HomeMy WebLinkAboutSDP199800001 Plan - Approved Final Site Plan and Comps. 1998-03-03EARLYSVILLE N_
743
743
SITE
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b'ZITE DATA NOTFISPIANP' ING DEPARTMENT
ALL WORK SHALL CONE-ORNI TO APPLICABLE PROVISIONS OF LOCAL, STATE AND E EDERAL �`� OWNER: JJR INVESTORS LLC � � \ ; r �'- i >r _
', r f ! f
CODES INCLUDING, BUT NOT LIMI!TE:D T0: BOCA, `✓aSIJBC, ADA.., OSHA �"�;`, C''/0 Mr. Ror-noine Gilliland, 1 Morton Drive, Suite 120 f;
?. LOCATIONS OF EXISTING UTILITIES ARE: APPROXIMATE. CONTRACTOR IS RESPONSIBLE \ Charlottesville, Virginia 22903-- DEPARTMENT
FOR NOTIFYING "MISS UTILITY' (1-800--552--7001) AND LOCATING ALL UNDERGROUND - Fm; 'urchiased froKimco on I
STRUCTURES PRIOR TO COMMENCING ANY WORK ON THE SITE
1 SITE IS NOT .'NITHIN A RESERVOIR WATERSHED
�I-. CONTRACTOR IS RESPONSIBLE T� PERFORM ALL LAYOUT WORK. NOTIFY ARCHITEl"T OF'_ITT_. Consists of T.M.P.45 1 r �4, LOT 7A AL,_BE_� ABLE COUNTY SERVICE AUTHORITY
SITE AREA: .35-7'9 Acres, 15,590.62 SF. r, ,
ANY DISCREPENC!ES DISCOVERED PRIOR TO CONTINUING WORK:
CURRENT ZOf�IING: CO--Cornrrler-cial Office
- SPOT SHOTS IN PARKING LOT ARE: THE EDGE OF PAVEMENT
6. PARKING LCIT SETBACKS: 10' TO AN ADJACENT ROFROM20' FROM A RESIDENTIAL PRQPIERP" NTEf,,IDED USE-_: Professionah Offices NiEAI-T DEPARTMENT --� - -
?.. TRASH WILL BE REMOVED BY CONTRACTED BUILDING CLEANING SERVICE.PROPERTY IS LOCATED IN THE. CHARLOTTESVILLE'S AIRPORT
8. NO ` STORMWATER DETENTION IS REQUIRED FOR THIS SITE. PROTECTIO11 OVERLAY DISTRICT 1;
(9: PROPERTY IS WITHIN THE AIRPORT OVERLAY DISTRICT.AREAS: Il`'JSPEOTj ' ,IONS DEPARTMENT
0. INVERT-S FOR PROFUSE=O STORw1 SE=WER STRUCTURES ARE -0 THE: CENTER OF THE DRAIINAGE S1"RUCTURES Building Cove:rcage;: 2,000 SE (1 2.80i) '
Pavement Coverage: 7,918 SF (50.78'%) '
/ 20' ELE:C'TRIC.
„
VICINITY MAP SCALE: > "1 =2000E4SEL-1E=_XTT_-
L530I I T.Q.F. 45 j'^� -�
_ � -- /SIDE� JTIAL/6 � =Z0NE �
�,�1_
- j�\JL U} jn�/ URLE
fl � � E D �`� �� C
�r1 \� D(�r nn�\ �O(:y7f I I I�.�. r\.i!11{ QUD `� � �� �11���J� �� � ,� I -� _ �S29°59'53°'E /42.65
1 . All paving and drainage materials and cbnstuction methods shall conform ). I I J i�/j
to current specifications and standards of V.D.O.T. Unless otherwise noted. 7�
O'262�-
2. Erosion and siltation control measures shall be provided in accordance with E!
the approved erosion control plan and shall be installed prior to any clearing, / 1 % �T.O.UJ / T.O.UJ. T.O.IU.'grading or other construction. l % / i/ 33-�% 32.cJ/� �G.0 /f/�
3. All slopes and disturbed areas are to be fertilized, seeded and mulched. / / 7 /-:-_-/__ lr_
Maximum allowable fill or cut slope is 2:1 . Where reasonably obtainable / / / 1 � f � f
v 8" Q� REEfI. UJ!^Jw.2a25-
Lesser slope of 4:1 or better are to be achieved. / I / / -ZIP
4. ^;II drainage inlets shall have a 2-inch local depress' -
r> 9 P p C-I / a� rdEuJ MI -I
D. raved, rip-rapor stabilization mat lined ditch may be required when � / � / / /
in the oionof the Albemarle County Director of, Engineering, or his � / � / S{� �¢,1.'4L j TOP: 525.8 � Z � 12 �<-
/ / I CM NV: 51 , Q /c>252r2-
.iesianee, it is Ceemed necessary in order to,stabilize a draining channel. / / / / / I / ---R �-UJ,.��E / � I - -
o. All traffic control signs shall conform with the Virginia Manual / / / / / / / C� for Traffic Traffic Control Devices", latest edition. / � / _ �_ � _-7 50 E3LpCs �$__l - �' 5TOR1`1 F'IF
Unie.,s otherwise rioted, all concrete i >e shall b rein.orc d u� /--SEA E , GK C !f 1 2.0
concrete pipe --Class 111. / x / / / f �f7 c� 02E�2-
8. All excavation for underground pipe installation must comply /' X / /-`rlin / `�/ / �a i t� W/ BRICK
with OSHA Standards for the Construction Industry (29 CF R Part .1926), / / / / �I ----1 _� _ d) 1=1R5T I*LO<
9. Prior to commencement of any construction within any existing � � / � / � f F� / --- a=f [.: 9585F,FL-C
public right-of-way, including connection to any existing /. -r��i k. 10 25F 1 Oc
X f 45-1.�.� 8'-m"= _0'-0° 1 18'-�'S �;.
rortd, a permit for said construction shall be obtained from the �;ir.ginia / �- , 2 _ _
Department of Transportation (abbreviated as V.D.O.T.) �'"�_C�T A yj ��i f I R VELvu t , 55 GONTRL
T -FIG IL / 02 1 A ::
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�Y �/ r= Ri<INCs -L.�� _3 u1 /. fC: r /4RK! 0I 11 TOP:`'S2
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UN
T�.. \ { �� ���-�. _ C(C
SR SCE
�r 11L�LUJ�\%J Li��\ 1�E �� JT �� 1L LL �� @ f /
a „ , Ceti ;n? q - - --30' BLDG =
�� ;%�:. t �. D v� T T�(-`\J \.�D �'T�. �y / - - 5ET1aGK�L INS------ -=-
� 1�1 C 1 a� LJ- V '.J 1���t Jl�/. �i �05 4 ,4� �t� 1 / ' .N. NEW (o"
f R = e,0,00 i'
1 . Mork. shall be subject, to inspection ��y Albemarle County FVC
�� j 5 4.3 SIN. i
Service AuthorityInspectors. The contractor will be E'�I �T. �.1�J, M�_
P
responsible for notifying the proper Service Authority INV-,522.0 W.47ER
-�
officials at the start of the work. / �� _ - �: i "�-- x/'�' i L
2. The location of existing utilities across the line of the 1_c 1-�_-_ �_-_
9 z :� -- {- - -I -� -� -�y� -- rC
proposed work are not necessarily shown on the plans and where / U��R/"3.Of - _ "_ - t
shown, are only approximately correct. The contractor shall on / / v- --i XlS f 24."
his own initiative locate all underground lines and structures �.. ' j - / � =� - , � U1 NT A G � T�77
as 'necessary. ! 3m�6 FIROP_R , INE
E:<15T.liJAT=R i�1E T �P. ( i -- - - ---_ -- u
3. All materials and construction shall comply with general water \ I TO SEES: �E LOTA 02525-8- -
and sewer construction specifications as adopted by the ` , / TCR>525.82 E;2ca/ 525� ` / �+/- :34ro'-8�" 0_8ERK1 IAR�`
Albemarle County .Service Authority on Jan, 15, 1998. .,,. �d _ �' //71F;�=_NOVP
.524 523'. 5-2
RELOCATE --
J E: X 15T,STOF:1-1 EDI t� ! ST. GUP'B 1 - -
4. Datum for all elevations shown in National Geodetic Survey. 1 TO ACC0t-1CaG,ATE - �_
NEuJ F �E c, % � NEW ENTRANG� C�
5. The contractor shall be responsible for notifying "MISS TO RFF'! ACE
UTILITY" (1--800-552-7001). 1 ! MOVE[) C)I. / RELOCAT
6. All water and sewer pipes shall have a rninimum of 3 ft. of % � I r=LUSN TO / / 15 F'E - TOF': 523.�
/ STOP'.M 'E INV3 : 513.
cover measured from the top of the pipe, over the centerline 5U�'.FAC;E ' I 24L_.F 2.0i-�IF`p IN: 51 3
of pipe. This includes all fire hydrant lines, service
laterals and waterlines, etc.
7. All water and sewer appurtenances are to be located outside of E.X fRCF`
roadside ditches. 3.85 `!a /
�,
8. Valves on deadend lines shall be rodded to provide adequate
/ l
restraint for the valve during a future extension of the line.
PQp1 L Y-\ T,7=� �UJ�F IM-FCO)IDD 3TH
1. RFLOW IS A LIST OF PLUMBING FIXTURES FOR THIS SITE:
A. TOILETS: 2
E. LAVS.: 2
C. SHOWERS: 1
D. KITCHEN 1 SINKS: 2
E. SERVICE SINK: 1
1
(C" T�� I L
5GALmE: I'' = 20'
Ll .
Open Space: 5,6 72 SF 136.158%)
BUILDING -GROSS SQUARE FOOTAGE: 4000 GSF
MAXIMUPvi "EMPLOYEES":
Office Use I /100 SF filet (80l of Gross) = 32
PARKIN(. RECAP
Spaces F;equi'red:
APPRfJ\/�,LS
IKI�G` DEF'ARTPvIENT
i
;
I'
i ��i'
NO IDI5TUR��ANC:E
Ofilice Buildings 80% Gross SF =
�i
E=A51E11ENT
.80 x 4000 G F = 3,2.00 NSF
r ----
-
3,200 1'dSF/200SF/Space = 16 Spaces
j
Spaces Provided:
�.
10' x 18' Standard Space, = 17
8' x 18' + 8'x18' aisle Handicap Spaces= 1
i
i
_
12' x 25' Delivery Spaces = 1
I
(n -1 /8000 GSF, (1) rF:quired)
_---_.--_
SITE BOUNDARY AN6 TOPOGRAPHIC; INFORMATION:
;
i -
-Taken frorn data supplied by Roudobush, Gale & Associoites
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-I'
Surveyors, Planners, Engineers
f
i
914 Monticello Road, Charlottesville, Virginia
1
INS!: 519.5
0251 1 --A PAINTED PARKING SPACE LINES (COLOR: WHI"fE)
---
02512--A 4" CONC. SIDEWALK ON 6" VDOT 21 -B CRUSED STONE
-G.O.
02512- 13 HANDICAPPED CURB RAMP -- VDOT CG-12
02.513---A PARKING AREA PAVING: 8" VDOT 21 -A CRUSHED STONE,
9
/
PIf='E TO CARRY
2" VDOT SIVI-2A, ASPHALT CONCRETE.
ROOF CDRAIN4GE
02525---A 6" CONC. CURB, VDOT CC-2
j
TO 5T'ORhI 5T1RlIG,
. A3 45 51-TOWN
02.525---H CONC. ENTRANCE, VDUCG-- 1 1
E
d
_
02525---C. 6" CONC. CURB'S GUTTER VDOT CG-6
1001 EAST MARIF:ET ST,
CHARL[ITTES V IL_I_E VA,
804 /9 71-8848 FAX i/296 3040 1
Uj-
IRE- 5UBI`1ITT,6,L: 1~14Y 212, 1998
1R. 5i JP�i'11T C �fL_: 1-14Y 13, I'-398
PINAL SLJ51`11TTA1_: AF�fiRIL 8, 19SE,
3
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m
1
try i
Cam)
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F _7i =___4YT
SL77-19
i_Dff
Acer rubrurn 'October Glory'/Red M cplEi -October Glor\
, 5
CK/
_/Kous,,,:) Doqwood
COMUS kousq. chiniz-;,nsi,�- `
5'
:,"1
L
Logerstrornia Indices 'Natchez'/Crepe Myrtle
6)
11PIKII-Ali-H
_—LIME
Azaleas 'Dorothy H-ayden'
(white)
_3 gal.
Azaleas 'Nancy of Robin
Hill' (pink)
3 gal
Ncndina dornestica 'Harbor Dwarf'/Horbor
Dwarf Nondinci
g C-1 I
11-ex crenata /Heller[ Holly
lourocerasis/SlK r in
Laurel
1 Landscape materials shall be maintained in healthy condition. .Any
Ma,r_-rj-,jls that should die shall be replaced. All disturL)ed areas
that do not receive paverrient shall be seeded or otherwise Stabilized
vith Alb
in accordonc(::
-norle County 'oil Erosion Control OrdiOrdinance."Pr
9. Substitutes for plant materials shown may be rn-ade froim the list of
recommended species as per the Alben-iorle County Zoning Ordinance.
TRELE CANOPY: C-xisfing trees to remain are located inn the no disturbance
fl
crea of the site. Thell3e C tree planting shown rneefs or exceeds 10%
N N- I lu A
coverage requirement.
-7 Ail areas disturbed by construction, not shown to receive other treatment, E �5 N I' TY 0-
to receive permanent seeding.
5. install 12" topsoil in all planting beTds.
7 7Z1_
JUN 2 6 1998 1,,
BUILDING CODE & ZONING SERIC} S
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100 S T i"111 A, P KE T
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7
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t4,
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L B iNG (ODE & ZOI�IING err
D
��s 0 jrnQnt control proctims
lut Vuctur I erosion and
q c W -ko riiinimurn standard(; and specifications of the
It Virginia Regulations VR 62.5-02-00 Erosion
k � and
)tf notifiedone week prior to the. pre —construction conference,
(I disturbing activity, arid one week prior to the
swes -are. t the first step in
a be placed p ior to or a,
ana;',Pdirje,rtt :control plan shall be maintained on the site at
a� )[n I � Viaj�,sJri areas other thon indicated on these plans ..........
bste areas), the contractor shall submit
�,W6n- fir u
b 16 11 to'- th E� ar,4 n of for review and approval by the plan approving
11111c:itioh`',or, any additional erosion control rneciures necessary
ttj( �as-,dterrnlned by The plan approving authority,
QWi.... ....
... .. .....
"t ppovedscdirnent control measure; at all times during land
tP d, ment until final stabilization is achieved,
-n ....
ped into an approved filtering device.
1`03 i n c , o0rol rneusuces, period ica I ly and after eci0i runoff —
re , pal(53, or cleanup to maintain the effectiveness of the
-n 0 1rinfriediately.'
f,:erosion and sediment control measures only. el n4 rita [ion, a
U -1 ill' will balance on —site. T�1 ��J T
hly,and not fw Bidding purp
oses. poses,
I f own C
"a :'i,jete'rinriihin� tr uantmes. ff
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IN,\/: 513.3 (Px) WHIE—N 1/2 FULL
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