HomeMy WebLinkAboutBack-Up DocumentsList of Perpetual Easements Locations
Project Name
Private Property Owner
Easement Location
Miami River Greenway-
Curtis Park East,
40-B183603
Intertel Enterprises Inc.
2290 Northwest North River
Drive Miami, Florida 33125
Miami River Greenway-
Curtis Park East,
40-B183603
Cristina R. Prieto Olozaga
1651 Northwest 22nd Place
Miami, Florida 33125
Miami River Greenway-
Curtis Park East,
40-B183603
Maria E. Olozaga
1651 Northwest 22nd Place
Miami, Florida 33125
This instrument prepared by
and shall be retumed to:
Victoria Mendez, City Attorney
Office of the City Attorney
City of Miami
444 SW 2°d Avenue, Ste. 945
Miami, FL 33130
Folio No.:
Above Space is Reserved for Recording Information
PERPETUAL SIDEWALK & UTILITIES EASEMENT
THIS EASEMENT made this day of , 20 by
whose address is ("GRANTOR"),
to the CITY OF MIAMI, a Florida Municipal Corporation its successors and assigns, whose
address is 444 SW 2nd Avenue, Miami, FL 33130 ("GRANTEE").
WHEREAS: GRANTOR is the owner of fee simple title in and to the property described
in Exhibit "A".
WITNESSETH: That the GRANTOR for and in consideration of the sum of Ten Dollars
($10.00) and other good and valuable considerations paid, the receipt and sufficiency of which is
hereby acknowledged, hereby grants unto GRANTEE, its successors and assigns, a
perpetual easement for sidewalk & utilities purposes more particularly described, but not
limited to, pedestrian ingress and egress over and upon the sidewalk constructed thereon,
construction and modification of fixtures, amenities and utilities within the easement including
but not limited to street furniture, trees, grates, planters, street lighting, catch basins, drainage
structures, utility relocation or upgrade with full authority to enter upon, construct and
maintain the sidewalk, utilities and fixtures within the easement, as the GRANTEE and its
assigns may deem necessary, said land lying in Miami -Dade County, Florida, and legally
described in Legal Description (Exhibit "A").
RIGHTS GRANTED TO THE GRANTEE: The GRANTEE shall have the right to
clear and keep clear all trees, undergrowth, and other obstructions that may interfere with the
normal operation and maintenance of the easement by the GRANTEE, out of and away from the
herein GRANTEE right-of-way and that the GRANTOR, herein its successors and assigns, agree
not to build, construct or create nor permit others to build, construct or create, any buildings
or other structures on the herein granted easement that may interfere with the normal
operation of the sidewalk and utilities. GRANTOR further grants the reasonable right to enter
upon adjoining lands
Page 1 of 5
Doc. No. 947544_2
of the GRANTOR for the purpose of exercising the rights herein granted. GRANTOR may keep
the easement area landscaped and may maintain access driveway entrances in the easement area.
GRANTEE may at any time change the location of the sidewalk and utilities within the
boundaries of the easement right-of-way, or modify or adjust the size of the existing sidewalk
and or utilities it may determine in its sole discretion from time to time without paying any
additional compensation or granting additional consideration to GRANTOR or GRANTOR'S
heirs, successors, or assigns, provided GRANTEE does not expand its use of the easement
beyond the easement boundaries described above. GRANTEE shall promptly restore
landscaping or driveway entrances damaged by GRANTEE'S use of the easement area, to their
preexisting condition. GRANTEE shall maintain all sidewalks and utilities within the easement
area in good condition and repair. GRANTOR reserves the right to grant other easements within
the easement area, and to use the easement area primarily for GRANTOR'S own benefit,
provided such other easements and uses do not interfere with GRANTEE'S use of the easement
area as granted hereby.
TO HAVE AND TO HOLD the same unto said GRANTEE, its successors and assigns
forever, together with a covenant hereby knowingly, voluntarily and freely given by GRANTOR
not to sue or to maintain any civil or other claim, demand, proceeding, cause of action, debt,
default, or other relief against the said GRANTEE and its successors and assigns from any or all
personal injury, property damage, loss, or diminution of property rights arising or accruing by
virtue of the GRANTEE's activities, acts and omissions under this Easement and/or construction
and/or maintenance to the lands, if any, owned by the GRANTOR, laying adjacent, continuous or
abutting to the lands hereinabove described and the GRANTOR will defend title to said lands
against all persons claiming by, through or under said GRANTOR.
This Agreement shall be binding upon successors and assigns personal representatives,
heirs, executors, and administrators, of the parties hereto.
IN WITNESS WHEREOF, the said GRANTOR has signed and sealed these presents the
day and year first above written.
Signed, sealed and delivered in the presence of: (Two witnesses or corporate seal required by
Florida Law)
Signature of Witness Signature of GRANTOR
Print/Type Name of Witness Print/Type GRANTOR Name
Page 2 of 5
Doc. No. 947544 2
Property Address
Signature of Witness Signature of GRANTOR
Print/Type Name of Witness Print/Type GRANTOR Name
Property Address
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
The following instrument was acknowledged before me this day of
20, by , who is
personally known to me to or who has produced as
identification, and who did (did not) take an oath.
(Signature)
(Print/Type Name)
My Commission Expires:
Notary Stamp:
Doc. No. 947544 2
Page 3 of 5
GRANTEE:
City of Miami, a municipal
corporation of the State of Florida
ATTEST:
Todd Hannon, City Clerk Arthur Noriega, Ph. D. City Manager
APPROVED AS TO LEGAL FORM AND APPROVED AS TO INSURANCE
CORRECTNESS: REQUIREMENTS:
Victoria Mendez
City Attorney
Ann -Marie Sharpe, Director
Risk Management Department
Doc. No. 947544 2
Page 4 of 5
EXHIBIT "A"
LEGAL DESCRIPTION
Page 5 of 5
Doc. No. 947544 2
SHEET 1 OF 11
OFFICE OF
B-183603
ROADWAY TYPICAL
PROJECT NAME : CURTIS PARK
CITY OF MIAMI
CAPITAL IMPROVEMENTS
MIAMI RIVER
SECTION
GREENWAY
APPROVAL
NW 24th AVE TO NW 22nd AVE
0
* INCIIP
1III
®'
IIATEI •'
CITY OF MIAMI
(EAST)
PROJECT NUMBER : B-183603
FDOT LAP PROJECT NO.: 440837-1
PROJECT LOCATION : N.W. NORTH RIVER DRIVE FROM
11 30/2020 378:36 PM P:AB 183603_000 is_Park\roaoway\TY PDRD01.d6n
SHEET 2 OF 11
PROJECT IDENTIFICATION
PROJECT NAME MIAMI RIVER GREENWAY - CURTIS PARK EAST
PROJECT NUMBER: 8-183603 FDOT LAP PROJECT NO 440837-1
PROJECT DESCRIPTION N.W. NORTH RIVER DRIVE FROM NW 24th AVE TO NW 22nd AVE. PROJECT INCLUDES ROADWAY WIDENING,
NEW DRAINAGE, DECORATIVE SIDEWALK, SIGNING & PAVEMENT MARKINGS, LIGHTING AND LANDSCAPE.
PROPOSED ROADWAY TYPICAL SECTION
R/VV LINE
SURVEY
CONST.
lg I r
'
3.6' i I I
_ 1.25'
LINE
-
RN/ 25' i ' 1 RW 25'
�R/VV
I 1
. 50'
STANDARD CLEARING AND GRUBBING
1 i 20'
5'
6.6'
RECONSTRUCTION
i
10' 10'
10'
SODDED
SWALE
6"
LANE
_
LANE
j !
4H.
t
MIAIIII RIVER
GREENVVAY
6"
0.02
MAX.
I i I
PGP
I I
0.02' 0.02
0.02 MAX.
`
NATURAL GROUND
//`/`/'
/)
CONST. DECORATIVE CONCRETE SIDEWALK
(6" THICK)
CONST. CONCRETE SIDEWALK
(6" THICK)
CONST. TYPE "F" CURB & GUTTER
12" COMPACTED OR
RECONSTRUCTION STABILIZED SUBGRADE
TYPICAL SECTION
12"
\
`—CONST, TYPE "F" CURB & GUTTER
FRICTION COURSE: FC-9.5 (TRAFFIC C) (1') PG 76-22 NW N. RIVER DRIVE
STRUCTURAL COURSE: TYPE SP-9.5 (TRAFFIC C) (1") STA. 0+00.00 TO STA. 1+48.56 (It SURVEY)
BASE COURSE: OPTIONAL BASE GROUP 6 (8" LIMEROCK)
SUBGRADE: 12" COMPACTED 0R STABILIZED SUBGRADE DESIGNSPEED= 30 MPH
APPROVED BY
CITY PU5166it�V0 slan�c1 NURRENCE
Charles M
RECOMMENDED BY
Digitally signed by Misas,
Misas, Orlando Orlando
Date: 2020.1 zo7"15:39:15-05'oo'
arises MAltaro
Date: 2021.01.07
Alfa ro 13:55:54-05'00'
EITHEL M 2020.12.01
SIERRA 13:42:12-OS'00'
ORLANDO MISAS Date
PROJECT MANAGER
CHARLES ALFARO, PE Date
PUBLIC WORKS ASSISTANT DIRECTOR
EITHEL M. SIERRA, PE Date
ENGINEER OF RECORD
SChal laqulla 11/30/2020 3:18:37 P1111 P::V8-183603-Curtis_Park\roadv,ay\TYPDRDOI.dgn
SHEET 3 OF 11
PROJECT IDENTIFICATION
PROJECT NAME MIAMI RIVER GREENWAY - CURTIS PARK EAST
PROJECT NUMBER: B-183603 FOOT LAP PROJECT N0 440837-1
PROJECT DESCRIPTION N.W. NORTH RIVER DRIVE FROM NW 24th AVE TO NW 22nd AVE. PROJECT INCLUDES ROADWAY WIDENING,
NEW DRAINAGE, DECORATIVE SIDEWALK, SIGNING & PAVEMENT MARKINGS, LIGHTING AND LANDSCAPE.
PROPOSED ROADWAY TYPICAL SECTION
RAW LINE—\
I I L CONST.
!I
Ig ! SURVEY
I
VAR. 3'-10.6' 1
R/VV LINE
'--11 I�
VAR. 0.6 -13. 2' VAR. 1.03-2. 28'
RW VAR. 19'-35 RW 24'
I
VAR. 43'-59'
STANDARD CLEARING AND GRUBBING
20'
y
5'
8'
RECONSTRUCTION
Ir
I
10' I l I 10'
12'
SODDED
SVIALE
6
LANE
LANE
! I I
! ! I
II
SODDED
SVVALE
6"
NATURAL GROUND
_
x 0.02
MAX.
PGP ! I I
NATURAL GROUND
W
0.02 0.02
0.02
J
_ //I��jj��
EXISTING CHAIN LINK FENCE
(TO REMAIN)
CONST. CONCRETE SIDEWALK
(6" THICK)
RECONSTRUCTION 12' COMPACTED OR TYPICAL SECTION
STABILIZED SUBGRADE
72
NW N. RIVER DRIVE
FRICTION COURSE: FC-9.5 (TRAFFIC C) (1") PG 76-22 STA. 51+47.80 TO STA. 59+00.00
STRUCTURAL COURSE: TYPE SP-9.5 (TRAFFIC C) (1")
BASE COURSE: OPTIONAL BASE GROUP 6 (8" LIMEROCK) DESIGN SPEED = 30 MPH
SUBGRADE: 12" COMPACTED OR STABILIZED SUBGRADE
APPROVED BY
CITY PUBLIC VVORKS CONCURRENCE
Charles Digitally signed by
RECOMMENDED BY
oi9aal soi9"edbMisa r151ondo
Misas, Orlando oae:zozo.,z.o„5:39:4,.0500
Charles M Alfaro
Date:2021.01.07
M Alfaro13:56:30-05'00'
EITHEL M 2020.12.01
SIERRA 13:42:41-05'00'
ORLANDO MISAS Date
PROJECT MANAGER
CHARLES ALFARO, PE Date
PUBLIC WORKS ASSISTANT DIRECTOR
EITHEL M. SIERRA, PE Date
ENGINEER OF RECORD
SChallaqulla 11/30/2020 3:18:36 PM P::68-183603-Curtis_Park\roadviay\TYPDRDOI.dyn
SHEET 4 OF 11
PROJECT IDENTIFICATION
PROJECT NAME MIAMI RIVER GREENWAY - CURTIS PARK EAST
PROJECT NUMBER: 8-183603 FDOT LAP PROJECT N0 440837-1
PROJECT DESCRIPTION N.W. NORTH RIVER DRIVE FROM NW 24th AVE TO NW 22nd AVE. PROJECT INCLUDES ROADWAY WIDENING,
NEW DRAINAGE, DECORATIVE SIDEWALK, SIGNING & PAVEMENT MARKINGS, LIGHTING AND LANDSCAPE.
PROPOSED ROADWAY TYPICAL SECTION
RECONSTRUCTION
CL CONST. VAR. 0.25-16.85'
FRICTION COURSE: FC-9.5 (TRAFFIC C) (1") PG 76-22
STRUCTURAL COURSE: TYPE SP-9.5 (TRAFFIC C) (1")
BASE COURSE: OPTIONAL BASE GROUP 6 (8" LIMEROCK) R/vv LINE I
¢SURVEY
1 a�
. 5.91-28.92'
R/W LINE
SUBGRADE: 12" COMPACTED OR STABILIZED SUBGRADE
_ _
i
RW VAR. 0'-19' I RW VAR. 30.90'-53.85
- I
24' i l
VAR 28.20'-56.80'
STANDARD CLEARING AND GRUBBING
24' 1 i
VAR. 28.91'-37.30'
7'
MILLING & RESURFACING
PARKING LOT
RECONSTRUCTIONI
is
10' i 10'
MILLING & RESURFACING
_
-
0.02
(MAX.
SAWCUT
LANE
1 LANE
I
1
I
PGP i
it
i
II
0.02
5,4WCUT
1 1SAWCUT
0.02 0.0
O.U2
EXISTING CONCRETE BOAT RAMP
(TO REMAIN)
NATURAL
GROUND
CONST. C/.L/� /////L/ ///IL//////L/// ////// T// CONCRETE
SIDEWALK
/ ��--r.LTL./�rr T
(6" THICK)
EXIST. BASE &SUBGRADE
L�-r! /i _rLi/�rr
12" EXIST. BASE &SUBGRADE
CONST. TYPE "D" CURBF. (TO REMAIN)
CONST. 2' VALLEY GUTTER (TO REMAIN)
CONST. 2' VALLEY GUTTER
MILLING 12" COMPACTED OR
STABILIZED SUBGRADE
MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH) TYPICAL SECTION
NW N. RIVER DRIVE
RESURFACING STA. 59+00.00 TO STA. 60+00.00
FRICTION COURSE FC-9.5 (TRAFFIC C) (1") PG 76-22 DESIGN SPEED = 30 MPH
APPROVED BY
CITY PUBLIC WORKS CONCURRENCE
RECOMMENDED BY
Digitally signed byMisas,
Misas, Orlando o,Iando
Date: 2020.12.0115:41:58-05'00'13:56:55-05'00'
�,
Charles M �CharlesMAlfaro
Date:2021.01.07
Alfaro
EITHEL M 2020.12.01
SIERRA 13:42:57-OS'00'
ORLANDO MISAS Date
PROJECT MANAGER
CHARLES ALFARO, PE Date
PUBLIC WORKS ASSISTANT DIRECTOR
EITHEL M. SIERRA, PE Date
ENGINEER OF RECORD
SChallaqulla 11/30/2020 3:18:36 PM P::V8-183603-Curtis_Park\roadviay\TYPDRDOI.dyn
SHEET 5 OF 11
PROJECT IDENTIFICATION
PROJECT NAME MIAMI RIVER GREENWAY - CURTIS PARK EAST
PROJECT NUMBER: B-183603 FDOT LAP PROJECT N0 440837-1
PROJECT DESCRIPTION N.W. NORTH RIVER DRIVE FROM NW 24th AVE TO NW 22nd AVE. PROJECT INCLUDES ROADWAY WIDENING,
NEW DRAINAGE, DECORATIVE SIDEWALK, SIGNING & PAVEMENT MARKINGS, LIGHTING AND LANDSCAPE.
PROPOSED ROADWAY TYPICAL SECTION
R/W LINE
CONST.
I
M
1 I
0'-]3.1 D_ i
VAR. 5.87'-10'
SURVEY
1
R/W LINE
><I
RW VAR. 0'-22' i I I RVV VAR. 17.8'-67.9'
1
. 40'
STANDARD CLEARING AND GRUBBING
1 20'
RECONSTRUCTION:
10' j
-
10'
10'
NATURAL GROUND
LANE
•
i
LANE
MIAMI RIVER -
GREENWAY
6"
NATURAL GROUND
�--
- _ _ _ _ _ _
EXIST. CONCRETE SIDEWALK EXISTING SWALE7
61
W
I
PGP
0.02 I
1
0.02
l-
I
0.02 MAX.)
W
(TO REINAIN) (TO REMAIN)
%;//��;////////�.' (6, THI DECORATIVE CONCRETE SIDEWALK
12"
CONST TYPE "F" CURB & GUTTER CONST. TYPE "F" CURB & GUTTER
12" COMPACTED OR
STABILIZED SUBGRADE
RECONSTRUCTION TYPICAL SECTION
FRICTION COURSE: FC-9.5 (TRAFFIC C) (1") PG 76-22 NW N. RIVER DRIVE
STRUCTURAL COURSE: TYPE SP-9.5 (TRAFFIC C) (1") STA. 60+00.00 TO STA. 62+80.00
BASE COURSE: OPTIONAL BASE GROUP 6 (8" LIMEROCK)
SUBGRADE: 12" COMPACTED OR STABILIZED SUBGRADE DESIGN SPEED = 30 MPH
APPROVED BY
CITY PUBLIC WORKS CONCURRENCE
RECOMMENDED BY
eigi[allysignedbyMisas,O,lando
Misas, Orlandooae:Zo2o.,z.o„5:42:29_0500
Charles M Charles M Alfaro
Alfa ro Date: 2021.01.07
13.57.21-05'00'
EITHELM 2020.12.01
SIERRA 13:43:22-05'00'
ORLANDO MISAS Date
PROJECT MANAGER
CHARLES ALFARO, PE Date
PUBLIC WORKS ASSISTANT DIRECTOR
EITHEL M. SIERRA, PE Date
ENGINEER OF RECORD
SChallaqulla 11/30/2020 3:18:37 PM P::V8-183603_Curtis_Park\roadviay\TYPDRD01.dyn
SHEET 6 OF 11
PROJECT IDENTIFICATION
PROJECT NAME MIAMI RIVER GREENWAY - CURTIS PARK EAST
PROJECT NUMBER: 8-183603 FDOT LAP PROJECT N0 440837-1
PROJECT DESCRIPTION N.W. NORTH RIVER DRIVE FROM NW 24th AVE TO NW 22nd AVE. PROJECT INCLUDES ROADWAY WIDENING,
NEW DRAINAGE, DECORATIVE SIDEWALK, SIGNING & PAVEMENT MARKINGS, LIGHTING AND LANDSCAPE.
PROPOSED ROADWAY TYPICAL SECTION
R/W LINE
CONST.
If
1
VAR. 3.25'-4.65'
j Le SURVEY
I//
R/W LINE
RN 18' 1 RN 22'
1
40' .
STANDARD CLEARING AND GRUBBING
20' I
6'
RECONSTRUCTION
I I I
10' i i I 10'
10'
NATURAL GROUND
6
LANE
LASE
I
1I i 1 I
I
IIIIAI'AI RIVER
GREENWAY
6
NATURAL GROUND
�
0.02
MAX)
PGP
j
0.02 MAX.)
W
EXISTING CHAIN LINK FENCE
0.02
0.02
(TO REMAIN)
CONST. CONCRETE SIDEWALK
- /l/1
CONST. DECORATIVE CONCRETE SIDEWALK
(6" THICK)
(6" THICK)
CONST. TYPE "F" CURB & GUTTER
12" COMPACTED OR
STABILIZED SUBGRADE
RECONSTRUCTION TYPICAL
12"
SECTION
CONST. TYPE "F" CURB & GUTTER
NW N. RIVER DRIVE
FRICTION COURSE: FC-9.5 (TRAFFIC C) (1") PG 76-22 STA. 62+80.00 TO STA. 64+00.00
STRUCTURAL COURSE: TYPE SP-9.5 (TRAFFIC C) (1")
BASE COURSE: OPTIONAL BASE GROUP 6 (8" LII1IEROCK)
SUBGRADE: 12" COMPACTED OR STABILIZED SUBGRADE DESIGN SPEED = 30 MPH
APPROVED BY
` CITY PUBLIC WORKS CONCURRENCE
Digitallycigne Charles
RECOMMENDED BY
Digitally signed by Naas,
Misas, Orlando Orlando
Date: 2020.12.0115:43:01-OS'00'
Cfldrles M M Alfaro
D13:57:47
Alfaro -05'0Date:2021.01.07
ate: '
EITHEL M 2020.12.01
SIERRA 13:43:37-05'00'
ORLANDO MISAS Date
PROJECT MANAGER
CHARLES ALFARO, PE Date
PUBLIC WORKS ASSISTANT DIRECTOR
EITHEL M. SIERRA, PE Date
ENGINEER OF RECORD
SChallaqulla 11/3O/2020 3:18:37 PM P::V8-183603_Curtis_Park\roadviay\TYPDRDO1.dgn
SHEET 7 OF 11
PROJECT IDENTIFICATION
PROJECT NAME MIAMI RIVER GREENWAY - CURTIS PARK EAST
PROJECT NUMBER: 8-183603 FDOT LAP PROJECT N0 440837-1
PROJECT DESCRIPTION N.W. NORTH RIVER DRIVE FROM NW 24th AVE TO NW 22nd AVE. PROJECT INCLUDES ROADWAY WIDENING,
NEW DRAINAGE, DECORATIVE SIDEWALK, SIGNING & PAVEMENT MARKINGS, LIGHTING AND LANDSCAPE.
PROPOSED ROADWAY TYPICAL SECTION
I(1
IP SURVEY(LCONST.
I I s, i� R/VV LINE
R/W LINE —\
I
VAR! 0'-6' I
i
I 1
RW VAR. 18'-40.04' 1 1 RUV 22'
I I 1
VAR. 40'-62.04'
STANDARD CLEARING AND GRUBBING
I
VAR. 20'-24'
5'
VAR. 2'-15.60'
;RECONSTRUCTION
I
10' !
VARIES 1
0' TO 4' j 10'
10'
NATURAL GROUND
SODDED
SVVALE
6"
LANE
1i
1
,
LANE 1 LANE
I
II
1
AMAMI RIVER '*
GREENINAY
6"
NATURAL GROUND
0.02
MAX.)
1
PGP
1
0.02 (MAX.)
0.02
0.02
EXISTING CHAIN LINK FENCE
(TO REMAIN)
CONST. TYPE "E"
CONST. CONCRETE SIDEWALK CURB 6r GUTTER
- - - - - -
CONST. DECORATIVE CONCRETE SIDEWALK
(6" THICK)
12" COMPACTED OR
STABILIZED SUBGRADE
TYPICAL
RECONSTRUCTION NW
(6" THICK)
12"
CONST. TYPE "F" CURB & GUTTER
SECTION
N. RIVER DRIVE
FRICTION COURSE: FC-9.5 (TRAFFIC C) (1") PG 76-22 STA. 64+00.00 TO STA. 64+76.00
STRUCTURAL COURSE: TYPE SP-9.5 (TRAFFIC C) (1") DESIGN SPEED = 30 MPH
BASE COURSE: OPTIONAL BASE GROUP 6 (8" LIMEROCK)
SUBGRADE: 12" COMPACTED OR STABILIZED SUBGRADE
APPROVED BY
CITY PUBLIC WORKS CONCURRENCE
l~ f~
RECOMMENDED BY
Digitally signed by Misas, Orlando
Misas, Orlando patt:=g,i]A115A3:31-0500'
Charles M Alfaro
Date: 2021.01.07 13:58:14
Alfaro -05'00
2020.12.01
EITHEL M SIERRA 13:43:51-05'00'
ORLANDO MISAS Date
PROJECT MANAGER
CHARLES ALFARO, PE Date
PUBLIC WORKS ASSISTANT DIRECTOR
EITHEL M. SIERRA, PE Date
ENGINEER OF RECORD
SChallaqulla 12/1/2112G 1:25:26 PM P::68-183603_Curtis_Park\roadviay\TYPDRD01.dyn
SHEET 8 OF 11
PROJECT IDENTIFICATION
PROJECT NAME MIAMI RIVER GREENWAY - CURTIS PARK EAST
PROJECT NUMBER: 8-183603 FDOT LAP PROJECT N0 440837-1
PROJECT DESCRIPTION N.W. NORTH RIVER DRIVE FROM NW 24th AVE TO NW 22nd AVE. PROJECT INCLUDES ROADWAY WIDENING,
NEW DRAINAGE, DECORATIVE SIDEWALK, SIGNING & PAVEMENT MARKINGS, LIGHTING AND LANDSCAPE.
PROPOSED ROADWAY TYPICAL SECTION
IN
SURVEY
VAR. 3'-7.20'
CONST.
R/VI' LINE
R/W LINE
I
VAR. 6'-9.5' I
RW VAR. 40.04'-60' I ! RV/ VAR. 22'-37'
!
! I i
i 24'-40' VAR. 10'-12'
5'
VAR. 4'-1T
10'
I ! MILLING
VARIES
4' TO 10'
& RESURFACING
! 10'
VARIES
0' TO 10'
STANDARD
CLEARING
AND GRUBBING
6-10'
NATURAL GROUND---\
SODDED
SWALE
6'
LANE
LANE
! !
11h
!
LANE
!
1
LANE
r►
MAIM RIVER
GREENWAY
x
NATURAL GROUND
0.02
SAWCUT
I
D 02
PGP
SAWCUT
6"
0.02 (MAX.
W
0 D2
0.02
/l
EXISTING CHAIN LINK FENCE
CONST. TYPE "F"
CONST. CONCRETE SIDEWALK CURB & GUTTER
(6" THICK) ASPHALT CURB PAD
/ / /
/////// //�// ///�/////////////////
(TO REHAIN)
CONST, DECORATIVE CONCRETE SIDEWALK
(6" THICK)
12" COMPACTED OR EXIST. BASE & SUBGRADE (TO REMAIN) CONST. TYPE "F" CURB & GUTTER
STABILIZED SUBGRADE
TYPICAL SECTION
MILLING NW N. RIVER DRIVE STABILIZED CONTACTEDOR
MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH) STA. 64+76.00 TO STA. 65+80.00 ASPHALT CURB PAD
RESURFACING DESIGN SPEED = 30 MPH
FRICTION COURSE FC-9.5 (TRAFFIC C) (1") PG 76-22
APPROVED BY
CITY PUBLIC WORKS CONCURRENCE
Dig,.arr„N,gfh rIQS
RECOMMENDED BY
Digitally signed by Micas, Orlando
Micas, Orlando oa,ezo2o.,2.o„5:�:o�-05w
Charles M M Alfaro
Alfaro Date:2021.01.07 13:58:39
05'00'
EITHEL M SIERRA 2020.12.01
13:44:07-05'00'
ORLANDO MISAS Date
PROJECT MANAGER
CHARLES ALFARO, PE Date
PUBLIC WORKS ASSISTANT DIRECTOR
EITHEL M. SIERRA, PE Date
ENGINEER OF RECORD
SChallaqulla 12/1/202U 1:29:15 PM P::V8-183603_Curtis_Park\roadviay\TYPDRD0I.dyn
SHEET 9 OF 11
PROJECT IDENTIFICATION
PROJECT NAME MIAMI RIVER GREENWAY - CURTIS PARK EAST
PROJECT NUMBER: 8-183603 FDOT LAP PROJECT NO. 440837-1
PROJECT DESCRIPTION. N.W. NORTH RIVER DRIVE FROM NW 24th AVE TO NW 22nd AVE. PROJECT INCLUDES ROADWAY WIDENING,
NEW DRAINAGE, DECORATIVE SIDEWALK, SIGNING & PAVEMENT MARKINGS, LIGHTING AND LANDSCAPE.
PROPOSED ROADWAY TYPICAL SECTION
VAR. 3'-44.95 CONST.
RAW LINE
i 8 SURVEY FR/W LINE
It •
I
VAR. 3.23-12.03' I
RIN VAR. 29.65'-48.80' I ' I RIN VAR. 18.01'-85.35'
i
VAR. 0'-22.30'
r
j
I 30'
VAR. 10'-12'
MILLING &
VARIES
VARIES
0' TO 10'
RESURFACING
1 25'
STRIPED UE ER
10'
I MILLING & RESURFACING
!
j VARIES
0' TO 10' I 10'
VARIES
0' TO 10'
STANDARD
CLEARING -
AND GRUBBING
VAR. 8'-10'
LANE
LANE
,
_ _
LANE LANE
I
_
_ 3
L4NE
MIAMI RIVER
GREENWAY
6"
NATURAL GROUND
NATURAL GROUND
0.02
I
PGP
0.02 ' 0.02
CUT
SAVV0.02
—
0.02 MAX.)
W
0 02
EXISTING CHAIN LINK FENCE
(TO REMAIN)
EXIST. CONCRETE SIDEWALK �j���������1/����������////����������������/�////
(TO REMAIN) /
CONST. DECORATIVE CONCRETE SIDEWALK
(6" THICK)
EXIST. TYPE "F" CURB & GUTTER CONST. TYPE "F"
EXIST. BASE & SUBGRADE(TO REMAIN) CURB & GUTTER
ASPHALT CURB PAD
TYPICAL SECTION
MILLING NW N. RIVER DRIVE STABILIZEDT COMPACTED
MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH) STA. 65+80.00 TO STA. 68+44.00
RESURFACING DESIGN SPEED = 30 MPH
FRICTION COURSE FC-9.5 (TRAFFIC C) (1") PG 76-22
APPROVED BY
CITY PUBLIC WORKS CONCURRENCE
RECOMMENDED BY
Digitally signed by Misas,
Misas, OrlandoDa
oae:te:202g.,2.g„5:44:33-gs,00,
Charles M MAlfaro
Alfaro Date: 2021.01.07 13:59:06
-05'00
EITHELM 2020.12.01
SIERRA 13:44:22 05'00'
ORLANDO MISAS Date
PROJECT MANAGER
CHARLES ALFARO, PE Date
PUBLIC WORKS ASSISTANT DIRECTOR
EITHEL M. SIERRA, PE Date
ENGINEER OF RECORD
SChallaqulla 11/30/2020 3:18:37 PM P::V8-183603_Curtis_Park\road:' oy\TYPDRD01.dyn
SHEET 10 OF 11
PROJECT IDENTIFICATION
PROJECT NAME MIAMI RIVER GREENWAY - CURTIS PARK EAST
PROJECT NUMBER: 8-183603 FDOT LAP PROJECT NO 440837-1
PROJECT DESCRIPTION N.W. NORTH RIVER DRIVE FROM NW 24th AVE TO NW 22nd AVE. PROJECT INCLUDES ROADWAY WIDENING,
NEW DRAINAGE, DECORATIVE SIDEWALK, SIGNING & PAVEMENT MARKINGS, LIGHTING AND LANDSCAPE.
PROPOSED ROADWAY TYPICAL SECTION
RECONSTRUCTION
R/W LAVE_
SURVEY, N _\
5'
SURVEY
FRICTION COURSE: FC-9.5 (TRAFFIC C) (1") PG 76-22
R/IN LINE STRUCTURAL COURSE: TYPE SP-9.5 (TRAFFIC C) (1")
BASE COURSE: OPTIONAL BASE GROUP 6 (8" LIMEROCK)
SUBGRADE: 12" COMPACTED OR STABILIZED SUBGRADE
RW 25
RVV 25'
15'
VAR. 20'-64'
—2'
LEVEL SOD
STD. CLEARING & GRUBBING
1
2
10
10
RECONSTRUCTION
VAR. 25' TO 43'
EXISTING SWALE
��ISA DEL MAR MARINA
111TAMI RIVER
GREENIVAY
LANE
LANE
PARKING
LOT
(TO REMAIN)
SOD
G"
1
1
0.02 (MAX.)
EXISTING SEAWALL
CONST.
////////
0.02 0.02
I.#2
.1.
� — —
----
DECORATIVE
CONCRETE
SIDEWALK
12'
(6" THICK) CONST. 2' VALLEY GUTTER
........................................ "F"
CONST. TYPE
EXISTING DECK CURB & GUTTER TYPICAL SECTION
(TO REMAIN) 12" COMPACTED OR
NW 24th AVENUE
EXISTING STABILIZED SUBGRADECH
FENCE (TOREMAIN) DESIGN SPEED = 30 MPH
APPROVED BY
CITY PUBLIC VVORKS CONCURRENCE
RECOMMENDED BY
Digitally signed by Misas,
Misas, Orlando Orlando
oaie:zozo.iz.m is:as:oa-osoo
DiyyrreJ Ly Cher Ie� M
Charles M Alfaro Alfaro
Date: 2021.01.0713:59:33
-05'00'
EITHEL M 2020.12.01
SIERRA 13:44:53-05'00'
ORLANDO MISAS Date
PROJECT MANAGER
CHARLES ALFARO, PE Date
PUBLIC WORKS ASSISTANT DIRECTOR
EITHEL M. SIERRA, PE Date
ENGINEER OF RECORD
SChal laqulla 11/30/2020 3:18:37 PM P..V8-183603_Curtis_Park\roadviay\TYPDRD01.dyn
SHEET 11 OF 11
PROJECT IDENTIFICATION
PROJECT NAME MIAMI RIVER GREENWAY - CURTIS PARK EAST
PROJECT NUMBER: 8-183603 FDOT LAP PROJECT NO 440837-1
PROJECT DESCRIPTION N.W. NORTH RIVER DRIVE FROM NW 24th AVE TO NW 22nd AVE. PROJECT INCLUDES ROADWAY WIDENING,
NEW DRAINAGE, DECORATIVE SIDEWALK, SIGNING & PAVEMENT MARKINGS, LIGHTING AND LANDSCAPE.
PROPOSED ROADWAY TYPICAL SECTION
STD. CLEARING & GRUBBING
7'
3' SAFETY ZONE
VAR. 10'-28'
2' BULKHEAD/SEAWALL
NATURAL GROUND
SOD
MIAMI ROVER
GREENWAY
0.02
(MAX.)
—_
SEE DETAIL BELOW
6 1:6
WIDEN 1' 1' (TO REMAIN)
EXISTING RUBBLE RTPRAP
(TO REMAIN)
MIAM! ROVER
24"
CONST. DECORATIVE CONCRETE
SIDEWALK (6" THICK)
1�, •
-
'I
3/4"-1-1/2" DIAMETER
RIVER ROCK SET IN A
MORTAR BED, UNIFORMLY
GRADED WITH A 1/4"
1
-•` -,,-,
1/2" EXED3
6" HEIGHT
AGGREGATE FINISH
OR EQUAL SURFACE (:)o0 0 Oo
MEErING A.D.A^���-^�
STANDARDS
TYPICAL SECTION
MIAMI RIVER GREENWAY
I-
—BULKHEAD/SEAWALL CAP
EXPANSION JOINT
DOWEL EMBEDDED 6"
INTO EXISTING & NEW CAP
COMPACTED SUBGRADE
DETAIL -SAFETY BUFFER ZONE
N.T.S
APPROVED BY
CITY PUBLIC WORKS CONCURRENCE
flipIIy K cigncdh„
RECOMMENDED BY
Digitally signed by Mlsas.
Misas, Orlando Orlando
Date: 2020.12.01 1 s:4ssi -osoo'
Charles Ni Charles M Alfaro
Date:2021.01.07
A l f a ro ta�nrnnt _nt�nn�
2020.12.01
EITHEL M SIERRA
13:45:07-05'00'
ORLANDO MISAS Date
PROJECT MANAGER
CHARLES ALFARO, PE Date
PUBLIC WORKS ASSISTANT DIRECTOR
EITHEL M. SIERRA, PE Date
ENGINEER OF RECORD
SChallaquulla 11/3O/2020 3:18:37 PM P..V8-183603-Curtis_Park\roadviay\TYPDRDO1.dyn