PW-06-19-1465, 10050 NE 2nd AveMiami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Parcel Number Project
10050 NE 2ND AVE, Miami Shores, FL 33138 1132060131960 MIAMI SHORES VILLAGE
-ontacts
MIAMI SHORES VILLAGE Owner METRO EXPRESS INC Contractor
MIAMI SHORES VILLAGE DELIO TRASOBARES
10050 NE 2 AVE, MIAMI SHORES, FL 331382304
Other: 3057511271 Business: 3058851330
Inspection Requests
Description: SIDEWALK IMPROVEMENTS, INSTALLATION OF I Valuation: $ 200,000.00
TRAFFIC CIRCLE, MILLING AND PAVING e
NW 111 ST AND N MIAMI AVE i Total Sq Feet: 1,000.00j:
CONTRACT 20180096 WO#4 TRAFFIC CIRCLE ...j
Fees
Amount
Education Surcharge
$0.20
Public Works Permit Fee
$100.00
Scanning Fee
$9.00
Technology Fee
$0.80
Total:
$110.00
Payments
Date Paid Amt Paid
Total Fees
$110.00
Check # 10673
12/09/2019 $100.00
Cash
12/09/2019 $10.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining th eto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In a pting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits ar ired for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS I AVIT: I certify that all the foregoing information is accurate and that all work will be done in co liance ith all applicable laws
regulating co uction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signat Owner / Applicant / contrac / Agent pate NI
December 09, 2019 Page 2 of 2
D
.� f ON 2 20 9
i,•
l _ , Miami Shores Village �y t
Y Public Works Department
(305)795-2210
Public works forms are available from the building department, 10050 NE 2nd Ave., Miami Shores, FL 33138
PUBLIC WORKS PERMIT APPLICATION
Permit Type: Work in the Right -of -Way on Miami Shores Village or Miami -Dade Property
PermitYw Of.
Name of Annlicant (if utilitv see below): a111-AA i PALLe a o,
Owner off the following described property:
Legal Description: Lot Block Subdivision
Folio #; _
Address: Nam:/l7_7` AAA—t
UTILITY NAME: _
Qualifier/Authorized Agent:._.
Address:
City: State: ZIP:
Telephone: Email:
State Certification or Registration #: Certificate of Competency #
CONTRACTOR NAME: iPr?<S I Yi i.
Qualifier/Authorized Agent: � c Lew-e `
Address: c ; `k C'� tA) 100, r�
City: [A. P State: ZIP:
Telephor Email:
State Certification or Registration #: �� t, ? d t Certificate of Compet ncy #:
Requests permission tR install (describe work, attach eparate page if necess ry) in the ad -joining right of
way. ,1 5�,.�9�� (� ItiK�e/���.)� < �� ;��I,tiv.� �►i�.;(
Type of Work: ❑ Paving ❑ Utility j Sidewalk ❑ Electric ❑ Irrigation
(� Landscape ❑ Antenna Rn Other:
— I
DESIGNER: Architect/Engineer:
Address: -- 1 t l P W
City: M i cyt. i
Telephone: 3 cD�:
Registration #:
S
_ State: ZIP: 9 :3
ail: Qrx�zIf ca t@
Value of Work for this Permit: $2rPO�o Square/Lineal Footage of Work:
*****Fees*****
Permit Fee $ 100.00
Notary $ Training/Education $ 0.20 Technology Fee $ 0.80 Scanning $
Bond $ (if required) Total Fee Now Due. Z
J
Bonding Company's Name (if applicable):
Bonding Company's Address:
City:
State:
FM
Application is hereby made to obtain a public works permit to do the work in the right of way and
installations as indicated. I certify that no work or installation has commenced prior to the issuance of a
permit and that all work will be performed to meet the standards of all laws, regulation construction in
this jurisdiction. I understand that separate permits must be secured for
APPLICANT'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be
done in compliance with applicable laws regulating construction and specifically construction in the
right-of-way.
"WARNING TO APPLICANT: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO THE RIGHT-OF-WAY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a public works permit with an estimated value
exceeding $2,500, the applicant must promise in good faith that a copy of the notice of commencement
and construction lien law brochure will be delivered to the person whose property is subject to the
attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job
site for the first inspection which occurs seven (7) days after the public works permit is issued. In the
absence of such posted notice, the inspection will not be approved and a reinspection will be charged.
I
p I r A horized Argent
The foregoing instrument was acknowledged before
me this .2� � day of S ' a 20 11 , by
14A,'i�v Cifi*-1..'.t who
is personally known to me
itlentiiicatiea.
NOTARY
Signature-T� rc,3
Company/Utility Agent
The foregoing instrument � was acknowledged before
rye this 2-day of a J�J6 20_712_,, by
R �� t USc�bot�s who
isnarsnnally kno`n to me or who has produced
as
identification.
NOTARY PgB4[C:
Sign: ^
Sign:
All
���� ,PuB
P'L47$Q
Rafael A. Solorzano
J
Print:
Print:
SEAL: =4. "
Expires: June 14, 2021 SEAL:
at4,
Notary i'ublic Stave of Florida
rye
S'''fF"'���
Bonded thru Aaron Notary
�` r
E,ayne Patricia Fteina Hayek
comrnission GG 198102
Expires ti7l0712022
r
l� Public Works Director, or Designee
APPROVED BY: -A
2017-04-15
Arlenis Silvera
From: Arlenis Silvera
Sent: Friday, December 6, 2019 11:35 AM
To: 'delio@metroexpresscorp.com'
Cc: Chris Miranda; 'valero@miamidade.gov'
Subject: PW-06-19-1465
Attachments: Crystal ReportViewer1.pdf
Please see updated comments for PW-06-19-1465.
Contract # 20180096 WO# 4
Best Regards,
Arlenis Silvera
Permit Clerk Supervisor
For Inspection Request or Permit Status
you can visit our NEW online portal!
http://bldg. msvfl.gov/energov_prod/selfservice#/home
Miami Shores Village
10050 NE 2 AVE
Miami Shores, FI 33138
305-795-2204
www.miamishoresvillage.com
1
� Epis
YNTF3 aN g6
MR-
r d
WNW
PERMIT ADDRESS:
10050 NE 2ND AVE
PARCEL: 1132060131960
Miami Shores, FL 33138
APPLICATION DATE:
06/25/2019 SQUARE FEET:
1,000.00 DESCRIPTION:
SIDEWALK IMPROVEMENTS, INSTALLATION OF
EXPIRATION DATE:
12/22/2019 VALUATION:
$200,000.00
TRAFFIC CIRCLE, MILLING AND PAVING
NW 111 ST AND N MIAMI AVE
(CONTRACT 20180096 WO#4)(TRAFFIC CIRCLE)
CONTACTS
NAME
COMPANY
ADDRESS
Contractor
DELIO TRASOBARES
METRO EXPRESS INC
9442 NW 109 ST
MEDLEY, FL 33178
DELIO TRASOBARES
METRO EXPRESS INC
, FL
Owner
MIAMI SHORES VILLAGE
MIAMI SHORES VILLAGE
10050 NE 2 AVE
MIAMI SHORES, FL 33138
REVIEW ITEM STATUS REVIEWER
Public Works v.1 Requires Re -submit Chris Miranda email: pw
Comments: MOT must be redesigned. Does not match current traffic flow on NE 110 ST. For more information contact Public Works, Chris Miranda
at305-795-2210.
December 06, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1
I7-p 11 �
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Cuarz-Ac.TI1139,� s
Aak,(n CS
MIAMI SHORES POLICE DEPARTMENT
9990 NE 2nd AVE, Miami Shores, FL • (305) 759-2468
RE: Traffic Suggestion
N. Miami Ave & 103rd ST (Northbound) AND 103rd ST & NW 2nd AVE (Northbound)
12/7/2019
The following traffic recommendations are geared towards decreasing the amount of
traffic flow through the residential areas between 103rd ST & 1111h ST and between NW
2nd AVE & NE 2 AVE, as a result of the ongoing construction at N. Miami Ave & 11111 ST.
1. During the active work hours in which a construction company has N. Miami Ave
blocked off, a "ROAD CLOSED, LOCAL TRAFFIC ONLY" sign/barricade should be
placed at N. Miami AVE & NW 10311 ST, just North of the intersection, at the
Northbound lanes. The necessary space for local traffic should be left on the
outside lane. This sign/barricade should be removed and placed in a safe location
off the roadway, once N. Miami Ave is re -opened.
2. A message board advising of "ROAD CLOSED AHEAD, USE NW 5T" AVE OR NE 2ND
AVE" should be placed at N. Miami AVE & 100th ST (or where feasible).
3. During the active work hours in which a construction company has N. Miami Ave
blocked off, a "ROAD CLOSED, LOCAL TRAFFIC ONLY" sign/barricade should be
placed at NW 2nd AVE & NW 103rd ST, just North of the intersection, at the
Northbound lane. The necessary space for local traffic should be left. This
sign/barricade should be removed and placed in a safe location off the roadway,
once N. Miami Ave is re -opened.
A A _....._11 1/1 l%r`Ai TMA r1'lf� r1Ai_i \!�� ..:.�.� /L �.� :��J� _L �..IJ L.. .. 1_.._-1 �i 4n1 rd r-r Q Alf-
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Pt Ave, as well as at 103'd ST & NW 15t Ave, North of the intersections, to avoid
non -local traffic from driving Northbound into the residential areas.
— , _ ,, 103rd ST & NE 1st AVE
103rd ST & NW 15t AVE
Ofc. Armentero
. � .,.
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CONST. 32 LF_-
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OF 15* SOW
..: BEGIN CONST. CONC. BEGIN PROJECT
PIPE Of CURB & GUTIER TYPE F BEGIN CONSTRUCTION SCALE -IN -FEET
START CONST 6' M-A-TtH IfX19T. ELEV,
DRIVEWAY CONIC. SIDEWALK.
S 1; VIA 17+82
CONNECT TO _�sr 1! MATCH EXIST. ELEVATION
(CONCRETE) d cio - �22
EXIST. SIDEWALK
16 15* SOLID 1 1; UMnS OF MUM AND RMWACNO
0 Y
+51.0 _C, POPE GRASS -METAL FENCE
GENERAL NOTES:
c"I BEGIN CONST. CONC.
C. A. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES TWO FULL
-
END CONST. CPN i v- CURB & GUTTER TYPE F WORKING DAYS IN ADVANCE OF ANY EXCAVATION INVOLVING ITS UTILITIES SO THAT
.+84• >' CURB & GUTTER TYPE F MATCH EXIST. ELEV. A COMPANY REPRESENTATIVE CAN BE PRESENT. THE LOCATION OF THE UTILITIES SHOWN
10.6 -T MATCH EXIST. ELEV.
IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED
+4.8 PROP. 50 LF. OF 24"0
I I BY THE CONTRACTOR DURING CONSTRUCTION.
'9 RT '40. z FRENCH DRAIN AT 10' B. REGRADE AND/OR OVERBUILD AS NECESSARY TO DRAIN PROPERLY,
END CONST. 00I DEEP W/ END CAP
C. FOR UTILITY COORDINAMON/RELOCATIONIS. PLEASE CONTACT GIULIO MIGUO, UTILITY
CONIC. IGUTTER t` UN -2854.
o a� COORDINATOR, AT (305) 375
MATCF% EXIST. END PIOJECT
D. MILL EXISTING ASPHALT PAVEMENT (I.0" AVG. DEPTH)
END CONSTRUCTION
ELEV. I �Dwy E. RESURFACE USING FRICTION COURSE FC-12.5 (TRAFFIC C) (10)
STA 6.32 -------- 2 r1i
ROW LINE F. EXIST. TRAFFIC MAST ARMS & FOUNDATIONS TO BE REMOVED. FOR QUANTITIES PLEASE
MATCH B"AlION 5� REFER TO TRAFFIC SIGNS SHEET 3 OF 4.
6 (UNVERIFIED)
466
LUIMTTS MLLM AND RESLWACM
ELEV 11.
0y.
T CONST. 5' CONIC.
37.56
;ONST. CONIC ELEV 11 25' CONNECTOR W/ DWS
�ONNECTIDR W/ OWS 17
BEGIN CONST. CONIC. CONST. 5' CONC. SIDEWALK
CURB & GUTTER TYPE F END CONST. CONIC. •Goss :000*:
MATCH EXIST. ELEV. CONCRETE SIGN CURB & GUTTER TYPE F 40,41Ef
METAL FENCE CONST. 5' CONC. 4•FENCE so so
MATCH EXIST. ELEV.,
PROP. •50 LF. OF 24*0 CONST. 5 CONIC. --- CONNECTOR W1 DWS o*o so 666
Ib REMOVE EXISTING CYNMB • FRENCH DRAIN AT 10' ICONNECTOR W/ DWS
LINE CONIC. CONNECTOR-1 REM DatTING •fR 1W LINE 10 so see
.END CAP PROP? 50 LF. OF 24"0 FRENCH eaeoee
•
CT
DEEP W /'Row CHAIN-UNK CON CON
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00 CONCRETE SIDEWALK
23.
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7+OP BASM OF NJMM W/ DWS (TYP.JI9+0p
CONST, +55.4
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CONS,T. D CUB I lTrt-, F-Ala INV OF
E ELEV 10.90• ELEV 11.25 CONIC. CONNE(*INECTOR W/ PE
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OWS 15
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LINE 7R4fT7C CONTROL BOX V 11.60 ELEV METAL FENCE
WALK
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19. RT
ell ELLIE 1.4
11,76'
TBEGIN CONST. CONIC. -END CONST 6' ROW LINE
CONST. 5' CONIC.
B & GUTTER TYPE F CONST. 5' CON CONIC. SIDEWALK.
z MATCH EXIST, ELEV. CONNECTOR W/ D CONNECT TO MANHOLE
5 i SIDEWALK I' END CONST. CONIC.
BEGIN PROJECT WOODEN FENCE METAL FEACE EXIST. SIDEWALK RIM ELV 11.0
+86.4 BOTTOM ELV- 2.5'
ELECTRICAL BOX ON EXIST. CURB & GUTTER TYPE F
BEGIN CONSTRUCTION CONIC WY FULL OF WATER,• MATCH EXIST. ELEV.
CONNECTOR NO wprs _WSIATI-41
STA 6+=96 ZONNi - D,
P" LEGEND MATCH EXIST. ELEVAIM CHECK VALVE 'y461.6 GRASS R - _1 ___-CONS1r. 5' CONC,._
LMM OF MUM AND REStMACING WITH )VNHOLE ------- CONNECTOR W/ PWS
DENOTES NEW CONSTRUCTION R144 EZV 10.78' END PROJECT
- 12" STABILIZED SUB -GRADE LBR40 ELEV 11.35' P
BOTTOM CLV� 3.5' CONST. CONIC. RAM
END CONSTRUCTION
- LIMEROCK BASE 8- THICK (PRIMED) I I 24 '10 PIPE & �bNSVS'� CONIC. TYPE CR-C STA 12+ft7
- TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2- THICK) VALVE THROUGH W/ MA7CH EM. GIVA7101
: " CoiNkec"Tak W D
- FRICTION COURSE FC-9.5 (1 - THICK) MANHOLE PROP. 50 LF. OF 24 0 i umns OF MLLM AND RESLIAtIFACING
TOP PIPE EL V. DWY 11300
PAVERS FRENCH DRAIN AT I P' 13
7.o' ----- RELOICAIE EXIST DEEP W1 END (W 0
DENOTES INSTALLATION OF SOD TO MATCH EXISTING TOP OF VALVE TREE Lai
I
8.0' ROW
EL V. LINE -//!
*
X RELOCATE EXIST. TREE BUSHESOW LINE ..--4
REVISIONS
DATE REV NSCRIPYION MIAMI-DADE COUNTY
MIAMI- AD DEPARTMENT OF TRANSPORTATION ROADWAY PLANS
N MIAMI AVE & N 111 ST
AND PUBLIC WORKS so Ir 2.
Z) TRAFFIC ENGINEERING DIVISION % n• S T 4-b
-41
J. F.
Yam F/ed 1 0
PROJECT No. 20170026 _TSH0j OF 5 I R
\\miomidode\nas2\PWWM2\TE-Design\Tnova\mdc\TrofficCalming\NE SECTION\N APOWAR&Ati 5 ST CIRCLES\CADD N 111 ST\ DESIGN N Ill ST 3 11 17.dwg
11181111111110%
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7
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53.4
t �
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t ,
s S"N1F117F d 4�.5d it
YELLOW (TYP.) N.MIAkQ AVENUE
*«o +6 .5 6'WHITE +56.6
r� I
' r I
fiOW LINE I I�
I I
_. PRO ' BEi01N JECT I I �•
BEM PVMM7: Mmm
STA 8+80.98
CONNECT TO EXIST. PVMNT. MRKAS►
-._----_-_--.
I
SCALE —IN —FEET
BE= PROJECT
BEGIN PVMWT. M RKQ&
STA 17+82
CONNECT TO EXIST. PVMNT. MRKGB.
GENERAL NOTES:
A. ALL SIGNS AND PAVEMENT MARKING IN CONFLICT WITH PROPOSED
DESIGN SHALL BE REMOVED.
B. MATCH EXISTING PAVEMENT MARKINGS AT THE BEGINNING, AND
AT THE END OF THE PROJECT, AND AT ALL SIDE STREETS.
C. EXTEND STRIPING AT PROJECT END 'TO CORRECT STRIPING
ROW LINE OBLITERATED BY CONSTRUCTION DUE TO TRACK AND BITUMINOUS
TRACKING.
D. FOR PAVEMENT MARKINGS INCLUDING RPM'S, REFER TO FOOT
STANDARD INDEX 17302, 17344, 17346 AND 17352 AS ,'"•.•
APPLICABLE. • • • • 000
6' YELLOW W/ • ... • . • • .
. , . . .
BI-DIRECTIONAL •
R.P.M.'s 10'cc (TYP.) • • • • , ,
...... . ... ..
\ 0 .. ..
—_ZW LINE __�� •..•.. -
124- WHITE (TYP.) 6"%ViTE • • • �
•
N.MIAMI AVENUE
6'
WHITE
'(TYP') p 12' WHITE (TYP.)
� 0
1 �
" 1,2" WHITE
Aj 2'-2' W6 Ow LINE,
r
~ 1
r
OW LINE
1' I 2-6' YELLOW ,%%`�, . jr,. S�,�F
6" NMI i W/BI—DIRECTIONAL !,* ��..•'; �, E N s
i R.P.M.'s 20'cc
1CH UNE A + .,
MIAMI-DADE COUNTY
DEPARTMENT OF TRANSPORTATION
AND PUBLIC WORKS
TRAFFIC ENGINEERING DIVISION
O• OF .fie
• ,is
Yomile e�bAs �� 4780 _
131
STA 12+0.567
CONNECT TO EX1,ST. PVMNT. MRKO
PAVEMENT MARKING PLANS
N MIAMI AVE & N 111 ST
4
Ai
3
\nos2\PWWM2\TE-Design\
•- " %J G' _' I Ut-WUN I DA IE
TrofficCoiming\NE SECTION\N MIAMI A 1911111it AC 115 ST CIRCLES\CADD N 111 ST\ DESIGN N ttt ST 3 11 17.dwg
I!�
<, 1
i�
1 w
Y
2-
ROW LINE
-----•----------------_---- .__._«--. {
' W16-7P
i
i -
1
Wtt-2
rNw 111 STIR i
mm PRolm AS
i m3
STA 6+80.ld '
\� _ �RdW LINE 7P
lj W16-7P�'
,i Wit -2 /
` I ��..._..-------------
r
1 7
i OW UNE___
1
W22--6
SIGNS PLACEMENT
-SIGN MUST BE PLACED MINIMUM 2'
' FROM OUTSIDE CURB TO EDGE OF
SIGN AND i ABOVE GROUND FROM
BOTTOM OF SIGN.
NOTEe
-REMOVE ALL EXIST. SIGNS IN
CONFLICT WITH THIS DESIGN.
I
� Y
i 1
' ` ! 0 40
.. mm PRO=_--- SCALE -IN -FEET
STA 17+82
l•\-ROW LINE
F
r W11-2
I
U
W1 AS F
TRAFFIC SIGNAL REMOVAL
IiiAl ITEM
UNIT
QTY.
700-5-60
EA -
-4
690 1 -0__
90-34-2
_ EA
_EA
_.8 _
- 4
690-40
EA -
4 4�
69D-50
EA
1
90-51
EA
1
�690-90
PI
1
690-100
PI
1
690-101
AS
1
690-200
AS
20
-
N MIAMI AVE O
Dl-1IAS
# •
�� '-3 ..••.. ... ....
OW LINE W2-6 • .... • --
•
W11-2 WI
6 -7P .. •
„� • i •.••
/Rl(j 1
0W LINE ^
, -�� /W11-2
W16-7P 1-2 R1-2 �� W16-7P
N MIAMI AD4OOP
NE111 sTE�
Y WI6-7P
- Ot-1 I }
D1-1
lAS
WI1-2
Wit-2Ae
ROW UNE' i i' �RdW LINE •`,,,�f `'Q.ENS�•'•`��'i
d
NE ST + yq'• ,a 747 :'Y
" MIAMI-DADE COUNTY CC
CC
DEPARTMENT OF TRANSPORTATION �'1� 4u
® AND PUBLIC WORKS :•�O� ST O k/ `►
TRAFFIC ENGINEERING DIVISION ��� �► :_�'. �,P_� .Z�*�
TroffcCalming
3 ; Oi s- •0
TRAFFIC SIGNS PLAN
N MIAMI AVE & N 111 ST
W747801 J. P l74 04 19 I
►�I DE.51GN I DATE
& 115 ST CIRCLES\CADD N 111 ST\ DESIGN N 111 ST 3 11 17.-w,
•
3
us
w
0
bt
8
Y-
L 1 EXIST. CONK. WALKWAY
_
A_...r ._... .� \
i // \\ CONST. 5' CONCRETE CONNECTOR W/ DWS-'
i
-------------------
_ li
I I
11
It - ------
V - - -�--._. __ _ -
r 250'
W16-9p
D EXIST. TO REMAIN EXIST.
WALKWAY
i
;DARE I mrNO
57'
W16-
START CONST. 6' CONC. SWK.
CONNECT TO EXIST. WALKWAY
CONST. CONSTRUCTION JOINT
MATCH EXIST. ELEV.
T7—
SCALE IN FEET
PARKING LOT
Row LINE _ _ -
_ -- - W11-2 W16-9P
-CONNECT To EXIST. WALKWAY
CONST. CONSTRUCTION JOINT
W11-2 A •
W16-7pL
25W
NW 2 AVE
•
•••
• ••
••• •
•••4••
•
12" WHIT£ - f7c157 EDP • • • •
.-._--_.----.-..-_. _.. ..- .,..._.._.... •• • • •• •••
.._
L 5' CONCRETE CONNECTOR W/ DWS
ZAP
ONST CONK. RAMP ,: r _ - - _ ----
6'PE CR-C W/ DWS
ROW LtN£2
MIAMI-DADE COUNTY
DEPARTMENT OF TRANSPORTATION
AND PUBLIC WORKS
TRAFFIC ENGINEERING DIVISION
GENERAL NOTES:
A. ALL SIGNS AND PAVEMENT MARKING IN CONFLICT WITH PROPOSED
DESIGN SHALL BE REMOVED.
B. MATCH EXISTING PAVEMENT MARKINGS AT THE BEGINNING, AND AT
THE END OF THE PROJECT, AND AT ALL SIDE STREETS.
C. EXTEND STRIPING AT PROJECT END TO CORRECT STRIPING
OBLITERATED BY CONSTRUCTION DUE TO TRACK AND BITUMINOUS
TRACKING.
D. FOR PAVEMENT MARKINGS INCLUDING RPM'S, REFER TO FDOT
STANDARD INDEX700-101, 711-001 AND 706-001 AS APPLICABLE.
' ��,�• No .74780 • �
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SPLITTER ISLAND DETAILS
BRICK PAVERS
TRUCK APRON
��
c_=D
(S-D
BI-DIRECTIONAL
YELLOW R.P.M.'s
CONST. INLET TYPE D-3
CONST. CURB INLET TYPE
CONST. INLET SWALE
CONST. CURB INLET TYPE
REFLECTIVE YELLOW PAINT
W/ USF 5105
P-10 M W/ USF 5129
TYPE P-10M W/ USF 4700
P--10 M W/ USF 5129
EOP�
VALLEY GUTTER INLET
CURB INLET & 6176 GRATE
HINGED FRAME & 6223
CURB INLET & 6176 GRATE
6' "mouSAC YELLOW (TYP )
FRAME & 6148 GRATE
RIM EL. 10.70'
GRATE
RIM EL. 10.90'
81-DIRECTIONAL YELLOW R.P.M.'s
RIM EL. 10.53'
+97.48 (11.4 RT)
RIM EL. 10.65'
+83.25 (10.6 LT)
+61.70 (15.1 RT)
INV. EL.: 6.45'
+58.9 (22.2 LT)
INV. EL.: 2.74' (15" & 24")
OVA
INV. EL.: 6.28'
BOTTOM EL.: 4.45'
INV. EL.: 3,05' (15" & 24")
BOTTOM EL.: -0.76'
AS NECESSARY TO- VARIABLEBOTTOM
EL.: 4.28'
BOTTOM EL.: -0.45'
HIGHER ELEVATION MOSS SLOPE
��
(ED
E�a
TYPE 8 CURB. r DROP FROM TOP OF CURB TO EOP_--/'
CONST. INLET SWALE TYPE
P-10M
CONST. CURB INLET TYPE
CONST. SWALE INLET TYPE
CONST. SWALE INLET
1-1/2- SAIID `
W/ USF 4700
HINGED FRAME & 6223
P-10 M W/ USF 5129
CURB INLET & 6176 GRATE
D-3 W/ USF 4700 HINGED
TYPE D-3 W/ USF 4700
6-8` 1:10 CONCRETE Mlx�
GRATE
RIM EL. 10.58'
FRAME & 6223 GRATE
HINGED FRAME & 6223
Ir uMEROCK BASE -- - f
RIM EL. 10.30'
+97.45 (10.5 LT)
RIM EL. 10.60'
+49.1 (23.9 RT)
GRATE
RIM EL. 10.45'
(ABOVE STABILIZED SlfilGRADE)
+1.42 (21.3 LT)
INV. EL.: 5.5V (15" & 24")
INV. EL.: 3.05'
+75.1 (20.0 RT)
INV. EL.: 4.80' (15' & 24")
BOTTOM EL.: 2.08'
BOTTOM EL.: 1.05'
INV. EL.: 2.74'
BOTTOM EL.: 1.30'
BOTTOM EL.: 0.74'
ZEVISIONS
MIAMI-DADE COUNTY
A
REV
DESCRIPTION
MIAMI-DAD
DEPARTMENT OF TRANSPORTATION
AND PUBLIC WORKS
TRAFFIC ENGINEERING
DIVISION
SPLITTER ISLAND DETAILS
1
BRICK PAVERS TR1KK APRON
rill -DIRECTIONAL YELLOW R.P.N.'s
CAVE YELLOW PAINT
EOP
6' THERMOPLASTIC YELLOW (TYP.)
VARIES SODDING -81-DIRECTIONAL YELLOW R.P.M.'s
I iz7o2X
% ,, AIMABLE OVERBUILD AS NECESSARY TO
REMOVE ASPHALT R ' SLOpE HIGHER ELEVATION
BASE FOR LANDSCAPE
TYPE 8 CURB TYPE B CURB *� �TYpE 8 CURB, 3' DROP FROM TOP OF CURB TO EDP
'-1-1/Y SAM
SECTION 'A -A '- 6-8' 1:10 CONCRETE MIX
N.T.S. - . r UMEROCK BASE
OttlIi1I1$/1i11 (ABOVE STABILIZED SUBGRAOE)
-THE R.P.M.'s M A PLACED
FACING THE •1' G t 1V $ c►•.� CHES o
-ALE R.P. ! v G GAffGNiBJ cSH �CED rxi
FACING G vl o
*: e CONSTRUCTION DETAILS &
W w DRAINAGE STRUCTURES PLAN
S IOF 1.141 Z. N.MIAMI AVE & N 111 ST
r
Yam .Id �'4780 4 t?4 19