HomeMy WebLinkAboutSDP200000102 Plan - Submittal (First) Letter of Revision 1 2022-11-28ALBEMARLE 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
NOVEMBER 22, 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
C0.0
COVER SHEET
C2.0
DEMOLITION PLAN PART A
C2.1
DEMOLITION PLAN PART B
C4.0
LAYOUT AND UTILITY PLAN PART A
C4.1
LAYOUT AND UTILITY PLAN PART B
TOTAL NUMBER OF SHEETS = 5
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 11122120224�1
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11122122
DRAWN BY
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DESIGNED BY
B. PERDUE
CHECKED BY
1. DENKO
SCALE
AS NOTED
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54878
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SHEET NO.
C0.0
CL-METAL DOOR
(W)=4'
486.7' 486.6'
486.4'
CL-DOUBLE METAL DOOR
(W)=5.5'
1
1
1
1 CL-METAL DOOR
(W)=3.5'
1
v
1 v
I
I
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I PLANTER
I
I
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54.4'
1\ �
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486.8'
0
186.9' \ ® /
487--_-�
0
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CL-DOUBLE GLASS DOOR
(W)=6'
FFE=48718
44.3'
BRICK
#1639
ONE STORY BRICK
REMOVE
PLANTER
0
L
77
4.0' \ i\1\, i"NIN, /
/•----__ _------_ - 487----_ - -\ 4 :'1I�1� _
7z
CONC. REMOVE 488 / / / REMOVE
BRICK WALL 10"HbLY / BRICK WALL
(W)=1' _ - /
co
486.4'
486.4'
486.8'
--
486.8'
486 2'
486.2'
486.3'
EP
486.3'
\ 486.6'
\ 486.5' MHS 486.T
\ TOP=486.03
\ INV IN=479.54 6" PVC (NW) 486.2'
INV OUT=479.48 8" PVC (SW)
UGP UGP -486
/BowI
-- --486--�� --- - -
UGP_
-UGP -
UGP---UGP-- / I I UGP---UGP-�-_
SP pay I I 4858' 4858' p<y - - - Q _ - -UGP
MHD �- UGP -� UGP -
/ I I TOP=484.42
INV IN=478.14 12" RCP (NW)
SO � � INV IN=47732 15" RCP (NE)
INV OUT=4773315"RCP (BE) ASPHALT
II ASPHALT
II
EP 485.3' 4852'
I I
IN
-w---------w---- - - - -W- - - - _ - = - - _ _ --- _ --
- 485-
I
II
� I
I
I 15" RCP
-- -- -- - - - -- -------------------
--------484-_---_
1
1
I
(3HCSPACE)
PARKING STRIPE (TYP)
- - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 484
- - -
-483 - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _
_ - - - - - - - - - - - - - - - - - - - - - - - - 483- - - - - - - - - - -
485.7'
/ 1
LOADING DOCK
CONC.
ASPHALT
SINGLE YELLOW LINE
I � � � aL - �- 485w- - -
WORE
U
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484---------i
`per
\
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BRICK WALL
EP
SCALE 1"=10'
0 10' 20'
1
12
CRAIGW J. KOTARSKi
Lic. No. 0402048507
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11122122
DRAWN BY
B. PERDUE
DESIGNED BY
B. PERDUE
CHECKED BY
i DENKO
SCALE
1.1 = 10'
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JOB NO.
54878
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SHEET NO.
C2.0
CL-METAL DOOR
(W)=4'
486.7' 486.6'
486.4'
CL-DOUBLE METAL DOOR
(W)=5.5'
1
1
1
1 CL-METAL DOOR
(W)=3.5'
1
v
1 v
I
I
I
I
I PLANTER
I
I
I
54.4'
1\ �
\\ 0
486.8'
0
484-_---
-
1
1
I
186.9' \ ® /
���--487--_-�
0
v
CL-DOUBLE GLASS DOOR
(W)=6'
FFE=48718
44.3'
BRICK
#1639
ONE STORY BRICK
REMOVE EXISTING
SIDEWALK
0
v
�70
4.0'
REMOVE
PLANTER
81.8'
_ — —
-_-_-�- - --- j
�'I -
/� ® - - 487-- '\
CONC. REMOVE 488 / / / REMOVE
BRICK WALL REMOVE
/ BRICK WALL
(W)=1' 4 - _ /
co 486.4' 486.4' 486.8' 486.8'
- - -. 4RR 2' 486.2' 486.3' - .., • . ' u : '48 . ' : �,
914 WE [Fff-ffA
(3 HC SPACE)
PARKING STRIPE (TYP)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 484
-483 - - - - - - - - - - - - - - - - - - - - - - - - - - -
483- - - - - - - - - - -
- - - - - - - - - - -
Cf'i]►r
486.2'
/ - \ -466 .
i
REMOVE EXISTING CURB AND
GUTTER
ASPHALT
UGP---
-_—_--w--- ) w-----w-
REMOVE EXISTING ASPHALT
485.7'
/ 1
I
/
LOADING DOCK
CONC.
ASPHALT
SINGLE YELLOW LINE
wL 485w— — —
WORE
\
\
\
\
\--- 484--
%
\
\
U
BRICK WALL
EP
i
SCALE V=10'
0 10' 20'
1
12
CRAIGW J. KOTARSKI
Lic. No. 0402048507
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DATE
11122122
DRAWN BY
B. PERDUE
DESIGNED BY
B. PERDUE
CHECKED BY
J. DENKO
SCALE
1.1 = 10'
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54878
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SHEET NO.
C2.1
CL-METAL DOOR
(W)=4'
CL-DOUBLE METAL DOOR
(W)=5.5'
#1639
ONE STORY BRICK
14' nnnn
REPLACE PLANTER ARE/
WITH CONCRETE SIDEW
TC 487.1'
-----F7.6-- -----
J - 490
D.
I 486.4' ` 4.0' uo,� y�� 4.0' TC 487.1' � \ - ' . � .
1\ \ D
486.7' W 486.6' I
1 I
1
1
1
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1 (W)=3.5'
1 CL-DOUBLE GLASS DOOR
(W)=6'
v I FFE=48718
1
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I
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L - o BRICK o
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186.9' \ - - 487- - _ _ BRICK WALL \ \ TC 487.1' ITC 487.1'
_7
486.4' 486.4' 486.8' 486.8'
/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
486 2' 486.2' 486.3' EP W 486.3'
\ I
\ I
\ I
\
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I
1
486.5' 486s'
\� 4
\ /
MHS
\ \ � � �
TOP=486.03 �
--�---
� , ,
��-----------� �
INV IN=479.54 6" PVC (NW)
I
INV OUT=479.48 8" PVC (SW) 48s.2
I -
UGP
-
- - `
I
- -486
_UGP
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- - -_ - - - - - -486 ---
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4858'
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INV IN=478.14 12" RCP (NW)
SO
� �
INV IN=47732 15" RCP (NE)
INV OUT=4773315"RCP (BE)
ASPHALT
II
ASPHALT
II
EP
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U 485.3'
[Y
4852'
lA;-
- - - - - - - - - - - II - - - - - - - - - - - - - - - - - -
----w---- 1 -w---
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485 - _ -- - -
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- - - - - - I r -
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(3HCSPACE)
PARKING STRIPE (TYP)
484- - - - - 484-
-483 - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _
- - - - - - - - - - - - - - - - - - - - 483- - - - - - - - - - -
LOADING DOCK
CONC.
J4857' 465./' 46f5
- - - -ASPHALT
SINGLE YELLOW LINE
a<-_= 485=-5
2E
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BRICK WALL
EP
l-
1
SCALE 1"=10'
0 10, 20'
1
CRAIGW J. KOTARSKI
Lic. No. 0402048507
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DATE
11122122
DRAWN BY
B. PERDUE
DESIGNED BY
B. PERDUE
CHECKED BY
J. DENKO
SCALE
1.1 = 10'
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JOB NO.
54878
SHEET NO.
C4.0
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LEGEND:
1
CONCRETE SIDEWALK
U CATGIxl. :�OTARSKI �
RJ.
LAYOUT AND UTILITIES PLAN
GRADING PLAN
Lic. No. 0402048507
HEAVY DUTY CONCRETE
ll/ZZ/ZOZZ <�sa
#1639
#1639
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ONE STORY BRICK
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PROPOSED 14' VEHICLE
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N
ACCESS DOOR
ACCESS DOOR
Lu
Lu
CL-DOUBLE GLASS DOOR
CL-DOUBLE GLASS DOOR
a
(W)=6'
W)-6
w �
FFE=48718
FFE=48718
(KNOX BOX)
(KNOX BOX)
N
M
O
PROPOSED
PROPOSED
PLANTER
SIDEWALK
PLANTER
SIDEWALK
O
44.3'
44.3'
TC 487.1'
F
o BRICK o
o BRICK
o TC 487.1'
TC 487.1'
TC a87.1'
_ _ _ _
81
a°
-488
°�a4.0'
Lu
4.0'
4.0'
Q
p
4.0'
Q
8"CREPEMYRTLE (5)
()
8"CREPE MYRTLE 5DATE
r8-
0
-487-
-
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-
>as7
07-J
--------487
-------- -
-
'-
,
CONC. 1
-
/
CONC.
aaB.
- - --
1
TC
O
I1/22/22
DRAWN BY
/
487- - - - BRICK WALL R15' R15i
->
48J�1'
i R1 JC
BRICK WALL v TC 487.0•
497- - - _ BRICK R15i
W
----
1
I
- ----
B.PERDUE
486.4'
486.4' 486.8' ..
6 'v 486.7'
I 486.4' 486.4'
486.8'
TC 486.8
g • v TC
486.8' 486.T
••
•
DESIGNED BY
8 PE
11
- -
486.2' 486.2' 486.3'
/
P 4
486.2'
/ 486.2' 486.2' 486.3'
P 4
486.2'
CHECKED BY
/
MHS
/
MHS
TC ass. '
o
_T TOP=486.03
TOP=486.03
J. DENKO
INV IN=479.54 6" PVC (NW)
INV 1N=479.54 6"PVC (NW)
•
SCALE
S INV OUT=479.48 8" PVC (SIN)
v o °
REPLACE ROAD STRIPING
INV OUT=479.488"PVC (SIN)
v o °
REPLACE ROAD STRIPING
•
- - - - - ,
TO MATCH EXISTING
-
- - - - ,
TO MATCH EXISTING
•
1" = 10'
- - - - - - - - - - - - -486 - -
�
... - - - - - - iUGP`
- - - - - - -486 -
-
UGP - _
-_UGP _
UGP -
_
_UGP --
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v
-UGP
-
v
W
4858' 4858' pw� - - -UGP -
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MODS
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v v
v
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TOP=484.42
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TOP=484.42
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INV IN=478. 14 12"RCP (NW)
INV IN=478.14 12" RCP (NW)
INV IN=47732 15"RCP (NE)
INV OUT=47733 15-RCP(SE)
INV IN=47732 15" RCP (NE)
INV OUT=47733 15" RCP (SE)
ASPHALT
ASPHALT
� ASPHALT
�
ASPHALT
z
485.3'
485.2'
4853' 4852'
TC 485.1'
O
- - - - -
- - - -W- - - - - - -
-485
I PROPOSED HEAVY 49.7
PROPOSED HEAVY
rC aa5.1
49.7'
DUTY CONCRETE
DUTY CONCRETE
Lu
SECTION
SECTION
112L
m
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- - -- -- -- --
15"RCP
------------------
- - -- -- -- -- --------
---------
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Z
a-
-- -- - - - -
-------------------
--
-- - - - -- - ------------------
�
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Lu
(3 HC SPACE)
(3 HC SPACE)
LL. L
d
PARKING STRIPE (TYP)
PARKING STRIPE
(TYP)
'Q Q
- - - - - - - - - - -
- - - -
LLJ
_
- - - - - - - - - - - - - - - - - - - - - - ----_--__ 484
_
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-
- - - -
m
--_ ---
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Va LL
0
- - - --
- - --------�
---
---
-
p
MM
Q
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- -
CL o
p
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_
EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4" SEALANT
VARIABLE WIDTH'
TOP OF CURB
4,
R=2"
O
r �
'THE DEPTH OF CURB
FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
/ /
MAY BE REDUCED AS
MUCH AS 3" (15"
�J
EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9
6"
w
SILICONE SEALANT
a 6' 3,000 PSI AIR ENTRAINED PORTLAND
SURFACE :', ;':
DEPTH) OR
INCREASED AS MUCH
AS 3" (21" DEPTH) IN
E
J
/ a \j
e CEMENT CONCRETE
18„
�� ��
a
BOTTOM
TOM OF THE
0 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
��\��\�
aa.
BASE
VDOT A-3 CONCRETE
CONTINUE 21 B STONE
CONTINUE
CURB WILL COINCIDE
WITH THE TOP OF A
W
COURSE OF THE
P�6
COMPACTED SUBGRADE (CBR 11.2)
COMPACTED SUBGRADE
4" TYPE 21 B STONE/�/�
a
a.a,
a
BASE FROM ADJACENT
PAVEMENTSECTION
PAVEMENT
J
_
/�/X�� / /� /\
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
��
'.
SUBSTRUCTURE.
Q
UNDER
ACCORDANCE WITH VDOT STANDARDS.THE
a
OTHERWISE,
-
SCALE 1"-10'
UB BASES
DETH IS TO BE 18" AS
toe No.
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
°
g
SHOWN.
0 10' zo'
54878
HEAVY DUTY CONCRETE SECTION
CONCRETE SIDEWALK PAVEMENT SECTION
VDOT STANDARD CG-2 CURB
SHEET NO.
C4.1
No Scale
No Scale
No Scale
L