HomeMy WebLinkAboutExhibit ACONTRACT PLANS COMPONENTS
ROADWAY PLANE
SIGNING AND PAVEMENT G MARKINPLANS
SIGNALLSATION APLANS
LIGHTING PLANS
STRUCTURE PLANS
21 DETAILED INDEX APPEARS
KEY HEETOFHMON
INDEX OF ROADWAY PLANS
SHEET NO SHEET DESCRIPTION
KEY SHEET
2 SIGNATURE SHEET
TY Plc AL SE, loll DETAILS
GENERAL NOTES
- ADJUSTMENTS
Dwrrem PLAN
343 - 102 TREE DI SKIS, ION PHA.,
ROAXIAY SOIL PROFILES
ROADWAY SOIL SURVEY
S Tel TE OF FLORIDA
5l
DEPARTMENT OF TRANSPORTATION
ROADWA Y PLANS
FINANCIAL PROJECT ID 447808-1-52-01 & 447808-1-52-02
(FEDERAL FUNDS)
MIAMI-DADE COUNTY (87120001)
STATE ROAD N0. 90 (US-41/SW 7TH ST)
FROM EAST OF SW 27TH AVE TO WEST OF SIP 2ND AVE
GOVERNING STANDARD PLANS.
Florida Department ot Transportation, EY 2025-28 Standard Plans tor Road and
Bridge Construction and applicable Intern nRevisions (1Rs).
Standard Plans for Road Construction and associated IRE are
available at the
is llowing webs0e: http://www.tdotgoV/deslgn/tandardplans
GOVERNING STANDARD SPECIFICATIONS:
Florida Department of Transportation, FY2025-28 Standard SpooSdatlons
Or Rood and Bridge ConstrUCLion aMe following
M, //www.tdogoV/prograanageme/Implerne tmmnt nted/Speceooks
PROJECT LOCATION 1/RL. mlo://JA, bsu�
PROJECT LIMITS: BEGIN MP 299E - END IMP 0.452
EXCEPTIONS: NONE
BRIDGE LIMITS: NONE
RAILROAD CROSSING: NONE
THIS PROJECT TO BE LET TO CONTRACT
WITH FINANCIAL PROJECT _MS).
443905-1-52-01, 043808-1-53-01, 447803-I-52 02
ROADWAY PLANS
ENGINEER OF RECORD:
MEHRDAD EBRAHINII, PE.
PE. LICENSE NUMBER 03921
H.W. LOC,HNER, INC.
8359 NW. 36 STREET, SUITE 369
MIAMI, FLORIDA 33178
(3051 593-9873
CONTRACT NO: CA1092
VENDOR NO.: F4-55413
FOOT PROJECT MANAGER:
MARIO DURAN, P.E.
OFF -SYSTEM
AGREEMENT
CONSTRUCTION FISCAL SHEET
CONTRACT NO. YEAR NO.
T6589 26
OFF -SYSTEM ROADWAY IMPROVEMENTS
RAMP WIDENING AREA DETAIL
NOTE. CONSTRUCT LONGITUDINAL AND TRANS,ERSE
JOINTS AS PER EJGT STANDARD 330-001
RuwmG s
MATCH FX1STA +, 65
'SEWN cs21-E
30 MATCA—=xm-.-
PC A 1,64- 0
MILLI, L.
RE URF AC'ING LIMITS
HATCH FAST
,TA. 30+65.32 ,
100-H EXIST
PC STA. 13+29.1S
STA. 30+95J5 R SNRVEY nth SI =
STA. 1314523 4 SURVEY Sl/ 40 AVE
MATCH F
PT STA. 13+0,.
EL= 1I9.3/I
SIRUCT EIPANSION JGINTS MATCHEXIST
STA. I2+86.,
SEE ROADWAY PLAN
DETAIL SHEET (DETAIL GI
FOR ADDITIONAL 1NEORPrATmS
WITCH EXIST
STA. ]2+43.4a
END 1 APER MATCH EYJST.
STA. II+9310
`EGIN TAPER.
STA. 1112086
FIAILINNCHORAGE
LTH G AFLARED 10,
STA. Su /4, sa28. LT.
R/W LANE
STA 5+59.
LT
BEGIN VLI0011N80
3TA. se 0.03 aR nO
BEGIN CSG 0P, "("
RESUREAHIIuG LIMITS
❑EI91 SNE OFTAlLfL_-
sJ A. 3I ss.63
STA. 56+59 "3
RT.
6IDI
uri
%op
Grol
>_- aWiME�oI, ,
CONSTRUCT 6440JR40
a^PROASH TH.115100N RETROFIT
I D, 4,0- -Hcl, s
LND WIDE,.
TL 3 GUARORAII
T—
LEGEND
1
uo�
pumil
ICI CLING a RESURFACING
PAVEMENT WIDENIN.,
6'CONCRETE 6mE1A01K
LONE.,IL SIU,VALR
CSNCRETE WIDENING
DETECTABLE WARNING
TORNAROmNJ
ENGINEER OF RECORD
DATE
DESCRIPTIoN
DATE
141,
LO LICENSE NUMBER. 9 921
F750 FL ,e nREETS0ITE ,no
POF T n, 3,1,1,1 PT01`.
CoUNTY
FINANCIAL PP.DJECT ID
SR 90
ROAD TVA Y PLAN
SHEET
NO.
43
OFF -SYSTEM SIGNING AND PAVEMENT
MARKING IMPROVEMENTS
1� L
/
A)�OJ J
0m1 O
=®i uiiiiii E/
SW 6th ST. ��r �,� SV/ 6th ST.
3d-- ____ 35
I I
00,
W LINE
L 0 SUES. Sw ain ST
1.90 1114
+ s70)
Q D U
INS
PlAmmitl
MATCH LINE 81+20.00
5.27
Rwulae
Rnm LINE
ENGINEER OF RECORD
SATE
ULECRIPTIoN
DATE
DESCRISTIorl
LO LICENSE NUMBER. 939.21
SETH
WSW, FL THe FEET. _S, IITE ,
rrza
d FF.iXT.IF.iT eiF TXnJnN�PJXT l PTOE
Rs AD 119
CoUNTY
FINANCIAL PRalECT ID
SR 90
SIGNING AND PAVEMENT
MARKING PLAN
SHEET
NO.
OFF -SYSTEM ROADWAY IMPROVEMENTS
HATCH LINE 81+20.00
6
n0'LT.
CNU C6TYPE"F" E
SOS
PT +140tit IT
1.1401.2ATIO,
OS IT.
RESIN CRS TYPE 'F
ATCH ERIS I.
STA H0+11S1
rll El El LI LI
SR 90 / SW 7th ST. Is"1
3�0F -- _ BF [ /�O FT(6inE— rno8 Nti
DESCRIPTIoN
0002RT
STA. 140+39.17 Q SURREY SR 90 =
STA. 90-00.00 (' SPAPPY Elk Art AVC
DATE DE CR
.ITSSrFE EXIST.
72.77' RT.
OG
MAICH r
PT STA 60,,,4
PC +04.99
25'
PT +RR,.
10 CC LT. RjN LINE
O RFD O r
---EE
141 142 143
PC +a4.27
JJ.95 RT.
R/Vl LINE
LICE�NSENUM. R. 93921
L 9 SO RV EY
dERIN ES6 TYPE "F"
MATCH ItIET
STA .40+11 SR
P� O 00 FT�
RR 50 414"RE ET _SPITE PAP
1,14141 FL
H/IN IINF
LEGEND
LLIIe S RESURFAnN6
7uurIONS
00 4" CR.CR ET SIDEWALK
I.E. - MATCH E,ISTl4�
DE Rik ERIS FTFG11,111,1 T.
Rs op Ns
SR 90
IN ANC', PRoJECT
ROAD TVA YPLAN
SHEET
NO.
OFF -SYSTEM SIGNING AND PAVEMENT
MARKING IMPROVEMENTS,
30
Im 9 m,I
ST 4. 131,
( WE, )
I0700 ] 69I IF
(T9 BE 2E1 ,-1 E.
10709 1 601
ERISTINE SI3A,
/oorvr
Slit 6th ST.\
R/W LINE
24' WHITE
L B Suave/ Slv 640 s
SW 6th ST.
F HEEUR1PLAS
EEC 0T C
VIITH 6,818
DO 0H i RER T YF_1
1161. 116IIH
WHITE/,RES RPIAS
AT 20 C/C
,62112I6 OTT' I
PREE9RHEo
THERMO, 2412
eCaCa
ac RRs (TP.I
\—R/IA/ LINE
le 2I22S
�R (RAAB 0 4 B)
1,00 168I2 AS
I,0 BE REP.E.
�A7Npl
p
Laa
as-)
1,51.821,11,1
DATE
OF 2-2
LICE�NSEuE NUMBER. 992
R750 0FL Se
ST- S, I
FEET. _ITE ,n0
12SF3X£5216 F TFG1.1255 11,1 £dE
CoLeNT
SR 90
SIGNING AND PAVEMENT
MARKING PLAN
SHEET --
No.
5-27
OFF -SYSTEM ROADWAY IMPROVEMENTS
-GIDI P( _-_ 1 wr
c(ol
MATCH E S'T
PT +20.06
PT STA 83 yE'L.01 OP.[2' LT.
TI04
+10+1009
P L
aL
250, LT
RMILLING s
ESURFACING LIMITS
IaATCH EXIST.
STA. 36-11.3.
yabEh -ST. 36
LA R/W LINE
RL E
qIAT, EXIST
SIA 81+,./4
SOD
FAL
EX
Q D U
STA.
STA_6+45.4J N SURVEY 5*
111,1.3
- hh MCI, LIMITS
n m.E
r 1 r
-
----- SW/ 620 5T.
'a,D} -i602--
5,11
+19.9C PT STA 82 2456
EEGIN 2&G TYPE 'F'
CH F,ST
CATS I A .42+F2. /,-
RAN LINE
1102.
MATCH LINE 81+20.00
16.5 18.5'
25'
RT
00. RI
ewi
Gw5
Ls ENG.
VA
MILLING a RESURFACING
WIDENING
o CONCRETE SIDEWALK
M.E. - MATCH EXISTING
❑rGINEER OF RECORD
DATE
DESCRIPTIoN
DATE
LO LICENSE NUMBER. 992
.F750 FLye49STREET . _SUITE ,no
1414141
AFT .1,3,11T4P001
CoUNTY
FINANCIAL PRoJECT ID
SR 90
447303,52-01
ROAD TVA YPLAN
SHEET
NO.
44
OFF -SYSTEM SIGNING AND PAVEMENT
MARKING IMPROVEMENTS
15
165'
MATCH LINE 81+20.00
❑EGINEER OF RECORD
Dare
DEFERIPTIEE
DATE
OFEENETIEN
LICE�NSEDNUMREN 93,1
RESE NSETH
FEET. _S SUITE ,
PUREEFL THe
d FF.iXT.IF.iT ROFT nSPJXTlPTOD
READ Es
LLFUETV
SR 90
LEALIDDRIOE
447303,1-52-01
SIGNING AND PAVEMENT
MARKING PLAN
SHEET
NO.
10(TITI
-
1650-2-109 I
FA PEDESTRIAN SIGNAL
HEAD DETAIL
EH I"I ISO -I M
/V
pro 51321,
4 AS
{ TF1 I TFL �J
0 O'O
®'O G O
SIGNAL HEAD AND SIGN DETAILS
/1L
SW 4 AV I sW 6 st
EXIST SIGN
41732 REMAIN)
nyE �r
sin, 6 st
EX T. SIGNINTERNAL. J LIMINATED
A I11J ST 9- 61, (24
I 700.5-21 I
PEDESTRIAN
DETECTOR SIGNS
A
1
3n r-
„
/E\
I GREEN II
A IS I.EN2I6iI
?I� LL .I1O1
NW CORNER
RIO-31 R10-31 R10-31 R10-31
9" X A o k A 5" X A 9' X A
OFF -SYSTEM SIGNALIZATION IMPROVEMENTS
CONTROLLER TN1IN6 REFERENCE TABLE
EH.LE DOPL3121I1
APPROACH DIRECTION
fl
EB
SB
APPROAC II POSTED SPEED ADM)
ALL RFD DISTANCE (FEET,
42
50
AG'
SA
rELLO, CLEARANCE
3.5/
ALL RED
PR
E )FEET
PEDENTRI AL WALK
13
14
12
3ONTRO)I FR NOTES
1. iI IANOF STFCET. 51/ 4 A/c
2 FLASHING' ODE RATIONS:
il'1/EAEIIT 4 ! R RED
ALL VEH. h PE, PDASES ACTUATED.
PHASE 1 IS ON RECALL
4. v)ATTAG'E JENARD: 454 MI
CONTROLLER ITEMS
630-2-12
632-]-1
635-2-11
635-1-12
63D-1-122
9-2-1
641-2-11
660-4-11
660-4-12
884-90-101
EA
EA
FA
45
2 IF
Fa
EA
EA
SW CORNER
reor. ruses
vcn9nl (rre)
E(1ST- (10E0 DETECl1011 ZONES
M VEMENTS
ZONE
V-1
VeA
37-2
VGA
V,
2
V2A
READ'/AL fTE 15
632-J-6
639-1-620
646-1 60
665-1-60
670-5-600
1 ES
1 EA
3 FA
R/W LINE
PROP FRI
SEP.'/ICE POINT
1 F A I 635-1-11 I
EXIST. EPL
RI REMIXED) NECT
6 RE
LF
(1 RUN L1 POWER,)
40 IF
630-2-12
639-1 1
EDES-TRIAN PEDESTAL
+77 15..oI un
630-2-11
635-2-]1
646-1-1
665-1-]1
EXIS(,
IAR TH71% 1
2 5/, 1635-2-11 I
P N LINE
5341_6_ST
EC
F V//'6A ///I
CID
PROP PEDESTRIAN PEDESTAL
ST A. 30+66.16. 25.5 3' RT
:l PI
L I]
2 EA
6 "-12
646 1-11
665-1-11
lU EXIST MAST ARA
(TO REMAIN,
2 EA 35- I
45 1 F
1 VIDEO, ] "'EDT?)I 630-2
NE CORNER
re0 i. DEo
„ AI (TYP)
R/2 LINE � O
SE CORNER
R/44' LINE
)2 5
/033) 1' VERs
212. MAST ARIA r; 1YJ
29 29'(LT) 'l
6 PUNS 1,
1 VIDEO, -PAP.1)
EA
ARM LENGTH = 36
0RI11 SEARING' = S 87'52' 17"
RR. . PEDESTRIAN PEDESTAL
ST A. 3.+1430, 34.52' (LTI
F (1 RUN /1 PED.II
1 EA
J EA
2 EA
0-1-12
635-1-JI
630-2-12
635-2-11
646 ] 11
665 1-11
- TST ALTO8E
3.4135.33
55 IF
(5 RUNS (2 SIGNALS,
l V RED-1)
-]J
R, V) LINE
ru4(D)
//N'254',//IO --
• _�6'; SURVEY
=(IW 6 S 6 AVE
A1 IMF
AREA� 2 EJA PEDESTAL ( r1�
PR. ST1 31+21.5a n1 24. (RT
J 'F (' RUN
)1 PED.11
1 FA
1 LA
EA
S IF
PED P
( RIN NERD
0-2 • 12 ,
665
639
Tn
0X/)TRAFFIC CABINET
.4536' (RT)
PROJISFO iN'NLL1 AND ILL I LR
ST.1 31120.12. 5&44'7R13
EXIST. T.., CALM.
(TO RE REP /ED1
TRW LINE
POLE (TP.)
SW 6 ST & SW 4AVE
INTERSECTION ID 5213
ENGINEER OF RECORD
NATE
SISCRIRTIoN
DEAL,. IDS
33332.1 CALVE N90 1 25; P.E.
LICENSE NUMBER: 625
, S.I I
MIAMI, FL .J-e TE nO
YM
DE Rik T.IF.iT e/F v ID OT 155PORT l TTDI
CDONTY
FINANCIAL PRDIECT ID
SR 90
SIIGWALIIZ ATION PLAN
SHEET
NO.
SIGNAL HEAD AND SIGN DETAILS
MEI= 0 0
SW 6 St
SW 3 Av
NW CORNER
INTERNALLY 1LLL'JIINATE0 INTERNALLY ILLUFINATED
=T FFT NA, SIGN ST FFT fAA'F SIGN
I 700-5-21 I 1700-5-21 I
2 LA 2 LA
PEDESTRIAN SIGNAL
HEAD DETAIL
MIF^IF°IMCD
I11�
L{ F, I TF 2 I TF3
0,0 0.®O.O
0.0
OFF -SYSTEM SIGNALIZATION IMPROVEMENTS
PEDESTRIAN
DETECTOR SIGNS
0 0 0 0
❑,
R19-31 R10-3I R19-31 R10-3I
CONTROLLER TIDING REFERENCE TABLE
APPROACH EIRECTIDE
EE
D (MPH)
JO
25
25
25
AN, (FEL1
422
ALL RED
PEDESTRIAN MOVEMENT
P2
P6
PG
PED. CROSS)NG DISTANCE (FEET)
PEDESTRIAN WALK
PEDESTRIAN CIEAHANCE
rONTRO(I ER NOTES
1 DINOF STREET: S113 AVE
2. FLASHING OPERATIONS-:
J IPV EAE NT 0 6 ft RED 01M1'
ALL VEIL Se PED. PILASES ACTUATED.
PHASE 1 IS ON RECALL
4. WATTAGE DEVAND: 472 W
,NTROLL ER ITEMS
630 2-12
632-I-1
635-2-12
639-1-122
639-2-1
641-2-12
660-4-11
0-4-12
670-5-
109
684-90-102
]LF
FA
LAI
EA
1 AS G
LL
1 EA
1 EA
4 EA
AS
VIDEO DETECTION ZONES
VIDE
CAMERA
MOVEMENTS
ZONE
V1
V-3
V4D
I/6A
SIN CORNER
Pa LINE
LF
(] 1 PEU7)
PROP PEDESTRIAN PEDESTAL
STA. 36+17.09. 23.17' (LT1
IF (1 RON
[1 ERD
1 LA
2 EA
R/6 LINE
RSNLa S
PROP. FPI
GER, ICE 1 EA I 635-2-VT 11I
- sio IlSW'(i ST3(
O V / I
PRGP. MAST AR
7 LF (5 RUNS t2 SIGNAIL, Ihll
IDES, l SP.APES U
4 EA
1 EA
ARM LENGTH 1 =
ARM 1 —
630-2-12
635-2-11
649-21-9
O PRLIP STAuPEDESTRIAN PEDESTAL
36+20.08,(RT) L
16 LE (1 RON
/1 PED D
1 LA
1 EA
2 EA
630-2-12
635-2-11
646-1-11
665-1-11
US
6U1101. r'.1 F
(y NU JS L] P L��)) 2 SIGNALS, 1 VIDE1 ' %SDIF
Rna I IIIF
R/W LINE
PROP. MAST ARM r,;S
30J0'(LT)9y
IA
AR
ARIA
ARI
639-2
649-21-5
V ISJkU\-I" tiff NAL
EST,
LENGTH I = 45.
RE6RING 2 — 220)42 40" IY
P E AIEDESTAL
ETA3, 73 ,-O. 222, HD(C
4'FrRIJN
❑Pan
1 EA
2 EA
630
ID 12 LF
I'1 RLi\5 I, S�I,i 615
O EU ]l
� ST
L
R/il
LINE
PROP. PEDESTRIAN PEDESTAL
STA �,7, , 2z,R IRT '/
630-2-12
635-2-11
c65-1-]J
3 FA
J LA
EA
42 L
l4 R p1E2 12 2Ji NAB.
PROP
2JI0 LN 0E1-ROLLER I JE
T
PED
STA. 3E 69.31, AB .]J' (HT)
GE
DISCGNJE_T AND METER _AN
STA- 36+6Y uT C O ?(IA)
SE CORNER
PROP% PEJ
�(c TYP.I
SW 6 ST AT SW 3 AVE
INTERSECTION ID 8346
DEVI
ENGINEER OF RECORD
DATE
DDSCAIATIoN
DATE
LALUER90 1 RS P.E.
LICENSE NUMBER: 625
MIAMIN, FL .J78 S.I ITC ,nO
, ]YM
DERA0 T.IF.iT Tl 8,1 e0V(
iF uJny'PJkT l
AHAD
CHENEY
FINANCIAL PAHIECT ID
SR 90
SIGNALLIIZ TTON PLAN
SHEET
NO.