HomeMy WebLinkAbout2700 Orlando Dr (A) SITE PLANSTREET
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TYPICAL PAVEMENT & PARKING SECTIONS
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4a p,2 �1 x�A-10V5 CURn 5' C SS T9 CT DROP CURB From the most Sc,utherl,y corner of Lot 42, Amended Flat of Druid
CONSTRUCT DR/VE5 /NA CORDANCe W/7 -H Parl< as recorded in Plat Hook 7, Pages 5 & 6 of the Public Records
DoT /))Olex 5/5 A D pX/V�W�3Y RLkrniT CryA) _ of_Seminoi.e County, Florida run N 32°8' E along Westerly Right of
aix�I O / Way 'line of Orlando Dr. S.R. 15-600 (24.0') to Point of Beginning;
wr CONAL 76 EX/3r S.W
AUrSLOPE �o / thence run N. 32°8' F. along said Right of Way 150,2' to thu point
of curve of a curve concave Southwesterly braving a radius of 25. U' ,
"�• / �/ / thutice For> herly & Westerly aloin; said curve 53.29 feet to a central
~`•x -R. 36 42`93 ®� ' 3� ankle 122°8' to the point of tangency of said curve; thence West
,0 ` s70X*'JEMy along, the North line of said Lot 42 a distance, of 131.9; thence
0.8.-rrA! rr y f
R/,(.1:4232 <' ;;2°t;' Sd 101.3U feet' thence S 5/°54'10" L parallel with South-
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outh
42x8 5b Q' rL, W. ,�/.B2 ' I
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= CO/VC l�///Ef_ 1 �70t' OAISI(L' .5<1oWIV
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_ CL7rlIP,aCTE0 TO 95y kIAX. DE,VS//Y
-• — a /STilB/L/ZEO SUS BgSE
COMP/1CJED TO 95Y-
A�1YIX. DENS/Ty
CURB & PAVEMENT
N.T.S.
/3o x 5'67 = /Z REQUIRED
/4 PRO V/.OED
LANDscAPE AREA
/Q �5'F F'ER 1--4ROC//V6 SP,ACE
/O x 26 2GO &F. REQU/RED
2400{S.y' PRO V/QED j1
DESIGNED
B. F. DATE
2/84
1' GLACE >
w e
S L e r I y llut o r/3 at 1 a 1StanCe o eUi_ o t E 03nt
0,5002 +
2/84
RADCLIFFE, INC. TACO ELS.
2/84 CHECKED
R.S.C. DATE
F.L.N. G.89
of
Beginning. Acres..
J.B.M. DATE
2/84
/NLE T
43,c35
/CUKa
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F• t, 38.22
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ALL CONSTRUCTION METHODS AND MA FER I ALS SHALL_ CONFORM
TO APPLICABLE CITY QF SANFORD REQUIREMENTS AND FLORIDA
U . 0. T. STANDARU .SPE"C I F I CAT I ONS FOR ROAD AND BRIDGE
LEGEND:
CONSTRUCTION.
43 Y//
Ex/ST• ELEI/
2.
CONTRACTOR SI A'LL BE THOROUGHLY FAMILIAR WITH SITE AND
43.80
PROPOSED EIEK
J
REQUIREMENTS OF CITY, STATE AND UTILITY COMPANIES PRIOR
43.70
PROP. TOP CURB
} ,
f0 U B M 11 c I NG 1: 1. B I D, .
43.2o
PROP END PAVT
o,U•
OVERNE</D UT/L/T/ES'
3 ,
CONTACT AREA UTILITY COMPANIES PRIOR TO CONSTRUCTION FOR
E
ELE'C'TRIC
FIELD LOCATION OF, THEIR FACILITIES.
4,
EXISTING STRUCTU.RE.S, UTILI'T1ES, PAVEMENT, ETC., ON SITE,
AND EXISTING DRIVEWAYS T'0 BE REMOVED BY CONTRACTOR.
PARK/NG CAL C 0LATIO N5 :
}
REQUIRED /PER /00 3F PATRON .AREA I
5.
MINOR CHANGES IN ALIGNMENT OR GRADE MAY 'ISE MADE IN
/100 X 8801= 9
FIELD TO AVOID CONFLICT WITH EXISTING, UTIL.ITfES,
/ PER EACH e EMPLOYEES
STRUCTURES OR TREES,
PLUS /O
G.
CONTRACTOR SHALL RECORD ACCURATE AS -BUILT INFORMATION
7'0 T.4 L = ?4 REQU/RED
AND PROVIDE DRAWING TO ENGINEER,
ZG PROV/.OED
( INC L U,O E S e NANO
I (fA P `i .S'PAC E S)
C; �, .,/ •.._�-��, �1 L
L Zl/t/O,5'CAP/NG C,A L C UL A T/O A/ --Z
t'
/3o x 5'67 = /Z REQUIRED
/4 PRO V/.OED
LANDscAPE AREA
/Q �5'F F'ER 1--4ROC//V6 SP,ACE
/O x 26 2GO &F. REQU/RED
2400{S.y' PRO V/QED j1
DESIGNED
B. F. DATE
2/84
1' GLACE >
DRAWN
B.F. DATE
2/84
RADCLIFFE, INC. TACO ELS.
2/84 CHECKED
R.S.C. DATE
2/84
CONSULTING ENGINEERS
DATE APPROVED
J.B.M. DATE
2/84
ST. PETERSBURG lac WINTER PARK, FLORIDA
SITE PLAN
Fag
23 1984
SCALE SHEET N0.
JOB NO.
83561 OF
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