HomeMy WebLinkAboutSDP199600035 Letter of Revision Letter of Revision 2 2014-11-24 Gov
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
November 24,2014
Sovran Bank,N.A.
do Stephen Hruska
NC1-001-03-81 101 N.Tyson Street
Charlotte,NC 28255
ADA accesibility upgrades and parking re-striping.
RE: SDP SDP 1996-35
Tax Map/Parcel Number 61/124E2
Dear Mr.Hruska;
This letter is to approve as a letter of revision the addition of ADA accesible upgrades to the parking lot,
front entrance and ATM and the deletion of one parking space from the site plan as depicted on your
submittal. This is your 2nd letter of revision for this site. Please note that a total of three Letters of
Revision are allowed before all changes to the site plan are required to be submitted in the form of a new
site plan amendment. If you have any questions please feel free to contact me.
Sincerely,
fiCr/fitie
Stewart Wright
Permit Planner
APPROVED
by the Albemarle County
CommunityDevelopment Department
Date 2 ..
-1002..ii
O
q
• � �ti /� 9q 9CFB�
?--�'q O o0'o q '
9�
•pC
s
N/F L.F, AND PATRICIA WOOD
T.M. 61 PARCEL 124E ' Il
D.B. 419 PG. 10 •
ZONEDH.C.
PRESENT USE: PUTT PUTT GOLF
EX. DI TOP=513.09 r
GINV.=509.42
ills ` ?E
EX. DI TOP=515.94
/A3 3\ INV
.=511.52
- _v-�_'-�r•-- - ' __�` ` .�� �_ -_ O'.i' O(Tu E-'X76.55
_ EX. 15- S`TOR f � — `:---------------------- ', ,
EXISTING O' / EX u• / ;� h 1 '�
O 1 EASEMENT SEWER ! A2 „'
`"T
is
w ; RELOCATE SIGNJ 1
BEHIND PROP 5E -��� POWER POLE TO BE RELOCATED 'i \
ww{{ -1� CONTRACTOR TO COORDINATE '
NI wl CURB ,RELOCA E
514 I LANDSCAPING, y, I AT OWNERS EXPENSE
BEHIND
1� NEW CURB � 4 '
A S � EXISTING ONE STORY BRICK 0c,
'
BENCHMARK = EX. F.F.=520.70 I IDRI1 TH I OVE ANG(� , S
i
RELOCATE LIGHT POLE �; 00 �.�� i Iyp'�I I I 1 ' N/F ENCORE INVESTORS LTD.
AS SHOWN ON SITE PLAN �0y% / y/jP APPROX. LOCATION EX. GAS LINE ( �J_L! \ J I I ` T.M. 61 PARCEL 124C
i ' rn� D.B. 867 PG. 530
ZONED CO
S., -� 1 c,��0 1 I ; PRESENT USE: RESIDENTIAL
1 REMOVE SIDEWALK AT'(D
IAE� y I �O P I --� NEAREST JOINT
EX. I TOP=515.32 RELOCATE LIGHT POLE
INV. 511.76 ` ,V� 1 / P - E�+ - - AS SHOWN ON SITE PLAN" T
4„AcN MH TOP=516.53 _ I
516--_,!' / -, E. DI -TOP- 18.60 .. .._�. •.,,n;"'.`
......M ,,. ,.
NJ / � INV OUT=514.38f---r-J"___ r '` `� �•p
RELOCATE LANDSCAPING, v`
BEHIND PROPOSED SIDEWALK
RELOCATE SIGN REMOVE DI AND EXTEND
AS SHOWN ON PIPE AS SHOWN ON-
�y SITE PLAN SITE PLAN
- PG. 475
O '707.8- FOR DRIVEWAY EASEMENT
EXIST. SIGN,-'---�-- !`-L�108.43, s .v
_
STATE ROUTE 631 RIO ROAD----------------------------- -
^, (90' R.O.W.)
I
LEGEND:
DENOTES TREE THAT IS TO BE RELOCATED.
DENOTES PAVEMENT AND SUBBASE THAT IS TO BE REMOVED I ;
DENOTES CURB AND GUTTER THAT IS TO BE REMOVED
SIG
FIRE HYDRANT 3 b
LIGHT POLE J) I OF REVISION
NOTES:
1. ALL. PAVEMENT THAT IS TO BE REMOVED SHALL HAVE SAW CUT EDGES.
2. ALL CURB AND GUTTER THAT IS TO BE REMOVED SHALL BE REMOVED
TO THE NEAREST JOINT BEYOND THE LIMITS OF DEMOLITION.
FINAL SITE PLAN: NATIONSBANK AT RIO ROAD
SDP-1996-35
FILE NUMBER:
FASHION nt,b. WnSH --�
� scxinrce
'- 51TE
to
29
VICINITY MAP
SITE DATA
I-
OWNER: NATIONSBANK
300 EAST MAIN STREET
CHARLOTTESVILLE, VA 22901
-
2.
DEVELOPER: FAISON ASSOCIATES
901 EAST CARY STREET
RICHMOND, VA 23214
3.
ARCHITECT: AI/BOGGS
101 SHOCKOE SLIP
'RICHMOND. VA 23219
4.
ENGINEER: DRAPER ADEN ASSOCIATES
-
4136 INNSLAKE DRIVE
GLEN ALLEN, VA 23060
5.
LEGAL REFERENCE: T.M. 61, PARCEL 124E
D.B. 807, PG. 726
t7`
6.
ZONING. H.C.
7.
SETBACK REQUIREMENTS.
BUILDING PARKING
A. ADJACENT TO PUBLIC STREETS 30 10
B. ADJACENT TO COMMERIALLY
ZONED PROPERTY NONE NONE
8.
THIS SITE IS'LOCATED IN THE CHARLOTTESVILLE MAGISTERIAL
DISTRICT, ALBEMARLE COUNTY, VIRGINIA.
-
9.
THE TOPOGRAPHIC INFORMATION SHOWN ON THE PLANS IS BASED -
ON A FIE:D-SURVEY COMPLETED BY DRAPER ADEN ASSOCIATES.
u.S.G.S. DATUM BASED ON FINISHED FLOOR ELEVATION FROM
PLANS BY ROUDABUSH, GALE & ASSOC., INC. DATED SEPT. 4,
1990,._LATEST REVISION DATE APRIL 30, 1991.
10.
THE BOUNDARY INFORMATION SHOWN ON THE PLANS IS BASED ON
A PLAT BY ROUDABUSH, GALE & ASSOC., INC. DATED DECEMBER
6, 1990 TITLED SUBDIVISION PLAT SHOWING PARCELS W, X, Y &Z.
-
-
11.
HEIGHT Of BUILDING: 16
12.
LAND USE SCHEDULE:
-
BEFORE % AFTER %
BUILDING 2,915 S.F. 7 % 2,915 S.F. 7 %
PAVED AREA 18,724 S.F. 44 % 21,800 S.F. 51 % -
OPEN SPACE 20,955 S.F. 49 % 17,879 S.F. 42
TOTAL SITE 42,594 S.F. 100 % 42.594 S.F. 100% -
13.
PARKING SCHEDULE'
_ --
REQUIRED: 1 SPACE / 200 S.F. X 2,915 S.F. = 15 SPACES
t
PROVIDED: REGULAR SPACES _ "•"""'
24 SPACES 1 SPACE ELIMINATED
HANDICAPPED SPACES = r•2•-6PA,6Eb
2 SPACES TO ALLOW FOR THE
26 TOTAL SPACES - CONNECTION TO THE
14.
THIS PROPERTY DOES NOT LIE IN A 100 YEAR FLOOD PLAIN, -
PUBLIC SIDEVNIJALK
OR WATERSHED.
- -
1/16/96 MINOR AMENDMENT TO REVISE
PARKING & CIRCULATION & SIGN LOCATION
APPROVAL
DEPT. OF PLANNING
& COMMUNITY DEVELOPMENT
- CO. FIRE OFFICIAL 'fd
DEPT. OF ENGINEERING - -
VIRGINIA DEPT. OF HIGHWAY$
R CEiVE
ALBEMARLE CO. - -
SERVICE AUTHORITY JUL 1 71996
GIFNW w;. CUSTIS v
VIRGINIA DEPT. CERTIFIOATE No.
OF HEALTH - 1O
Panning Dept
v
DEPT; OF ZONING
E,ppBOp&asio4nle,"62
Draper A m Associates
DESIGNED: GVS
(r/+ n `L
DRAWN: GVS
1
�`•++� CONSULTING ENGINEERS
CHECKED: GWC
V BLACKSBURG. VIRGINIA - RICHMOND. VIRGINIA'- NASNWLLE, TENNESSEE
-1- i�<iuR
DEMOLITION PLAN
NATIONSBANK AT RIO ROAD
ALBEMARLE COUNTY, VIRGINIA
REVISIONS: .SCALE: '1•,-.20' - u r
Il29/96 PER OWNER5 60WENTS - �II
3111/96 PER COUNTY COMMENT5 4/5/96 PER OWNEK5 COMWNT5 PLAN
IAN. N0.' . T--21'854i'. �f
-
-
-
N/F L.F. AND PATRICIA WOOD '
T.M, 61 PARCEL 124E
-
D.B. 419 PG. 10
-
ZONED H.C.
PRESENT USE: PUTT PUTT GOLF
\DO NOT ENTER
-
SIGN TO REMAIN
yp
0
,g
�-
EASEM r -NOTE: ALL EXISTING SITI
i
Tp UN .
_
m
urbu
tte
(t �OCAjM
p
SHADE TREE
f,/-7F
P
9L619
3ATF
f
L16HT POLE
SHAD,g,E TREE
..' a ✓ -�
tt
T
,NEW COINCR
CROSSWfALK
_Q SIDEWALK Ti
� . SIDEWALK
_
'APPROXIMATE -
LOCATION OF
RELOCATED SIGN
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION NTHk ANY
EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO
ANYE)OSTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL -
p�v 4 CONCRETE IS TO BE CLASS A3 IF BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
SPOG�c^p - - rR' CAST IN PLACE, 4000 PSI IF
OTRANSPORTA710N (HEREAFTER ABBREVIATED V.D:O.T.), - -
PRECAST.
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND
�(.'9�GO2 - 6 --�{ CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS
1' - OTHERWISE NOTED. -
iG'�hsi�As <p� If '; .1'' "�.. 3. EROSION AND SILTATION- CONTROL MEASURES SHALL BE
9Y0G0 PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
A CONTROL PLAN AND SHALL BE INSTALLED PRIOR, TO ANY
CLEARING, GRADINGOROTHER CONSTRUCTION..:
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,
SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT
SLOPE IS 2: 1. WHERE REASONABLY OBTAINABLE LESSER
\, .SLOPES OF 4.1 ORBETTERARE TO BE ACHIEVED.
'A - S. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL
2'-0" -
rare" ' I •� '1 , ` ' , DEPRESSION.
,
THE .BOTTOM OF THE CURB AND 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE
RELOCATED GUTTER MAY BE CONSTRUCTED - REQUIRED WHEN IN THE OPINION OF THE AL13EMARLE COUNTY
HEMLOCKS , t { �'� PARALLEL TO THE SLOPE OF SUB- DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED
SURFACE COURSES PROVIDED A NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
MINIMUM .DEPTH OF 7" IS MAINTAINED.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM OATH THE
THIS AREA MAY BE CONCRETE AT VIRGINIA MANUAL FOR. UNIFORM TRAFFIC CONTROL DEVICES,
�5 5' 03'00' 2�§. ( THE OPTION OF THE CONTRACTOR
LATEST EDITION.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE
T a ( REINFORCED CONCRETE PIPE CLASS Ill,
51 " h^ STANDARD CG-6 & CG-6R
\ x I y 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST
03 r ',
NO SCALE .COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
fO REMAIN �' ;o`T' 5 R , .F i � _ \ ' '� INDUSTRY (29 CFR PART 1926).-
a z 7.9 GENERAL NOTES
FL
s: �1✓ t RELOCATED
HEMLOCKS 1. THE LOCATION OF EXISTING UNDERGROUND U71lIT1ES SHOWN ON
THESE PLANS IS BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS
1 RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UNDERGROUND
ii UTILITIES PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE
EXISTING ONE STORY BRICK I •- Ie ARCHITECT OF ANY DISCREPANCY IN THE INFORMATION SHOWN ON 17NESE
PLANS. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-800-552-
BENCHMARK ExII1Xn f F.=520.7O 1 1DRI-THOG(7 T
Br�NRubHnpMERICA I) ` 7001 PRIOR TO BEGINNING ANY EXCAVATION OR EARTHWORK. TEST- PITS2" 3 fe SM-2A ASPHALT SHALL BE DUG BY HAND AS REQUIRED BASED ON FIELD CONDITIONS_
Parcel ID06100-00-00-122 M N/F ENCORE INVESTORS LTD. -
T.M, 61 PARCEL 124C I 2. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED ARE TO HAVE. 6"
N PARKING
SPACES
T� o• D.B. 867 PG. 530 OF TOP SOIL PLACED AND BE PERMANENTLY SEEDED AND MULCHED IN.
PARKINGSPLEENI I AIREE. o' l ZONED CO ACCORDANCE NTH VESCH THIRD EDITION 1992 SPECIFICATIONS.
Lccess AISLE AN F, c , - PRESENT USE: RESIDENTIAL
ADA SIGNAGE \ i Ste,� 3. DIMENSIONS AND RADII ARE TO FACE OF CURB, WHERE APPLICABLE
-- • Li Pol :; T ` C..._.l Er 21-B STONE UNLESS OTHERWISE INDICATED. -
J \
I HEMLOCKS i 4. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS
PROJECT FROM ALBEMARLE.COUNTY. -
APPROXIMATE LOCATION OF 5. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR?S
i R Q RELOCATEID COMPACTE
LIGHT POLE £ oa ,,.� _ - RESPONSIBILITY AND AT HIS EXPENSE. THE CONTRACTOR SHALL BE
SET BACK. ' ` ��; - D SUBGRPAOE RESPONSIBLE. FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF 1HE
tJ e0 I CURB AGAINST PERMIT'S. .
d0' R LIGHT POLE BASE NOTES: 1. CONTRACTOR IS TO USE THE PAVEMENT SECTION SHOWN -
-^.� AS A MINIMUM SECTION. IF THE EXISTING PAVEMENT 6. THE CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER 24 HOURS -.
il4er ' WRONG WAY -. dp -� w SECTION IS GREATER IN DEPTH, THE CONTRACTOR IS TO PRIOR TO THE BEGINNING OF CONSTRUCTION.
--- - --- : MATCH THE EXISTING SECTION,
24' SOTS p%:� I `, - 7. STANDARD VDOT PRECAST STRUCTURES ARE CALLED FOR ON THE
WALK STRIPING,(4) bR' 4110 - PLANS. THE CONTRACTOR MAY SUBSTITUTE VDOT.CAST IN -PLACE CONCRETE
10.5' MIN j DRAINAGE STRUCTURES WHERE APPROPRIATE. THE CONTRACTORIS
• TYPICAL PAVEMENT SECTION RESPONSIBLE FOR VERIFYING THAT ALL INVERT ELEVATIONS SHOWN ON THE
SEE_D.13: _3Q$ PG. 475
- 140 SCALE PLANS CAN BE MET BY ANY STRUCTURESUSED ON: THE PROJECT,
FOR DRIVEWAY EASEMENT - 8. WHERE PLANS CALL FOR MATCHING EXISTING PAVEMENT THE
CONTRACTORS. SHALL PROVIDE CUT JOINT AND/OR ASPHALT OVERLAY AS
11491,22 3 �1477 DIRECTED BY THE ARCHITECT.
- orb & gCtter (typ) �� 3 J 9 THE CONTRACTOR SHALL REWORK (DRY SCARIFY ETC) ALL
j East
l MATERIAL NOT SUITABLE FOR SUBGRADE IN ITS PRESENT STATE, IF THE
AS SHOWN ON PLANS 6" STANDARD PROCTOR..._.__ ._ __._ ....,......_._ ,.... .,� ... ........ ,.
(90 R.O.W.)
A3 CONCRETE 10. DAMAGE TO UTILITIES ( INCLUDING UNDERGROUND) OR PROPERTY OF "
_- ---- - --- - - - OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO
\ \ 4 PWCONSTRUCTiON CONDITIONS BY CONTRACTOR AT NO COST TO OWNER.
11. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR
4" 21-A STONE (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO LIKE -NEW
CONDITION. -
LEGEND. COMPACTED SUBGRADE 12, THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES PIPES
AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS r
ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY
DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURE INPROPOSED.. CURB AND GUTTER - OPERABLE CONDI TION. -
NOTES: 1. TRANSVERSE EXPANSION JOINTS ARE TO BE PLACED A
PROPOSED PAVEMENT MAXIMUM OF 30' ON CENTER. 13. THE OWNER SHALL HAVE ASET OF APPROVED PLANS AVAILABLE AT
IL... THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED
2. TRANSVERSE CONTROL JOINTS ARE TO BE PLACED AT 5' RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE: FOR CONTACT BY COUNTY
ON CENTER BETWEEN EXPANSION JOIINTS. _
- e INSPECTORS.
PROPOSED SIDEWALK 3. LONGITUDINAL JOINTS ARE REQUIRED FOR SIDEWALKS WITH 14. PARKING SPACES SHALL BE DEU14EATED BY FOUR INCH
WIDTHS -GREATER THAN 10'. LONGITUDINAL JOINTS SHALL BE W� WNNITE TRAFFIC PAINT. OTHER PAVEMENT MARKING
PLACED AT EQUAL INTERVALS NOT TO EXCEED 10' IN WIDTH. SHALL GE DELINEATED AS SHOWN ON DRAWINGS WITH -
RELOCATED LANDSCAPE LETTER OF REVISION APPROPRIAT V&ORS _,. .., r , GLENN W. y
TYPICAL SIDEWALK SECTION 15. LIGHTING USED TO ILLUMINATE PARKING AREAS SHALL CERTIFICATE No. a
x NO SCALE BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY 8039
RELOCATED/PROPOSED TREES FINAL SITE PLAN: NATIONSBANK AT RIO ROAD FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM �g, 7:/0
SDP-1996-3rJ ADJACENT STREETS., LIGHTING SPILL OVER ONTO PUBLIC .s ee Lae.
t ROADS .SHALL NOT EXCEED ONE-HALF FOOT CANDLE. peO►Esstotis -
FILE NUMBER:
a DraperAden Associates DE516NED: GYS SITE PUN REVISIONS: SCALE: 20
V�„� PER OWNERS COMNAENTS SHEET
CONSULTING ENGJNEERS CHHEECRED: GWC -- NATIONSBANK AT RIO ROAD 3/I/96 PER (,OUNTY COMMENT54/5/96 MR I O2 IN 3
BMAO"MM, VIRGINIA - RICHMOND, VIRGINIA - NASHVILLE, TENNESSEE DATE- 1/16/96 ALBEMARLE COUNTY, VIRGINIA 5/10/96 PER COUNTY COMbENT5 y - - _
PLAN NO. T-21554