HomeMy WebLinkAboutSDP201800076 Plan - Approved Minor Amendment 2019-05-31Purpose
of This Minor Site Plan
Amendment
1The purpose of t-b--is Minor Site
Plan Amendment is to revised the
building and parki-rag shown on SDP200800061.
2Reff?r to Road Pl(ann for Drillers
1,ane
(SUB201700179) for revisions
to road plan shownT o--n-- SDP200800061.
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X
0
0''
9,
03100-00-00-020BO
EAS FORD ROAD
)RIAIN E. POLS
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Z t,14,\J E D: RA.
PARCEL OVER."'11EW
41. 4
1\1:3939 23.14
48
114 8 &'.
IF 2.78'SE
TMP 03100-00-00-02!FO
Earlysi vi Ile Voluriteer Fire Co.
DB 1666-71
Zoried: LI
TPOP 03100-00-00-021A1
4F, LLC
DB 2037-4-37
e - Ll d.
if
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N 56-4819" E
29.73'
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Ll
10
WAREHOUSE
BUILDING
N 461 538'VV
291-32
J
RESIDUE OF
TMP 03100-00-00-021AO
395 REAS FORD ROAD
4F, LLC
DB 1804 PG 200
DB 379 PG 223 PLAT
ZONED: Ll
0
SHOP &'E GARAGE
BUILDING OFFICE
BUILDING
P_
� PA%6 ,�ARE RE
f
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SF
WA
ZONIED: LI
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IF
TMP 031001-00-00-021BO
4F, LLC
DB 1804 PG 200
ZONED. RA
TMP 03100-00-00-02!KO
4 THOM-AS J. MANCUSO OR
0 CA-THERINE A. MA-,NtCUSO
DB 1864 PG 665
, \
ZONED: RA
i Go, 0 100, 200' 300,
SCALE- 1"=100'
D�,
4F, LLC
TMP 03100-
00-00-021
DB 1804-200
Z o ri e d: F-A
ts
TMP 03100-00-00-021D0
417, LLC
DB 1804 PG 200
ZONED: RA
N:3938924.39
11484670.61
/V
3160,638 vv
C-101
C-201
C-202
C-203
N 44'00'35' VV 536.
TTAP 03100-00-00-021CO
4--F, LLC
DB 1804 PG 200
ZONED: RA
PF
59
1.32
Land Use Table for Lot 2
Description
Pre -Development
Post-Developrnent
%
Buildings
.0
0.0%
8,000
13.2%
Paved
0
0.0%
26,045
43.11%
Penlious
60,418
10o.0%
26,373
413.7%
Total
1 60,418
100,0%
60,418
.1.00.0%
SDP201800076
MINOR SITE PLANAMENDMENT
FOR
Ll[\1LYSVILf ? BUSINESS PARK
TAX Nth:' 3I, PARCEL 2lA
Ri,O DISTRICT ALLH;MARf f COUNTY Vli-.'fi11V1;1
S11;E DATA
SITE PLAN NUMBER:
SDP200500144, S0P200800061, SDP201500012
S-'UBDIVISI0N
331J13201700179, SUB201800040
WP __PLAIN IlUffiEh
1NP02006003, WP0201500083, 1NP0201800033
LEGAL REFERENCE:
_7
TMP1-- 21 A
PARCEL ADDRESS:
395 REAS FORD ROAD
EARL YSVILLE, VA 22936
SOURCE OF TITLE'
DB 1825 PAGE 109
QW� E Rj, CAN=T.
- 41, LLC
—1
28j85 EARLYSVILLE ROAD
EARLYSVILI-C, VA 22936
ZONINQ
L1 - LIGHT INDUSTRIAL
AIA - AIRPORT IMPACT AREA
MAGISTERIAL DISTRICT:
RIO
BUILDING SETBACK:
FRONT MINIMUM 10'
FRONT MAXIMUM NONE
50' FROM PUBLIC RIGHT-OF-WAY
50' FROM RURAL AND RESIDENTIAL. DIS TRICTS
30' UNDISTURBED BUFFER ALONG RURAL AND RESIDENTIAL DISTRICTs
PA RKING-- -5ETUA-C
10'FROM PUB G
-LIC' RIGHT-OF-WAY
30' FROM RURAL AND RESIDENTIAL DISTRICTS
SOURCE OF BOUNDARY:
PLAT RECORDED IN DB 1804-200
SOURCE OFTOPQ I o
AERIAL SURVEY BY LOUISA AERIAL SURVEYS ON APRIL 10, 2007.
FIELD RUN SURVEY BY MERIDIAN PLANNING GROUP, LLC, ON MARCH 12, 2018
2 -FOOT CONTOURS. DATUM IS NAVD 88.
PARKING SPACES:
_
REQUIRED, 1 SPACE PER EMPLOYEE 2 EMPLOYEES 2 SPACES
1 SPACE PER COMPANY VEHICLE ....... 1 COMPANY VEHICLE = 1 SPACE
PROVIDED: 4 SPACES (INCLUDES I VAN ACCESSIBLE ADA SPACE)
DRINKING WATER .VAjERaHEULTHIS PARCEL IS LOCATE INITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED.
AATEPLY: PRIVATE CENTRAL WATER SYSTEM
R
SANITARY SEWER: NEW GRAINFIELD
SHEET IN
C ....... _ COVFP SHEET
C-101 ......... E)USTING CONIJITION3 DENJOLITIONT PLAN
C-201 ...... _ Sl TE PLAN
C-202 ........ GRADT PLAN
C-203 ......... LANDSCAPE PLAN
C-204 ........ SUB20180040 PLAT
C-300 ........ SITE DETAILS
SITAR
LEGEND
PP PO WUR POLE
Scc STORNflVATER 0YNVEY11,NICE CHANNEL
BUIRLDTING SETRACK
VICINITY MAP
PARMING SETBACK
K c 01 �SCALE, 1 2000'
SIGNATURE PANEL
D
PROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPEC11ONS
ARB
D
OF FIRE EPARTMENTEar
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
by t
I h e P:,-,, i a r i e i ', ou ty
I
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DATE
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SHEET NO.
1
SHEET I
of 7
s
� ZINC F
__6EA_RFN_G _5_1Si�ANCE___'
L1
S 87'53'20" E 16.33'
L2
S 87'53'20'E 40.92'
L3
S 3T48'401' E
L4
1\1 37'40'53" W 38.10'
_.C5
S 87'5,3'20'1 57.25'
L6
N22'3654'E 16.45'
L 7
3 44'00'35' E 6.43'
L8
S 44'00'35'7—;- 5 6-4 2'
L9
S 03'391501 W 12.89'
Llo
N22*36'54'E 16.45'
L11_
301'35'43"E
L13
1-14
S 44'00'35'E 60.03
NWIT271765'E _26. 797
L-15-1
S 82024'53" F 56.00'
32.11'
6y 4
2j
RESIDUE OF
TMP 03100-00-00-021AO
%
395 REAS FORD ROAD
q3100-00-00-010aL-,
% 4F, LLC
8 Bf YERTON LANE
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ODD DOFFLEFIMYER DB 379 PC 223 PLAT
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0
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8
3
00-00-02800 TIVIP 03000-d
7
/1000 T1
WO STONE ROAD is
GOOO RDN MRRIS & w LOT 1
�1.393 ACRES
JEAN MORRIS, TRUSTEES
DB 4386 PG 314 AREA A'
IS A PORTION OF PARCEL 21A �—NG 4 'Private
ZONED: RA 0) 1 1 j -NG 14
HEREBY DEDICATED TO I -
Is I �v F wss Easem
,
PUBLIC RIGHT-OF-WAY
1.467 ACRES
Is 7 5 32 1 ------ N1 4
1 1 -3825W NS
4
is 80.19
-DRILLERS L,
N 37'Ao,63?1 W 330.8;?
'k/ 40—
jl/ is 11111
40'PUBLIC R/-W.,-
4 02
0 698,741
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IMP 03100 30RA'
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4,9,NR EAS FORD ROAD 4016
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SUBDIVISION PLAT
V k-1 99 SCALFE' 1"=-1100'
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50',-,40'TEMPORARY
ACCESS EASEMENT
TENIPORARY
TURNAROUND
TMP 033100-00-00-021KO
THOMAS J. MANCUSO OR
CATHERINE A. MANCUSO
DB 10064 PG 665
ZONED: RA
RESIDUE OF
RT.
63 00f3711 F
199,541 IS
LOT
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R 1.387 ACRES
P
RMIRE
Q
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TMP 03100-00-00-021DO
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DB 1804 PG 200
ZONED: RA
19
TMP 03100-00-00-021C0
4F, LLC
DB 1804 PG 200
ZONED: RA
mm
TMP 03100-00-00-0291DO
4F, LLC
DB 1804 PG 200
ZONED: RA
TMP 03100-00-00-021AO
395 REAS WORD ROAD
It New SMF Access
f q31010-00-00-010 4F,, LLC Easement
A
8 Bf-EYERTON LANE DB 1804 PG 200
DO DOFFLEM[YER DB 379 P(G 2-23 PLAT
B 4543 PC, 436, a i
7r_)NTPT_)A T T A
ACCeSS Never b1V11
NED: RA 170
3. P, Easement
------------
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A_
New Variable Width
7—
SWM Facility
Q:Q' Easement
A s",
Nlow 20'Public Drainage
TMP 03000-00-00-02800
4,000 TWO STONE ROAD
GORDON MORRIS &
JEAN INAORRIS, TRUSTEES
DB 4386 PG 314
7n1\TPT_)- V A
r2� EASEMENT PLAT
'Z-20 StCALE V=100'
6
200' 300'
Its!
0
New Variable Width
SWM Facility Easement
J& --I 2, New SWIVIFacility
\'t"���
Easement
FA
LOT 1
® i t Now 20'Private Drainage
1393 ACRES
Easennot , V1111 LOT 2
1.387 ACRES
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TMP 03100-00-00-021130 Easement CQ.
New SWF Access
4F, LLC New Variable Width,\ Z
DB 1804 PG 200 Public Drainage Easement
ZONED: RA Easement
-00-00 Z
DAP 03100� -021CO F- 0
Ld 11---i
4F, LLC
DB 1804 PC 200
TMP 03100j-00-00-021K0 1 ZONED: RA
THOMAS J. 1,,AA-_J\JCUS0 OR SHEET NO,
CATHERINE A. �AANCUSO
DB 1864 PG 665
ZONED: RA
0 100' _200' 300' C 4
T
S C L E_: 501 SHEET 6 o' 7
57-F-o7/m-
Now
Expansion Joint r
Expainsion Joint Pu�ttement P��I Mont
' Picket shall face �i 9 Concrete 30 psi Concrete
i _ from D Irrip t r _Indies3 5% Max
Frith � 4 inches
....._ _ M -- -- - _- - _ ?fit -'f� 'f � ' `a, ' `\.l ,:•'' s `. 'S ~'� t ' t4� S ��i `' s ��j. ---- - - -- ��-- - - -- -- -- -- �� � � 3
Pt �
IxI6 Wood Picket
5 ,y 1 f a i "€ t! aI> t, : r ti 1 f t E c } ; '1 =• a. sv va -
il, � � \<
fr
p
2x4 rail - -- 9 �������o���J• �� `�`��,� `�•^ - �� �� �� .�a�, ,
4x4 wood post ��� � . ����� . !� fir`. , ��. �.�� � ` ' R� �- 7C
:/4 $�
.... J 4l it 1 �'t al ���a>
{ I ty-
Concrete footing Compacted D�T�� Compacted
, ,
i A(`tDepth 0 irinches ter Depth
,
-I
f h °� y} >'' a�¢ / 7'.' s '' r y e :v de ! -i 9
4
S Y ..,CR
-y CON'1-' =1 �.+ u r 3' "d"° 1!� DETAIL iL, fY
4v TE APRON DETAIL
E ���� �T tP NTS
SCALEI
2 CO
r
��{,,� �. � ���i� r �°'�:w,✓r r�''i �� "; 1. NthePer1ce si°iaIl be
installed within 2-feet of ttie back
of curb.
WOOD FENCE DETAIL
K_0 SCALE, NTS
F OF CURD �
LARGE CROVI/VS, 2"CALIPER OR � �j
GRW,Ek IF LOCATED ON WINDY � � ,��M � �1
ES, OR WHERE TAMPERING � -OT ° t ti __- � � � r✓ i
Y OCCUR. PLAN VIEW _.. V� �
SI Cj 0
PRUPIE CODOFViINAT_ LEADERS �. ` �� 1 ROOT BALL n
s ! 11 �j
Rfi110VE Bvi(39{EN, S?,OLY ----- �� „. .,� • ,•'-s=�;��,.-�.=��� : ' .°<s ��� �� ��� - - � '� �
DEFORL3 a; RUBBING NARROW kid
CROTCH ANGLES, WATER� � � �= ® �•• a� '� ®n m � 9. �,° a 57 STOW (Midi)
�' ' tl_ :• =° sit' ,-
S4�f20UT5,ORG4aS5RA c1� s.= ��.� e. a• e.. q. DEPTH TO MATCH �, A �l
12 GAUGE GALVANIZED WIRE � e ��a' oj'
eSUlla p-
{p n 3.2":c2"HARDWOOD STAKES �*������>" vt°a x� x�� --__Y 0 (14
Y
GALVANIZED3WRE GUY — o — s
12 GAUGE AF LOW F'OR A i
i = - SLIGHT AMOU) IT OF MOVEMENT Existing2x2" HARD� �t t�
HARDWOOD STAKE,��b�� C0NCR�FZ SHAI OE CL A-3 E�i J
1 1a" o.
STAB
SHALLZ-6'MIN BELOW SURFACE- PTy
�> OUTSIDE FROM
TRUNK
A b13N W h 3
OUT FRDM TRUiVif AND
REMOVE TAGS LF BELS AND ~�V i �4r
.PLASTIC SLEEVING DO NOT STAKE 2-3" MULCH LAYER i 0 EDGE OF DRIPLINE.
UNLESS SPECIFIED (SEE _ - 7 NOTE) OO NOT WRAPTRJNKEEP 6' AWAY FROM iR4p;FlARE ' �E j PAVEMENT
Ti DETAIL
CG-6 DE Ti
SET ROOTSALL FLUSHTO GRAD,cOR 1-2" i
HIGHER IN SLOWLY DRAINING SOILS. 00 � SAL NTS "� SCALE; N I�S
PRUNE SUCKERS - \ NOT:GOVER THE TOP OF THE ROOTBALL �
WITH SOIL. RoOTFLARE SHALL. BE VISIBLE
IF FIELD GROWN, CUTAWAY ALL ABOVE FINISHED GRACE
BALLING ROPES. REMO � -- -- - -- - -- ----- —
BURLAP OR tin11RE BASIKET FROM - 6" SAUCER
TOP OF 181 % IF CONTAINER B{gC,4f9l.i PI.ANTIYG PIT WITH NATIVE S
OROPlN, �Er9OVECONTAIHER n,,� SOIL. INCORi�QRP,'i'ESLOW-RELEASE;
A4ICUTCIR
CLING ROOTS
� � —
f {{ I f 1 ff jj GRANULAR FERTILIZER
1:1 SLOPE N SIDES OF ^--� 1" COMPOST LAYER
PLANTING HOLE 'r{��,1 { _ _
-� I ,I i i s= - m'. x 18" PERFORATED CORRUGATED -FACE OF CUR
SCARIFY SIDES BEFORE PLATING PLASTIC PIPE; CAP FLUSHyU1Ti(,MULCH
TAMP SOIL AROU VLi R00TW\L! t ; , ! l ff ` \ Pz.ACE ROOTBALL ON E
I PRESSUREvo i�IL �nTrr�GDT 3xROOTBALL ' _ uNEKCAVAT DaRTAMPEDsotL C PAST EARTH- J
r ROOTBALL-MULCH
DIANE7ER fi r�� ! ?" R
r
---poES f�40T 51-;iFT - SA9J�Ei� _ - - - --
_- -- - - - - MIN. DEPTH
�� TREEPLANTING DETAIL i � I _ -
SCALE: NTS
? -m o
TYP
ua QSURFMCE
- -- -- ---
.� DEPTH TO MiA`r�'�i
PAM-No1
-- ` .. I�
1, ACCESS AISLE VVIDTH SHALT_ HE 5' FOR HANDICAP e ' . — = I
fSPACES. ��3°' ������ AND �° F�� VAN ACCESSIBLE
s �_ 2, SEE SITE PLAN FOR LOCATION AND DIMENSION F -- STA1\fDJV- COY-2
--� HANDICAP SPACES, DIMENSIONS SHOWN HERE ARE " ►�IIi�1I�1LJ�sl DEPTHI �
- -
-CORNER RADIUS ua�> I'�I °' S F PREPARED SOIL 5, : -
" � N11NIN1U1�1�, _ � �11�II��U�1
_ -- 1�� `�,T (TYP) 1 � �-�
- - - 3. "IRE STOPS SHALL BE. INSTALLED 2' FROM FACE I- MIXTURE - TAMP TO � �}
�' CA
CURB 1N EACH HANDICAP SPACE,'
pF09;'�1 T'fi � � � I C������ii� ���i�%I�I�I'
12�, v 4" WIDE WHITE 4° FOR ALL. HANDICAP SPACES DESIGNATED ON SITE PLAN,
M PAINTED LINES THE VIRGINIA STANDARD "RESERVE PARKING" SIGN AND � �, r�� ���� T� n -
STANDARD "PENALTY, TOW -AWAY ZONED' SIGN SHALL HE � � RUB PLA- -- ENG ' L �UCALEa NTS !
CONCRETE TIRE STOP.
INSTALLED. ��"
4 AIDE WHITE PAINTED LILIES � NOT REQUIRED IF PARKING 5, FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN - - - ---- -- - _ � � Cho
S PROVIDE "VAN ACCESSIBLE" SIGN
SPACED �' ON (,ENTER "� '�PACE. IS 1�i' LONG. ACCESSIBLE, SVNA
_ - - -- -- - - - - - I TH MINIMUM n2" HIGH LETTERING MOUNTED
UNDERNEATH RESERVED PARKING SIGN.
. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE
SIGN No LESS THAN 5' AND N MORE THAN !' ABOVE" Note:
THE FINISHED GRADE.
Load Condition A Shown
7, THE REQUIRED ITEMS MAY HE CONTAINED ON ONE R (No Backslope - No Surcharge)
MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS FOR SIGNS. �
} , SIGNS SHALL COMPLY WITH THE LATEST EDITION F 28" TOG Block - Move Blocks Forward
�Flandrail
Ua AS (UNIF"UP31`�1 FEDERAL ACCESSIBILITY STANDARD), During Invt�allticn to Engage
VUSH , (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), I SETBACK - '1.25" Shear Knobs (Typical) - -
\. 4n WIDE WHITE AND THE CODE OF VIRGINIA SECTION-99a'1` . (4.0' F3at?er Angle on Wall)
PAINTED LINES Ground Level
_. _.. TY-r=t=i-r—�i't=rrr=trite` m=sffTir �==r rrrr--Ig rr=
Min NOTE 9 Mir 1 i i-I i C-11 i=1 f f�1I C=1 ---
1L L I tllJ
., I f 1=i I �I I I -III- 41 I -I I! -I f I -I I f=1 I �-III-III-III-111-1 �
-T NDIC �. ACCESSIBLE ARKIN DETAIL
� IIti��}If1}111tillill llillillTll�llill�lli l ��ii_ lily 1�1��"l ll�ll�l� F
W ALEo NTS I I I -I I I I I I I I I-II-1I I`I I l-1 11={ I III 1 1 I k-1 I I ?
111=! 11= 1111l-I I F-1 I I=III-I 11=1 1=1 I 1"
Exposed - -= 1141-1(1-I 1 1=I I I T I P-I I I 1 I F71 I rr
I I I_l 11-1 11=1 I =1 I I I I I-1 I f-
- - - WaII I II[ -I ! "� � Free Draining 3ackrill to
V\Iail I P(i-14I IA =1I I �P--t �t
4 Max _ --; end at Least ` 2 Behind
(2) 6" DIA CONCRETE FILLED POSTS / Height � II1111111 �11 F1! fill l �l l ll l ll' illfall
PLASTIC OLLARD (YELLOW), S-Y' f GH,
Finished Concrete Slab-- Ii-lI1-�-1II II( 111=11_k�� n- 10� r ai s it
EMBED S-O„ MIN. Ground Level � �;+�= -fill=�Ci= r�"-a
I -If I�TI�I1=11I-111 Fabric (If Specified)
Trr r t rr rn� _ I I Q I I-1 I (=1 11=1( [=1 11= �i -
I I_I I F=J I I_T-1 I I -I I
_gn F1 l I I-1 I I=i I f-
Varies I_ 1 I I I- „
- - -III-I I 1=II=111=1i r r - 2 Bottom n Block. � �=
4 a 3000 psi Con reie Level in _I 1 'T1 _V I f 11-1 V 1-111=i 11=11 i=i 11
j I I I III 11 I=1I 1=I 1�=1
4 Depth 6 inches Pad-i1-III II 11I TI=1Tf-111=1II� !I
-Ali l=11 {-1 l l-I I F
-�y —>E _ _
• -- —x =I 1 1—III=11 I I I l�I 11111=III I CII(11-III I {=III=11 �-III-I
ietl Perforated Sock Drain
I� [ llfii�IlhTl11 111 �ru�had tin (his Specified by Engineer) � � �
1Dumpsxer n ° .
a ' Leveling ;mad � � E i
4a�� s�� g �✓ ��� °0��,,o Jd�71 be designed EAi�4�ic" o�i� IiC L71-r�47C k COrYi for V'tC�llt�d,�
��'%,�/° `�,/°,����"�'��°��� ��4�� 2.�hr �� �IIhi�ll H�ttl�c�iOn iJrav�tirsc Ot eachOn�iiti0nLq
Brown RS5004 Shown in the Design Charts
414
-DRAWN 8Y
Compacted VDDT 21 A
J_JOHNSON^'= I2J0&106 _ � y
•/CHECKED ,.✓ .i —
• Depth -= 6 inches
APPROVEDBY DRAWNG FILE - - REV190—N SHEET NO.
Typical 23 in Block Gravity Wall.dvw 3
" - _ Y"— - g— - - __ ---
•I .�ya�� -�"`� I£vUE DATE SCALE SHEET IvO.
NO SCFtLE `i OF 1
-� ��r�;L�° ITS �a ~��� SCALE: NTS -- - 7
-