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CONST. NEW CONC. SDWK. AND TYPE 'F' C.&G. ALL N N `� U.P.
./ ACCESSIBLE RAMPS TO BE CONST AS PER CITY OF r
.:' ,., ;::::...'.' :.'.'.......... .. . a NOTE: SOUTH MIAMI PUBLIC WORKS REQUIREMENTS M ► i,' , M ' I ._ _ -.
.. .... o ,,. .
....... CONTRACTOR TO COORDINATE WITH THE CITY ♦ ' , , ^
. - ' OF SOUTH MIAMI FOR THE INSTALLATION OF �,
�.::.::.::::.:::.:..:.. NEW PARKING METERS do COLOR FOR ALL NEW SPECIAL SIGN NO :;
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a ' NEW SIDEWALKS AS MAY BE REQUIRED BY TYP. (SEE DETAILS ON PARKING -FIRE UNE -TOW _... TM %<:., 's ` "`
\ '''''''''' DWG. C-6. " ,. - ' ' %'"' ;.':L
THE CITY OF SOUTH MIAMI. ) AWAY ZONE
�. . . ... . . .� .., .! .... ......... w " " Q f
r�` : l ASPHALT PAVEMENT, TYPE D CONC. CURB, _ _ b ' ,
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P A . v E . M ,E N r............- TYP. SEE DETAIL TYR (SEE DETAIL ON TRASH COLLECTION SERVICE '� ► x ; i ~
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':.'.'.'.:.:.. '.' n . ' ON DWG. C-6). DWG. C-6). 1j, I I J
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EXISTING
ACCESSIBLE RAMP
GENERAL NO TES „� W
1. ENGINEER SHALL PREPARE SIGNING AND PAVEMENT MARKINGS ZPLA,'VS
IN AI SEPARAI TE SHEET 1 " = 50' SCALE MINIMUM. W W W "
2. ENGINEER SHALL VISIT SITE do VERIFY FIELD CONDITIONS BEFDP_E'".
PREPARING PROPOSED SIGNING AND PAVEMENT MARKING PLANS. a
W U Y
.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
PAVEMENT MARKING do SIGNS CONFLICTING WITH THE PROP05 D .".�,
ROADWAY CONSTRUCTION. � W
UUV U
V V•
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLA ROXl WOF kl "
PAVEMENT MARKING AND SIGNS AS SHOWN IN THE PLANS AND
APPLICABLE TRAFFIC DESIGN STANDARDS
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING
PA VEMEN T MARKINGS A T THE BEGINNING AND A T THE END OF THE
PROJECT AND AT ALL INTERSECTING SIDE STREETS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
REFLECTIVE PAVEMENT MARKERS ALONG THE ENTIRE LENGTH OF THE
PROJECT.
Z ANY SIGNING MATERIAL, INCLUDING SUPPORTS TO BE REMOVED, SHALL
H MIAMI
T R TO THE C/TY OF SOOT
BE DELIVERED BY THE CONTRAC 0
PUBLIC WORKS DEPARTMENT YARD.
8. SIGN ASSEMBLY LOCATIONS SHOWN !N THE PLANS WHICH ARE IN
CONFLICT WITH STREET LIGHTING UTILI TIES, DRIVEWAYS, PEDESTRIAN
RAMPS, ETC. MAY BE ADJUSTED AS DIRECTED BY THE
ENGINEER/INSPECTOR.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PEDESTRIAN
P R ADA AND
RAMPS WHERE SIDEWALK lS 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
l THIN THE
T PERFORMING ANY WORK W
PERM/ TS PRIOR 0
HALL COORDINA TE W/TH THE
CITY
RIGHT -OF WAY. CONTRACTOR S
OF SOUTH MIAMI PUBLIC WORKS DEPT. FOR ALL OFFSITE MEETINGS AS
REQUIRED.
12. ALL EXISTING PA VEMENT MARKING IN CONFLICT WITH PROPOSED
SHALL BE REMOVED/REPAINTED TO MATCH PROPOSED.
13. CONTRACTOR SHALL INSTALL TYPICAL REFLECTIVE PAVEMENT
MARKERS AS PER FOOT REQUIREMENTS.
14. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
A TION do
INA T WI TH THE CITY THE LOC
15. CONTRACTOR SHALL CODRD E
KING METER POLES
INSTALLATION OF PAR
TORM
16. CONTRACTOR SHALL CONDUCT TELEVISED INSPECTION OF ALL S
DRAIN LINES PRIOR TO
AND AFTER CONSTRUCTION.
25.00' R/W I
2.00' VALLEY GUTTER
6.00' 1 7.00' I I 10.00'
5.50' MA TCH EXIST PA VM T.
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r_ i ^7 r r T l . SIGN f " R/W LINE
- -
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rr
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'.'.'.' '.'.'.'.'.'.'.'.'.' is 7. t_ T T- f T 1_ Z
of _ Ir -1.__E _T.'. _ __l rr r rr m�rT 1. CONST. HEADER CURB AT ALL
�!. .....'.'.'.' EXISTING SIDEWALK GRADE TOWARD VALLEY GUTTER L:... �. s r f .. z:
�.,-'fir �Tr'r T T- . ITS P.C./P. T. LOCATIONS (TYP.) ALL EXISTING SIGNS TO REMAIN
PROP 2 VALLEY �. _T__.r J__. r._ r. _.. _ r_._7 .__ L. ., '` > _ SIGN
/ EXISTING TYPE r C*G. GUTTER, SEE PUN. �,+J.' � UNLESS OTHERWISE NOTED, TYP.
/.......
...... . - _ _._.. - ADi7lruri,r
.�..... / CONC.
/ .
EXPANSION JOINT PAVERS " EXP. JT .........:.:.:':':'.':, :::::..,. . ....;,..':
!..............�................/ " 1"SAND CED CUSS 11:.:':':':...:::::::::::::.:::::.:.::;:........III „rte
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PROP #"WIDE CONCRETE 1 ' SAND CED
HEADER CUM Wf 11'5 CONT. CONC. PAVERS
" EXP JT. CONC. CUSS 11
1. ". "c";=;::N;�, '`.ii }i ..:w;; o+ •.:ie; r'`z}e,
.AI I'.
... ..�
`� % 12" STACILIZED SU#GRADE (L#R=40) 5 /ARS • 12'
f '.'.'.' ' ,', .'.'..:.:.:.:.'. . O.C. #O7H WAYS - 12" STACILIZED
5 #ARS i 12'
i / SU#GRADE (L#R=40) O.C. ROTH WAYS`
�� ..... ... '.....:.:....:....:.:' ' NOTE
C' .'.'........./r f d CONTRACTOR SHALL COORDINATE WITH
� � ' '� .".':.':' SECTION A -A FOR AVER rW& LCOLOR, MTTERNR ET SECTION 'B -B'
liy�^ '.:..:.::... _ ,_.... I— _....,
�' /
5.00'
SURVEY
BASELINE
NEW Hl " TYPE S ASPHALT `--EXIST ASPHAL T
TO BE MILLED do
NEW 8" LIMEROCK BASE COMPACTED RESURFACED
TO 981T MAX. DRY DENSITY W/ 1" TYPE
NEW 12" STABALIZED SUBGRADE S ASPHAL T
COMPACTED TO 957 MAX. DRY DENSITY
MIN. LBR = 40.
� EXTEND BASE k SUBGRADE 1'
BEYOND BACK OF CURB.
NEW 4" CONC. SDWK., 6" A T
ALL DRI VEWA Y LOCA TIONS
[7ETAIL A
c•s
LEGEND
#'
NEW 1 P� - TYPE 'S' ASPHAL T PA VEMENT
MILL 1 " EXISTING ASPHAL T PA VEMENT AND
,,� , , �' 1_ ' OVERLAY WITH 1 " TYPE 'S' ASPHALT PA VEMENT
EXISTING ASPHALT TO REMAIN
" ',., NEW CONCRETE
rja' [ �z:r�-'� STs r1 NEW CONCRETE PA VERS
).. - 1. r -.T _�
EXISTING CONCRETE
ti ,
EXIST. TO REMAIN RESURFACED PAVEMENT '
SAWCUT AS REQUIRED MILL 1 " EXISTING ASPHALT PAVEMENT
(SEE PUN) AND OVERLAY WITH 1 " TYPE S-1 ASPHALT
PAVEMENT. (PROVIDE TACK COAT ON ALL
EXIST. PAVEMENT CONTACT SURFACES INCLUDING AT EDGE
OF EXIS77NG ASPHALT).
/ / / / / /
L/ -Z -Z � �
EXIS77NG LIMEROCK #ASE
NOT TO IE DIS7URNED
SECTION 'C -C'
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
RON
EY J. MATEU
AR 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.F.
12ri51 S DIXIE HIGHWAY, SUITE 209
MIAMI FLORIDA 33156
M,A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
416
9 SW 75TH AVENUE
MIAMI FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
A
CIVIL ENGINEERING ,
7171 SW 62ND AVENU .
41H FLonR�, �•
�r
MIAMI, FLORIDA 33143 .""" '
" . !`
FL. REG. No.: ER 0 4'397 r
!,.. ,':'. ' r,, t
N.
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�/�✓ ,,„
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7 �.
MANUEL D. GARCIA , �''' `'
• y
FL. F.E. No.: 47639 y-'
OXFORD UNIVERSAL
4311 PONCE DE LEON 1LVD,
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU 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
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
CHECKED BY:
ISSUE DATE:
REVISIONS
5Q FIRE DEPT. COMMENTS 06-11-08
I
SHEET TITLE
GEOMF,TRY, PAVING,
PAVEMEF�1T MARKING
AND SIGNAGE
SITE PLAN `'
SHEET: OF:
C"'
1
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