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Home My WebLink About20081255 Ver 1_Site Plan_20080818_T~_ _ _ _ ~~.N___ _ _ _ _ _ _ h~ t ~ ~ t CONTRACT SHEET a ~ ~ ~ 'ti \ i c^ CONTRACTOR NOTES, OF i Q' ~ i O SEEDING AND MULCHING OR A SUITABLE GROUND COVER SHALL BE PROVIDED ON ALL . , ~o , DISTURBED AREAS WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS (WHICHEVER IS I ~ ~`1'~ ~ ~ rn ~ ~ ~ i SHORTER) FOLLOWING COMPELETION OF THE STORM SEWER INSTALLATION. SENSITIVE INFORMATION S ~ 0 ' 1~ ~ i ,.t ~ . THE STREET CUT SHALL BE REPAIRED TO COG STD. #423 Not to be copied or ~ y ~~1 ~ ~ ~ t , \ , distributed without the ' ~ ~ ss CONFIRM LOCATIOV OF EXISTING ~ " AT THE END OF EACH DAY THE CONTRACTOR SHALL INSTALL COG STD. #443 express written permission ~ r ~ SANITARY SEWER LATERAL PRIOR TO I TEMPORARY PIPE INLET PROTECTION IN THE TRENCH ABOVE THE LAST LAID PIPE JOINT. of the City of Greensboro ANY CHANNF.1_ WORK ~ Q ti ~ s ~ , . ~ ~ t \ t ~ ~ CONTRACTOR IS TO RELOCATE EXISTING 8" DIP WATERLINE AROUND THE PROPOSED ~ s O ~ s i E ~ CULVERT. MAINTAIN 7.5' BETWEEN END OF WINGWALL AND RELOCATED WATERLINE AND ~ ~.IT?',~ ~ i y ~ ~ PROVIDE 3' MINIMUM COVER. --._._._._,_.ew,~ ti ~ ~ ~ TAPER CHANNEL FR M END `z ~ ~ ~ OF RIP RAF? BASIN TO TIE ~ t \ ~ \ v, ~ ~ TO EXISTING CH NNEL y THE PROPOSED HEADWALLS ENDWALLS AND THE ASSOCIATED WING WALLS SHALL BE PROVIDED BY THE SAME MANUFACTURER AS THE RCP BOX CULVERT. y ~ r li V ! ~ ~ ~ ~ o I ` PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY SILT w , I ~ ~ ~ CHECK DAM PER COG STD. #433 BELOW THE WORK AREA AS SHOWN ON THE PLANS. t ~ ~ ~ ~ ~ t..~ . i ~4 ~ ~ ~ Q f ~ ~ C9 ~ , y ~ ~ ~ i ~ 1 THE CONTRACTOR SHALL INSTALL A COFFER DAM ABOVE THE WORK ZONE TO TRAP THE op ~ i I ~ LOW FLOW. THE CONTRACTOR SHALL PIPE THE LOW FLOW AROUND THE WORK ZONE OR ~ I \ j t = 11 i . , t USE AN ADEQUATELY SIZED PUMP TO HANDLE THE LOW FLOW AROUND THE WORK ZONE. coc wot~ a 73-2033 f o- p ~ 1 4 S . r ~ ~ 1 ° GDOT Tref 73-2606 , IF THE SITE HAS TO BE DEWATERED, THE CONTRACTOR SHALL PUMP THE WATER coG/Guilf 73-aoe4 i 4 ; _ ~ ~ ~ ~ ! ~ ~ J~ ~ ~ 1 ti ~ Q O t ; ~V . ~ t i ~ , z . °~0 ~ s e ~ N } ~ . i l = ~ t _ F y . , THROUGH AN ADEQUATELY SIZED STILLING BASIN OR THROUGH A SILT BAG. COTanks rr 73-5855 ~ I GDOT S 73-2569 . f O r . / s ~ ~ 7 ~ _ ` ~ . , l ~ ' THE CONTRACTOR IS TO OBTAIN A PERMIT FROM GDOT TO CLOSE THE ROAD IN ORDER ~ \ r° ~ S i S } ~ ~ i ; ~ TO INSTALL THE PROPOSED CULVERTS. CONTACT CHRIS SPENCER AT (336) 433-7218 P D E S y ~ ' j f 1 J W i c~ S S j ; ` ~ Q { 01~ i i a. i ~ r s s THE EXISTING 36" CMP CULVERT IS TO BE REMOVED AND PROPERLY DISPOSED OF PRIOR ~ e n e ra P e rrr7 i t 5190 S FT ~ s+ ~ a ~ , r_..,, , r i I ; TO CONSTRUCTION. THIS SHALL BE CONSIDERED INCIDENTAL TO THE TRENCHING FOR ' ~ 12, AC~-~vi- POTENTIAL ~ ,r _ ~ SAVE DISTURBED AREA IN T.C.F. ~ ~ _ 1 ~ THE CULVERT INSTALLATION. Applies i ~ _ EXISTING „~o~, , R~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~r. TREES ~ ~ ~ EXISTING 6 6' CONTRACTOR IS TO COORDINATE WITH BELLSOUTH FOR THE RELOCATION OF THE ~ ! f ~ - ~ s 3~~ ~ CHAINLI~ K FENCE ; } ~ J 1 ENCE TELEPHONE LINE AND FIBER OPTIC CABLE PROIR TO CONSTRUCTION. INCLUDE KEITH ' ~ ~ r A LOVINGS (373-2855) WITH ENGINEERING IN THIS COORDINATION EFFORT. DISTURBED AREA = TEMPORARY ~~HECK DA s, ~ ~ ' ox~~x~. ~ ,t . . o~ R~ , ....TYPE A -COG STD. #433 0 , XX. XX Acres ~ s ti ~ 1 ;,.4 ...-.t_ , ~p - ~ TEM . CONST. ESMT,FROM dT:; FROM ~ k ~ t ~ ~ . ° . ~ ~ ~ ~ ; ~ ~i EXIS ~JG FENCE TO Q.O.W. 4 Cp r _ ~ r ~ '0 t?.O.W. ~ ~ ~ . , G S DISCLAIMER ' ~ ~ : ~ ~ 1 4„ r r i:,, : ~ ; 558.15 SQ.., FT. Objects on this map shown with a dotted 5 SQ'',FT' ~ 1lnestyle were not surveyed, they were I' ' `SIN ' ~ ~ 1 RIP RAP BA.. ~ o 4 ~ 0.012 AC.°, OF 12 AC,'°, OF compiled by photogrammetrio methods , , ~ SEE DE..AIL SHEET FOFc ,t ~ ISTURBED i~RE jRBED AREA available on the Geographic Information ~ i BASIN DIMENSIONS ~ System (GIS) software used by the City I ~ a_- ~ ~ r s ,.M ~ ~ ~ a of Greensboro. f ' ~ ~ . r DIST REED A . E~ r 1 RBED Af~EA IS TO BE RE-PLANTED { I r ~ w ,;.n ~ ; ~ TOPE-EXISTIN~ , ZE-EXISTING CONDITION UPON PROFILE SCALES: j , 1 COMP ETION 0~~ ~~w P~ETION of CHANNEL EXCAVATION ~ " - 20, H , w - ~ RELOCATE ~~STING 8" WATERLINE -M ~ ~ ~ , ......t_ ' o r ~4 , AROUND PRO SED CULVERTS - ~ f, ; I ~ 1 118 LF , OF T0~ A F~ OF TOTAL LINEAR DISTURBANCE _ ~ " _ 2' U I , SEE CON ~ CTOR NOTES r~ . 1 l I - ~ _ ~ - - - I -a~_ - ~ I ~ _ ~t ~ ~ _ - _ ry _ -e.. ~ 4 . _ _ _ ~w_. e i _ a _a _ . _ _ -m m =830. I - ~ -r-~- _ _ I i j - - - - - I _ - - I _ m r i - 1 _ i ~ i I _ _ ® 825 i, I e e I _ .--r ° ~ _ _ - _ PRELIMINARY DESIGN I r 1 _ Do NoT UsE FoR CONSTRUCTION r i ~ _..4 = .~820~~ _ t .V s 1-tUG ~ ~ ~J~~~~ I w i - - ~E~~ ai~11E~i la:. I e I _ _ I _ _ e._._. 0+00 0+50 1 +00 1 +50 i REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT RUTH. DATE BENCH M BENCH MARKS JOB No. P -4544 CITY OF GREENSBORO ~ nn n Hier n v n~cirni~n ~n/1~/m RY .IAN Ff~IC~I~IFFRINC~ nl\lI~I(~I\I I\ WI-%U VV 11% 1 I SEWER CONST. SURVEY BY SHEET NO. WATER CHECKED BY CEO EAST WOODLYN WAY CULVERT UPGRADE i 1 1 SCALE: 1" = 20' Approximately 1,150 South of Hilltop Road OF SIDEWALK t._--_- _ _ _ _ T i CONSTRUCTION SUCTION SEQUENCE: CONTRACT SHEET OF i i ~ 1. INSTALL TES TALL TEMPORARY CHECK DAM - TYPE A PER COG STD X433 DOWNSTREAM OF CONSTRUCTI ~1STRUCTION AREA SENS6TIVE INFORMATION . 2. INS + TALL A >TALL A COFFER DAM ABOVE THE WORK ZONE TO TRAP THE LOW FLOW. THE Not to be copied or ~ CONTRACTOE TRACTOR SHALL PIPE THE LOW FLOW AROUND THE WORK ZONE OR USE AN distributed without the I ADEQUATELI ex ress written ermission ~ QUATELY SIZED PUMP TO HANDLE THE LOW FLOW AROUND THE WORK ZONE. p P SEE COG S1 .COG STD 213 FOR SPECIFICS of the City of Greensboro i I i ~ 3. REMOVE THI MOVE THE EXISTING 36" CMP CULVERT ~'"TM I i ~ , _ ~ + s ream ec ion 4. INSTALL THI TALL THE 2 7 X 4 RCP BOX CULVERTS PER THE PLAN ~ ; ~ ! ; i , ! ~ ! ~ ~ ; ! I j 5. INSTALL THI >TALL THE RIP RAP BASIN PER THE DETAIL BELOW ~ i + ! 1 ~ + ~ I I ~ ~ 1 .III i II ~ + You~c~ ~ + oorrrrncr a~-cnu. caa~r~c I ~ P ~ ~ 6. REMOVE THI ~ ~ I! i I MOVE THE UPSTREAM COFFER DAM AND BYPASS PUMP SYSTEM 1 ' C I ~ I ,II ~ + ~ I , ! f t I i t+ f~ f ~ I E I i ~ 1 I ~ 1 I ~ i i I 9 i , ~ ~ ~ N TH , ~ + + , ~ 7. O CE E l I ~ COX ~ L RTS ~ ~ ! ~ 1 1 I I + t I~; II CE THE SITE IS STABILIZED, REMOVE THE TEMPORARY CHECK DAM DOWNSTREAM ~ ~ ~ ! OF THE RIP i ~ I _ _I _ + + I + _ ! ! i THE RIP RAP BASIN coG ~t®r s 73-2033 CBOT Traf 3-2606 f ~ I ~ + `~1~ i i ~ ~ i I COG/Guilf 3-2084 V ~ i i( I ~ E~ I I 7 t ~ V { k i + ~ I€ II~ i, COG Wet r 73-5655 Tanks r ? i ~ i ~ I , ~ ; SOT 5t 3-2569 ~ + { I ' 1 ~ I ~ 1 i ~ ~ f ~ . o i t I i ~ i ~ I ~ I I II ~ I :f I ~ ~ I f i 1 I ~ I I ( ~I TIE BACK INTO EXISTING ~ t ~ 1 i ~ { ~ I ~ + ~ I ~ + + ~ i i ' -~oY RiP aap GROUND AT 2:1 SLOPE l\1PDE~ ! I ~ ~ ~ ! ~ ~ ~ I i + ~ E + I + 1 ~ I ~ ~ i [ ~ + ~ ~ I I ,+l G General Permit ~ ~ k~ i ! + ! 1 I: I ' f I ! ~ ~ i t ! I i i + ~ i + i + ~ + I 1 ~ i i + + ~ ( I ~ { ~ li , +I RIB 3 Applies I ~ I ~ ~ --~r-- r ! i I~ i ~ j i ~ i i ; f : ~ ! ~ ~ i I ~ ~ ~ ~ 1, 1 . + i ~ ~ ~ i + ~ , I + + ! a I ~ ~ ' + + ~ I 7 ' i { ! ~ f , DISTURBED AREA = 'I ~ +!li I f i + + ~I I ~ : ~ i 1 1 1 I~ i,~ t S r T~I~L B 0 ~ 1 ~ . I n XX.XX Acres + : i E ii I ~ i 1 f ~ ! 1 6 ~ i(+ I f i i ~ ! I I i~ + ~ i i + i! I !I , i I~ ~ I ~ : i N A ~ .2H aP o GIS DISCLA MER i Objects on this map shown with a dotted ~ i iinestyle were not surveyed, they were i compiled by photogrammetric methods available an the Geographio Infarmation System (GIS} software used by the City ~ of Greensboro. PROFILE SCALES: 1 1 = 10 H 3 Z ~ Pf > 1 = 2 V N j h i F 1 P I PLAN VIEW owns ream ec ion i I i t I + ~ ~+fl ~ Ij~t I 1fa {+9 iii( r , ~ 1 i I i I t I i 1 I~ j f i~ + ~ I ! ~ I F I 1 I! ~ i i ~ l „ I 1 ! If 21' ~ 10' ~ f i ~ ~ ~ S + + I i 3 1 ,l I I I , I, I i i ~i _ i ~ + 1 E ! + I, ~ ~ I I 1 ~ ] t f ~ ~ + ~ ~i ,!I ~ 1 I ~ I ~ ~ I I 1 ( t , 1~ I ~ 1 ° I i i E ~ I I ~ ~R~ S 7 4 ! : ~ ~ 1 I ~ } 1 f ! t + ~ j f I i 1 1; _ ~.~1._ i I € ~?II ~ II I+I r + +I 1 2' ~I ~ I l { ~ I E ( i + + ! { 1 + + { ~ f E i ~ ( i I t E+ i 1!+ 1 p i a ~ + I i i{ i t ` 1 I+~ ' l i l I I ~ ( , , I I ~ I I - i , - , + ~i,---: 2 2 2C=' CLASS I RIP RAP 1 I 1 4 I+ I + 1 I ' ~ i + i i € ~ r t l 1 j i 7j 1 i i I f E i ~ + 1 f I II : i ,fl? i 11' I I : ~ ~ ~ I I~ 1 t ! ~ I „ i i ~ ~ ~ ij I ~ ~ j 11 ~ I ~I + it f:. 1j 11i ii s ! I I ~ + ; ~ i ll , ~ 111 i PROFILE VIEW I ~ ~ i l: 1 I 1, I ~ + , I ~ a I I i ~ I ~ I ~ t i„.,_s.~,„, - 4 ~ ~ + I -1-~-- 1 ~ ~ ~I 1 ti 3 , 1 ~ I~i1 ( ~ , f ~ , I i ~ ' + + ~ i i ~ € I ' + ! ! I f ~ 1 ~ ~ I 4 4 i ! 1 I ~ i i , ~ C I t ~ ~ I f ~ t I I i ~ I I 1 RIP RAP BASIN DETAIL I + t ~ ~ I A i ~ ~ ~ ! I i ~ ~ + :,.w ~ f T ~ f I , ~ + 4 I i + + + ~ I + G~ I Ijil i ~ E I{! rt N.T.S. + ~ ~iE ! I II 9 II I i I ~ ~ F i i 1 + ~ I I 1 ~C I I I ~ E I E I ;-w-- - r- i i f ~ i ! I I 1 1 ~ I +i i I I+It 1 I I I! k i s ~ I i ~ a I ~ ! €1 } II( I ! ~i iI I 3 ~ ~ i ~ 1 i r! i I PROFILE OF PROPOSED PRELIMINARY DESIGN i RIP RAP BASIN ! SEE DETAIL TO RIGHT 4 4' DO NOT USE FOR I, CONSTRUCTION i i 12" CONSTRUCT A NEW BRICK SILL ACROSS THE SILL DETAIL OPENING OF THE NORTHERN BOX CULVERT. I i N.T.S. THE SILL IS TO BE 12" HIGH BY 8" THICK AND IS TO BE CONSTRUCTED OF BRICK MASONRY ~ i I ,,......._....____d. - - _ ~~_e _ _...w.......,_. ..e. REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT RUTH, DATE BENCH N BENCH MARKS JOB N0. P -4544 CITY GREE(USE~ORO ~ ~ pnen~einv nF~ir,NFn ~n/1~/m RY ,IAH ~f\IC~I(~IF~RINC~ ~I\If~iC)~I . I--- Iv- SEWER CONST. SURVEY BY SHEET NO. i WATER CHECKED BY CEO EAST WOODLYN WAY CULVERT UPGRADE Approximately 1,150' South of Hilltop Road OF SCALE; 1" = 20' SIDEWALK