HomeMy WebLinkAboutExhibit CEXHIBIT "C"
EXHIBIT "C"
I LEGEND
< m R/W LINE DENOTES WIDENING
DENOTES MILLING & RESURFACING
DENOTES PAVER SIDEWALK
REPLACE DETECTABLE <GG�l.(llli (MATCH EXIST. TYPE) 0 30...
WARNING ON CURB RAMPS - DENOTES RUBLE MARX PAVER SIDEWALK
TO MEET STD. INDEX 304 Feet
t DENOTES 6" CONCRETE
DETECTABLE WARNING
R/W LINE o a o�
m
END MILLING & RESURFACING I I
BEGIN WIDENING END WIDENING I m
LIMITS OF MILLING - ' s°m STA. 121+90.14 STA. 126+52.24, ¢ NE 13 ST
& RESURFACING} NE 13 ST "` ? 1 ma'm' L7 J
40.81' LT :� -. 3y EXIST. /1" CLAY �Z,ML NE ]3 ST - --
NE 13 ST Y EXI5T.INIET - lm
4 EXIST. 36" RCP ET IZ' METAL PIPE
b
EXIST. 12'CLAY { "� +8].89 — { EXIST.INLETR/W LINE R/W CINE +94.29L- A-
15,13
EXIST- 18' RCP - LT
INLET TOP TO BE REPLACED _
WITH M H TOP TYPE 7 ¢ "' 2.x F NE 13 ST
EXIST. ]S CMP
+1305 - I[t EXIST IS PIPE 6, 2' LT
560 Li EXIST 17- PVC EXIST. INLET 0000 I96BW
121 22 4.56 RY - - - _ 126 + ] . 6'" j
N BI' 51'1 'E - N N
.. +2391 +91-_ �� NE 13TH STREET-
- — 4.zz
ia�> / 28.Ob' RT 28. R _ _2806' RT 55-5 55-61 _ _ _ . _+43.64
-
BEGIN MILLING _
& RESURFACING I �V��� -a el.7o a°I t :,1
STA. 121+49.89 ss 5 +00.13 _ CR'A 0.2]' LT
SEE NOTE 2 *1 ZB 06' RT G i0 BOLLARDS Ln 5' SPACING :PROPOSED INLET 280fi RT G 30 39 3 ($ BfSC�YfiNE B11��ypp)�
IT NE 73 ST 4556 RT k=+5tdel0
EXIST. IS" RCP
CONST. 9 IF OF 14"x23" PIPE
Cq.q
� 3 EXIST. 4 MEDAL PIPE ;TOP REPLACEMENT
03. ] +04 00 �W/M.H. TOP TYPE 7 70.08 9D 08
d556' RT +84.00 75.56' RT 45.56' RT 45 �j2T
- + 69` : mr
029 LT
21.2]' LT
+9005 45.56' RT
CONST. 11 LF OF Id'x23' PIPE
(@'BISCAYNE BLVD) m
(4 NE 2ND AVE)
Z R
CONST. 9
n EXIST. 12'PVC 5893 RT
LF OF IJ -X23' PIPE ' INSTALL REMOVABLE
r`
"V
+ 75
CON5T. 93 LF OF I11 IPE BOLLARDS @ 5� PACING
LA R/W LINE �
5. 1' 2N
(0 NE IND AVE)
_
_
LIMITS OF MILLIN
& RESURFACING
59.06' RT
J
I Z �'
BEGIN C b G TYPE "F• AND SW K. END C & G TYPE "F" Al. SW K.
STA. 257+00.6] (4 NE 2ND AVE) roposed R/W Transfer STA. 7+19.07 (Q BISCAYNE BLVD.)
Iliu
'¢ J
n _ W
OFF. 23.07 RT
_ OFF. 0.26 LII
m
NE 13 ST
' _ Q '-
NOl t: =
m W
I
m
LA R/W LINE
�
1. EXIST PARKING SPACES ADJACENT TO THE PROPOSED
NEW SIDEWALK WILL BE RELOCATED AND THE GENERAL LAYOUPI OF LA BIN LINE
I
THE EXI5T PARKING LOT WILL BE MODIFIED. A PERPETUAL EA5+EMENT
f: ry I
�a ti W
FOR THE SEGMENT OF THE NEW SIDEWALK ENCROACHING I O
fL NE 2 AVE
_
THE PRIVATE PROPERTY WI�L BE DEDICATED TO THE CITY 01 )AIAMI.
j�--------J
m
(- _
----_—
2. PROPOSED RAMP LOCATE N SOUTHWEST SIDE OF NE ZND AVE.
to
I
LA R)W'CINE — -_ — _
— ——INTERSEC110M W416 -B CONSTRUCTED AS PART OF NE 2 AVE. IMPROVEMENT;
�I
�'6j
NOT WITH THE EARLYONSTROC'TION OF NE /3 STREET,
+�?
AND 15 SHOWN IN THEjPLAN FOR FINAL AS- BUILT
3. STANDARD PENETRATION TES (5PT) BORING SHALL BE PERFORMED AT INTERVALS
OF 100 FEET WITHIN THE FO�TPRINT OF THE PROPOSED WIDENING DURING
CONSTRUCTION. THE PURPOSEII OF THE TEST BORING IS TO EXPLORE IF UNSUITABLE
SOILS ARE PRESENT WITHIN rHE WIDENING LIMITS.
a
o �.
$
REVISIOrvG
ALEXANDER M. cOR- , P.E.
IE. HCExsE NUMBER 69946
STATS OF FLORIDA
OSPARTALS.NT OF TRANSPORTATION
SHEET
NO
DESCRIPTION
BATE
DESCR-01
METRIC ENGINEERING. INC.
I3fif6 STREET - SUfiE 200
fP) I V n A A�
ROADYY A l PLA O'
ROAD NO.
COUNTY FINANCIAL PROJECT ID
5395-0
836
MIAMI-DADE 251688-1-52-01
MC ARMTII1ICATDF_ZTH'O
AIZON 00002294SR