20160968 Ver 1_401 Application_20161016

LATHAM-WALTERS ENGINEERING, INC.
16507-A Northcross Drive RECEIVED/NCDENR/DWI
Huntersville, North Carolina 28078
Ph [phone] Fax [phone] SIFP 2 9 2016
[e-mail]
To: NCDENR
WQROS
LETTER OF TRANSMITTAL MOORESVILLE REGIONAL OFFICE
Attn: Alan Johnson
CouorAddress: 610 East Center Ave. r10
f1 M f� copy Y
Suite 301 U V LS D
Mooresville, NC 28115
6 2016 Job No.: 2015.32
From: Carlos Ruano
Date: 9/28/2016
Re: Paw Creek Village_Ph. 2
We are sending you:
_ attached
shop drawings
specifications
under separate cover
_prints x plans samples
copy of letter package
Copies Date
No. Description
1 7/28/16
22 Paw Creek Village Ph. 2 — Civil Plans
1 9/27/16
14 Section 404
THESE ARE TRANSMITTED as checked below:
• For approval
• For your use
As requested
• For review and comment
• FOR BIDS DUE
Remarks:
• Approved as submitted
• Approved as noted
• Returned as corrections
• Forms for signatures & submittal
Plans were submitted to identified the measures taken to treat the stormwater before leaving the
site. Sheets included are only those that reflect these designs.
Please call if any additional information is needed. [phone]
Thanks,
Carlos Ruano

Carlos Ruano
From: Jeff Benton [[e-mail]]
Sent: Wednesday, September 28, 2016 10:19 AM
To: Carlos Ruano
Cc: 'Mitch Latham'; Jeffrey Ream; 'David Hensley'; Kevin Markham
Subject: RE: Paw Creek Village Ph. 2 - 401 Water Quality Certification
Attachments: GC3890. pdf
Carlos,
contacted Alan Johnson with DWR and he confirmed that as long as it meets all of the other General Conditions in the
NWP, no notification for a 401 Water Quality Certification would be required since the project has minimal impact and is
below the reporting threshold. Please see the thresholds and circumstances section of the attached Water Quality
Certification No. 3890 (corresponding to NWP29) from the DWR website. This project does not meet any of the listed
thresholds or circumstances and would therefore require no written approval for a 401 Water Quality Certification.
If you have any questions, please let me know.
Thanks,
Jeff RECEIVEDINCDENRIDWR
WENVIRONMENTAL
SERVICES, INC.
Jeff Benton I Senior Scientist
809 West Hill Street, Suite C I Charlotte, NC 28208
704-975-8897 Mobile
ESI Website I Read ESI News I Follow Us on Twitter I ESI Green News Blog
SL,•19 2016
WQROS
MOORESVILLE REGIONAL OFFICE
Confidentiality Notice: The information and all attachments contained in this electronic communication are privileged and confidential information, and intended only for the
use of the intended recipient(s). If the reader of this message is not an intended recipient, you are hereby notified that any review, use, dissemination, distribution, or copying
of this communication is strictly prohibited. If you have received this communication in error, please notify me immediately of the error by return e-mail and please
permanently remove any copies of this message from your system and do not retain any copies, whether in electronic or physical form or otherwise. Thank you.
From: Carlos Ruano [mai Ito: Carlos0)1wengineer.com]
Sent: Tuesday, September 27, 2016 3:55 PM
To: Jeff Benton
Cc: 'Mitch Latham'; Jeffrey Ream; 'David Hensley'
Subject: Paw Creek Village Ph. 2 - 401 Water Quality Certification
Good afternoon Jeff,
We were working with Paul Petitgout before he left the organization. The project we were working on was Paw Creek
Village Ph. 2 in Charlotte. We recently just received Section 404 permit verifying the disturbance of the surface
water/wetlands.
The permit does reference Section 101 Water Quality Certification. I believe that Paul Petitgout should have submitted
this too. Could you see what the status is or where it's at?
Sincerely,

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2016-00527 County: Mecklenbure U.S.G.S. Quad: NC -MOUNTAIN ISLAND LAKE
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: LGI Homes — NC, LLC
Jeff Ream
Address: 11450 Lake Robbins Drive, Suite 450
The Woodlands, Texas, 77380
Telephone Number: 281-362-8998
E-mail: *ream a,leihomes.com
Size (acres) 114.3 Nearest Town Charlotte
Nearest Waterway Paw Creek River Basin Santee
USGS HUC 3050101 Coordinates Latitude: 35.25587
Longitude: -80.96188
Location description: The project area is located 0.2 miles southwest of the intersection of Pawtuckett Road Blackheath Circle.
PIN: 05522123.
Description of projects area and activity: This verification authorizes the placement of fill material in 0.06 acre of wetlands and
0.07 acre of open waters to facilitate the construction of Phase II of Paw Creek residential development. Phase I of this
development occurred directly east of Phase II and utilized a non-reportine Nationwide Permit 13 to facilitate the removal of
an unneeded culvert and the stabilization of the adjacent stream banks.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit Number: Nationwide Permit 29. Residential Developments
SEE ATTACHED NWP GENERAL AND REGIONAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated July 28, 2016, and the enclosed plans Sheet C1.0 dated July 14, 2016 and Sheet
C2.0 dated July 16, 2016. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order, a Class I administrative penalty, 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 of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements. For activities
occurring 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 in Morehead City, NC, at [phone]. This Department of the
Army verification does not relieve the permittee 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 Permit, or the Corps of Engineers regulatory program,
please contact David Shaeffer at 704-510-1437 or David.L.Shaefferna,usace.army.mil.
Digitally signed by SHAEFFER.DAVID.LEIGH.1260750573
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA, cn=SHAEFFER.DAVID.LEIGH.1260750573
Corps Regulatory Official: Date: 2016.09.2712:22:22-04'00' Date: 9/27/2016
Expiration Date of Verification: 03/18/2017

SAW -2016-00527
Determination of Jurisdiction:
A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 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 determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -
Basis For Determination: Based on information submitted by the annlicant and available to the
U.S. Army Corns of Engineers, the project area appears to exhibit criteria for waters of the U.S. as
defined in 33 CFR 328, Regulatory Guidance Letter 05-05, the JD Guidebook (i.e. Rapanos Guidance),
the 1987 Wetland Delineation Manual, and/or the Regional Supplement to the 1987 Manual: Eastern
Piedmont and Mountains v2.0. See the areliminary jurisdictional determination form dated 9/27/2016
included in the file.
E. Attention USDA Program Participants
This del ineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The del ineation/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.
F. Appeals Information (This information applies only to approved jurisdictional determinations 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
Notification of Appeal Process (NAP) fact sheet and 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
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M 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 by not applicable.
**It is not necessary to submit an RFA form to the Division Office if ou do not object to the determination in this correspondence.**
D1911111y sig by SHAEFFULDMAD.LEIG .1260750573
/f' —SHAE FELLS.Govemmen2 0750573ou=VKl, ou=U50.
y3� /{/y/��-<n=SHAEFFER.DAVID.LEIGH.1260750573
Corps Regulatory Official: Date: 2016.09.'27 1222-.44-04'00'
David L. Shaeffer
Date of JD: 9/27/2016
Expiration Date of JD: not applicable

SAW -2016-00527
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 Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent:
Jeff Benton, ESI
Address:
1905 Ebenezer Rd
Rock Hill, South Carolina, 29732
Telephone Number:
704-975-8897
E-mail:
jbenton(USINC.CC

Action ID Number: SAW -2016-00527 County: Mecklenburg
Permittee: LGI Homes — NC. LLC. Jeff Ream
Project Name: LGI Homes -NC, LLC. Paw Creek Village Phase II
Date Verification Issued: 9/27/2016
Project Manager: David Shaeffer
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David Shaeffer
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

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- is s

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: LGI Homes—NC LLC Jeff Ream —I File Number: SAW -2016-00527 Date: 9/27/2016
Attached is: See Section below
❑ INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A
❑ PROFFERED PERMIT Standard Permit or Letter ofpermission) B
❑ PERMIT DENIAL C
F11 APPROVED JURISDICTIONAL DETERMINATION D
ZI PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or hitp://www.usace.armv.mil/Missions/CivilWorks/RegulatoryPro2ramandPemiits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section Il of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION 11 - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division, Attn:
Mr. Jason Steele, Administrative Appeal Review Officer
David Shaeffer, Asheville Regulatory Field Office, US
CESAD-PDO
Army Corps of Engineers, 151 Patton Avenue, Room 208,
U.S. Army Corps of Engineers, South Atlantic Division
Asheville, North Carolina 28801-5006
60 Forsyth Street, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunit to participate in all site investiations.
Date:
Telephone number:
Signature of appellant oragent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David Shaeffer, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): 9i27i2o16
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
L.GI Homes —NC- LLC .C. Teff Ream 11450 I .ake Rnhhins Drive, mite 450,
Thi-, Wnndlanr, TeXac 772S2o
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
Wilmington District. LGI Homes -NC, LLC, Paw Creek Village Phase Ii_ SAW- 016-005 7
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
The project area is located 0.2 miles southwest of the intersection of Pawtuckett Road Blackheath Circle. PIN:
05522123.
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC
County/parish/borough: Mecklenburg City: charloft
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.25566 ON; Long. -N.%401
Universal Transverse Mercator: 17S 503272 3901397
Name of nearest waterbody: Paw Creek
oW
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
7.287 linear feet: 1.5 - 20 width (ft) and/or 2.6 acres.
Cowardin Class: Riverine
Stream Flow: Perennial and intermittent
Wetlands: 1.39 acres.
Cowardin Class: PFO and PSS
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: None
Non -Tidal: None

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑x Office (Desk) Determination. Date: 9/27/2016
❑ Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
whffe checked and requested, appropriately reference sources below):
lJ Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: Figure 3 - Approximate Jurisdictional Areas with Photograph Locations
❑✓ Data sheets prepared/submitted by or on behalf of the
app ' nt/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
Incorrect soil indicators selected on at least one datasheet (WA2wet). Profile is still hydric (F6).
F-1 Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name: vu -ow 1"w Lm -
USDA Natural Resources Conservation Service Soil Survey.
Citation: soil survey of Me"nburg County, NC
QNational wetlands inventory map(s). Cite name: USFWS NWI online wetlands mapper
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
© Photographs: ❑ Aerial (Name & Date): or
✓❑ Other (Name $ Date): site "ogmphs. lnnsthrough 1/1611
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
3

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later lurisdictional determinations.
Digitally signed by
SHA E FFER.DAVI D.LE IG H.1260750573
�• �� DN: KUGovernment, ou=DoD,
ou=P1,ou=SA,
cn=SHAEFFER.DAVID.LEIGH.1260750573
Date: 2016.09.27 11:42:39 -04'00'
Signature and date of
Regulatory Project Manager
(REQUIRED) 9/27/2016
4
Signature and date of
person W esting preliminary
(REQUI ,
the signature is impracticable)

Table 1. Water resources within the study area.
Site
Cowardia
Estimated amount of
Class of aquatic
Latitude
Longitude
aquatic resource in
number
Class
resource
review area
SA
35.25812
-80.95704
riverine
4,608 If, 2.12 ac
non -section 10 - non -
wetland, perennial
SB
35.25832
-80.95710
riverine
66 If, <0.01 ac
non -section 10 - non -
wetland, perennial
SC
35.25812
-80.95796
riverine
97 If, <0.01 ac
non -section 10 - non -
wetland, intermittent
SD
35.25532
-80.95975
riverine
1981f, 0.09 ac
non -section 10 - non -
wetland, perennial
SE
35.25817
-80.96124
riverine
470 If, 0.11 ac
non -section 10 - non -
wetland, erennial
SF
35.26018
-80.96171
riverine
2501f, 0.02 ac
non -section 10 - non -
wetland, intermittent
SG
35.25810
-80.96134
riverine
2801f, 0.06 ac
non -section 10 - non -
wetland, perennial
SH
35.25680
-80.96516
nvenne
77 If, <0.01 ac
non -section 10 - non -
wetland, intermittent
SI
35.25839
-80.96722
riverine
504 If, 0.09 ac
non -section 10 - non -
wetland, perennial
Sl
35.25591
-80.96662
nvenne
168 If, 0.03 ac
non -section 10 - non -
wetland, erennial
SK
35.25605
-80.96728
riverine
251 If, 0.02 ac
non -section 10 - non -
wetland, intermittent
SI.
35.25240
-80.96537
riverine
200 If, 0.02 ac
non -section 10 - non -
wetland, perennial
SL
35 25238
-80.96528
riverine
118 If, <0.01 ac
non -section 10 - non -
wetland, intermittent
WA
35.25649
-80.96126
PFO
0.01 ac
non -section 10 -
wetland
WB
35.25659
-80.96498
PSS
0.04 ac
non -section 10 -
wetland
we
35.25808
-80.96425
PFO
0.06 ac
non -section 10 -
wetland
WD
35.25607
-80.96663
PFO
0.66 ac
non -section 10 -
wetland
WE
35.25668
-80.96722
PFO
0.40 ac
non -section 10 -
wetland
WF
35.25245
-80.96624
PFO
0.21 ac
non -section 10 -
wetland
WG
35.25713
-80.96134
PFO
0.01 ac
non -section 10 -
wetland
SWA
35.25787
-80.96498
PUB
0.07 ac
non -section 10 -
wetland
SWB
35.25713
-80.96134
PUB
0.53 ac
non -section 10 -
wetland

:�
Project Location
(t 114 acres)
I �
- 4
ip m
Project Boundary*
Jurisdictional Stream*
Existing Culvert*
(� Jurisdictional Wetland*
(� Jurisdictional Pond*
Photograph Location*
Data Point Location*
'Location and extent is approximate.
0 300 600
Feet
1 inch equals 600 feet
Source: Mecklenburg Coun GIS Property
Ownership and Land Records Inonnation System.
Dfedaarwr: The aibrrnr bon depicted on Oft figure ■ for
inf xrnowred purposes only and was not prepared for. and is
not suNable for 160 or WVM—N Pxpo�
74
3 z
Paw Creek Village Tract
Mecklenburg County, NC
Delineated Jan 7, 2015 - Jan 16, 2015
Jurisdictional Wetlands
WA approximately 0.01 ac.
WB approximately 0.04 ac.
WC approximately 0.06 ac.
WD approximately 0.66 ac.
WE approximately 0.40 ac.
WF approximately 0.21 ac.
WG approximately 0.01 ac.
Jurisdictional RPW Tributaries
SA approximately 4,608 If or 2.12 ac
SB approximately 66 If or <0.01 ac.
SC approximately 97 If or <0.01 ac.
SD approximately 1981f or 0.09 ac.
SE approximately 470 If or 0. 11 ac.
SF approximately 250 If or 0.02 ac.
SG approximately 280 If or 0.06 ac.
SH approximately 77 If or <0.01 ac.
SI approximately 504 If or 0.09 ac.
Si approximately 168 If or 0.03 ac.
SK approximately 251 If or 0.02 ac.
SL approximately 318 If or 0.03 ac.
Jurisdictional Ponds
SWA approximately 0.07 ac.
SWB approximately 0.53 ac.
Upland Area = approximately 109.75 ac.
Total Area = approximately 114.34 ac.
Approximate Jurisdictional Areas with Photograph Locations
Paw Creek Village Tract
Mecklenburg County, North Carolina
Project: ER14147.0
Date: Jul 2016
Drwn/Chkd: JMB/SPP
Figure: 3

Know what's below.
0111 before you di
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
PAW CREEK VILLAGE PHASE 11
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all [1, A"JA& V'Jfjff
JWAII
CHA-,'DxL OTTE, NORTH CA-11DxOL1NA 2821,AF-
W � W , U F, W. V ME IF U, F WA,1100'
LGIHOME35 NC., LLC
3037 SHERMAN DRIVE
LANCASTERs SC 29 _'(l
Pir-ION-2E,: [phone]
[e-mail]
ANNEXATIONINTO THE CITY OF CHARLOTTE BY
CITY CO UNCIL D URING THEIR MEETING ON JUNE 2i
MOORES CHAPEL ROAD
L WZ- E-- / � /
SHEET INDEX
ILAT1HAM WALTE S
OADENGINEERING,1INN.C.
C
COVER
CORP. LIC. C-1815
SITE PLAN
16507-A NORTHCROSS DRIVE
EROSION CONTROL PLAN PHASE I
HUNTERSVILLE, N.C. 28078
kp,CKE
PHONE: [phone]
HASE /
FAX: [phone]
AW VILLAGE RD
PHASE IISITE�o
C2.4
EROSION CONTROL PLAN PHASE If
C2.5
ARo
C3.0
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EROSION CONTROL DETAILS
C4.0
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VICINITYMAP
N.T.S.
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GRADING PLAN
C5.0
STORM DRAINAGE SCHEDULE
C6.0
JULY 28, 2016
C6.1
DATE
SHEET INDEX
Sheet Number
Sheet Title
C
COVER
C1.0
SITE PLAN
C2.0
EROSION CONTROL PLAN PHASE I
C2.1
EROSION CONTROL PLAN PHASE I
C2.2
EROSION CONTROL PLAN PHASE I
C2.3
EROSION CONTROL PLAN PHASE II
C2.4
EROSION CONTROL PLAN PHASE If
C2.5
EROSION CONTROL PLAN PHASE II
C3.0
EROSION CONTROL DETAILS
C3.1
EROSION CONTROL DETAILS
C4.0
GRADING PLAN
C4.1
GRADING PLAN
C4.2
GRADING PLAN
C5.0
STORM DRAINAGE SCHEDULE
C6.0
PAW/ VILLAGE ROAD EXT STA. 0+00 -11 +00 PLAN -PROFILE
C6.1
PAW VILLAGE ROAD EXT STA. 11+00- END PLAN -PROFILE
C6.2
YURMAN ROAD PLAN -PROFILE
C6.3
PATISHALL LANE PLAN -PROFILE
C6.4
CHATUGE COURT PLAN -PROFILE
C6.5
BECKINHALL DRIVE PLAN -PROFILE
C6.6
ROSFIELD DRIVE PLAN -PROFILE
C6.7
ELLINGFORD ROAD STA. 0+00 -12+00 PLAN -PROFILE
C6.8
ELLINGFORD ROAD STA. 12+00 - END PLAN -PROFILE
C6.9
LOY COURT PLAN -PROFILE
C6.10
STARNES ROAD PLAN -PROFILE
C6.11
ZULLI LANE PLAN -PROFILE
C6.12
LATIMER LANE PLAN -PROFILE
C6.13
TALBERT COURT PLAN -PROFILE
C7.0
MISCELLANEOUS DETAILS
C7.1
MISCELLANEOUS DETAILS
C8.0
UTILITYPLAN
C8.1
UTILITYPLAN
C8.2
UTILITYPLAN
C9.0
LANDSCAPE PLAN
C9.1
LANDSCAPE PLAN
C9.2
LANDSCAPE PLAN
CI0.0
STORMWATER QUALITYPLAN
CIO.]
STORMWATER QUALITYDETAILS
C11.0
STORM SYSTEM DRAINAGE AREA MAP
C11.1
STORMWATER DRAINAGEAREA MAP
C12.0
EROSION CONTROL DRAINAGEAREA MAP
C12.1
EROSION CONTROL DRAINAGEAREA MAP
C13.0
BMP DRAINAGE AREA MAP
C13.1
BMP DRAINAGE AREA MAP
C14.0
STREAM BUFFER ZONES & FL 0 OD WA Y CR OSS SECTIONS
HOMES
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
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REVISIONS
REV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
PROJECT NO.: 2015.32
SCALE: N.T.S.
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
C

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ROAD
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PHASE I
PHASE II RN PAW VILLAGE RD
SITE Es
VICINITY MAP
N.TS.
PARCEL /D.
THE PROPERTY LINE FOLLOWS THE CENTER OF THE BRANCH (L1 - L19)
TOTAL AREA OF FLOOOWAY BEYOND FEMA FRINGE. • 450,393 S.F.
AREA (509•) REQUIRED ABOVE. 225,196.5 S.F.
AREA PROVIDED: 234, 432 S.F. = 5.38 AC.
(REMAINING PORTION OF) INTERSTATE HIGHWAY 485
055-221-24 NCDOT PROJECT 8.0672209
JDSI LLC MECKLENBURG COUNTY �+ 1+•�l
DB 29773-37.3 605 O
EX. USE. MULTI -FAMILY
EX. ZONING: R-12 M.F. /
MECKLENBURG COUNTY / 383.98
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3 m
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FLOODWAYLEGEND INTERSTATE HIGHWAY 485 J 1 1696y
xoKra FUTURE CONDITIONS FLOOD FRINGE LINE (FCFFL) NCDOT PROJECT 8.0672209` MEC ENBURG COUNTY ZV13'43' 2 8
FEMA FLOOD FRINGE LINE (FFFL) \ "
COMMUNITY ENCROACHMENT LINE (CEL)
INTERSTATE HIGHWAY 485
32 052E 403. 19C MECKLENBURGDOT JECT SCOUNTY09
4 .19'
- � I
FEMA FLOODWAY ENCROACHMENT LINE (FFFL)
11907-107 TDE DB 10109-904
25 45 30"
INTERSTATE HIGHWAY 485 tJ� d Z
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NCDOT PROJECT 8.U672209 cW wam `�� �'�55 - 705.06' - 2o�REaR Sso.Oo,
MECKLENBURG COUNTY C3 m =-�--rs
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1 1 664
BE DED/CA TED TO MECKLENBURG COUNTY V s o9�� ��/??? /
SWIM. STREAM BUFFER ZONES R, , 4sg ^ � �
UPON COMPLETION OF CERTIFICATE OF TYPICAL CROSS SECTION , 4 � � � ,� � � �� � � � �l I � � 43
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r T2s �o- N N I n4s7 S.F (QUAD.) / ! 7YP. o 'o I I- - I \ \ \ r j I L - - J DB 21642-473
^ L - - - (QUAD.) I 3A / / �1 ( ) o' 0 160 -I \ I 7099 S,FPE �L
. I I � 07 � X02 ,. ' _ �?o. � I o 66o�s.F I ,� m �- � EX USE: S.F. RESIDENTIAL
I I - r-,7 =� ---- - J -
L J � \ �- � 4.2 � R 38oy, � 6000 s.F I 9 0 v� 2�n�t608.2 = o � 0.7 o EX ZONING: R 4
I -z �- - / \ 148 � /� SEi' "g L - - �� �7p�1 �` \ c� � `I
136.03 �� I I EX. PROPERTY LINE /- 1 \v g� : . :. 7 92' .: - % �/ 1 15' s h L585o s.F
/ 5 p.E
I (QUAD.) � L-7-2-r�8- � � / _ 7.�7 s4' - J
-� I- - -� 30-x30- s� o ♦ ` o �r
a m I 118 �Q - - - - I 108 15173 S.F. j FRONT SETBACK - - - 9 \ 147 STOP SIGN 0 5' �� • I� / • o0 20 1
EXIST. 30 FT h • f o
PCO BUFFER Vr I� I 9590 s. F. I ^ O I QUAD. / I _ % I I I (TYP) �•-� .� I O(`iil IY o
QUAD. N 175125 S.F. I 124 I 9335 S.F. / ��. / I 7349 SF, 146 A �n r 5850 SF. V o
I 35X35' I h ) 1 / �� 131 13z I I V 9 �,� O I r45 I r44) I I A V� o �I -- J� N PARCEL ID: 055-221-06
(QUAD. 0 O O PARCEL ID. 055-221-09
n� ty 3677 S.F.�' / �ti\ 7458 s.F 689 s " 143 6 8 OP. 31 \ �I ml ��� a BLAINE ERIC DUNGAN
a Oo I I I S.D.T. I I I II / ► O \ \ / �_ I �. I \ or
(•) I °j (QUAD. to / /� (auaDSjF 6QUAD.F s 27 s. h \ ti oo m ■c o� 1 °1v, rn BESS M. THOMPSON
I \ 619s SF. DB 19724-800
I > 19177 S.F. v (DESIGl ' BY KCI \� `�I o a
PROP. DAD END 1^ 1 L - - - - II 22 9 \ I s ct I I L - - - ` T I EX. USE: S.F. RESIDENTIAL DB 3825-207
4 - - - - 7` m I 5 / \ I I (QUAD. 6 I I - \ m �o sa5o sF o rn EX. USE. S F. RESIDENTIAL
W 85,27' ,'L?� 7.00 710.00" : ' �. 9527'J 1 .� - - - �l�l� �� J L 20' REAR SETBACK ) ;51 1 ;6a / . rQ �- -7• ASSOC. �FNC) \�, I I,I NL - - J� 4� EX. ZONING' R-4
STREET BARRICADE - / L_ 724.73' 17 7.9s Sy7 7 ' / \ J L - J L -
(TYP.)CLDSM 0.07A 53.72' 26.67' - �/ 134 V f I o s w \ 6�7 O1 35X35' - o r 18 �1vo EX. ZO G. R-4
Ra4D r' 'BEIC �2 / . \ S06'25 44 ' (n'P)
- \. I 1N 293.94 8625 SF // � r - - a' � ='� ,(� - I I I I /:'� I sE SF. I o
PARCEL ID: _- - . ^� 130 \\ PARCEL lD: 055-227-25 �� '�" - oof 4 - h' _ - _ �I3' / ■ Il: a L _ _ J PARCEL ID: 055-227-07 P - -
055-227-24 I - _ - - r
PARCEL I 055 227 OS
_ pp�� I_ � �y�� "HOWARD &BONNIE DUNGAN ROBERT ALE BROCK
- - \ /� -� oWl vo �h ? �_ L I dK I �J o DB 2638-270 DB 5 09-737
0130.37' 764.97' 728.52' 727.02' 10394• / \\ \ `� � : LOR PAO & KA BLIA LEE •
a J"x30" 24. 7' 27750 S.F. N I�
JDSI LLC Ir \ ST0 SIGN- - - - - - - - - - - - - - r - - - - - I \\ (QUAD) 1 Gi DB 27920-894 -s6 S?¢4. �L 6000 sF �� , ^ I o EX. USE: S.F. RESIDENTIAL
DB 29773-3I3 I ) r F 20' FRONT SETBACK I (- \ Ga EX. USE: S.F.RESIDENTIAL 7 4.08'32 8' 64.29' _ - Jv� X92 _- _ I saso s. F. o EX. USE: S.F. RESID NTIAL
EX. USE: MUL TI -FAMILY I q (TYP. 125 I 126 I 127 I 128 I 129 \ R-12MF I - r - - ^�r I ` - - - - - -
EX. ZONING: R-72 M.F. Ri EX. ZONING: R-3 0 �°/ .35 I�� 4 � :• _ - `� EX. ZONING. -R-4
EX. ZONI G: R 4
Y O I 136 ■ I
0 5923 S.F. o
ri 75055 S.F. � MECKLENBURG COUNTY � � �'
r �13787 S F 13647 S.F. 3776 S.F. 8720 S.F. VA I 4, c COS : 6 I I I,
MECKLENBURG COUNTY QUAD. 1 I � I � I I o i ° V � � "� "�' 137 138 � NL_ _ - o� _ 0 �` I
VA QUAD. QUAD.) (QUAD.) N (QUAD.) V o �O�• 14466 S.F. I }} -- JN �' li �� 5850 SF o 10' SIDE YARD "W 511.90 75.70'
- - - - J L - J L 20' REAR SETBACK - - - - - - - - J a O ti 0.2.3 A �P757 S.F. 944 S.F. �-49 F PCO � } - -� TYP.-AT ALL N05.06' 50.00' So.00'
- -1 L - 0 �� / � �ro.�s' BUF SER _ d ; �� �� L - ( 48
- - - - - - - - - - - - - �` J I 139 1 i0 X91 / :� f 7� o r1 SIDES Do' So. oo' So.00
49.05' 67.30' 28.61' 98.84' 29. 1C q F' ` _ fG/ /� �I� 1s 3 ) 55.00'
127.07'
8. 5� 94.s3' ti I _ I _ ff� i ,: 50
_ �' n� L 20' REAR SETBACK) - J L - J L - y 9
- 427.82' 83.42' b ° FFf- / I I ` i ,% 20' YEA I CK�
40.17 0 7 o /7372 SF / 7643 SF L �. 10 8
503.0831 "W 168.69 434 .6, 92.77 5245 54.90' 56.82' 74.87' 4.78'29.6 L }E.2g 81 39. �� L ��� >o o _ - 3 r 12 11 17397 s.F
S03'04'13"W 421.82 S03'1027'W S03'21 48 W _ _ _ _
PARCEL lD' 055 267-32
140.17 183.42 �,5�6 / - ' S03' 15 69 W 194,89 S03' 18'35 "W 496 49 / 4 4 j. COS : 4 13 l 1 9 1 850 s. ROP DEAD EN
¢02• „W 525. - t - 8252 s.F. o o X0'7 _ L
a 8FNOV -- - I J ` C 4 so 00, J L I
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8987 S.F. I I
O BUFFERL - 2
-zoz Sr-
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42
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PAW CREEK 6679 S.F.
• s\ \ v\ L- J L- J L v(TYP-) I L -�29� o
_ _
,
•
50.70' so.7o' rnornl►--qu_-o_s
--JJI ► oo IohOao I 4410
oJvWO
WLFFFL
11907-107 58
15�I6000 S F o
20-S.D.E. FCFFL 60 -299a J, ' �'FS o__.4
i.
�50 R-3 -79 '� �- - s000" - -- ` �, x I oil Na : 6000 s.F
96 1�95)
_ moft
3 100 �
r 00, I
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PARCEL ID:
055 -273 -OE
SADLER, ET <
DB 15023-8
EX. USE:
EX. ZONING: R-3
NOTES:
O
PARCEL ID. 055-273-07 PARCEL ID: 055-261-01 KO VA & LINDA YANG
JAY COX & LAURA KNIGHTDALE J. HORNS DB 25425-880
DB 22473-960 DB 9455-727 EX. USE.-S.F. RESIDENTIAL
EX USE: S.F. RESIDENTIAL EX. USE. S.F. RESIDE TIAL EX. ZONING: R-3
EX. ZONING: R-3 EX. ZONING: R- PARCEL ID: 055-261-36
MRS. N.B. ROBINSON
I I DB 1005- 72
EX. USE: S.F. RESIDENTIAL
EX. ZONING: R-3
1. TAX PARCEL ID: 055-221-23, PORTION OF 055-221-24
DB./PG.: 29488/232, 29773-313
2. SITE ADDRESS. PAW VILLAGE ROAD EXTENSION
CHARLOTTE, NC 28214
(TAX PARCEL ID ADDRESS :7942 PAWTUCKETT ROAD)
J. PROPOSED USE. SINGLE FAMILY/QUADRAPLEX LOTS
QUADRAPLEX LOTS WILL BE SUBDIVIDED INTO 4 LOT-
TOWNHOME LOTS AT TIME OF CONSTRUCTION
EXISTING USE: VACANT
4. TOTAL SITE AREA OF PHASE //. 192.967 ACRES
5. TOTAL NUMBER OF PROPOSED SINGLE FAMILY LOTS = 133
PROPOSED QUADRAPLEX LOTS = 37x4=148
DENSITY CALCULATIONS. TOTAL LOTS = 170 LOTS/281 UNITS
R-3: 34.50 ACRES X 3.0 UNITS/AC. = 103.5 LOTS
R-4: 22.5 X 4.0 UNITS/AC = 90 LOTS
TREE SAVE BONUS. 18.53 AC X 3 UNITS/AC= 55.6
R-12MF.• 35.96 AC. X 12 UNITS/AC. = 431 UNITS
TOTAL UNITS ALLOWED: 680 UNITS
TOTAL UNITS PROVIDED: 281
6. TOTAL SITE AREA OF COMMON OPEN SPACE = ±45.66 ACRES (49.19)
7. TREE SAVE/NATURAL AREA CALCULATIONS.
R-12MF TREE SAVE REQUIREMENT.•
TOTAL AREA: 35.96 ACRES
EXIST. SEWER R/W.' 0.489 AC.
EXIST. POND: 0.354 AC.
NET AREA: 35.117 AC.
TREE SAVE REQUIRED: 109 x 35.117 AC. = 351 AC.
(QUAD LOTS WITH BE SUBDIVIDED INTO 4 SINGLE FAMILY
SUBLOTS AT TIME OF CONSTRUCTION)
(EACH SUBLOT SHALL CONTAIN A MINIMUM OF 400 SF
OF PRI VA TE OPEN SPACE)
ARCEL ID: 055-261-2
MARGARET ROBINSON
DB 1005-72
EX. USESF RESIDENTIAL
IEX. ZONING: R-3
PARCEL ID: 055-261-24
GWENDOLYN WRIGHT
DB 30149-622
EX. USE: S.F. RESIDENTIAL
EX. ZONING' R-3
R-3 AND R-4 TREE SAVE REQUIREMENTS. • 14. STREAM WATERSHED: PAW
TOTAL AREA: 57.00 ACRES POST CONSTRUCTION DISTRICT WESTERN CATAWBA
EXIST. SEWER R W.' 3.39 AC.
/ REGULATED DRINKING WATERSHED: LOWER LAKE WYLIE PROTECTED AREA
EXIST. POND: 0.51 AC. BUILT UPON AREA: 170 LOTS/281 UNITS X 2500 SF/UNIT = 16.127 AC.
NET AREA: 5310 AC. (133 SINGLE FAMILY LOTS X 2500 SF/LOT = 332,500 SF)
TREE SAVE REQUIRED: 259 X 5310 AC. = 1328 AC. (37 QUAD LOTS X 4 UNITS/LOT X 2,500 SF/UNIT = 370,000 SF)
(R-3 AND R-4 PROPERTY DEVELOPED AS NEXT HIGHER ZONING CLUSTER (TOTAL = 702,500 SF = 16.127 AC.)
REQUIRING 259 TREE SAVE) STREETS/SIDEWALK: 8.283 AC.
TOTAL TREE SAVE REQUIRED: 3.51 AC. + 13.28 = 16.79 AC. TOTAL BUA = 24.41 AC./92.96 AC. = 26.39 BUA
TREE SAVE PROVIDED: 17.32 AC. 15. A PORTION OF THIS PROPERTY LIES WITHIN A FEMA FLOOD HAZARD
NATURAL AREA REQUIRED: 17.59 x 92.96 AC. = 16.27 AC. AREA PER FEMA FLOOD MAP 3710451500K, DATED SEPTEMBER 2, 2015.
17.59 REQUIRED FOR 25-509 BUA 16. SURVEY TOPO INFORMATION PROVIDED BY. JASON LEE WYLIE
NATURAL AREA PROVIDED: 17.32 AC. (TREE SAVE AREA) 501 FORNEY AVENUE
LINCOLNTON, N.C. 28092
8. CURRENT RESIDENTIAL ZONING: R-3, R-4, R-12MF, LOWER LAKE WYLIE PA
(R-3 TO BE DEV. AS R-4 CLUSTER,' R-4 TO BE DEV. AS R-5 CLUSTER.)
(WITH 259 TREE SAVE)
9. ACREAGE FOR AREAS IN R-3 ZONING = 34.50 ACRES, R-4 = 22.50 AC
AND R-12MF = 35.96 AC
10. MINIMUM LOT SIZE: 6,000 S.F. (R-4 CLUSTER), 4,500 S.F. (R-5 CLUSTER),
11,500 S.F. (QUAD LOT), 3,500 S.F. DETACHED (R-12MF)
11. MINIMUM LOT WIDTH: 50' (R-4 CLUSTER), 40' (R-5 CLUSTER), 55' (R-12MF QUAD)
40' DETACHED (R-12MF)
12. PUBLIC STREETS SHALL USE CLDS U-02
13. RESIDENTIAL SETBACKS AND YARDS: (MEASURED FROM PUBLIC R/W)
FRONT.• 20' MIN. SETBACK AT ALL STREETS
REAR: 30' MIN. FOR INT/ 45' FOR PERIMETER LOTS (R-4 CLUSTER)
20' MIN. FOR INT/40' FOR PERIMETER LOTS (R-5 CLUSTER)
20' MIN. (R-12MF)
SIDE: 5' SIDESTREET: 10'
1).
LINE TABLE
•
LINE
BEARING
DISTANCE
L1
S7248'10"W
12.65
L2
N87'5844 "W
16.15
L3
S2021'15"W
12.69
L4
S00 4553 E
28.86
L5
S30'1126"W
16.48
L6
S76 23 53"W
18.16
L7
N70.15'40"W
5363
L8
S78'17'00"W
8.00
L9
S55 22'08"W
8.82
THE PROPERTY LINE FOLLOWS THE CENTER OF THE BRANCH (L1 - L19)
TOTAL AREA OF FLOOOWAY BEYOND FEMA FRINGE. • 450,393 S.F.
AREA (509•) REQUIRED ABOVE. 225,196.5 S.F.
AREA PROVIDED: 234, 432 S.F. = 5.38 AC.
(REMAINING PORTION OF) INTERSTATE HIGHWAY 485
055-221-24 NCDOT PROJECT 8.0672209
JDSI LLC MECKLENBURG COUNTY �+ 1+•�l
DB 29773-37.3 605 O
EX. USE. MULTI -FAMILY
EX. ZONING: R-12 M.F. /
MECKLENBURG COUNTY / 383.98
e
N
a
3 m
I �
FLOODWAYLEGEND INTERSTATE HIGHWAY 485 J 1 1696y
xoKra FUTURE CONDITIONS FLOOD FRINGE LINE (FCFFL) NCDOT PROJECT 8.0672209` MEC ENBURG COUNTY ZV13'43' 2 8
FEMA FLOOD FRINGE LINE (FFFL) \ "
COMMUNITY ENCROACHMENT LINE (CEL)
INTERSTATE HIGHWAY 485
32 052E 403. 19C MECKLENBURGDOT JECT SCOUNTY09
4 .19'
- � I
FEMA FLOODWAY ENCROACHMENT LINE (FFFL)
11907-107 TDE DB 10109-904
25 45 30"
INTERSTATE HIGHWAY 485 tJ� d Z
i F 9
NCDOT PROJECT 8.U672209 cW wam `�� �'�55 - 705.06' - 2o�REaR Sso.Oo,
MECKLENBURG COUNTY C3 m =-�--rs
o
� `Ooo0.00' yy_ so.G
11 IRA
I
in� iS ' --- 1_ • _ .� , 6� / \7850 S.F 48 r o s
O, i
PARK & REC GREEN WAY EASEMENT WILL 2 °S 3o E \ / sr \ \� J� 469 s.� 9 47 Il 1� O /r 7 I- 1 r �o
Q 2 d 30' S OB 2 8252 S F.
1 1 664
BE DED/CA TED TO MECKLENBURG COUNTY V s o9�� ��/??? /
SWIM. STREAM BUFFER ZONES R, , 4sg ^ � �
UPON COMPLETION OF CERTIFICATE OF TYPICAL CROSS SECTION , 4 � � � ,� � � �� � � � �l I � � 43
1 60 \ CCS �V OCCUPANCY OF LAST HOME. Pqw c _ a O /�a I �� 3 <#�s �0, FR L L I
7 - i P" - -1 I 680 S. .
vrs. U. 686 S.-
; q •51 .. ` N � � I O 0) (7YP) J L ' 7058 s.
„W 13 BOUNDARY - - ��\ R-3 oRFF >> ' sz a So. ooQ s - -�
�3 _ 8207 S F. yj SETggC - y S� `� / -A ■ / o4�I -I0. I V ° r
m - 8. - 39 S c d' K 1 A O 1 o� o I o
z X000 �. � 92 � �' b .I I ISO , h
� / 1 � � � 91 � � 87 � � • Y I I I -. oo too 6000 S.F. � o
I 0 391 S. F L_ 000 pp I 0 �'' O I R -J m 1 T �L
g0 \ 9v b o F 1 m J . I NL 6000 S. F.to
1,77 48,84', 15' S.D E - F ePG�� 98 , - J o0o s.. 90 ,� '' I e ego- JN�I Zf- Gt',
APPROXIMATE _ <� / 48.84' 000 S 89 Q 6 79 7 SF ro 1 !
LOCATION OF lgET13ACK 7 28 0250. - - 1 .37.0 l
1 �� RFj1R 50 O�' 87 S.F �Ai 5 - J ��� \\ o I 61 o I� o
T3 99 1 so / o I W
EX. POND z 0 15237 S.F. � _� �\ A2 ��Qo' 000+5 X70' y . ho
/� \.i� 0 0 6000 S. F.
/1 �j0 / \ GyC/ 6 50 00 • 20 FRO L _ 8 q62 / " f / I L o h
\ QUAD. rr ` O' Z 50. N -_j
F , l
I O � � . � 7 F/ r � � , I �' L
_ J �. �' S5 ' loo\ os S F � 66 - -� ` oo' st�aacK �( � •� _ I /-
4s 79 s. F. �� .- CUL-DE-SAC O 5 sg.'�` Soa- l I '� 0 37
/��, _
o (QUAD. j�CLDSM fl � s. � � a � moo'_ 6�2o s F / � - o
) SETBACJ i- � 93 a S � 7 ,. ..� o l_ -7 - �./ 0 62 o I O c
��J r
20. � T l 125. 60 107 7, 66 8 9 21 43 46. 5 O 3- A� (J '� fC% % �� o I o
74.86' o . _ R 3 / A� 2� �z . A�' .� ' ` RI6t� I o l ss 7 Q FF SEE C14.0 FOR B UFFER I
114 _ _ APP 5 \�° 257 s. \� / o' �� . - --I I- - �3��£ �0 / F� /
0 0 L 6330 S F. / N ♦ -�
/ �g :... • . R-12 01vc LI \�: I I �.� �- - _-�- ZONES & FLOODWAY - - -�
6 _ ROXI� o loz' o g EL _ 0 36
35 X35' _ r - `/ o- %� 0 63 , ° I c
\\. / / / F o o h 6000 S.F. o
�g.
76790 SF / � 3 , fi T .i�. - MF � ; � °� '\ 0 5 � � / 168
y�`v� yy 169 / 152 SD.T. o
(QUAD.)' / ° 84 . CROSS SE TIONS I
/ 1..3d/�, 103 � �� 85 � n�70 \ 167 � I �� � 1� o I- � i (TYP.) o � % / � _ / � I o L �
s R < ) , ` / 5g' 34 S. 301 S. Pv 6653 S F ' O 153 _ O / / 7 � T � 1 i ✓ �, x L 6000 S F -X 29 80=1
X35' I J \ V g- 0' - J I L 6000 S. F. o / / 11� 1 ' / B Bio - J o r 35 -I
\ 5 ` 239 I _ h - ° , / ZON / i 50.00' (- - - - I
/ - I S.D.T. (TYP.) I \ \ / / 27 S.F. \� 1 q1� 50 \\ 166 \ I 2 1 y 6848 SF. / I l� - J h , ^� ' I 6000 S.F o Z
\ 5 I I ,3 83 / 50.00' SET 50.00' - -I II ° s�
RFAR -1 r 64 I lti L I �
r✓
50.24 X20' 50.00' �K
{ / 6000 S.F.
165 V 16 S.F. S.D.E 5 6098 S.F. 154 - L 6000 S. O / ,� I 66� LT
15' h ' : 0 16513 S. F. O° > /8PG _ - _I h - / / 1 ' v O - -
S.D.E.
T -A S.F.
r I QUAD. I ro 104 / 5� \ 61 S. F. \\ 9 ' X2 4 ` 6200 S F o l ` - _l ■ /� / / r I i 69 I N 68 I 67 I r 34 o
QUAD. J / O , / p1� / 2 1 �� / �7 0 0� I . \ O 1 00 S. 65 ,` N W
Q / ` I ^ RO \ _ 70 1 00 S.F - 1 6044 SJ o N O d I
0 / J o 1 6�� 1 00 S.F
/ 75714 SF / F r % //, 3S "� <
115 d i / O' P O O ■ /d 464 S.F J 6 W
i / \ 5 I `� . 71 00 S. F 6297 S. F X6.47' I �
(QUAD.) a /2 164 / / I r I lss 6' L 6000 S.F o ( I -�
ss' �O \, � / I� � I O � �, _ � 1 __ - _ I _ � L - �- 7 '�• �CJ
I h i / 1 ° -_ h 1 _� '✓ � 7 6 S. F FPE EL EV J L K 0 100.2 . <
17933 S.F. I I i �t L - - - J / G� 5g / I Iso VI 6779 SF. / 0 2 �l I 72 1 L �- S �C 50.00 L Z
,f 8647 SF �gP L - o� V 1 ' / FPE ELEU 1608.0 p FRONT 50.00 Z
120 I I rtiS 98` �2 l 2 5 / / 170 I I� �I -2 J 8i I 1� _ o0 50 o o
17 QUAD. j' 8644 S.F. 8B 26 I '•
/ Y - yy I o N FEEL 17 8 m-
O U C Y - i1 h <n Yr ��.1608.0 44'41.57 50� ,
I IY I I� �I J L 1:�i 6z / z (QUAD.) I° U 156 Q 6494 S F 1 7 >+
N 17882 S.F. U . m / 0 07 24848 S.F. I O o _ N I ' S0 ,TIG OfAO J O
e Ill ro �m 2 ti/ / I ° II L - - - -1 I 1 /� 73 \ 1608.0L�E g _ 50.00' 2 .0�7I.87' 7 64.87' v n
L I I, I <QUAD.) I I �I I� �I / - - - = / ) I �► �� -, 7 I 7 �0. _ w
(QUAD. 6000 S.F. I 1 00'
110 to o ( / �. 0 - 2997 80 I I� 7523 50 00 50.00' cn_I j
U1 I -
c QUAD. 2 F O' R' 12MF N ° _ o O e� ■ U/ F� EL 50.00' S0. CK 32 33
o I I I zl ^ I I 0 I' r- 1 sETBA - �, 1 O x
- �j p� 0 75387 S.F. ^0 /� 105 / h / L _ _ - - - I L _ - `� 157 h AI N I ; / / \ 1608.0 -- ._ , .�00' y0.00' 20 FRON f a 30 31 4 1 W
I� QUAD. �I 293' _ _ _ _J - I 6063 SF 1 / 74 \ �� -� O a I
\ U I 15788 S.F. / l (QUAD.) _ _-1.2,F-v1 - M �I O - n I i I ! i/ �5 O O. 7.8 ' 50.00' -� r 18 I I 29 I 002 S. 434 S.F. 6243 S. ..
o N o o QUAD. / -11 l 4''
/ _ _ 28 79 r NL 6000 sF o II l 2 f - -1 r - -1 r 26 1 27 1 002 s. L _ L - L _
/ 1 002 s.
IN I 20' REAR SETS CK� F- - - _ - - 28 97_ NJ �Q o Qn 6 ` ° F 2s 1 I 002 S.
R-12MF 116 0 2 ' �2a 34= o tom' �.,ooO P.o
°�I - I l 6366 _ PE EEl!
I� I r -r19- -I L J L - - - J ` °' ►- - I� 7� 6 ' z4 002 s.
I I^� I 1_ss
N 6aao �I N / \• 1 2a
�2ff'62- -1 /� - \ I � I 78677 SF � O I �n � 'C � � ■ \ � / V ..'002 S.50.00
¢5511SETBACK 50.00
I er ti o Uul � � O ; r� (/ 162 �
SSEMEPrr..... I 7
(QUAD.)
N rul • J I 1 I 161 I I I I I
I o ( )I I / s� O 149 L I �1
I - 35'X35' I18216 S. F. -z2g B 7 '� -1 2 1 8229 S F ''c�1 L J 1- RSR X0.00'
N 119 h O- I I 3/ "o S.D.T. QUAD. I I. ro I 4 J 50,00' 50.00
I � ^ o I� O I � sr, � 1 9 � � � � �� 17497 S.F. O � i8s67 S.F. o I- - I o I 654 I m � N 50,Od
0 2 ° QUAD. 159 -I I o
(QUAD. o ° , PE EL 50 00 49 PARCEL ID: 055-227-05
m \ L J (� U 1540 S.F. o \�. N 2 1 _ ��y/ L _ _ _ I I / ) I I L 6744 s.F \ \ ' tso8.2o zz s000' So.00' 0212 E 512•
-12889= r I� (QUAD.) I I 123 I �I N 6029 S.F. ,�" / 628 61.02 - J � 30-x3O- / I L 6000 S.F. I - -J ■\ \ - 4 505• DIANE OSBORNE & TONY
6 N I 17309 SF. i J� 22.69' I 76 5 I /6388 S.F I e LOFTIN
to of \ I QUAD. 1 22.9 STOP SIGN _ Q, r o
r T2s �o- N N I n4s7 S.F (QUAD.) / ! 7YP. o 'o I I- - I \ \ \ r j I L - - J DB 21642-473
^ L - - - (QUAD.) I 3A / / �1 ( ) o' 0 160 -I \ I 7099 S,FPE �L
. I I � 07 � X02 ,. ' _ �?o. � I o 66o�s.F I ,� m �- � EX USE: S.F. RESIDENTIAL
I I - r-,7 =� ---- - J -
L J � \ �- � 4.2 � R 38oy, � 6000 s.F I 9 0 v� 2�n�t608.2 = o � 0.7 o EX ZONING: R 4
I -z �- - / \ 148 � /� SEi' "g L - - �� �7p�1 �` \ c� � `I
136.03 �� I I EX. PROPERTY LINE /- 1 \v g� : . :. 7 92' .: - % �/ 1 15' s h L585o s.F
/ 5 p.E
I (QUAD.) � L-7-2-r�8- � � / _ 7.�7 s4' - J
-� I- - -� 30-x30- s� o ♦ ` o �r
a m I 118 �Q - - - - I 108 15173 S.F. j FRONT SETBACK - - - 9 \ 147 STOP SIGN 0 5' �� • I� / • o0 20 1
EXIST. 30 FT h • f o
PCO BUFFER Vr I� I 9590 s. F. I ^ O I QUAD. / I _ % I I I (TYP) �•-� .� I O(`iil IY o
QUAD. N 175125 S.F. I 124 I 9335 S.F. / ��. / I 7349 SF, 146 A �n r 5850 SF. V o
I 35X35' I h ) 1 / �� 131 13z I I V 9 �,� O I r45 I r44) I I A V� o �I -- J� N PARCEL ID: 055-221-06
(QUAD. 0 O O PARCEL ID. 055-221-09
n� ty 3677 S.F.�' / �ti\ 7458 s.F 689 s " 143 6 8 OP. 31 \ �I ml ��� a BLAINE ERIC DUNGAN
a Oo I I I S.D.T. I I I II / ► O \ \ / �_ I �. I \ or
(•) I °j (QUAD. to / /� (auaDSjF 6QUAD.F s 27 s. h \ ti oo m ■c o� 1 °1v, rn BESS M. THOMPSON
I \ 619s SF. DB 19724-800
I > 19177 S.F. v (DESIGl ' BY KCI \� `�I o a
PROP. DAD END 1^ 1 L - - - - II 22 9 \ I s ct I I L - - - ` T I EX. USE: S.F. RESIDENTIAL DB 3825-207
4 - - - - 7` m I 5 / \ I I (QUAD. 6 I I - \ m �o sa5o sF o rn EX. USE. S F. RESIDENTIAL
W 85,27' ,'L?� 7.00 710.00" : ' �. 9527'J 1 .� - - - �l�l� �� J L 20' REAR SETBACK ) ;51 1 ;6a / . rQ �- -7• ASSOC. �FNC) \�, I I,I NL - - J� 4� EX. ZONING' R-4
STREET BARRICADE - / L_ 724.73' 17 7.9s Sy7 7 ' / \ J L - J L -
(TYP.)CLDSM 0.07A 53.72' 26.67' - �/ 134 V f I o s w \ 6�7 O1 35X35' - o r 18 �1vo EX. ZO G. R-4
Ra4D r' 'BEIC �2 / . \ S06'25 44 ' (n'P)
- \. I 1N 293.94 8625 SF // � r - - a' � ='� ,(� - I I I I /:'� I sE SF. I o
PARCEL ID: _- - . ^� 130 \\ PARCEL lD: 055-227-25 �� '�" - oof 4 - h' _ - _ �I3' / ■ Il: a L _ _ J PARCEL ID: 055-227-07 P - -
055-227-24 I - _ - - r
PARCEL I 055 227 OS
_ pp�� I_ � �y�� "HOWARD &BONNIE DUNGAN ROBERT ALE BROCK
- - \ /� -� oWl vo �h ? �_ L I dK I �J o DB 2638-270 DB 5 09-737
0130.37' 764.97' 728.52' 727.02' 10394• / \\ \ `� � : LOR PAO & KA BLIA LEE •
a J"x30" 24. 7' 27750 S.F. N I�
JDSI LLC Ir \ ST0 SIGN- - - - - - - - - - - - - - r - - - - - I \\ (QUAD) 1 Gi DB 27920-894 -s6 S?¢4. �L 6000 sF �� , ^ I o EX. USE: S.F. RESIDENTIAL
DB 29773-3I3 I ) r F 20' FRONT SETBACK I (- \ Ga EX. USE: S.F.RESIDENTIAL 7 4.08'32 8' 64.29' _ - Jv� X92 _- _ I saso s. F. o EX. USE: S.F. RESID NTIAL
EX. USE: MUL TI -FAMILY I q (TYP. 125 I 126 I 127 I 128 I 129 \ R-12MF I - r - - ^�r I ` - - - - - -
EX. ZONING: R-72 M.F. Ri EX. ZONING: R-3 0 �°/ .35 I�� 4 � :• _ - `� EX. ZONING. -R-4
EX. ZONI G: R 4
Y O I 136 ■ I
0 5923 S.F. o
ri 75055 S.F. � MECKLENBURG COUNTY � � �'
r �13787 S F 13647 S.F. 3776 S.F. 8720 S.F. VA I 4, c COS : 6 I I I,
MECKLENBURG COUNTY QUAD. 1 I � I � I I o i ° V � � "� "�' 137 138 � NL_ _ - o� _ 0 �` I
VA QUAD. QUAD.) (QUAD.) N (QUAD.) V o �O�• 14466 S.F. I }} -- JN �' li �� 5850 SF o 10' SIDE YARD "W 511.90 75.70'
- - - - J L - J L 20' REAR SETBACK - - - - - - - - J a O ti 0.2.3 A �P757 S.F. 944 S.F. �-49 F PCO � } - -� TYP.-AT ALL N05.06' 50.00' So.00'
- -1 L - 0 �� / � �ro.�s' BUF SER _ d ; �� �� L - ( 48
- - - - - - - - - - - - - �` J I 139 1 i0 X91 / :� f 7� o r1 SIDES Do' So. oo' So.00
49.05' 67.30' 28.61' 98.84' 29. 1C q F' ` _ fG/ /� �I� 1s 3 ) 55.00'
127.07'
8. 5� 94.s3' ti I _ I _ ff� i ,: 50
_ �' n� L 20' REAR SETBACK) - J L - J L - y 9
- 427.82' 83.42' b ° FFf- / I I ` i ,% 20' YEA I CK�
40.17 0 7 o /7372 SF / 7643 SF L �. 10 8
503.0831 "W 168.69 434 .6, 92.77 5245 54.90' 56.82' 74.87' 4.78'29.6 L }E.2g 81 39. �� L ��� >o o _ - 3 r 12 11 17397 s.F
S03'04'13"W 421.82 S03'1027'W S03'21 48 W _ _ _ _
PARCEL lD' 055 267-32
140.17 183.42 �,5�6 / - ' S03' 15 69 W 194,89 S03' 18'35 "W 496 49 / 4 4 j. COS : 4 13 l 1 9 1 850 s. ROP DEAD EN
¢02• „W 525. - t - 8252 s.F. o o X0'7 _ L
a 8FNOV -- - I J ` C 4 so 00, J L I
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O BUFFERL - 2
-zoz Sr-
• 3o O EX
42
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CLO TOP SIGN 1 I
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PAW CREEK 6679 S.F.
• s\ \ v\ L- J L- J L v(TYP-) I L -�29� o
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,
•
50.70' so.7o' rnornl►--qu_-o_s
--JJI ► oo IohOao I 4410
oJvWO
WLFFFL
11907-107 58
15�I6000 S F o
20-S.D.E. FCFFL 60 -299a J, ' �'FS o__.4
i.
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96 1�95)
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3 100 �
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PARCEL ID:
055 -273 -OE
SADLER, ET <
DB 15023-8
EX. USE:
EX. ZONING: R-3
NOTES:
O
PARCEL ID. 055-273-07 PARCEL ID: 055-261-01 KO VA & LINDA YANG
JAY COX & LAURA KNIGHTDALE J. HORNS DB 25425-880
DB 22473-960 DB 9455-727 EX. USE.-S.F. RESIDENTIAL
EX USE: S.F. RESIDENTIAL EX. USE. S.F. RESIDE TIAL EX. ZONING: R-3
EX. ZONING: R-3 EX. ZONING: R- PARCEL ID: 055-261-36
MRS. N.B. ROBINSON
I I DB 1005- 72
EX. USE: S.F. RESIDENTIAL
EX. ZONING: R-3
1. TAX PARCEL ID: 055-221-23, PORTION OF 055-221-24
DB./PG.: 29488/232, 29773-313
2. SITE ADDRESS. PAW VILLAGE ROAD EXTENSION
CHARLOTTE, NC 28214
(TAX PARCEL ID ADDRESS :7942 PAWTUCKETT ROAD)
J. PROPOSED USE. SINGLE FAMILY/QUADRAPLEX LOTS
QUADRAPLEX LOTS WILL BE SUBDIVIDED INTO 4 LOT-
TOWNHOME LOTS AT TIME OF CONSTRUCTION
EXISTING USE: VACANT
4. TOTAL SITE AREA OF PHASE //. 192.967 ACRES
5. TOTAL NUMBER OF PROPOSED SINGLE FAMILY LOTS = 133
PROPOSED QUADRAPLEX LOTS = 37x4=148
DENSITY CALCULATIONS. TOTAL LOTS = 170 LOTS/281 UNITS
R-3: 34.50 ACRES X 3.0 UNITS/AC. = 103.5 LOTS
R-4: 22.5 X 4.0 UNITS/AC = 90 LOTS
TREE SAVE BONUS. 18.53 AC X 3 UNITS/AC= 55.6
R-12MF.• 35.96 AC. X 12 UNITS/AC. = 431 UNITS
TOTAL UNITS ALLOWED: 680 UNITS
TOTAL UNITS PROVIDED: 281
6. TOTAL SITE AREA OF COMMON OPEN SPACE = ±45.66 ACRES (49.19)
7. TREE SAVE/NATURAL AREA CALCULATIONS.
R-12MF TREE SAVE REQUIREMENT.•
TOTAL AREA: 35.96 ACRES
EXIST. SEWER R/W.' 0.489 AC.
EXIST. POND: 0.354 AC.
NET AREA: 35.117 AC.
TREE SAVE REQUIRED: 109 x 35.117 AC. = 351 AC.
(QUAD LOTS WITH BE SUBDIVIDED INTO 4 SINGLE FAMILY
SUBLOTS AT TIME OF CONSTRUCTION)
(EACH SUBLOT SHALL CONTAIN A MINIMUM OF 400 SF
OF PRI VA TE OPEN SPACE)
ARCEL ID: 055-261-2
MARGARET ROBINSON
DB 1005-72
EX. USESF RESIDENTIAL
IEX. ZONING: R-3
PARCEL ID: 055-261-24
GWENDOLYN WRIGHT
DB 30149-622
EX. USE: S.F. RESIDENTIAL
EX. ZONING' R-3
R-3 AND R-4 TREE SAVE REQUIREMENTS. • 14. STREAM WATERSHED: PAW
TOTAL AREA: 57.00 ACRES POST CONSTRUCTION DISTRICT WESTERN CATAWBA
EXIST. SEWER R W.' 3.39 AC.
/ REGULATED DRINKING WATERSHED: LOWER LAKE WYLIE PROTECTED AREA
EXIST. POND: 0.51 AC. BUILT UPON AREA: 170 LOTS/281 UNITS X 2500 SF/UNIT = 16.127 AC.
NET AREA: 5310 AC. (133 SINGLE FAMILY LOTS X 2500 SF/LOT = 332,500 SF)
TREE SAVE REQUIRED: 259 X 5310 AC. = 1328 AC. (37 QUAD LOTS X 4 UNITS/LOT X 2,500 SF/UNIT = 370,000 SF)
(R-3 AND R-4 PROPERTY DEVELOPED AS NEXT HIGHER ZONING CLUSTER (TOTAL = 702,500 SF = 16.127 AC.)
REQUIRING 259 TREE SAVE) STREETS/SIDEWALK: 8.283 AC.
TOTAL TREE SAVE REQUIRED: 3.51 AC. + 13.28 = 16.79 AC. TOTAL BUA = 24.41 AC./92.96 AC. = 26.39 BUA
TREE SAVE PROVIDED: 17.32 AC. 15. A PORTION OF THIS PROPERTY LIES WITHIN A FEMA FLOOD HAZARD
NATURAL AREA REQUIRED: 17.59 x 92.96 AC. = 16.27 AC. AREA PER FEMA FLOOD MAP 3710451500K, DATED SEPTEMBER 2, 2015.
17.59 REQUIRED FOR 25-509 BUA 16. SURVEY TOPO INFORMATION PROVIDED BY. JASON LEE WYLIE
NATURAL AREA PROVIDED: 17.32 AC. (TREE SAVE AREA) 501 FORNEY AVENUE
LINCOLNTON, N.C. 28092
8. CURRENT RESIDENTIAL ZONING: R-3, R-4, R-12MF, LOWER LAKE WYLIE PA
(R-3 TO BE DEV. AS R-4 CLUSTER,' R-4 TO BE DEV. AS R-5 CLUSTER.)
(WITH 259 TREE SAVE)
9. ACREAGE FOR AREAS IN R-3 ZONING = 34.50 ACRES, R-4 = 22.50 AC
AND R-12MF = 35.96 AC
10. MINIMUM LOT SIZE: 6,000 S.F. (R-4 CLUSTER), 4,500 S.F. (R-5 CLUSTER),
11,500 S.F. (QUAD LOT), 3,500 S.F. DETACHED (R-12MF)
11. MINIMUM LOT WIDTH: 50' (R-4 CLUSTER), 40' (R-5 CLUSTER), 55' (R-12MF QUAD)
40' DETACHED (R-12MF)
12. PUBLIC STREETS SHALL USE CLDS U-02
13. RESIDENTIAL SETBACKS AND YARDS: (MEASURED FROM PUBLIC R/W)
FRONT.• 20' MIN. SETBACK AT ALL STREETS
REAR: 30' MIN. FOR INT/ 45' FOR PERIMETER LOTS (R-4 CLUSTER)
20' MIN. FOR INT/40' FOR PERIMETER LOTS (R-5 CLUSTER)
20' MIN. (R-12MF)
SIDE: 5' SIDESTREET: 10'
1).
LINE TABLE (CONT.)
•
L10
S1351 23"W
28.19
L11
S69 49 28"W
33.13
L 12
N52 40 26 "W
21.33
L 13
N76 00'47"W
27.65
L 14
S56 58 23"W
18.51
L 15
S80 29 25"W
35.45
L 16
S53 4324 "W
40.57
L17
S34 42 23"W
22.54
L 18
SO4 O 1 '37"W
20.78
L 19
S09 2938"W
16.77
THE PROPERTY LINE FOLLOWS THE CENTER OF THE BRANCH (L1 - L19)
TOTAL AREA OF FLOOOWAY BEYOND FEMA FRINGE. • 450,393 S.F.
AREA (509•) REQUIRED ABOVE. 225,196.5 S.F.
AREA PROVIDED: 234, 432 S.F. = 5.38 AC.
(REMAINING PORTION OF) INTERSTATE HIGHWAY 485
055-221-24 NCDOT PROJECT 8.0672209
JDSI LLC MECKLENBURG COUNTY �+ 1+•�l
DB 29773-37.3 605 O
EX. USE. MULTI -FAMILY
EX. ZONING: R-12 M.F. /
MECKLENBURG COUNTY / 383.98
e
N
a
3 m
I �
FLOODWAYLEGEND INTERSTATE HIGHWAY 485 J 1 1696y
xoKra FUTURE CONDITIONS FLOOD FRINGE LINE (FCFFL) NCDOT PROJECT 8.0672209` MEC ENBURG COUNTY ZV13'43' 2 8
FEMA FLOOD FRINGE LINE (FFFL) \ "
COMMUNITY ENCROACHMENT LINE (CEL)
INTERSTATE HIGHWAY 485
32 052E 403. 19C MECKLENBURGDOT JECT SCOUNTY09
4 .19'
- � I
FEMA FLOODWAY ENCROACHMENT LINE (FFFL)
11907-107 TDE DB 10109-904
25 45 30"
INTERSTATE HIGHWAY 485 tJ� d Z
i F 9
NCDOT PROJECT 8.U672209 cW wam `�� �'�55 - 705.06' - 2o�REaR Sso.Oo,
MECKLENBURG COUNTY C3 m =-�--rs
o
� `Ooo0.00' yy_ so.G
11 IRA
I
in� iS ' --- 1_ • _ .� , 6� / \7850 S.F 48 r o s
O, i
PARK & REC GREEN WAY EASEMENT WILL 2 °S 3o E \ / sr \ \� J� 469 s.� 9 47 Il 1� O /r 7 I- 1 r �o
Q 2 d 30' S OB 2 8252 S F.
1 1 664
BE DED/CA TED TO MECKLENBURG COUNTY V s o9�� ��/??? /
SWIM. STREAM BUFFER ZONES R, , 4sg ^ � �
UPON COMPLETION OF CERTIFICATE OF TYPICAL CROSS SECTION , 4 � � � ,� � � �� � � � �l I � � 43
1 60 \ CCS �V OCCUPANCY OF LAST HOME. Pqw c _ a O /�a I �� 3 <#�s �0, FR L L I
7 - i P" - -1 I 680 S. .
vrs. U. 686 S.-
; q •51 .. ` N � � I O 0) (7YP) J L ' 7058 s.
„W 13 BOUNDARY - - ��\ R-3 oRFF >> ' sz a So. ooQ s - -�
�3 _ 8207 S F. yj SETggC - y S� `� / -A ■ / o4�I -I0. I V ° r
m - 8. - 39 S c d' K 1 A O 1 o� o I o
z X000 �. � 92 � �' b .I I ISO , h
� / 1 � � � 91 � � 87 � � • Y I I I -. oo too 6000 S.F. � o
I 0 391 S. F L_ 000 pp I 0 �'' O I R -J m 1 T �L
g0 \ 9v b o F 1 m J . I NL 6000 S. F.to
1,77 48,84', 15' S.D E - F ePG�� 98 , - J o0o s.. 90 ,� '' I e ego- JN�I Zf- Gt',
APPROXIMATE _ <� / 48.84' 000 S 89 Q 6 79 7 SF ro 1 !
LOCATION OF lgET13ACK 7 28 0250. - - 1 .37.0 l
1 �� RFj1R 50 O�' 87 S.F �Ai 5 - J ��� \\ o I 61 o I� o
T3 99 1 so / o I W
EX. POND z 0 15237 S.F. � _� �\ A2 ��Qo' 000+5 X70' y . ho
/� \.i� 0 0 6000 S. F.
/1 �j0 / \ GyC/ 6 50 00 • 20 FRO L _ 8 q62 / " f / I L o h
\ QUAD. rr ` O' Z 50. N -_j
F , l
I O � � . � 7 F/ r � � , I �' L
_ J �. �' S5 ' loo\ os S F � 66 - -� ` oo' st�aacK �( � •� _ I /-
4s 79 s. F. �� .- CUL-DE-SAC O 5 sg.'�` Soa- l I '� 0 37
/��, _
o (QUAD. j�CLDSM fl � s. � � a � moo'_ 6�2o s F / � - o
) SETBACJ i- � 93 a S � 7 ,. ..� o l_ -7 - �./ 0 62 o I O c
��J r
20. � T l 125. 60 107 7, 66 8 9 21 43 46. 5 O 3- A� (J '� fC% % �� o I o
74.86' o . _ R 3 / A� 2� �z . A�' .� ' ` RI6t� I o l ss 7 Q FF SEE C14.0 FOR B UFFER I
114 _ _ APP 5 \�° 257 s. \� / o' �� . - --I I- - �3��£ �0 / F� /
0 0 L 6330 S F. / N ♦ -�
/ �g :... • . R-12 01vc LI \�: I I �.� �- - _-�- ZONES & FLOODWAY - - -�
6 _ ROXI� o loz' o g EL _ 0 36
35 X35' _ r - `/ o- %� 0 63 , ° I c
\\. / / / F o o h 6000 S.F. o
�g.
76790 SF / � 3 , fi T .i�. - MF � ; � °� '\ 0 5 � � / 168
y�`v� yy 169 / 152 SD.T. o
(QUAD.)' / ° 84 . CROSS SE TIONS I
/ 1..3d/�, 103 � �� 85 � n�70 \ 167 � I �� � 1� o I- � i (TYP.) o � % / � _ / � I o L �
s R < ) , ` / 5g' 34 S. 301 S. Pv 6653 S F ' O 153 _ O / / 7 � T � 1 i ✓ �, x L 6000 S F -X 29 80=1
X35' I J \ V g- 0' - J I L 6000 S. F. o / / 11� 1 ' / B Bio - J o r 35 -I
\ 5 ` 239 I _ h - ° , / ZON / i 50.00' (- - - - I
/ - I S.D.T. (TYP.) I \ \ / / 27 S.F. \� 1 q1� 50 \\ 166 \ I 2 1 y 6848 SF. / I l� - J h , ^� ' I 6000 S.F o Z
\ 5 I I ,3 83 / 50.00' SET 50.00' - -I II ° s�
RFAR -1 r 64 I lti L I �
r✓
50.24 X20' 50.00' �K
{ / 6000 S.F.
165 V 16 S.F. S.D.E 5 6098 S.F. 154 - L 6000 S. O / ,� I 66� LT
15' h ' : 0 16513 S. F. O° > /8PG _ - _I h - / / 1 ' v O - -
S.D.E.
T -A S.F.
r I QUAD. I ro 104 / 5� \ 61 S. F. \\ 9 ' X2 4 ` 6200 S F o l ` - _l ■ /� / / r I i 69 I N 68 I 67 I r 34 o
QUAD. J / O , / p1� / 2 1 �� / �7 0 0� I . \ O 1 00 S. 65 ,` N W
Q / ` I ^ RO \ _ 70 1 00 S.F - 1 6044 SJ o N O d I
0 / J o 1 6�� 1 00 S.F
/ 75714 SF / F r % //, 3S "� <
115 d i / O' P O O ■ /d 464 S.F J 6 W
i / \ 5 I `� . 71 00 S. F 6297 S. F X6.47' I �
(QUAD.) a /2 164 / / I r I lss 6' L 6000 S.F o ( I -�
ss' �O \, � / I� � I O � �, _ � 1 __ - _ I _ � L - �- 7 '�• �CJ
I h i / 1 ° -_ h 1 _� '✓ � 7 6 S. F FPE EL EV J L K 0 100.2 . <
17933 S.F. I I i �t L - - - J / G� 5g / I Iso VI 6779 SF. / 0 2 �l I 72 1 L �- S �C 50.00 L Z
,f 8647 SF �gP L - o� V 1 ' / FPE ELEU 1608.0 p FRONT 50.00 Z
120 I I rtiS 98` �2 l 2 5 / / 170 I I� �I -2 J 8i I 1� _ o0 50 o o
17 QUAD. j' 8644 S.F. 8B 26 I '•
/ Y - yy I o N FEEL 17 8 m-
O U C Y - i1 h <n Yr ��.1608.0 44'41.57 50� ,
I IY I I� �I J L 1:�i 6z / z (QUAD.) I° U 156 Q 6494 S F 1 7 >+
N 17882 S.F. U . m / 0 07 24848 S.F. I O o _ N I ' S0 ,TIG OfAO J O
e Ill ro �m 2 ti/ / I ° II L - - - -1 I 1 /� 73 \ 1608.0L�E g _ 50.00' 2 .0�7I.87' 7 64.87' v n
L I I, I <QUAD.) I I �I I� �I / - - - = / ) I �► �� -, 7 I 7 �0. _ w
(QUAD. 6000 S.F. I 1 00'
110 to o ( / �. 0 - 2997 80 I I� 7523 50 00 50.00' cn_I j
U1 I -
c QUAD. 2 F O' R' 12MF N ° _ o O e� ■ U/ F� EL 50.00' S0. CK 32 33
o I I I zl ^ I I 0 I' r- 1 sETBA - �, 1 O x
- �j p� 0 75387 S.F. ^0 /� 105 / h / L _ _ - - - I L _ - `� 157 h AI N I ; / / \ 1608.0 -- ._ , .�00' y0.00' 20 FRON f a 30 31 4 1 W
I� QUAD. �I 293' _ _ _ _J - I 6063 SF 1 / 74 \ �� -� O a I
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(QUAD. 0 O O PARCEL ID. 055-221-09
n� ty 3677 S.F.�' / �ti\ 7458 s.F 689 s " 143 6 8 OP. 31 \ �I ml ��� a BLAINE ERIC DUNGAN
a Oo I I I S.D.T. I I I II / ► O \ \ / �_ I �. I \ or
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I \ 619s SF. DB 19724-800
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PROP. DAD END 1^ 1 L - - - - II 22 9 \ I s ct I I L - - - ` T I EX. USE: S.F. RESIDENTIAL DB 3825-207
4 - - - - 7` m I 5 / \ I I (QUAD. 6 I I - \ m �o sa5o sF o rn EX. USE. S F. RESIDENTIAL
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- - \ /� -� oWl vo �h ? �_ L I dK I �J o DB 2638-270 DB 5 09-737
0130.37' 764.97' 728.52' 727.02' 10394• / \\ \ `� � : LOR PAO & KA BLIA LEE •
a J"x30" 24. 7' 27750 S.F. N I�
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EX. USE: MUL TI -FAMILY I q (TYP. 125 I 126 I 127 I 128 I 129 \ R-12MF I - r - - ^�r I ` - - - - - -
EX. ZONING: R-72 M.F. Ri EX. ZONING: R-3 0 �°/ .35 I�� 4 � :• _ - `� EX. ZONING. -R-4
EX. ZONI G: R 4
Y O I 136 ■ I
0 5923 S.F. o
ri 75055 S.F. � MECKLENBURG COUNTY � � �'
r �13787 S F 13647 S.F. 3776 S.F. 8720 S.F. VA I 4, c COS : 6 I I I,
MECKLENBURG COUNTY QUAD. 1 I � I � I I o i ° V � � "� "�' 137 138 � NL_ _ - o� _ 0 �` I
VA QUAD. QUAD.) (QUAD.) N (QUAD.) V o �O�• 14466 S.F. I }} -- JN �' li �� 5850 SF o 10' SIDE YARD "W 511.90 75.70'
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PARCEL lD' 055 267-32
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PARCEL ID:
055 -273 -OE
SADLER, ET <
DB 15023-8
EX. USE:
EX. ZONING: R-3
NOTES:
O
PARCEL ID. 055-273-07 PARCEL ID: 055-261-01 KO VA & LINDA YANG
JAY COX & LAURA KNIGHTDALE J. HORNS DB 25425-880
DB 22473-960 DB 9455-727 EX. USE.-S.F. RESIDENTIAL
EX USE: S.F. RESIDENTIAL EX. USE. S.F. RESIDE TIAL EX. ZONING: R-3
EX. ZONING: R-3 EX. ZONING: R- PARCEL ID: 055-261-36
MRS. N.B. ROBINSON
I I DB 1005- 72
EX. USE: S.F. RESIDENTIAL
EX. ZONING: R-3
1. TAX PARCEL ID: 055-221-23, PORTION OF 055-221-24
DB./PG.: 29488/232, 29773-313
2. SITE ADDRESS. PAW VILLAGE ROAD EXTENSION
CHARLOTTE, NC 28214
(TAX PARCEL ID ADDRESS :7942 PAWTUCKETT ROAD)
J. PROPOSED USE. SINGLE FAMILY/QUADRAPLEX LOTS
QUADRAPLEX LOTS WILL BE SUBDIVIDED INTO 4 LOT-
TOWNHOME LOTS AT TIME OF CONSTRUCTION
EXISTING USE: VACANT
4. TOTAL SITE AREA OF PHASE //. 192.967 ACRES
5. TOTAL NUMBER OF PROPOSED SINGLE FAMILY LOTS = 133
PROPOSED QUADRAPLEX LOTS = 37x4=148
DENSITY CALCULATIONS. TOTAL LOTS = 170 LOTS/281 UNITS
R-3: 34.50 ACRES X 3.0 UNITS/AC. = 103.5 LOTS
R-4: 22.5 X 4.0 UNITS/AC = 90 LOTS
TREE SAVE BONUS. 18.53 AC X 3 UNITS/AC= 55.6
R-12MF.• 35.96 AC. X 12 UNITS/AC. = 431 UNITS
TOTAL UNITS ALLOWED: 680 UNITS
TOTAL UNITS PROVIDED: 281
6. TOTAL SITE AREA OF COMMON OPEN SPACE = ±45.66 ACRES (49.19)
7. TREE SAVE/NATURAL AREA CALCULATIONS.
R-12MF TREE SAVE REQUIREMENT.•
TOTAL AREA: 35.96 ACRES
EXIST. SEWER R/W.' 0.489 AC.
EXIST. POND: 0.354 AC.
NET AREA: 35.117 AC.
TREE SAVE REQUIRED: 109 x 35.117 AC. = 351 AC.
(QUAD LOTS WITH BE SUBDIVIDED INTO 4 SINGLE FAMILY
SUBLOTS AT TIME OF CONSTRUCTION)
(EACH SUBLOT SHALL CONTAIN A MINIMUM OF 400 SF
OF PRI VA TE OPEN SPACE)
ARCEL ID: 055-261-2
MARGARET ROBINSON
DB 1005-72
EX. USESF RESIDENTIAL
IEX. ZONING: R-3
PARCEL ID: 055-261-24
GWENDOLYN WRIGHT
DB 30149-622
EX. USE: S.F. RESIDENTIAL
EX. ZONING' R-3
R-3 AND R-4 TREE SAVE REQUIREMENTS. • 14. STREAM WATERSHED: PAW
TOTAL AREA: 57.00 ACRES POST CONSTRUCTION DISTRICT WESTERN CATAWBA
EXIST. SEWER R W.' 3.39 AC.
/ REGULATED DRINKING WATERSHED: LOWER LAKE WYLIE PROTECTED AREA
EXIST. POND: 0.51 AC. BUILT UPON AREA: 170 LOTS/281 UNITS X 2500 SF/UNIT = 16.127 AC.
NET AREA: 5310 AC. (133 SINGLE FAMILY LOTS X 2500 SF/LOT = 332,500 SF)
TREE SAVE REQUIRED: 259 X 5310 AC. = 1328 AC. (37 QUAD LOTS X 4 UNITS/LOT X 2,500 SF/UNIT = 370,000 SF)
(R-3 AND R-4 PROPERTY DEVELOPED AS NEXT HIGHER ZONING CLUSTER (TOTAL = 702,500 SF = 16.127 AC.)
REQUIRING 259 TREE SAVE) STREETS/SIDEWALK: 8.283 AC.
TOTAL TREE SAVE REQUIRED: 3.51 AC. + 13.28 = 16.79 AC. TOTAL BUA = 24.41 AC./92.96 AC. = 26.39 BUA
TREE SAVE PROVIDED: 17.32 AC. 15. A PORTION OF THIS PROPERTY LIES WITHIN A FEMA FLOOD HAZARD
NATURAL AREA REQUIRED: 17.59 x 92.96 AC. = 16.27 AC. AREA PER FEMA FLOOD MAP 3710451500K, DATED SEPTEMBER 2, 2015.
17.59 REQUIRED FOR 25-509 BUA 16. SURVEY TOPO INFORMATION PROVIDED BY. JASON LEE WYLIE
NATURAL AREA PROVIDED: 17.32 AC. (TREE SAVE AREA) 501 FORNEY AVENUE
LINCOLNTON, N.C. 28092
8. CURRENT RESIDENTIAL ZONING: R-3, R-4, R-12MF, LOWER LAKE WYLIE PA
(R-3 TO BE DEV. AS R-4 CLUSTER,' R-4 TO BE DEV. AS R-5 CLUSTER.)
(WITH 259 TREE SAVE)
9. ACREAGE FOR AREAS IN R-3 ZONING = 34.50 ACRES, R-4 = 22.50 AC
AND R-12MF = 35.96 AC
10. MINIMUM LOT SIZE: 6,000 S.F. (R-4 CLUSTER), 4,500 S.F. (R-5 CLUSTER),
11,500 S.F. (QUAD LOT), 3,500 S.F. DETACHED (R-12MF)
11. MINIMUM LOT WIDTH: 50' (R-4 CLUSTER), 40' (R-5 CLUSTER), 55' (R-12MF QUAD)
40' DETACHED (R-12MF)
12. PUBLIC STREETS SHALL USE CLDS U-02
13. RESIDENTIAL SETBACKS AND YARDS: (MEASURED FROM PUBLIC R/W)
FRONT.• 20' MIN. SETBACK AT ALL STREETS
REAR: 30' MIN. FOR INT/ 45' FOR PERIMETER LOTS (R-4 CLUSTER)
20' MIN. FOR INT/40' FOR PERIMETER LOTS (R-5 CLUSTER)
20' MIN. (R-12MF)
SIDE: 5' SIDESTREET: 10'
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
•
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
'NOISE WARNING - THIS PROPERTY, EITHER
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
• 2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
O\ TREE SA VE/NA TURAL AREA
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
Know below■ 4).
SHORING WILL BE ACCORDING TO OSHA TRENCHING
what's
STANDARDS PART 1926 SUBPART P. OR AS AMMENDED.
0111 before you dig.
PROPERTY MANAGEMENT AND NEIGHBORHOOD
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
�j
/ O
850 S. J
l �,. . :.:.s. 850 s. - � � _ J �- - STREET
O PROP. 2'VALLEYGUTTER ( T.) �j 1 / „ 0.28Ac. 850 s L _ A
------ '<
PROP. S' CONC. SIDEWALK (TYP.) �' ,
SEE C6.10 FOR ��� �' Soo f7 `�Y
STARNES ROAD TIE /N. PRS PLANTING STRIP (TYP.) ' �( T' �i ° > p�
\
/ j
cc/n s 3j
Ut
PARCEL ID: 055-254-15 I I ' 1 /" 6 �� / 7331 s F
ROBERT L. SMITH REGIONAL PARK I- li ` / 850 s.
MECKLENBURG COUNTY
DB 9733-268 II / / 1
EX USE: S.F. RESIDENTIAL
EX ZONING: R-3 O S.r
LEGEND
AIRPORT NOISE OVERLAYDISTRICT.•
AIRPORT NOISE DISCLOSURE OVERLAY DISTRICT NOTICE:
OWNER :
LGI HOMES NC, LLC
3037 SHERMAN DRIVE
LANCASTER SC 29720
PHONE: [phone] -
'NOISE WARNING - THIS PROPERTY, EITHER
CONCRETE
SHEET
. O
PARTIALLY OR WHOLLY, IS ZONED AIRPORT NOISE
DISCLOSURE OVERLAY DISTRICT AND LIES WITHIN OR
NEAR THE NOISE EXPOSURE MAP AREAS OF
CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT AND
O\ TREE SA VE/NA TURAL AREA
MAY BE SUBJECT TO NOISE THAT MAY BE
"
OBJECTIONABLE.
THE LAND USE AND ENVIRONMENTAL SERVICES
1 REVISED PER CITY OF CHARLOTTE COMMENTS 4/19/16
PROJECT NO:
2015.32
AGENCY, AS DIRECTED BY ENGINEERING AND
COMMON OPEN SPACE
PROPERTY MANAGEMENT AND NEIGHBORHOOD
DEVELOPMENT, SHALL INCLUDE THE AIRPORT NOISE
DISCLOSURE OVERLAY DISTRICT NOTICE WITH EVERY
BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY
AREA OF ADD/ TONAL
E:1
ISSUED FOR RESIDENTIAL CONSTRUCTION AND USE
SWIM BUFFER
LOCATED IN THE AIRPORT NOISE DISCLOSURE OVERLAY
DISTRICT (SECTION 10.314 CHAR. ZONING ORDINANCE).
400
O`
Q 6, 000 SF
MIN/MUM
LQ
�I
J
20' FRONT SETBACK
50' MIN.
TYPICAL LOT
�I
Q 4,500 SF
MINIMUM
W
41a
L-
20' FRONT SETBACK
40' MIN.
TYPICAL LOT
(R-4 CLUSTER) (R-5 CL US TER)
N. T. S. N. T.S.
6472 S. J L J FONTS BACK s000' 50 BARRICADE
BARRICADE
L 50.00 50.00 50.00 (TYP.)CLDSM
5.6029.59 50 00' - #50.07A
'
F 64.35
, 0 u Od 2FR T-5
ETBAC
55(� 50
00,
0 I PE ELEV -1 I
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1613.4 I + 1 O I
1 850 S. F.
v1 o c„
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� CTI
20' REAR SETBACK V Q, n . 50.00' `, -
0
3
1� 9 5
� 0q2 2362E 329.51 * • r •
I PROP. BRIDGE
J O 30=SSE, DB 3767=407 -
n 11, 500 SF I DESIGN BY KCI
v MINIMUM N I ASSOC. OFNC
J,500 S.F.
cn (DETACHED)
3• NQcvO
h I • -� . '-- FFEL
/ // `C� • .1 O Q N �N
20' FRONT SETBACK w ' 1 W c-) W
UW ��
%� I 100' PCO BUFFER ' m J W
Omown 1}.� mom \ O
55' MIN. (QUAD.)
40' (DETACHED)
TYPICAL LOT
(R-12 MF)
N. TS.
TIE-IN TO EXISTING rnN3
PAW VILLAGE ROAD o EX. 4' CONC. SIDEWALK z -
W/ 4' PLANTING STRIP
1 \ & 2'-0" VALLEY GUTTER \
PAW CREEK VILLAGE
PHASE I
L
LA THAM- WAL 7l °EARS ENGINEERING, EKINGn INC
N.C. CORP. LIC. C-1 81 5
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, NORTH CAROLINA 28078
[phone] FAX [phone]
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OWNER :
LGI HOMES NC, LLC
3037 SHERMAN DRIVE
LANCASTER SC 29720
PHONE: [phone] -
PAW CREEK VILLAGE PHASE II
PAW VILLAGE ROAD EXT., CHARLOTTE, NC 28214
DATE:
12/01/15
SHEET
. O
SCALE:
1" = 100'
SITE PLAN
DRAWN BY:
PAB
CHECKED BY:
MSL
1 REVISED PER CITY OF CHARLOTTE COMMENTS 4/19/16
PROJECT NO:
2015.32
REV. NO. REVISIONS DATE

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1
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INLET PROTECTION
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(TYP.) bZ
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I / // /i // \ / , l L�
TEMP. 15" HDPE //
I LENGTH: 180 FT / , / /
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1
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PHASE II-
SITE
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VICINITYMAP
N.T.S.
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LA �17/`v1HlAM �WAL "ERS
ENGINEERING, INC
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
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OMES
/ I \ ` / / 1 ( - \ / / / I 1 ` \ \ i \ I I / / / l ' APPROVED, STRAW MATTING AT
,r I \ \ \ \ - \ \ I �/ / / / I , l I I , l r
TEMP. SILTDITCH (TYP.)
CLDSM 30.05
\ ` 2 HIGH COFFER
DAM (TYP.)
\ \ \ \ TEMP. ROCK CHECK DAM (TYP.)
\ \ \ \ \ l CLDSM 30\10 /
�/ ALL DIVERSION DITCHES (TYP.)
LGI HOMES -NC, LLC
-
\ LIMITS OF DISTURBANCE 3037 SHERMAN DRIVE
TREE SA �E - LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
/\\ \-", / 1 I
VAV� I �/� /� vI \ / / I / / / / I / / / / / 1
,X \\ \\ \�� \ \ \ I / //\ III /\\ \ ✓ /\\ \\ I 1 I 1 1 I \ / / I I / I \ \ \ \ I I I I I - I - N
STONE OUTLET I co
\ \ \ \ \ \ \\ \\
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62- II1 I I I II \ 1 I \\ \ \ \ \ \ \ \ \ \ I I I I (TYP.)
TPI .) /I - - -
SIM RSEDIMENTBA N#4 �L N -U.I
cv
CLDSM 30.02A C/)�E15
DISTURBED AREA: 3.21 Ac \
Z
NO MORE THAN 20 ACRES SHALL
V A V A DRAINAGE AREA: 3.21 AC / / // A -- V I I \ I \BE DISTURBED ONCE
COIR MESH (TYP.) LAND V A I I I -; Z
I \
BOTTOM EL.: 615.00 . \ \ I I / I I Q J
TOP EL.: 620.00 \/j j _ / / / ` / \ \ \ I I �, I \ \ \ \ DISTURBANCE SHALL NOT EXCEED
SPILL WA \� / / / / / / \ / \ \ I \ \ I W
\ \ / / // - - / l \ I \� PAST EXISTING PAW CREEK \ \ \ I / / _ I F-
I \ IDEPTK Z FT \ � / / / _ N � / / 1 � / � � \ � \ \ I I III 1 � \ \ \ \ \ I I / ( _ _ � � /�� ^^
SKIMMER INV IN. 616.00 \ \ / / / J ( I 1 I \ \ I \ FIRS' PHASE. 1 \ ` I I I ( / / / / - o \ \ / 1..� � J
SKIMMER INV OUT 615.00
UJ _j 0
SLOE- R/AN\
�
18" HDPE
\
1:19.00, 6 I
\ a I \ I I /� / Q (-) �' LLI
\�,I III I I \ \ \ \ \\ I
/ 11 \ / I I I I L I I/Z co
\ ss / / �//-_� I I I \ 6 \ \ \� -_-- / / / I I I I I �I
�/ /III I I I� I I III l J 0 Q
/ / / //11111 I I _ _ o SII// X
E \ \ \ I \ ✓ / / \` \ \ \ \ \ ROCK DOUGHNUT I > W
_ \ � INLET PROTECTION
J i _ _ _ (TYP.)
�\
\SLOPE DRAIN � - � IN 618.70 \ \ \ � � \ / l I l / / � W W
CLDSM 30.04 I \ \ \ \ \ l I `�
18"110PE
s '� ` INV. 601.00 ` SKIMMER SEDIMENT BASIN#IZ � \ \ \ \ \� � ` - / / / / -
\ INSTALL A 10'X10' DEWATER/NG // / / y \ \ CLDSM30.02A \ C ,
SILTBAGAT THE END OF\ / ��---�\\ ` \ , ` �� _� / / ///j T I \ �� v J
/ / / \ \ \ \ DISTURBED AREA: 3.00 AC
EACH SKIMMER PVC
I DRAINAGEAREA:3.00ACTREE PROTECT/ON (TYP.) \
BOTTOM EL.: 599.00 \ SKIMMER SEDIMENT BASIN #2 - - - / S I \ >
'TOP EL.: 604.00 �N CLDSM 30.02A - - �� SKIMM R SEDIMENT BASIN # 1 - w
SPILLWAYEL.: 602.00 �: DISTURBEDAREA: 1.47AC / i / CLDSM 30.02A \ 1 1 \
DISTURBED AREA:3.76AC 1 I \ \ Q
�\ \ \ \ DEPTH: 2 FT = BOTTOM EL.. 611.00
EA: �34 AC \ - - - DRAINAGE AREA: -
' SKIMMER INVIN, 600.00 / / / BOTTOM EL.: 613.0021 AC \ \ I - / I \ 1 Q
.SKIMMER INV OUT 599.00 m TOP EL.: 616.00 / I / l
\ I I/ /, \ \ y\� / / / / / / - \ _ _ �\ \ • \ \ `
SPILL WAYEL.: 614.00 TOP EL.: 618.00
DEPTH. 2FT - \ SPILL WAYEL.: 616.00
\ DEPTH: 2 FT
SKIMMER INV IN: 612.00 I
\ l
LOPE DRAIN \ \ \� SKIMMER NVIN. 614.00 /
I
� SKIMMER INV OUT 611.00
_
1 SKIMMER INV OUT. 613.00
30.04 \ \
--
- REVISIONS
STONE OUTLET
(TYP.) \ 1 I `� m I 1 cREV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
C) LJ4
/ II JAI \ II S 6-111111
71,_ � I �; ; � / i I � / II ,� SS \ \'�� , • .FAD � _ - - � / - _
TjcOF�ND� -' -_ s _,
/ / / / I I II / / / ' I ■ - \ - - �f�Fo �fST - - - s��s�1-1 - f I II1711
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411, zx
10� PROJECT NO.. 2015.32
F i
%ell
X• ��� K-■\ �� \
/ � � �\ � \ SCALE: 1"=60'
DRAWN BY: CLR
INSTALL A 10 X10' DEWATERING _ , - _ -/ ■
SILT BAG AT THE END OF _ _ _ - - _ - _ _ _ _ _ - / / �_ \ 1 - I ■ I I - CHECKED BY: MSL
EACH SKIMMER PVC (TYP.).
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTA \ C C
APPROPRIATE PARTIES AND ASSURING THAT EXISTING SEE SHEET C2 1
1
GRAPHIC SCALE SHEET NO:
60 0 30 60 120 240
( IN FEET) C200
1 inch = 60 ft.
•
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
• 2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
®
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
SEE SHEETS C2. I, C.`2.2 FOR REQUIRED NOTES
CAROLINA DEPARTMENT OF TRANSPORTATION.
Q 4).
n
SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's OW.
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
0111 before you dig.

LLJ
N
LO
SEE SHEET C2.0
11 /
`
X 07 rE G EEK, \ \
INSTALL A 10 X10' DEWATERING
SILT BAG AT THE END OF
EACH SKIMMER PVC (TYP.). \ \ \
o
/Lj STONE OUTLET
07, \ \ - / / - _ - (TYP.) w \ I I 1
SLOPE DRAIN
CLDSM 30.04 HIGH HAZARD TEMP. - - - - - - _ _ _ - - STONE OUTLET ` \
18" HDPE .� SIL T FENCE (TYP.) y - - (TYP.)
INV.- 607.25 / - ! _ -
1 I I I I I I / CLDSM 30.068
I / III 1
SKIMMER SEDIMENT BASIN #6-
I DISTURBED AREA: 8.20 AC
DRAINAGE AREA: 8.41 AC
BOTTOM EL.: 607.00 / / l I \ �/ / / / / �� - - \ \ _ _ I \ \`\\
TOP EL.1 / / \ \ �� / r i / / /\ \\ \\ \\�----
///
SPILL 610.00 / J / \ / 1 \ _
/ / I / HARDWARE CLOTH / \ \ \ \ \
DEPTH. 2 FT / \ / I / r _
SKIMMER INV IN. 608.00 / / / � l &GRAVEL INLET
SKIMMER IN OUT• 6a .oa / l l / / / / PROTECTION (TYP.) I \ _
R V 7 i / CLDSM 30.09 I SKIMMER SEDIMENT BASIN# Sta D Ani!` \ 1 _ -
DISTURBED AREA: 3.64 AC - 1 DL�r l I o 0
l / DRAINAGEAREA: 3.98AC IN 63.00
/ l I I
BOTTOM EL.: 623. 00
TOP EL.:628.00
\ SPILL WAYEL.: 626.00
DEPTH.- 2 FT \ HIGH HAZARD TEMP.
SKIMMER INV IN: 624.00 \ ��
/ \ \ \ SILT FENCE (TYP.)
F- /
/ l \ / / / / \ ` \ / / / SKIMMER INV OUT. 623.00 CLDSM 30.068
V'
.0001
INSTALL S75, OR EQUALLY
APPROVED, STRAW MATTING AT
ALL DIVERSION DITCHES (TYP.)
�_--
�
174 \
6so- \
1:36
I I I o \ 1 ( 1 \ l \ 1T= \
\ \ I I \ I \ I TEMP. SILT DITCH TTP. I \
( ) a
/ I I / CLDSM 30.05
V _ \ �\ 1II / \ \\- II / ) // // // I I I �� ) r-�II I I / \1 \ \ \ \\�
"0_SCHAPEL ROAD
PAWTUCKt
ROAD
r
/PAWPHASVILLAGE RD
/ PHASE II STARVES.
` SITE �a
x_85
I WCINITYMAP I
N.T.S.
LEGEND
TEMPORARY DIVERSION DITCH
STABILIZED CONSTRUCTION ENTRANCE
LIMITS OF DISTURBED AREA
SILT FENCE
opo
N
COIR MESH BAFFLES
CM
ROCK DOUGHNUT
U
INLET PROTECTION
HARDWARE CLOTH & GRAVEL
z
INLET PROTECTION
SILT FENCE STONE OUTLET
L
ROCK CHECK DAM
TREE PROTECTION FENCING
CHAIN LINK FENCE
GENERAL NOTES.
1. TOTAL ACREAGE _ ±92.967 ACRES
2. DISTURBED AREA = ±55.20 ACRES
J. BOUNDARY AND TOPOGRAPHICAL SURVEY PROVIDED BY -
JASON LEE WYLIE-PROFESSIONAL LAND SURVEYOR
501 FORNEY AVENUE
L/NCOLNTON, NC 28092
4. SEE SHEET C3.0, C3.1 FOR EROSION CONTROL DETAILS.
5. THE PLAN APPROVAL /S BASED UPON THE EXISTING SITE CONDITIONS
ADDITIONAL MEASURES MA Y BE REQUIRED /F THE PROPOSED MEASURES
CANNOT FUNCTION AS INTENDED.
I I I I I ` \ \\ \ \ 1 I I I \ \ - ) I / / / I I I I I / i / / / l / TEMP. ROCK CHECK DAM (TYP.) o \ ` \ \ \ \ CONSTRUCTION SEQUENCE
CLDSM 30.10 \ _ \ - \ \ \ \ \ \ 1. OBTAIN GRAD/NG/EROSION CONTROL PLAN APPROVAL FROM THE CITY
NO MORE THAN 20 ACRES SHALL I / I / / / / / / `� \ \ \ I \ \ \ OF CHARLOTTE ENG/NEER/NG DEPARTMENT.
1 I \ \ / l \ \ \ BE DISTURBED AT ONCE. LAND I / / / / / \ \ o ( �� \ \ 2. SET UP A ON-SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION
-� \ \ \ DISTURBANCE SHALL NOT
` I / / / CONTROL INSPECTOR OF THE CITY ENG/NEER/NG DEPARTMENT TO DISCUSS
EXCEED PAST WHAT IS SHOD \ / / / \ \ \ \ EROS/ON CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE
1 I / / l / / / \ \ ` \ o \ \ ` \ \ CHAP48 TERS1 PRIOR
THE CITY CODE AND DISTURBING
SUBJECTVTO FINE.
SOLATION OF
FOR SECOND PHASE. \ / l / / / � \ � 1 � � \
�� �� �
/ / / / / / / I I I / / / \ \ \ \ 3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION
DITCHES,
ONLYASNECESSARYDOTHERTO INSTAL ATHESESAS DEVIC SOS ON PLANS,
4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED,
INSPECTOR ISSUES THE GRAD/NG PERMIT AND CLEAR/NG AND GRUBBING
MA Y BEG/N.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET
o WITH / / \ \ \ �_ \
\ / � l TH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH
/ / / C'Z ` \ \ PHASE OF EROSION CONTROL MEASURES.
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
8. ATE WTH CONSTRUCTION ENTRANCE OF EROSION CONTROLECONTROL INSPECTOR PRIOR TO REMOVAL
MEASURE.
TEMP. ROCK CHECK DAM (TYP.)
/ // / /k / i / / / �. � \ \\ �•�\ � \ • \o I`\, CLDSM30.\11A
CLDSM 30.10 \ \\ \\
g ALL EROSION CON
TROL MEASURES SHALL BE CONSTRUCTED IN
REMOVE & RESET FENCE ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT CONTROL P
LANN/NG
ALONG PROPERTY LINE. AND DESIGN MANUAL, U. S DEPTOF AGRICULTURE, CITY OF CHARLOTTE
EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT/ STANDARDS MANUAL.
//
- MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED
FOR STABILITY AND OPERATION EACH WEEK AND FOLLOW/NG EACH
RAINFALL.
SKIMMER SEDIMENT BASIN �7 -
CLDSM 30.02A \ \ \ / ` / / / / / / / �/ / I tiq �, -� 2. SEDIMENT /S TO BE REMOVED FROM THE ROCK DAMS AND BASINS
DISTURBEDAREA: 7.34AC 1 / / X \ \ WHEN STORAGE CAPACITY REACHES 50% GRAVEL /S TO BE CLEANED
DRAINAGEAREA: 7.55AC I / l / / / / / / // / / I 1 a� + k \ \ AND/OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
BO OM E .. 59700 / / / / / / / \ � \ PROPERLY
RAIN \ � e>,
SPILL WAYEL.; 604.00 / / I / I �� / �� ♦ \ \ \� � \ " N 3. SEDIMENT IS TO BE REMOVED FROM S/LT FENCE WHEN IT BECOMES
HIGH HAZARD TEMP. ' CL�� 0.04 / DEPTH.• 2 FT l % \ \ / I I �p i / \ \ \ \o \ APPROX/MA TEL Y 0.5' DEEP AT THE FENCE. THE SILT FENCE WILL BE
SILT FENCE (TYP.)
ISLOSPME
18I HD E I SKIMMER INVIN.• 598.00 / I \ I / \ I �° I I ♦ \ \ \ \ \ \\ \\ REPAIRED AS NECESSARY TO MA/NTA/N A BARR/ER.
CLDSM JO. 06B,, I INV. 59.00 / SKIMMER INV OUT 597.00 \
I I / / / / ' / I I ( / \ \ I I G OJ \ \ \ \ \ \ \x \ \ \ 4. ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED
l ,// 11 / l ' HIGH FFR I- II / I / /// - / / I / / / / / I I I ����� \ \ \ \ \ AS NEEDED /N ACCORDANCE WITH THE SPECIFICATIONS.
_ I 2 G COFFER r l SILOPE D AIN / I l `� �' I \ \ \ \ \ y� 5. TEMPORARY GROUND COVER MUST BE PROVIDED FOR WITHIN 5 DAYS OF
j / I DAM (TYP.) i l L S 30 04 1z / I I 1 I IBOJ I A V \ \ \ \ \ V A
I � ANY PHASE OF GRAD/NG
I � \
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING I
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
• 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
0111 before you dig.
STONE OUTLET
(TYP.) /
\ \ SE)P
/�8/„HDPE /`° / I ISI \ 1 I \ IV
/INV /599.00 I \ % I �� \ \ \ \ \ ` \ \ \ \ / \+� 6. ALL LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA
INSPECTOR.
7. TURBIDITY MEASUREMENTS ARE REQUIRED TO MEASURE CLARITY OF
BA SIN EFFLUENT AND ANY POTENTIAL IMPACT TO RECEIVING WATERS AT
THE TIME OF RAINFALL -TRIGGERED INSPECTIONS. READINGS MUST BE
COLLECTED AT THE BASIN OUTFALL (TO MEASURE CLARITY OF BASIN
\ \ \ \ \ \ \ ` ♦ \ \ \ \ \ \ \ \ ` EFFLUENT), UPSTREAM OF THE DISCHARGE POINT (TO MEASURE BASELINE
CONDITIONS) AND DOWNSTREAM OF THE DISCHARGE POINT (TO MEASURE
i
STREAM IMPACTS OF BASIN EFFLUENT). THE RESULTS MUST BE LOGGED /N
\ 1 \ \ \ ♦� \ \ \ \` \ \ \ \ _ \ THE INSPECTION REPORTS
/ \ \ \ \ \ \�\,\��---__ GRAPHIC SCALE
-6-0 0 30 60 120 240
4 � � //\ \*44\
SEE
\\
SEE SHEET C2.2 ( IN FEET )
I inch = 60 ft.
L WIE___I�l
LA �17/`v1HlAM �WAL � ERS
ENGINEERING, INC
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
JULY 28, 2016
DATE
LGA
0 E
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
REVISIONS
REV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
PROJECT NO.: 2015.32
SCALE: V=60'
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
C2.1
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REVISIONS
REV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
PROJECT NO.: 2015.32
SCALE: V=60'
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
C2.1

SEE SHEET C2.1
> 670
SKIMMER SEDIMENT BASIN #11
CLDSM 30.02A
DISTURBEDAREA: 2.50AC
-DRAINAGE AREA: -BOTTOM EL,: 627.0050 AC / / / I ! ( C �\ _ _ ♦ / -
\ TOP EL.: 632.00
/ / / - _ �- - _ \ \SLOPE DRAIN SPILLWAYEL.: 630.00 I \ \ V A
STONE OUTLET _ � � CL(,LSQQ®30.04 \ l DEPTH: 2 FT \ \ \ \ ` \ \ - DEPTHTRAPEZO�DAL DITCH
- - 18 HDPE % / / SKIMMER INVIN. 628.00 \ \
(TYP.) 00 / SLOPE SKIMMER INVOUT. 62700 \ \ \ \ \ \� BOTTOMSIDE OWIDTH.-3 FT
CLDSM 30.04 MATT/NG: SC150 OR EQUALLY APPROVED
(18»HDPE
\ TEMP. TREE PROTECTION I�NV� 629.00
( ) � N\ \ \ \ INSTALL CULVERT TEMP. WATTLE CHECK DAM (TYP.)
`\ \� ^ I I \ ( I s \ / / / / \ \ \ MECK JO. 1OC
/ \ \ / / N\ \ FOR PHASE l - -
/
f \ COIR MESH BAFFELS \ - '� \ \ \
RCP
30
II(TYP.) �` - - " II ►I� �\\ ��11\1 I � �- z5,
-�- - _ _ ' / TEMP. ROCK DOUGHNUT
.INV.• 629.50 /
� �� / /I
i I
N
_L-E
T - -P--RO-T---ECT-
I
--O-N -
(TYP.)
SLOPE DRINi r
CLDSM 30.0 TEMP. 24" HDPE 660_�/ rr /LENGTH. 120 FT118" HDPE I INV 628.00I INV- 623.00 SLOPE.1.259,\1TEMP. SILT FENCE (TYP.)
SKIMMER SEDIMENT BASIN #8 CLDSM 30.06A
CLDSM 30.02A _
_
l -
/
DISTURBED
DISTURBEDAREA: 4.71 AC
BOTTOM EL.: 625. 00
AREA: 5.56 AC `650�-
-
TOP EL.: 630.00
SPILL WA 628.00
III III I \ 1\1 I I
I I 11 III � \ 1`11\1 1 I I I
III \ I
11 11` 1 1
III I 111
\ 11,1 ` 11 1 1 1
I I I I I I D \ 1 IIIII I I I S
11 I II I I � 111 1\ I s
III / \ I 1\111 11 I I
II II II I \ 11 1\ 1 1 1
11\
,I,111� I
INSTALL A 10 X10' DEWA TERING 1
SILT BAG A T THE END OF
I I III I \ \ 1 1\ EACH SKIMMER PVC (TYP.). r
11 11 1111 II I II I I / A AVA \\\ V� 111111�fV �
\ \ \ 1 (SKIMMER SEDIMENT BASIN #9
\ \ I I CLDSM 30.02A I
\ \ \I\ I \
DISTURBED AREA: 2.88 AC
DRAINAGE AREA: 2.88 AC
I \ \ \ I
"BOTTOM EL.: 611.00
I I I I I I \\ - L
1 \ \ 111 11 TOP EL.: 616.00
SPILL WAYEL.: 614.00 I
III I • \\\ DEPTH: 2 FT
I I I I I \ 1 SKIMMER INV IN: 612.00 ,
SKIMMER INV IN, 611, 00
III I I I \ `\ 111111\ \ I I II
I II IIII 1 \ \ \ \ \ I I I
III \ \\ \\ 1 111 I
III \ \ \I I 11 \ III
IIII IIII 1 \\ \11`11 1 \ I I
II I I I \ 1\ \ 11 \
\ I III III \ \ \ \ \I \\ \\ \
\ J I I I I I
�
I II I I I
III I
Ilk
\ \
\�� I\
\
\ I
\ \ \ \\
\
\ I I I III I I \ \\ \\ \\
Av\I
III III II II \
/ � �\
l I I I I \\
\ I II I I III I I I / \
III I \ \ \ \ \ \
\\\\ \ \\\ \\
\ \ \\ \\\ \\ \\ \\
`\
\ I I
\ \ / I lI I II
, 111 111
/ I I \ \ \\\ �\ \\
v IIII I I _ - \\ \ VA \ V
✓ I I II 11 / \ \\ \\ \ \
\ \\ \\
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
Q 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's n OW. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
0111 before you dig.
DEPTH: 2 FT
/ / I \ SKIMMER INVIN. 626.00
/ I SKIMMER INV OUT, 625.00 / _1 / /
, \ / -660 / ,,
/ / /
NO MORE THAN 20 ACRES
SHALL BE DISTURBED AT ONCE.
DRAIN h \ I I I I I I I / THIS PORTION OF SITE SHALL
CLDSM _ \ \ I I I I I 1 I I I BE THIRD PHASE OF LAND
�� 3.ae- �- � \ \ \ I I I I I I I
__- \ \ \\ \ \ I 1 I I ` \ I 1 I DISTURBANCE. 1 / / I \ \ \ / / / 6,6
2' HIGH COFFER 7_7-J
DAM (TYP.)
/ EXIST. BUILDINGS WERE
SLOPE DRAIN - �/ I I l l 1 I I I \ \ \ \ \ \ / / I CONSTRUCTED OVER PROPERTY
` \_LINE. TO BE RELOCATED.
CLDSM 30.04
18 HDPE / I \ _ \ \ \ 1 \ / / I \ \ \ \
613.00 / / / -�\
l�
_
INSTALL S75 OR EQUALLY
TUAL
/I/ / APPROVED, STRAW MATING AT
ALL DIVERSION DITCHES( TYP. �• - - _ - - _ _
\��
/�I ll/ l I I /\\\// \� / I I I I�\� \ \ \ '� / \\\\\`660_
O\\ ��\--_%000,00-,-� IIII\✓� �� ,\,�\ `
I I TEMP. SILT DITCH (TYP.)-
_ CLDSM 30.05
TEMP. ROCK CHECK DAM (TYP.) 1 CLDSM\
SLOPE DRAIN P-94
IN
\- - CLDSM 3.0.-04-- t� 4-� _
s CLDSM 30.04 - �, -
/ 18 " HDPE - 18 )4DPE_ _ I /
s i j INV.- 617.00 - INV.•- 625.00
"TEMP. TREE PROTECTON
(TYP.)
7I// 11
\ TEMP. TREE PROTECTION
(TYP)
Ec,
_
COIR MESH (TYP.) / - -sc=
Ss
SS��
\ 6ti /x zx J I II
0000,
�i/ / /660/
• TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE
ORDINANCE STANDARDS.
• TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE
ANY DEMOLITION/CLEARING/GRADING/CONSTRUCTION, AND NOT
REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY STAFF.
• NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS,
TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING
ACTIVITY ALLOWED IN TREE SAVE AREAS.
• VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT
TO FINES, AND/OR IMMEDIATE CORRECTIVE ACTION/MI TIGA TION.
• ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE
AND REMOVAL MUST BE APPROVED BY THE CITY ARBORIST (704)
336-4262.
1. ALL 'STD. "NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT
FROM THE ZONING ADMINISTRATOR.
J. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE
AND IS SUBJECT TO A FINE.
5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3: 1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
7. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM
THE LAST LAND -DISTURBING ACTIVITY.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES
GREATER THAN 10'REQUIRE ADEQUATE TERRACING [CLDSM#30.16].
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING
EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
9. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF
WAY MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING.
"0 _S CHAPEL ROAD
PADCKETI
00ROAD
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PHASE l
PAW VILLAGE RD
PHASE II STgRNES.
SITE �a k
I VICINITYMAP I
N. T. S.
LEGEND
TEMPORARY DIVERSION DITCH E -Go
STABILIZED CONSTRUCTION ENTRANCE
LIMITS OF DISTURBED AREA
SIL T FENCE
L W-LE1 /
LA THAM- WAL TER 8
ENGINE, ERING, INC
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
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JULY 28, 2016
DATE
COIR MESH BAFFLES CM
ROCK DOUGHNUT
INLET PROTECTION HOMES
HARDWARE CLOTH & GRAVEL
INLET PROTECTION
SILT FENCE STONE OUTLET LGI HOMES -NC, LLC
ROCK CHECK DAM 3037 SHERMAN DRIVE
LANCASTER, SC 29720
TREE PROTECTION FENCING A M A M PHONE: [phone]
[e-mail]
CHAIN LINK FENCE
GENERAL NOTES:
1. TOTAL ACREAGE _ ±92.967 ACRES
2. DISTURBED AREA = ±55.20 ACRES
J. BOUNDARY AND TOPOGRAPHICAL SURVEY PROVIDED BY.-
JASON LEE WYLIE-PROFESSIONAL LAND SURVEYOR
501 FORNEY AVENUE
LINCOLNTON, NC 28092
4. SEE SHEET C3.0, C3.1 FOR EROSION CONTROL DETAILS.
5. THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE CONDITIONS.
ADDITIONAL MEASURES MAY BE REQUIRED IF THE PROPOSED MEASURES
CANNOT FUNCTION AS INTENDED.
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
CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48
HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER
17 OF THE CITY CODE AND IS SUBJECT TO FINE.
J. 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.
8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
EROSION CONTROL MEASURE.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, U. S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL
ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
STABILITY AND OPERATION EACH WEEK AND FOLLOWING EACH RAINFALL.
2. SEDIMENT IS TO BE REMOVED FROM THE ROCK DAMS AND BASINS WHEN
STORAGE CAPACITY REACHES 509: GRAVEL IS TO BE CLEANED AND/OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
J. SEDIMENT IS TO BE REMOVED FROM SILT FENCE WHEN IT BECOMES
APPROXIMA TEL Y 0.5' DEEP A T THE FENCE. THE SIL T FENCE WILL BE REPAIRED
AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED AS
NEEDED IN ACCORDANCE WITH THE SPECIFICATIONS.
5. TEMPORARY GROUND COVER MUST BE PROVIDED FOR WITHIN 5 DAYS OF ANY
PHASE OF GRADING.
6. ALL LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA
INSPECTOR.
7. TURBIDITY MEASUREMENTS ARE REQUIRED TO MEASURE CLARITY OF BASIN
EFFLUENT AND ANY POTENTIAL IMPACT TO RECEIVING WATERS AT THE TIME OF
RAINFALL -TRIGGERED INSPECTIONS. READINGS MUST BE COLLECTED AT THE
BASIN OUTFALL (TO MEASURE CLARITY OF BASIN EFFLUENT), UPSTREAM OF THE
DISCHARGE POINT (TO MEASURE BASELINE CONDITIONS) AND DOWNSTREAM OF
THE DISCHARGE POINT (TO MEASURE STREAM IMPACTS OF BASIN EFFLUENT).
THE RESULTS MUST BE LOGGED IN THE INSPECTION REPORTS.
REVISIONS
REV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
PROJECT NO.: 2015.32
SCALE: V=60'
DRAWN BY: CLR
CHECKED BY: MSL
GRAPHIC SCALE
60 0 30 60 120 240
SHEET NO:
( IN FEET )
1 inch = 60 ft.
C2.2
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REVISIONS
REV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
PROJECT NO.: 2015.32
SCALE: V=60'
DRAWN BY: CLR
CHECKED BY: MSL
GRAPHIC SCALE
60 0 30 60 120 240
SHEET NO:
( IN FEET )
1 inch = 60 ft.
C2.2

LEGEND
\-----------------------\
-------------------�
- - - - - - - - - -
/
/7 s.F-
TEMP. ROCK DOUGHNUT
INLET PROTECTION (TYP.) \
--- I A l I I I �I I I I i 6 FI l 6676 �� 0/ 40
'
//� `I I
� I
\\ 1 t
sa�
M \
y CONSTRUCTION ENTRA
- - - - CLDSM 30. 11A
® INSET
6000 S.F. 00 S.F. / O / 38 / / / / I \ \ 33 \ \ \\
-
-CHAIN LINK FENCE / / / 1 I ` \
/ I T \ 1 I I I �\ 6000 SIF. 37 \ / ( I \ l \ 1 \ \ ` \ - \ \ \ \ 1 \ \ \ \ 1
( d I I 1 \ \ I / 6000 S.F 36 , 1 \ `A \ \ 1 \ \ 624W S.F.
TEMP. SILT FENCE (TYP.) 1 \
\ I �' s000 s. F \���/ / 3s - - \ \ \ \ \ \ \ \ \ \� / - - \ CLDSM 30.06A
II \ \ \ a , \ \ \ -� \ 1 \ \
\ I I \ \ 1 �_�_ / I //- �� 6000 s.F ` \
` 1 \ \ �6ap\ 600060��\ \1 `\ \ ry 1 \ \ \ ` \\ \ 1 / \ \ ■ \a\1� \\ \\ \ \ ® \\ \\ \
-B
-9(B)\\
6434 \S -_ ' oil
\ \ \ .F. r ■' \ \ \ ` 1 \ \ I \ I �\ \ I
\ \ \
\ \ \ Ih I I I I I \ \ �� �/ / // / - ce-8(B) -- \--�" RCP. B-4(8)
\ \ �\ \�\ _ / _ ' / / /� --- RCP \ I \ \ \ \ 1 I 1 I I _ li I ' 1 1 / 1 / I / / i 00
Is 7 SF 6
�
-- / / -/ / / \ - CB-s(B) \ \ 1 I I I \ \ \ \ \ \ 1 / I 1 / / / / / 1 HIGHSILT FENCED TEPP.
\ \ I III \ \ 1 � '1 I
I ��1 \ - -�/ �� \ I 5+. \ \\ \ \\ \ 1 / I 1 / 1 I I 1 I
/In I _ � \ - �1\ "RCP \ 1\ I I I I 0 F \ \ � \ � � 1 / / � CLDSM 30.068 11
I / \ \ N \ I I I I I / / / / /I I /
CB -14,A) l 5 $.F
</ / /50
s000 S.F. s000 S.F./ �\ \ 130
�,\ �� l 1 )I \ HARDWARE CLOTH & GRAVEL / / I I
/ / � I I SKIMMER SEDIMENT BA IN #3 � _ _ � ` / / l I � 1� / LIMITS OF DISTURBANCE
'� / \ \ I I
, ( \ \ � � � � / / s F. I CLDSM 30.02A \ � \ \ l 6o F. / I A 1
/ / I / I I 1 1 I\ 4� I \ \ \ \ - - - 1\ / / 1 soDISTURBED AREA: 4.50 AC ) - - _ ` \ 1 \ //�l j I 1 I \\ D1 -3(B) CLDSM P30.09CTlON (TYP.) / TYP. Il I I isss b s. F I II I I I I I 0 I
- / / DRAINAGE AREA: 8.63 AC 0 \ \ / / l I \ y / / / I I I I I 1 I
6664 t.F-. \ \ / / SS F. \ (65} \ ■. l l 1 I I I 1 CB -13 A) II I 850 �. F.
TOPEBOTTD 626.5021.00 1 \67OC-SAF ���\ \ ce-`3(B / /1b" RCP' 1\i/// l /l ff/ ®// /f / /// 1 / I 1 I I I II I I
/ - � \ r
SPILLWAYEL.: 624.00 - / I
DEPTH. 2 FT - \ / 1
\ / � �\�\ A / sow I l l I /
CB -4(F) \ \ ss - c ` \ I / I I I I I
/ SKIMMER INV IN: 622.00 � \ \ n I / / / / / \ / I I / I � I
- l / I I I I
6 . F. \ \ \ 26 S.F. KIMMER INV T 621.00 \ \ \ 1 30" RC \ I / 1 / l l / I ` - - / I I / l / % l I CB-12(A� I 1 3850 SIE
F)' /'-� 1 _-- \ \ 1
\\\ \
/ � \ \ \ � " \ 9/ � / /' � . \ � � � \ \ -2
+40,
I
\ \ / \ \ 1 �,1� 1 ^ \
I / / I ■ \ \ \ \ \ \ �\ \� \ I / / \ .01- sDMH-2 a ce-1(e ✓ 1 I \ \ I I I I l / l I l 1
\\\\ \30" 1 \ 1, I 062 \( i I I 1 / I ` / l I I l (� 1 1 I z I STONE OUTLET
RCP I \ \\ \ \ / �I I I 1 / I I I � / � / � ` 12 \1
I I \ \ \ \ 1 \ \ h \ 1640 ISE -' / _ \ II I \ \ \ 1 I 58�\ 1 , CB -1,7(A) (TYP.)
\ �' \ \ \ \ 1 I / \ j ( )
I 78 F. \ \ ✓ \ I / I 11 l ! I 1 I
� \ II 1 1 1 \ ` I I 1 I I I 1 \\ \ ` ) 1
\\ \\ \ 1 / \ \ \ \ j I I I I 1 \ � ` \ I \\ \ �\ l I I
\ 1 \ i - FES (B) - - - ° 1 \ \ \ CB- f 0 A I
\ \ \ HIGH HAZARD TEMP. \ \ l - / / / / - n \ JJJ \ \ \ I I I 1
\\ \\ \\ \ \ SILT FENCE (TYP.) \\ cB� F) / ' N COIR MESH (TYP.) \ / \�
\ \ \ \ CLDSM 30.068 \ \ \� \ \ �' ' /' - _' - - - - - - I I I i r\ ` \ \ 1 sob2 sk
CB -8 V I I \ V A A
\ \ \ \ 825 s.. _ - �\�-
I \\�I ^ / \ / / / / �. --- - _ �l l I I l /\ ` 6 \ IIII \
INSTALL A 10'X10' DEWA TERING III I 1 I1 1 ` ■ \ 1 \ \
s2 \ \ \\ /' '� - SILT BAG AT THE END OF \\ I l 1/ \ /\ \ 602 \s..
O
I I I I \ \ 1 \ \ \ \\
I I I I I I \ \ \ \ \ II \ EACH SKIMMER PVC (TYP.). - \ \ I I / \ I / \ \X 1 I I I \ \ 1 \ \ \ \
MOORES CHAPEL ROAD
d, ROAD
PHASE ' l
PAW VILLAGE RD
PHASE II STgRNEs.
SITE �a
/-85
I VICINITYMAP I
N.T.S.
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LA 1THlAM �WALTERS
� sl\�GINEJl�1[RING, INC
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
JULY 28, 2016
\ \ I DATE
\ CHAIN LINK FENCE
(TYP.) ■
1
' I
I � TREE sA �E
/ I I
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COS .\S
3.88 AC'.
I I ) \ \ 1 8252 S.F.
164112 IS..
_
_/6000 �.F
/
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SDMH-1 F / CLDSM 40.02 _ - - - \ / / 1 1
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.FFES (F \\\`'1oodS�
\�\ ` \ ---1/� ✓/ / � / l / I j I Ij � I' II Ij ��II j I j
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HARDWARE CLOTH & GRAVEL
INLET PROTECTION (TYP.) HIGH COFFER DAM TYP. S I I I I
/0 CLDSM 30.09
l / l I I I1 I ♦ �\ � \ \ / / � � � � 70 II 1 ' / ce-s(o \ / \ \ \ \ \ � \ \ `\ - - - - l l 7(A) Iy�
Al
CLDSM 30.02A
\ \ C7
IDISTURBED AREA: 3.21 AC 8229 s..
BOTTOMS 615.DRAINAGE .0021 AC \\\ \ \\ `
TOP EL.: 620. 00
SPILL WAYEL.: 618.00 - _ _ _ \
\ \ \ STONE OUTLET \ / i / - _ _ _ _ \� \\ \\ \ 1\RCP DCB -4(D)
/ / DEPTH 2 FT \ \ �
\ \ \ \ / / SKIMMER INV IN. 616.00 \ �\ \ \ 6 8 S. F.
SKIMMER IN OUT. 61500 �� �� l v \ v v�� <r.. ��/ 5850 S.F. �v � X19 ---_
n \ - - 18 - _ _ _ j B-2 A). /� \
\ \ \ \ \ F 1� i CB -1 A FES A
` 'P \ 5850 S. F� O ( )
\ \ //' RCP \
\� \
72-
\ I _ RETAINING WALL
\ � ' / / /' l l / // / ' / /�'^_ _--- ` -�_ �\ \\\\ ` 14\S.F.
\
/ / - - - - - \\ \ ER E \ 24" RCP I
_ _ - \ \ \ � � \ � l / � \ 5850 S.F.\ 1
// � \� ��\��\N \\ B -1(D) \ \\
\ I 1 / 2 HIGH COFFER DAM TYP.CB-J(A)
, s X15" 18" RCP \ \
/ 11 / / / / / / - - -� \ \ \ , \\\\ \ s.F. \� \\ \\ -��� _ ro I RCP
" , -mss= \ \ \ -
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/�� \\\� \l\ 74 �� \\ \ \ \ \ \\ v \ I I I <\ I I -
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73 1 S. F. I I
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I // ` II TREE PROTECTION (TYP.) oss s.F\ `- - - _ \ �
I \
/ s� , 1 / I \ 1 \ CLDSM 40.02
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SEDIMENT BASIN #2 �. - - - • _ - ' < sI \----r\- -1-
/ / 1 / / I I I I I I / / / / �I\ III I III / �' \ I I � � � _ . - - - - - - : _ - ss� � -- - ' \ - k III •-r1
CLDSM 30.02A
/1 ,, , \ I , II II / \� \ • -� ® \DCB -1(c)
3 V A V IIII v�--v - DISTURBEDAREA.1.47AC 15" RCP ➢ \
/ , v ♦ DRAINAGEARE4.4.34AC 4
� .� - \ I \ I \ DCB -2(c)
BOTTOM EL.: 611.00 _ • y ?� -^ � - - -�
\ III \ \ \ \ �� TOPEL-616.00 _ - _ ----� \\ �/ 1 1 \ fs" RC �
SPILLWAYEL.. 614.00 END OFLAN - - --II - \ / 1
Y , /' / / // // // / / I CNA/N LINK FENCE \ 1 III 1 / I / l /� s `FT
D DISTURBING -�------
'I// /r / s I- I I - II 1 IIII ®/// /�� 40 DEPTH.
ACTIVITYFORFIRSTP - --- \ \
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A?
- �1\ . E S V i.
\ 1 / / ' y ' / / /�// // 1 \ 1 \ / \ / SKIMMER INV OUT 611.00 r� - - - -
/ II
/ % l SKIMMER SEDIMENT BASIN ` _ -
- \ l CLDSM30.02A \ +\ \\ \\ +>\ 1\ \\ `` - ----- --------- -___- -- EX/GREE. ; - ®
CHAIN LINK FENCE i ------1 �A� v�
DISTURBED AREA: S.ZOAC 1 1 \ 4®
\ I IJ DRAINAGEAREA: 8.41 AC \ \ \ \\' \� �� _ - - - \ (TYP.) 1
\ \ \ `1\ ��\ - -1� C - , CHAIN LINK FENCE \ \ \ \ /l
BOTTOMEL.:607.00 I ` \ \ I �., \ _--------- -\ -- ��' / ''' / 1 _ \ \\ \ ��
TOP EL.: 612.00 \ , _� �_ _�_ -_- - - - - _ / - - (TYP.) \
SPILLW2FT.:610.00 - (TYP.,
------------------� //- -_// ✓/ /�, DCB -2(M) \ - \�` / J
2 HIGH COFFER DAM TYP. _ _ __ _____________
, �\
/I I i i I % - I AMF j / // / SKIMMER INV IN. 608.00 - �� II \ y�� \ / / / "`� RCP 1 ♦ ` \ \ ` ss \ -
/ _ f // SKIMMER INV OUT 607.00
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING' i /
APPROPRIATE PARTIES AND ASSURING THAT EXISTING SEE SHEET C2 11
•
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
®
TO THE PUBLIC.
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BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
SEE SHEETS C2.4, C2.5 FOR REQUIRED NOTES
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CAROLINA DEPARTMENT OF TRANSPORTATION.
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STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
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BOTTOM EL.: 613.00
TOP EL.: 618.00
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SKIMMER INV IN. 614.00
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SKIMMER INV OUT 613.00
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, s X15" 18" RCP \ \
/ 11 / / / / / / - - -� \ \ \ , \\\\ \ s.F. \� \\ \\ -��� _ ro I RCP
" , -mss= \ \ \ -
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SEDIMENT BASIN #2 �. - - - • _ - ' < sI \----r\- -1-
/ / 1 / / I I I I I I / / / / �I\ III I III / �' \ I I � � � _ . - - - - - - : _ - ss� � -- - ' \ - k III •-r1
CLDSM 30.02A
/1 ,, , \ I , II II / \� \ • -� ® \DCB -1(c)
3 V A V IIII v�--v - DISTURBEDAREA.1.47AC 15" RCP ➢ \
/ , v ♦ DRAINAGEARE4.4.34AC 4
� .� - \ I \ I \ DCB -2(c)
BOTTOM EL.: 611.00 _ • y ?� -^ � - - -�
\ III \ \ \ \ �� TOPEL-616.00 _ - _ ----� \\ �/ 1 1 \ fs" RC �
SPILLWAYEL.. 614.00 END OFLAN - - --II - \ / 1
Y , /' / / // // // / / I CNA/N LINK FENCE \ 1 III 1 / I / l /� s `FT
D DISTURBING -�------
'I// /r / s I- I I - II 1 IIII ®/// /�� 40 DEPTH.
ACTIVITYFORFIRSTP - --- \ \
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// / II / / 0 RASE --_------
A?
- �1\ . E S V i.
\ 1 / / ' y ' / / /�// // 1 \ 1 \ / \ / SKIMMER INV OUT 611.00 r� - - - -
/ II
/ % l SKIMMER SEDIMENT BASIN ` _ -
- \ l CLDSM30.02A \ +\ \\ \\ +>\ 1\ \\ `` - ----- --------- -___- -- EX/GREE. ; - ®
CHAIN LINK FENCE i ------1 �A� v�
DISTURBED AREA: S.ZOAC 1 1 \ 4®
\ I IJ DRAINAGEAREA: 8.41 AC \ \ \ \\' \� �� _ - - - \ (TYP.) 1
\ \ \ `1\ ��\ - -1� C - , CHAIN LINK FENCE \ \ \ \ /l
BOTTOMEL.:607.00 I ` \ \ I �., \ _--------- -\ -- ��' / ''' / 1 _ \ \\ \ ��
TOP EL.: 612.00 \ , _� �_ _�_ -_- - - - - _ / - - (TYP.) \
SPILLW2FT.:610.00 - (TYP.,
------------------� //- -_// ✓/ /�, DCB -2(M) \ - \�` / J
2 HIGH COFFER DAM TYP. _ _ __ _____________
, �\
/I I i i I % - I AMF j / // / SKIMMER INV IN. 608.00 - �� II \ y�� \ / / / "`� RCP 1 ♦ ` \ \ ` ss \ -
/ _ f // SKIMMER INV OUT 607.00
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING' i /
APPROPRIATE PARTIES AND ASSURING THAT EXISTING SEE SHEET C2 11
•
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
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TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
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SEE SHEETS C2.4, C2.5 FOR REQUIRED NOTES
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CAROLINA DEPARTMENT OF TRANSPORTATION.
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SHORING WILL BE ACCORDING TO OSHA TRENCHING
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STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
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LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
REVISIONS
REV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
4 (\ `` PROJECT NO.: 2015.32
SCALE: V=60'
\ DRAWN BY: CLR
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COMMENTS
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SCALE: V=60'
\ DRAWN BY: CLR
CHECKED BY: MSL
240
SHEET NO:
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SES, SHEET C2.3 MOORES CHAPEL ROAD
III I ( / / //� / 0� 1 I I I I I �c �\ \ I \\ ♦ \ \
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LATHA� WALT
ER
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ROA E��1�E��1��// �\ , INC
;
// N.C. CORP. LIC. C-1815
16507-A NORTHCROSS DRIVE
I I I 1 IyI HUNTERSVILLE, N.C. 28078��
PHONE: [phone]
'DUH (G)PHASE l FAX: [phone]
_ - _ - - - - - Ce PAW VILLAGE RD ( )
TREE PROTECTION (TYP.) - -- _ _ - - - - - - - _ - _ _ _ I 1 I I L I \\ \ ' PHASE II N
15_RCP _ / v A� _ - �� STgq
CLDSM 40.02 ---
_ _ I /
u, - - ' -- _ - I / \ \\ \---II _
TEMP. SILT FENCE (TYP.) / - - STONE OUTLET I / \ `-- SITE o k �\killI 11/,1
K -
CLDSM 30.06A 8-1(H --TYP. Cq
- ( > N R
6220 S.F. l 1 ! / , _ _ _ _ - � ° °
1 / I/ / ( / I I I / \ \ ' - - - - �"` FES H SKIMMER SEDIMENT BASIN #5 / Q ° °FES S / O ° '
�� I I I I _ v _ p \\
-/I/�/l \\ !ns.
1.I I�f - �� �° '� \ I I I CLDSM30.02A 64AC------_/� �___�_-,�_ADISTURBED AREA: 3. \ \ DRAINAGEAREA: 3.98 AC �63F. / P \ oEAL�BOTTOM EL.: 623.00 �/ \ \ \ \ = 0 ou 1 7646 0 -
\/ '. \ \\\♦l WCINITYMAP
/x l I I I .• \ \ \ s000�F. _ \
TOP EL.: 628.00 r = = i�28� Q
_ J / / / / / \ I I I I \ DCB -1 G) _ + / / l I \ / _ , - I \� ` SPILLWAY EL.: 626.00 - = - = - - - N. T.S. °° F �`
so o S.F./ l / Bz I �� _ / / / - _ CHAIN LINK FENCE
� @2 I _ _ / / DEPTH.• 2 FT
/ /// / - / / / / / \ I I ■ j / / I .I \ / l - �� / / _• _ (TYP.) ---- - F� \
/ / / / / / \ \ I / / ' I / / 8000 S.� 1 / / /, ' Ge _ _ SKIMMER INV IN: 624.00 _ - _ �ii"/L S. \\��`
/ / / I / ��, \ 0 - I 1 f / / / / i - a J ®\ \ \ \� \ \SKIMMER INV OUT 623 00 - - / � 1 I I I III 1
\ 966 4 S.F.----
�/ 6063 S.F.
l \ ■ \\ \II-_____----_-_ -__
80 .F ,81/44 5`.F. � I /' / �' - _ � � � \ \ ` I 1 \\ \\` � � - _ - LEGEND
6668 S.F. / / CB -5 H) ! 14 �\ \ I 1 \ __-- -__
..� JULY 28, 2016
142-
619ii S.F. �� \ 4p
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C8_4 0000,
75., \ \ I - �- 1 I 1 \ \ \ \ \ I I / '
6829 SIF \ \ \ I ■ I \ -
\ 3
HIGH HAZARD TEMP. / I l / / (� c6-s(c) I I- _ I ` \ \ \ \ `III I I I 6
SILT FENCE (TYP.) � 1 I � / / -`\ \_ I \ \\ I '� / � -6(H) I ,,-
- CLDSM 30.068
/ \ \ \ \ \ __-
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l 89 I 1 I y / / / I I I \ I - - �' e -7(H)
/ / l/ll I I ' / I ✓ / I 1 I 1 6000 S.F. I /1 I (� I I I I \ \ \\ C
151, RCP O
/\ - I 1 I I I I 53 \ I / ��L- SDMH-8 H I \ \ I \\
f I I � \ /� / / / I IN I I I I \\ \ ` I / I � '
I I \ b J \ \ - 15" RCP
��' / 1 I 16848 S,F 154 \ \ \ I I \ II \
/ I / \; \ \ / / / I / I I I I \ 6200 S.F. / ls� \ \ \ \ I I / / CB -9(H) O I I \ \ I \\ / / -
/ 90 6179 S.F. �\ \ 144 i 15" RCP I 1 \ \ \ 6401,i - - - - \
/L I I I G I I 1 1 \ \ \ I 6000 S. F� \ \ 18 \ \ I I I \ I \ \ \ \
16000 S.F.S/ \
\ \ \ \ 1 / ( 1 6000 aF \ 159 I I 8127,5.f f , 1 1 \ I I \ _ _
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\\60 S.F. 60 0 S.F. 1 / � // I I s ■ \\ \ ' � \
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\ ---I 11111 \ \ \ \ \ \ � \ "" \ - 1 / > lO \ ✓ 1 1 I I X45
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600,0 S. F. I. \ \ \` - \ \ I I \ 1 I I I
I 6882
\\\ (� \ ` III\\\ \ I I , N I 1 / w 92 I 1 / lsz \ \\ \\ ` \ \ \ ,-� \\ \ 137\ \ \ ` _650- / \
II \ I I \1 / \ \ \ \ \ \ O \ \ 1 I / 0 /I / 666 s.F \ 151
DATE
HOMES
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
-_--
\ 6os9-SF- B-11(H)-
IIso v ( / I I I v / / v
S.F.
\� 111 / \ it � II 18644 S.F. / // % / I I I 1\ I I / i \ �- ��\X\
/ GENERAL NOTES.
1 1 ` �) I 1 I l 149 I I HARDWARE CLOTH & GRA VEL \ _ , `
- \ I / \ I INLET PROTECTION TYP. / 2 \ \ \ \
/ \ \ 1. TOTAL ACREAGE = (92.967 ACRES
(\ ` / 1 I / / / �56�S.Fi. I I ( ) / \ \ 136 \ � \ � � \ ` a 2. DISTURBED AREA = (55.20 ACRES
\ \I \ I I I / , / � � 1 I / .� \ \ \ \ I \\ -_�� \ \LL] N
CLDSM 30.09
1 I \ 1 \ \ \ \ \ 1 I I I s000 S.F.\ e-1sE I f 1 / / I I / / \ 7t 7 S. \ \
\ \ \ I \ I \ \ l 18" RCP -, I ( / / / \ / 14� ice \ \ `_- U
- 1 I I / / / / / \ \ \ \ J. BOUNDARY AND TOPOGRAPHICAL SURVEY PROVIDED BY.•
1 \ \ / II \ 1,54Y S F. / // / \ I \ JASON LEE WYL/E-PROFESSIONAL LAND SURVEYOR a z J
\\ \\ \\ \ I \I \\ 18" RCP -15E / \ - C \ _ - 1 I I / / I 1 I = / / \ \ \ 1 ,� X66 \ 501 FORNEY AVENUE
I I 1 / / e-12 H)
I I I I I ((( \ \ I I CB-fo(E) \ / T /�- \\\ 1 I\ I l l // // / / /' �� \ \ \ \ \ �� ��\ �� \.
I I I I I I I \ \ 1 \ \ II 1 I CB -1E / � +
I' I 15" RC � \ / / I / / / � \ \ 1 _ / \ L/NCOLNTON, NC 28092 ' f '
I I 1 I I I 000 S.F. 24" RCP W
\ \ \ I I I II " II I / CB -2E RCP 1 \ I / / / / �� 1 1 \ 148 I / /l / l / / , i// \ 13 \\ \\ II / \ \\ \��
� ` \ \ I \ \ 4. SEE SHEET C3. D, C3.1 FOR EROS/ON CONTROL DETAILS
��� / 74 2 S. ( I / 15" R \� 1446\\ I \\ /\ \ \\
CB -8(E)
I I III \ I 1 1 I I I ` / / / / / ( _ _/ / / I I / / CB -13(H) \\ \ I , \ \ 5. THE PLAN APPROVAL /S BASED UPON THE EX/STING SITE COND/T/ONS Q
I III \ I \ \ \ I I l / / / - _ l / / 1 / 1 ' / i \\ \ \ ADDITIONAL MEASURES MA Y BE REQUIRED /F THE PROPOSED MEASURES ' ' I
I 1 , / p / / / 18" RCP / I 1 I I l / �/ \ \\ \ \ \ \ W J O
I \ \ \ / I- - \ h / / / / -� L I l \ CANNOT FUNCTION AS INTENDED.
-- I ♦ \ a / /' /73o1 F l 1 CB -11 E I I I I� / l CB -14(H)
- -� I I " 1 9s / O 1 / /
1 I 11 I II \ I\ -\ I I I I 8201 S.F. 1 a I / - ' 1 I I I // / l_ I / / / 1 1 / / /� \\� �\ �\ \ v Q
_ -
I � I I � - CONSTRUCTION SEQUENCE: W
I
-
1 1 II II III IN 1 I �
I \ \ I ( I/ I I _ 1 I / / / 168 / - - - _ , �' / I ( / I / / l l / I I �� l // X - \ \\ ` \ ` \ 1. OBTAIN GRAD/NG�EROSION CONTROL PLAN APPROVAL FROM THE CITY OF � V /1
1 1 I I III II I \ \ 1 I \ f\ I I / / / / / I 1l 1 // ` '8d / / / / / \ \ \ \ CHARLOTTE ENGINEERING DEPARTMENT. <J J
/ /6334/S.F. , 1/70 / l `\/ 1 ��cA ! l l / l� / / / \ \ %I ■ \ \\\ �\\ _` J 0
/ f� / / / -9(E) ---- l
/ / I . I l l / / \ 2. SET UP A ON-SITE PRE- CONS TRUC170N CONFERENCE WITH EROSION _
I I I I \ \ I \ 96 I / / / / 48 .F l \ l l \ \ \ A670 CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS X
14 \ \ -
1I / B -3E // I 161 / I I I I i t l l l l ��I�� �- U
III II I I \ \ I 6539 s.,_ ce-7(E' \ / / / . \ ® EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE
\ \ � / / I 'p B-12 E l l / / 8615 S \ W
�/ , 117497 S.F. l I I I \ \ \ �,\\ 48 HOURS PRIOR TO ANY LAND DISTURB/NG ACTIVITY /S A VIOLATION OF 0
167 � � / ( /
CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE.
a, 0• RCP 30' RC l / \ / s s/9 S.F. i' _ I / ! / I I I l l l i l l l l e \ J �` - - ` Q z
I I I 1 I I I I s9 I I I I\ I _ _FES (E 3/ / /� I 1 1 2 / 1/ / l 1 I l l / l l / / o \ \
O - J. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION
\ II \ I / •► I / / / N ON PLANS,
III II DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOW S w 0
\ \ I I I I o I I � / 97 / / / l % 166 / - / / I / / / / / / / ` _ _ _ CLEAR/NG ONLY AS NECESSARY TO INSTALL THESE DEV/CES O
\\ II \ ` II II II II 11 II 1 I I I 11 I r 391 S. F / / / / 11 / ) >)� / - / I I h I l / / / / / - \ mss. - _ \ Lij
LL
6316 S.F. i � i l
I I I I I 1 I I I I ' ` / / / / / / l l l l ! l / l/ / // . % I ` - _ 4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED,
13 / _ ` , \ \ - - - - - - - - _ _ - INSPECTOR ISSUES THE GRADING PERMIT AND CLEAR/NG AND GRUBBING
nI w
/ / l l / _ MA Y BEGIN. 1 ••`
I Dce-131E / 14117 F I _ _
\ I I III \ I I I / / / c� / / / , I / / / /� ,; 1 � ■ + � \\\\ % /,,\ \ � 1
\ I I \ / \ 98 I / l / ° l / / 165 / / / l l l l U < 0
I I I I I III \ I I � I / � / HARDWARE CLOTH &GRAVEL 15"�Rc / / l / / / l / � � � � � :.iV
\ \ I I \ �I I / I I / / I / /� / / / / l ' �.��� 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
I I III ` I / ` EROSION CONTROL DEI/ICES AND STRUCTURES.
\ I ` so 7 s.F I I 1 \ 6461 S.F.S.F I INLET PROTECTION (TYP.) / / // / / / l ( I 1
I 1 I` I \ / CLDSM 30.09 / / / / l I "
I N, \ I I III I 1 iii \ I I I I ` 1 \ I I / / / / / / ' / / / I ' 1i \ 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET Wl7N
/ / / / / / / / l ■ �' 1� - - W
/ I \ \ 1 O / - - - / / / / / / / / • * \ EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE
\ I I I I I I III I I I TEMP. ROCK CHECK DAM (TYP.) \ 1 I 1 1 i'82,15 SF / / / / / / / / / / \ OF EROSION CONTROL MEASURES.
/ II II I I I III / I I I
'CLDSM 30.10 ` 1 I / / / / / / , / / / / j . . ` \
I II III I �I 1I 6006 .1. \\ N. \ I I I �/ / //�/ / / I ` ``
CB -4%, \ \ \ \ I I / / / / %/ / / /� / / I / `� \ \ 7. STABILIZE S/7E AS AREAS ARE BROUGHT TO FIN/SHED GRADE. Q
\\ ` ` \ \\ \ 16 I I I / // / // / / // / / 1 / / / Il CONSTRUCTION ENTRANCE �\\ \ \\Q
8 COORD/NATE WITH EROS/ON CONTROL INSPECTOR PR/OR TO REMOVAL OF
\ CLDSM 30.09 ----
( 186 t F / / / / / , I EROSION CONTROL MEASURE.
1 \ \ \ 6011 \S.F ` \\ 1 / / / / / / \ ` / / , / / / / / l I \ ^ \ I 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED /N
SKIMMER SEDIMENT BASIN #7 I � � \ \ \ \ � \ \ \ \ \ a
CLDSM 30.02A I I I / / / / l / / / / / l / \ \ \ ACCORDANCE WITH THE N. C. EROSION AND SED/MENT CONTROL PLANN/NG REVISIONS
/ I � I \ I � \,
DISTURBED AREA: 7.34 AC I I I \ / / ' / ' ' ( / I I ( / / Ii (/ ( ` 1 \ RETAINING WALL / \ \\` \ AND DES/GN MANUAL, U. S. DEPT. OF AGR/CULTURE, CITY OF CHARLOT7E
/ / (
IN \ I I 1 / / / 1 . DRAINAGE AREA:7.55AC I 1 1 / �, l ' / ' \ l\ \ / 1 I I j / / / ' / \ 3z/ \\ \\•\�� I \ EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT
/ ' ( / / / / / / ' I I 11 / / ` :'o / I / I \ I I / / I ( , \ \ \ �. \fid �� `' \ STANDARDS MANUAL. REV. 1 - 04/19/16
1 BOTTOM EL.: 597.00 l I ` / l I \ \ \ I l \ REVISED PER CITY OF CHARLOTTE
I / I / / / ( / I \ I , 1764 S.F. � � � �: ���, � \
TOP 602.00 / I I (62 7 SIF / / / I 1 \ 1 I / I \\ \ I II I 1 \\ \\ \ \ �\ 1�� \
SPILLWAYEL • 60400 I / I 1 / / / / %/ / % / / 1 I I 1 \ \ \ \ \ \ �• COMMENTS
DEPTH. 2 FT .. /
HIGH COFFER DAM (TYP.)
SKIMMER INV IN: 598.001861 S.F.
SKIMMER INV OUT 1oz 597.00 s I / l ! l / C8
� / l 1
/s5o S.F. A
N,It/ / I I
INSTALL A 10X10' DEWATERING / y"/ \\ \ \ 1 n 2' HIGH COFFER DAM (TYP.) / / 1 I\ \ \
\ 11
I 1 I I I I SILT BAG AT THE END OF \ 1x v\ / / \)
EACH SKIMMER PVC (TYP) 6121 S F/ \1 1
MAINTENANCE PLAN.
Ir
1. ALL EROS/ON AND SEDIMENT CONTROL MEASURES WILL BE CHECKED
FOR STABILITY AND OPERAT70N EACH WEEK AND FOLLOW/NG EACH
RAINFALL.
_ _ _ _ _ - �' \`. i 2. SEDIMENT /S TO BE REMOVED FROM THE ROCK DAMS AND BAS/NS
�WHEN STORAGE CAPACITY REACHES 509 GRAVEL /S TO BE CLEANED
AND/OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
ll�\ // / \ \ \\\ FES\E2) I I I I / \ \ \ \� 1 \ ��� Q' O �� \,\ \\ \\ \\\ \\ \\ \ �`_--------_\\
Of*/ / ( \ \ / �/ \ \I \ \ I I I 1 / / / \ \\ \ ` \ ti \ \ \ \ \ \ \ \ - ' - , I J. SEDIMENT IS TO BE REMOVED FROM SILT FENCE WHEN IT BECOMES
-----------
' \ \ _ ` _ - - _a APPROXIMATELY 0.5' DEEP AT THE FENCE. THE SILT FENCE KILL BE
STONE OUTLET \ \ \ \ \ \ \ \
/ TYP. / ! , ` _ / 10� \ \ \ ` \ \ �1� , \ - - �� - _ �` REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
15 1\ 1 \ � � \ � \\ \ � � _ \ � \ \ � _ _ \ � � 4. ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED
Owl ��� _ _ - \ \ \ \ \ \ \ \ ;� - \ _ _ _ \ \ , \ - - - 6&0 ✓ AS NEEDED /N ACCORDANCE WITH THE SPECIFICATIONS.
\\ _ _ - ` I I \\ `^ _ _ _\ 5. TEMPORARY GROUND COVER MUST BE PROVIDED FOR WITHIN 5 DAYS OF
_
---\\ /- ,, ���� _-------- \� ANY PHASE OF GRAD/NG. PROJECT NO.: 2015.32
%I // / \ I I I S / \ ♦ \ \ \ \ ----- - \
I 1 / \ \ \ 15788 s� / / / , _ _ _ _ _ _ 6. ALL LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA SCALE: 1"=60'
\ / / \ / \ \ i_ \ \ \ \ ♦\ \ \ \ INSPECTOR.
_ DRAWN BY: CLR
SE)p
_ - - - - _ _ _ _ Z TURBIDITY MEASUREMENTS ARE REQUIRED TO MEASURE CLARITY OF
BA SIN EFFLUENT AND ANY POTENTIAL IMPACT TO RECE/V/NG WATERS AT
i'i=���� /> > \ CHECKED BY: MSL
k _ , / � �� _ _ _ _ � � � \ \ _ _ / _ _ _ _ / / , (� � \ THE TIME OF RAINFALL -TRIGGERED INSPECTIONS. READ/NGS MUST BE
! _ _ / 106 \ _ CB -8 / / / 27150
_7J091 -1,F_
(v / � / \ � _ � � \ COLLECTED AT THE BASIN OUTFALL (TO MEASURE CLARITY OF BASIN
\ I 73091 �1= _ _ _ - _ _ _ - _ / / / / / l l \ EFFLUENT), UPSTREAM OF THE DISCHARGE PO/NT TO MEASURE BASEL/NE
000 I T b_ _�S_ _ ` \ \ \ \ \ - ` - - �_ _ _ / / l l / I l l / - \ \ \ \ CONDITIONS) AND DOWNSTREAM OF THE DISCHARGE PO/NT (TO MEASURE
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING / / ' / \ \ / / / /
-o* /-_ _ _ _ �� - - / / l I 1 I\ \ \ \ STREAM IMPACTS OF BASIN EFFLUENT). THE RESULTS MUST BE LOGGED /N
APPROPRIATE PARTIES AND ASSURING THAT EXISTING - 77-1E INSPECT70N REPORTS.
•
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. SEE SHEET CZ.S
• 2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
0
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
n 4).
SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's OW.
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
0111 before you dig.
60 0 30 GRAPHIC SCALE 240 I SHEET NO:
60 120
( IN FEET )
1 inch = 60 ft.
C2.4

SEE
Iry
/ / ' I - - - STONE OUTLET / \
b"KI MER SEDT ENT BASIN #8 (TYP) /� \
\CLDSM30.02A - _ �)
DISTURBED AREA: 4.71 AC
DRAINAGEAREA 5.56AC S%
BOTTOM EL.: 625.00
�`\ \ \ N TOP EL.. 630.00
/ \� \\�\ \\ \ �/ / l / I Ni- / SPILL WAYEL.: 628.00 _
/' /� - ` \ \\\ ` \ \ \� / 1 \ DEPTK 2 FT _ ,
/�\\ \(' \ I SKIMMER INVIN• 626.00 / / /' / l \ \ _ CHAIN LINK FENCE
II \V\,\
\\\\1 \ ^I 1 \\ SKIMMER I OVT,. 625.©0 / / / - - \ \ / (TYP.) X\'
\ \\\\ `\111 I I I / / 1 / / / r , / \\ \ / \
\\1 \\I /
\\\\1\ \\111\\1\ 11I I II 1 1 HIGH HAZARD TEMP.
\1 A \\VI V� I SILT FENCE (TYP.) I
I I ' 1 CLDSM 30.068
111\\ \\11 -
11
I �\ I I I I 1 = FES
\\1 ✓
IIII II I A VA\111VA1111v\III\�
IIII III I / � \\
'COIR MESH BAFFN\\\\0\ ELS
(TYP.)
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II I I \ \ \\1\ 111\\
Dce-1
i ✓) I I F\
I - I
\ /
/, �TEMP. SILT DITCH (TYP.) � 16514 S.Ft
-
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CLDSM 30.05 1 , I 1 _ 1538 S.
/
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1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
Q 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's n OW. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
0111 before you dig.
- TREE PROTECT/ON FENCE/BARRICADES MUST MEET OR EXCEED TREE
ORDINANCE STANDARDS.
• TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE
ANY DEMOLITION/CLEARING/GRADING/CONSTRUCTION, AND NOT
REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY STAFF.
-NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS,
TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING
ACTIVITY ALLOWED IN TREE SAVE AREAS.
• VIOLA 170NS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT
TO FINES, AND/OR IMMEDIATE CORRECTIVE ACTION/M/T/GAPON.
-ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE
AND REMOVAL MUST BE APPROVED BY THE CITY ARBORIST (704)
336-4262.
1. ALL "STD. "NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT
FROM THE ZONING ADMINISTRATOR
J. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN /S A
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
/ i6
-CSC.
-CJLV--IN
ROCK DOUGHNUT
\/ r '� INLET PROTECTION (TYP.) - -
/----------------------
/
-----------
IN 61'10
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TREE PROTECTION
TYP. J---
EX. BUFFER
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IIII \
/ 1
.000'
0000 0000,
/ /
0000
/, / / / / / / / / / /
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/ ' ' / / \\\ \ \ I \ \loor
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN /S A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE
AND /S SUBJECT TO A FINE.
5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3: 1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT /N ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
7. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM
THE LAST LAND -DISTURBING ACTIVITY.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2.• 1. FILL SLOPES
GREATER THAN 10'REQUIRE ADEQUATE TERRACING [CLDSM#30.16].
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING
EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
9. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF
WAY MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING.
60
"0_SCHAPEL ROAD
WWI,
PHASE ' I
PAW VILLAGE RD
/_85
I VICINITYMAP I
N.T.S.
LEGEND
TEMPORARY DIVERSION DITCH +- +- +- +-
STABILIZED CONSTRUCTION ENTRANCE
LIMITS OF DISTURBED AREA ■ ■ ■ ■ ■ ■ ■ ■
SILT FENCE
COIR MESH BAFFLES
CM
ROCK DOUGHNUT
INLET PROTECTION
N
HARDWARE CLOTH & GRAVEL
INLET PROTECTION
c)
z
SILT FENCE STONE OUTLET
ROCK CHECK DAM
LUn�
TREE PROTECTION FENCING
CHAIN LINK FENCE
GENERAL NOTES.
1. TOTAL ACREAGE _ ±92.967 ACRES
2. DISTURBED AREA = ±55.20 ACRES
J. BOUNDARY AND TOPOGRAPHICAL SURVEY PROVIDED BY.•
JASON LEE WYLIE-PROFESSIONAL LAND SURVEYOR
501 FORNEY AVENUE
LINCOLNTON, NC 28092
4. SEE SHEET C3.0, C3.1 FOR EROSION CONTROL DETAILS.
5. THE PLAN APPROVAL /S BASED UPON THE EXISTING SITE CONDITIONS.
ADDITIONAL MEASURES MAY BE REQUIRED IF THE PROPOSED MEASURES
CANNOT FUNCTION AS INTENDED.
CONSTRUCTION SEQUENCE:
1. OBTAIN GRAD/NG/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF
CHARLOTTE ENGINEERING DEPARTMENT.
2. SET UP A ON-SITE PRE -CONSTRUCTION CONFERENCE WITH EROS/ON CONTROL
INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROS/ON CONTROL
MEASURES. FA/LURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY
LAND DISTURBING ACTIVITY /S A VIOLATION OF CHAPTER 17 OF THE CITY CODE
AND /S SUBJECT TO FINE.
J. INSTALL SILT FENCE, INLET PROTECT/ON, 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 PERM/ T AND CLEARING AND GRUBBING MA Y 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.
�7Y�13/�t�#Ti/�h7L1:/�h7LG/i 3:�iI/I�IaiC�)�h�IL�T:/�iZH:7►�7�
& COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
EROSION CONTROL MEASURE.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED /N ACCORDANCE
WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
U. S DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,
AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
MAINTENANCE PLAN.
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
STABILITY AND OPERATION EACH WEEK AND FOLLOWING EACH RAINFALL.
2. SEDIMENT IS TO BE REMOVED FROM THE ROCK DAMS AND BASINS WHEN
STORAGE CAPACITY REACHES 509 GRAVEL IS TO BE CLEANED AND/OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
J. SEDIMENT /S TO BE REMOVED FROM SILT FENCE WHEN /T BECOMES
APPROX/MA TEL Y 0.5' DEEP A T THE FENCE. THE SIL T FENCE WILL BE REPAIRED
AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED AS
NEEDED /N ACCORDANCE WITH THE SPECIFICATIONS
5. TEMPORARY GROUND COVER MUST BE PROVIDED FOR WITH/N 5 DAYS OF ANY
PHASE OF GRADING.
6. ALL LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA
INSPECTOR.
7. TURBIDITY MEASUREMENTS ARE REQUIRED TO MEASURE CLARITY OF BASIN
EFFLUENT AND ANY POTENTIAL IMPACT TO RECEIVING WATERS AT THE TIME OF
RAINFALL -TRIGGERED INSPECT/ONS. READINGS MUST BE COLLECTED AT THE BASIN
OUTFALL (TO MEASURE CLARITY OF BASIN EFFLUENT), UPSTREAM OF THE
DISCHARGE POINT (TO MEASURE BASELINE CONDITIONS) AND DOWNSTREAM OF
THE DISCHARGE POINT (TO MEASURE STREAM IMPACTS OF BASIN EFFLUENT). THE
RESULTS MUST BE LOGGED /N THE INSPECTION REPORTS.
GRAPHIC SCALE
L WIE___I�l
LA �17/`v1HlAM �WAL "ERS
ENGINEERING, INC
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
JULY 28, 2016
DATE
Lys
E
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
REVISIONS
REV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
PROJECT NO.: 2015.32
SCALE: V=60'
DRAWN BY: CLR
CHECKED BY: MSL
0 30 60 120 240 ' SHEET NO:
( IN FEET )
1 inch = 60 ft.
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REVISIONS
REV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
PROJECT NO.: 2015.32
SCALE: V=60'
DRAWN BY: CLR
CHECKED BY: MSL
0 30 60 120 240 ' SHEET NO:
( IN FEET )
1 inch = 60 ft.
C2.5

bit
WOVEN FILTER FABRIC
0
N
6' MAX.
GENERAL NOTES:
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.
J. TURN SILT FENCE UP SLOPE AT ENDS.
4. 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.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62,4 NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE_ INCLUDES CHARLOTTE ETJ
STEEL POST
z FILTER FABRIC
J�
`ate a FLOW
4"
MAINTENANCE NOTES:
1. FILTER BARRIERS 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. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO
THE EXISTING GRADE, PREPARED AND SEEDED.
TEMPORARY SILT FENCE
NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE AND RAILROAD 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 A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS
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 WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING GROUND
Z
m
00
SOIL STABILIZATION FABRIC
UNDER #5 WASHED STONE
NOT TO SCALE
PUBLIC STREET
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NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE STD. NQ. REV
CHARtMTE. INCLUDES CHARLOTTE ETJ 130.11 A 112
SEE APPROVED
PRESERVATION F
REQUIRED RADIU
OF TREE BARRIE
PLAN VIEW OF ROOT ZONE
ONE FOC
INCH OF
OR 1/2
FOR PRUNING SEE WHICHEVI
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
DEAD TREES AND SCRUB OR Ut
GROWTH SHALL BE CUT FLUSH
ADJACENT GRADE. NO GRUBBIN
ALLOWED UNDER DRIP LINE.
2"x4" STANDARDS + 1"x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CtURtMU INCLUDES CHARLOTTE ETJ
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 REGARDING TREE PROTECTION.
TREE PROTECTION DETAIL
RK MULCH, PLACE BARK
i AT AREAS NOT
:CTED BY BARRIER.
FOR LATE WINTER AND
SOIL AMENDMENTS:
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY Z 000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
REMOVAL FROM INLNLET\\�
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
MULCH:
RYE (GRAIN) - 120 LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION
TOOL
OF TEMPORARY COVER IS NOT TO EXTEND
3-69
BEYOND JUNE)
MAINTENANCE:
300'
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES:
EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4: 11
FOR SUMMER:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
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
TOOL
SEEDING DATES:
MAY 1 - AUG. 15
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
MULCH:
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
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
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 SECT/ON 6. 11 AND
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
•
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
TEMPORARY SEEDING SCHEDULE
T. N. R
CHARIATTE_
INCLUDES CHARLOTTE ETJ
30.17 19,,
• CITY OF CHARLOTTE
h LAND DEVELOPMENT STANDARDS
CHARLMTE. INCLUDES CHARLOTTE ETJ
GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE INLET
2. DRIVE 5 -FOOT STEEL POSTS 2
FEET INTO THE GROUND SURROUNDING
THE INLET. SPACE POSTS EVENLY
AROUND THE PERIMETER OF THE INLET,
A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE THE
WIRE MESH TO THE STEEL POSTS AT
THE TOP, MIDDLE, AND BOTTOM.
PLACING A 2 -FOOT FLAP OF THE WIRE
MESH UNDER THE GRAVEL FOR
ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE WITH
A HEIGHT OF 16 INCHES AROUND THE
WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY
AND STABILIZED IT WITH GROUNDCOVER.
NOTES:
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
J. 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
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS
AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
GRATE
--**
1" REBAR FOR BAG ­
STEEP SLOPES 2.1
REMOVAL FROM INLNLET\\�
J. 1
FILTER BAG �� DEFLECTOR REQUIRED WHEN USED ON
EXISTING MAINTAINED STREETS.
DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT
IT WILL NOT COMPLETELY OBSTRUCT STORM
WATER FLOW FROM ENTERING VA THE CURB
OPENING. ENSURE NO MORE THAN 259 OF
CURB OPENING IS OBSTRUCTED.
CATCH BASIN -v
OUTLET
<li
INSTALLATION
NOT TO SCALE
CATCH BASIN INLET PROTECTI0N
NCDOT 115 OR #5.
WASHED STONI
NCDOT //5 OR 115
WASHED SION
•
STD. N0. REV.CITY OF CHARLOTTE
40.02 , LAND DEVELOPMENT STANDARDS
aLAPJMTE- INCLUDES CHARLOTTE ETJ
30.15113
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
?E
'ENINGS)
NOT TO SCALE
30.09 1 1
SEEDING SCHEDULE & NOTES,
UPDATED 10/19/11
SEEDBED PREPARATION NOTES
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED
PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8".
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT
AND MAINTENANCE OF VEGETATION.
4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS
WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT
KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW.
APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL.
5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF
NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING
TO SEEDING SPECIFICATIONS BELOW.
6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1.
7. SEE TABLE BELOW FOR STABILIZATION TIMEFRAMES FOR VARIOUS
DISTURBED CONDITIONS.
PERMANENT SEEDING SPECIFICATIONS - PS
LOW MAINTENANCE AREAS
STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS
DATES TYPE RATE
AUG. 25 - SEPT. 15 TALL FESCUE 100 LB/ACRE
FEB. 15 - MAR. 21 SERICEA LESPEDEZA 30 LB/ACRE
KOBE LESPEDEZA 10 LB/ACRE
GENTLE SLOPES, AVERAGE SOILS
DATES TYPE RATE
AUG. 25 - SEPT. 15 TALL FESCUE 80 LB/ACRE
FEB. 15 - MAR. 21 SERICEA LESPEDEZA 20 LB/ACRE
KOBE LESPEDEZA 10 LB/ACRE
HIGH MAINTENANCE AREAS
GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES
DATES TYPE RATE
AUG. 25 - SEPT. 15 BLEND OF TWO TURF -TYPE 200 - 250 LB/ACRE
TALL FESCUES (90%) AND
TWO OR MORE KENTUCKY
BLUEGRASS VARIETIES (10%)
GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS
DATES TYPE RATE
AUG. 25 - SEPT. 15 BLEND OF 50% KY -31 TALL 200 - 250 LB/ACRE
FESCUE AND 50% MIXTURE
OF TWO OR MORE TURF TYPE
TALL FESCUES
GRASS -LINED CHANNELS, AVERAGE SOILS
DATES TYPE RATE
AUG. 25 - OCT. TALL FESCUE 200 LB/ACRE OR
4 - 5 LB/1000 SF
GRASS -LINED CHANNELS, DRY SOILS
DATES TYPE RATE
APRIL 15 - JUNE 30 COMMON BERMUDA GRASS 40 - 80 LB/ACRE OR
1 - 2 LB/1000 SF
AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND
AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER.
DRY SOIL, GRASS -LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND
AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER.
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW.
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH
ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH.
W A%
LE
LA THAM-
WALlERS
ENGl LeRJLNG,J7DC.
N.C. CORP. LIC. C-1 81 5
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
���111111111////
\A CAR00.
°
SEAL 8Aiow -
17646 0 =
I//lo
0* Q
,*°°°°°° �P\�,�
L L S.
////111111����
TEMPORARY SEEDING SPECIFICATIONS - TS
JULY 28, 2016
DATES TYPE RATE AMENDMENTS DATE
JAN. 1 - MAY 1 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND
FEB. 15 - MAR. 21 ANNUAL LESPEDEZA 50 LB/ACRE AGRICULTURAL LIME -
OR LOBE STONE AND 750 LB/
ACRE OF 10-10-10
FERTILIZER
DATES TYPE RATE AMENDMENTS
MAY 1 - AUG. 15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND
AGRICULTURAL LIME-
STONE AND 750 LB/
ACRE OF 10-10-10
FERTILIZER _
DATES TYPE RATE AMENDMENTS I -10
1 � � m� -
AUG. 15 - DEC. 30 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND
AGRICULTURAL LIME-
STONE AND 1000 LB/ LGI HOMES -NC, LLC
ACRE OF 10-10-10
FERTILIZER
3037 SHERMAN DRIVE
LANCASTER, SC 29720
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. PHONE: [phone]
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH [e-mail]
ANCHORING TOOL.
GRADED SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS
SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES.
SPACING GUIDE FOR SLOPE BREAKS
SLOPE
SPACING (FT.)
STEEP SLOPES 2.1
20'
J. 1
35'
4:1
45'
LONG SLOPES 15-259
50'
10-159
80'
6-109
125'
3-69
200'
<39
300'
PER NCDENR NCESCM CHAPTER 6.02, TABLE 6.02a
TEMPORARY SEEDING MAINTENANCE: RESEED AND MULCH ALL AREAS
WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS.
DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
PERMANENT SEEDING MAINTENANCE: GRASS MUST BE MOWN TO
REDUCE COMPETITIVENESS WITH PERMANENT OR LONG TERM
VEGETATION. RE -SEEDING SHALL BE PROVIDED AS NEEDED TO
ENSURE ADEQUATE GROUND -COVER.
MATERIAL FROM
NOTE: SEED TEMPORARY DIVERSIONS IMMEDIA TEL Y AFTER CONSTRUCTION.
1 E IYI r ORA -I\\ Y DIVERSION SION JUIJl TCJL JL JL1/ETA1 L
N.T.S.
SILT FENCE
CROSS SECTION
CLASS B STONE
WOVEN FILTER FABI
w
N.T.S.
FRONT VIEW
LCE
REVISIONS
PROJECT NO.: 2015.32
SCALE: N.T.S.
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
C3.0
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
❑
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
<__X
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN J. 1
7 DAYS
IF SLOPES ARE 10' OR LESS /N LENGTH AND ARE NOT
STEEPER THAN 2.-1, 14 DAYS ARE ALLOWED.
SLOPES J. 1 OR FLATTER 1
14 DAYS 17
DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
C�
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4: 11
14 DAYS I
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
MATERIAL FROM
NOTE: SEED TEMPORARY DIVERSIONS IMMEDIA TEL Y AFTER CONSTRUCTION.
1 E IYI r ORA -I\\ Y DIVERSION SION JUIJl TCJL JL JL1/ETA1 L
N.T.S.
SILT FENCE
CROSS SECTION
CLASS B STONE
WOVEN FILTER FABI
w
N.T.S.
FRONT VIEW
LCE
REVISIONS
PROJECT NO.: 2015.32
SCALE: N.T.S.
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
C3.0

PVC END CAP
END VIEW
PERSPECTIVE VIEW
r- PVC ELBOW
PVC END CAP
PVC PIPE
1/2" HOLES IN
UNDERSIDE
FLEXIBLE
HOSE
WATER SURFACE n
PVC VENT
PIPE
"C" ENCLOSURE
TFR ENTRY UNIT
15
x
NG�NM�� 5 PVC TEE
�E c
SCHEDULE 40
e PVC PIPE
FRONT VIEW
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000.
!-l" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SKIMMER
CtURLOTTE. INCLUDES CHARLOTTE ETJ
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
4'-0" MAX. SPACING
(TYPICAL)
NOT TO SCALE
RM �
X�
\X_ X/
5' STEEL
FL
8" X 6" TRENCH
BACKFILL AND COMPAC
FENCE AND FABRIC
BURIED IN TRENCH
• CITY OF CHARLOTTE
T N REV.. LAND DEVELOPMENT STANDARDS
30.028 12 CHARLOTUE. INCLUDES CHARLOTTE ETJ
DRSKIMMER
RIEEAAGE
ACRES
DENUDED
(ACRES)
010
NOTES.-
OTES:SKIMMER
1
01
(FEET)
SKIMMERSEDIMENT
BASIN
II iji i//,�
(FEET)
• � Il Iii' �/ Ij�
%j� I/ �� ill 1✓Iy'alr�'• �"_,•,
DESIGN
110.
0.
15.2
6048
/�i• t�ii�i1�
1;'-•.';t:Y•��, �
9122
,:.,'►•�.�,
IIS%i%%��/
I �
DRAINAGE
4
4'-0" MAX. SPACING
(TYPICAL)
NOT TO SCALE
RM �
X�
\X_ X/
5' STEEL
FL
8" X 6" TRENCH
BACKFILL AND COMPAC
FENCE AND FABRIC
BURIED IN TRENCH
• CITY OF CHARLOTTE
T N REV.. LAND DEVELOPMENT STANDARDS
30.028 12 CHARLOTUE. INCLUDES CHARLOTTE ETJ
INFLOW BAFFLES
DEWATERING
ZONE
1' FREEBOARD W=5' MIN.
6" MAX. DEPTH OF FLOW EMBANKMENT
OVER EMERGENCY SPILLWAY
Z=5' MAX. -.---I
- - I
FILTER FABRIC CLEANOUT SKIMMER ARM��
DEPTH LENGTH =
(HI I' SEDIMENT H x 1.5 ANTI -SEEP
DATA BLOCK STORAGE (MIN. 5) COLLAR
NOT TO SCALE
ASIN DRREAAGE DENUDED
010 REQUIRED VOLUME BASIN PROVIDED EQUIREDRFAPROVID D DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) SKPIPEER SKIM
(ACRES) (ACRES) (CUBIC FT.) (CUBIC FT.) (SQ FT.) (SQ FT.) H/2 DIAMETER DIAME
SEE BELOW
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CIIARIAITE. INCLUDES CHARLOTTE ETJ
SKIMMER SEDIMENT BASIN
BASIN
DRSKIMMER
RIEEAAGE
ACRES
DENUDED
(ACRES)
010
NOTES.-
OTES:SKIMMER
EPTHN (FT.)
H/2
(FEET)
SKIMMERSEDIMENT
BASIN
(FEET)
(FEET)
SKP PEIMMER ORIFICE
DIAMETER DIAMETER
1
DESIGN
CRITERIA
15.2
6048
1.
REFER TO
NCESCPDM
9122
1
DRAINAGE
4
10
2
5
SECTION 16.64
AREA
< 10 AC.
5.21
EMBANKMENT
16.5
FOR ADDITIONAL
(ACRES)
2766
4281
LENGTH
2
DESIGN
10
2
5
2
1.6
SPECIFICATIONS
REGARDING
9.78
4.09
MIN.
7362
16468
10055
10360
SKIMMER
LENGTH TO
2.1
INFLOW
2
5
SEDIMENT BASINS.
WIDTH RATIO
4
3.70
10
11.7
6660
10528
3804
6593
MIN. _ _
2.
REFER TO STD.
#30.19 FOR
10
2
MAX
2
2
5
3.98
BAFFLE SPACING
LENGTH TO
6.1
10605
4092
8184
AND INSTALLATION
WIDTH RATIO
4
10
2
5
2
2
6
8.41
SKIMMER
DEWATERING
J.
SKIMMER INVERT
ELEVATION =
30091
8646
MIN.
1800
AVERAGE- AREA*
DEVICE
12
BASIN BOTTOM +
VOLUME
(CU. FT
WIDTH LENGTH
EMERGENCY
7.55
1' MIN.
REQUIRED
PER AC.
22989
7762
13576
1
2
DISTURBED)
• AREA OF BASIN WATER
SPILLWAY
4.
H = SPILLWAY
2.8
8
SURFACE AT TOP OF PR/MARY
SPILLWAY
N/A
L
17.6
ELEVATION -
35778
5716
13962
325
2
4
10
SKIMMER INVERT
SURFACE
(SQ, FT.
1 3
9
2.88
ELEVATION
AREA
PER CFS
7671
2961
4662
1
REQUIRED
010)
CROSS-SECTION VIEW
BAFFLES
5
2
INFLOW BAFFLES
DEWATERING
ZONE
1' FREEBOARD W=5' MIN.
6" MAX. DEPTH OF FLOW EMBANKMENT
OVER EMERGENCY SPILLWAY
Z=5' MAX. -.---I
- - I
FILTER FABRIC CLEANOUT SKIMMER ARM��
DEPTH LENGTH =
(HI I' SEDIMENT H x 1.5 ANTI -SEEP
DATA BLOCK STORAGE (MIN. 5) COLLAR
NOT TO SCALE
ASIN DRREAAGE DENUDED
010 REQUIRED VOLUME BASIN PROVIDED EQUIREDRFAPROVID D DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) SKPIPEER SKIM
(ACRES) (ACRES) (CUBIC FT.) (CUBIC FT.) (SQ FT.) (SQ FT.) H/2 DIAMETER DIAME
SEE BELOW
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CIIARIAITE. INCLUDES CHARLOTTE ETJ
SKIMMER SEDIMENT BASIN
BASIN
DRSKIMMER
RIEEAAGE
ACRES
DENUDED
(ACRES)
010
REQUIREID VOLUME
PROVIDED
(CUBIC FT.) (CUBIC FT.)
BASIN
REQUIREDRFAPROVIDED
SQ FT. SQ FT.
EPTHN (FT.)
H/2
(FEET)
(FEET)
(FEET)
(FEET)
(FEET)
SKP PEIMMER ORIFICE
DIAMETER DIAMETER
1
4.81
3.36
15.2
6048
14244
4945
9122
1
2
4
10
2
5
2
2.2
2
5.21
3.90
16.5
2448
6524
2766
4281
1
2
4
10
2
5
2
1.6
3
9.78
4.09
30.9
7362
16468
10055
10360
1
2 1
4
10 1
2
5
1 3
2.5
4
3.70
3.70
11.7
6660
10528
3804
6593
1
2
4
10
2
5
2
2
5
3.98
3.64
12.6
6552
10605
4092
8184
1
2
4
10
2
5
2
2
6
8.41
8.20
26.6
14760
30091
8646
13165
1
2
4
12
2
5
2
2
7
7.55
7.34
23.9
13212
22989
7762
13576
1
2
4
12
2
5
3
2.8
8
5.56
4.71
17.6
8478
35778
5716
13962
1
2
4
10
2
5
3
1 3
9
2.88
2.88
9.1
5184
7671
2961
4662
1
2
4
10
2
5
2
1.9
10
4.29
4.29
13.6
7722
11258
4410
6704
1
2
4
10
2
5
2
2
11
3.12
2.56
9.9
4608
5504
3207
3207
1
2
4
10
2
5
2
1.6
12
3.00
3.00
9.5
5400
5844
3084
6169
1
2
4
10
2
5
2
1.6
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 RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
00
GENERAL NOTES:
1. DRIVE 5' STEEL POST AT LEAST
24" INTO SOLID GROUND.
2. USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS 10:
4. THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED.
5. REFER TO NCESCPDM SEC77ON
//6.65 FOR ADDIT70NAL
SPECIFIA TIONS.
b
I
M
0
I
N
BAFFLE INSTALLATION
OUTLET
La
W1
W2
'T
H
HW-CULV
16'
7.5'
18.5'
13.5"
1.7'
FES -C
10'
3.75'
11.25'
10"
0.8'
FES -E
16'
7.5'
18.5'
13.5"
1.7'
FES -L
10'
3.75'
11.25'
10"
0.8'
d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax a 1.5 x d50
T% 1.5 X dmax.
T(min.)-10"
• CITY OF CHARLOTTE
STD. N0. REV._ LAND DEVELOPMENT STANDARDS
30.02A 13 CHARLOTTE. INCLUDES CHARLOTTE ETJ
0
NOT TO SCALE
PLAN
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
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 BE REQUIRED.
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 STABLE 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.
• CITY OF CHARLOTTE
STD. NO. I REV. LAND DEVELOPMENT STANDARDS
30.191 1 INCLUDES CHARLOTTE ETJ
ELEVATION
NATURAL GRADE
RIP RAP
H �I I� £
T (THICKNESS) -10' MIN.
NOTE: LAYER OF nLTER FABRIC
MINIMUM H-2/3 PIPE DIAMETER
SECTION 13-
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM STD. N0. R
20.23 7
MIN.
I
RIP RAP APRONS DISCHARGING FROM SAND FILTERS
SAND FILTER #
La
W1
W2
*T
H
2
9.0'
10.5'
3.75'
21 "
2'
1, 4, 5, 9, 10
11.0'
12.5'
4.5'
21 "
2'
3,6
13.0'
15.0
6.0'
21 "
2'
7, 8
17.0'
19.5'
7.5'
21 "
2'
o
ISOMETRIC VIEW
OF
WENT
GENERAL NOTES -SEDIMENT BASINS
STAKE
CROSS SECTION
VEE DITCH
GENERAL NOTES.-
1.
OTES:1. USE MINIMUM 12 INCH DIAMETER FIBER WATTLE.
2. USE 2 FT. WOODEN STAKES WITH A 2 /N. X 2 IN. NOMINAL CROSS SECTION
J. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
5. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE
NOT LESS THAN 12" IN LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE NCDOT STANDARD
SPECIFICATIONS.
8. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM
FLOCCULANT TO BE APPLIED TO EACH WATTLE.
9. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE
WHERE WATER WILL FLOW AND 1 OUNCE ON MATTING ON EACH SIDE OF WATTLE.
REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
GROUND PAM (2 OZ.)
AW (I OZ)
SfAKESJ SfMlE5
PAW (1 OZ)
INSET A MISE! B XSET C
CROSS SECTION
TRAPEZOIDAL DITCH
APPROVED DATE: 07/2010
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS
STORAGE AREA
FOREBAY
GROUND
FLOW
NOT TO SCALE
TEMPORARY WATTLE CHECK DAM
WITH MATTING AND OPTIONAL PAMT . NO. I RLI.
30.1 OC
2' MIN.
CLASS II
RIPRAP
z
�1 N
FILTER FABRIC
CUT-OFF TRENCH
R O CK COFFER FOR EBA Y
N.T.S.
El
LA THAM- WA L71ERS
ENG_1TNEER, 1NG� JTNCC
N.C. CORP. LIC. C-1 81 5
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
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JULY 28, 2016
DATE
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
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REVISIONS
PROJECT NO.: 2015.32
SCALE: N.T.S.
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
■

01
FLOODWAY LEGEND
FUTURE CONDITIONS FLOOD FRINGE LINE (FCFFL)
FEMA FLOOD FRINGE LINE (FFFL)
COMMUNITY ENCROACHMENT LINE (CEL)
FEMA FLOODWAY ENCROACHMENT LINE (FFFL)
• TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE
ORDINANCE STANDARDS
TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE
ANY DEMOLI TION/CLEARING/GRADING/CONSTRUCTION, AND NOT REMOVED
UN77L AFTER AN INSPECTION BY URBAN FORESTRY STAFF.
-NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS,
�\
NOTES:
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY
POLES ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED
AT THE EXPENSE OF THE APPLICANT
2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF
AREA SINCE SEPTEMBER 1978 WILL RE DIRE STORM DRAINAGE
MOORES CHAPEL ROAD
Wl-
pAWTuCKELATHIAM WALTERS
ROAD ENGINEERING, INC.
TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY IMPERVIOUS DETENTION. N.C. CORP. LIC. C-181 5
ALLOWED IN TREE SAVE AREAS ��� �= 16507-A NORTHCROSS DRIVE
J. TREES WITHIN THE STREET RIGHT OF WAY ARE PROTECTED BY LAW. E CB -59 �Lo HUNTERSVILLE N.C. 28078
CHAIN LINK FENCE (TYP.) • WOLA77ONS OF THE TREE PR07EC77ON REQUIREMENTS ARE SUBJECT TO A PERMIT IS REQUIRED FROM THE CITY ARBORIST AT [phone] y '
- / FINES, AND/OR IMMEDIATE CORREC77VE AC770N/Ml77GATION. + �, PHONE: [phone]
PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY TREES. ALL TREES OVER
8" IN DIAMETER AS MEASURED 4.5' ABOVE GROUND AND LOCATED WITHIN PHASE I FAX: [phone]
\� • ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND G� PAW VILLAGE RD
REMOVAL MUST BE APPROVED BY THE CITY ARBORIST [phone]. THE SETBACK ARE PROTECTED BY LACONTACT LAND DEVELOPMENT PHASE II STgRN
65 W. AT [phone] FOR REQUIRED PERMITS ES
bhp � / -P�y,1 SITE a k \��,��III11///,/
/ / 4. BEFORE YOU DIG STOP. CALL THE NC ONE -CALL CENTER AT \\\`,�N CARO'���
S °°°°
1-800-632-4949. IT'S THE LAW. + �� °°°FESSID' /
o O
o
SEAL -
_
. 7646
WCINITYMAP 0 1� 28/►� z�
°
�Hw 6� �— \ N.T.S. o�o
F \ X0.o.
7 1 INSET %,F�
I6679 F I 4 O �\ ----- -- ... \ /LII
\ / 6 00 S.F.
3CHAIN LINK FENCE (TYP.) I o0 SF I / 8 I \ 33\ \
600o s F I 3 I \
\ V I 6000 1 S.F. 62 S.F. I 4 \\ I I 36 3s ••• •I
6000 S. F.
JI �/ / 6000 S.F I \ �• •: \ \ \ \ \ 1 \ \ ` JULY 28, 2016
PA LAIVE 6000 s 604 s\ O \\ + + + DATE
� \\
"
_
1 —9(B) 15 RCPT v 6434\S
FP
6 73 S.F E EL � \�\ / � � CB-8(B)�� ' *' Oe 18" RCP \ 1 I / I / � I I 60b3 S.
(l \ �$ \ \ / I / / ±613.4 s, \
550 . F + +
� � I / ±613.4 I
\�\ 6202 S.F. � I s8 I y 9 \ R t+' r E
6000 S.F. oo s.F. /I I \ — / c I 1 / —� I —
\ I I 5000S.F. I I 61 I O \ I I / / / / /
( S F. 62 \ l I /
\ / / / } I ✓ / / 60 0 .F. 60 0 •f••;, •••••• O \ < / DI -3(B) / / / l I l I 15850 SFI I I FPE ELEV.- v
6664 .F. / I I :•5�::• 65 I "RCP LGI HOMES -NC, LLC
3037 SHERMAN \� \ ` \ � / / / � I '.'�.. �.:..•� •.•....•.•.•... • �bd0 S. F 6 7 S. f\ CB -3(B) 1 � I � / � cn
\ \ • 600 SF. l I / I 111 I A �` LANCASTER, SC 22 9720
RIVE
49 \ � ss � / \ I✓ � � / -' FPE EL�V.•
I _T 13.4 / PHONE: [phone]
6 6 F\ \ \ \2S.F/ ICB-12
[e-mail]6
I .. .. ..
� i VI
r-.
SDMH— I
_ o �
\ � I �
78 F h 6404 _ /� LAR y0 I I \ CB -10(A) CB-11(A) I 0 S F
.FES B 6 F I 15" RCPCIO —
DC8-2 F) \� / / / �� �j ° L ^ ,
\ \
'585
�
/ tri v J %�
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1 \
\898 / �_ z
\ \
8252 5I �� � 6000 S. I \ \ l
\ \ — —� L \ I I \ \ \ \ ��o \ 1 Y I / mos
\ � 6o2S I I \ \ \ 1� I � � = w
J.00I—
/—
\ 8252
C14.0 FOR BUFFER
/ 0
ZONES AND FLOOD WAY / I I / + _ ry 4e
CROSS SECTIONS.
/ 11CO
Q'�L"7 <
11 l
U LL
I.T•'• : •'• :..:'.:•.:• •.'.:•.• • • \ �� \ � � I I I /
v CA 5;x
CD
\ FPE ELEV I V \ +
/ / •• C• \ \±608.0 CB -6(D) \ / / CB -7(A ` + II II W Z
0
EX. WETLANDS (TYP.) 0
Lij
•'a•' �\ \ \ / I 67s� \ \ P DCB -4(D) \ / 22 \ \� I + ` W (D
\ \i F.
/ �\ 5+ RC \\ I 11 \ / a-
` 6 8 S.
\ 1 0 �.
••.ti'.:... \ \ WCB-5(D F.
�_ � \
•:�:•.•:•.•::::•.•:•.::.•:.•: �;.• \ \ \ \ / / / PAW CREW_ `� 1 \ �� \ECFV.' \ \ nq J 5850 S.F. 585 S. . I 16 / //CB -2 A) jC"R�p 3�" RCP FES (A) SA D I \
71 ` +608 o
\ \ /
PROP. RETAINING WALL � - � 24"RCP � _ • � � � I ' _ I \ /
FFE ELEV
608.
/ I Q
APPROXIMATE a \ \ `\ \ ��\� e -1(D) PA \ 5850 SF \ 1 _
l LOCATION OF / l / E \ FP� ELEV. jAG O Ice s A 's" R_30/ I
EX. POND I I S FF \ \ F. \ ±60 .2 D E n ^ O ca "ROP \ j\ \ \ I
� II � � � � � / I �- � �` � � � PE ELEV.• � � � I ) \
ce-4
ce-s(A)
ELEV. �°- 10
� REVISIONS
(n) �
74 \ �PE \ I
m
EXISTING WETLAND � I '`' �\ � � �• • • •
TYPICAL�y �s (D) q 733�I s.F +
+ REV. 1 - 04/19/16
/ ••• J I / S 4 s. F. \76\ \I I J REVISED PER CITY OF CHARLOTTE
. ••••'•'� I / / 099 S.F. / I p
• •••• • •.� I / / / I I + + CIS COMMENTS
s
� ... / I I 1 � / / r II II SS —,,E►� ��— w — � —� —fi SS � �,
f.. ..... .. ... � cn
1 / • •..:::: �/ / S _ s s --� — AD EXT Dce-2(c
X.
SS PROP. BRIDGE
_
.•:�r�.•:.•:.��:.::...:.•.::.•; ,.::.: I I S `
..... .... ... .
/ I s DESIGN BY KCI ASSOC. OF NC
Sl I + \ 40 CONSTRUCTION BY BRIDGE
CONTRACTOR � � I
�/ T ►�
�� :r'�.�•�
,RCP I L0 S
i
�CFFL / 2k I �
'• ::..• \ \ \ \\ PAW REE
..
o
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0
SEE SHEET C4.1
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
• 0 USING TO THEFPUBLC ETC., AS NECESSARY TO INSURE SAFETY SEE SHEET.., C5 0 FOR DRAINAGE SCHEDULE
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO AND SHEET C4.1, C4.2 FOR GRADING NOTES
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
Q 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's n OW. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
0111 before you dig.
(DESIGN BY OTHERS)
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
PROJECT NO.: 2015.32
SCALE: 1"=60'
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
240

SEE SHEET C4.0
MOORES CHAPEL ROAD
Gj FES G \ //
WEI
PAWTUCKErr LATHAM WALTEERS
ROAD JE������E���� INC,
C 7� / "fj�� I \ I \ I co 9
I / / �� Q6 �� FILTER \ \ 1` _ I I / \ o�
` \ \ I \ oZ 16507-A NORTHCROSSSDRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
SDMH (G)I 87 ' I �� \ i PHASE l
FAX: [phone]
PAW VILLAGE RD
I �
E EL \ - � PHASE II RN
P� E�
,3
I I f 1.00 SITE / 86 �q
6220 5 / Dl -4(H) - r"c
E S
I S/ O
FLOOD SECTIONS & Asa 9 / Ffs M 1 85 p
ELEVATIONS (TYP.)
o0
600 sF. l / 8 -�' CB -3(H \\ \\ �� V�= WCINITYMAP ° 17646 I� o �`
6000 S 82 / \\� �Ji`�--�./ _ N.T.S. S°
% I / 94 S. F. 6v'
6063 SF -� 78 = o �\ - _ STANDARD NOTES:
80 6'44F
6608 S.F.14 \ \ \ \��_ - 1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
LO CO CB 2 G ., I / I CB -5 H I 0 � JULY 28, 2016
T
QS►' // Ss / Q _ -� / �' 619 s.F �4I 40 I \� I \` 2. ALL ROAD IMPROVEMENTS AT PAW VILLAGE ROAD AND STARNES ROAD ARE TO BE
/ \ j I I 6000 s.F 6000�.F z , COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO DATE
CONSTRUCTION.
4� -. 1 NCB-3�G TI o / I 731 S. I � �- _
- ceLS(G) 1S"RCP . RGP - / o J. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY).
/ I _/ \ i / 6829 s RCP \ I J I 4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. DIRECT VEHICULAR ACCESS TO FROM LOTS IS PROHIBITED. +
- I / / \ / /� DY / 6. IN ROLLING AND HILLY TERRAINS SWEEPING OF THE STONE BASE AND OR
I I �/ l / l 89 q 4 / \ RT T \ \ / APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE
J 6000 S F l - -
/ I I / / ./ I , /_ 4 SDMH-8(H) I \ \ I \ \ / REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD
f J l / ! J \ r / / V N I \� CONDITIONS,
16848 S.
6200 S.F.l zs I 6 \� of 15" RCP CB -f0 H \ 6�0 7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
I II 144 CB-9LH)^ ( \ PROPERTIES WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST - -
6179 S.F. 6000 s.F. \Ise \ I I 1 8 \ / \ / BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS
�6000 S.F.I .' I1 I � 6000 F � I 159 81Zi S.l. � I \ \ � /
CB -7(c) RCP 18. O I I o II I J I \ 8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.59' SLOPE ON THE
-6G cP I 60 CURB. LGI HOMES NC, LLC
, � � �)
9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET 3037 SHERMAN DRIVE
RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. LANCASTER, SC 29720
606 3 -
- I \ \ 1 6889 sF I1 \ 10. CURB AND GUTTER SHOWN ON PLANS ALONG PAW VILLAGE ROAD MAY BE PHONE: [phone]
(�2 53
/ X ` J ��� ) I pro ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM [e-mail]
152 \ \ DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT SDE /S TO PROVIDE STORM
(SDE)
6028
F. l Iso \ ` I I o / B -111(H) \ \ WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY
I `\ \ \ _ ti / / 458 .F I ( / / \ OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE
I \ \\� 1 00 '\ I I 4 �l / / 18644 s.F / / l rag I �- 1 \ ALSO PROHIBITED.
I\ \ / V I� I/ I o I I -
N
12. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN OO
-\\ EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE
000 SMATEMUS
T71 7 s.F CITYS INSPECTOR PRIOR T0 ANY BACKFILL BEINGPLACED BACKFILL RIAL
L \
w N
BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATER/AL
9 S.F. � WITHIN THE PUBLIC TR T RIGH OF- Y. U
E UBL C S EE G 0 A
ce-12(H)/ a X60 \ \ z
13. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL
IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS T w
I I \ \ I 000 s.F 18"RCP ,� 14e,h /( 136 \ \ \ OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. i
s(H) \ 4O 14. ANY BUILDING THIN THE 100+1 STORMWATER ELEVA77ON LINE IS SUBJECT TO �+
\{� WITHE RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION %
301 F.
ORDINANCE, SEC77ON 7.200.8. w O
• 69 .. • 18" RCP ..
' I \ 1I \ - \_ I 95 � . • v � � � \ \
_ 15. ANY CONSTRUCTION OR USE WITHIN THE FU77JRE COND177ONS FLOOD FRINGE LINE
8207 SF
\ I I \ I I I o / �� / I ` I / l l T = \ \ \ IS SUBJECT TO THE RES 7RICTIONS IMPOSED BY THE FLOODWAY REGULA77ONS OF THE � Q
o \ \ \ CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
Q
\ 16. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN S7RUCTURES BUILT ON LOT #'S U
/ 1
6334 F �� 1 0 / Poo / / / ��� J \ \ ??? SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FIN/SHED
GROUND SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND J r
I II \ Ce -7E z6z/ I l 1 4 = \ \ FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS). - X (•/
I I I \ \ 6539 S. F. -1 � ( CB -12 E l l 86 5 S.; ' `
7497 S.F. I J \ ;� 17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY w
ENGINEER PRIOR TO CONSTRUCTION. -
6 9 s.F. �
\ / / 2 \ 18. "AS -BUILT" DRAWINGS AND PLANS OF 77 -IE STORM DRAINAGE SYSTEM, INCLUDING
- DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPEC77ON TO Q
I I 1 I
Ci)I 9 / o/ 166 0 , / !y l / Hf1GHT. t12' THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE w 0 Q
6376 SF / / / / CITY/COUNTYSUBDIVISION ORDINANCE. l 13 W
19. PRIOR TO INSTALLATION PE SEALED SHOP DRAWINGS FOR UNDERGROUND LIJ
I
HEIGHT. t12' I � �I � � � / •�� \ / / � / / � DCB 14 E) RCP DCB -13 E � DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR
�) l
APPROVAL. V
� I I � � I � � I '• � -�-__/ 0 v � Q
\ I I I 1 60 F S
7 S 6461 � 680 / / I \ \ 20. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY
BMP S AND DETENTION SYSTEMS MUST BE PROVIDED.
S.F. 21. PRIOR TO PLAT RECORDA77ON, OFFS( 7E R/W AND/OR CONS 7RUC77ON EASEMENTS
I I I )I I o I I IHfIGHT. o \ \ ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE OFFSITE
/ I ce-4 f \ �� / / �� R/W ACQUISITION PROCESS" THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE Q
I I I I \ \ \ ) CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
\4J I� I \ \ a641V.F. o ` / PROPOSED RET YNING WALL a� \ 22. PER SECTION 18-175(E) OF CITY CODE AND SEC77ON 10.0 OF THE CITYS POST
\ I I I I J I \ \ 00 \ \ \ \I / \ / / / / / BY OTHERS HEIGHtMR\ ° CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS
/ \ \
60 F. \ 1 / / I I / l BOTTOM OF WALL: 658-x- AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED
TOP OF WALL: 674+ ��ti \ PRIOR TO THE ISSUANCE OF THE CER77FICA TE OF OCCUPANCY.
a� \ REVISIONS
3Z HEIGHT.• t11' �\ 23. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF
' \ ' l / l ( \ \ n64� s.F \ \ \ A
7RANSPORTA77ON (GUS JORDI, 704-336-7086) TO IDEN77FY ANY CONFLICTS WITH
120o,5) I 6z 7 .F. / I \ \ \ TRAFFIC SIGNALIZA77ON EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE REV. 1 - 04/19/16
I / / \1 \ I \ \ \ RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCA77ON REVISED PER CITY OF CHARLOTTE
COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER. COMMENTS
HEIGHT- t5' \ o � 24. CER77FICA77ON AND STREET CUT PERM17S ARE REQUIRED FOR U77LITY CUTS ON
\ CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMA77ON CONTACT
65 s.F. / \ ' I I / I \ ` \ CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
AINTENA �/HOME.HTMCHARMECK ORG/DEPAR7iNENTS/TRANSPORTAT70N/ST7�EET+
M
�\
D103 f \ \ \ -
` - - 25. NON-STANDARD I7EMSI 1E.• PAVERS, IRRIGATION SYSTEMS, ETC. IN THE , -
6727 sF / �\ \ ` \ \ RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE
CHARLOTTE DEPARTMENT OF TRANSPORTA770N/NORTH CAROLINA DEPARTMENT OF
\ - 7RANSPORTA77ON BEFORE INSTALLA77ON. FOR CITY OF CHARLOTTE MAINTAINED
STREETS, CONTACT COOT AT [phone].
\ / / " \ \ �� 956 F. \ 26. SIDEWALK WITHIN THE CITYS R/W THAT REQUIRES REPLACEMENT AS PART OF THE
/ E I D I 3o S� R\ 75 F. \ \ \ \\ \ - \', \ /� 680 �� DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY
AS TO MINIMIZE THE DURA77ON OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE.
E �_ DI- E2 " / \ ✓� \� �o \ \ THE DEVELOPER SHOULD MAKE EVERY AT7FMPT TO HAVE SIDEWALK REPAIRED AND
REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
ros \ / o� �\ \ \ PROJECT NO.: 2015.32
27. ANY WORK WITHIN THE CITYS R/W THAT REQUIRES CLOSURE OF THE SIDEWALK
OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC SCALE: 1"=60'
\ ` \ `\\\ \I` CONTROL\ RANY SIDEWALK OR TRAVEL SUBMITTED
S \ AS PART OF THE R/W USE PERMIT REQUEST TRAFFIC CONTROL PLANS MUST BEN
DRAWN BY: CLR
�� \ \ ACCORDANCE WITH CDOT S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
i / �" _c \�� \ / - > / / J MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT CHECKED BY: MSL
• • • • • • • • • \� �j \ \ rD6 ce e(q/o 271 so / 61 LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT 704 432-1562.
�✓ -� 7309 S.�_ \
28. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE
•�.•:•/ '� /� AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN.
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING NOTES.
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. 1 CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING
• 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT
0 TO THE PUBLIC.
2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE DETEN770N.
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH J. TREES WITHIN THE STREET RIGHT OF WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED FROM
CAROLINA DEPARTMENT OF TRANSPORTATION. THE CITY ARBORIST AT [phone] PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY TREES. ALL
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING TREES OVER 8" IN DIAMETER AS MEASURED 4.5' ABOVE GROUND AND LOCATED WITHIN THE SETBACK ARE
Know what's below. STANDARDS PART 1926 SUBPART P, OR AS AMMENDED. PROTECTED BY LAW. CONTACT LAND DEVELOPMENT AT [phone] FOR REQUIRED PERM/TS.
Ca I I before you dig 4. BEFORE YOU DIG STOP, CALL THE NC ONE -CALL CENTER AT 1-800-632-4949. ITS THE LAW.
SEE SHEET C4.2 TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY Or-
SEE
ESEE SHEET C5 0 FOR DRAINAGE SCHEDULE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW
AND SHEET C4.1, C4.2 FOR GRADING NOTES AND ARE SUBJECT TO REVISIONS. 17-1E REVISED TRAFFIC CONTROL PLANS MUST BE
SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO SHEET NO:
GRAPHIC SCALE START OF R/W CLOSURES CONTRACTOR SHALL CONTACT CDOT AT [phone].
29. CONS 7RUC77ON STAGING WITHIN CITY R/W LAS77NG MORE THAN 30 DAYS
60 0 30 60 120 240 REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR
SHALL CONTACT CDOT AT [phone].C401
( IN FEET )
1 inch = 60 ft.

SEE SHEET C4.1
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•TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE
ORDINANCE STANDARDS.
•TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE
ANY DEMOLITION/CLEARING/GRADING/CONSTRUCTION, AND NOT REMOVED
UNTIL AFTER AN INSPECTION BY URBAN FORESTRY STAFF.
-NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS,
TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY
ALLOWED IN TREE SAVE AREAS.
•VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO
FINES, AND/OR IMMEDIATE CORRECTIVE ACTION/MITIGATION.
-ALL
TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND
REMOVAL MUST BE APPROVED BY THE CITY ARBORIST [phone].
Al [phone] FOR REQUIRED PERMITS
F -C IN
4. BEFORE YOU DIG STOP. CALL 77 -IE NC ONE -CALL CENTER AT
1-800-632-4949. IT'S THE
APPROXIMATE
LOCATION OF
EX. POND
NOTES:
1. CONTACT THE U77LITY COMPANY TO RELOCATE ANY EXIS77NG U77LITY
POLES. ALL EXIS77NG FACILInES WHICH CONFLICT WITH 7HE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED
AT 77 -IE EXPENSE OF 77 -IE APPLICANT
2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF
IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE
DETEN nON. \
J. TREES Wl77-IIN 7HE STREET RIGHT OF WAY ARE PROTECTED BY LAW.
A PERMIT IS REQUIRED FROM THE CITY ARBORIST AT [phone]
PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY TREES. ALL TREES OVER \ \\ \ \ \ \ \
8" IN DIAMETER AS MEASURED 4.5' ABOVE GROUND AND LOCATED WITHIN
THE SE7BACK ARE PROTECTED BY LAW. CONTACT LAND DEVELOPMENT
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
• APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
0 USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
Q 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
Know what's
LAW.
�V
I �
6bce-
10 78720 S.F.
15173 F \ \-9(/
\ /
136205DE- 650'
` 30" RCP H -CULV-lN 1 �
FES (l) Oce -1 /) CB_2(l)
� - _ - - ,� a•I �� /-660
CB -3(Q
-
16029 776 . F./-
\/
15" RCP \ 1 \ I
27
zz
S
I
SEE SHEET C5.0 FOR DRAINAGE SCHEDULE
AND SHEET C4.1, C4.2 FOR GRADING NOTES
FLOODWAY LEGEND
/77
FUTURE CONDInONS FLOOD FRINGE LINE (FCFFL)
FEMA FLOOD FRINGE LINE (FEEL)
COMMUNITY ENCROACHMENT LINE (CEL)
FEMA FLOODWAY ENCROACHMENT LINE (FEEL)
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
240
"0_SCHAPEL ROAD
h PA�DCKETI
� ROAD
r -
O
PHASE l
PAW VILLAGE RD
PHASE II STgRNEs.
SITE �a k
VICINITYMAP
N.T.S.
STANDARD NOTES:
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS AT PAW VILLAGE ROAD AND STARNES ROAD ARE TO BE
COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO
CONSTRUCTION.
J. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY).
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. DIRECT VEHICULAR ACCESS TO FROM LOTS IS PROHIBITED.
6. IN ROLLING AND HILLY TERRAINS, SWEEP/NG OF THE STONE BASE AND/OR
APPLICAnON OFA TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE
REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD
CONDITIONS.
7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZA nON TO GRADE ADJACENT
PROPER7)ES WHEN FIELD CONDInONS WARRANT OFF-SITE GRADING, PERMISSION MUST
BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE
CURB.
9. SUBSURFACE DRAINAGE FACILInES MAY BE REQUIRED IN THE STREET
RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
10. CURB AND GUTTER SHOWN ON PLANS ALONG PAW VILLAGE ROAD MAY BE
ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM
DRAINAGE MAY ALSO REQUIRE MODIFICA nON BASED UPON FIELD CONDI nONS.
11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM
WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY
OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE
ALSO PROHIBITED.
12. 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.
13. THE DEI/ELOPER 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.
14. ANY BUILDING WITHIN THE 100+1 STORMWA7ER ELEVATION LINE IS SUBJECT TO
THE RES7RlC77ONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION
ORDINANCE, SECnON 7.200.8.
15. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE
IS SUBJECT TO THE RESTi4/CnONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE
CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
16. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT ,;l'S
??? SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE 77 -IE ADJACENT FINISHED
GROUND SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND
FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS).
17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY
ENGINEER PRIOR TO CONSTRUCnON.
18. "AS -BUILT" DRAWINGS AND PLANS OF 7HE STORM DRAINAGE SYSTEM, INCLUDING
DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPEC770N TO
THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE
CITY/COUNTYSUBDIVISION ORDINANCE.
19. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND
DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR
APPROVAL.
20. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY
BMP S AND DETENTION SYSTEMS MUST BE PROI/IDED.
21. PRIOR TO PLAT RECORDAnON, OFFSITE R/W AND/OR CONSTRUCnON EASEMENTS
ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE
R/W ACQUISI nON PROCESS': THESE NEEDED R/W AND CONS7RUCTlON LIMITS ARE
CLEARLY SHOWN ON THE ROADWAY IMPROI/EMENT PLAN.
22 PER SEC nON 18-175(E) OF CITY CODE AND SEC nON 10.0 OF THE CITYS POST
CONSTRUCnON CONTROLS ADMINlS77?A77VE MANUAL, ALL REQUIRED NATURAL AREAS
AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED
PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
23. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS KITH
TRAFFIC SIGNALIZA nON EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE
RELOCATION. DEI/ELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCA 170N
COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
24. CERTIFlCA770N AND STREET CUT PERMITS ARE REQUIRED FOR U77LITY CUTS ON
CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMAnON CONTACT
CHARLOTTE DEPARTMENT OF TRANSPORTAnON (704-336-4025) OR VISIT
HTTP: //WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTA710N/STREET+MAINTENANCE/HOME.HTiW
25. NON-STANDARD ITEMS (lE.• PAVERS, lRRIGA nON SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE ARIGHT -OF -WAY ENCROACHMENT AGREEMENT Wl7H THE
CHARLOTTE DEPARTMENT OF nZANSPORTAnoN/NORTH CAROLINA DEPARTMENT OF
TRANSPORTAnON BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED
STREETS CONTACT COOT AT [phone].
26. SIDEWALK WITHIN THE CITYS R/W THAT REQUIRES REPLACEMENT AS PART OF THE
DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY
AS TO MINIMIZE THE DURA770N OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE.
THE DEVELOPER SHOULD MAKE EI/ERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND
REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
27. ANY WORK WITHIN THE CITYS R/W THAT REQUIRES CLOSURE OF THE SIDEWALK
OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC
CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED
AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN
ACCORDANCE WITH COOTS WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT
LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT [phone].
28. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE
AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OFA TRAFFIC CONTROL PLAN.
TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE
DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REV/EW
AND ARE SUBJECT TO REI/lS/ONS. THE REVISED n?AFFIC CONTROL PLANS MUST BE
SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO
START OF R/W CLOSURES CONTRACTOR SHALL CONTACT COOT AT [phone].
29. CONS7RUCnON STAGING WITHIN CITY R/W LAS7
7NG MORE THAN 30 DAYS
L WIE___I�l
REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR
SHALL CONTACT COOT AT [phone].
IG�A����17/r`v1F�11�A�71��7�7�W7���L�L �`]7���7�>�r
Jl_sd �1' IL�JLd �1'JLsJl�1[RJLd 9' G9 J[d ENRCS
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
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JULY 28, 2016
DATE
HOMES
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
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STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
0111 before you dig.
�V
I �
6bce-
10 78720 S.F.
15173 F \ \-9(/
\ /
136205DE- 650'
` 30" RCP H -CULV-lN 1 �
FES (l) Oce -1 /) CB_2(l)
� - _ - - ,� a•I �� /-660
CB -3(Q
-
16029 776 . F./-
\/
15" RCP \ 1 \ I
27
zz
S
I
SEE SHEET C5.0 FOR DRAINAGE SCHEDULE
AND SHEET C4.1, C4.2 FOR GRADING NOTES
FLOODWAY LEGEND
/77
FUTURE CONDInONS FLOOD FRINGE LINE (FCFFL)
FEMA FLOOD FRINGE LINE (FEEL)
COMMUNITY ENCROACHMENT LINE (CEL)
FEMA FLOODWAY ENCROACHMENT LINE (FEEL)
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
240
"0_SCHAPEL ROAD
h PA�DCKETI
� ROAD
r -
O
PHASE l
PAW VILLAGE RD
PHASE II STgRNEs.
SITE �a k
VICINITYMAP
N.T.S.
STANDARD NOTES:
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS AT PAW VILLAGE ROAD AND STARNES ROAD ARE TO BE
COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO
CONSTRUCTION.
J. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY).
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. DIRECT VEHICULAR ACCESS TO FROM LOTS IS PROHIBITED.
6. IN ROLLING AND HILLY TERRAINS, SWEEP/NG OF THE STONE BASE AND/OR
APPLICAnON OFA TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE
REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD
CONDITIONS.
7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZA nON TO GRADE ADJACENT
PROPER7)ES WHEN FIELD CONDInONS WARRANT OFF-SITE GRADING, PERMISSION MUST
BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE
CURB.
9. SUBSURFACE DRAINAGE FACILInES MAY BE REQUIRED IN THE STREET
RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
10. CURB AND GUTTER SHOWN ON PLANS ALONG PAW VILLAGE ROAD MAY BE
ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM
DRAINAGE MAY ALSO REQUIRE MODIFICA nON BASED UPON FIELD CONDI nONS.
11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM
WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY
OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE
ALSO PROHIBITED.
12. 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.
13. THE DEI/ELOPER 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.
14. ANY BUILDING WITHIN THE 100+1 STORMWA7ER ELEVATION LINE IS SUBJECT TO
THE RES7RlC77ONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION
ORDINANCE, SECnON 7.200.8.
15. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE
IS SUBJECT TO THE RESTi4/CnONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE
CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
16. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT ,;l'S
??? SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE 77 -IE ADJACENT FINISHED
GROUND SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND
FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS).
17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY
ENGINEER PRIOR TO CONSTRUCnON.
18. "AS -BUILT" DRAWINGS AND PLANS OF 7HE STORM DRAINAGE SYSTEM, INCLUDING
DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPEC770N TO
THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE
CITY/COUNTYSUBDIVISION ORDINANCE.
19. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND
DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR
APPROVAL.
20. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY
BMP S AND DETENTION SYSTEMS MUST BE PROI/IDED.
21. PRIOR TO PLAT RECORDAnON, OFFSITE R/W AND/OR CONSTRUCnON EASEMENTS
ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE
R/W ACQUISI nON PROCESS': THESE NEEDED R/W AND CONS7RUCTlON LIMITS ARE
CLEARLY SHOWN ON THE ROADWAY IMPROI/EMENT PLAN.
22 PER SEC nON 18-175(E) OF CITY CODE AND SEC nON 10.0 OF THE CITYS POST
CONSTRUCnON CONTROLS ADMINlS77?A77VE MANUAL, ALL REQUIRED NATURAL AREAS
AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED
PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
23. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS KITH
TRAFFIC SIGNALIZA nON EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE
RELOCATION. DEI/ELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCA 170N
COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
24. CERTIFlCA770N AND STREET CUT PERMITS ARE REQUIRED FOR U77LITY CUTS ON
CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMAnON CONTACT
CHARLOTTE DEPARTMENT OF TRANSPORTAnON (704-336-4025) OR VISIT
HTTP: //WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTA710N/STREET+MAINTENANCE/HOME.HTiW
25. NON-STANDARD ITEMS (lE.• PAVERS, lRRIGA nON SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE ARIGHT -OF -WAY ENCROACHMENT AGREEMENT Wl7H THE
CHARLOTTE DEPARTMENT OF nZANSPORTAnoN/NORTH CAROLINA DEPARTMENT OF
TRANSPORTAnON BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED
STREETS CONTACT COOT AT [phone].
26. SIDEWALK WITHIN THE CITYS R/W THAT REQUIRES REPLACEMENT AS PART OF THE
DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY
AS TO MINIMIZE THE DURA770N OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE.
THE DEVELOPER SHOULD MAKE EI/ERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND
REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
27. ANY WORK WITHIN THE CITYS R/W THAT REQUIRES CLOSURE OF THE SIDEWALK
OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC
CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED
AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN
ACCORDANCE WITH COOTS WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT
LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT [phone].
28. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE
AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OFA TRAFFIC CONTROL PLAN.
TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE
DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REV/EW
AND ARE SUBJECT TO REI/lS/ONS. THE REVISED n?AFFIC CONTROL PLANS MUST BE
SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO
START OF R/W CLOSURES CONTRACTOR SHALL CONTACT COOT AT [phone].
29. CONS7RUCnON STAGING WITHIN CITY R/W LAS7
7NG MORE THAN 30 DAYS
L WIE___I�l
REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR
SHALL CONTACT COOT AT [phone].
IG�A����17/r`v1F�11�A�71��7�7�W7���L�L �`]7���7�>�r
Jl_sd �1' IL�JLd �1'JLsJl�1[RJLd 9' G9 J[d ENRCS
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
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JULY 28, 2016
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HOMES
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4.89
0.60
7.03
6.32
18.25
615.21
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31.21
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26.788
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X619.16
0.36
5.55
0.60
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6.3f
21.30
514.24
613-a8
29.09
30
123.259
0.50
d.2r3
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62D.85
8.59
7.19
0.60
7.03
6.24
26.73
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24.080
6.62
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8.67
7.86
0.60
7.03
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23.1'.4
613.43
612.40
39.28
30
112.715
0.91
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Total
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Flaw
Invert
Invert
Capac
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Vol
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Area
Area
Coeff
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(in/hr)
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641.67
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4.64
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10
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$15.15
x_37
0.37
0.6a
7.03
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1.56
611.78
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0.50
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0.49
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7.03
1.81
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012.25
14.ib7
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143.879
5.37
2.49
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8.47
0_�7
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7.83
7.03
1.98
613.63
613.51
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0.50
3.59
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519.54
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1.6`3
O.6a
7.03
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5.88
613.47
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14.50
19
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6.34
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0.17
2.27
3.63
7.33
6.95
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$12.39
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22.85
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122.6E35
1.66
3.32
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615.15
0.12
2.76
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7.83
6.77
11.22
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810.53
15.93
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0.50
3.57
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616.38-
0.26
3.45
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7.03
6.59
13.65
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810.24
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0.54
4.35
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616.33
8.58
4.81
0.60
7.83
6.57
15.81
618.03
846,'97
27.11
24
218.Bd2
1.44
6.40
2
DCB -1 (G)
$11.17
x.95
4.96
6.x30
7.03
6.41
19.07
606.77
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97.4001
1.00
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=
630
620
610
•11
590
NOTES:
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNAL12ATION EQUIPMENT. 60-90 DAYS
WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
EX. FE` 8 CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF
FEMA FLOOD FRINGE LINE
TRANSPORTATION (704-336-4025) OR VISIT HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM
I ' FEMA FLOOD FRINGE LINE NON-STANDARD ITEMS (1E.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF FUTURE CONDITIONS FLOOD FRINGE LINE-
TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT COOT AT [phone].
TRAFFIC CONTROL PLANS FOR ANY
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R T.
T Q Q /W USE PERMIT.
FU URE CONDITIONS FLOOD FRINGE LINE SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R11W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH COOT'S WORK AREA TRAFFIC -PROP. 5' CONCRETE SIDEWALK
CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT [phone]. ���11 WITH $' PLANTING STRIP (TYP.) SHIM g�FFER 76 75
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT COOT AT [phone]. 100 7090 S.F.
f 6544 S.F.
i RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED _J
I PROP. LARGE MATURING STREET TREES @ 40'-50' O. C. THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS ������ \
` MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT COOT AT [phone]. �� L=71.08, R=150.00'
PROP. 5' CONCRETE SIDEWALK � Q � 4=27.15, tan=36.2184 cos
�- WITH 8' PLANTING STRIP TYP.
� F( ) �� ¢� Cos 30'x30" STOP SIGN o`s" -'p FES (D) PROP. 8"
I _ �\ i -nnnn n� n" vei i ry niirrrn WATF-R I /Al
PAW CREEK
VILLAGE
PHASE I
W/ 4' PLANTING STRIP &
2'-0" VALLEY GUTTER
(PAW CREEK VILLAGE PHS I)
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
SHORINGTRENCHING
Know what's below.
4) STANDARDSILL PART 1926 SUBPAR P,BE ACCORDINGSHA OR AS AMMENDED.
Call before you dig.
FEMA FLOOD FRINGE LINE
FUTURE CONDITIONS FLOOD FRINGE LINE
PROP. PAW VILLAGE RD. EXT.
56' PUBLIC R/W
2'-0" VALLEY GUTTER
0
7331 S. F
Is
7643 S. F.
16
5850 S.F.
17
5850 S.F.
I8
5850 S. F.
19
5850 S.F.
20
5850 S.F.
21
5850 S.F.
22
6,388 S. F.
L
LA Tl -,TAT- WAL TERS
ENGINEERING, IN
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
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JULY 28, 2016
DATE
sk
H0h/JIFS
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
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REVISIONS
PROJECT NO.: 2015.32
SCALE: 1" = 40'(H) & 1" = 4'(V)
DRAWN BY: CLR
CHECKED BY: MSL
GRAPHIC SCALE
40 0 20 40 80 160 SHEET NO:
( IN FEET )
1 inch = 40 ft.
C6.0
Pur STA: 8+87.10
PV1 ELEV.- 62
.22
PV` STA: 1+23.72
PV` STA: 3+87.10
0
PV1 ELEV.• 614.63
PV1 ELEV.• 612.00
L C. 4 99 9
K. 22.22
LVC. 199.98
_ K. 29.04
LVC.• 100.01
co
HIGH PT. STA: 8
97.09
-m
^
HIGH PT ELEV.
23.12
Oo
LOW PT. STA: 3
66.13
N
o
No
LOW PT ELEV.
r< O
12.35 C)
^ N
°°
c^Np
r< N
+ N
r j N(0
N a
N Ki
+ N
n
rn O
L6 O j
O N
c j
+ �o
j j
U U
W
6i U
W
m m
W W
~ 2 2
EX. CB -58
STA 0+48.49
N
RIM (@ E.P.): 621.95
CIO
INV. OUT. 618.00
U
EX.
GROUND
`
o
EX. CB -59
W O
STA 0+48.28
O I
/
0ii m
W
Nj N (0
o
RIM (@ E. P.): 621.97
INV IN: 617.56 (
CB -58)
N m
O �" 10
`� In
+ O
`
o+ �0
INV. OUT. 617.36
106co
^� �O
�+p
Ccuj ?
Qg»
L6
V O j
O
/
2 p
-
PROPO.�ED
SINGLE -SPAN BRIDGE
i' j O
PROP. GRADE
m Z 2
\
1 @ 55'
21 " CORED SLAB
ro ~ ^
v
BECKINHALL DR.
105' Sr,
4' END BENT
APS
o u) 2 2
O
O
O
+
+
N
YURMAN RD.
2 40%
O
N
n
c0 0
2.44%
p R
P@
Q)
/
15
Cf)
�
0
U
U
� j
�
--
I
o (n0:?
©0.509
-
24 L.F.
24" RCP
-1.009°
24" RC
©0.509
-------
W
W
PROP. BRIDGE
(DESIGN BY K
l ASSOC. OF NC)
/
100
R FUTURE WSEL 6019.61
=
24
L. F.
100 YR WSEL 606.77
15
RCP @ 1.009
25 YR WSEL 60
.96
-
ti
LOW SIDE LOW Clj.PiRD
�
CLASS 11 RIP RAP
0 EXIST.
SSWR LINE
KEYED IN 3.5' (TYP.)
EXIST. SWR LINE
PAW VILLAGE ROAD
EXT. STA. 0+00- 11 +00
I " = 40'(HORZ.)
I " = 4'
ERT.)
n
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h� N
0
v
d
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06
ui K
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h
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N
N o
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c^0 °
_
cp c00
too CO
zO c00
cp co
_
t0
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cp o
cp �
co °
�p cNo
c00 D
�
cNo �0
to No
cNp o
f0
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o
NOTES:
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNAL12ATION EQUIPMENT. 60-90 DAYS
WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
EX. FE` 8 CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF
FEMA FLOOD FRINGE LINE
TRANSPORTATION (704-336-4025) OR VISIT HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM
I ' FEMA FLOOD FRINGE LINE NON-STANDARD ITEMS (1E.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF FUTURE CONDITIONS FLOOD FRINGE LINE-
TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT COOT AT [phone].
TRAFFIC CONTROL PLANS FOR ANY
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R T.
T Q Q /W USE PERMIT.
FU URE CONDITIONS FLOOD FRINGE LINE SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R11W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH COOT'S WORK AREA TRAFFIC -PROP. 5' CONCRETE SIDEWALK
CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT [phone]. ���11 WITH $' PLANTING STRIP (TYP.) SHIM g�FFER 76 75
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT COOT AT [phone]. 100 7090 S.F.
f 6544 S.F.
i RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED _J
I PROP. LARGE MATURING STREET TREES @ 40'-50' O. C. THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS ������ \
` MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT COOT AT [phone]. �� L=71.08, R=150.00'
PROP. 5' CONCRETE SIDEWALK � Q � 4=27.15, tan=36.2184 cos
�- WITH 8' PLANTING STRIP TYP.
� F( ) �� ¢� Cos 30'x30" STOP SIGN o`s" -'p FES (D) PROP. 8"
I _ �\ i -nnnn n� n" vei i ry niirrrn WATF-R I /Al
PAW CREEK
VILLAGE
PHASE I
W/ 4' PLANTING STRIP &
2'-0" VALLEY GUTTER
(PAW CREEK VILLAGE PHS I)
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
SHORINGTRENCHING
Know what's below.
4) STANDARDSILL PART 1926 SUBPAR P,BE ACCORDINGSHA OR AS AMMENDED.
Call before you dig.
FEMA FLOOD FRINGE LINE
FUTURE CONDITIONS FLOOD FRINGE LINE
PROP. PAW VILLAGE RD. EXT.
56' PUBLIC R/W
2'-0" VALLEY GUTTER
0
7331 S. F
Is
7643 S. F.
16
5850 S.F.
17
5850 S.F.
I8
5850 S. F.
19
5850 S.F.
20
5850 S.F.
21
5850 S.F.
22
6,388 S. F.
L
LA Tl -,TAT- WAL TERS
ENGINEERING, IN
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
\\\\\\\IIIIIli///i
CAR O ''
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-bvESSp°°
0
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o 17646 o
g°
o-oN
GINO �
°°°°°°°°
yFL L S.
JULY 28, 2016
DATE
sk
H0h/JIFS
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
- N< uj
ui
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2w 1-0
n- o x
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= Q Z
Q�o�
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REVISIONS
PROJECT NO.: 2015.32
SCALE: 1" = 40'(H) & 1" = 4'(V)
DRAWN BY: CLR
CHECKED BY: MSL
GRAPHIC SCALE
40 0 20 40 80 160 SHEET NO:
( IN FEET )
1 inch = 40 ft.
C6.0

660
650
640
630
620
610
N m'
��
+ co
N
II II
W
PV` STA: 16+80.5 PVI STA: 9+98.01 �
PVI ELEV.• 637. PV1 ELEV.- 641.79
K. 34.70 K.• 20. 00
L VC: 127.33 L VC.• 137.40
CO
of c6LO
N
4:
cp �7 O d O
O
4i
U U
mm m� WW mo, W
o
Lr,
m 1 o
I �.
co
Cf N O co
_- m �(P-)
co 0
o .
C'4 4i O
ti
K m ^ m O
O LLj (Z -- --- ,
m m 2 0
o I
PV ST : 12+56.46 o 0
P V1 EEV.• 616.83 CB -1(B) O Lr) 06 /
K 27.01 STA 15+36.6 m CN -� --
L V: 187.34 n � o IF RIM (@ E.P.): 630.40 "�INV IN: 625.51 CB -2 B °� -�LOW PT. TA: 12+16.81 ( ()) o ULOW PT ELEV. 618.16 N INV. OUT. 62 .31 2 O (o Q; LO� �-dN PATISHALL LANE 14
PROP. GRADE 24 L. F.m � 2O 18" RCP @ 1.009 R,W W 108 24" RCP LO
-------------------O Q
114 LF.
RCF
w o L 24" 1.029
W --- -
-----
--------
a +W��� a m % 50 p5
Z) I 9� -- p
Np zzo m m �z Ar.94r
rn �
C) mm Zz? a ��'(
N N
m 0, tp
Q) � m (0
^ 2p 6 L.F.
coL'i CLO O O I,, 0 RCP @ 0.509
vW I; °O N- -�+ os m 22
p�® O O O�� � N 2 0
ml 2 j� N p Oo � 2 2 .11
=t � 93% EX. GROUND
U �m
m QC,p
o cnm, �5
-�
3.13610'
G
- - .� 6 L. F.
n" ?r`P ® 0.5015.1' 39
RCP ® 1.0 ---
- - PAW VILLAGE ROAD XT. STA. 11 +00 - 22+00
1 " = 40'(HORZ.)
1"= 4' ERT.)
11+00
12+00
\ L=203.97; R=150.00'
4=77.91, tan=121.2717
ZS• 74 /
S
S 6366 S.F.
\ J
Ch,L o
Ze��0
13+00
72
6814 S.F. F% /
14+00
71 �
6464 S.F 6000 _S,F.
6 S.F /
PROP. 5' CONCRETE SIDEWALK
WITH 8' PLANTING STRIP (TYP.)
4
F=2' -O" VALLEY GUTTER
°
R5. P a
.moi ,n
23 v
8229 S. F.
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
•
6000 S. F.
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
PROP. 8"
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
L
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
W
O
O �O
of �
co o
O
I
pp
co N
N
N Ori
06 N
N^
o
N
od
to
tl
tl °�d
rh
of
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N L6
co o
N
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N
co =
o
c6 �
N N
�o
ap =�°�
ad
N �n
O =
N
0
.� 0
�o a
O
1� _
Qo
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O
O
N
c
co o
r�
°�cp
c6
co °
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a0 N
M
co
C
N �O
vi
co °
N
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O
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e}
co °
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e! �
co
O
O �O
o
r"j fie-
(0 o
O
O :
co
O
p
O
O
h
O
J
11+00
12+00
\ L=203.97; R=150.00'
4=77.91, tan=121.2717
ZS• 74 /
S
S 6366 S.F.
\ J
Ch,L o
Ze��0
13+00
72
6814 S.F. F% /
14+00
71 �
6464 S.F 6000 _S,F.
6 S.F /
PROP. 5' CONCRETE SIDEWALK
WITH 8' PLANTING STRIP (TYP.)
4
F=2' -O" VALLEY GUTTER
°
R5. P a
.moi ,n
23 v
8229 S. F.
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
•
6000 S. F.
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
PROP. 8"
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
L
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
W
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
a�
CAROLINA DEPARTMENT OF TRANSPORTATION.
4)
SHORING BE ACCORDING TRENCHING
Know what's below■
PART 1926 SUBPAR P,SHA
STANDARDSILL
OR AS AMMENDED.
CaII before you dig.
29 ^ 30
24
'002 s.F.
25
6002 S.F.
26
6002 S.F.
16+00
67 66
6000 S F 6000 S F.
OP. PAW VILLA GE RD. EXT.
56' PUBL C R/W
N5° 02' 12"W 1
429.24'
17+00
65 �.
. 10 x30" STOP SIGN
6297 S.F.
PATISHALL LN.
SEE SHT C6�EE
9-1ra)�
1�= 16+00 n 17+00
IS+00
68
WN
6000 S. F.
�
PROP. 8"
Q
WATER LINE
L
o
nLd
ui
W
O
�
W
. c.14+00
25
6002 S.F.
26
6002 S.F.
16+00
67 66
6000 S F 6000 S F.
OP. PAW VILLA GE RD. EXT.
56' PUBL C R/W
N5° 02' 12"W 1
429.24'
17+00
65 �.
. 10 x30" STOP SIGN
6297 S.F.
PATISHALL LN.
SEE SHT C6�EE
9-1ra)�
1�= 16+00 n 17+00
PROP. LARGE MATURING STREET TREES @ 40'-50' 0. C.
31
6002 S. F.
18+00
32
6434 S.F.
40
34
6044 S.F.
L=31.07, R=
A=11.87, tan=
=4g
s4==�
33
6243 S.F.
19+00
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
20+00 21+00 22+00
i
a1
i
N26 2� .39.
L=113.12; R=164.83' 20+00, /
4=39.32, tan=58.8897
19+00
DEAD END STREET BARRICADE
CLDSM #50.07A
160
21+66
NOTES:
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 RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
H77P://WWW CHARMECKORG/DEPARTMENTS/TRANSPORTATION/STREET+MA/NTENANCE/HOME. HTM
NON-STANDARD 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.
FOR CITY OF CHARLOTTE MAINTAINED STREETS; CONTACT COOT AT [phone].
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
AT [phone].
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
CDOT AT [phone].
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
AT [phone].
LAT IAM- WAL TER
ENGINEERING, IN
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
\0\\111I
\00\\111
� N CARoo O
0°FESS/p°
j
04o6��
SEAL
°
17646 -
-;t % G o ° T--
%/� °F4'GINEE�°
°°°°°°°°
JULY 28, 2016
DATE
sk
1-1 MIF
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
WN
�
�LLi
Q
z
C/)J
o
nLd
ui
W
O
�
W
ry
a�
aQ
27
28
29 ^ 30
J
6002 S. F6002
600;= 5.F.
S.F. I 6002 S. F
PROP. LARGE MATURING STREET TREES @ 40'-50' 0. C.
31
6002 S. F.
18+00
32
6434 S.F.
40
34
6044 S.F.
L=31.07, R=
A=11.87, tan=
=4g
s4==�
33
6243 S.F.
19+00
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
20+00 21+00 22+00
i
a1
i
N26 2� .39.
L=113.12; R=164.83' 20+00, /
4=39.32, tan=58.8897
19+00
DEAD END STREET BARRICADE
CLDSM #50.07A
160
21+66
NOTES:
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 RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
H77P://WWW CHARMECKORG/DEPARTMENTS/TRANSPORTATION/STREET+MA/NTENANCE/HOME. HTM
NON-STANDARD 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.
FOR CITY OF CHARLOTTE MAINTAINED STREETS; CONTACT COOT AT [phone].
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
AT [phone].
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
CDOT AT [phone].
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
AT [phone].
LAT IAM- WAL TER
ENGINEERING, IN
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
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JULY 28, 2016
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sk
1-1 MIF
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
REVISIONS
PROJECT NO.: 2015.32
SCALE: 1" = 40'(H) & 1" = 4'(V)
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
C6.1
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REVISIONS
PROJECT NO.: 2015.32
SCALE: 1" = 40'(H) & 1" = 4'(V)
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
C6.1

640
630
620
610
•11
0+00
�-_
ll
NEW
_03
b"
60 d
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
•
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4)
SHORINGTRENCHING
ACCORDINGO
Know what's below.
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•
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4)
SHORINGTRENCHING
ACCORDINGO
Know what's below.
STANDARDSILL PART 1926 SUBPARTBE
P,SHA OR AS AMMENDED.
Call before you dig.
1+00 2+00 3+00
pA
s� &Z4G,
FT c6a
30"x30"
CB -5(A) STOP SIGN
7643 S F.
O •'•
CB-J(A)
GQ
5' \
•+ CB -4(A)
s ' CB -2 a) COS: 4
0.28 Ac.
SP
3,
35' X
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7337 S.F. n �`\\ \\•\\ � \F
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5850 S. F
.-PROP. 2'-0" VALLEY GUTTER \
COS \ -
4+00
PROP. LARGE I MATURING STREET
TREES @ 40'+50' 0. C.
L=66.81, R=150.00
��. 4=25.52, tan=33.967(
C.�
Q
NOTES.
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 RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER,
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
HTTP://WWW. CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME. HTM
NON-STANDARD ITEMS (1E.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF 7RANSPORTAT/ON/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLAT/ON.
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT [phone].
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
AT [phone].
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
CDOT AT [phone].
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
AT [phone].
5+00
6+00
PROP. 5' CONCRETE SIDEWALK
WITH 8' PLANNING STRIP (TYP.)
13 12 41
5850 SF 5850 SF 5850 S.F.
PROP. YURMAN ROA
56' PUBLIC R/W
a
CB -10(A) CB -12(A) CB -13(A)
fca-11(A)
�0 \
5850 S
7+00 8+00 9+00 10+00
10 gO 4) gkg2
SSsO S.F. 5850 S.F. 7397 S.F.
h14
+00/
D a 26
�1
L=59.11 ; R=150.00'
a °
[1=22.58, tan=29.9419
B -14(A) p0
15 RCP $k\ --
N5' 06' 48"W 6+00 0 _ 7+00
388.18'
DEAD END STREET BARRICADE
-CLDSM #50.07A
® 0
5850 S.F.
5850 S.F.
FUTURE CONDITIONS FLOOD FRINGE LINE
FEMA FLOOD FRINGE LINE
PROP. 8"
WATER LINE
6063 S.F.
11+00
L WZE___I�l
LA THAM- WAL TER S
ENGINEERING, IN
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
CAR
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/////IIIII0 0\�
JULY 28, 2016
DATE
I&EEmpeo
H 0 M I
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
N
WN
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REVISIONS
PROJECT NO.: 2015.32
SCALE: 1" = 40'(H) & 1" = 4'(V)
DRAWN BY: CLR
CHECKED BY: MSL
GRAPHIC SCALE SHEET NO:
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C6.2

660
650
640
630
NOTES.
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 RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMAT70N CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
MTP://WWW.ChIARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREE r+MAINTENANCE/HOME.HTM
NON-STANDARD ITEMS (IE.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
AGREEMENT WITH THE CHARL07TE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT COOT AT [phone].
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH COOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
AT [phone].
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
COOT AT [phone].
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT COOT
AT [phone].
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
EX.
GROUND
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
Q,
00
4)
SHORINGTRENCHING
ACCORDINGSHA
Know what's below.
STANDARDSILL PART 1926 SUBPAR P,BE
OR AS AMMENDED.
Call before you dig.
LOO Lo
+
`O o
PVI ELEV.• 654.59
Q)
K. 20.00
II
II II
L VC: 102.28
ca Lo
N L0
N
LO
L
N coLOo
j
m m
0
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CHA
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- �• 8gq,
`D
Lr
m
°�
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PV` STA: 3+59.34
12
�Ld
PV1 ELEV.- 641.68
PROP.
GRADEK.•
20.00
L VC: 80.07
-�-�
m m
^00
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24 L. F.
PATIS
ALL LN
;
15" RCF ®0.509
I " = 40'(HORZ.)
111=4f(VERT)
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NOTES.
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 RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMAT70N CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
MTP://WWW.ChIARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREE r+MAINTENANCE/HOME.HTM
NON-STANDARD ITEMS (IE.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
AGREEMENT WITH THE CHARL07TE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT COOT AT [phone].
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH COOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
AT [phone].
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
COOT AT [phone].
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT COOT
AT [phone].
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
•
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
I
CAROLINA DEPARTMENT OF TRANSPORTATION.
4)
SHORINGTRENCHING
ACCORDINGSHA
Know what's below.
STANDARDSILL PART 1926 SUBPAR P,BE
OR AS AMMENDED.
Call before you dig.
0+00
CHATUGE CT.
SEE SHEET C6.4
11 3
O
I
I
SEE SHEET C6.4
1+00
42
ZZ 6679 S. F.
t
30"x30"
STOP SIGN
;eye
lip/
�0.
I 56
6202 S.F.
1
57
6000 S.F.
2+00
3+00
4+00
5+00
6+00
PROP. LARGE MATURING STREET TREES @ 40'-50' O.C. PROP. 5' CONCRETE SIDEWALK PAW VILLAGE RD.
WITH 8' PLANTING STRIP (TYP.) SEE SHEET C6.0
�i
40 39 31i 37 36 35 34 �
,
6000 S. F 6000 S. F 6000 S.F. 6044 S.F
6000 S. F 6000 S.F. 6000 S. E
PROP. PATISHA-LL NE^����' 1 CB -4(B)'
56' PUBLIC R11W7
C�- CB -5(B) 18.,RG , P
15 RCP CB -8(B)' IF RCP
CB-s(a) �r
.. .
CB -9(B) 1
2+00 S83' 10' 04"E 3+00 4+00 PROP. 8; S.S. (TYP.)
A
W 535.33'
0
CB -7(B)
— 1 1
PROP. 21-0" VALLEY GU
58 59 60
6000 S.F. 6000 S.F. 6000 S.F.
30'x30"
[PROP. 8" STOP SIGN \ 1
WA TER LINE J,
1�
i
�1 o
0
+ 1
1
61 62 61 64 65
6000 S.F. 6000 S.F. 6000 S. F. 6000 S. F. 6297 S. F. 1 1
PAW VILLAGE RD.
SEE SHEET C6.0
L WZ_ E__ / � /
LA THAM- WAL TERS
ENGINEERING, IN
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
N CAR 0
poo.FESS1po
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17646 o
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;i'GINEo°
yFoo...00*
JULY 28, 2016
DATE
bmwook
H 0 M I
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
- r
— N
W�
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Q z
= W
nF___
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W0Z W
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In
REVISIONS
PROJECT NO.: 2015.32
SCALE: 1" = 40'(H) & 1" = 4'(V)
DRAWN BY: CLR
CHECKED BY: MSL
GRAPHIC SCALE
SHEET NO:
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
C6.3

670
660
650
640
630
off1 IA
1+00
50 49 48
7850 S.F. 6469 S.F. 6664 S.F.
NogTH
51
8252 F
_ R=41' }
-�
CB -4(F)
04 D l+l
52 R— 30' CB -3(F)
DCB -2(F) _ - '
8252 S.F. f-1�P ,�
RGP �
�5
53 54 55
8987 S.F. 6404 S.F. 6268 S.F.
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
•
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
Nto
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4)
SHORINGTRENCHING
ACCORDINGSHA
Know what's below.
STANDARDSILL PART 1926 SUBPAR P,BE
OR AS AMMENDED.
Call before you dig.
6680 S.F.
6686 S.F.
7858 S. F
QS
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOTS WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
+ `O
PV1 STA:
1+02.11
AT [phone].
PVI STA:
3+05.15
PVl STA: 5+26.70
II II
tiW
m W
PV1 ELE
. 644.73
PV1 EL
V. • 665.03
PV1 ELEV. 661.63
L VC:
100.00
L VC.
230.72
L VC: 90.72
/
HIGH PT.
TA: 3+89.79
LOWPT
STA: 5+12.07
N
to
NCS
N
rn,
00
O
LO
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_ HIGH PT
LEV.• 663.50
N N Op
OW PT ELEV. 662.09 N
N
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W
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PROP. GRADE
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8252 S.F. f-1�P ,�
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53 54 55
8987 S.F. 6404 S.F. 6268 S.F.
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
•
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4)
SHORINGTRENCHING
ACCORDINGSHA
Know what's below.
STANDARDSILL PART 1926 SUBPAR P,BE
OR AS AMMENDED.
Call before you dig.
6680 S.F.
2+00 3+00
PROP. 5' CONCRETE SIDEWALK
WITH 8' PLANTING STRIP (TYP.)
4+00
5+00
7+00
NOTES:
8+00
MOORES CHAPEL ROAD WZ_
Ir PAWTUCKETT LA Tl -,TAM— WA,I,TER S
M, ROAD ENGINEERING, IN
N.C. CORP. LIC. C-181 5
o 16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
PHASE I FAX: [phone]
PAW VILLAGE RD
PHASE II STARVES
SITE
��CAR
1—as 1p 000 ESS/p°
o
SEAL o
o. 17646 0
VICINITYMAP o.
�IG o
N.T.S.°°FNGINE�S;�
°°°°°°°
/111111110\\
JULY 28, 2016
DATE
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 RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
HTTP://WWW. CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME. HTM
NON-STANDARD 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.
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT [phone].
00 sk
H 0 M I
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
ry W
D J
0 L
UO
w�
CD �
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Q J
2 0.
U
47
46
45
43
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
REVISIONS
59 S F
6673 S F
6680 S.F.
6686 S.F.
7858 S. F
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOTS WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
AT [phone].
GE COURT
RIW -
C51 -
PROP. 8" S.S.
PROP. 2'-0" VALLEY GUTTER
7 77
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
CDOT AT [phone].
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
AT [phone].
p C 1:I m 4+00 5+00 6+00 6+90
(�
DEAD END STREET BARRICADE
CLDSM #50.07A
V. s
o� PATISHALL LN. 3b.X o"
s6 �SEESHEET C6.3 STOP SIGN
PROP. 8"
WATER LINE _ J
1
6679 S.F.
i
PROP. LARGE MATURING STREET TREES @ 40'-50' 0. C.
PROJECT NO.: 2015.32
SCALE: 1" = 40'(H) & 1" = 4'(V)
DRAWN BY: CLR
CHECKED BY: MSL
GRAPHIC SCALE
40 0 20 1fi0 SHEET NO:
40 80
( IN FEET )
1 inch = 40 ft.
C6.4

640
630
620
610
600
590
0+00
I
30"x30"�
STOP SIGN]
c� l
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
SHORINGTRENCHING
Know what's below.
4) STANDARDSILL PART 1926 SUBPAR P,BE ACCORDINGSHA OR AS AMMENDED.
Call before you dig.
1+00
PAW VILLAGE RD.
SEE SHEET C6.0
SEE SHEET C6.0
2+00
PROP. 5' CONCRETE SIDEWALK
3+00
PROP. BRIDGE
(DESIGN BY OTHERS)
4+00
5+00
PROP. LARGE MATURING STREET TREES @ 40'-50' 0. C.
6+00
PROP. 5' CONCRETE SIDEWALK
WITH 8' PLANTING STRIP (TYP.)
+00
8+00
LOY CT.
SEE SHEET C6.9
SEE SHEET C6.9
MOORES CHAPEL ROAD
600,1 1 L
pAWTUCKETI
LA M- WA,I,TER S
Ir
M, ROAD
ENGINEERING, IN
PVl STA: 3+68.15
N.C. CORP. LIC. C-181 5
o
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PVI ELEV.- 620.19
PHASE l
FAX: [phone]
PAW VILLAGE RD
PHASE II STARNEs
SITE
�°° CAR o
K. 20.00
p�°oFESS/o°
o
SEAL o
VICINITYMAP
-
17646 o
N.T.S.FNGINE��;�
L VC: 173.82
°°°°°°°
JULY 28, 2016
LOW
PT. STA: 2+87.24
DATE
640
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N
+ N
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6
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@ E.P.: 620.19
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IN. 616.62 (DCB -2(M))
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C)
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+
PVl STA:
PVl ELEV.•
0+83
621.
20 p
11
5 PROPOSED 3 -SPAN
1 @ 40 , 21 " COR
BRIDGE
SLAB
INV
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OUT.- 616.42 INV IN
INV IN
623.69 (CB -3(H))
623.91 (CB -2(H))
�9
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PW ELEV.- 636.51
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623.19
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(@ E.P.): 620.19
. OUT.- 616.74
VC: 67.82
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90' SKEW, 4' END
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PROP. GRADE
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GE
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_
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m
620
640L0
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00
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ROP. BRIDGE
EX. GROUND
(DESIGN BY KCl
ASSOC. OF NC)
LOW SIDE L
W CHO
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U cn
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1$
EXCAVATE TO 61(.0
610
630
100 YR FU
URE WS
--L 608.82
100 YR
WSEL 607.30
h
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CLASS 11 RIP RAP
EXCAVATE TO
602.
KEYED /N 3.5' (TYP.)
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4
RCP
@ 5.1790
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L 604.6
61
�1
600
620
PI
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DR
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1 " = 4'
VERT.)
610
No
O
11,N
`r
CO
O
N
M
Cxj
o
p
0+00
I
30"x30"�
STOP SIGN]
c� l
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
SHORINGTRENCHING
Know what's below.
4) STANDARDSILL PART 1926 SUBPAR P,BE ACCORDINGSHA OR AS AMMENDED.
Call before you dig.
1+00
PAW VILLAGE RD.
SEE SHEET C6.0
SEE SHEET C6.0
2+00
PROP. 5' CONCRETE SIDEWALK
3+00
PROP. BRIDGE
(DESIGN BY OTHERS)
4+00
5+00
PROP. LARGE MATURING STREET TREES @ 40'-50' 0. C.
6+00
PROP. 5' CONCRETE SIDEWALK
WITH 8' PLANTING STRIP (TYP.)
+00
8+00
LOY CT.
SEE SHEET C6.9
SEE SHEET C6.9
MOORES CHAPEL ROAD
600,1 1 L
1
H 0 M F
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
6.3(1 LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
620
610
NOTES.-
THE
OTES.THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS ✓ORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS
WITH TRAFFIC SIGNALI2ATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE
FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
HTTP://WWW. CHARMECK.ORG/DEPARTMENT S/TRANSPORTATION/STREET+MAINTENANCE/HOME. HTM
NON-STANDARD 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.
FOR CITY OF CHARL07TE MAINTAINED STREETS, CONTACT CDOT AT [phone].
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
AT [phone].
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
CDOT AT [phone].
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
AT [phone].
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
N
W00
Cn (D
Q Z
= W W
I--
0
W �
Q C)
J C) J
J J
- X Q
W
0
Q Z
W0
V
WW U
Ua W
J m
I..L
REVISIONS
W
REV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
PROJECT NO.: 2015.32
SCALE: 1" = 40'(H) & 1" = 4'(V)
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
C6.5
pAWTUCKETI
LA M- WA,I,TER S
Ir
M, ROAD
ENGINEERING, IN
N.C. CORP. LIC. C-181 5
o
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
PHASE l
FAX: [phone]
PAW VILLAGE RD
PHASE II STARNEs
SITE
�°° CAR o
6�0
p�°oFESS/o°
o
SEAL o
VICINITYMAP
-
17646 o
N.T.S.FNGINE��;�
°°°°°°°
JULY 28, 2016
DATE
640
illlilool�
1
H 0 M F
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
6.3(1 LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
620
610
NOTES.-
THE
OTES.THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS ✓ORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS
WITH TRAFFIC SIGNALI2ATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE
FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
HTTP://WWW. CHARMECK.ORG/DEPARTMENT S/TRANSPORTATION/STREET+MAINTENANCE/HOME. HTM
NON-STANDARD 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.
FOR CITY OF CHARL07TE MAINTAINED STREETS, CONTACT CDOT AT [phone].
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W
USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
AT [phone].
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
CDOT AT [phone].
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
AT [phone].
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
N
W00
Cn (D
Q Z
= W W
I--
0
W �
Q C)
J C) J
J J
- X Q
W
0
Q Z
W0
V
WW U
Ua W
J m
I..L
REVISIONS
W
REV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
PROJECT NO.: 2015.32
SCALE: 1" = 40'(H) & 1" = 4'(V)
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
C6.5

1660
1650
1630
1620
106
17,309 S.F.
30'x30"
STOP SIGN
\\ A
ELLINGFOR� 6 D.
SEE SHEET
los
15788 S.F.
PROP. LARGE MATURING STREET
TREES @ 40'-50' 0. C.
PROP. ROSHELD DRIVE
56' PUBLIC R/W
.y
v v
71 ' 24' 37"W
'+p0 100.15'
loa
15714 S.F
PROP. 5' CONCRETE SIDEWALK
WITH 8' PLANTING STRIP (TYP.)
f� sa lTi.�
L=56.71, R=175.00'
4 =18.57, tan=28.6060
163
78617 S.F.
1).
00
0Q
^
ri
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
•
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4)
SHORINGTRENCHING
ACCORDINGSHA
Know what's below.
STANDARDSILL PART 1926 SUBPAR P,BE
OR AS AMMENDED.
Call before you dig.
LO
+
0
0
II II
II
II
660
640
PVT
STA: 1+64.14
PV1 STA: 4+27.7
P
ELEV.• 649.86
PVl 623.51
8
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VC: 100.00
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106
17,309 S.F.
30'x30"
STOP SIGN
\\ A
ELLINGFOR� 6 D.
SEE SHEET
los
15788 S.F.
PROP. LARGE MATURING STREET
TREES @ 40'-50' 0. C.
PROP. ROSHELD DRIVE
56' PUBLIC R/W
.y
v v
71 ' 24' 37"W
'+p0 100.15'
loa
15714 S.F
PROP. 5' CONCRETE SIDEWALK
WITH 8' PLANTING STRIP (TYP.)
f� sa lTi.�
L=56.71, R=175.00'
4 =18.57, tan=28.6060
163
78617 S.F.
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
•
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4)
SHORINGTRENCHING
ACCORDINGSHA
Know what's below.
STANDARDSILL PART 1926 SUBPAR P,BE
OR AS AMMENDED.
Call before you dig.
PROP. 8"
WATER LINE
L=106.89; R=150.00
A=40.83, tan=55.829
00 \
\ y° ris,a�cA
102
A �ti
\v ti) 0
�0 OCG
18641 S.F. �lN
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
101
6257 S. F.
160
99
6008 S. F.
° 3 6
I � I
FUTURE CONDITIONS FLOOD FRINGE LINE
_ I I 96 95
97 6539 S. F. \ 8201 S F.
7,391 S F. �o —1 ' 94
I� I � 6000 S.F.
tri PROP. 5' CONCRETE SIDEWALK 93
o I WITH 8' PLANTING STRIP (TYP.) 6000 S.F.
ml
a � A
R ARO
T
CB -7(E) 6'
6+°✓
CB O C�
X � CB 1E
00
L=11703', R=150.00'
4=44.70, tan=61.6738
\x —15E
92
6000 S F.
91
6000 S.F.
90
6000 `
PROP. 2'-0 VALLEY GUT7
0 \
,S
38 F ce-7(c)
sxoo
167 6334 S.F.
6239 S.F�30 X30" \ Q \
CJl
7,301 S.F LfL� C6,I STOP SIGNToxo\
6653 S. F \
166 DI—B(G)
6316 S F NOTES:
THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS
165 WITH TRAFFIC SIGNAUZ477ON EQUIPMENT. 60— 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE PROP. 8"
FOR ALL RELATED RE7OC4770N COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER. WA TE- LINE
6467 S.F. CER77FICA7/ON AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS: ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR 5
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT \
6848 S.F.
HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTEN4NCE/HOME.H7M
NON—STANDARD I7EMS (1E.• PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT—OF—WAY REQUIRE A RIGHT—OF—WAY ENCROACHMENT AGREEMENT WITH \
THE CHARLOTTE DEPARTMENT OF 777ANSPORTA770N/NOR774 CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF "
CHARLOTTE 3O"X3O
MAINTAINED STREETS, CONTACT CDOT AT [phone]. STOP O"
ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE
IGN
PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBM1TTED AS PART OF THE R/W USE PERM/T REQUEST.
TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH COOTS WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND
APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT [phone].
CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTR4CTOR SHALL CONTACT CDOT
AT [phone].
PROP. LARGE MATURING STREET
TREES @ 40'-50' 0. C.
s9�
00 S.F.
RIGHT—OF—WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A 7RAFFIC CONTROL
PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND
DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE
AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT COOT AT [phone].
88
6829 S. F.
L2DT
SATS 0�y� ?,
c l l C6
9
L WY- E-- / � /
LA THAM- WAIL ITERS
ENGINEERING, INC.
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
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JULY 28, 2016
DATE
LLI
H 0 M F IS
LGI HOMES -NC, LLC
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
REVISIONS
REV. 1 - 04/19/16
REVISED PER CITY OF CHARLOTTE
COMMENTS
0 03 00 11111 !111 !11111111111 111111111111111111111111
SHEET NO:
C6.6

670
o
�
C
o
�
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LO
0+00
1+00
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
+
LO
LOY CT.
18216 S. F.
SEE SHEET C6.9
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
163
71�
�O
CAROLINA DEPARTMENT OF TRANSPORTATION.
4)
SHORINGTRENCHING
ACCORDINGSHA
Know what's below.
STANDARDSILL PART 1926 SUBPAR P,BE
OR AS AMMENDED.
Call before you dig.
LA THAM WALTERS
m
CO
CB -9
H)
ENGINEERING,INC.
^
TA 11+42.16
STA
+30.40
IM (@ E.P.): 649.6
RIM
E.P.: 652.97
l V IN. 644.98 (DCB
2(I))
16507 A NORTHCROSS DRIVE
°p
INV IN. 645.53 (CB-
(I))
HUNTERSVILLE, N.C. 28078
INV /M.
648.89 (CB -10(
)
PHONE: [phone]
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INV.UT.•
648.69
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650
640
66%
15� RGP
PVl STA: 2+38.34
PVI ELEV.- 663.63
K. 20.00
L VC: 204.65
PVl STA: 4+87.69
HIGH PT. STA: +36.08 PVl ELEV.- 65 .59
HIGH PT ELEV. 661.01 N K. 20.00
`° °o L VC.- 182.1 670 660
LOW PT. STA: 5 01.07 EX. GROI IND
LOW PT ELEV. 52.63 0
W
+
pI
m �- �� N �� PVISTA: 7+08.15
`O 6i Q PVl EV.• 659.17
N I o m rn > j / 20.00
m N CC W W L V: 122.83 U
go
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L0 L c j N Z + j HIGH P ELE : 658.29 �
+p rn
-� r< W LO I , I LO o 0)
LO Ln W W 660 650
STARNES RD.
r< N I
C� N c0 N m
4
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15 RCP m Q , � CID c0 ROSFIELD D .
cj rn �2 o Lj o
9%
z o
ZULL/NE V) Z N
PROP. GRADE Z
144
8127 S.F.
SEE SHEET C6.9
15"RTP
®0.50%
ELLINGFORD
o
�
C
o
�
N
Lo
N
h
0+00
1+00
2).
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HiaON
®
LOY CT.
18216 S. F.
SEE SHEET C6.9
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
163
71�
�O
CAROLINA DEPARTMENT OF TRANSPORTATION.
4)
PVl STA: 2+38.34
PVI ELEV.- 663.63
K. 20.00
L VC: 204.65
PVl STA: 4+87.69
HIGH PT. STA: +36.08 PVl ELEV.- 65 .59
HIGH PT ELEV. 661.01 N K. 20.00
`° °o L VC.- 182.1 670 660
LOW PT. STA: 5 01.07 EX. GROI IND
LOW PT ELEV. 52.63 0
W
+
pI
m �- �� N �� PVISTA: 7+08.15
`O 6i Q PVl EV.• 659.17
N I o m rn > j / 20.00
m N CC W W L V: 122.83 U
go
�° `r) W �° HIGH P . TA: 7+24.56
L0 L c j N Z + j HIGH P ELE : 658.29 �
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-� r< W LO I , I LO o 0)
LO Ln W W 660 650
STARNES RD.
r< N I
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4
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ZULL/NE V) Z N
PROP. GRADE Z
144
8127 S.F.
SEE SHEET C6.9
15"RTP
®0.50%
ELLINGFORD
RD.
TA. 0+00 -12+0
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
•
1 " = 40' (
1"= 4f (V
ORZ.)
FRT•)
650 1 640
cCSo °° O hko
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X259,'
15"
2.2
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
137
6944 S.F.
-e
L - 91.74 , R=150.00'
4=35.04, tan=473574
145 I 146
6889 S.F. 7458 S.F.
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
•
PVI ELEV 648.79
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
®
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
18216 S. F.
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
163
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
�O
CAROLINA DEPARTMENT OF TRANSPORTATION.
4)
SHORINGTRENCHING
ACCORDINGSHA
Know what's below.
STANDARDSILL PART 1926 SUBPAR P,BE
OR AS AMMENDED.
Call before you dig.
LA THAM WALTERS
136
135
7157 S.F.
14466 S.F.
-PROP. 2'-0" VALLEY GUTTER
30'x30" /
STOP SIGN
/\ CB -13(H) I 8625 S.F.
CB -12(H)
R=15' Ce 14(74) oI�
\ a
NOTES.
774E DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS
WITH TRAFFIC SIGNALIZ477ON EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE
FOR ALL RELATED RELOCA77ON COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
CER77RCA77ON AND STREET CUT PERMITS ARE REQUIRED FOR UTIL/7Y CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR
INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
HTTP://WWW. CHARMECK. ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME. HTM
NON-STANDARD 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 TRANSPORTA77ON BEFORE INSTALLA770N.
FOR CITY OF CHARLOTTE MAINTAINED STREE7S, CONTACT CDOT AT [phone].
ANY WORK WITHIN THE CITY'S R1W THAT REQUIRES CLOSURE OF 7HE SIDEWALK OR 7RAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R1W
USE PERMIT: TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R1W USE
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE /N ACCORDANCE WITH COOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND
MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK
AT [phone].
CONS7RUC77ON STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT
COOT AT [phone].
RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE 7HE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
7HE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R1W CLOSURES. CONTRACTOR SHALL CONTACT COOT
AT [phone].
�o
133
S
L=83.72, R=150.00' X91 ''` 132 131
X08 ��7 4 =31.98, tan= 42.9790 F 19567 S.F.
PROP. LARGE MATURING STREET 17642 s.
28-
TREES @ 40'-50' O.C. PROP. 5' CONCRETE SIDEWALK
WITH 8' PLANTING STRIP (TYP.)
147
CB -12 E L=184.47; R=250.00'
7349 S.F. I h o 4=42.28, tan=96.6586
PROP. ELLINGFORD RD. �
I A
(Sl- < � { ' - �5• e, �'- _ _ 56' PUBLIC_Z,,V _
DCB -13
2 S.F. . 0-
22 35 6+0o C o
1to
83.70' _� I 7-+F00
35
35-X ('TYp.) DCB -14 E o_--
r 30x30"
PROP. 8" ROSHELD DRSTP SIGN
.
WATER LINE /
-f-SEE SHEET C6.6' /
129
18720 S. F.
L=112.00 ,R=165. 00'
4=38.89, tan=58.2533
130
27150 SF.
;,'/
/
106
17,309 S. F.
PVl STA: 11+69.66
I
161
PVI ELEV 648.79
17497 S.F
162
E
I WY
18216 S. F.
L
Ilm-
LOW PT. STA: 11+42.16
163
�O
LOW PT ELEV. 649.91
18611 S.F.
;,'/
/
106
17,309 S. F.
35 L. F. t�
2.oa� 1 CP @
yLl
I
H 0 M F
640 LGI HOMES -NC, LLC
30 " RCP
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
N
W N W
630 V)
Z LLo ° n
= w U) O
11+00 12+00 ~ 0
W O
1
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Lu
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13776 S.F Q O O
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18" RCP 12+00 W +
:B-1tl7 n
o � I
N
/ REVISIONS
�I
REV. 1- 04/19/16
REVISED PER CITY OF CHARLOTTE
ICOMMENTS
N) FES (l)
o
� =J
0
I19,335 S.F.
107 I
15173 S.F.
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
PROJECT NO.: 2015.32
SCALE: 1" = 40'(H) & 1" = 4'(V)
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
160
C607
PVl STA: 11+69.66
PVI ELEV 648.79
K.• 20. 00
E
I WY
L VC.- 145. 00
L
Ilm-
LOW PT. STA: 11+42.16
�O
LOW PT ELEV. 649.91
LA THAM WALTERS
CB- 1
ENGINEERING,INC.
^
TA 11+42.16
IM (@ E.P.): 649.6
N.C. CORP. LIC. C-1 815
j
l V IN. 644.98 (DCB
2(I))
16507 A NORTHCROSS DRIVE
°p
INV IN. 645.53 (CB-
(I))
HUNTERSVILLE, N.C. 28078
INV OUT. 644.78
PHONE: [phone]
CB -2(I)
FAX: [phone]
STA 11+42.16
660
RIM
(@ E.P.): 649.6
l
l
V IN. 645.80 (CB -3(l))
V. OUT.- 645.30
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JULY 28, 2016
650
DATE
CT1
35 L. F. t�
2.oa� 1 CP @
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I
H 0 M F
640 LGI HOMES -NC, LLC
30 " RCP
3037 SHERMAN DRIVE
LANCASTER, SC 29720
PHONE: [phone]
[e-mail]
N
W N W
630 V)
Z LLo ° n
= w U) O
11+00 12+00 ~ 0
W O
1
UQ 0
Qv �Q
J j
J I_- Q 0 -
Lu
128 O
13776 S.F Q O O
W 0
W o� CD CN
LLI z
DCB -2(I) CB -3(Q J J O
18" RCP 12+00 W +
:B-1tl7 n
o � I
N
/ REVISIONS
�I
REV. 1- 04/19/16
REVISED PER CITY OF CHARLOTTE
ICOMMENTS
N) FES (l)
o
� =J
0
I19,335 S.F.
107 I
15173 S.F.
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
PROJECT NO.: 2015.32
SCALE: 1" = 40'(H) & 1" = 4'(V)
DRAWN BY: CLR
CHECKED BY: MSL
SHEET NO:
160
C607