HomeMy WebLinkAboutSDP201700016 Action Letter 2018-05-02 (3)COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Rd. North Wing
Charlottesville, VA 22902
Phone: 434-296-5832
May 2, 2018
Timberland Park VA, LLC
CIO Jeri Surber
2021 Cross Beam Drive
Charlotte, NC 28217
RE: Letter of Revision (LOR) #1 to SDP2017-16
TMP 07600-00-00-046BO
Dear Mrs. Surber,
Fax:434-972-4126
This letter is in response to the attached LOR request letter dated April 20, 2018. The Department of
Community Development hereby grants approval of a LOR for the following modifications to SDP2017-
16, which are depicted on the modified site plan sheet titled: "C3 of 24" and described below:
1. Revising fencing atop retaining walls throughout plan to be either Exhibit A or Exhibit B or
remain VDOT HR-1 as previously approved.
This is the first LOR for this site. Three LORs are allowed, after which all required changes must be
submitted as a site plan amendment.
Sincerely,
Christopher P. Perez
Senior Planner
Attachments: Letter of Request & Application
Site plan sheet titled: "C3 of 24 "
Exhibits A and B Fencing Types
FAM
D ASSOCIATES INC
REFLECTING TOMORROW
April 20, 2018
County of Albemarle
Attn: Margaret Maliszewski
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
mmaliszewski(a)-albemarle.org
RE: Timberland Park Apartments
Letter of Site Plan Revision
Balzer Project No: 34160034
County of Albemarle, Virginia
This letter is being provided to clarify the proposed fencing for the
Timberland Park Apartments. We are proposing the installation of chain -link
fencing (Exhibit A) along the top of the "rear" retaining wall as illustrated on the
attached Exhibit. Aluminum picket fencing (Exhibit B) is proposed along the top
of several other retaining walls at the locations shown. Standard handrailing
(VDOT HR-1, detail provided on Sheet C16 of approved Site Plans) will be
installed as indicated. Depending on final grading, we are hoping to eliminate
some, or all, locations of the HR-1, which is strictly to facilitate some site grading
challenges.
Sincerely,
BALZER AND ASSOCIATES, INC.
William S. Moore, PE
Associate
PLANNERS ARCHITECTS ENGINEERS SURVEYORS
RICHMOND ROANOKE CHRISTIANSBURG STAUNTON HARRISONBURG
128 W. Market Street, Suite 103, Harrisonburg, VA 22801 (540) 433-1908
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LEGEND:
MATCHLINE, THIS SHEET
0
PROP. LIGHT -DUTY PAVEMENT
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(SEE DETAIL)
A I a CG-6, TYP.
PROP. HEAVY-DUTY PAVEMENT
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PROP. CONC. SIDEWALK
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PROP. 20'X20' DUMPSTER PAD (2 DUMPSTERS)
PROP. SIDEWALK
(SEE RIGID PAVEMENT & APRON DETAILS)
d
OPEN CUT W/
PROP. MILL AND OVERLAY
PVMT OVERLAY
(SEE VDOT DETAIL WP-2)
SEE WP-2 DETAIL
M
30 0 30 60 90
M
Hg
HANDICAP BOLLARD SIGNPOST (SEE DETAIL)
IN Mo
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TO BE USED WHEN NO CURB IS PRESENT
SCALE: 1 " = 30'
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ONE SWING
WITH FOUR SEATS, ONE SLIDE, TWO CLIMBERS,
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OR WHIRL, AND TWO BENCHES.
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PAVEMENT, SEE WP-2
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HIGH FLOW WEIR / ENCLOSURE
(SEE ARCH.
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38.64'
REC. CTR.
GATE x
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PROP. DUMPSTER ENCLOSURE
(SEE ARCH. PLANS
FENCE
10' BUFFER WITH PICKET FENCE k
FOR DETAIL) x
REQUIRED LANDSCAPING (EXHIBIT B) MECH. UNITS,
R4 50
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TYP.
HIGH FLOW WEIR GRASS FILTER STRIP
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PROP. 107' 30' 39'
VDOT HR-1 a o 3—STORY
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TREELINE PROP. LIGHTPOLE, TYP.
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CHAIN -LINK FENCE
(SEE LIGHTING PLAN)
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(EXHIBIT A)
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DETAIL, SHEET C16, O �.
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2 —STORY
24 UNITS 192.82' _
.SIDEWALK FRONT SETBACK
— DETAIL,. SHEET C1.6-.'LINE
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18' �I-- 24?.--..-'-.18'
3—STORY O
9.�
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TYP. TYP'. TYP.
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TRANSITION FROM 5' TO
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MATCH EXISTING
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TOT LOTS I
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N 2,000 SF x O I
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N EARTHTONE RET. WALL
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(EXHIBIT A) EARTHTONE RET. WALL ( ) X X I
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A
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MATCHLINE, THIS
SHEET
1 1 2 1
3
1 5 6 1
7 1 8 1 9 1 10 1 11 1 12 1
13 1 14 1 15 1 16 1 17
18 1
19 1
20 1 21
ij
REFLECTING TOMORROW
www.balzer.cc
Staunton
New River Valley
Roanoke
Richmond
Harrisonburg
RESIDENTIAL LAND DEVELOPMENT ENGINEERING
SITE DEVELOPMENT ENGINEERING
LAND USE PLANNING & ZONING
LANDSCAPE ARCHITECTURE
LAND SURVEYING
ARCHITECTURE
STRUCTURAL ENGINEERING
TRANSPORTATION ENGINEERING
ENVIRONMENTAL & SOIL SCIENCE
WETLAND DELINEATIONS & STREAM EVALUATIONS
Balzer and Associates, Inc.
128 West Market Street
Suite 103
Harrisonburg, VA 22801
540-433-1908
"D. Kent O'Donohue, Jr.'
r Lie. No. 0406001683 &,
12-08-2017 w
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DRAWN BY DKO
DESIGNED BY DKO
CHECKED BY WSM
DATE 09-07-2016
SCALE1 "=30'
REVISIONS:
09-26-2016
ARB
12-09-2016
ISP
#1
01
-04-2017
WPO
#1
03-14-2017
SDP/WPO #2
05-04-2017
12-08-2017
ADD.Z�L
SHEET NO.
JOB NO. 34160034
EXHIBIT A Line Post
Loop Cap
�.- - — 10' Max ----+� / Z `
d A •
Mesh
Ga c
Selwt2e
Finish
F�ilv n
•' -�Is�h;
rr,hwl. for%
O.D.
'Nall
wt.po.tt.
Length
fn,,iri.,�rnerl°oa
Lf
LinEt l <st
Rails •--
i
r
Fabric Top Rail Rail End Cup
Tie „ L'� . ,t Post Cap
/ Brace Band
Corner/End
Post
3 Tension Band 15"
On CTR.
P
.�XTension Bar
Chain Link ' 4(
Fabric jo j4L �4 VfAT[
•A ;. A A C GQte�
4 • f U { { ` L
Line Post ! Concrete 3 j pc�
Fabric Selvage , ti
Notes Twist or Barb Selvage Knuckle Selvage
Gate Fabric to match fence
For welded frames onit truss rods
— For more information please see � � �A
hnvs t(palwvpsfence.com G (,
Last Revised: 10-03-06
W.STEPHE S
S,rEI.. otandard Chain Link Fencing
4'-6' Chain Link Fence W/Top Rail Detail
4 Drawing NO.
- Joshua Stidhalrl
�' L'I"'11 — SPS-CL-01 R2
EXHIBIT B 70 5/8"
PICKET .062" TOPWALL
.078" SIDEWALL
ORNAMENTAL ALUMINUM FENCING
Po S.ti-S
C)j P�-L,
-T31,c t h ( E
-iH_ f
I F LL-13�—z
.T-,-U f C) F .fig tZ A
TITLE
COMMERCIAL & CONCEALED
FASTENER ASCOT
DATE: 10/18112 SCALE: NTS DRAWING NO CCFA543S
DRAWN BY: DR CHKD BY: LP
SHEET
XX