20201500 Ver 1_Pre-Filing Meeting Request_20201019

ID#* 20201500
Version* 1
Regional Office* Winston-Salem Regional Office - [phone]
Reviewer List* Sue Homewood
Pre -Filing Meeting Request submitted 10/19/2020
................................................................................................................................................................................................................................................................................................................
Contact Name * Lauren Norris -Heflin
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
[e-mail]
Manning Avenue
Eastwood Homes
Alamance
Street Address
3980 Premier Drive
Address Line 2
Suite 120
aty
High Point
Fbstal / Zip Code
27265
Is this a transportation project? * r Yes r No
State / Frovince / Fegion
NC
Country
USA
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit F Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Sue Homewood
Please give a brief project description below.

The proposed project is a residential development in Elon, NC. It is
anticipated that the project will require impacts for two road crossings.
Preliminary site plans have been attached for reference and are consistent
with those reviewed during the field visit.
Please let me know if you foresee any additional information which may be
needed beyond normal permitting requirements.
Discussion via email or over the phone would be fine in lieu of a meeting if
preferred.
Please give a couple of dates you are available for a meeting.
10/20/2020
10/21 /2020
10/22/2020
10/23/2020
Please attach the documentation you would like to have the meeting about.
Figure 6- WTDM (reduced).pdf 4.41 MB
20201007 Manning - prelim plans.pdf 10.76MB
pdr only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 10/19/2020

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Path: Y:\805\46308 - Manning Ave\GIS\WTDM-20200806\46308-JD-WTDM.mxdLegend
Project Study Limits - 79.8 Acres
")X Stream Identifier
!(X Wetland Identifier
gM/Wetland Flag
A Field Data StationCulvertPerennial Stream (R3)Intermittent Stream (R4)Stream BufferNon-Jurisdictional Palustrine Emergent (PEM) WetlandsPalustrine Emergent (PEM) WetlandsPalustrine Forested (PFO) WetlandsTopographic ContourMajor - 10 FeetMinor - 1 Foot
³
0 300 600150
Feet
1. Preliminary waters of the U.S. within the project study limitshave been located using submeter, Bluetooth GPS antennas byTimmons Group.2. Preliminary waters of the U.S. have not been confirmed bythe U.S. Army Corps of Engineers until stamped.3. Project limits are approximate.4. Topography based on USGS LiDAR.5. Cowardin Stream Classifications are based on NC DEQStream Identification Form version 4.11.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.EnvironmentalJOB NUMBER
CHECKED BY
SCALE
SHEET NO.
DATE
DESIGNED BY
DRAWN BYYOUR VISION ACHIEVED THROUGH OURSSite DevelopmentResidentialInfrastructureDATEREVISION DESCRIPTIONTHIS DRAWING PREPARED AT THE1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL [phone] FAX [phone] www.timmons.comCORPORATE OFFICETechnologyMANNING AVEFIGURE 6: PRELIMINARY WETLANDS AND WATERS OF THE U.S. DELINEATION MAP46308ALAMANCE COUNTY, NORTH CAROLINA08/06/2020
K. SCHMIDT

K. SCHMIDT
S. LAW
1 " = 300 '
1 of 4
PFO(sq ft)PSS(sq ft)PEM(sq ft)POW(sq ft)R3(lf)R4(lf)R6(lf)Ditch(lf)
USACE Exclusion**A 332 NT/VB1,847 NT/VC195 NT/VD426NT/VE 1,664 NT/VF 19,686 NT/VG 1,751 NT/VH170 NT/VI 8,673 NT/VJ 10,158 NT/VK 404 NT/NVL 1,232 NT/NVM 854 NT/NVN04670 0 0 0 0
b (8) NT/VTotal 43,055 0 2,314 0 404 2,086 0 0
Resource Identification
Confirmation ResourceDescriptionNotes*
Total USACE Wetland Area =44,902 sq ft 1.03 ac
Potential VA DEQ Stream Length =2,490 lf
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland; PSS=Palustrine Scrub-Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water; EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;R6 = Ephemeral Streams** See Title 33 Section 328.3 for Regulatory Category
Total USACE Stream Length =2,490 lfPotential VA DEQ Wetland Area =45,369 sq ft 1.04 ac
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Path: Y:\805\46308 - Manning Ave\GIS\WTDM-20200806\46308-JD-WTDM.mxdLegend
Project Study Limits - 79.8 Acres
")X Stream Identifier
!(X Wetland Identifier
gM/Wetland Flag
A Field Data StationCulvertPerennial Stream (R3)Intermittent Stream (R4)Stream BufferNon-Jurisdictional Palustrine Emergent (PEM) WetlandsPalustrine Emergent (PEM) WetlandsPalustrine Forested (PFO) WetlandsTopographic ContourMajor - 10 FeetMinor - 1 Foot
³
0 100 20050
Feet
1. Preliminary waters of the U.S. within the project study limitshave been located using submeter, Bluetooth GPS antennas byTimmons Group.2. Preliminary waters of the U.S. have not been confirmed bythe U.S. Army Corps of Engineers until stamped.3. Project limits are approximate.4. Topography based on USGS LiDAR.5. Cowardin Stream Classifications are based on NC DEQStream Identification Form version 4.11.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.EnvironmentalJOB NUMBER
CHECKED BY
SCALE
SHEET NO.
DATE
DESIGNED BY
DRAWN BYYOUR VISION ACHIEVED THROUGH OURSSite DevelopmentResidentialInfrastructureDATEREVISION DESCRIPTIONTHIS DRAWING PREPARED AT THE1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL [phone] FAX [phone] www.timmons.comCORPORATE OFFICETechnologyMANNING AVEFIGURE 6: PRELIMINARY WETLANDS AND WATERS OF THE U.S. DELINEATION MAP46308ALAMANCE COUNTY, NORTH CAROLINA08/06/2020
K. SCHMIDT

K. SCHMIDT
S. LAW
1 " = 100 '
2 of 4
PFO(sq ft)PSS(sq ft)PEM(sq ft)POW(sq ft)R3(lf)R4(lf)R6(lf)Ditch(lf)
USACE Exclusion**A 332 NT/VB1,847 NT/VC195 NT/VD426NT/VE 1,664 NT/VF 19,686 NT/VG 1,751 NT/VH170 NT/VI 8,673 NT/VJ 10,158 NT/VK 404 NT/NVL 1,232 NT/NVM 854 NT/NVN04670 0 0 0 0
b (8) NT/VTotal 43,055 0 2,314 0 404 2,086 0 0
Resource Identification
Confirmation ResourceDescriptionNotes*
Total USACE Wetland Area =44,902 sq ft 1.03 ac
Potential VA DEQ Stream Length =2,490 lf
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland; PSS=Palustrine Scrub-Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water; EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;R6 = Ephemeral Streams** See Title 33 Section 328.3 for Regulatory Category
Total USACE Stream Length =2,490 lfPotential VA DEQ Wetland Area =45,369 sq ft 1.04 ac
A
A
A
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gM/
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Path: Y:\805\46308 - Manning Ave\GIS\WTDM-20200806\46308-JD-WTDM.mxdLegend
Project Study Limits - 79.8 Acres
")X Stream Identifier
!(X Wetland Identifier
gM/Wetland Flag
A Field Data StationCulvertPerennial Stream (R3)Intermittent Stream (R4)Stream BufferNon-Jurisdictional Palustrine Emergent (PEM) WetlandsPalustrine Emergent (PEM) WetlandsPalustrine Forested (PFO) WetlandsTopographic ContourMajor - 10 FeetMinor - 1 Foot
³
0 100 20050
Feet
1. Preliminary waters of the U.S. within the project study limitshave been located using submeter, Bluetooth GPS antennas byTimmons Group.2. Preliminary waters of the U.S. have not been confirmed bythe U.S. Army Corps of Engineers until stamped.3. Project limits are approximate.4. Topography based on USGS LiDAR.5. Cowardin Stream Classifications are based on NC DEQStream Identification Form version 4.11.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.EnvironmentalJOB NUMBER
CHECKED BY
SCALE
SHEET NO.
DATE
DESIGNED BY
DRAWN BYYOUR VISION ACHIEVED THROUGH OURSSite DevelopmentResidentialInfrastructureDATEREVISION DESCRIPTIONTHIS DRAWING PREPARED AT THE1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL [phone] FAX [phone] www.timmons.comCORPORATE OFFICETechnologyMANNING AVEFIGURE 6: PRELIMINARY WETLANDS AND WATERS OF THE U.S. DELINEATION MAP46308ALAMANCE COUNTY, NORTH CAROLINA08/06/2020
K. SCHMIDT

K. SCHMIDT
S. LAW
1 " = 100 '
3 of 4
PFO(sq ft)PSS(sq ft)PEM(sq ft)POW(sq ft)R3(lf)R4(lf)R6(lf)Ditch(lf)
USACE Exclusion**A 332 NT/VB1,847 NT/VC195 NT/VD426NT/VE 1,664 NT/VF 19,686 NT/VG 1,751 NT/VH170 NT/VI 8,673 NT/VJ 10,158 NT/VK 404 NT/NVL 1,232 NT/NVM 854 NT/NVN04670 0 0 0 0
b (8) NT/VTotal 43,055 0 2,314 0 404 2,086 0 0
Resource Identification
Confirmation ResourceDescriptionNotes*
Total USACE Wetland Area =44,902 sq ft 1.03 ac
Potential VA DEQ Stream Length =2,490 lf
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland; PSS=Palustrine Scrub-Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water; EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;R6 = Ephemeral Streams** See Title 33 Section 328.3 for Regulatory Category
Total USACE Stream Length =2,490 lfPotential VA DEQ Wetland Area =45,369 sq ft 1.04 ac
A
A
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gM/
gM/
gM/
A
A
A
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FDS-41H2-1
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FDS-41K2-2
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40C1-19
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41K2-20
41K2-30
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623
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63
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3
6
634 613612608Path: Y:\805\46308 - Manning Ave\GIS\WTDM-20200806\46308-JD-WTDM.mxdLegend
Project Study Limits - 79.8 Acres
")X Stream Identifier
!(X Wetland Identifier
gM/Wetland Flag
A Field Data StationCulvertPerennial Stream (R3)Intermittent Stream (R4)Stream BufferNon-Jurisdictional Palustrine Emergent (PEM) WetlandsPalustrine Emergent (PEM) WetlandsPalustrine Forested (PFO) WetlandsTopographic ContourMajor - 10 FeetMinor - 1 Foot
³
0 100 20050
Feet
1. Preliminary waters of the U.S. within the project study limitshave been located using submeter, Bluetooth GPS antennas byTimmons Group.2. Preliminary waters of the U.S. have not been confirmed bythe U.S. Army Corps of Engineers until stamped.3. Project limits are approximate.4. Topography based on USGS LiDAR.5. Cowardin Stream Classifications are based on NC DEQStream Identification Form version 4.11.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.EnvironmentalJOB NUMBER
CHECKED BY
SCALE
SHEET NO.
DATE
DESIGNED BY
DRAWN BYYOUR VISION ACHIEVED THROUGH OURSSite DevelopmentResidentialInfrastructureDATEREVISION DESCRIPTIONTHIS DRAWING PREPARED AT THE1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL [phone] FAX [phone] www.timmons.comCORPORATE OFFICETechnologyMANNING AVEFIGURE 6: PRELIMINARY WETLANDS AND WATERS OF THE U.S. DELINEATION MAP46308ALAMANCE COUNTY, NORTH CAROLINA08/06/2020
K. SCHMIDT

K. SCHMIDT
S. LAW
1 " = 100 '
4 of 4
PFO(sq ft)PSS(sq ft)PEM(sq ft)POW(sq ft)R3(lf)R4(lf)R6(lf)Ditch(lf)
USACE Exclusion**A 332 NT/VB1,847 NT/VC195 NT/VD426NT/VE 1,664 NT/VF 19,686 NT/VG 1,751 NT/VH170 NT/VI 8,673 NT/VJ 10,158 NT/VK 404 NT/NVL 1,232 NT/NVM 854 NT/NVN04670 0 0 0 0
b (8) NT/VTotal 43,055 0 2,314 0 404 2,086 0 0
Resource Identification
Confirmation ResourceDescriptionNotes*
Total USACE Wetland Area =44,902 sq ft 1.03 ac
Potential VA DEQ Stream Length =2,490 lf
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland; PSS=Palustrine Scrub-Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water; EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;R6 = Ephemeral Streams** See Title 33 Section 328.3 for Regulatory Category
Total USACE Stream Length =2,490 lfPotential VA DEQ Wetland Area =45,369 sq ft 1.04 ac
CURVE TABLE
CURVE
C1
C2
DELTA
18°38'51"
11°02'21"
RADIUS
999.71'
969.71'
LENGTH
325.37'
186.83'
PRELIMINARY
ELON, ALAMANCE COUNTY, NORTH CAROLINA
PROPERTY OWNERS:
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOWN OF ELON AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.NAD 83HOLT D. LEWIS FAMILY TRUST
C/O CAROLYN PULLEY
DB 2954, PG 73
PARCEL ID 110188, 110124
GPIN# 8846-54-6133, 8846-42,9966
MANNING
VICINITY MAP
SINGLE FAMILY RESIDENTIAL
8846-54-6133 & 8846-42-9966
PROPOSED USE:
PROPOSED ZONING:NEIGHBORHOOD RESIDENTIAL
MANNINGPROJECT:
SITE DATA
ENGINEER:
JIM CHANDLER, PE
PHONE: [phone]
RALEIGH, NC 27607
5410 TRINITY ROAD; SUITE 102
TIMMONS GROUP
FAX: [phone]
EMAIL: [e-mail]
EASTWOOD HOMES
TOTAL TRACT AREA:81.88 AC
LAND ACQUISITION MANAGER
ELON, ALAMANCE COUNTY, NORTH CAROLINA
PROPERTY LOCATION:
DEVELOPER:
HIGH POINT, NC 27265
TOWNSHIP:BOONE STATION
PHONE: [phone] (M)
PINS:
TRIAD DIVISION | 3980 PREMIER DRIVE, SUITE 120 GIBSONVILLE OSSIPEE ROADN. MANN
ING
AVE
PIED
M
O
N
T
A
V
E
SITE
N/A
C0.0 COVER SHEETSheet List Table
Sheet
Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C2.0 PRELIMINARY SITE PLAN
C3.0 UTILITY PLAN
C4.0 LANDSCAPE PLAN
C5.0 LIGHTING PLAN
GIBSONVILLE OSSIPEE ROAD AND N. MANNING AVENUE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652S:\331\46308-Manning_Elon\DWG\Sheet\Plat\46308-331-C0.0-COVR.dwg | Plotted by Elizabeth Ange10/07/2020
MANNINGGIBSONVILLE OSSIPEE ROAD, ELON, ALAMANCE COUNTY, NC46308
331
B. BLACKMON
J. CHANDLERFOR RE
VIE
W
ONLYJEFF PALMER
[e-mail]
AMICK R
O
A
D
ELON OSSIPEE ROAD
600
600
610610
610 610610610 610610620620620620
6
2
0
620
620
6
2
0
620
620
630
630
63
0
630
630
63
0
640640 640
64
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640
6
4
0
6306406506
0
0
600
600 600610
6106
1
0
610
610
61
0
62
0
620620620
620
620
620
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62
0
62
0620
630
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3
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6
3
0
630
630
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630
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630630
640
6
4
0
640
64064
0
6
4
0
640
640
640
6406
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0
640640650650650
650650650 650660
660
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6
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6
6
0 660660
660660660660
660660
67
0 6706706
7
0
6
7
0
670590
590
600
6
0
0
600
600
600
SSSSSSSANSANSANSANSANSANS14°51'2
4
"
E
671.11'
S14°50'5
2
"
E
507.96'
C1
S42°21
'
1
6
"
E
504.74
'
C2 N74°44'07"E93.40'
N8°15'20"W
172.06'
N8°19'38"W
379.71'
N5°38'56"W
759.04'S87°57'01"E1607.34'N2°53'46"E
1383.25'N89°06'38"W2291.13'S14°38'5
4
"
E
651.27'S75°23'52"W250.19'S74°43'47"W30.00'
WILLIAM B. PARKER AND GRACE T. PARKER
DB 421, PG 254
PARCEL ID 110237
GPIN# 8846746287
HOLT D. LEWIS FAMILY TRUST
C/O CAROLYN PULLEY
DB 2954, PG 73
PARCEL ID 110188
GPIN# 8846546133
THOMAS M. MULLIS
LIFE ESTATE
DB 371, PG 586
PARCEL ID 110236
GPIN# 8846737545
GARY M. OAKLEY, SR.
AND
PAMELA B. OAKLEY
DB 2468, PG 268
PARCEL ID 110189
GPIN# 8846554072
WILLIE RUTH SPOON JOHNSON
DB 483, PG 870
PARCEL ID 172593
GPIN# 8846620423
FOREST D. HENLEY II
AND
DEBORAH C. HENLEY
DB 1463, PG 729
PARCEL ID 110134
GPIN# 8846444613
WILLIAM ROBERT MOORE,
DANIEL EVANS MOORE,
AND
KIM KATER MOORE
DB 1916, PG 569
PARCEL ID 110135
GPIN# 8846445300
JUSTIN CAMPBELL WHITAKER
AND
KASSIE TALBOT WHITAKER
DB 3256, PG 707
PARCEL ID 110125
GPIN# 8846431971
MICHAEL TODD KING
AND
MILLIE KING
DB 556, PG 422
PARCEL ID 110127
GPIN# 8846432899
JOYCE D. CAMPBELL
DB 2671, PG 488
PARCEL ID 110130
GPIN# 8846433725
ANNETTE FOUST
DB 3743, PG 289
PARCEL ID 110131
GPIN# 8846433734
KC PROPERTIES OF ALA
CO LLC,
C/O TIMOTHY E. CAMPBELL
DB 1381, PG 591
PARCEL ID 110129
GPIN# 8846433569
CLAYTON PROPERTIES GROUP INC
DB 3892, PG 349
PARCEL ID 110126
GPIN# 8846432385
KC PROPERTIES
DB 1092, PG 174
PARCEL ID 110128
GPIN# 8846433053
JOHN H. LOVE
AND
KIMBERLY C. LOVE
DB 3900, PG 736
PARCEL ID 110122
GPIN# 8846423521
PHILLIP T. BALL
AND
SHERRY LYNNE ROSE
DB 400, PG 476
PARCEL ID 110132
GPIN# 8846441377
HOLT D. LEWIS FAMILY TRUST
C/O CAROLYN PULLEY
DB 2954, PG 73
PARCEL ID 110124
GPIN# 8846429966
N. MA
N
N
I
N
G

A
V
E
GIBSON
V
I
L
L
E

O
S
S
I
P
E
E

R
O
A
D
WILLIE RUTH SPOON
JOHNSON
DB 1729, PG 855
PARCEL ID 110186
GPIN# 8846521284
DAVID L. PREVATT JR.
AND
ANGEL Y. PREVATT
DB 3628, PG 0855
PARCEL ID 110123
GPIN# 8846428264
EXISTING WETLANDS
EXISTING WETLANDS
EXISTING WETLANDS
50' CREEK BUFFER
CENTERLINE CREEK
50' CREEK BUFFER
50' CREEK BUFFER
50' CREEK BUFFER
EXISTING SANITARY
SEWER MANHOLE
EXISTING SANITARY
SEWER MANHOLE
100 YEAR FLOODPLAIN
100 YEAR FLOODPLAIN
50' CREEK BUFFER
EXISTING WETLANDS
CURVE TABLE
CURVE
C1
C2
DELTA
18°38'51"
11°02'21"
RADIUS
999.71'
969.71'
LENGTH
325.37'
186.83'
TANGENT
164.14'
93.71'
CHORD BEARING
S5°31'26"E
S36°50'05"E
CHORD
323.93'
186.54'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOWN OF ELON AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
CREEK BUFFER
1.BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP DATED
AUGUST 24, 2020.
2.TOPOGRAPHIC INFORMATION TAKEN FROM ALAMANCE COUNTY
GIS.
3.ENVIRONMENTAL INFORMATION TAKEN BY TIMMONS GROUP
DATED AUGUST 2020.
4.THE SUBJECT PROPERTY LIES IN ZONE X & AE, PER FIRM MAP
#3710884600L PANEL 8846 & EFFECTIVE DATE 11/17/2017.
NOTES
60' RIGHT OF WAY
60' RIGHT OF WAY
NAD 83
SCALE 1"=150'
0 300'150'
1"=150'
C1.0 EXISTING CONDITIONSPROPERTY LINE
TO BE REMOVED
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652s:\331\46308-manning_elon\DWG\Sheet\Plat\46308-331-C1.0-EXIS.dwg | Plotted by Elizabeth Ange10/07/2020
MANNINGGIBSONVILLE OSSIPEE ROAD, ELON, ALAMANCE COUNTY, NC46308
331
B. BLACKMON
J. CHANDLERFOR RE
VIE
W
ONLY30' EXISTING SANITARY EASEMENT
MOONSTO
N
E

C
O
U
R
T
EME
R
A
L
D

D
R
GRAPHITE DRKUTTER DRTRIMBL
E

D
R
ROAD AROAD BROAD CROAD DROAD DROAD EROAD FROAD GROAD AROAD A
RO
A
D

HROAD HROAD H
ROAD I
ROAD I
ROAD
J
ROAD J
ROAD D
ROAD K
ROAD K
ROAD A
ROAD L
39'91'60'60'49'10'54'
41'
37'
9
0
'
9
5
'39'45'13'74'
14'
60'
60'
60'
17'
75'19'49'60'60'60'50'3
9
'13'61'43'65'36'6'30'
93'56'60'60'66'120'91'120'
68'35'70'49'
60'
60'
60'
51'58'60'60'60'
53'95'3
9
'45'60'60'60'60'48'11'54'
63'120'10
6
'
91'66'120'120'120'70'60'60'60'60'
95'
95'3
9
'45'60'60'60'60'60'60'45'39'95'95'3
9
'45'60'60'60'60'60'60'45'39'120'
120'70'60'60'60'60'60'60'70'28'
38'18'
38'56'
14'
45'10'
50'
10'
50'
10'
60'
70'120'95'63'34'3
7
'
44'70'60'60'45'19'73'
73'
50'3'39'95'95'
39'3'39'
65'10'55'60'60'60'45'39'45'70'70'41'56'
9
1
'13'39'108'
24'
102'58'34'45'52'40'120'33'95'39'169'50'9'120'133
'
68'2'70'70'
1
5
1
'120'120'70'13'44'23'
29'51'
3'60'
70'120'120'
45'
60'
3'
52'43'13'45'39'
9
5
'
9
5
'39'45'13'49'80'
69'
3'
60'
45'
39'95'95'39'120'120'
1
2
0
'
1
2
0
'
1
2
0
'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'120'
120'
120'
120'
120'
120'
120'
120'
120'
120'
120'
120'
34'9'49'
67'
67'
83'
37'5'38'52'
52'
52'
5
2
'52'52'52'35'5'37'85'67'67'47'22'60'60'60'60'9'47'31'26'9'61'70'70'70'60'60'60'60'45'3
9
'122'1
0
4
'
5
8
'
130'
120'111'83'83'79'60'60'60'60'82'120'
120'70'50'10'60'60'60'70'70'70'70'120'104'104'122'
120'
120'120'70'102'123'129'
120'
120'121'83'149'130'1
4
8
'
120'
120'
124'
128'
120'
111'128'121'76'120'
120'
104'51'123'123'
120'
120'120'128'120'34'86'120'120'120'1
2
0
'120'120'120'120'120'120'70'70'70'70'8'35'41
'
85'
8'63'54'
54
'
5
4
'54'54'54'54'7'62'70'70'70'6
0
'
6
0
'
6
0
'
6
0
'
3
9
'
2
8
'63'53'11'70'70'70'70'70'19'33'49'49'
49
'49'10'33'3
9
'
95'16'40'
54'
5
3
'58'13'
39'3'41'
68'
68'19'50'96'114'47'82'81'
8
1
'
8
1
'
81
'
81'
80'2'30'
64'44'44'19'109'73'
63'
61'
61'
6
1
'
6
1
'61'54'38'73'120'104'21'
72'59'
9
1
'
92'
86'
17'58'
1
2
4
'
125'135'125'125'126'36'103'70'70'70'70'70'106'8
6
'
8
1
'124'120'120'120'120'120'120'1
2
0
'70'70'70'74'91'120'91'120'
96'
88
'
8
9
'89'89'113'20'70'70'70'121'
95'60'60'70'70'70'70'45'39'95'60'60'70'70'70'70'70'100'55'81'45'
90'
6
0
'
50'86'152'34'41'48'9'60'60'59'43
'63'
29'81'39'45'60'60'60'70'70'80'47
'
120'
120'70'60'60'60'32'38'70'120'
3
2
'
131'
120'
120'
120'
120'
120'
120'
95'70'70'70'70'70'60'60'60'60'105'82'60'60'70'70'28'30'42'105'95'3
9
'45'20'55'
5
4
'
54
'80'51'20'45'39'173'21'
71'
71'
71'184'60'60'60'10'53'120'
104'
22'
120'172'60'60'60'60'10'
120'
123'32'170'50'120'
157'169'164'70'49'207'196'222'210'70'70'70'167'127'
120'65'5'13'123'
120'120'120'120'120'120'120'121'
121'
120'
134'
120'127'28'92'128'120'125'120'
13
0
'
120'120'120'50'70'120'
1
2
0
'
120'82'56'121'120'142'1
2
0
'
120'144'1
2
0
'
120'120'120'121'120'1
2
0
'
120'125'120'
122'133'120'
138
'120'94'
21'
OPEN SPACE 3
68,444 SF
1.57 AC
OPEN SPACE 2
52,588 SF
1.21 AC
OPEN SPACE 4
28,199 SF
0.65 AC
OPEN SPACE 1
91,293 SF
2.10 AC
OPEN SPACE 5
60,785 SF
1.40 AC
OPEN SPACE 6
14,178 SF
0.33 AC
OPEN SPACE 7
5,148 SF
0.12 AC
3
7,480 SF
0.17 AC
2
8,499 SF
0.20 AC 1
9,839 SF
0.23 AC
73
8,266 SF
0.19 AC
72
8,266 SF
0.19 AC
175
8,962 SF
0.21 AC
196
9,292 SF
0.21 AC
195
11,135 SF
0.26 AC
200
10,359 SF
0.24 AC
202
10,074 SF
0.23 AC
201
10,404 SF
0.24 AC
199
8,266 SF
0.19 AC
198
8,400 SF
0.19 AC
197
8,400 SF
0.19 AC
177
7,200 SF
0.17 AC
176
8,266 SF
0.19 AC
180
8,266 SF
0.19 AC
183
7,916 SF
0.18 AC
187
8,512 SF
0.20 AC
171
7,200 SF
0.17 AC
188
7,713 SF
0.18 AC
189
7,715 SF
0.18 AC
174
9,562 SF
0.22 AC
192
7,200 SF
0.17 AC
181
8,266 SF
0.19 AC
182
7,128 SF
0.16 AC 178
8,334 SF
0.19 AC
184
7,559 SF
0.17 AC
185
7,200 SF
0.17 AC
186
8,266 SF
0.19 AC
179
8,141 SF
0.19 AC
7
7,200 SF
0.17 AC
6
7,200 SF
0.17 AC
5
7,200 SF
0.17 AC
4
7,200 SF
0.17 AC8
8,266 SF
0.19 AC
173
7,962 SF
0.18 AC
172
7,200 SF
0.17 AC
169
8,266 SF
0.19 AC
190
7,330 SF
0.17 AC
191
7,200 SF
0.17 AC
194
8,225 SF
0.19 AC
193
8,400 SF
0.19 AC
170
7,200 SF
0.17 AC
80
8,266 SF
0.19 AC
65
8,266 SF
0.19 AC
79
7,200 SF
0.17 AC
66
7,200 SF
0.17 AC
78
7,200 SF
0.17 AC
67
7,200 SF
0.17 AC
77
7,200 SF
0.17 AC
68
7,200 SF
0.17 AC
76
7,200 SF
0.17 AC
69
7,200 SF
0.17 AC
75
7,200 SF
0.17 AC
70
7,200 SF
0.17 AC
74
7,200 SF
0.17 AC
71
7,200 SF
0.17 AC
113
9,507 SF
0.22 AC
105
7,200 SF
0.17 AC
62
8,400 SF
0.19 AC
112
9,507 SF
0.22 AC
104
7,200 SF
0.17 AC
61
8,400 SF
0.19 AC
120
7,710 SF
0.18 AC
111
9,478 SF
0.22 AC
103
7,200 SF
0.17 AC
60
7,200 SF
0.17 AC
118
9,376 SF
0.22 AC
110
10,809 SF
0.25 AC
102
7,199 SF
0.17 AC
59
7,200 SF
0.17 AC
117
11,173 SF
0.26 AC
109
10,807 SF
0.25 AC
101
8,390 SF
0.19 AC
58
7,200 SF
0.17 AC
116
10,753 SF
0.25 AC
108
9,131 SF
0.21 AC
100
8,124 SF
0.19 AC
57
7,200 SF
0.17 AC
115
9,444 SF
0.22 AC
107
9,076 SF
0.21 AC
64
8,399 SF
0.19 AC
114
10,145 SF
0.23 AC
106
8,879 SF
0.20 AC
63
8,400 SF
0.19 AC
95
7,477 SF
0.17 AC
163
8,931 SF
0.21 AC
98
8,745 SF
0.20 AC
94
8,510 SF
0.20 AC
164
7,792 SF
0.18 AC
93
9,481 SF
0.22 AC
165
7,200 SF
0.17 AC
158
8,266 SF
0.19 AC
166
7,200 SF
0.17 AC
159
9,213 SF
0.21 AC
167
7,200 SF
0.17 AC
160
7,200 SF
0.17 AC
168
8,899 SF
0.20 AC
97
7,200 SF
0.17 AC
161
7,200 SF
0.17 AC
96
7,200 SF
0.17 AC
162
7,200 SF
0.17 AC
99
9,928 SF
0.23 AC
84
7,200 SF
0.17 AC
92
14,869 SF
0.34 AC 83
8,400 SF
0.19 AC
91
9,085 SF
0.21 AC
82
8,400 SF
0.19 AC
90
7,200 SF
0.17 AC
81
10,497 SF
0.24 AC
89
7,200 SF
0.17 AC
88
9,218 SF
0.21 AC
86
7,200 SF
0.17 AC
85
7,200 SF
0.17 AC
21
12,522 SF
0.29 AC
36
8,400 SF
0.19 AC
20
10,355 SF
0.24 AC
30
8,317 SF
0.19 AC
19
10,267 SF
0.24 AC
29
10,795 SF
0.25 AC
18
10,179 SF
0.23 AC
25
14,700 SF
0.34 AC
17
10,090 SF
0.23 AC
28
9,970 SF
0.23 AC
24
14,664 SF
0.34 AC
16
17,543 SF
0.40 AC
27
8,516 SF
0.20 AC
23
14,076 SF
0.32 AC
34
9,455 SF
0.22 AC
26
8,266 SF
0.19 AC 22
13,299 SF
0.31 AC
33
8,266 SF
0.19 AC
15
7,200 SF
0.17 AC
14
7,200 SF
0.17 AC
13
8,400 SF
0.19 AC
12
8,400 SF
0.19 AC
11
8,400 SF
0.19 AC
10
8,400 SF
0.19 AC
9
8,266 SF
0.19 AC
56
8,266 SF
0.19 AC
40
8,451 SF
0.19 AC
49
8,440 SF
0.19 AC
151
10,307 SF
0.24 AC
143
10,612 SF
0.24 AC
135
10,045 SF
0.23 AC
127
8,739 SF
0.20 AC
41
8,429 SF
0.19 AC
50
8,900 SF
0.20 AC
150
8,400 SF
0.19 AC
142
10,307 SF
0.24 AC
134
9,208 SF
0.21 AC
126
8,739 SF
0.20 AC
42
8,408 SF
0.19 AC
51
8,900 SF
0.20 AC
149
8,400 SF
0.19 AC
141
10,613 SF
0.24 AC
133
8,564 SF
0.20 AC
125
9,263 SF
0.21 AC
43
8,183 SF
0.19 AC
52
8,589 SF
0.20 AC
148
8,400 SF
0.19 AC
140
8,853 SF
0.20 AC
132
10,859 SF
0.25 AC
124
8,486 SF
0.19 AC
44
11,085 SF
0.25 AC
53
8,400 SF
0.19 AC
147
8,400 SF
0.19 AC
139
8,901 SF
0.20 AC
131
10,805 SF
0.25 AC
45
9,553 SF
0.22 AC
54
8,400 SF
0.19 AC
146
8,400 SF
0.19 AC
138
8,722 SF
0.20 AC 130
8,582 SF
0.20 AC
123
11,560 SF
0.27 AC
47
8,440 SF
0.19 AC
55
8,400 SF
0.19 AC
145
9,679 SF
0.22 AC
137
8,619 SF
0.20 AC
129
8,582 SF
0.20 AC
39
8,472 SF
0.19 AC
48
8,440 SF
0.19 AC
152
11,856 SF
0.27 AC
144
10,763 SF
0.25 AC
136
8,222 SF
0.19 AC
128
8,582 SF
0.20 AC
121
9,363 SF
0.21 AC
32
7,704 SF
0.18 AC
35
8,424 SF
0.19 AC
38
7,200 SF
0.17 AC
37
7,200 SF
0.17 AC
155
7,200 SF
0.17 AC 156
7,200 SF
0.17 AC 157
7,200 SF
0.17 AC
154
7,200 SF
0.17 AC
153
9,224 SF
0.21 AC
122
12,058 SF
0.28 AC
119
9,097 SF
0.21 AC
31
7,100 SF
0.16 AC
46
8,488 SF
0.19 AC
87
8,268 SF
0.19 AC
6
0
'
6
0
'
6
0
'
84'50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B 50' ROW - 27' B-B50'

R
O
W

-

2
7
'

B
-
B
50' ROW - 27'
B-
B
50' ROW - 27' B-B
50' ROW - 27' B-B50' ROW - 27'
B-
B
50' RO
W

-
2
7'

B
-
B
OPEN SPACE 8
845,641 SF
19.41 AC
PUBLIC SCM ACCESS
& PRIVATE DRAINAGE
EASEMENT
PUBLIC SCM ACCESS
& PRIVATE DRAINAGE
EASEMENT
PUBLIC SCM ACCESS
& PRIVATE DRAINAGE
EASEMENT
PUBLIC SCM ACCESS
& PRIVATE DRAINAGE
EASEMENT
PUBLIC SCM ACCESS
& PRIVATE DRAINAGE
EASEMENT
20' PUBLIC UTILITY
EASEMENT
EXISTING 30'
PUBLIC
UTILITY
EASEMENT
30' PER
I
M
E
T
E
R
BUFFER15' PERIMETER BUFFER30' PERIMETER BUFFER30' PERIMETER B
U
F
F
E
R
50' BUF
F
E
R 50' BUFF
E
R
20' PRIVATE DRAINAGE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
EXISTING 30'
PUBLIC
UTILITY
EASEMENT
GENERAL SITE NOTES
1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH TOWN OF ELON AND NCDOT STANDARDS AND
SPECIFICATIONS.
2.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM THEIR ACTIVITIES. CALL UTILITY LOCATOR
SERVICE BEFORE DIGGING.
3.ALL STREETS SHALL BE PUBLIC.
4.ALL UTILITIES SHALL BE UNDERGROUND.
5.EACH LOT WILL BE SERVED BY TOWN OF ELON PUBLIC WATER.
6.EACH LOT WILL BE SERVED BY TOWN OF ELON PUBLIC SEWER.
7.NCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL
EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH.
8.CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO
CONSTRUCTION.
9.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY
SIGNAGE.
10.STREET NAMES MUST BE APPROVED BY TOWN OF ELON PRIOR TO
FINAL PLAT.
DEVELOPER:
EASTWOOD HOMES
ENGINEER:
TIMMONS GROUP
JIM CHANDLER, PE
5410 TRINITY ROAD, STE. 102
RALEIGH, NC 27607
PHONE: [phone]
JEFF PALMER
SITE DATA
PINs = 8846-54-6133 AND 8846-42-9966
FIRM MAP# = 3710884600L
3980 PREMIER DRIVE SUITE 120
HIGH POINT, NC 27265
FRONT YARD = 10'
SIDE YARD = 8'
REAR YARD = 25'
CORNER YARD = 10'
SETBACKS TABLE
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
OPEN SPACE
EXISTING WETLANDS
CREEK BUFFER
PROPOSED LOT LINE
BUILDING SETBACK
UTILITY EASEMENT
PROPOSED NUMBER OF LOTS = 202
MINIMUM ALLOWABLE LOT SIZE = 6,000 sq.ft.
MINIMUM LOT SIZE PROVIDED = 7,200 sq.ft.
AVERAGE LOT SIZE = 8,697 sq.ft.
MINIMUM REQUIRED LOT WIDTH AT SETBACKS = 60 feet
MINIMUM LOT WIDTH PROVIDED = 60 feet
EXISTING TRACT ACREAGE = 81.88 acres
ZONING = NEIGHBORHOOD RESIDENTIAL ZONING
LAND USE = SINGLE FAMILY RESIDENTIAL
PROVIDED OPEN SPACE AREA= 26.77 acres (32.7%)
PROPOSED DENSITY = 2.47 du/a
DRAINAGE EASEMENT
STREET TABLE OPEN SPACE TABLE
USPS NOTE
CLUSTER MAILBOXES TO BE LOCATED WITHIN
NEIGHBORHOOD OPEN SPACE AREA 2. KIOSK LOCATION
SHALL BE APPROVED BY USPS PRIOR TO SUBDIVISION
APPROVAL. IF TEMPORARY LOCATIONS ARE REQUIRED,
APPROVAL OF LOCATIONS SHALL BE RECEIVED FROM USPS.
A HOMEOWNER'S ASSOCIATION (HOA) WILL OWN AND
MAINTAIN ALL OPEN SPACE PARCELS AND WILL BE
RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING
REQUIRED BY TOWN OF ELON LAND DEVELOPMENT
ORDINANCE (LDO).
1/4"/FT.
8" ABC
22'
1/4"/FT.
50'
RIGHT OF WAY
PAVEMENT
LC
2 1/2" SF-9.5A
2.5'
1/4"/FT.
2.5'
SHOULDER
1/4"/FT.
30" STANDARD CURB
SLOPE 2:1 MAX
13'
TRAVEL LANE
5'5'
SLOPE 2:1 MAX
TYPICAL CROSS SECTION
13'
TRAVEL LANE
1.5
SIDEWALKSHOULDER
30" STANDARD CURB
11.5'
SCM
SCM
SCM
SCM
SCM
NAD 83
0
SCALE 1"=100'
200'100'
R50'
GIBSON
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1"=100'
C2.0 PRELIMINARY SITE PLANJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652s:\331\46308-manning_elon\DWG\Sheet\Plat\46308-331-C2.0-SITE.dwg | Plotted by Elizabeth Ange10/07/2020
MANNINGGIBSONVILLE OSSIPEE ROAD, ELON, ALAMANCE COUNTY, NC46308
331
B. BLACKMON
J. CHANDLERFOR RE
VIE
W
ONLYMAIL KIOSK AREA
GARAGE SETBACK = 20'
SSSSSSANSANSANSANSANSANSANSANROAD AROAD BROAD CROAD DROAD DROAD EROAD FROAD GROAD AROAD A
RO
A
D

HROAD HROAD H
ROAD I
ROAD I
ROAD
J
ROAD J
ROAD D
ROAD K
ROAD K
ROAD A
ROAD L
3 2
1
73 72
175
196
195
200
202
201
199 198 197
177
176
180
183
187
171
188 189
174
192
181
182
178
184
185
186
179
7 6 5 4
8
173 172 169
190 191 194193
170
80 65
79 66
78 67
77 68
76 69
75 70
74 71
113
105
62
112
104
61
120
111
103
60
118
110
102
59
117
109
101
58
116
108
100
57
115
107
64
114
106
63
95
163
9894
164
93
165
158
166
159
167
160
168
97
161
96
162
99
84
92
83
91
82
90
81
89
88
86
85
21
36
20
30
19
29
18
25
17
28
24
16
27
2334
26
2233
15 14 13 12 11 10 9
56
40
49
151
143
135
127
41
50
150
142
134
126
42
51
149
141
133
125
43
52
148
140
132
124
44
53
147
139
131
45
54
146
138
130
123
47
55
145
137
129
39
48
152
144
136
128
121
3235
38
37
155
156
157
154
153
122 119
31
46
87 8''W
8''W 8''W8''W
8''W 8''W8''W
8''W
8''W
8''W
8''W8''W8''W
8''W
8''W
8''W
8''W
6''W6''W6''W 6''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W8''W8''W6''W6''W8''W
8''W
8''W 8''W8''W8''W8''W8''W
8''W
8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W 6''W6''W
SAN
SAN
SAN
SAN
SANSANSANSAN
SANSANSANSANSANSANSANSANSANSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSS
SS SS
SSSSSSSSSSSSSSSSALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOWN OF ELON AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
UTILITY LEGEND
GATE VALVE
BLOWOFF ASSEMBLY
FIRE HYDRANT ASSEMBLY
PROPOSED WATER MAIN
PROPOSED MANHOLE
PROPOSED SEWER MAIN
8''W
8''SAN
S
LEGEND
PROPERTY LINE
SANITARY SEWER EASEMENT
NOTE. ALL WATER IS OWNED AND MAINTAINED BY
TOWN OF ELON PUBLIC WATER.
OPEN SPACE
EXISTING WETLANDS
GIBSON
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FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
30' SANITARY SEWER EASEMENT
8" X 8" TEE
8" GV (3)
6" X 8" TEE
8" GV (2)
6" GV (1)
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
6" X 8" TEE
8" GV (2)
6" GV (1)
8" X 8" TEE
8" GV (3)
6" X 8" TEE
8" GV (2)
6" GV (1)
NAD 83
0
SCALE 1"=100'
200'100'
1:100
C3.0 UTILITY PLANEXISTING SANITARY
SEWER MANHOLE
EXISTING SANITARY
SEWER MANHOLE
CONNECT TO
EXISTING SANITARY
SEWER MANHOLE
EXISTING SANITARY
SEWER MANHOLE
EXISTING SANITARY
SEWER MANHOLE
SCM
SCM
SCM
SCM
SCM
PROPOSED
SEWER MANHOLE
PROPOSED
SEWER MANHOLE
PROPOSED 8" WATER MAIN
PROPOSED 8" SEWER LINE
PROPOSED WATER METER, TYP.
PROPOSED SEWER LATERAL, TYP.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652s:\331\46308-manning_elon\DWG\Sheet\Plat\46308-331-C3.0-UTIL.dwg | Plotted by Elizabeth Ange10/07/2020
MANNINGGIBSONVILLE OSSIPEE ROAD, ELON, ALAMANCE COUNTY, NC46308
331
B. BLACKMON
J. CHANDLERFOR RE
VIE
W
ONLYFIRE HYDRANT
ASSEMBLY, TYP.
BLOWOFF
ASSEMBLY, TYP.
OFF SITE WATER
EXTENSION REQUIRED.
OFF SITE WATER
EXTENSION REQUIRED.
CREEK BUFFER
6" WATERMAIN
8" WATERMAIN
6" X 8" TEE
8" GV (2)
6" GV (1)
6" WATERMAIN
6" WATERMAIN
8" WATERMAIN
6" X 8" TEE
8" GV (2)
6" GV (1)
6" X 8" TEE
8" GV (2)
6" GV (1)
20' PUBLIC
UTILITY
EASEMENT
8" WATERMAIN
8" WATERMAIN
6" WATERMAIN
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (2)
6" X 8" REDUCER
6" GV (1)
8" WATERMAIN
ROAD AROAD BROAD CROAD DROAD DROAD EROAD FROAD GROAD AROAD A
RO
A
D

HROAD HROAD H
ROAD I
ROAD I
ROAD
J
ROAD J
ROAD D
ROAD K
ROAD K
ROAD A
ROAD L
OPEN SPACE 3
68,444 SF
1.57 AC
OPEN SPACE 2
52,588 SF
1.21 AC
OPEN SPACE 4
28,199 SF
0.65 AC
OPEN SPACE 1
91,293 SF
2.10 AC
OPEN SPACE 5
60,785 SF
1.40 AC
OPEN SPACE 6
14,178 SF
0.33 AC
OPEN SPACE 7
5,148 SF
0.12 AC
3 2
1
73 72
175
196
195
200
202
201
199 198 197
177
176
180
183
187
171
188 189
174
192
181
182
178
184
185
186
179
7 6 5 4
8
173 172 169
190 191 194193
170
80 65
79 66
78 67
77 68
76 69
75 70
74 71
113
105
62
112
104
61
120
111
103
60
118
110
102
59
117
109
101
58
116
108
100
57
115
107
64
114
106
63
95
163
9894
164
93
165
158
166
159
167
160
168
97
161
96
162
99
84
92
83
91
82
90
81
89
88
86
85
21
36
20
30
19
29
18
25
17
28
24
16
27
2334
26
2233
15 14 13 12 11 10 9
56
40
49
151
143
135
127
41
50
150
142
134
126
42
51
149
141
133
125
43
52
148
140
132
124
44
53
147
139
131
45
54
146
138
130
123
47
55
145
137
129
39
48
152
144
136
128
121
3235
38
37
155
156
157
154
153
122 119
31
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87
50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B50' ROW - 27' B-B 50' ROW - 27' B-B50'

R
O
W

-

2
7
'

B
-
B
50' ROW - 27'
B-
B
50' ROW - 27' B-B
50' ROW - 27' B-B50' ROW - 27'
B-
B
50' RO
W

-
2
7'
B
-
B
OPEN SPACE 8
845,641 SF
19.41 AC
PLANT NAME
ALLOWABLE STREET TREE PLANT LIST
SIZE
ULMUS PARVIFOLIA 'LACEBARK'
LACEBARK ELM 2" CAL
10 - 12' HT
2" CAL
10 - 12' HT
2" CAL
10 - 12' HT
2" CAL
10 - 12' HT QUERCUS PHELLOS 'HIGHTOWER'
HIGHTOWER WILLOW OAK
ULMUS AMERICANA 'PRINCETON'
AMERICAN ELM
QUERCUS LYRATA
OVERCUP OAK
2" CAL
10 - 12' HT GINKGO BILOBA
MAIDENHAIR TREE
2" CAL
10 - 12' HT NYSSA SYLVATICA
TUPELO
NOTES:
1.PLACEMENT OF TREES SHALL AVOID DRIVEWAYS, WATER AND SEWER SERVICES, AND
OTHER UTILITIES. CHOOSE LOCATION TO MINIMIZE DISTURBANCE TO EXISTING TREE
ROOTS.
2.TREES SHALL BE MULCHED WITH 3" CLEAN PINE STRAW.
3.TREES SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE TIME OF
ACCEPTANCE.
TYPICAL TREE PLANTING
WIDTH OF THE TOP OF THE
HOLE TO BE 3 TIMES THE
ROOT BALL WIDTH IN CLAY
SOILS
TAPERED SIDES.
IF PLANTING HOLES ARE DUG WITH
A LARGER AUGER, BREAKING DOWN
THE SIDE WITH A SHOVEL CAN
ELIMINATE GLAZING AND CREATE
THE PREFERRED SLOPING SIDE.
CUT BURLAP, ROPE, WIRE BASKET
SET BALL ON UNDISTURBED SOIL
MOUND TO PREVENT SETTLING.
AWAY FROM TOP AND SIDES OF
ROOT BALL.
NO SCALE
INCHES (10 CM) ABOVE GRADE
SOIL, 2 TIMES MINIMUM IN
IN POORLY DRAINED SOILS.
WIDTH OF PLANTING HOLE IS 3
TIMES ROOT BALL DIAMETER IN
HIGHLY COMPACTED OR CLAY
DIG WIDE PLANTING HOLE WITH
ALL OTHERS.
DO NOT WRAP TRUNK.
MARK THE NORTH SIDE OF
THE TREE IN THE NURSERY
AND LOCATE TO THE NORTH
TRUNK FLARE AND TOP OF ROOT
BALL SHOULD BE AT GRADE IN
WELL DRAINED SOIL, UP TO 4
IN THE FIELD.
YARD WASTE OR OTHER COMPOST AND TILL
INTO TOP 6" (15 CM) OF PREPARED
SOIL. ADD COMPOST AT 20-35% BY VOLUME
TO BACKFILL.
EXTEND STAKES INTO UNDISTURBED SOIL.
4-6" (10-15 CM) DEEPER THAN ROOT BALL
FOR LOWERED PLANTING HOLE AS NEEDED
WITH POOR DRAINAGE.
PACK BACKFILL SOIL AROUND BASE OF ROOT
BALL TO STABILIZE. ALLOW REST OF BACKFILL
TO SETTLE NATURALLY OR TAMP LIGHTLY.
AVOID PURCHASING TREES WITH TWO LEADERS
OR REMOVE ONE AT PLANTING. OTHERWISE, DO
NOT PRUNE TREE AT PLANTING EXCEPT FOR
SPECIFIC STRUCTURAL CORRECTIONS.
DO NOT STAKE TREES EXCEPT WHERE
SPECIFIED BY LANDSCAPE ARCHITECT.
IF STAKING IS NECESSARY, USE TWO
OPPOSING STAKES WITH SEPARATE
FLEXIBLE TIES. REMOVE STAKING
AT END OF FIRST GROWING SEASON.
3" (5 CM) PINE STRAW MULCH. DO NOT
PLACE MULCH IN CONTACT WITH TRUNK.
4" (10 CM) RAISED RING OF SOIL TO
DIRECT WATER INTO ROOT BALL.
ESPECIALLY IMPORTANT IF TOP OF ROOT
BALL IS RAISED ABOVE GRADE.
BEFORE PLANTING, ADD 3-4" (7-10 CM)
OF WELL-COMPOSTED LEAVES, RECYCLED
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF ELON AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
OPEN SPACE
EXISTING WETLANDS
WATERSHED BUFFER
PROPOSED LOT LINE
UTILITY EASEMENT
1:100
C4.0 LANDSCAPE PLANNAD 83
0
SCALE 1"=100'
200'100'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652s:\331\46308-manning_elon\DWG\Sheet\Plat\46308-331-C4.0-PLNT.dwg | Plotted by Elizabeth Ange10/07/2020
MANNINGGIBSONVILLE OSSIPEE ROAD, ELON, ALAMANCE COUNTY, NC46308
331
B. BLACKMON
J. CHANDLERFOR RE
VIE
W
ONLYSCM
SCM
SCM
SCM
SCM
GIBSON
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ROAD AROAD BROAD CROAD DROAD DROAD EROAD FROAD GROAD AROAD A
RO
A
D

HROAD HROAD H
ROAD I
ROAD I
ROAD
J
ROAD J
ROAD D
ROAD K
ROAD K
ROAD A
ROAD L
OPEN SPACE 3
68,444 SF
1.57 AC
OPEN SPACE 2
52,588 SF
1.21 AC
OPEN SPACE 4
28,199 SF
0.65 AC
OPEN SPACE 1
91,293 SF
2.10 AC
OPEN SPACE 5
60,785 SF
1.40 AC
OPEN SPACE 6
14,178 SF
0.33 AC
OPEN SPACE 7
5,148 SF
0.12 AC
3 2
1
73 72
175
196
195
200
202
201
199 198 197
177
176
180
183
187
171
188 189
174
192
181
182
178
184
185
186
179
7 6 5 4
8
173 172 169
190 191 194193
170
80 65
79 66
78 67
77 68
76 69
75 70
74 71
113
105
62
112
104
61
120
111
103
60
118
110
102
59
117
109
101
58
116
108
100
57
115
107
64
114
106
63
95
163
9894
164
93
165
158
166
159
167
160
168
97
161
96
162
99
84
92
83
91
82
90
81
89
88
86
85
21
36
20
30
19
29
18
25
17
28
24
16
27
2334
26
2233
15 14 13 12 11 10 9
56
40
49
151
143
135
127
41
50
150
142
134
126
42
51
149
141
133
125
43
52
148
140
132
124
44
53
147
139
131
45
54
146
138
130
123
47
55
145
137
129
39
48
152
144
136
128
121
3235
38
37
155
156
157
154
153
122 119
31
46
87
OPEN SPACE 8
845,641 SF
19.41 AC
STREET LIGHT, TYP.
STREET
LIGHT, TYP.
STREET LIGHT, TYP.
STREET LIGHT, TYP.
STREET LIGHT, TYP.
STREET
LIGHT, TYP.
STREET LIGHT, TYP.
STREET LIGHT, TYP.
STREET
LIGHT, TYP.
STREET
LIGHT, TYP.LIGHTING PLANC5.0
LED STREET LIGHTS
(9,500 LUMENS LED 75 ROADWAY LIGHT)
ALUMINUM POLE - HEIGHT 30'
LIGHTING LEGEND
NAD 83
0
SCALE 1"=100'
200'100'
1"=100'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652s:\331\46308-manning_elon\DWG\Sheet\Plat\46308-331-C5.0-LUMN.dwg | Plotted by Elizabeth Ange10/07/2020
MANNINGGIBSONVILLE OSSIPEE ROAD, ELON, ALAMANCE COUNTY, NC46308
331
B. BLACKMON
J. CHANDLERFOR RE
VIE
W
ONLYGIBSON
V
I
L
L
E

O
S
S
I
P
E
E

R
O
A
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N. M
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