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DCPZP-2010-00508
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DCPZP-2010-00508
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10/17/2011 1:20:00 PM
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DCPZP-2010-00508
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<br />I <br />: /TI' REINFORCED CONCRETE FOUNDATION. . <br />I I <br />: : COORDINATE VIDEO/COMMUNICATION/POWER AND ENTRY <br />I I KEY SYSTEM BETWEEN GATE AND HOUSE. <br />,: : LOCATE ENTRY KEY SYSTEM ON DRIVERS SIDE OF GATE. <br />r~----~--------------~l <br />I I I <br />L______-L______________~ <br /> <br />~ <br />~ <br />" <br />~ <br /> <br />rr---__ ----n <br />Il ............. ,....- 1I <br />II....., .r''''.... 1I <br />II.... /,,, II <br />!l " / II <br />II " I' II <br />II '\ 1/ l! <br />II \ / !l <br />II \ I II <br />" \ 1 II <br />" \ 1 " <br />II \ / II <br />II \ I " <br />II \ I II <br />Sr.-----------:.,~ \! nt--=- <br />i [~~~~~~~~~~~~~~r ljU[ f jWi I . ! <br /> <br />"L"-_-_-_-_- .J L::-:_-_-_-::s- <br /> <br /> <br /> <br />~ <br /> <br /> <br />6'-0" <br /> <br />2'-0" <br /> <br />14'-0" <br /> <br />v <br /> <br />v <br />" <br /> <br /> <br />" <br />co <br />, <br />~ <br /> <br /> <br />l' -" \ ,\; <br /> <br />/' <br /> <br />" <br /><0 <br />. , <br />1'N <br /><0 <br /> <br /> <br />- : ,\ <br /> <br /> <br />- -., <br />,\\ - <br /> <br />'lo <br />, <br />N <br /> <br />I . <br />II, ,1/ i I, <br /> <br />I, <br /> <br />\' \" \ ''\\; ~\\ - \" \; ~\\: - \" <br /> <br />, <br />-:: \ \" <br /> <br />~ - - : \" <br /> <br />'i .: <br /> <br />I I': - <br /> <br />3'-0" 3'-0" 2'-0" <br /> <br />14'-0" <br /> <br />I <br />I <br />i <br />I I I <br />r~--------------rL----~l <br />I I I <br />L______________-L______~ <br /> <br />@~1*~~O. GAT.E <br /> <br />DET AIJ.,S <br /> <br /> <br />~ 1/2" TYPE EO.3s1.1RFACr:: COURSE <br />~ 1/2>> TYPE EO.3 BINDER COURSE <br /> <br />1 1/4>> CRUSHED AGGREGATE <br />BASE ROCK COURSE 9>> THICK <br />MEEllNG DOT SPECIFICA 1l0N <br />SECllON <br />304 <br /> <br />OMPACTED SUBGRADE <br /> <br />0NT~ITUMINOUS <br /> <br />- <br /> <br />CAR TRAFFIC <br />. <br /> <br />:rAVEMENT SECTION <br /> <br />SlEEL OR WOOD POSTS <br />LENGTH 4'-0" MIN. 1'-0" <br />MIN. DEPTH IN GROUND <br /> <br />GEOlEXTlLE FABRIC <br />REINFORCED WITH <br />SUPPORT NETTING <br /> <br /> <br /> <br /> <br />,I ~I -ml IffijlT~ I~J~I rEI ~II 111~WllmmLL~llffit1ffillilll II J <br />-,.,. ,. J -IU ilk-' TTT-II" <br />m SEE NOTE <br />EXCAVAlE TRENCH AND #1 <br />BACKFILL WITH EXCAVATED SOIL FLOW DIRECTION <br /> <br /> <br />THOM R. GRENLIE <br />REGISTERED LAND <br /> <br />400 S. Nine Mound Road, Verona, Wisconsin <br /> <br />LOCKABLE ACCESS PANEL (BOTH SIDES) <br />2" OVERHANG AT 4" STONE CAP <br />I" OVERHANG AT 2" STONE CAP <br /> <br /> <br />., <br />I <br />I I <br />I I <br />J I <br />I <br />...l <br /> <br />GROUND MOUNTED SPOltlGHTS, BOTH SIDES <br /> <br />KEY PAD POLE AND DEVISE. <br /> <br />SOUD WOOD MOTORIZED SWINGING GATE. PROVIDE <br />HEAVY DUlY HARDWARE AND MECHANICAL SYSTEM. <br />CONCEAL MECHANICALS IN MASONRY PEtR, COORDINATE <br />PRIOR TO CONSTRUCTION <br /> <br />4" CUT STONE CAP, TAPER TOP X"/FT. <br /> <br />THIN CUT STONE VENEER OVER REINFORCED <br />CONCRETE. PROVIDE LOCKABLE ACCESS PANEL ON <br />BACK SIDE OF PIER FOR MECHANICAL ACCESS <br /> <br />2" CUT STONE CAP, GROUT JOINTS <br /> <br />SURVEYOR <br />53593 (608) 845-6882 <br /> <br />TOPOGRAPHIC SURVEY MAP <br /> <br />GENERAL NOlES: <br />CONSTRUCTION DETAIL NOT SHOWN ON THIS DRAWING SHALL CONFORM TO <br />REQUIREMENTS SET BY LOCAL GOVERNING AUTHORITIES AND THE WISCONSIN <br />DEPARTMENT OF NATUR'AL RESOURCES. IF POSSIBLE, THE SILT FENCE SHOULD BE <br />INSTALLED IN AN ARC OR HORSESHOE SHAPE WITH THE ENDS POINTING UP SLOPE TO <br />MAXIMIZE EFFECTIVENESS AND STRENGTH. <br />1. EXCAVAlE A TRENCH 4" WIDE AND 6" DEEP TO ANCHOR THE GEOlEXTlLE FABRIC. <br />FOLD GEOlEXTlLE MATERIAL TO FIT TRENCH THEN BACKFILL AND COMPACT TRENCH WITH <br />EXCAVAlED MATERIAL. <br />2. REINFORCED GEOlEXTlLE MA lERIAL WITH AN INDUSTRIAL POLYPROPYLENE NETTING <br />WITH A MAXIMUM MESH SPACING OF 3/4" OR EQUAL. IN ADDITION A HEAVY-DUTY <br />NYLON TOP SUPPORT CORD OR EQUIVALENT IS REQUIRED. <br />3. SlEEL POSTS SHALL BE STUDDED "lEE" OR "U" TYPE WITH A MINIMUM BEARING OF <br />128 LBS./ UNEAL FOOT (WITHOUT ANCHOR). FINISH ANCHORS RESISTANT TO POST <br />MOVEMENT ARE REQUIRED. <br />4. WOOD POSTS SHALL HAVE A MINIMUM SIZE OF 4" DIAMETER OR 1 1/2" X 3 1/2", <br /> <br />Scale: 1"=20' <br /> <br />Tape/File: <br /> <br />Surveyed By: TG/HC <br />Drawn By: TMS <br />Approved By: TRG <br />Field Book: FILE <br />Survey Date: 09.25.08 <br /> <br />&ILT FENCE <br />2 NOT TO SCALE <br /> <br />Map No.: 3467-LT <br />Revised: <br /> <br />HIDDEN RIDGE RESIDENCE, TOWN OF BERRY WI. <br />DESCRIPTION LOCATION: PART OF S.W.1/4, S.W.l/4. <br />T.8N., R.7E., TOWN OF BERRY, DANE COUNTY, WISC <br /> <br />SURVEYOR'S CERTIFICATE <br /> <br />I hearby certify that I have surveyed a <br />mapped the lands described hereon and <br />the map is a correct representation in <br />accordance with the information provided <br /> <br />Thom R. Grenlie <br /> <br /> <br /> <br />~fS~~ <br />",~l"g <br />si!;~gj <br />':~~1i <br />i~~~ <br />J~ <br />.,~ <br />~ <br /> <br />~ <br />~ <br />~ <br />::c: <br />w. <br /> <br /> <br />~ <br />o <br />Q <br />t--I <br />~ <br /> <br />~ <br />U <br />Z <br />~ <br />Q <br />'""'"' <br />{J) <br />~ <br />~ <br /> <br />z <br />~ <br />Q <br />Q <br />t--I <br />~ <br /> <br />c W. <br />0 <br />- ....-l <br />D- .1""'1 <br />cO <br /><I) +> <br />-+-' <J) <br />if) "'d <br />0 <J) <br />!..... +> <br /><I) .1""'1 <br />> rn <br />0 <br /> <br />05.26.10 <br />FootinQ & Foundc <br />06.28.10 <br />Issued for Bid <br />08.10.10 <br />EROISION CONTR <br /> <br />A 1 . ( <br />
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