HomeMy WebLinkAboutExhibit 6APPENDIX E
TYPICAL DESIGNS FOR RECOMMENDED TRAFFIC
CALMING DEVICES
END OF SIGNING
AND PAVEMENT
MARKINGS
L
WIG- 2P W2-6
24X18' 3LTx3P
DESIGNED:
END OF SIGNING
AND PAVEMENT
MARKINGS
W15I2P Evan
24XI8'
W2-6
3cPX3L7
NNNrAIN Ex/STING
CURB RA011 UNLESS
OTHERWISE REWIRED
DUE TO FIELD CONDITION
EXISTING
SOD
BI-D/RCT0NAL YELLOW
R.P.w.'S 20' cc rTYPI-��
5' EXIST.
S,DEWALX
R1-2
36-X36'
81-DfRECT#ONAL COLORLESS
RED R-PJL-'S 10' cc trip,
EXISTING
SOD
END OF SIGNING
AND PAVEMENT
MARKINGS
DRAWN:
DATE:
RE,6A7NS
wTE � N,w(
A
MA-CZ,JIN -
117,103
g�
ING
A:, am
p w
SEAL:
W2-6
30'X30'
W(6-(2P
24X!8
100' ITTPI
INSTALL MONO -DIRECTIONAL YELLOW
RP_WS AND TEMPORARY DELINEATORS 2'Gs-
DELINEATORS NEED TO BE PLACED
1' WITHIN PAINTED CIRCLE
w2-6 WI6-12P
30'X30- 24718'
DETAIL
TYPICAL sH.wE's TEETH
SOLID Dg1BLE YELLOW (TYPI
END OF SIGNING
AND PAVEMENT
MARKINGS
LEGEND
A STREET WIDTH (LESS THAN 30')
D CIRCLE DIAMETER (MIN 12')
E CIRCULATE LANE worry (TYP 16'I
NOTES: 1- ALL TEMPORARY PAVEMENT MARKINGS SHALL BE PAINT.
2- INVENTORY OF EXISTING SIGNS REMOVED AND LOCATIONS SHALL
BE PROVIDED TO M.D-P.W.D.
3- REMOVED EXISTING SIGNS SHALL BE STORED FOR REINSTALLATION IF
TEMPORARY TRAFFIC CIRCLE CONTROL 1S REJECTED, OR SHALL BE RETURNED TO
M.D.P.W.D. IF PERMANENT CONTROL 1S APPROVED -
DEPARTMENT OF CAPITALIMPROVEMEN S
CITY OF MIAMI, FLORIDA
TEMPORARY SIGNING AND PAVEMENT MARKINGS (TYPICAL)
FOR STREETS LESS THAN 30'WIDE
SCALE:
lock:
YEHT.:
JOB Na.
CONCEPTUAL DESIGN FOR TEMPORARY
NEIGHBORHOOD CIRCLE FOR SHENANDOAH AREA FnE
SHEET No.
oF 3 SHEET
W16-12P
24X18'
W2-6
3O'X3D'
I=1
WI6-7P
z4xrr
W/1-2
24X24
MAINTAIN EXISTING
CURB RADII UNLESS -- .. _ RI-2 ..-
OTHERWISE REWIRED 36'X36'
WE TO HEW CONQ'TION
ENO OF SIGNING
AND PAVEMENT
MARKINGS
WAS-12P W2-6
24'X18' 30730'
W1)-2
24X24 WI6-7P
24X12'
8I—DIRECTIONAL TELILW
R.P.M.'S 50' cc
6' SOLID WHITE (TYP)
EXISTING
- 500
wr6-7P w1r-2 '
24X12' 24x24
RI-2
36'X36'
WI6-7P
24X12
WN-2
24X24
AS PER FOOT TRAFFIC AND DESIGN STANDARDS INDEX 3O4-
5' EXIST.
SIDEWAIX
END OF SIGNING
AND PAVEMENT
WARKINGs
LESGKCO:
i LIRAWK:
.CHECKED:
DATE:
REVISIONS
DATE
er
Y.AK
ALIlLOY Zr.e2I IEALMy
Amor
c..: rT-:a Ams
ano mans
ASP NM
END OF SIGNING
AND PAVEMENT
MARKINGS
WI!-2
24X24
W16-7P
24712. _ w)F2
_ RF2 24'X24
WIS-7P
24X12
1 0' (TYP)
8' SOLID
WRITE ITYP) -6•
6' SOUD
-w517E 17YP)�". 6' SOLID WHITE
MONO -DIRECTIONAL YELLOW
R.P.y'S 2' o.c.
(FOR ADDITIONAL DETAILS SEE TYPICAL INTER5ECT1ON DETAILS AND GENERAL NOTES)
LETNL
TTPrAL SHARKS TEETH
W2-6 W)5-I2P
3O'x3o- 24718'
0OUBLE YE[L°, (TYP1
END OF SNNIND
wAND PAVEMENT
r6-TP
wo-2 MARKINGS
24712 24124
RI-2
36'X36'
TYPICAL SHARK'S TEETH (See Dawn
EXISTING
S0D
W1F2
24X24
W2-6
30'X3LT
W16-12P
24X18-
5' EXIST.
%510EWALC
LEGEND
A STREET WIDTH (LESS THAN 30')
B EXISTING CURB RETURN RADIUS
C EXISTING SOD !VARIES 5' TO 10' FEET)
D CIRCLE DIAMETER WIN 12')
E CIRCULATE LANE WIDTH (TYR 16'1
NOTES: I- ALL PERMANENT PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
2- EXISTING TRUCK SIGNS SHALL BE REMOVED IF ANY
3- IF PEDESTRAIN CROSSING IS IN CONFLICT WITH DRIVEWAYS OR
TREES, THE CROSSING SHALL BE RELOCATED AT NO LESS THAN
MINIMUM REQUIRED.
4- IF A DRIVEWAY IS LOCATED WITHIN THE RECONSTRUCTED RETURN
CURB, THE DRIVEWAY SHALL BE EXTENDED UP TO THE NEW EDGE OF
PAVEMENT.
5- REMOVE ANY LANDSCAPING HIGHER THAN 2S ' FROM THE SURFACE
WITHIN THE SIGHT DISTANCE TRIANGLE.
PERMANENT SIGNING AND PAVEMENT MARKINGS (TYPICAL)
FOR STREETS LESS THAN 3O'WIDE
DEPARTMENT OF CAPITAL IMPROVEMENTS
CITY OF MIAMI, FLORIDA
SCALE:
VERT.:
ICONCEPTUAL DESIGN FOR PERMANENT
Ne-
NEIGH6ORHOOD CIRCLE FOR SHENANDOAH AREA +Le J.
SNEET Kb.
2
Dr 3 SHEETS
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AND SOD
A
CONSTRUCT
3 FT WIDE
PAVED BAND
TRAFFIC CIRCLE AND ROUNDABOUT DETAIL
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TRAFFIC CIRCLE AND ROUNDABOUT DETAIL SECTION A -A
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TRAFFIC CIRCLE AND ROUNDABOUT
TYPE -13' CURB & PAVERS DETAIL
DEPARTMENT OF CAPITAL IMPROVEMENTS
CITY OF MIAMIK FLORIDA
SCALE: A.TS
MAY N.TS
PERT, N.T.S
CONCEPTUAL CNTERSECTION DETAILS
JOB 4M.
SHEET AI:.
3
FILE 154.
9F 3 SHEETS