HomeMy WebLinkAboutSDP200800096 Plan - Approved Minor Amendment 2008-08-25q a
t 5-0" MAX. BETWEEN VERTICAL PIPES
1 1/2" O.D. HOT DIPPED GALVANIZED
TUBULAR STEEL HANDRAIL INSTALLED
PER MFG. SPECIFICATIONS ALONG o 1/2" EXPANSION JOINT TYP
EACH SIDE OF STAIRS
i
[4 CONC. SIDEWALK PER
DETAIL THIS SHEET
I
#4 REBAR
DOWEL
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SEE NOTE 2
I
#4 REBAR"'.,
DOWEL
(SEE NOTE #2)
GRADE BEAM (TYP)
(SEE NOTE #2)
12.. s , ._....a `�#4 REBAR
i I. 3 18"O.C.E.W.
NOTE:
I f 1 9 4 1 1. ALL CONCRETE IS TO BE CLASS A3 IF CAST !
Id 1
IN PLACE OR 4000 psi IF PRECAST.
2. EITHER GRADE BEAM OR DOWELS TO BE
PROVIDED.
3. 6" COMPACTED AGGREGATE BASE,VDOT
?-
- ! #21A, ON COMPACTED SUBGRADE
GRADE BEAM (TYP)
(SEE NOTE 2)
A CONCRETE STAIRS
N.T.S.
0 PROPOSED DRIVING LEGEND
STANDARD DUTY PAVEMENT
HEA VY DUTY PA VEMENT
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SEE ARCH/TECTU L DETAILS MAN
FOR UTILITY SCR ENING WHEEL STOPS
(TYP OF 4) (TYP) `1
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FF = 502.00 FF = 502.00 FF = 502.00 C2
PROPOSED
=
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(RETAIL = 10, 9142 SF, • I I - LIG4'T POLE 1 r,1 y wr
RESTAURANT 4,238 SF)
2Q (TYPICAL 1 OF 13)
FF = 502. 00 SEE ARCH/TECT11 L DETAILS ® ICI tiz �
FOR UTILITY SCf EENING
(TYP OF 4)
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/ APPROXIMATE LOCATION OF (S),
SIGNALIZED INTERSECTION OF
SEMINOLE TRAIL (US ROUTE 29) AND
/ RIO ROAD (STATE ROTE 631)
�Y 389.6'
LIGHT POLE A
(TYPICAL 1 OF 13)
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LIMITS OF CONSTRUCTION ..."" .
VDOT STDW."aGlllllu
MATCH VDOT STD Q PROPOSED SIGN
CG- 6
EXISTING CG-6 � (SEE NOTE 10)
THE PA VEMEN T WITHIN -
SIDEWALK it
r.W_}I '�� )� I VDOT STANDARD 5' INGRESS/EGRESS THE VDOT R/W SHALL
_ I ' �` ` SIDEWALK EASEMENT BE AT LEAST THE SAME
29 DESIGN AS ROUTE 29.
(VARIABLE WIDTH R/W) I THE SAW CUT AND
'
PARKING REQUIREMENTS
EXISTING 3"500 SF BANK
GENERAL NOTES:
1 SPACE/150 SF + 25 SF/DRIVE THRU LANE
1. STANDARD 24" CURB &GUTTER TO BE USED ONSITE WHERE NOTED.
3 DRIVE THRU LANES PROPOSED 1 SPACE/275 SF
= 13 SPACES REQUIRED
VDOT STANDARD CG-6 WILL BE USED ON ALL ENTRANCES.
EXISTING 3;, 500 SF BANK TRAINING CENTER
G 3,, 5 0 S T INI
2. CONTRACTOR SHALL LAY PROPOSED PAVEMENT TO PROPOSED
1 SF + DRI VE THRU LANE
GRADE. CONTRACTOR SHALL OVERLAY EXISTING PAVEMENT WITH
ASPHALT PA VEMEN T TO MATCH PROPOSED PA VEMEN T GRADE.
150 SF 1 SPACEE3 DRIVE THRU LANES PROPOSED
/
= 23 SPACES REQUIRED
J. ALL DIMENSIONS ARE TO FACE OF CURB WHERE APPLICABLE.
36 SPACES EXISTING
4. EXISTING LANDSCAPE THAT ARE PROPOSED TO BE REMOVED CAN BE
RELOCATED ON SITE.
PROPOSED 8754 SF RETAIL SPACE
5. REFER TO SHEET SC 1.0 FOR SITE LIGHTING LAYOUT.
(RETAIL SPACE SHALL BE DEEMED 80% OF THE GROSS FLOOR
AREA, PARKING REQUIREMENTS SHALL BE BASED ON 10942 SF
OF RETAIL SPACE)
1 SPA CE/100 SF UP TO 5,000 SF
= 50 SPACES REQUIRED
THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE
1 SPACE/200 SF OVER 5,000 SF (3754 /200)
= 19 SPACE REQUIRED
LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY
TOTAL SPACES REQUIRED
= 69 SPACES
UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE
PROPOSED 4238 SF RESTAURANT SPACE
CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY
13 SPACE/1000 SF => 4238/1000 * 13
= 55 SPACES REQUIRED
COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE
PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY
TOTAL SITE PARKING REQUIRED =
160 SPACES
DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE
TOTAL SITE PARKING PROPOSED
= 137 SPACES Q
OF THE CONTRACTOR.
®
4
48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR
SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE
AND LOCATION OF THE WORK.
OVERLAY TO BE IN
ACCORDANCE WITH THE
VDOT WP-2 STANDARD.
SETBACK REQUIREMENTS
5.
THE FOLLOWING LOT AND BUILDING COVERAGES ARE:
TM# 061-122A HANDICAP RAMP LEGEND
ROUTE 29:
EXISTING USE: GAS STATION/COMMERCIAL CR
10' PARKING SETBACK
NOTES
PROPOSED USE: RETAIL/COMMERCIAL � SIDEWALK/CURB RAMP TYPE 1
30' BUILDING SETBACK
DEVELOPER: UNICORP NATIONAL DEVELOPMENTS, INC.
PROPOSED LOT ACREAGE: 1.529AC. CR SIDEWALK/CURB RAMP TYPE 2
AREA OF OPEN SPACE. • 0.3AC. (207)
ROUTE 631:
ORLA W. SAND LAKE ROAD
RLAiNDO, FL 32819
IMPERVIOUS AREA: 1.2AC. CR
SIDEWALK/CURB RAMP TYPE 3
10' PARKING SETBACK
TM# 061-122
30' BUILDING SETBACK
CONTACT. SIEVE MESSING
(813)I 261-5108
EXISTING USE. • BANK/COMMERCIAL NOTE: SEE SHEET C5.0 FOR HANDICAP RAMP DETAILS
PROPOSED USE. BANK/COMMERCIAL
1.
TM# 061, PARCEL 122A
PROPOSED LOT ACREAGE. • 0.945AC.
ZONED: C1/EC
AREA OF OPEN SPACE: 0.25AC. (267.)
IMPERVIOUS AREA: 0.73AC.
2.
TM# 061, PARCEL 122
6.
ESTIMATED ADT /S 595VPD PER /TE TRIP GENERATION 7TH EDITION FOR RETAIL CENTERS BASED ON GROSS LEASABLE AREA.
ZONED: CO/EC
20
10 0 20 40
PROPOSED ZONING Cl/EC
7.
ALL BUILDINGS ARE APPROXIMATELY 30'-0" HIGH.
GRAPHIC SCALE IN FEET
J.
SOILS IN THIS AREA CONSIST OF THE ELIOAK LOAM SERIES AND
ARE GENERALLY DEEP, GENTLY SLOPING (2 TO 7 PERCENT)
8•
ANY LIGHTING PROPOSED IS NOT TO EXCEED 0.5 FOOT CANDLEPOWER AND 25' IN HEIGHT AT THE PROPERTY LINES, THE EXACT
SPECIFICATIONS FOR
AND ARE WELL DRAINED. SURFACE RUNOFF IS MEDIUM AND
THE SITE LIGHTING IS TO BE PROVIDED BY THE BUILDING CONTRACTOR. ALL EXTERIOR LIGHTING SHALL BE NON -DIRECTIONAL
AND
GLARE SHIELDED TO
PREVENT ILLUMINATION OF ADJACENT PROPERTIES
THE EROSION HAZARD IS MODERATE ACCORDING TO THE
SOIL SURVEY OF.I"ALBEMARLE COUNTY PUBLISHED /N
9.
THERE ARE NO OBSTRUCTIONS BETWEEN THE PROPOSED DRIVEWAY AND STOP BAR AT INTERSECTION. 1 06126
06
PER COUNTY COMMENTS
ST AUGU11985 B Y THE NATIONAL RESOURCE CONSERVATION
SER1/lCE .
10.
ANY NEW SIGNAGE WILL REQUIRE A PERMIT PRIOR TO INSTALLATION. 2 12101106
PER COUNTY COMMENTS
4 01124107
PER COUNTY COMMENTS
4.
THE PROPOSED SITE IMPROVEMENTS ARE ADDITIONALLY LOCATED
4Q11
ALL ENTRANCES TO BE VDOT STANDARD CG-11 WITH 30' MIN. WIDTH AT RIGHT OF WAY. 5 03 02
07
PER VDOT COMMENTS
WITHIN THE FOLLOWING DISTRICTS.•
R/VANNA WATERSHED`` DISTRICT
ENTRANCE; CORRIDOR OVERLAY DISTRICT
12
7 0710,3107
PER THE DIRECTION OF ALBEMARLE COUNTY ZONING DEPARTMENT, THE PARKING HAS BEEN MODIFIED
PER OWNER COMMENTS
AIRPORT PROTECTION OVERLAY DISTRICT
TO PROVIDE 137 SPACES IN ACCORDANCE WITH THE TRAFFIC DEMAND MANAGEMENT REPORT 9 04116108
PER OWNER COMMENTS
DATED FEB. 23 2006. _ _ _ - - - 10 08107106
SITE PLAN AMENDMENT PER COUNTY
Aua 08, 2008 - 2:17Dm V: \LandPro iects\20050260\dwa\Site R??.r
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PROJECT NO.
20050260
G.L. NO.
151-15-D4.7
FILE NO.
G-11410
DATE:
07/05/06
DRAWN BY:
MJD/KLS
CHECKED BY:
RAR/RKW
VA A. ROSADO I
No. 038196
05/30/08
SIGNAL
RTU11
PROFFITT
SHEET NO.
C 2A