HomeMy WebLinkAboutSDP199500005 Plan - Revision 1995-03-09 COUNTY OF ALBEMARLE
Department of Planning&Community Development
401 McIntire Road
Charlottesville,VA 22901-4596
TO: Don Franco FROM: Bill Fritz
Jay Schlothauer
Jan Sprinkle Date: 3/9/95
JOB NO/FILE NAME Ashcroft Clubhouse and pool minor amendment
We are sending you the following items, E Attached, or ❑Under separate cover:
❑ Copy of letter ❑ Prints 0 Plans
❑ Plats ❑ Specifications ❑ Other
COPIES DATE DESCRIPTION
1 3/9/95 Revised plans for the pool and clubhouse
These are transmitted as checked below:
❑ For approval ❑ As requested ❑ For review and comment
❑ Approved as submitted ❑ For your use ❑ Resubmit copies for approval
❑ Approved as noted ❑ Return corrected prints ❑ Submit copies for distribution
❑ Returned for corrections ❑ Other •
Remarks: Please review the attached revisions and note if they may be approved.
Please call me with any questions.
Thank You
Signature: •
Duke Ke5idence � J
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i N13° 18' S0,
Parking (25)
o -° � __septic. Field
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NOTE:
Required forking 5pacco
For Club House, Pool
and Tennis Courts
Are 36.
63 Parking Spaces
Are Provided.
NOTE:
Setback Requirements:
50' Front
15' 5ide
Back
b �- ---
(detaining Wall
fool
sedimen Trap
Volley ball Court
ig (40)
Department of Planning and Community Development
Department of Engineering Department of Zoning
Fire Officer
Albemarle County Service Authority
Virginia Department of Health
N TE
1. Topo datum reference is U5G5.
2. 5ource of topo and Survey is a composite plat
prepared by William 5. Roudabush, Inc..
3. Zoning - PDR
4. Variances - ZMA 80-03 .
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tfX�01
1992
\ TABLE 6-1
\� \ GENERAL EROSION AND SEDIMENT CONTROL NOTES
ESvegetative -1: Unless otherwise Indicated, all vegetatieaand structural erosion and
sediment control practices will be constructed and maintained according
- to miniloum standards and specifications of the Virainia Erosion and
Sediment Control Handbook and Virginia Regulations VR 615172-00
Erosion and Sediment Control Regulations.
ES-2: The plan approving authority must be notified one week prior to the pre -
construction conference, one week prior to the commencement of land
disturbing activi , and one week prior to the fuel inspection.
ES-3: All erosion end diment control measures are to be placed prior [o or as
.Ihe first step in caring. -
SFES
A t OLljs4 pproved erosion and sediment control plan s-,'l be
maintained on e sited-llrnmes.—
-
ES-S: Prior to co oneing land disturbing activities othe_thap,�
_
00
indicated on t se plans (including, but not limited to, off -site borrow or
,
--- waste areas), t e contractor shall submit a supplementary erosion control
plan to the er for review and approval by the plan approving au•`.ority:
-__ES-6: The contra is responsible for installation of any additional a:osiosLi
control meal res necessary to prevent erosion and sedimenta.oa
determined b the plan approving authority.
-�--�
ES-7: All disturbed real are to drain to approved sediment control messires at
--
all times dur' g land disturbing activities and during site development until
final. Linn ii achieved
\
ES-8: During de tering opertlotls, water W,ll be mpen approved
filtering de cc. -
�T --- _
/ - — ES•9: The contra or shall Inspect all erosion control measures periodirall7 and
after each runoff -producing rainfall event Any necessary repair or '
/ �cleanup to a effectiveness of the erosion control devices shall
LIB, �� SIT I L_ — n be made i mediately.
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DETAIL 1
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SECTION B-B
Fabric
♦ Use Typ(ard Section shown on plans or normal tide slope, bottom width, and depth
of chonnd, ditch or natutel ground.
NOTES
For—ft,pl. 1— Ino,illan.ion tion. Dma0 is 1. govern me protection pul.lde the chino [I
wmm (W)
On any Secondorr Road[ installation r.Rulring i- conlrol ii Ii r,i
endwdl or endsectica Is Vaclh.d on plon.,conslructlon is to be in acoordonc. with
D.t,i,l 2 Shown ,ibov..
Geot-th, Fabric to be installed under all erosion coNrol Done to accordarp
With the speatiCaliens
Dry Rip Rap
MIN. DEPTH
Rip Rap
Class 1
2'
Class II
3'
caouHo 1
nn.
67
2 35'/F
I':
V
_ a - 1 s'
LOTI
[
cAa,�
\ nc.
•SEE 111 313-1 CO—E —1-1 •• CUSS 1 0-1
CROSS SECTION OF OUTLET
CU53 [ R�e.e 1. O'i- i'tJr2 A le -A ti0. 1 TT'2AP
(�.61-' / Fsof2 AI2EA 1"0"2. -TriAP
owa+s,cw
CSUvs,(D rhiER ClO1H ''\
/ ••COARSE AGGREGATE SIUiL BE VOOT F3. 1357 OR 15
'OUTLET (PERSPECTIVE VIEW)
PEVZSPEGTIVE 4 S�Tlc�ty
`:5EDI MENT 72AP DETAI L
SCALE
1. SET POSTS AND EXCAVATE A 4'X4'
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
G
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
VR G25-02-00. P.ROSION AND SEDIMINr CONTUOL REGu1.A•r1011-_
EPPI:CT•IVE DATE: SEPTI1I117ER 13, 1990
1.5 Minilnue Standards.
1. Permanent or temporary soil stabilization shall be applied to
denuded areas within seven days after final grade is reached on
any portion of the site. Temporary soil stabilization shall be
applied within seven days to denuded areas that may not be at
final grade but will remain dormant (undisturbed) for longer than
30 daya. Permanent stabilization shall be applied to areas that
are to be left dormant for more than one year.
A. Sediment basins and traps, perimeter dikes, sediment barriers
and other measures intended to reap sediment shall be constructed
as a first step in any land -disturbing activity and shall be made
functional before upslope land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures
such as dams, dikes and diversions immediately after installation.
17. where construction vehicle access routes intersect paved
public roads, provisionsshall be made to minimize the transport
of sediment by (Vehicular) tracking onto the paved surface, where
sediment is transported onto a public road surface, the road shall
bo cleaned thoroughly at Che end of each day. Sediment shall be
removed front the roads by shoveling or swooping and transported to
a sediment control disposal area. Street washing shall be allowed
only efter sediment is removed in this manner. This provision
shall apply to individual subdivision lots as well as to larger
land -disturbing activities.
18. All temporary erosion and sediment control measures shall be
rose, cd within DO days after final site stabilization or after the
temporary measures arc no longer needed, unless othcrwlse author-
ized by the local program administrator_ Trapped sedlsLont-and the
disturbed soil areas resulting from the disposition of temporary
nwasures shall be permanently stabilized to prevent further
erosion and sedimentation.
1.7 Maintenance and Inspections
A. All onion and sediment control structures and systems shall
be raintalned, inspected and repaired as needed to insure contin-
ued performance of their intended function. A statement describ-
ing the maintenance responsibilities of the permitter shall be
Included in the approved erosion and sediment control plan.
2. STAPLE WIRE FENCING TO THE POSTS.
1. BACKFILL AND COMPACT THE
F/CAVATED SOIL.
FLOW /
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
IUMI IIlluRE
—1
fit= f2SPr-_CTtvE
SILT ffEiiCF_
1
Compacted Soil
IE man _.
Flow
li
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r�Iv r� r� TDI KF_
1'iQ �C-ALrc
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2 I MA,X.
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611 SuP�-P.�bE oR SG��GT M/.TEWe.t.
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P7E0 ON GhR w 10
V. Q, O. T GAT M — MOU NTAI NOu 5
KkX E CaK�vt — IG%
GROUND
12, MIN.
SIDE ELEVATION
70' MIN.
8 VASHRACK
I i— (OPTIONAL)
L VDOi III
POSITIVE DRAINAGE
COURSE AGGREGATE
B TO SEDIMENT
TRAPPING DEVICE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
PLAN VIEW
OPERATION
-
IV IAN
EXISTING
PA VEMENT
MOUNTABLE BERM
(OPTIONAL)
to, MIN.
1 0' MIN
,L___L EXISTING
PAVEMENT
10• MIN
PLA�'1 � SEGTIC�j1
STONE CCIN`5 12UCTICY-i ENT
REVISIONS
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