HomeMy WebLinkAboutARB201700079 Presentation 2017-09-05MHO q
TOP=357.44'
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7MP 78-5F DB. 3568, PG. 97 DB. 2976, PG. 576 g60 LANE MARKING ° u ; Al u
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Ii DB. 2934, PG 476 3D \ AND GRADING °
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III 1LEVEL `ltttt tt " --------------- —370— _ DB.525,PG.483 _ _ -- �.
IBL� K FRAME & ALUMINUM t ttt ` �Q.�j _----____ - - -- _7``�; _00
I( WA i 1 t t: `ram- — _ � - _ `t\ � I
MATC ELECT -OF I COMMERCIAL BUILDING VIREO' _ _ _ _ _ _ _ _ _ _ _ _ _ Y \ `^ _ _ -
CUR GUTTER (RAISED CLEARANCE) �+'> t \ ti _ _ _ _ _ _ _ WF,LB_
EXISTINAND S EWALK I amn` t _ _ _ - - , _ _ _ `-
IRON F
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BATCH.. ~V.OF II 1,q.R _ `9 \� _ - _ 9� / _ _ ry yh ' ,t t �; ��� ��\�\ y c9 040 K ~ DATE
EXISTINCU IG TTE�. II I �; 1M \O •� yt I\A]
_ — ^u i •\\ � 8 \ O 8 / \ \ t \ I `�•\�\\ll� \�`\\ p� ` �(` �2 > 22 16
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1 O LECONTVAULT 90' ND ` N EF4 LC - `Gy O ` 1 bF ` ` p O`y5 _\'R`\ L,, 'ENGL U � 4 1 � DRAWN BY
x1.0J \ 20' 8 9 - - 8 t \Ps _'I - \ t� "`��` p
fl p . 4 PG 6 _ - 1) 6„ GATEWA;° J. WILSON
Q, _ I t t \ •a\ ' �\ \\\\ p\ RIGHT OF
�f rI AS MEN7i ,-�M_\erX6"T�€ — \ v �(tL�EStt tt t\ �\ �\ P Cep V P17 .30`.� -�r \\�\\\ \ \ \���` \\\ DESIGNED BY
RIGHT OFAY IIII - i , : D 16"W \ 8"W w 8"VV_6_'09 8' I \`�
NED FTG s"Xs^ EE
— I F — 6 r \ y . t 1 r r i \ _ �I �. �\ `\ \ `� •• J. WILSON
` t 6"GATE VALVE 53A� 6"X4" R DUCER t t t ` � `� \ tv
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t{ I r ` t S 'N" - SAN t t I V t t� t yus
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O 11 Z \ rrr t t iI IN�lN=388.4 P/4 (UO _o ,I. _ `395. .� o I r i ��� • • SCALE
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TRANSITION TO GREASE TRAP(METER SIZE BY AC IQ (NV. OUT=340.1TJ5"RCP 6SNj
"Nd If FIRE
Zo MAIN ENTRAN(PARCEL ONE) � \
W INV.39600 TMP78-5A 398 8G1
�D ARTMENr
NNCTOPANTOPS CORNN DB.4358, P 684
DB.4358, PG.684BOLLARDS REFER TO t
4PRO�QSEDG�OCERY STORE(Ld DETAIL ON SHEET C2.5 3.832 AC.
1248�QHMONDLDAD O M ZONED:HC
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D LK
GATE
EVES FLUSH CURB � ��
I Ir VA OVER75 I `may`,: 75"RJi
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SECONDARY t r I IIII � 1 / [�� . A STOP t t I I 1 ( ■ �� � � � ��
STOP . A ACCESS r •,� t �-n. 1 r r i r r.
LIMITS OF LEARIN P r 9' I 6" PVC ROOF :x '�o� SIGN ?_ -I II I I�C 4 r .(Xr t `fit
AN GRADIN CG-12 r 1 �q P.) DRAIN (TYP) - �� . _ A B PARTNERS -12 R45 `. R45 _ r r rro l /r APPR IMISTQ rr ` 7 r �t� r lo
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EXISTING URB/GU I I I ,` Jni I r r t 0/ 2B "TEIRED \ ` - �' t ^ t off_ ,".I` I �`\ �FEOM,RbOF�T '' I tt II ! 1 I RF AINI rr "r / ' 0 AT&T MARKER \ \\ \\o \� \ \\ \\ W Q r
P JD SIDE gg ! I I % r A2 WALLS ` 7 \ `\` `, `-1 ` t 1 I I b I I I I I I �I I i `\ tl � I \ I W NO. \� �� \� �� \�
LY2I' D IN TO S ORM ` l W,ALLSu \� �� �� \� \� \ �� \� � D] J n
�h F.O.B. PARCEL ONE I v I I I F I MIN m COUNTY MAPPED �� \�� \� �� \�� �� / �� \ ( ) Q tl
i D� 'CIIII a R v GIS PRESERVED �� \� \� \� \� \ / �� \� u °
PROPERTY BOUNDARY i t / I r / r SLOPEAREA \ LLJ
O t
a, p LIMITS OF CLEARING
FUTURE POSSIBLE \ \ 3
AND GRADING TMP 78-6 INTERPARCEL ACCESS TMP 7
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a1P �--OHP < B & B PARTNERSHIP _ �\\��\\�\\��\\��\���\\\ MESA A. PEGGY W
M �
'1�55' DB. 816, PG. 241 \��\���\��\\��\���\ \��\ DETTOR \��\ t/�/ O ow
ZONED: HC ��\���\����\��� �� DB. 3713, PG. 419
ZONED: PUD \\\\ N o
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APPROXIMATE J 3
3 SITE PLAN LEGEND Q
ABBREVIATIONS I --I
- THIS SHEET IS PROVIDED TO DEPICT PRELIMINARY
PROPOSED METER CNC CONCRETE sowK,sw SIDEWALK J o�
g' SETBACK -AT/FP STANDOFF EX. EXISTING RCP REINFORCED CONCRETE PIPE DESIGN OF UTILITIES AND GRADING. d t
W WATER F.F. FINISHED FLOOR SSWR SANITARY SEWER o 3
® WATER VALVE GRND GROUND
G GAS EP EDGE OF PAVEMENT
61 GAS VALVE TBRL TO BE RELOCATED TC TOP OF CURB
STORM TBR TO BE REMOVED N a
j
-AN— SANITARY • BOLLARD ACSA, ABEMARLE COUNTYSERVICE AUTHORITY = t
j 4 STREETSIGN PROP. PROPOSED
3 UCT COMM DUCT BANK
g TW TOP OF WALL
O GAS METER C
UGf� ELECTRIC DUCT BANK BW BOTTOM OF WALL j c
3 . . LIMITS OF DISTURBANCE CO CLEAN OUT
M CATCH BASIN
GUARDRAIL I S `c
3 1 STORM MANHOLE NAD-rc
X FENCE JOB NO.
3 SANITARY MANHOLE SCALE 1 "=30'
O® // / PRESERVED SLOPE (COUNTY GIS) 35148.024
XXX MAJOR CONTOUR
e SANITARY CLEAN OUT
S XXX MINORCONTOUR 0 30' 60,
FIRE HYDRANT[2j- w('�-7 (/ C1"0 �
} e-O SITE LIGHT o o o o o o o o FLOOD PLAIN (COUNTY GIS) SHEET { FDC m.
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PARKING SPACE COUNT
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LOOKING EAST ON ROUTE 250
LIDL SITE
LOOKING EAST ON ROUTE 250
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LIDL SITE
LIDL SITE
VIEW OF LIDL SITE FROM ACROSS ROUTE 250
LOOKING WEST ON ROUTE 250
LIDL SITE
LIDL SITE
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AL -
VIEW OF LIDL SITE FROM ACROSS ROUTE 250
LOOKING WEST ON ROUTE 250
LiDL 1206 Charlottesville
LIDL SITE
/ Site Photos g _ zO, -7.7
/ 7/24/17 , o �_ PR-004
9 /S-/17
8444 Westpark Dr., Suite 120 / McLean, VA 22102
703-564-8484
STONY POINT ROAD
RICHMOND ROAD
PARKING AREA
SIDEYARD COUNTY PRIVATE ROAD SIDEYARD LOADING SIDEWALK
DOCK SIDEWALK SIDEYARD
PROPOSED BUILDING PARKING AREA
FFE 400.00
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IGHT LINE
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DRAWN BY
SIDEWALK SIDEWALK �� - J. WILSON
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O' DESIGNED BY
PARKING AREA PROPOSED BUILDING a i •
FFE 400.00 J. WILSON
y���l1�IYJJY,, '\�,��. ,�LI ,..: .. .. \ \, I /�����_ / • CHECKED BY
.. WTtr C/'r.''l-/.', :-.s-.K�L' ��. /.'� • C. PENNETTI
\ _ `�L:uI l�N„;,;:.' _ - �. I • • SCALE
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AS NOTED
RETAINING WALL
x
ELEV. 400.00 -_ ._ _ _: _ .. -- - _' r«`�. _ _ } RWITH (PLANTER I
-.� r x"
O _..-- _ ._._ -__- _. __. - ._. FFE 400.00
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EXISTING GROUND / I
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WITH PLANTER
SECTION
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WIDTH INCREASED TO
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PARKING AREA OVED TMP78-5F PANTOPS, LC
PANTOPS, LC DB. 3588, PG. 97
15' AWAY FROM T 250 ZONED: HC
TO ACCOMM DATE De. 2934, PG. 476
ENTRANCE COR IDOL? ZONED: HC
LANDS APING
I 1 LEVEL
FRAME & ALUMINUM
COMMERCIAL BUILDING
(RAISED CLEARANCE)
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--- _ ............ _.__._._._._._--.-.- _ _ - -...... ...... ......
_._._.�\ - - - - - - - -
...... _ _._._._._._.ACCESS ROAD COUNTYMAPPED
t J4I RELOCATED BEHIND GIS PRESERVED
II I BUILDING TO PREVENT SLOPE AREA
I I TMP 78-6 \� \� �� \� \� \
PARKING LOT \ �� \ �\ �\ �� �� TMP78-5K
CONFLICTS B & B PARTNERSHIP �� ��\����\�� ����� ���\ JAMESA.&PEGGYW.
JJ55• I DB. 816, PG. 241 ��� ���\�� ��� ���\ \�� DETTOR
ZONED: HC \���\��\\��\���\��\ o �� DB. 3713, PG. 419
q ZONED: PUD
APPROXIMATE
SITE REVISION NARRATIVE ACCOMMODATE A 24' WIDE ROADWAY BEHIND THE BUILDING.
THE FOLLOWING LIST OF EDITS HAVE BEEN MADE AFTER THE LAST 6. THE ACCESS ROADWAY FROM ROUTE 20 INTO THE SITE INCLUDES
SUBMISSION TO THE ARB. A COMMENT WAS MADE DURING THE INITIAL SITE SIDEWALK ON ONE SIDE AND PLANTING ON BOTH SIDES.
PLAN SUBMISSION PROCESS REGARDING THE ACCESS ROAD ALIGNMENT. 7. BUILDING FLOOR ELEVATIONS AND GRADING THROUGHOUT THE SITE
THE SITE LAYOUT HAS BEEN REVISED PROVIDE AN ACCESS ROAD ARE SIMILAR TO THE ORIGINAL GRADING PLAN (FFE AROUND 400)
ALIGNMENT THAT IS UNOBSTRUCTED BY PARKING AREAS. THIS LAYOUT 8. THE PRIVATE ROAD DESIGN (FROM ROUTE 20 INTO THE SITE) HAS BEEN
HAS BEEN DISCUSSED WITH COUNTY ENGINEERING STAFF. MODIFIED TO MEET COUNTY PRIVATE ROAD DESIGN REQUIREMENTS.
9. ADDITIONAL CLEARING AREAS HAVE BEEN SHOWN ALONG ROUTE 20 TO
1. THE PARKING AREA NEAR RT 250 HAS BEEN MOVED AWAY FROM THE PROVIDE THE REQUIRED INTERSECTION SIGHT DISTANCE FOR THE
REVISED LAYOUT ROAD BY 15 FEET TO ACCOMMODATE ENTRANCE CORRIDOR INTERSECTION OF THE COUNTY PRIVATE ROAD AND ROUTE 20.
LANDSCAPE REQUIREMENTS. 10. THE STORMWATER MANAGEMENT SYSTEM HAS BEEN REMOVED -
2. THE NARROW PLANTING ISLAND WITHIN THE PARKING BAY, BETWEEN CHANNEL AND FLOOD PROTECTION REQUIREMENTS ARE MET WITHOUT
PREVIOUS LAYOUT RT 250 AND THE BUILDING, HAS BEEN WIDENED TO ALLOW FOR LARGE ONSITE FACILITIES.
TREE PLANTINGS (AS REQUESTED BY ARB). 11. THE TIERED WALLS ALONG THE WESTERN PROPERTY LINE HAVE BEEN
3. THE PLANTING ISLAND WITHIN THE PARKING BAY, ON THE WEST SIDE OF MODIFIED TO ACCOMMODATE THE NEW LAYOUT. THESE WALLS WILL
THE BUILDING, HAS BEEN REMOVED TO ACCOMMODATE THE PRIVATE FOLLOW THE REQUIREMENT FOR 6' MAX HEIGHT BETWEEN Y FACE TO
ROADWAY BEHIND THE BUILDING - BUT AN ADDITIONAL TREE ISLAND FACE WALL SECTIONS. GUARDRAIL AND HANDRAIUFENCE WILL BE NAD 83
HAS BEEN PROVIDED TO ADDRESS THE LANDSCAPE REQUESTS OF ARB. PROPOSED AT THE END OF THE ADJACENT PARKING STALLS. SCALE V=so'
4. THE TOTAL AMOUNT OF PARKING FOR THE SITE HAS BEEN REDUCED 12. THE TIERED WALLS ALONG THE EASTERN PROPERTY LINE HAVE BEEN
FROM NEAR 180 TO NEAR 160 - THE PROPOSED PARKING NOW MATCHES MODIFIED TO ACCOMMODATE THE NEW LAYOUT. THESE WALLS WILL o ao so'
THE REQUIRED PARKING FOR THE PROPOSED USE. FOLLOW THE REQUIREMENT FOR 6' MAX HEIGHT BETWEEN Y FACE TO
5. THE BUILDING LOCATION HAS SHIFTED TO THE WEST TO FACE WALL SECTIONS.
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DRAWN BY
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DESIGNED BY
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CHECKED BY
C. PENNETTI
SCALE
AS NOTED
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JOB NO.
35148.024 =
SHEET NO.
C3.0
20/-2-7
9/5/i7
BRICK 01- FLASHED CAMELOT
IRONSPOT CLASSIC - UTILITY
SIZE - GLEN GERY
BRICK 02- URBAN GRAY -
NORMAN SIZE - GLEN GERY
MECHANICAL EQUIPMENT SCREEN /- GRAY 345 TPO ROOF MEMBRANE
COLOR TO MATCH SW2848
,jj�TOPOF ROOF -HIGH
2s' a va" -
TOP OF MECHANICAL SCREEN
FINISH FLOOR
0"
LIDL FRONT_ ELEVATION
SCALE: 1/8" =1'-0"
BRICK 03 - COLOR TO MATCH
SW 7004 - UTILITY SIZE -
GLEN GERY
PRE -FORMED METAL
FASCIA PANEL (FLUSH)
OVERHEAD ROLLING DOORS BRICK 01 BRICK 02 BRICK 03
01-STUCCO LOADING DOCK GAURDRAIL
2 LIDL - LEFT SIDE ELEVATION
SCALE: 1/8" =1'-0"
GRAY 345 TPO ROOF MEMBRANE - PRE -FORMED METAL
FASCIA PANEL (FLUSH)
TOPOFROOF-LOW-
16'-11 3144"
BOTTOMOFCANOPY
17-0"
Jjj
BRICK 01 BRICK 02 01-STUCCO
LIDL - REAR ELEVATION
SCALE: 1/8" = V-0" - --
tim
- STUCCO -SW7(
02-STUCCO
02 - STUCCO - SW2848
PAINTED METAL - SW2848
PVC SOFFIT PANEL W/ AMBER
BAMBOO PATTERN
GLAZING SYSTEM: TRANSPARENT
GLASS PANELS W/ALUMINUM FRAMF
ZAY 345 -TPO ROC
DPVI"F\ u I FILHS I LK ML I AL AUUEN I PRE -CAST SILL DOOR ' BRICK 02 PILASTER BASE
COLOR TO MATCH SW2848 COLOR TO MATCH SW2848
FINISH FLOOR AV
0"
01-STUCCO BRICK 01
02-STUCCO
GLASS
SIGNAGE TO BE PERMITTED SEPARATELY
Amn (Y)MDI V IAIITU Al I I nnAI nnnIKI A Ainrn
IVIG I/AL WANUF'Y
COLOR TO MATCH SW2848
PVC SOFFIT PANEL W/
AMBER BAMBOO PATTERN
SIGNANGE TO BE
PERMITED
SEPARETLY AND
COMPLY WITH ALL
LOCAL ORDINANCES PRE -FORMED METAL FASCIA PANEL (FLUSH) GLAZING SYSTEM: TRANSPARENT WAREMA SUNSHADE
TOPOFgooF-HicN _ GLASS PANELS W/ AMUMINUM FRAME COLOR TO MATCH SW2848
METAL CANOPY
_' --
BOT1OMOFCANOPY
LSCLIDL - RIGHT SIDE ELEVATION
ALE: 1/8" =1'-0"
FINISH FLOOR
0'
BRICK 01 BRICK 02 PRE -CAST SILL
GLAZING SYSTEM: TRANSPARENT MECHANICAL EQUIPMENT SCREEN
GLASS PANELS W/ ALUMINUM FRAME COLOR TO MATCH SW2848
TOP OF ROOF -HIGH
29'-71/4"
TOP OF MECHANICAL SCREEN
MECHANICAL ROOF TOP ACCESS LADDER
LIDL 1206 Charlottesville-Elevations-
1 7/224/17 �i2g Lv i7-
P -001
8444 Westpark Dr., Suite 120 / McLean, VA 22102
703-564-8484
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