HomeMy WebLinkAboutSDP199900145 Plan - Approved Minor Amendment 2000-04-180 V
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1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WiTHIN ANY EXISTING
PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT FOR S,AiD CON'STRUCTiON SHALL BE OBTAINED FROM THE VIROINIA
DFPARTMENT OF TRANSPORTATION ( HEREAFTER ABBREVIATED V.D.O.T. ),
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO CURRENT SPECiFICATIONS AND STANDARDS OF V.D.O.T.
UNLESS OTHERWISE
3. EROSION AND SILTATiCON CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE iP1ITH THE APPROVED EROSION PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZE, SEEDED AND
MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE 1S 2:1. WHERE REASONABLY
OBTAINABLE LESSER SUES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
E5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRES91ON UNLESS
OTHERWiSE SHOWN.
S. PAVED OR RiP RAP LINED DITCH N4i+slAY BE REQUIRED WHEN IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL:
7. ALL TRAFFIC CONTFIOL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
N3. UNLESS OTHERWiSE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE.0 ON8TRUCTION INDUSTRY (20 CFR PART IM13 ).
10. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ANY OR ALL
DIMENSIONS, SITE CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON
THIS PROJECT AND REPORT ALL INCONSISTANCIES TO THE ENGINEER,
SURVEYOR, ARCHITECT AND OR OWNER. SHOULD THE CONTRACTOR FAIL
TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL RESPONSIBILITY
FOR ANY ERRORS AND OR INCONSISTANCIES.
11. LIGHTS USED TO ILLUMINATE PARKING AREAS SHALL BE ARRANGED OR
SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL
DISTRICTS AND AWAY FROM ADJACENT STREETS. LICJHTiNG SPILLOVER
ONTO PUBLIC ROADS AND PROPERTIES ZONED RESIDENTIALLY OR RURAL
AREAS SHALL NOT EXCEED ONE-HALF FOOT CANDLE.
12. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
13. iN LIEU OF CONCRETE STORM DRAIN PIPE ADS N.12 CORRUGATIwb POLYETHYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB-1.
WATER AND SEWER GENERAL PLAN
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY oFmcms AT THE START OF WOR
2. THE LOCATION OF EXISTING UTILITIES ACRON OR ALONG THE LINE Or- THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATELY CORREC7% THE CONTRACTOR SHALL ON HI
OWN INITIATIVE LOCATEC•• • LINES AND STRUCTURES AS
NECESSARY.
MATERIALS3. ALL O♦ GENERAL
SEWER CONSTRUCON SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON « R
S.
4. ALL ELEVATIONS
h mawy1
ARE
THE CONTRACTOR SHALL BE RES♦ •R NOTIFYING a MISS UTILITY
rr 5W 7001).
6. ALL WATER • SEWERHAVE A MINIMUM OF N
COVER MEASURED FROM THE TOP-0"PE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT
f WATERLINES, ETC.
7. A LL WATER AND SEWER APPURTENAHCES ARE TO BE ♦ r
OUTSIDE OF e r DITCHES.
& VALVES ON DEADFND LINES SHALL BE RODDED TO PROVIDE
ADEQUATE • DURING
EXTENSIONOF
14.EACH OUTDOOR LUMINAIRE WHICH EMITS
3,000 OR MORE LUMENS SHALL IISE A FULL
CUTOFF LUMINAiRE.
OWNER STAR ENTERPRISES D.B. 1ii7'2 PAGE 444
DEVELOPER / COMTRACT, PURCHASER
TiGER FUEL C/O DAVID SUTTON
200 CARLTiON ROAD
CHARLOTTESVILLE, VIRG"A2M1
TOTAL SITE AREA, : 3W4 S.F. / 0.872 ACRE
PRESENTZtONIING : HIGHWAY COMMERCIAL ENTRANCE CORRIDOR OVERLAY DISTRICT
PARKING SCHEDULE:
13 SPACES PER 1,000 S.F. GROSS FOR FAST FOOD RESTAURANT
1 SPACE.PER 200 S.F. GROSS FOR FOOD STORE
2194.5 S.F. GROSS FAST FOOD / 1,000 S.F. -- 2.19x13 a 28.5 SPACES
1042.8 S.F. GROSS FOOD STORE / 200 S..F. r. 9.2 SPACES
PARKING REQUIRED x 3 8 PARKING PROVIDED x. 30
BOUNDARY SURVEY BY : B. AUBIREY HUFFMAN AND AS$OCS. LTD.
TOPOGRAPHIC SURVEY BY : B. AUBREY HUFFMAN AND AS OCS. LTD.
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ViCINITY MAP . SCALE 1' : 2,000
THIS IS AN AMENDMEN T OF SDP - 9 8 - 087 APPROVED
JANUAR Y 7, 1999.
CHANGES ASSOCIATED W1TH TH/S.M/NOR AMENDMENT REVIEW:
0 MINOR ADJUSTMENT OF PAVING PLAN TO ALLOW IMPROVED
INTERNAL 8 EXTERNAL TRAFFIC FLOW AT SITE.
2.) MINOR ADJUSTMENT OF LANDSCAPE PLAN VIA EASEMENT
GRANT FROM NEIGHBORING LAND OWNER 8 VDO T PERMIT
BUILDING COVERAGE 4,037 S . F . 111 %
PAVEMENT AND WALK$ 31,734.2 S.F. 8 3 %
OPEN SPACE 2,202.8 S.F. 0%
MAXIMUM AMOUNT Of IMPERVIOUS COVER 35,8312 S.F.
VARIANCES AND ZONING PROFFERS
zMA 88-19, SP-96-3.3, VA-9'8-03
THIS USE MUST CONFORM TO THE SUPPLEMENTAL REGULATION 8.1.20
MAXIMUM NUMBER OF EMPLOYERS : 12
AN ADDITIONAL 10 PARKING SPACES ARE PROVIDED
AT THE PUMP ISLANDS AND iN THE DRIVE THROUGH
STACKING LANE
THE SiTE IS HOT LOCATED WITHIN A RESERVOIR WATERSHED
D e c e tu b e r 9 1 9 9 9
R e v i l i o n s
J-U
/ffi�f✓ a� /Z-Z�
/•/g- 00
DRAWN BY: JOHN DRUMHELLER
FiRE OFFICIAL
INSPECTIONS DEPARTMENT
ZONING DEPARTMENT
r -
q11916 0
ALBEMIARLE COUNTY SERVICE AUTHORITY
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
S�'e�ev� SAP li l
y1l 000
ViRGINIA DEPARTMENT OF TRANSPORTATION
WE THE UNDERSIGNED N._ •PER '(8) UNDERGTAND THAT APPAOvAL
OF THIS PLAN BY THE fMMY OF ALSEMARILE DMI W)T
mpows viFiGiNtA •;, ,y ovrAAN9pcwTrxnoN
D♦APPROVAL
COUNTY DOES NOT IN ANY WAY RELIEVE ME OF W REWONSIMLITY
IN OBTAINM FINAL VOOT APPROVAL PRIOR TO TME MANCE OF
BUILDIM PERM ITS AND / OR CERTIFICATES OF OCCUPANCY.
PLAN PREPARED BY
8. AUmm'hREY HUFFMAN A ND A SSOCIATES
CIVIL ENGINEERING - LAND SURVEYING LAND PLANNING
CHARL0TTESVILLE, VIRGINIA
LTD.
Sh e e t No. I
"S'c"CHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
KEY
BOTANICAL A
MIN. CALIPER TOTAL HEIGHT
TOTAL WIDTH
AREA OF QUANTITY
COMMON NAME
IN 10 YEARS
IN 10 YEARS
CANOPY
•�
r_/
ACER SACCHARUM
SUGAR MAPLE
3 I/2" 22
14'
168S.F. 8
z
(L'
PRUNUS
2 1/2" 26
17'
240S.F. 5
CHERRY
NOTE :
ANY LANDSCAPING THAT IS REMOVED OR PRUNED /N EXCESS OF THAT NECESSARY
SHRUBS TO MAINTAIN HEALTH SHALL BE REPLACED BY THE PROPERTY OWNER ON SITE WITH
y� LANDSCAPING OF A COMPARABLE SIZE AND SPECIES.
COTTON EASTER
CU DWARF SPIREA
y ILEX HOLLY
LOW JUNIPER
A Z A L E A
DWARF BARBERRY
N0.
TYPE
L
TOP INV. IN
INV. OUT
2
M H
36 5. 80 35 7. 46
3 5 7. 36
3
DI-3C
6
364. 90
3 58 04
4
DI -3A
2.5
3 64. 20 359.61
3 59 5 1
5
D I - 3 A
- 2.5
3 6 4. 0
3 6 0. 0 0
6
D I- 3A
2.5
3 6 4. 80
3 5 7. 8 6
7
D I- 3C
6
3 6 4. 90
3 5 7. 5 7
V
December 9, 1999
R e v i si o n s
J
rr�„ r fs c cam.//Z-2T
- o
TOTAL AREA
OF CANOPY
1 3 4 4 S. F.
1200 S.
0
ti
tom o
F.
•I I ,
Exist,_M_H_ !
- - - - - - -
�R
Mc o
.� .• i I \\ �, B Nq� pS C
L - - --I//,
o d
4\(J) l s/oUrOo/ SITE BENCHMARK 1 //
MAXIMUM AMOUNT OF PAVED PARKING B
VEHICULAR CIRCULATION AREA a 26,536 B.F.
-o .�\ eA // -------------
w cn N Top of Fire Hydro Wit. /
Elev. 366.65-,
-USGS Datum
----------- - -
�
Exist. MH ` 8
Inv. 35 8.34 O
/ \ �" 2
I -- N Exist. st. 3
Exist. 4 „ I ., - _ _`__`_- '
- "'" 1 - - Landscaped Trees S20 '57 40 1Wco
La% eral Stubb; d \ ���� S 8 9 °.`25' 45 " W r l 2 5 /. 50 o w 3/. 40'~'
`w
I _ O' T_
_ - I = „w "••� ose• � .� Vp /ve lrol�•BQx
I Exist. tree \� / 6 S p a C B S % O' X / 6 I `.,, /ve B
\ to remain �\ �\ :J ,Sows �� M_
Light Po/� `� �pavement Molerid7'- is r•i'^ L 1/P'�sroose. .c �b �' ar4 ���'`
6 Agyr. Bose Material \ :�.;:';� ° �:::. Poler;}--." �Q�:h
/65/bs. Type SM2A Asphalt N e h i��
N 10 3 hCJ
I 1 v / ?'• . ' + `\ ~�\ /• Po Y tl ''' �•�.::;\ 36.5 Light ale
y� CG 2 :�'f. �/o be B�aK
41,
/' /2'R �`' e.,: /Ox /O Dumpster Pad
l Fr e e 1 e r
V I 0 I 1��- _ ._ " :r_:'' `Cr.ee ed w/ 7 ' High \ `�\ P' C Q 0 �4 l (a
Grease Sewer Lalerol m'~ -'
� _ • S'a/id Pri vac Fence 6 • 2S, • �� ,' '0 0
Trap
Ex is/. {,.•'� _ U 40 3O
Power B
re 1. Pole o a �� r 3 • ""�/
o L igh t_ I /0 M a x . Bldg. H�ei g h t 3.5 ' /^ Exist
j h\ Q rhtil' _r
a, Pole F. F. 366. 8 / ;Light Pee t,b.r. Q 0 } ` r• �Q\L
Exist.
< < �7 77�1777777T7
\ Chas Pump t 91
\ r rl . I,Va c� r Exist. Bldg. ��� � 1 /6� a/
4 to be removed /� / //Ol/ 1�q A /
II ry / ♦ / / 17
CON VEN/ENCE -• `� // �0 -'+ qy/S!4Tel,p P A
/ I � % can '' ,(�•� T q�4,pe Fq�B g4i/c'pOs
y i' 1 ✓ �1�L11 Lt1�.C�) s r o R E , ti .�. F F s
I >' I
41-N 'f'Tq •p p �S'ql
N WEND Y S � �...�.�� . i // �� U�pFL°/
f c� CG-/240
r;,
\ 2'
\\ 30 Bui/din /
\\ Setbac R Li e /
\ / /
\`Light .. L�j / 6
PO4-, of
C)
es
I. Pole
W.B.L.
E.B.L.
GRAPHIC1
�, '.'.� '� ,E:?a •, r�r. :d� ..., .:a Y•,Y #.,•2E �4 9 ���yy .M1.., 1, ,. et;S �' ty;;: ,-e4: •,k{��•.
} tll�, :�� 'illlll,�w 1. 'i..��l ,.t, '. `,� T Y .,'4`Yr?. � `a: )Ati ,, k }{•i+ S {
1 20 41 61 01 i0o 120 140
To Char loll es vi Ile
0
6-2
/ / 4'R 8'R Van Accessible // n f ` \,01 •a� _p� V�``_��� Itl /
Exist. Paved Area to be em o ved / 51 me \0
/ 3
! 20' DraT,x`,Ease m en I Q.'�
�.
! Sign `�6Jr 3o"RCP (3tRGp boo 2Q /9d @ 2 ;Jo,\j
.t R
QP \\� of 6 / A
� 3.0
�►_, +`�� �'��� See Sheet 3For r. i ��►
7 Light Pole ighl
40
1 e/ /(s /X,r A �" , •v No T E
Ex(s 1, w ,ll:.to�b � .arba{ritori e d � / o% _ - • •- � ' �\ ,,B , R, , , ". ' ':' �• � � DU R / N G • CONSTRUCT / O N / F ANY PORTION OF A
-in. accordance with ,� * *-f, 5`.R r�`t»� ��
o _Ls-t'C69B ia2cB® f __f `a' I I �� S!I PT/C SYSTEM /S ENCOUNTERED /T SHALL BE
Slate �rivatBWe//Rego/otion3` a • i
89 0'7 OB"E i ABANDONED %N ACCORDANCE WITH STATE SEWAGE
�•... :::. �' / Exist . S W. L
-:.;...:.••. /SPd -SAL REt3UL.4TONS .
: ,:I: EXISTING_18 -R ._ ,'•:;.:•: - _ i i
-�
DI-23 -L-8 , , EXISTING ' 18" RCP �� THE BU/L D/NG WAL L ADJACENT TO THE D UM PETER HAS
/ Exist. CG-9B Entfance j/( ) TOP 364,$9
INV y 35�/. id ADEQUATE FIRE RATED WALL .
i
i a
i
Both Entrances Have /n Excess Of v;
450 ' Of Sight Distance To The Left
On U.S. R t. 250
F'
rn
H,
X
W
CONCRETE MEDIAN
------------
U.S. ROUTE 2511
To Richmond
V a r i a b l e
Top of fi nished
Class A d slope, 1/4"per ft. 2";I 2"Rpaving slope
Concrete c
•rv.
Compacted fill or
u n d i s t u r b e d earth
TYPICAL - SECTION
S I D E W A L 'K '
MINOR AMENDMENT
ff"T PLAN SHOWINC.-
SITE DEVELOPMEN
LTD.
Sheet No. 2