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Q_ <br />;? <br />co <br />0 <br />0 <br />N <br />1/2" CHAMFER ( TYP. ) <br />1 — 1 /2 "x3 /1 6 " ALUM. <br />RECTANGULAR BAR <br />(SG SERIES) BY <br />DIRECT METALS, <br />OR APPROVED EQUAL <br />�l/4" t TYP. ) <br />I —1 /2"xl —1 /2" ALUM. <br />EMBEDDED GRATE SEAT <br />BY DIRECT METALS, <br />OR APPROVED EQUAL <br />'---OUTER CONC. WALL <br />ALUMINUM GRATE DETAIL <br />NTS <br />WETWELL "A" SOUTHWEST WALL SECTION <br />SCALE: 1 "=1 ' <br />CONC. SL <br />(TYP. ) <br />RIAL <br />ALL <br />x 6" DIA. STEEL PIPE, <br />ILLED AND PAINTED EPDXY <br />YELLOW <br />3ER EXPANSION <br />MATERIAL ( TYP. ) <br />PIPE BOLLARD DETAIL <br />NTS <br />I " CLE <br />31 <br />E <br />FILL <br />CONCRETE <br />SLOPE PAVING <br />BARS <br />SHOWN <br />12'-0" <br />8" CONC. USE 10/10 GAGE,6"x6" <br />SLAB (TYP.) WOVEN WIRE FABRIC <br />REINFORCING, <br />CENTERED IN SLAB <br />12" COMPACTED NATIVE SELECT - <br />MATERIAL SUBGRADE UNDERNEATH <br />SLAB COMPACTED TO 98% OF <br />STANDARD PROCTOR DENSITY <br />CONCRETE DRIVEWAY DETAIL <br />NTS <br />12'-0" <br />USE 10/10 GAGE,6"x6" <br />WOVEN WIRE FABRIC <br />8" CONC. REINFORCING, <br />SLAB (TYP.) CENTERED IN SLAB <br />12" COMPACTED NATIVE SELECT - <br />MATERIAL SUBGRADE UNDERNEATH <br />SLAB COMPACTED TO 98% OF <br />STANDARD PROCTOR DENSITY <br />CONCRETE RAMP DETAIL <br />NTS <br />I" CLEAR COVER <br />I" CLEAR <br />COVER (TYP.) <br />TOP SLAB 4 # <br />BARS @ 12" O.C. _// <br />TOP OF EXIST. <br />WETWELL EL.=83.40 <br />� Zr <br />Lr_U l lvH l i vt MATERIAL COMPACTED <br />SUBGRADE-24" MIN. STRUCTURAL <br />FILL UNDERNEATH STRUCTURES. <br />MATERIAL SHALL BE COMPACTED TO <br />98% STANDARD PROCTOR DENSITY. <br />WETWELL "A" TYPICAL WALL SECTION (3 SIDES) <br />SCALE: 1 "=1 ' <br />4'-0" <br />(2 SIDES) <br />3/4 " FIBER EXPANSION <br />JOINT MATERIAL (TYP.) <br />CONCRETE <br />ADJACENT <br />- 3/4 " FIBER EXPANSION <br />JOINT MATERIAL (TYP.) <br />//--- CONCRETE <br />SLOPE PAVING <br />2 <br />\ II <br />TOP SLAB, #4 J-HOOK BARS <br />@ 12" O.C. SHAPE AS SHOWN <br />EL.=84.50 <br />#3 BARS @ 18" O.0 <br />8" TOP #4 BARS @ 9 " 0. C o <br />SLAB <br />rn <br />2 "x4 " KEYWAY <br />3/4 " EXPANSION <br />JOINT MATERIAL — <br />EXISTING WETWELL WALL <br />0 �#3 BARS @ <br />18" O.0 <br />I <br />#4 BARS @ 9 " 0. C <br />SELECT NATIVE MATERIAL COMPACTED <br />SUBGRADE-24" MIN. STRUCTURAL <br />FILL UNDERNEATH STRUCTURES. <br />MATERIAL SHALL BE COMPACTED TO <br />98% STANDARD PROCTOR DENSITY. <br />TYPICAL CONCRETE WALL SECTION <br />WETWELL "B" (3 SIDES) <br />SCALE: 1 "=1 ' <br />THE IL <br />LPA <br />GROUP =_ <br />TRANSPORTATION CONSULTANTS <br />4503 WOODLAND CORPORATE BLVD. <br />SUITE 400, TAMPA, FLORIDA 33614 <br />(813) 889-3892 <br />CORPORATE LICENSE NUMBER 00004307 <br />Designer: Checked by: <br />JMA/RSI RSI/NKJ <br />Technician: Project Number: <br />JMA FTU2950053 <br />Notes <br />REVISIONS <br />o. Description <br />Date By <br />ject Name: <br />STORMWATER POND <br />IMPROVEMENTS <br />wing Name: <br />CONSTRUCTION DETAILS <br />.•' � 1JCEh8�.,� <br />. No. <br />60484 <br />: rA;Q <br />Know what's below. <br />Call before you dig. <br />ENGINEER OF RECORD <br />Robert S. Ivy, P.E. #50484 <br />Date: SHEET NUMBER: <br />APRIL 2010 10 OF 10 <br />Scale: Drawing Number: <br />NTS 10 <br />