CITY OF MIAMI DEPARTMENT OF CAPITAL IMPROVEMENTS. ALICE BRAVO, PE, Director NW SOUTH RIVER DRIVE

Transcription

1 CITY OF MIAMI T H E C I T Y O F M I A M I D A D E C O., F L O R I D A ICORP ORATED DEPARTMET OF CAPITAL IMPROVEMETS T H E C I T Y O F M I A M I ALICE BRAVO, PE, Director ICORP ORATED D A D E C O., F L O R I D A IDEX OF DRAWIGS SHEET o. DESCRIPTIO 1 COVER SHEET TYPICAL SECTIO SHEET 3 GEERAL OTES AD ROADWAY QUATITIES 4-7 PLA - PROFILE SHEETS 8 ITERSECTIO LAYOUTS 9-15 CROSS SECTIO SHEETS 16-1 DRAIAGE STRUCTURES DRAIAGE DETAILS 3 UTILITY ADJUSTMETS 4-6 TRAFFIC COTROL PLAS 7 LIGHTIG POLE DATA AD LEGED 8 UTILITY VERIFICATIOS 9-30 STORMWATER POLLUTIO PREVETIO PLA CTL-1 REFERECE POITS GR-1 - GR- REPORT OF CORE BORIGS MIAMI RIVER GREEWAYS - SEGMET D (EAST LITTLE HAVAA) MAYOR TOMAS P. REGALADO CHAIRMA MARC SAROFF VICE CHAIRMA FRAK CAROLLO COMMISSIOER WIFREDO WILLY GORT FRACIS SUAREZ RICHARD P. DU BEGI PROJECT W 7TH ST W 6TH ST MIAMI RIVER GREEWAYS - SEGMET D (EAST LITTLE HAVAA) S-1 S&PM OTES & TABULATIO OF QUATITIES S- - S-5 SIGIG AD PAVEMET MARKIG PLAS CITY MAAGER S-6 - S-31 WAYFIDIG SIG DETAILS CARLOS A. MIGOYA LD-1 TABULATIO OF QUATITIES LD- LADSCAPE OTES LD-3 PLATIG DETAILS LD-4 SITE AMEITY DETAILS LD-5 - LD-8 LADSCAPE PLAS PREPARED R.J. Behar & Company, Inc. E n g i n e e r s P l a n n e r s 7850 W 146 STREET, SUITE 504 MIAMI LAKES, FL TEL: (305) CERTIFICATE OF AUTHORIZATIO O: ATHOY ALFRED, P.E. FLORIDA LICESE o MAUEL (MAY) MEJIDO CIP PROJECT MAAGER 1 LOCATIO MAP ED PROJECT.T.S. SIGIG AD PAVEMET MARKIG SHEET S-30. S&PM OTES & TABULATIO OF QUATITIES SHEET S-1. SIGIG AD PAVEMET MARKIG PLAS SHEETS S-, S-3, S-4 & S-5. JOB O FILE O. 1 SHEET O. OF 46 SHEETS

2 LEGED: B-1 B- ASPHALT SILTY FIE SAD ORTHIG: EASTIG: STATIO: ORTHIG: EASTIG: STATIO: LIMEROCK FILL LIMESTOE WITH SOME FIE SAD OFFSET: 1.5 R OFFSET: 1.4 R ELEVATIO: 3.6 FT. ELEVATIO: 3.6 FT. : 10/18/10 : 10/18/10 DEPTH, FT. DEPTH, FT GROUD WATER LEVEL AT BORIG COMPLETIO ASPHALT (5 ) ASPHALT (5 ) B.T.: BORIG TERMIATED VERY DESE GRAY SILTY FIE SAD WITH SOME LIMEROCK (FILL), GM 66 VERY DESE TO MEDIUM DESE BROW SILTY FIE SAD WITH SOME LIMEROCK (FILL), GM >4: PERCET PASSIG #4 SIEVE FT LOOSE DARK BROW SLIGHTLY ORGAIC SILTY FIE SAD, SM : W.C.=5%; O.C.=3% 1.1 FT MEDIUM DESE TO LOOSE DARK BROW SLIGHTLY ORGAIC SILTY FIE SAD, SM 0 >00: W.C.: PERCET PASSIG #00 SIEVE WATER COTET : W.C.:46%; O.C.=4%; >00=17% LOOSE TO MEDIUM DESE GRAY SILTY FIE SAD WITH TRACES OF LIMEROCK, SM 5.5 O.C.: ORGAIC COTET : >4=83%; >00=17% ELEVATIO, FT (GVD9) BROW TO LIGHT BROW POROUS LIMESTOE AD CALCAREOUS FIE SAD -10 ELEVATIO, FT (GVD9) : SPT VALUE FOR A 1-ICH PEETRATIO (AUTOMATIC HAMMER) HAMMER WEIGHT = 140 LB DROP HEIGHT = 30 I THE TEST BORIGS WERE PERFORMED HRES USIG A CME-55 TRUCK MOUTED RIG LIGHT BROW POROUS LIMESTOE AD CALCAREOUS FIE SAD GRAULAR MATERIALS: RELATIVE SPT -VALUE DESITY (BLOWS/1 ICHES) VERY LOOSE LOOSE <3 3-8 MEDIUM DESE 8-4 DESE 4-40 VERY DESE >40 SILTS AD CLAYS: -0 13/7 100/1-5 SPT -VALUE FT. W CASIG TO 3.5 FT FT. W CASIG TO 3.5 FT. COSISTECY VERY SOFT (BLOWS/1 ICHES) SOFT 1-3 < VERTICAL FIRM STIFF VERY STIFF HARD >4 HORIZOTAL.T.S. Date By Description Date By Description Drawn by Checked by Designed by Checked by Approved by ames Dates ME RA RA HR H. RAMOS, P.E. EGIEER OF RECORD: Hernando R. Ramos P.E. License o HR EGIEERIG SERVICES, IC W 7nd Avenue Medley, Florida Phone: (305) Fax: (305) HR EGI EERIG SERVICES, IC Cert.of Authorization o DEPARTMET OF CAPITAL IMPROVEMETS CITY OF MIAMI, FLORIDA ROAD O. COUTY PROJECT O MIAMI-DADE SHEET TITLE: PROJECT AME: REPORT OF CORE BORIGS MIAMI RIVER GREEWAYS-SEGMET D SHEET O. GR-1 aalfred 1/5/011 9:3:3 AM \\Behar\Projects\08036\geotech\BWBorings01.dgn

3 B-3 B-4 ASPHALT LEGED: SILTY FIE SAD ORTHIG: EASTIG: STATIO: 64+0 OFFSET: 11.5 R ELEVATIO: 3.8 FT. : 10/18/10 ORTHIG: EASTIG: STATIO: 69+9 OFFSET: 16. R ELEVATIO: 4.0 FT. : 10/18/10 COCRETE FILL FIE SAD LIMESTOE WITH SOME FIE SAD DEPTH, FT. DEPTH, FT GROUD WATER LEVEL AT BORIG COMPLETIO ASPHALT (3 ) VERY DESE TO MEDIUM DESE BROW FIE SAD WITH SOME LIMEROCK (FILL), GM ASPHALT (3 ) COCRETE FRAGMETS (6 ) MEDIUM DESE FIE SAD, SP B.T.: BORIG TERMIATED >4: PERCET PASSIG #4 SIEVE FT LOOSE GRAY FIE SAD WITH TRACES OF LIMEROCK, SP LOOSE DARK BROW SLIGHTLY ORGAIC SILTY FIE SAD WITH TRACES OF LIMEROCK, SM : W.C.=9%; O.C.=% 0.9 FT. 5 5 LOOSE BROW SILTY FIE SAD WITH SOME LIMEROCK (FILL), GM 0 >00: W.C.: PERCET PASSIG #00 SIEVE WATER COTET 6.0 O.C.: ORGAIC COTET 3 18 : SPT VALUE FOR A 1-ICH PEETRATIO (AUTOMATIC HAMMER) HAMMER WEIGHT = 140 LB ELEVATIO, FT (GVD9) BROW TO LIGHT BROW POROUS LIMESTOE AD CALCAREOUS FIE SAD 6 LIGHT BROW POROUS LIMESTOE AD CALCAREOUS FIE SAD -10 ELEVATIO, FT (GVD9) DROP HEIGHT = 30 I THE TEST BORIGS WERE PERFORMED HRES USIG A CME-55 TRUCK MOUTED RIG GRAULAR MATERIALS: RELATIVE SPT -VALUE DESITY (BLOWS/1 ICHES) VERY LOOSE LOOSE <3 3-8 MEDIUM DESE 8-4 DESE 4-40 VERY DESE > /4 50/3-0 SILTS AD CLAYS: FT. W CASIG TO 3.5 FT FT. W CASIG TO 3.5 FT. COSISTECY VERY SOFT SPT -VALUE (BLOWS/1 ICHES) <1 SOFT VERTICAL FIRM STIFF VERY STIFF HARD >4 HORIZOTAL.T.S. Date By Description Date By Description Drawn by Checked by Designed by Checked by Approved by ames Dates ME RA RA HR H. RAMOS, P.E. EGIEER OF RECORD: Hernando R. Ramos P.E. License o HR EGIEERIG SERVICES, IC W 7nd Avenue Medley, Florida Phone: (305) Fax: (305) HR EGI EERIG SERVICES, IC Cert.of Authorization o DEPARTMET OF CAPITAL IMPROVEMETS CITY OF MIAMI, FLORIDA ROAD O. COUTY PROJECT O MIAMI-DADE SHEET TITLE: PROJECT AME: REPORT OF CORE BORIGS MIAMI RIVER GREEWAYS-SEGMET D SHEET O. GR- aalfred 1/5/011 9:4:16 AM \\Behar\Projects\08036\geotech\BWBorings0.dgn

4 SIGIG AD PAVEMET MARKIG GEERAL OTES SIGIG AD PAVEMET MARKIG QUATITIES 1. ALL SIGIG (EXCEPT FOR THE SPECIAL WAYFIDIG SIGAGE) AD PAVEMET MARKIGS ISTALLED AS PART OF THESE PLAS SHALL COFORM TO THE LATEST EDITIO OF THE FEDERAL HIGHWAY ADMIISTRATIO (FHWA), MAUAL OF UIFORM TRAFFIC COTROL DEVICES FOR STREET AD HIGHWAYS, AD THE FLORIDA DEPARTMET OF TRASPORTATIO DESIG STADARDS. ALL SIG PAELS SHALL BE FABRICATED TO COMPLY WITH THE MOST RECET PAY ITEM O. ITEM DESCRIPTIO UIT QUATITY EDITIO OF THE FEDERAL HIGHWAY AD ADMIISTRATIO STADARD HIGHWAY SIGS.. MATCH EXISTIG PAVEMET MARKIGS AT THE BEGIIG AD THE ED OF THE PROJECT AD AT ALL SIDE STREETS WITHOUT JOGS AD OFFSETS SIGLE POST SIG (<1 SF) EA SIG ASSEMBLY LOCATIOS SHOW O PLAS WHICH ARE I COFLICT WITH LIGHTIG, UTILITIES, DRIVEWAYS, WHEELCHAIR RAMPS, ETC., MAY BE ADJUSTED SLIGHTLY AS DIRECTED THE EGIEER. EXTREME LOCATIO CHAGES MUST BE APPROVED THE EGIEER. 4. ICORRECTLY PLACED THERMOPLASTIC OR PAIT MARKIGS OVER THE FIAL ASPHALT LIFT WILL BE REMOVED MILLIG AD REPLACIG THE FIAL ASPHALT LIFT A MIIMUM WIDTH OF 18 I AT THE COTRACTOR S EXPESE. THE EGIEER MAY APPROVE A ALTERATIVE METHOD IF IT CA BE DEMOSTRATED TO COMPLETELY REMOVE THE MARKIGS WITHOUT DAMAGIG THE ASPHALT SIGLE POST SIG (>1 SF) EA 7 SIGLE POST SIG, REMOVE EA 14 SIG PAELS, REMOVE EA REFLECTIVE PAVEMET MARKER (YELLOW/YELLOW) EA 57 REFLECTIVE PAVEMET MARKER (WHITE/RED) EA 7 5. THE COTRACTOR SHALL SUBMIT A LIST OF THE EXISTIG SIGS TO THE PROJECT EGIEER AT THE PRE-COSTRUCTIO COFERECE. AY SIGS TO REMAI THAT ARE LOST OR DAMAGED DURIG COSTRUCTIO SHALL BE REPLACED AT O ADDITIOAL COST. COST OF MAITAIIG OF EXISTIG SIGS TO BE ICLUDED I ITEM 10-1, MAITEACE OF TRAFFIC. 6. PAVEMET MARKIGS AD SIGS I FROT OF EW DEVELOPMETS DEPED O EW ACCESS LOCATIOS. THEY EED TO BE COORDIATED THE CITY OF MIAMI REFLECTIVE PAVEMET MARKER (BLUE/BLUE) EA WAYFIDIG SIGAGE (W-KSK) EA WAYFIDIG SIGAGE (W-PED) WAYFIDIG SIGAGE (W-PRM) EA EA ALL EXISTIG SIGS SHALL BE REMOVED ULESS OTHERWISE SPECIFIED I THE PLAS WAYFIDIG SIGAGE (W-MIM) EA 1 8. THE COTRACTOR SHALL REFER TO THE WAYFIDIG AD EVIROMETAL GRAPHICS SPECIFICATIOS FOR ADDITIOAL IFORMATIO COCERIG WAYFIDIG SIGAGE " SOLID TRAFFIC STRIPE (WHITE) M THE COTRACTOR SHALL ISTALL BLUE BI-DIRECTIOAL REFLECTIVE PAVEMET MARKERS " SOLID TRAFFIC STRIPE (YELLOW) M I THE CETER OF THE THROUGH LAE ADJACET TO THE FIAL LOCATIO OF ALL FIRE HYDRATS WITHI THE PROJECT LIMITS " SOLID TRAFFIC STRIPE (WHITE) LF ALL PAVEMET MARKIGS SHALL BE THERMOPLASTIC O THE FIAL SURFACE " SOLID TRAFFIC STRIPE (WHITE) LF " SOLID TRAFFIC STRIPE (WHITE) LF 93 TEMPORARY PAVEMET MARKIG QUATITIES (PAIT) " SKIP TRAFFIC STRIPE (6-10 ) (YELLOW) LF " SKIP TRAFFIC STRIPE (10-30 ) (YELLOW) GM PAY ITEM O. ITEM DESCRIPTIO UIT QUATITY DIRECTIOAL ARROW (3 LEFT & 3 RIGHT) EA " SOLID TRAFFIC STRIPE (WHITE) M " SOLID TRAFFIC STRIPE (YELLOW) M " SOLID TRAFFIC STRIPE (WHITE) LF " SOLID TRAFFIC STRIPE (WHITE) LF " SOLID TRAFFIC STRIPE (WHITE) LF " SKIP TRAFFIC STRIPE (6-10 ) (YELLOW) LF " SKIP TRAFFIC STRIPE (10-30 ) (YELLOW) GM DIRECTIOAL ARROW (3 LEFT & 3 RIGHT) EA 6 DESCRIPTIO MSP THERMOPLASTIC DESCRIPTIO APPROVED R.J. Behar & Company, Inc. E n g i n e e r s P l a n n e r s 7850.W 146th Street, Suite 504 SHEET O. 1/5/011.T.S. Miami Lakes, Florida ATHOY ALFRED, P.E. LICESE O CERTIFICATE OF AUTHORIZATIO O S-1 mscattolini 1/5/011 11:0:33 AM \\BEHAR\PROJECTS\08036\SIGIG\TABQSP01.DG

5 BEGI SIGIG & PAVEMET MARKIGS STA " WHITE W/W/R 10 CC { COST. 6" WHITE (TYP.) W1-1R 30"x30" MSP REVISED SHEET PER MDC COMMETS APPROVED 1"=40 S- mscattolini

6 W1-1L 30"x30" MSP REVISED SHEET PER MDC COMMETS APPROVED 1"=40 S-3 mscattolini

7 Feet MSP REVISED SHEET PER MDC COMMETS

8 levels:gscolorfill GSBWFILL GSOUTLIE panelstyle:guide_exp_distance.ssi constructpanels: constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 panelwidthlock:1 panelquantity:1 panelmaterial:0 panelmounting:0 panelstandard:1 panelame:name marginalign:9 panelsizes: levels:gscolorfill GSBWFILL GSOUTLIE panelstyle:guide_exp_distance.ssi constructpanels: constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 panelwidthlock:1 panelquantity:1 panelmaterial:0 panelmounting:0 panelstandard:1 panelame:name marginalign:9 panelsizes: SKIP TRAFFIC STRIPE (6" YELLOW) W/ BI-DIR Y/Y 40 CC (TYP.) SKIP TRAFFIC STRIPE (6" YELLOW) W/BI-DIR Y/Y 1 CC (TYP.) 6" DBL YELLOW W/Y/Y 40 CC (TYP.) ED SIGIG & PAVEMET MARKIGS 6" WHITE (TYP.) { COST. 70 STA " WHITE (TYP.) 6" WHITE (TYP.) 1" WHITE 3 (TYP. ) 1" WHITE 4" WHITE L MSP REVISED SHEET PER MDC COMMETS APPROVED 1"=40

9 1 DESCRIPTIO MSP UPD TRASH RECEPTACLE DESCRIPTIO APPROVED R.J. Behar & Company, Inc. E n g i n e e r s P l a n n e r s 7850.W 146th Street, Suite 504 SHEET O. 1/4/011.T.S. Miami Lakes, Florida ATHOY ALFRED, P.E. LICESE O CERTIFICATE OF AUTHORIZATIO O S-30 mscattolini 1/4/011 9:51:11 AM \\Behar\Projects\08036\signing\SPDTSP05.dgn