HomeMy WebLinkAboutSDP200000102 Application 2023-02-27ALBEMARLE COUNTY PUBLIC SAFETY
OPERATIONS CENTER
LETTER OF REVISION TO SDP200000102
SITE DATA:
TAX MAP PARCEL AND OWNER INFO: PARCEL 06100-00-00-12900
FASHION SQUARE ASSETS LLC
ATTN: TIM SLAGLE
1180 SEMINOLE TRAIL SUITE 105
CHARLOTTESVILLE. VA 22901
ZONING: PLANNED DEVELOPMENT SHOPPING CENTER
MAGESTERIAL DISTRICT: RIO
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
(504)885-0920
CONTACT: JOSEPH C. MEDLEY
CONDUCTED: OCTOBER 25, 2022
DATUM: VERTICAL NAVD88
SETBACKS: EXISTING BUILDING SETBACKS ARE NOT TO BE ALTERED WITH THIS PLAN
STEPBACKS: EXISTING BUILDING STEPBACKS ARE NOT TO BE ALTERED WITH THIS PLAN
PRESENT USE: JC PENNY DEPARTMENT STORE
PROPOSED USE: POLICE AND FIRE OPERATIONS CENTER, EQUIPMENT STORAGE, AND VEHICLE
MAINTENANCE AREA
PARKING: NO CHANGES TO THE EXISTING PARKING ARE PROPOSED WITH THIS PROJECT
MAXIMUM BUILDING HEIGHT: 35 FEET
PROPOSED BUILDING HEIGHT: EXISTING BUILDING HEIGHT IS NOT TO BE CHANGED WITH THIS PLAN
LIMITS OF DISTURBANCE: 0.10 ACRES
NOTE: BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY
PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED
IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X 131.
1639 RIO ROAD E, CHARLOTTESVILLE
VIRGINIA 22901
DECEMBER 13, 2022
VICINITY MAP
SCALE: 1" = 2,000'
OWNER/DEVELOPER:
ALBEMARLE COUNTY, VIRGINIA
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
OFFICE: 434-296-5832
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE STE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, PE
TELEPHONE: (434) 327-1688
EMAIL: CRAIG.KOTARSKI@TIMMONS.COM
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Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER SHEET
C1.0
NOTES AND DETAILS
C2.0
DEMOLITION PLAN PART A
C4.0
LAYOUT AND GRADING PLAN PART B
TOTAL NUMBER OF SHEETS = 4
LETTER OF REVISION SUMMARY OF REVISIONS
• INSTALL 14' VEHICULAR ACCESS DOOR
• REMOVE PLANTER AND REPLACE WITH SIDEWALK CONCRETE
• REMOVE SECTION OF CURB AND REPLACE WITH HEAVY-DUTY
CONCRETE APRON FOR VEHICLE ACCESS
• TIE INTO EXISTING SANITARY SEWER
SIGNATURE PANEL:
APPROVAL DATE
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
CF-AJG T. J. 3KOEARSKI
Lic. No. 0402048507
6 12/15/2022&I
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DRAWN BY
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DESIGNED BY
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CHECKED BY
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SCALE
AS NOTED
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3UILDING AREA:
/ACANT AND COMMON AREAS: 67,850 S
-IRE DEPARTMENT AREA: 14,660 S
SEAR CLEANING AREA: 011690 S
'OLICE DEPARTMENT AREA: 12,910 S
FOTAL BUILDING:, 97,110 S
EXISTING FASHION SQUARE MALL
Co
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GENERAL BUILDING AREAS
PI m = An•_n^
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CLEANING
AREA
r-------------------
APPROXIMATE
LIMIT OF
WORK ARE
NOTE:
u
APPROXIMATE
LIMIT OF
WORK AREA
APPROX. AREA OF
CIVIL IMPROVEMENTS
THIS SHEET CONTAINS EXCERPTS FROM THE PROGRESS SET PUBLISHED ON DECEMBER 9, 2022 OF THE
GENERAL PLAN SET FOR THE ALBEMARLE COUNTY PUBLIC SAFETY OPERATIONS CENTER FROM MOSELEY
ARCHITECTS. THESE ARE PROVIDED FOR PLAN REVIEW PURPOSES ONLY. CONTRACTOR TO REFER TO
MOSELEY ARCHITECTS PLAN FOR CONSTRUCTION DOCUMENTS
CRATGW J. KOTARSKi
Lic. No. 0402048507
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2016 ROAD & BRIDGE STANDARDS
CG-9D
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EXPANSION JOINT
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EXISTING
OR PROPOSED
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OR SIDEWALK SPACE C
CURB INCLUDED IN
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ENTRANCE GUTTER
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ENTRANCE WIDTH
UTE
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EXPANSION JOINT
ABSOL MINIMUM 12'
EDGE OF PAVEMENT
NORMAL GUTTER
F
A �
HALF PLAN
UNPAVED I SIDEWALK SPACE
SPACE
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6'' AGGREGATE BASE
TYPE I SIZE 21B
5'-0" 5,-0„
12%
GUTT
SECTION
XV DOT
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE
203.03 07/15
LIMITS OF PEDESTRIAN
AC ESS ROUTE
UNPAVED SPACE
WIDTH OF
FNTRANrF
—c
NON -TRAVERSABLE
WIDTH OF
LIMITS OF PEDESTRIAN
ACCESS ROUTE
UNPAVED SPACE
PEDESTRIAN ACCESS ROUTE DETAILS WITH &
WITHOUT UPAVED SPACE
ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS
OF PEDESTRIAN ACCESS ROUTE ❑ EXTEND BEYOND EXISTING
OR PROPOSED VDOT RIGHT -OF WAY.
TES
IDE
PEDESTRIAN ACCESS
STABLE, FIRM AND VSLIP ARESISTANT
OUS
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A •'.°°
FACILITY THAT CAN BE APPROACHED, ENTERED AND
USED BY PEDESTRIANS. o , o • o • o • o
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o• o. o. o. o.
CIE IF PEDESTRIAN ACCESS ROUTES E ARE BEING
PROVIDED, A REQUIRED WITHINIA MAX. 21 CROSSBSLOPE.LE IS
SECTION B-B
WHEN USED IN CONJUNCTION WITH STANDARD
CG-3 OR CG-7, THE CURB FACE ON THIS
STANDARD IS TO BE ADJUSTED TO MATCH
THE MOUNTABLE CURB CONFIGURATION
PARABOLIC
CURVE
* YC
I *0%TO 10% CHANGE
CLASS A3 (H.E.S.) CONC.
® POINT OF GRADE CHANGE
LY owl
IN
X X 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
0 GUTTER * * * 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
�TLY g % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
A -A
STANDARD ENTRANCE GUTTER
VIRGINIA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
2' 00„�
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SECTION D-D
SPECIFICATION
REFERENCE
502
SITE PLAN LEGEND
101
WATER
STORM PIPE
100
100
STORM MANHOLE
DROP INLET & STRUCTURE NO.
CURB
0
CURB & GUTTER
_ =
LIMITS OF DISTURBANCE
X
FENCE
XXX
MAJOR CONTOUR
XXX
MINOR CONTOUR
/-486.3'
�(
PROPOSED SPOT ELEVATION
1O
PARKING COUNT
6" MIN.
GRADING
TC = TOP OF CURB
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
FC = FACE OF CURB
EP = EDGE OF PAVEMENT
EX. = EXISTING
PROP.=PROPOSED
APPROX. = APPROXIMATELY
2" R
4"
/ a CONC CURB AND GUTTER CLASS 3A,
(fc=3,000 PSI) CONCRETE
x 6„
13"
j a ° 7„
a °
�, 6" H 6"
CONTINUE 21B STONE
COMPACTED BASE FROM ADJACENT
SUBGRADE PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG-6 CURB & GUTTER
No Scale
VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
m°
a
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4" SEALANT
FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH
EQU ,SEAL WITH6x6 W2.9xW2.9
SILICONE SEALANT
6' 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
6" TYPE 21A STONE COVER
j\\��/�\\�\� COMPACTED SUBGRADE (CBR 11.2)
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
HEAVY DUTY CONCRETE SECTION
No Scale
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CRAIGW J. KOTARSKi
Lic. No. 0402048507
6 12/15/2022 4 ,
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12115122
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DESIGNED BY
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CHECKED BY
1. SHOWALTER
SCALE
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CL-METAL DOOR
(W)=4'
486.7'
486.4'
CL-DOUBLE METAL DOOR
(W)=5.5'
1
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1 CL-DOUBLE GLASS DOOR
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1
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\ - - 487- - _ BRICK WALL
(W)=1, J//
co 486.4'- - - 486.4' 486.8'
486.2' 486.2' 486.3'
\ 486.5' 486.6'
\ MHS
\ \ TOP=486.03 REMOVE SIGN
\
INV 1N=479.54 6" PVC (NW)
INV OUT=479.48 8" PVC (SW)
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MHD
TOP=484.42
INV IN=478.14 12" RCP (NW)
SO � � INV IN=47732 15" RCP (NE)
INV OUT=47733 15- RCP (SE)
II
II
EP 485.3' 4852'
N I I
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EP.'
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-
486.3'
_ ^----W----
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(KNOX BOX) r CL-METAL DOOR
(W)=3.5'
FDC
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BRICK WALL
(W)=1,
GUTTER
ASPHALT
486.7'
486.2'
CL-METAL DOOR
486.7'
W - - - - W - - - -W - - - - - W_
/ REMOVE EXISTING ASPHALT
P I
I 15" RCP
-- -- -- - - - -- - ------------------
(3HCSPACE)
PARKING STRIPE (TYP)
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- - - - - - - - - -
483- - - - - - - - - - _ - - - - _ _
------
_--487-_--
DEMOLITION LEGEND:
■■■■■■■■■■
�wt
4857'
DEMO CONCRETE
DEMO ASPHALT
SAWCUT
MISCELLANEOUS ITEM
TO BE REMOVED
LOADING DOCK
CONC.
ASPHALT
SINGLE YELLOW LINE
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LAYOUT PLAN
CL-DOUBLE GLASS DOOR
(W)=6'
FFE=48718
EIFS DOGHOUSE FOR
EXISTING WATER VALVE PER
ARCHITECTURAL PLANS SIDEWALK
CONCRETE
PLANTER SECTION
------ ----- BRICK --------
1. 1
487---------
/ CONC. a
- 487- - BRICK WALL
(W)=I' R15'
486.4' 486.4' 486.8' o
486.2' 486.2' 486.3'
MHS CG-9D
TOP=486.03
' INV 1N=479.54 6" PVC (NW) o
S INV OUT=479.48 8" PVC (SW)
UGP - _
-UGP - _ -_-
UGP
4858'-1 / 1. 4858'
MHD
TOP=484.42
INV IN=478.14 12"RCP (NW)
INV /N=47732 15"RCP (NE)
INV OUT=47733 15" RCP (SE)
#1639
ONE STORY BRICK
14'VEHICLE
ACCESS DOOR PER
ARCHITECTURAL PLANS
(KNOX BOX)
SIDEWALK
CONCRETE
SECTION
-490 488------
8" CREPE MYRTLE (5)
GRADING PLAN
CL-DOUBLE GLASS DOOR
(W)=6'
FFE=48718
PLANTER
---------- ----- BRICK --------
487.1' 87.1'
F`p� y�� 487.1
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ONE STORY BRICK
487.1'-\ 487.1
LEGEND:
CONCRETE SIDEWALK
ao
HEAVY DUTY CONCRETE
(KNOX BOX)
87.1'
-- - - ---- 468 -----
490
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•
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- - - - -
86.3'
486.2'
486.2' 486.2' 486.3'
$ 3'
486.2'
•
CHECKED BY
MHS 486.3'
p
TOP=486.03
•
J. SHOWALTER
INV 1N=479.54 6-PVC(NW)
o
•
SCALE
REPLACE ROAD STRIPING
INV OUT=479.48 8" PVC (SW)
v
•
TO MATCH EXISTING
- - - - - _
•
-
- UGP -
_
- -UGP -
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z
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- _
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_ -- -- ---- UGP
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TOP=484.42
INV IN=478.14 12" RCP (NW)
v
INV IN=47732 15" RCP (NE)
INV OUT=47733 15" RCP (SE)
ASPHALT
ASPHALT
D
85.1'
485.3 -1 i�l � 485.2' 4853' 4852' O
= mow_----w---+-w- --- ---- = _ - - w - - - - - � _ _ - _ 4g5���., mow_ _ _-_-_-w---ED W-_ Q
HEAVY DUTY 49.7'
CONCRETE w CO
SECTION
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PARKING STRIPE (TYP) PARKING STRIPE (TYP) (D
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