HomeMy WebLinkAbout500 Aero Ln Site plan (new construction)FIFTH STREET
PROPOSED SILT LEGEND: EXISTING PROPOSED
(30'WIDE RIGHT-OF-WAY AS PER P.B. 1, PAGE 55) FENCE SEE DETAIL N N
30.08 29.72 29.61 29.96
CONCRETE c4 �
BUILDING
30.28 29.78 29.52 APRON
• DIRT ROAD CONCRETE .. •.
30.58 30.12 30.00 29.87
30.07
30.46 , >' » 30.70 30.26 > 0 29.63 PROPOSED SILT
29.38 FENCE' SEE DETAIL ASPHALT PAVEMENT
--OHU OHU
/- 29.53 B /'29.20 S89 50 50 E - 29.29 29.04 634. 87 3 -01 A
SANITARY SEWER LINE SD SID
• 31 ---- ----
9 1 77 77
w 3 1
5
CONTOU
R
l)'
N i
95 30.2 --- ---- I �/ I N SPOT ELEVATION ,/ oR 74.5
- -- 76.7 �66
A) D4
76.2 f
31.2 31,2 =I� MITERED END SECTION
T I = GRAPHIC SCALE
° `\ I / n 30 0 15 30 60
30 - • roam
t V/
29 I o =I -i
PROPOSED BUILDING _ -I DID IN FEET
= o < > L��h - 3o ft. GENERAL NOTES F.F. ELEV. = 31.70 : � �;o • •-.,Q.•° - r�l m .
M.E.SECTION 1. DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE
M 000 °o° Oo° 000°o°o°o° oo° C INv.=2s.3 RESPONSIBLE FOR THE PROVIDING OF THE APPROPRIATE CLEARANCES
N 0 00 I N �I FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS
ov CD REQUIRED BY THE PLANS, SPECIFICATIONS, UTILITY AUTHORITY, AND
�9 �p 00 0 :. �� CON0 ANY GOVERNING AGENCY. THE CONTRACTOR MUST NOTIFY THE ENGINEER
p p o 0 o e 31.1 I w o �9 IMMEDIATELY IF THAPPROPRIATE
p A `�� o0 0 000 0 0 0 �9p °o ps 31.5 �9 1 E CLEARANCE IS NOT AVAILABLE.
w oo p o p �_ 31.4 L d, I w N N 1 2• CONTRACTOR IS TO VERIFY LOCATION OF ALL U/G UTILITIES PRIOR TO
0 o PR OSED o 0 0° !! ` Q CO 0D START OF CONSTRUCTION.
C C J ( J �w
N o RETENTION PON
°o c o°0 00 I `� -' ' 3. ALL PAVING SURFACES SHALL BE GRADED TO DRAIN POSITIVELY IN THE
ETENTION ° 0° I �; DIRECTIONS GENERALLY SHOWN BY THE FLOW ARROWS. PAVED SURFACES
o I i I CONTRACTOR TO GRADE' SHALL ALSO BE GRADED TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING 1
Z 1, w I AND STABALIZE AREA SURFACE FOR VEHICLE WITH NO SHARP BREAKS IN GRADES, AND ANY
o° ° PROPOSED ROCK M UNUSUALLY STEEP OR REVERSE CROSS SLOPE.
00 00 00 o DRIVE - 0 I
0 00 ° °o PROPO ED ASPHALT I I Z ^ 4. ALL PRIVATE AND PUBLIC PROPERTY, WHICH IS OFF -SITE OR IN
° o EASEMENTS ON -SITE, THAT IS AFFECTED BY THIS WORK SHALL
o 000 °o ' I m BE RESTORED BY THE CONTRACTOR TO A CONDITION EQUAL ,TO OR BETTER
o0 o n THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK. !
-P 0 0 0 `�'� r- _ 5. THE CONTRACTOR IS TO PREVENT SOIL EROSION OFF -SITE
00 = o PROPOSED FUEL DURING l
0 o M.E.SECTION I Z CONSTRUCTION BY USING METHODS WHICH MEET THE FLORIDA DEPARTMENT
° o 0 0 000 ° 0 000000 ° 0000 000° ° ° TANK ISLAND 31.0 31.0 INv.=2s.2 O OF TRANSPORTATION'S AND S.J.R.W.M.D. REQUIRMENTS. I
O 6. ALL DISTURBED AREAS ON AND OFF SITE SHALL BE SODDED W/BAHIA SOD.
29 30 I y 7. THE PROPOSED EROSION & SEDIMENT CONTROL SHOWN ON THE PLAN ARE
30 .p �9 O 19 A 29 ,� O OF A MINIMUM REQUIREMENT UTILIZED DURING AND AFTER CONSTRUCTION. I
w O S 29 30 1 ' I N DO _ ADDITIONAL CONTROLS TO BE UTILIZED AS NEEDED, DEPENDENT UPON ACTUAL
N 31 31 I wo wo I L4 (0 p SITE CONDITIONS AND CONSTRUCTION OPERATIONS. I
ao 31 31 a, o o L4 coo (�
4; N w I °' 0 0
►�► 0 i
PROVIDE 4'x4'x4" I F
B O CONC. SLAB AT
A EACH SIDE OF WALL ( i
PROPOSED SILT c CC
OVER FLOW WEIR I . I D C
O ( FENCE SEE DETAIL o SEE DEraIL THIS SHEET I r- D
OR HAY BALES I m O PROPOSED FENCE
i
CONTRACTOR To GRADE I l Uji
= 20
BLOCK 14 EXISTING ROAD DITCH TO I > 5' S BERM 1 O' 6' VARIES SEE PLAN g' 20' I
INSURE POSITIVE FLOW I D
: I SODDED SEED AND MULCH SODDED BERM
(rI I 350t L.F. EDGE OF
m CL
o 0 0 GRAVEL
EXIST. GRADE o
MATCH 1 J
u.i Uj ai W
`i 29 2 I I 5 6 S(�p w w
'J ,9 a F :. pip s O�� O p '9cP O? 30.42 -1 `10 1 6 6 1
LEGAL DESCRIPTION: I (D o I 1 f
cj I P. I N N w w o p S.H.W. ELEV. = 27.5 msl
BLOCK 1400 (0, M.M. SMITHS SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED PROPOSED SILT I ' �" o I N N NOTE
PLAN
IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FENCE SEE DETAIL I 1. ALL DISTURBED AREA TO BE
S ITE G�RAD I N G :AND D AINAGE CONTAINING 9.401 ACRES, MORE OR LESS. I SODDED WITH BAHIA SOD.
L
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. I 2. POND BOTTOM TO BE SEEDED
1 4
EXISTING AND MULCHED
SURVEYORS NOTES: I �._/:=28G31oN ;
ELEVATIONS SHOWN HEREON ARE BASED ON A P.K. NAIL AND #2005 DISK IN THE WOODEN UTILITY POLE EXISTING T►o EXISTP
LOCATED AT THE SOUTHEAST CORNER OF AERO ROAD AND JEWETT LANE. SAID NAIL AND DISK HAVING INv.=27.84
f'o 1 (U011onsr C x a" Or I I Optlawl Post Post/Ions - Pncolplo Post Position AN ELEVATION OF 31.85, SEMINOLE COUNTY, FLORIDA DATUM. I �""
i (Conted 20' Toward Flow)
}*-� SECTION C C
min. Oia. Wood: Steel \
1. :! [.Gs/Fl, mh.J - , � FI/ter fulxiu (In $ � , tWs
6 max. Conformance Nlth 1
Sec. 965 FOOT Spec.) , y
to _-Fllier FuhrlC
pr
SIN Flow • '
No•5 CONT. FILL TOP
_ w 6" COARSE W/ CONC.
PROPOSED FENCE PROPOSED FENCE
ELEVATION SECTION. w 20' BERM Z TOP ELEV. = 30.33
' VARIES SEE PLAN _ NO. 5 VERT. 0 24" O.C.
5 5' 15' 20' 6 6' 10 5 5' WEIR CUT ELEV.=29.67
Nolen 51rt Fence to be paid for under the contract un/i price for Stoked SIIt FBrice ([Fl, ,' ': � - -- � FILL ALL CELLS W/ CONC.
TYPE $ SILT FENCE o 0 o BERM SODDED SEED AND MULCH BOTTOM OF POND SODDEDEL
Z 4' ALUM. SKIMMER -
o S o 4 llE.i ANCHORD TO WALL
O O fl
IL M o M r� M ° 6 6' EL. = 29.33
SILT FENCE DETAIL
MATCH EXIST. GRADE -� o o -� -� �. _ ALUM. SKIMME ELEV.=29.0
SWAL.E BOTTOM
j ui ui ui w N N ui W �' MATCH ExlSf. GRPDE '� �' ELEV ROAD SWALE
NTS 1 6.� 30.33 = 29.0
•
1
5 1 �pF ' ' 4�j 1.5' \ /
- - 6 6 EL. = 29.67 4'x4'x4" CONC. PAD 4'x4'x4" CONC. PAD'
w \ EL 29.33 �t
5' 5' VARIES SEE PLAN o ca--_--�_� _- VARII I w 8 5' 5' -- 29.0 ALT. HOOK DIRECTION
5' miN (' BERM 7 S.H.W. ELEV. = 27.5 msl SWALE .� : 4'x4'x4" CONC. PAD _ o
,,, = NO. 5024"O.0
w o o c o No o _ NOTE: -
p M �,LO � �°FM 1. ALL DISTURBED AREA TO BE _ 3 No. 5 CONT.
EL. = 27.67
D: _ ,� I _J _J SODDED WITH BAHIA SOD. o (3" MIN. covER�
MATCH EXIST. GRADE D u.i ui 'i t F?E� I W a.
w
2. POND BOTTOM TO BE SEEDED 3000 PS CONC.
3 IN. 1 L- - 1 1 1 MATCH Exlsr. GRADE AND MULCHED
J 1 SEE RETAINING WALL DETAIL S
3 MIN. h MIN. 4 MIN. THIS SHEET
3 MIN. 4 MIN. WEIR DETAIL 2'-0"
MOTE: ,
N.T.S. RETAINING WALL
1; ALL =DISTURBED AREA TO QE
SECTIONWA- A SECTION B-13 Q.T.S.
SODDED WITH BAHIA SOD. ----
NTJ'
NTS
i
..
NO VALID I 1;':? PROJECT N0,
A��PItOVE CONsrRucTIO I #`; t_5S ^�'/'/^•� 1 CONSTRUCTION SITE ENGINEERING AND PLANNING 96-19
7 SITE GRADING DATE ----
. �.�;;��rE�,_��rZG F�,AIrS SIGNED li�l , e F-II S � AEQUIPMENT
EQUIPMENT - 550 NORTH BUMBY AVE, SUITE. 145 AND DRAINAGE PLAN
DASE._-/a �� UZPMENT INC. AND SUPPLIES11/04/96
_ FL
ORLANDO, ORIDA 32803 c
BY
RENTAL _ 30'
, S
SCALE
SANFORD, FLORIDA
TEL. (407) 898--7005 FAX (407) 898-0790
DESIGNED BY DRAWN H CHECKED BY APPROVED BY i
SALES & SERVICE * N�
rawas.
DATE REVISIONS BY CHECKED ENGINEERS PLANN 5 LAND DEVELOPMENT M P JK M P M P „ HEEr 1 OF 1
E
I
r
X �O
X
N _�
�
P 1G O
G ,N
2
*{ y■
d /Y
Y
�•
» i
GppA .n-2 .3U1 0 c
,.,.�gr. `'".".'.`.' ,
., '.,'
�.1^At'1,'..VJ�4t:t�: , ., ^ :'.'•
N.
2
.: .
:�-'"
}Tf
REVISIONS
BY
E
y
t
uj
-7 M
uj '
�5 C 4cn
uj
�.'- - !
Ow Ell
0
00
p
5�;I
pe
�' •.
,,' f
Ao
l
Qu
k
...sn
FMMM�`ttt
. $14
u
„
'{F
414,
Izi
axi 2
U
M-0 11cm--M
FIEVISION5
ay
LEG L �CSWPJJQN:
PAIWING RE, QUiRE ME NTS:
A Q
BLOCK 14, M-M, SMITH'S SUBDIVISION, ACCORDINGTO'.111L PLAl"I'llEREOF
MANUFJ$TORAGE: SCHEDULE 11-4
JtC4 CORVE D IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC RECORDS OF SEMINOLE
FOOTNOTE (3) - 2 SPACES PLUS I SPACE PE It EACH
COUNTY: FLORIDA. I CONTAINING 9.401 ACRE, S, MORE OR LE SS.
ADDITIONAL I tOOO SX. OF B UILDING.fLOOR ARE4 A OVER
ACTUAL LAND BEING Ul I ILIZED; 2.842 ACREf 8, MORE OR LESS.
4,000 S.Fi OF FLOOlt ARE A.
THERE FORUI:
ZONING: MI-2, VERY LIGHTIN.D.USTIUAL DISTRICT
MINIMUM PARKING SPACES 2 SPACES REQ'D.
TOTAL BLDG. (9,375 SX.) - (4,400 S.F.)
MAXIMUM HEIGIFI .35'(ACTUAL RIDGE HEIGHT: 21'A.FX.)
5)375 SX. / 1,000 S.F., SEACE S MT.
TOTAL SPACES REQ�D.' 8 SPACES REQ'D.
SETBACKS: FRONT - 50'BUILDING
PARKING SPACES INDICATED: (WHITE STRIPING)
—
FRONT - 25'LANDSCAPE BUFFER (UNPAVED)
lIDCP. SPACES (1) 12'X 20'&'5'ACCESS: I SPACE SJIOWN
SIDE . 15'BUILDING
10'X 20'PARKING SPACES: 13 $tACEI SSHOWN
RE Alt - 20'BUILDING
TOTAL SPACES INDICATE D: 14SPACES
14 SPACE' S �: 8 SPACES REQUIRE D
INTENDED USE: STORAGE OF RENTAL EQUIPMENT
IMPERVIOUS ARE AS: B UILDING AREA: 9,375 S.F.
OWNER: B/C FAMILY PARTNERSHIP, LIMITED
SIDEWALK: 500 S.F.
11909 S. ORANGE BLOSSOMTRAIL
ASPHALTI)RIVES: 23,320 S.F.
z
uj
ORLANDO, FL 32837-9410
CONCRETE PAD: 900 S.F.
(n
0
T OTAL IMPERVIO US AREA: 34,095 S F.
w
>
TE NANT: MR. DUANE CLARKSON
TOTAL SITE PLAN: 123,974 S.F.
W
J
UJ
ALDE N RENTAL EQUIPMENT
m
11909 S. ORANGE BLOSSOMTRAIL
34,095 S.F. / 123,974 S.F. = 28%TOTAL IMPE RVIOUS AREA
X CL :D
ORLANDO, FL 32837-9410
UJ'
(fA I t4)
IRRIGATION DESIGN CRITERIA:
CIP <
z
-w
APPLICANT: KEVIN J. SPOLSKI (RE PRESE NTATIVE)
ESTIMATED MAX. EMPLOYEE COUNT(7 PEOPLE)
.4
Oz
0 w z
T.N. DAVIS, P.E. U7857 (CIVIL ENGINE E R)
7 EMPLOYEES @ 50 G.P.D. = 350 G.P.D;- USAGE
0 6
u
ev/
1;elflol
2805 CARRIE R AVENUE
SPRINKLER HEAD COUNT-
W,� �
SANFORDt FL 32773
20 SPRINKLER HE ADS @ 1.5 G.P.M. = 30 G.P.M.
w 0
ce,
44
PHONE: (407) 1,22-8424
FAX: (407) 322-8436
RINKU% HEADS @ Q,75 G.E.M. = 15,
TOTAL WATER USAGE 45 G.P.M.
ON
u
THERE FORE:
STRUCfURAL INFORMATION:
350 G.P.D. / 45 G.P.M. = 8 fvllN./J)AY (MINIMUM USAGE)
U8.
PRE -ENGINEERED, TYPE IV, CONCRETE BLOCK &
l.k ALL ZONESTO BE OPE RATIONAL FOR ATOTA L OF
wow
STEEL WALLS, ROOF, SPRINKLE 0 BUILDJNG, S.B.C.
15 MINJDAY 8 MINUJ .1 QUIREi D
'ES'RL
SECTION 400/600, SINGLE STORYt EAVE IIEIGIIT: 16.0'
T OTAL SQUARE, FOOTAGE: 9,37� UNDLeltROOF
RE' CLAIMED WATER TO BE USED FOR IRRIGATION,
WAREHOUSE: 3,750 S.F.
WHEN GREY WATER SYSTEM IS IMPLE MENTED.
Im Lu
OFFICE: 3,750 S.F.
ROOFCANOPY 1,875 8.11'. ALL GROUND TO BE STABILIZED FOR FIRE
Ir
0, m Or
PzNlgi , � 1, , r DEPAR'I'MENT ACCE SSIBILITY.
olll�, , 45 Ll
12 F: I �Pk), A 0 1 �9—A,0111A
ALL A'D.A. FLORIDAINATIONAL CODE 8 TO BE
INCORPORATED INTOTOTAL DESIGN.
rl
pig, P, 0 A
7"
"'t P
'r 5-t rs
0
Oro ��i All
YA A
F
A.V
g, 'T�� OR,
"U,
-�q
tAl"
'gq,-,f �p
J11
Kitt I
41
2, li�l
tlll� IN X '�t il, g
tl�, K
g
v
'v
"RM w- vlf
v
Rmlk�, a _'zy
wjr-
K-
to
mo
4t
A 1114-
T
0-
Y,
"V
g
R
?v
�A
rr
QTY.,
CQM MQN NAM)E
�NA�flVf,.
- �PECJFICATJONS,
-2�ONE
7W
N
3 GAL.-24" H @ 30" OX,
M
-LAU L QAK
N
BID 10'- 12'@ 2 1/2" T.
A
i',
In
lol
V-11 E�/-\ Lle;V4
6F��T!�o J-q A&M-r
!elk
DRAWN
CHECKED
1"d 1-1, 1 l5v� r� �44
SHEET
IS
Two
0 F SH EETS