HomeMy WebLinkAboutSDP202200014 Plan - Revision 2022-03-08WOOLEN MILLS REDEVELOPMENT
MINOR SITE PLAN AMENDMENT #2 -SDP-2017-76
NOTES
TAX MAP PARCEL AND OWNER INFO: PARCEL 021 BO MILL
WOOLEN MILLS,, LLC COUNTY OF ALBEMARLE VIRGINIA
LLC
P.O. BOX 1099
CHARLOTTESVILLE, VA 22902
EXISTING ZONING: C-1 COMMERCIAL
PROPOSED ZONING: C-1 COMMERCIAL
MAGISTERIAL DISTRICT: SCOTTSVILLE
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY
ROGER RAY & ASSOC.
LOUISA AERIAL SURVEYS, INC.
P.O. BOX 430
MINERAL, VA23117
(540) 967-1499
RIVANNA RIVER PROJ. NO. 7012489
AIRBORNE SURVEY CONDUCTED: 12/25/2013
ADDITIONAL TOPOGRAPHIC INFORMATION: 2/13/2018
DATUM: VERTICAL: NAVD88
SETBACKS:
FRONT: 1 0'(MINIMUM) 30' (MAXIMUM)
SIDE AND REAR: IN ACCORDANCE WITH BUILDING CODE
PRESENT USE: WAREHOUSE
PROPOSED USE: 85,396 SF OFFICE SPACE
12,113 SF RESTAURANT (10,629 RESTAURANT, 1,484 COFFEE SHOP)
REQUIRED PARKING PER ORDINANCE:
OFFICE: 85,396 SF X (1 SPACE / 200 SF) = 427 SPACES
RESTAURANT: 12,113 SF X (13 SPACES / 1,000 SF) = 158 SPACES
TOTAL = 585 SPACES
20% REDUCTION PARKING MODIFICATION = 585 X 20% = 468 SPACES
TOTAL PARKING REQUIRED (ADJUSTMENT): 468 SPACES
PROPOSED PARKING: 324 SPACES (REMAINING REQUIRED SPACES TO BE WAIVED PER FORMAL
WAIVER REQUEST)
ADA PARKING REQUIRED: 9 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC)
ADA PARKING PROVIDED: 9 SPACES
EXISTING IMPERVIOUS AREA = 2.19 ACRES
PROPOSED IMPERVIOUS AREA = 3.879 ACRES
ACSA NOTES
CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING 4" WATER METER THAT SERVES THE
WOOLEN MILLS PROPERTY, LOCATED ALONG PIREUS ROW (OFFSITE). THE EXISTING 6" DIP CONNECTED TO THE 4"
WATER METER SHALL BE CUT AND CAPPED AT A LOCATION BEYOND THE EXISTING FIRE HYDRANT ASSEMBLY ALONG
PIREUS ROW. EXISTING 6" DIP SHALL BE ABANDONED IN PLACE. THE FINAL LOCATION OF CUT AND CAP TO BE
DETERMINED BY ACSA DURING THE PRE -CONSTRUCTION MEETING.
MINOR SITE PLAN AMENDMENT SUBMISSION SUMMARY
• CO.0 - PROPOSED IMPERVIOUS AREA HAS INCREASED FROM 3.87, TO 3.879 ACRES.
• C4.3 - A CONCRETE DUMPSTER PAD AND WOOD FENCE ENCLOSURE HAS BEEN ADDED.
• C4.3 - SIGNAGE HAS BEEN ADDED TO PROMOTE A NEW TRAFFIC PATTERN WHICH WILL PROMOTE DRIVERS LEAVING THE
EASTERN PARKING LOT, TO EXIT VIA BROADWAY INSTEAD OF MARKET STREET.
i/z7/zozz
q
a,.erb°m p IPA
a
`S Meade Perk °agrP ''rser�r.�•
a,
nh i
°sa e
yak° Roe a 2
(t" McommuoM -
F 5h„ Church'ne
44 ,r{
ersr
saps ��
s yr g
Harry A Wnghl's
a k°r,ry
ChPSaOeaf RwG�'Mw
g °sr aarF
,. MI I-
SITE
LOCATION
Ca'h rms
Ara ��h
r�.rw� � RWwry'A
° 4
. � • Mwbr P �
• � �P
m
v v
VICINITY MAP
1"=1000'
DEVELOPER:
BR MANAGEMENT
P.O. BOX 1099
CHAROTTESVILLE, VA 22902
CONTACT: BRIAN ROY
TELEPHONE: (434) 996-3904
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: (434) 327-1688
Sheet List Table
NUMBER OF SHEETS = 11
UTILITY DEMANDS
WATER FLOW (AVERAGE DAILY DEMAND)
AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS)
OFFICE/RETAIL: 250 GPD/1,000 SF = 85,396 X 250 GPD/1,000 SF = 21,349 GPD
RESTAURANT: 50 GPD/SEAT = 140 SEATS X 50 GPD/SEAT = 7,000 GPD
TOTAL GPD = 28,349 GPD
AVERAGE HOUR: 28,349 / 24 = 1,181.2 GALLONS PER HOUR
MAX HOUR = 300% OF AVERAGE HOUR = 1,181.2 X 3 = 3,543.6 GALLONS
PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 3,543.6 X 2 = 7,087.2 GALLONS
SEWER FLOW (AVERAGE DAILY FLOW)
OFFICE/RETAIL: 85,396 SF X (250 GPD PER 1,000 SF) = 21,349 GPD
RESTAURANT: 140 SEATS X (50 GPD/SEAT) = 7,000 GPD
TOTAL: 28,349 GPD
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
APPROVAL
9L`\I:1
tNITH �, •,••
C'
CLINT W. �
/ S FFLET a
A Lic. N 54300
so 1/2-7/22 '�
'L FS C'N ?
vi
M
0
x
M
0
x
H
0
w
,w-,
z
0
Ln
O
am
0
OC
t9
H
Z 2
0
0 U
c� U
U D 0
w
In u
Z U
0 F F
z e
w u
> 2 c
Lu In 1
w`u
Q �
z2
g`
IL
wu
�F
in u
O C
DATE
1127122
DRAWN BY
C. SHIFFLETT
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. KOTARSKI
SCALE
N/A
z
I..L
z
W
^�
1 L
0
a
Lu}
z
Q Q ;
W 0
W J
lo� L U
W
ED
V) -I
a
J
J
z
w
J
r0
H
JOB NO.
37032
SHEET NO.
C0.0
DL
L
NOTE: '���NN���.
0 1. PARKING SIGNAGE SHALL DIRECT OVERFLOW VEHICLES FROM b�tpLT H (IF •I0••
r
EAST MARKET STREET LOT TO LARGER PARKING LOT ' •
ACCESSED FROM BROAD STREET. SIGNS SHALL REMAIN
O� �,p •
cl•
VISIBLE FROM THE VEHICULAR CIRCULATION AREAS AS CLINT W.
SHOWN PER PLAN. V $ F LET >
\ a'•,', 2. REFER TO NOTE #1 UNDER "GENERAL NOTES" ON SHEET C1.0 C4.1 i
/ i \ ..... FOR UTILITY AS BUILT REQUIREMENTS. �� Lie. N . s�3ae 'r
2.1. CONTRACTOR SHALL PROVIDE INVERT ELEVATIONS FOR C4.3�'o I/2-7/22
\ \ I EACH PIPE JOINT TO ENSURE ADEQUATE SLOPE IS ,t+_
UPHELD DURING INSTALLATION FOR ALL ACSA • SSA �G��
i MAINTAINED SANITARY SEWER LINES. ��000 N At � %��
\ I 3. THE PROPOSED 6" DIP FIRELINE TO PENETRATE THE EXISTING ####**��
' / \\ I I BUILDING WALLS/FOUNDATION AND BE INSTALLED BENEATH
SSWR MH \ THE FUTURE RESTAURANT BUILDING. CONTRACTOR SHALL
TOP = 321.72 I ;1; COORDINATE WITH THE ARCHITECT OR BUILDING o 0
/ ^ \ INV IN = 315.60 STRUCTURAL ENGINEER TO ENSURE BUILDING STABILITY IS N N
INV. OUT = 315.59 \ J o NOT COMPROMISED. CONTRACTOR SHALL MAINTAIN A C4.2
' W / / \ I MINIMUM OF 3FT COVER OVER ALL BURIED WATERLINES. ALL E
LLJ / / \ �\ 2 PIPES THAT ARE ARE EXPOSED SHALL BE INSULATED TO E
' / \\ \ \
;,` PREVENT FREEZING OR DAMAGE TO THE LINE ACCORDINGLY. U w
/ // // \ \ \ L CONTRACTOR SHALL REFER TO MECHANICAUPLUMBING ¢ M 0 3
'10, SPECIFICATIONS FOR ALL PIPE INSULATION, HEAT TRACE OR w 0 m ^�
W \ \ HANGER REQUIREMENTS. ¢ _ v ib z Z
W / WATERTIGHT MANHOLE \ 0 0 `
U)/ / 12' FIRE LAN TURNAROUND \ \ �� f3 COVERS TO BE INSTALLED yO a\
(D.B. 339-114 & / (D.B. 338-305 PLAT) �� \ \ FOR STRUCTURES 2, 3, 4 PP
'D.B. 338-305PLAT)
w / & 5 LOCATED WITHIN THE
1 h z F // / — — _ / \ 100 YEAR FLOOD PLAIN. \ ° O °
B J ING /
\ E CACHES SIGN / \ \ / � \ \ \ \� \ o
U CONC. W LL z FENCE \ O may/
Z �F \ \ '' oy NO PARKING'•,"' O �J
' I.I_I �cF ,(' SIGN
FRAME \ \ \ BOG V
V O
w BUILDING 25'R.0.W.
'LL
' w UGT P (D.B. 339-114 & \ °• oEASEMENT TO
y BV VIRGINIA PUBLIC \ \ \ /
D.B. 338-305 PLAT END STATE 0
A— 1 ) MH SERVICE COMPANY \\ \ MAINTENANCE \\ y o
„r_T .GP ,> ,., r D.B. 198-527 \ o SIGN O
BV
4'X8' GENERATOR PAD / • WV ° r\ \ 20' ACSA SANITARY ,\ \ o
FRAMEBUILDING TP
e SEWER EASEMENT
G II I \ ENCROACHES 1.6' !WA \
EAVY DUTY O� % 8'X8' TRANSFORMER PAD \ \
CONCRETE RETAINING WALL"BEGIN ONE \oy
' • / >. �. v S_( EE LANDSCAPE PLANS) \° \IOC �\ TQ \ �° \ WAY" SIGN
w .J. — ,n
O
P
z
p
D_ N
U)
fON�
H
p
z
H
o
V
U
m
oa
o
m`n
V) X
Z
U)
U¢
O
F
N
z
z
sN
>
mm
P
M
z
ww
z
00 J
tD H
Q
Q
as
s
H
o
rn
U)
m
of
Of
z
z
s
22
H
0
w
w
H
°
N
N
(V
Q
N
N
z
O
DATE
Di
�MH FTC, \ qc� tiT \ / -per >
° a e `-('
C pT 26 7" RISERS ° 1. \ \ SEE NOTE 2 FOR O O
( ) \ •BV �9 s \ EXIST. EDGE OF \ ' 1/27/22
T i - . , . ...a .:., \ STEEL STAIR WITH \ \ >_ DRAWN BY
WITH HANDRAILS o PAVEMENT
EVALj/E `.. .S y \ i° HANDRAIL \�''''�
>REDUCER ��;i o \ REQUIREMtNVIS
(SEE LANDSCAPE PLANS) \ ` \ \ C. SHIFFLETT
` A' ROCK & \ ° o (/ �EyASEMENT TO 7J
F ACySA RETAININS, < ^ .a \1 ' < ^o o CONC. \� \ \ ) \ °yy \ \ 90 `USER INII E CUMPAN A
$HIP WALL WITA .. , 0 O O / SANITARY CLEANOUT TO BE I \
/ o ° LIC T • DESIGNED BY
>S&ETY,.RAILING. > ° 0 LOCATED UNDER STAIRS
C.
�>. OE l \ \ 1 2 0
• • SHIFFLETT
JNSITIO�+I '. \Qp�� O ° 1 \ • CHECKED BY
\ " PVC WATERLINE o r — — \ N RE LANE 1�9� \oyT� \ `O/�G °1 \ • C. KOTARSKI
(SEE ARCH/MEP PLANS) 2 BUILDING
\ SIGN -
I ` • •
' \ \ EXISTING RETAINING BUILDING \ \ \\\ \ \ \ PP SCALE
\ WALL TO REMAIN ADA RAMP I II \ \ o
1"=20'
S' \ \ . NO PARKING
�\ (4) 4" SCH 40 = W LL 1 > W/ HANDRAIL O�
2A (4) 6- ��� 10 \ / ` SIGN \o
kt VAULT PVC CONDUITS \ c0 \ \0 1 \ ti
v RISERS EXIST. EDGE OF
:CIAL) RISERS WITH HANDRAIL TO \ ��
' PEDESTRIAN RAILING TERMINATE AT GRADE \ \ \
PAVEMENT
� (SEE LANDSCAPE PLANS) , ' a / / a. ' e ` \ �' (SEE GRADING PLAN) `\ 1 \ \ BRICK \ \
\ ) \ BUILDING
(45) 7" RISERS CAFE / RETAIL SPACE
OFFICE fn ><a 6 j \ \ \�\ s \
WITH (ACCESSORY BUILDING) ,/ 26 >` 9 > ° 3 oy o \ Z
HANDRAILS (EX. BLDG) ' °
1 28 > gDWA WAY Sy�a> AD IRKING\ CL
' OVERHE L". > > > ---- SIGN \
4 STORYBRICK > > 8 \ 16" TEEL SING SPAN X
BUILDING > .° >, /, A 4' ..< s `.� ' \ PROP CR SING. ACS
W/BASEMENT STANDA D 37 S ET C1. OR
FFE = 326.25 1 �" > PPL \ ADDITI L IN RMAT
d 1 3" DOMESTIC WATER BFE = 314.25 1 6 > C \ \ PARKING SIGN 90
CONNECTION , ee '•, \
HARDSCAPE 1 > C )fo Q �$HEET C4.3) h ° LJJ
q °C \\ \ GREA (SEE NOTE #1 ON \ 1
4 1 PLANS) NDSCAPE NEW 8" SLAB 1 $ i>pC� \RAP \ \ O \ \
(SEE ARCH. PLANS)
DECK COVERED` Q�ql� \ / oyr \
1 BOULDER (TYP.) (SEE LANDSCAPE i i 1 STORYBRICK LOADING (iL)ISERS \ °
DOCK BUILDING `WITH 6" DIP �O \ ♦ \ T`
SEE LANDSCAPE PLAN PLANS) 1
6" FIRE LINE HANDRAIL 4' SEE NOTE #3' \
a BUILDING ` W BA EMENT 1 % 23\
CONNECTION / S ATE VALVE 9' 18' \
/ MOUNTED ' 1 1 RESTAURANT - - -_ = 8� 5' (TYP.) \\ "WRONG W
FDC � � __ • SIGN � I o \ z
(EX. BLDG) _ EXIT SIGN • A T� 7 6 14 s \ Q ` B \ 1 i yT\ \ \ / z Q
(ARROW POINTING SOUTH) 24' J
/ i 1 6" DIP PRECAST PAVEMENT �i \ OU a
of — — ( L CONC. WHEEL 4 STRIPING �G / `
SEE NOTE #3 BOLLARDS \ w
STOP (TYP. F \ \ W J LV
Q O rz 1 _ _ _— --- EP �0 ' \ \ \ \ a
� � 14 24� Q \
riv
4" PVC - -- ---� \ \ �+ w
co
6"X6" TEE - - YIELD SIGN;22.50 END OF ACSA \ �00 \ (n Q
BEND 13' "ONE LANE ROAD OWNERSHIP
/ PROCEED WHEN \ \
/ CLEAR" SIGN - ADA PARKING 1 3'
/.. DU PSTER PAD AND P
\
450 ` SIGN WOOD FENCE
R95' 45° BEND --- (IYP.), Q
' R35' 6" GATE BEND / v� - CLOSURE. PARKING SIG \/
(3) REMOVABLE GC�ti • VALVE �/ PEDESTRIAN RAILING APPROX. F� \ \
BOLLARDS LOCATION OF (SEE NOTE . ON ° p \
(SEE LANDSCAPE PLANS) ` > HEFT C4.3) /
BEDROCK
1 .6" e'Lu
O
/ O ..,\ o
_ I
7 BEND PRIVATE / / �00 / \ \ F o O \ \ \ O
FHA VDOT STD GR- 1
/ ° GUARDRAIL (TYP.)
(SEE SHED C1.3)
4LVE O /
16,
O
PAVERS (SEE /
OLANDSCAPE PLA )
/ O C NC. WHEEL
Oo / S OP (TYP.)
CM
°0
zz
SCALE 1 "=20'
0 20' 40'
\
0
0
VDOT STD GR-11 \ O
GUARDRAIL (TYP.) \�
(SEE SHEET C1.3) 5
o
O
JOB NO.
\ ° o o / % \ \
� \ 37032
SHEET NO.
\ C4.3
L