HomeMy WebLinkAboutSDP199700106 Plan - Approved 1997-08-28�.m. _
Via' ECG
g
PLANNING DEPT
ENGINEERING DEPT.
ZONING DEPT.
901
i1
� A -2s•�/
GE.r=.
Q.V- HaT=3 S SERER CONOITIONB
114
/)
H02'( SCBTCT
`
G/.
2.Lf
1 TO BE CON`` I c O A ILLB2,E COUNTY SERVICE 0. J' NSW. SE .9RhTION AEaI.. W ENTNA WATERLINE ANp £TORN SEWER
Sn TY . FOR COLVROR OR SEPARATION WHEN HAT"W IN I' WSDI.AT3D. OSE
AGTIFYITY INSPECfPER TE CONUTHORIT WILL BE 1L'SAT
M1
^
7,['`�C
S
FIRE OFFICIAL
ACSA
��f- -.
TREL£
NOxIFYING T!-TI PROPER .ERVICE AUTHORITY OFFICIALS AT TEE STOAT 1/e^ TBIGR TBc-'t. MA-CEL PIPE LYSULATION IN ]'Xi' STETS
OF THE NOR.. MANDFACf4�£p BY NOMAG, INC. OR EQcAL APPROVED BY-ALBEIIARLE
AS
L T
_ _
I
`..
C/(/A�,�
r
COUNTY SE.3�CE aPLRORITY. LNSDLATION TO EXT�-No
Et 2. THE LOG7111 OF ISTIVG PLILSTIES ACROSS THE I- OF TB£ IN BOT3 OACPIONS OR 5' BEYOND
5' BEYOND
ENpS OF
Creek
%/ A
/I%'r
/Y
A�/�
7 V
/] ..C� 179
Scklal
POSED WO ARE NOT NECESSARILY Be.- ON THE PLANS AND WP.ERE c',-T F��
SEOIiN, ARE ONLY APPROXIMATELY CORRECf. TF[B CONTRACTOR SHALL ON
RIS OHN INITIATIVE SAGTE ALL UNDERGROUND LINES AND STRUCLURES 9. TOUCR - i�L^_T�!'S B£LNG ARE USED B4 TEE ALBE[91RL£ COaNTY
AS NECESsA
\
/
A
AND CONS SERVICE AUTHORITY. TO ACCONMCOATE THESE NITERS, NETIIL LIDS
INTO
WILL REQUIRE A 1-3/4^ ROLE TAPPED O THE CENTER OF THE LID.
]. ALL lL1TERIa TRUCTION SEALL c.-LY WITS GE.YERAL WATER BLIND TAPS OA PLUGS S .lLt BE PROVIDED TO PRL'V£YT BEBRIS PRO._
SEWER CONSTRUCTION sPECIFIGTIONS AS A➢OPTEO BY TER ENTERING THE BOX PRIOR TO =YR INSTALLATION.
rR La^
L
1
F[tjI I�
A
N�
ALBE'"AR.E COUNTY SERVICE ADTP.ORITY ON SRN. 30, 196],
IDLY
Y 1, 1999. 10. ALL NATFBt AND SERER APPURTENANCE. ARE To BE .11
ROADSIDE DTTCHE.. TED
4. pATUM FOR ALL ELEVATIONS SHORN IN
_
UT
OSIDE OF
VICINITY MAP SCALE: 1" = 2000'
NATIONAL GEODETIC SURVEY.
CERTIFICATION TEAT 95% ER WACFION Is OBTAINED 5H8LL BE PROVIDED
S. c�LITY- (TOR050RALL ea RESPONSIBLE FOR NOTI YNG "N 55 APPUR M ffiS�CEPTIPAIGTI N SHALL RESIGNED BY A
PROFESSIONAL
-
GEOLOGIST. THE CERTIFICATION SHALL
NOTESTORMWATER BASIN TO BE BUILT WITH PHASE ONE, s. ALL HATE@ ANc B- PLPEs sRA... Havl a rr.Lv.m DL I FT. OF EXACT AREA xeax xe< CEATIFIGTION APPLIES To.
STATE TEE
OOVE.Q NEa D FROM THE TOP OF PIPE, OVG T= CENTERLINE O
PIPE. -S iNc-... ALL FIRE HY➢RANT LINES, SERVICR LITERALS 13. -ES ON ➢EADEYD LINES .FALL BE RODDED TO PROVIDE
ADEQGTE
AND WATEQLI.ucSI ETC. _ AESTAAL`IT FOR THE VALVE DURZ G A FPLURE EXTELSION
a, THE
2
0��
-
r. 30' WSDE EAS-S, -TERYD ON THE PIPE.- ANT, APPOATENANCES
SHALL 0E DEDIG^_T-D To TRY ALffRxARLE COUNTY SERVICE AUTHORITY, EX-PENEZRE T= LINE I. IN A Pas.. ROAD ALG i-HAY
OR AN
EAS ACCEsS EEBWT, IN WBICE CASR TR2 ACCESS EASEMv-•NT' SHALL ALSO
ALSO
I�LE� 0E pEDIGTED As A UIZLITY ElsvffNT.
CHIAPEAKE
01110 R AI LwAY
g�
_� PHASE ONE
PHASE TWOS :=�}a
EX. TREES TO
BE SAVED (TYP)
2'2, 4 _
- -
S=SycQ more,P=Pine) L=Locust
'
IF
17-ENSE
T ( �-
•L• I (- ; F l 380-a.
3F
L
y -
I� _p
�� x CAI ae-•.ba
e- �� 3jSa.. �sr c
NR, L -1- k -- _ - - A H - _ tJIOd-ram
�
5
- Y-
I
e 2 ° _
F PRAM %._ - .A\N).0 \UqDIN FP
1 �
S lALP'.-._{ih1 &4 - - _ 3 M
- -� /- R�r
IDIVERT TO EXIISTING
\ \
YO r. 10 DUMPSTER PQ'D p.
I _-
INV=383.2
i I - lNV =380
EC'-2 3 RIPRAP
¢� -
-1.`INV
37
,m_
•
I �3a
ORMWATER W
Iv
A66R AGGREGATE
I I I
?
+
Ire,
ARV AIR RELEASE VALVE
'
(
w
6°FPP +... -' �_-
I
BO BLOY OFF
I I
-
-` ! 5
CAT CATE60RY
U
Z
l
383. 3L _
3O, zE, _ - 3e6o�
rt'BLIILOING
CL CLASS
ClCENTER LINE
#2 i
I
V
-
+M
CMP CORRUGATED METAL PIPE
_
I 4 U N IT� I /
dB
'<F•: '+ 1
IWa' X
CP CENTER POINT
�, Try
,�
�I
/
- 60� X 184 I
\
a >c ^ c
.R +b
ENLARGE EXISTING DOCK "' - IV` '
`, j
DIP DUCT LETIRDN ED PLASTIC PIPE
U
0
3,440 I S.F.
�3
o
WALK THRU �' a
.A DIAMETER
E EAST
Q L' C
-
° ` /I
T
- �-
REMOVE
EOP EDGE OF PAVEMENT
rL
Z <0 i�
ab°.b "'�
FF= 3$gT
I
N -
I I.
BLOCK WALL
EDP END OF PIPE
Z
1
FH FIRE HYDRART
F\
� Q OT
FT FEET
I" fn -
J
\
I I /
I
I a I"�'
3
GV GATE VALVE
F (�' 0 0
\
I Ex, ,h-, __ -
/ 6"F @ z, z
/ q P
1'�NS .: I n.
m 3 �
9q I
r-
H HORIZONTAL
HP HIGH POINT
T
I "
Z
4' WALKWAY
\
l
INV= 3Q3.3
5 RAIL
P 3 X_
INV INVERT
L LENGTH
- No
e6 ,4
BUILDING # I
LP LOU POINT
+ RB
6"
PP
%
HC
^3 R^
x o I'-,
a
r F_
MA1 MAXIMUM
\
boa
sx
J
j ryh
MH MANHOLE
MIN MINIMUM
d
. EXISTING
\ACCE
1
/
L'- : ..
11,465 SEC,
-
A NORTH
III NOT TO SCALE
O
LO 2 XN G/S PA 3e5
A)
305 HEELST P.(TYP
OS
PL PolAr a CURVE
/
F.F = 386.76
P
1
VERHEAD�00 �8"FPP
/
1 POINT OF INTERSECTION
N 10' )f le,
, I
PRY POF REVERSE CURVE
URE REDUCING VALVE
PRY PRESSURE
•
FIND POINT OF REVERSE VERTICAL C BUT
Pt POINT OF TAN69I
`nA
/
`g;p
LL
1
PVC POINT OF VERTICAL CARVE
I I ,
I
RB
M�
4 S
B
ACE
DG. I
-9 X
Tie
m
19�j6 �''
Z
a
I
I
PVT POINT E VERTICAL INTERSECT ON
PW POINT OF VERTICAL IAX6ENT
�bh
3b
CLl1ANOUT(TYP) /�
D I
I
BIN RI6H1-0 MAY
IF
777
0
fill
RAI
5' BUILDING SETBACK LINE(TYP)
PHASE 2 ° IPHAS'E LI
I
He (VAN Access)
I i 1
RCP REINFORCED CONCRETE PIPE
-9 REWIRE.
._
I_X
IB'X is' 9 gas line
Rel eate
!^
I
I \
TM 77 0� i 40 E i c ,O \
- CG-12 cr p Ac
,
k
SIA STATION
STR STRUCTURE
RaAL71/IA riJ RESS iN%,
D RB
-_
I-
SS SAMITAR,'INER
\
DB 693 P 351 353 PI /1T ?,i f i< '` G T11?i=)a
w
mN
m
- - -
-
I. TYPICAL
V VERTICAL
w
�
I I
VC VERTICAL CURVE
k
RB I I.
VSI VERTICAL SUBMIT DISTANCE
ao
0, 30 . 1 +
3b_ 5�.s�--}
�-
A3b6.--'o I
w
III. WATER LINE
(FPP--FLEXIBLE
w _ 38
S A ES- 10'�'lW8' LD
N
PLASTIC PIPE)
A I
I
I
- FINAL- Site Plan for
ANTEC WAREHOUSING
SCOTTSVILLE MAGISTERIAL DISTRICT
PH
m
390 a
3 N
f2
m
Q J a
3:
Or (L
LL
�. w -0
DE
o------
�EX.GR
38O
_ ----
- --- - -
-
F-
6'DI WL
370
MAINTAIN
IN(MUM
OVER OVER C
ENTERLINE
PIP
0 IO'
20' to,
40'
AS� 1�1
00 P
B„-FE'
z
w
4
O (\I
A
0 GET
(V O
a
3 5.&
=
VAN LOADING SPAC� IOXI.B(TYP)
\
7L Ij h
z3N5.'b
T
'(,
355.ba
a)
i
a)
a> re OCD
J
- .
m
ALBEMARLE COUNTY VIRGINIA
A
D
0
'RA''`-
k
HP=384.6
REVISIONS' 2-24-93 LOADING SPACES
>
a
N co
D
lI
AREA
SL SEDER SCHEDULE
'
2- PCL FIRE HY DRANT PROFILE
Sba.'3
5/.
3 Yj
3-93 2-3
3- 3-93 PIPE 2-3 MOVED \
DATE' 2-10-93 3-I5-93 ACSA COMMENTS "=10'H,V
a
+
,.'
STR TYPE TOP IN
Wi x
SCALE: I
8-28-97 I.
,.,/
BUI CS #3------------------
RELOCATION OF LOADING AREA TO BETTER ACCOMODATE ON SITE DELIVERIES
�Pj
b>
- - - - - - -
2. REDUCTION OF BUILDING SIZE TO ACCOMODATE 3- SIDEWALK IN FRONT OF BLDG N0. 3
1
B-+
1 DI-1 3W.00
381.90 2.50
AND ALLOW ADDITIONAL ROOM BETWEEN BUILDING NO. 3 AND EXISTING BUILDING INC( I.
a
12,0'® S.F. \ °
2 DI -I 384.40 391.40
381.30 3.10
3. NO CHANGE IN NUMBER OF PARKING OR LOADING SPACES.
- 24'�
,6
3 EOP
376.00
T.M. 77 PCL 40E ZONING- L. 1.
o
m 87 X 138 N
4 OI-7393.20
378.00 3.20
)
+
FF/ 385
PE
OWNER ANTEC PARTNERSHIP
A84.27 6
�
5 ON381.E 75
316.70 6.03
z '
6, EDP
3
1620 BROADWAY STREET aq
LL
I
I
CHARLOTTESVILLE VA. 22902
84
b'
]] 4
+
/
PIPE 81:E LEAetx (FIT aoPE (:)
PROPOSED USE OF NEW BUILDINGS' WAREHOUSES
-
7-
2. OF %.Do
0.52
1 3 3 13' CT 130.00
4.01
oNE
4 5 12' CP 154.00
0.84
3 3 IS' CP105.00
0.67WATERLGAVon
-bandi
+3N3.57
.I
3 6 10, RP 100.00
0.46
LAND USE SUMMARY: TREE CANOPY:
m
m LL
+l
\
B011CING CpVEB 37,685 SF 37.13X CANOPY REOUIRED: 10, 150 ST -
_
-
z / z -'
- EXTERIOR LIGHTING(TYP) - m
50', SETBACK
PAPI LNG ArCESG 32,975 SF 32.497. EXISTING CANOPY TO REMAIN: 5,620 Sf ,
}R
�.
( direct away from adjacent properties)- - - - -
CPENERVE / L'NDHAPP4, SO -5 SF 30.38% PR.POSEO NEW PLANTINGS CANOPY: 5,033 IF , X
-
------ --- ------ CANOPY PROVIDED; 10,653 Sr
TOTAL ...] AC = 101,494.13F 100.00% 4j
RB
/
3
2
RB = REDBUD, AG = WILLOW OAK, DW = DOGWOOD
392.
D
NAX iMUN IMPERVIOUS (OVER 7U, 660 IF I
FLOOR AREA RA1IU "I'%
LITCOVERPSE PY &JADING RATIO VAR PARKING SCHEDULE: X
_,
56a.42
EXIGTING SITE SJI_01',G x1 FM I$i5, P.EMAINGER VACANT, GRA55
SPACES-10' `! 18'
-�'3
I
05
PROPOSED USE VAP.EUOLGIN6 - CAILULATI011S: 2 CUSTOMER. SPACES B 1 SPACE / 2 EMPLOYEES
-
BUILDING SPACES PROVIDED MAY. NUM. EMPLOYEES
_____ EXTENT OF ASPHALT ENT
10 16
+
E
2.o N
'
•
WO. I
-
2 19 34 PINE
3 16 28 15, %,�
�D I
/.
RA YE�
_
i. 7-I4' WHITE NES I, r EEL GiaRF +
SS•• 21 i iced
1. (Ezist 7 TREES TO REMAIN and shdlI be
�53�3` -
\
'EN vZ,
Yv
should they die.
/ Lirw/ !4")
Ex. Fire #I e
EX SHALLOW DITCH ' , P VEMENT%
ez r r
T49Ns
ISCDNNECT -5 8"METER D
\
\'+
EX. ENTRANCE * ryry'
?e O
t�+
+380.00
3A-
GO
... a-- _
G
PAP
R X FH ASSEMBLY
8 WL
\
INV. IN .OS (4•' ICI III EDGE, OF 111EMENI
SLEEV 8
\
296.61 IF. 0 J.14%
e" V'P SS -- --- SS - - --------- SS V. IN
INV. fur 37a 7TAPPING VALKE
3]4.60'SMM 4 B- VGP IS $-- -
P 6sz /
EX. RCP BROADWAY STREET
TOP 39z25 9/ RAW) DN. 5"
/ ---
PAVED OVER
_ - EDGE JF PAVEMENT
�
-
NOTE: _ �
3�Y '• �
_
OS
1. PP.IM TO COMMENCEMENT OF ANY CONSTRUCIIDN WITHIN ANY EXISTIIIfi PUBLIC 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
WE THE UNDEASIGNEO OEVELOPER(5l UNDERSTAND THAT APPROVAL OF THIS PLAN END sTA
FE
P.IGHi-OF-WAY, INCLUDING CONNECTION TO A.EIISTIN6 ROAD, A PERMIT FOR STANDARDS FOR THE [ONSiRUC1I0N IIIDUSTRY f29 LFR PART 13261.
BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA MAINTENANCE
_
SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 10. SITE I$ XOi WITHIN THE WATERSHED OF AN ALBEMARLE COUNTY DRINKING WATER
DEPARTMENT OF TRANSPORTATION IV0011 APPROVAL OF THE PLAN. APPROVAL OF
- TRANSPORTATION IHEREAFTEP ABBP.EVIATED V.O.O.T.), IMPOUNDMENT.
THE PLAN BY THECOUNTY DOE$ NOi IN ANY NAY P.ELIEVE ME OF MY
1. ALL PAVING AND DRAINAGE RELATED NATERIALS AND CONSTRUCTION METHODS IL THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE
RESPONSIBILITY IN OBTAINIII6 FILIAL VOOT APPROVAL PP.IOR TO THE ISSUANCE
$HALL. CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN
OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY.
'. UNLESS OTHERWISE NOTED. ARE ONLY APPP.OIINATELY ARP.ECT. THE CONTRACTOR SHALL ON HIS CHIN
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE
BOUNDARY: WILLIAM S, ROUDABUSH, INC.
INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO 11. THE LOXTRACIOR SHALL BE RESPONSIBLE FOR NOTIFYINfi 'MISS UtIIITY' II-
CHARLOTTESVILLE, VA
---------- -------------------- --------- -
ANY CLEARING, GRADING..... OR OTHER CONSTRUCTION. 800-552-7001).
4. ALL SLOPES AND OISTUD,PEO AREAS ARE TO BE FERTILIZED, SEEDED AND 13. SURFACE: 6' 21/21A, PRIME AND DOUBLE SEAL.
` MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE
DEVELOPER DATE 7OP96RAPHY SURVEY:
THOMAS B. LINCOLN LAND SURVEYOR INC.
1575 STATE FARM BOULEVARD
1S 2:1. WHERE REASONADLY 14. OUNFSTER MUST BE LOCATED AT LEAST IS FEET FROM A PROPERTY LINE OR nor£..
CHARIOTATEVFARM VA
OBTAINABLE LESSER SLOPES OF 4i1 OR BETTER ARE TO BE ACHIEVED. BUILDING.
5. ALL OR "'AGEINLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION. I5. THIS SITE I$ NOT LOCATED NITHIM THE LIMITS OF THE 100 YEAR FLOOD PLAIN
6. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED WHEN IN. THE OPINION OF THE
vocve Txe .roast. '
°xenni.c Noi.ezrlxcexe oe R OTBNvo
tees OR a es BENCHMARK: TOP OF FIRE HYDRANT WEST OF OVERHEAD DOOR COMPANY
ulo aL �P
AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM.
ALBENP.RLE COUNTY DIP.ECTOR OF ENGINEEP.ING, DR HIS DESIGNEE, IT I$ DEEMED 16. MAXIMUM HEIGHT OF ALL BUILDINGS IS NOT TO EXCEED 351.
eo,s6 s u�ip OTHER su x xAT oucusas SITE t38fi.52'
=1ARD.UB TD LIFBT LNRrxeOe-TeUPAAN ACCIDENT.
USG51.
MUNCASTER ENGINEERING &
NECESSARY IN ORDER 10 STABILITE A .RA I'G. CNAIINEL. 11. OUTGOOR LIGHTING [S TO BE DIRECTED TOWARDS THE SITE AND AWAY FROM
1, ALL iRAFFIt CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
zl eacx a Tuxe Owueaxr '.uL 'T."TT Ax APPL
xO NcucoeeLLAx. cL.ARAN. TD Tu£ couxrV oe oP
COMPUTER APPLICATIONS
ADIACENT PROPERTIES pNo ROADWAYS.
UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION. is, SHADED AREAS DENOTE SLOPES 25% OR STEEPER.
. DBETaeouineox.1 Txe O.U.TY .FD :iein:xieeN
338 Rio Road
B. UNLESS OIHERNISE IIGTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
DEesn DE UPON T.. PROP.- USB.
Charlottesville, Virginia 22901
PIPE - CLASS III.
SCALE I°=20 C.I.=I'
SHEET I OF I