HomeMy WebLinkAboutExhibit CEXHIBIT "C"
DATE
R/W LINE
LIMITS OF MILLING
& RESURFACING
40.81' LT
NE 13 ST
EXIST. 12' CLAY
EXIST- 18' RCP
INLET TOP TO BE REPLACED
WITH M.H. TOP TYPE 7 '
121
N 87F,51 13",E I
BEGIN MILLING
& RESURFACING
STA. 121+49.89
NE 13 ST SEE NOTE 2
ET. RCP
CONST. 9 LF OFXIS14X23"15" P(PE
A 11127'LT
3
. (N NE 2ND AVE)
LIMITS OF MILLIN
& RESURFACING
59.06' RT
ENE 13 ST
LA R/W LINE
NNE 2 AVE
DESCRIPTION
REVISIONS
DATE
R/W LINE
REPLACE DETECTABLE
WARNING ON CURB RAMPS
TO MEET STD. INDEX 304
BEGIN WIDENING
STA. 121+90.14
fT NE 13 ST
—EXIST. 12" CLAY
EXIST. INLET
+81.89
22 4 56' RT
L4.77_ 2391
28.01'' RT 2086 RTI
7
+00.13 INSTALL REMOVA616
2806' RT BOLLARDS (n 5' SPACING
03. 7 EXIST. 4" METAL PIPE
4556 RT +84.00 +5. 60
45.56' RT 45.56' RT
EXHIBIT "C"
NMI_ NE 13 ST
EXIST. 36" RCP
EXIST. INLET
F1305
560 LT
/ I N 87'
+ 9L
2806' RT
90 05
RT
PO lS CONST. 9 IF OF IJ-X23' PIPE
35.21' RT LA R/W LINE
LFL NE 2ND AVE) - - - _
BEGIN C & G TYPE "F. AND SWK.
STA. 257+00.67 (4 NE 2ND AVE)
OFF. 23.07 RT
6'
LA R)W'CINE
DESCRIPTION
PROPOSED INLET
TOP REPLACEMENT
:W/M.H. TOP TYPE 7
CONST. 11 LF OF 14"x23" PIPE6.2
/
^ EXIST. 12"121
CONNTT. 93 LF OF I8",PIPE
LEGEND
DENOTES WIDENING
DENOTES MILLING & RESURFACING
DENOTES PAVER SIDEWALK
(MATCH EXIST. TYPE)
DENOTES BURLS MARX PAVER SIDEWALK
_ DENOTES 6" CONCRETE
52u:. DETECTABLE WARNING
END MILLING & RESURFACING
END WIDENING
STA. 126+52.24, ¢ NE 13 ST
EXIST_ IZ' METAL PIPE
R/W LINE :
94.29
15.65"LE-
NE ]3 ST EXIST. 15' CMP -\.
��EXIST. IS" PIPE +6229
642 LT
•
EXIST. 12' PVC ,EXIST. INLET
174 I73\ �_,_________/"' I26 Jfi OpRT
3I NE 13TH STREET
0 (0-.40---
Feet
xf —
'qv
+70.08
45.56' RT
INSTALL REMOVABLE
BOLLARDS N) 5�5'PACING
END C & G TYPE "F" AND SWK.APP. �1
lOP052d iinN Transfer--_ STA. 7919.07 (N BISCAYNE BLVD.) K
NO OFF. 0.26' L7 i
1. EXIST. PARKING SPACES ADJACENT TO THE PROPOSED I
NEW SIDEWALK WILL BE RELOCATED AND THE GENERAL LAYOUTOF LA R/W LINE
THE EXIST PARKING LOT WILL BE MODIFIED. A PERPETUAL EASIEMENT
FOR THE SEGMENT OF THE NEW SIDEWALK ENCROACHING II 0
THE PRIVATE PROPERTY WIIFL BE DEDICATED TO THE CITY OF j4IAMI.
2. PROPOSED RAMP LOCATED0N SOUTHWEST SIDE OF NE ZND AVE.tI
—INTERSE6TNIN WILL -BE CONSTRUCTED AS PART OF NE 2 AVE. IMPROVEMENT; ;_I
NOT WITH THE EARLY CONSTRUCTION OF NE 13 STREET,
AND (5 SHOWN IN THEIPLAN FOR FINAL A5- BUILT .
3. STANDARD PENETRATION 7E54 (SAT) BORING SHALL BE PERFORMED AT INTERVALS
OF 100 FEET WITHIN THE FO$TPRINT OF THE PROPOSED WIDENING DURING
CONSTRUCTION. THE PURPOSEIOF THE TEST BORING IS TO EXPLORE IF UNSUITABLE
SOILS ARE PRESENT WITHIN THE WIDENING LIMITS.
45.56 RTZ
90.08
45..6j8T
39.10
58.93' RT.
ALEXANDER M. GDR., P.E.
PE LICENSE NUMBER 69946
METRIC ENGINEERING. INC.
36f6 STREET - SUITE 200
MIAMI, FLORIDA - 33166
CERTIFICATE OF AUTHORIZATION 00002294
STATE OF FLORIDA
DEPARTMENT OF TRA.VSPORTATION
SR 836
COUNTY
MIAMI-DADE
FINANCIAL PROJECT ID
251688-1-52-01
965
CR
43.64 •
N:001 RT -68'.
II.70V9,toeelo
0.27' LT • 9.
(1 BISCAYN
69
0.29 LT
g BISCAYNE BLVD.)
ROADWAY PLAN
SHEET
NO.
5395-0