HomeMy WebLinkAboutExhibit 12APPENDIX E
TYPICAL DESIGNS FOR RECOMMENDED TRAFFIC
CALMING DEVICES
END OF SIGNING
AND PA/EMENT
MARKINGS
W16-12P W2 5
24'X1� 30X3T
END or SIGxrNG
AND PAVEMENT
M :RKI,NGS
WI5 IZP
24'xl8-
W2-6
3TX30'
MAINTAIN EXISTING
CURB RADIUN;ESS
GTHERw?SE REOUIRED
DUE TO FIELD CONDITION
EXISTING
50D
Gf-DIRECTIONAL. YF111»
RJ'.Y.'S 20' s ITYP'1
5' EXIST.
SRJEWALK
R!-2
36-X36-
R1-2
36-x36-
Et-DIRECTIDVAL COLORLESS
RED R.P.N.'S ID' cc fTYPI
EXISTING
SHOD
ENG OF 51CWNO
AND PAVEMENT
MARKINGS
A
RI-2
36-x35
» 0
/CO' rTYPI
E
O' SOLID WHITE TTYPI —5- SOLID WHITE ITT
B' SOLID TEtLOW
R1-2
35X36•
TYPICAL SHARLC'S TEETH Mee Odom
5' EX/Si.
S)DEwALK
W2-6
3TX3G-
W16-12P
24XI$'
— !INSTALL MONO DIRECTIONAL YELLOW!
R.P.M'S AND TEMPORARY DELINEATORS 2' a c.
DELINEATORS NEED 70 BE PLACED
1'WITHIN PAINTED CIRCLE
w2-6 W16-12P
317X30' 2,rxe
SOLID D'JIJOLE rELI5V 1771,1
END OF SIGNING
AND PAVEMENT
M555157S
DETNL
TYPCAL SHARKS TEETH
LEGEND
A STREET WIDTH (LESS THAN 30')
D CIRCLE DIAMETER !MIN 12`)
E CIRCULATE LANE WIDTH (TYP 16')
NOTES' I- ALL TEMPORARY PAVEMENT MARKINGS SHALL BE PAINT.
2- INVENTORY OF EXISTING SIGNS REMOVED AND LOCATIONS SHALL
BE PROVIDED TO M.D.P.W.D.
3- REMOVED EXISTING SIGNS SHALL BE STORED FOR REINSTALLATION IF
TEMPORARY TRAFFIC CIRCLE CONTROL 1S REJECTED, OR SHALL BE RETURNED TO
M.D.P.W.D. IF PERMANENT CONTROL IS APPROVED.
TEMPORARY SIGNING AND PAVEMENT MARKINGS (TYPICAL)
FOR STREETS LESS THAN 30' WIDE
DESKaKO:
CHECKED,
DATE:
RfiYdKMS
CATE
Br
HATE
AMPLE+ ENCZNEElmw Dc
�l YH.1.
CND pf-
Prls
n UM
w,
9
SEAL:
DEPARTMENT OF CAPITAL IMPROVEMENTS
Cfl1 OF MIAMI, FLORIDA
S ME:
VENT_
CONCEPTUAL DESIGN FOR TEMPORARY
NEEGHBORHOOO CIRCLE FOR SILVER BLUFF AREA
Ine Pk.
SHEET No.
PIE N.
roF 3 SHEETS
MAINTAIN EXISTING
CURD RADII UNLESS
OTHERWISE REQUIRED
CUE TO FIFLG CONCrT10N
W75-12P
24X73
W2-6
30730'
W15-7P
24112'
W11-2
24X24
FAD OF SIGNING
AND PAVEMENT
MARKINGS
WI6.12P W2-6
24XI✓T 3G'X.3LY
B1-OIREC7giAL YELLOW
R.P.M.'S 50' rW fIYP1 -�4
6' Sato wN(Tt t7YP1
EXISTING
S00
WIG-7P WH 2
24712 24X24'
END OF SIGNING
AND PAVEMENT
MARKINGS
W15-7P
ao 24X12' WN-2
� ¢ ' - RI-2 - -24x24
11111.41 DX35
wu-2
24X12 J ��
R1-2
36736'
RI-2
36"X36'
W16-7P
24X12"
W(1-2
24724"
A5 PER FWT TRAFFIC ANC+ &E$IGN STAN6ARUS INDfX J04.
5' EXIST,
SIDEWALK
END OF SIGNING
AND PAVEMENT
MARKINGS
DESIGNED:
DRAWN:
CHECKED:
DATE:
REVISIONS
PATE
l9'
NARK
+• 2./2' SKIP
MIME (1YPi
00
6' SOLID
YELLOW
KaAGw pnv . INC
A'AfNFAA-
4#2,
dV
A 4AN
SEAL:
Wf&7P
24X12
100' (TYP)
M0ND-&1RECI10NAL YELIOW
R.P.M'S 2' p.c.
(FQR ADDITIONAL CAE IAILS SEE IYFICA1 INTERSECT?ON DEIAILS AND GF.NFMA,L NO
s1
DETA(L
TYPICAL SHARKS TEETH
W2fi WI5d2P
30'X30' 24718'
rS
SOLID DOUBLE YELLOW (ISP1
—6' SOLID —v
WHRE (TI50/ 6 SOLID WHITE ),rP1
WI6-7P -W11-2
247I2' 2472r
RI-2
36'X36'
TYPICAL SHARPS TEETH (See A7al(
w11-2
24X224
END OF SIGNING
AND PAVEMENT
MARKIA,G5
5' EX15T-
,SrOEWALx
LEGEND
A STREET w1D rH (LESS THAN 30')
8 EXISTING CURB RETURN RADIUS
C EXISTING 500 (VARIES 5' TO 10' FEF-TJ
D CIRCLE DIAMETER (MIN 12')
E CIRCULATE LANE WIDTH (TYP 16')
NOTES: 1- ALL PERMANENT PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
2- EXISTING TRUCK SIGNS SHALL BE REMOVED IF ANY
3- 1F PEDESTRAIN CROSSING IS IN CONFLICT WITH DRIVEWAYS OR
TREES, THE CROSSING SHALL BE RELOCATED AT NO LESS THAN
EXISTING MINIMUM REQUIRED.
SW 4- IF A DRIVEWAY IS LOCATED W!TH1N THE RECONSTRUCTED RETURN
CURB, THE DRIVEWAY SHALL BE EXTENDED UP TO THE NEW EDGE OF
w2-6 PAVEMENT.
30'xsD• 5- REMOVE ANY LANDSCAPING HIGHER THAN 2.5' FROM THE SURFACE
- wls-12P WITHIN THE SIGHT DISTANCE TRIANGLE.
24Xr8
DEPARTMENT OF CAPITAL IMPROVEMENTS
CM OF MIAMI, FLORIDA
PERMANENT SIGNING AND PAVEMENT MARKINGS (TYPICAL)
FOR STREETS LESS THAN 30' WIDE
SCALE:
NOR,
WERT.:
AB No.
CONCEPTUAL DESIGN FOR PERMANENT
NEIGHBORHOOD CIRCLE FOR SILVER BLUFF AREA FILE Nc.
SHEET No. 2
OF 3 s)EETT"1
DESA.REER
ORM.;
CHECKED:
CONSTRUCT .\
! f ( W/Ut
CONCRETE EEAf!
(SEE GET AIU
TYPE 73' CURB
(SEE OCTANT
WE. 5l£w STREET wrior.pa .or LrffoKK
OSE -YOE 1ME 0Ml3 0ESr STREET.
LANDSCAPED AREA:
PEA1cVE ASPHALT
PLACE TOP SOIL
AND SOD
1
A
- CONSTRUCT
3 FY WOE
PAVED BAND
171AFFIC CIRCLE AND ROUNDABOUT DETAIL
F.15rTW nw5e - l
,roso
• R1r FIEv.lrar ref. PO..c.r.o. corm.
▪ coos ea at -Wow rnR r
ric are. Teri
room 00 E
some
IL rL.rsr.r. SwETIErctr
r, AS TxwO Six[[ .f rw CGLp.F* [dcRrrf
O0 •
ww[afp wMoss [T rOLG(Ih
▪ •t6rw LURe rr.rea. so0C1En 0v r0r Er.ST,.c e O vf-f r
• 3 . rR .wL. IS - LS N 9. CORM rein 1,11. ra4L
•lo7Srf0 to .c1LFer Iw OF w..W
roe earr.rn0.lwr cFM cum, Tarnacz RP/ s Orr ss tt
E 51 wECTr Or]bR ESr r• .
COO.roxrco Shoe[.Rr rE.0 r(Rmwr.T WC
...of TRW. TO ae CLE.Wo w n.•ief
LT
swear S..L eF wewa.RE4 ..rx I • .Sw.11ro..fw S. L r&4 o 015E
m fl130' w 1*01 3STw0r VEYENTMI.✓Err[ +N.Yi.r TO art
fIr SOf.wR goo rraroC ww6 J..SFTClT Sod.. a sews
K ▪ raT•C rao 13 ARC, 0ESF.S.l41 FOR .w ...awe gone TO TAT
£r15TI0 iar3:sr*w5. sod. otl4.r,fs w a0R ST.sCru*Nw S. 03
LL9.ro ro..fSTo-w.w COST.
roe ca.r4K1p0'07* W .111f E .wreSrn1H Wee..1.0 MOTET,.
rOlKs.r r Tar T OOORprwT .( r..p0err_
L 5I w Mao.. ARO TO IOICTO £ .000.rKi.w4OswT`s30 0TIFILI M* MDf'.r£a.
✓ wr.crr.. Soso 4 I.3L05E9 w roc ae0 1re.. rL` u
r• *?rr0 mop. OF Toe fFw7E Fag i.2i1OP, f0 t*.SIFTWI 005, wFS SwM,r
r0, Alf tAssolo S .m0 [OCR ads Fos sow?rt.Or150E0 'Goo. sown Llx07
r0E *ErILOC _ows, x1s offs ...WHO Mp wreme rK E1w,sx.wt
TWRSE S C90rtfrf0.
rs Terrw2tr0. EIO•Fi CIE.T13r.s mreaCE 9Sr0r .wrt0
Lprsrw04r la r [ 1 .
0f. Rea R1K w0xur5 50*LL K00.w .rarsrossfS rr6E3S 0700044.5E 5.TC0.
07. 1O.lw.crow SHALL PoSnr'C ra0 3rlEFl 51 S, poor. ',grog.
rt 0, TOW + r,e �roEfOr 7100 c 4s ocToo Eorw r� �rr.EER_
4R OCe r0Ew SO rG MOM MST'S, iM tK ry1 *51. a{[
GATE:
REV/S.OYS
DATE_
AT
MAAR
1
TRAFFIC CIRCLE AND ROUNDABOUT DETAIL SEC flON A -A
GENERAL NOTES
w. Toe [wrw.Croo es .aIWO ioxT her. rvOr[ CE.r T9 rrt
e.wlcT w5 wore _ coo, ow cos .r.
.2r op, RE s.o.Rw. arrr4+w 1w
V 0245E t +K poi yr[ COS,
u�rCALL•4 ss l.0 Ecorw22o. nsow.R 0.05E
LATEE.. rSIov,e O rwnywT Ifs oral or oavvoER 5 arp oTERS.
00. rK COor.SCla .S21 es£ ..so RTCI.t woo. 27.4a2T 1c REAR
EVisr ins Rr 'to TES. Ere.. coot lox wore K E... (vw roc
r<oo.a RiILwPI OS ucu .4i ee 07s%e.s.i4 r r2� s a orF IT
rose 0 EE lc1*WfS REE.TE3 a00 . 00 TRw rp5. r5erc •0054.a,L.TT.
. Tae COO.CTOR4222 a0T2rWTow To
eF.WarMa.ST11r0E5.3Celmore oNC rr5.1.Trp.
Fter MrrK
MOO, yOIwf.tx 0e
...Cr. Lbw (XCware wry .YJYf .eE CE or.L Ir.
[W40101(s. rer TITT. •r. Mew E9wr..CTw5 TO wwla0TE
COITT.11TTN/ 00 1012.7.00E TJ T0[ CGTRCTCR-5 330tr.
zz. vr•, err ear -Fa.
GRrwY_ ALL
1L12.514a ware. a 11p4T
or" mop [+s. ARO HOST,
CITr say T0.SF 11tw041
2.eS:
L2f3L wR WTI Or
.urns L-. xal.i6R
$710 2 r6C4L0 SI
.1.1 ra 33333
n OOK IU5 S• H SI% gLOON
aOE....tL:w wow fL .LOSS
OeCT one ss CAST £5 Sr
CT.r. .. IONTOus motLea. sl LicT
...14.1 row warp. SO., tXwr. T. w0r w -9r5 C [E JEwE for
AT MIS atr0E Iriw.. T.S1 v SS ST
LCOr. ORE W4Lftw ra 111105-25E
WAX COafr MOOT rosy MMM;.w w.ECo.I$n IMOw F 5a
SIGNS a SW..LS aw_ wm FL ]sop
0LLSO01w ea, S. 440(12. SSW TO IN 3r
own owner. Femme' R LOST
rlwf0A' G SETIEE ALG
ap L2S. S.A(7
Wa4
TJ 1 ERSLCTr4S r0rx Erip 0.s r+2T sror MOTTra WN Kwl2
+ - nrC[ Sot.Srw eaR rep (s rMan .. ;rt.
1.•asz.fla
N. [R.rlurt7R To 0ITEw'Y£ RITwEf. rK lo(Lw.i 242Ot[rEE •rr£flr(S
K CGrU
f CrrEtE rrrry5 • r .0L0016Lu1r IFLPr ] Grr. Z .5Y 0.C.
.rr5 -/001450 ISLSOL!-r*5 S-9 C.
00 0 5 CIRCLE
ro
rr LOC.rrO.t - aerrootiatrod. 0CK0 5 L.c. ! 3 z' C.T.
L. mwr.22r22 10 L. tuvrt..IR. w r .K7R�.,rrx ow2EF
rn
Corte M.2W .L. LC.0 our For ! f00
HIWor.
Ii. [G.I.sLWOR ...CC FLM, or 2.001 6Ic551C ERISTS. TKw rocs.•[. A. =M .
[1p551.r SIC.S row T0Wo4Nr 00 000.0rfrr nor.. rsl- , S r0I WST RE
Nowaf. 4 ALL 2wnp2100s_
21 Far 1.rektealrvs roar .ow ir-TR.L.u. 4 rote SST 0. ECM. MOOS I.Ct00e.5 Wr
037 Lr01TCE. wow..v Sm.. RIO "WPC. /MOWL aH grow.. 500.r[ £E
... XV Sr TK 1/27 PG1IKE4 la ea.¢ s LUZE
DEPARTMENT OF CAPITAL IMPROVEMENTS
CITY OF WWI, FLORIDA
SCALE: Y.TS
305,r Y-Ts
VERT-: N. TS
TRAFFIC CIRCLE AND ROUNDABOUT
TYPE 'B" CURB & PAYERS DETAIL
CONCEPTUAL INTERSECTION DETAILS
Me 01.
sheer r1-
3
flit MP -
OF 3 SHEETS