09-191-001SECTION 25 TOWNSHIP 54 SOUTH RANGE 40 EAST
LOCATION SKETCH
N.T.S.
LEGAL DESCRIPTION
LOT 1 THROUGH 10, OF BLOCK 11 "TOWNSITE OF LARKINS ",
ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK No 2, AT
PAGE 105 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA.
W16 -7P 24" X 12" DIAGONAL ARROW
S5 -2
FTP- 35 -04/
FTP -30 -04 -
659 -107
685 -165
678- 1 -113C
620- 1- 1(20LF)
0
LO
(V
in
r-
S1 -1 &
W16 -7P 24" WHITE(T) -
S4-5
659 -107
�II I III
t 85 -1 78 -1 -1 -1 13C
20- 1- 1(20LF)
III I
III 100N�S I III S5 -2
� III III
II III
III III
III III 4; - 17 ry
659 -107
III III I _; _•,�� '_,\ °� _ .Y, <.
III III I• " " ��'� �_, 685 -165
678-1-113C
III III 620- 1- 1(20LF)
III I III
III III
III III
EXIST. JU �� 75' 250'
24" WHITE (T)
III III ` III FTP -35 04/
R1-1 I \ \ \ I I�. PAVER CROSSWALK FTP -30 04
EXIST. 100'
R5 -1 /// I EXIZTI
659 -107 � � EXIST. HC
685 -165 PROP. RAMP
HC� / / �I R1 -1 \\ RAMP
678-1-113C 10'/30' 6" WHITE SKIP (T) R/W LINE
620- 1- 1(20LF) (TYP.)
EXIST._ SIDEWALK _ R2 -1S
-- - - - - -- ------------------ - - - - -- ------------------------- - - - - -- - --
PROP.
N 24 WHITE(T) PROP. 24" T
" 18" WHITE (T) PROP. WHITE ( )
PROP. 10 R 10 R ti. W. 68th Street
PROP.
GENERAL NOTES 6" WHITE (T) - - - - - 2 -6" YELLOW (T)---,,, - 18" WHITE T
o(TYP.) „� _ . �, 9
,n 17 4
1. ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.).
_ O
U)
2. HORIZONTAL AND VERTICAL CONTROL SHALL BE PROVIDED BY THE OWNER'S SURVEYOR. N �-
LAYOUT IS THE RESPONSIBILITY OF THE CONTRACTOR. _ - - _ - - _ - ^- - -
3. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES - -
AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS S4 -5
AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE I Z PROP.
ENGINEER. Sj 61 & 100' I n R2 -1 J
PROP.
4. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL R1 -1
BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES FTP -30 -04 I J
TO VERIFY ALL UNDERGROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION. ALL FTP- 35 -04/ I i
TRENCH EXCAVATION SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE 250' 75' (L VARIES MIN.
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 I
5. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY 678- 1 -113C
REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING 620- 1- 1(20LF)
HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES VARIES
TO THE ENGINEER PRIOR TO STARTING WORK. v Q I (5' MIN.)
w w
6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING MANHOLE �v
COVERS, VALVE BOXES, BLOW -OFF RISERS, ETC. TO NEW ELEVATIONS, AS REQUIRED,
WHETHER SPECIFICALLY SHOWN ON THESES DRAWINGS OR NOT. N N 18'
7. BOUNDARY AND TOPOGRAPHIC DATA BASED UPON SURVEY PREPARED BY F.R. ALEMAN &
ASSOCIATES, INC. MIAMI, FLORIDA, DATED OCTOBER 22, 2008. a
w Q
U
_ co to
IZ
STRIPING AND SIGNAGE NOTES
0
0
to
I
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 PROPERTY
APPLIED AT A RATE OF 0.20 PSF IN ACCORDANCE WITH FDOT SECTION 711. LINE --/I
2. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH "THE MANUAL ON UNIFORM TRAFFIC 1 6" CURB
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
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
S5 -2
FTP- 35 -04/
FTP -30 -04 -
659 -107
685 -165
678- 1 -113C
620- 1- 1(20LF)
0
LO
(V
in
r-
S1 -1 &
W16 -7P 24" WHITE(T) -
S4-5
659 -107
�II I III
t 85 -1 78 -1 -1 -1 13C
20- 1- 1(20LF)
III I
III 100N�S I III S5 -2
� III III
II III
III III
III III 4; - 17 ry
659 -107
III III I _; _•,�� '_,\ °� _ .Y, <.
III III I• " " ��'� �_, 685 -165
678-1-113C
III III 620- 1- 1(20LF)
III I III
III III
III III
EXIST. JU �� 75' 250'
24" WHITE (T)
III III ` III FTP -35 04/
R1-1 I \ \ \ I I�. PAVER CROSSWALK FTP -30 04
EXIST. 100'
R5 -1 /// I EXIZTI
659 -107 � � EXIST. HC
685 -165 PROP. RAMP
HC� / / �I R1 -1 \\ RAMP
678-1-113C 10'/30' 6" WHITE SKIP (T) R/W LINE
620- 1- 1(20LF) (TYP.)
EXIST._ SIDEWALK _ R2 -1S
-- - - - - -- ------------------ - - - - -- ------------------------- - - - - -- - --
PROP.
N 24 WHITE(T) PROP. 24" T
" 18" WHITE (T) PROP. WHITE ( )
PROP. 10 R 10 R ti. W. 68th Street
PROP.
GENERAL NOTES 6" WHITE (T) - - - - - 2 -6" YELLOW (T)---,,, - 18" WHITE T
o(TYP.) „� _ . �, 9
,n 17 4
1. ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.).
_ O
U)
2. HORIZONTAL AND VERTICAL CONTROL SHALL BE PROVIDED BY THE OWNER'S SURVEYOR. N �-
LAYOUT IS THE RESPONSIBILITY OF THE CONTRACTOR. _ - - _ - - _ - ^- - -
3. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES - -
AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS S4 -5
AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE I Z PROP.
ENGINEER. Sj 61 & 100' I n R2 -1 J
PROP.
4. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL R1 -1
BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES FTP -30 -04 I J
TO VERIFY ALL UNDERGROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION. ALL FTP- 35 -04/ I i
TRENCH EXCAVATION SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE 250' 75' (L VARIES MIN.
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 I
5. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY 678- 1 -113C
REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING 620- 1- 1(20LF)
HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES VARIES
TO THE ENGINEER PRIOR TO STARTING WORK. v Q I (5' MIN.)
w w
6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING MANHOLE �v
COVERS, VALVE BOXES, BLOW -OFF RISERS, ETC. TO NEW ELEVATIONS, AS REQUIRED,
WHETHER SPECIFICALLY SHOWN ON THESES DRAWINGS OR NOT. N N 18'
7. BOUNDARY AND TOPOGRAPHIC DATA BASED UPON SURVEY PREPARED BY F.R. ALEMAN &
ASSOCIATES, INC. MIAMI, FLORIDA, DATED OCTOBER 22, 2008. a
w Q
U
_ co to
IZ
STRIPING AND SIGNAGE NOTES
0
0
to
I
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 PROPERTY
APPLIED AT A RATE OF 0.20 PSF IN ACCORDANCE WITH FDOT SECTION 711. LINE --/I
2. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH "THE MANUAL ON UNIFORM TRAFFIC 1 6" CURB
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
R E M 0 S
BUILDING CODE - 2001. ALL RELATED SECTIONS
6" WHITE SKIP (T)
OF THE CODE ARE NOTED WITHIN THESE DOCUMENTS
V.Q. / A.M.
AND STRICT COMPLIANCE IS REQUIRED BY ALL
N.H.O.
CONSTRUCTION TRADES. CONSTRUCTION QUALITY AND
EXIST.
COMPLIANCE OF THE FINAL PRODUCT ARE THE
10'/30'
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
(TYP.)
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
PROPERTY
LINE
k-1UN I r1UL r-'UIIN 1 UC I /All
SCALE: V'= 10'
N89055'44 "E 245.00:
244.95' MEAS)
N.E. PROPERTY
CORNER
CONTROL
POINT "B"
2 \\ \
II I
II I
6" WHITE (T)
EXIST.
6" WHITE (T)
S5 -2
659 -107
685 -165
678- 1 -113C
620- 1- 1(20LF)
_ -- fi ZR1-1
�
EXIST -- --- n- I- I - - - - -- - - - - -� -- --
R5-1 II II I I <� - EXIST.
•I-
0
II II I I , CURB & GUTTER °
O CROSSWALK
II II I `? (TYP.)
;�,_PAVER
10-MATCH EXI -
II II — °
II II EXIST.
24" WHITE (T)
n18HITE I II EXIST. 24 WHITE(T)
(T) I I I _ _ 2 -6" YELLOW _(T)_ - - - - - _ _ _ _ -
25 R EXIST. SIDEWALK
o
\ - EXIST. 659 -107
�� - -�- 12" WHITE (T) 685 -165
\\ I EXIS . CROSSWALK 678-1-113C
)P. \\ I III I R1 -1 EXIST. HC 620- 1- 1(20LF)
-1S Q 1\ I III RAMP
II II EXIST. S5 -2
II I 24" WHITE (T)
III EXIST.
II III 18" WHITE (T)
(TYP.)
1 � ,
Li PROP.
III `° II 6" WHITE (T)
v II I II III PROP.
LO III II M I II Y 2 -6" YELLOW (T)
4 *1 j III ;�, I `~ I II a (50' LONG)
I II
I I I II
III II
III II
I III II
I III I
II
III � II
III = II
III N
3 II I II
Io III
N II I II
� III II
N II
w III II
II 1
I II
II III
II III
II �
�I II
O` III
III
I II I
lllll�l II
I II
LAYOUT PLAN
SCALE : 1 " = 20'
PROP.
6" WHITE (T)
(TYP.)
PROP.
18" WHITE (T)
PROP.
R E M 0 S
10'/30'
6" WHITE SKIP (T)
(TYP.)
V.Q. / A.M.
R2 -1 S
N.H.O.
EXIST. 6" WHITE (T)
EXIST.
Scale:
10'/30'
6" WHITE SKIP (T)
(TYP.)
659-107
685 -165
678- 1 -113C
620- 1- 1(20LF)
FTP- 35 -04/
FTP -30 -04
S4 -5
51 -1
W16 -7
a
IM
to
I_
W
M
ALEJANDRO REMOS R.A.
architects
-18501 Pines Blvd., Suite 107
Pembroke Pines FL 33029
Tel: (954) 442 7122
Fax: (954) 442 7190
e -mail: remosbidg @aol.com
SOMERSET CHARTER
SCHOOL
South Miami
-5876 SW 68th Street
South Miami, FL 33143
CONSULTANTS:
JEANETH ARDILA
architect
ALBERTO CHINCHILLA
architect
ALEJANDRO CABAL -CABAL
architect
MARCEL ADRIAN PEREZ
architect
-18501 Pines Blvd., Suite 107
Pembroke Pines FL 33029
STRUCTURAL ENG.:
EDUARDO GONZALEZ P.E. INC.
Structural Engineers
J. Eduardo GonzSlez P.E.
-717 Ponce de Le6n Blvd., Suite 335
Coral Gables FL. 33134
Tel: (305) 445 5100
Fax: (305) 4456644
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:
EESb H. ORTIZ•'
PE�a'�538 ��Iv L ?
REVISIONS:
1 1 2119/09 1 ADDRESS CITY PW COMMENTS
Architect
Project No:
R E M 0 S
Model File:
ALEJANDRO REMOS R.A.
architects
-18501 Pines Blvd., Suite 107
Pembroke Pines FL 33029
Tel: (954) 442 7122
Fax: (954) 442 7190
e -mail: remosbidg @aol.com
SOMERSET CHARTER
SCHOOL
South Miami
-5876 SW 68th Street
South Miami, FL 33143
CONSULTANTS:
JEANETH ARDILA
architect
ALBERTO CHINCHILLA
architect
ALEJANDRO CABAL -CABAL
architect
MARCEL ADRIAN PEREZ
architect
-18501 Pines Blvd., Suite 107
Pembroke Pines FL 33029
STRUCTURAL ENG.:
EDUARDO GONZALEZ P.E. INC.
Structural Engineers
J. Eduardo GonzSlez P.E.
-717 Ponce de Le6n Blvd., Suite 335
Coral Gables FL. 33134
Tel: (305) 445 5100
Fax: (305) 4456644
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:
EESb H. ORTIZ•'
PE�a'�538 ��Iv L ?
REVISIONS:
1 1 2119/09 1 ADDRESS CITY PW COMMENTS
Architect
Project No:
0880
Model File:
Drawn b
V.Q. / A.M.
Approved by:
N.H.O.
Date:
12/23/08
Scale:
AS SHOWN
CES PROJECT No. 08065
Copyright
Sheet Title
LAYOUT PLAN
AND NOTES
Sheet Number
SOMERSET SOUTH MIAMI