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HomeMy WebLinkAbout20001562 Ver 1_Site Plan_20001218 i ~ ~ I i ~ 7 ~ I i - / ~ i J / / / / ~ \ ~0 / / i i i, i ~ i ~ ~ / / / ~ / O / i / ~ r ~ i ~ ~ s ~ / / ~ / / / ~ ~i / / / / / \ / ii ~ i ~ ~ ~ ~ ~ ~ y~~ ' / ~ i i ~ ~ / ! ~ / / / , / ~ ~ i ~ ~ ~ ~R- / / / / / ~ / / / i, , ~i l I ~ ~ ~ ~i ' / ~ ~ . ' / / '~i / ~ i a 1, I ±i ~ ' ~ , ~ ' / r~l ,7BM ~ 6 I ~h ~ I ~ ~ ~ ' _ ~ - ~ RR SPI E IN POWERPOLEI ~ ~ J - - ~ - . ~ / EL-7B .59 „ / , ~ ~ ~ ,y , .J l y, ~ f ~ D ~ i i~,y / ~ ~ ~ / , / / /i~ ~ ' ~ / / k ~ / EXIST, ~ I , ~ ~ F F2 HILLS r , / HowER _~F ~ ~ ~ I C,HUR~H i i ~ / / ~ ~ / / ~ 11 > ~ ~ ~ ~ /i / ~ l i~ ~ ~ I ~ ~ / ~ / i~~ I I ~ / / ~ / / ~ / ~ ~ y I / ~ / ~ i - / / / II / ~ / ~ ~ ~ ~ ~yl~ / v~~ ~ I / ~0 / / / / / ~ / ~ I ~ x I 1 ~ ~ ~ , ~ ( 1 / ~ ~ ~ 11 i ' / ~ ~ ~ I ~ ~ ~ ~ ~ ~ / ~ i ~ / / ESTEN B. 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I__~ I ~ I ~ INv_ OII ,h? ~,rdr ~i _ ~ - 780 - ~ ~ ~ x ~ l l~ ( I ~ ~ I I ~ ll c~ ~!~1~~~~._ ~ I _ ~ W l , ~ ~ ~ " I '-1 ~ 'i!1 I ~ I ~ r i I lo- ~ ~w I~' ill 1 I~~ ~ _ ~ . I ,~1, -w~ ~I , ~ F GREF PJ`~~E30R0 = l._ ~l 1- ~ Y 0 ~ _ A X RFF. 357-2-36 ! ~ ~ ~ ~ ~ ~ - ~ / zlll~ o~ ,,1 1 ,1 I 1 , I / X ~~r I ~,l ~r~ .I~~ I ~ l l Jl I m~ 1 ` ~ \ ~ ~ ~ ~ ~ A ~ ~ ~ l ! z ~ ~ ~ I l EXISTING ~ ~ ~ ~ , , . ~ . ~ I ~ I ~ '~I ''I i ) F~0 - ~ ~ FR ~ HOUSE ~-~I : ' ~;I x 1 3, x ~ l ~ I r. ~ ~ I I I I W ~ ! ll Exls l Il ~ II I I , 1 1a1 ~ ' , Pn~E ~ ! \ ! I r i ~ ~ l l \ I~ I ~ ~ 1 V (l I ~ I I ~ ~,l \ l l~ l I(I , ~ \ ~ _ ~ I ~ I I ~ 1 11 7 IN TALLATION , ~ ! ~ ~ I ) 1- ~ ~ I CONSTRUCTION SE U NCE FOR SOUTH BUFFALO CREEK CULVERT S , ~ ~ J ~ 1 ~ \ I , r / ~ ~ ~ V RT ~ I ~ ' ',iii l L. ~ ~ - - 1. INSTALL SAND BAG DAMS ®INLET AND OUTLET OF NEW 84 CUL E _ ~ ~ + ~ ; 1 r ~ > ~ ,l I ~ _ . . _ I DURING INSTALLATION OF 84 RCP. ~ ~ ~ ~ v ; 1~, I I ~ ~ t ~ ~ R AM 0 CULVERT ~ ~''I _ _ - _ _ i I 2. INSTALL TEMPORARY COFFER DAM UPST E F / i~ I+ I AND INSTALL TEMPORARY 24 HDPE PLASTIC PIPE TO ` I ASE FLOW BEYOND GRADING LIMITS. ~ ~ I CARRY B ~ ~ \ ~1 , ~ ~l I ~ 3. EXCAVATE AND GRADE UPSTREAM AND DOWNSTREAM CHANNEL BANKS, ~ ( ~ \ ~ ~ i ~ \ 4. STABALIZE PROPOSED CHANNEL BANKS WITH ~ , ~ ~ , II RI RAP. I CLASS P ~ ~ ~ I~ ~ i ~ 'v ~ ~ BAG DAMS. ~ 5. REMOVE SAND ~ ~ ~ ~ ~ ~ ~ i 1 ~ ~ l 0 6. REMOVE UPSTREAM COFFER DAM AND TEMPORARY HDPE PIPE. ~ • ,i ~ ~ ~ ~ I~ ~ ~ ~ , I ~ Z i \ ~ I ~ i \ ~ ~ ~ i , ~ 1 ~ / ~ ~ i ~ 1 / I ~ ~ ~ ~ 1 ~ I I ~ ~ \ ~ I \ I ~ ~ _ 'I ~~f~ C . ~ ~ I ~ ~i l ~ ~ I , I i, i ~ , - \ ~~1 ~ _ - _ , _ T ~ I: ~ ~ ~ 1'~AVIS~MARTiN-PC~iNELL & A~CIATES. INC. Cde~~~~i. I _ S •I N ENGINEERING - LAND PLANNING - SURVEYING s . i , a EVISIONS SUBDIVISIONS TYPE JOB NO, E-2796 C17Y OF GREENSBORO ROADWAY WATER SURVEYED BY ENGINEERING DIVISION 218 GATEWOOD AVENUE SUITE 102 0. DATE BY i Z~ HIGH POINT, NORTH CAROLINA 27262 NOA' °FU R • P RIVE SIDEWALK DESIGNED BY KKW M E R RITZ E RIVE SHEET NO. F© DRAWN BY JDD STORM DRAINAGE IMPROVEMENTS i PHONE (336) 8864821 FAX (336) 8864458 E. n~,.i rn~. ?1\ 1 2 OF 4 EROSI~,~~1'4,1,OE LAN ~ aunmo i J CHECKED BY ETM Twr