08-1320-001SECTION 25 TOWNSHIP 54 SOUTH RANGE 40 EAST
I
LOCATION SKETCH
N.T.S.
S5 -2
LEGAL DESCRIPTION 685 -165
678-1-113C
LOT 1 THROUGH 10, OF BLOCK 11 "TOWNSITE OF LARKINS ", 620 -1 -1(20
ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK No 2, AT
PAGE 105 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA.
STRIPING AND SIGNAGE NOTES
1. ALL STRIPING IN RIGHT -OF -WAY AND ALL ON -SITE STOP BARS SHALL BE THERMOPLASTIC
WITH A MIXTURE OF 50 PERCENT GLASS SPHERES AND 50 PERCENT SHARP SILICA SAND
APPLIED AT A RATE OF 0.20 PSF IN ACCORDANCE WITH FDOT SECTION 711.
2. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH "THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES ", LATEST EDITION.
3. SIGN POSTS SHALL BE STEEL CHANNEL IN ACCORDANCE WITH COUNTY PUBLIC WORKS
DEPARTMENT STANDARDS AND SHALL BE BREAK -A -WAY.
4. STOP SIGNS SHALL BE MOUNTED WITH 7' CLEAR FROM SIGN BOTTOM TO GRADE. WHERE
INDICATED, ADDITIONAL SIGNAGE SHALL BE MOUNTED BELOW STOP SIGN.
R/W LINE
ADA COMPLIANCE NOTE:
THIS SET OF DOCUMENTS HAS BEEN DESIGNED TO
COMPLY WITH CHAPTER 11: FLORIDA ACCESSIBILITY
CODE FOR BUILDING CONSTRUCTION OF THE FLORIDA 2
BUILDING CODE - 2001. ALL RELATED SECTIONS
OF THE CODE ARE NOTED WITHIN THESE DOCUMENTS
AND STRICT COMPLIANCE IS REQUIRED BY ALL
CONSTRUCTION TRADES. CONSTRUCTION QUALITY AND
COMPLIANCE OF THE FINAL PRODUCT ARE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
SITE DESIGN, ACCESS AND PARKING HAVE BEEN
DESIGNED, AND SHALL BE CONSTRUCTED IN
COMPLIANCE WITH, BUT NOT LIMITED TO
THE FOLLOWING SECTIONS:
11-4.1.2 ACCESSIBLE SITE AND EXTERIOR FACILITIES:
NEW CONSTRUCTION
11-4.3 ACCESSIBLE ROUTE
11-4.6 PARKING AND PASSENGER LOADING ZONES
11-4.7 CURB RAMPS
VARIES
a I (5'
GENERAL NOTES
I
30"
w w
R5 -1
30"
X
N
1.
ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.).
`n
X
68"
C_
2.
HORIZONTAL AND VERTICAL CONTROL SHALL BE PROVIDED BY THE OWNER'S SURVEYOR.
N
a
LAYOUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
w U
3.
IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES -
36"
M
AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS
S4-
X
AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
00
ENGINEER.
W16 -7P
S1 -1 & 10
4.
EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES
FTP -30 -C
TO VERIFY ALL UNDERGROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION. ALL
FTP -35 -C
TRENCH EXCAVATION SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE
EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO REPAIR OR REPLACE ALL SUCH DAMAGE.
659 -107
685 -165
5.
EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY
678 -1 -1 13C
REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING
620- 1- 1(20LF)
HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES
TO THE ENGINEER PRIOR TO STARTING WORK.
6.
CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING MANHOLE
COVERS, VALVE BOXES, BLOW -OFF RISERS, ETC. TO NEW ELEVATIONS, AS REQUIRED,
WHETHER SPECIFICALLY SHOWN ON THESES DRAWINGS OR NOT.
7.
BOUNDARY AND TOPOGRAPHIC DATA BASED UPON SURVEY PREPARED BY F.R. ALEMAN &
ASSOCIATES, INC. MIAMI, FLORIDA, DATED OCTOBER 22, 2008.
STRIPING AND SIGNAGE NOTES
1. ALL STRIPING IN RIGHT -OF -WAY AND ALL ON -SITE STOP BARS SHALL BE THERMOPLASTIC
WITH A MIXTURE OF 50 PERCENT GLASS SPHERES AND 50 PERCENT SHARP SILICA SAND
APPLIED AT A RATE OF 0.20 PSF IN ACCORDANCE WITH FDOT SECTION 711.
2. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH "THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES ", LATEST EDITION.
3. SIGN POSTS SHALL BE STEEL CHANNEL IN ACCORDANCE WITH COUNTY PUBLIC WORKS
DEPARTMENT STANDARDS AND SHALL BE BREAK -A -WAY.
4. STOP SIGNS SHALL BE MOUNTED WITH 7' CLEAR FROM SIGN BOTTOM TO GRADE. WHERE
INDICATED, ADDITIONAL SIGNAGE SHALL BE MOUNTED BELOW STOP SIGN.
R/W LINE
ADA COMPLIANCE NOTE:
THIS SET OF DOCUMENTS HAS BEEN DESIGNED TO
COMPLY WITH CHAPTER 11: FLORIDA ACCESSIBILITY
CODE FOR BUILDING CONSTRUCTION OF THE FLORIDA 2
BUILDING CODE - 2001. ALL RELATED SECTIONS
OF THE CODE ARE NOTED WITHIN THESE DOCUMENTS
AND STRICT COMPLIANCE IS REQUIRED BY ALL
CONSTRUCTION TRADES. CONSTRUCTION QUALITY AND
COMPLIANCE OF THE FINAL PRODUCT ARE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
SITE DESIGN, ACCESS AND PARKING HAVE BEEN
DESIGNED, AND SHALL BE CONSTRUCTED IN
COMPLIANCE WITH, BUT NOT LIMITED TO
THE FOLLOWING SECTIONS:
11-4.1.2 ACCESSIBLE SITE AND EXTERIOR FACILITIES:
NEW CONSTRUCTION
11-4.3 ACCESSIBLE ROUTE
11-4.6 PARKING AND PASSENGER LOADING ZONES
11-4.7 CURB RAMPS
VARIES
a I (5'
MIN,
I
30"
w w
R5 -1
30"
X
N
DO NOT ENTER SIGN
N
1�
X
68"
CL
S1 -1
CL
X
a
SCHOOL ADVANCE WARNING SIGN
w U
36"
0 Io
36"
M
S5 -2
° J
X
30"
00
V)
PROPERTY
LINE
I L 6" CURB
I (TYP.)
SIGN LEGEND
R1 -1
30"
X
30"
STOP SIGN
R5 -1
30"
X
30"
DO NOT ENTER SIGN
R2 -1 S
24"
X
68"
SCHOOL SPEED LIMIT (TIMES) SIGN
S1 -1
30"
X
30"
SCHOOL ADVANCE WARNING SIGN
S4 -5
36"
X
36"
REDUCED SPEED SCHOOL ZONE AHEAD SIGN
S5 -2
24"
X
30"
END SCHOOL ZONE SIGN
W16 -7P 24" X 12" DIAGONAL ARROW
PROP.
10'/30' 6" WHITE SKIP (T) -
(TYP.)
PROPERTY
LINE
R/W LINE
EXIST. SIDEWALK
VVIV I rl%JL I—VIIV I LJC I /AIL—
SCALE: 1 " = 10'
N89'55'44 "E 245.00' REC)
244.95' (MEAS)
N.E. PROPERTY
CORNER
CONTROL
/\ POINT "B"
I
II I
II I
FTP- 35 -04/
FTP -30 -04
S1 -1 &
659 -107 W16 -7P
685 -165 S4 -5
678- 1 -113C
24" WHITE(T)
59 -107
-R _E M 0
ALEJANDRO REMOS R.A.
architects
-18501 Pines Blvd., Suite 107
- - - - Pembroke Pines FL 33029
Tel: (954) 442 7122
620-1-1(20 F) III III 685 -1 F 954 as
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659-107
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75' 250'
III
FTP -35 04/
EXIST. III I \\ III EXIST. FTP -30 04
24" WHITE (T) �� PAVER CROSSWALK
EXIST. I 111 100'
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PROP. %�/- - - - - -- ---- - -���\ a - - - - - -
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II II EXIST.
I II II
PROP. I II 24" WHITE (T)
4' _10- WHITE (T) II I EXIST. 24" WHITE(T)
TYP. _ 2 -6" YELLOW T
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\ EXIST. EXIST. 659 -107
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4' II III PROP.
II III I 6" WHITE (T)
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PROP. ' I II
2 -6" YELLOW (T) PROP. I II
(20' LONG) 18" WHITE (T) II II
2' -0" OVERHANG PROP. ^ III II
(TYP.) 6" WHITE (T) I ii I l
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EXIST.
6" WHITE (T)
S5 -2
659 -107
685 -165
678- 1 -113C
620- 1- 1(20LF)
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YOUT PLA Ili
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PROP.
10'/30' 6" WHITE SKIP (T)
(TYP.)
-R2J1S
0880
EXIST.
6" WHITE (T)
EXIST.
V.Q. / A.M.
10'/30'
6" WHITE SKIP (T)
(TYP.)
12/23/08
Scale:
659-107
685 -165
�—
678- 1 -113C
620- 1- 1(20LF)
FTP- 35 -04/
FTP -30 -04
S4 -5
ax. ( ) 2 7190
e -mail: remosbldg @aol.com
SOMERSET CHARTER
SCHOOL
South Miami
-5876 SW 68th Street
livisiun South Miami, FL 33143
CONSULTANTS:
JEANETH ARDILA
�C architect
OLF) ALBERTO CHINCHILLA
architect
ALEJANDRO CABAL -CABAL
architect
MARCEL ADRIAN PEREZ
architect
-18501 Pines Blvd., Suite 107
Pembroke Pines FL 33029
_S1_1 & STRUCTURAL ENG.:
W1 6-7P EDUARDO GONZALEZ P.E. INC.
Structural Engineers
J. Eduardo GonzAlez P.E.
-717 Ponce de Lebn Blvd., Suite 335
Coral Gables FL. 33134
Tel: (305) 445 5100
Fax: (305) 445 6644
e -mail: eddygon @bellsouth.net
M.E.P. ENG.:
INGEMEL SA LLC.
DESIGN & BUILD ENGINEERING COMPANY
STATE OF FLORIDA CA No. 9113
Pedro Arias P.E. 63813
Patricia Morales P.E. 63818
-2071 Johnson Street, Suite 115
Pembroke Pines FL. 33029 USA
Tel: (954) 318 2264
Fax: (954) 450 7216
e -mail: pedroa @ingemel.com
pmorales @ingemel.com
CIVIL ENG.:
Consulting Engineering
& Science, Inc.
Nelson H. Ortiz, P.E. 57556
-10700 North Kendall Drive Suite 400
Miami FL 33176
Tel: (305) 378 5555
Fax: (305) 279 4553
e -mail: nortiz@CESMIAMI.com
LANDSCAPE ARCH.:
M. L. A. GROUP INC.
-690 NE 13th Street Suite 105
Fort Lauderdale FL 33304
Tel: (954) 763 4071
Fax: (954) 4671688
e -mail: mlagroupinc @yahoo.com
SEAL: ........ ,
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Pi��76., (CIV11L)
REVIS1dNS :,%-.-.�.
0 1 1/13/09 1 ADDRESS DERM COMMENTS
Al Architect
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Project No:
0880
Model File:
Drawn b
V.Q. / A.M.
Approved by:
N.H.O.
Date:
12/23/08
Scale:
AS SHOWN
D CES PROJECT No. 08065
0
LL Copyright
0
I_
Sheet Title
W
IL
LAYOUT PLAN
AND NOTES
Sheet Number
III
SOMERSET SOUTH MIAMI
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Y