2nd Street StationCONTACT INFORMATION:
OWNER
2ND STREET STATION, LLC
MARGARET & SIDNEY BASHORE
701 SUNBURY DRIVE
WINTER SPRINGS, FL. 32708
ARCHITECT
JAMES GARRITANI, R.A.
KEESEE ASSOCIATES, INC.
945 SOUTH ORANGE BLOSSOM TRAIL
APOPKA, FL 32703
PHONE: 407-880-2333
LICENSE # AA 26003115
EMAIL: JAMES.GARRITANI@GOKEESEE.COM
CONTRACTOR
LANDMARK BUILDING &CONSTRUCTION, INC.
SANFORD, FL 32772
PHONE: 407-323-5570
EMAIL: LANDMARK1977@YAHOO.COM
QUARE FOOTAGE:
ASSEMBLY AREA 623 S.F.
FACTORY AREA 700 S.F.
DER ROOF 1
TOTAL UN ,323 S.F.
TIGHT.
ACTUAL: ±14'-6"
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LEGAL DESCRIPTION E--1 ELI, f'.I(;/\I I I ,:, I V) ZD [`
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DESCRIPTION
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AG(•OPTIND TO TrIE MAP OR PLAT 1] EPEOP A5 R _(4TTP T) IN PLAT
—
SITE AREA
POOK I, PK -7E(5) 55, FLV-1G RE6,T,,Y OF MINaf GOU'JTY, n-ORIDA
0.183
100.0%
EXIST. BLDG. AREA
PROP. BLDG.
1,225
1
@r x r 0 C
16.63%
__
UPX I �, I A ,9+ '.:,' 11,C)fT
cl-
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4,128
1
to
IMPERVIOUS AREA
MIXED ASo)-_MBI_-Y / llf, }
0.125
68.51%
LANDSCAPE AREA
1 C If 11 C
1 1
0.058
OCCUPANCY CL/ (/1P(F2)
* 100% OF SITE IS CURRENTLY IMPERVIOUS (PAVEMENT & BLDG.)
2,505 S.F. OF PAVEMENT AREA WILL BE REMOVED
2ND k J
STET 5'-0" I
I J-
4" CONC. SLAB -5' FIDE 6' LONGfl
-- -- - -
---- � ,,.• - ^� ��
2-3/8"se PAINTED S, -'=EL PIPE
SIGN ,� lit BIKE RACK DETAIL
Fp
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TUR OWN EDGE %
wr 5 0„
2% SLOPE MAX)
an G °
e a
• 6' LONG PRECAST
SIDEWALK CONSTRUCTION GENERAL NOTES CONCRETE BUMPER
(20' STALL)
1) 27 max CROSS SLOPE ON SIDEWALK & CROSS WALKS
2) TURNDOWN EDGE OPPOSITE SIDE OF BUILDING _
3) BROOM FINISH
4) CONTRACTION JOINT -5' MAX. SPACING _I 11=1t I III=I L_I I I=11I—
5) EXPANSION JOINT -25' MAX. SPACING
6) TOOL SIDEWALK 5' O/C 2)#5 RE9ARS-3' LONG
7) 4" THICK, 5' WIDE (3000 PSI CONC) Il
TYP. SIDEWALK CROSS SECTION PRECAST BUMPER DETAIL
s f adjoining gut er It road surfaces immediately adjacent to the curb ramp shall not be steeper than
'ac n surfaces at Ffr of at s Cifamfs3o walks, gutters, and streets shall be at the some level.
a(jc ming surface maximum
2 cur ramp s oPe
�_ B E
N E S S A Rall not b Stee LONG
Sides of Curb "nrrips. Where provi ed, curb ram flares p L
LEVATION A LE 6 f5T0iCK 1AODmax slope
J/\TES E U -
slope slope
Landings shall be provided at the tops of curb ramps. The landing clear length shall be 36 inches (915 mm) minimum. The
landing clear width shall be at least as wide as the curb ramp, excluding flared sides, leading to the landing.
at least as wide as
36 min curb ramp
915 _FJ
Curb ramps and the flared sides of curb ramps shall be located so that they do not project into vehicular traffic lanes; p=''ging spaces, or
parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared ,ides. /
SITE STATISTICAL DATA
DESCRIPTION
SQ. FT.
ACRES
% OF SITE
SITE AREA
7,956
0.183
100.0%
EXIST. BLDG. AREA
PROP. BLDG.
1,225
0.030
16.63%
98
* EXIST. PAVEMENT AREA
TO REMAIN
4,128
0.095
51.88%
IMPERVIOUS AREA
5,451
0.125
68.51%
LANDSCAPE AREA
2,505
0.058
31.49%
* 100% OF SITE IS CURRENTLY IMPERVIOUS (PAVEMENT & BLDG.)
2,505 S.F. OF PAVEMENT AREA WILL BE REMOVED
OCCUPANCY LO;
PAVEMENT LEGEND LANDSCAPE LEGEND SITE DATA 'ASSEMBLY -UNr.',NCF-NTPATF1) 1'I n 1 -1 ON(32.3/15=42 PEOPLE
PROPERTY LOCATION: 300 EAST 2ND STREET FACTORY - 1 PE` ',Ord PER �0O r 700/200 = 4 PEOPLE
PROPOSED GRASS AREA (4) .LIVE OAK
, PARCEL ID: # 25-19-30-5AG-0301-0090 OCCUPANCY LO; ';
(REMOVE PAVEMENT) �� 3' CALF. ® BH, 12' HGT., 7' SPREAD 46 PEOPLE THIS DOCUMENT AND10R THE DESIGN
CONCEPTS EXPRESSED HEREIN ARE THE
LOCAL MUNICIPALITY: CITY OF SANFORD "CAN USE BuslNl occur i it ,' Ir` „' ,' r;s THAN 5o PEOPLE
PROPERTY OF DESIGN SERVICES BY
It (5) CRAPE MYRTLE (MULTI TRUNK) r
VER AREA � _ � �\� I � � (-` � � � �`'^� �'�^� � ' � " � KEESEE ASSOCIATES AND ALL RIGHTS OF
PROPOSED BRICK PA 12' HIGH AT PLANTING; 6' SPREAD CURRENT/ PROPOSED ZONING: SC 3 (SPECIAL COMMERCIAL) F OWNERSHIP, INCLUDING COPYRIGHT OF
trz INTELLECTUAL PROPERTY, ARE RESERVE[
f..'. TYPE I B, (_� IPI?[_) � p-( if I � 11; I . Ii I';1. f_ R,EI-) USE
(56) SWEET VIBURNUM (1 40 L.F.) CURRENT &PROPOSED FUTURE LAND USE DESIGNATION.. COMMERCIAL THE REPRODUCTIONS, COPYING, OR U
PROPOSED CONC. SIDEWALK �� 30" Fit. 30" O.C.
/ 'T'{§BI,E Gt)1 F'IRE"f1E"-iTA17C;E i"?r,tiw �- r',r, ,I c ,•, , ,:-: rc.� ^!!!t t; 1r l!; E:L[ Ct17'S Ito. rs OF THIS DOCUMENT AND/OR THE DESIGN
AND DUMPSTER SLAB EXISTING USE: VACANT GAS STATION ) CONCEPT WITHOUT THE WRITTEN
--- - -`- - CONSENT OF KEESEE ASSOCIATES IS
T rt S ' " !!Ti T FIV 7YF'B V STRICTLY PROHIBITED AND PROTECTED B'
PROPOSED USE: MICRO BREWERY AND DRINKING ESTABLISHMENT BUILDING t�i.,E}r";IT .-. •• _ --- 4 d _ -.. I _ -:-.-- - .-_,-
f' ;` I r' i l I ''t` A R UNITED STATES AND INTERNATIONAL LAW
PROPOSED NUMBER OF TENANTS SINGLE
Primary strudwal fral< .r, I Y
ry
(see Sta l,c�rl 2,02
8voting walls,
FadeI!cI o ,
Interior 1 p w•..�. „ `"'"` �
Nonbearing a Mllertt Q
4 Z d
Extl flor �\ K
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Nonbearing wills a+t(1 ; tit,,n L. a
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Interior(; E— a u
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PROP. 750 GAL. ; f=loorcnn trtl tii ri on(.'.,,I 1;,,3 I E i I 1 01 ^s w LLL.'
EXIST. 2 STORY BUILDING _ —
1 CONC./ASPWLF PAVEMENT PROP. 8' TALL CMU WALL GREASE TRAP W %- merrtbets {sed e 1, I
- 4 d
- - W PEDESTRIAN BTL. DOOR
TO BE -MOVED Q
W
/ W/ SAMPLE BOX i Rct(sirorl,trt�cttoier+t n tier,
FOR GRASS F.:_TENTION AREA � �- r i I
N89°43'50"E M 1 17 00' Mi __--- msnbers{s�P ttrt,
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-- ........ EXISTING CRACKED CONCRETE i
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-- ff G C.O.
%u BSL(/ TO REMAIN a r EXISTIN SANIT Y LATE�AL� LLLI Q
I 1 PROP. 98 S
1 0 >,f3 G. ADDITION TO BE RESURFACED A OOFED r I --- - -_ - -- -
/
RETENTION AREA ('6" DEEP):,
AT A LATER D aTfo
,o I Q j TOILET RECD jl(?1=a
TO I _
�ADDITION
ROP. CMU BLDG. ooP (Z
a < AND ROOF \,�' \ -{
w CONC./ASPHALT P"r i�.+,T. �
j ROP. 12 x10 CONI. \ I ! MEf, r r ----
>_ ...... __ __.... TO REMAIN 0, � � NFEIT �^�I 1 PROVIDED RATIO
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DUM STER PAD & \ \ I RE( PRO/ll)FC) f [ r It?F f)
' \ I 6'x1 ' C NC. PROIJ \
- i I
\ . : X \ PROPOSED 6 _
z 24 EXISTING 1,225 S.F. o
F Q STOCKADE FENCE 1
(n z SINGLE STORY I WC/URINAL 1 2 1:75
(. _..... EXISTING
hi CONCRETE BLOCK er
w ` N 4" DRAIN
WHEEL "JPS " < BUILDING I
CON[./ASPHALT PVM i LAVATORY 1 1 2 1:200
TO REMAIN
00_
�(2) NON REQUIF D w - - -- -
11' PARKING SPACES/ ` DRINKING I
I
j q LOADIN,3 ARS: Z PROPOSED 6' SLOG Vit` FOUf iT/Jr l t' ( 0 1:.500
STOCKADE FEidCE L� GPS
� _..._. 7 -7 xa oy6�1.�.�..1_ ea . ox & 3' WIDE GATE
1
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PROP. to'�_-'..`•,CONC./ASPHALT
CONCRETE WALK,PAVE
. zREMAIN- - --
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PROP 5' SIDEWALK,.
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NOTE- IS f
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BI •E RAC < G I',]I:. _ j I f:._4?MS AND
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BE F_!r10VED I DOUBLE 'rte 1 -✓L-
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TING
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EXIST :JNC./ASPHALT PAVEMENT :I I < mi. 1 i
,:'<, I ' ' - �TO- BE REMOVED I
��S PF JSED BRICK PAVERS.-`' i,, ` I qp
F „ I� FOR GRASS RENTENTION AND PLAY AREA (4 DEEP)
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DATER RETENTION AREA, „A„
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:
BE,
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": �: -_ PROP •::4' .SIDEWALK
PROP 4 TALL BLACK F C92 4 -1
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,' \x < - PROP `4' TALL BLACK r1LU'MINUM- FENCE
ALUMINUM FENCE (}_ G —
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POWER
✓. ,,/.� _ , . STUB,
WATER STUB
_.' 3 LANDSCAPE STRIP I S89°112'28 "W (11) 117.0 ' (M) I
1 3 LANDSCAP SiRIP
MONUMENT SI' 11
r I I I I
ACCESSIBLE i i I
ROUTE TO I
j I XISTING CONC. SIDEWALK ! BUILDING
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EXIST. ALLEY
EXIST. DRIVEWAY _ I
2' CURB AND GUTTER NO RAISED CURB ( DRIVEWAY
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EXISTIF[_ STREET TREES AND CREPE MRYTLES (BY CITY) f -D
LIGHT FIXTURE PER
SITE LIGHTING TO BE LED TO MEET SANFORD CITY CODE OWNER/GC AGREEMENT -
MEET SANFORD CITY CODE
PAS -1 �I� STREET
(66' RIGI--IT OF WAY) (P) (BRICK ROADWAY)
VARIES
4" TONG. SLAP SLOPE
i
I
• I�"x2d' GONJG. P001R _
=K, W/(7) #5 GONTINIA5 0 C
3000 F61 NPEP•MEeI1 GONG. U 4"-6" DEEP S�
CANOPY SLAB SECTION POND CROSS SECTION
DRAINAGE CALCULATIONS
1" RAINFALL (0.083)(5,451 S.F. IMP. AREA) = 452 C.F. OF STORAGE REQUIRED
RETENTION AREA "A" 1400 S.F.(.33) = 462 C.F. OF STOARGE
RETENTION AREA "B" 300 S.F.(.50) = 150 C.F. OF STOARGE
TOTAL STORAGE PROVIDED 612 C.F, W
LEGEND
FLOW ARROWS Mt-$
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SHEET INFORMATION
(1/11 vA.rI17ED DATE: AUGUST 4,201f
DRAWN BY:. NE
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' 1 1 [ r fI i11 ,E REVI�WED� �Y: I° t4 ,�,r9r JAG
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�f Plan Revisions Date:
rox�,:NctFF �:rc,,(,rF I,,, NOV. 12 2015
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NOTES: 3
1. SOLID WASTE CONTAINERS I_L BE LOC / iI I., FI'.nbp AN'Y' 4 �
STRUCTURE OR BELOW ANY r_i;iRUClI'!G ,�IrF �,r'I" „ ;
n 5
2. A MINIMUM OF 50 FEET CLE/ BAC 1 U, SrIA(I If: I''' 1 , r_I1:_1 OSURE tt,
IS REQUIRED FOR SERVICING. :'ARKIItr� AI ID i hrJl P f Flr_ USED 6
FOR THIS PURPOSE.
3. PAD TO BE CONSTP,UCiED 0' H HF R .'r000 1--I, Ar i,A„ 8
OR 4" CONCRETE, #3'S AT ti ').C'. U I' �rr>>ITIOII
[ Sheet Name
4. THE ENCLOSURE SHALL BE r 'Fi III( -!I CI, n..IIA:INER
HEIGHT, WHICHEVER IS GPEAI',, WItH C)Ppr)UI� c.l'irI,IIP[G_
5. BACKING INTO RIGHTS -OF -W/ r0 SFFVICF CI,I11,I r � r� r'ffCl4lrrrD.
— -- rr,Eo, — --- COVER
�Citg aa6 �a�nt'osaf fi :'{ori r .
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THIS DOCUMENT AND/OR THE DESIGN
CONCEPTS EXPRESSED HEREIN
EXTEND ENDS
PROPERTY OF DESIGN SERVICES BY
KEESEE ASSOCIATES AND ALL RIGHTS
OF
OWNERSHIP, INCLUDING COPYRIGHT
OF
INTELLECTUAL PROPERTY, ARE RESERVED
THE REPRODUCTIONS, COPYING,
OR USE
OF THIS DOCUMENT AND/OR THE DESIGN
CONCEPT WITHOUT THE WRITTEN
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STRICTLY PROHIBITED AND PROTECTED
BY
UNITED STATES AND INTERNATIONAL LAW.
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OF
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THE REPRODUCTIONS, COPYING,
OR USE
OF THIS DOCUMENT AND/OR THE DESIGN
CONCEPT WITHOUT THE WRITTEN
CONSENT OF KEESEE ASSOCIATES IS
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REVIEWED BY:
JAG
y Plan Revisions Date:
1 NOV. 12, 2015
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Sheet Name
EXTERIOR
ELEVATIONS
AN DETAIL
Sheet No.
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