HomeMy WebLinkAboutSDP199800030 Plan - Approved 1998-03-13`
PLANNING DEPT
ENGINEERING DEPT.
ZONING DEPT.
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t. aAS'NIFOASALI. ELEV;SIGNS S8Owl1 3t tV1TICN.V, G-saa�IC
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VICINITY MAP SCALE I" =
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saAVEY,
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a. T°= CONTRAC_bA 58>r •. EL =•-aONSISLL FOIt NOT'�'YINa "!a;s4 u. Pa-A[i. pTLL >AEy494a8pCY NATLA ANI1 sOa
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APRQ¢TIITANG-S. TEI.4 CBIIiCATI01f 58... a8 At- ai A
NOTE P¢aFLla1- -:1. lT_ :ffi �2L-ICA-aIr sBALt sTASL =
STORMWAT ER BASIN TO BE BUILT WITH PHASE ONE. s. m 'r''T-�'`°c° sEmrn P'-'-3 saa_I. ,avE > `av�w�Y oP I r* encL AAEa '"� s.� �I�„^on >nr.*-- m-
VLV lR.l. aBEa FAan S8E :9P OF 2r,-, OOC,Q ^.°='•
PIDC. TSs ^JCR=Ea .ILL eTZ YYo9AN1' .li. 'tAL4Ca a Ol].oL9O LL[L! SHALL se RO 'O a%1vIs
AAfa NITL. L:.YES. TC.
AalaaAT_
_ iscs .T Fa¢ TdL -r�LVL posyyG > Pa19¢L ESIIISZon Fr ^8L i.LVE
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0' NIDL 15 IOrTS. C^R1 m ON 3! ?I?LLY£ VN PPa YAN T3
SHALL C amLG=Sm TO' T8L arum r- COONTY sC_iT.0 Aa'THOAIT_Y,
S
.. AGLTSS LASEaMT, ^J s F A,-1-acCSa .,fiffi. BALL .1I50
CH aE amxc>T- u A or z rs AS ¢rL.
ESgpEgKE
$ OHIO
/ RAI<<.ygY
PI+ASE TWOS52'23 - - PHASE ONE
EX.
TREES TO BE S'A VED(TYP)
42"n � •
S=Sycamore, P=Pine VVLocuat
�-
6.. DPF
-30
93
I SENSE' ITSE TA TI,IN
31�
I
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s J x �-----ter ' ?c 1 ` L L -• +.,. - - c _
s \ JL
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b5
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.
FP @
AMOC
-PIPS
3BI,7
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_ 7vT-'t�F �AR
10, A
DUMPTE
T�O EXISTING
STINGIO'
INV=383.2
-
-- - - - - -- - - +NV=380
I I
EC.'-2
3 RIPRAp
-T-
_
3i
I =84 I
\\
N
lVk3
1 2.'0 182 Sa6FM
384.14 -
I
\�
ORMWATER _ 37 le W
I
- _ _ I
I
I\
3B2
i 38 17 i
A AB6REWTE
m\
I
y I I
�3B ;7- ,. �b
An AIR RELEASE VALVE
,vP
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I I
I
w
E I I
6"FPP 386.F7 F_
NULL
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N BLOII OFF
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CAT CATEGONT
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w
BUILDING -I# 2 i
3L _
j abes"o
366.58_ - - 386.0b 382.56 -
°� DG mj� 7 -
D. CLAS
LL CENTERUNE
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z 3 '__
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TED METAL PIP[
t► CEIITFCHIP AAPOINT
_
I
LPP CG°NNIAIFO PUOTIC PIPE
EO P
I60' X 184 I �'
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ENLARGE EXISTING DOCK 386.51 3B2.63 %4-1 /
J
DI DUCTILE
U
/ 13,440 440 S.E 'h�
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o N 385 ` -w
- -
+
386.d� 382.97 3B6.6I
I)
EIA DIAMETER
2
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1,
WALK THRU b6
Z (0 i3ea.e9
I
I
364
1
y� FF- 38F / I
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a 3of, _ t
I,
REMOVE BLOCK WALL - 86.
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EEDP EDGE OF DP END OF PIPE
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5
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TO FINE HMMT
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HP HIGH POINT
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INV=31ik3.3
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4' WALKWAY
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INV INVERT
a RAIL
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S LpL IN
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iy
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\1
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LOCO DING,$PA 3 83 3g6 HEELST P(TYP
,465 SF
In Wr TO SCALE
1
1 1
( 2X Ib) \
i
DS
FF- 386.76
PC POINT OF CURVE
PDS PRIME AND DOUBLE SEAL
,A
�'1
a VERHEAD�00 , '8"FFP
PI POINT OF INTERSECTION
I
11
I
+385.18
PRO POINT OF REVERSE UM
MY PRESSURE REDUCIMS VALVE
)I
I+385.64
.� 50
d
38
A_
a
PM POINT OF REVERSE VERTICAL
\Y
B
4 S
ACE
-9 X
-�
-
RB `S;V
a a
"
I
PT POINT OF TANGEIIOT.
PVC POINT OF VERTICAL CURVE
BLDG.
I3BAr76
j
I
WI POINT OF VERTICAL INTERSECT ON
PVT POINT Of VERTICAL TANGENT
a
Oc
.Y'
nF
x:O
38
CLEANOUT(TYP)I?I
LOTUS
�R/N FABIi-CE-MAY
_ I�/
/ /
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Qo
I'I A
I
dD RADIUS
IS' BUILDING SETBACK LINE(TVP)
I R PH 2 o-HC
\\\\ PHASE LI
(VAN ACCESS) /
f
RCP REINFORCED CONCRETE PIPE
X.
b' X is, Remote gas line
RED RERUIRm
!
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TYI i7 ?,. i_ 40 r_I 1 3
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BUT ON
_ SCR SUK7URE
R.JADWAY FXPRESS INC..
o
wwoa '�.
AS SMVER INRY SE
DB 693 P 351-353 PLAT ?"A 1(IP)G AIR i= A
-
mN wR8
A TYPICAL
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o _ IP.
a-`P 'P
I
VC VERTICAL ORVE
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a 3B
Y
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! I
VSB SIBNi DISTANCE
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Oda
W �0
.
386_ �
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w
MIER LIME
l ON1ED LINE
-(FPP-FLEXIBLE
N
W
7 S A ES- 10' =10'
N
PLASTIC PIPE)`
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A I
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I
- FINAL- Site Plan for
ANTEC WAREHOUSING
SCOTTSVILLE MAGISTERIAL DISTRICT
$
~W m
PH
�
390 a
3 N
m
J
a3
V
¢ x
m ¢- L
FED
�/EX.
OR
WE
6"DI WL
370
MAINTAIN
AINIMUM
OVER OVER C EVIERLINE
PIPE
10,
20'
40'
A S It I -�
Z
8,•_FPP
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al
�i '- DOGw000 -
X It )
//
T
38640 ,A
5'R
£
U
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o
17. ITT
qp
"VAN
LOADING SPACE\I OXIS(TYP)
LL
CO `Z I�
rL w
+
38584 `
aQ)(v
Ca
L -
LLZ_
a)
N 385. 6
0 D T C
ALBEMARLE COUNTY, VIRGINIA I' - a, a
[ n OAIE- PARHING a HP=394.6
REVISIONS 2-24-93 LOADING SPACES ¢ tim
ARE A
2-26-93 PCL 8PIPE FIRE HYDRANT PROFILE V'385J3 I
3-3-93 PIPE 2-3 MOVED \ a 3 ,,/� ° I ITN TYPE TOP IN OUT A
DATE' 2-10-93 345-93 ACSA COMMENTS SCALE 1"=1C'H,V 5 8U1 t� #k3 \ II - ---
8-28-97 I. RELOCATION OF LOADING AREA TO BETTER ACCOMODATE ON SITE DELIVERIES. - y - 1
2. REDUCTION OF BUILDING SIZE TO ACCOMODATE 3' SIDEWALK IN FRONT OF BLDG. N0. 3 ) 65 rI� 1 01-I IAA. A0 381.90 2.So
AND ALLOW ADDITIONAL ROOM BETWEEN BUILDING NO. 3 AND a 1 �! I 3 01-I 3BA. A0 2BLN 781.30 ].10
3. NO CHANGE IN NUMBER OF PARKING OR LOADING SPACES. EXISTING BUILDING NO. I. 24._� 12,09t 6 S.F.
87 38 al I I 3 EDP 376.DO
T.M.77 PCL 40E ZONING, L.I. m NI 1, 1 N 11-1393.20 3".00 3.20
REVISED: 2-27-98
OWNER: ANTEC PARTNERSHIP I. ADD DUMPSTER PAD a FFC 385 +3ea 27 0' 3 ION IGATE 316. TO 6.07
2. RELOCATE PARKING SPACE. - x a 1 -( EOP
1820 BROADWAY STREET 3. ADD PARKING SPACE. 3a
CHARLOTTESVILLE, VA. 22902 v\ 84. +I ;;� / _ - - - a iIK BaE LMTN ITT) Lon m
a 384.23---
PROPOSED USE OF NEW BUILDINGS, WAREHOUSES - --�! _ - --`L- - -- - \ ► 2 u Cn W." 0.ss
I 3 3 I2• CPP Moo A.oI
PROX. LOCA no�V of I P 4 3 12' CAP 154.00 0.8V'
.3ALV wA IE I I3• CPP 103.00
a6ondon) ERL�N31 I 7 6 10' FP► 1001 0.46
LAND USE SUMMARY:
TREE CANOPY:/ +383.52 m LL I I
BUILDING COVER. 37,6A5 SF C7. 2z CANOPY REOUIREO: Io,150 Sr I z 6 � - I �
PARKING J ACCESS 32,375 SF 12,111 EII STING CANOPY 10 REMAIN: 5,610 SF - '? - - - IXTERI R LIGHTING(TYP) - iD I 5 ' ETBACK
OPENSPACE / L'NDSCAPINB 30,835 SF 30. LBI PROPOSED NE4 PLANTINGS [MOPY; 5,533 SF / z 5`'. (dl rest away from adjacent prowrf Tea) _ _ - -
__________ ______ CANOPY PROVIDED: l0,653 SIF 0n/ _ _ _ S„' SL _ _ i t- Locus
TOTAL 2.22 AC = 101,19/.AF 100.001
^� RB _ 5.. L ,u T 3e�.7a
RB = REOBUD, WO = WILLOW OAK, DY = DOGWOOD 382 384.2 `
MAIIMUM IMPERVIOUS ",OVER - 10,660 SF
FLOOR AREA RATIO = 37,172 38 S" LJr05T
LOT COVERAGE BY BUILDING RATIO = 37.131 PARKIN6 SCHEDULE:
El ISTINS SITE - NUILOING AI ETHTS, REMAINDER VACANT, GRASS x \ _ '( 38a 42
PRCPOSED WA"
CALCULATIONS: 2 CUSTOMER. SPACES A 1 SPACE V 2 EMPLOYEES � R SPACES - 10' Y 18'
BUILDING SPACES PROVIDED MAI. NUM. EMPLOYEES - \ rt` - - 10' X S
`I 2.0 �b WO. I' DUMPSTER PAD
-____ _______ EXTENT OF ASPHALT ENT E
2 19 34 1- 4^wHITE�YNES 2 FEE7 APART T ,13 �S30'35'06'N
3 17 28 /5' PINE
38, I N GRA JE(_ ) _ 2) (E atThgT7 TREES TO REMAIN and shall be3��t� ad +3, 4. 43'
A _ should they die.
EX SHALLOW DITCH` A Ex. Fire Lirw PI n4) ,I URPV-.pfE.'Alc$OR'f70RATiI�AJyS-
/ \y
jaVE�AEN73 DISCONNECT 3/&' METER
EX. ENTRANCE ! �( ti i , - -+
T
-� -�. �_.-. .. _.. jBl 0 _8073 380.00 \- j _ G PAP B X FH
y1 INV. IN .OS (4' VCP ^GI EDGE, OF PA DEMENT \
1�-� TAPPING SLEEVIt, VALE -- -- -- --r'
55 SS 296.67 /.F. A J.24% INV. T 37437
8" VCP iS SS � SS V W 37460 / $ 8- VCP 55 $ /
Ex RCP - BROADWAY \STREET TOP 392.25 t6Q/ R/W) 08 °" P 652
- - PAVED OVER
1111E DF PA✓ uENr
NOTE -jam '51
\
1. PRIOR TO COMMENCEMEUT Of ANY COISTRULTION WITHIN ANY EXISTING PUBLIC 3. ALL EXCAVATION FUR UNDERGROUND PIPE INSTALLATION MUST COMPLY PITH OSHA YE THE UNOEASI6NED OFVELOPERl S) UNDERSTAND THAT APPROVAL OF THIS PLAN CIS
STATE
RIGHt-0E-YAY, IMCLUOING CONXE[iION i0 ANT EX[STING ROAD, A PERMIT FOR STANDARDS FOR MAINTENANCE
1NE CONSTRUCTION INDUSTRY (23 CFR PART 1326). BY THE COUNTY OF ALBEMARLE ODES HOT NECESSARILY INDICATE VIRGINIA
, L,' Y Op SAID COISTRUCT!ON SMALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 10. SITE IS MOF YF1N1N THE WATERSHED OF M ALBEMARLE COUNTY ORIRKIXG WATER - DEPARTMENT OF TRANSPORTATION (VOG1) APPROVAL OF THE PLAN. APPROVAL CF
TRANSPORTATION (HEREAFTER ABBREVIATED V. D. J. i.I. IMPOUNDHEAS. THE PLAN B1 THE COUNTY ODES NOT IN ANY WAY RELIEVE HE OF MY
9C 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS It. THE LOCATION AT EXISTING UTILITIES ACROSS OV ALONG THE LINE OF THE RESPONSIBILITY IN US TAI NIt1G FTHAL VOOT APPROVAL PRIOR TO THE ISSUANCE
,f Y SMALL CORFO/N TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. PROPOSED INN ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN OF BUILD[% PERMITS ANOJOR CERTIFICATES OF OCCUPANCY,
UNLESS OTHERWISE ROTEO. ARE ?OILY NIROE IMATELY :ORP.ECT. 111E CONTRACTOR SHALL 3N HIS OWN BOUNDARY, WILLIAMS. ROUCABUSN, INC.
" ' '" "O" •= 7. EROSION AND SILTATION CONTROL .MEASURES SHALL BE PROVIDED IN ACCORDANCE INITIATIVE LR'ATE ALL 'UNDERGROUND LINES AND STRUCTURES AS WCESSARY. CHARLOTIESVILLE, VA
WITX THE APPROVED EROSION "CONTROL PLAN ANO SHµL BE INSTALLED PRINT TO 12. THE CONTRACFR SHALL BE RESPONSIBLE FOR NOTIFYING -MISS UTILITY' (I-
�, (~epjl'rr{ f10 P ANY CLEAAIM6, GRADING OR OTHER CONSTRUCTION. A00-SST-TOED), DEVOOPER DAZE - fOP06RAPNY SURVEY( THOXAS B. LINCOLM LAND SURVEYOR INC.
,y28 aE W. ALL SLOPES INO OIBTTIRBED AAEAB ARE TO BE FERTILIZED, SEEDED MID 13. SURFACE: 6• 21/21A, pRt)IE AND DOUBLE SEAL. JDPED,�aR}MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:[. WHERE REASONABLY 14. OURFSTER 19 AS LOCATED AT LEAST 13 FEET FROM A PROPERTY LINE OR "0T6s' 1575 STATE FARM BOULEVARD
_ CNARLOITESVILLE, VA
OBTAINABLE A LESSER SLOPES Di 11 OR BETTER ME ID BE 4CNIEVED• BUILDING. II rN xxoua cccrnxa Nc w< rx e
5. ALL DRARIAGf INLETS SHALL NAVE A 2-INCH LOCAL BEPRESSION. I5. THIS SITE IB NOT LOCATED WITHIN THE LIMITS OF THE 100 YEAR ROOD PLAIN Aaorel Hai x oa[vcaoRP xa BENCHMARK: TOP OF FIRE HYDRANT WEST OF OVERHEAD DOOR COMPANY
5. PAVED OR RIP -RAP LINO OIT[N MAY BE REDUIRED WHEN IN THE 71 [ON OF 1NE AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM. ec SITE 086.52' USGS).
ALBEMARLE COUNTY DIRECTOR 9 ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED 16. MAIIMUM HEIRR OF µL BUILDINGS IS NOT TO EICEED 331. R..xRDoua To Llrx In Tee -T OF >N >ecc oxxr.
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 17. OUTDOOR LIMIN6 IS TO BE DIRECTED TOWARDS THE SITE MO AWAY FROM II e
MJNCASTER ENGINEERING & 1. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE 'VIRGINIA NAMUµ FOR ADJACENT P�[NTIES MO ROADWAYS. ss rzA of
COMPUTER APPLICATIONS UNIFORM TRAFFIC DOMINO• DEVICES LATEST EDITION, 18. SHADED AREAS DEMOTE SLOPES 731 OR STEEPER. Rrawxeo a NTT Ol ALexRN L¢
338 Rio Road A, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE - MPEIDEIT UPON TNx PRoaosxD use.
Charlottesville, Virginia 22901 PIPE - CLASS [It.
SCALE' I" = 20' C.L= I' SHEET I OF I