3601 Orlando Dr - BC08-002124 (KFC) DUMPSTER (A)PERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER 45;:�Fc,,
—.
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # V t�'` DATE 40 lk
PERMIT DESCRIPTION �..
PERMIT VALUATION cw 1�
SQUARE FOOTAGE
n
b
d
i
V
b
d
cn
4
1
n
b
d
EXIST. FIRE
HYDRANT TO 1
REMAIN /
SITE UTILITY PLAN
/ INVERT=45.50
�A
oz
AMERII.An ®RIGHT OF WAY VARI
Al
PROJECT
LOCATION
417
.LOCATION MAP N
NOT TO SCALE
SE INOLE CEWRE
PLAT BOOK 62, PAGES 39-40
- CENTERLINE 15' WATERLINI
ES EASENIENT, ORB 1795, PG 1429
BOULEVARD
CRETE CURBING ___------ - ---�_� _
CRETE�:4_
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Fee
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- -- _ ---- --- - o�w --�- 0 �'� PHI �" F 83 , PG- 1765
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EXIST. SAN MH- -762.12 0
/ / f 102 O/
:..,
� CONCRETE �
GRAPHIC SCALE /
0 10 20 40 /
( IN FEET) /
1 Inch = 20 ft.
4 �W
ooh
¢/ C
<v
EXIST. 6 SAN
SEWER LATERAL
POINT OF
CONNECTION AT
EXIST. LATERAL
TRASH ENCLOSURE SLAB
TO BE 6" MIN ABOVE
SURROUNDING GRADES
SEUNOLE CENTRE
PLAT BOOK 62, PAGES 39-40
j/ LOT 2
r"1
Know what's below.
Call before you dig.
LEGAL DESCRIPTION:
(OFFICIAL RECORDS BOOK 2196, PAGE 0956)
All the certain land situate in Seminole County, Florida (the "Property") being more particularly
described as follows:
OUTLOT 1 (Revised)
Commence at the East Quarter corner of Section 11, Township 20 South, Range 30 East, Seminole
County, Florida; run South 02'16'26" West, 716.31 feet; thence North 71'27'34" West,
1077.22 feet to a point on the easterly right-of-way line of U.S. Highway 17-92; thence South
25'47'00" West, along said " right-of-way line, 146.00 feet to the POINT OF BEGINNING;
thence, easterly along a curve concave northerly having a radius of 250.00 feet through a central angle
of 32'23'57" a chord bearing of South 85°35'11" East, an arc distance of 141.37 feet to the
end of said curve and the beginning of a curve concave southerly, having a radius of 224.98 feet;
thence easterly along said curve through a central angle of 11'14'57", a chord bearing of North
83'f5O'19" East, an arc distance of 44.17 feet to the end of said curve; thence South
31'41'32" East, 28.25 feet; thence South 23°41'30" West189.26 feet; thence North
72'13'00" West, 200.00 feet to a point on the easterly right-of-way line of U.S. Highwayl7-92;
thonce North 25'47'00" East along said right-of-way line, 158.00 feet to the POINT OF
BEGINNING,
Containing 0.7944 acres.
Together with an easement for drainage across certain property to the south of the Property,
as outlined in that certain warranty deed (the "Heritage Deed") dated November 8, 1985, from Horne
Properties, Inc. to Heritage Federal Savings and Loan Association, such deed being a record in
Off=icial Records Book 1689, Page 309 of the Public Records of Seminole County, Florida, as
corrected by a Clarification of Easement dated December 27, 1989, being of record in Official
Records Book 2138, Page 1899, of said Public Records of Seminole County, Florida.
This Site lies in Section 11, Township 20 South, Range 30 East, Seminole County, Florida.
NOTES:
1. ALL HYDRANTS TO FALL WITHIN 2 FEET OF CURB,
STEAMER CONNECTION TO FACE ROADWAY.
2. LANDSCAPING SH4L NOT OBSCURE FIRE HYDRANT
NOR SPRINKLER / STANDPIPE WYES.
3. BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
ROADWAY.
4. ALL CLEAN-OUT IN RIVEWAYS TO HAVE TRAFFIC
BEARING CAPS I. 7605 VALVE BOX).
5. ON-SITE SANITARY SEWER TO BE PRIVATELY MAINTAINED.
6. CONTRACTOR TO VERIFY INVERTS AND EXACT LOCATION
OF UTILITIES PRIOR TO COMMENCING WITH WORK.
7.. MINIMUM SLOPE OF SANITARY WASTE = 1%.
8. CONTRACTOR TO PROVIDE CLEANOUTS AT EACH CHANGE
OF DIRECTION OF SEWER LINE AND AT INTERVALS
NOT TO EXCEED 70FT.
9. NO SOLVENT WELD SHALL BE USED.
SINGLE
2 WAY ONE MANHOLE PER 2 WAY
C.O. TEE COMPARTMENT C.O. TEE
2 WAY 18"0 MIN 18"0 MIN 2 WAY
C.O. M.H. M.H. C.O.
6" AIR PASSAGE '
INLET
2 1/2" MIN.
_ z
NO SMALLER
N C,4 I THAN INLET
PIPE MIN. 4"
Llot
--------- -------i
BAFFLE REQUIRED 4" HOLE
12" ABOVE
TOPS OF INLET AND OUTLET TEES SECTION BOTTOM
ARE LEFT OPEN FOR VENTING
TEES SHALL BE TWO-WAY
CLEANOUT TYPE ALL MAN HOLES
AND CLEAN OUTS MUST BE GREASE TRAP
P
BROUGHT TO GRADE ►J ti
GRADE I
OUTLET TO I
SEWER
INCORPORATED
engineering *architecture • planning
15500 NEN! BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX (305) 826-0619
EB7#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
NO. DATE
DESCRIPTION
0 4-16-08
CITY
0
0
0
0
0
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION;
SITE NUMBER:
STORE NUMBER.
DRAWING DATE:
10-18-2007
K -y07
2007-D
297909
W750279
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD, FLORIDA
r_
K -y07
SITE UTILITY
PLAN
(!EM
PLOT DATE: 2008
22'-0" 1
8" x 12" CONIC. TIE
TRASH ENCLOSURE WALLS C-5
TO MATCH BUILDING COLUMN W/4# 5 VERT.
& #2 TIES 0 12" C/C.
(TYPICAL)
�•
6" SCH. 40 GALV. 6" BLACK CONCRETE SLAB W/6x6
TERED
CONCRETEE(SEE DETAIL) I I SLAB (SEAL CONCRETEFILLED* WITH W2.9 xW2.9 W.W.F. SLAB
IN
STEEL 3'-4" '-0" 6'-0" 4'- 3'-4" . AGAINST GREASE ABSORPTION)
U a-
8" x 8" x 16" CMU WALL
CD WITH DUR-O-WALL EVERY
EOXT.EFINISSHRPAINT TO' STUCCO
MATCH
- SLOPE . 12" x 24" CONCRETE BUILDING - SEE ELEVATIONS
CD SLS_ FOOTING w/4 #5 I THIS SHEEP
I FLOOR DRAIN CONT & #3 ACROSS
4
1 0 24" c/c,
c®5 Ld
a_
0
8 x8 x 1/4" " STEEL ZZI TOP OF SLAB TO BE A
TUBE CONC. FILLED _ — _ I MINIMUM OF 6" ABOVE
EMBEDDED 24 INTO 2 'x SURROUNDING GRADE
2' x 3' DEEP CONIC. PAD
3 OPP
❑ o 0 0 ❑ C-5 HAND
6"5 x 5 x 1/4 STL
• C3j TUBE W/ 5 x 5 x 1/4
3 N 2 CAP PL. EMBEDDED
C -FJ C-5 8" INTO FOOTING
6"0 BOLLARDS
(TYPICAL)
0 0 18 GA PAINTED METAL GATE
(1 1/2" METAL ROOF DECK)
.\_� PROVIDE HOLE IN CONCRETE SLAB
FOR GATE. 1/2"0 CANE BOLT IN PROVIDE WHEEL AT OUTER
OPEN AND CLOSED POSITIONS END OF EACH GATE
o (TYPICAL. ALL GATES) (TYPICAL)
PAINT INSIDE TO
MATCH BUILDING
I MINIMUM 3 HINGES
PER GATE (TYPICAL)
CONST. JOINTS
AS INDICATED
6" CONCRETE SLAB
W2.9xW2.9WF
COLOR BLACK
11
TRASH & RECYCLING ENCLOSURE PLAN
nnI It,
PROVIDE CANE BOLTS AT EACH GATE WITH 1"tax 6" LONG
GALV. PIPE EMBEDDED IN CONC. TO HOLD GATE IN PLACE
IN OPENED AND CLOSED POSITION (TYPICAL)
FRONT ELEVATION
6" SCH. 40 GALV.
STEEL PIPE
FILLED WITH CONC.
a PAINTED YELLOW
-n REFLECTIVE
PAVEMENT SURFACE
z it ll [ _ _ [l.[l:[ �l.[1 [l.[ [1 [1 [ _:_
CD e° a ....
CONCRETE FOOTING
COMPACTED FILL
[li
STEEL BOLLARD DETAIL
NOT TO SCALE
`v
1" DEEP x 9" WIDE
RAISED STUCCO BAND 1"
3/4" STUCCO
0
I
co
8 x 8 x 16 CMU
WALL WITH
DUR-O-WALL 16" c/c
(TRUSS TYPE)
8"x12" CONCRETE TIE BEAM W/ 4
#5 CONT. & #3 STIRRUPS ® 12"
c/c 2 END & CORNERS 48"
ELSEWHERE
— NO STUCCO AT INTERIOR -
PAINT INSIDE TO MATCH
BUILDING
#4 @ 24" c/c 5'-0" LONG
w/ STANDARD 90° HOOK
6" CONCRETE SLAB w/
'-0" 6x6 W2.9 x W2.9 W.W.F.
5
CENTERED IN SLAB
6" CONCRETE SLAB w/ 3" SLOPE TO
6x6 W2.9 x W2.9 W.W.F. DRAIN N
3/8" = 1'-0"
o�
I
SECTION THRU TYPICAL WALL
5 x 5 x 1/4 STL
TUBE W/5x5x 1/4
CAP PL. EMBEDDED
8" INTO FOOTING
EACH GATE TO HAVE WHEELS
TO PREVENT SAGGING (TYPICAL)
3/8" = 1'_0„
/ V V Y
NOTE:
WALLS AT DUMPSTER WILL REQUIRE
A SEPARATE BUILDING PERMIT.
\11 Al
22'-0"
gkAnnTH 4TIIrrn
3/4" = 1'-0"
OAIAIT Tn AAATr`w
— — -- C engineering *architecture *planning
_ _
2 #5 CONT. — = COMPACTED SOIL
-- -----
_ —I. I.L— :...:= I.L.�-- III— =LII. -- I — = 15500 NEW BARN ROAD
:.� ..........
)� �� !:....� III SUITE 106
— — _ ---- MIAMI LAKES, FLORIDA 33014
I_I_ �—, „III -- , .. I �- � , _ — •
__--18 x 18 CONCRETE; -.:I ; =- � � 1- _
FOOTING w/ 2 #5 PHONE: (305) 558-4124
CONT FAX: (305) 826-0619
EB#0004432
z SECTION AT SLAB FOOTING
-7) v
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
" ev 1 1/2" x 1 1/2" x 1/16" JACK D.RAUDENBUSH
3/8 0 BAR 8 x 2 c �L DIAGONAL BRACE ARCHITECT -AR 2808
WELDED TO STEEL
TUBE 16" O.C.
v
N
METAL SCREED
& CAULK
5 x 5 x 1/4 STL
TUBE W/ 5 x 5 x 1/4
CAP PL. EMBEDDED
4.-0" INTO FOOTING
3 PAIR McKINNEY
T 483781 HINGES
EACH GATE
JAMB DETAIL
REAR ELEVATION
3/8" = 1'-0"
PROVIDE WHEEL AT:'— 1/2"0 x 12" CANE
OUTER END OF EACH BOLT BOTH GATES -
GATE (TYPICAL)
1 1/2" x 18 GA. METAL ROOF DECK
3x4x1/4"L
FRAME 4 SIDES
EACH GATE ,
1 1/2" = 1'-0"
12'-0"
PAINT TO MATCH SMOOTH STUCCO
BUILDING BAND
MEDIUM TEXTURED STUCCO
• o
CD
IL — — — — — — - —
3/8" = 1'-0"
12'-0" I,
SMOOTH STUCCO PAINT TO MATCH
BAND BUILDING
• R
MEDIUM TEXTURED STUCCO -
• ra
— — — — — — — — — IU — — — — — — — — — —
m •. ca
3/8" = 1'-0"
DATE;
NO.
DATE DESCRIPTION
0
4-16-08 CITY
0
K -y07
0
2007-D
SITE NUMBER:
297909
0
W750279
0
3-11-2008
0
A
KFC
3601 S ORLANDO DRIVE
SANFORD, FLORIDA
K-yP07
TRASH
ENCLOSURE
DETAILS
Cm5
PLOT DATE: 2008
CONTRACT DATE:
10-1 B-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD, FLORIDA
K-yP07
TRASH
ENCLOSURE
DETAILS
Cm5
PLOT DATE: 2008