PRIVATE DRIVEWAY PLAN CONCRETE WALK ENTRANCE 6' MIN TO 90 SLOPE 1. 2" EXPANSION JOINT. 2" 1 PREFORMED JOINT FILLER 4 FT. MIN.
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1 8" PVEMENT 6" PVEMENT CURB ND GUTTER 6" WLK T LL QUDRNTS 3 2 CONTRCTION JOINTS 8 PVED LLEY PRIVTE WLK PRIVTE DRIVEWY 0.05 FT./FT. ( 3 6" PER FT.) TYPICL TOWRD RODWY 4" RD (TYP) 4" PLN PROVIDE INTERMEDITE JOINT T SQURED END IN SIDEWLK, WHEN SIDEWLK IS DJCENT TO CURB ND GUTTER COMMERCIL DRIVEWY 36' WIDE MX. 8" PVEMENT 5' RD. MIN FT./FT. SLOPE ' 0" SIDEWLK ND/OR BLVD. 3' VRIBLE CURB ND GUTTER VRIBLE WIDTH 0 SECTION THRU WLK 4" RD 45 HLF PLN PERSPECTIVE 7 VRIBLE SECTION CURB RETURN DRIVEWYS SIDEWLKS ND TRILS.dwg 5 7 CONCRETE WLK SLOPE 6' MIN. SLOPE 4' DRIVEWY PVEMENT LENGTH VRIES 4 FT. MIN. 6 ENTRNCE 0.02 FT./FT. MXIMUM 4" RD TO 0 SEE ROD DESIGN MNUL, CHPTER 5, FOR GEOMETRIC DESIGN OF ENTRNCES. WHERE THE MX. LLOWBLE ENTRNCE GRDIENT WOULD BE EXCEEDED, DUE TO THE POSITION OF EXISTING WLK, THE WLK SHLL BE REMOVED ND REPLCED, OR THE PVEMENT WRPED TO PROVIDE THE REQUIRED ENTRNCE SLOPE. SEE PLNS FOR PLCEMENT OF WLK ND DIMENSIONS FOR CONSTRUCTION OF DRIVEWYS. NO DEDUCTION SHLL BE MDE IN CURB ND GUTTER FOR ENTRNCE.. 2". 2" PREFORMED JOINT FILLER MTERIL, SHTO M 23 (REQUIRED WHEN 2" CONCRETE RES RE POURED SEPRTELY). 2. /2" S T 60' (PPROX.) MXIMUM INTERVLS. 3. MTCH IN PLCE DRIVEWY THICKNESS (6" MIN.). 4. WITHOUT SIDEWLK, PVE ONLY TO THE ENDS OF CURB RETURN WHEN ENTRNCE IS UNSURFCED OR CONSTRUCTION IS NOT NEEDED BEYOND THIS POINT. 5. WITH SIDEWLK, PVE TO THE BCK OF THE SIDEWLK. PID FOR S CONCRETE DRIVEWY PVEMENT. 6. CONTRCTION JOINT (FORMED OR SWED). 7. NOT REQUIRED IF DJCENT SECTIONS RE POURED MONOLITHICLLY. SEE SECTION SEE PLNS FOR PLCEMENT OF PED. CURB RMP.. FORM CONTRCTION JOINT S NEEDED TO PRODUCE PPROXIMTELY SQURE PNELS (MXIMUM WIDTH 5' BETWEEN JOINTS). 0. THE MINIMUM CONTINUOUS ND UNOBSTRUCTED CLER WIDTH OF PEDESTRIN CCESS ROUTE SHLL BE 4'..SEE PLNS FOR PROPOSED CROSS SLOPEOF THE PEDESTRIN CCESS ROUTE, WHICH MY NOT EXCEED 0.02'/FT. S CONSTRUCTED. DRIVEWYS, SIDEWLKS ND TRILS P-
2 6' WIDE CONCRETE SIDEWLK (TYP) R/W LINE TYP. 30'-33' OUT FROM CL 5' RD. MIN. (30' MX.) VRIES 36' MX. MX DRWY SLOPE = 0% MX SDWK CROSS SLOPE = 2% 8' MX. SIDEWLK TRNSITION SLOPE = 8.3%. TRNSITION CURB FROM FULL HEIGHT T STREET TO MTCH T SIDEWLK 3' SWCUT LINE FLOW LINE " ROUNDED LIP R/W LINE TYP. 30'-33' OUT FROM CL 5' RD. MIN. (30' MX.) VRIES 36' MX. MX DRWY SLOPE = 0% MX SDWK CROSS SLOPE = 2% IF CONC. PVMT. TRNSITION CURB FROM FULL HEIGHT T STREET TO MTCH T SIDEWLK 3' SWCUT LINE " ROUNDED LIP 8' WIDE CONCRETE SIDEWLK COMMERCIL DRIVEWY P-2 COMMERCIL DRIVEWY.dwg
3 6-8' CONCRETE SIDEWLK 6-8' (TYP) NO GRETER THN 2% CROSS SLOPE IN DIRECTION OF POSITIVE DRINGE FLOW ON LL WLKS UNLESS OTHERWISE NOTED. BROOM FINISH PNELS (DIRECTION OF FINISH SHLL BE DETERMINED IN FIELD BY ENGINEER PRIOR TO POUR). CRCK CONTROL JOINT (REPLCE WITH EXPNSION PPROXIMTELY EVERY 30 LF OF WLK ND/OR S DETERMINED IN FIELD BY ENGINEER). DTE: CONCRETE SIDEWLK JOINT PTTERN P-3 CONCRETE SIDEWLK JOINT PTTERN.dwg
4 SW CUT MNHOLE C & G MTCH CONTROL JOINTS IN CURB INTERSECTION WITHOUT MNHOLES CONTROL JOINT 40' VG. /2" /8" MXIMUM FTER SHRINKGE 50' MX. 5/8" INTERSECTION WITH MNHOLES SELNT MTERIL /3 OF TOTL THICKNESS OF NEW BITUMINOUS SURFCE OR 2.5", WHICHEVER IS GRETER. /8". THE CUT LOCTIONS SHLL BE T MNHOLES ND SPCED BETWEEN 40 ND 50 FEET PRT OR S DIRECTED BY PROJECT ENGINEER. B. THE CUT SHLL FOLLOW STRIGHT LINE OBTINED BY THE USE OF SNP LINE. C. TRNSVERSE CRCK CONTROL JOINTS SHLL STRT ND STOP T CONTROL JOINTS IN CURB & GUTTER. D. THE CUT SHLL BE WET CUT BY PVEMENT SW T WIDTH OF /8" ND DEPTH /3 OF PVEMENT THICKNESS OR 2.5", WHICHEVER IS GRETER. E. DIRECTLY FOLLOWING THE CUTTING, THE CUT SHLL BE WSHED WITH PRESSURE HOSE UNTIL THE WTER IS CLER, FROM THE CUT. F. THE CUT SHLL THEN BE DRIED WITH COMPRESSED IR. G. THE FINL STEP SHLL BE TO FILL WITH CRCK FILLER MEETING MN/DOT SPECIFICTION TRNSVERSE CRCK CONTROL JOINTS.dwg TRNSVERSE CRCK CONTROL JOINTS P-4
5 CITY OF ROSEVILLE (YER) PVEMENT MNGEMENT PROJECT TRVEL WITH CUTION CONTRCTOR DDRESS TEL. NO. City of Roseville 2660 Civic Center Drive TO BE FILLED OUT WITH LOW BIDDER INFORMTION 3' X 5' SIGN T INTERSECTION OF (ROD NME) ND (ROD NME) CONSTRUCTION SIGN P-5 CONSTRUCTION SIGN.dwg
6 VRIES 32' F-F (TYPICL) 25' RD. TYP. (F/C) 5' CONCRETE C & G.5' 3/4"/FT..5' 3/4"/FT. 7" 3.5" 3 - #4 REBR CONTINUOUS SECTION -. NO CONTRCTION JOINTS IN VLLEY GUTTER. 2. THE CONCRETE VLLEY GUTTER SHLL BE CONSTRUCTED ON 8" GGREGTE BSE, CLSS 5. CONCRETE VLLEY GUTTER P-6 CONCRETE VLLEY GUTTER.dwg
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Where is the nearest bus stop? Route 52 (www.miamidade.gov/transit/routes.com), Located at community entrance on Hammocks Bldv.
GABLES 411: Cscdes t the Hmmocks Are Where is the nerest post office? Locted 2.04 miles from the community, t the intersection of SW 88 St. nd SW 147 Ave, in the Kendll Plz. Below is the ddress nd phone
Where is the nearest post office? 1.64 miles from the community, at the intersection of Timmons and Westheimer.
Are GABLES 411: Gbles Post Ok Where is the nerest post office? 1.64 miles from the community, t the intersection of Timmons nd Westheimer. United Sttes Postl Office 2802 Timmons Ln. Houston, Tx 77027 713.572.3936
What is the closest Metro/Train or Bus station? The T - (www.the-t.com)
Are GABLES 411: Sutter Creek Where is the closest post office? Locted 5.3 miles from the community, t the intersection of E Prk Row Dr. nd New York Ave. Below is the ddress nd phone number for your reference.
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Are GABLES 411: Gbles Ok Creek Where is the nerest post office? Locted 4 miles from the community, t the intersection of Clinton Keith nd Plomr Street. Below is the ddress nd phone number for your reference.
Where is the nearest post office? Located 0.3 miles from the community, two blocks South of the community on Sage Road.
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