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DRAINAGE FOR SITE PREPARATION 14E QUIRMENT PER L»D.R., CI'T'Y OF
SA.NFOR,D SCHEDULE «O" , SECTION 2.1 RET'EN PION FACILI'T'IES
PARAGRAPH "D"; "ON-LINE RET'ENT'ION" CALCULATIONS:
TO'T'AL SITE CONDI'I'ION: (WORST CONDITION EVALUATION)
123,974 S.F. X (1" RUNOFF / 12" FACT Olt) =10,331 C. IST ,
TOTAL IMPERVIOUS AREA:
34,095 S.F. X (1,75" RUNOFF / 12" FACTOR) = 4,972 C, FT.
ASSUMING THE ONE FOOTOF `.'FREEB.OARD" T'O BE EXISTING GRADE
AT A MINIMUM (SEE GEOTECHNICAL SOIL T'ES'TS PROVIDED), THE
RETENTION AREA TO THE WEST OF THE IMPERVIOUS BUILDING
SITE EQUALS;
160'X 269'X 1' DEEP = 41,600 C. FT. OF ON-SITE STORAGE CAPACITY,
THEREFORE: 412600 C. FT. >_ 10,331 C. FT'. OF GRtAT'ER CONDITION.""'��
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PARKING RI?QUIREMENTS: .-
;, V ENC'IOY I ION•
BLOCK 14, M.M. , SMITH'S SUBDIVISION, ACCOI(DING'1'O'I'IIL# PLATTHEREOF AS MANUF'./SIOR:AGE: SCHEDULE 11-4
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RECORDED IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC RECORDS OF SEMINOLE' FOOTNOTE (3) - 2 SPACES PLUS 1 SPACE PER EACH
COUNTY FLORIDA. C'ONT'AINING 9.401 ACRES, MORE Olt LESS. ADDITIONAL 1,000 S.F. OF BUILDING FLOOR AREA OVEIt
ACTUAL LAND BEING UTILIZED: 2.842 ACRES, MORE OR LESS. 4,000 S.F. OF FLOOR AREA.
THERE
ZONING: MI -2, VERY LIGHT INDUSTRIAL DISTRICT MINIMUM PARKING SPACES= 2 SPACES REQ'D.
'TOTAL BLDG. (9,375 SwF.) - (4,000 S.F.)
MAXIMUM HEIGHT: 35'(ACTUAL RIDGE HEIGHT: 21' A.F.F.) 51375 S.F. / 1,000 S.F. = G SPIES REQI&
TO'T'AL SPACES REQ'D. 8 SPACES RE, Q'D.
SE'T'BACKS: FRONT - 50' BUILDING . PARKING SPACES INDICATED: (WHITE S'T'RIPING)
FRONT - 25' LANDSCAPE BUFFER (UNPAVED) IIDC'P. SPACES (1) 12'X 20'& 5' ACCESS: 1 SPACE SHOWN
SIDE - 15' BUILDING 10'X 20' PARKING SPACES: 13 SPACES SLIOWN
REAR - 20' BUILDING 'TOTAL SPACES INDICATE V: 14 SPACES
14 SPACES? 8 SPACES REQUIRED
REVISIONS
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SYMBOL QTY. COMMON NAME NATIVE SPECIFICA`T'IONS ZONE
LJ 92 WAX LEAF LIGUS`IRUM N 3 GAL. -24" 11 rr 30" O.C. M
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INTENDED USE: STORAGE OF RENTAL EQUIPMENT
IMPERVIOUS AREAS: BUILDING AREA: 9,375 S.F.
SIDEWALK: 500 S.F.
OWNER: B/C FAMILY PART'NLRSIHP, LIMITED
11909 S. ORANGE BLOSSOM TRAIL ASPHALTDRIVES: S.F. . S 23, F
ORLANDO, FL 32837-9410 CONCRETE PAD: 900 '
TOTAL IMPERVIOUS AREA: 34,095 S.F. t�
T'ENANT: NIR• DUANE CLA.RKSON 'T'OT'AL SITE PLAN: 123,974 S.F. CL.iii*� �
AL EN RENTAL E UIPMENT „ CL
11909 S. ORANGE BLOSSOMTRAIL 34,015 S.C. / 123,174 S.F, 28%TOTAL OPAL IMPERVIOUS AREA C,C 0. n
ORLANDO FL 32837-9410 �' UJ
' IRRIGATION DESIGN CRIT'EMA:
-, , , , . EST MAX,CO N'I' 7 PEOPLE) � "� � Z � �'
APPLIC'AN'T: KEVIN J. SPOLSKI (REPRESENIA PRESENTATIVE) X U ( LE) z 0
T.N. DAVIS, P.E. #7057 (CIVIL ENGINEER) 7 EMPLOYEES @ 50 G.P.D. = 350 G.P.D.-USAGE
2805 CARRIER AVENUE
SPRINKLER HEAD COUNT' -
SANFO1tD, FL 32773 . 20 SPRINKLER HEADS a 1.5 G.P.M. = 30 G.P.M. �
20 SI'H3 NKLER fit' � 0.75 G.P.M. = 15 G.P.M. � •
PHONE: (407) 322-8424
FAX: (407) 322-8436 TOTAL WATER USAGE
45 G.Y.M. o
THEREFORE: o
350 G.P.D. 45 G.P.M. = 8 MIN./DAY ( MINIMUM USAGE) o
ST'RUC"TURAL INFORMATION: Q
I.E.: ALL ZONES TO BE OPERA'T'IONAL FOR A T'O`TAL OF
'TYPE IV CONCRETE BLOCK & !I
Pl(1.-ENG1NLl:.ItLll, ,
STEEL WALLS, ROOF, SPRINKLED BUILDING, S.B.C. 15 MIN./DAY ? 8 MINUTES R,QUIRE
ce
SECTION 400/600, SINGLE STORY, SAVE HEIGHT: 16.0' 4011°
'T'O'TAL SQUARE FOOTAGE: 9,375 UNDEI(ROOF RECLAIMED WATER TORE USED -FOR IRRIGA'T'ION, � � 14w
WAREHOUSE: 3,750 S.F.
WHEN GREY WATER S YST'L+ M IS IMPLEMENTED.
OFFICE: 3,750 S.F. X ad I
ROOF CANOPY 1,875 S.F. ALL GROUND TO BE STABILIZED FOR FIRE
UEPAR`I'MENT ACCESSIBILITY.
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USE
�7 �g�1�Y.,fY .+7lyyykid
SYMBOL QTY. COMMON NAME NATIVE SPECIFICA`T'IONS ZONE
LJ 92 WAX LEAF LIGUS`IRUM N 3 GAL. -24" 11 rr 30" O.C. M
A
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t '} � tF'a' ziYlYs,t`�e��f.-. zr �r � � a^ i � +/ r`� ,- ._ �( �`'•,,,
t
I(GA N SYSTEM TO BE (f) ZONED IANB11D RC -4C, WITH 1-I/2" BACKFLOW 3EVIGE Pk(
CI'T'Y OF SANFORD.
ALL IRRIGATION DEVICES TO BE RAINBIRD OR EQUAL, WITH RAIN SENSOR DEACTIVATOR.
ALIa PLANTS SHALL BE FLORIDA #1 GRADE.
ALL (LJ) LANDSCAPING TO HAVE CYPRES5 MULCH 3" 1N DEPTH,
_ r
..r
pk-41�.X,e,
�� `° fart'(' ►�''`'�, `t«-��•= i�.'�-.,.'',�'�,�>f�'�/
1
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}
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s
F
a i' k
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t #
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?�•i.'� [i i(,j` •�Y �i 3.i�i�fir,]ir ,�rf�} $w�{.,���
{xr,;r : 3 t�aP
rt �- r t': k".{1 i�C
, _ ver ����
W�'�i��
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to �1�� - , . _.. � .. i T,;".�Y���" 1 t -_ ,. , . -
,
r,
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I(GA N SYSTEM TO BE (f) ZONED IANB11D RC -4C, WITH 1-I/2" BACKFLOW 3EVIGE Pk(
CI'T'Y OF SANFORD.
ALL IRRIGATION DEVICES TO BE RAINBIRD OR EQUAL, WITH RAIN SENSOR DEACTIVATOR.
ALIa PLANTS SHALL BE FLORIDA #1 GRADE.
ALL (LJ) LANDSCAPING TO HAVE CYPRES5 MULCH 3" 1N DEPTH,
_ r
..r
pk-41�.X,e,
�� `° fart'(' ►�''`'�, `t«-��•= i�.'�-.,.'',�'�,�>f�'�/
1
�
,{Yr
7"'x'1
DRAWN
�}
CHECKED
DATE
5 __47 rl- F2 T40
SCALE
i 0 `fix 151-
J00 N`'t
SHEET
sgoing!
Two
OF�(. r SHEETS
In
30.28
30.58 -�
OHHU
Ci ro.,I
to
00
w
0 O C N
0
O
O
O c
O
-P
-P
w
0IA
ID0
N
00
CU I
0 I
� I
I
I '
I
wI w
0
� 0
I SIT
FIFTH STREET
(30' WIDE RIGHT-OF-WAY AS PER P.B. 1, PAGE 55)
30.08-\.-. 29.72 29.61-\ 29.96
30.12DIRT ROAD
� 30.07 � 30.00-� 29.87-
/-30.46 Zo S89'50' 50"E ,--- 29.29
/-29.53
9 31
s 3117 Z1. ZIF
_29.95
30
fes']
IQ
PR OSED
9aRETENTION ETENTION PON
29
-30-
31
0-31
31
PROPOSED SILT
FENCE SEE DETAIL
OR HAY BALES
T
�/- 30.26
29.04
PROPOSED SILT
FENCE SEE DETAIL
29.78
634.87' 30.o1
PROPOSED BUILDING
F.F. ELEV. = 31.70
� ca
CONCRETE C, �
29.52 APRON
PROPOSED SILT
29.63
29.38 FENCr SEE DETAIL
15' I
_ N
30.2 (
D4 D `''
31.2 30.7
- � x
31.2 = = GRAPHIC SCALE
' `\ I � �) F- 30 0 15 30 i0
fl10PORD 'C /�
Haat U I 0 =I
_ Fri -0
= D I D ( IN FEET )
M M 1 inch = 30 ft.
op Opp Opp Oo000 O
M.E.SECTION
O O O 0 0 0 0 0 00�
n z INV.=28.3
Haat
Op I
N O °O ✓ N 00
19 0 ° °p /31.1 I W 0191 yl?rr
00 0 o Oo 0 0 0 ,�� °0 93� 31.5 31.4 s� 19 1N s N
O p O 9 O° ` 0 (0 (1) 0
O C C 0 °p / 100
I I
5'
O 0°00 °°
0
VARIES SEE PLANo
a
1 I
o p
I
1,31I
I
v
ONTRACTOR TO GAE
TI
;;u-
_
G -)O
z
o
3
5' MIN. BERM
O O
o
PROPOSED ROCK
- Q 29 30
w
0 -3
0
AND STABAUZE AREA
31
° o
° °
° °°
DRIVE
I0CM
N00
x
"�
o o z
OW
M
M M
-P N
0
00
PROPO
ED ASPHALT
M M
MATCH EXI743
i j w
0
w_ E
4O
w
O0 O0
O0 °°0 °
0°
A
1
--� 1
IIIII
M
0 °o
0 :E
PROPOSED FUEL
3 MIN.
SWALE BOTTOM
4 MIN.
w w 4 MIN.
4 MIN. '----
-=--C
TZ-- I
D
wo
ELEV. = 29.0
o 9 °°p° 0°°o°0
o 0 0 0 1 °°°°°
TANK ISLAND
31.0 31.0INV.=28.2
D
DISTURBED AREA TO
T O rn
O�19 0s p,�
ADING AND DRAIN
1 to = 30'
Pot (Opttonsr 2" x i or Optional Post Position Princlr/e Post Position
J Min. Dia. Wood Steel !
_ Y (Cantel 20' Toward Flow)
1. 3 Lbs/Ft. Mind G' Max. Filter Fabric (in E r
Conformance With t
Seo. N5 FDOT Spec.)
Filter Fabric
c I SI/t Flow
ELEVATION SECTION
Noted Silt Fence to be raid for under the contract unit price for Staked Silt Fence (LF).
TYPE III SILT FENCE
SILT FENCE DETAIL
NTS
NTS
NOT VALID FOR
CONSTRUCTION UNLESSA % � ����L� % CONSTRUCTION
SIGNED THIS ..�-/ V EQUIPMENT
BLOCK EQUIPMENT INC. AND SUPPLIES
RENTALS
SANFORD, FLORIDA
SALES & SERVICE
5'
5'
VARIES SEE PLANo
11' VARIES 8' 5' 5'
1 I
o p
I
1,31I
I
O
T1
0
co cfl
TI
;;u-
_
G -)O
z
o
3
5' MIN. BERM
O
i
- Q 29 30
ELEV. = 30.33
0 -3
0
SD
31
o C:)
Ia)
o
O Z)
W m EDGE OF
"�
o o z
OW
2'
M M
-P N
M
ASPHALTOf
J
M M
MATCH EXI743
i j w
0
w_ E
4O
w
w ! I Ld
A
MIN.
1
--� 1
6"
1
O �
`� `IA 1 1 a MATCH EXIST. GRADE
3 MIN.
3 MIN.
SWALE BOTTOM
4 MIN.
w w 4 MIN.
4 MIN. '----
NOTE:
wo
ELEV. = 29.0
OVER FLOW WEIR I
I
D
1. ALL
DISTURBED AREA TO
BE
SECTION
A -A_
EL. = 29.67
4'x4'x4" CONC. PAD
SODDED
WITH
BAHIA SOD
/ EL = 29.33
NTS
NOT VALID FOR
CONSTRUCTION UNLESSA % � ����L� % CONSTRUCTION
SIGNED THIS ..�-/ V EQUIPMENT
BLOCK EQUIPMENT INC. AND SUPPLIES
RENTALS
SANFORD, FLORIDA
SALES & SERVICE
PROPOSED FENCE
:3 5' 5' 15' 20' 6' VARIES SEE PLAN
BERM SODDED SEED AND MULCH BOTTOM OF POND
o
M o
M
MATCH EXIST. GRADEw w w -
5 1 w 61 S(pp Uj
6
p S.H.W. ELEV. = 27.5 rnsl
NOTE:
1. ALL DISTURBED AREA TO BE
SODDED WITH BAHIA SOD.
2. POND BOTTOM TO BE SEEDED
AND MULCHED
0
rn
N
Li
PROPOSED FENCE
20' BERM z
6' 10' 5' 5'
SODDED
0 0 0 �
CD °"
�w
Li UJ MATCH E (M. C4M
6 • _� 1 5
6
LEGEND:
BUILDING
CONCRETE
ASPHALT PAVEMENT
SANITARY SEWER LINE
CONTOUR
SPOT ELEVATION
MITERED END SECTION
EXISTING
PROPOSED
I
1 I
o p
I
1,31I
I
O
T1
0
co cfl
TI
;;u-
_
G -)O
COARSE W/ CONC.
/Top
30
29
9
O
i
- Q 29 30
ELEV. = 30.33
31
SD
SD
31
---- 77 ----
76.7 66
76.2 OR
Ia)
'rte
0
0
w I
0
o
O)
w J
0
2'
4'
-P N
PROVIDE 4'x4'x4"
ALUM. SKIMMER
felCONC.
0
A
SLAB I
I
6"
6"
EL. = 29.33
EACH SI E OFTWALL I
ALUM. SKIMME _
SWALE BOTTOM
I
C
wo
ELEV. = 29.0
OVER FLOW WEIR I
I
D
MI
SEE DETAIL THIS SHEET I
EL. = 29.67
4'x4'x4" CONC. PAD
f
D
\
/ EL = 29.33
/EL. 29.0
BLOCK 14
ALT. HOOK DIRECTION
SWALE �C"''"-"'"'-
CONTRACTOR TO GRADE ---- --� '�!
=
4'x4'x4" CONC. PAD
Co
<
EXISTING ROAD DITCH TO
EL. = 27.67
D
3 NO. 5 CONT.
INSURE POSITIVE FLOW (
350± L.F.
(3' MIN. COVER) .
;;a
0
3000 PSI CONC.
I
I
I
TSEE H S S EET RETAJNING WALL
DEVIL
m
I j
I
N.T.S.
10
.......
ID19,9�19
I
I
I
or
��
`9 30.42
1-10
I
LEGAL DESCRIPTION:
i pp
o I
0
BLOCK 14, M.M. SMITH'S SUBDIVISION, ACCORDING
TO
THE PLAT THEREOF AS
RECORDED I Cn
PROPOSED SILT
0
I
N
C
o
N
IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC
RECORDS
OF SEMINOLE COUNTY,
FLORIDA. FENCE SEE DETAIL
CONTAINING 9.401 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS
OF RECORD.
I +
SURVEYOR'S NOTES:
��.�
4
EXISTING
Nv:=2aG31oN
I
ELEVATIONS SHOWN HEREON ARE BASED ON
A P.K. NAIL AND /2005 DISK IN
EXISTING---�
THE WOODEN UTILITY POLE M.E. SECTION
T118
pi
LOCATED AT THE SOUTHEAST CORNER OF AERO ROAD AND JEWETT LANE. SAID NAIL AND DISK HAVING INv.=27.84
AN ELEVATION OF 31.85, SEMINOLE COUNTY,
FLORIDA
DATUM.
PROPOSED FENCE
:3 5' 5' 15' 20' 6' VARIES SEE PLAN
BERM SODDED SEED AND MULCH BOTTOM OF POND
o
M o
M
MATCH EXIST. GRADEw w w -
5 1 w 61 S(pp Uj
6
p S.H.W. ELEV. = 27.5 rnsl
NOTE:
1. ALL DISTURBED AREA TO BE
SODDED WITH BAHIA SOD.
2. POND BOTTOM TO BE SEEDED
AND MULCHED
0
rn
N
Li
PROPOSED FENCE
20' BERM z
6' 10' 5' 5'
SODDED
0 0 0 �
CD °"
�w
Li UJ MATCH E (M. C4M
6 • _� 1 5
6
LEGEND:
BUILDING
CONCRETE
ASPHALT PAVEMENT
SANITARY SEWER LINE
CONTOUR
SPOT ELEVATION
MITERED END SECTION
EXISTING
PROPOSED
NO'5 CONT. FILL TOP
6"
COARSE W/ CONC.
/Top
i
ELEV. = 30.33
SD
SD
---- 77 ----
76.7 66
76.2 OR
77
74.5
i 9 `�
FILL ALL CELLS W/ CONC.
WEIR CUT ELEV.=29.67
4
2'
4'
WEIR
ALUM. SKIMMER
GENERAL NOTES
1. DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PROVIDING OF THE APPROPRIATE CLEARANCES
FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS
REQUIRED BY THE PLANS, SPECIFICATIONS, UTILITY AUTHORITY, AND
ANY GOVERNING AGENCY. THE CONTRACTOR MUST NOTIFY THE ENGINEER
IMMEDIATELY IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE.
2. CONTRACTOR IS TO VERIFY LOCATION OF ALL U/G UTILITIES PRIOR TO
START OF CONSTRUCTION.
3. ALL PAVING SURFACES SHALL BE GRADED TO DRAIN POSITIVELY IN THE
DIRECTIONS GENERALLY SHOWN BY THE FLOW ARROWS. PAVED SURFACES
SHALL ALSO BE GRADED TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING
SURFACE FOR VEHICLE WITH NO SHARP BREAKS IN GRADES, AND ANY
UNUSUALLY STEEP OR REVERSE CROSS SLOPE.
4. ALL PRIVATE AND PUBLIC PROPERTY, WHICH IS OFF-SITE OR IN
EASEMENTS ON-SITE, THAT IS AFFECTED BY THIS WORK SHALL
BE RESTORED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER
THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK.
5. THE CONTRACTOR IS TO PREVENT SOIL EROSION OFF-SITE DURING
CONSTRUCTION BY USING METHODS WHICH MEET THE FLORIDA DEPARTMENT
OF TRANSPORTATION'S AND S.J.R.W.M.D. REQUIRMENTS.
6. ALL DISTURBED AREAS ON AND OFF SITE SHALL BE SODDED W/BAHIA SOD.
7. THE PROPOSED EROSION do SEDIMENT CONTROL SHOWN ON THE PLAN ARE
OF A MINIMUM REQUIREMENT UTILIZED DURING AND AFTER CONSTRUCTION.
ADDITIONAL CONTROLS TO BE UTILIZED AS NEEDED, DEPENDENT UPON ACTUAL
SITE CONDITIONS AND CONSTRUCTION OPERATIONS.
PROPOSED FENCE
20'
5' 5 ERM 10' 6' VARIES SEE PLAN
SODDED SEED AND MULCH
o_
CD 0 0
M
MATCH EXIST. GRADE •J J
w I w v3 N
61
5 L 84 �
5 1
6
p S.H.W. ELEV. = 27.5 mal
NOTE: -
1. ALL DISTURBED AREA TO BE
SODDED WITH BAHIA SOD.
2. POND BOTTOM TO BE SEEDED
AND MULCHED
SECTION C -C
I NTS
6' 20'
SODDED BERM EDGE OF
q GRAVEL
0
C)
N C W
J S��e
Uj
6 J
SECTION B-B-
SITE
ENGINEERING AND PLANNING
550 NORTH BUMBY AVE, SUITE 145
7
ORLANDO, FLORIDA 32803
TEL. (407) 898-7005 FAX (407) 898-0790 DESIGI
REVISIONS _BY___CHECKED ENGINEERS * PLANNERS * LAND DEVELOPMENT MP
PROJECT NO,
96-19
SITE G AND DRAINAGE P DATE 11/04/96
SCALE 1 rr = 3 0
.D BY DRAWN By CHECKED BYAPPROVED 11Y
J K M P M P SHEET 1 OF 1
NO'5 CONT. FILL TOP
6"
COARSE W/ CONC.
/Top
ELEV. = 30.33
NO. 5 VERT. 0 24" O.C.
FILL ALL CELLS W/ CONC.
WEIR CUT ELEV.=29.67
4
2'
4'
WEIR
ALUM. SKIMMER
-
ANCHORD TO WALL
6"
6"
EL. = 29.33
ALUM. SKIMME _
SWALE BOTTOM
ELEV.=29.0
--EL. = 30.33
ELEV. = 29.0
ROAD SWALE
MI
EL. = 29.67
4'x4'x4" CONC. PAD
4'x4'x4" CONC. PAD
\
/ EL = 29.33
/EL. 29.0
-
ALT. HOOK DIRECTION
SWALE �C"''"-"'"'-
=
4'x4'x4" CONC. PAD
Co
NO. 5 0 24" O.0
EL. = 27.67
3 NO. 5 CONT.
0
(3' MIN. COVER) .
3000 PSI CONC.
WEIR
DETAIL
TSEE H S S EET RETAJNING WALL
DEVIL
3'
2,-O„
N.T.S.
...
.......
_ .. - - - -
SECTION B-B-
SITE
ENGINEERING AND PLANNING
550 NORTH BUMBY AVE, SUITE 145
7
ORLANDO, FLORIDA 32803
TEL. (407) 898-7005 FAX (407) 898-0790 DESIGI
REVISIONS _BY___CHECKED ENGINEERS * PLANNERS * LAND DEVELOPMENT MP
PROJECT NO,
96-19
SITE G AND DRAINAGE P DATE 11/04/96
SCALE 1 rr = 3 0
.D BY DRAWN By CHECKED BYAPPROVED 11Y
J K M P M P SHEET 1 OF 1
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OF Jim m
7 r I
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I Itc, Q V I jt�'; F INTS:
"AL 9 lur, HOW
CITY OF
'E F R SITJ��P PA IM G
N
N G RATION QVIRML
�STORAGE: $CHM)ULLPH-4
EOF A$
ACCOIW MANUFJ
TE N1 BLOC
S, 23 KE I I SMITH'S SUBDIVISION,
It EACH
FOOTNO'Jmf (3i 8 ?A ES PLUS I SPACE PL
8 OF SE MINOLF,
L
10 S_
'000 SF. OF
ARAGR 4 1 AC",S' L
I(L?COIWFIY IN, P AT BOOK, PAGE 55 Or RECORD
THE PVIJLJ
N
TY FLORIDA. CONTAINING 9 0 Olt LESS. ADDITIONAL JOU VJLDINq P OOR AREA
OVER
ORE
H! NE IET 40 OUN
4
E
;11 G VTIIZ Di 2,8,2 ACRE 8, MORE OR LE SS.
(WORST CONDITIO �EV ACTU - N 4 N) AL
�ALN�
Q
BY
2
MINIM UM, PARKING SPACER S
2� $PAC 8 R T.
ZONING: MI 'VERY LIGMANDUFRIAL DIS T CT
IT TOTAL. BLDG. S,fi) (4,000,
�y,
IGHT: .3L5`(ACfVALRJDG QR);;a 4)972 MA4 IN M HE _HT: 2 OK
PER AL.- Not
CT X
A
:88 CESREQ
N J, PARKING SPACESIN JCATJ14 (WHATEJ RIVIN
$E TBACS
INO
§T� FRONl 501 BUILDING,
),12-X,20
HDC 'S -ACt S,(I iss. I $PAC I, SHOWN
p
5, AccE
FFL, R (UN
10'X 20,PAAKING SPACE S; MUM
CIT D
FRONT 251 LANDSCAPE BU AVE
UP
EWgg G,� SIDE 151 BUILDING
rQVTjjEjMPEgV OVSBVIbJ)IN P; s
TAL SPACES INDICAED:. 148PACES
U RE AR
TO
ff AA 201BVILDIP4G
14 PACES�:8SPA0�4SREQUOIZI)
IE
INI 'ENDE N'PAL E QUIPMENT
LM%T "OF
160, X,26W CAPACITYo,
T STORAGE
1000 cl, F
IT STORAG E� OF RE
BUILDING AREA
USE
. . . . . . . ; PERVIO US AlWw�$: 9$37$$
509'$:F.
ASPHALT DRJVE&,� -
B/C FAMILY PART NERSIMPs LIMITED
2�,UO S-1
11909 S. oltANOL OSSOMTRA L
D -
CONCRETE PA
ORLANDO) #L 32837-94io 'I LRVIOU$ AREA: 34,095 S,F.
Z
D
AM IPA a "N TOTAL SIT V PLAN: 123 974 S.F,
TO 'AL, IMP
PA
H
If LN A NT: NE
MR, DUA .. CLARKSON CL
ALDE N ItUt N
TALt,QUIPMENT
34,095 S.F. 123j974 S.F. 280/9 TOTAL IMPE RVJ0 US ARE it
r
-ORANGE BLOSSOMTRAIL,
1,1909S. lij
Fl, 3283
79410
'(fAl t4) IRIUGATION DESIGN CRITERIA: 4 C)
LOYEE COUNT (7 PEOPLE) z
'All VE) ESTIMATEDMAXtIVIP z
w
APPLICANT: KEVIN J. SPOLSKI (REPRESEN'l 0 7 EMPLOYEES 50 G.P,.D 350,GIAD.-USAGE
'4W
.4W,, T.N. DAVIS, P.E. 07857(CIVIL_ENGJNE ER)
SPRINKL
ER fl;Ab COUN cn
2805 CARRIER AVENUE
4R IJEADS 1.5 G.P.M. 30 G.P'.M.
210 SPRINKLE
PHONE (407) 3�2-8424 45 G.P.m.
TOTAL WA' 11CA USAGE
FAX, -8436
THE RE FORE:
PA VtAdENr 8YMBOL (407)322
L
5 -r- ba SANFORDI FL 32773
ED PA BKLNg
MkDICAPP, 350 45�G MIN./I)AY (MINIMPY1 USAGE)
STRUCTURAL INFORMATION;
Nor ro ScAte
Q,W - - r *1
L E 8 To BE OPE RXIJONAL ]FOR A'TOTAL OF PREJ -ENGINEERE DiTYPE IV� CONCRETE LOCK ALL ZONE maw
45 IYIINJDAY 8 MINUTES 14EQUIRE, 1)
EL WALLS� ROOF SPRIN
KLE, B
STE
CTION 400/609) SINGLE $TORYs EAVL HEIGIIIT: 16.0'
'RE CLAIMED WATER To BE USM) FOR IRRIGATION,'
TOTAL 8Q VARE F �rM UNDERROOF
oujrAOu
WHEN GRE Y WATL 11 SYSTEM IS IMPLE MENTE D.
WAIMIROUSM, 3175 al?i
1A, OFFI 3750
BILIZE V FOR FIRE,
ROOF CANOPY
I �$70 S.F. ALL GROUND TO BE STA
NACCE SSID1 ITY.
DEPAWfML L
f S TO BE
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