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MARKING TO BE LOCATED AT
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25 (TYPICAL)
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6DB. YELL.- 00
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LEFT DIRECTIONAL
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....' ./ 11lOTE• ACCESSIBLE KAyI.PS TO BE CONST. AS PER CITY OF
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V'';,.:.:/ �` a CONTRACTOR TO COORDINATE WITH THE CITY SOUTH MIAMI PUBLIC WORKS REQUIREMENTS o ♦ ' j'„ g .'
.' - ' OF SOUTH MIAMI FOR THE INSTALLATION OF ,
5.5 WIDE CONC. SDWK., " 6" DBL. YELL. T
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THE CITY OF SOUTH MIAMI. DWG. C-6).
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/. r ................ __•__ "_r._ a_ SIGN r � B SIGN r , � SIGN F .
..`C/:.. ......... r- -i.�tL T L CONST. HEADER CURB AT ALL
/ ............:T�:
.. ✓ IXISANG SIDEWALK GRADE TOWARD VALLEY GUTTER T I. t rrl r P. C.IR T, LOCATIONS (]YP.)
/ PROP. 2 VNIE'Y i �T -:T. f -� z.. -t:_...7 ,ICN -- ALL EXISTING SIGNS TO REMAIN
EXISTING TYPE '7-" C.&G. GUTTER, SEE PLMI -:- - T UNLESS OTHERWISE NOTED, ]YPAVEMENT
P
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_" IXPANSION JOINT R4VExS" EXP. JT. PROP. B'WIDE CONCRETE "
:...:.::.:.......::::::.:.:' '' CONC. ........... :..::,: HEADER CURB W1115 CONT. CONC. PAVERS
" 1" SWD BED CLASS 11 z I I w
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12" STABIUZED SUBGRADE (LBR=40) 15 AMS 1 12-
0. C.
2"O.C. BOTH WAYS 12" STARIUZED 15 MARS • 12"
�, { ..
::...:.:.... ' NOTE SUBGRADE (L#11=40)o.C. BOTH WAYS
f f CONTRACTOR SHALL COORDINATE WITH
y SECTION A A -B >
�y F0 PAVER TYPEB COLOR. R TTEnN, ET SECTION LJ L1
GENERAL NOTES •W•• �u.u1 Y,
•YY• v r
1. ENGINEER SHALL PREPARE SIGNING AND PAVEMENT MAI 4Klf,'d ptAI NS
IN AI SEPARATE SHEET 1" = 50' SCALE MINIMUM. 4 V v
2. ENGINEER SHALL VISIT SITE do VERIFY FIELD CONDI TIONS BEFOR)f- Y •
PREPARING PROPOSED SIGNING AND PAVEMENT MARKING P XN3. .•4
- Y V
J. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
PAVEMENT MARKING do SIGNS CONFLIC77NG WITH THE PROPOSED • W
ROADWAY CONSTRUCTION. W . •
YO,]Y V • •W V Gr• -
4. CONTRACTOR SHALL BE RESPONSIBLE FOR 7HE INSTALLA TION OF ALL
PAVEMENT MARKING AND SIGNS AS SHOWN IN 7HE PLANS AND
APPLICABLE TRAFFIC DESIGN STANDARDS
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING
PA VEIVEN T MARKINGS AT THE BEGINNING AND AT THE END OF THE
PROJECT AND AT ALL INTERSEC77NG SIDE STREETS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLAT70N OF
REFLEC77VE PAVEMENT MARKERS ALONG THE EN77RE LENGTH OF 7HE
PROJECT.
Z ANY SIGNING MATERIAL, INCLUDING SUPPORTS TO BE REMOVED, SHALL
BE DELIVERED BY 7HE CONTRACTOR TO THE CITY OF SOUTH MIAMI
PUBLIC WORKS DEPARTMENT YARD.
8. SIGN ASSEMBLY LOCA TIONS SHOWN IN THE PLANS WHICH ARE IN
CONFLICT WITH STREET LIGHTING U77L177ES, DRIVEWAYS, PEDE57R/AN
RAMPS ETC. MAY BE ADJUSTED AS
DIRECTED BY INE
ENGINEER/INSPECTOR.
9 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PEDESrR/AN
RAMPS WHERE SIDEWALK PER ADA AND IS EXISTING OR PROPOSED E
PUBLIC WORKS DEPARTMENT REQUIREMENTS.
10. ALL OFFSITE CONSTRUCTION TO BE PERFORMED AS PER THE
REQUIREMENTS OF THE CITY OF SOUTH MIAMI PUBLIC WORKS
DEPARTMENT. AND THE FLORIDA DEPARTMENT OF TRANSPORTATION
STANDARDS.
11. CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL NECESSARY
PERMITS PRIOR TO PERFORMING ANY WORK THIN 7HE
SHALL COORDINATE WITH THE CITY
Y
RIGHT-OF-WAY CONTRACTOR
OF SOUTH MIAMI PUBLIC WORKS DEPT. FOR ALL OFFSITE MEE77NGS AS
REQUIRED.
12. ALL EXISTING PAVEMENT MARKING IN CONFLICT WITH PROPOSED
SHALL BE REMOVED/REPAINTED TO MATCH PROPOSED,
Y
13. CONTRACTOR SHALL INSTALL TYPICAL REFLECTIVE PAVEMENT
MARKERS AS PER FDOT REQUIREMENTS.
D.
OF CURB UNLESS OT7-lERW/SE NOTE
14. ALL DIMENSIONS ARE TO FACE
15. CONTRACTOR SHALL COORDINATE WITH THE CITY 7HE LOCA T70N do
INSTALLATION OF PARKING METER POLES.
16. CONTRACTOR SHALL CONDUCT TELEVISED INSPEC71
ON OF ALL STORM
T R
DRAIN LINES PRIOR TO AND AFTER CONSTRUCTION.
25.00 R W
I
2.00' VALLEY GUTTER
7.00' 10.00' 5.00'
SURVEY
NEW lYs" TYPE S ASPHALT \-EXIST ASPHAL T
TO BE MILLED k
NEW 8" LIMEROCK BASE COMPACTED RESURFACED
TO 981*.' MAX. DRY DENSITY W/ 1 " TYPE
NEW 12" STABALIZED SUBGRADE S ASPHALT
COMPACTED TO 9511.1 MAX. DRY DENSITY
MIN. LBR = 40.
EXTEND BASE & SUBGRADE 1'
BEYOND BACK OF CURB.
NEW 4" CONC. SO W., 6" A T
ALL DRIVEWAY LOCA 770NS
DETAIL A
�-2
LEGEND
NEW 1 LZ" TYPE 'S' ASPHAL T PA VEMENT
,w 7'.._j , MILL 1" EXISTING ASPHALT PAVEMENT AND
0VERLA Y WI TH 1 " TYPE 'S' ASPHAL T PA VEMENT
EXIS77NG ASPHALT TO REMAIN
NEW CONCRETE
Til. T] T L NEW CONCRETE PAVERS
R EXISTING CONCRETE
EXIST. TO REUNN RESURFACED PAVEMENT
54WCUT AS REQUIRED MILL IN IXISTING ASPHALT PAVEMENT
(SEE PLAN) AND OVERLAY WITH IN TME S-1 ASPH4LT
PAVEMENT PROVIDE TACK COAT ON ALL
CONTACT SURFACES INCLUDING AT EDGE
IXIST. PAVEMENT OF EXISTING ASPHALT).
IXIS7ING UMEMOCK 84SE
NOT TO BE DISTURBED
SECTION 'C -C'
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
RONEY J. MATE U
AR 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12 65 1 S DIXIE HIGHWAY SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI FLORIDA 33155
N LTING ENG. INC.
PISTORINO it ALAM
CONSULTING
CIVIL ENGINEERING
:r
7171 SW 62ND AVENUE, 4TI"-,1,1:L'�OR a'
R
MIAMI FLORIDA 33143,
E .- 04"371• r
FL. REG. No EB 0 ,s, y
,w
N M
•'Y.
x.
MANUEL D. GARCIA
FL. P.E. No.: 47639 w
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
M A TE U ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR NY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
RE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
CHECKED NY:
ISSUE DATE:
REVISIONS
SHEET TITLE
GEOMETRY, PAVING,
PAVEMENT MARKING
AND SIGNAGE
SITE PLAN
SHEET: OF: W
C-2