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HomeMy WebLinkAboutExhibit A-SUB"EXHIBIT A" THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. 0 co as IMO( OF 016I b' 600IL R61CIM110131 Mean SW 000 ST 13' R/W UNE 10• 1 .0 TYPICAL 0.77• el' An' 4 NOTE: TYPICAL PER FHWA ROUNDABOUT GUIDELINE, MINIMUM BUFFER BETWEEN BACK OF CURB AND FRONT OF SIDEWALK TO BE 2'. TYPE'B' MEDIAN CURB TYPE 'D' MEDIAN CURB TYPE CURB & GUTTER Soo Miami Dade County Public Works Manual. Standard Rood Details: Curbing R 14.1 to R 14.6 RCM Na 029000110.. MNMT(HANCE OF TRAFFIC l..r. w.Q WOO - a:0'C er - TOTM - -L0.3--1 110-4-1-1 REMOVAL OF COSTING PAVOAC0T) Aep.s( e.nO.t...Ide.en..eb a Wttr I S.Y. - - - 1e6-•4 OSHALT RASE COUPS (( Mr, a 1/0.In3- ley.P. Fwlu4r •0MM1Mn of of Were. I 0Y - - - 0-2O13-1 A6PNALTIC 1 'JLe3 1. OtNIA Tone _Ion _ 326-2- 336TT4N GETE Obre P... ) i � LF. - - - 122-ND 32e-70-20 °mown sOEWWK (s' 04* 3030 PO vow** 41 26 da0. I PINES PAYERS &Y. - - - - - - 375-I-1 366-4 300011I6 ( P....M. 0.10. or r. M0, **tine wN, Moab.. wMhy ) FAOAO SUMP Tyre (a TO 2IF HT or Mee VMM) SY. CA - - - - - - 700-40-01 106-,-17 ski/ look. er.t 0-12 IF ew Mw.. ) fAM1/01T M EA EA. - - - - - - 11-11-121 711 iT-123 14A22IC STRIP! TI 4ASRC 6 .INTO 1 We pW� TIAfF0C S09! 24 s.R.) kFF• LF. - - - - - - 711-11-221 60.. TRAFFIC iltv'k IIKJWOP(A61Mf0 NFe. ) ;= LF• - - - 711-11-224 711-11-I2S 99pp,y� s�77(R1f� �W0�1�911C 1 y.ee. ] ROUb STRME. IilO11 .M4 LF. LP'. - - - - 711-2 sta. TRAFFIC 6111WL BMW/MAST& e` ohl. / t r7,cZ 10, - - - lvrol. COST (Cie* Ahead) W2-6 WI6-9P (Keep Right) R4-7 (Pedestrian Crowing) W11-2 W16-7P (Ylek) R1-2 R4xxn.ttuat 310..4• T)y. Coot Too Y Curs • Gutter Ty. Cool. Not Parnent TIP. b' Mesa, Curb Male Noon R/W LINES TIP` V Meek. Curb TIP R/W UNEJ w2-6 R4-7 W16-9P RI -2 W11-Y 01-Id (DEFAULT LOCATION W16-7P SPUTTER ISLAND MAYBE MOUNTABLE OR PAINTED YELLOW 1. FIRE DEPARTIAENT APPROVAL REQUIRED 2. DESIGN SHALL ACCOMMODATE SCHOOL BUS 6: SU TRUCK FOR ALL MOVEMENTS AND WO-40 FOR STWMO10 MOVEMENT. Ia re I:- z. I; Sow AUK FOOT 2010 Ind.M no. 304 CR 9 T RI -2 Flared curb end.. rotor to FOOT Index MP. 300 Typ_ -WI 1-2 R4_7 W2-6 WI 6-7 W16-96 R/W UNE 000 ST LINE 2 - 6' YNI.. Typ. 16' Yal10w Typ. 24' Whae Typ. 6' Y.II0. Typ. 0- White Typ. 6' Whit. (PWrro. t Edge Marking) Typ. 6' White - 2 Strip. & 4 Skip. Typ. D1-1d (IF SPLITTER ISLAND IS PAINTED OR MOUNTABLE) W11-2 W16-7P R4-7 3 0 +J W2-6 WI6- 6-9P P7N74[M. MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT TRAFFIC ENGINEERING DIVISION 00 00/2014 0000 SHEET 1 OF 1 REV. DATE DATE DESCRIPTION CIRCLE 50' - 50' R/W J. M. J. MUSINO I 001022014 BY DESIGN DATE 15706 Exhibit A -SUB re.w._..,._ THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. TYPE'B• MEDIAN CURB TYPE 'D' MEDIAN CURB TYPE'F CURB & GUTTER Soo Miami Dodo County Public Works Manual. Standard Road Details: Curbing R 14.1 to R 14.6 ITEM 1.0 ORSCT.PTIOM 4 Dunn Un . .MAT .OI .A 102-1 110-4-1-1 MAWTENAMM Cr TRAFFIC RRpE1IppVVAA�L QF D0l1Y/O PAVoOIT ( Amnon gene... Ma..MA orb D ;after) S.Y. - - - 1.0-. AlMMY 6AM COURSE ( Mln. 6 ea* In Y bye.. Inclua...rawtIon ./ YUMMY, an4 tY .t.116260.n of wasrod. ) S.T. - - - 334-2-13-1 320- 522-1t1) ASPHALTIC CONCRETE ( T5224 5, 1' Wd. ) 0200 1E CURD AMO a11TFA ( Any type Yid. bow Pn.. ) COMMIE SDEWA1M (4' Molt 3000 PSI .;nut. at 26 daOs ) Tan. LF. S Y. - -. - - - - - - - 526-T0-2B 575-1-1 MICK PAYERS SOOOIN° ( Pn.aol. Doha or match ndotM l.4 InoludFR .at.5010 ) S.Y. S.Y. - - - - - - 505-4 PALM; C AIP TYPE ( W TO 20' IR or Pear bl.h) FA. - - - - - - 700-40-01 706-1-12 ROAD305 PM (In*Ndn6 Put D argon 0-12 SF ... Plan. ) RERECTILS PAVEMENT MARKER. PpIMAMENT E.. EA. - - - - - - 711-11-,21 70-11-123 SCUD TRAFFIC STRIPE. THERMOPLASTIC SOLD 114AFRC STRIP. TIERI0IA6fC 0. title 24' .ARo 1J LF. - - - - - 711-11-227 711-11-224 soup TRAFFIC 3 TIC SOLD TRAFRC SiR rMilMlpp(AS C 6 „macroL.E.- ID .Woo LF. - - - -- - - - - 711-11-122 711-2 SCUD TRAFFIC lllaM C HOP TRAFFIC STRIPE TEIMOKASnC C6' ' C MIR. ) .Nt. 1 L.F. L.F. W3-, W 2 J R1 -1 •R1-3P—. R. analru t Weal. Typ. Coral APo 0 Curb • Collar Ty, Cell. M.. PO..mwt Tap. R1-1,R1-3P— TRUO( APRO (cocoon.) NOTE: CITY ALL -WAY STOP WARRANT ANALYSIS MUST BE APPROVED 07 MDCPWWN 2 cc 0 5o' >o• W 22 ct 0 IDEWA1JC CO FOOT 2010 /—. Index no. 304 CR 0 Typ. Flared Curb ands. Misr to 0001 Inds. No. 300 Typ. FIT-1.R1-3P W3- lR/W LINE '-R/W LINE - 6- Y66w Typ. 24' WA. Typ. 12' Mite ljp. 6' White Typ. 6- Whit. (Pownlw,t Edam M.rhlrg) Typ 6' WAR. - 2' Stripe k 4' Skip. Typ. R1 -1•R1 3P p'IN74Ctil MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT TRAFFIC ENGINEERING DIVISION L SHEET 1 OF 1 REV. DATE DATE ALL -WAY STOP WITH ( NOT A TRAFFIC CIRCLE 50'-50' RW ROUNDABOUT) DESCRIPTION J. M. J. FOEZ i 01(05I2015 NOT FOR USE ON BY: DESIGN DATF COUNTY (ROAD THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. U Z 8 15-0" r z I GENERAL NOTES: - FOR SPECIFIC GEOMETRY AND SIGNAGE LOCATIONS, REFER TO PLAN VIEW SHEET. - CITY OF MIAMI CONSTRUCTION MANAGER MAY SELECT OTHER LOCATIONS NEAR THE CHICANE SHOULD THERE BE ANY CONFLICTS AND AT THE DISCRETION OF THE ENGINEER OF RECORD. -DESIGN AND LOCATE CHICANE LATERAL TRANSITIONS TO MINIMIZE IMPACTS TO EXISTING DRIVEWAYS PAVEMENT MARKINGS: - 6' WHITE THERMOPLASTIC - 6' YELLOW THERMOPLASTIC - 18" WHITE THERMOPLASTIC - 18" YELLOW THERMOPLASTIC - BI-DIRECTIONAL YELLOW/YELLOW AND WHITE/RED RPMS ALL PAVEMENT MARKINGS' SPECIFICATIONS SHALL BE SUBMITTED TO THE CITY OF MIAMI CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. I of U CHICANE IO E-WAY, ONE -LANE ROADS) N. T. s. LEGEND DENOTES DIRECTION OF TRAFFIC DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS MISC. TC- CITY OF MIAMI, FLORIDA N.T.S. TC-5-a 8 W1-4L 1D DR: CK: 1 ri • • 1 m ••".� tile • w • t w O U O O • CO 2 2▪ w z -8 M I_10'-11' 110'-11'� 1 - W1-4R CHICANE (TWO-WAY, TWO-LANE TOADS) N.T.S. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. GENERAL NOTES: -FOR SPECIFIC GEOMETRY AND SIGNAGE LOCATIONS, REFER TO PLAN VIEW SHEET. - CITY OF MIAMI CONSTRUCTION MANAGER MAY SELECT OTHER SIGN LOCATIONS NEAR THE CHICANE SHOULD THERE BE ANY CONFLICTS AND AT THE DISCRETION OF THE ENGINEER OF RECORD. - DESIGN AND LOCATE CHICANE LATERAL TRANSfTIONS TO MINIMIZE IMPACTS TO EXISTING DRIVEWAYS. - TYPE "B" CURB PER RPW STANDARD DETAILS PAVEMENT MARKINGS: - 6" WHITE THERMOPLASTIC - 6" YELLOW THERMOPLASTIC - 18" WHITE THERMOPLASTIC - BI-DIRECTIONAL YELLOW/YELLOW AND WHITE/RED RPMS - DURABLE PAINT (YELLOW) ON MEDIAN NOSE CURB. ALL PAVEMENT MARKINGS' SPECIFICATIONS SHALL BE SUBMITTED TO THE CITY OF MIAMI CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. W1-4L R4-7 OM1-1 DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA LEGEND MISC. TC- N. T. S. DENOTES DIRECTION OF TRAFFIC TC-5-b THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. W1-4L 10'-11' 0 . co 0, w z 8,4 O �. CO -� • .. w io l Lyi 10'-11' 110'-11' • R4-7 OM1-1 1 . • z w Iq Ig w w z io GENERAL NOTES: - FOR SPECIFIC GEOMETRY AND SIGNAGE LOCATIONS, REFER TO PLAN VIEW SHEET. -CITY OF MIAMI CONSTRUCTION MANAGER MAY SELECT OTHER SIGN LOCATIONS NEAR THE CHICANE SHOULD THERE BE ANY CONFLICTS AND AT THE DISCRETION OF THE ENGINEER OF RECORD. - DESIGN AND LOCATE CHICANE LATERAL TRANSMONS TO MINIMIZE IMPACTS TO EXISTING DRIVEWAYS. -TYPE "B" CURB PER RPW STANDARD DETAILS PAVEMENT MARKINGS: - 6" WHITE THERMOPLASTIC - 6" YELLOW THERMOPLASTIC - 18" WHITE THERMOPLASTIC - BI-DIRECTIONAL YELLOW/YELLOW AND WHITE/RED RPMS - DURABLE PAINT (YELLOW) ON MEDIAN NOSE CURB. ALL PAVEMENT MARKINGS' SPECIFICATIONS SHALL BE SUBMITTED TO THE CITY OF MIAMI CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. W1-4L 'f h CHICANE (TWO-WAY, -WAY, TWO-LANE R0,4DS) N.T. S. 1 EN) C, r 0 0 LEGEND DENOTES DIRECTION OF TRAFFIC DR: CK: f DEPARTMENT OF RESILIENCE & PUBLIC WORKS I MISC. TC- CITY OF MIAMI, FLORIDA r N.T.S. TC-5-b MENEM THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. W13-1 W16-9P ""'-' Hd" Sl •• • '•' C • • —1 W172 (24h_ SPEED SPEED W17-1 HUMP HUMP, x , ardHv .. � it (24x24) W. .- �1, ,,, Q , % .] ti g' / dY1f11-1 a33ds ';•• 0 T 6' W 1.G-7P • rW , . ` e3.73' 1' x 2' . •• • AHEAD W16-9P (24X12) . : ® , � 1.530 , ilit 1' x 3' ® 15 W 13-1 co co 0 V co.WHITE .1: M.P.H. (18X18) •'•' — GENERAL NOTES: '' x 4' 1' x 5'41;: • ■ ■ l 1. SPEED TABLE SHALL NOT BE LOCATED IN FRONT OF DRIVEWAY. 2. FOR SIGNAGE LOCA11ONS, REFER TO PLAN VIEW SHEET. CITY OF MIAMI CONSTRUCTION MANAGER MAY SELECT OTHER 1' x 6' : : N / LOCA11ONS NEAR THE SPEED TABLE SHOULD THERE BE ANY CONFLICTS AND AT THE DISCRETION OF THE ENGINEER OF RECORD. 3. SPEED TABLES SHALL NOT BE PLACED OVER MANHOLES, WATER ' x ' o VALVES, SURVEY MONUMENTS, OR ANY UTILITY FEATURES. W17-1 W16-7P .— •. ' m 4. NO ON —STREET PARKING ALLOWED ADJACENT TO SPEED TABLE. 00111, 1 x 8' •,�. t REFERENCE: .e.:• SPEEDP 5. MUTCD SECTION-3B.25 & 3B.26. dVflH MEWS . • � yv.'`,r. V, `' '',, ''z �� 6. (24) BI—DIRECTIONAL YELLOW REFLECTIVE PAVEMENT MARKERS FOR , .-. W17-1 DOUBLE SOLID YELLOW LINE & (10) BI—DIRECTIONAL WHITE/RED �� W16-7P REFLEC11VE PAVEMENT MARKERS FOR SPEED TABLE AS SHOWN. INNER EDGES RPMs • 4.50' OUTER EDGES OF RPMs , .•: •]•: • • 7. ALL RPM'S SHALL BE OFFSET 1" FROM SOLID LONGITUDINAL LINES. 2.16' 8. ALL RPM'S SHALL BE CLASS "B" TYPE. DRAINAGE NOTE: .. ■ 9. NEW CURB AND GUTTER FLOW LINES TO MATCH EXISTING IN ORDER TO ALLOW PROPER FLOW OF RUNOFF INTO THE EXISTING CATCH BASINS. 6" DOUBLE YELLOW LINE ; .a:- — 10.REGRADE EXISTING SWALE IF NEEDED. SIGN: •,.--tz' :1: .. ® SOLID WHITE UNE 11. LOCATE SPEED TABLE AND SIGNS TO MINIMIZE IMPACT ON DRIVEWAYS. 12. REMOVE ALL EXISTING SIGNING AND MARKING IN CONFLICT WITH THE PROPOSED DESIGN. PAINT: :]:: ® 13.PAVEMENT MARKINGS: a. 6" DOUBLE SOLID YELLOW LINE (250 LF). SPEED HUMP b. 12" SOLID WHITE LINE (100 LF). c. ALL PAVEMENT MARKINGS OVER ASPHALT SURFACES SHALL BE • -4:• ' • ' ° , AHEAD 15 M.P.H. W17-1 wts—sP w13—' THERMOPLASTIC PAINT. d. ALL PAVEMENT MARKINGS OVER CONCRETE SURFACES AND PAVERS SHALL BE PREFORMED PERMANENT TAPE. 14.PREFORMED PERMANENT TAPE AND THERMOPLASTIC PAINT SPECIFICATIONS SHALL BE SUBMITTED TO THE CITY OF MIAMI CONSTRUCTION MANAGER FOR APPROVAL PRIOR INSTALLATION. TRAFFIC CALMING DEVICE - CONCRETE SPEED TABLE STANDARD DETAILS DR: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- TC-2-c CK: N.T.S. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. CURB & GUTTER EDGE OF PAVEMENT V WWWWI \- 1 r CURB AND GUTTER EXISTING PAVEMENT VARIES 6'-0" B . . . - - - . •• - \/ ✓ \/ /\/ \/ \/ \/ \/ \/ \/ \/ \/. \�u\/\�\�\�\�` v \/ \/ \/ \/ \/ \/ \/ \/\/\/\/\/\y/\/\/` \/\/\/\/\/\/\/\/\/ o♦♦ -. .:.- A t ♦♦♦ 44 ♦♦♦♦♦♦ '11411 PZJIII I TvvvvvC./vv \/\/\/\/\/\/\/\/\/ /\/\/\/\/\/\,/\/\/ \/ \/ \/ /\/\/\/\/\/\/\/ \/ \/ \/ \/ \/ \/ \/ \/ \/ vvN \/\/ \/\ \/ \/ \/ \ \/ , , . . 12" 12" SEE DETAIL 1 ON SHEET SPT-2—\ B VARIES L 6'-O" LANE VARIES SPEED TABLE PLAN VIEW 1 J EXISTING SWALE REGRADE AND RE -SOD AS NEEDED ON BOTH SIDES A 12" TAPER U1 1 ' r c 1 . I' 3..= EDGE OF O PAVEMENTva EDGE OF 12" VARIES 12" 12" rPAVEMENT T T SECTION A -A 21' INTERLOCKING CONCRETE PAVERS TT TTTTT 00 RE -GRADE AND RE -SOD AS NEEDED 6" VARIES 6' (MIN.) 12" VARIES 12" VARIES 6' (MIN.) 6" MIWNG AND RESURFACING N L J 7T rr�rr INTERLOCKING CONCRETE PAVERS rr 8" THICK PORTLAND COLORED CONCRETE 4" MAX. 3.5" M1N..— - • M WNG AND RESUFACING — SECTION B-B TRAFFIC CALMING DEVICE - CONCRETE SPEED TABLE STANDARD DETAILS DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC— N.T.S. TC-2—a THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. MILLING AND RESURFACING 20' TO MATCH WITH EXIST. PAVEMENT TYPE SP-9.5 ASPHALT (1.5")(110 LBS/SY AVG)(INCL TACK COAT) 2#4 REBARS VARIES 6' (MIN.) 8" THICK PORTLAND COLORED CONCRETE (') MIN. 5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS 4#4 STEEL REINFORCING #5 ® 6" 0.C. / RODS. CONT W/#3 EACH WAY STIRRUPS 030" 0.C. (TYP) EXIST UMEROCK BASE (TO REMAIN) DETAIL 1 N. T.S. 12" VARIES INTERLOCKING CONCRETE PAVERS SEE NOTE 1 1 1/2" MIN. SAND LEVELING COURSE 4,500 PSI CONC. SLAB 6"X6', 10/10 WELDED WIRE MESH, CONT 3" CL (TYP.) PORTLAND CEMENT CONCRETE (5,000 PSI) COMPACTED SUB —GRADE NOTE 1. a. MEET THE FOLLOWING SET FORTH IN ASTM C936, STANDARD SPECIFICATION FOR INTERLOCKING CONCRETE PAVING UNITS: AVERAGE COMPRESSIVE STRENGTH OF 8000 PSI (55 MPA) WITH NO INDIVIDUAL UNIT UNDER 7,200 PSI (50 MPA). b. AVERAGE ABSORPTION OF 5% WITH NO UNIT GRATER THAN 7% WHEN TESTED IN ACCORDANCE WITH ASTM C140. c. CONCRETE PAVERS SHALL BE DARK RED OR APPROVED EQUAL. d. CONCRETE PAVERS PATTERN: HERRING BONE 45'. (') COLORED CONCRETE RAMPS SHALL BE DARK RED COLOR OR APPROVED EQUAL. CONTRACTOR TO PROVIDE CM/PM COLOR SAMPLES FOR CONCRETE RAMPS AND PAVERS. LEGEND 1/2" EXPANSION JOIN 3/16" SAW CUT JOINTS, 1 1/2" DEEP. (TYP.) 1/2" EXPANSION JOIN (TYP.) 3/16" SAW CUT JOINTS, 1 1/2" DEEP. (TYP.) JJJJ JJJJJJJ JJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJ JJJJJ J JJJJ JJJJJJJ JJJJJJJJJJ JJJJJJJJJ JJJJJ) SPEED TABLE VIEW N.T.S. PORTLAND CEMENT CONCRETE (TYP.) 3/16" SAW CUT JOINTS, 1 1/2" DEEP. (TYP.) JJ JJJJJ J JJJJJJJJ )JJJJJ JJJ PORTLAND CEMENT CONCRETE (TYP.) 1/2" PREMOLDED EXPANSION JOINT MATERIAL PORTLAND CEMENT CONCRETE (TYP.) 1/2" EXPANSION JOINT TRAFFIC CALMING DEVICE - CONCRETE SPEED TABLE STANDARD DETAILS DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC— N.T.S. TC-2—b THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. EDGE OF PAVEMENT 12' TAPER O z tD O CURB & GUTTER z S1 A EXISTING PAVEMENT VARIES 1 B LANE VARIES SPEED TABLE PLAN VIEW VARIES 2'-a' 1'-O' EDGE OF PAVEMENT CURB AND GUTTER PAVEMENT (TYP. Match Roadway Cross Slope 1 6" TAPER 4A SWALE EDGE OF PAVEMENT ASPHALT SPEED TABLE Match Roadway Cross Slope SECTION A -A 6'-0' (MM1.) FRICTION COURSE (TYP.) SEE DETAIL A ASPHALT SPEED TABLE 8'-0' (MIL) BASE (TYP.) SUB -GRADE (TYP.) SECTION B-B TRAFFIC CALMING DEVICE - ASPHALT SPEED TABLE STANDARD DETAILS ri RE -GRADE AND RE -SOD AS NEEDED EDGE OF PAVEMENT DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-2-a THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. ■ ..o 1' x 4' 4 ima 1' x 5' mom 1'x6' W17-1 1'x7' W16-7P dwf1H 033dS INNER EDGES RPMs OUTER EDGES OF RPMs 6' DOUBLE YELLOW UNE • • b AHEAD 15 M.P.H. 1 sie W17-1 L W16-7P 4.50' 2.16' 12' SOUD WHITE UNE AHEAD 15 — W17-1 W113-1 W17-1 (24X24) W16-9P (24X12) W13-1 (18X18) W16-7P (24X12) WHITE GENERAL NOTES: 1. SPEED TABLE SHALL NOT BE LOCATED IN FRONT OF DRIVEWAY. 2. FOR SIGNAGE LOCA11ONS, REFER TO PLAN VIEW SHEET. CITY OF MIAMI CONSTRUCTION MANAGER MAY SELECT OTHER LOCA11ONS NEAR THE SPEED TABLE SHOULD THERE BE ANY CONFLICTS AND AT THE DISCRETION OF THE ENGINEER OF RECORD. 3. SPEED TABLES SHALL NOT BE PLACED OVER MANHOLES, WATER VALVES, SURVEY MONUMENTS, OR ANY U11UTY FEATURES. 4. NO ON -STREET PARKING ALLOWED ADJACENT TO SPEED TABLE. REFERENCE; 5. MUTCD SECTION-3B.25 & 36.26. 6. (24) BI-DIRECTIONAL YELLOW REFLECTIVE PAVEMENT MARKERS FOR DOUBLE SOLID YELLOW UNE & (10) BI-DIRECTIONAL WHITE/RED REFLECTIVE PAVEMENT MARKERS FOR SPEED TABLE AS SHOWN. 7. ALL RPM'S SHALL BE OFFSET 1" FROM SOLID LONGITUDINAL ONES. 8. ALL RPM'S SHALL BE CLASS "B" TYPE. DRAINAGE NOTE: 9. NEW CURB AND GUTTER FLOW LINES TO MATCH EXISTING IN ORDER TO ALLOW PROPER FLOW OF RUNOFF INTO THE EXISTING CATCH BASINS. 10.REGRADE EXISTING SWALE IF NEEDED. SIGN: 11. LOCATE SPEED TABLE AND SIGNS TO MINIMIZE IMPACT ON DRIVEWAYS. 12.REMOVE ALL EXISTING SIGNING AND MARKING IN CONFLICT WITH THE PROPOSED DESIGN. PAINT: 13.PAVEMENT MARKINGS: a. 6" DOUBLE SOLID YELLOW LINE (250 LF). b. 12" SOLID WHITE LINE (100 LF). c. ALL PAVEMENT MARKINGS OVER ASPHALT SURFACES SHALL BE THERMOPLASTIC PAINT. 14.PREFORMED PERMANENT TAPE AND THERMOPLASTIC PAINT SPECIFICATIONS SHALL BE SUBMITTED TO THE CITY OF MIAMI CONSTRUCTION MANAGER FOR APPROVAL PRIOR INSTALLATION. TRAFFIC CALMING DEVICE - ASPHALT SPEED TABLE STANDARD DETAILS DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-2-c THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. W16-9P W13-1 W17_1 "dW St 1 •I• .'. dW H J D33dS 1' x 2' :::: ' ' m AHEAD W16-9P (24X12) W16-7P (24X12) .1. 15 6' W13-1 ,- 1' x 3' •• •• • } M.P.H. (18X18) 6' :.:: ,, Wx4' 1'x5' :J: _.63 ° 0' in ao m o f, -0 o 1 •'•' � _�_ � GENERAL NOTES: 1' x 6' 1' x 7' :;:: ____ b 1. SPEED HUMP SHALL NOT BE LOCATED IN FRONT OF DRIVEWAY. 2. FOR SIGNAGE LOCATIONS, REFER TO PLAN VIEW SHEET. 7-1 W16-7P ; - �' _ • • by 1 SPEED CITY OF MIAMI CONSTRUCTION MANAGER MAY SELECT OTHER HUMP LOCATIONS NEAR THE SPEED HUMP SHOULD THERE BE ANY 1' x 8' •• :•:�� CONFLICTS AND AT THE DISCRETION OF THE ENGINEER OF / X.- !! r� RECORD. dwnH 033d3 ,j__ ""' N67 jp 3. SPEED HUMPS SHALL NOT BE PLACED OVER MANHOLES, WATER VALVES, SURVEY MONUMENTS, OR ANY U11UTY FEATURES. INNER EDGES RPMs . ' 4.50' OUTER EDGES OF RPMs ::: ' ' 2.16' REFERENCE: 6" DOUBLE YELLOW UNE :;:: ' '�'• :' •• -�- �e mom 4. MUTCD SECTION-3B.25 & 3B.26. 5. (24) BI-DIRECTIONAL YELLOW REFLECTIVE PAVEMENT MARKERS FOR DOUBLE YELLOW UNE & (10) BI-DIRECTIONAL WHITE/RED REFLECTIVE PAVEMENT MARKERS FOR SPEED HUMP AS SHOWN. 6. ALL RPM'S SHALL BE OFFSET 1" FROM SOLID LONGITUDINAL LINES. 7. ALL RPM'S SHALL BE CLASS "B" TYPE. 12' SOUD WHITE UNE DRAINAGE NOTE: .y. ••' 8. NEW CURB AND GUTTER FLOW LINES TO MATCH EXISTING IN ORDER TO ALLOW PROPER FLOW OF RUNOFF INTO THE EXISTING CATCH BASINS. 9. REGRADE EXISTING SWALE IF NEEDED. SIGN: m SPEED 10. LOCATE SPEED HUMP AND SIGNS TO MINIMIZE IMPACT ON HUMP DRIVEWAYS. '•• m . I AHEAD 15 MP" 11. REMOVE ALL EXISTING SIGNING AND MARKING IN CONFLICT WITH THE PROPOSED DESIGN. PAINT: TRAFFIC CALMING •• ,•• DEVICE 17-1 W16-9P w-9 11. ALL PAVEMENT MARKING STRIPING SHALL BE THERMOPLASTIC W13-1 PAINT INCLUDING THE ARROW HEAD ON TOP OF SPEED HUMP: a. 6" DOUBLE SOLID YELLOW LINE (250 LF). b. 12" SOLID WHITE LINE (100 LF). - ASPHALT PARABOLIC SPEED HUMP STANDARD DETAILS DR: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- TC-1 -b CK: N.T.S. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. ii—cLSWALE 0 w 7 VARIES // 6' ►A / VARIES VARIES 0 w 1'-0" CURB AND GUTTER [CURB VALLEY GUTTER TRAVEL WAY PARABOLIC SPEED HUMP PLAN VIEW N. T.S. EXISTING SWALE 6'-O" 6'-O• MILL 1.5" AVERAGE SAWCUT FIRST FOR CLEAN BUTT JOINT (•) MIN. 3.5' MAX. 4' MATCH TO EXISTING PAVEMENT (TYP.) PARABOLIC SPEED HUMP SECTION A N.T.S. VARIES 6` VARIES 6" MIN. 3.5' MAX. 4" '��i��i��i���i��i���p��i,�i ��i��i��i��✓��i��i��i���i��i��p��i���i��i��i�i��i��p��i�i��p�i�i��i�i��i�i��i���i�i��i��i��i��p�i��i EXISTING PAVEMENT MILL 1.5" AVERAGE SAWCUT FIRST FOR CLEAN BUTT JOINT (TYP.) DETAIL 1- CROSS SECTION - SWALE N. T.S. VARIES EXISTING SWALE Yr! vlJ'- 1'-0" EXISTING CURB AND GUTTER- EXISTING PAVEMENT VARIES MILL 1.5" AVERAGE �SAWCUT FIRST FOR CLEAN BUTT JOINT (TYP.) 1'-0" MIN. 3.5" MAX. 4' DETAIL 2 - CROSS SECTION - CURB AND GUTTER OR VALLEY GUTTER N. T.S. NOTE: TYPICAL MEASUREMENTS AS SHOWN ABOVE CAN VARY BASED ON FIELD CONDITIONS WITH PRIOR APPROVAL FROM THE CITY OF MIAMI. EXISTING CURB AND GUTTER TRAFFIC CALMING DEVICE - ASPHALT PARABOLIC SPEED HUMP STANDARD DETAILS DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-1-a THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. WI6-9P:i.:. W13-1 W17-1 „"d'MI SL 1• C W17-1 (24X2j SPEED W17-1 SPEED — HUMP (24x24) HUMP 1' x ,,,,,, o -- dW"" • . a 6' W18,IP gr 1' x 2' AHEAD 1 W16-9P a"rC (24X12) 3•�3f ; 1 ® (24X 12)ii 1.53'Alt. 1'x3' .1.:• 0' W13-1 �' coOD`n°OTWHITE ® I M.P.H. 18X18 �o ( ) :1: • ' • ;, , GENERAL NOTES: 1 x a x 5' • • • ® '� ' ' 1. SPEED CUSHION SHALL NOT BE LOCATED IN FRONT OF DRIVEWAY. 2. FOR SIGNAGE LOCATIONS, REFER TO PLAN VIEW SHEET. CITY OF MIAMI CONSTRUCTION MANAGER MAY SELECT OTHER 1' x 6' LOCATIONS NEAR THE SPEED CUSHION SHOULD THERE BE ANY CONFLICTS AND AT THE DISCRETION OF THE ENGINEER OF RECORD. 3. SPEED CUSHIONS SHALL NOT BE PLACED OVER MANHOLES, WATER 1 x 7 • .17:. o VALVES, SURVEY MONUMENTS, OR ANY UTILITY FEATURES. W17-1 W16-7P ' ® '0 4. NO ON -STREET PARKING ALLOWED ADJACENT TO SPEED CUSHION. prii 1 x 8' • :: •6•: i REFERENCE: dWf1H arc • •.. F t��_-d 4`' /�.- SPEED HUMP 5. MUTCD SEC110N-3B.25 & 3B.26. � 6. (24) BI-DIRECTIONAL YELLOW REFLECTIVE PAVEMENT MARKERS FOR :. in= 1 DOUBLE SOLID YELLOW LINE & (6) BI-DIRECTIONAL WHITE/RED • W16-7P REFLECTIVE PAVEMENT MARKERS FOR SPEED CUSHION AS SHOWN. OUTER EDGES OF RPMs • :'.• • 1' - .t--2.16' xmaxml $ 7. ALL RPM'S SHALL BE OFFSET 1" FROM SOLID LONGITUDINAL LINES. 8. ALL RPM'S SHALL BE CLASS "B" TYPE. DRAINAGE NOTE: 6' DOUBLE YELLOW LINE • ` • •I" 9. NEW CURB AND GUTTER FLOW LINES TO MATCH EXISTING IN ORDER TO ALLOW PROPER FLOW OF RUNOFF INTO THE EXISTING XLMSm CATCH BASINS. 10.REGRADE EXISTING SWALE IF NEEDED. 12" SOLID SIGN: • • I raz • WHITE LINE 11. LOCATE SPEED CUSHION AND SIGNS TO MINIMIZE IMPACT ON DRIVEWAYS. 12. REMOVE ALL EXISTING SIGNING AND MARKING IN CONFLICT WITH THE PROPOSED DESIGN. PAINT: •3•: m 13.PAVEMENT MARKINGS: a. 6" DOUBLE SOLID YELLOW LINE (250 LF). HUMP b. 12" SOLID WHITE LINE (100 LF). c. ALLTHERMOPLAPAVEMENT MARKINGS OVER ASPHALT SURFACES SHALL BE TRAFFIC : :.1:: • -: i .. .. CALMING o DEVICE AHEAD STIC PAIN T. l 1 d. ALL PAVEMENT MARKINGS OVER CONCRETE SURFACES AND M.P.„ 15PAVERS SHALL BE PREFORMED PERMANENT TAPE. w16� sP 14.PREFORMED PERMANENT TAPE AND THERMOPLASTIC PAINT W13-1 SPECIFICA11ONS SHALL BE SUBMITTED TO THE CITY OF MIAMI CONSTRUCTION MANAGER FOR APPROVAL PRIOR INSTALLATION. - CONCRETE SPEED CUSHION STANDARD DETAILS DR: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC— TC-4—b CK: N.T.S. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. VARIES 2' 2'-6" W16-7P EXISTING ASPHALT TO BE REMOVED 1' 1' 3'-0" 1' 1' "TYPE F" CURB AND GUTTER 1' 1' 3'-0" 1' 1' 12" CONC. BAND (TYP.) SECTION A J-I-I J III 7 I I I1 I I I NOTES: 1. COLOR SAMPLES AND SPECIFICATIONS OF THE CONCRETE AND PAVERS SHALL BE SUBMITTED TO THE CITY OF MIAMI PROJECT MANAGER FOR APPROVAL PRIOR INSTALLATION. 2. SPEED CUSHIONS SHALL BE ACCOMPANIED BY SIGNS WARNING DRIVERS. (REFER TO DETAIL SPC-2) COLORED CONCRETE PAVERS STYLE: OLD MIAMI COLOR: DARK RED SIZE: 6 1/4" X 9 1/2" 6 1/4" X 6 1/4" 6 1/4" X 4 3/4" THICKNESS: 2 3/8" 12" CONCRETE BANDING UNCOLORED MEDIUM BROOM FINISH ASPHALT PAVEMENT WIDENING 2" ASPHALT CONCRETE SURFACE (TYPE SP-9.5) AND FRICTION COURSE FC-9.5 (1" THICK) WITH 5" TYPE B-12.5 AND 12' STABILIZED SUBGRADE (CBR=30) 12" WHITE 2'-6" SEE DETAIL 1 "TYPE F" CURB AND GUTTER I 1 1 1 I 1 I B 12" WHITE SPEED CUSHION PLAN VIEW CONST. 12" CONCRETE BAND INSTALL CONCRETE PAVERS 1" SAND BEDDING (MIN.) BITUMINOUS SURFACE TREATMENT UMEROCK BASE EXIST. UMEROCK BASE TO REMAIN IP'' ,III'311111111111111111111111111111 EXIST. 12" STABILIZED SUBGRADE TO REMAIN DETAIL 1 2' VARIES NATURAL t.., GROUND -5 Pl2:10 BACKFIL,L 'AND $AD T Y C L EXISTING GRADE'' NOTE: SPEED CUSHIONS ARE USED TO ALLOW EMERGENCY VEHICLE ACCESS, AND ARE NOT TO BE USED WITHIN 500' OF A FIRE STATION. rou W16-7P • 2'-0" AVERAGE WIDENING ASPHALT 0 10 0 in O SECTION B 2' "TYPE F" CURB AND GUTTER 5' B-12.5 4" CURB PAD 12" STABILIZED SUBGRADE EXISTING UMEROCK BASE TO REMAIN TRAFFIC CALMING DEVICE - CONCRETE SPEED CUSHION STANDARD DETAILS DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-4-a THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. ROADWAY COLORED CONCRETE (TYP. R1-4 R1-1 A 'TT R/W LINE CONCRETE PAVERS 22 12' WHITE PREFORMED TAPE MARKINGS (REFLECTIVE) SAW CUT EXIST. CONCRETE APPROACH EXPANSION JOINT AS ROADWAY RAMP COLORED PER FDOT STANDARD ADJACENT CONCRETE INDEX 305 (TYP.)-\ • 1' MIWNGJ t0 6' (MN.) 8' ALL MY 12' WHITE PREFORMED TAPE MARKINGS (REFLECTIVE) 6" DOUBLE YELLOW UNE (TYP.) R/W UNE 12' WHITE PREFORMED TAPE MARKINGS (REFLECTIVE) R1-4 24' WHITE UNE (TYP.) INTERLOCKING CONCRETE PAVERS 1 1/2' MIN. SAND LEVELING COURSE CONCRETE - BAND 6" TO 8" COMPACTED UMEROCK CROSSWALK VARES 6' TO 10' RAISED INTERSECTION DETAIL 1. INTERLOCKING CONCRETE PAVERS SHALL BE PROVIDED WITHIN THE FOOTPRINT OF THE PROPOSED CROSSWALK ONLY. 2. COLORED CONCRETE SHALL BE DARK RED COLOR AND CONTRACTOR TO PROVIDE CM/PM COLOR SAMPLES FOR CONCRETE RAMPS AND PAVERS. 3. TYPICAL MEASUREMENTS AS SHOWN ABOVE CAN VARY BASED ON FIELD CONDITIONS WITH PRIOR APPROVAL FROM THE CITY OF MIAMI. a. MEET THE FOLLOWING SET FORTH IN ASTM C936, STANDARD SPECIFICATION FOR INTERLOCKING CONCRETE PAVING UNITS: AVERAGE COMPRESSIVE STRENGTH OF 8000 PSI (55 MPA) WITH NO INDIVIDUAL UNIT UNDER 7,200 PSI (50 MPA). b. AVERAGE ABSORPTION OF 5% WITH NO UNIT GREATER THAN 7X WHEN TESTED IN ACCORDANCE WITH ASTM C140. c. CONCRETE PAVERS SHALL BE DARK RED OR APPROVED EQUAL d. CONCRETE PAVERS PATTERN: HERRING BONE 45'. TRAFFIC CALMING DEVICE - RAISED INTERSECTION STANDARD DETAILS CJ1 ASPI.1' CONdRPPE /// DR: CK: OBG 6 (SP-12.5 BLACK BASE OPTION ONLY) DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAK FLORIDA MISC. TC- N.T.S. TC-3-a THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. COLORED CONCRETE (TYP. R1-4 R1-1 All TIV R/W LINE_\ CONCRETE PAVERS 12" WHITE PREFORMED TAPE MARKINGS (REFLECTIVE) SAW CUT EXIST. CONCRETE APPROACH EXPANSION JOINT AS ROADWAY RAMP COLORED PER FDOT STANDARD ADJACENT CONCRETE INDEX 305 (TYP.) ROADWAY • 1 1" MIWNGJ 6' (MN.) 8' 0 12" WHITE PREFORMED TAPE MARKINGS (REFLECTIVE) i 1 C2 R1-4 24' WHITE UNE (TYP.) 6" DOUBLE YELLOW UNE (TYP.) R/W UNE 12' WHITE PREFORMED TAPE MARKINGS (REFLECTIVE) INTERLOCKING CONCRETE PAVERS 1 1/2' MIN. SAND LEVELING COURSE .a. r { 'Y)E CONCRETE { BAND \ 6" TO 8' COMPACTED UMEROCK CROSSWALK VARES 6' TO 10' RAISED INTERSECTION DETAIL 1. INTERLOCKING CONCRETE PAVERS SHALL BE PROVIDED WITHIN THE FOOTPRINT OF THE PROPOSED CROSSWALK ONLY. 2. COLORED CONCRETE SHALL BE DARK RED COLOR AND CONTRACTOR TO PROVIDE CM/PM COLOR SAMPLES FOR CONCRETE RAMPS AND PAVERS. 3. TYPICAL MEASUREMENTS AS SHOWN ABOVE CAN VARY BASED ON FIELD CONDITIONS WITH PRIOR APPROVAL FROM THE CITY OF MIAMI. a. MEET THE FOLLOWING SET FORTH IN ASTM C936, STANDARD SPECIFICATION FOR INTERLOCKING CONCRETE PAVING UNITS: AVERAGE COMPRESSIVE STRENGTH OF 8000 PSI (55 MPA) WITH NO INDIVIDUAL UNIT UNDER 7,200 PSI (50 MPA). b. AVERAGE ABSORPTION OF 5% WITH NO UNIT GREATER THAN 7% WHEN TESTED IN ACCORDANCE WITH ASTM C140. c. CONCRETE PAVERS SHALL BE DARK RED OR APPROVED EQUAL d. CONCRETE PAVERS PATTERN: HERRING BONE 45'. TRAFFIC CALMING DEVICE - RAISED INTERSECTION STANDARD DETAILS -17 iU ASPHALT JrCONCRETE DR: I CK.' —OBG 6 (SP-12.5 BLACK BASE OPTION ONLY) DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-3-a THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. 0 *USE OF CURB TYPE "D" MAY VARY BASED ON LOCATION. BOTH ARE SHOWN FOR INFORMATION PURPOSES. RAISED CROSSWALK PLAN VIEW EXISTING PAVEMENT VARIES 6'-p• B SIDEWALK 1-6" B' MIN. 1 12'-0" - - B' MIN. 6' ✓\/\/ \/\/\i\'\i\/\/\/\/\/\/\/ \/ \/ \/ \/ ✓ \/ \/ \/ \/ \/ v u u v u ‘,./ ✓\/\/\/ r \/\/\/\/ \/\/\/ vu ✓\/\/\/ \ / \ / \ / \ N/\/\/\/ \ / \ / \ / / \/ \/ \/ \/ u \/\/\/\/\/\/\ \/\/\/\/\/\/\/\/ / \ / \ / \/\/\/\/\/\/\/\/\/\ \/ \/ v \/ u \// \/ \/ \/ \/ \/ v u v u v u \/ \ / \ / \ / \ / \ / \ / \ / 3/16' SAW CUT JOINTS imewomPO ✓\/\/\/\/u\/\/\/\/\/vu\/\/\/\/\/\/ \/\/ \/\/\/ == \/ \/ \/ / \/ / vim` MWOONI \ uu \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ `. . b A o \,/ \/ \/ \/ \/ v /v /v 2 EI / \/ \/ \/ \/ \/ \/ 4 \/ \/ „ ........ .\, , \/ ' Ng/ NV/ No' NO' NO' d !f\/N/\'\/ '-N/\/\/ TYPED CURB ✓ b:- \/\J\J\J\/\J\/ \/ ✓\/\/\/\/\/\/\/ \/ \/ \/ \/ \/ \/ \/ \i ✓ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \ / \/ ✓ \// \ \/ \/ \/ \/ \/ uuvuuuuu .//u\i\v \u \J��\/ \ / \ / \ / \/ \/ \/ \/ \/ \/ \ / \ \/ uuu v\/\/ \J\J\J\ \ / \ / \/\/\/\/ v \/ \/ \/ \/ • \/ \/ \/ \/ NV/ \/ \/ \/ \/ \/ \/ \ vu\ / v/ \ 1 SIDEWALK " 3 16L SAW �� 6'-0' Akinf:I IT1VP TYPE 'F' CUT JOINTS nR n IRR B LANE VARIES EDGE OF PAVEMENT TYPE D CURB'S g• SIDEWALK VARIES RAISED CROSSWALK '� EXIST. PAVEMENT (TYP.}/ EXIST. BASE (TYP.) r SEE DETAIL 1 ON SHEET SPT-2A 1 3/16" SAW CUT JOINTS, 1 1/2' DEEP. (TYP.) SECTION A -A r zs ETECTABLE DARNING (TYP.) GRATE OR PLATE (rP•) C CHANNEL UTTER* GRATE OR PLATE 2'-0' / (1'-2" SIDEWALK CASt 1IRON FRAME -SRC CHANNEL GUTTER* C1T -17 ru 6" 6' (MIN.) 12'-0" 6' (MIN.) 6" -8' THICK PORTLAND COLORED CONCRETE IWNG AND RESURFACING L J 1 • M LNG AND RESUFACING — SECTION B-B TRAFFIC CALMING DEVICE - CONCRETE RAISED CROSSWALK STANDARD DETAILS DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-2-a THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. JJJJ JJJJJJJJ JJJJJJJJJ) JJJJJJJJJJJJJJ JJJJJJJJJJJJJJJJJJ JJJJJJJJJJJJJJJJJ JJJJJJJJJJJJJJJJ JJJJJJJJJJJ JJJJJJJJ RAISED CROSSWALK WITH RC CHANNEL GUTTER N.T.S. MIWNG AND RESURFACING 20' TO MATCH WITH EXIST. PAVEMENT TYPE SP-9.5 ASPHALT (1.51 2#4 REBARS 6' z 6' (MIN.) 8" THICK PORTLAND COLORED CONCRETE (*) MIN. 5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS #5 0 6' O.C. EACH WAY RAISED CROSSWALK VIEW N. T.S 1/2" EXPANSION JOIN (TYP.) 3/16' SAW CUT JOINTS, 1 1/2" DEEP. (TYP.) JJJJ JJJJJJJJ JJJJJJJJJ JJJJJJJJJ JJJJJJJJJ) JJJJJJJJJ JJJJJJJJJ JJJJ) •l JJJJ JJJJ JJJJJJJJ JJJJJJJJJ) JJJJJJJJJJJJ )JJJJJJJJJJJJJJ JJJJJJJJJJJJJJJJJJ JJJJJJ JJJJJJJJ JJJJJJJ(/f'� 1 ' 9� JJJJJJJJJ JJJJJJ �r M*... JJJJJJJJJ) JJJJ �,�"1' +JJJJJJJJJ) JJJ JJJJJJJJ JJJJJJJJJJJJJJJ JJJJJJJJJJJ JJJJJJJJ JJJJ) JJ JJJJJJJ JJJJJJJJJJJ JJJJJJJJJJJ JJJJJJJJJ JJJJJJ EXIST LJMEROCK BASE (TO REMAIN) DETAIL 1 N.T.S. RAISED CROSSWALK WITH TYPE D CURB DRAINAGE DETAILS NOT SHOWN - N.T.S. J 5,000 PSI CONC. SLAB 6'X6', 10/10 WELDED WIRE MESH, CONT 3. CL (TYP.) COMPACTED SUB -GRADE (*) COLORED CONCRETE RAMPS SHALL BE DARK RED COLOR OR APPROVED EQUAL CONTRACTOR TO PROVIDE CM/PM COLOR SAMPLES FOR CONCRETE RAMPS AND PAVERS. PORTLAND CEMENT CONCRETE (TYP.) JJJJ) JJJJJJJJ JJJJJJJJJ) JJJJJJJJJJJ) JJJJJJJJJJJJJJ JJJJJJJJJJJJ) JJJJJJJJJJJ JJJJJJJJJ JJJJ) BIZ 1/2" EXPANSION JOIN 3/16' SAW CUT JOINTS, 1 1/2" DEEP. (TYP.) 3/16' SAW CUT JOINTS, 1 1/2" DEEP. (TYP.) PORTLAND CEMENT CONCRETE (TYP.) 1/2" EXPANSION JOINT 1/2" PREMOI DED EXPANSION JOINT MATERIAL TRAFFIC CALMING DEVICE - CONCRETE RAISED CROSSWALK STANDARD DETAILS DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC, WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-2-b THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. W13-1 WI6-9P W11-2 1' x 1' x 3' 1' x 4' 1' 1'x6' W11-2 x 7' W16-7P 1'x8' INNER EDGES RP Ms OUTER EDGES OF RPAs 6" DOUBLE YELLOW UNE 6' ■ IM 10 • • MIEN b IN • W Vf AHEAD 15 M.P.H. l WI1-2 ® W16-7P 4.50' 2.16' AHEAD W11-2 (24X24) W16-9P (24X12) W13-1 (18X18) W11-2 (24X24) v 4.7 6' W16-7P (24X12) 1 ]53' 0' • 00,4bsWHITE GENERAL NOTES: 1. RAISED CROSSWALK SHALL NOT BE LOCATED IN FRONT OF DRIVEWAY. 2. FOR SIGNAGE LOCATIONS, REFER TO PLAN VIEW SHEET. CITY OF MIAMI CONSTRUCTION MANAGER MAY SELECT OTHER LOCATIONS NEAR THE RAISED CROSSWALK SHOULD THERE BE ANY CONFLICTS AND AT THE DISCRETION OF THE ENGINEER OF RECORD. 3. RAISED CROSSWALKS SHALL NOT BE PLACED OVER MANHOLES, WATER VALVES, SURVEY MONUMENTS, OR ANY UTILITY FEATURES. 4. NO ON —STREET PARKING ALLOWED ADJACENT TO RAISED CROSSWALK. REFERENCE: 5. MUTCD SECTION-3B.25 & 3B.26. 6. (24) BI—DIRECTIONAL YELLOW REFLECTIVE PAVEMENT MARKERS FOR DOUBLE SOLID YELLOW UNE & (10) BI—DIRECTIONAL WHITE/RED REFLECTIVE PAVEMENT MARKERS FOR RAISED CROSSWALK AS SHOWN. 7. ALL RPM'S SHALL BE OFFSET 1" FROM SOLID LONGITUDINAL LINES. 8. ALL RPM'S SHALL BE CLASS "B" TYPE. DRAINAGE NOTE: 9. NEW CURB AND GUTTER FLOW LINES TO MATCH EXISTING IN ORDER TO ALLOW PROPER FLOW OF RUNOFF INTO THE EXISTING CATCH BASINS. 10.REGRADE EXISTING SWALE IF NEEDED. SIGN: UNE 11. LOCATE RAISED CROSSWALK AND SIGNS TO MINIMIZE IMPACT ON DRIVEWAYS. 12.REMOVE ALL EXISTING SIGNING AND MARKING IN CONFLICT WITH THE PROPOSED DESIGN. PAINT: 13.PAVEMENT MARKINGS: a. 6" DOUBLE SOLID YELLOW LINE (250 LF). b. 12" SOLID WHITE LINE (100 LF). c. ALL PAVEMENT MARKINGS OVER ASPHALT SURFACES SHALL BE THERMOPLASTIC PAINT. d. ALL PAVEMENT MARKINGS OVER CONCRETE SURFACES AND PAVERS SHALL BE PREFORMED PERMANENT TAPE. 14.PREFORMED PERMANENT TAPE AND THERMOPLASTIC PAINT SPECIFICATIONS SHALL BE SUBMITTED TO THE CITY OF MIAMI CONSTRUCTION MANAGER FOR APPROVAL PRIOR INSTALLATION. TRAFFIC CALMING DEVICE - CONCRETE RAISED CROSSWALK STANDARD DETAILS DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-2-c THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. EXISTING PAVEMENT VARIES _ B - _ r 1 SIDEWALK t z ID _ 1 ...e DETECTABLE =:' WARNING (TYP.) N b N TYPE j = ID CURB* A ATEANPLATE Row.) 6'-0' I RC CHANNEL GUTTER* SIDEWALK ,1 B OF 'F' LANE VARIES EDGE PAVEMENT *USE OF CURB AND GUTTER TYPE OR CURB TYPE 'D' MAY VARY BASED ON LOCATION. BOTH ARE SHOWN FOR INFORMATION PURPOSES. RAISED CROSSWALK PLAN VIEW GRATE OR PLATE TIPE D CURB 6• VARIES 2'-0' (W'-2' TW.) SIDEWALK \\\\ SEE DETAIL 3 ASPHALT RAISED CROSSWALK ON SHEET SPT 2 SIDEWALK I•- •.. L Y v v µ 'i #ClL A_ r 9xi l� ?✓-..L':YTA ^]'-�-.... _ 11i- LR'l4:'' ih .PEA IR'i'T 5ri�5h�,,h rrG'h yRTi.s J' ,r.�., _m.... :.� . ,� - .-e...x_ •l+ ..:x a" -. .rr^ .. hn f ..7_ 7'. ;... Fes.• :�'.�':. `�/ \ CAST IRON FRAME EXIST. PAVEMENT EXIST. BASE (TYP.) RC CHANNEL (TYP.) SEE DETAIL 2 / GUTTER ON SHEET SPT-2 SECTION A -A 24'-0' 6'-0' (MIN.) 12'-0' 6'-0' (MIN.) 4" MAX. 3.5" MIN. r——ON 1 SEE DETAIL 1 SHEET SPT-2 ASPHALT RAISED CROSSWALK - 1 1 \ L J FRICTION COURSE BASE (TYP.) PAVEMENT IWNG AND (TYP.) SEE DETAIL A (TYP,) RESURFACING SUB -GRADE (TYP.) SECTION B-B TRAFFIC CALMING DEVICE - ASPHALT RAISED CROSSWALK STANDARD DETAILS DR: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- TC-2-a CK: N.T.S. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. RAISED CROSSWALK WITH RC CHANNEL GUTTER N.T.S. FRICTION COURSE (FC RAISED CROSSWALK SURFACE (TYP.) PAVEMENT (TYP.) BASE (TYP.) SUBGRADE (TYP.) 1.5" MIN. (TYP.) FC-9.5 OR FC-12.5 STRUCTURAL COURSE DETAIL 1 N.T.S. DETAIL 2 N.T.S. GRATE OR PLATE (1'-2' TYP.) SIDEWALK CAST IRON FRAME RC CHANNEL GUTTER RAISED CROSSWALK SURFACE (TYP.) PAVEMENT (TYP.) BASE (TYP.) SUBGRADE (TYP.)- SAD RAISED CROSSWALK WITH TYPE D CURB DRAINAGE DETAILS NOT SHOWN - N.T.S. SEcnCr DETAIL 3 N.T.S. TYPE D CURB SIDEWALK TRAFFIC CALMING DEVICE - ASPHALT RAISED CROSSWALK STANDARD DETAILS DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-2-b THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. W13-1 WI6-9P W11-2 1' x 1'x3' c N .,. m 1'x4' 1' x 5' 1' x 6' • b W11-2 1' x 7' W16-7P 1' INNER EDGES RPMs OUTER EDGES OF RPMs W 6" DOUBLE YELLOW UNE AHEAD 15 M.P.H. .50' .16' 12" SOUD WHITE UNE AHEAD 1.5 W16-9P (24X12) W13-1 (18X18) W11- W11-2 (24X24) 6' II 3.73' W16-7P 1.53' 0' "' 'co n WHITE ci GENERAL NOTES: 1. RAISED CROSSWALK SHALL NOT BE LOCATED IN FRONT OF DRIVEWAY. 2. FOR SIGNAGE LOCA11ONS, REFER TO PLAN VIEW SHEET. CITY OF MIAMI CONSTRUCTION MANAGER MAY SELECT OTHER LOCA11ONS NEAR THE RAISED CROSSWALK SHOULD THERE BE ANY CONFLICTS AND AT THE DISCRETION OF THE ENGINEER OF RECORD. 3. RAISED CROSSWALKS SHALL NOT BE PLACED OVER MANHOLES, WATER VALVES, SURVEY MONUMENTS, OR ANY UTILITY FEATURES. 4. NO ON —STREET PARKING ALLOWED ADJACENT TO RAISED CROSSWALK. REFERENCE: 5. MUTCD SECTION-3B.25 & 3B.26. 6. (24) BI—DIRECTIONAL YELLOW REFLECTIVE PAVEMENT MARKERS FOR DOUBLE SOLID YELLOW UNE & (10) BI—DIRECTIONAL WHITE/RED REFLECTIVE PAVEMENT MARKERS FOR RAISED CROSSWALK AS SHOWN. 7. ALL RPM'S SHALL BE OFFSET 1" FROM SOLID LONGITUDINAL UNES. 8. ALL RPM'S SHALL BE CLASS "B" TYPE. DRAINAGE NOTE: 9. NEW CURB AND GUTTER FLOW LINES TO MATCH EXISTING IN ORDER TO ALLOW PROPER FLOW OF RUNOFF INTO THE EXISTING CATCH BASINS. 10.REGRADE EXISTING SWALE IF NEEDED. $JGN: 11. LOCATE RAISED CROSSWALK AND SIGNS TO MINIMIZE IMPACT ON DRIVEWAYS. 12.REMOVE ALL EXISTING SIGNING AND MARKING IN CONFLICT WITH THE PROPOSED DESIGN. PAINT: 13.PAVEMENT MARKINGS: a. 6" DOUBLE SOLID YELLOW LINE (250 LF). b. 12" SOLID WHITE LINE (100 LF). c. ALL PAVEMENT MARKINGS OVER ASPHALT SURFACES SHALL BE THERMOPLASTIC PAINT. 14.PREFORMED PERMANENT TAPE AND THERMOPLASTIC PAINT SPECIFICATIONS SHALL BE SUBMITTED TO THE CITY OF MIAMI CONSTRUCTION MANAGER FOR APPROVAL PRIOR INSTALLATION. TRAFFIC CALMING DEVICE - ASPHALT RAISED CROSSWALK STANDARD DETAILS DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-2-c THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. O'-6" 52 1/2" COLUMN 8"X8"X1/4" T.S. MIN. If) A if Alum. Ball Top w/ Threaded Rod Min 3/8" steel Plate w! Tapped Hole Welded to T.S. -5 PM2:II min 0.090 Alum Sign Faces Alum Flat Bar Bracing as Required min 0.090 Alum Removable Sign Face (one side only) attaches w/ c.s. screws int drilled and tapped holes 52 1/2" L kr L() Fasteners protected or Non -Corrosive as per FBC 2003.8.4 2 THE SIGN AS PER ASCE 7-05 AND 2007 F.B.C. WIND LOAD 146 MPH EXPOSURE "C" IMPORTANCE FACTOR 0.77 typ. 1/4" dia. Self -tapping screw min. 4 places through Alum. Saddle brace (Saddle brace is welded to Sign) into 1-1/2" SQ T.S. that is attached to 8"x 8" Post All Tube Steel to be primed and painted HISTORIC WAYFINDING SIGNS - DETAILS Fasteners protected or Non -Corrosive as per FBC 2003.8.4.2 THE SIGN AS PER ASCE 7-05 AND 2007 F.B.C. WIND LOAD 146 MPI I EXPOSURE "C" IMPORTANCE FACTOR 0.77 DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-6-b THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. O'-6" 52 1/2" MT. OLIVETTE BAPTIST CI t Ia "I -I /COLUMN TEXT SAMPLE IMAGE OF HISTORIC LOCATION I o RIGHT OD 1/7 OF WAY SLIP BREAKAWAY BASE AND FOUNDATION PER FDOT STD 700-010 FINISHED GRADE WELCOME TO HISTORIC OVERTOWN 0 NOTES: 1. THE CITY OF MIAMI WILL DETERMINE THE SIGNAGE INFORMATION SUCH AS, COLOR SPECIFICATIONS, TEXTS, IMAGES AND SIGN LOCATION, AND MUST ADHERE TO MUTCD SECTION 2D-55. 2. SPECIFICATIONS MUST BE SUBMITTED TO THE CITY OF MIAMI PROJECT MANAGER AND CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. HISTORIC WAYFINDING SIGNS DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-6-a THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT END OF THIS DOCUMENT. i 7 I Right Of Way IV see DETAIL 'A' - Finished Grade T- WELCOME TO HISTORIC OVERTOWN Base Plate Thickness' ELEVATION Base Plate Q yi( Bolt Hole Base Bolt Radius + 4i( 4-4 (Trp.) y 5'?rp.I PLAN SLEEVE & BASE PLATE DETAILS Base Plate q. Base Bolt Class /I Concrete f. ` -- Stub 7-P Dia. = BASE AND FOUNDATION DETAIL — Stub Stub Site Equals Min. Sleeve Size WELCOME TO HISTORIC OVERTOWN 'REFER 10 FDOT STANDARD PLANS 700-010 & 700-011 '9S( Dia. Hole 28 Oa. Thick Aluminum Strip 2 Requ red Per Base BOLT KEEPER PLATE DETAIL High Strength Washer STUB DETAIL HISTORIC WAYFJNDING SIGNS - DETAILS DETAIL 'A' Shims As Reqd. (See Note 51 Bolt Keeper Plate (Typ.) DR: CK: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N. T. S. TC-6-c SW 000 ST 15' R/W UNE 10' 10' 17.0' 2200' 8.00' 3058' TYPICAL 8.26' 10' 20.26 \ f 17.14' 10' 7- 2e1' R44.8' *\ R0.45' In jt...7S At 4.00' NOTE: TYPICAL PER FHWA ROUNDABOUT GUIDELINE, MINIMUM BUFFER BETWEEN BACK OF CURB AND FRONT OF SIDEWALK TO BE 2'. "EXHIBIT A" TYPE'B' MEDIAN CURB TYPED' MEDIAN CURB TYPE 'F CURB 8 GUTTER See M amI Dade County Public Works Manual. Standard Road Details: Curbing R 14.1 to R 14.6 REM NM DESCRIPTOR lases ousts, TDTAL 102-1 MNNTETIANCE OF TRAFFIC W.O. - - 110-4-1-1 RDAOVAL OF EXISTING PAVEMENT ( Asphalt concrete, eldewa2L curb & gutter ) 5.Y. - - 1e0-4 ASPHALT BASE COURSE ( Min. 8' thick In 3" layers. Includes excavation of raadway and 12' etabflsntinn or subarade ) S.Y. - - 334-2-13-1 ASPHALTIC CONCRETE ( Type S. 1' thldl ) Tan - - - 520-2A CONCRETE CURB AND GUTTER ( Any type Ind. baea Prep. ) - - - 322-1111 526-70-213 CONCRETE SIDEWALK ( 4' thick 3000 PSI concrete at 28 days) 9RIDK PAVERS S.Y. -- - - - - 575-1-1 585-4 SODDING ( Pensacola Bdlla or match existing sod, Including watering ) PALMS CLUMP TYPE ( 8' TO 20' HT or dear trunk ) S.Y. EA. - - - - - - 700-40-01 ROADSIDE SIGN ( Including poet & .traps 0-12 SF sea pion* ) EA. - 706-1-12 REFLECTIVE PAVET.IENT MARKER. PERMANENT EA - - 711-11-121 SOUL, TRAFFIC STRIPE THERMOPLASTIC ( 8. white ) LF. - - - 711-11-125 711-11-221 SOLID TRAFFIC STRIPE. THERMOPLASTIC ( 24' white ) SOLID TRAFFIC STRIPE, THERMOPLASTIC ( 6. yellow ) LF. LF. - - - - - - 711-11-224 '711-11-122 SOLD TRAFFIC STRIPE 1HERMOPLASTC ( 19' yellow ) SCUD TRAFFIC STRIPE, 1HERMOPLASTC ( 8' white ) LF. LF. - - - - - - 711-2 SKIP TRAFFIC STRIPE. THERMOPLASTIC ( 8' white LF. - - - scrim_ Do.- ,_ - MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT TRAFFIC ENGINEERING DIVISION R/W (Circle Ahead) W2-6 W16-9P (Keep Right) R4-7 (Pedestrian Crossing) W11-2 W16-7P (Veld) R1-2 ea0natraot Sidewalk Typ. ype 'F' Curb & Gutter Typ. Canet. New Pavement Typ. Type 'B' Median Cu Brick Pavra Type '0' Median Curb The. W2-6 R4-7 / R1-2 W16-9P W11-Y 01-1d W16-7P SUBSTITUTED (DEFAULT LOCATION SPUTTER ISLAND MAYBE MOUNTABLE OR PAINTED YELLOW 1. TIRE DEPARTMENT APPROVAL REQUIRED 2. DESIGN SHALL ACCOMMODATE SCHOOL BUS & SU TRUCK FOR ALL MOVEMENTS AND WB-40 FOR STRAIGHT MOVEMENT. IDEWALK FDOT 2010 Index no. 304 CR 9 Ty. R1-2 RI -2 D1-1d (IF SPUTTER ISLAND IS PAINTED OR MOUNTABLE) Flared curb ends, refer to FDOT Index No. 300 Typ. W11-2 R4-7 W2-6 W16-7P W16-9 R/W UNE SW 000 ST R 2 - 6" Yellow Typ. 18" Yellow Typ. 24" White Typ. 6" Yellow Typ. 5" White Typ. 6" White (Pavement Edge Marking) Typ. 6" White - 2' Stripe & 4" Skip, Typ. z -J J. MUSINO DESIGN W11-2 W16-7P R4-7 W2 6 W16-9P CIRCLE 50' - 50' R/W D9/02/2014 < 0 I 15' SW 000 ST R/W LINE I D' 22.00. e.00' IS TYPE'B' MEDIAN CURB 7• TYPE 'D' MEDIAN CURB TYPE 'F CURB & GUTTER See M am! Dade County Public Works Manual. Standard Road Details: Curbing R 14.1 to R 14.6 ITEM MO. OESCRiPTION UNITS Ol0w*T —r+ST tors, 102-1 110-4-1-1 MNNTFNANCE OF TRAFFIC ,REMOVAL OF EXISTING PAVEMENT ( Aephdt concrete, sidewalk. curb & gutter ) W.O. S.Y. — — — — 16@H ASPHALT BASE COURSE ( Min. 8' thick In 3• layers. Includes excuwtlan of roadway and 12" otablllzatlon of eubgrade ) S.Y. — — - 334-2-13-1 .ASPHALTIC CONCRETE ( Type St, 1• Mick ) TO — — — 520-2A ,CONCRETE CURB AND GUTTER ( My type Ind. base Prep.) — — — 522-1(1) 526-70-28 CONCRETE SIDEWALK ( 4• Mick 3000 PSI concrete at 26 days ) BRICK PAYERS .Y. S.Y. — — — — — — 5J5-1-1 'SODDING ( Pensacola Bahia or match existing sad, Including watering ) S.Y. — — — 565-4 700-40-01 PALMS CLUMP TYPE ( B' TO 20' HT or dear trunk ) ROADSIDE SIGN ( Indudina post & straps 0-12 SF see plans ) F.t. EA — — — — — 706-1-12 REFLECTIVE PAVEMENT MARKER, PERMANENT EA. — — — 711-11-121 .SOLID TRAFFIC STRIPE THERMOPLASTIC ( 6' white ) L_F. — — - - —125 SOLID TRAFFIC STRIPE, THERMOPLASTIC ( 24" white ) LF. — — — 711-11-221 SCUD TRAFFIC STRIPE, THERMOPLASTIC ( 6" yellow ) L.F. — — - 711-11-224 711—T1-124 -SOLD TRAn1C STRIPE THERMOPLASTIC ( 18• yellow SOLD TRAFFIC STRIPE, THERMOPLASTIC ( 8" white LF. LE. — — — — - — "7ii-2 -STOP TRAFFIC STRIPE, THERMOPLASTIC ( 8' whl L.F. — — - TOTAL COST — MIAMI-DADE MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT TRAFFIC ENGINEERING DIVISION R1-1.R1-3P Reconstruct Sld Cone! Type '0" Curb Conot. New R1-1,R1-3P J SUBSTITUTED TRUCK APRON (OPTIONAL) NOTE: CITY ALL —WAY STOP WARRANT ANALYSIS MUST BE APPROVED BY MDCPWWM DATE DESCRIPTION 50' 1 IDEWALK FOOT 2010 Index no_ 304 CR 9 Tyr, Flared curb ends, refer to FDOT Index No. 300 Typ. R1-1,R1-3P W3- rR/W UNE/ SW 000 ST A '"---R/W LINE 2 - 6• Yellow Typ. 24" White Typ. 12- Whim Typ. 6" White Typ. 6" White (Pavement Edge Marking) Typ 6" White - 2' Stripe & 4" Skip. Typ. R1-1,R1-3P Z m `W3-1 ALL -WAY STOP WITH ( NOT A TRAFFIC CIRCLE 50'-50' RW ROUNDABOUT) J. M. J. FDEZ BY: DESIGN OfimilleiwiWisteowiess 01/05I2015 NOT FOR USE ON DATE COUNTY ROAD SUBSTITUTED W17-1 W16-9P W13-1 W17-1 PdIN Si m m (24X24) SPEED SPEED W17-1 HUMP HUMP 1' x , OV3HV , (24x24) O 3/ csi W16-7P 1' x 2' AHEADI W16-9P (24X12) 3.73' ® (24X12) 1. 1' x 3' 15 W13-1 co N. WHITE ® Zo M.P.H. (18X18) GENERAL NOTES: 1' x 4' 1' x 5; I� 1. SPEED TABLE SHALL NOT 2. FOR SIGNAGE LOCATIONS, OF MIAMI CONSTRU BE •CATED IN FRONT OF DRIVEWAY. FER TO PLAN VIEW SHEET. ON MANAGER MAY SELECT OTHER 1' x 6' mamaCITY LOCATIONS NEAR THE •'EED TABLE SHOULD THERE BE ANY CONFLICTS AND AT T DISCRETION OF THE ENGINEER OF RECORD. 3. SPEED TABLES SH L NOT BE PLACED OVER MANHOLES, WATER 1 x 7 o VALVES, SURVEY ONUMENTS, OR ANY UTILITY FEATURES. W17-1 W16-7P 1' x 8' co , 4. NO ON—STR ' PARKING ALLOWED ADJACENT TO SPEED TABLE. N 1 REFERENCE: � SPEED 5. MUTCD . CTION-3B.25 & 3B.26. I 6. (24 :I —DIRECTIONAL YELLOW REFLECTIVE PAVEMENT MARKERS FOR Dr BLE SOLID YELLOW LINE & (10) BI—DIRECTIONAL WHITE/RED W17-1 W16-7P EFLECTIVE PAVEMENT MARKERS FOR SPEED TABLE AS SHOWN. INNER EDGES RPMs OUTER EDGES OF RPMs . : 4.50' . ALL RPM'S SHALL BE OFFSET 1" FROM SOLID LONGITUDINAL LINES. 2.16' "B" 8. ALL RPM'S SHALL BE CLASS TYPE. DRAINAGE NOTE: ®I® 9. NEW CURB AND GUTTER FLOW LINES TO MATCH EXISTING IN ORDER TO ALLOW PROPER FLOW OF RUNOFF INTO THE EXISTING CATCH BASINS. 6" DOUBLE YELLOW LINE • 10.REGRADE EXISTING SWALE IF NEEDED. SIGN: 12 SOLID WHITE LINE m m ® ,.., 11. LOCATE SPEED TABLE AND SIGNS TO MINIMIZE IMPACT ON DRIVEWAYS. 12.REMOVE ALL EXISTING SIGNING AND MARKING IN CONFLICT WITH THE PROPOSED DESIGN. PAINT: ® 13.PAVEMENT MARKINGS: a. 6" DOUBLE SOLID YELLOW LINE (250 LF). SPEED HUMP b. 12" SOLID WHITE LINE (100 LF). c. ALL PAVEMENT MARKINGS OVER ASPHALT SURFACES SHALL BE TRAFFIC • ® ® CALMING ® DEVICE AHEADI l 1PH W17-1 W16-9P w13 THERMOPLASTIC PAINT. d. ALL PAVEMENT MARKINGS OVER CONCRETE SURFACES AND PAVERS SHALL BE PREFORMED PERMANENT TAPE. 14.PREFORMED PERMANENT TAPE AND THERMOPLASTIC PAINT 1 SPECIFICATIONS SHALL BE SUBMITTED TO THE CITY OF MIAMI CONSTRUCTION MANAGER FOR APPROVAL PRIOR INSTALLATION. - CONCRETE SPEED TABLE STANDARD DETAILS DR DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- TC-2-c i N.T.S. SUBSTITUTED EXISTING PAVEMENT VARIES CURB & GUTTER EDGE OF PAVEMENT CURB AND GUTTER 0 6'-0" Nr u u u U U U U U u u u u u u u u u u u u u u u u U u u U U u u u u u u u u u u u uyr rim %A rri 1 1 rritag 6 444 U U U u u u u u u U u u u u u u u u u u u u u u u u u u u u u u u u u U U \/ u r 12" 12" NE VARIES SPEED TABT, , PLAN VIEW VARIES EXISTING "ALE REGRADAND RE-SPi AS NEEDED ON 'ITH SIDES A 12" TAPER EDGE OF PAVEMENT EDGE OF 12" VARIES 12" 12" PAVEMENT CV 12" TAPER SEE DETAIL 1 ON SHEET SPT-2 1 SECTION A -A 21' / INTERLOCKING CONCRETE PAVERS RE -GRADE AND RE -SOD AS NEEDED 6" VARIES 6' (M 12" VARIES 12" VARIES 6' (MIN.) 6" INTERLOCKING CONCRETE PAVERS -8" THICK PORTLAND COLORED CONCRETE 4" MAX. 3.5" MI - X MILLING AN RESURFA• G L J N N M LLING AND RESUFACING SECTION B-B TRAFFIC CALMING DEVICE - CONCRETE SPEED TABLE STANDARD DETAILS DR DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-2-a DR MILLING AND RESURFACING 20' TO MATCH WITH EXIST. PAVEMENT TYPE SP-9.5 ASPHALT (1.5")(110 LBS/SY AVG)(INCL. TACK COAT) NOTE 1. a. MEET THE FOLLOWING SET FORTH IN ASTM C936, STANDARD SPECIFI • • TION FOR INTERLOCKING CONCRETE PAVING UNITS: AVERAGE COMPRESSIVE STRENGTH OF 8 0 PSI (55 MPA) WITH NO INDIVIDUAL UNIT UNDER 7,200 PSI (50 MPA). b. AVERAGE ABSORPTION OF 5% WITH NO UNIT GRATER THAN 7% HEN TESTED IN ACCORDANCE WITH ASTM C140. c. CONCRETE PAVERS SHALL BE DARK RED OR APPROVED E. 'L. d. CONCRETE PAVERS PATTERN: HERRING BONE 45°. 6" VARIES 6' (MIN.) 8" THICK PORTLAND COLORED CONCRETE (*) MIN. 5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS #5 I, 6" 0.C. EACH WAY 4#4 STEEL REINFORCING RODS. CONT W/#3 STIRRUPS ©30" 0.C. (TYP) EXIST LIMEROCK BASE (TO REMAIN) DETAIL 1 N. T. S. 12" SUBSTITUTED VARIES INTERLOCKING CONCRETE PAVERS SEE NOTE 1 1 1/2" MIN. SAND LEVELI COURSE 4,500 PSI CONC. AB 6'X6', 10/10 WELDED WIRE M CONT 3" CL (TYP.) PORTLAND C ENT CONCRETE ,000 PSI) COMPA► D SUB —GRADE (*) COLORED CONCRETE RAMPS SHALL BE DARK RED COL CONTRACTOR TO PROVIDE CM/PM COLOR SAMPLES LEGEND 1/2" EXPANSION JOIN 3/16" SAW CUT JOINTS, 1 1/2" DEEP. (TYP.) J J J J JJJJJJJ) JJJJJ) JJJJJ) JJ J JJJJJ JJJJJJJ JJJJJJJ) JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJ J h.LJJJJJJJ OEOREOSui W 44411, 1/2" EXPANSION JOIN (TYP.) 3/16" SAW CUT JO 1 1/2" DEEP. J Jill JJJJJJJ) JJJJJJJJJJ) JJJJJJJJJJ JJJJJJJ OR APPROVED EQUAL. CONCRETE RAMPS AND PAVERS. PORTLAND CEMENT CONCRETE (TYP.) 3/16" SAW CUT JOINTS, 1 1/2" DEEP. (TYP.) J J J JJJJJ) JJJJJJJ) JJJJJJJJJ MBEEddi JJJ COME JJJJJJJJJJd JJJ1 JJJJJ SPEED TABLE VIEW N. T.S. PORTLAND CEMENT CONCRETE (TYP.) 1/2" PREMOLDED EXPANSION JOINT MATERIAL PORTLAND CEMENT CONCRETE (TYP.) 1/2" EXPANSION JOINT TRAFFIC CALMING DEVICE - CONCRETE SPEED TABLE STANDARD DETAILS DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-2-b SUBSTITUTED W13-1 W16-9P W17-1 [1 SPEED W17-1 SPEED W17 HUMP (24X24) HUMP (24 4) OV3HV 1 x 1' ® dWfH gln; 1' x 2' :: N AHEAD W16-9P (24X 12) W16-7P (24X 12) 100' 1' x 3' o m r 15 M.P.H. W13-1 6, 6' (18X18) 1' x 4' o m 73' 1.53' . WI- ® _ __ 1' x 5' 0' 1 co h o ® — o _ m N I GENERAL NOTES: 1' x s' 1 x 7'• 1. SPEED HUMP ' ALL NOT BE LOCATED IN FRONT OF DRIVEWAY. 2. FOR SIGNA' LOCATIONS, REFER TO PLAN VIEW SHEET. W17-1 W16-7P a ®° CITY OF LOCATI• AMI CONSTRUCTION MANAGER MAY SELECT OTHER S NEAR THE SPEED HUMP SHOULD THERE BE ANY 1' x $' ,► •V CONF TS AND AT THE DISCRETION OF THE ENGINEER OF s. A 67-7 WP 3. EED HUMPS SHALL NOT BE PLACED OVER MANHOLES, WATER INNER EDGES RPMs OUTER EDGES OF RPMs • :: s�� I ALVES, SURVEY MONUMENTS, OR ANY UTILITY FEATURES. 4.50' 2.16' FERENCE: 6" DOUBLE YELLOW LINE . • 4. MUTCD SECTION-3B.25 & 3B.26. 5. (24) BI—DIRECTIONAL YELLOW REFLECTIVE PAVEMENT MARKERS FOR DOUBLE YELLOW LINE & (10) BI—DIRECTIONAL WHITE/RED REFLECTIVE PAVEMENT MARKERS FOR SPEED HUMP AS SHOWN. 6. ALL RPM'S SHALL BE OFFSET 1" FROM SOLID LONGITUDINAL LINES. 7. ALL RPM'S SHALL BE CLASS "B" TYPE. 12" OLID WHITE LINE DRAINAGE NOTE: 8. NEW CURB AND GUTTER FLOW LINES TO MATCH EXISTING IN ORDER TO ALLOW PROPER FLOW OF RUNOFF INTO THE EXISTING CATCH BASINS. 9. REGRADE EXISTING SWALE IF NEEDED. SIGN: ® 10. LOCATE SPEED HUMP AND SIGNS TO MINIMIZE IMPACT ON DRIVEWAYS. AHEAD 11. REMOVE ALL EXISTING SIGNING AND MARKING IN CONFLICT WITH 15 MP" THE PROPOSED DESIGN. PAINT: T' i FFIC CALMING ® DEVICE W11. ALL PAVEMENT MARKING STRIPING SHALL BE THERMOPLASTIC W16-9P —9 W13-1 PAINT INCLUDING THE ARROW HEAD ON TOP OF SPEED HUMP: a. 6" DOUBLE SOLID YELLOW LINE (250 LF). b. 12" SOLID WHITE LINE (100 LF). — ASPHALT PARABOLIC SPEED HUMP STANDARD DETAILS DR: DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC— TC-1—b C . N.T.S. 0_ SWALE ,-. r-CURB AND GUTTER OR VALLEY GUTTER VARIES VARIES 0_ Ow rl SUBSTITUTED 12'-0" MIN. 3.5" MILL 1.5" AVERAGE MAX. 4" SAWCUT FIRST FOR MATCH TO EXISTING CLEAN BUTT JOINT PAVEMENT 2'-0" (TYP.) (TYP.) TRAVEL WAY PARABOLIC SPEED HUMP PLAN VIEW N. T.S. EXISTING SWALE EXISTING CURB AND GUTTER lam EXISTING PAVEMENT EXI• ING P EMENT VARIES VARIES MILL 1.5" AVERA SAWCUT FIRST OR CLEAN BUTT JOINT (TYP.) PARABO C SPEED HUMP SECTIONA DETAIL CROSS SECTION - SWALE N. T.S. VARIES VARIES MILL 1.5" AVERAGE SAWCUT FIRST FOR CLEAN BUTT JOINT (TYP.) N. T. S. MIN. 3.5" MAX. 4' EXISTING SWALE MIN. 3.5" MAX. 4" DETAIL 2 - CROSS SECTION - CURB AND GUTTER OR VALLEY GUTTER N. T.S. NOTE: TYPIC MEASUREMENTS AS SHOWN ABOVE CAN VARY ' ° SED ON FIELD CONDITIONS WITH PRIOR APPROVA ROM THE CITY OF MIAMI. EXISTING CURB AND GUTTER AFFIC CALMING DEVICE - ASPHALT PARABOLIC SPEED HUMP STANDARD DETAILS DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-1-a SUBSTITUTED W16-9P w13 1 W17-1 SI .. W17-1 (24X24) SPEED W17-1 SPEED HUMP (24x24) HUMP 1, x 1_ OV3HV ® II a N W16-7P O ads 1' x 2' AHEAD! W16-9P � (24X12) 3J3' (24X12) A," 1 .3 1'x3' 15 0, W13-1 "' N. WHITE ® LM.P. (18X18 ) — o GENERAL NOTES: 1' x 4' 1' x 5' ® 1. SPEED CUSHION SHALL NOT : LOCATED IN FRONT OF DRIVEWAY. 2. FOR SIGNAGE LOCATIONS, ' FER TO PLAN VIEW SHEET. CITY OF MIAMI CONSTRU' ION MANAGER MAY SELECT OTHER 1' x 6' ® a ,,, LOCATIONS NEAR THE ' •EED CUSHION SHOULD THERE BE ANY CONFLICTS AND AT DISCRETION OF THE ENGINEER OF RECORD. 3. SPEED CUSHIONS ALL NOT BE PLACED OVER MANHOLES, WATER 1' 7� o VALVES, SURVE ONUMENTS, OR ANY UTILITY FEATURES. x W17-1 W16-7P .9 4. NO ON—STR T PARKING ALLOWED ADJACENT TO SPEED CUSHION. 1 x 8 REFERENC dwnH '. 033dS SPEED HUMP. 5. MUTCP SECTION-3B.25 & 3B.26. ka 6. (2' BI—DIRECTIONAL YELLOW REFLECTIVE PAVEMENT MARKERS FOR { W17-1 •UBLE SOLID YELLOW LINE & (6) BI—DIRECTIONAL WHITE/RED W16-7P EFLECTIVE PAVEMENT MARKERS FOR SPEED CUSHION AS SHOWN. OUTER EDGES OF RPMs 2.16' . . 7. ALL RPM'S SHALL BE OFFSET 1" FROM SOLID LONGITUDINAL LINES. 8. ALL RPM'S SHALL BE CLASS "B" TYPE. DRAINAGE NOTE: 6" DOUBLE YELLOW LINE ® 9. NEW CURB AND GUTTER FLOW LINES TO MATCH EXISTING IN ORDER TO ALLOW PROPER FLOW OF RUNOFF INTO THE EXISTING CATCH BASINS. 10. REGRADE EXISTING SWALE IF NEEDED. 12" SOLID SIGN: a WHITE LINE 11. LOCATE SPEED CUSHION AND SIGNS TO MINIMIZE IMPACT ON DRIVEWAYS. 12.REMOVE ALL EXISTING SIGNING AND MARKING IN CONFLICT WITH THE PROPOSED DESIGN. PAINT: ® 13.PAVEMENT MARKINGS: a. 6" DOUBLE SOLID YELLOW LINE (250 LF). SPEED b. 12" SOLID WHITE LINE (100 LF). HUMP C. ALL PAVEMENT MARKINGS OVER ASPHALT SURFACES SHALL BE o m Ea AHEAD! 15 MPH W1679P W13-1 THERMOPLASTIC PAINT. d. ALL PAVEMENT MARKINGS OVER CONCRETE SURFACES AND PAVERS SHALL BE PREFORMED PERMANENT TAPE. 14.PREFORMED PERMANENT TAPE AND THERMOPLASTIC PAINT SPECIFICATIONS SHALL BE SUBMITTED TO THE CITY OF MIAMI CONSTRUCTION MANAGER FOR APPROVAL PRIOR INSTALLATION. f— TRAFFIC CALMING DEVICE - CONCRETE SPEED CUSHION STANDARD DETAILS ��. DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- TC-4-b : N.T.S. SUBSTITUTED VARIES 2' EXISTING ASPHALT TO BE REMOVED 2'-6" 1' 1' 3'-0" 1' 1' 1' 1' 3'-0" 1' 1' r- i "TYPE F" CURB AND GUTTER 7'-0" 3' 7'-0" 2'-6" 2' VARIES NOTES: 1. COLOR SAMPLES AND SPECIFICATIONS OF THE CONCRETE AND PAVERS SHALL BE SUBMITTED TO THE CITY OF MIAMI PROJECT MANAGER FOR APPROVAL PRIOR INSTALLATION. 2. SPEED CUSHIONS SHALL BE ACCOMPANIED B SIGNS WARNING DRIVERS. (REFER TO DETA SPC-2). COLORED CONCRETE PAVERS STYLE: OLD MIAMI COLOR: DARK RED SIZE: 6 1/4" X 9 1/2" 6 1/4" X 6 1/4" 6 1/4" X 4 3/4" THICKNESS: 2 3/8" 12" CONCRETE BANDING UNCOLORED MEDIUM BROOM FINIS ASPHALT PAVEMEN DENING 2" ASPHALT CO AND FRICTION ' SURSE FC-9.5 (1" THICK) WITH 5" DETAIL 1 TYPE B-12. AND 12" STABILIZED SUBGRADE (CBR=30) TRAFFIC CALMING DEVICE - CONCRETE SPEED CUSHION STANDARD DETAILS 12" CONC. BAND (TYP.) SECTION A SP 12" WHITE SEE DETAIL 1 1 "TYPE F" CURB AND GUTTER - B 12" WHITE CUSHION PLAN VIEW CONST. 12" CONCRETE BAND INSTALL CONCRETE PAVERS 1" SAND BEDDING (MIN.) BITUMINOUS SURFACE TREATMENT LIMEROCK BASE EXIST. LIMEROCK BASE TO REMAIN === mcannennnnnnnnnnnnnm NOTE: SPEED CUSHIONS RE USED TO ALLOW EMERGENCY LE ACCESS, AND ARE NOT TO BE USED 'ITHIN 500' OF A FIRE STATION. NATURAL GROUND BACKFILL AND OD EXISTING G DE nnnnm nnn t A W16-7P 0 cn w 0 > in 0 SECTION B 2'-0" 2' AVERAGE "TYPE F" CURB WIDENING AND GUTTER ASPHALT DR oo EXIST. 12" STABILIZED ETE SURFACE (TYPE SP-9.5) SUBGRADE TO REMAIN DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA 5" B-12.5 4" CURB PAD 12" STABILIZED SUBGRADE EXISTING LIMEROCK BASE TO REMAIN MISC. TC- N.T.S. TC-4-a SUBSTITUTED 0' 6" 52 1/2" COLUMN 8"X8"X1/4" T.S. MIN. ffi16°VZ-0in 0 6 1 Alu ' . Ball Top w/ hreaded Rod in 3/8" steel Plate w/ Tapped Hole Welded to T.S. r- min 0.090 Alum Sign Faces Alum Flat Bracing Requir n 0.090 Alum Removable Sign Face • (one side only) attaches w/ c.s. screws int drilled and tapped holes 52 1/2" CV r" LC) Fasteners protected or Non -Corrosive as per FBC 2003.8.4.2 THE SIGN AS PER ASCE 7-05 AND 2007 F.B.C. WIND LOAD 146 MPH EXPOSURE "C" IMPORTANCE FACTOR 0.77 typ. 114" dia. Self -tapping screw min. 4 places through Alum. Saddle brace (Saddle brace is welded to Sign) into 1-1/2" SQ T.S. that is attached / to 8"x 8" Post All Tube Steel to be primed and painted HISTORIC WAYFINDING SIGNS - DETAILS DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA Fasteners protected or Non -Corrosive as per FBC 2003.8.4.2 THE SIGN AS PER ASCE 7-05 AND 2007 F.B C. WIND LOAD 146 MPH EXPOSURE "C" IMPORTANCE FACTOR 0.77 MISC. TC- N.T.S. TC-6-b o' 6" NOTES: 1. THE SI 52 1 /2" IMAGE OF HISTORIC LOCATION HISTORIC OVERTOWN MT. OLIVETTE BAPTIST CHURCH COLUMN TEXT SAMPLE RIGHT OF W SLIP REAKAWAY BE AND UNDATION PER FDOT STD 700-010 FINISHED GRADE SUBSTITUTED WELCOME TO HISTORIC OVERTOWN TEXT SAMPLE Y OF MIAMI WILL DETERMINE THE SIGNAGE INFORMATION SUCH AS, COLOR SPECIFICATIONS, TEXTS, IMAGES AND LOCATION, AND MUST ADHERE TO MUTCD SECTION 2D-55. 2. '.'ECIFICATIONS MUST BE SUBMITTED TO THE CITY OF MIAMI PROJECT MANAGER AND CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. HISTORIC WAYFINDING SIGNS DEPARTMENT OF RESILIENCE & PUBLIC WORKS CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-6-a EDGE OF TRAVELED WAY OUTSIDE CLEAR ZONE (3' MIN. FOR LOCATIONS WITH RIGHT OF WAY RESTRICTIONS) =11l- -II IIEE' '2 2'-0" ,a. WELCOME TO HISTORIC OVERTOWN PAVED SHOULDER Right 0f Way See DETAIL 'A' Cla-. 11 Concrete tub Base Plate Thickness* ELEVATION 9" Base Plate CL 946" Bolt Hole Base Bolt Radius + V16' fTYP.) 11 15' (Typ.) PLAN EVE & BASE PLATE DETAILS Shims As Reqd * SUBSTITUTED 2'-0. Min. FACE OF CURB CURB AND GUTTER /TRAVELED WAY SIDEWALK WELCOME TO HISTORIC OVERTOP/, N El 11E111E111E111E111 II Ell *REFER TO FDOT STANDARD PLANS 700-010 & 700-011 '))s" Dia. Hole 28 Ga. Thick Aluminum Strip 2 Required Per Base BOLT KEEPER PLATE DETAIL Base Plate 4 Base Bolt Stub Size Equals Min. Sleeve Size = BASE ND FOUNDATION DETAIL STUB DETAIL Stub Sleeve High Strength Washer ti m � t c c k HISTORIC WAYFINDING SIGNS - DETAILS DEPARTMENT OF RESILIENCE & PUBLIC WORKS' CITY OF MIAMI, FLORIDA DETAIL 'A' MISC. TC- /R/W UNE Column 1" Sleeve Bolt* High Strength Base Bolt (Typ.)t Shims As Reqd. (See Note 5) Bolt Keeper Plate (Typ.) Base Plate (Typ.) Stub N.T.S. TC-6-c DR R/W LINE_\ COLORED CONCRETE (TYP.) R1-4 R1-1 Lill TV CONCRETE PAVERS - - - 12" WHITE PREFORMED TAPE MARKINGS (REFLECTIVE) SAW CUT EXIST. ROADWAY ADJACENT ROADWAY ie 1" MILLINGI i CONCRETE APPROACH E ANSION JOINT AS RAMP COLORED R FDOT STANDARD CONCRETE INDEX 305 (TYP.) 6' (MN.) 8 SUBSTITUTED 12" WHITE PREFORMED TAPE MARKINGS (REFLECTIV DOUBLE YELLOW LINE (TYP.) R/W LINE 12" WHITE PREFORMED TAPE MARKINGS (REFLECTIVE) R1-4 24" WHITE LINE (TYP.) INTERLOCKING CONCRETE PAVERS 1 1/2" MIN. SAND LEVELING COURSE CONCRETE BAND 6" TO 8" COMPACTED LIMEROCK CROSSWALK VARIES 6' TO 10' RAISED INTERSECTION DETAIL —ASPHALT CONCRETE OBG 6 (SP-12.5 BLACK BASE OPTION ONLY) 1. INTER KING CONCRETE PAVERS SHALL BE PROVIDED WITHIN THE FOOTPRINT OF THE PROPOSED CROSSWALK ONLY. 2. COLED CONCRETE SHALL BE DARK RED COLOR AND CONTRACTOR TO PROVIDE CM/PM COLOR SAMPLES FOR CONCRETE R PS AND PAVERS. 3. ICAL MEASUREMENTS AS SHOWN ABOVE CAN VARY BASED ON FIELD CONDITIONS WITH PRIOR APPROVAL FROM THE CITY OF MIAMI. a. MEET THE FOLLOWING SET FORTH IN ASTM C936, STANDARD SPECIFICATION FOR INTERLOCKING CONCRETE PAVING UNITS: AVERAGE COMPRESSIVE STRENGTH OF 8000 PSI (55 MPA) WITH NO INDIVIDUAL UNIT UNDER 7,200 PSI (50 MPA). b. AVERAGE ABSORPTION OF 5% WITH NO UNIT GREATER THAN 7% WHEN TESTED IN ACCORDANCE WITH ASTM C140. c. CONCRETE PAVERS SHALL BE DARK RED OR APPROVED EQUAL. d. CONCRETE PAVERS PATTERN: HERRING BONE 45°. TRAFFIC CALMING DEVICE - RAISED INTERSECTION STANDARD DETAILS DEPARTMENT OF RESILIENCE & PUBLIC WORKS' CITY OF MIAMI, FLORIDA MISC. TC- N.T.S. TC-3-a W1-4R cn U z 0 U W1-4L CC 10'-11' CC a 17 I fY U 0 l •• Y/Y RPMs 8° O.C. 10'-11' r t U 0 U U 0 U SUBSTITUTED GENERAL NOTES: — FOR SPECIFIC GEOMETRY AND SIGNAGE LOCATIONS, REFER TO PLAN VIEW SHEET. — CITY OF MIAMI CONSTRUCTION MANAG MAY SELECT OTHER SIGN LOCATIONS NEAR HE CHICANE SHOULD THERE BE ANY Cs LICTS AND AT THE DISCRETION OF THE ENGIN R OF RECORD. — DESIGN AND LOCATE CHICANE TERAL TRANSITIONS TO MINIMIZE IMP TS TO EXISTING DRIVEWAYS. — TYPE "B" CURB PER RP STANDARD DETAILS PAVEMENT MARKINGS: — 6" WHITE THERMOP TIC — 6" YELLOW THER PLASTIC —18" WHITE THE OPLASTIC — BI—DIRECTION YELLOW/YELLOW AND WHITE/RED R S — DURABLE ' INT (YELLOW) ON MEDIAN NOSE • CURB. CC ALL P MENT MARKINGS' SPECIFICATIONS SHALL BE S :MITTED TO THE CITY OF MIAMI CO • RUCTION MANAGER FOR APPROVAL PRIOR T• INSTALLATION. W1-4L W1-4R CHICANE (TWO-WAY, TWO-LANE ROADS) N T DEPARTMENT OF RESILIENCE & PUBLIC WORKS' CITY OF MIAMI, FLORIDA LEGEND 11110. DENOTES DIRECTION OF TRAFFIC MISC. TC- N.T.S. TC-5-b SUBSTITUTED GENERAL NOTES: - FOR SPECIFIC GEOMETRY AND SIGNAGE LO TO PLAN VIEW SHEET. - CITY OF MIAMI CONSTRUCTION MANAGE LOCATIONS NEAR THE CHICANE SHOUL CONFLICTS AND AT THE DISCRETION RECORD. - DESIGN AND LOCATE CHICANE MINIMIZE IMPACTS TO EXISTING PAVEMENT MARKINGS: - 6" WHITE THERMOPLAS - 6" YELLOW THERMOP - 18" WHITE THERMO - 18" YELLOW TH - BI-DIRECTION ALL PAVEM SUBMITTE► FOR AP" STIC STIC OPLASTIC YELLOW/YELLOW AND WHITE/RED RPMS IONS, REFER AY SELECT OTHER HERE BE ANY THE ENGINEER OF ERAL TRANSITIONS TO RIVEWAYS MARKINGS' SPECIFICATIONS SHALL BE TO THE CITY OF MIAMI CONSTRUCTION MANAGER OVAL PRIOR TO INSTALLATION. W1-4L CHICANE (ONE-WAY, ONE -LANE ROADS) N.T. S DEPARTMENT OF RESILIENCE & PUBLIC WORKS' CITY OF MIAMI, FLORIDA LEGEND 11110. DENOTES DIRECTION OF TRAFFIC MISC. TC- N.T.S. TC-5-a