NCC242531_Site Plan or Location Map_20240820

DATA BLOCK SURVEY `
SELZNICK PROPERTY ERIN LOT 2 DEePo15BPG23 TRUST �/ EQUINOX
9999 Rice Branch Road
/ ,i \ 14 O'Henry Ave.
0�,/./�/ i \ \ Asheville,Su to 206
PIN:9750 74 3650(East),9750 53 2702 / ® ,���' '_� \ \� t8le,NC 8801
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/ s% ^,e f 828.253.8256
Buncombe County,North Carolina s / �i' - - ;a\ SEA
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Latitude: 35.6342 N ry�k/^ I I I i�� x� \\\
Longitude: 82.5146 W 1 \\\ \ \ \ \ \ --- //,/ _
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Approximately 180.00 acres 44\\\ 1 - - iG,/a/ / /9__--/.. / �� �� .. ;�,Psos q• �:.
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Total disturbance area is 3.43 acres /// /i1 "',/J/ // // _ `Z ~ y
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River Basin:French Broad .-0• �/��,/,-- -1 ' v - „" �I T pip r' �,$/ ., ///=
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ARCHITECT: \ \ �~ �Ill it \ PHI 11\(I ), I 1 //lkT l�rr / /®/lI/ /�I I�i /�//1�i�7/"//�",c/i-�//�/�� i""J �=� _- /
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SURVEYOR: ,sREEARINCEN, a,No,o -_�,L4. �r%'/�i%%ii //,// ,„"
McABEE&ASSOCIATES '�111 1,1/„L/ '
.� -1 I,,//,p f 0 30' 60' 120'
Eric McAbee
[phone] BRANCH
�'" SCALE:60'-0"
[e-mail]
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NOTES & GENERAL SPECIFICATIONS VICINITY MAP z
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Driveway Width:Shall be 12'-0"in width with a minimum of ten(10'-0")in width. BEAVERDAM RD Q
If drainage problems are encountered in the roadbed the following is recommended: —
• Improve the roadbed's surface drainage. SITE U)
• Apply Geogrid BX1100 under the gravel and prior to applying stone gravel or other suitable geotextile approved by the Owner.Geotextile fabric to cover the bottom RICE BRANCHRD w
and sides of the excavated area.
MERRIMON AVE
• Use large(3-inch)stone for the road surface along with smaller crushed stone. (US-25) 6
In very wet situations,contact Landscape Architect. ,9 U v-o
The driveway shall be constructed to drain water and include a crowned driving surface,a shoulder area that slopes directly away from the edge of the driving surface, A 1-26 TOWN MOUNTAIN RD c
and a drainage ditch/swale. n Nz Zu
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Cross Slope:Cross slope of at least 1/2 inch of crown per foot(approximately 4%)on the cross slope is ideal. The crown should be a straight line from the shoulder and OA \ 2 _I v 8
not a parabolic curve.For in-slope or out-slope use a grade of 4-6%for the cross slope. = 1-240 a w ' =
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Superelevation at Curves:Gentle transitions and uniform grading between crown and superelvated sections of the driveway shall be provided. A transition into a straight, o ( ) ¢ m
superelevated surface should be maintained uniformly throughout the curve.A gentle transition back to a normal crowned road surface beyond the curve to the straight IP
section of the driveway shall be provided. US-70)
Copyright®3021,Equinaz EmimnmenW l
Longitudinal Road Grade:Max.11%slope whenever possible;can go up to 14%max.for small sections less than 200'where necessary. Broad based dips are acceptable PATTON AVE ,,j AShEVILLE p'slf.dpn6Dealgn.Iac.
to help shed water off the driveway surface. PHASE
Cut and Fill Sloes:Cut sloes should not be steeper than 2:1. Fill sloes should not be steeper than 2:1,3:1 ispreferred. Use erosion control mattingand seed or NOT TO MAP PERMITTING SET
P P P P P NOT TO SCALE
hydroseed(See Seeding Notes).
DATE
Shoulders:The shoulder should meet the edge of the driveway at the same elevation to allow for positive drainage to the ditch/swale. Avoid high shoulders.Shoulder June 5,2024
should be a min of 12"and can be up to 24". DRAWING SCALE
Ditches/Swale:Line the appropriate swales with check dams to slow down water within the ditch and prevent scouring of the soil.Installing firmly-anchored erosion AS SHOWN
control matting in the swales to avoid erosion.If stone is found during construction utilize stone on the ditch located along the cut.The stone should be placed along the D.E:nonladrawlag lapo':AS•ahaa beeorWlaed
side of the swale that is an extension of the cut slope.(see erosion control sheets for more details) " hom l�priglpalalaa apd mexaiaa pp dpe
Jawing/detalLsare no longeraDDlicable.
Headwalls:Shall be constructed of stacked stone or boulders and at the outlet stabilized with a rock/riprap energy dissipater.All headwalls shall be constructed to the DRAWING NA„E
same elevation as the driveway.The depth of the culvert shall determine the width of the headwall.
Boulder walls:Boulder walls indicated on the plans are walls less than 4'in height. Boulders found during excavation may be used for these walls. These boulder walls COVER
shall be placed in locations where 2:1 cut slope is not achievable and/or where the cut would create significant disturbance.(see detail) SHEET
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