0 |N. DIAMETER, OR AS SMALL AS 2 |N. CALIPER)
MAY BE HAND-CLEARED 0NLY, CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY
BE LIMBED UP h FEET (LEAVING AT LEAST % OF THE BRANCHES TO IMPROVE VISIBILITY).
8. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKF|LL
ASAP TO MINIMIZE EXPOSURE TO THE AIR.
S. TREE BARRICADES MUST BE INSTALLED BEFORE ANY
DEWOL|TION/CLEAR|NC/GRAD|NG/CONSTRUCTI0N, AND NOT REMOVED UNTIL AFTER FINAL
INSPECTION BY URBAN FORESTRY STAFF.
10. TREE PROTECTION FENCE !3 T0 BE LOCATED 5 FEET BEYOND DRIP LINE OF TREE SAVE
AREA.
�"�K
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Call �� � �� dig.
» ��
1. CONTRACTOR |3 FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR
TO ::DNSTRUCTI0N.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG
WENI, ETC. AS NECESSARY T0 INSURE SAFETY T0 THE PUBLIC.
3. ALL. PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO STANDARDS OF THE NORTH CAROLINA DEPARTMENT
OF 'TRANSPORTATION AND CHARLOTTE-WECKLEN8URC UTILITIES
SPBC|F|CATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART
192.5� SUBPART p. OR AS AMENDED.
EROSION CONTROL LEGEND
STABILIZATION
TEMPORARY SILT FENCE
0 -0-
CLDS #30.06A (SEE DETAIL 7/C9.0)
0 X -
HIGH HAZARD TEMPORARY SILT FENCE
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CLDS #30.06B (SEE DETAIL 4/C9.0)
-0-0-0-
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If slopes are 1 O' or less in
(SEE DETAIL 3/C9.1)
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*
(SEE DETAIL 2/C9.1)
than 2:1, 14 days are allowed.
HARDWARE CLOTH & GRAVEL INLET
+
PROTECTION (SEE DETAIL 3/C9.1)
L�A
SILT FENCE OUTLET (SEE DETAIL 1/C9.0)
. 14 TD -4- TD -
TEMPORARY DIVERSION DITCH
14 days
(SEE DETAIL 1/C9.1)
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
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Copyright m201uDesign Resource Group, PA This plan mdrawing and any accompanying documents mcalculations are the property mDesign Resource Group, PA; and are intended solely for the usemthe recipient nWled. No third party use m modification mpermitted without written authorization.
design � ����s����� resC}Urce Or{�UO
�p group
= landscape architecture
° civil engineering
" urban design
- land planning
° traffic engineering
" transportation planning
2459vi|kinson boulevard, suite 200
chadotte, nc282O8
p7O4.]43.O5OWf7O4.]58.]093
www.drgrp.mm
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AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
I O4/z]/z4- PER CITY COMMENTS
AND PUBLIC STREET
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WALL LEGEND
-
- - - DECORATIVE WALL
- AINING WALL
- REFER TO DETAIL 3/C8.1
ATIVE WALL MAY BE REMOVED WITHC,UT
COMPROMISING THE ENTIRE WALL TO MAINTAIN STOR!iM
DRAINAGE PIPE AS NECESSARY
OTHERS FOR ADDITIONAL INFORMATION
LOT GRADINIVI
LOT
BP
FFE
CE
SWPE
1
674.80
676.63
670.63
664.50
2
672.45
674.28
668.28
663.75
3
670.50
672.33
666.33
662.30
4
668.56
670.39
664.39
661.15
5
I 668.45
670.28
664.28
660.09.
6—
670.05
671.88
665.88
659.20
7
671.41
673.24
667.24
657.42
8
671.41
673.24
667.24
656.38
9
671.33
673.16
667.16
655.46
10
669.58
671.41
665.41
655.21
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667.18
669.01
663.01
654.59
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665.21
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CE = CRAWL ELEVATION
SWPE = STORMWATER PROTECTION ELEVATION
AARPER COURT
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- - - - ___ _____ - I - _ __ __ I - - - __ __ - _____ -,--- __
- landscape architecture
- civil engineering
- urban design
- land planning
- traffic engineering
- transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
WftlC STREET
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STRUCTURE TABLE
STRUCTURE
RIM
INV. IN
FROM
INV. OUT
DET -1
661.02
659.22
MH -1 A
18" RCP
DET -2
661.52
660.00
DI -11
15" RCP
MH -1 A
665.08
659.63
CB -1
659.43
CB -1
663.79
660.29
660.29
CB -3
CB -2
660.09
DI -11
665.80
78.16
0.50%
660.28
CB -2
663.79
24.00
0.50%
660.41
CB -3
666.69
661.10
CB -4
660.85
CB -4
667.99
662.67
CB -5
662.47
CB -5
666.63
663.26
663.26
CB -7
CB -6
663.06
CB -6
666.63
13.00
1.00%
663.38
CB -7
669.64
47.00
1.007-
665.68
PIPE CHART
FROM
TO
LENGTH
SLOPE
COMMENTS
CB -1
MH -1A
91.68
0.50%
18" RCP
CB -2
CB -1
24.00
0.50%
15" RCP
CB -3
CB -1
108.42
0.52%
18" RCP
CB -4
CB -3
273.00
0.50%
15" RCP
CB -5
CB -4
78.16
0.50%
15" RCP
CB -6
CB -5
24.00
0.50%
15" RCP
CB -7
CB -5
125.84
1.92%
15" RCP
DI -11
DET -2
14.02
2.00%
15" RCP
MH -1A
DET -1
34.62
0.62%
1 18" RCP
* = CLASS IV PIPE
STRUC TJRE TABLE
STRUCTURE
RIM
1NV. IN
FROM
INV. OUT
FES -100
654.23
551.90
JB -101
48" RCP
FES -300
660.34
657.47
DI -301
18" RCP
HW -200
667.16
562.50
CB -201
18" RCP
JB -101
662.00
555.31
JB -102
653.11
JB -102
663.50
557.75
DI -103
656.05
DI -103
662.14
37.21
3.25%
658.24
DI -301
667.09
559.96
DI -302
659.46
CB -201
672.45
567.94
CB -202
662.70
DI -302
667.12
47.00
1.00%
663.00
CB -202
674.85
13.00
1.00%
670.35
PIPE CHART
FROM
TO
LEN "ITH
SLOPE
COMMENTS
CB -201
HW -200
22.57
0.89%
48" RCP
CB -202
CB -201
147.41
1.63%
18" RCP
DI -103
JB -102
48.4.6
1.01%
18" RCP
DI -301
FES -300
164.78
1.21%
30" RCP
DI -302
DI -301
268.53
1.13%
24" RCP
JB -101
FES -100
37.21
3.25%
24" RCP
JB -102
JB -101
146,16
0.51%
24" RCP
PIPE CHART
FROM
TO
LENGTH
SLOPE
(MIN)
COMMENTS
200
201
47.00
1.00%
6" HDPE
201
202
13.00
1.00%
6" HDPE
202
203
47.00
1.00%
8" HDPE
203
204
13.00
1.00%
8" HDPE
204
205
47.00
1.00%
8" HDPE
205
206
13.00
1.00%
10" HDPE
206
207
47.00
1.00%
10" HDPE
207
208
13.00
1.00%
10" HDPE
208
209
47.00
1.00%
10" HDPE
209
210
13.00
1.00%
10" HDPE
210
211
47.00
1.007-
12" HDPE
211
212
13.00
1.00%
12" HDPE
212
213
47.00
1.00%
12" HDPE
213
DET -F
11.48
1.00%
12" HDPE
214
215
47.00
1.00%
6" HDPE
215
DET -E
9.34
1.00%
6" HDPE
216
217
47.00
1.00%
6" HDPE
217
DET -D
9.34
1.00%
6" HDPE
218
219
47.00
1.00%
6" HDPE
219
DET -C
9.34
1.00%
6" HDPE
220
221
47.00
1.00%
6" HDPE
PIPE CHART
FROM
TO
LEN GTH
(MIN)
COMMENTS
221
DET -B
9...34
1.00%
6" HDPE
222
223
47:00
1.00%
6" HDPE
223
DET -A
10-03
1.00%
6" HDPE
225
200
4,.,50
1.00%
6" HDPE
226
201
4..50
1.00%
6" HDPE
227
202
4.50
1.00%
6" HDPE
228
203
4.:50
1.00%
6" HDPE
229
204
4..50
1.00%
6" HDPE
230
205
4.:50
1.00%
6" HDPE
231
206
4..50
1.00%
6" HDPE
232
207
4..50
1.00%
6" HDPE
233
208
4,..50
1.00%
6" HDPE
234
209
4..50
1.00%
6" HDPE
235
210
4.50
1.00%
6" HDPE
236
211
4..50
1.00%
6" HDPE
237
212
4.50
1.00%
6" HDPE
238
213
4.50
1.00%
6" HDPE
239
214
4.:50
1.00%
6" HDPE
240
215
4..:50
1.00%
6" HDPE
241
216
4, 50
1.00%
6" HDPE
242
217
4.50
1.00%
6" HDPE
PIPE CHART
FROM
TO
LENGTH
(MIN)
COMMENTS
243
218
4.50
1.00%
6" HDPE
244
1 219
4.50
1.00%
6" HDPE
245
220
4.50
1.00%
6" HDPE
246
221
4.50
1.00%
6" HDPE
247
222
4.50
1.00%
6" HDPE
248
223
4.50
1.00%
6" HDPE
260
261
45.94
1.00%
6" HDPE
261
262
14.50
1.00%
6" HDPE
262
263
45.46
1.00%
8" HDPE
263
264
12.29
1.00%
8" HDPE
264
11 (DI)
23.39
1.00%
10" HDPE
264
265
49.41
1.01%
8" HDPE
266
267
46.05
1.00%
6" HDPE
267
268
14.03
1.00%
6" HDPE
268
269
47.12
1.00%
8" HDPE
269
270
13.97
1.00%
8" HDPE
270
271
48.08
1.00%
8" HDPE
271
272
18.19
1.00%
8" HDPE
272
265
56.56
1.00%
8" HDPE
NOTE: WATER TIGHT JOINTS TO BE USED IN
ALL PIPES SUBJECT TO INUNDATION FROM
BACKWATER FROM THE DETENTION STRUCTURE.
STORM
DRAINAGE LEGEND
....,... t' ...,. ... "......
JB -102 DI -103
JUNCTION BOX
O
(NCDOT STD# 840.31)
a
OUTLET STRUCTURE
(DETENTION & WQ)
E,
CATCH BASIN
�.6
i
(NCDOT STD# 840.02)
DROP INLET
<
Z
(NCDOT STD# 840.04 or 840.14)
ROOF DRAIN CLEANOUT
,I
(SEE MEP PLANS FOR ADDITIONAL
3
CONNECTION INFORMATION)
VICINITY MAP
not to scale
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....,... t' ...,. ... "......
JB -102 DI -103
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design. resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
CONSTRUCTION
DOCUMENTS
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=
05/27/ EQj�
WI ��M� N
N
20 0 20 40
SCALE: 1" = 40'
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS AND
PUBLIC STREET
'00
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CONSTRUCTION
DOCUMENTS
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05/27/ EQj�
WI ��M� N
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20 0 20 40
SCALE: 1" = 40'
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS AND
PUBLIC STREET

STRUCTURE TABLE
STRUCTURE
RIM
INV. IN
FROM
INV. OUT
DET -1
661.02
659.22
MH -1A
18" RCP
DET -2
661.52
660.00
DI -11
15" RCP
MH -1 A
665.08
659.63
CB -1
659.43
CB -1
663.79
660.29
660.29
CB -3
CB -2
660.09
DI -11
665.80
78.16
0.50%
660.28
CB -2
663.79
24.00
0.50%
660.41
CB -3
666.69
661.10
CB -4
660.85
CB -4
667.99
662.67
CB -5
662.47
CB -5
666.63
663.26
663.26
CB -7
CB -6
663.06
CB -6
666.63
13.00
1,00%
663.38
CB -7
669.64
47.00
1.00%
665.68
PIPE CHART
FROM
TO
LENGTH
SLOPE
COMMENTS
CB -1
MH -1A
91.68
0.50%
18" RCP
CB -2
CB -1
24.00
0.50%
15" RCP
CB -3
CB -1
108.42
0.52%
18" RCP
CB -4
CB -3
273.00
0.50%
15" RCP
CB -5
CB -4
78.16
0.50%
15" RCP
CB -6
CB -5
24.00
0.50%
15" RCP
CB -7
CB -5
125.84
1.92%
15" RCP
DI -11
DET -2
14.02
2.00%
15" RCP
MH -1A
DET -1
34.62
0.62%
18" RCP
* = CLASS IV PI
STRUCTURE TABLE
STRUCTURE
RIM
IN\'. IN
FROM
INV. OUT
FES -100
654.23
65':.90
JB -101
48" RCP
FES -300
660.34
657.47
DI -301
18" RCP
HW -200
667.16
662.50
CB -201
18" RCP
JB -101
662.00
65 -5.31
JB -102
653.11
JB -102
663.50
65..7.75
DI -103
656.05
DI -103
662.14
37.21
3.25%
658.24
DI -301
667.09
659.96
DI -302
659.46
CB -201
672.45
667,94
CB -202
662.70
DI -302
667.12
47.00
1.00%
663.00
CB -202
674.85
13.00
1,00%
670.35
PIPE CHART
FROM
TO
LENGTH
SLOPE
COMMENTS
CB -201
HW -200
22.57
0.89%
48" RCP
CB -202
CB -201
147.41
1.63%
18" RCP
DI -103
JB -102
48.46
1.01%
18" RCP
DI -301
FES -300
164.78
1.21%
30" RCP
DI -302
DI -301
268.53
1.13%
24" RCP
JB -101
FES -100
37.21
3.25%
24" RCP
JB -102
JB -101
146.16
0.51%
24" RCP
PIPE CHART
FROM
TO
LENGTH
SLOPE
(MIN)
COMMENTS
200
201
47.00
1.00%
6" HDPE
201
202
13.00
1.00%
6" HDPE
202
203
47.00
1.00%
8" HDPE
203
204
13.00
1.00%
8" HDPE
204
205
47.00
1.00%
8" HDPE
205
206
13.00
1.00%
10" HDPE
206
207
47.00
1.00%
10" HDPE
207
208
13.00
1.00%
10" HDPE
208
209
47.00
1.00%
10" HDPE
209
210
13.00
1,00%
10" HDPE
210
211
47.00
1.00%
12" HDPE
211
212
13.00
1.00%
12" HDPE
212
213
47.00
1.00%
12" HDPE
213
DET -F
11.48
1.00%
12" HDPE
214
215
47.00
1.00%
6" HDPE
215
DET -E
9.34
1.00%
6" HDPE
216
217
47.00
1.00%
6" HDPE
217
DET -D
9.34
1.00%
6" HDPE
218
219
47.00
1.00%
6" HDPE
219
DET -C
9.34
1.00%
6" HDPE
220
221
47.00
1.00%
6" HDPE
PIPE CHART
FROM
TO
LENGTIH
SLOPE
(MIN)
COMMENTS
221
DET -B
9.34
1.00%
6" HDPE
222
223
47.06
1.00%
6" HDPE
223
DET -A
10.0Z
1.00%
6" HDPE
225
200
4.50
1.00%
6" HDPE
226
201
4.50
1.00%
6" HDPE
227
202
4.50
1.00%
6" HDPE
228
203
4.50
1.00%
6" HDPE
229
204
4.50
1.00%
6" HDPE
230
205
4.50
1.00%
6" HDPE
231
206
4.50
1.00%
6" HDPE
232
207
4.50
1.00%
6" HDPE
233
208
4.50
1.00%
6" HDPE
234
209
4.50
1.00%
6" HDPE
235
210
4.50
1.00%
6" HDPE
236
211
4.50
1.00%
6" HDPE
237
212
4.50
1.00%
6" HDPE
238
213
4.50
1.00%
6" HDPE
239
214
4.50
1.00%
6" HDPE
240
215
4.50
1.00%
6" HDPE
241
216
4.50
1.00%
6" HDPE
242
217
4.50
1.00%
6" HDPE
PIPE CHART
FROM
TO
LENGTH
(MIN)
COMMENTS
243
218
4.50
1.00%
6" HDPE
244
219
4.50
1.00%
6" HDPE
245
220
4.50
1.00%
6" HDPE
246
221
4.50
1.007-
6" HDPE
247
222
4.50
1.00%
6" HDPE
248
223
4.50
1.00%
6" HDPE
260
261
45.94
1.00%
6" HDPE
261
262
14.50
1.00%
6" HDPE
262
263
45.46
1.00%
8" HDPE
263
264
12.29
1.00%
8" HDPE
264
11 (DI)
23.39
1.00%
10" HDPE
264
265
49.41
1.01%
8" HDPE
266
267
46.05
1.00%
6" HDPE
267
268
14.03
1.00%
6" HDPE
268
269
47.12
1.00%
8" HDPE
269
270
13.97
1.00%
8" HDPE
270
271
48.08
1.00%
8" HDPE
271
272
18.19
1.00%
8" HDPE
272 1
265
56,56
1.00%
8" HDPE
NOTE: WATER TIGHT JOINTS TO BE USED IN
ALL PIPES SUBJECT TO INUNDATION FROM
BACKWATER FROM THE DETENTION STRUCTURE.
STORM
DRAINAGE LEGEND
JUNCTION BOX
O
(NCDOT STD# 840.31)
a
OUTLET STRUCTURE
(DETENTION & WQ)
CATCH BASIN
(NCDOT STD# 840.02)
z
DROP INLET
s . IN THE SAND FILTER.
(NCDOT STD# 840.04 or 840.14)
i
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Copyright © 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Desiqn Resource Group, PA; and are intended solely for the use of the recipient noted. No tF rd party use or modification is permitted without written authorization.
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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REVISIONS:
1. 10/29/13- PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS AND
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REVISIONS:
1. 10/29/13- PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS AND
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m design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 Wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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m design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 Wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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1. 10/29/13 — PER CITY COMMENTS
2. 12/20/13 — PER CITY COMMENTS
3. 04/23/14 — PER CITY COMMENTS
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REVISIONS:
1. 10/29/13 — PER CITY COMMENTS
2. 12/20/13 — PER CITY COMMENTS
3. 04/23/14 — PER CITY COMMENTS
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GENERAL NOTES:
1. RCP OR HDPE MAY BE SUBSTITUTED FOR CNiP PIPE WITHIN DETENTION SYSTEM ONLY.
2. SHOP DRAWINGS TO BE SUBMITTED TO CITY AND ENGINEER FOR APPROVAL.
3. ALL ELEVATIONS, DIMENSIONS, AND LOCATIO! IS OF RISERS AND INLETS SHALL BE VERIFIED BY THE MANUFACTURER PRIOR TO FABRICATION.
4. IN SITUATIONS WHERE A FINE - GRAINED BACKFILL MATERIAL IS USED ADJACENT TO THE PIPE SYSTEM, ESPECIALLY IN SITUATIONS INVOLVING HIGH
GROUNDWATER TABLES, CONSIDERATION SH0I.JLD BE GIVEN TO THE USE OF GASKETED PIPES. AT A MINIMUM, THE PIPE JOINTS MUST BE WRAPPED
IN A SUITABLE, NON -WOVEN GEOTEXTILE FAIvRIC TO PREVENT INFILTRATION OF FINES AND SEDIMENT INTO THE PIPE SYSTEM.
5. ALL FITTINGS AND REINFORCEMENT SHALL COMPLY WITH ASTM A998.
6. SYSTEM TO BE MADE FROM 72" DIA., 5x1 CERRUGATIONS, ALT2, 14 GA. CMP.
7. MINIMUM COVER FOR PIPE IS 12 ".
8. CONSIDERATIONS FOR CONSTRUCTION EQUIPNi'ENT LOADS MUST BE TAKEN INTO ACCOUNT. BRIDGING DEPTHS WILL NEED TO BE DETAILED BY
MANUFACTURER FOR EQUIPMENT PROPOSED . N VICINITY OF THE UNDERGROUND SYSTEM.
9. PIPE DIMENSIONS ARE TO BE SUBJECT TO MANUFACTURER'S TOLERANCES.
10. RISERS AND STUBS ARE TO BE 2 r X I" 00RRUGAT'ION AND 16 GA, UNLESS OTHERWISE NOTED.
11. RISERS TO BE FIELD TRIMMED TO FINAL GRAEOE.
12. UNDERGROUND SYSTEM AND ACCESSORY CCkiIPONENTS ARE TO BE DESIGNED FOR H2O AND H25 LOADING.
SPECIFICATION FOR CORRUGATED STEEL PIPE ALUMINIZED TYPE 2 STEEL:
THE ALUMINIZED TYPE 2 STEEL COILS SHALL CCtNFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929.
THE CORRUGATED STEEL PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO M -36 OR ASTM A760.
THE PIPE SIZES, GAUGES, AND CORRUGATIONS S.-HALL BE AS SHOWN ON THE PLAN SHEET.
HANDLING AND ASSEMBLY SHALL BE IN ACCORDANCE WITH THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION RECOMMENDATIONS.
INSTALLATION SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II, OR ASTM A798
AND IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS, THE CONTRACTOR SHOULD
DISCUSS AND RESOLVE THIS WITH THE MANUFACTURER AND ENGINEER.
CONTRACTOR IS SOLELY RESPONSIBLE TO FOLLO'Ifii OSHA GUIDELINES FOR SAFETY PRACTICES DURING INSTALLATION
PRE - CONSTRUCTION MEETING
PRIOR TO INSTALLATION OF THE DETENTION SYSTEM, A PRE - CONSTRUCTION MEETING SHALL BE CONDUCTED. THOSE REQUIRED TO ATTEND ARE THE
SUPPLIER OF THE DETENTION SYSTEM, THE GENERAL CONTRACTOR, ANY REQUIRED SUB - CONTRACTOR, AND THE PROJECT ENGINEER.
FOUNDATION /BEDDING PREPARATION
PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE
FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO GRADE WITH A FILL MATERIAL AS
APPROVED BY THE GEO- TECHNICAL ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, 4 INCHES OF A WELL- GRADED GRANULAR
MATERIAL SHALL BE PLACED AS THE BEDDING.
BACKFILL
THE BACKFILL SHALL BE AN Al, A2, OR A3 GRANULAR FILL PER AASHTO M -145 OR A WELL- GRADED GRANULAR FILL AS APPROVED BY THE
GEO- TECHNICAL ENGINEER (ALSO REFER TO MANUFACTURER'S INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8 -INCH LOOSE LIFTS
AND COMPACTED TO 95% AASHTO T99 STANDARD PROCTOR DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL, IT IS IMPORTANT TO MAKE SURE
THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO
MORE THAN A TWO LIFT DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS, THE BACKFILL SHALL BE
ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE.
OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS. REFER TO MANUFACTURER'S SPECIFICATIONS FOR
DETAILS ON MATERIAL REQUIREMENTS.
MINIMUM COVER
THE BACKFILL SHALL BE PLACED TO THE PROPER ELEVATION OVER THE SYSTEM AS OUTLINED IN THE PLANS. MINIMUM COVER FOR LOADING DURING
CONSTRUCTION PERIODS WILL NEED TO BE DETERMINED BY THE MANUFACTURER AFTER CONSULTATION WITH THE GENERAL CONTRACTOR.
a r o
e
a a
a
� o • � a
-t
BOTTOM OF
1 db
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CMP ACCESS RISER SEE
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295 LIF 36" �-
c
CMP ACCESS RISER SEE
t
DETAIL 8/C4.3 TYP.
t
CMP .4NT 0.5% t
✓-
t DETAIL 8/C4.3 TYP. t
WEIR= 653.00
TO SEPERATE CONCRETE
.. ..( x .... s
--- �.- ,- -�-...
FROM CMP RISER
CMP ACCESS RISER
35'X45'X9'
S
m
24"
RCP
BOTTOM ELEV= 653.00
TOP OF STORAGE = 662.00
LB �
t
14,175 CUBIC FEET
i
OUTLET STRUCTURE 'B'
Z
W/ MANHOLE FOR ACCESS
r2 LF 36"
°
ICMP AT 0.5%
r
GENERAL NOTES:
1. RCP OR HDPE MAY BE SUBSTITUTED FOR CNiP PIPE WITHIN DETENTION SYSTEM ONLY.
2. SHOP DRAWINGS TO BE SUBMITTED TO CITY AND ENGINEER FOR APPROVAL.
3. ALL ELEVATIONS, DIMENSIONS, AND LOCATIO! IS OF RISERS AND INLETS SHALL BE VERIFIED BY THE MANUFACTURER PRIOR TO FABRICATION.
4. IN SITUATIONS WHERE A FINE - GRAINED BACKFILL MATERIAL IS USED ADJACENT TO THE PIPE SYSTEM, ESPECIALLY IN SITUATIONS INVOLVING HIGH
GROUNDWATER TABLES, CONSIDERATION SH0I.JLD BE GIVEN TO THE USE OF GASKETED PIPES. AT A MINIMUM, THE PIPE JOINTS MUST BE WRAPPED
IN A SUITABLE, NON -WOVEN GEOTEXTILE FAIvRIC TO PREVENT INFILTRATION OF FINES AND SEDIMENT INTO THE PIPE SYSTEM.
5. ALL FITTINGS AND REINFORCEMENT SHALL COMPLY WITH ASTM A998.
6. SYSTEM TO BE MADE FROM 72" DIA., 5x1 CERRUGATIONS, ALT2, 14 GA. CMP.
7. MINIMUM COVER FOR PIPE IS 12 ".
8. CONSIDERATIONS FOR CONSTRUCTION EQUIPNi'ENT LOADS MUST BE TAKEN INTO ACCOUNT. BRIDGING DEPTHS WILL NEED TO BE DETAILED BY
MANUFACTURER FOR EQUIPMENT PROPOSED . N VICINITY OF THE UNDERGROUND SYSTEM.
9. PIPE DIMENSIONS ARE TO BE SUBJECT TO MANUFACTURER'S TOLERANCES.
10. RISERS AND STUBS ARE TO BE 2 r X I" 00RRUGAT'ION AND 16 GA, UNLESS OTHERWISE NOTED.
11. RISERS TO BE FIELD TRIMMED TO FINAL GRAEOE.
12. UNDERGROUND SYSTEM AND ACCESSORY CCkiIPONENTS ARE TO BE DESIGNED FOR H2O AND H25 LOADING.
SPECIFICATION FOR CORRUGATED STEEL PIPE ALUMINIZED TYPE 2 STEEL:
THE ALUMINIZED TYPE 2 STEEL COILS SHALL CCtNFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929.
THE CORRUGATED STEEL PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO M -36 OR ASTM A760.
THE PIPE SIZES, GAUGES, AND CORRUGATIONS S.-HALL BE AS SHOWN ON THE PLAN SHEET.
HANDLING AND ASSEMBLY SHALL BE IN ACCORDANCE WITH THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION RECOMMENDATIONS.
INSTALLATION SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II, OR ASTM A798
AND IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS, THE CONTRACTOR SHOULD
DISCUSS AND RESOLVE THIS WITH THE MANUFACTURER AND ENGINEER.
CONTRACTOR IS SOLELY RESPONSIBLE TO FOLLO'Ifii OSHA GUIDELINES FOR SAFETY PRACTICES DURING INSTALLATION
PRE - CONSTRUCTION MEETING
PRIOR TO INSTALLATION OF THE DETENTION SYSTEM, A PRE - CONSTRUCTION MEETING SHALL BE CONDUCTED. THOSE REQUIRED TO ATTEND ARE THE
SUPPLIER OF THE DETENTION SYSTEM, THE GENERAL CONTRACTOR, ANY REQUIRED SUB - CONTRACTOR, AND THE PROJECT ENGINEER.
FOUNDATION /BEDDING PREPARATION
PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE
FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO GRADE WITH A FILL MATERIAL AS
APPROVED BY THE GEO- TECHNICAL ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, 4 INCHES OF A WELL- GRADED GRANULAR
MATERIAL SHALL BE PLACED AS THE BEDDING.
BACKFILL
THE BACKFILL SHALL BE AN Al, A2, OR A3 GRANULAR FILL PER AASHTO M -145 OR A WELL- GRADED GRANULAR FILL AS APPROVED BY THE
GEO- TECHNICAL ENGINEER (ALSO REFER TO MANUFACTURER'S INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8 -INCH LOOSE LIFTS
AND COMPACTED TO 95% AASHTO T99 STANDARD PROCTOR DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL, IT IS IMPORTANT TO MAKE SURE
THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO
MORE THAN A TWO LIFT DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS, THE BACKFILL SHALL BE
ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE.
OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS. REFER TO MANUFACTURER'S SPECIFICATIONS FOR
DETAILS ON MATERIAL REQUIREMENTS.
MINIMUM COVER
THE BACKFILL SHALL BE PLACED TO THE PROPER ELEVATION OVER THE SYSTEM AS OUTLINED IN THE PLANS. MINIMUM COVER FOR LOADING DURING
CONSTRUCTION PERIODS WILL NEED TO BE DETERMINED BY THE MANUFACTURER AFTER CONSULTATION WITH THE GENERAL CONTRACTOR.
a r o
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a a
a
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BOTTOM OF
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CMP ACCESS RISER SEE
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t
DETAIL 8/C4.3 TYP.
t
CMP .4NT 0.5% t
✓-
t DETAIL 8/C4.3 TYP. t
WEIR= 653.00
TO SEPERATE CONCRETE
.. ..( x .... s
--- �.- ,- -�-...
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CMP ACCESS RISER
DETAIL
A..._1
t - n I
t
24"
RCP
t
t A
LB �
TOP OF
i62.50
00
VI \11 IVL Jlii \LLIV
PLAN VIEW
SECTION A -A
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657.50
NOT TO SCALE
1/4" x 3 1/4" STAINLESS
STEEL CONCRETE SCREV
(ONE PER CORNER
BYPASS
STRUCTURE WAL
WEIR PLATE SEALED TO
STRUCTURE WALL WITH
HYDRAULIC CEMENT
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PLAN VIEW
vv/ r.J vr-irfur-
653.00
SECTION A -A
TOP OF
STRUCTURE = 662.50
662.00
TOP OF
WEIR= 661.00
4,INSET "Asa,
MANHOLE FOR
t t„
3'
BOTTOM OF
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6
ORIFICE= 656.00
°ACCESS
B
1'
t
t
i
c
t
t
t
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1.3" ORIFICE
✓�''�
FLEXIBLE JOINT MATERIAL
WEIR= 653.00
TO SEPERATE CONCRETE
FROM CMP RISER
CMP ACCESS RISER
DETAIL
A..._1
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t - n I
t
24"
RCP
t
t A
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PLAN VIEW
vv/ r.J vr-irfur-
653.00
SECTION A -A
TOP OF
STRUCTURE = 662.50
662.00
TOP OF
WEIR= 661.00
15
t t„
4 OUTLET STRUCTURE Aj
BOTTOM OF
OUTLET STRUCTURE B STD. NO.
6
ORIFICE= 656.00
COMPACTED m -I 4mm_
SUBGRADE
c
--
3
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1.3" ORIFICE
✓�''�
FLEXIBLE JOINT MATERIAL
WEIR= 653.00
�. OPENING ORIFICE SCREEN
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W/1.3" ORIFICE SEE
INSET "A"
SECTION B -B
NOT TO SCALE
1/4" x 3 1/4" STAINLESF
STEEL CONCRETE SCREV
(ONE PER CORNER
BYPASS
STRUCTURE WAL
WEIR PLATE SEALED TO
STRUCTURE WALL WITH
HYDRAULIC CEMENT
3/16" PLATE
STEEL WEIR
PLATE
INSET "A"
B
MANHOLE FOR
24P" ACCESS
CMP t t
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I t CMP
ml
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ORIFICE 5'
SCREEN SEE
DETAIL 6'
5/C4.3
PLAN VIEW
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W /1" ORIFICE SEE
INSET "A"
NING
WITH 7 "X7" PLATE
W /1" ORIFICE SEE
INSET "A"
SECTION A -A
design resource group
CORPORATE
SEAL
v C -95 Q
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NCBELS ,
'. 41 JQ 0`
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STRUCTURE= 662.37
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WEIR= 661.00 Q
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CMP W I.n = O
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CMP BOTTOM 658.00
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ORIFICE SCREEN Z
SEE DETAIL 5/C4.3 U
NOT TO SCALE
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MATT
" ^ PE STORM DRAIN SIZE
SLOPE PER PLAN
CMP CONNECTION
ER & ADAPTER
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NOT TO SCALE
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ACCESS LADDER
PAVEMENT PER
DETAIL 8/C8.1
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4 OUTLET STRUCTURE Aj
OUTLET STRUCTURE B STD. NO.
6
OUTLET STRUCTURE C
COMPACTED m -I 4mm_
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MATT
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SLOPE PER PLAN
CMP CONNECTION
ER & ADAPTER
IN -PLACE ENCASEMENT
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NOT TO SCALE
7 � FABRICATED CMP CONNECTION [ g
36" CMP
ACCESS RISER
ACCESS LADDER
PAVEMENT PER
DETAIL 8/C8.1
TRAFFIC RATED
MANHOLE
CUT RISER TO
FINAL ELEV. IN
FIELD
4
NOT TO SCALE I
CAST IN PLACE
g RCP TO CMP CONNECTION
[:nnvrinh4 n 9013 nnsinn Resmlrre [Arnim P® Thic nlan nr rirawinn anri anv arrmm�arnrinn rinnlmentc nr ralenlatinna are the mm�erfv of flesinn Resnnrce (�rnlln PA• anri ara infenrlro}i cniroly fnr the uee of the recinienf nnfera Nn third narry nce nr mnriifinatinn is nermitterl withrort written alrfhnri�afinn
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34 67
05�2�11
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AUGUST 2, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
vj
4
REINFORCED CONC. CAP
OR BASE COLLAR /SLAB
COMPACTED m -I 4mm_
SUBGRADE
i
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FLEXIBLE JOINT MATERIAL
TO SEPERATE CONCRETE
FROM CMP RISER
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TRAFFIC RATED
MANHOLE
CUT RISER TO
FINAL ELEV. IN
FIELD
4
NOT TO SCALE I
CAST IN PLACE
g RCP TO CMP CONNECTION
[:nnvrinh4 n 9013 nnsinn Resmlrre [Arnim P® Thic nlan nr rirawinn anri anv arrmm�arnrinn rinnlmentc nr ralenlatinna are the mm�erfv of flesinn Resnnrce (�rnlln PA• anri ara infenrlro}i cniroly fnr the uee of the recinienf nnfera Nn third narry nce nr mnriifinatinn is nermitterl withrort written alrfhnri�afinn
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34 67
05�2�11
�i �'FN�iNEE�•'�u
AUGUST 2, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET

STAGE STORAGE.
ELEVATION
S71
655.5
917
656
1031
656.5
119'
657
1333
657.5
1491
SURFACE AREAS
FILTER MEDIA
1 690 SF
41 [5
71 [8
6
0
0
cV
U
0
Ln
r`
2.0' 0. C.
TOP VIEW
2.0' 0. C.
FRONT VIEW
ORIFICE SCREEN
1/2" DIA. STAINLESS STEEL
1/2" SQUARE OPENING WOVEN
WIRE STAINLESS STEEL MESH
U
0
LO
2.0' 0. C.
SIDE VIEW
TOP OF BERM = 658.00
GRASS SOD
TOP OF BERM = 658.00
SPILLWAY
= 657.50
1 � 3 TOP SOIL � 2 IEMBRANE TO ELEVATION: 655.25
0 MIL PVC MEMBRANE.
TOP OF FILTER MEDIA, SHALL BE ONE PIECE WITH
FILTER FABRIC LAYER TIGHT BOOT FOR THE
ELEVATION 655.50 FILTER MEDIA IN OUTLET
SURFACE AREA = 690 SF
BOTTOM OF FILTER MEDIA, L HIGH WATER TABLE
FILTER FABRIC LAYER ELEVATION: 654.25
ELEVATION = 653.00 s .._.•,. ���, ,: , t ... %;= za : .
PIPE BOOT. SEE
INVERT = 652.23 DET. 9/C4.3 INVERT= 652.06
6" PERFORATED
UNDERDRAIN
0.5% SLOPE
C I SURFACE SAND FILTER SECTION
CONTINUOUS BEAD
OF WATERPROOF
SEALANT
FABRICATED
BOOT AND SKIRT
CONTINUOUS FIELD SEAM
HOLDING PIPE BOOT SKIRT
TO MAIN LINER
PIPE —OUT DIAMETER VARIES
CONTINUOUS 1/2" WIDE
STAINLESS STEEL CLAMP
I i CONTINUOUS STRIP OF NEOPREEN
I (LIVE RUBBER) CUSHION BETWEEN
STAINLESS STEEL CLAMP AND
I LINER
I �
MEMBRANE LINER
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
CORPORATE
SEAL
v 's C -95
sN C -2165
NCBELS
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AUGUST 2, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
g TYPICAL 900 PIPE BOOT
C4.4
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PROJECT #: 409 -001
DRAWN BY: TC
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DETAILS SAND FILTE
AUGUST 2, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
g TYPICAL 900 PIPE BOOT
C4.4
Copyright 0 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. Hp third party use or modification is permitted without written authorization.

--- — -----------
UNDISTURBED NATURAL AREA
T REE SAVE) = 5,917 SC 5 *19'0 9 E 439.731'
20' BMP MAINTENANCE'
AND ACCESS
00
Oil
JUNCTION BOX
W 0
(NCDOT STD# 840.31)
. ...... ............ .... . . . . . .. ..
OUTLET STRUCTURE
Single.-Family
-Z
W
LL,
CATCH BASIN
W
(NCDOT STD# 840.02)
If NO, why?
DROP INLET
(NCDOT STD# 840.04 or 840.14)
10' PCCEI
ROOF DRAIN CONNECTION
(PER MEP PLANS)
--:,, 7
UNDISTURBED NATURAL AREA
•
Site Area (ac):
4.99
Uj
ro-)
DA#1
U
DA#2
15' SDE
1007
Existing Built-upon-area (SF):
0
0•
U
Existing BUA to be removed (SF):
0
Cal•
YI
Z'
ix�
Existing BUA to remain (SF):
0
UNDISTURBED NATURAL AREA:
L.L_
a:
.............
88,504
`NT REF. DR
PG. 828
UD 15'
RY SEWER
7-NT REF. DB
PG. 828
RF
Di I
Rim m ex 0 0 1
INV, 648.8'
r," 1 C
REVEGETATED NATUIRAL AREA I
= 5,546 SF I
S64*53'25"E/ 76.30'
EG
X
- — - - ----- __1111...__..-_ v __ _x
I <
_x_ . . .......
4�w
/M
J65-18'20"W
3 W07;j 10' P6E REF]
UN0141'07�ED NATURAL AREA REF. R in j 04,9 20, �ARIZS
PC. M15, 20, R
(TREE SAVE) 3,114 S FO'S PG
117 p0E
PG
4..7 I� '-MF, REVEGETATED! NATURAL AREA REVEGETATED LTURAL AREA
IN- 641`,,I�)
1,891 SF = 7,808 SF
HEADVWO-1-
. ...... ........ f
F
. .........
............ -1-1.1-.1-11-11 1. . . . ............. I
. ...... . ..
L ..... . ...........
. . ............. . . . ... . .......... 11
NOTE:
PER SECTION 18-175(e) OF CITY CODE AND SECTION 10.0 OF THE
CITY'S POST CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL
REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS
EASEMENTS (PCCEs) MUST BE RECORDED PRIOR TO THE ISSUANCE
OF THE CERTIFICATE OF OCCUPANCY.
%3
PIM 67-1
STORM DRAINAGE LEGEND
Oil
JUNCTION BOX
W 0
(NCDOT STD# 840.31)
. ...... ............ .... . . . . . .. ..
OUTLET STRUCTURE
Single.-Family
(DETENTION & WQ)
Subject to PC C 0? Y/N
CATCH BASIN
GW
(NCDOT STD# 840.02)
If NO, why?
DROP INLET
(NCDOT STD# 840.04 or 840.14)
Watershed:
ROOF DRAIN CONNECTION
(PER MEP PLANS)
--:,, 7
UNDISTURBED NATURAL AREA
•
Site Area (ac):
4.99
REVEGETATED NATURAL AREA
ro-)
DA#1
U
DA#2
15' SDE
1007
Existing Built-upon-area (SF):
0
0•
U
Existing BUA to be removed (SF):
0
Cal•
e
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22
Z'
ix�
Existing BUA to remain (SF):
0
UNDISTURBED NATURAL AREA:
L.L_
a:
Proposed Now BUA (SF):
88,504
(TREE AVE ) = 8,853 SF I
67:6
Ln
1Z
Ln
<
Density (High / Low)
High
•
Total Post-Project BUA for site:
88,504
Development or Redevelopment?
Development
Natural Area Required (ac):
0.873
Natural Area provided, total (ac):
0.881
Undisturbed Treed Natural Area Preserved (ac):
0.512
M
0
Transit Station Area? Y/N
No
Distressed Business District? Y/N
No
Mitigation Type (if applicable)
fs
No
7777-7-7
No
,STORM
WATER
BMP Inset Table
Undergrou d Detention
Project Name-
TI
Sequence I D:
31
N/A
Surface Area (sq. ft.)-.
AP
Drainage Area (acres):
EG
X
- — - - ----- __1111...__..-_ v __ _x
I <
_x_ . . .......
4�w
/M
J65-18'20"W
3 W07;j 10' P6E REF]
UN0141'07�ED NATURAL AREA REF. R in j 04,9 20, �ARIZS
PC. M15, 20, R
(TREE SAVE) 3,114 S FO'S PG
117 p0E
PG
4..7 I� '-MF, REVEGETATED! NATURAL AREA REVEGETATED LTURAL AREA
IN- 641`,,I�)
1,891 SF = 7,808 SF
HEADVWO-1-
. ...... ........ f
F
. .........
............ -1-1.1-.1-11-11 1. . . . ............. I
. ...... . ..
L ..... . ...........
. . ............. . . . ... . .......... 11
NOTE:
PER SECTION 18-175(e) OF CITY CODE AND SECTION 10.0 OF THE
CITY'S POST CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL
REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS
EASEMENTS (PCCEs) MUST BE RECORDED PRIOR TO THE ISSUANCE
OF THE CERTIFICATE OF OCCUPANCY.
%3
PIM 67-1
STORM DRAINAGE LEGEND
JUNCTION BOX
W 0
(NCDOT STD# 840.31)
OUTLET STRUCTURE
Single.-Family
(DETENTION & WQ)
Subject to PC C 0? Y/N
CATCH BASIN
GW
(NCDOT STD# 840.02)
If NO, why?
DROP INLET
(NCDOT STD# 840.04 or 840.14)
Watershed:
ROOF DRAIN CONNECTION
(PER MEP PLANS)
--:,, 7
UNDISTURBED NATURAL AREA
•
Site Area (ac):
4.99
REVEGETATED NATURAL AREA
C L IN 673 79
IN 665.30
REVEGETATED NATURAL
AREA
(TREE SAVE) '815 SF
WV
L.0
<
STOKES AVENUE
U)
IA CAF ii
RIM t
S.
SDN't-
5.13
7�7_7/1 \— RIM 67-3,62
e. 1 ;N. 667.8
r.
7
01 JT 665.47
7
f.
f.
'3z
I. 30" ck,
INV. 1118.17 D ATU L AREA N B ASI N
UNDISTURBED ATU
--- R'IM 672.84
(TREE SAVE) = 3,8 SFI
OUT 669714
1.5
j—FRENC- N,�Afl
I
(Al
10 1
AI L81 IX
15" RCP
MAIU )X V. �0 1 05
RIM 672.84
INV, 6,'71,05
AILB7 SI)MH
RIM 67113.35
It
It <
MANHOLE
J
CATCH BASIN
RIM 6711.:1, Y__
GW
MAXIMUM IMPERVIOUS PER LOT:
<
LOTS 1-12: 3,536 sMiF
LOT 13: 4,740 RIM 7 �71.9
LOT 14: 3,885
LOT 15: 3,500
CATCH BASIN
RIM 67--47
yj
RIM 67`0.24
M
Ox
NATURAL AREA CALCULATIONS:
SITE AREA: 4.99AC
PROP. BUA: 88,504SF=40.7%
REQUIRED NATURAL AREA=38,039SF (17.5% OF SITE AC.)
PROVIDED NATURAL AREA=38,363SF (17.7% OF SITE AC.)
STORM DRAIN EASEMENTS (SDE'S) AND
THE OPERATIONS AND MAINTENANCE
AGREEMENT RECORDED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE POST
CONSTRUCTION CONTROLS ORDINANCE
BOOK: PAGE:
DATE:
PCCO SUMMARY
Original Parcel ID Number(s):
173-091-201173-091-21
Development Type:
Single.-Family
Subject to PC C 0? Y/N
Yes
If NO, why?
Z
Watershed:
Central Catawba
Disturbed Area (ac):
3.12
•
Site Area (ac):
4.99
DA#1
U
DA#2
Total on-site Drainage Area (ac):
1007
Existing Built-upon-area (SF):
0
0•
U
Existing BUA to be removed (SF):
0
Cal•
e
U.]
22
Z'
ix�
Existing BUA to remain (SF):
0
Z
LLI
L.L_
a:
Proposed Now BUA (SF):
88,504
Proposed % BUA:
67:6
Ln
1Z
Ln
<
Density (High / Low)
High
•
Total Post-Project BUA for site:
88,504
Development or Redevelopment?
Development
Natural Area Required (ac):
0.873
Natural Area provided, total (ac):
0.881
Undisturbed Treed Natural Area Preserved (ac):
0.512
Total stream buffer protected on-site (ac):
0
Transit Station Area? Y/N
No
Distressed Business District? Y/N
No
Mitigation Type (if applicable)
Natural Area mitigation? Y/N
No
Buffer Mitigation? Y/N
No
,STORM
WATER
BMP Inset Table
Undergrou d Detention
Project Name-
Channing Hall at Park South
Sequence I D:
N/A
Surface Area (sq. ft.)-.
N/A
Drainage Area (acres):
3.007
Land Use/Development Type:
Single Family
Percent Built-Upon Area:
68%
Maximum Depth (ft.)-
8
Forebay Present (Y/N):
No
Flow Diverters Present (Y/N):
Yes
Regulated By.
PCO
Treatment Effectiveness:
Volume. & Peak Only
NC State Plane X (east�ingy
1447360
NC State Plane Y (northing):
BMP Inset
.Sand
Table
Filter
5112271
STOR
VWER
Project Name-
Channing Hall at Park South
------ --
Sequence ID.
NIA
Drainage Area (acres):
3.007
Land Use/ Deve
Singlei-Farnily
Percent Built-Upon Area:
681
Sediment Chamber Len th ft.:
300' (54"
CMP) &220'(96CMP)
Sediment Chamber Vi/idth (ft.)
3.0` & 45
Sediment Chamber Height ft):
3.0'& 45
Sand Filter Type:
Above Ground
Media Depth (ft.):
25
Flow Diverter Present (Y/N):
Yes
Regulated By-
PCO
Treatment Effectiveness:
85% TSS
NC State Plane X (easting):
1447311
,NC State Plane Y (northing):
512265
m design resource group
■ landscape architecture
■ civil engineering
■ urban design
■ land planning
■ traffic engineering
■ transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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SEAL
C-95
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CONSTRUCTION
DOCUMENTS
34 67
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Copyright @ 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.

BACKFLOW PREVENTION NOTES:
1. INSULATED ENCLOSURE SHALL BE PROVIDED WITH A HEATER TO SUSTAIN A MIN.
TEMP. OF 40'. CONTRACTOR RESPONSIBLE FOR COORDINATING AND HAVING
ELECTRICAL SERVICE BROUGHT TO BACKFLOW PREVENTION DEVICE FOR THE
HEATER.
2. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,
HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER USING
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER
AND ITS CMUD REQUIRED BACKFLOW PREVENTER.
3. EACH CMUD REQUIRED BACKFLOW PREVENTER IS REQUIRED TO BE TESTED BY A
CMUD APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN
SERVICE. SEE CMUD SPECIFICATIONS FOR LIST OF APPROVED CERTIFIED TESTERS.
4. CONTRACTOR SHALL INSTALL TAMPER SWITCHES ON GATE VALVES REDUCED
PRESSURE BACKFLOW ASSEMBLIES THAT SERVE FIRE SPRINKLER SYSTEMS.
5. NO PLASTIC PIPE WITHIN 5 FEET OF EITHER END OF BACKFLOW PREVENTERS.
6. NO PERMANENT INSULATION SHALL BE INSTALLED ON THE BP ASSEMBLY.
7. FIRE DEPARTMENT REQUIRES TAMPER SWITCHES ON BP'S SERVING SPRINKLERS.
SWITCHES TO BE WIRED TO MAIN ALARM PANEL.
UTILITY NOTES
UTILITIES SHOWN HEREON FOR REFERENCE ONLY. ALL ONSITE UTILITIES
(PUBLIC & PRIVATE) SHALL BE CONSTRUCTED PER AGENCY APPROVED
PLANS:
• NCDENR PRIVATE WATER — PERMIT NO. PWP— XXXX —XX
• NCDENR PRIVATE SANITARY SEWER — PERMIT NO. WQOOXXXXX
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVED UTILITY
PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
ALL PROPOSED UTILITIES SHALL BE CONSTRUCTED, INSPECTED, TESTED
AND CERTIFIED IN ACCORDANCE WITH AGENCY SPECIFICATIONS.
GENERAL NOTES:
1. APPLY FOR CMUD TO MAKE SERVICE CONNECTIONS TO EXISTING WATER AND
SEWER MAINS THRGiJGH THE NEW SERVICES SECTION. THE DEVELOPERS
CONTRACTOR IS NOT AUTHORIZED TO MAKE THE WATER AND SEWER SERVICE
CONNECTIONS.
LEGEL
4' PRECAST MANHOLE
SANITARY SEWER CLEANOUT
BACKWATER VALVE — SEE PLUMBING PLANS
8" PVC SANITARY SEWER (SDR 35)
TRENCH RESURFACING
FIRE DEPARTMENT CONNECTION (FDC)
WATER PRESSURE REDUCER
THRUST BLOCKING
WATER GATE VALVE
WATER MAIN AND SERVICES
RIGHT —OF —WAY
SETBACK
EXISTIN „G GAS LINE
PROPOSED FIRE HYDRANT
_ I �
I
EX. 8” WATER
CMUD JOB# UNKNOWN
i
1" IRRIGATION METER
1" REDUCED PRESSURE BACKFLOW
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NOTE:
( ) — DENOTES ELEVATION
TAKEN FROM FIELD SURVEY
NOTE:
PVC SEWER PIPE SHALL BE
SDR 35.
NOTE:
PVC WATERLINE LESS THAN 4"
SHALL BE SDR 21, CLASS 200
PSI.
NOTE:
PVC WATERLINE 4" OR GREATER
SHALL BE C900, CLASS 200 PSI,
EXCEPT AT BACKFLOW PREVENTERS.
EX. FIRE HYDRANT #1 FLOW DATA
EX HYDRANT: 1 HYDRANT NUMBER: 045509
HYDRANT LOCATION: STOKES AVENUE
DATE REPORT # STAT. RSDL. DSCHG @20psi
08/12/13 NP 84 74 1321 3600
NP: NOT PROVIDE ON REPORT
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design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
•CORPORATE°
SEAL
v 's C -95 Q
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,
NOTE:
( ) — DENOTES ELEVATION
TAKEN FROM FIELD SURVEY
NOTE:
PVC SEWER PIPE SHALL BE
SDR 35.
NOTE:
PVC WATERLINE LESS THAN 4"
SHALL BE SDR 21, CLASS 200
PSI.
NOTE:
PVC WATERLINE 4" OR GREATER
SHALL BE C900, CLASS 200 PSI,
EXCEPT AT BACKFLOW PREVENTERS.
EX. FIRE HYDRANT #1 FLOW DATA
EX HYDRANT: 1 HYDRANT NUMBER: 045509
HYDRANT LOCATION: STOKES AVENUE
DATE REPORT # STAT. RSDL. DSCHG @20psi
08/12/13 NP 84 74 1321 3600
NP: NOT PROVIDE ON REPORT
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Copyright O 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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REVISIONS:
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2. 12/20/13 — PER CITY COMMENTS
3. 04/23/14 — PER CITY COMMENTS
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PROJECT #: 409 -001
DRAWN BY: TC
CHECKED BY: MM
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 — PER CITY COMMENTS
2. 12/20/13 — PER CITY COMMENTS
3. 04/23/14 — PER CITY COMMENTS
AND PUBLIC STREET

GENERAL NOTES:
1. MINIMUM TREE SIZE AT PLANTING IS 2 -INCH CALIPER (FOR SINGLE STEM TREES). TREES MUST MEET ANSI
STANDARDS AND HAVE SINGLE LEADER ALL THE WAY TO THE TOP. ALL MULTI -STEM PLANTS MUST BE TREE
FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL. MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8
FEET TALL. MITIGATION TREES ARE 3 -3 1/2" CAL.
2. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR
TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
3. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE
COMPACTED SOIL AND ADD 24" NEW TOPSOIL, OR TILL AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET
TOPSOIL /PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER
TREE).
4. LARGE MATURING TREES MUST BE A MINIMUM 25 TO 30 FEET FROM THE OVER -EAD DISTRIBUTION OR
TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL L IBAN FORESTER TO RESOLVE
BEFORE PLANTING.
5. A MINIMUM OF FIFTY (50) PERCENT OF NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH MORE THAN
TWENTY (20) TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE SPECIES PURS.ANT TO THE TREE ORDINANCE
GUIDELINES.
6. SITE LIGHTING MUST BE A MINIMUM THIRTY (30) FEET AWAY FROM A TREE. IF PEDESTRIAN SCALE LIGHTING
IS BEING USED, THEN LIGHTING MUST BE A MINIMUM OF FIFTEEN (15) FEET AW�' -:Y FROM A TREE, UNLESS
APPROVED OTHERWISE BY THE CITY. SHOW SITE LIGHTING PLAN. NO LIGHT POLES IN TREE ISLANDS.
7. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15' FROM ALL UNDERGROUND
UTILITIES (GAS, WATER, PHONE, AND ELECTRICAL LINES.)
8. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED IN ACCORDANCE WITH THE APPROVED PLAN ON A FINAL
PLAT AT THE REGISTER OF DEEDS OFFICE BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED.
9. ALL PARKING LOCATED WITHIN 40 FEET OF A TREE.
10. UNLESS APPROVED BY URBAN FORESTRY STAFF ALL REQUIRED TREES MUST HAVE SINGLE STEM TRUNKS WITH
NO CO- DOMINANT TRUNKS OR BRANCHES. TREE TRUNKS SHALL BE STRAIGHT I'; FORM AND FREE OF DAMAGE
OR CRACKS, PRUNING SHALL BE CALLUSED OVER. BRANCH LENGTH SHALL BE _YPICAL FOR THE TREES AGE
AND NOT BE BROKEN, DISEASED, OR INJURED. ROOT FLARE SHALL BE LOCATED AT GRADE AND BE FREE OF
ADVENTITIOUS ROOT GROWTH
11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. HEIGHT AND WITH SIZES SHALL BE MET
REGARDLESS OF CONTAINER OR CONDITION SHOWN.
12. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET BY THE U.S.D.A. STANDARD FOR
NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., WASHINGTON, D.C.
13. CONTRACTOR TO REVIEW PLANT SELECTION WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION AND DURING
PROPOSAL PREPARATION FOR QUALITY CONTROL AND VALUE ENGINEERING.
14. LANDSCAPE CONTRACTOR SHALL VERIFY UTILITY AND STORM DRAINAGE LOCATION IN THE FIELD, PRIOR TO
BEGINNING CONSTRUCTION.
15. ANY CONFLICT BETWEEN TREES AND UTILITIES SHALL BE RESOLVED IN THE FIELD WITH FINAL TREE LOCATIONS
APPROVED BY THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT.
16. PLEASE CALL 704.336.4330 FOR AN INSPECTION OF TREE PROTECTION AND/ OR TREE PLANTING AREAS, 7
TO 10 DAYS BEFORE THE TEMPORARY OR FINAL CERTIFICATE OF OCCUPANCY IS NEEDED.
17. ATTENTION CONTRACTOR /LANDSCAPER: IT IS THE RESPONSIBILITY OF THE CONTRACTOR /LANDSCAPER TO
NOTIFY THE URBAN FORESTER OF ANY SITE CONFLICTS THAT AFFECT TREE SPECIES OR LOCATIONS PRIOR TO
PLANTING TREES. CALL 704.336.4330 OR THE URBAN FORESTER NAMED ON Tr!E APPROVED PLAN FOR ANY
CONFLICTS REGARDING SIGHT, SIGNS, OVERHEAD POWERLINES OR OTHER UTILITIES.
18. VIOLATIONS OF TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES AND/ OR IMMEDIATE CORRECTIVE
ACTION/ MITIGATION.
19. MULCH ALL PLANTING BEDS WITH 4" OF PINE BARK MULCH.
20. APPLY PRE - EMERGENT HERBICIDE TO PLANTING BEDS PRIOR TO MULCHING.
21. SEED ALL DISTURBED AREAS EXCEPT PLANTING BEDS AS NOTED.
22. ALL PLANT BEDS AND LAWN AREAS SHALL HAVE 2" - 4" TRENCH EDGE.
23. NO LIGHT POLES WITHIN 15' FOR PEDESTRIAN SCALE LIGHTING AND 30' FOR CCVIMERCIAL LIGHTING OR IN THE
SAME ISLAND WITH TREES.
24. ALL EXISTING TREES TO BE PRESERVED IN BUFFER LOCATIONS ARE TO MEET BLFFER REQUIREMENTS OF THE
MECKLENBURG COUNTY ORDINANCE. THESE TREES NEED TO BE FIELD VERIFIED WITH INSPECTOR.
TOPSOIL f PLANTING MIX REQUIREMENTS
1. EXISTING COMPACTED SOIL MUST BE REMOVED AND REPLACEID WITH 24" OF
TOPSOIL / PLANTING MIX - OR - EXISTING SOIL MAY BE UP.IICOMPACTED TO A
DEPTH OF 24" AND AMENDED TO MEET TOPSOIL STANDARDS, FOR THE ENTIRE
PLANTING AREA.
2. SOIL IN ALL PLANTING STRIPS OR ISLANDS, WHETHER EXISTIN'.G OR NEW (ON NEW
OR RENOVATED SITES), MUST MEET THE MINIMUM TOPSOIL /Pi- ANTING MIX
SPECIFICATIONS. SOIL AMENDMENTS OR FRESH TOPSOIL / PLANTING MIX AREA
OFTEN NEEDED FOR PLANTING AREAS AT SITES WHERE ORIGIi'NAL TOPSOIL IS OF
POOR QUALITY, HEAVILY COMPACTED OR WHERE TOPSOIL HAS BEEN COMPLETELY
REMOVED DURING GRADING.
3. TOPSOIL / PLANTING MIX SHOULD BE NATURAL, FERTILE, AGRICULTURAL SOIL
CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHOULD BE UNIFORM
COMPOSITION THROUGHOUT, WITH ADMIXTURE OF SUBSOIL. IT SHOULD BE FREE OF
STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS AN, ,D OTHER
EXTRANEOUS MATTER. TOPSOIL SHOULD NOT BE USED WHILE: IN A FROZEN OR
MUDDY CONDITION.
4. TOPSOIL / PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF7 PH 5.5 -7.0 AND
THE FOLLOWING COMPOSITION:
CLAY (RED CLAY, WELL PULVERIZED) MINIMUM 10 7.;
MAXIMUM 35%
COMPOST* / ORGANIC MINIMUM 5 %;
MAXIMUM 10%
SILT MINIMUM 30 %;
MAXIMUM 50%
COARSE SAND (FREE OF ROCKS, 0.5 TO 1.0 MM F) MINIMUM 307.;
MAXIMUM 45%
*ORGANIC MATERIAL SUCH AS SAWDUST OR LEAF MOL ;D THAT HAS
COMPLETED THE DECOMPOSITION PROCESS
STREET TREE REQUIREMENTS
LINEAR FEET OF ROAD FRONTAGE
STREET: PRIVATE ST A = 855 LF
REQUIRED: (44) LARGE MATURING TREES
PROVIDED: (42) LARGE MATURING TREES BASED ON 40' ON CENTER, EASEMENTS AND DRIVEWAYS
(3) SMALL MATURING TREES (LOCATED ON UNDERGROUND DETENTION AREA)
STREET: PARK SOUTH DRIVE = 208 LF
REQUIRED: (6) LARGE MATURING TREES
PROVIDED: (5) LARGE MATURING TREES BASED ON 4•'' ON CENTER AND SITE ENTRY DRIVE
PLANTINGS PER CLASS C BUFFER REQUIREMENTS
382 LINEAR FEET OF BUFFER - 6 TREES/ 20 SHRUBS PER 100 LINEAR FEET=
23 TREES REQUIRED, 76 SHRUBS REQUIRED
LARGE MATURING DECIDUOUS TREES (MIN. 40% REQUIRED)
NUMBER PROVIDED: 9 LACEBARK ELM (40% PROVIDED)
2" CALIPER (MEASURED 6" ABOVE GROUND)(2" CALIPER MIN.)
SMALL MATURING DECIDUOUS TREES
NUMBER PROVIDED: 5 REDBUD
2" CALIPER (MEASURED 6" ABOVE GROUND)(2" CALIPER MIN.)
EVERGREEN TREES (MIN. 25% REQUIRED)
NUMBER PROVIDED: 9 NELLIE STEVENS HOLLY (40% PROVIDED)
EVERGREEN SHRUBS (MIN. 75% REQUIRED) (100% PROVIDED)
REQUIRED: 382 LF = 76 REQUIRED (77 TOTAL PROVIDED)
NUMBER PROVIDED: 43 DWARF BURFORD HOLLY
35 LOROPETALUM
SIZE AT PLANTING: (2' MIN. W/ AVG. HEIGHT OF 3 -4' W /IN 4 YEARS)
SHRUBS IN EXISTING TREE SAVE AREAS (835' LINEAR FEET)
EVERGREEN SHRUBS (MIN. 75% REQUIRED) (100% PROVIDED)
REQUIRED: 805 LF = 161 REQUIRED (161 TOTAL PROVIDED)
NUMBER PROVIDED: 75 DWARF BURFORD HOLLY
86 LOROPETALUM
SIZE AT PLANTING: (2' -6" MIN. W/ AVG. HEIGHT OF 5 -6' W /IN 4 YEARS)
PLANTINGS PER CLASS C BUFFER REQUIREMENTS NOTES
TREES TO BE 2" cal. 40% LARGE MATURING, 25% EVERGREEN.
SHRUBS TO BE 30" TALL , 30" SPREAD EVERGREEN, 5' O.C. MIN,
EXISTING VEGETATION MAY BE USED TO MEET TREE BUFFER REQUIREMENT IF APPROVED ON SITE
BY THE ZONING INSPECTOR. SHRUB REQUIREMENTS TO BE PLANTED.
REQUIRED TREE SCHEDULE
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TOPSOIL f PLANTING MIX REQUIREMENTS
1. EXISTING COMPACTED SOIL MUST BE REMOVED AND REPLACEID WITH 24" OF
TOPSOIL / PLANTING MIX - OR - EXISTING SOIL MAY BE UP.IICOMPACTED TO A
DEPTH OF 24" AND AMENDED TO MEET TOPSOIL STANDARDS, FOR THE ENTIRE
PLANTING AREA.
2. SOIL IN ALL PLANTING STRIPS OR ISLANDS, WHETHER EXISTIN'.G OR NEW (ON NEW
OR RENOVATED SITES), MUST MEET THE MINIMUM TOPSOIL /Pi- ANTING MIX
SPECIFICATIONS. SOIL AMENDMENTS OR FRESH TOPSOIL / PLANTING MIX AREA
OFTEN NEEDED FOR PLANTING AREAS AT SITES WHERE ORIGIi'NAL TOPSOIL IS OF
POOR QUALITY, HEAVILY COMPACTED OR WHERE TOPSOIL HAS BEEN COMPLETELY
REMOVED DURING GRADING.
3. TOPSOIL / PLANTING MIX SHOULD BE NATURAL, FERTILE, AGRICULTURAL SOIL
CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHOULD BE UNIFORM
COMPOSITION THROUGHOUT, WITH ADMIXTURE OF SUBSOIL. IT SHOULD BE FREE OF
STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS AN, ,D OTHER
EXTRANEOUS MATTER. TOPSOIL SHOULD NOT BE USED WHILE: IN A FROZEN OR
MUDDY CONDITION.
4. TOPSOIL / PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF7 PH 5.5 -7.0 AND
THE FOLLOWING COMPOSITION:
CLAY (RED CLAY, WELL PULVERIZED) MINIMUM 10 7.;
MAXIMUM 35%
COMPOST* / ORGANIC MINIMUM 5 %;
MAXIMUM 10%
SILT MINIMUM 30 %;
MAXIMUM 50%
COARSE SAND (FREE OF ROCKS, 0.5 TO 1.0 MM F) MINIMUM 307.;
MAXIMUM 45%
*ORGANIC MATERIAL SUCH AS SAWDUST OR LEAF MOL ;D THAT HAS
COMPLETED THE DECOMPOSITION PROCESS
STREET TREE REQUIREMENTS
LINEAR FEET OF ROAD FRONTAGE
STREET: PRIVATE ST A = 855 LF
REQUIRED: (44) LARGE MATURING TREES
PROVIDED: (42) LARGE MATURING TREES BASED ON 40' ON CENTER, EASEMENTS AND DRIVEWAYS
(3) SMALL MATURING TREES (LOCATED ON UNDERGROUND DETENTION AREA)
STREET: PARK SOUTH DRIVE = 208 LF
REQUIRED: (6) LARGE MATURING TREES
PROVIDED: (5) LARGE MATURING TREES BASED ON 4•'' ON CENTER AND SITE ENTRY DRIVE
PLANTINGS PER CLASS C BUFFER REQUIREMENTS
382 LINEAR FEET OF BUFFER - 6 TREES/ 20 SHRUBS PER 100 LINEAR FEET=
23 TREES REQUIRED, 76 SHRUBS REQUIRED
LARGE MATURING DECIDUOUS TREES (MIN. 40% REQUIRED)
NUMBER PROVIDED: 9 LACEBARK ELM (40% PROVIDED)
2" CALIPER (MEASURED 6" ABOVE GROUND)(2" CALIPER MIN.)
SMALL MATURING DECIDUOUS TREES
NUMBER PROVIDED: 5 REDBUD
2" CALIPER (MEASURED 6" ABOVE GROUND)(2" CALIPER MIN.)
EVERGREEN TREES (MIN. 25% REQUIRED)
NUMBER PROVIDED: 9 NELLIE STEVENS HOLLY (40% PROVIDED)
EVERGREEN SHRUBS (MIN. 75% REQUIRED) (100% PROVIDED)
REQUIRED: 382 LF = 76 REQUIRED (77 TOTAL PROVIDED)
NUMBER PROVIDED: 43 DWARF BURFORD HOLLY
35 LOROPETALUM
SIZE AT PLANTING: (2' MIN. W/ AVG. HEIGHT OF 3 -4' W /IN 4 YEARS)
SHRUBS IN EXISTING TREE SAVE AREAS (835' LINEAR FEET)
EVERGREEN SHRUBS (MIN. 75% REQUIRED) (100% PROVIDED)
REQUIRED: 805 LF = 161 REQUIRED (161 TOTAL PROVIDED)
NUMBER PROVIDED: 75 DWARF BURFORD HOLLY
86 LOROPETALUM
SIZE AT PLANTING: (2' -6" MIN. W/ AVG. HEIGHT OF 5 -6' W /IN 4 YEARS)
PLANTINGS PER CLASS C BUFFER REQUIREMENTS NOTES
TREES TO BE 2" cal. 40% LARGE MATURING, 25% EVERGREEN.
SHRUBS TO BE 30" TALL , 30" SPREAD EVERGREEN, 5' O.C. MIN,
EXISTING VEGETATION MAY BE USED TO MEET TREE BUFFER REQUIREMENT IF APPROVED ON SITE
BY THE ZONING INSPECTOR. SHRUB REQUIREMENTS TO BE PLANTED.
REQUIRED TREE SCHEDULE
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IC 123 ILEX CORNUTA 'BURFORDII NANA' DWARF BURFORD HOLLY 30" MIN.30" MIN BUFFER PLANTING SHRUB, HT OF 5 -6 WIN 4 YEARS
LC 121 LOROPETALUM CHINENSE 'BURGUNDY'BURGUNDY LOROPETALUM 30" MIN 30" MIN BUFFER PLANTING SHRUB, HT OF 5 -6 WIN 4 YEARS
40' (TYP.)
QP (TYP.)
STREET TREE (TYP.)
ND OAK RD
VICINITY MAP
not t0 scale
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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II PUBLIC STREET
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Copyright © 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
REQUIRED S
SHRUB SCHEDULE
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TREE SAVE
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TREE SAVE REQUIRED: 10% OF SITE: 4.99 ACRES X 10% = 0.4:.19 ACRES
TREE SAVE PROVIDED: 21,783 SF, 10% (5.0 ACRES)
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IC 123 ILEX CORNUTA 'BURFORDII NANA' DWARF BURFORD HOLLY 30" MIN.30" MIN BUFFER PLANTING SHRUB, HT OF 5 -6 WIN 4 YEARS
LC 121 LOROPETALUM CHINENSE 'BURGUNDY'BURGUNDY LOROPETALUM 30" MIN 30" MIN BUFFER PLANTING SHRUB, HT OF 5 -6 WIN 4 YEARS
40' (TYP.)
QP (TYP.)
STREET TREE (TYP.)
ND OAK RD
VICINITY MAP
not t0 scale
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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3. 04/23/14 - PER CITY COMMENTS AND
II PUBLIC STREET
I
C6 n
Copyright © 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
REQUIRED S
SHRUB SCHEDULE
TREE SAVE
TREE SAVE REQUIRED: 10% OF SITE: 4.99 ACRES X 10% = 0.4:.19 ACRES
TREE SAVE PROVIDED: 21,783 SF, 10% (5.0 ACRES)
NOTE:
TREE SAVE AREA N
ALL STREET TREES TO BE 3" MINIMUM CALIPER
SCIENTIFICNAME COMMONNAME 'HT. ° � SPD. I NOTE
IC 123 ILEX CORNUTA 'BURFORDII NANA' DWARF BURFORD HOLLY 30" MIN.30" MIN BUFFER PLANTING SHRUB, HT OF 5 -6 WIN 4 YEARS
LC 121 LOROPETALUM CHINENSE 'BURGUNDY'BURGUNDY LOROPETALUM 30" MIN 30" MIN BUFFER PLANTING SHRUB, HT OF 5 -6 WIN 4 YEARS
40' (TYP.)
QP (TYP.)
STREET TREE (TYP.)
ND OAK RD
VICINITY MAP
not t0 scale
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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REVISIONS:
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I
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Copyright © 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
40' (TYP.)
QP (TYP.)
STREET TREE (TYP.)
ND OAK RD
VICINITY MAP
not t0 scale
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
ao`eeeeeeC octNo'',,i
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REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS AND
II PUBLIC STREET
I
C6 n
Copyright © 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.

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design resource group
• landscape architecture
• civil engineering
■ urban design
• land planning
• traffic engineering
■ transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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11
design resource group
• landscape architecture
• civil engineering
■ urban design
• land planning
• traffic engineering
■ transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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11
design resource group
• landscape architecture
• civil engineering
■ urban design
• land planning
• traffic engineering
■ transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 Wilkinson boulevard, suite 200
charlotte nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 Wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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m design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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DOCUMENTS
E A34267
����ii�EW
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IIII
•
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET

TRAFFIC CONTROL NOTES:
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
ENGINEER.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
OR DIRECTED BY THE ENGINEER.
LANE AND SHOULDER CLOSURE REQUIREMENTS
A) ALL WORK TO BE PERFORMED BETWEEN THE HOURS OF 1OPM AND 4AM DURING
THE DAYS OF MONDAY THROUGH FRIDAY.
B) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
C) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
D) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.
WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN
TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.
E) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO
THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED
BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND /OR
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
F) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
WITH GUARDRAIL OR BARRIER.
G) DO NOT INSTALL MORE THAN 2 SIMULTANEOUS LANE CLOSURES IN
ANY ONE DIRECTION ON Providence Road or Queens Road. FOR SPECIAL CASES
A SINGLE LANE CLOSURE MAY BE ALLOWED WITH APPROVAL FROM CDOT /NCDOT
DURING THE HOURS OF 9AM -4PM.
H) PROVIDE TRAFFIC CONTROL FOR APPROPRIATE LANE CLOSURES FOR SURVEYING
DONE BY THE DEPARTMENT.
PAVEMENT EDGE DROP OFF REQUIREMENTS
I
1
}
I
i
ROAD I -�
WORK
AHEAD
W20 -1
48 x 48
a
ROAD
WORK
AHEAD
W20 -1
48 x 48
1) BA-0 KFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
EDGE OF PAVEMENT DROP -OFF AS FOLLOWS:
E,ACKFILL DROP -OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER,
E'A'CKFILL DROP -OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS LESS THAN 45 MPH.
E!,'.CKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
D`IGINEER, AT NO EXPENSE TO THE DEPARTMENT.
J) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES
CF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING
NEVEN LANES" SIGNS (W8 -11) 200ft IN ADVANCE AND A MINIMUM
CIF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
TRAFFIC PATTERN ALTERATIONS
K) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATION.
SIGNING
L) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
(�) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
M) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE
ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
N) C' -OVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED
TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION.
COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF -SITE
DETOUR WHEN THE DETOUR IS NOT IN OPERATION.
0) E'sSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
- =AFFIC PATTERN.
P) lhSTALL BLACK ON ORANGE "DIP" SIGNS (W8 -2) AND /OR "BUMP" SIGNS
(#6 -1) IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE
E?IGINEER WITH THE APPROVAL OF CDOT /NCDOT.
TRAFFIC CONTROL DEVICES
Q) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER IN FEET THAN TWICE
-E POSTED SPEED LIMIT (MPH), EXCEPT 10 FT ON- CENTER IN RADII, AND 3 FT
CIFF THE EDGE OF AN OPEN TRAVELWAY WHEN LANE CLOSURES ARE NOT
II'i EFFECT. WHEN SKINNY DRUMS ARE ALLOWED REFER TO SECTION 1180
CIF STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES OR AS SHOWN
IN` THE PLANS.
R) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES DRUMS
P."cRPENDICULAR TO THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN
UNOPENED LANES ARE CLOSED TO TRAFFIC.
I
F
I
100' < i
1� I
R4 -7
4 x 30
- sf�r, »,SI f1A[] AAA
t--
20
I
ROAD I ROAD
WORK NARROWS
AHEAD
W20 -1 W5 -1
48x48 36x36
...__._._._._..,..... WV
PAVEMENT MARKINGS AND MARKERS
S) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS
ON INTERIM LAYERS OF PAVEIi:1fENT AS FOLLOWS:
ROAD NAME MARKING MARKER
ALL ROADS - ALL MARKINGS
T) DEVELOPER WILL INSTALL PAVEI !'ENT MARKINGS AND PAVEMENT MARKERS ON
THE FINAL SURFACE.
U) PLACE ONE APPLICATION OF FAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A
SECOND APPLICATION OF PAIM7 SIX (6) MONTHS AFTER THE INITIAL
APPLICATION AND EVERY SIX 4ONTHS AS DIRECTED BY THE ENGINEER. BASED ON
WEATHER CONDITIONS, A SECOND APPLICATION OF THERMOPLASTIC AND RAISED
PAVEMENT MARKERS WILL BE !REQUIRED WHEN THE WEATHER PERMITS.
V) TIE PROPOSED PAVEMENT MAF;KING LINES TO EXISTING PAVEMENT MARKING
LINES.
W) REMOVE /REPLACE ANY CONFLICTING /DAMAGED PAVEMENT MARKINGS AND
MARKERS BY THE END OF EAH DAY'S OPERATION.
MISCELLANEOUS
X) LAW ENFORCEMENT SHALL BE :USED TO MAINTAIN TRAFFIC THROUGH THE WORK AREA
AND /ORINTERSECTIONS AS DIRECTED BY CDOT /NCDOT.
Y) IN THE EVENT A TIE -IN CANN DT BE MADE IN ONE DAY'S TIME, BRING THE
TIE -IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY
THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8 -7)
AND BLACK ON ORANGE "PAVEMENT ENDS" SIGNS (W8 -3) 10OFT AND
20OFT RESPECTIVELY IN ADVk ICE OF THE UNEVEN AREAS. USE DRUMS
TO DELINEATE THE EDGE OF P:30ADWAY ALONG UNPAVED AREAS.
Z) ALL WHEELCHAIR RAMP LOCATRONS SHALL BE DERIVED FROM STATIONING
SHOWN ON PAVEMENT MARKING`; PLANS OR AS DIRECTED BY THE ENGINEER
IN COORDINATION WITH THE 53NING AND DELINEATION UNIT.
AA) CONTRACTOR SHALL MAINTAIN. SIDEWALK ACCESS AT ALL TIMES AS STATED IN
THE PHASING. CONTRACTOR Si -1ALL BE RESPONSIBLE TO PROVIDE TEMPORARY
SIDEWALKS (CONCRETE, ASPHA? LT, OR OTHER SUITABLE MATERIAL AS APPROVED
BY THE ENGINEER) AT ALL LCCATIONS WHERE THE OPEN PEDESTRIAN TRAVELWAY
HAS BEEN REMOVED FOR CONSTRUCTION OPERATIONS (UTILITIES, DRAINAGE, ETC.).
BB) CONTRACTOR SHALL CONTACT CDOT FOR TRAFFIC SIGNAL ADJUSTMENTS AS LANES SHIFT
AND TRAFFIC PATTERNS ARE ALTERED.
t•s
x
e..
N_
R4 -7
24 x 30 50'
DIAGRAM 9
TWO -WAY, ONE -LANE TRAFFIC
(FLAGGER CONTROL)
'7V SEE NOTE a3 LEGEND
NOTES:
i' I. RurrER SHAL1. EATENG ? CGN s 10At1A15
BACK TO THE BEGINNING OF THE CURVE
OR HILL TO FROVIPE AD£OUAT E SIGHT SIGNS
DISTANCE FOR APPROACHING TRAFFIC. .
SPA,G NO � 55 M.P.H.. OR LESS WORK AREA
(SPAC€NO) ABOVE 35 M.RA 1.
y ON LOW VOLUME, RESIDENTIAL STREETS
WHERE THERE IS ADEQUATE_ VISMILITY A FLAGGER
SINGLE FLAGGER POS ITIONED AS SHOWN
MAY -
MAY BE ACCF.PTAOLE.
4. IF WORK ZONE. 13 WITHIN50' . .
OFFAN INTERSECTION 8FE.
DIAGRAM 10 OR DIAGRAM 11.
I
50'
L
200'
20'
TYP.
sa
y%
It
11
E y ,.
LEGEND
DRUMS
TC SIGNAGE
()
�—
1
O
O
N
N
�
a
ROAD
WORK
AHEAD
W20 -1
48 x 48
1) BA-0 KFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
EDGE OF PAVEMENT DROP -OFF AS FOLLOWS:
E,ACKFILL DROP -OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER,
E'A'CKFILL DROP -OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS LESS THAN 45 MPH.
E!,'.CKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
D`IGINEER, AT NO EXPENSE TO THE DEPARTMENT.
J) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES
CF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING
NEVEN LANES" SIGNS (W8 -11) 200ft IN ADVANCE AND A MINIMUM
CIF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
TRAFFIC PATTERN ALTERATIONS
K) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATION.
SIGNING
L) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
(�) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
M) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE
ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
N) C' -OVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED
TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION.
COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF -SITE
DETOUR WHEN THE DETOUR IS NOT IN OPERATION.
0) E'sSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
- =AFFIC PATTERN.
P) lhSTALL BLACK ON ORANGE "DIP" SIGNS (W8 -2) AND /OR "BUMP" SIGNS
(#6 -1) IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE
E?IGINEER WITH THE APPROVAL OF CDOT /NCDOT.
TRAFFIC CONTROL DEVICES
Q) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER IN FEET THAN TWICE
-E POSTED SPEED LIMIT (MPH), EXCEPT 10 FT ON- CENTER IN RADII, AND 3 FT
CIFF THE EDGE OF AN OPEN TRAVELWAY WHEN LANE CLOSURES ARE NOT
II'i EFFECT. WHEN SKINNY DRUMS ARE ALLOWED REFER TO SECTION 1180
CIF STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES OR AS SHOWN
IN` THE PLANS.
R) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES DRUMS
P."cRPENDICULAR TO THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN
UNOPENED LANES ARE CLOSED TO TRAFFIC.
I
F
I
100' < i
1� I
R4 -7
4 x 30
- sf�r, »,SI f1A[] AAA
t--
20
I
ROAD I ROAD
WORK NARROWS
AHEAD
W20 -1 W5 -1
48x48 36x36
...__._._._._..,..... WV
PAVEMENT MARKINGS AND MARKERS
S) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS
ON INTERIM LAYERS OF PAVEIi:1fENT AS FOLLOWS:
ROAD NAME MARKING MARKER
ALL ROADS - ALL MARKINGS
T) DEVELOPER WILL INSTALL PAVEI !'ENT MARKINGS AND PAVEMENT MARKERS ON
THE FINAL SURFACE.
U) PLACE ONE APPLICATION OF FAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A
SECOND APPLICATION OF PAIM7 SIX (6) MONTHS AFTER THE INITIAL
APPLICATION AND EVERY SIX 4ONTHS AS DIRECTED BY THE ENGINEER. BASED ON
WEATHER CONDITIONS, A SECOND APPLICATION OF THERMOPLASTIC AND RAISED
PAVEMENT MARKERS WILL BE !REQUIRED WHEN THE WEATHER PERMITS.
V) TIE PROPOSED PAVEMENT MAF;KING LINES TO EXISTING PAVEMENT MARKING
LINES.
W) REMOVE /REPLACE ANY CONFLICTING /DAMAGED PAVEMENT MARKINGS AND
MARKERS BY THE END OF EAH DAY'S OPERATION.
MISCELLANEOUS
X) LAW ENFORCEMENT SHALL BE :USED TO MAINTAIN TRAFFIC THROUGH THE WORK AREA
AND /ORINTERSECTIONS AS DIRECTED BY CDOT /NCDOT.
Y) IN THE EVENT A TIE -IN CANN DT BE MADE IN ONE DAY'S TIME, BRING THE
TIE -IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY
THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8 -7)
AND BLACK ON ORANGE "PAVEMENT ENDS" SIGNS (W8 -3) 10OFT AND
20OFT RESPECTIVELY IN ADVk ICE OF THE UNEVEN AREAS. USE DRUMS
TO DELINEATE THE EDGE OF P:30ADWAY ALONG UNPAVED AREAS.
Z) ALL WHEELCHAIR RAMP LOCATRONS SHALL BE DERIVED FROM STATIONING
SHOWN ON PAVEMENT MARKING`; PLANS OR AS DIRECTED BY THE ENGINEER
IN COORDINATION WITH THE 53NING AND DELINEATION UNIT.
AA) CONTRACTOR SHALL MAINTAIN. SIDEWALK ACCESS AT ALL TIMES AS STATED IN
THE PHASING. CONTRACTOR Si -1ALL BE RESPONSIBLE TO PROVIDE TEMPORARY
SIDEWALKS (CONCRETE, ASPHA? LT, OR OTHER SUITABLE MATERIAL AS APPROVED
BY THE ENGINEER) AT ALL LCCATIONS WHERE THE OPEN PEDESTRIAN TRAVELWAY
HAS BEEN REMOVED FOR CONSTRUCTION OPERATIONS (UTILITIES, DRAINAGE, ETC.).
BB) CONTRACTOR SHALL CONTACT CDOT FOR TRAFFIC SIGNAL ADJUSTMENTS AS LANES SHIFT
AND TRAFFIC PATTERNS ARE ALTERED.
t•s
x
e..
N_
R4 -7
24 x 30 50'
DIAGRAM 9
TWO -WAY, ONE -LANE TRAFFIC
(FLAGGER CONTROL)
'7V SEE NOTE a3 LEGEND
NOTES:
i' I. RurrER SHAL1. EATENG ? CGN s 10At1A15
BACK TO THE BEGINNING OF THE CURVE
OR HILL TO FROVIPE AD£OUAT E SIGHT SIGNS
DISTANCE FOR APPROACHING TRAFFIC. .
SPA,G NO � 55 M.P.H.. OR LESS WORK AREA
(SPAC€NO) ABOVE 35 M.RA 1.
y ON LOW VOLUME, RESIDENTIAL STREETS
WHERE THERE IS ADEQUATE_ VISMILITY A FLAGGER
SINGLE FLAGGER POS ITIONED AS SHOWN
MAY -
MAY BE ACCF.PTAOLE.
4. IF WORK ZONE. 13 WITHIN50' . .
OFFAN INTERSECTION 8FE.
DIAGRAM 10 OR DIAGRAM 11.
I
50'
L
200'
20'
TYP.
sa
y%
It
11
E y ,.
LEGEND
DRUMS
TC SIGNAGE
(CHANNEL POST MOUNTED)
�—
PEDESTRIAN SIGNAGE
I-� --`i
BARRICADE
\IJ
ARROW PANEL
WORK AREA
FLAGGER
©
POLICE OFFICER
croo
TRAFFIC DIRECTION
Lu
PEDESTRIAN FLOW
V"INITY MAP
not to scale
PHASE II: PARK SOUTH
SCOPE OF WORK:
1. SAWCU T EXISTING EDGE OF PAVEMENT
2. PERFORM ROAD WIDENING WORK
3. WORK 70 BE PERFORMED DURING NON —PEAK
HOURS
4. MAINTAIN ACCESS TO EXISTING RESIDENCES AND
C1
- COMMERCIAL FACILITIES
CL
I �
c '
I
® ROAD
I 1 WORK
i
AHEAD
r •
200' / f �\ \ 4820 48
CI
M
PHASE I: PARKI SOUTH
SCOPE OF WORK:
1. MILL PAVEMENT IN AREA SHOWN
2. WORK TO BE PERFORMED DURING NON —PEAK
HOURS
3. MAINTAIN ACCESS TO EXISTING RESIDENCES AND
COMMERCIAL FACILITIES
I
DURATION: NOT TO EXCEED 2 DAYS
ONE LME I
ROAD
ROAD ZMRK AHEAD �
200 \ 46 x 48 A
W20 -4 wzo -1
2Q0' 46 x 48
PHASE II: PARKI SOUTH
SCOPE OF INORK:
1. APPLY FINAL SURFACE
�_.._....___ 2. INSTALL PROPOSED PAVMENT MARKING
3. WORK TO BE PERFORMED DURING NON —PEAK
HOURS
4. MAINTAIN ACCESS TO EXISTING RESIDENCES AND
COMMERCIAL FACILITIES
DURATION: NOT TO EXCEED 2 DAYS
I
Copyright © 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 Wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
CONSTRUCTION
DOCUMENTS
'0 2
34 67 :>
�° FNG
I W1 i 60o�\\\
20 0 20 40 2
SCALE: 1" = 40'
PROJECT #: 409 -001
DRAWN BY: TC
CHECKED BY: MM
PARK SOUTH
TRAFFIC
AUGUST 2, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
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CONSTRUCTION
DOCUMENTS
'0 2
34 67 :>
�° FNG
I W1 i 60o�\\\
20 0 20 40 2
SCALE: 1" = 40'
PROJECT #: 409 -001
DRAWN BY: TC
CHECKED BY: MM
PARK SOUTH
TRAFFIC
AUGUST 2, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET

Copyright © 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No th?rd party use or modification is permitted without written authorization,
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
`e�oeNn I 11111j, o1��
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CORPORATE
SEAL
SEAL
c o: C -95 i Q
rn
Uri : C -2165
�, • NCBELS • �`
C
1 /8"
ce
L = 10 FEET IN LONGITUDINAL SECTION
GENERAL NOTES:
_ L
L/4 L/4 L/4 L/4
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
_ A ". IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
NOTE:
WIDTH VARIES 5' SIDEWALKS TO HAVE CONTROL JOINTS
SEE LAYOUT PLAN AT 5' INTERVALS AND EXPANSION JOINTS
Z a
n�,� EXCEED 50' AND MATCHING EXPANSION /CONSTRUCTION JOINT IN
AT 15' INTERVALS
."
`
.
o z o
4" ,; .. ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
-- ........................................................ NOTE:
6' SIDEWALKS TO HAVE CONTROL JOINTS
w R � -� w J
A B C m N �, BACK of cuR6
m" REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
MAX GRADE = 5%
- - _- - MAX CROSS SLOPE = 2% AT 6' INTERVALS AND EXPANSION JOINTS
-- - -- AT 18' INTERVALS
0
•
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T SIDEWALKS TO HAVE CONTROL JOINTS
N FACE OF CURB
N
MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
- - - AT 7' INTERVALS AND EXPANSION JOINTS
--------- - - - - --
GROOVE JOINT IN SIDEWALK DISTRICT WILL BE DETERMINED BY THE CDOT.
.. ................ .... ........._......._._______ -._ -� 3" TROWELED EDGE AT 21' INTERVALS
A B ® 410- C
4. WIDTH OF SIDEWALKS ON NON- THOROUGHFARE STREETS SHALL
- .
LIP OF GUTTER /EOP
BE A MINIMUM OF 4'.
- --
.....................................
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
.............................. ............................ ....
PLAN VIEW
.•
7 1/2"
1/8" RADIUS
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
1/2" EXPANSION JOINT
8 3/4"
'i /8" TO 1/4" WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
�> " "..4'." p,
- - - -- TYPICAL "Y" JOINT
�' 1"
''• -- �--- -% h " "� G __ _
> � � � � .� " �• ' ' .. �� � `�
' "_ ' I
4"
F .
BROOM FINISH
-_ _ _ .. _ ._ _...___. WALKS PARALLEL TO PARKING ARE TO BE 7' WIDE MIN.
WALKS TO HANDICAP UNITS ARE TO BE 5' WIDE MIN.
7. a 1/2" EXPANSION JOINT
UJX
2 -4 1/2" 2'-1
' "
UJ
JOINT ! =ILER 0 1/4" PER FOOT
--�i° -tom-- �
- - - - --
___._______._...___ - 4" CONCRETE SIDEWALK 1/2" EXPANSION JOINT 3/8 "x3/8" CONTROL JOINT
SECTION A -A SECTION B -B SECTION C -C
1/2" 5� ;. -- _. -----
-� ':< a"
D- �
TRANSVERSE EXPANSION a'';° ROPOSED CURB & GUTTER
............. ..................... . ................................. ...........__........._.....__. (3600 P.S.I) AT 15' INTERVALS AT 5' INTERVALS
PLAN
JOINT IN SIDEWALK
r.
`
PROPOSED 4" CONCRETE SIDEWALK
;`
NOTE:
DETAILS SHOWING EXPANSION JOINTS
COMPACTED SUBGRADE
SE
SECTION
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CJRB RADIUS.
IN CONCRETE SIDEWALK
NOT TO SCALE
NOT TO SCALE
CURB TRANSITION
CITY OF C �IARLOTTE
1 2' -6" CURB AND GUTTER TO 2' -0" VALLEY GUTTER STD. O. REV.
2
LAND DEVELOPMENT STANDARDS
CONCRETE SIDEWALKS STD. 0. REV.
CONCRETE SIDEWALK (PRIVATE AREAS) STD. N0. REV.
10.19
INCLUDES CHARLOTTE ETJ
i10.22
1
25" RADIUS
6 1/2-
\
(1.6" TO 2.4 ")
2 -0 VALLEY GUTTER 18" RADIUS
�' x '�:�
JOINT SEALER 1/8" RA�4US (TYPICAL)
2
' ' L
0 0y� 0 0p r�t q PP� pp� 0 0 n�
2' -0"
p�.°,�9 0"Q �«^dg 0 (,3 p � �w°,GS0 +j0a °GG.,,,a = 99.��,yi =".«° 0 0 0 /w°i� 0 0 e „,>n ,.. .. ..' ...
"'., 4 f I @ O
n
1 8
%. b«3 4b ,,.F 6 toi bye+ i.,1<✓ `.! i
SURFACE OF GUTTER
7 10 GMs 0 0 0 <<�,'"' 0 0 0 0 'a.,Y i _ €:.
(1.6" TO 2.4 ")
0
0 0 0 0 0 0 0 0 0 0 0 0 a? e �, a cV
".
. ."
1/2- RADIUS
F 7-V RADIUS
0 0 0 0 0 0 0 0 0 0 00 0 0 ., „.
JOINT FILLER
'
• ' "
+F rvX S,„� �� i� �� i� `�,1 �.,� �+° 6� ':.�` 0 iwr ib8 0 .,� F i 0",
,_ � O O 0
p p
'..
s " e 1/8" RADIUS
1 -6 MEDIAN CURE AND GUTTER
0 0 0 �0 0 0 0 0 0 0 0 0 {) 0 0 0 0
iv
TO BE USED IN MEDIANS I)UHEN LANES ARE SLOPED „�"` •' ��,
0 E0 0 1-z 0 0 0 0 0 0 '� � 0' 0 r i '...,t
TRANSVERSE EXPANSION JOINT
FROM ISLAND OR AS SPECIFIED BY THE APPROPRIATE"
O O O
CITY ENGINEERING DEPT."
4A
4' -0" MIN. (VARIES WITH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW '� ^
NOTES:
TRUNCATED DOME SPACING
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. FOR VA.:-LEY GUTTER, A 10 -FOOT SPACING MAY BE USED
WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED BY THE CIT'' ENGINEER TO PREVENT UNCONTROLLED CRACKING.
NOTES:
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE
SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 `/2" SHALL BE OBTAINED.
9"
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL
MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
1/8" RADIUS
3/4"
RADIUS
EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED ON EXISTING 04"
RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
2" 1/8" RADIUS
RESURFACING).
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH. 0.2"
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMP4 ,CTED TO 100% STANDARD PROCTOR DENSITY.
1 : -6" MOUNTABLE CURB AND GUTTER - -�
1ve
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
�.
TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY r 1 3/4" RADIUS
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF OF 0.9"
TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.
_-
THE APPROPRIATE CITY ENGINEERING DEPT. � �
6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS EXCEPT ON TRYON STREET MALL,
pp �
WHERE FRENCH GRAY IS TO BE USED. TRUNCATED DOME SECTION
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 CONCRETE.
psi
8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CITY OF CHARLOTTE
®
CITY OF C"!H' fARLOTTE
CURB
CITY OF CHARLOTTE
TRUNCATED DOMES PLAN AND
4
LAND DEVELOPMENT STANDARDS
CURB AND GUTTER STD. N0. REV.
5
LAND DEVELOPMENT NT STANDARDS
AND GUTTER
6
LAND DEVELOPMENT STANDARDS
TTE
INCLUDES CHARLOTTE ETJ
INCLUDES CHARLOTTE ETJ
STD. 0. REV.
INCLUDES CHARLOTTE ETJ
C R 0 S S - S E C TI 0 N STD. O.
10.17C
oy;
10.178
-
10.35B
NOTES:
NOTES:
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND
SPACING VARIES
SEE APPROVED TREE ,,, 1, REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT
CANOPY.
SEE LANDSCAPE PLAN
PRESERVATION PLAN FOR o 2 LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY
AFTER INSTALLATION.
NOTES:
REQUIRED RADIUS, PROTECTION FENCES
t
of TREE BARRIER / 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION
�/
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. ,�'
OR UPON REQUEST OF ARBORIST.
1. SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL.
STANDARDS SECTION 0.1000. FOR GENERAL SPECIFICATION
f REGARDING TREE PROTECTION.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF
2. INSTALL CONTAINERIZED PLANT'S AT MIN. 2 °HTR
IN A LEGAL MANNER.
FINSHED GRADE"
3. TAMP 4" LAYER
5. RESEED UNMULCHED, DISTURBED AREAS.
PLANTING MIX FIRMLY AS PIT IS
OF APPROVED
FILLED AROUND EACH PLANT E "ALL. MULCH
4. OMIT COLLAR AROUND EACH S! -'RUB
WHEN IRRIGATION SYSTEM IS PRESENT.
3/4" NYLON STIR
s" SLIP KNOT WITH STOP KNOT,
5. SOAK EACH
H LANT BALL AND PIT
q}`
I N,
s" LARGER THAN TREE DIAMETER
IMMEDIATELY AFTER INSTALLATION. 4
�Y MIN.%
N
ROOT CROWN TO
BE AT FINISH GRADE KEEP MULCH AWAY FROM
"V" TRENCH AROUND t a! ¢
4 'a.
TRUNK 1 TO 2"
ENTIRE PLANTING BED " •.re
� ,.
M
a,v c�0t.
4" HIGH / 6" WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL 4" MAXIMUM LAYER OF MULCH
EDGE OF
PLANTING BED PLANT MIX -TAMP SOIL MIX UNDER
� �,,� > < >q„.„
09 ii'
EACH PLANT BALL TO
3 - 1 "x2 "x18" WOOD STAKES
WITH CENTERED 3/8" HOLE
MINIMIZE SETTLEMENT
PLAN VIEW OF ROOT ZONE
DRIVEN IN LINE WITH STRAP
TYPICAL PLANTING BED DETAIL
EQUALLY SPACED AROUND TREE FINISH GRADE
`-
_�j � ,�.•. *w, :, � ,M „ " € :.. „ ; F..
ONE FOOT FOR EACH
INCH OF TRUNK DIAMETER
FILL AS SPECIFIED
CROWN HEIGHT
w
gIj i OR 1/2 HEIGHT OF TREE Z
REMOVE TYPICAL EXCESS SOIL 1 III rN �•
FROM ROOT CROWN € €" F( mpg -7( ,
IN INCHES
EQUALS MEDIAN o 0 0 o TYP.
I€ @ �
;: FOR PRUNING SEE WHICHEVER IS GREATER
ICI li
,
REMOVE TOP 1 /3 BURLAP j� - H " " " "' "II iI €ilr' µ
> w, r-' I ;> sI f"-=y Ei1= UNDISTURBED SOIL ;,I
/,, r
AND ANY NAILS PINS, ETC. T a 7i z
WIDTH IN FEET STAGGERED
TO 12 MAX.
-FINAL o 0 0
GRADE
INTERNATIONAL SOCIETY
�_ 6' MINIMUM WIDTH
ARBORICULTURE SPECS.
FOR 2" CAL. TREES
I 6" BARK MULCH, PLACE BARK
' ", - MULCH AT AREAS NOT
ROOT BALL DIA: 12"
REMOVE TOP 1/3 OF WIRE VARIES,
DEAD TREES AND SCRUB OR UNDER o PROTECTED BY BARRIER.
10" (EX.) `' 0 0 o
s
° "✓
BASKET WHERE PRESENT
® 10' EX.
( ) �
GROWTH SHALL BE CUT FLUSH WITH ,,� „
ADJACENT GRADE. NO GRUBBING -" " "' "
RAISE PIT BOTTOM TO SET ROOT CROWN
EXISTING
EQUALS EDGE OF
GRADE BETWEEN ALL PLANTS PLANTING
TREE LIMB ..
-
REMOVAL ALLOWED UNDER DRIP LINE. -' ramp
THE CORRECT HEIGHT. FIRM SOIL UNDERROOT BALL.
BED
BED
TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN
2 "x4" STANDARDS + 1 "x4" RAILS
I, OR ORANGE SAFETY FENCING °"
1
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY S -OCK (ANSI 260.1 -2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
MAY BE USED- M I N
2" 12 -14' 16' 2s" 16"
-
14 -16' 18' 3c' 21"
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CITY OF CHARLOTTE
TREE PLANTING /
®
CITY OF CI=LARLOTTE
CITY OF CHARLOTTE
7
LAND DEVELOPMENT STANDARDS
STD- N0. RE
g
LAND DEVELOPMENT STANDARDS
SHRUB PLANTING BED
g
LAND DEVELOPMENT STANDARDS
TREE PROTECTION D E TA I L
0
TE
INCLUDES CHARLOTTE ETJ
(FOR SINGLE AND MULTI -STEM TREES) .
TE
INCLUDES CHARLOTTE ETJ
CHARLMTE.
INCLUDES CHARLOTTE ETJ
40.02 RE
40.01
40.05A
Copyright © 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No th?rd party use or modification is permitted without written authorization,
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
`e�oeNn I 11111j, o1��
��N CArO4 �''%
o °.
CORPORATE
SEAL
SEAL
c o: C -95 i Q
rn
Uri : C -2165
�, • NCBELS • �`
C
CONSTRUCTION
DOCUMENTS
MCAR I 1I
S
G`
No.527
r
92a 2-
c7/14
����
05/ .
E WO. .�Q=
1tI11\0
PROJECT #: 409 -001
DRAWN BY: NB
CHECKED BY: MV
611199ii'll"i •
AUGUST 2, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS AND
PUBLIC STREET
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CONSTRUCTION
DOCUMENTS
MCAR I 1I
S
G`
No.527
r
92a 2-
c7/14
����
05/ .
E WO. .�Q=
1tI11\0
PROJECT #: 409 -001
DRAWN BY: NB
CHECKED BY: MV
611199ii'll"i •
AUGUST 2, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS AND
PUBLIC STREET
r

R/W
28'
S.U.E. R/W
7' -0"
(MIN)
2' -0"
1/4' Ff
-e►
2:1 CUT MAX. S R
3:1 FILL MAX.
21' (MIN)
(11' IF VALLEY)
q
56' TOTAL R/W
42' R/W I (MINIMUM)
21' (MIN)
28'
(MIN)
i 0' -6"
(11' IF VALLEY)
SLOP= 3/8" PER FT.
R/W
R/W S.U.E.
7' -0
(MIN) (MIN)
5' -0" 1' -0"
1/4"/FT.
/
2:1 CUT MAX.
3:1 FILL MAX.
SURFACE COURSE
1" SF9.5A
TACK COAT FINAL LIFT TO BE APPLIED AFTER 75% DEVELOPMENT OCCUPANV OR
1 YEAR FROM INTERMEDIATE COURSE PLACEMENT (WHICHEVER OCCURS FIRST).
(SEE SECTION 1.E.4) (-_____BASE NTERMEDIATE COURSE
NOTE:
1 1/2" S9.5B OR SF9.5A
COURSE 1. FOR EXPLANATION OF RIGHT -OF -WAY WIDTHS REFER TO
CITY OF CHARLOTTE SUBDIVISION ORDINANCE SECTION
8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE B25.OB. 20- 22(d).
SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, 3HEN
AN ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBM.77ED
TO THE CITY ENGINEER FOR APPROVAL.
SUBGRADE
COMPACTED SUBGRADE (SEE SECTION 1.A.18)
TYPICAL PAVEMENT SECTION
KEY
® 2' -6" STANDARD CURB AND GUTTER OR 2' -0" VALLEY GUTTER
0 4" CONCRETE SIDEWALK
CITY OF CHARLOTTE LOCAL R E S I D E N T I A L MEDIUM STREET
1 LAND DEVELOPMENT STANDARDS STD. N0. RE
INCLUDES CHARLOTTE ETJ TYPICAL SECTION
U -02 16
50' R
ACCESIBLE RAMF
( TYP.
PLANTIN
STRIP (TYP
RIGHT -OF -WAY (RADIUS = 50')
VALLEY GUTTER
RADIUS = 43'
-6" CURB & GU_TER
/C RADIUS = 43.:5'
V -6" MOUNTAB'! E
CURB AND GUT::LR
ALL CURB RADII SHOWN ARE DIMENSIONED TO
BACK -OF -CURB
NOTES:
1. THE CENTRAL ISLAND WILL NOT BE MAINTAINED
BY THE CITY OF CHARLOTTE. A PROPERTY
OWNERS' ASSOCIATION OR PRIVATE ENTITY WILL
BE RESPONSIBLE FOR MAINTENANCE OF THE
ISLAND.
2. ONLY GRASS, FLOWERS, GROUND COVER, ETC.,
WITH A MATURE HEIGHT OF 30 INCHES OR LESS
WILL BE ALLOWED TO BE PLANTED IN THE
CENTRAL ISLAND WITHOUT AN ENCROACHMENT
AGREEMENT. ANY NONSTANDARD ITEM, E.G.,
BENCHES, IRRIGATION, ETC., PLACED IN THE
ISLAND REQUIRES AN ENCROACHMENT
AGREEMENT PRIOR TO INSTALLATION. CDOT
REVIEWS EACH ENCROACHMENT REQUEST ON A
CASE -BY -CASE BASIS AND MAY NOT APPROVE
ENCROACHMENTS FOR ALL ITEMS REQUESTED.
3. WHERE NECESSARY, A SIDEWALK EASEMENT
SHALL BE PROVIDED FOR ALL SIDEWALK
LOCATED OUTSIDE THE PUBLIC RIGHT -OF -WAY.
THE EASEMENT SHALL EXTEND FROM THE
RIGHT -OF -WAY LINE TO TWO (2) FEET BEHIND
THE BACK OF SIDEWALK, OR TO THE FACE OF
BUILDING, WHICHEVER IS LESS.
4. SIDEWALK SHALL BE PROVIDED AS REQUIRED BY
APPLICABLE ORDINANCE(S).
5. CUL -DE -SAC CAN BE OFFSET LEFT, OFFSET
RIGHT, OR SYMMETRIC.
NOT TO SCA
BACK OF WALK
FRONT OF WALK
+ BACK OF GUTTER
PLANTING STRIP -1,= � a ®_ g _�
/- GUTTER LIP
EXP. JOINT
BI
BI
B�
XP. JOINT
:z
SIDEWALK -�_
SHALL BE ATTACHED TO THE HANDRAIL AT EACH END OF THE PROTECTED AREA.
_
CONTINUE JOINT AT,"'- 2' -3" 4' -0" 2' -3"
B ,',K OF GUTTER FLOWLINE
NOTE: TRUNCATED DOMES
COLORED PER STD. NO.
PLAN VIEW 10.35B
PARALLEL RAMP WITH
PLANTING STRIP
BACK OF WALK
CONTINUE JOINT AT
BACK OF GUTTER
FRONT OF WALK
PLANTING .SIDEWALK--,_
STRIP
/EXP. JOINT BACK OF GUTTER
EXP. JOINT B� BI Bl
A n..��a$ A
-.- GUTTER LIP
"
DESIGN RESOURCE GROUP IS NOT RESPONSIBLE FOR
STRUCTURAL DESIGN OF RETAINING WALLS.
DETAIL IS CONCEPTUAL ONLY. ALL WALLS MUST BE
DESIGNED BY A LICENSED STRUCTURAL ENGINEER.
SLOPE "A" 12:1
SLOPE "B" 1 /4 " /FT (SEE POOL FENCE DETAIL FOR
GUARDRAIL ALONG SIDEWALK)
42" GUARDRAIL
NOTE: TRUNCATED DOMES
DIMENSIONS AT BACK OF GUTTER COLORED PER STD. NO.
10.35B
PLAN VIEW
DIAGONAL RAMP WITH
PLANTING STRIP
NOT TO SCALE
CITY OF CHARLOTTE
ACCESSIBLE RAMP STANDARD
LAND DEVELOPMENT STANDARDS „
INCLUDES CHARLOTTE ETJ 2'-0" ® VALLEY GUTTER STD. 0. RE
y CHARLOTTE- 10.33A
TRUNCATED DOMES COLORED
PER STD. NO. 10.35B
BACK OF WALK
BACK OF CURB
EXP. JOINT B
EXP. JOINT
SIDEWALK B -D. D 8
FACE OF CURB
PLANTING STRIIP -- - -_ A� "° -A
COORDINATE EXACT
DISTANCE WITH RETAINING
WALL ENGINEER
CAP
DRAINAGE FILL,
12" MINIMUM
8" MODULAR BLOCK
FINISH GR
6" MINIMUM GRANULAR
LEVEING PAD
GEOGRID AREA
CDOT
3'
NOTES
1. THE MODULAR BLOCK COLOR TO BE CHOSEN BY THE OWNER.
2. DESIGN OF ALL RETAINING WALLS IS TO BE PER NC BUILDING CODE
SECTION 1610.
3. DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY AN NC LICENSED
ENGINEER, SHALL BE SUBMITTED TO THE LOCAL AUTHORITY PRIOR TO
CONSTRUCTION.
4. AN NC LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION,
VERIFYING IN A SEALED LETTER TO THE AUTHORITY THAT RETAINING WALLS
ARE CONSTRUCTED PER THE ENGINEERED DRAWINGS, IN COMPLIANCE WITH
SECTION 1610 & 1806 OF THE NC BUILDING CODE.
5. MANUFACTURER SHALL PROVIDE CALCULATIONS COMPLETED BY A LICENSED
STRUCTURAL ENGINEER.
6. CONCENTRATED FLOW FROMM SWALES, DOWNSPOUTS, ETC MUST BE DIRECTED
AWAY AND AROUND WALL.
7. CONTRACTOR SHALL NOTIFY DESIGN RESOURCE GROUP WITH ANY
DISCREPANCIES WITH PLANS AND CONCENTRATED FLOW PATTERNS.
{ SIDEWALK (OPTIONAL)
COLLECTOR DRAIN - 4" SLOTTED DRAINPIPE
WITH NCDOT 57 STONE. OUTLET AT 50'
INTERVALS. INSTALL AT END OF GEOGRID
GEOGRID LAYERS, SPACING AND LENGTH
DETERMINED BY MANUFACTURER'S ENGINEER
DRAIN TILE, ELEVATION VARIES. OUTLET AT
END OF WALL OR AT 40' MAX. INTERVALS
XiIIINT11111111IM231-1119-1 0 �
8 FEET OF VERTICAL CLEAR ZONE WITHIN RIGHT OF WAY IN
PROTECTED AREA NO WALL REINFORCING
HAND RAIL
-1111 1 SIDEWALK 2' -0" Minimum
7 t' -0"
PLANTING STRIP
MODULAR WALL HAND RAIL
1 4X4)X(2X2) WWF PROTECTION LAYER
T 8 FEET VERTICAL "CLEAR" ZONE LOCATED 1 FOOT ABOVE TOP GRID LAYER
ME (NO WALL REINFORCING) (NOT PART OF GEOGRID REINFORCING).
6' -0" 4' -0" 6' -O" WARNING SIGN -PIPE CULVERT- MODULAR WALL
GUTTER LIP
CONTINUE JOINT s T DETAIL
BACK OF CUPS FRONT OF WALK Cull!;;.Ip1
TYPICAL SECTION
PLAN VIEW SLOPE "A" 12:1 NOTES GEOGRID REINFORCING FOR WALL
PARALLEL RAMP WITH i SLOPE "B" 1 /4 " /FT 1. THIS DRAWING ILLUSTRATES THE CONCEPTS TO BE USED FOR MODULAR WALL
BACK OF WALK INSTALLATIONS REGARDING WARNING SIGN PLACEMENT, CLEAR SPACE REQUIREMENTS,
PLANTING STRIP SLOPE "D" 3 8 " /FT GEOGRID PROTECTION, AND THE NEED TO OBTAIN AN ENCROACHMENT AGREEMENT WARNING SIGN LOCATION
/ (TO BE LOCATED BEYOND LIMITS OF GEOGRID)
PRIOR TO CONSTRUCTION. THIS DETAIL DOES NOT CONSTITUTE A STRUCTURAL DESIGN. - !
FULL CONSTRUCTION PLANS FOR RETAINING WALLS MUST BE SEALED BY A
FRONT OF WALK PROFESSIONAL ENGINEER LICENSED IN NORTH CAROLINA AND SUBMITTED TO THE CITY
DURING THE PLAN REVIEW PROCESS.
SIDEWALK
SIDEWALK XP. JOINT BACK OF CURB GEOGRID REINFORCING
EXP. JOINT B B 2. PLACEMENT OF ANY PORTION OF A MODULAR RETAINING WALL IN THE
B ..� FACE OF CURB RIGHT -OF -WAY (R /W) SHALL REQUIRE AN ENCROACHMENT AGREEMENT TO BE
PLANTING STRIP FLOWLINE EXECUTED WITH CDOT PRIOR TO CONSTRUCTION. %
i
CITY OF CHARLOTTE ACCESSIBLE RAMP STANDARD WITH CITY OF CHARLOTTE MODULAR RETAINING WALLS
LI RESIDENTIAL CUL-DE-SAC 5 LAND DEVELOIP?:i�IENT STANDARDS 6 LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ PLANTING STRIP 2-6 CURB AND GUTTER STD. O. R � INCLUDES CHARLOTTE ETJ USING GEOGRID I N THE RIGHT-017-WAY =.O. REV.
10.31 A 10.39
NOT USED g NOT USED g NOT USED
Copyright © 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
• landscape architecture
■ civil engineering
■ urban design
• land planning
• traffic engineering
■ transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
®® ®`'•CORPORATE °
• SEAL
v : C -95 Q
rN C -2165 'Qw
NCBELS
°. 4, Q o`
O U R'C E J`e,`
3. HANDRAILS SHALL EXTEND THROUGH THE PROTECTED AREA AND WARNING SIGNS
MODULAR WALL
A
SHALL BE ATTACHED TO THE HANDRAIL AT EACH END OF THE PROTECTED AREA.
_
r-
K
A » y . °
GUTTER LIP
4. ADDITIONAL MEASURE(S) MAY BE REQUIRED BY CDOT.
•
Uj
ce
5. THIS DETAIL APPLIES ONLY TO STREETS MAINTAINED (OR TO -BE- MAINTAINED) BY
cam
THE CITY OF CHARLOTTE. USE OF THIS DETAIL ON AN EXISTING NCDOT- MAINTAINED
•
•
O0_,W
CONTINUE ,JOINT AT 6' -0" 6 -0"
NOTE:
ROADWAY, OR ALONG ONE THAT WOULD NEED TO BE MAINTAINED BY NCDOT, OCCURS
•
•�
Ce
BACK ?F CURB 4 -0"
TRUNCATED DOMES COLORED
PER STD. N0. 10.356
AT THE DEVELOPER'S OWN RISK. SUCH RETAINING WALLS NEED THE APPROVAL OF
PLAN VIEW
DIMEN SI DNS AT BACK OF CURB
L1J
NCDOT.
HANDRAIL
•
6. CDOT PREFERS THAT ALL RETAINING WALLS AND APPURTENANCES BE LOCATED
__
WARNING SIGN LOCATION
PLAN VIEW- DIAGONAL RAMP WITH PLANTING
STRIP
OUTSIDE OF THE R/W IN ORDER TO PROVIDE ADEQUATE SPACE FOR UTILITES (AERIAL
£` "-
(TO BE LOCATED BEYOND LIMITS OF GEOGRID)
r
AND UNDERGROUND), LANDSCAPING, SIDEWALKS, AND OTHER ITEMS.
NOT TO SCALE
NOT TO SCALE
CITY OF CHARLOTTE ACCESSIBLE RAMP STANDARD WITH CITY OF CHARLOTTE MODULAR RETAINING WALLS
LI RESIDENTIAL CUL-DE-SAC 5 LAND DEVELOIP?:i�IENT STANDARDS 6 LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ PLANTING STRIP 2-6 CURB AND GUTTER STD. O. R � INCLUDES CHARLOTTE ETJ USING GEOGRID I N THE RIGHT-017-WAY =.O. REV.
10.31 A 10.39
NOT USED g NOT USED g NOT USED
Copyright © 2013 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
• landscape architecture
■ civil engineering
■ urban design
• land planning
• traffic engineering
■ transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
®® ®`'•CORPORATE °
• SEAL
v : C -95 Q
rN C -2165 'Qw
NCBELS
°. 4, Q o`
O U R'C E J`e,`
CONSTRUCTION
DOCUMENTS
„C A R p / / / //i
No.527
PROJECT #: 409 -001
DRAWN BY: NB
CHECKED BY: MV
AUGUST 2, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS AND
PUBLIC STREET
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CONSTRUCTION
DOCUMENTS
„C A R p / / / //i
No.527
PROJECT #: 409 -001
DRAWN BY: NB
CHECKED BY: MV
AUGUST 2, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS AND
PUBLIC STREET
F-A go
L 44

STEEL POST
WIRE FENCING
(IF APPLICABLE)
WOVEN FILTER FABRIC
4' MAX.
WASHED STONE HARDWARE CLOTH
(NCDOT #5 OR #57)� BETWEEN POSTS
AND COVERED BY
STONE
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO
TALLER THAN 18 INCHES.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO
BE SAME AS STD. #30.09 (19 GAUGE, 1/4" SPACING).
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
STEEL POST
HARDWARE CLOTH
WASHED STONE
(NCDOT #5 OR #57)
f FLOW
4"
ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE. SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVE) IT.
3. SEDIMENT EPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
\'H�Q
4' -0" MAX. SPACING
(TYPICAL)
)NE 35%
ACE AREA
-INLET ZONE 25%
/ OF SURFACE AREA
�x x
5' STEEL
FLC
8" X 6" TRENCH
BACKFILL AND COMPA
FENCE AND FABRIC
BURIED IN TRENCH
0
1
T�
0
tV
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WEL_
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL. SECTIONS. ALL SPILLWAYS SHOULD 3E LINED AND /OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND SABLE GROUND HAS BEEN
ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
IS NOT PROVIDED.
®
1
INLET ZONE 25%
SILT FENCE OUTLET
2
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
OF SURFACE AREA
3
6
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
OUTLET ZONE 15%
LENGTH TO
2:1
STD. 0. R V.
OF SURFACE AREA
MAX.
STD. O. V.
LENGTH TO
6:1
GENERAL NOTES:
STD. 0. V.
\
1.
DRIVE 5' STEEL POST AT LEAST
(CU. FT.
INCLUDES CHARLOTTE ETJ
x
SPECIFICATIONS
24" INTO SOLID GROUND.
INCLUDES CHARLOTTE ETJ
BASIN S 30.03B 3
SURFACE
2.
USE STAPLES 1' APART
PER CFS
REQUIRED
Q10)
HORIZONTLLY AND VERTICALLY TO
ELEV
MSL
AREA
SOFT
y
ATTACH THE FILTER FABRIC TO
2. REFER TO STD.
ORIFICE
INCH
ARM DIA
INCH
THE WIRE FENCE.
BAFFLES
LENGTH
FT
3.
MINIMUM BAFFLE SPACING IS 10'.
SLOPE
FT
AND INSTALLATION.
4.
THE FLOOR OF THE BASIN IN THE
L
FT
6" MIN. INVERT ELEVATION
PRA
OUTLET ZONE AND BERMS SHOULD
OF EMERGENCY SPILLWAY
T =1.5' MIN.
2052
BE SEEDED IMMEDIATELY AFTER
--
� X
1625
THE BASIN IS CONSTRUCTED.
2
1.50
5.
REFER TO NCESCPDM SECTION
H; 2 MIN
t
\ q
653
#6.65 FOR ADDITIONAL
SPECIFICATIONS.
�x x
5' STEEL
FLC
8" X 6" TRENCH
BACKFILL AND COMPA
FENCE AND FABRIC
BURIED IN TRENCH
0
1
T�
0
tV
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WEL_
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL. SECTIONS. ALL SPILLWAYS SHOULD 3E LINED AND /OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND SABLE GROUND HAS BEEN
ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
IS NOT PROVIDED.
®
1
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
SILT FENCE OUTLET
2
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
BAFFLE INSTALLATION
3
6
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
GENERAL NOTES-SEDIMENT
LENGTH TO
2:1
STD. 0. R V.
p STD. N0. REV.
TEMPORAF'Y SILT FENCE
MAX.
STD. O. V.
LENGTH TO
6:1
WIDTH RATIO
STD. 0. V.
CHARLOTTE.
INCLUDES CHARLOTTE ETJ
VOLUME
(CU. FT.
INCLUDES CHARLOTTE ETJ
30.19 1
SPECIFICATIONS
T
INCLUDES CHARLOTTE ETJ
BASIN S 30.03B 3
SURFACE
(SQ. FT.
AREA
PER CFS
REQUIRED
Q10)
V..
ELEV
MSL
AREA
SOFT
y
STE-' B' MAX.
WIRE FENCING
WOVEN FILTER FABRIC
0
I
N
GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL
TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12"
STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
AREAS.
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
STEEL POST
WIRE FENCING
z
FILTER FABRIC
b #5 WASHED STONE
n
1 Q FLOW \ 5�
MAINTENANCE: NOTES:
1. FILTER BAR =IERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT VIMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPEL-,ED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE =E PLACED PROMPTLY.
3. SEDIMENT � iEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BA ,.BIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS R' -MOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED ='ND SEEDED.
PVC END CAP
PVC TEE
PERSPECTIVE VIEW
PVC VENT
PVC ELBOW PIPE -�
- PVC END CAP
PVC PIPE
/2" HOLES IN
(UNDERSIDE
FLEXIBLE
HOSE
WATER SURFACE
SCHEDULE 40
PVC PIPE
t7
"C" ENCLOSURE
i�:��1�j��L�I►I��
PVC TEE
FRONT VIEW
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000.
NOT TO SCALE
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
'r
5
AREA
< 10 AC.
(ACRES)
6
MIN.
x y i
y
LENGTH TO
2:1
WIDTH RATIO
p STD. N0. REV.
TEMPORAF'Y SILT FENCE
MAX.
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
LENGTH TO
6:1
WIDTH RATIO
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
SPECIFICATIONS
DISTURBED)
SPILLWAY
325
SURFACE
(SQ. FT.
AREA
PER CFS
REQUIRED
Q10)
PLAN VIEW
INFLOW
STRUCTURE
AVERAGE AREA*
WIDTH W =
* AREA OF BASIN WATERr
SURFACE AT TOP OF PRINCIPAL `tF
SPILLWAY
I
CROSS - SECTION VIEW
SEDIMENT
STORAGE ZONE
EMBANKMENT
aic
WOVEN FILTER FABRIC
0
I
N
6' MAX.
STEEL POST
z
CITY OF CHARLOTTE
NOTES:
'r
5
®
CITY OF CHARLOTTE
2. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL
6
M
x y i
y
3. TURN SILT FENCE UP SLOPE AT ENDS.
1. REFER TO
Gj
p STD. N0. REV.
TEMPORAF'Y SILT FENCE
NCESCPDM
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
LAND DEVELOPMENT STANDARDS
SECTION #6.64
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
FOR ADDITIONAL
f
ARM
DESIGN
30.066 4
EMERGENCY
SPECIFICATIONS
y %y
SPILLWAY
REGARDING
'
INCLUDES CHARLOTTE ETJ
SKIMMER SEDIMENT
t
L
BASINS.
V..
ELEV
MSL
AREA
SOFT
y
AREA
SQ
2. REFER TO STD.
ORIFICE
INCH
ARM DIA
INCH
#30.19 FOR
BAFFLES
LENGTH
FT
BAFFLE SPACING
INVERT
OUT
SLOPE
FT
AND INSTALLATION.
1' FREEBOARD
'N=5' MIN.
EMBANKMENT
L
FT
6" MIN. INVERT ELEVATION
PRA
1.14
OF EMERGENCY SPILLWAY
T =1.5' MIN.
2052
Z =5' MAX.
--
1643
1625
2689
2
1.50
1.5
8
H; 2 MIN
EMERGENCY
653
652.75
SPILLWAY
1.5
5
NOT
TO SCALE
3
COLLAREEP
1 1.56
aic
WOVEN FILTER FABRIC
0
I
N
6' MAX.
STEEL POST
z
CITY OF CHARLOTTE
HIGH HAZARD
'r
5
MORE THAN 30 DAYS.
CITY OF CHARLOTTE
2. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL
6
M
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
3. TURN SILT FENCE UP SLOPE AT ENDS.
4
LAND DEVELOPMENT STANDARDS
p STD. N0. REV.
TEMPORAF'Y SILT FENCE
®FLOW
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
LAND DEVELOPMENT STANDARDS
SKIMMER STD. NO. REV.
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ENVIRONMENTALLY SENSITIVE AREAS.
SKIMMER SEDIMENT BASIN STD. NO. RE .
ARM
INCLUDES CHARLOTTE ETJ
30.066 4
OUTLET
CHARLOTTE
CHARLOTTE ETJ
30.026 1
THE HEGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
r
INCLUDES CHARLOTTE ETJ
30.02A 1
EXISTING GRADE, PREPARED AND SEEDED.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
VOLUME
CFT
%;;,
ELEV
MSL
AREA
SOFT
REQ`D
SOFT
AREA
SQ
SIZE
INCH
ORIFICE
INCH
ARM DIA
INCH
aic
WOVEN FILTER FABRIC
0
I
N
6' MAX.
STEEL POST
z
DATA
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
FILTER FABRIC
MORE THAN 30 DAYS.
w
2. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL
M
Of
m
3. TURN SILT FENCE UP SLOPE AT ENDS.
4
DRAINGE
N<
®FLOW
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
4"
GENERAL NOTES:
DATA
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
-
2. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL
TYPE.
MAINTENANCE NOTES:
3. TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER ARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
DRAINGE
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
BOTTOM
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ENVIRONMENTALLY SENSITIVE AREAS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
ARM
FABRIC SHALL BE REPLACED PROMPTLY.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
OUTLET
OUTLET
3. SEDIMEK: DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
THE HEGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
AFTER T-iE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
AREA
AC
EXISTING GRADE, PREPARED AND SEEDED.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
VOLUME
CFT
AREAS OF CONCENTRATED FLOW.
ELEV
MSL
CITY OF CHARLOTTE
7] LAND DEVELOPMENT STANDARDS
CHARLOTTE
INCLUDES CHARLOTTE ETJ
TEMPCRARY SILT FENCE
SKIMMER BASIN
DATA
-
BASIN
DRAINGE
C10
DENUDED
REQ'D
PROVIDED
BOTTOM
BOTTOM
SURFACE
SURFACE
SKIMMER
ARM
BARREL
OUTLET
OUTLET
OUTLET
OUTLET
BERM
TOP
SPILLWAY DIMS
NUM
AREA
AC
C, --S
AREA
AC
VOLUME
CFT
VOLUME
C
ELEV
MSL
AREA
SOFT
REQ`D
SOFT
AREA
SQ
SIZE
INCH
ORIFICE
INCH
ARM DIA
INCH
LENGTH
FT
DIAM
INCH
LENGTH
FT
INVERT
IN
INVERT
OUT
SLOPE
FT
HEIGHT
FT
WIDTH
FT
W
FT
L
FT
ELEV, H
FT
PRA
1.14
.0
1.14
2052
3945
653
1643
1625
2689
2
1.50
1.5
8
4
29
653
652.75
0.01
1.5
5
11
10
3
PR.2
1 1.56
1 7-0
1.52
1 2736
1 6209
1 658
1 2548
1 2275
3674
2
2.00
1.5
8
4
1 37
658
657.5
0.01
1.5
5
11
10
3
GRAVEL AND RIPFAP SEDIMENT BASF DATA
BASIN
NUM
DRAINGE
AREA
AC )
Q
(CFS)
DENUDED
AREA
(AC
REQ'D ...PROVIDED
VOLUME
CFT
VOLUME
CFT
BOTTOM
ELEV
MSL
REQ'D
SURFACE
SQ
PROVIDED
SURFACE
SQF
PROVIDED
SURFACE
ELEV.
TOP OF
SPILLWAY DIMS
SECTION
BERM
ELEV_
W I
F
X
FT
L
(FT),-''
FT
H t
FT
T
FT'
GR.1
0.59
2.0
0.59
2124
6125
658
870
3549
66i)
661.5
5
7
10
2
1.5
CITY OF CffikRLOTTE
8 LAND DEVELOPMENT STANDARDS BASIN DATA
CHARLOTTE INCLUDES CHAPLOTTE ETJ
Copyright ©2011 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
® landscape architecture
® civil engineering
• urban design
® land planning
® traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343,0608 f 704.358.3093
www.drgrp.com
V, -
05/27/14
GINI ER °emu
WI i
PROJECT #: 409 -001
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
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05/27/14
GINI ER °emu
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PROJECT #: 409 -001
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET

NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %.
2. SILT FENCE MAY BE REQUIRED E =HIND BERM
NOTES:
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG
BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR
PRIOR TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). 6. FILTER
BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT
OOD ROADS.
4/d,s x""111 y.
GRATE - �...,..s
1" REBAR FOR BAG`
REMOVAL FROM INLET
FILTER BAG --- -"����/
DEFLECTOR
DUMP LOOPS _ %s
SECTION
0 CITY OF CHARLOTTE CITY OF CHARLOTTE
1 LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH 2 LAND DEVELOP��ENT STANDARDS
CHARLMTE. INCLUDES CHARLOTTE ETJ TTE INCLUDES C]ILARLOTTE ETJ
30.05
NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC
WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS 111 BASE FOR THE CONSTRUCTION
ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVEN7 TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIOT"IC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASJRES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.
WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WTH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.118.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 1C.25) TO ACCESS THE CONSTRUCTION
SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING GROUND
z
OD
® CITY OF CHARLOTTE
q LAND DEVELOPMENT STANDARDS
Afill QIARiI OT7 E_ INCLUDES CHARLOTTE ETJ
SOIL STABILIZATION FABRIC
UNDER #5 WASHED STONE
PUBLIC STREET
w
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fY
U
m
a-
a_
STABILIZED CONSTRUCTION ENTRANCE
FOR LATE WINTER AND
SOIL AMENDMENTS:
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
' s
AND 750 LB /ACRE 10 -10 -10 FERTILIZER
SEEDING MIXTURE:
i
RYE (GRAIN) - 120 LB /ACRE
APPLY 4,000 LB /ACRE STRAW. ANCHOR S - :SAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB /ACRE
A
(OMIT ANNUAL LESPEDEZA WHEN DURATION
m.
OF TEMPORARY COVER IS NOT TO EXTEND
PUBLIC STREET
w
Uj
fY
U
m
a-
a_
STABILIZED CONSTRUCTION ENTRANCE
FOR LATE WINTER AND
SOIL AMENDMENTS:
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
AREA
AND 750 LB /ACRE 10 -10 -10 FERTILIZER
SEEDING MIXTURE:
MULCH:
RYE (GRAIN) - 120 LB /ACRE
APPLY 4,000 LB /ACRE STRAW. ANCHOR S - :SAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB /ACRE
ANCHORING TOOL. A DISK WITH BLADES SE- NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION
TOOL
OF TEMPORARY COVER IS NOT TO EXTEND
INTO THE GROUND SURROUNDING THE
BEYOND JUNE)
MAINTENANCE:
INLET. SPACE POSTS EVENLY AROUND
REFERTILIZE IF GROWTH IS NOT FULLY ADEGJATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES:
EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
DISTURBED)
FOR SUMMER:
SOIL AMENDMENTS:
3.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
AREA
AND 750 LB /ACRE 10 -10 -10 FERTILIZER
SEEDING MIXTURE:
Q10)
GERMAN MILLET - 40 LB /ACRE
MULCH:
(A SMALL - STEMMED SUDANGRASS MAY BE
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB /ACRE)
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
NOT TO SCALE
TOOL
SEEDING DATES:
tK MULCH, PLACE BARK
MAY 1 - AUG. 15
MAINTENANCE:
2124
REFERTILIZE IF GROWTH IS NOT FULLY ADECJATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
658
EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS:
4.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
5
AND 1,000 LB /ACRE 10 -10 -10 FERTILIZER
SEEDING MIXTURE:
Q 0.02
RYE (GRAIN) - 120 LB /ACRE
MULCH:
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30
TOOL
NOT TO SCALE
MAINTENANCE:
ONCE THE CONTRIBUTING DRAINAGE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB /ACRE OF NITROGEN IN
DATA BLOCK
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
NCDOT #5 OR #E
LB /ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE
RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
THE CHARLOTTE LANDSCAPE CONSTRUCTION
STANDARDS SECTION 04200 SEEDING AND SODDING JF TURFGRASS.
ELEVATIONS.
®
CITY OF CHARLOTTE
COMPACT THE AREA PROPERLY AND
7
LAND DEVELOPMENT
STANDARDS
TEMPORARY SEEDING S C H E D U L E
CHARLOTTE-
INCLUDES CHARLOTTE ETJ
30.17 9
SEE APPROVES
PRESERVATION
REQUIRED RADI
OF TREE BARR
PLAN VIEW OF ROOT ZONE
ONE F
INCH
OR 1,,,f
FOR PRUNING :SEE WHICH
INTERNATIONAL SOCIETY
OF ARBORICUI_.SURE SPECS.
DEAD TREES AND SCRUB OR LINDE
GROWTH SHALL BE CUT FLUSH WI1
ADJACENT GRADE. NO GRUBBING
ALLOWED UNDER DRIP LINE.
2 "x4" STANDxIRDS + 1 "x4" RAILS
OR ORANGE 'SAFETY FENCING
MAY BE USED.
CITY OF CHARLOTTE
5 LAND DEVELOPMENT STANDARDS
CHARLO
TTE INCLUDES CKAiRLOTTE ETJ
•
CATCH BASIN
INSTALLATION
JTLET
CATCH BASIN INLET PROTECTION
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE
PROTECTION FENCES
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION
STANDARDS SECTION 01000. FOR GENERAL SPECIFICATION
N OTE:
®
YARD INLETS SHALL BE NYLOPLAST
12" DRAIN BASINS WITH CAST
IRON GRATES. JUNCTION BOX SHALL
HAVE SOLID HINGED GRATE.
CAST IRON H -20 RATED GRATE
FOR DETAILS SEE PAGE 48
INLET AND OUTLET
ADAPTORS AVAILABLE
4" THRU 12"
VARIOUS TYPES OF OUTLETS
WITH WATERTIGHT ADAPTORS
FOR:
SDR -35 SEWER
CORRUGATED POLYETHYLENE
SCHEDULE 40 DWV
CORRUGATED PVC
RIBBED PVC
NOTE:
ALL 6" PVC PIPES TO BE
SCHEDULE 40 PVC
(TYPI CA!-)
tt.lt.� ONWRIN G
*0)
GENERAL NOTES:
TRAP DESIGN CRITERIA
1.
UNIFORMLY GRADE A SHALLOW
AREA
< 1 AC.
DEPRESSION APPROACHING THE
MIN.
INLET.
Z 3
2.
DRIVE 5 -FOOT STEEL POSTS 2 FEET
MOUNTED ON ANY ANGLE
RATIO
INTO THE GROUND SURROUNDING THE
r
3600
INLET. SPACE POSTS EVENLY AROUND
(CU. FT.
VOLUME
THE PERIMETER OF THE INLET, A
REQUIRED
DISTURBED)
MAXIMUM OF 4 FEET APART.
435
3.
SURROUND THE POSTS WITH WIRE
AREA
PER CFS
MESH HARDWARE CLOTH. SECURE
Q10)
TOP OF
THE WIRE MESH TO THE STEEL
.
- .
BERM
ELEV.
VV
POSTS AT THE TOP, MIDDLE, AND
L
FI
NOT TO SCALE
BOTTOM. PLACING A 2 -FOOT FLAP
NCDOT #5 OR #5
tK MULCH, PLACE BARK
OF THE WIRE MESH UNDER THE
WASHED STON
2124
GRAVEL FOR ANCHORING IS
658
AT AREAS NOT
RECOMMENDED.
FILTER FABRIC
4.
PLACE CLEAN GRAVEL (NC DOT #5
5
;TED BY BARRIER.
OR #57 STONE) ON A 2:1 SLOPE
Q 0.02
6
WITH A HEIGHT OF 16 INCHES
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
TEMPORARY
AROUND THE WIRE, AND SMOOTH TO
TRAP
AN EVEN GRADE.
NOT TO SCALE
5.
ONCE THE CONTRIBUTING DRAINAGE
DATA BLOCK
AREA HAS BEEN STABILIZED, REMOVE
NCDOT #5 OR #E
ACCUMULATED SEDIMENT, AND
WASHED STON
ESTABLISH FINAL GRADING
ELEVATIONS.
6.
COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
'^ -GAUGE HARDWARE
DTH (J" MESH OPENINGS)r /
__ design
resource group
® _�� ■ landscape architecture
_ ■ civil engineering
m_ _______ __ ■ urban design
CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL
3 LAND DEVELOPMENT STANDARDS
CHARLOT
TE INCLUDES CHARLOTTE ETJ INLET PROTECTION
12" MIN OF NCDOT #5 W =5' MIN.
CROSS- SECTION OR #57 WASHED STONE -
TEMPORARY SEDIMENT
TRAP DESIGN CRITERIA
DRAINAGE
€IY� <'� sEs
' te,Ft
AREA
< 1 AC.
(ACRES)
MIN.
j�
Z 3
2:1
WIDTH
MOUNTED ON ANY ANGLE
RATIO
r
3600
MIN.
(CU. FT.
VOLUME
PER AC.
REQUIRED
CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL
3 LAND DEVELOPMENT STANDARDS
CHARLOT
TE INCLUDES CHARLOTTE ETJ INLET PROTECTION
12" MIN OF NCDOT #5 W =5' MIN.
CROSS- SECTION OR #57 WASHED STONE -
TEMPORARY SEDIMENT
TRAP DESIGN CRITERIA
DRAINAGE
€IY� <'� sEs
' te,Ft
AREA
< 1 AC.
(ACRES)
MIN.
j�
LENGTH TO
2:1
WIDTH
MOUNTED ON ANY ANGLE
RATIO
BELOW
3600
MIN.
(CU. FT.
VOLUME
PER AC.
REQUIRED
DISTURBED)
FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING'
435
SURFACE
(SQ. FT.
AREA
PER CFS
REQUIRED
Q10)
PLAN VIEW
DESIGN SETTLED TOP
T= 1.5 MIN.
3600 CU FT / ACRES'
21" MIN.
`I
H
FILTER
FABRIC
OVERFILL 6" FOR
SETTLEMENT
5' MAX
12" YARD INLET
:V
:9
U
x
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE
DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN
A SUITABLE AREA AND IN SUCH A MANNER
THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR HIS
AGENT AFTER EACH STORM EVENT AND
REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE
CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE
MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED
AND THE. AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY
STABILIZED.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE.
A ..,
STORAGE
AREA4fd
�?zx.
z
12" MIN
r?a
3' -4'
SECTION A -A
y�
a�
#y
�y
NOTE:
��
3 rX L �s L 10 MIN.
€IY� <'� sEs
' te,Ft
EMERGENCY
"
w
_
j�
BY PAS S 6
PLEASE REFER TO
MOUNTED ON ANY ANGLE
r F f\r s
BELOW
0° TO 359°. TO DETERMINE MINIMUM
NCESCPDM SECTION #6.60'
ANGLE BETWEEN ADAPTORS SEE SHEET
J
�, „
SETTLED TOP
ORAINGE
AREA
AC
FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING'
2' TO 3.5
'� ��� -�
71,
OF DAM
REQ`D
SURFACE
SQ
PROVIDEDI
SURFACE
SQ
PROVIDED
SURFACE
ELEV.
TOP OF
SPILLWAY DIMS
.
- .
BERM
ELEV.
VV
TEMPORARY SEDIMENT
L
FI
NOT TO SCALE
NATURAL
GROUND
tK MULCH, PLACE BARK
TRAPS.
1 0.59
2124
6125
658
AT AREAS NOT
1 870
FILTER FABRIC
660
66..5
5
;TED BY BARRIER.
1 1(
Q 0.02
6
CHARLTTTE_
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
TEMPORARY
SEDIMENT
TRAP
NOT TO SCALE
DATA BLOCK
12" YARD INLET
:V
:9
U
x
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE
DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN
A SUITABLE AREA AND IN SUCH A MANNER
THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR HIS
AGENT AFTER EACH STORM EVENT AND
REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE
CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE
MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED
AND THE. AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY
STABILIZED.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE.
A ..,
STORAGE
AREA4fd
�?zx.
z
12" MIN
r?a
3' -4'
SECTION A -A
y�
a�
#y
�y
GRAVEL AND RIPRAP SEDIMENT BASIN DATA
f'
w
_
*(1) ADAPTORS CAN BE
Ne
MOUNTED ON ANY ANGLE
>
0° TO 359°. TO DETERMINE MINIMUM
z
ANGLE BETWEEN ADAPTORS SEE SHEET
J
#6
BASIN
NUM
_
ORAINGE
AREA
AC
Q
CFS
DENUDED
AREA
AC
REQ'D
VOLUME
C
PROVIDED
VOW ME
CF
BOTTOM
ELEV
(MIS
REQ`D
SURFACE
SQ
PROVIDEDI
SURFACE
SQ
PROVIDED
SURFACE
ELEV.
TOP OF
SPILLWAY DIMS
.
- .
BERM
ELEV.
VV
X
L
FI
NOT TO SCALE
GR.1
0.59
1 2.0
1 0.59
2124
6125
658
1 870
9
660
66..5
5
7
1 1(
Q 0.02
6
CHARLTTTE_
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
TEMPORARY
SEDIMENT
TRAP
12" YARD INLET
:V
:9
U
x
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE
DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN
A SUITABLE AREA AND IN SUCH A MANNER
THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR HIS
AGENT AFTER EACH STORM EVENT AND
REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE
CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE
MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED
AND THE. AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY
STABILIZED.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE.
A ..,
STORAGE
AREA4fd
�?zx.
z
12" MIN
r?a
3' -4'
SECTION A -A
y�
a�
#y
�y
f'
w
_
*(1) ADAPTORS CAN BE
Ne
MOUNTED ON ANY ANGLE
>
0° TO 359°. TO DETERMINE MINIMUM
z
ANGLE BETWEEN ADAPTORS SEE SHEET
J
#6
•
m
<
*aria
ir)
>
12'
0
d�
12" YARD INLET
:V
:9
U
x
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE
DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN
A SUITABLE AREA AND IN SUCH A MANNER
THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR HIS
AGENT AFTER EACH STORM EVENT AND
REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE
CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE
MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED
AND THE. AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY
STABILIZED.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE.
A ..,
STORAGE
AREA4fd
�?zx.
z
12" MIN
r?a
3' -4'
SECTION A -A
y�
a�
#y
�y
f'
SHE'D Sr,,,
Ne
STORAGE
;uQ
*,.m
?:g*g_
AREA
•
*aria
�06a6Q
0
�
CATCH . &aaaa
BASIN aaaaaa
008*
• .
t
p E
WASHED w
STONE
a
o:
< F%cn
m CATCH
Cox[ i BAS15M i "
T
1.5
CITY OF CHARLOTTE
9 LAND DEVELOPMENT STANDARDS STONE INLET P R O TE C TI O N
�TTE INCLUDES CHARLOTTE ETJ
30.08
Copyright ©2011 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No #bird party use or modification is permitted without written authorization.
■ land planning
■ traffic engineering
■ transportation planning
2459 Wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
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O5/27/14 :
�� ,,' F!I!G I NEED •' ��
/ / ��wI I i
PROJECT #: 409 -001
DRAWN BY: KK
CHECKED BY: MM
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
•
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•
0
am
• •
i •'
34-67 ;
O5/27/14 :
�� ,,' F!I!G I NEED •' ��
/ / ��wI I i
PROJECT #: 409 -001
DRAWN BY: KK
CHECKED BY: MM
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET

DWG
SHEET TITLE
SPECIAL REQUIREMENTS AND NOTES
300.01
METHOD OF PIPE INSTALLATION
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
310.02
PARALLEL PIPE END SECTION- PRECAST CONCRETE FOR 15" TO 24" PIPE
REGIUIRED IN RIGHT OF WAY WITHIN THE ETJ
310.03
CROSS PIPE END SECTION- PRECAST CONCRETE FOR 18" TO 30" PIPE
RECUIRED IN RIGHT OF WAY WITHIN THE ETJ
310.10
DRIVEWAY PIPE CONSTRUCTION USING NO SPECIAL END SECTIONS
ONL` AT LOCATIONS APPROVED BY THE CITY ENGINEER
815.03
1 PIPE UNDERDRAIN AND BLIND DRAIN
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
816.03
GEOCOMPOSITE SHOULDER DRAIN
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.01
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NO - 1
838.64
15" THRU 48" PIPE 90' SKEW
NOTE 1
838.02
CONCRETE ENDWALL AND SLUICE GATE 15" THRU 36" PIPE -90' SKEW
N07E 1
838.04
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOT 11
838.75
17 "X13 "THRU 71 "X47" PIPE ARCH 90' SKEW
NOT- 1
838.05
CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 15" THRU 48" PIPE
N0T_ 1
838.06
CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 17 "X13" THRU 71 "X47"
NOT= 1
840.01
71 "X47" ARCH PIPE
NOTE 1
838.07
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOT_ 1
840.03
40 "X31" THRU 66 "X51" PIPE ARCH 90'SKEW
NOTE 1
838.08
CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 40 "X32"
NOT" - 1
840.05
THRU 66 "X51" PIPE ARCH
NOT- 1
838.10
CONCRETE ENDWALL FOR OUTFALL 4' -6" OR 8" PIPE
NOTE 1
838.11
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOT- 1
840.16
15" THRU 48" 90' SKEW
NOT_ 1
838.14
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 17 "X31"
NOT. 1
840.18
THRU 71 "X47" 90' SKEW
NOT_ 1
838.15
BRICK "L" ENDWALL FOR SINGLE PIPE CULVERTS 15" THRU 48" PIPE
NOT._ 1
838.16
BRICK "L" ENDWALL FOR SINGLE PIPE CULVERTS 17 "X13" THRU
NOTE 1
840.22
71 "X47" PIPE ARCH
N07-- 1
838.17
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 40 "X31"
NOT_ 1
840.25
THRU 66 "X51" PIPE ARCH 90'SKEW
N01_ 1
838.18
BRICK ENDWALL FOR SINGLE PIPE CULVERTS 40 "X31" THRU
N0T_ 1
840.27
66 "X51" PIPE ARCH 90' SKEW
NOT_ 1
838.20
BRICK ENDWALL FOR OUTFALL 4 ", 6" AND 8" PIPE
NOTE 1
838.21
REINFORCED CONCRETE ENDWALL FOR SINGLE 54" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.22
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 54" PIPE 90' SKEW
N01 _ 1 SEE CLDS 20.17 FOR SPLASH PAD
838.27
REINFORCED CONCRETE ENDWALL FOR SINGLE 60" PIPE 90' SKEW
NOT 11 SEE CLDS 20.17 FOR SPLASH PAD
838.28
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90' SKEW
NOT,_ 1 SEE CLDS 20.17 FOR SPLASH PAD
838.33
REINFORCED CONCRETE ENDWALL FOR SINGLE 66" PIPE 90' SKEW
NOT -- 1 SEE CLDS 20.17 FOR SPLASH PAD
838.34
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 66" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.39
REINFORCED CONCRETE ENDWALL FOR SINGLE 72" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.40
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 72" PIPE 90' SKEW
NO r_ 1 SEE CLDS 20.17 FOR SPLASH PAD
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (2500PSI). THE CITY REQL'I'RES 3600 PSI CONCRETE STRENGTH @ 28 DAYS. 3600 PSI
CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS.
DWG
SHEET TITLE
SPECIAL REQUIREMENTS AND NOTES
838.45
NOTES FOR REINFORCED CONCRETE ENDWALL STANDARD DRAWINGS
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
840.32
838.21 THRU 838.40
40TE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.51
REINFORCED BRICK ENDWALL FOR SINGLE 54 PIPE 90 SKEW
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.52
REINFORCED BRICK ENDWALL FOR DOUBLE: & TRIPLE 54" PIPE 90'SKEW
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.57
REINFORCED BRICK ENDWALL FOR SINGLE: 60" PIPE 90' SKEW
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.58
REINFORCED BRICK ENDWALL FOR DOUBLE. & TRIPLE 60" PIPE 90' SKEW
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.63
REINFORCED BRICK ENDWALL FOR SINGLE 66" PIPE 90' SKEW
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.64
REINFORCED BRICK ENDWALL FOR DOUBLE: & TRIPLE 66" PIPE 90' SKEW
IOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.69
REINFORCED BRICK ENDWALL FOR SINGLE 72" PIPE 90' SKEW
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.70
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 72" PIPE 90' SKEW
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.75
NOTES FOR REINFORCED BRICK ENDWALL STANDARD DRAWINGS 838.51 THRU 838.70
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.80
PRECAST CONCRETE ENDWALL FOR SINGLEE. 12" THRU 72" PIPE 90' SKEW
-
ZD
840.00
CONCRETE BASE PAD FOR DRAINAGE STRiICTURES
_
840.01
BRICK CATCH BASIN 15" THRU 54" PIPE
; ,
840.02
CONCRETE CATCH BASIN 12" THRU 54" PIPE
840.03
FRAME GRATE BASIN 12" THRU 54" PIPE:
TYPE F AND G GRATES ARE OPTIONAL WITHIN THE CITY LIMITS
840.04
CONCRETE OPEN THROAT CATCH BASIN 12" THRU 48" PIPE
NOTE 1 - OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET R/W
MANHOLE RING AND COVER REQUIRED IN TOP SLAB SEE CLDS 20.05 A &B
840.05
BRICK OPEN THROAT CATCH BASIN 15" TI=-1RU 48" PIPE
NOTE 1 - OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET R/W
MANHOLE RING AND COVER REQUIRED IN TOP SLAB SEE CLDS 20.05 A &B
840.14
CONCRETE DROP INLET 12" THRU 30" PIFIE
NOTE 1
840.15
BRICK DROP INLET 12" THRU 30' PIPE
NOTE 1
840.16
DROP INLET FRAME AND GRATE FOR USE: WITH DINGS. 840.14 & 840.15
NOTE 1
840.17
CONCRETE GRATED DROP INLET TYPE "A " 12" THRU 72" PIPE
NOTE 1
840.18
CONCRETE GRATED DROP INLET TYPE "B" 12" THRU 36" PIPE
NOTE 1
840.19
CONCRETE GRATED DROP INLET TYPE "D" 12" THRU 36" PIPE
NOTE 1
840.20
FRAMES AND WIDE SLOT FLAT GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840.22
FRAMES AND WIDE SLOT SAG GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840.24
FRAMES AND NARROW SLOT SAG GRATES'
840.25
ANCHORAGE FOR FRAMES BRICK OR CON.'RETE
840.26
BRICK GRATED DROP INLET TYPE "A" 12" THRU 72" PIPE
840.27
BRICK GRATED DROP INLET TYPE "B" 12" THRU 36" PIPE
840.28
BRICK GRATED DROP INLET TYPE "D" 12" THRU 36" PIPE
840.29
FRAMES AND NARROW SLOT FLAT GRATE:-;
840.30
DRIVEWAY..DROP INLET
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (2500PSI). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH ® 28 DAYS. 3600 PSI
CONCRETE SHALL BE USED IN ALL CITY AI`;IO ETJ PROJECTS.
DWG
SHEET TITLE
SPECIAL REQUIREMENTS AND NOTES
840.31
CONCRETE JUNCTION BOX WITH OPTIONAL MANHOLE 12" THRU 66" PIPE
NOTE 1 OPTION MANHOLE IS REQUIRED
840.32
BRICK JUNCTION BOX 42" THRU 66" PIPE
NOTE 1 OPTION MANHOLE IS REQUIRED
840.34
TRAFFIC BEARING JUNCTION BOX FOR USE WITH PIPES 42" AND UNDER
NOTE 1 OPTION MANHOLE IS REQUIRED AS MEASURED FROM BOTTOM OF
TOP SLAB -- FOR JUNCTION BOX HEIGHT 0' -4'8" USE 8' THICK WALL,
FROM 4'8" HEIGHT TO 10' HEIGHT, USE 12" THICK WALL. IF PROPOSED
STRUCTURE EXCEEDS 12' -0 HEIGHT A SPECIAL DESIGN WILL BE REQUIRED.
840.35
TRAFFIC BEARING DROP INLET FOR CAST IRON DOUBLE FRAME AND GRATES
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
840.36
TRAFFIC BEARING DROP INLET FOR STEEL 840.37 DOUBLE FRAME AND GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840.37
STEEL GRATE AND FRAME
NOT FOR USE IN PEDESTRIAN AREAS
840.41
SPRING BOX CONCRETE OR BRICK
APPROVED FOR USE IN THE CITY OF CHARLOTTE
840.45
PRECAST DRAINAGE STRUCTURE (SOLID AND WAFFLE WALL)
WAFFLE WALL IS NOT PERMITTED IN ROADWAY, PLANTING STRIPS,
OR MEDIANS. ALL OPENINGS SHALL BE PRE -CAST
840.46
TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
2.33'
840.51
BRICK MANHOLE 12" 36" PIPE
14.5'
840.52
PRECAST MANHOLE 4' 5' AND 6' DIAMETER 12" THRU 42" PIPE
AND CHARLOTTE ETJ
20.000 110
840.53
PRECAST MANHOLE WITH MASONRY BASE 12" THRU 42" PIPE
-
ZD
840.54
MANHOLE FRAME AND COVER
_
840.60
1 DRAINAGE STRUCTURE STEPS
; ,
840.71
CONCRETE PAVED DITCHES
840.72
PIPE COLLAR
850.01
CONCRETE PAVED DITCHES
852.04
METHODS FOR PLACEMENT OF DROP INLETS IN GRASSED MEDIAN USING 1' -6" CURB
AND GUTTER
852.05
MEDIAN CURB FOR CATCH BASIN FOR USE WITH 1' -6" CURB AND GUTTER
852.06
METHOD OF PLACEMENT OF DROP INLETS IN CONCRETE ISLANDS
876.01
RIP RAP IN CHANNELS
•
876.03
DRAINAGE DITCHES WITH CLASS "A" RIP RAP
876.04
DRAINAGE DITCHES WITH CLASS "B" RIP RAP
310.01
1998 DRAWINGS CONCRETE FLARED END SECTION
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (2500PSI). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH ® 28 DAYS. 3600 PSI
CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS.
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND
DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER
DESIGN MANUAL FOR RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND
AROUND THE END OF THE PIPE OR CULVERT AT THE
DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A
HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON
TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO
BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE
INVERT OF THE APRON SHALL BE AT THE SAME GRADE
(FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE
DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO
THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM
TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95%
OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE
RECEIVING CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE
APRON WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE
PRIOR TO PLACEMENT OF RIP RAP. 10. ANY DISTURBED AREA
FROM END OF APRON TO RECEEVING CHANNEL MUST BE
STABILIZED.
USE USDA NOMOGRAPH FROM NO SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
Z
9
a
END OF FLARED SECTION
OUTLET
La
W1
NCDOT STANDARDS
'T
®
SKIMMER PRA
NCDOT STANDARDS
10.33'
1'
to"
NCDOT STANDARDS
1
t0'
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
APPROVED FOR USE IN THE CITY OF CHARLOTTE
2
.22'
CITY O CI'IL'T SITE
LAND DEVELOPMENT STANDARDS
APPROVED FOR USE IN THE CITY OF CHARLOTTE
14.5'
6'
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
APPROVED FOR USE IN THE CITY OF CHARLOTTE
FES -200
CHARLOTTE.
INCLUDES CHARLOTTE ETJ
AND C H A R L 0 TTE ETJ
18"
2.33'
INCLUDES CHAD LOTTE ETJ
AND CHARLOTTE ETJ
14.5'
CHARLOTTE.
INCLUDES CHARLOTTE ETJ
AND CHARLOTTE ETJ
20.000 110
U
=
-
ZD
- 20.00A 11
�;.__
_
- -
20.008 5
; ,
C•
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND
DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER
DESIGN MANUAL FOR RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND
AROUND THE END OF THE PIPE OR CULVERT AT THE
DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A
HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON
TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO
BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE
INVERT OF THE APRON SHALL BE AT THE SAME GRADE
(FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE
DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO
THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM
TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95%
OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE
RECEIVING CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE
APRON WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE
PRIOR TO PLACEMENT OF RIP RAP. 10. ANY DISTURBED AREA
FROM END OF APRON TO RECEEVING CHANNEL MUST BE
STABILIZED.
USE USDA NOMOGRAPH FROM NO SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
Z
9
a
END OF FLARED SECTION
OUTLET
La
W1
W2
'T
H
SKIMMER PRA
to'
10.33'
1'
to"
.22'
SKIMMER PR.2
t0'
10.33'
1'
to"
.22'
FES -100
12.5'
14.5'
6'
13.5"
1.33'
FES -200
22'
25.5'
10.5'
18"
2.33'
FES -300
12.5'
14.5'
6'
18"
16"
U
=
-
ZD
0
02
••
..
•
d50 (see fig 8.06 aft "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T = 1.5 X dmax.
CITY OF CHARLOTTE
4 LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
PVC CLEANOUT
FINISHED GROUND -�
PVC AREA DRAIN
PER PLAN
NATURAL GRADE -:
CLASS B
CLASS B g.
CLASS B
PLAN
°V
0 % SLOPE
£ ' 1
-
I
f`
t'
MIN.
y 9 d
FABRIC LAP (IFI
NEEDED)
ELEVATION
RIP RAP -`
s
s
.
.. 3 "-ice .-', - ,�y . , -� T (THICKNESS)
N ✓TE: LAYER OF FILTER FABRIC
MII,IIWUM H =2/3 PIPE DIAMETER
SECTION B -B
NOT TO SCALE
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM I S
20.23
DOWNSPOUT PER
ARCHITECTURAL PLANS
BUILDING FACE
PVC DOWNSPOUT ADAPTER
INJECTION MOLDED
90 BEND
HOPE CORRUGATED
DRAINAGE PIPE (1% MIN.)
�- INJECTICN MOLDED
TEE FITTING
REDUCTING TEE
(AS NEEDED)
EXISTING OR FINISHED GRADE
CHARLOTTE " ff"A F,)
UTILITIES
• 1
DOWN SPOUT CONNECTION r g
CHAMOTTE. TTE-
LATERAL INSTALLATION
AT MANHOLE
COPOL "MER POLYPROPYLENE PLASTIC
5 -3/4"
1000 LB. PULL OUT TEST REPORT
REQUIRED ON EACH STEEP.
CHARLOTTE MECKLENBURG
UTILITIIES
/8" 3-
1/4"
1/2" GRADE 60 STEEL REINFORCEMENT
NOTES: SECTION A -A
THIS STEP TO BE DRIVEN INTO
TAPERED HOLES IN PRECAST
MANHOLE SECTIONS. DO NOT
USE AS A GROUTED -IN STEP.
16" O.C.
JOINT w
V)
STEPS (ON STRAIGHT WALL) Of
-STRAIGHT WALL OF M.H. L
TO BE LOCATED OVER
INFLUENT PIPE (4'0 M.H.)
Z
0
9' MI v
W
in
4' -0" OR 5' -0" w
W
C0
I
1 I I
I I I
I
A
4.
FOR 8" AND 10" PIPE, INVERTS ARE TO BE
3/4" PIPE OD AT TROUGH. FOR 12" AND
LARGER PIPE, PROVIDE FULL INVERT AS
SHOWN. THE SHELF SHALL SLOPE 2" FROM
THE MANHOLE WALL TO THE TROUGH.
FLEXIBLE COUPLING CAST IN BASE OR
INSTALLED IN CORED HOLE WITH
STAINLESS STEEL COMPRESSION DEVICE.
►o
VARIES
VARIES
a
CITY OF CHARLOTTE STANDARD
CAST IRON FRAME AND COVER
(BOLT DOWN -WATER TIGHT)
2' t 2,
TYP.
16'" 0, C. F
4'
NOTES:
1. MANHOLE TO CONFORM WITH ASTM C478 EXCEPT AS
MODIFIED BELO'TM9.
2. MANHOLE BASE TO BE REINFORCED WITH A MINIMUM AREA
OF 0.20 SQ. IN. PER LINEAL FOOT EACH WAY. WALL
REINFORCING TO BE MINIMUM OF 0.12 SQ. IN. PER LINEAL
FOOT. EITHER TONGUE OR GROOVE SHALL HAVE
REINFORCING EQUAL IN AREA TO MINIMUM OF WALL
SECTION.
3. ALL JOINTS SHALL CONFORM WITH ASTM C443.
4. STEPS TO BE PLASTIC PER CITY STANDARDS.
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER
THAN OUTSIDE DIAMETER OF PIPE AND ADDITIONALLY
REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF STEEL
AT 90 DEGREES (ADDITIONAL REINFORCING NOT REQUIRED
FOR CORED OPENINGS)
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH
A MINIMUM OF HONEYCOMB, FINS AND OTHER
IMPERFECTIONS.
7. PENETRATING LIFTING HOLES SHALL BE PLUGGED WITH
EXPANSION GROUT.
B. INVERTS MAY BE 3600 PSI READY MIX CONCRETE IN LIEU
OF BRICK. PRECAST INVERTS ARE ACCEPTABLE.
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
10. 4'4 CONE SECTIONS MAYBE USED WITH 5'0 MANHOLES
WITH A 5' -4" TRANSITION SECTION PLACED DIRECTLY
BENEATH THE 4'0 CONE.
11. ALL MANHOLE SECTIONS SHALL BE DESIGNED FOR H -20
LOADING.
12. MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES
WITH BOLT DOWN F &C IS 32 ".
PLASTIC STEP CORED HOLE ® CHARLOTTE MECKLENBURG PRECAST MANHOLES
DRIVEN IN PLACE 9 UTILITIES 4' AND 5' DIAMETER
E.
Copyright © 2011 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
°V
CEW:t6.
A
DOWN SPOUT CONNECTION r g
CHAMOTTE. TTE-
LATERAL INSTALLATION
AT MANHOLE
COPOL "MER POLYPROPYLENE PLASTIC
5 -3/4"
1000 LB. PULL OUT TEST REPORT
REQUIRED ON EACH STEEP.
CHARLOTTE MECKLENBURG
UTILITIIES
/8" 3-
1/4"
1/2" GRADE 60 STEEL REINFORCEMENT
NOTES: SECTION A -A
THIS STEP TO BE DRIVEN INTO
TAPERED HOLES IN PRECAST
MANHOLE SECTIONS. DO NOT
USE AS A GROUTED -IN STEP.
16" O.C.
JOINT w
V)
STEPS (ON STRAIGHT WALL) Of
-STRAIGHT WALL OF M.H. L
TO BE LOCATED OVER
INFLUENT PIPE (4'0 M.H.)
Z
0
9' MI v
W
in
4' -0" OR 5' -0" w
W
C0
I
1 I I
I I I
I
A
4.
FOR 8" AND 10" PIPE, INVERTS ARE TO BE
3/4" PIPE OD AT TROUGH. FOR 12" AND
LARGER PIPE, PROVIDE FULL INVERT AS
SHOWN. THE SHELF SHALL SLOPE 2" FROM
THE MANHOLE WALL TO THE TROUGH.
FLEXIBLE COUPLING CAST IN BASE OR
INSTALLED IN CORED HOLE WITH
STAINLESS STEEL COMPRESSION DEVICE.
►o
VARIES
VARIES
a
CITY OF CHARLOTTE STANDARD
CAST IRON FRAME AND COVER
(BOLT DOWN -WATER TIGHT)
2' t 2,
TYP.
16'" 0, C. F
4'
NOTES:
1. MANHOLE TO CONFORM WITH ASTM C478 EXCEPT AS
MODIFIED BELO'TM9.
2. MANHOLE BASE TO BE REINFORCED WITH A MINIMUM AREA
OF 0.20 SQ. IN. PER LINEAL FOOT EACH WAY. WALL
REINFORCING TO BE MINIMUM OF 0.12 SQ. IN. PER LINEAL
FOOT. EITHER TONGUE OR GROOVE SHALL HAVE
REINFORCING EQUAL IN AREA TO MINIMUM OF WALL
SECTION.
3. ALL JOINTS SHALL CONFORM WITH ASTM C443.
4. STEPS TO BE PLASTIC PER CITY STANDARDS.
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER
THAN OUTSIDE DIAMETER OF PIPE AND ADDITIONALLY
REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF STEEL
AT 90 DEGREES (ADDITIONAL REINFORCING NOT REQUIRED
FOR CORED OPENINGS)
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH
A MINIMUM OF HONEYCOMB, FINS AND OTHER
IMPERFECTIONS.
7. PENETRATING LIFTING HOLES SHALL BE PLUGGED WITH
EXPANSION GROUT.
B. INVERTS MAY BE 3600 PSI READY MIX CONCRETE IN LIEU
OF BRICK. PRECAST INVERTS ARE ACCEPTABLE.
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
10. 4'4 CONE SECTIONS MAYBE USED WITH 5'0 MANHOLES
WITH A 5' -4" TRANSITION SECTION PLACED DIRECTLY
BENEATH THE 4'0 CONE.
11. ALL MANHOLE SECTIONS SHALL BE DESIGNED FOR H -20
LOADING.
12. MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES
WITH BOLT DOWN F &C IS 32 ".
PLASTIC STEP CORED HOLE ® CHARLOTTE MECKLENBURG PRECAST MANHOLES
DRIVEN IN PLACE 9 UTILITIES 4' AND 5' DIAMETER
E.
Copyright © 2011 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
CONSTRUCTION
DOCUMENTS
/llllll I It.
I-I IoW
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
.
C`
t:
�
U
=
-
ZD
0
02
••
..
•
•
C•
..
•'
..
t.0
,
•
•
Co
CONSTRUCTION
DOCUMENTS
/llllll I It.
I-I IoW
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET

NOTES:
(g CHECK VALVE w
w w
NO.
DESCRIPT 10 N
a
61 0" 8
8.5 2" BRASS 90" BEND (FNPT x FNPT) z
A. ALL FLANGE HARDWARE ( BOLTPNASHE t UT
) SHALL BE STAINLESS
STEEL 304 WITH ANTI COMPOUND.
G STEEL REINFORCING DESIG N SH A LL CONFORM TO ASTM C857
8.6 2" METER 2 BOLT METER FL - EACH END WITH AMR! TRANSMITTER 1
_
1
8" OUTLET TAPPING SLEEVE AND fl" FL x MJ TAPPING VALVE ON EXISTING MAIN. W 0
8.7 2" BRONZE CHECK VALVE (FNPT x FNPT
lj
-TYPE -SEIZE
S. ALL PIPE SHALL BE RESTRAINED JOINT DUCTILE
H. REBARS SHALL BE GRADE 60 PER ASTM A615
O h
8" MECHANICAL JOINT OUTLET TEE AND 8" MJ GATE VALVE ON NEW MAIN
Q
2.5^ .
.10 2" RED BRASS PIPE NIPPLES (TYP - AS READ) - ( MNPT x MNPT) 0
IRON FROM TAP TO
PROPERTY
1. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185
0 2" (MIN.) SQUARE HEAD BRASS PLUG (MNPT) U
2
STANDARD VALVE BOX
C) a
0
LINE VALVE.
J. DIAGONAL REINFORCING SHALL BE ADDED AT ALL OPENINGS
ASSEMBLY (TYPICAL) - ALL VALVES
O
C. METER CONFIGURATION AND LENGTH! WIDTH MAY VARY DUE TO
K. PIPE PENETRATIONS SHALL BE SEALED WITH FLEXIBLE CONNECTERS
3
8" DUCTILE IRON PIPE - RESTRAINED
Z
BRAND - VERIFY DIMENSIONS T
D A ENSIGNS TO DE ERMINE MINIMUM VAULT 1
UL SIZE.
BOOTS OR WITH 8 -PANSI OF BRICK MORTAR AND 1 t
S C& 0 1
4
8" MJ x FL DUCTILE IRON ADAPTER ON SHORT SIDE SERVICE {NOT
O s
0 r
Z m
D. VAULT SHALL BE SIZED AS NEEDED FOR MINIMUM CLEARANCE AS
SHOWN AND RATED FOR NCDOT HS -20 LOADING - SUBMIT SHOP
NCH THICK
INCH THICK CONSTRUCTION EXPANSION MATERIAL)
L. FRAME TO BE FLUSH WITH GROUND OR CONCRETE SIDEWALK, GROUND
SHOWN), 8" MJ x FL GATE VALVE ON LONG SIDE SERVICE (SHOWN)
DRAWINGS / P.E. SEALED FOR REVIEW.
SHALT_ SLOPE AWAY FROM VAULT.
5
8" ALL FLANGE DUCTILE IRON TEE
E. ALL CONCRETE SHALL BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH-
M. ALL JOINTS SHALL BE MADE WATERTIGHT USING 2 RINGS OF BUTYL
6
8" ALL FLANGE GATE VALVE
F. DESIGN SHALL CONFORM TO ASTM C858 - SPECIFICATIONS FOR
RUBBER JOINT MASTIC.
"UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURE"
N. ALL VALVES Si TALL BE OPEN RIGHT - CLOCKWISE, EXCEPT NO. ©
7
8" ALL FLANGE DUCTILE IRON PIPE SPOOL - L = 36" (MIN.) (SPECIAL
J
CLASS 53)
I- Z)
8
8" FMCT METER ASSEMBLY (FLANGE x FLANGE)
U Q
B.1 STRAINER
:L >
1'rJ suh1P HOL_I
-
82 METER WITH AMR / TRANSMITTER
374- TAPIPL
UGGED-
tFOR TESTING
Zs / 1s
4 (l
pE F
a 9 G
J
9
N /ATFR MAIN 1p
(g CHECK VALVE w
w w
I
2g 8
8.4 2" BRASS BALL VALVE 'WITH HANDLE (FNPT x FNPT) �
a
61 0" 8
8.5 2" BRASS 90" BEND (FNPT x FNPT) z
z
RAIN. _
tli
1
8.6 2" METER 2 BOLT METER FL - EACH END WITH AMR! TRANSMITTER 1
O
ALTERNATE SCHEMAii1C
8.7 2" BRONZE CHECK VALVE (FNPT x FNPT
h
(FOR UR11TE0 SPACE MSTnLn711 ➢NS) O
1& 2" BRONZE TEE (FNPT x FNPT z FNPT) �
O h
8.9 2 "BRONZE PLUG (MNPT) U
U
2.5^ .
.10 2" RED BRASS PIPE NIPPLES (TYP - AS READ) - ( MNPT x MNPT) 0
0 w
(MIN.) 21 27 0
0 2" (MIN.) SQUARE HEAD BRASS PLUG (MNPT) U
U a
9 B
0
- L = 66" (MIN) }-
s--t 22 (SPECIAL CLASS 53) w Q
TYPICAL PLAN 11 8". 1 1!2" SERVICE SADDLE WITH 1 1,•2" BALL CORPORATION STOP - CC -
23 TAPER TREAD W w
2 12 8" DUCTILE IRON PIPE - FLANGE x PE - L - 20" (MIN.) (SPECIAL CLASS 53) LU I-
SP ALTERNATE IN CONCRETE SIDEWALK ( 21 20 13 8" MECHANICAL JOINT DUCHLC IRON LONG PATTERN SOLID SLEEVE WITH LL, w
J1.1 o RESTRAINED JOINT
.' , .r 15 8" DUCTILE IRON PIPE - FLANGE x PE L = 30" (MIN.) (SPECIAL CLASS 53) z LU - - -`- 3 16 8" MECHANICAL JOINT (RJ) GATE VALVE - OPEN LEFT AT PROPERTY LING i 16 - 17 8" MECHANICAL JOINT PLUG WITH 2" TAP (FNPT) Do j 2 18 2" TEMPORARY BLOW OFF ASSEMBLY (GALV. STEEL (SCH 80), RED BRASS
(SCH 40), HOPE (DR9) OR DIP - END WITH THREADED COUPLING)
6 \ q I 6 1a ;. 1 20 19 GALV, STEEL OR S.S. ADJUSTABLE FLANGE PIPE SUPPORT (NUMBER W
n
-- TRAINEp LE "d
EE T 1S l ';
26 81 1 �� 2 6• REQ'D = 4) (WITH STAINLESS STEEL ADHESIVE ANCHORS) N
Irn e "I " 20 AMR TRANSMITTERS(ERT) m J
C ^� i 21 5 FT x 5 FT ACCESS DOOR - SEE STD. DETAIL w Q
1i I f 22 22 PRECAST REINFORCED CONCRETE VAULT - 8 FT x 6 FT x 5 FT (MIN.) Y W W
SEE NOTES C AND D. U - 0
B J III ��nar+.l W I' w
19 6.-0 . 23 MINIMUM OF (3) STD. SOLID CONCRETE BRICK COURSES UNDER ACCESS D H
1 3 q S2 P,.3 'Sufi q Q
L
ry0' (MIN., 15 t6 17 DOOR FRAME -MAX. '2 FT. _J
10 , 24 JOINT REQUIRED AT FLAT TOP SECTION
25 3/8" DIA. GALV. STEEL EYE BOLT (EPDXY ADHESIVE ANCHOR) - TYPICAL Q :D Q
26 AWG #12 GAUGE COPPER TRACER WIRE (THWN) - WITH BLUE INSULAI ION -
s• en v sx.vasl,eo sror+e o rn rr ur vuns.eo stone TERMINATE WITH 24` EXCESS WIRE (COILED) AT EYE BOLT AND VALVE N
.._ A Box (TYPICAL) x
SECTION `'1 =W 27 CAST IN PLACE CONCRETE SIDEWALK - BRICKWORK SHALL NOT EXTEND U
TYPICAL ELEVATION TO SURFACE. ACCESS DOOR FRAME SHALL REST ON SIDEWALK.
DIMENSION B - H VARY SLIGHTLY -AS DETERMINED BY MANUFACTURER. 28 VALVE LOCK (FURNISHED BY CMUD) - LOCK VALVE CLOSED.
5TER 0
I 29 PLASTIC STEP - 12" OR 16" O.C. VERTICAL SPACING. p
SIZE A B C D E F G H 8.11 J
_ Q
8" 53" 1 11 131161,113 29/64" 1 25 778" 1 34 1:4" 1 21 314" 1 12 1/2° 1 17" 3" 3" tl
CHARLOTTE MECKLENBURG
1 UTILITIES
CHARLOTTE-
BUILDING
PLUG FOR BUILDING
CONNECTION -T
8" FIRE METER COMPOUND TYPE
(FMCT)
NOTE:
CLEANOUT SHALL BE "JOSAM" #58680 -CO6 CAST
IRON IN 12" X 12" X 6" G�)NCRETE PAD
CLEAN -OUT PLUG
CLEAN -OUT BOX
f
CCUPACTED EARTH OR ASPHALT
(AFEAS OUTSIDE OF CONCRETE SIDEWALKS)
3,000 PAP. CONCRETE PAD
(12 "x12 -YE'
5' -0" I SERVICE WYE FOR 1N -LINE CONNECTION
i� AND AT BUILDING CONNECTION
NOTE:
CONTRACTOR SHALL USE A LONG
SWEEP AT THE END OF LINE.
q- SANITARY SEWER CLEAN-OUT DETAIL
CIURtMTE-
6" MIN.
NOTES:
1. HYDRANT LOCATION:
ON ROADS WITH CURB & GUTTER, USE DETAIL (11) IN ALL SWIVEL HYDRANT
CASES UNLESS OTHERWISE NOTED ON MAP. TEE
2. BURIAL TO BE 3.0' UNLESS OTHERWISE DIRECTED BY THE
ENGINEER. SWIVEL 90' 6" G. V. - M.J.
BEND
3. FOR HYDRANTS ON DEAD END LINES, MAIN LINE VALVES
ARE LOCATED DOWNSTREAM OF HYDRANT. .. ............................... ............. ... _
4. EXTENSIONS REQUIRED AS DETERMINED BY THE ENGINEER. 2° MIN.
F.H. (NON -N.C. DOT R /W)
5. 4" OUTLET TO BE TURNED FACING ROADWAY.
6. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED EARTH, BACK OF CURB
AMOUNT DETERMINED BY THE ENGINEER.
(1) PLAN VIEW
7. SEE DETAIL 5A FOR PLACEMENT OF F.H. IN N.C. DOT R /W.
8. ALL HYDRANT PIPING SHALL BE D.I.P.
..:
-�- CONCRETE
M.J. TEE -
M.J.RESTRAINED
JOINTS OR LONG
SWIVEL HYDRANT
ADAPTER.
F.H.
2.5' (TYP.) VALVE SHALL
VARIES NOT BE PLACED
IN ROAD DITCH.
6" G. V.
M.J.
CONCRETE
SWIVEL HYDRANT
TEE
6" G. V.
M.J.RESTRAINED
JOINTS OR LONG
SWIVEL HYDRANT
ADAPTER.
F.H.
(4) PLAN VIEW
FIRE - HYDRANT DETAIL
NOTES: m
M TO CMU
J
0 z
SPECIFICATIONS. SHUT -OFF VALVES ARE SPECIFIC T EACH APPROVED BACKFLOW PREVENTION ASSEMBLIE S (BP NS) CONFOR W
-
Q�
BPA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. a N
REFER TO CMU APPROVED LIST OF BPA's. Z
0: _
2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y) Z it "g
H H
ANDW EEL OPERATORS. IF SERVING FIRE SPRINKLERS TAMPER
SWITCHES ARE REQUIRED.
3, PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU
REDUCED PRESSi91RE PRINCIPLE ASSEMBLY STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH Z
MEGALUG RESTRAINTS OR APPROVED EQUAL.
4. SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER, 8"- 12" SHALL I,1J 0
SHUT -OFF VALVE #1 SHUT -OFF VALVE #2 BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF VALVE J rn
SEE NOTE #2 SEE NOTE #2 ON DRAIN PORT. Q V
5. INSULATED ENCLOSURE SHALL BE AS SPECIFIED 1
SP C D N CMU ENCLOSURE W
U
- i INFORMATION - HEATED INSULATED ENCLOSURE ARE REQUIRED FOR Z
FIR IN SERVICES. E LINE SER DES NO INSULATION SHALL BE WRAPPED AROUND BPA.
O
CHE � ,'V_A #1
CK
TEST COCK #7 CHECk: VALVE #2 I 6. ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL AND MUST BE W m
OUTSIDE OF ZONING SET -BACK. Q
® N
7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
RESTRAINED JOINT �', ®� ( BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
SEE NOTE #3
SUPPLY NH BETW EN ANY WATER METER TO THE
AND ITS U) _ I
REMOVABLE INSULATED CMU - REQUIRED BACKFLOW PREVENTER. (n (y
• - -••- '`
SUPPORTS
J i \\ \ J SEE NOTE #4 W
ENCLOSURE MEETING ASSE �Y /ES p � 4) 8. EACH CMU - REQUIRED BPA IS REQUIRED 70 BE TESTED BY A
1060 SPECIFICATIONS. ` CMU - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
ENCLOSURE TO INCLUDE J) - FLOW -- ( SYSTEM IN SERVICE. N
DRAIN PORT(S) PER CMU I DUCTILE IRON PIPE OR Q °~
REQUIREMENT. ®I TYPE K OR L COPPER 9. ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE - Q-
TUBING FOR MIN, OF 5' MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL W ry
SUPPORTS RELIEF VALVE ON EACH END OF ASSEMBLY. FROM THE APPROPRIATE CHARLOTTE- MECKLENBURG UTILITIES
2" MIN.
SEE NOTE #4 SEE NOTE tt3
30" MAX. OUTLET BACKFLOW INSPECTOR. _ _-
SLOPE GROUND < Q ...J
AW
AY FROM CO
COVER .. ...:_._.__�_. .._ _.._.._ WN c
i:IOWEST POINT OR tL W
SLEEVE REQUIRED E:ELIEF VALVE OUTLET �'° .� (n
TYP.) Q
SU P PO r:T PAD AND
CONC -..ETE FOOTINGS AS
REQUIhED BY SYSTEM DESIGNER ZONING CMU REQUIRED BPA
RESTRAINED JOINT SETBACK ABOVE GROUND
MIN. 4" THICK
SEE NOTE #3 CONCRETE PAD - -" - - - - -'" '_- ' --- - m j O_
REQUIRED SEE Z F'
PROPERTY NOTE #6 & #7 J N H w
LINE Y W W W
-- 0- o K
METER J dr 3 IL
PUBLIC W - Q 0 U.
MAINER 0 Z Y
Q
K QN
y m
2
U
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION m
N.T.S.
® 0
6
S
U
CHARLOTTE MECKLENBURG RPPA - 2 1/2"-12" ABOVE
UTILITIES GROUND
CONCRETE COVER WITH
CAST IRON HINGED LID
WT. 21 LBS.
2 3/4y
6 GA. WELDED
WIRE FRAME
1/2'
3"
•
110
101pi
WT. 12 BODY -74 LBS.
.7o
'tea
3
1 3/4"
NO. 36 -HIT (HINGED, IRON TRAFFIC)
TRAFFIC COVER -WT. 16 LBS.
CONCRETE METER BOX
FOR 3/4" WATER METER
Copyright ©2011 Design Resource Group, PA this plan or cll
NOTES: w m
a N
1. BACKFLOW PREVENTION ASSEMBLIES (BPA'S) SHALL CONFORM TO CMU W i Q ro
SP ECIFICATIONS, SHUT - OFF VALVES A RE SPECIFIC TO EACH APPROVED
Q o
BPA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. N o �°>
REFER TO CMU APPROVED LIST OF BPA's. z
O
e
m _
2. PIPE MATERIAL AND FITTI NGS SHALL BE AS SPECIFIED IN CMU Z
STANDARDS &:SPECIFICATIONS. F USING PVC P PE / FITTINGS
I I
VERTICAL SUP -SORT IS REQUIRED AND HORIZONTAL BRACING IS
RECOMMENDED,
3, INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU z
REDUCED PRESSURE ENCLOSURE INFORMATION - HEATED INSULATED ENCLOSURE IS W Z)
RECOMMENDED- NO INSULATION SHALL BE WRAPPED AROUND BPA.
SHUT -OFF VALVE #1
PRINCIPLE ASSEMBLY
SHUT-OFF - VALVE #2 J
4. ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL AND MUST BE
CHECK VALVE #2 OUTSIDE OF ZC {ING SET -BACK. _
U
5. THERE SHALL E_. NO TAPS PIPING BRANCHES UNAPPROVED
CHECK VALVE #1 -7 ,
_ _ /j /_
BYPASS PIPING" HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR Z
OTHER WATER -USING APPURTENANCES TO THE
SING A U ENANCES
t
SUPPLY LINE 61= 'i:'WEEN ANY WATER METER AND ITS
STRAINER
� I CMU - REQUIRED BACKFLOW PREVEN T
ER
co
RECOMMENDED
m
O - FLOW 6. EACH CMU RE0,UIRED BPA IS REQUIRED TO BE TESTED BY A W
CMU-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
REMOVABLE INSULATED I / ( ' - ( SYSTEM IN SERRACE. = r
ENCLOSURE MEETING ASSE 7. ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE - U) I
1060 SPECIFICATIONS. ( MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL (n' =
#9
ENCLOSURE TO INCLUDE TEST COCK - I I i FROM THE APPROPRIATE CHARLOTTE-MECKLENBURG UTILITIES W N11
DRAIN PORT(S) PER CMU LOWEST BACKFLOW INS= ECTOR.
I
REQUIREMENTS. x POINT
? a OR RELIEF Q,
Z VALVE ( TYPE K O'L- OPPER TUBING
OUTLET PIPE. 1" MIN. GALVANIZED
SLOPE GROUND I I ( STEEL PIPE OR SCH. 40 PVC W
AWAY FROM PIPE WITH SCH. 80 PVC FITTINGS.
COVER (TYP.) I SEE NOTE #2 = J
-,.. CMU REQUIRED BPA m
ABOVE GROUND
ZONING 6 -1$ -2009 (OR LATER) FOR
SETBACKK IRRIGATION 6F OPTION
MIN. 4" THICK
#67 WASHED
STONE OR - -- - - - - -- U'
CONCRETE PAD SEE 0 2
IF USING PVC PIPE - PROPERTY � NOTE #4 & #5 Z J 0
VERTICAL BRACING
IS REQUIRED _� _ _ _ _ _ - J N F w
IF USING PVC PIPE, HORIZONTAL
BRACING IS RECOMMENDED. .,� -^--- CMU Y W W W
METER a d
PUBLIC W
WATER F F O LL
MAIN O Q Y
Cr
0
4 y m
S
U
m
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION
N.T.S. _
U
CHARLOTTE MECKLENBURG RPPA - 3/4"-l" A'B 0 VE GROUND
UTILITIES
R
\- 22 -1/2' BEND (PVC, DIP OR CISP)
-�-✓ / COMPRESSION JOINT SEALER
L
SEWER TAP SADDLE
VARIES
WITH SLOPE EPDXY SEALANT AS RECOMMENDED BY
TAP SADDLE MANUFACTURER
VITRIFIED CLAY, PVC OR DUCTILE IRON PIPE.
NOTES:
1. THE OPENING IN PIPE SHALL BE CUT WITH A TAP MACHINE ONLY.
2. THE TAP SHALL BE MADE IN THE UPPER HALF OF THE PIPE AT 45'
FROM THE HORIZONTAL
3. MAXIMUM SIZE TAP SHALL BE FOUR INCHES.
4. TEE & BEND TO BE FULLY ENCASED WITH #67 CRUSHED STONE.
5. SDR 35 PVC LATERAL PIPE REQUIRE TYPE III GRANULAR BEDDING.
6. MIN. CLEAR TO PIPE JOINT ON MAIN SHALL BE V -0 ".
7. THE LATERAL MUST BE INSTALLED PERPENDICULAR TO THE MAIN.
8. IF THE LATERAL HAS LESS THAN 3' OF COVER, THE LATERAL MUST
BE D.I.P.
CHARLOTTE MECKLENBURG
UTILITIES
SCALE: NTS
4" LATERAL (TAP)
MIN. 6" FREEBOARD
-Q- DESIGN STORM - - _ - - - -
-11
3
I III= 111111111
REQUIRED HEAD H - -�
I I f i l l
1- -- % -I
I - - - - -- I
CITY OF CHARLOTTE
some LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
I I
( I
I
TOP OF BERM CONTOUR
SHOW AND LABEL ON PLAN
YARD INLET AREA (AC) CFS HEAD H (FT) COMMENT
103 1.65 7.66 0.35
301 2.06 9.56 0.41
302 1.79 8.31 0.37
SCALE: NTS
99=11211
GRADING AT
DR01 II
(�1f��(����S��Cmlllil {(fl��Uin In nnrm�d{aJ1, �1L.. I rll
design
resource
group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
ce .,
•
•• ..
�. rN
..
CL Uj
• •
•
C•
CONSTRUCTION
DOCUMENTS
I NEti�
wl ►i�o��
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
(g CHECK VALVE w
w w
I
2g 8
8.4 2" BRASS BALL VALVE 'WITH HANDLE (FNPT x FNPT) �
a
61 0" 8
8.5 2" BRASS 90" BEND (FNPT x FNPT) z
z
RAIN. _
tli
1
8.6 2" METER 2 BOLT METER FL - EACH END WITH AMR! TRANSMITTER 1
O
ALTERNATE SCHEMAii1C
8.7 2" BRONZE CHECK VALVE (FNPT x FNPT
h
(FOR UR11TE0 SPACE MSTnLn711 ➢NS) O
1& 2" BRONZE TEE (FNPT x FNPT z FNPT) �
O h
8.9 2 "BRONZE PLUG (MNPT) U
U
2.5^ .
.10 2" RED BRASS PIPE NIPPLES (TYP - AS READ) - ( MNPT x MNPT) 0
0 w
(MIN.) 21 27 0
0 2" (MIN.) SQUARE HEAD BRASS PLUG (MNPT) U
U a
9 B
0
s--t 22 (SPECIAL CLASS 53) w Q
TYPICAL PLAN 11 8". 1 1!2" SERVICE SADDLE WITH 1 1,•2" BALL CORPORATION STOP - CC -
23 TAPER TREAD W w
2 12 8" DUCTILE IRON PIPE - FLANGE x PE - L - 20" (MIN.) (SPECIAL CLASS 53) LU I-
SP ALTERNATE IN CONCRETE SIDEWALK ( 21 20 13 8" MECHANICAL JOINT DUCHLC IRON LONG PATTERN SOLID SLEEVE WITH LL, w
J1.1 o RESTRAINED JOINT
.' , .r 15 8" DUCTILE IRON PIPE - FLANGE x PE L = 30" (MIN.) (SPECIAL CLASS 53) z LU - - -`- 3 16 8" MECHANICAL JOINT (RJ) GATE VALVE - OPEN LEFT AT PROPERTY LING i 16 - 17 8" MECHANICAL JOINT PLUG WITH 2" TAP (FNPT) Do j 2 18 2" TEMPORARY BLOW OFF ASSEMBLY (GALV. STEEL (SCH 80), RED BRASS
(SCH 40), HOPE (DR9) OR DIP - END WITH THREADED COUPLING)
6 \ q I 6 1a ;. 1 20 19 GALV, STEEL OR S.S. ADJUSTABLE FLANGE PIPE SUPPORT (NUMBER W
n
-- TRAINEp LE "d
EE T 1S l ';
26 81 1 �� 2 6• REQ'D = 4) (WITH STAINLESS STEEL ADHESIVE ANCHORS) N
Irn e "I " 20 AMR TRANSMITTERS(ERT) m J
C ^� i 21 5 FT x 5 FT ACCESS DOOR - SEE STD. DETAIL w Q
1i I f 22 22 PRECAST REINFORCED CONCRETE VAULT - 8 FT x 6 FT x 5 FT (MIN.) Y W W
SEE NOTES C AND D. U - 0
B J III ��nar+.l W I' w
19 6.-0 . 23 MINIMUM OF (3) STD. SOLID CONCRETE BRICK COURSES UNDER ACCESS D H
1 3 q S2 P,.3 'Sufi q Q
L
ry0' (MIN., 15 t6 17 DOOR FRAME -MAX. '2 FT. _J
10 , 24 JOINT REQUIRED AT FLAT TOP SECTION
25 3/8" DIA. GALV. STEEL EYE BOLT (EPDXY ADHESIVE ANCHOR) - TYPICAL Q :D Q
26 AWG #12 GAUGE COPPER TRACER WIRE (THWN) - WITH BLUE INSULAI ION -
s• en v sx.vasl,eo sror+e o rn rr ur vuns.eo stone TERMINATE WITH 24` EXCESS WIRE (COILED) AT EYE BOLT AND VALVE N
.._ A Box (TYPICAL) x
SECTION `'1 =W 27 CAST IN PLACE CONCRETE SIDEWALK - BRICKWORK SHALL NOT EXTEND U
TYPICAL ELEVATION TO SURFACE. ACCESS DOOR FRAME SHALL REST ON SIDEWALK.
DIMENSION B - H VARY SLIGHTLY -AS DETERMINED BY MANUFACTURER. 28 VALVE LOCK (FURNISHED BY CMUD) - LOCK VALVE CLOSED.
5TER 0
I 29 PLASTIC STEP - 12" OR 16" O.C. VERTICAL SPACING. p
SIZE A B C D E F G H 8.11 J
_ Q
8" 53" 1 11 131161,113 29/64" 1 25 778" 1 34 1:4" 1 21 314" 1 12 1/2° 1 17" 3" 3" tl
CHARLOTTE MECKLENBURG
1 UTILITIES
CHARLOTTE-
BUILDING
PLUG FOR BUILDING
CONNECTION -T
8" FIRE METER COMPOUND TYPE
(FMCT)
NOTE:
CLEANOUT SHALL BE "JOSAM" #58680 -CO6 CAST
IRON IN 12" X 12" X 6" G�)NCRETE PAD
CLEAN -OUT PLUG
CLEAN -OUT BOX
f
CCUPACTED EARTH OR ASPHALT
(AFEAS OUTSIDE OF CONCRETE SIDEWALKS)
3,000 PAP. CONCRETE PAD
(12 "x12 -YE'
5' -0" I SERVICE WYE FOR 1N -LINE CONNECTION
i� AND AT BUILDING CONNECTION
NOTE:
CONTRACTOR SHALL USE A LONG
SWEEP AT THE END OF LINE.
q- SANITARY SEWER CLEAN-OUT DETAIL
CIURtMTE-
6" MIN.
NOTES:
1. HYDRANT LOCATION:
ON ROADS WITH CURB & GUTTER, USE DETAIL (11) IN ALL SWIVEL HYDRANT
CASES UNLESS OTHERWISE NOTED ON MAP. TEE
2. BURIAL TO BE 3.0' UNLESS OTHERWISE DIRECTED BY THE
ENGINEER. SWIVEL 90' 6" G. V. - M.J.
BEND
3. FOR HYDRANTS ON DEAD END LINES, MAIN LINE VALVES
ARE LOCATED DOWNSTREAM OF HYDRANT. .. ............................... ............. ... _
4. EXTENSIONS REQUIRED AS DETERMINED BY THE ENGINEER. 2° MIN.
F.H. (NON -N.C. DOT R /W)
5. 4" OUTLET TO BE TURNED FACING ROADWAY.
6. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED EARTH, BACK OF CURB
AMOUNT DETERMINED BY THE ENGINEER.
(1) PLAN VIEW
7. SEE DETAIL 5A FOR PLACEMENT OF F.H. IN N.C. DOT R /W.
8. ALL HYDRANT PIPING SHALL BE D.I.P.
..:
-�- CONCRETE
M.J. TEE -
M.J.RESTRAINED
JOINTS OR LONG
SWIVEL HYDRANT
ADAPTER.
F.H.
2.5' (TYP.) VALVE SHALL
VARIES NOT BE PLACED
IN ROAD DITCH.
6" G. V.
M.J.
CONCRETE
SWIVEL HYDRANT
TEE
6" G. V.
M.J.RESTRAINED
JOINTS OR LONG
SWIVEL HYDRANT
ADAPTER.
F.H.
(4) PLAN VIEW
FIRE - HYDRANT DETAIL
NOTES: m
M TO CMU
J
0 z
SPECIFICATIONS. SHUT -OFF VALVES ARE SPECIFIC T EACH APPROVED BACKFLOW PREVENTION ASSEMBLIE S (BP NS) CONFOR W
-
Q�
BPA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. a N
REFER TO CMU APPROVED LIST OF BPA's. Z
0: _
2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y) Z it "g
H H
ANDW EEL OPERATORS. IF SERVING FIRE SPRINKLERS TAMPER
SWITCHES ARE REQUIRED.
3, PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU
REDUCED PRESSi91RE PRINCIPLE ASSEMBLY STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH Z
MEGALUG RESTRAINTS OR APPROVED EQUAL.
4. SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER, 8"- 12" SHALL I,1J 0
SHUT -OFF VALVE #1 SHUT -OFF VALVE #2 BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF VALVE J rn
SEE NOTE #2 SEE NOTE #2 ON DRAIN PORT. Q V
5. INSULATED ENCLOSURE SHALL BE AS SPECIFIED 1
SP C D N CMU ENCLOSURE W
U
- i INFORMATION - HEATED INSULATED ENCLOSURE ARE REQUIRED FOR Z
FIR IN SERVICES. E LINE SER DES NO INSULATION SHALL BE WRAPPED AROUND BPA.
O
CHE � ,'V_A #1
CK
TEST COCK #7 CHECk: VALVE #2 I 6. ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL AND MUST BE W m
OUTSIDE OF ZONING SET -BACK. Q
® N
7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
RESTRAINED JOINT �', ®� ( BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
SEE NOTE #3
SUPPLY NH BETW EN ANY WATER METER TO THE
AND ITS U) _ I
REMOVABLE INSULATED CMU - REQUIRED BACKFLOW PREVENTER. (n (y
• - -••- '`
SUPPORTS
J i \\ \ J SEE NOTE #4 W
ENCLOSURE MEETING ASSE �Y /ES p � 4) 8. EACH CMU - REQUIRED BPA IS REQUIRED 70 BE TESTED BY A
1060 SPECIFICATIONS. ` CMU - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
ENCLOSURE TO INCLUDE J) - FLOW -- ( SYSTEM IN SERVICE. N
DRAIN PORT(S) PER CMU I DUCTILE IRON PIPE OR Q °~
REQUIREMENT. ®I TYPE K OR L COPPER 9. ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE - Q-
TUBING FOR MIN, OF 5' MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL W ry
SUPPORTS RELIEF VALVE ON EACH END OF ASSEMBLY. FROM THE APPROPRIATE CHARLOTTE- MECKLENBURG UTILITIES
2" MIN.
SEE NOTE #4 SEE NOTE tt3
30" MAX. OUTLET BACKFLOW INSPECTOR. _ _-
SLOPE GROUND < Q ...J
AW
AY FROM CO
COVER .. ...:_._.__�_. .._ _.._.._ WN c
i:IOWEST POINT OR tL W
SLEEVE REQUIRED E:ELIEF VALVE OUTLET �'° .� (n
TYP.) Q
SU P PO r:T PAD AND
CONC -..ETE FOOTINGS AS
REQUIhED BY SYSTEM DESIGNER ZONING CMU REQUIRED BPA
RESTRAINED JOINT SETBACK ABOVE GROUND
MIN. 4" THICK
SEE NOTE #3 CONCRETE PAD - -" - - - - -'" '_- ' --- - m j O_
REQUIRED SEE Z F'
PROPERTY NOTE #6 & #7 J N H w
LINE Y W W W
-- 0- o K
METER J dr 3 IL
PUBLIC W - Q 0 U.
MAINER 0 Z Y
Q
K QN
y m
2
U
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION m
N.T.S.
® 0
6
S
U
CHARLOTTE MECKLENBURG RPPA - 2 1/2"-12" ABOVE
UTILITIES GROUND
CONCRETE COVER WITH
CAST IRON HINGED LID
WT. 21 LBS.
2 3/4y
6 GA. WELDED
WIRE FRAME
1/2'
3"
•
110
101pi
WT. 12 BODY -74 LBS.
.7o
'tea
3
1 3/4"
NO. 36 -HIT (HINGED, IRON TRAFFIC)
TRAFFIC COVER -WT. 16 LBS.
CONCRETE METER BOX
FOR 3/4" WATER METER
Copyright ©2011 Design Resource Group, PA this plan or cll
NOTES: w m
a N
1. BACKFLOW PREVENTION ASSEMBLIES (BPA'S) SHALL CONFORM TO CMU W i Q ro
SP ECIFICATIONS, SHUT - OFF VALVES A RE SPECIFIC TO EACH APPROVED
Q o
BPA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. N o �°>
REFER TO CMU APPROVED LIST OF BPA's. z
O
e
m _
2. PIPE MATERIAL AND FITTI NGS SHALL BE AS SPECIFIED IN CMU Z
STANDARDS &:SPECIFICATIONS. F USING PVC P PE / FITTINGS
I I
VERTICAL SUP -SORT IS REQUIRED AND HORIZONTAL BRACING IS
RECOMMENDED,
3, INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU z
REDUCED PRESSURE ENCLOSURE INFORMATION - HEATED INSULATED ENCLOSURE IS W Z)
RECOMMENDED- NO INSULATION SHALL BE WRAPPED AROUND BPA.
SHUT -OFF VALVE #1
PRINCIPLE ASSEMBLY
SHUT-OFF - VALVE #2 J
4. ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL AND MUST BE
CHECK VALVE #2 OUTSIDE OF ZC {ING SET -BACK. _
U
5. THERE SHALL E_. NO TAPS PIPING BRANCHES UNAPPROVED
CHECK VALVE #1 -7 ,
_ _ /j /_
BYPASS PIPING" HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR Z
OTHER WATER -USING APPURTENANCES TO THE
SING A U ENANCES
t
SUPPLY LINE 61= 'i:'WEEN ANY WATER METER AND ITS
STRAINER
� I CMU - REQUIRED BACKFLOW PREVEN T
ER
co
RECOMMENDED
m
O - FLOW 6. EACH CMU RE0,UIRED BPA IS REQUIRED TO BE TESTED BY A W
CMU-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
REMOVABLE INSULATED I / ( ' - ( SYSTEM IN SERRACE. = r
ENCLOSURE MEETING ASSE 7. ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE - U) I
1060 SPECIFICATIONS. ( MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL (n' =
#9
ENCLOSURE TO INCLUDE TEST COCK - I I i FROM THE APPROPRIATE CHARLOTTE-MECKLENBURG UTILITIES W N11
DRAIN PORT(S) PER CMU LOWEST BACKFLOW INS= ECTOR.
I
REQUIREMENTS. x POINT
? a OR RELIEF Q,
Z VALVE ( TYPE K O'L- OPPER TUBING
OUTLET PIPE. 1" MIN. GALVANIZED
SLOPE GROUND I I ( STEEL PIPE OR SCH. 40 PVC W
AWAY FROM PIPE WITH SCH. 80 PVC FITTINGS.
COVER (TYP.) I SEE NOTE #2 = J
-,.. CMU REQUIRED BPA m
ABOVE GROUND
ZONING 6 -1$ -2009 (OR LATER) FOR
SETBACKK IRRIGATION 6F OPTION
MIN. 4" THICK
#67 WASHED
STONE OR - -- - - - - -- U'
CONCRETE PAD SEE 0 2
IF USING PVC PIPE - PROPERTY � NOTE #4 & #5 Z J 0
VERTICAL BRACING
IS REQUIRED _� _ _ _ _ _ - J N F w
IF USING PVC PIPE, HORIZONTAL
BRACING IS RECOMMENDED. .,� -^--- CMU Y W W W
METER a d
PUBLIC W
WATER F F O LL
MAIN O Q Y
Cr
0
4 y m
S
U
m
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION
N.T.S. _
U
CHARLOTTE MECKLENBURG RPPA - 3/4"-l" A'B 0 VE GROUND
UTILITIES
R
\- 22 -1/2' BEND (PVC, DIP OR CISP)
-�-✓ / COMPRESSION JOINT SEALER
L
SEWER TAP SADDLE
VARIES
WITH SLOPE EPDXY SEALANT AS RECOMMENDED BY
TAP SADDLE MANUFACTURER
VITRIFIED CLAY, PVC OR DUCTILE IRON PIPE.
NOTES:
1. THE OPENING IN PIPE SHALL BE CUT WITH A TAP MACHINE ONLY.
2. THE TAP SHALL BE MADE IN THE UPPER HALF OF THE PIPE AT 45'
FROM THE HORIZONTAL
3. MAXIMUM SIZE TAP SHALL BE FOUR INCHES.
4. TEE & BEND TO BE FULLY ENCASED WITH #67 CRUSHED STONE.
5. SDR 35 PVC LATERAL PIPE REQUIRE TYPE III GRANULAR BEDDING.
6. MIN. CLEAR TO PIPE JOINT ON MAIN SHALL BE V -0 ".
7. THE LATERAL MUST BE INSTALLED PERPENDICULAR TO THE MAIN.
8. IF THE LATERAL HAS LESS THAN 3' OF COVER, THE LATERAL MUST
BE D.I.P.
CHARLOTTE MECKLENBURG
UTILITIES
SCALE: NTS
4" LATERAL (TAP)
MIN. 6" FREEBOARD
-Q- DESIGN STORM - - _ - - - -
-11
3
I III= 111111111
REQUIRED HEAD H - -�
I I f i l l
1- -- % -I
I - - - - -- I
CITY OF CHARLOTTE
some LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
I I
( I
I
TOP OF BERM CONTOUR
SHOW AND LABEL ON PLAN
YARD INLET AREA (AC) CFS HEAD H (FT) COMMENT
103 1.65 7.66 0.35
301 2.06 9.56 0.41
302 1.79 8.31 0.37
SCALE: NTS
99=11211
GRADING AT
DR01 II
(�1f��(����S��Cmlllil {(fl��Uin In nnrm�d{aJ1, �1L.. I rll
design
resource
group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
ce .,
•
•• ..
�. rN
..
CL Uj
• •
•
C•
CONSTRUCTION
DOCUMENTS
I NEti�
wl ►i�o��
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
CHARLOTTE MECKLENBURG
1 UTILITIES
CHARLOTTE-
BUILDING
PLUG FOR BUILDING
CONNECTION -T
8" FIRE METER COMPOUND TYPE
(FMCT)
NOTE:
CLEANOUT SHALL BE "JOSAM" #58680 -CO6 CAST
IRON IN 12" X 12" X 6" G�)NCRETE PAD
CLEAN -OUT PLUG
CLEAN -OUT BOX
f
CCUPACTED EARTH OR ASPHALT
(AFEAS OUTSIDE OF CONCRETE SIDEWALKS)
3,000 PAP. CONCRETE PAD
(12 "x12 -YE'
5' -0" I SERVICE WYE FOR 1N -LINE CONNECTION
i� AND AT BUILDING CONNECTION
NOTE:
CONTRACTOR SHALL USE A LONG
SWEEP AT THE END OF LINE.
q- SANITARY SEWER CLEAN-OUT DETAIL
CIURtMTE-
6" MIN.
NOTES:
1. HYDRANT LOCATION:
ON ROADS WITH CURB & GUTTER, USE DETAIL (11) IN ALL SWIVEL HYDRANT
CASES UNLESS OTHERWISE NOTED ON MAP. TEE
2. BURIAL TO BE 3.0' UNLESS OTHERWISE DIRECTED BY THE
ENGINEER. SWIVEL 90' 6" G. V. - M.J.
BEND
3. FOR HYDRANTS ON DEAD END LINES, MAIN LINE VALVES
ARE LOCATED DOWNSTREAM OF HYDRANT. .. ............................... ............. ... _
4. EXTENSIONS REQUIRED AS DETERMINED BY THE ENGINEER. 2° MIN.
F.H. (NON -N.C. DOT R /W)
5. 4" OUTLET TO BE TURNED FACING ROADWAY.
6. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED EARTH, BACK OF CURB
AMOUNT DETERMINED BY THE ENGINEER.
(1) PLAN VIEW
7. SEE DETAIL 5A FOR PLACEMENT OF F.H. IN N.C. DOT R /W.
8. ALL HYDRANT PIPING SHALL BE D.I.P.
..:
-�- CONCRETE
M.J. TEE -
M.J.RESTRAINED
JOINTS OR LONG
SWIVEL HYDRANT
ADAPTER.
F.H.
2.5' (TYP.) VALVE SHALL
VARIES NOT BE PLACED
IN ROAD DITCH.
6" G. V.
M.J.
CONCRETE
SWIVEL HYDRANT
TEE
6" G. V.
M.J.RESTRAINED
JOINTS OR LONG
SWIVEL HYDRANT
ADAPTER.
F.H.
(4) PLAN VIEW
FIRE - HYDRANT DETAIL
NOTES: m
M TO CMU
J
0 z
SPECIFICATIONS. SHUT -OFF VALVES ARE SPECIFIC T EACH APPROVED BACKFLOW PREVENTION ASSEMBLIE S (BP NS) CONFOR W
-
Q�
BPA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. a N
REFER TO CMU APPROVED LIST OF BPA's. Z
0: _
2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y) Z it "g
H H
ANDW EEL OPERATORS. IF SERVING FIRE SPRINKLERS TAMPER
SWITCHES ARE REQUIRED.
3, PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU
REDUCED PRESSi91RE PRINCIPLE ASSEMBLY STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH Z
MEGALUG RESTRAINTS OR APPROVED EQUAL.
4. SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER, 8"- 12" SHALL I,1J 0
SHUT -OFF VALVE #1 SHUT -OFF VALVE #2 BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF VALVE J rn
SEE NOTE #2 SEE NOTE #2 ON DRAIN PORT. Q V
5. INSULATED ENCLOSURE SHALL BE AS SPECIFIED 1
SP C D N CMU ENCLOSURE W
U
- i INFORMATION - HEATED INSULATED ENCLOSURE ARE REQUIRED FOR Z
FIR IN SERVICES. E LINE SER DES NO INSULATION SHALL BE WRAPPED AROUND BPA.
O
CHE � ,'V_A #1
CK
TEST COCK #7 CHECk: VALVE #2 I 6. ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL AND MUST BE W m
OUTSIDE OF ZONING SET -BACK. Q
® N
7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
RESTRAINED JOINT �', ®� ( BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
SEE NOTE #3
SUPPLY NH BETW EN ANY WATER METER TO THE
AND ITS U) _ I
REMOVABLE INSULATED CMU - REQUIRED BACKFLOW PREVENTER. (n (y
• - -••- '`
SUPPORTS
J i \\ \ J SEE NOTE #4 W
ENCLOSURE MEETING ASSE �Y /ES p � 4) 8. EACH CMU - REQUIRED BPA IS REQUIRED 70 BE TESTED BY A
1060 SPECIFICATIONS. ` CMU - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
ENCLOSURE TO INCLUDE J) - FLOW -- ( SYSTEM IN SERVICE. N
DRAIN PORT(S) PER CMU I DUCTILE IRON PIPE OR Q °~
REQUIREMENT. ®I TYPE K OR L COPPER 9. ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE - Q-
TUBING FOR MIN, OF 5' MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL W ry
SUPPORTS RELIEF VALVE ON EACH END OF ASSEMBLY. FROM THE APPROPRIATE CHARLOTTE- MECKLENBURG UTILITIES
2" MIN.
SEE NOTE #4 SEE NOTE tt3
30" MAX. OUTLET BACKFLOW INSPECTOR. _ _-
SLOPE GROUND < Q ...J
AW
AY FROM CO
COVER .. ...:_._.__�_. .._ _.._.._ WN c
i:IOWEST POINT OR tL W
SLEEVE REQUIRED E:ELIEF VALVE OUTLET �'° .� (n
TYP.) Q
SU P PO r:T PAD AND
CONC -..ETE FOOTINGS AS
REQUIhED BY SYSTEM DESIGNER ZONING CMU REQUIRED BPA
RESTRAINED JOINT SETBACK ABOVE GROUND
MIN. 4" THICK
SEE NOTE #3 CONCRETE PAD - -" - - - - -'" '_- ' --- - m j O_
REQUIRED SEE Z F'
PROPERTY NOTE #6 & #7 J N H w
LINE Y W W W
-- 0- o K
METER J dr 3 IL
PUBLIC W - Q 0 U.
MAINER 0 Z Y
Q
K QN
y m
2
U
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION m
N.T.S.
® 0
6
S
U
CHARLOTTE MECKLENBURG RPPA - 2 1/2"-12" ABOVE
UTILITIES GROUND
CONCRETE COVER WITH
CAST IRON HINGED LID
WT. 21 LBS.
2 3/4y
6 GA. WELDED
WIRE FRAME
1/2'
3"
•
110
101pi
WT. 12 BODY -74 LBS.
.7o
'tea
3
1 3/4"
NO. 36 -HIT (HINGED, IRON TRAFFIC)
TRAFFIC COVER -WT. 16 LBS.
CONCRETE METER BOX
FOR 3/4" WATER METER
Copyright ©2011 Design Resource Group, PA this plan or cll
NOTES: w m
a N
1. BACKFLOW PREVENTION ASSEMBLIES (BPA'S) SHALL CONFORM TO CMU W i Q ro
SP ECIFICATIONS, SHUT - OFF VALVES A RE SPECIFIC TO EACH APPROVED
Q o
BPA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. N o �°>
REFER TO CMU APPROVED LIST OF BPA's. z
O
e
m _
2. PIPE MATERIAL AND FITTI NGS SHALL BE AS SPECIFIED IN CMU Z
STANDARDS &:SPECIFICATIONS. F USING PVC P PE / FITTINGS
I I
VERTICAL SUP -SORT IS REQUIRED AND HORIZONTAL BRACING IS
RECOMMENDED,
3, INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU z
REDUCED PRESSURE ENCLOSURE INFORMATION - HEATED INSULATED ENCLOSURE IS W Z)
RECOMMENDED- NO INSULATION SHALL BE WRAPPED AROUND BPA.
SHUT -OFF VALVE #1
PRINCIPLE ASSEMBLY
SHUT-OFF - VALVE #2 J
4. ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL AND MUST BE
CHECK VALVE #2 OUTSIDE OF ZC {ING SET -BACK. _
U
5. THERE SHALL E_. NO TAPS PIPING BRANCHES UNAPPROVED
CHECK VALVE #1 -7 ,
_ _ /j /_
BYPASS PIPING" HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR Z
OTHER WATER -USING APPURTENANCES TO THE
SING A U ENANCES
t
SUPPLY LINE 61= 'i:'WEEN ANY WATER METER AND ITS
STRAINER
� I CMU - REQUIRED BACKFLOW PREVEN T
ER
co
RECOMMENDED
m
O - FLOW 6. EACH CMU RE0,UIRED BPA IS REQUIRED TO BE TESTED BY A W
CMU-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
REMOVABLE INSULATED I / ( ' - ( SYSTEM IN SERRACE. = r
ENCLOSURE MEETING ASSE 7. ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE - U) I
1060 SPECIFICATIONS. ( MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL (n' =
#9
ENCLOSURE TO INCLUDE TEST COCK - I I i FROM THE APPROPRIATE CHARLOTTE-MECKLENBURG UTILITIES W N11
DRAIN PORT(S) PER CMU LOWEST BACKFLOW INS= ECTOR.
I
REQUIREMENTS. x POINT
? a OR RELIEF Q,
Z VALVE ( TYPE K O'L- OPPER TUBING
OUTLET PIPE. 1" MIN. GALVANIZED
SLOPE GROUND I I ( STEEL PIPE OR SCH. 40 PVC W
AWAY FROM PIPE WITH SCH. 80 PVC FITTINGS.
COVER (TYP.) I SEE NOTE #2 = J
-,.. CMU REQUIRED BPA m
ABOVE GROUND
ZONING 6 -1$ -2009 (OR LATER) FOR
SETBACKK IRRIGATION 6F OPTION
MIN. 4" THICK
#67 WASHED
STONE OR - -- - - - - -- U'
CONCRETE PAD SEE 0 2
IF USING PVC PIPE - PROPERTY � NOTE #4 & #5 Z J 0
VERTICAL BRACING
IS REQUIRED _� _ _ _ _ _ - J N F w
IF USING PVC PIPE, HORIZONTAL
BRACING IS RECOMMENDED. .,� -^--- CMU Y W W W
METER a d
PUBLIC W
WATER F F O LL
MAIN O Q Y
Cr
0
4 y m
S
U
m
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION
N.T.S. _
U
CHARLOTTE MECKLENBURG RPPA - 3/4"-l" A'B 0 VE GROUND
UTILITIES
R
\- 22 -1/2' BEND (PVC, DIP OR CISP)
-�-✓ / COMPRESSION JOINT SEALER
L
SEWER TAP SADDLE
VARIES
WITH SLOPE EPDXY SEALANT AS RECOMMENDED BY
TAP SADDLE MANUFACTURER
VITRIFIED CLAY, PVC OR DUCTILE IRON PIPE.
NOTES:
1. THE OPENING IN PIPE SHALL BE CUT WITH A TAP MACHINE ONLY.
2. THE TAP SHALL BE MADE IN THE UPPER HALF OF THE PIPE AT 45'
FROM THE HORIZONTAL
3. MAXIMUM SIZE TAP SHALL BE FOUR INCHES.
4. TEE & BEND TO BE FULLY ENCASED WITH #67 CRUSHED STONE.
5. SDR 35 PVC LATERAL PIPE REQUIRE TYPE III GRANULAR BEDDING.
6. MIN. CLEAR TO PIPE JOINT ON MAIN SHALL BE V -0 ".
7. THE LATERAL MUST BE INSTALLED PERPENDICULAR TO THE MAIN.
8. IF THE LATERAL HAS LESS THAN 3' OF COVER, THE LATERAL MUST
BE D.I.P.
CHARLOTTE MECKLENBURG
UTILITIES
SCALE: NTS
4" LATERAL (TAP)
MIN. 6" FREEBOARD
-Q- DESIGN STORM - - _ - - - -
-11
3
I III= 111111111
REQUIRED HEAD H - -�
I I f i l l
1- -- % -I
I - - - - -- I
CITY OF CHARLOTTE
some LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
I I
( I
I
TOP OF BERM CONTOUR
SHOW AND LABEL ON PLAN
YARD INLET AREA (AC) CFS HEAD H (FT) COMMENT
103 1.65 7.66 0.35
301 2.06 9.56 0.41
302 1.79 8.31 0.37
SCALE: NTS
99=11211
GRADING AT
DR01 II
(�1f��(����S��Cmlllil {(fl��Uin In nnrm�d{aJ1, �1L.. I rll
design
resource
group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
ce .,
•
•• ..
�. rN
..
CL Uj
• •
•
C•
CONSTRUCTION
DOCUMENTS
I NEti�
wl ►i�o��
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
SCALE: NTS
99=11211
GRADING AT
DR01 II
(�1f��(����S��Cmlllil {(fl��Uin In nnrm�d{aJ1, �1L.. I rll
design
resource
group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
ce .,
•
•• ..
�. rN
..
CL Uj
• •
•
C•
CONSTRUCTION
DOCUMENTS
I NEti�
wl ►i�o��
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
CONSTRUCTION
DOCUMENTS
I NEti�
wl ►i�o��
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET

NOTES:
A. ALL FLANGE HARDWARE N T
E BOLT E COMPOUND. NU SHALL BE STAINLESS
( )
STEEL -TYPE 304 WITH ANTI -SEIZE COMPOUND.
B. ALL PIPE SHALL BE RESTRAINED JOINT DUCTILE IRON FROM TAP TO
PROPERTY LINE VALVE.
C. METER CONFIGURATION
N AN D LENGTH /WIDTH MAY VARY DUE TO
G. STEEL REINFORCING DESIGN SHALL CONFORM TO ASTM C857
H. REBARS SHALL BE GRADE 60 PER ASTM A615
I. WELDED WIRE FABRIC SHALL CONFORM TO ASTM Al 85
J. DIAGONAL REINFORCING SHALL BE ADDED AT ALL OPENINGS
K. PIPE PENETRATIONS SH A LL BE SEALED WITH FLEX I BLE CONNECTERS
NO.
1
2
3
DESCRIPTION
TIO N
8" OUTLET TAPPING SLEEVE AND 4' Fl. x M.1 TAPPING VALVE ON EXISTING MAIN. W
8" MECHANICAL JOINT OUTLI- I TEE. AND 8" MJ GATE VALVE ON NEW MAIN Q
STANDARD VALVE BOX ASSEMBLY, TYPICAL) - ALL VALVES
TRAINED
8" DUCTILE IRON PIPE - REc
0
O
z
}
BRAND - VERIFY DIMENSIONS TO DETERMINE MINIM UM VAULT SIZE.
(MANHOLE BOO TS ) O R WITH 8-INCHES BRICK MORTAR ( AND 7 ( 2
4
a
8" MJ x FL DUCTILE IRON ADAPTER SIDE SERVICE (NOT Z
s
r
�•
I
-
O. VAULT SHALL BE SIZED AS NEEDED FOR MINIMUM CLEARANCE AS
SHOWN AND RATED FOR NCDOT HS -20 LOADING - SUBMIT SHOP
MCA THICK CONSTRUCTION EXPANSION MATERIAL)
L. FRAME TO BE FLUSH WITH GROUND OR CONCRETE SIDEWALK, GROUND
(FOR LIMITED SPACE INSTAL "`. TIONS)
I L NG SIDE
SHOWN)., 8" MJ x FL GATE vnt vE ON LONG SIDE SERVICE (SHOWN)
3 i
_
DRAWINGS I P.E. SEALED FOR REVIEW.
SHALL SLOPE AWAY FROM VAULT.
5
8" ALL FLANGE DUCTILE IRON l FE
U W
O 0
E. ALL CONCRETE SHALL BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH.
M. ALL JOINTS SHALL BE MADE WATERTIGHT USING 2 RINGS OF BUTYL
6
8" ALL FLANGE GATE VALVE
-
F. DESIGN SHALL CONFORM TO ASTM C858 - SPECIFICATIONS FOR
RUBBER JOINT MASTIC.
I-
- UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURE"
N. ALL VALVES SFIALL BE OPEN RIGHT - CLOCKWISE, EXCEPT NO. ©
7
8" ALL FLANGE DUCTILE IRON PIPE SPOOL - L = 36" (MIN.) (SPECIAL
_I
CLASS 53)
1- Z)
..
8
8" FMCT METER ASSEMBLY (FI. ANGF x FLANGE)
U Q
8.1 STRAINER
_.._
8%W (MIN t-� 6 "(MIN.)
1' 47 SUMP HOLE I --NJ
A.2 METER WITH AMR / TRANSMI I I ER
ILL W
34" TAPIPLUGGED-
FOR TESTING
6
19
4 l
3
ij
E F
I
-1
s
WATER MAIN 1p
-f C
CHECK VALVE L
LU WW
2" BRASS BALL VALVE'VFI1 H HANDLE (FNPT x FNPT) }
} U
2 "BRA N N1 >I z FNl�i'
SS 90' BE D F
i
O
( z
z
15 10 Y 18 8
8.6 2' METER (2 BOLT METE k FIL PACs I END) WITH AMR / TRANSMfTTER z
z
I
-
c"
O
(FOR LIMITED SPACE INSTAL "`. TIONS)
8.8 2" BRONZE TEE (FNPT x F NET , FN PT) W
3 i
C
g
8.9 2" BRONZE PLUG (MNPT)
-10 2" RED BRASS PIPE NIPPLES (TYP - AS READ) - ( MNPT x MNPT) U
U W
O 0
0 k
■
-
■
-f C
CHECK VALVE L
LU WW
2" BRASS BALL VALVE'VFI1 H HANDLE (FNPT x FNPT) }
} U
2 "BRA N N1 >I z FNl�i'
SS 90' BE D F
i
O
( z
z
15 10 Y 18 8
8.6 2' METER (2 BOLT METE k FIL PACs I END) WITH AMR / TRANSMfTTER z
z
> ALTERNATE SCHEPirTIC A
A.7 2' BRONZE CHECK VAL A-" FNF f FNPT) O
O
(FOR LIMITED SPACE INSTAL "`. TIONS)
8.8 2" BRONZE TEE (FNPT x F NET , FN PT) W
W Q
8.9 2" BRONZE PLUG (MNPT)
-10 2" RED BRASS PIPE NIPPLES (TYP - AS READ) - ( MNPT x MNPT) U
U W
O 0
0 k
U
"�" -""'1 2 (SPECIAL CLASS 53) " W Q
TYPICAL PLAN 11 8" x11 /2" SERVICE SADDLE WI TI I t 1/2 BALL CORPORATION STOP -CC-
23 TAPER TREAD W W
2 L =_
2 8" DUCTILE IRON PIPE - FLANGE x P L - 20" MIN. SPECIAL CLASS 53
D �P ALTERNATE w CONCRETE SIDEWALK ( 21 2D 13 B" MECHANICAL JOINT DUCTILE IRON LONG PATTERN SOLID SLEEVE WITH LU
21 23 G>`" RESTRAINED JOINT
14 8- DUCTILE IRON PIPE - FLANGE x PE - I. = 14" (MIN.) (SPECIAL CLASS 53) (�
- y 15 8" DUCTILE IRON PIPE FLANGE x PL L = 30" (MIN.) (SPECIAL CLASS 53) z LU
(MAX.) 16 8" MECHANICAL JOINT (RJ) GATE VALVE - OPEN LEFT AT PROPERTY LINE i
17 8" MECHANICAL JOINT PLUG WITH 2L NP
6
z. �; . 2 2 18 2" TEMPORARY SLOW OFF ASSEMBLY (GAL`J. STEEL (SCH 80y, RED BRASS
., t, (SCH 40j, HDPE (DR9) OR DIP END Willi THREADED COUPLING)
- -.-i -- 6 , t6 I 6 ta` JIB 29 19 GALV, STEEL OR S.S. ADJUSTABLE FLANGE PIPE SUPPORT (NUMBER
16' 9 �
EIGHTTj REMOVE
2F - TWINER ELB MET 1 (e REQ'D = 4) (WITH STAINLESS STEEL ADHESIVE ANCHORS)
e8 -r IN.I 20 AMR TRANSMITTERS (ERT) m .OJ
D C ° 21 5 FT x 5 FT ACCESS DOOR - SEE STD DETAIL W Q
22 PRECAST REINFORCED CONCPETE VAULT .8 FP x 6 FT x 5 F1' (MIN.) Y W Ij
' tg. SEE NOTES C AND D. !4 - 0
B J t9 tnuN.l
( }7--- 19 8r 23 MINIMUM OF (3) STD. SOLID <;CNCRETE BRICK COURSES UNDER ACCESS
(MIN M
18 17 x"x DOOR FRAME - MAX. 2 FT. � J_ � <
24 JOINT REQUIRED AT FLAT TOP SECTION H F Q
25 3/8" DIA. GALV. STEEL EYE BOLT iEPDXY ADHESIVE ANCHOR)- TYPICAL Q
26 AWG #12 GAUGE COPPER RA(: ER' .NIRF(THWN) - WITH BLUE INSULATION- '3 L-
eeay.w.a-s +eo sroNE --"' oenry srxmsl.EO SronE �, TERMINATE WITH 24 EXCESo`.:'1R F, COI LE D) AT EYE BOLT AND VALVE #1
__,..._... A BOX (TYPICAL) _
SECTION y4JEW 27 CAST IN PLACE CONCRETE 61n[WA�_K - BRICKWORK SHALL NOT EXTEND U
TYPICAL ELEVATION TO SURFACE. ACCESS DOOR FRAME SHALL REST ON SIDEWALK.
28 VALVE LOCK (FURNISHED BY (JAUD, LOCK VALVE CLOSED- k
DIMENSION B- H VARY SLIGHTLY -AS DETERMINED BY MANUFACTURER. 29 PLASTIC STEP - 12" OR 16" 0 VERIICAL SPACING. p
;)TER A B C D E F G H 8.11 J
- a
8" 53" 11 13/16" 13 29/64" 25 7/8" 1 34 1;4" 1 21 3/4' 1 12 112° 1 17" 1 3" Y U
... CHARLOTTE I � I CI�I� I I I.
UTILITIES
M ' 1
COVER
PLUG FOR BUILDING
CONNECTION �
8" FIRE METER COMPOUND TYPE
(FMCT)
NOTE:
CLEANOUT SHALL BE 'JLISAM- #58680 -CO6 CAST
IRON IN 12" X 12" X 6" 'CONCRETE PAD
CLEAN -OUT PLUG
CLEAN -OUT BOX
COMPACTED EARTH OR ASPHALT
(,AREAS OUTSIDE OF CONCRETE SIDEWALKS)
3,000 PSI CONCRETE PAD
(12 "x12'ixS -)
5 -0" SERVICE WYE FOR IN -LINE CONNECTION
AND AT BUILDING CONNECTION
NOTE:
CONTRACTOR SHALL USE A LONG
SWEEP AT THE END OF LINE.
NOTES:
1. HYDRANT LOCATION:
ON ROADS WITH CURB & GUTTER, USE DETAIL (11) IN ALL
CASES UNLESS OTHERWISE NOTED ON MAP.
2. BURIAL TO BE 3.0' UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
3. FOR HYDRANTS ON DEAD END LINES, MAIN LINE VALVES
ARE LOCATED DOWNSTREAM OF HYDRANT.
4. EXTENSIONS REQUIRED AS DETERMINED BY THE ENGINEER.
5. 4" OUTLET TO BE TURNED FACING ROADWAY.
6. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED EARTH,
AMOUNT DETERMINED BY THE ENGINEER.
7. SEE DETAIL 5A FOR PLACEMENT OF F.H. IN N.C. DOT R /W.
8. ALL HYDRANT PIPING SHALL BE D.I.P.
CONCRETE
M. J. TEES 1
2.5' (TYP.) VALVE SHALL
VARIES NOT BE PLACED
IN ROAD DITCH.
M.J.RESTRAINED
JOINTS OR LONG
SWIVEL HYDRANT 6" G.V.
ADAPTER. M.J.
F.H. -�
I�t>•
SWIVEL HYDRANT
TEE
SWIVEL 90' g 6" G. V. - M. J.
BEND
........... ............................... .. . ....
2' MIN.
F.H. (NON -N.C. DOT R /W)
BACK OF CURB
1 PLAN VIEW
CONCRETE
SWIVEL HYDRANT
TEE
6" G.V.
M.J.RESTRAINED
JOINTS OR LONG
SWIVEL HYDRANT
ADAPTER.
F.H.
(4) PLAN VIEW
FIRE HYDRANT DETAIL
SHUT -OFF VALVE
SEE NOTE #2
TEST COCK #1
RESTRAINED JOIN
SEE NOTE #3
REMOVABLE INSULATED - - - --
ENCLOSURE MEETING ABBE
1060 SPECIFICATIONS
ENCLOSURE TO INCLUDE
DRAIN PORT(S) PER CMU
REQUIREMENT.
SUPPORTS ---- i
SEE NOTE #4
SLOPE GROUND
AWAY FROM � - - -.. -
COVER .:..... � ........
SLEEVE REQUIRED di
(TYP.) (T41) h �
RESTRAINED JOINT
SEE NOTE 93
r
e
NOTES:
#
P
N
9 BACKFLOW PREVENTION ASSEMBLIES ( BP As ) SHA LL CO NF O RM TO CMU
W J
G p
Z,
SPECIFICATIONS. SHUT -OFF NAIVES ARE SPECIFIC T EACH APPROVED C IC O C ROVED Q D
BRA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. ()a N
REFER TO CMU APPROVED LIST OF BPA's.
Z
a.
2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE OS & Y Z
N 6
HANDWHEEL OPERATORS. IF SERVING FIRE SPRINKLERS, L TAMPER
�f
j
SWITCHES ARE REQUIRED.
3. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU 0
STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH Z
MEGALUG RESTRAINTS OR APPROVED EQUAL. D
4. SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER, 8" - 12" SHALL LU 0
SHUT-OFF VALVE #2 BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF VALVE J
SEE NOTE #2 ON DRAIN PORT.
5. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU ENCLOSURE U W
- �-- INFORMATION - HEATED INSULATED ENCLOSURE A REQUIRED FOR RE Q O
- Z_
C H ECG`VALVE #1 FIRE LINE SERVICES. NO INSULATION SHALL BE WRAPPED AROUND SPA. 0
6. ALL LOCATIONS FOR SPA'S REQUIRE CMU APPROVAL AND MUST BE co
CHG;:;<K VALVE #2. OUTSIDE OF ZONING SET -BACK. d Q
7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED CV
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER - USING APPURTENANCES CONNECTED TO THE = I
�E I SUPPLY LINE BETWEEN ANY WATER METER AND ITS Ui s
- SUPPORTS CMU - REQUIRED BACKFLOW PREVENTER. (n CV
SEE NOTE '+.
#4 W
� b � � ,�/ I 8. EACH EMU- REQUIRED SPA IS REQUIRED TO BE TESTED BY A
` Y Y CMU - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER N
b _1 - FLOW --- SYSTEM IN SERVICE.
E DUCTILE IRON PIPE OR Q CL
i TYPE K OR L COPPER 9. ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE-
TUBING FOR MIN. OF 5' MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL W tY
RELIEF VALVE ON EACH END OF ASSEMBLY. FROM THE APPROPRIATE CHARLOTTE- MECKLENBURG UTILITIES
12" MIN,
SEE NOTE #
30" MAX. OUTLET 3 BACKFLOW INSPECTOR. Q J
W CO
a
(- .LOWEST POINT OR nP � W
,RELIEF VALVE OUTLET .� U)
SUP :'DRT, PAD AND CONCRETE FOOTINGS AS
RECUIIIRED BY SYSTEM DESIGNER ZONING CMU REQUIRED SPA
SETBACK ABOVE GROUND
MIN. 4" THICK
CONCRETE PAD - - --- -- - M j O
REQUIRED SEE Z t"
PROPERTY NOTE #6 & #7 j N FQ- W
LINE CYJ W 0 W
K
METER J Z
PUBLIC W - Q O
WATER 1' D Z EL
MAIN 0 0 Q U
F
S
0
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION w
N.T.S. k
s
U
CHARLOTTE MECKLENBURG
UTILITIES
RPPA - 2 1/2"-12" ABOVE
GROUND
�
CONCRETE COVER WITH ,O �O 7i ,
CAST IRON HINGED LID dig, 8
WT. 21 LBS.
1 3/4"
1 3/4" sr
1
1 3/4"
2 3/4"k
6 GA. WELDDEC
WIRE FRAME
5 CHARLOTTE MECKLENBURG
UTILITIES
'i'iE_
-
NOTES:£ o
t. BACKFLOW P -?W
- D
;.V NTIO ASSEMBLIES BLIES BPA's SHALL CONFORM TO CMU ro
E N M ( ) J z
SPECIFICAT I C. It IS. SHUT -OFF VALVES ARE SPECIFIC 70 EACH APPROVED Q o
BRA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. U m
REFER TO CUD APPROVED LIST OF BPA's. W i
0<
2 PIP MATERIAL AND FITTINGS SHALL AS SPECIFIED IN CM U Z
_
STANDARDS L SPECIFICATIONS. IF USING PVC PIPE t FITTINGS
sa
VERTICAL SU... ORT IS REQUIRED AND HORIZONTAL BRACING IS
RECOMMENDED. Q
3. INSULATED &iCLOSURE SHALL BE AS SPECIFIED IN CMU Z
ENCLOSURE I : #FORMATION - HEATED INSULATED ENCLOSURE IS
REDUCED PRESSURE RECOMMEND -D, NO INSULATION SHALL BE WRAPPED AROUND SPA. W (�
SHUT -OFF VALVE #1 PRINCIPLE ASSEMBLY SHUT -OFF VALVE 42 a N
,Z 4. ALL LOCATIO16 FOR SPA'S REQUIRE CMU APPROVAL AND MUST BE li
CHECK VALVE #2 OUTSIDE OF ZONING SET -BACK. t n
CHECK VALVE #1 5. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED U V
_ BYPASS PIPING', HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR Z W
TH R WATEP -U APPURTENANCES CONNE 'TED TO THE
O E SING WATER C
STRAINER � SUPPLY LINE BETWEEN ANY WATER METER AND ITS
MU RE UIP:_D NT R.
RECOMMENDED
\ C 4 BACKFLOW PREVE E
m
- '".1 W
6. EACH CMU Rn J RED BP IS REQUIRED TO BE TESTED BY A
F W
D I A QU
Q
v
O O
LQ
_ -
" _
( ( CMU - APPROVED CERTIFIED 1 IED TESTER PRI OR TO PLACING
THE WATER
REMOVABLE INSULATED SYSTEM IN SERVICE.
ENCLOSURE MEETING ABBE 7. ALL BACKFLO,a PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE-
�� I
1060 SPECIFICATIONS. MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL CO _
ENCLOSURE TO INCLUDE TEST COCK #1
I FROM THE APPROPRIATE CHARLOTTE - MECKLENBURG UTILITIES
W -.
DRAIN PORT(S) PER CMU I � LOWEST I � BACKFLOW INSPECTOR.
REQUIREMENTS. f X POINT r1
' Z ¢ OR RELIEF ( a-
2 I TYPE K OR L COPPER TUBING
IN VALVE Q
OUTLET I PIPE. 1" MIN. GALVANIZED ,y ry
SLOPE GROUND ( ' I STEEL PIPE OR SCH. 40 PVC W
AWAY FROM PIPE WITH SCH. SO PVC FITTINGS. �, j
COVER (TYP.) SEE NOTE #2 J
,. -..< .,... -. .., - .... _ CMU REQUIRED SPA Co
ABOVE UN
O EGR O D
SEE CMU IRRIGATION W
SERVICE STD. DETAILS CK W
1 THIRD 4 DATED U)
_ _ _ _ _ -\ 6 -18 -2009 (OR LATER) FOR
SETBACK IRRIGATION BE OPTION
MIN. 4" THICK
#67 WASHED -- ----
.._....._.._L�
STONE OR
CONCRETE PAD
PROPERTY SEE 7 N Z
IF USING PVC PIPE - NOTE #4 3 #5 M J O
VERTICAL BRACING LINE W Q Z
IS REQUIRED - _ _ _ _ _ _ _ _ J N F LU
IF USING PVC PIPE, HORIZONTAL. Y W W W
BRACING IS RECOMMENDED. .... CMU
METER Uj (L
PUBLIC W F C O
WATER F- Z L•
MAIN 0
Z
V
U,
TYR CAL LOCATION REQUIREMENT loft
FORABOVE GROUND INSTALLATION
N.T.S. ;
U
CHARLOTTE MECKLENBURG RPPA - 3/4"-l" ABOVE GROUND
UTILITIES
R
NO" 36 -HIT (HINGED, IRON TRAFFIC) L 22 -1/2' BEND (PVC, DIP OR CISP)
TRAFFIC COVER -WT. 16 LBS.
COMPRESSION JOINT SEALER
-SEWER TAP SADDLE
VARIES
WITH SLOPE - -EPDXY SEALANT AS RECOMMENDED BY
TAP SADDLE MANUFACTURER
VITRIFIED CLAY, PVC OR DUCTILE IRON PIPE.
NOTES:
1. THE OPENING IN PIPE SHALL BE CUT WITH A TAP MACHINE ONLY.
WT. 12 BODY -74 LBS. 2. THE TAP SHALL BE MADE IN THE UPPER HALF OF THE PIPE AT 45'
FROM THE HORIZONTAL
3. MAXIMUM SIZE TAP SHALL BE FOUR INCHES.
4. TEE & BEND TO BE FULLY ENCASED WITH #67 CRUSHED STONE.
5. SDR 35 PVC LATERAL PIPE REQUIRE TYPE III GRANULAR BEDDING.
6. MIN. CLEAR TO PIPE JOINT ON MAIN SHALL BE 1' -0 ".
7. THE LATERAL MUST BE INSTALLED PERPENDICULAR TO THE MAIN.
8. IF THE LATERAL HAS LESS THAN 3' OF COVER, THE LATERAL MUST
BE D.I.P.
CONCRETE METER BOX
FOR 3/4" WATER METER
CHARLOTTE MECKLENBURG
UTILITIES
SCALE: NTS
4" LATERAL (TAP)
MIN. 6" FREEBOARD
III =1 ® Q- DESIGN STORM WSEL _ - ®-
_j 1
3
I I��IIIIIIIII
REQUIRED HEAD H
I-
00 c�IP
I I
I (
I I
TOP OF BERM CONTOUR
SHOW AND LABEL ON PLAN
YARD INLET AREA (AC) CFS HEAD H (FT) COMMENT
103 1.65 7.66 0.35
301 2.06 9.56 0.41
302 1.79 8.31 0.37
CITY OF CHARLOTTE SCALE: NTS
9 QM LAND DEVELOPMENT STANDARDS GRADING AT DROP INLET
INCLUDES CHARLOTTE ETJ 20.35
e„
Copyright © 2011 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
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charlotte, nc 28208
P 704.343.0608 f 704.358.3093
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CONSTRUCTION
DOCUMENTS
��IIIIIIII //
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34 67
05/2-7/1
7 °. :
T °ENGINEER °'emu
yEWl i ►i\Mo��\�
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
... CHARLOTTE I � I CI�I� I I I.
UTILITIES
M ' 1
COVER
PLUG FOR BUILDING
CONNECTION �
8" FIRE METER COMPOUND TYPE
(FMCT)
NOTE:
CLEANOUT SHALL BE 'JLISAM- #58680 -CO6 CAST
IRON IN 12" X 12" X 6" 'CONCRETE PAD
CLEAN -OUT PLUG
CLEAN -OUT BOX
COMPACTED EARTH OR ASPHALT
(,AREAS OUTSIDE OF CONCRETE SIDEWALKS)
3,000 PSI CONCRETE PAD
(12 "x12'ixS -)
5 -0" SERVICE WYE FOR IN -LINE CONNECTION
AND AT BUILDING CONNECTION
NOTE:
CONTRACTOR SHALL USE A LONG
SWEEP AT THE END OF LINE.
NOTES:
1. HYDRANT LOCATION:
ON ROADS WITH CURB & GUTTER, USE DETAIL (11) IN ALL
CASES UNLESS OTHERWISE NOTED ON MAP.
2. BURIAL TO BE 3.0' UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
3. FOR HYDRANTS ON DEAD END LINES, MAIN LINE VALVES
ARE LOCATED DOWNSTREAM OF HYDRANT.
4. EXTENSIONS REQUIRED AS DETERMINED BY THE ENGINEER.
5. 4" OUTLET TO BE TURNED FACING ROADWAY.
6. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED EARTH,
AMOUNT DETERMINED BY THE ENGINEER.
7. SEE DETAIL 5A FOR PLACEMENT OF F.H. IN N.C. DOT R /W.
8. ALL HYDRANT PIPING SHALL BE D.I.P.
CONCRETE
M. J. TEES 1
2.5' (TYP.) VALVE SHALL
VARIES NOT BE PLACED
IN ROAD DITCH.
M.J.RESTRAINED
JOINTS OR LONG
SWIVEL HYDRANT 6" G.V.
ADAPTER. M.J.
F.H. -�
I�t>•
SWIVEL HYDRANT
TEE
SWIVEL 90' g 6" G. V. - M. J.
BEND
........... ............................... .. . ....
2' MIN.
F.H. (NON -N.C. DOT R /W)
BACK OF CURB
1 PLAN VIEW
CONCRETE
SWIVEL HYDRANT
TEE
6" G.V.
M.J.RESTRAINED
JOINTS OR LONG
SWIVEL HYDRANT
ADAPTER.
F.H.
(4) PLAN VIEW
FIRE HYDRANT DETAIL
SHUT -OFF VALVE
SEE NOTE #2
TEST COCK #1
RESTRAINED JOIN
SEE NOTE #3
REMOVABLE INSULATED - - - --
ENCLOSURE MEETING ABBE
1060 SPECIFICATIONS
ENCLOSURE TO INCLUDE
DRAIN PORT(S) PER CMU
REQUIREMENT.
SUPPORTS ---- i
SEE NOTE #4
SLOPE GROUND
AWAY FROM � - - -.. -
COVER .:..... � ........
SLEEVE REQUIRED di
(TYP.) (T41) h �
RESTRAINED JOINT
SEE NOTE 93
r
e
NOTES:
#
P
N
9 BACKFLOW PREVENTION ASSEMBLIES ( BP As ) SHA LL CO NF O RM TO CMU
W J
G p
Z,
SPECIFICATIONS. SHUT -OFF NAIVES ARE SPECIFIC T EACH APPROVED C IC O C ROVED Q D
BRA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. ()a N
REFER TO CMU APPROVED LIST OF BPA's.
Z
a.
2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE OS & Y Z
N 6
HANDWHEEL OPERATORS. IF SERVING FIRE SPRINKLERS, L TAMPER
�f
j
SWITCHES ARE REQUIRED.
3. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU 0
STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH Z
MEGALUG RESTRAINTS OR APPROVED EQUAL. D
4. SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER, 8" - 12" SHALL LU 0
SHUT-OFF VALVE #2 BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF VALVE J
SEE NOTE #2 ON DRAIN PORT.
5. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU ENCLOSURE U W
- �-- INFORMATION - HEATED INSULATED ENCLOSURE A REQUIRED FOR RE Q O
- Z_
C H ECG`VALVE #1 FIRE LINE SERVICES. NO INSULATION SHALL BE WRAPPED AROUND SPA. 0
6. ALL LOCATIONS FOR SPA'S REQUIRE CMU APPROVAL AND MUST BE co
CHG;:;<K VALVE #2. OUTSIDE OF ZONING SET -BACK. d Q
7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED CV
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER - USING APPURTENANCES CONNECTED TO THE = I
�E I SUPPLY LINE BETWEEN ANY WATER METER AND ITS Ui s
- SUPPORTS CMU - REQUIRED BACKFLOW PREVENTER. (n CV
SEE NOTE '+.
#4 W
� b � � ,�/ I 8. EACH EMU- REQUIRED SPA IS REQUIRED TO BE TESTED BY A
` Y Y CMU - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER N
b _1 - FLOW --- SYSTEM IN SERVICE.
E DUCTILE IRON PIPE OR Q CL
i TYPE K OR L COPPER 9. ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE-
TUBING FOR MIN. OF 5' MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL W tY
RELIEF VALVE ON EACH END OF ASSEMBLY. FROM THE APPROPRIATE CHARLOTTE- MECKLENBURG UTILITIES
12" MIN,
SEE NOTE #
30" MAX. OUTLET 3 BACKFLOW INSPECTOR. Q J
W CO
a
(- .LOWEST POINT OR nP � W
,RELIEF VALVE OUTLET .� U)
SUP :'DRT, PAD AND CONCRETE FOOTINGS AS
RECUIIIRED BY SYSTEM DESIGNER ZONING CMU REQUIRED SPA
SETBACK ABOVE GROUND
MIN. 4" THICK
CONCRETE PAD - - --- -- - M j O
REQUIRED SEE Z t"
PROPERTY NOTE #6 & #7 j N FQ- W
LINE CYJ W 0 W
K
METER J Z
PUBLIC W - Q O
WATER 1' D Z EL
MAIN 0 0 Q U
F
S
0
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION w
N.T.S. k
s
U
CHARLOTTE MECKLENBURG
UTILITIES
RPPA - 2 1/2"-12" ABOVE
GROUND
�
CONCRETE COVER WITH ,O �O 7i ,
CAST IRON HINGED LID dig, 8
WT. 21 LBS.
1 3/4"
1 3/4" sr
1
1 3/4"
2 3/4"k
6 GA. WELDDEC
WIRE FRAME
5 CHARLOTTE MECKLENBURG
UTILITIES
'i'iE_
-
NOTES:£ o
t. BACKFLOW P -?W
- D
;.V NTIO ASSEMBLIES BLIES BPA's SHALL CONFORM TO CMU ro
E N M ( ) J z
SPECIFICAT I C. It IS. SHUT -OFF VALVES ARE SPECIFIC 70 EACH APPROVED Q o
BRA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. U m
REFER TO CUD APPROVED LIST OF BPA's. W i
0<
2 PIP MATERIAL AND FITTINGS SHALL AS SPECIFIED IN CM U Z
_
STANDARDS L SPECIFICATIONS. IF USING PVC PIPE t FITTINGS
sa
VERTICAL SU... ORT IS REQUIRED AND HORIZONTAL BRACING IS
RECOMMENDED. Q
3. INSULATED &iCLOSURE SHALL BE AS SPECIFIED IN CMU Z
ENCLOSURE I : #FORMATION - HEATED INSULATED ENCLOSURE IS
REDUCED PRESSURE RECOMMEND -D, NO INSULATION SHALL BE WRAPPED AROUND SPA. W (�
SHUT -OFF VALVE #1 PRINCIPLE ASSEMBLY SHUT -OFF VALVE 42 a N
,Z 4. ALL LOCATIO16 FOR SPA'S REQUIRE CMU APPROVAL AND MUST BE li
CHECK VALVE #2 OUTSIDE OF ZONING SET -BACK. t n
CHECK VALVE #1 5. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED U V
_ BYPASS PIPING', HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR Z W
TH R WATEP -U APPURTENANCES CONNE 'TED TO THE
O E SING WATER C
STRAINER � SUPPLY LINE BETWEEN ANY WATER METER AND ITS
MU RE UIP:_D NT R.
RECOMMENDED
\ C 4 BACKFLOW PREVE E
m
- '".1 W
6. EACH CMU Rn J RED BP IS REQUIRED TO BE TESTED BY A
F W
D I A QU
Q
v
O O
LQ
_ -
" _
( ( CMU - APPROVED CERTIFIED 1 IED TESTER PRI OR TO PLACING
THE WATER
REMOVABLE INSULATED SYSTEM IN SERVICE.
ENCLOSURE MEETING ABBE 7. ALL BACKFLO,a PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE-
�� I
1060 SPECIFICATIONS. MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL CO _
ENCLOSURE TO INCLUDE TEST COCK #1
I FROM THE APPROPRIATE CHARLOTTE - MECKLENBURG UTILITIES
W -.
DRAIN PORT(S) PER CMU I � LOWEST I � BACKFLOW INSPECTOR.
REQUIREMENTS. f X POINT r1
' Z ¢ OR RELIEF ( a-
2 I TYPE K OR L COPPER TUBING
IN VALVE Q
OUTLET I PIPE. 1" MIN. GALVANIZED ,y ry
SLOPE GROUND ( ' I STEEL PIPE OR SCH. 40 PVC W
AWAY FROM PIPE WITH SCH. SO PVC FITTINGS. �, j
COVER (TYP.) SEE NOTE #2 J
,. -..< .,... -. .., - .... _ CMU REQUIRED SPA Co
ABOVE UN
O EGR O D
SEE CMU IRRIGATION W
SERVICE STD. DETAILS CK W
1 THIRD 4 DATED U)
_ _ _ _ _ -\ 6 -18 -2009 (OR LATER) FOR
SETBACK IRRIGATION BE OPTION
MIN. 4" THICK
#67 WASHED -- ----
.._....._.._L�
STONE OR
CONCRETE PAD
PROPERTY SEE 7 N Z
IF USING PVC PIPE - NOTE #4 3 #5 M J O
VERTICAL BRACING LINE W Q Z
IS REQUIRED - _ _ _ _ _ _ _ _ J N F LU
IF USING PVC PIPE, HORIZONTAL. Y W W W
BRACING IS RECOMMENDED. .... CMU
METER Uj (L
PUBLIC W F C O
WATER F- Z L•
MAIN 0
Z
V
U,
TYR CAL LOCATION REQUIREMENT loft
FORABOVE GROUND INSTALLATION
N.T.S. ;
U
CHARLOTTE MECKLENBURG RPPA - 3/4"-l" ABOVE GROUND
UTILITIES
R
NO" 36 -HIT (HINGED, IRON TRAFFIC) L 22 -1/2' BEND (PVC, DIP OR CISP)
TRAFFIC COVER -WT. 16 LBS.
COMPRESSION JOINT SEALER
-SEWER TAP SADDLE
VARIES
WITH SLOPE - -EPDXY SEALANT AS RECOMMENDED BY
TAP SADDLE MANUFACTURER
VITRIFIED CLAY, PVC OR DUCTILE IRON PIPE.
NOTES:
1. THE OPENING IN PIPE SHALL BE CUT WITH A TAP MACHINE ONLY.
WT. 12 BODY -74 LBS. 2. THE TAP SHALL BE MADE IN THE UPPER HALF OF THE PIPE AT 45'
FROM THE HORIZONTAL
3. MAXIMUM SIZE TAP SHALL BE FOUR INCHES.
4. TEE & BEND TO BE FULLY ENCASED WITH #67 CRUSHED STONE.
5. SDR 35 PVC LATERAL PIPE REQUIRE TYPE III GRANULAR BEDDING.
6. MIN. CLEAR TO PIPE JOINT ON MAIN SHALL BE 1' -0 ".
7. THE LATERAL MUST BE INSTALLED PERPENDICULAR TO THE MAIN.
8. IF THE LATERAL HAS LESS THAN 3' OF COVER, THE LATERAL MUST
BE D.I.P.
CONCRETE METER BOX
FOR 3/4" WATER METER
CHARLOTTE MECKLENBURG
UTILITIES
SCALE: NTS
4" LATERAL (TAP)
MIN. 6" FREEBOARD
III =1 ® Q- DESIGN STORM WSEL _ - ®-
_j 1
3
I I��IIIIIIIII
REQUIRED HEAD H
I-
00 c�IP
I I
I (
I I
TOP OF BERM CONTOUR
SHOW AND LABEL ON PLAN
YARD INLET AREA (AC) CFS HEAD H (FT) COMMENT
103 1.65 7.66 0.35
301 2.06 9.56 0.41
302 1.79 8.31 0.37
CITY OF CHARLOTTE SCALE: NTS
9 QM LAND DEVELOPMENT STANDARDS GRADING AT DROP INLET
INCLUDES CHARLOTTE ETJ 20.35
e„
Copyright © 2011 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
• landscape architecture
®civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
P 704.343.0608 f 704.358.3093
www.drgrp.com
e`� t CAR� It*
's
��`�' CORPORATE °
SEAL
v : C -95 Q
N : C -2165 r Q
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w LU
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L11 Z
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CONSTRUCTION
DOCUMENTS
��IIIIIIII //
/ /vim
34 67
05/2-7/1
7 °. :
T °ENGINEER °'emu
yEWl i ►i\Mo��\�
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
SHUT-OFF VALVE #2 BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF VALVE J
SEE NOTE #2 ON DRAIN PORT.
5. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU ENCLOSURE U W
- �-- INFORMATION - HEATED INSULATED ENCLOSURE A REQUIRED FOR RE Q O
- Z_
C H ECG`VALVE #1 FIRE LINE SERVICES. NO INSULATION SHALL BE WRAPPED AROUND SPA. 0
6. ALL LOCATIONS FOR SPA'S REQUIRE CMU APPROVAL AND MUST BE co
CHG;:;<K VALVE #2. OUTSIDE OF ZONING SET -BACK. d Q
7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED CV
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER - USING APPURTENANCES CONNECTED TO THE = I
�E I SUPPLY LINE BETWEEN ANY WATER METER AND ITS Ui s
- SUPPORTS CMU - REQUIRED BACKFLOW PREVENTER. (n CV
SEE NOTE '+.
#4 W
� b � � ,�/ I 8. EACH EMU- REQUIRED SPA IS REQUIRED TO BE TESTED BY A
` Y Y CMU - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER N
b _1 - FLOW --- SYSTEM IN SERVICE.
E DUCTILE IRON PIPE OR Q CL
i TYPE K OR L COPPER 9. ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE-
TUBING FOR MIN. OF 5' MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL W tY
RELIEF VALVE ON EACH END OF ASSEMBLY. FROM THE APPROPRIATE CHARLOTTE- MECKLENBURG UTILITIES
12" MIN,
SEE NOTE #
30" MAX. OUTLET 3 BACKFLOW INSPECTOR. Q J
W CO
a
(- .LOWEST POINT OR nP � W
,RELIEF VALVE OUTLET .� U)
SUP :'DRT, PAD AND CONCRETE FOOTINGS AS
RECUIIIRED BY SYSTEM DESIGNER ZONING CMU REQUIRED SPA
SETBACK ABOVE GROUND
MIN. 4" THICK
CONCRETE PAD - - --- -- - M j O
REQUIRED SEE Z t"
PROPERTY NOTE #6 & #7 j N FQ- W
LINE CYJ W 0 W
K
METER J Z
PUBLIC W - Q O
WATER 1' D Z EL
MAIN 0 0 Q U
F
S
0
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION w
N.T.S. k
s
U
CHARLOTTE MECKLENBURG
UTILITIES
RPPA - 2 1/2"-12" ABOVE
GROUND
�
CONCRETE COVER WITH ,O �O 7i ,
CAST IRON HINGED LID dig, 8
WT. 21 LBS.
1 3/4"
1 3/4" sr
1
1 3/4"
2 3/4"k
6 GA. WELDDEC
WIRE FRAME
5 CHARLOTTE MECKLENBURG
UTILITIES
'i'iE_
-
NOTES:£ o
t. BACKFLOW P -?W
- D
;.V NTIO ASSEMBLIES BLIES BPA's SHALL CONFORM TO CMU ro
E N M ( ) J z
SPECIFICAT I C. It IS. SHUT -OFF VALVES ARE SPECIFIC 70 EACH APPROVED Q o
BRA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. U m
REFER TO CUD APPROVED LIST OF BPA's. W i
0<
2 PIP MATERIAL AND FITTINGS SHALL AS SPECIFIED IN CM U Z
_
STANDARDS L SPECIFICATIONS. IF USING PVC PIPE t FITTINGS
sa
VERTICAL SU... ORT IS REQUIRED AND HORIZONTAL BRACING IS
RECOMMENDED. Q
3. INSULATED &iCLOSURE SHALL BE AS SPECIFIED IN CMU Z
ENCLOSURE I : #FORMATION - HEATED INSULATED ENCLOSURE IS
REDUCED PRESSURE RECOMMEND -D, NO INSULATION SHALL BE WRAPPED AROUND SPA. W (�
SHUT -OFF VALVE #1 PRINCIPLE ASSEMBLY SHUT -OFF VALVE 42 a N
,Z 4. ALL LOCATIO16 FOR SPA'S REQUIRE CMU APPROVAL AND MUST BE li
CHECK VALVE #2 OUTSIDE OF ZONING SET -BACK. t n
CHECK VALVE #1 5. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED U V
_ BYPASS PIPING', HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR Z W
TH R WATEP -U APPURTENANCES CONNE 'TED TO THE
O E SING WATER C
STRAINER � SUPPLY LINE BETWEEN ANY WATER METER AND ITS
MU RE UIP:_D NT R.
RECOMMENDED
\ C 4 BACKFLOW PREVE E
m
- '".1 W
6. EACH CMU Rn J RED BP IS REQUIRED TO BE TESTED BY A
F W
D I A QU
Q
v
O O
LQ
_ -
" _
( ( CMU - APPROVED CERTIFIED 1 IED TESTER PRI OR TO PLACING
THE WATER
REMOVABLE INSULATED SYSTEM IN SERVICE.
ENCLOSURE MEETING ABBE 7. ALL BACKFLO,a PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE-
�� I
1060 SPECIFICATIONS. MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL CO _
ENCLOSURE TO INCLUDE TEST COCK #1
I FROM THE APPROPRIATE CHARLOTTE - MECKLENBURG UTILITIES
W -.
DRAIN PORT(S) PER CMU I � LOWEST I � BACKFLOW INSPECTOR.
REQUIREMENTS. f X POINT r1
' Z ¢ OR RELIEF ( a-
2 I TYPE K OR L COPPER TUBING
IN VALVE Q
OUTLET I PIPE. 1" MIN. GALVANIZED ,y ry
SLOPE GROUND ( ' I STEEL PIPE OR SCH. 40 PVC W
AWAY FROM PIPE WITH SCH. SO PVC FITTINGS. �, j
COVER (TYP.) SEE NOTE #2 J
,. -..< .,... -. .., - .... _ CMU REQUIRED SPA Co
ABOVE UN
O EGR O D
SEE CMU IRRIGATION W
SERVICE STD. DETAILS CK W
1 THIRD 4 DATED U)
_ _ _ _ _ -\ 6 -18 -2009 (OR LATER) FOR
SETBACK IRRIGATION BE OPTION
MIN. 4" THICK
#67 WASHED -- ----
.._....._.._L�
STONE OR
CONCRETE PAD
PROPERTY SEE 7 N Z
IF USING PVC PIPE - NOTE #4 3 #5 M J O
VERTICAL BRACING LINE W Q Z
IS REQUIRED - _ _ _ _ _ _ _ _ J N F LU
IF USING PVC PIPE, HORIZONTAL. Y W W W
BRACING IS RECOMMENDED. .... CMU
METER Uj (L
PUBLIC W F C O
WATER F- Z L•
MAIN 0
Z
V
U,
TYR CAL LOCATION REQUIREMENT loft
FORABOVE GROUND INSTALLATION
N.T.S. ;
U
CHARLOTTE MECKLENBURG RPPA - 3/4"-l" ABOVE GROUND
UTILITIES
R
NO" 36 -HIT (HINGED, IRON TRAFFIC) L 22 -1/2' BEND (PVC, DIP OR CISP)
TRAFFIC COVER -WT. 16 LBS.
COMPRESSION JOINT SEALER
-SEWER TAP SADDLE
VARIES
WITH SLOPE - -EPDXY SEALANT AS RECOMMENDED BY
TAP SADDLE MANUFACTURER
VITRIFIED CLAY, PVC OR DUCTILE IRON PIPE.
NOTES:
1. THE OPENING IN PIPE SHALL BE CUT WITH A TAP MACHINE ONLY.
WT. 12 BODY -74 LBS. 2. THE TAP SHALL BE MADE IN THE UPPER HALF OF THE PIPE AT 45'
FROM THE HORIZONTAL
3. MAXIMUM SIZE TAP SHALL BE FOUR INCHES.
4. TEE & BEND TO BE FULLY ENCASED WITH #67 CRUSHED STONE.
5. SDR 35 PVC LATERAL PIPE REQUIRE TYPE III GRANULAR BEDDING.
6. MIN. CLEAR TO PIPE JOINT ON MAIN SHALL BE 1' -0 ".
7. THE LATERAL MUST BE INSTALLED PERPENDICULAR TO THE MAIN.
8. IF THE LATERAL HAS LESS THAN 3' OF COVER, THE LATERAL MUST
BE D.I.P.
CONCRETE METER BOX
FOR 3/4" WATER METER
CHARLOTTE MECKLENBURG
UTILITIES
SCALE: NTS
4" LATERAL (TAP)
MIN. 6" FREEBOARD
III =1 ® Q- DESIGN STORM WSEL _ - ®-
_j 1
3
I I��IIIIIIIII
REQUIRED HEAD H
I-
00 c�IP
I I
I (
I I
TOP OF BERM CONTOUR
SHOW AND LABEL ON PLAN
YARD INLET AREA (AC) CFS HEAD H (FT) COMMENT
103 1.65 7.66 0.35
301 2.06 9.56 0.41
302 1.79 8.31 0.37
CITY OF CHARLOTTE SCALE: NTS
9 QM LAND DEVELOPMENT STANDARDS GRADING AT DROP INLET
INCLUDES CHARLOTTE ETJ 20.35
e„
Copyright © 2011 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
• landscape architecture
®civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
P 704.343.0608 f 704.358.3093
www.drgrp.com
e`� t CAR� It*
's
��`�' CORPORATE °
SEAL
v : C -95 Q
N : C -2165 r Q
NCBELS , •`
'.�''•. JQ.`
�Pe 0 U RAC E
�s
S,0000 Z Ce
w LU
• 00
�• Ce ..
L11 Z
•
..
LU
Uj
Z 0 cx�
■'
a 0
•a
CONSTRUCTION
DOCUMENTS
��IIIIIIII //
/ /vim
34 67
05/2-7/1
7 °. :
T °ENGINEER °'emu
yEWl i ►i\Mo��\�
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
CHARLOTTE MECKLENBURG
UTILITIES
RPPA - 2 1/2"-12" ABOVE
GROUND
�
CONCRETE COVER WITH ,O �O 7i ,
CAST IRON HINGED LID dig, 8
WT. 21 LBS.
1 3/4"
1 3/4" sr
1
1 3/4"
2 3/4"k
6 GA. WELDDEC
WIRE FRAME
5 CHARLOTTE MECKLENBURG
UTILITIES
'i'iE_
-
NOTES:£ o
t. BACKFLOW P -?W
- D
;.V NTIO ASSEMBLIES BLIES BPA's SHALL CONFORM TO CMU ro
E N M ( ) J z
SPECIFICAT I C. It IS. SHUT -OFF VALVES ARE SPECIFIC 70 EACH APPROVED Q o
BRA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. U m
REFER TO CUD APPROVED LIST OF BPA's. W i
0<
2 PIP MATERIAL AND FITTINGS SHALL AS SPECIFIED IN CM U Z
_
STANDARDS L SPECIFICATIONS. IF USING PVC PIPE t FITTINGS
sa
VERTICAL SU... ORT IS REQUIRED AND HORIZONTAL BRACING IS
RECOMMENDED. Q
3. INSULATED &iCLOSURE SHALL BE AS SPECIFIED IN CMU Z
ENCLOSURE I : #FORMATION - HEATED INSULATED ENCLOSURE IS
REDUCED PRESSURE RECOMMEND -D, NO INSULATION SHALL BE WRAPPED AROUND SPA. W (�
SHUT -OFF VALVE #1 PRINCIPLE ASSEMBLY SHUT -OFF VALVE 42 a N
,Z 4. ALL LOCATIO16 FOR SPA'S REQUIRE CMU APPROVAL AND MUST BE li
CHECK VALVE #2 OUTSIDE OF ZONING SET -BACK. t n
CHECK VALVE #1 5. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED U V
_ BYPASS PIPING', HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR Z W
TH R WATEP -U APPURTENANCES CONNE 'TED TO THE
O E SING WATER C
STRAINER � SUPPLY LINE BETWEEN ANY WATER METER AND ITS
MU RE UIP:_D NT R.
RECOMMENDED
\ C 4 BACKFLOW PREVE E
m
- '".1 W
6. EACH CMU Rn J RED BP IS REQUIRED TO BE TESTED BY A
F W
D I A QU
Q
v
O O
LQ
_ -
" _
( ( CMU - APPROVED CERTIFIED 1 IED TESTER PRI OR TO PLACING
THE WATER
REMOVABLE INSULATED SYSTEM IN SERVICE.
ENCLOSURE MEETING ABBE 7. ALL BACKFLO,a PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE-
�� I
1060 SPECIFICATIONS. MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL CO _
ENCLOSURE TO INCLUDE TEST COCK #1
I FROM THE APPROPRIATE CHARLOTTE - MECKLENBURG UTILITIES
W -.
DRAIN PORT(S) PER CMU I � LOWEST I � BACKFLOW INSPECTOR.
REQUIREMENTS. f X POINT r1
' Z ¢ OR RELIEF ( a-
2 I TYPE K OR L COPPER TUBING
IN VALVE Q
OUTLET I PIPE. 1" MIN. GALVANIZED ,y ry
SLOPE GROUND ( ' I STEEL PIPE OR SCH. 40 PVC W
AWAY FROM PIPE WITH SCH. SO PVC FITTINGS. �, j
COVER (TYP.) SEE NOTE #2 J
,. -..< .,... -. .., - .... _ CMU REQUIRED SPA Co
ABOVE UN
O EGR O D
SEE CMU IRRIGATION W
SERVICE STD. DETAILS CK W
1 THIRD 4 DATED U)
_ _ _ _ _ -\ 6 -18 -2009 (OR LATER) FOR
SETBACK IRRIGATION BE OPTION
MIN. 4" THICK
#67 WASHED -- ----
.._....._.._L�
STONE OR
CONCRETE PAD
PROPERTY SEE 7 N Z
IF USING PVC PIPE - NOTE #4 3 #5 M J O
VERTICAL BRACING LINE W Q Z
IS REQUIRED - _ _ _ _ _ _ _ _ J N F LU
IF USING PVC PIPE, HORIZONTAL. Y W W W
BRACING IS RECOMMENDED. .... CMU
METER Uj (L
PUBLIC W F C O
WATER F- Z L•
MAIN 0
Z
V
U,
TYR CAL LOCATION REQUIREMENT loft
FORABOVE GROUND INSTALLATION
N.T.S. ;
U
CHARLOTTE MECKLENBURG RPPA - 3/4"-l" ABOVE GROUND
UTILITIES
R
NO" 36 -HIT (HINGED, IRON TRAFFIC) L 22 -1/2' BEND (PVC, DIP OR CISP)
TRAFFIC COVER -WT. 16 LBS.
COMPRESSION JOINT SEALER
-SEWER TAP SADDLE
VARIES
WITH SLOPE - -EPDXY SEALANT AS RECOMMENDED BY
TAP SADDLE MANUFACTURER
VITRIFIED CLAY, PVC OR DUCTILE IRON PIPE.
NOTES:
1. THE OPENING IN PIPE SHALL BE CUT WITH A TAP MACHINE ONLY.
WT. 12 BODY -74 LBS. 2. THE TAP SHALL BE MADE IN THE UPPER HALF OF THE PIPE AT 45'
FROM THE HORIZONTAL
3. MAXIMUM SIZE TAP SHALL BE FOUR INCHES.
4. TEE & BEND TO BE FULLY ENCASED WITH #67 CRUSHED STONE.
5. SDR 35 PVC LATERAL PIPE REQUIRE TYPE III GRANULAR BEDDING.
6. MIN. CLEAR TO PIPE JOINT ON MAIN SHALL BE 1' -0 ".
7. THE LATERAL MUST BE INSTALLED PERPENDICULAR TO THE MAIN.
8. IF THE LATERAL HAS LESS THAN 3' OF COVER, THE LATERAL MUST
BE D.I.P.
CONCRETE METER BOX
FOR 3/4" WATER METER
CHARLOTTE MECKLENBURG
UTILITIES
SCALE: NTS
4" LATERAL (TAP)
MIN. 6" FREEBOARD
III =1 ® Q- DESIGN STORM WSEL _ - ®-
_j 1
3
I I��IIIIIIIII
REQUIRED HEAD H
I-
00 c�IP
I I
I (
I I
TOP OF BERM CONTOUR
SHOW AND LABEL ON PLAN
YARD INLET AREA (AC) CFS HEAD H (FT) COMMENT
103 1.65 7.66 0.35
301 2.06 9.56 0.41
302 1.79 8.31 0.37
CITY OF CHARLOTTE SCALE: NTS
9 QM LAND DEVELOPMENT STANDARDS GRADING AT DROP INLET
INCLUDES CHARLOTTE ETJ 20.35
e„
Copyright © 2011 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
• landscape architecture
®civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
P 704.343.0608 f 704.358.3093
www.drgrp.com
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REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
CITY OF CHARLOTTE SCALE: NTS
9 QM LAND DEVELOPMENT STANDARDS GRADING AT DROP INLET
INCLUDES CHARLOTTE ETJ 20.35
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Copyright © 2011 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
design resource group
• landscape architecture
®civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
P 704.343.0608 f 704.358.3093
www.drgrp.com
e`� t CAR� It*
's
��`�' CORPORATE °
SEAL
v : C -95 Q
N : C -2165 r Q
NCBELS , •`
'.�''•. JQ.`
�Pe 0 U RAC E
�s
S,0000 Z Ce
w LU
• 00
�• Ce ..
L11 Z
•
..
LU
Uj
Z 0 cx�
■'
a 0
•a
CONSTRUCTION
DOCUMENTS
��IIIIIIII //
/ /vim
34 67
05/2-7/1
7 °. :
T °ENGINEER °'emu
yEWl i ►i\Mo��\�
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET
CONSTRUCTION
DOCUMENTS
��IIIIIIII //
/ /vim
34 67
05/2-7/1
7 °. :
T °ENGINEER °'emu
yEWl i ►i\Mo��\�
AUGUST 02, 2013
REVISIONS:
1. 10/29/13 - PER CITY COMMENTS
2. 12/20/13 - PER CITY COMMENTS
3. 04/23/14 - PER CITY COMMENTS
AND PUBLIC STREET