20081802 Ver 1_Site Plan_20081210

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f # ~ ~ ~ ~ ~ fi r ~ ~ X t ~ ~ ~ ~ o i 1 ~Q CONTRACTOR NOTES: 3 ~F ~ 0 ~
I ~ q q t ~ '
i ~ X 1 3 1 's ~ i 4 ; ~,,_i e ~ ; I ~ PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL RIGOUT THE EXISTING
~t. ~ ESIT! A FOR A~ WATERLINE OVER THE WIDTH OF THE CROSSING AT THE PROPOSED CULVERT TO VERIFY
1. 1 fi ~1 '~z .5 ~ , ~ ~ ~ THAT THERE IS NO GRADE CONFLICT.
~ # ~ ~ 1 'L 3 N,~~ ` ~ # ~ Ro ert J. Selfars~ and arse, and ~ ~ Nat to be copied or
t ~ry ~ ~ 00°01 N ~ 1> t `~i, ' ;3 ~ R Wlfe Sh ran L. Nash-.Sell ~Sf~-,Sellars ~ THE STREET CUT SHALL BE REPAIRED PER COG STD. X423 distributed Without the
f men C. Shamber er and ~ ~ ~~ti ~ 250 WI) ar DrIVe~ r Ja ~ ~ ~ ~ I 9 ~ P { ~ ti ,1 ~ ~ ~ ~ Drrve~ Nf` ~ SEEDING AND MULCHING OR A SUITABLE GROUND COVER SHALL BE PROVIDED ON ALL (express written permission
4 ~ , ~ e ~ S Wlfe hella R. ~ Shambe er t ~ , . k r ~ ~ t u- ~ t ~ a DISTURBED AREAS WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS (WHICHEVER IS of the Cott' of Greensboro f
E ~ 4 't ~ # ~ ~ e"~ ~ ~ 4 ~ ~ ~ x;503 WI! ~r Drive ~ ~ CONSTRUCT A TEMPO RY DAM TO AM TO ~ m-~..,-,~.~.~..----
~ 1 F i V ~ ~ 1. ~ ~ e o ~ ~ , ? a TRAP SHE LOW FLOW A SHOWN 0 SHORTER} FOLLOWING COMPLETION OF THE STORM SEWER INSTALLATION. j )WN ON ~ ~ ~ I
~ t ~ o ~ , i' ~ ~ THE DETAIL SHEETS. PU P LOW PO SOW ~ ~ AT THE END OF EACH DAY THE CONTRACTOR SHALL INSTALL COG STD. X443 ~ j
~ ~ ti , `I I ~ FLOW AR ~ UND WORK SITE ITH
E 4 t 9 ~ 4 ~ ~ , I ~ , ~ ~ ADEQUATE `SIZED PUMP. IN ALL ALL TEMPORARY PIPE INLET PROTECTION IN THE TRENCH ABOVE THE LAST LAID PIPE JOINT.
i {
~ ~ _ N-~~, DAM 8 PPOM CULVERT OPENf 1 ~ ~ k ~ , I~. ~ WILPAR DRIVE IS THE ONLY INGRESS/EGRESS TO THE BACK PORTION OF THIS ~
~ ' ~ ~ ~ ~f 1 i ~ ~ ..,~'ti, SUBDIVISION. THE CONTRACTOR SHALL INSTALL THE NEW CULVERT IN SUCH A MANNER ~ ` ' {
Q ~ . ~ AS TO ALLOW PROPERTY OWNERS AND EMERGENCY TRAFFIC TO THE SUBDIVISION AT ~ ,
~ ~ e s ALL TIMES. g
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PRIOR TO INSTALLATION OF CULVERT, THE CONTRACTOR IS TO VERIFY THAT THE ~ t
ti j Z 1 i i ! A ~ ' EXISTING 8" SANITARY SEWER IS DUCTILE IRON PIPE AT THE POINT OF CROSSING (AS I
50~ TO KIL R C E _ I ,i .4 ~ ~ ~ r t, ~ ~ SHOWN ON C.O.G. RECORD DRAWINGS}. IF THE EXISTING PIPE IS NOT DIP, EXISTING COG w®~ r 73-2033
1 ai ~ ~ SANITARY SEWER MUST BE RELAID WITH DIP FROM THE MANHOLE TO A POINT 10' Gr~T Traf 73-2806 ~
I W RCP x ( y ~ COG/Guiif 73-2084 , BEYOND THIS CROSSING. COG ~a r 73-5855
~ t ~ r:~.. . A ~ ~ Tanks r I
- y ~ t r ~G,~, W ~ ~ W GDOT s 7~-~~sg j
E ~ 1 I ` j ~ ~ ~ ~ ( ~ ~ ~ CONCRETE SUPPORTS MUST BE PROVIDED ON BOTH SIDES OF THE EXISTING
k i f 1 ii t { ! i ~9 (y. I k fd ` f e SANITARY. SEWER TO SUPPORT THE WEIGHT OF THE NEW CULVERT SEE DETAIL ~
,4 ~ ~ i f ~,v ~ ~ i i 1 J w PROVIDED BELOW. ~ ~ ~ ~
r- - ~
` # 1`~ THE PROPOSED HEADWALLS/ENDWALLS AND THE ASSOCIATED WING WALLS SHALL BE ~~~~~O
r 1 i j / ~ # f 1 PROVIDED BY THE SAME MANUFACTURER AS THE RCP BOX CULVERT.
000 N ~ ~~,>A~r ~
~ ~ ~ i ~ E OV EXISTING TREE r"~~~~ ~ ~ 1 RM ~ i I ~ Adrlan Derrlckl Grsffln end ~ f~~ ~ pew-~.~»-.-..-- PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY SILT
t j ~ ~S REQUIRED FO j CHECK DAM PER COG STD. #433 BELOW THE WORK AREA AS SHOWN ON THE PLANS, ~ ~
~ ~ Wife S alane Wilson Grfilffin CULVERT INSTALLATI N ~ ~ - ` i
2 04 WII ar Drive ~ ~ ~ ~ P ~ ~ THE CONTRACTOR SHALL INSTALL A COFFER DAM ABOVE THE WORK ZONE TO TRAP THE
LOW FLOW. THE CONTRACTOR SHALL PIPE THE LOW FLOW AROUND THE WORK ZONE OR 1
1 ~ ~ I I ~ ~ t } { ~,r I € : 1 1 ! i ! f 1 ti 1 I 1, ~ } ~ 1 ~ USE AN ADEQUATELY SIZED PUMP TQ HANDLE THE LOW FLOW AROUND THE WORK ZONE. ;
i t i ~ t Q ~ ~ 1 ~ 4 € o ~ 1 1 it ' ~ ~ i
~S S IF THE SITE HAS TO BE DEWATER£D, THE CONTRACTOR SHALL PUMP THE WATER
~ : I € I ~ i ~ ~ E l ~ ~ ~ , i~~~, ~ THR UGH AN ADE AT LY IZ S I IN I R R GH ~ ~ I I l O QU E S ED T LL G BAS N O TH OU A SILT BAG. C' E ~ ~ ~ ~ ~ , ~
, ~ ~ ~ # ~ RIP RAP BASIN I ~ ~ / ~ ~ `
€ i SEE ;DETAIL SH~~ET FOR , u ~ ,r i j # ( ~ to ~ REMOVE AND PROPERLY DISPOSE OF THE EXISTING 4$" CMP. THIS SHALL BE ~~~~~t~ ~r tn;~ ~~t~ ~
EBASIN DIMENSIONS ,t CONSIDERED INCIDENTAL TO THE TRENCHING FOR THE CULVERT INSTALLATION. ~ ~;n~st}fie ~er~ nit surveyed, t~~y erc~ ~1 OOV41V ~ c~anpil~~ pk;~t~sc~r~rrtr~etri~ rr~eti~ads ~
~ I i i i I~ ~ f ~ i ~ # } t t ~ t ~ j j
~Ir.. # i ~ ~ ~rantle _ , ~ ~ i : ~ ~ tiJ 3rantle' E. Martin C available or the Ge~yraphic Is~~c~rrrati~~ , ty ~ System ~CISj software urea by t~~ City
~;i ~ € q , t i , i € I I ~ Wife at Wife K~atredia W. Mt ~ ~r~~~aro.
r ~ r # ~ ; ~ ` 1 ; TE PORAR~ C ECIC DAM 1., . ~ t t ~
I ~ ~ ~ ti, ~ TYP A -COG STD. 433 2506 t 1 # I 2~~06 Wilpar Driv VERTICAL DATUM - N VD '88
~ } ; ~ ~ ~ t' t HORIZONTAL DATUM NAD '83 ;1 /r_~
( ~ ; ~ ~
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# ~ ~ t°. PROP. ~ 1 ~ r ~ : ~ i ~ z.._ ~-1 t , I `t , ! ~ a i f y E e i } ,
~ 12" s s ~ " BOX 4,D. i2 _ , 1 ~ ~ 1
i MIN. O.D. MIN. ~ MIN. + 72 MIN. _ . ~ ~ _ ~ ~ 111 I ,.f ~ 7j'
RCP BOX ! , _ ~ ` 7" ~ } 1. ~ _ a 1 i ~ j _ _ ~ ~ + ( CULVERT _ ~ w_.~ _ ~
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_
{ MINIMUM 1 r - m # t, _I_ + J- ~ f.. E # ,.fi ~ 1 y. . ..f {t". # . r p. r _ '
} ; 3000 PS1 ~ . , L _ _ ~ _ ~ , ,~M: 1 i 1 , _ r` i ~ - ~ a ~ _ l ~ .b,~ ~ ~ 9 ~ ~ 333
_M w~. _ - _ CONCRETE _ , h ~ ~ ~ ~ ~ ~ k t J 1 is ~ i ~ i ~ :T ~ - - - - ~ - - i ~ ~r _ ~ ~ - ; ~ _ _ ' _ i ~ , j. .o'er i _ ~ f~ (
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REVISIONS TYNE uGi TRACT CON RACTOR AS-BUILT AU Iri. DATE Et DATE BENCH MARKS ..w.,.~._.~..~.___~.....~ _ JOB NO. .~..~._P -4479~ CITY OF GREEN SBR U
STORM SEWER 2009-06 DESIGNED 01 15/07 BY JAH Iz-NGINEERING DIVISION
I SEXIER CONST. SURVEY BY SHEET NO,
WATER C 1 ED) Wilpar Drive Culvert Replacement ~ ~ . i~ E C ~ BY CEO ~
i SIDEWALK ~ ~ 1" - 20° 325' West of Parker-Baldwin Lane 1 OF 1 ~ ~ T Mm SCALE-

_»__.__~._~_.____~~_.T.___~.~
i
CONSTRUC CONTRACT SHEET I t )NSTRUCTION SEQUENCE:
I ,I F 5 1 Q
- s=
1. INSTAL INSTALL TEMPORARY CHECK DAM - TYPE A PER COG STD #433 DOWNSTREAM OF ~
i ° CON STI CONSTRUCTION AREA ~ SENSITIVE iF TI I I
s ream ea ion ~ t
75~ r-~---~--~- I ; _--;-~--rT- - 7~2 2. INSTAL ~ I T111 ~ it i ~ ~ I 1 I 1'~ 1 INSTALL A COFFER DAM ABOVE THE WORK ZONE TO TRAP THE LOW FLOW. THE ~ Not to be copied or
I I I 1 1 ( I I I I I I 1 I ' , 1 1 I , I ~ I CONTR. CONTRACTOR SHALL PIPE THE LOW FLOW AROUND THE WORK ZONE 0R USE AN distributed without the ~
' I I ~ I i I l ~ l l i i l , 1 1 1 1 1 I I I I ADEQU I~ I i i i 1 1~ 1~ 1 ! i r ` ADEQUATELY SIZED PUMP TO HANDLE THE LOW FLOW AROUND THE WORK ZONE. lexpress wrotten permission , I
, I l f i, I I I l l, i l i l ~ ~ i i I Iji ! II ,I ~ ~ 1 , SEC(
i il~ ? I. ill I I E I, lip ' t III I I 1 fl ~ 1 _ _L_ I ~ 1 _ _1. SEE COG STD 213 FOR SPECIFICS of the City of Greensboro '
! , I l i l I I, I i I I l i i I ~ I i i j i I r l
I I , 1 I, I i j i ~ I I~~ i i I ~ i I;, ~ r 1 , ~ i ~ I 3. REMOV REMOVE THE EXISTING 48" CMP CULVERT I ~
I , ~ , I;li,/ 1, I I! ~ ~ ii I I , i i I, I I i I ( I } i i l l I f J I i ~
l I I I I I I I I I I I I I 1 11 i III I'~I;,i~i I I I I s I I ~
I I I I I I 1 ; i ill E II111 lily i iFI 4. INSTAL _ L- I i ~ i---~ - - I INSTALL THE 8' X 4' RCP SOX CULVERT PER THE PLAN ~ ~
748 , - ~ ' =--1-~ - 748 i I I 1 I { ~ : ' t f i ~ . , i t 1 1 ~ ~ 1 I ,
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r ~ I I; I I! 5. INSTAL I I I,I I II , I I I ~ I~ I I ~ ~ I~~I INSTALL THE R(P RAP BASIN PER THE DETAIL BELOW ~ Y~a~i ~
li l I ~ I ~I, i I f I, it I II c I , I , , ~ I 11
X11 r ~ I , I ; r I ~I ,I ~1~Ill~li 6, REMOV REMOVE THE UPSTREAM COFFER DAM AND BYPASS PUMP SYSTEM 1 ~
'T~ I l I i t I a a
I li I 1111 i ; I I , ~ ? I I j~ j f { II 11 i I I t i, I I , I
!Il i 1 I 111 7. ONCE I I 11 I i1 I I E , C I ~ i ICI ONCE THE SITE iS STABILIZED, REMOVE THE TEMPORARY CHECK DAM DOWNSTREAM oac ~ s-zosa
I i ~ ~ III' ;II ~I~i~ 1 1 : G; 1 ~ I i I I ~ 1 1~ of T~~~~~ , 1 ~ i I I ~ I ~ 1 OF THE RIP RAP BASIN GooT Traf ~-8606 ~
jl I ~ I 1111 I l I I ~ ~ i I I I 1 ~ I E 1111 1, Boa/ouilg 73-8094 1 C06 Na r 73-x955
__~._l_. _ i__` I 744~~ I , ~ ~-i-fi- ,-1744 I ~~~1~ 1 1 ~I ~I Tanks r
III, i I Ij II 111( 1 ~ ; ( ~ I ! ~ I ~ I I , ~ 1 ~ I I ~ COOTS 73°8569 ~
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REVISIONS TYPE CON , RAr- } CON TRACTOR AS--L9U1L-T AUT L DATE, E DATE NCH MARKS _,~.~.._..~.~..~._~.__~......T _JOB NO. P 4479 'I TY_._.....~.OF GRORO
STORM SEWERJ 2999-06 DESIGNED 01 18/07 BY BAH ENGINEERING DIVISION
CONST. SURVEY BY SHEET NO. j
k SEWER
} WATER 1 CHECKED BY CEO Wilpar Drive Culvert Replacement r I
IidEW ALK 325' Ufest of Porker-Baldwin Lane 3 OF 3 I i SCALE: 1" = 20'