11-06-08 Item 2e5OU71
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INCORPORATEo
• 1927 1
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CITY OF SOUTH MIAMI
INTER - OFFICE MEMORANDUM
To: City Commission Date: November 6, 2008
From: W. Ajibola Balogun F Re: Update on Miami Dade
City Manager ✓ County's Proposed Improvement
along SW 62 Ave
Commissioner Beckman's Request:
For update on Miami Dade County's improvement along SW 62nd Avenue.
Action Taken:
Through several communications by staff and Miami Dade County's consultant for the
project, we have confirmed their_. estimated .construction - commencement date -to be October 2009. They intend to complete construction by July 2010. Attached is a
detailed schedule submitted by the County and portion of their 60 % complete design
plans
Should you have any questions or comments, please do not hesitate to call me.
END OF MEMORANDUM
�F so Ur, '�,� City of South Miami
F PUBLIC WORKS DEPARTMENT
INCORPORATED 4795 SW 75th Avenue
12'
IV P Miami, FL 33155
o�
Tel. (305) 663 -6350 Fax (305) 668 -7208
MEMORANDUM
South Miami
bcftd
I �R
2001
To: W. Aj.ibola .Balogun, City Manager
From: Jose Olivo, P.E., Engineering & Construction Manager
Subject: Miami -Dade County Improvements to SW 62 "d Avenue (from SW 70`h St. to SW 64`h St.)
Date: October 30, 2008
Per your request, the .following is the status and anticipated schedule for completion that Miami -Dade
County Public Works Department- Highway Division has provided:
Status — Under design; _
Miami -Dade County (MDC) has,received_60% plans from their engineering consultant. MDC
has submitted a copy of the 60% plans for our review, which we should be receiving shortly.
• Complete Design
• Advertise for Bids
• Receive .Bids
• Contract Award
• Begin Construction
• End Construction
December 2008
March 2009
April 2009
September 2009
October 2009
July 2010
END OF MEMO
Page 1 of 1
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X ^$ I + I' MUST
N �J TURN RIG
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INDEX OF SHEETS
HS T• No SHEET DESCRIPTION
PLANS FOR PROPOSED
IMPROVEMENTS TO
SW 62nd AVENUE
FROM SW 70th STREET TO SW 64th STREET
1 COVER SHEET
2 TYPICAL SECTION MIAMI -DADE COUNTY PROJECT NO. 20030189
NOTE:
3 GENERAL NOTES PEOPLE'S TRANSPORTATION PLAN ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN
4 SUMMARY OF QUANTITIES SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.
5 SUMMARY OF DRAINAGE STRUCTURES
6 -9 PLAN k PROFILES
10 SIDE STREET ROADWAY PLAN
11 -12 SIDE STREET PROFILES
13 -16 DRAINAGE STRUCTURES 5 4 P° .346 9
17 -26 CROSS SECTIONS (EXISTING AND PROPOSED) TW2 T miami
TER 41
o
I
WEST 41
27 -29 TRAFFIC CONTROL PLAN d s 9
H 10 tt AMI
30 TABULATION OF QUANTITIES s% y 5.
t2 q =
31 -34 SIGNING AND PAVEMENT MARKING PLANS yy,,( W —t°h —t °Y N GAPS END PROJECT
CORAL
35 LIGHT POLE AND DATA PLAN 15 14 GABLES �a �Pc'Z STA 46 +75.25
36 -40 SIGNALIZATION PLANS 9 5 n s LOS °i] ea 3 P .43.241 9' ��pEt10
46 -48 BACK OF SIDEWALK PROFILES
P rk 0�.0 ➢INNER ICEY O 1 2
a20 tt 222. 24 V .. +F:r,:;i(:r: MILES
STANDARD INDEX DRAWNGS
41 GUTTER INLET TYPE V (DGI -02)
42 INLET, MANHOLE, JUNCTION BOX TYPE J&P (DSB -01)
43 DETAIL OF EXFTLTRATION DRAIN WITH PERFORATED PIPE (3 -E)
44 CURB INLET TYPES 1,2,3.&4 (DCI -01)
45 CURB INLET TYPES 5&6 (DCI -02)
THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE MIAMI -DADE
COUNTY PUBLIC WORKS DEPARTMENT STANDARDS AND SPECIFICATIONS PARTS 1, 2 AND 3. THE
MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR
STREETS AND HIGHWAYS, THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,
AS AMENDED BY CONTRACT DOCUMENTS.
MM NUT, S ssww
. aOD l"RE Yw DI
U'+l +st #`+lrtw fY+t6, law.
wwW.c dktmchlnp.ca n
BEGIN PROJECT
STA 25 +87.84
PREPARED FOR
MIAMI -DADE
lqm
MIAMI -DADE COUNTY PUBLIC WORKS DEPARTMENT
HIGHWAY DIVISION
STEPHEN P. CLARK CENTER
111 NW 1 ST
MIAMI, FLORIDA 33128
BY
7300 N. Kendall Drive, Suite 400
Miami, Florida 33156
Phone: (305) 670 -2350
Fax: 305) 670 -2351
Certificate o Authorization No. 7184
LENGTH OF JOB
LIN. FT,
MILES
ROADWAY
2,087.41
0.395
BRIDGE
-
-
GROSS LENGTH OF JOB
2,087.41
0.395
EXCEPTIONS
-
-
NET LENGTH OF JOB
2,087.41
0.395
ENGINEER OF RECORD:
ELIA NUNEZ
FLORIDA REGISTRATION P.E. Na 66276
60 % PLANS
OCTOBER, 2008
APPROVED
DIRECTOR OF PUBLIC WORKS
RECOMMENDED
ASSISTANT DIRECTOR
SUBMITTED
HIGHWAY DIVISION
PROPOSED
CHECK
DESIGN E.N.
DRAWN
DATE
SHEET I OF 48
s R/W LINE 35'
3
i;
3 9' 2' 13' 15.5'
V
3 I' LEVEL
Y SOD
NATURAL GROUND PGL
0.02 FT /FT 0.02 FT /FT
a
D
2:1 OR TO SUIT CONST. CONC. CURB
Q PROPERTY OWNER &GUTTER (TYPE F)
(NOT FLATTER THAN 6:1)
CONST. CONC. 12" STABILIZED SUBGRADE
CONST. 4" THICK CONC. SIDEWALK CURB & GUTTER MINIMUM CBR 30
(6" THICK 0 DRIVEWAYS) (TYPE F)
WHERE INDICATED ON PLANS TYPICAL SECTION
V
SW 62nd AVENUE
STA. 33 +06.85 TO STA 43 +46.30
NEW CONSTRUCTION
MIAMI -DADE COUNTY PUBIJC WORKS DEPT..
HIGHWAY DIVISION
SW 62 AVE
FROM SW 70 ST TO SW 64 ST
PROJECT NO, 20030189 SHEET. 7 _ OF
TYPICAL SECTION NOTES:
70'
1. ALL EXISTING LIMEROCK BASE THAT IS REMOVED IS TO BE
CONST. I@ SURVEY
R/W LINE
3 25
AT ALL CONNECTIONS AND INTERSECTIONS TO COUNTY STREETS AND
35'
l' LEVEL ROADS.
35'
9' 2'
13'
I
15.5'
13' BY 9.0'
NATURAL GROUND EDGES OF PAVEMENT, 6" BACK OF CURB.
VARIES 10
PARKING
LANE
ACCESS TO ALL PRIVATE PROPERTIES ADJACENT TO THE PROJECT
5.5 MAX.
8"
l' LEVEL
PROPERTY OWNER
3'
NATURAL GROUND
INCLUDED IN COST OF C & G.
0.02 FT
0.02 FT /FT
0.02 FT /FT
(6" THICK 0 DRIVEWAYS)
/FT
0.02 FT /FT 0.02 FT /FT
2:1 OR TO SUIT
DESIGN SPEED 35 MPH
PROPERTY OWNER C III
PGL
CONST. CONC. 6"
(NOT FLATTER THAN 6:1)
CONST. CONC.
PGL 12" STABILIZED SUBGRADE
VALLEY GUTTER
CONST. 4" THICK CONC. SIDEWALK
COB )GUTTER
MINIMUM CBR 30
CONST. CONC
(6" THICK 0 DRIVEWAYS)
FRICTION COURSE TYPE FC -3 (1' (110 LBS /SY)
R/W LINE
CURB (TYPE
WHERE INDICATED ON PLANS
TYPICAL SECTION
SW 62nd AVENUE
STA 26 +72.81 TO STA. 33 +06.85
AND
STA 43 +46.30 TO STA 45 +86.67
NEW CONSTRUCTION
- -- - ,. - _ - - -�
--
-- - LINEROCK- BASE- (8'� - THICK)-(PRIMED) WITH--
-- - - -
_ -
TYPE S -1 STRUCTURAL COURSE (21 (200 L8S /SY)
AND FRICTION COURSE FC -3 (1' (110 LBS /SY)
STANDARD CLEARING AND GRUBbIrm
0
5
70'
n
i
CONST. 3,P5' @ SURVEY
s R/W LINE 35'
3
i;
3 9' 2' 13' 15.5'
V
3 I' LEVEL
Y SOD
NATURAL GROUND PGL
0.02 FT /FT 0.02 FT /FT
a
D
2:1 OR TO SUIT CONST. CONC. CURB
Q PROPERTY OWNER &GUTTER (TYPE F)
(NOT FLATTER THAN 6:1)
CONST. CONC. 12" STABILIZED SUBGRADE
CONST. 4" THICK CONC. SIDEWALK CURB & GUTTER MINIMUM CBR 30
(6" THICK 0 DRIVEWAYS) (TYPE F)
WHERE INDICATED ON PLANS TYPICAL SECTION
V
SW 62nd AVENUE
STA. 33 +06.85 TO STA 43 +46.30
NEW CONSTRUCTION
MIAMI -DADE COUNTY PUBIJC WORKS DEPT..
HIGHWAY DIVISION
SW 62 AVE
FROM SW 70 ST TO SW 64 ST
PROJECT NO, 20030189 SHEET. 7 _ OF
TYPICAL SECTION NOTES:
R/W LINE
1. ALL EXISTING LIMEROCK BASE THAT IS REMOVED IS TO BE
INCORPORATED INTO THE STABILIZED PORTION OF THE SUBGRADE AND
IS NOT TO BE USED IN CONSTRUCTION OF THE PROPOSED BASE.
2. EXTEND LIMEROCK BASE (8" THICK) 6" OUTSIDE EDGES OF PAVEMENT
AT ALL CONNECTIONS AND INTERSECTIONS TO COUNTY STREETS AND
l' LEVEL ROADS.
3. STABILIZE ALL TURNOUTS AND INTERSECTIONS TO COUNTY ROADS AND
STREETS TO A DEPTH OF 12" (MIN CBR OF 30) AND 12" OUTSIDE
NATURAL GROUND EDGES OF PAVEMENT, 6" BACK OF CURB.
4. DROP CURB & DRIVEWAY CONNECTIONS SHALL BE PROVIDED FOR
ACCESS TO ALL PRIVATE PROPERTIES ADJACENT TO THE PROJECT
CONSTRUCTION. FINAL LOCATION OF DRIVEWAY ACCESS TO BE
2:1 OR TO SUIT DETERMINED BY THE ENGINEER.
PROPERTY OWNER
(NOT FLATTER THAN 6:1) 5. COST OF LIMEROCK BASE BENEATH CURB & GUTTER ARE TO BE
INCLUDED IN COST OF C & G.
CONST. 4" THICK CONC. SIDEWALK
(6" THICK 0 DRIVEWAYS)
WHERE INDICATED ON PLANS
DESIGN SPEED 35 MPH
SW 62nd AVENUE
STA. 25 +87.84 TO STA. 26 +72.81
AND
STA. 45 +86.67 TO STA. 46 +75.25
MILLING
MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH)
RESURFACING
FRICTION COURSE TYPE FC -3 (1' (110 LBS /SY)
R/W LINE
13' 8.5' Q.
PARKING
E
I' LEVEL
8'
NATURAL GROUND
PGL
0.02 FT /FT 0.40) 0.02 Fr /FT
7777,777 �l
2:1 OR TO SUIT
PROPERTY OWNER
CONST. CON (NOT FLATTER THAN 6:1)
CURB (TYPE
CONST. 4" THICK CONC. SIDEWALK
(6' THICK 0 DRIVEWAYS)
WHERE INDICATED ON PLANS
LIMEROCK BASE (8- THICK) (PRIMED) WITH BUS BAY DETAIL
DETAIL
TYPE S -1 STRUCTURAL COURSE (27 (200 LBS /SY) N.T.S.
AND FRICTION COURSE FC -3 (11 (110 LBS /SY) STA. 39 +74.72 TO STA. 41+33.61
REVISIONS E6a Nunn
P.E. u- Na. 66476 NAIVE BALE -E BAh PLWC WORK DEPARTMENT
DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION 2300 N Neaawpri.e, saae DE96rYlJEO E.N. OftAWN
Kmap Flarido 3.3156 BY B.� MIAMI -DADE "i°""A''01°p0N TYPICAL SECTION
Ph— (305) 670 -2.150 cxE y D1EBIa•:D smMw P. aAmc ¢nrtA
Far. GBS) 670 -2351 BY Ak BY AY. _ YIAYI.1 iL6RIBA MID
engineering Cerbfmde of Au_ niatian No. 7184 BJpcn` Bf. WA NUNEZ. P.E Nn 66276
v
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��{��{1 tea' A '"'�# -p, �'' r - y, A "•k . . :I HIGHWAY OIViSION
Ip - Yr -fi J: .�'.IfT 1T , _ OJ'1 - ^f
SW 62 AVE
t _ >1 �. °' \ �w r{s j,,`" u? s, t . ja 29 }i0 �. - FROM SW 0 ST TO SW 84 ST
"PROFESSIONAL � PROJECT NO. 20030189 SHEET a re
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r IRiu; NG . &" "RESURFACING
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MAYE
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Puwc WOWS OEPARTMT
MIAMI'' -OADE '0°,M;Y01i'�90N
S
PLAN AND PROFILE
GATE
BY
DESCRIPTION
DATE
BY
DESCRIPTION
GATE
BY
DESCRIPTION
0.G
AM
aan
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AY,
301St
F. dtA5 6A -1351
engineering ftrli4a(Y d ti0n No 7141
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MIAMI -DADE COUNTY PU8UC WORKS DEPT.
HIGHWAY DIVISION
SW 62 AVE
FROM SW 70 ST TO SW 64 ST
PROJECT NO. 20030189 SHEETS —OF 4M
0 20 40
SCALE IN FEET
50 LF (2) 6" YELLOW W/ 6" WHITE
6" WHITE REFLECTIVE PAV'T MARKERS 6'
(BI- DIRECTIONAL YELLOW 040' C.C) EXIST. R/W LINE
i
EXIST. R/W LINE r EXIST. R/W LINE
50 LF (Z) 6" YELLOW W/
6" WHITE REFLECTIVE PAV'T MARKERS
12' 1 12' �; .!
N d O l S (BI- DIRECTIONAL YELLOW 040' C.C)
BEGIN SIGNING AND U) j : EXIST RiW LINE PROFFESSIONAL ° ° 6" WHITE
PAVEMENT MARKINGS h g C CENTER -4 v) AV z9 MS -' 8" WHITE
STA. 25+10.49 '' SIN 6z AV
u
24" WHITE 1 i -4 7 !:
O PROP. (4)D3 -1 AND (1)R1 -1 18" WHITE
100 LF (2) 6" YELLOW W/ - ;�
REFLECTIVE PAV'T MARKERS -{ N 0 STA. 29 +41.14 (46.45' LT) PROP. REFLECTIVE PAV'T MARKERS
(BI- DIRECTIONAL YELLOW ®40' C;C) ;n
-,PROP. REFLECTIVE PAV'T MARKERS (BI- DIRECTIONAL CLEAR /RED TYP .))
6" YELLOWS (BI- DIREC. -DIRECTIONAL CLEAR /RED TYP.) _ Ex/sr. R/W LINE
EXIST.. R/W -C/NE _ - .. .._ .. ' - ,SLIP �5 " .; #v W, " r T. R/1V �
O _ - - - - -
2' 4'
6 WHITE.. - -.- __ - _ - - -- - -_ - -- 12" WHITE -- - -_ O
10' 30' PROP. REFLECTIVE PAV'T MARKERS 24" WHITE
. .L 12" WHITE' 5' 6" WHITE 70' SW 62 AVE. 6" WHITE
- _ 24" WHITE (81- DIRECTIONAL YELLOW TYP.) SW 62 AVE M
5 6" WHITE SKIP 26 _ 12" WHITE ' - -' 20 +82.00 28 E - - R 2, -� +98..37 25' _ E +78.37 <
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PROP. REFLECTIVE PAV'T MARKERS 8" WHITE ": \ r.
c �, (BI- DIRECTIONAL CLEAR /RE TYP.) AV L9 MS
E2 cl) `' N N 24" :WHITE 18" WHITE SW 62 AV
_ 50 LF (2) 6" YELLOW W/
PROP. R3 -7R v REFLECTIVE PAV'T MARKERS - cO STOP
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PROP. (1)M4 -5 0 LARKIN COMMUNITY (BI- DIRECTIONAL YELLOW 040' C.C) 24" WHITE rn to
® STA. 25+80.00 _ En
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• 1)M6 -1R 6" WHITE
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56 LF 2) 6" YELLOW W/ N -i L" ® STA. 30 +06.00 (40.25' RT)
( EXIST. R/W LINE EXIST. R/W L/A7E
REFLECTIVE PAV'T MARKERS
(BI- DIRECTIONAL YELLOW @40' C.C) £x/sr. a/w crnrE
6" WHITE
EXIST. RIW LOVE
PROP. REFLECTIVE PAV'T MARKERS
(BI- DIRECTIONAL CLEAR /RED TYP.)
v
R E V I S 1 0 N S
wj1 P.E. Lk r ._66276
.��,. ". „y. 7300 N K,M.n suD, 1ao
Q, Pews) sta 1i5o
F. (7051 670 -1751
engineering _Iifi d. 61 k anm60e N. 7184 -
11E
DATE
NAYE
DAff
MIAMI — DADE.. PMC WORKS OMMMENr
W04WAY OMSON
6 ,r- �U
nn1, awoA ssi76
SIGNING & PAVEMENT
MARKINGS PLANS
DATE
BY
DESCRIPTION
DATE
BY
DESCRIPTION
DATE
8Y
DESCRIPTION
DESam
B1'
E.ra
DRAMN
�Y
o.c.
CHEaED
A.u.
EMECIffO
6Y
AN
S1IPERVgD 6f: EUA NUNEZ. P.F. N. 66276
MIAMI -DADE COUNTY PUBLIC WORKS DEPT.
HIGHWAY DIVISION
SW 62 AVE
FROM SW 70 ST TO SW 64 ST
PROJECT NO. 20030189 SHEET 32 OF
0 20 40
SCALE N FEET
* REFLECTIVE PAV'T MARKERS 0 2' O.0
(BI- DIRECTIONAL AMBER)
R E V I S 1 0 N S .1n'�"'' P.E. Licem 2.._66276 NAIVE DATE NAME DATE _,_ PMC WORICS DEPARTMENT p I
DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION r..,x,;r 77aoMmK,Roda3315°eAOp DE9GhD ONAWN SIGNING & PAVEMENT
IN K .n D6 17156 er E.N. er °� MIAMI —DADE NI(iCINAY DIN9DN
Ph (7D5)670 -2750 CHECKED A.k HECQ 6EHQ °.QAAF�N� MARKINGS PLANS
F. (7057670 -2751 er Au. ?-.""3 nAU�tia�w uiafi
enaineerina CeAifirnte el / an[G1i6n No. 7184 9JPERN 61: WA NMNEL P.F Na 66376
6" WHITE
6" WHITE
EXIST. R/W LINE
Ilk
PROP. (1) R 1 -1 AND (4) D3 -1
TV
50 LF (2) 6te YELLOW W/
REFLECTIVE PAV T MARKERS
VACANT
® STA. 32 +81.00 (39.59' LT)
LOT
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YELLOW @40' C.C)
PROP. (1) R2 -1
o v
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PROP. S5-2
@ STA. 31 +80.00
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@ STA. 35 +80.00
(81- DIRECTIONAL YELLOW TYP.)
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_(BI- DIRECTIONAL CLEAR/RED TYP.)
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24" WHITE
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@ SURVEY
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,: PROP. W14 -2 ;; r
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£Aasr. R/w LINE
PROP.REFLECTIVE
p STA. 32 +81.00
as s1n31 invd TO BE RELOCATED
(BI- DIRECTIONAL
' W r v
CLEAR /RED TYP.) 39.00' LT
( )
PAUL TEVIS RD @ STA. 35 +05.00
sw 62 av
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PROP. (1) R2-1
1311(10
1311(10 SOUTH MIAMI PLAZA
PROP. S1 -1
AND R2 -SC PROP. SIGN S5 -1 AND S4 -1
® STA. 31+40.00
ON
yy
V
r
•
ON
® STA. 35+43.00 ® STA. 36 +88.00
°
EXIST. R/W LINE f I-
LEE PARK
EX6r. R/W LINE
I
STOP
a
CONDOMINIUMS
L'
N
N
50 LF (2) 6" YELLOW W/
REFLECTIVE PAV'T MARKERS
PROP.
(4)D3 -1, (1)W 14 -2 AND (1)R 1 -1
(BI- DIRECTIONAL YELLOW ®40 C.C)
0 STA.
33 +30.00 (34.85' RT)
S
N
o
6" WHITE
r
* REFLECTIVE PAV'T MARKERS 0 2' O.0
(BI- DIRECTIONAL AMBER)
R E V I S 1 0 N S .1n'�"'' P.E. Licem 2.._66276 NAIVE DATE NAME DATE _,_ PMC WORICS DEPARTMENT p I
DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION r..,x,;r 77aoMmK,Roda3315°eAOp DE9GhD ONAWN SIGNING & PAVEMENT
IN K .n D6 17156 er E.N. er °� MIAMI —DADE NI(iCINAY DIN9DN
Ph (7D5)670 -2750 CHECKED A.k HECQ 6EHQ °.QAAF�N� MARKINGS PLANS
F. (7057670 -2751 er Au. ?-.""3 nAU�tia�w uiafi
enaineerina CeAifirnte el / an[G1i6n No. 7184 9JPERN 61: WA NMNEL P.F Na 66376
ry
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PROP. SIGN S5 -1
EXISTING BUS SIGN AND S4 -1
TO BE RELOCATED ® STA. 44 +80.00
® STA. 43 +30.00
PROP. REFLECTIVE PAV'T MARKERS
(BI— DIRECTIONAL YELLOW TYP.)
EXIST. R/W LINE
�.. -. 6 WHITE
- --
I % 6" YELLOW PROP 6" DOUBLE YELLOW SOLID W/
M , 18" YELLOW STRIPES ® 20' O.C. E57.66 ;,)
F-
,
w 70e
Z 7�2+57.66 +08.43 22' 6" WHITE
J
2
EXIST. a/w ulvf
PROP.REFLECTIVE PAV'T MARKERS
(BI- DIRECTIONAL CLEAR /RED TYP.)
PRIVATE
RESIDANCE
• REFLECTIVE PAV'T MARKERS ® 2' O.0
(81- DIRECTIONAL AMBER)
6" WHITE W/. REFLECTIVE PAV'T MARKERS
0 c (BI- DIRECTIONAL CLEAR /RED TYP.) o za 40
11 W I l r r SCALE 04 FEET
3 d S J , EXIST R/W LINE
EXIST. SIGN EXIST. R/W LINE y/
(TO REMAIN) 150 LF (2) 6" YELLOW W/
_ (REFLECTIVE PAV'T MARKERS
(iHJla Nana I(BI-DIRECTIONAL YELLOW ®40' C.C)
EXIST. SIGN 1Sf1W _
(TO REMAIN) I3Ntl11HJ121J I ' SPEED
La
!�
PROP. (1) S1 -1 3. N 30j
& (1) W16 -7PL vv
® STA. 45 +79.50 I EXIST. s/cN
! I TO REMAIN EXST. SIGN
(54' LT) 0) I ( ) (TO REMAIN) w
4�- I J
NULA LLC li
N N = 6" WHITE = Z
PROP. SIGN B e 1
® STA. 45 +50.001
18" WHITE TYP. " PROP. R3 -7R
24 "` WHITE
( ) -S TA.-7+60
T N
- - _
24 WHITE _ 6 WHITE £xls - - — - - —
12" WH TE 12" WHITE 1.
EXISTING BUS SIGN
TO BE RELOCATED
® STA. 45 +00.00
o 1 +50.40
45
SW 62 AVE
24" WHITE -
MIAMI —DADE COUNTY PUBLIC WORKS DEPT.
HIGHWAY DIVISION
SW 62 AVE
FROM SW 70 ST TO SW 64 ST
PROJECT NO. 20030189 SHEET 34 OF
A +
,.
11 1 \
� 6" YE4LOW
SO.
- 0 25
24" WHITE
6 WHITE W/. REFLECTIVE PAV T MARKERS
(81- DIRECTIONAL, CLEAR /RED TYP.)
6 w
4 2' -4' KIF
47
SW 62 AVE.
o
P.E.UCer�.¢Ne.66276
7700 N K,M l Die, Sude 1CU
IF Erm NuDez
Mmmi, Florida 15fi Phone (705) 670-1750
Poi: 13 6770 -2751
engineering ceaD6tme er a o fian Na. 7184
(TO REMAIN) END PROJECT
>_ o
-!YELLOW
rn
STA. 46 +88.30
i END PAVEMENT MARKINGS
DTE
' =4' SKIP
31 LF (2)
SURVEY
10'
\
6.. YELLOW - --
BY
DESCRIPTION
DATE
BY
DESCRIPTION
DE N�
12" WHITE
6" WHITE
eY
aG
24"
WHITE
EXIST. RIW LINE
o = m
m 0
1
w
PROP. (1) S5 -2 w U
-lV
Ln
EXIST. s/cN
® STA. 45+17.00 Z i
P.E.UCer�.¢Ne.66276
7700 N K,M l Die, Sude 1CU
IF Erm NuDez
Mmmi, Florida 15fi Phone (705) 670-1750
Poi: 13 6770 -2751
engineering ceaD6tme er a o fian Na. 7184
(TO REMAIN) END PROJECT
>_ o
DATE
rn
STA. 46 +88.30
i END PAVEMENT MARKINGS
Z m o n w i ' Ex/sr. s/cN MEET & MATCH EXIST. PAVEMENT MARKING
D en Z C Z i. -I � (TO REMAIN)
T O
m M z
� n Z rn z �)►
�cn v
PROP. ( 1 ) S 1 -1 EXIST R/W LINE I r
I � EXIST. R/W LINE
& (1) W16 -7PL
& (1) SIGN A I 6" WHITE
® STA. 45 +50.00 r
X50 LF (2) 6" YELLOW W/
REFLECTIVE PAV'T MARKERS
i (81- DIRECTIONAL YELLOW 040' C.C)
1
I
r
I
REVISIONS
P.E.UCer�.¢Ne.66276
7700 N K,M l Die, Sude 1CU
IF Erm NuDez
Mmmi, Florida 15fi Phone (705) 670-1750
Poi: 13 6770 -2751
engineering ceaD6tme er a o fian Na. 7184
MANE
DATE
NAME
DTE
PtMC WOWS DEPARTMENT
MIAMI —DADE HIGNMY DNSI�
smxEN P. D,wN ¢xrtn
SIGNING & PAVEMENT
MARKINGS PLANS
DATE
BY
DESCRIPTION
DATE
BY
DESCRIPTION
DATE
BY
DESCRIPTION
DE N�
E.N.
eY
aG
CNAy ED
BY
A.�
o¢CKm
B.
A.°
SUPERV 61: WA NUNEZ. P.E. Na 65276
o°
a
S
IY
,p MIAMI -DADE COUNTY PUBUC WORKS DEPT,
y. "7c�"• ��"L <' 'f'�'�nca
- ^r+ft" M R:'•. .L .0 i`t+a :): r�ex�.y'.4.��r .' i :ih°k' -- t'p.� ;' 4sa_: Ny,�r ;i 4- .y;� ''•r - ._r>A��� Y..M,� f Y _ 1 =r,`:,r'i HIGHWAY DIVISION
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