HomeMy WebLinkAboutSDP199300041 Plan - Approved 1993-06-17PLANNING
DEPT.
ENGINEERING DEPT.
ZONING DEPT.
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G'c:litAL RATES 15£AEH CONDITIONS
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I. WORT( SiiAI.L BE SQBSECT TO INBPECTION BY A ENARLE co-, SERVICE S. 3' MEN. SEPARATION RELIC-D BETWEEN, WAT3a.INE ARE STORM SEWER
AUTEORITY INSPECTORS. THE CONTRACTOR WILL 0E RESPONSIBLE FOR CIILVERTS OR B^ SEPARATION WREN WATERLINE ZS INSULATED. IISE
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FIRE OFFICIAL
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NOTIFYING - PROPER SE,YVICE ACTHORITY OFFICIALS AT THE START 1/2^ TRICE T311e NA-- PIPE ENSULATION IN 3'X6' SH3'1'S AS
OF TRYNO— NANUFA_E` BY NONAG, INC. OR EQGAL APPROVED BY'-ALHENARLE
COUNTY SERRVIC AUTHORITY. INSULATION TO Ex'1'RT, 5' -Woo
•
`
2. THE LOCATION OF EXISTING-LITTES ACROSS TRY LINE OF THE CENTERLI)c OP CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF
PROPOSED FORA ARE NOT NECESS,lRILY SHOWN ON THE PLANS AND RIMERS CpyVERT.
�' 2A"x
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vf"•
RREN PARALLEL.
RA-, ARE ONLY APPROXL 1Y CORRECT. THE CONTRACTOR SHALE ON
:
..`
'^'
E
HIS OWN INITIAT- LOCATE ALL ONGEAGROUNp LINES AND STRIICTUAES
9. TOGCR PF.1D :'gx=Rs ARE RE- CASED BY TRY ALBEIARti COUNTY AS NECESSARY.
SERVICE APLHOAITY. TO ACCO[4DOATE THESE METERS, TER LIDS
^T/
�°°• f,Q
\'
WILL PTAPEo A 1-0/A^ HOLE TAPPED INTO THE CENTER OF os LID..
]. ALL MATERIALS ANO CONSTRUCTION SHALL. CONL°I.Y tiITB GENERAL HATER BLIND TAPS OR PLUGS ORAL. BE PROVIDED TO PREVENT OF^W3H PROW
;.ND S£WE3 GDNETRCCTroN SPECIFICATIONS AS ADOPTED BY TH£ ENTERING TME BOX PRIOR TO ILfuZ INSTALLATION.
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ALBEMARLE COIRSTY SERVICE AUTIORITY ON LAN. 20, 1983, AlSNIDEO
-
NLY 1, 1989. 10. ALL�-TER DANOEWEA APPORTENANCES ARE 1b HE LOCATED OPLSIOY OP
A. DATUM FOR ALL ELEVATIONS SHOWN III NATIONAL GEODETIC -Y.
_ - - -
VICINITY MAP SCALE " = 2000'
11. CERTIFICATION THAT 95% CONPAC120N IS OBTAINED SHALL BE PROVIDED
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIPYP,tG ^MISS FOR ALL PILL AREAS IINDER WATER AND SEWER I.ENES AND
cTIL T ^ (1-BOO-55z-7aoL1. APPaxTFNANCEs- THIS CERTIFICATION SHALL HE SIGNED BY A
-
NOTE- STORMWATER BASIN TO BE BUILT WITH PHASE
PRDFESSZDHAL GEOLOGIST. THE GERTIFICATION SHALL STATE TME
ONE, s. ALL WAz<x AND SFR_R PIPES SRALL RAVE A MEN ROM, GF 1 FT. DF ExACT AREA THAT Ta< CERTIFICATION APPLIES To.
COVER MEASURED FROM THE TOP OF PIPE, OVFA THE CEMTERLIIIE OF
PIPE. =5 INCLUDES ALL FIRE EYDHANT LINES, Sc-GE LATERALS 12. VALVES ON DEAD =5 SHALL BE RODDED TO PROVIDE ADEQUATE
AND WATERLINES, ETC. _ RESTRAINT FOR Tti: OALVE a G A FUTURE -.ON qF THE LINE.
/G
O
7. 20' WIDE EAEV^CFNTE, CENTERED ON THE PIPELINE AND APPGRTENAHCES
SHALL BE DEDICATED. TO -"THE ALBENARLE COUNTY SERVICE AUTHORITY,
EXC_PT WSc9E THY LINE IS IN A PGBLLC ROAD RIG3T-OF-WAY OR AN
CHES APEAKE
ACCESS EASEH£N1', IN WNECH CAS'° THE ACCESS EASEN=21T SHALL ALSO
BE a..-. AS A UTILITY -INERT.
B OHIO
RAILWAY
P
SE TWOS52.23' -- -
PHASE ONE
EX. TREES
TO BE S YED (TYP)
,
42"
S=Sycamore,
P=Pine L=Locust
F
11,65'
-
-
.14
IF
sa30
ENSE VEGETATI ._
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71
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RAM A DIN OC
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ORM37 1e I W
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r386.67 3826 F\
ARV AIR RELEASE VALVE
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BO BLOW OFf
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CAT CATEGDRY
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7 I. I 383. _
386.58 _ --
_ 386.68 82.56
CL CLASS
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BUI-LDIN I# 2 3 4.69 /
_ I I
38650
DS CIS
TW
38 .67
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CL CENTER LINE
CHP CORRUGATED METAL PIPE
UNIT I /�
Z- 3 _. ..
...
x
2.86
WG
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X CP CENTER POINT
7 ? IC,
NO
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I
/
160' X 1 84 I I 5
C X 63 I
-
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ENLARGE EXIST DOCK 386.5. 3 2.63
/
384.71DIP
38
DUCIILETIRON ASlIC PIPE
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0
13,440 1 S.F +
O N 38 .
J - �� \-
TV`'
WALK RU 386. 7
382.67 386.61 86
DIA DIAMETER
E EAST
y�Zo+u�
1
I
384,11 36c.re�
FF= 38 384.72 �I I
7
�I 38 BLOCK W L
--t..� /
RE E BLOCK WALL B6'
EOP EDGE OF PAVEMENT
Z LO r
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X
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EDP END OF PIPE
Cp
Q 0Y i
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11
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FIT FIRE HYDRANT
FT FEET
BV BATE VALVE
❑ F-' J
( Ex. GRAVEL P
KING A \ 11 a
3
DS
H HORIZONTAL
6" F P @ 2..1 +
� 385J7
3 GO
/ I-. z
HP HIGH POINT
1
I INV= 303.3 I
I
4' WALKWAY
X INV INVERT
9 RAIL
I
.21
L LENGTH
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BUILD
BUILDING # I
T
S LP LOW POINT
RB
PP
i^ll
HC
rT
RB
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NAI M6rinun
'se 9
38a.e
16X
9
ti
1
XN MANHOLE
MIN MINIMUM
VA
-*._
aqy I i.
EXISTING
I
CE
I STORY METAL BUILDING
_x
M NINTH
\
I
/
I
11,465 SFf
xrs NOT TO SCALE
1 I
LOADINC3!SPA 38S 69 HEELST P.(TYP
3
DS
PC PoINi OF CURVE
�,
1 1 I
(12 X I as )7
I
F.F= 386.76
PDS PRIME AND ODURLE SEAL
1
/
VERHEAD�00
IB"I-W
PI PoIMT OF INTERSECTION
1
to'
IX
PRC POINT OF REVERSE CURVE
1 1
1+
O
+ I III
00
'h
W 38
PRY PRESSURE REDUCING VALVE
1 1 1
385.64
385.I8 'l/.
1
a
.4P
PRVC POINT OF REVERSE VERTICAL VE
I
+�8
N`
PT POINT OF IAMGENCI-
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a
RB R
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PVC POINT Or VERTICAL CURVE
POINT OF VERTICAL INTERSECT ON
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38 76
¢
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PVT POINT OF VERTICAL TANGENT
/
e
CL NOUT(TYP)
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R/R RIBHIUSOf-NAY
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RAD RADIUS
15'BUILDING SETBACK LINE(TYP)
PHASE 2
I
I
I PHASE LI
(
I-HC AN ACCESS) ¢
I
1 RCP REINFORCED CONCRETE PIPE
REQUIRED
1
_X.
Tltil � / Phi_ 40r_I
I
\
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(a, X I Rel Is gas line
_
C AC c - -
III
011
,IIIRED
S1A
rR,� SIR STRUCTURE
ASPHALT
R.IA�1/✓AY r_%.PRESS
I
o -
RB
--
-
--..
W4G0 '3
59 BAXIIARY SEWER
D6693 P351-353 PLAT ',; 11 f<I A,G RIPE/\
A
u4
TYP TYPICAL
P VERTICAL
L. 1. I - w
1
I I
oN
all^,. 9
VC VERTICAL CURVE
•--
3
I
cc
k '
RB
AL DISTANCE
- - - - -
_ _ _ _ _I
j
38
+
+
3
HLR YAIERCLINESIGHT
CL
W I c 6
I
386.
w �( FPP-FLEXIB .
W w
I
S A E S- 10')(�'J
N PLASTIC PIPE . /
D
I
I
- FINAL- Site Plan for
ANTEC WAREHOUSING
SCOTTSVILLE MAGISTERIAL DJSTRICT
Q
F >,
m
PH
W
3 N
390 a
in
In
EX. GR
DE
-----
---
6" DI WL
370
MAINTAIN
dINiMUM
OVER OVER I
ENTERLINE
PIP
0 10'
20' AD,
40'
AS� ICI
II
lu 9' _FP
i
�v
F
m 'Q 386.40
_ DOGWOOD
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-
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m
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3 5.8
a
V'AN LOADING SPA.C15 IOX (TYP) LL
\
L R
rL W (�
r0
w
+
385.84 m
a) rr
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2
385.
3< 86,
7
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I
ALBEMARLE COUNTY, VIRGINIA F ()- AREA / HP=384.6
W n X 1 GRAVEL PARKING - I
REVISIONS' 2-24-93 LOADING SPACES ? 0. m
N f BIG" SEWER SCHEDULE
2-26-93 PCL 5PIPE FIRE HYDRANT PROFILE N � 0 385.13 _T
3-3-93 PIPE 2-3 MOVED \ Of 3I - I I I I STR TYPE TOP IN our H
DATE 2-10-93 3 45 -93 ACSA COM MENTS SCALE: I"=10'H,V h QL BUI #3 ------- ------ ------ ------ -___
1 I 1 DI-1 MIA0 381.90 2.50
a 1 + ° 1 I 2 DI-1 384.40 391.40 381.30 3.10
!�g%O S.F.
. Q 1-T�, � � A e I L, I 3 EOP 376.00
T.M.77 PCL 40E ZONING L.I. a I$ X`h42 � N 11 I 1 01-7383.20 310.00 5.20
A FF - 365 + I TYPE I GRATE
38a.27 I 5 NH 302.75 376.70 6.05
OWNER' ANTEC PARTNERSHIP d A EOP
1820 BROADWAY STREET 3i9v t B4 8 LOADING SPACE (12 X I8) _ PIPE BITE LENGTH (FIT SLOPE (11
CHARLOTTESVILLE, VA. 22902 a. +384.23 _ / - _________________
PROPOSED USE OF NEW BUILDINGS' WAREHOUSES �m 1 1 IrcPP v6.00 D.s2
////// 1 3 IY CPP 1 6.00 0.01
APPROX,'LOLA710(Jr - - L �li 2 5 11' CPP AD
I.84
I" GALv. WgTERLIINE N 3 15' CPP 105.00 0.67
aN(obdndon) 3 6 10' FPP 1\W,Do 0,46
LAND USE SUMMARY: TREE CANOPY: r. / 383.52 LL j
> / >
BUILDING COVER 37,685 BF 37.13X CANOPY REQUIRED: 10, 150 BF - _ - - �� EXTERIOR LIGHTING(TYP) z �'� 5 ' ETBACK
PARKING / ACCESS 32,9M SF 32.49% EXISTAG CANOPY TO REMAIN: 1,121 BF 07 (direct - --
OPENSPACE / L•NDSCAPING 30,B35 SF 30.30% PROPOSED NEW PLANTINGS CANOPY: SIDS3 BF / / ;A away from adj ❑cent pro psrtilu)- -
----"---- --"--- CANOPY PROVIDED: 10.653 SF S" LOC
TOTAL 2.22 AC = ]01,494.8F 100.001 01/ B - - - _ + 5" 384.74
US
M .�L T
RB = REDBUD, WO = WILLOW OAK, ON = DOGWOOD / 382. 0 3 .2
NAYIMUM IMPERVIDal COVER = 70,660 BF
FLOOR AREA RAi10 = 37. 13% 382.6 II 5" LOCUST
LOT COVEP.IIE BY BUILDING RATIO = 31,13E PARKING SCHEDULE: X 384.42
EXISTING SITE - PUILOING RI EI,SIG, REMAINDER VACANT, GRASS - - SPACES -10' Y 18'
PROPOSED USE - WAREHOUSING CALCULATIONS: 2 CUSTOMER SPACES A 1 SPACE / 2 EMPLOYEES 383
BUILDING SPACES PROVIDED MAY. NUM. EMPLOYEES EXTENT OF ASPHALT ENT E 2.0 / w WO.1 I:
I 10 7 514
1 19 34 / / ig•. _). • - - --- / 7-14' WHITE NES I2 FEET APART + ` � 1 530 •35' 06"W
3 16 28 /5" PINE / *2') (Exist 7 TREES TO REMAIN and shall be3ko�ced \ �4. 43
/ 381.87 N GRAJEi should they die.
----__----
i ge PI a
/LX.SHALLOW DITCHEx. Fire Li
` \ "VNYI I _
�GE1dENP DI NNECS 5/BI' ETER
EX. ENTRANCE J! / titi% + / + + ` O \\
H _ 380.73 380.00 e \ Iti
PAP R X FASSEYCIBLY 3 0 -
8" WL _
-\NV. IN .05 14" VCP SS) EDGE OF PAVEMENT \
z9667 L.F. e 0.24r wV, a r 374
7TAPPING SLEE"V 8 VAOF(E -
SS ----- --- SS SS SS $ - $
8" VCP SS V.IN 374.60 SMH 8" VCR 59
Ex. RCP BROADWAY STREET roP 392.25 /1/ RAW) D.g. Srl P. 652
- - _ - PAVED OVER Y
PAVEMENT
NOTE /
OS
I. PP.IOR TO COMMENCEMENT I END STATE
E ENi OF ANY CONSTRUCTION WITHIN ANY EXIGT111fi PUBLIC 9. All EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY KITH OSHA WE THE UNOEASIGNED DEVELOPER(S) UNDERSIANO THAT APPROVAL OF THIS PLAN
RIGHT -OF -NAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA MAINTENANCE
NgALTFY Oc SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 10. SITE IS NOT WITHIN THE WATERSHED OF AN ALBEMARLE COUNTY DRINKING WATER DEPARTMENT OF TRANSPORTATION (VISIT APPROVAL OF THE PLAN. APPROVAL OF
p y TRANSPORTATION (HEREAFTER ABBREVIATED V.D.O.TJ. IMPOUNDMENT. THE PLAN BY THE COUNTY ODES XOT IN ANY NAY RELIEVE HE OF MY
: 9c 1. ALL PAVING ANO DRAINAGE RELATED MATERIALS ANO CONSTRUCTION METHODS II. THE LOCATION OF EXISTING UTILITIES ACRGSS OR ALONG THE LINE OF THE RESPONSIBILITY tN OBTA111U16 FILIAL VDOr APPROVAL PRIOR TO THE ISSUANCE
SHALT. CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. PROPOSED RORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY.
'y UNLESS OTHERWISE NOTED. ARE ONLY APPROXIMATELY CORRECT. TINE CONTRACTOR SHALL ON HIS OWN BOUNDARY: RILl1AM G. ROUDABUSH, INC.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE INITIATIVE LOCATE All UNDERGROUND LANES AND STRUCTURES AS NECESSARY. WILLIANCHARLOTS. RILE, VA
WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY' (I- ----------- W51- 5-----------------5i-
ANY CLEARING, GRABING OR DIRER CONSTRUCTION. 800-552-7001). OEVELOFER GATE TOPOSRAPHY SURVEVt THOMAS B. LINCOLN LAND SURVEYOR INC.
4, ALL SLOPES AND DISTURBED AREAS ARE 1O BE FERifIVEOI SIEGES AND 13, SURFACEi 6' 11/11A, PRIME AND DOUBLE SEAL. 1575 STATE FARN BOULEVARD
Iti2l2 tiN^•
0 IONw.0 NULCHEO. MAIIMUM ALLOWABLE FILL OR CUT SLDPE IS 2:1. WHERE REASGNABLY 14. RUNFSTER MUST BE LOCATED AT LEAST 15 FEET FROM A PROPERTY LINE OR MOTBE` CBARLOTTESVILLE, VA
DDTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. BUILDING. 1) Tx6 WAREHOUSE FACILITIES WILL NOT INVOLVE THE STORAGE
5. ALL DRAINAGE INLETS SHALL HAVE A 1-INCH LOCAL DEPRESSION. 15. THIS SITE IS NOT LOCATED RITH111 THE LIMITS OF THE 100 YEAR FLOOD PLAN - or OxSOLINE, KEROSENE OR OTHER VOLATILE MATERIALS;
DYNAMt TE, BLASTING CAPS OR OTHER E%PLOS"SS; PESTICIDES BENCHMARK: TOP OF FIRE HYDRANT WEST OF OVERHEAD DOOR COMPANY
6. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED WHEN IN.THE OPINION OF THE AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM. .. POt9oxs AND OTHER SUCH MATERIAL WHICH COULD BE SITE eB6.52' USGS).
ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS GEEMED 16. MAIIMUM HEIGHT OF ALL BUILDIN6S IS NOT TO EXCEED 351. HAZARDOUS TO LIFE IN THB EVERT or AN ACCIGENT.
NECESSARY IN ORDER TO SIABIL I2E A ORAI:%E CHAIIREL. 17. OUTDOOR LIGHTING IS TO BE DIRECTED TOWARDS THE SITE AND AWAY FROM 2] EACH FUTURE OCCUPANT SHALL SUBMIT AN APPLICATION FOR A
MUNCASTER ENGINEERING & 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIPGINIA MANUAL FOR ADJACENT PROPERTIES AND ROADWAYS. MMING COHPLIANCC CLEARANCE To THE COUNTY DEPARTMENT of
2ONINO PR[OR TO UCCUPANCY. A CERTI F[EL ENOINBBRB
COMPUTER APPLICATIONS UNIFORM iP.AfFIC CONTROL DEVICES LATEST EDITION. 10. SHADED AREAS DENOTE SLOPES 251 OR STEEPER. REPORT x.Y BE REGWRED BY THB COUNTY or A BEMAALe
338 Rio Road B. UNLESS OTHERWISE VOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE DEPENDENT UPON THE PROPOSED USE.
Charlottesville, Virginia 22901 PIPE - CLASS III.
SCALE I"=20'C.I.=1' SHEET I OF I
.... / N7 1►". .r R. PLANNING DEPT. ENGINEERING DEPT. ZONING DEPT.
JOI 9 ¢ GENEM . HATER A SEWER CONDITIONS
I. WORN E:iALL BE EG-CT TO INSFECTLON BY ALBEMARLE COUNTY SERVICE B. D' WIN. SEPARATION REQGIRSD BEPHEE! HATERLIHE AND STORn SERER
AD, T.!ORIIF INSPECTORS. TE CONHOIC. HILL BE RESPONSIBLE FOR CGLVERTE OR S^ SEFARATION NXEWATERLINE IS III-TED. GSE
N•9 r,Eu I^ •`• )• NO•TIle- TE PROPER SERVICE AUTHCRITY OFFICIAL$ AT TBE START 1/.. THICE TR:RIa-CEL PIP£ LNSDTATION Ix 3'XA' SBEE•1'S AE
•SI=� r �MOj • FIRE OFFICIAL A C S A or TTEEDURE
WGRK, NANGFACTD BY NO RCA, INC. OR EQUAL APPROVED BY'-Anv y
SI THE COC)2T3' Ry1 OF CULVESiT El BOTE DIRECTIONS OEXTEND,
R 5 DB.- ENDS OF
ff -_ _ �,• t R f. 2. IAGTION OF EXISTING
TIEE ACROSS TS LEIS OF THE
f.ee. PROPOSED WOLS ARE NOT NEC£SBARILY SHOHN ON TEE PLANS AND WHERE CGLppyT. WHEN PARALLE,
Htl „'q SF:OWN, ARE ONLY APPROXEDITELY CORRECT, 'IRE CONTRACTOR STALL ON
NN qW HIE OWN mILITIVE LOCATE ALL GNDERGROUND LINES AND ETRGLTGILS 9. TOGOII REAP lffT=t9 ARE BE4G QEED er TBE ALBEMARLE COONT'Y
i.�•b•^ - j<'G�M�d 1 AE NECESSARY. ^�RVIC£ SADTHORITY. TO ACCOIE!ODATE TEES. IIPTERS, [4TEQ LIAS
6A 3. ALL HATERIAIS AND CONSTRUCTION BEALL C-1 WITH GEML u, WATER NI- TAPS ORAPLGGSBP aBE BE PROMOPREVENT porRIS P I cIo
\- AND EFNER CONSTRUCTION SPECTFICATIONS AE ADOPTED BY THE BLINDTA THE HOX PRIOR TO BETER EtSTAILATION.
NDK
L
1 R LI 'F IN1ULYEMI�'1959 COCOSTE SERVICE ADTROAITY ON TAN. 30, 1981, ANENDEO 10. 8LL WATER ➢ORTEMAN AND SENER APCES ARE To BE LOCATED G.E Or
-
f. DATUM FOR ALL ELEVATIONS EHONN IN NATIONAL G-<ODETIC SURVEY. RGADSIDE DITCHES.
11. CERTIFICATION THAT 95E COMPACTION IS EPERORTAIONED SHALL BE PROVIDED
B. CT CONTRA-8 SHALL BE RESPONSIBLE FOR NOTIFYING ^HISS FOR lLL PILL AREAS GNOER WATER AND SEWER BOD SIGNED,
AND
VICINITY MAP SCALE " = 2000' OTILSTY^ (1-H00-5S2-7001). APPUATINAN&L G TEIS T. THIGTIOx SBALL BQ SIGNED BY A
PAOFESSIGNAL GEOLOGIST- THE CERS'ZeiDATION SHALT, STATE TlDI
NOTE STORMWATER BASIN TO BE BUILT WITH PHASE ONE, s. ALL WATER ANp SEWER PIGS SP•rr HAVE A xINTRE - ] Ff. OP EYACf AREA THAT THE C£ATIPICATION APPLIF51'O.
COVER NTNIS ID YROn TAL TOP OF PIP£, OVER THE CE.V1'ERI.INE OF
PIPE. TES EI, c. ALL PIE EORANT LINES, SERVICE LATERALS 13. VALVES ON DEADER LINES SHALL BE UTOGRE TO PROVIDE ADEQUATE
AND 4LATERLL. �• ETC, _ RESTRAINT FOR TEE OALVE OGRIItG A FPTGRE EXTIILSION pF TBE LL
2 7. 30' WIDE ERSEMESTS, CE`A'IIi£D ON THE PIPELINE AND APPORT£NANG�S
Q - EmA BE DEDICATED TO'-T•E ALBE� LE COUN S-ADTH°RITY,
EXCEPT Rrvv TE I.LV£ IS IN A PUBLIC ROAD ED -OP-HAY OR AN
AC SSE EASIIfl:NT, IN WECE CARE TE ACCESS EASEMENT SHALL ALSO
S CHES BE DEDICATED AS A UTILITY BASEMENT.
APEgKE e O�FiI� � ICWgY
P SE TWOS52• -- PHASE ONE
EX. TREES TO BE S VED (TYP) 265,
S=SycD more, P=Pine L=LDcusf 1f.65'
F - \
------ S •3 6"E OFF
IF
s mot- S32�30'04•` --- �`-_ -
ENSE vEGE 74
.
(� $-PIPS
� I V RT TO EXIT STI G
es. I • .� F RAMR-t-A�. OJIDINO�FOC � 2 _ n - �S-qp p -_ X
INN =3B32 I _- - - ._ - ._ _�_ - - .a hlV 80-
v 1 + I 3e ECG-2 3 RIPRAPL PEo
364.31 LN2.10 382. a
\\\ -+P2 V 3 3 + 1 LEGEND
-
38434 J ORM WATER 37 18 I- W A66R A86RE6ATE
1 \T� ARV AIA RELEASE VALVE
�SLOW38 .17
1 11 1 \ I I I \ 7f \ 382 II - 6"FPP - - _ .+382 y F 5 \,, 7 ENTCATS OFF
uL
� � CAT CATEfiORY
386.58 38669 82.56
CC
CLASS
1 I + / 38650 TW t CC CENTER LINE
w BULLDIN # 2 05
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// 0 O iv 38 . �- + I DIA DIAMETER
440 I S.E + /nj J - T -+ L TW WALK RU 386. 7 382.67 386.61 86 E EAST
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EOP EDGE OF PAVEMENT
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RE HYDRANT
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I 1 CE + I STORY METAL BUILDING -x N NORTH
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SCALE
an 1 / Ali _ F.F=3B6.76
L I 11 1 I N VERHEAD�00 IB°FFP P05 PRIME ANO DOUBLE SEAL
PI POINT OF INTERSECTION
1 10, I PRC POINT OF REVERSE CURVE
1 I+ O + 06 X PRY PRESSURE REDUCING VALVE
I 1 1 385.64 385.18 I' M CL w 30 .4)7, PRVC POINT OF REVERSE VERTICAL C RYE
I I + w PT POINT OF IANGENCYr
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- FINAL- Site Plan for
ANTEC WAREHOUSING
SCOTTSVILLE MAGISTERIAL DISTRICT
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ALBEMARLE COUNTY VIRGINIA w 0- GRAVEL PARKING
I a mm ID AREA
/ HP=389.6
REVISIONS' 2-24-93 LOADING SPACES - a 2 ^' ' TpMI SEWER SCNEDOLE
2-26-93 PCL 8PIPE I 0 N385Js =`j ,y0g
3-3-93 PIPE 2-3 MOVED FIRE HYDRANT PROFILE \ a ;&
DATE; 2-10-93 345-93 ACSA COMMENTS SCALE 1"=10'H,V = I 8TR TYPE TOP IN Wi H
h 1 m BUI @�#3
III 1 01-1 3B/.10 301.90 2.50
a m I 1 2 DI-1 384.40 381.40 381.30 3,10
/� 1�810 S.F.
T.M. 77 PCL 40E ZONING, L.I. RECEIVED D e �� I $ ' Cu ; II 3 EDP 378.00
90 X 142E 1 + DI-7383.20 378.00 5.20
D FF- 3B5 + TYPE I GRATE
' I 1 51993 3ea27 5 NH 382.75 716.70 6.05
OWNER ANTEC PARTNERSHIP JUR t a S EDP
1620 BROADWAY STREET LOADX fG SPACE (12 X 18)it
CHARLOTTESVILLE, VA. 22902 5 P w
Planning Dept ___
'� / , - - - (a PIPE SIZE LENGTH (FT) SLOPE (I)
a. +3ea.23 ___ ____------ _---- ----- _---
PROPOSED USE OF NEW BUILDINGS: WAREHOUSES _ dm 1 2 I2'OPP 96.00 0.5
// I 2 3 12• CPP 130.00 4.01
- APPROX.'LOCA 7I0/J�- - -- c - - -- - 0 I N 8 12' CPP IN.00 0.84
I" GALV W4 TERLi`NE N 1 3 IS' EPP 10$, 00 0,67
mfabdndan) + rcI Y 31 II 3 6 10'FPP 100.00 0.46
m a
LAND USE SUMMARY: TREE CANOPY: 'I 383-52 m I I
BUILDING COVER 37, 685 SF 31. 13X CANOPY REOW RED: l0, I50 SF _ / I
PARKING /ACCESS 32:'I" SF 32.49X EXISTING CANOPY TO REMAIN: 5,620 BF EXTERIOR LIGHTING(TYP) z � I 5 ' ETBACK
OPENSPACE 1 PNDSCAPING 30,835 SF 30.38% PROPOSED NEW PLANTINGS CANOPY: 5,033 SF / / x ,e (,direct away from adjacent prop erfies)- - - -
-'---'---- ------ CANOPY PROVIDED: 10,653 SF 0`� ::r - - - 59 SL _ 5" LOCUS
TOTAL ..22 AC = 101,994.8E 100.001 B + 5" L T 384.7a
RB = REDBUD, WO = WILLOW OAK, ON = DOGWOOD / 382. 0 3 .2 \
MAIIMUN IMPERVIOUS COVER = 7C,660 SF
FLOOR AREA RAi 10 = 37'13Y. 3826 / 5" LOCUST
LOT COVERAGE BY BUILDING RATIO • 37.131 PARKING SCHEDULE:
EXISTING SITE - BUILDING 41 EXISTS, REMAINDER VACANT, GRASS x I( 36a.a2
PROPOSED USE - WAREHOUSING CALCULATIONS: 2 CUSTOMER SPACES L I SPACE 1 2 EMPLOYEES 363 SPACES-10'Y IB'
BUILDING SPACES PROVIDED MAC. NUM. EMPLOYEES EXTENT OF ASPHALT ENT E� 1 2.0 / O
_____ ______ ________ 1 / T _ W II `
I 10 \
2 19 34 / 8 1 7 I4' WHITE NES 12 FEET APART + , 530 '35' Ob"W
/5" PINE(/'�� /. y2') 3 /4. 43'
3 16 2B / 381.87 �Q„/ N GR4 VE(_ S' (Exist 7 TREES TO REMAIN and shall be ��Chcad \ 1 ,
- should they die.
-"k---- \ - eK wa r er -- ----
EX SHALLOW DITCH` Fire Li11b TO e4") - „WM
• �GENIEN T\ DI NNEGT 5/8" ETER J ��
EX. ENTRANCE / rUti% • + , + �'... -�•,. 1--... ... ... �_1,2
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0 PAF X FH3LY_ .
00
AWSE
8
\\7
IN
\ VCR SSI f_,INV. IN .05 14" EDGE OF PAVEMENT
-s5--------- -- - _ SS 296.67 L.F. 0 0.24•L 5S $S INV. T 374. 7TAPPING SLEEP 8 VA LYE
8" VCP SS V. IN 37a.60 i 8• VCP SS $
EX. RCP BROADWAY �STRIEET TOP 339225 9/ R/W) D.B. 571 P. 652
_ PAVED OVER
' EDGE OF PAVEMENT /
NOTES --_ __� /._-39`�-_. - -
1. PP.IOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY NITN OSHA WE THE UNDERSIGNED DEVELOPERS) UNDERSTAND THAT APPROVAL OF THIS PLAN 'END STATE
RIGHT- 1-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BY THE COUNTY °F ALBEMARLE DOER NOT NECESSARILY INOICAiE VIR6INIA MAINTENANCE
3ygALTH O,o SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 10. SITE IS NOT WITHIN THE WATERSHED OF AN ALBEMARLE COUNTY DRINKING WATER - 'EPARTXENT Of'TIANSPORTATIUK (VDUs) APPROVAL OF ""CAT' APPROVAL OF -
p TRANSPORTATION (HEREAFTER ABBREVIATE' IMPOUNDMENT. THE PLAN BY THE COUNTY DOES NOT IN ANY MAY RELIEVE ME OF MY
9C 2. ALL PAVING AND DRAINAGE RELATED MATERIALS ANO CONSTRUCTION METHODS 11. THE LOCAlIOX OF EXISTING UTILITIES ACROSS DR ALONG THE LINE OF THE RESPONSIBILITY IX OXiTAINIHfi FILIAL V°DT APPROVAL PRIOR TO THE ISSUANCE
Yj I:•• Z f SHALL CONFORM TO CURRENT SPECIFICATIONS AND S/ANDAR05 OF V.D.O.T. PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY.
' > t UNLESS OTHERWISE NOTED. ARE ONLY APPRDXINATELY CORRECT. TIIE CONTRACTOR SHALL ON HIS CWN 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. BOUNDARY; MILLIAM S. ROUDABUSH, INC.
CHARLOTTESVILLE, VA
NITN THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY' (1----------------------------------------------
C,Rilf;"%i- ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 000-552-7001). DEVELOPER DATE IOPOfiRAPHY BURVEri TNOXAB B. LINCOIN LAND SURVEYOR INC.
A NO. C 1575 STATE FARM BOULEVARD
IM2.2 �_•` 1. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND 13. SURFACE: 6. 21/11A, PRIME AND DOUBLE SEAL.
�� xVRSS,ONIa.O' NULCNEO. MAXIMUM ALL
FILL OR CU1 SLOPE IS 2:1. WHERE REASONABLY H. DUMPSTER MUST BE LOCATED AT LEAST 15 FEET FROM A PROPERTY LINE OR "urea: CHARLOTTESVILLE, VA
OBTAINABLE LESSER SLOPES OF 41 OR BETTER ARE TO BE ACHIEVED. BUILDING. 11 THE WSRExousE FACILITIES WILL HOT INVOLVE THE -STORAGE
5. ALL DRAINAGE INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION. 15. THIS SITE IS NOT LOCATED WITHIN THE LIMITS OF THE 100 YEAR FLOOD PLAIN ur Ah�T ..I E.No HE OR OTNOTR VOL-LE MATERIALS;
LASTI No DAPS ON eR ¢APLOSIVES; PESTICIDES BENCHMARK. TOP OF FIRE HYDRANT WEST OF OVERHEAD DOOR COMPANY
6. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED WHEN IN. THE OPINION OF THE AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM. TO OTHERTSUCH
1 TEOP LxWaccinCOULD BE SITE Ja86.52' USGS1.
ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR NIS DESIGNEE, IT IB DEEMED 16, MAXIMUM HEIGHT OF ALL BUILDINGS IS NOT TO EXCEED 351, HAZARDOUS r In
IIE[ESSARY IN OSDER iC SIABILI ZE A DRAINAGE CHANNEL. U. OUIDOOR U6H1IN6 IS TO BE DIRECTED TOWARDS THE SIZE AND AWAY FROM x1 eAcx F TURe OCCUPANT Hx SUBMIT An APPLICATION FOR A
MUNCASTER ENGINEERING & 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIP,GINIA MANUAL FOR ADIACENT PROPERTIES AND ROADWAYS. ronlxa connLl TOO. cceeRAxce A° cqT croexrx °seARrn r of
UNIFOR i onlno exmR TOO.
. c I O ennlnnessex
COMPUTER APPLICATIONS _ 11 RAFFIC CONTROL DEVICES• LATEST EDITION. I°. SHADED AREAS DENOTE SLOPES 25% °R STEEPER. 1111RT "11 SE REQUIRE° .x THE couHTr of u EenAels
B. UNLESS OTHERW1 E NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PexSENT UPON THE PROPOSED USE.
338 RIo Road °E
Chadodes4e, Virginia 22901 PIPE -CLASS III.
SCALE I"=201 C.I.=1' SHEET I OF I