20052168 Ver 2_Site Plan_20080613

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GENERAL NOTES:
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„ - 1. CONTRACTORS SHALL VISIT THE SITE OF THE PROPOSED WORK TO VERIFY 2005
AND BECOME FAMILIAR WITH CONDITIONS AFFECTING THE PROPOSED
CONSTRUCTION BEFORE SUBMIT111NG PROPOSALS. ANY QUESTIONS OR ~~hr t.4a~1p~ ~~ORM
CONCERNS THE CONTRACTOR MAY HAVE REGARDING THE PLANS, DRAWINGS SCHEDULE:
SPECIFlCATIONS, OR 7HE "WORK° SHALL BE DIRECTED TO THE ENGINEER.
S„ I~EFT~ SHEET DESCRIPTION
2. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND PAY ALL REQUIRED
FEES BEFORE WORK BEGINS. C01 COVER SHEET WITH GENERAL NOTES,
~?r~~
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING ALL WORK INL CLAR UNT ` ~ VICINITY MAP AND DRAWING INDEX
ACCORDANCE WITH THE LATEST RULES AND REGULAl10NS OF THE 0- OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). (l-~o EXIT 135). C02 SITE PLAN
~a at<J
4. ALL TRACK CONSTRUCTION (LE., WORK OCWRING ABOVE FINISHED SUBGRADE ``~1 C03 OVERALL LAYOUT ~Y
ELEVATION) SHALL BE PERFORMED BY AN EXPERIENCED RAILROAD CONSTRUCTION
CONTRACTOR CURRENTLY LICENSED TO WORK IN 1HE STATE OF NORTH CAROLINA. ~30~ ~k~~"' C04 LEAD TRACK PLAN/PROFILE, STA 0+00 TO STA 6+05 v,
SPUR TRACK PLAN/PROFILE, STA 0+00 TO STA 5+00 y~
~y''! j ~ C05 SPUR TRACK PLAN/PROFILE, STA 5+~00 TO 11+64 (END)
5. ALL BOUNDARY AND TOPOGRAPHIC INFORMAJION IS BASED UPON A
SURVEY COMPLETED BY WK DICKSON AND CO., INC IN FEBRUARY 2004.
4a C06 LEAD TRACK PLAN/PROFILE, STA 6+05 TO 11+56 (END)
6. THE ENGINEER HAS ATTEMPTED TO LQCATE AND IDENTIPI' ALL EXISTING ~
UTILITIES. IT IS THE CONTRACTOR'S RESFONSIBIUTY TO FlELD VERIFY THE ``.k.~'`~ MAIN CULVERTS DETAILS AND NOTES Hiky~'
N ~~7;
LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION AND TO NOTE ANY ~ti z C07 EARTH FILL MATERIALS BORROW AREA ~r~~- ~ ,~,I
CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING CONSTRUCTION IS A
THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT THE y g a ~~t~~' C08 TRACK CONSTRUCTI0N DETAILS AND NOTES o
CONTRACTOR'S EXPENSE. ULOCO TELEPHONE NUMBER IS 1-800-632-4949. rfi ~ C09 EROSION/SEDIMENTA110N CONTROL DETAILS
Sh E
7. THESE PLANS ARE SUPPORTED BY TECHNICAL SPEGFlCATIONS AND THE ~F~ '~r' AND NOTES; SEQUENCE OF CONSTRUCTION
CONTRACT DOCUMENTS, WHICH SHALL BE-USED IN CONJUNCTION iMTH THESE
PLANS. REFER TO TECHNICAL SPECIFlCATiONS FOR MATERIALS REQUIREMENTS, a A s C10 EROSION/SEDIMENTA110N CONTROL.
PARTICULARLY SEC110N 06600 - "RAILROAD LEAD/SPUR TRACK MATERIALS". DETAILS AND NOTES J ~<"?s
W '%"r3 ;iii{w
C11 REINFORCED CONCRETE INLET ENDWALL
8. 1RACKS SHALL BE CONSTRUCTED MATH A GAGE OF FOUR FEET EIGHT AND r \
ONE-HALF INCHES (4' - 8-1/2") ON TANGENTS AND CURVES. ALL TRACKS ''r`' FOR TWIN 84"~ CMP CULVERTS Y-~~ti
SHALL BE CONSTRUCTED TO THE ALIGNMENTS AND GRADES SHOWN ON THE ..rte ~'s'
APPROVED PLANS AND PROFILES WITHOUT EXCEPTION. / KELLY BWLEVgRD S•R• 2438 zl C12 REINFORCED CONCRETE OUTLET ENDWALL
FOR TWIN 84"~ CMP CULVERTS
9. FINAL APPROVAL OF THE TRACK FOR SERVICE IS THE PREROGATIVE OF ;j~ C13 EROSION/SEDIMENTATION CONTROL
NORFOLK-SOUTHERN RAILWAY COMPANY. FREQUENT CONTACT AND CLOSE / Z ~ ~~.~o f:,
COORDINATION WITH COMPANY SUPERVISORY OFFICIALS BY THE CONTRACTOR \ =~~f DETAILS AND NOTES
IS REQUIRED. ~ ~ yc
4'~fl S1 REINFORCED CONCRETE ENDWALLS STRUCTURAL
r~,,~ PLANS, DETAILS AND NOTES
10. CONTRACTOR SHALL PERFORM NO WQRK ON NORFOLK-SOUTHERN RAILWAY j~ "~:I~
TRACKS, OR WITHIN COMPANY RIGHTS-OF-WAY, OR IN SUCH PROXIMITY AS ~I ~ / \ H'~'1 1,;~, RW.1 REINFORCED EARTH WRAPPED--FACE WALL
TO INTERFERE WITH COMPANYS TRACKS OR ROADBED, WITHOUT ThiE EXPLICIT ~ ~
ApVANCE PERMISSION OF THE CdMPANY. i~ I PLAN VIEW
~_c°~~ I
11. CONTRACTOR SHALL PLACE OR LAY NO TRACK OR TURNOUT ON THE . of ~ ~ " " -f \ ROADBED UNT1L THE FINISHED SUB-BALLAST HAS BEEN INSPECTED AND ~I ~ PRdPOSED LEAD ?RACK APPROVED BY NORFOLK-SOUTHERN RAILWAY COMPANY. gl~ EXTENSION AND SPUR . '~-jY~~ RW.2 REINFORCED EARTH WRAPPED-FACE WALL
. ELEVATION
tr'
RW.3 REINFORCED EARTH WRAPPED-FACE WALL
u~ 12. ALL TRACK AND TURNOUT MATERIALS SHALL BE STORED, HANDLED AND 'N'r CROSS-SEC110NS & DETAILS
,r,r~
PLACED IN A MANNER THAT ASSURES PI~pTECTION OF ALL SUCH MATERIALS , ~a~- RW.4 REINFORCED EARTH WRAPPED-FACE WALL
FROM DAMAGE OR LOSS.. SPECIFICATIONS AND METHOD OF CONSTRUCTION
kf~ POPPELMANN USA ~
13. CENTERLINE ALIGNMENT OF THE 1RAGK AND THE LOCATIONS OF ALL ~OaRy I INDUSTRIAL SIZE SHANGRI-LA
TURNOUTS, SWITCHGEAR AND OTFIER APRURlENANCES MUST CONFORM TO ~qO ~I ' weo SUBDIVISION ~F~
THAT~SHOWN ON THE APPROVED PLANS, AND SHALL BE FURTHER DEFINED - ,~~a
BY PHYSICAL ON-THE-GROUND STAKED LOCATIONS.
14. AFTER COMPLE110N OF TRACK AND NRNOUT CONSTRUCTION, CONTRACTOR sR
SHALL REMOVE AND PROPERLY DISPOSE QF AFJ. TRASH, RUBBISH AND DEBRIS smut oc "3v r',;
FROM THE PROJECT SITE. THE TRACK PROJECT WILL NOT BE CONSIDERED su~IsoN~ R,; =s~
COMPLETE, NOR 1MLL FINAL PAYbFENT BE MADE, UNTIL A THOROUGH CLEANUP SCALE: 1" = 600'
OF THE ENURE WORK SITE HAS BEEN ACCOMPLISHED. '~'4'; ~+~~~YS~aa~$~f~C
p'ry'. ~-L " T.. l., fi.1r... Yr+x r: ~ r,;
15. REFERENCES MADE ON THESE DRANflNGS TO SPECIFlC MANUFACTURERS' ~ t u , a-.. _ w~ ~,n, ~Y *K-== !+o . .4.6. d,~i
PRODUCTS ARE PROVIDED SOLELY FOR !HE PURPOSES OF INFORMATION AND q e p~ PRWECT MANAGER osawtNC scnu 231 16th AVENUE, NE RELEASED FOR DATE
COMPARISON. SIMILAR BY OTHER MANUFACTURERS THAT 0293$ DRAWN BY PROJECT DAIf HICKORY, NC 28601 APPROVALS
ARE FOUND TO BE AN EQUAL PRODUCTSIN QUA~TYE AND PERFORMANCE TO THAT SHOVM PROJECT VICINITY MAP b [phone] '~'~eee e~ WES OCTOBER 2005 BIDDING Ohm~01N~~~'t~~~ el eoeaeeee APPROVED BY PROJECT NUMBER
WILL BE CONSIDERED AN ACCEPTABLE ALTERNATE. THE CONTRACTOR SHALL Office Locations: W W WDICKS 0 40220.00.1-11 ION TON
PROVIDE CUT-SHEETS, SPECIFICATIONS AND. OTHER SUPPORT DOCUMENTS FOR FILE NAME CORIInUnlty infrastructure consultants North Carolina Georgia CONSTRUCN 40220 GOVER.dwg South Carolina Florida RECORD DWG.
REVIEW BY THE PROJECT ENGINEER PRIOR TO ORDERING A SUBSTITUTE PRODUCT.

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CONSTRUCTION' REV. NO. DESCRIPTION DATE ME NAME Community infrastNCtute consultants North Carolina Georgia
d~ 4022Ob01 South Carolina Florida RECORD DWG, 11%Z0, ?oo~~ CLAI REVISIONS o~,. ..Ac AREMONT, NORTH CAROLINA

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~z~ . ~ ~ ~ t , ~ ~ . ounEt PROTECTION pv 0 , ~ ~ ~ RIB I ~ ~ I 'A ,9._ l 't ~ r ~ ~E ~ i I i , / 1~' ~i ~ , ~ NIGH POINT.
za ~ 1 r ~ " ~ OF DITCH ~ 1 r ~ ~ ~ ~ ' d r o,,-, ~ HIGH POINT ~ . ' ~ , '
•~q~ LIMIT OF DISTURBANCE 1 + y, • ~ ; • q 1 + ,fi , ~ i CL=945.50
c d ~ Q ~ i r ~ + i ~ OF DITCH 'r Y L. N0. 22 r f ~ ' 1 C.B. N0~ ' CL--945.50 ' ~ a
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~ 0 ~ 1.1 , OUT 938 81 964 6~' ' s , 1 ' ~ r{ i ~ , . ~ 966' 0 ~ ° ~
+ C'~ J , ~ \9Z o , 922 , 3 ' I m ` ~ I + QN ~ .,p.. V1 I ~p I r r \ .a
v TEMPORARY DIVERSION , T T ~ , o~{o ~ t ~ 0. X18 ® ~ 92t~; ."`T``~` • ~ _
z I DITCH WITH ROCK DAMS ~ F ~ 916 - . ~ a °r D o~ ? r I y 0 _ j' . 0 ~ S4' ti ~ ~ T ~ I ~ die i--- ~ ~
r AT 100 INTERVALS ~ C ~ • T"---~--- z ~ s F ~ N ~2 91 m I N ~ $ J? ~ . y-,~.,.I ~~PRp ~ ~ ~ , ~ ~ ~ t s~'~ ~~,Op; oo i~ SAD , ~A x~~ r y
x PERMANENT DITCH NW : STABILIZE ` T N + ~ .q ~ ~ W i~ t} \ 912----._ 3g t y 9 a
BY PLACING NORTH AMERICAN GREEN N~h+ ~ ~ ; , o J'~ 6+~6 ~ 910-• 910, p q , x , I SC150 C125 AND S75 WHERE SHO v - 90 = ' 1 ~ ~ p
F : 906 0 °j 'A ,
0 Z ~ - LIMIT OF DISTURBANCE ? P ~ ~ "'••904 ~ o , ~ P pQ` , t g ~
~p ~ o o I o ~o~ ~~oo o,~ ~ 0 4 . G x ~ 1 y ? NF s2 ~s ~ ~ ~ o, po~~-- ~ 1
REINFORCED EARTH WALL AND WRAPPED-PAGE Q• ~ Q ~ ~ ~ ~ ' 90 , ~ ~ F U C' I ,~F i r r r ~ % A~,,`` D :.,0~ ~i:F:a ,ifs i y~
- RENFORCED SLOPE SH LL BE ~ hQ ` ~ ` Si ~ ~ r ~.:r ? I A CONSTRUCTED IN SA RS t ..5 f A Dow o NITARY SEWS _ y r ~ d ~ ~.t•~~ a • STRICT ACCORDANCE WITH THE ~SPEt~FlCATIONS ~ y J INSTALLED UNDER ~ t \ ~ t' - t. . ; ~ ? t : .:.~,;Aas~G,9p~ TEMPORARY' c> •0 I r rl /~9 ) ,y'Aio ~ t , ~ ~ r ~ I'
y e 410 ~ . ti ,r I ~ 'A 0 0 P \j ~ '.J.~ ~:r::: o 0 DETAILS AND PROCEDURES TO BE FOUND ON c' ~ + ~ . ~ SEPARATE CONTRACT + ~ ~ ~ 1 DIVERSION DITCH ' 0 t r .oti~,~ r9 ' , ~ ~ 't ~ ; r r 0 9 ~ ~ \ WITH ROCK DAMS \ ~ r 1 0/ y ~FF~~~o 'o i ~ ~ , ' i ,p y
I a 0 y 89 ~ ~ , I 0 0~ 71? ~ ..f.. I` ~ DRAWINGS ~W.1 THROUGH ~tW.4. F ? PRIOR t0 RAILROAD ~ ~ p , - . B98 ~ ~ ~ , ~ , ~ 9 ~ 9 , ~ ~ s ~ s ~ r \ ~4 9 \ AT 100' INTERVALS 1 ~ ~ I~OCF 9 ~ 2 ~ , ~ r, ~ ~
x 0 J G p• 0 Q + ~ + P ~ CONSTRUCTION h SOP ' ~ ~ , , 4' , 11 ~QGOti , ` \ ~1 < t.; : oG9y a .~0~~~ ~17~,oG ~ rr. r- ` ~ ~ ; ~
1 ~ ~ ~
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xo ~o o ~o ~ ~o eo ~ y ~ ~ 0 F r INLET PROTECTION + , ~ ~ r 1 ~ o--- - _ _ _ _ _ _ _ _l__ _ ~ 1 r', \ ~t PERMANENT DITCH ~4 (SW): STABILIZE ~ 0, ~~Fj,~'FO~:."S:- « ItCP ' ~s ~ , .TO Y.I.• N0. 1Q\ ~ ~ . !y 42 ~ ,
~ o" SEDIMENT_ AP ~3 SILT FENCE ~ ~ ~ S DIM T ~TR~ ~ \ BY PLACING NORTH AMERICAN GREEN ~ ~~y~ ~ y ~ ' ~ f ~ ' 1 ~ r `w= 4
r :DIMENTTRAP ,~4 Ci25 AND 6" RIPRAP WHERE SHOWN ~ ~ ~ ~~~'ti; --J; ;r ~ l v ~ i , i ~..~r...., 4 , ,
REFER: TO SHEET C13 FOR ADDITIONAL MEASURES OF OF
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y/ ~ , I
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~ysGC~RRbC~t'• , rROrECr MMAGER DRAWING SOME RELEASED FOR DATE
231 18th AVENUE. NE TGYV t.ao IN UST HICKORY, NC 28601 INDUSTRIAL RAILROAD SPUR EAD/SPUR TRACK GRADING PLAN/PROFILE C4
DRAWN BY PROJECT DATA APPROVALS [phone] 9YES OCTOBER 2005 WK FOR THE
APPRDVED BY PROJECT NUMBER BIDDING ? Q!D SEAL °
40220.00.M D1 Kev'SION Office Locations: LML • z C) w CONSTRUCTION t? 23 CITY OF CLAREMONT AND EROSION/SEDIMENTATION CONTROL 18
[RfY. NO. DESCRIP71ON DATE FILE NAME community 91 alutie im consir b North Carolina Georgia 02 lf! a,„ b~~ 3 y~ o 40220b01 South Carolina Florida . 5 CLkREMONT, NC
REVISIONS RECORD oYlG 11,

~a
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oZ ~ ~ ~ ~ ~ 1 0;~ ~p BY PLACING. NORTH AMERICAN H AMERICAN GREEN I 1 ~~I~~~~ ~ ~ ~ ~ % /
~ L h , Q. Z, - t a ~S150 AND C125 WHERE SHOWN ui~ ~ ~ ~ ~ -,l * TOP 953.00"= - ~ 9s ~ ~ MERE SHOWN c N ~ 0 \ ` ~ RG`'yAp ` I ,1 ~ , I /
~ • ~ r 'L• ~ \ ~ ~ , h . ~ ~ o o a . - - V ~ NEW ~ ~~w ~ A~ ~o ^ Q ~'•~'h . f~ '0 * OUT 946.80 t ~ ~o ~ LI'
a ~ ~ . , a0 -h .QO
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: ~ a ry .CAR CLEARANCE POIN ~ ~ , ~ x~°~ STA 7+73 ~ o, ` ~ ~ , ~ .6 9 rJ y p ,,2 v : ~ ~
# ? ~ o ,9 DOUBLE SWITCH- ~ UMIT F ~ ~ F y INSTALL , d , -p : INST ~ ~ - ~ , ~ S I TRAP 5 ALL MODEL, HE3 SIZE 0 , ppiNT DERAI6..~,; , ~ ~ DISTURBANCE i ; t ~
~ ~ ~ ~ N It ~ ~ ~ ~ ~ ~ SLIDING DERAIL A 0h ~ - 8,~ - , ~ , ~ op~M,o~ , ~ 4F > - ~ LIMIT OF DISTURBANCE ~ i
~ 7+64 OF ~ a ~ s ? \roA. Fqs ~~c Rr', o eFN°R ~~~o` 968 ~ J , ; , ~ ~ ~
g~_~ STA ~ ~ N z ~ P X32'- ~ ~ , ~ ~ C ~ OG ooo~ . C{.EARAN~ , ry ~ . ? CAR ~ g ~ ~ v D . pGr 9y~9.Op r ~ ~ ~ . ~ ` S ,qCq~,, 6 \ i i \ i lr i
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\ v ti ~ BEGIN ~ a ~ TEMi TEMPORARY DIVERSION DITCH ~ ` 96~ ~ ~v ~ \ ~r ~
~ " r.: ~ ~ h z ~ ~ (SEE o r ~ (SEE TYPICAL DETAIL) < < ~ , ~ o ~ 9•• ~ , ,
J ~ ~O 1 x ~ 9 ' L h ~ ti S~ TEMPORARY INLET PROTEC110N, ~ ~ , ~ _ : f
REQUIRED, ALL CATCH BASINS ' A 9~0 ~ \ 9j2 r ~ b\~ ~
V~' ~ FAR . \ ~ r` ~ ~ o ~ r ~ oh ~ w_ (SEE TYPICAL DETAIL) ~ , , ~ ~ ~ ~ rx ~
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? ~ PI S tv~ h Q 0 " ~ ° • _ oa OF sPUR TRACK ~ m • a ' ? - POB -STA 0
~ ~o 0 M~EL 51-A SWITCH ~ Q ~ c NEW CENTUR
A ~ ~ Q ~ ry PPROVED EQUAL C . ~ OR N RR A ,~i o . ~ ~ ; STAND r MAIN SPUR TRACK ~ ~ ~ ~ % I ~ /
zo ~o o ~o zo ~o so ~N ~ _ rOp - ~ y ~ ~ ' r` J ~
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ry J
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t f , t ! ~ I ~ 1 I i i 1 n f
t 1i0~ N?J1L_S.CALE:_._1 = i ; n / ~
t VE T1CAL SCALE:, 1 = 10 84 RAI VC 319' LEVEL CLEAR NGTH -RAIL C,~R OFFLOADING AREA
4 j . i 99a TOP OF AIL ELEVAl10N ~ 962.22 990 .,....n...,......,.. .
i t i i N: N N ` . d• N Ni N N ! I , ,
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~ ~ Y f.,. i
- ~ ~ SPUR ACK SUBGRADE TO BE ? / 1 , f ,s. ....v..................:,,....,. ,.....,,~.ry............r.~-,.2.22._. _ ~ , . . °2.25.FE T•°BELOW .TOP:.OF RAIL Q oc4 I 950 , . . v... ~~~4~
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a. a ° ca._~.•1• ~ o W
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' ' 1 ' ~ ' ~ , i 900 900
231 16th AVENUE, NEB FOR DATE ~,r~ •t TGW 1:40 asd bq®'. t.
INDUSTF AIN BY PROJECT DATE HICKORY, N 28601 APPROVALS r4 b 0 ~ INDUSTRIAL RAILROAD SPUR SPUR TRACK GRADING PLAN/PROFILE 7118
[611, OCT MANAGER DRAWING SCALE +~f;,. [phone] WK ES OCTOBER 2005 BIDDING r} O{~ ~!FPPROVED BY PROJECT NUMBER Z3 z D r' $ S ~A,E g. FOR THE
„ ,@~. CIT) 40220.00.HI Office Locations: DICK'SON I CITY OF CLAREMONT AND EROSION/SEDIMENTATION CONTROL CLAREMONT, NC
CONSTRUCTION 1. G REV. N0. DESCRIPTION DA FILE NAME community Infrastructure consultants North Carolina Georgia :-r
South Carolina Florida RG?ncintic 40220b01 RECORD DWG.

_ ~ TTOM OF TiES ~ Z ~ ,M ~YZ ~ .y ~
° > o~- i 4 q ~ i PERMANENT DITCH #2 (SE): SEE
~ g p ~ i 1i ~ TENSAR GEOGRID REINFORCED EARTH SLOPES. 0 ~ a DITCH SECTIONS ON SHEET C13 ' , / rr
S 1, I ALL SITE PREPARATION, FlLL MATERIALS, PLACEMENT, p 0 , / ,.'i ' ,
~ ~ COMPACTION AND SEQUENCE OF CONSTRUCTION SHALL T TRAP 0 q ~ ~ ~ f ~ q~tn i ~,q ~ , ~ ~ / I ~,r 0 , ~ CONSTRUCT ROCK DAMS-~ ~ ~ ~ _ ~
W 8 BE IN ACCORDANCE WITH DETAILS AND SPECIFlCATIONS x ~ ~ ~ r r r ~ i' ~ / ~ % 9d'F9 Xs6+~~ ~ ' AT l0O' INTERVALS, ALL i f ~ / r~,-~''~
SHOWN ON DRAWING SHEETS W.1 THROUGH W.4 AND ~ ~ ti x ~ ! ~ ~R I F 9 ~ 0 i r LIM }rr IMIT OF DISTURBANCES ~xs~I~ I ~ TEMPORARY DITCH, LINES' M ~F='~ _ _
~ CONTINUOUS SILT q 0 J' • ~ s ~ ~ 6 ~ • WITH THE GEOTECHNICAL INVESTIGATION REPORT". 46 NOMINA C 'A ~ ~ f ~ ~ i ~ i r ~ " L OVER I u ~ ~ ~ r , ,
,rid FENCES ADJACENT 9y F 1 ~ 0 i I r r r r . AT TRACK CENTERLINE ' ~ ~ ~ ~ ~ 1 c r r I 1 ~ r ? r ~ r' ! ; r ; ; 9^ r _ NEW TREE UNE' -
TO TOP OF WALL ~ ~ 1 ~ 0 _I____ ~ - -
_ ° 8 ~ • , ~ ~ r SEDJMENT TRAP ~2 F~~ 5 CLEAR ' 0 1 0~ ~ y / r I + ~ ~ r r r r ~ J~.ti
,...f.4:.,,.. ti~ q 1 r r . ~ , , p y ,~(i. ef:~T+' , ;+U..• <fd ,~>,~r.r:ls f, lu•,idYl,y4~,i~: :A 1 ~ 1 ..a / ~ , ~ ~ i ' ~ :HIGH POINT' a 0 ~ ,
Ix{`~ i:b ,rp~4,.Y ' 3~9f. . t .i .5r' Idly ~r~it . a'ZO ~ Y.,, gt : it nr 9'2,:5, ";V. ~ 1 r _ p, }4~}5gf~;. r~/~.t~cn j}',~i'}-Yr ~J.. ~,,zF;x',rf y 'Zt; `;'a.~r, r,. •;w.r ~ I f r ~ ~ ~ 1 .v W ~ ~ Fswt~k~ p t~ ci.4 rr,3ar R ur ~ t r" tr j~ s .r:~. ; ~ „t. ~sF ~r I p . ti , r ~OF DITCH ®
MIN x!£,si ry ray s { r,F 7 n r t d~ 5 >x 5~.5 u h~ x (Y > f 9 ~ !r <Y` ~~x ,t , >r,:r{, ~ r ~ tJ Eery r~ k `i;~. I I i i I i :rr~~f!:T~ ~d~cr 3. 1, .,ki^ z ~r ~ yrf~ i (r 1- Y,t~ .r tt t~'cf f ~ ~ i - I ~ Y;~ ;,r ys,„r~f~~;~~~r 1 C w. ~ ' I i OF I °:H1GH POINT • " ~ r ` ~ CL=945.50.: , , / ~
A ?,CAF'," t'hJ~}t.. Y~~ r>rv~~{ W~• ~W rryy,,.'~M:rs sf h..'e~, i r Ji¢n K".~^ a',. ',4 J / ~.~i.~k, V n,. 1. ~tf, f J.:~,t~~f,(a.S:(•aJ F ~ -C-.}D7 ~((~?V~'~O_.~A} 3W~ i ,li£ifJ i;~. fk,r~y rr%;~.,1~~ i~ ~,Xsr~ ? ~1~rr ~ I r ~ ~r4r ustl~it"~r et,Y, .'last ~ F'r + 9 ~ r'k r ::1 + i OF DITCH sy. ' Y.f. N0. ' ! ~ ' ~ . ; d0..4 , CL=945.50 i I TOP 943 64'960- ~Q o~ r ~
~ (kr.~ ,CY t K k~ art .t I"6t~r~'' ~ i z~ ,,,;~,,.~~.;.,w~, ~,s,;~ tk.;r TOP 943.74 '0 926 , :.a . ~ 1 t
K O lSF~F'rL[r`ry1,??', s ~t~ rh7; 1~"r "s5ut?# F` ~ i1~b.~s~e~,~S„q: 7 ,r A%s,• ~:.y:`?f; ::1•"tvt~'''z{.~{,, i~ m~l'f~ 928 ; I ' I ` ~ f:nr:~r:„ ~ . ~ IN 9 . .ri~,a...:~ , ~~r~, ; 36.77 (Y.i. # ~~rr f rr~ , „ w r.. 930 r r . i 6.77 Y.I. 3 i ` I IN 938.71 r , ' r 'r ~
W I,~J a";,ti~kM;rS. wk' i«E"u' tv.~'ek,;n:,' 7 ,si~.r r 3 "'A~N~,br ~0 -ra. 'D i i , . S~. f. 932 ~ G • N .77 Y.l. ~ N W ~ ~,r<}~, , ~ ~~b. ~y~~' o o r--,-- ' 934 ~ I ` ~ : I 936 ( m 21 rY.»+}fi' ;~_}?~,5. ~nI", ;;,sY.4f.:F.lrrrR4J'~< "f• ;'N , 0: W \ ~ o!3'M ~i:'~~,Sb~its", ,ib~{}xx'kw f+~:'kv`.hY, i.. '.,y;'•; Lx r 36.77 (Y.l. ~2) ~ I w OUT 93$.51 , , r ; r
8- ~ .1~. ; ~:r~=r 1.~?~~• PS _ ~ 936 • I: :1~ • ~I OUT 936 57 ~ a 5r:••/ rl ~ J . po ls~ L, ~ e,~y , ~ > ~ ~ k z~, 938 ° ~F ~'#iti,^r "f~ ~ 7.ns.,~t ~y}~.~ # .z J a~~. . ~%~.~irtfCr is~1,'t"Sr~x.. rr1Sl Vii, ~ A 1 ~y~ 36.57 t I I I I 1 ~ r r ~l\/ 950• I o r
~yU ~.~~r'~•pSli ;?~g;,i'•r2Jz '~`~~4~;~ Yrf a L,k} ;,•;1 '~f'.~x4 aT~t~#'.,Yi'. 9 I I ~~`t re';! 9r.' 9 ~1 ir~ xr ~ u~yr<4 c k. ~~"~~'"~•~ni+ ~~.*''`~k "z,~rr7.i~•;,Jr.>;y„4a `7 . _ 94L , :~{a,°~s? ~jo~ 9~ c ry,~ ?'x~ s ak?~ at a;rr lgz~+`"'~~t y~ 18 _.'r-^18" RCP ®tA~ I I r i i , i ~ ~ ~ • /
Zook ~ ~ ~.,~~~#Mr,r ~ ,~r~ , ~r~g r,,~ ~f~ ~ 944 ~4: ~ a fir" ~ t ~~f ~ , ~ r. •~r r r r ! t r I 946 W g5~ J~r'S ~~~~if~~ik ' kIi 4'~rf ~ 1~"~~lei{ ~ vs' n > r~5 ~ R r r r I r ~ i ~ + 1 + ~ D
oN z SEE s5:,k ~ z4>;?,~ ,,`•,:'~:'~'•y7rt, rr~tr}~~ ,.,1Aa r f r ! ~ r I Z!S° ~cr.~.el.iv,a xrr"et*`r sa .+ailk{r",`J u~ , s~ Rr ~srl .ie"` 3i~f r.. f r r ' I 1 j l ~ D rS,. :'l 4r t,, $ ~ 1 .Y~F}.A' 69:.6' s r,3, tPr~.~ ~ri ~ 6. ~ r r I o~ ~ r ~ 4JF~y rt>zr~r~ r I r I 1 ~ , , r . , . . ~ w .,.1 y ~ a f r Is+ f i ; i ~ + , D-~--~-TDD--~----I ~ -r- i ~ ~ I ' WRAPPED FACE
/,x,F,,~.,, a ~,x f.,x,.:. ~ r, . s.,t .r r t l i I O 1 1 y ~ W NOTES arg ~ r ~g{ ~ <f~y„~r tti ~ Ir ~ ran ~ ~ ~ k 1 O a k Tit r-Y' 4n 5 4z},~ ~ ~~'~L1~°y r$ f iii ~ ,r rtf ,Z Sm ~r 5.;:;SA, ~-.'lt~l £,Fi`i ~f r1J.,sn 7,~~3i ~A?rya °xl `Ml'~,,*s~:~1u~~tA {*~le>~fb r^` s:.~.rrira ~s: • • • ~ ~ • .r: • I ~ i i 1Qt00 , ~ i I J ~ 19'rh00 I~ I i , ~ aol.-- rte/ REINFORCED ~ ~ 2:1 ~ ~ ~ EARTH WALL
BELOW ~ ~ ,r,<g~~ t k,7. ~ ~ ,ur,~,t~ pis +r.~~ O O ~ w t ~ rot 4` e ,rJ ~ r + ~..Y^4'ra ~ v ~ . , ;~~~~I~ ~n r f~l~;. ~ a'< ,.~~s.~5 ; ,y; REFER TO TECHNICAL SPECIFlCA110Nc ~ r. .>zsf._ Srrf Y... y t,,.. e. •fx~,,. rvi.Y 7 N ~ i I l a= }~s ~ ")t^~r~ ~sTrwy~tS~r ° t5~5'~a~n y,,~ fat 3• ~Y ~ I I r 1 , I V LEAD ItRA K EI, K t+° 142t, 9 ~ r'w r I' 4+ i TRA K ~EN'~ERU~IE ; - t ~ y ti I E- ~ y~~/ 1/~ 1/21 SLOPE
{ t ~ r ~ ~ ~r 4 ` ^ `j'"` "GEOTECHNICAL INVESTIGATION REPORi"' !r, ? I i ~ I ~ ~ , p,py ~ ' ~ 14 t 1!~..r'~ps is t~er'~~'''t'y~a~J~ dl:r eye r r~ij}i ~rrx y`..'x~~'~ 1 ~ ( ~ I I ? ° dg';t ~,~1 ~x~'L~~~"s~Y~t ,~a.r,.j~ r>, 4ta z .,.e,h.b ty.'~r,errt't~±ih4~.~j u;4 r.~~,Zo ~ 1 r (j~/~~ 1 + N .J n....:t§.:.,.~r.),k<~..KV,.rnea.+~.iJ:"s...:.~aa,nx Y~a.F:r....J`14w .i icixr:c4u..cY:~Frr:l~.rt .!~Al,~:{ I , ~+Y ~ I (O. t ti t t r ' X i I~ I , i.., (SEE SHEETS
YZ°q DRAWING SHEETS ,~RW.1 THROUGH RW.4, , , , ~ Z~r~ 946 F-~i ~ i I + °~9 6 m~-~-..-.-mm , n RW.1 - RW,4) t , t , r 948, ~ ~ ~
•Q ; AND NOTES BELOW FOR BEDDING AND r i g4 i + + + + , • ~ 952 , ~ ~ ^ ` ~ ~ 1:1 SLOPE
~SZ BACKFlLLING OPTIONS PROCEDURES AND i ~ 0 3 < ~ r , I , + GENERAL REQUIREMENTS. ? 9~ ' I 946 9 ` TOP 943.40' • ~ ` r ~ ~ iP 943.40' t ` I ~ `
I + ~~o~ PS ~ I ~ ~ i ~ iyn a I OUT 937.18 --~r--954 ~ 0 / ~ IT 937.18 , P
9 i v Gf ~ r '""'~?.t,.. `9 ~ i 'C ~ 1 ~ ~ , ~ ~ ~ ` mo=t--=956 ` PS ~4 ~ iti ~ ~ ~ ~ ~ ~ ` v / o ' - j / ~ REINFORCED
`1. , HIGH POINTY 958. a / ~P ~
0° 0 930 I ' 1 , ALSO SEE "D1SCH " ~ 1 + ARGE DETAIL AT RIGHT ,r , ~ ~ , ~ ~ 1 ~ OF DITCH ~ . ^ ~ ~ J ~ ~ ~ <.LTOP 943 64 960 g PR~/ti ~ CONCRETE 962 : r p~ ~~~1 ~ ~v~,,}~ HEADWALL CL=945 50
DO NOT SCALE ,.0~ r a:.: ~D , ' C~ v ~ t ! , ? t ~j ~ ~ , OUT 938.81 ` 964 6 • ` a°~~' / rL}~ „N
m , + S , t , 966' ~ ` ' / ~ ~~'~:~?+zr~;r'n.
~O ~ + , ~ ~ ~ 920„p ~ , 9S , _ _ . A D Q* ~i~.,y ~ ~ r7 (31A t"~. ti \ V• \ y,~ .;v n ~ \ (l ? n \t~M1~' ~ir~ 4 GS~~'~~~3a., i "r ~ ~ 1 ~`+w \ {i\ ~ . 'n t ~ ~I r `1~j rT, ~~~1~l..h F fi~ ~ ~ Y
IN T L ON OF COR U ATE ETAL D A Z~ s F I l i t I 1~ A ~ '}-..-A J•~ , q 4 ~1 ~1~5,iw..~w'' 5~'~l !~~'n"h~~j~ ~~'~t+y. ~ R~?`/~~~ 1 AMP yA ~ ,,1 '/9'~~~~ t ~,y ~~,t ,~E~ ` I CRUSHED S70NE~En;~'~~''
~ 9 ~ A~..~ i I ~ i 1 ~ i ` ~ ~ j QS\O ~ . 7,0 x,.ll* --~1.. ~~`l~ ~ ~ y err ?~°,sr4~ r~~y y `iE~<~ ~f''w+~,
r 'L q P~' PROTECTION: p R~ ~ , ~6 • A 1
A REASONABLE AMOUNT OF CARE MUST BE TAKEN IN HANDLING CORRUGATED METAL 910. , x ~ ~ ~ C1 ' _`i 0 i N `i • r~ , O~J' I` • ~ lQ \ 'i ~JO ` ~ \ 1 ,rte` I ~ M. L I ~ ~ 89~:,, ~ 0 0 Q cs O • \ ~ SOUTH CUItVERif
DRAINAGE PRODUCTS TO PROTECT AGAINST CRACKING OR BREAKING 0 I rn ' ~ .THE PiPE, OR o, ~ S , l ~ co t , ~ y ~x y - - -Oi . ~ - .1`-~' DAMAGING THE GALVANIZED AND/OR OTHER COATING.. HEAVY GONSTRUCTION EQUIPMENT ~ 0 ~ , ~ o t - ~ J'- ~ _ N
MUST NOT RUN DIRECTLY OVER STRUCTURE UN71L IT HAS BEEN BACKFlLLED AND THE ~ ~ O,~ i N ~ q N 1 ~ i 1R ~ JD4~9 S~ C • it ti I I RIP-RA
. 0 I ~O G ~ 1 EMBANKMENT PLACED TO THE MINIMUM HEIGHT ABOVE TOP OF PIPE AS SHOWN ON THIS r ~ ~ p ~ ~ ~ 1 , ~ , S ~ t ~ D 0 .F~. , ' \ ~ , ~ STREAM BEOL DISSIPAT R
DRAWING. . ~ ! I .9 s,~ p - , ~ •a . ~q s .qp TEM ORARY , t ! ~ 1 2 q ~ t ~ ~ R ~ I t \ ~ r~ r tJ° rift 4' r N~'
00 1 9 ~ i STRUTTING. I ~ ~'P , 1 DIVERSION ~ a r ~'p T L d~! ~t klf. y .
'.'l: ~ 0 ~ 1 1 i 0~ ~ I PIPES SHOWN .ARE TO BE SHOP STRUTTED WITH TWISTED WIRE OR ROD STRUTS. STRUTS - ~ ` o ~ 9 q , 1 DITCH ~ \ ~ 1 r I ~ q P .pq „4 i
898 , ~ ~ , SHALL BE HORIZONTAL WHEN PIPE iS PLACED. , , , ~ , C'~ . ~ I' 1 ~ , _ 1 t t ` } 1 a•'°~w s~ Y' ~~G ~ti v k~ r ~ t ~'r .fir ~~X.~ . ~ 4 ~i G t ~ ' ` ~ ~ ~ i ~ ` INVERT OF SOUTH , t~~ ~'~~'~~~~~~:~`~d~~'~r~~~~~~~~~~~~~ ~~z~+~
CAMBER. ~ 1 G ti , , ~ ~ , ~ ~ ~ ~ ~ G 2 ~ O ~ / I ~ l x+' + x e f. ~ t a'~r a r r~ ~ ~ 1 ~ ~ ~ F 7c~r , r~ F r f~` r "~i x p4' N~ l ~ ~ t (LO~~ER) cuLVERr ~ ; Y ~ ~ ~ ~ ~
HIGH FILL. DEPTH SUBJECTS PIPE FOUNDATION TO SUBSIDENCE. THE GRADE UNE SHALL ~ , ~ 9 ~ ` ~ ~ ,l ' y~q?.o9 vv`~__ ~G~"~ ~ ~ ~ v , v ~ ~ ' 'I ~ TO BE ONE FOOT ~~~~`~~?~~~RUSrHED~STON,E~~~~"~~~,
A ~ ~ i Z" BE CAMBERED TO PRODUCE A STRAiGH7 GRADE AFTER SUBSIDENCE, ? ~ ~ ~ ~ ~ ' ' ' ~;r; . A a ` p q 0 r s l f~ rr a x sr ~ f 1 x k rcx~' 9 ~q6: , , ~ •RIPRf1P DITCH t trs aat~ i ~~sr'~.: r'n~~,Ffi~" rr 0 ' 3 00 t T L t BELOW STREAM BED ~~"~~','s k°~~~+ y~~~~`'G , x±~r~~~ \ 0 , ~'Z.:- ® i~ ~ ,.TO Y I NO 1Q I t ~ M~~~ 4~' `~l ~r~ knr ~y.~t~
+ + ' ' 1 ~ ~ + PERMANENT DITC SW : ST ` ~~.~.J' 0 ' F HAND TAMPING. - c , , ~ ~ BY PLACING NORTH AMERICAN GREEN ~ , ~ a i 9 Fq~~y~i'"'\ 42" RCP j 1 S~ tt l • ` ~ I 1 I r~ ;~s ~SS~ {~~Slt.,,;? ~.~`},~~~`i~z}~3i'.x~~ria'~~ iY? ~t~a
WHEN USE IS APPROVED BY THE ENGINEER, A HAND TAMP SHALL WEIGH :NOT LESS THAN SEDIMENT TRA #4 C125 AND 6 RIPRAP WHERE SHOWN 9~~~ i s ~ ~ ~ s \I i it I . .v t~ t v ~ I t ~ t I I
TWENTY 20 POUNDS AND HAVE A TAMPING FACE NOT LESS THAN 6" X 6. I
c ~ ASSEMBLY OF STRUCTURE: -8 ( + i ,
RIVETED CORRUGATED METAL PIPES MUST BE PLACED WITH INSIDE CI CU V~ i Q R MFERENIIAL LAPS I ~ ~ ~ ~ ~ ~ ' 4 ~ DISCHARGE DETAIL I , 1 I I t !~P ? •.i:. s•:~,. ~ i LIMIT OF , , I
+ POINTING DOWNSTREAM. THE LONGITUDINAL LAPS SHOULD BE AT THE SIDES OR QUARTER W I ~ , ~ 1 ~ 1 ~ I DO NOT SCALE ~ ~ ~ , ` t DISTtJRBANCE~' I
~ + ~ POINTS, BUT NOT AT THE BOTTOM, 1 ~
' ~ to o to ~ +o so ,ti`' ~ BEDDING /pACKFILLING: 1 ` ` 1 ~ N 41 ~ ji 1
~ + BEDDING AND BACKFlWNG MATERIALS SHALL BE PLACED AS INSTRUCTED IN 0 ~ '
" 1 ° ~ ~ ~ 'i THE GEOTECHNICAL INVESTIGATION REPORT" BY BARRIER ENGINEERING ANO ~ ~
TO ES ~ ^ . a \ TESTING LABORA RI OF HICKORY, NC. THIS REPORT IN INCLUDED IN THE f G \ 7~t1 lr. ~ , r`G., r i ZIP;) .n~i ~~t1 ~ , ~ I 1 ~ i ~ i
TECHNICAL SPECIFlCATiONS. THE DESCRIPTION OF MATERIALS PLACEMENT IS l ~ , k 1 {
980 ~ ' NOTED ON PAGES 5 1HRtX1GH 7 OF THE REPORT. IF THE INSTALLAl10N IS I . ± " ~ ; ,..:...,.t ...........:....HOR120 . TAL..SCALE. F 1 - 4 ~ , ~ 980
PERFORMED DURING DRY SUMMER MONTHS, IT MAY BE POSSIBLE TO DEWATER I n ~ ~ , _ • : VER CAL SCALE. ~ 1 - 10 s 56' RAI VC ~ 3s3~ L cLEAI L CLEAR LENGTH ~ ~ ~ '
THE UNDERCUT SUFFlCiENTLY TO PLAN THE SELECT SOiL BACKFlLL AS f DESCRIBED ON PAGE 5 OF THE REPORT.. THE SOIL SMALL BE PLAGED IN ~ ~ TOP OF RAI ELEVATi RAI ELEVATION = 948.33 ~ i'~
" MAXIMUM 12 LIFTS AND COMPACTED AS INSTRUCTED IN THE REPORT. IF #
CONTRACTOR ELECTS NOT TO DEWATER THE UNDERCUT AREA, THERE ARE TWO I ,
970 I ° • APPROVED ALTERNATES -ONE FOR SOIL AND STONE BRIDGING AND ONE FOR o o . , c , 970 r ' i y .
STONE BACKFILL ONLY - AS NOTED N P G 7. ~ • ~ 0 A ES 6 AND SOIL AND STONE ~ m ao . ~ ' ~ 'd'
r ~ ~ ~ BACKFlLL PLACEMENT MAY BE PERFORMED IN AREAS HAVING LESS THAN 'SIX ; ~ ~ + + + a
6) INCHES OF STANDING WATER. IT IS CRITICAL THAT SOIL AND STONE BE ! ` n n ~ , ~ ii-~^...~L I II ~ s
PLACED IN THE MANNER AND GOMPACTION RATE SPECIFlED IN THE REPORT, I ,
AS IS NOTED ON PAGE 7 OF THE REPORT ONLY STRUCTURAL FlLL WiLL BE i I a w a a W ' 960 ~ ~ ~ r ~ ALLOWED FOR THE BASE OF THE RETAINING STRUCTURE OR FOR STONE BASE. ...~:..........~:..L....:,_...,..,:..,......,....:......, _,~............,,.:,......._.:..v~ W........:.v~ ...~.N W..:...,.......,.}..,.:...........,,.....;......_... I i ~ , 960
WHICHEVER BACKFlLL METH00 IS USED THE CONTRACTOR MUST PAY CLOSE i ~ - ~ ~ I i , w~• 1'/~~
- ATTENTION TO THE RECOMMENDATIONS FOR COMPACTION A ! ~ R TiNGS AND METHODS , ~ ~ ~ ~ i
OF MATERIALS PLACEMENT AS NOTED IN 1HE REPORT. HEAVY EARTH MOV(Nt~ ° ,
OR COMPACTION EQUIPMENT SHALL NOT BE USED OVER THE PIPES UNTIL THE ` r ~ -1 ~ 1 r - OD t i
BACKFlLL HAS BEEN COMPLETED AS SPECIFlED AND AS SHOWN ON THE PLANS. 950 ~ s , ......................._......._..._.i.....,....._........,.........,._..... E ~ ~ ~ ~ 950
CARE MUST BE TAKEN TO AVOID STRIKING PIPE WITH TAMP. .......:.,•.M-...•.~~• ~ Off, ~ t I o ....TOP'. ...RAIL... ~,.:g4B:33 .
I ~ ~ s PROPO PROPOSED SU~GRADE ~ :I
E i
{I{ t t j I
: P I i k < ' S O ? r 940....... 1.._ i i i i t i t
...r,,..:...,.,...,..,..._ . . F: . ALL MATERIALS SHALL CONFORM TO ASTM A444 89. G t INV = 938.66........
I SPUR RCK SUBGRADE TO BE a t~0+' - 5~i INV - 36.92 Q4 ~ CORRUGATED METAL PIPE SHALL BE OF 8-GAUGE, ANNULAR, ~ 1, - 36.92 i l
I 2.50 BELOW TOP ~ RAIL ! E~ ~ i GALVANIZED, RIVETED, AND FULLY ASPHALT-COATED STEEL , ' Qr~ ~ , W t ~
PIPE TO BE PLACED IN SANDY STREAMBED SHALL HAVE A PAVED ~ ~ rn .~i
» r l U~ ( Q W INVERT. ANNULAR CORRUGATIONS ARE TO BE 2-2/3 x1/2. 930 x ~ i ; 4~~~Q i 0. ' ~ i
a HELICALLY CORRUGATED PiPE HAVING ANNULAR REROLLED ENDS .,..........,M .........o o~................,....:. , r O a 4...........~ ' ~ z II ~a^ _ 930 .i i a ° Q~ZQm~ I
XQ ~ SHALL NOT BE USED. ~ W z ~ m W ~ O U
» E a= Ol ~ n =G ~4 ~ CORRUGATED METAL I,~PE MALL BE FORMED TO A MINIMUM a ;g, W
~ ~ II .t 5 PERCENT VERTICAL ELONGATION, USING TWISTED TENSION WIRES ~ ~ _ ~ a ~ ~ z o I s
OR TURNBUCKLE RODS AT THE HORIZONTAL A)aS. ° ~ ~ N > I ~ o o ~ , 1 J i I
920 t o z m ~ ~ o ~ THESE WIRES OR RODS.ARE TO BE REMOVED WHEN GRADING IS ........:.....................,..,........,.:...,...:_.....w.a~.M , ......,m:,.. W i N'1 ~h~~ Q: , t
COMPLETE. ~ , o o v. tv o a~ / N
SHALL BE OF 12-GAUGE A ! 0 0 0~ o o ; NNULAR ~ r z a } W°
GALVANIZED, RIVETED, -AND FULLY ASPHALT-COATID STEEL r z o o / co Q ' . G m~~Q W '
ANNULAR CORRUGATIONS ARE TO z z a m BE 2-2/3 x1/2. HELICALLY 1 a o o , et N i Z (q» J (n ~ ' i W ~.A/IFS'J O.v
CORRUGATED PIPE HAVING ANNULAR RERO D DS 910 ~ v a o ~ o ~ ~ LLE EN SHALL NOT l NwZ N N ,,..,,:...,,,.,,....,:v. , I ~
BE USED. »
CON6ECPNG BANDS FOR 8A~ 1~ PIPE SHALL BE OF 1W0 PIEGES, k 1 ~ ,
10-GAUGE ANNULAR GALVANIZED FULLY ASPHALT-COATED STE t EL, a t ' ~ ,
TWO FEET WIDE, WITH A MINIMUM OF FOUR 1/2 CIRGUMFERENTiAL ~ i
RODS AND SILO-TYPE LUGS. ~QO ~ `900
~ON~C11N¢ BANDS FOR 36 0 plpE CE, l SHALL BE OF ONE-PIE ` ~ i
14-GAUGE, ANNULAR, GALVANIZED, FULLY ASPHALT-COATED STEE ~ L'
TWO FEET WIDE. f 4 5
DIMPLED BANDS ARE NOT A CEPTA I C BLE. i 1 i
1 r i , t '890
C 1'tAA A •IAA ,.'..t~w. _ r....: ,..w .,ww•. .,w ww
U'rw otuv /tuv atuu ytUu 1u+uu 11+uu 1! UU 115+UU
i s
0a CAR
INDUSTF HICKORY NC 26601 eY PROcr DAtE (82$) 327-6911 APPROVALS OCTOBER 2005E, INDUSTRIAL RAILROAD SPUR C6
FOR THE LEAD TRACK GRADING PLAN/PROFILE
VEfl BYBY PRWECT NU BIDDING lip "02 40220.OaHl D I C 0 N Office Locations:
CIT) CITY OF CLAREMONT AND EROSION /SEDIMENTATION CONTROL 18
REV. N0. DESCRIPTION DATE AME emmunny ~Ie=ftNCtum COO North Carolina Gwr9la CON5TRUCiION s~4It4>a4ts 2Ob01 South Carolina Florida . ?o?F+e? REVISIONS RECORD DWG. CLAREMONT, NC
F CT MANAGER DRAWING SCALE RELEASED FOR DATE 231 16th AVENUE, NE N01ED

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'`~~,,,APPROXIMATE LOCATION(S) OF TEMPORARY HAUL ROAD(S) ~ t I ~ ~ ; ; ; I
o FOR TRANSPORT OF FILL MATERIALS FROM BORROW AREA _ 1 ; ; I ~ ~ I
a _ r + 1 III r I I U ~ . ~ , I I , , i i I I ~ \ I '--•9B2,w.-- TO RAILROAD SPUR STREAM CROSSING. HAUL ROADS) ~ ~ I ; ~ ; I
ro~~ L., ~ r ? r + 1111 I I I r I I i \ Q ~ Q `~-..,AND ALL ASSOCIATED EROSION/SEDIMENTATION CONTROL ~ ~ I ~ ; ; ; t
a \ ~ b l1 1 r ~ I I i I + i I I I I ~ ~ ~ MEASURES SHALL BE INSTALLED AND MAINTAINED UNTIL I ' ~ II r _ 1 _ _ _
r-~d1W . ~ r I ~ + I I I 1 1 I 1 ` Q\ . \ 9 r n r
--9e4•-.W THE PROJECTS END BY RAILROAD SPUR CONTRACTOR. ~ ~ ; . ~ ~
ac~iYZ ~ t"'"` ` / / ' 1 I I f J t t I j I l I \ ` oo~o / / I ~ I I i i I I I + i \ I W ` ~ `•CONSTRUC110N AND ROU1ING OF HAUL ROAD(S) SHALL < < < i
BE CLOSELY COORDINATED WITH PROPERTY OWNER AND--°!-~, ~ ~ ~ ~ ~ ~•1 I I ~
WITH BUILDING SITE GRADING & UTILITIES CONTRACTORS ~ ' ! I , rl 1 ,~p0.i. ~ i I I i r l
1 \ ~ ' r ( I I ~ t I I I \ 4 IL \ ~ " 1 1 I I r s
r ~ r r t ~ i iII ? I I , , \ '9 \ \r J l 1 i + LUG-1--.._.::_---y----~--I L--~ . ~ ! J ~ i I + i I I , ! ~ LIMIT 0 p 1 I
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a \ ~ ~ ~ ~ I J j ~ i tl 1
~ \ , , ~ I;, s°,:':: J ~ I ~ 992- -r- - ~ ~ ..,r. ' I ~ 1 l 11 1 - 1 l t ~ I I ~
1 / ~ / i:., .r: O r ~ ~ , , I J.:.. w 990 I
~ ~ 1 I'" / • ~ ' ii i Iii 1~J
1 ; / r / ~ i. ~~+:;:,t,v:~,.::.. / ~ SILT FENC ~ 988- , 1 , / , i , I.I :a: < < , , 986 ~ ~ 1 r I ~ V If
1 r ~ 1 1 I ~ i ~ III
~ \ i I ~ + 9$ 0
~~~~'1 ~ ~ ~ ~ ~i i 1 I I
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\ \ / ~1 It N i I \ I / t 11 Oj~ ~ j I \ Iy ~ ~ i 4 l 1 1 I i 1 ti 1t ~
- 990 „r 1 ~ ~ ~ I 1 1
r I - : TEMPbRARY 01 SIGN DIT H r 1 _ , 1 ~ J • i i ~ tt ~ ~ ~ ~ \ I s ~ 1 I i ti
* _ / 1 III ~ / I 1 I' ~ /
\ ~ _ ~ ti^^'1 I f I / obi I ~ I i •I ~ ~ \ ~ ~ .,r i t 1 ` 1 I t ~J ~ ~ ~ ~ 1~ 1~ it
~ 1 II i I „I
,III I N r , I 1111 , t t r
0 1 R ILROAD SPUR CONTRACTOR SHALL ACCE HALL ACCESS THIS AREA TO ACQUIRE ADDITIONAL - 1 ~ 1 1
\ / / ~ \ _ ! ~ , EARTH NECESSARY FOR USE AS FILL MATE FILL MATERIAL AT RAILROAD STREAM CROSSING ~ ~ ~ 1 '
\ / / 1 t 1 I
\ \ 1 J ~ ~ , , o ~ / 2 EXCAVATION, TRANSPORTATION AND PROPI AND PROPER PLACEMENT OF EARTH FILL MATERIAL ' t~ 'l
i1 I 1 ~ : IS THE SOLE RESPONISIBILITY OF THE RAIL F THE RAILROAD SPUR CONTRACTOR. ~ ~I 11 iy ~ i I
r 0
~ ~ 3) ALL EARTH REMOVAL MUST OCCUR IN' A h :UR IIU~'A MANNER WHICH~INSU~~ES THAT ADEQUATE~`~.~, ; ~ o I` I ~ ~
\ I , / / ~ + ~ SURFACE DRAINAGE OF THIS BOl~R~W ARE )l~R~W AREA IS CONTINUOUSLY N~4WTAINED. - ~ ~ 1 ; ; I ~ IvJ
\II a / ~ , , ~ ~ ~ 1
~4 EROSION AND SEDIMENTA CONTROL MI ONTROL MEASURES FOR THE ENTIRE BORRO`GV'~IREA J ~ , i I ! it
\ SHALL BE ESTABLISHED;~AND MAINTAINED / / I , 41NTAINED BY THE RAILROAD SPUR CONTRACTOR. LIMIT OF DISTURBANCE, : i
1
~ ~ r ° / ~ ~ 5 RAILROAD SPUR C roTRACTOR MAY MAKE / ) 9 \ ~ ~ / C 0 ~ BORRO 4AY MAKE MINOR ELEVATIONS ADJUSTMENTS ~ TEMPQRARY DIVERSION DITCH ° ~ j \ i t i
UNIFORMLY A R ,5 W AREA TO 08 SEA TO 08TAIN SATISFACTORY CUT/FILL BALANCE. a`~'-'1-. (SEE TYPICAL DETAIL) ~ t ;1
~ / i /
/ ~ `I ~ , \ ~ 6 RAILROAD SPUE~ CONTRACTOR SHALL ) EST ~ ~ i ~ I iHALL ESTABLISH PERMANENT GRASSING OVER ALL ~ ly ~ \0 `I,
` o t,~ ° ~ ~ DISTURBED EAS, INCLUDING ACCESS R0. ACESS ROADS AND DITCHES, AT END OF PROJECT.~,,K`~~ ~---------~.~y~_ a ~ ~ ; ` 11
\ ` ~i / / ~ f r ! ~
l i / / , ~ I ' I
~ 'If ~ `--~jSILT FENCE I 1' ~ ~ ~ 1 I '
rb / ~ r 1 ~ ~ ~ ~ t 1, I ~ f ~ 1 r t.
i+l \ \ ~ l f r ~ , \ 1 1 ' J
~ \ j ~ !
IJ f, ~ I I /~.-..l I
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/ ~ ~ r I r SEDIMEI F- SEDIMENT TRAP .#7 li ~
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r / ~ - SEDIMENT TRAP j
i r \ I N ry I ~ ~ ~ l
I I ' I \ - 1 I >~o ~ ` ~ g I I
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~ i r ~ J ~ I r cn~,; I ~ TEMPORARY DIVERSION DITCH ,~~n ~ r:~ ~
~ I i
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i } I It I t
. , LIMIT OF DISTURBANCE + t ~ , ~ , + t ~ ,,y/-~^
~ I ~ \ a I ' ~ , i 984 ,y y V \ ~yy~~ ~ ~l~,ry R,
~ i ( 986 , , r • ' ~ 988 1 + \ ~ ~ ..,.81~` E tN~ , III
~ • . 99 , ~ +ra ~ I' {Mj
` ' O ~ , 1 ~ 4 ~ ALSO REFER TO OVERALL ~ ` Na , LIMIT OF DISTURBANCE ~
\ y SilE PLAN, SHEET C2 , r~ r i % F~
~ h. ! Q ~ 100 w ~"~'w_anr.>Fargrvr9vnrYn \ _ _ mn ~ ,mn r~~ ,
r r r 'c rr r .~v r 1 1 \ / / lA.f .M ......II)Il~e#r~e ' MUM- Ww m.sia FLS.s
ry"74~OOpp~
J ~ p~u rp r~' ~yd era °n .ee
231 16th AVENUE, NE RELEASED FM DATE to INDUST
HICKORY, NC 28601 APPROVALS w ,•"b Mw 1:40 DRAWN BY PROJECT DATE WK INDUSTRIAL RAILROAD SPUR C7
OCT08ER 2005 [phone] FOR THE EARTH FILL MATERIALS BORROW AREA
ED BY PROJECT NUMBER BI 1NG AE4 y s*A. .
kFnLE T MANAGER DRAWING SCALE p DlCwmQ'-%ON w Office Locations:' 'a °eo 40220.00.HI q+ SMA6~ CIT REV. NO. DESCRIPTION DATE ME communitr 100stmetum con sultants North Carolina Georgic CONSTRUCTION aoa CITY OF CLAREMONT ~ 8
ObO1 South Carolina Floridc RECD DING. CLAREMONT, NC

m a r ~YZ t i ~ ~
_ ~ ~ =970 3° 9701 , . ~ '
' I a t F 1
r ` ! ~ `RAILROAD STREAM CROSSING CROSS-•SECTION ~ , z~~ i
$z} 9601 (LOOKING NORiH) i APPRAlUMA1E HORIZONTAL SCALE: i~ = 64 ~ .960 TRACK ,...,.,,..........,_.j -APPROIOMATE VERTICAL SCALE: 1 = 18.. , ..,........,.,....,.u....
W I.. a t 1 { t
t1, 4 ' i i I o_~ i { ~ TURNOUT DATA 11i'
N~F S 5 ~ - ~ >>b 950i .........................,.......,,,?...,,.....,.........:L...,,..~ ;950
REFERENCE NORFOLK-SOUTHERN RAILWAY COMPANY'S NO. 10 TURNOUT PLAN #2-7 AND FROG PLAN #4-i4
z° ~ TOP RAIL 94$.45 ; o 0 0 0 i ~ ~ J~/~ 0 ~ ~ ..u..~.~... S 44.20 ' FOR DETAILED INFORMATION AND MATERIALS REQUIRED
y OFD 1 f ~ ~ ~ ~ Q 0 ~ Q q~~ 940; i ~ ;940 31.25'
o . _ FROG NUMBER:. ZQ
&ZO,~ 4 T OF WRAPPED-FACE WA t d~W j s u' Q 211. ; POINT OF SWITCH TO 1/2" POINT OF FROG:Z~,,,,,-9"
D ~V ~ ! DEGREE OF CURVE, CL CLOSURE RAILS: Z'
~OW ~ ; ~ 930 ~ • ,,........r.., W ~ . . , ,..,.M..,.... FROG ANGLE: 5'43'29" PS PI
w?~ ~ ~ ' 3;1 SLOPE 0 :1 SLOPE 6 SWITCH LENGTH: 1s,_s"
~ A G NT ~a~, I ~ ' SWITCH ANGLE: 1.44'11" "
a wm 920`; 1 i X920 HEEL SPREAD: 5 43 29
o ° ..o. ~ POINT OF SWITCH TO LAST 16' TIMBER: ~ SWITCH STAND
I Wa~~ OUTSIDE INSIDE U~JB S~rlat.'~ .~O W ' ~ z ~o II ~ a~ ~ RAIL _ TRACK RAIL EQUIPPED WITH
I ~ a v. t91 • 910: ~ t BOW HANDLED 79.75' THROWING LEVER
z S ~ • mw ' } i END OF LONG TIES
~sm ~ TO ~,„Cp ~ E~IDW 1 FlLL VOIDS BEHIND HEADWALL t (HORizONTAL AND
wo°a 1 ELEV 904.5 ~2~ EA ~ APPROX WITH CRUSHER-RUN STONE-"'-" aa~ , ~~.,.,.Y~~,84 ~ 203 FT LG
3 :900 ANNtJ FAC AID - R ,Z I ~ . CMP ®1.925 6R ...:~„,'.:~,1.x~ 'fDP~MOF'eGNC~IT~"lE °Di~All; o . a x cif ADEsN N0.10 Tl~RNOUT ~TIg~GiN~H~R S
• p z NOR • CULVERT 1 . c . ELEV 898.0 t 30.E s , c ~ a ~ v pESIGN SCHEMATIC
c° ?""'°INV'1. - 892:8 ~ ~ ~ , ~ r ~c~q ; ~ ~r .s ? ? ~ , a.~ ' NORTH CU VERT
t-~dfw 890: t ..r...,.. ~a;~n~ 3 ` ,f":.• X890 , , INV OUT.,, „889.00..., t < ~bz~ l...,......._SOU ~.GULVERT. ~r~~~~%`~`s~ ~ 'i~~^J~~,.: s c Id FyN G 7 CENTERLINE OF TRACK REPRESENTED DO NOT SCALE
~N6 t INV I = 891.89 ~r„r,~r ~5~'KUr''f""'~'~``h'.~~' ~~~i~~`~' ''~~~}x'xi rf - {"y,~ tLS. ~xv~. la. kkn..":r°.y.Y~ t, 4'ni ~-.r~.,~.Y. ~~Y ~;<,st.~r;~, z=a~~~:,.;;s, ~ SOUTH CU VERT „~,,;,~?NVERTS AT RAILROAD N,n
°u°n'ct~ S EA B 0 ; ~;r~;r~r~"+'~j~s NORTH CULVERT = 890.10.J`n-~~~'x~~r~4''.,>,;.`' "`r~S INV OUT 888.00 ~ i 1 jLry ~"~'.}C~ _ .iti~: ~rrr r~ad4~:i~~;.~YK ~ykf I
' SOUTH CULVERT - 889.10 r ~ >r ' • Sao: ~ ~ ~r~~z~ r ~;,r~ ~ ;880 ....................r....,........,.r.~,,.......,,,.:., • v..,... ~~~'".tx~ J.~ 1 F00 BELOW 1.•.:,....,._..:...::,•.f:.rh~ ,>~w1~ r.,~,ti~,., :STREA -BEp
-2+00 -1+00 0+00 ~ °~`~,~r 1+00 - • CURVE 6 AND OVER
23'-9" N =SPIKE ( )
ADDED SIDE CLEARANCES REQUIRED FOR
. - GEI~~R NOTES SPIKi~G: STRAIGHT TRACK AT END OF CURVE OVERHEAD STRUCTURES (BRIDGES, WALWAYS, PIPE LINES, ETC.)
THE SPIKING PATTERN SHOWN APPLIES TO TRACKS CONST TACKS CONSTRUCTED -EXCEPT THAT FOR OVERHEAD WIRE AND CABLE CROSSINGS,
FOR MAIN LINE BRANCHES AND PASSING SlDINGS• ALSO t INGS; ALSO OTHER DISTANCE FROM ADJACENT INCREASE IN SIDE THE MINIMUM SHALL BE AS FOLLOWS: ~ " OBSTRUCTION TO NEAR CLEARANCE PER CABLES AND COMMUNICAT}ON WIRES 27 -0
~ ~ ~ y ~ y ~ y y TRACKS WHERE THE SPEED IS IN EXCESS OF 25 MILES PE 25 MILES PER HOUR. END OF CURVED TRACK DEGREE OF CURVATURE ELECTRIC LINES UP TO 750 VOLTS 30'-0"
THE SPIKING PATTERN ON CURVES SHALL BE UNIFORM TH UNIFORM THROUGHOUT ELECTRIC LINES 750 TO 15,000 VOLTS 31'-0"
J' SOD G CURVE I C UDING SPIRA THE TOTAL LEN TH OF N L LS IRALS. 0 - 22 FT 1-1/2 INCHES ELECTRIC LINES 15,000 TO 50,000 VOLTS --33'-0"
r~ ~,n ry ray r-i r-I r-I r-I I I I I i t I I I I I I I 11 g'_g" ALL TRACKS WITH TIMBER TIES ARE TO HAVE THE RAILS
_I_LJ...1._L1_I_L_~~_L ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ AT LEAST ONE RAIL-HOLDING SPIKE ON THE GAGE SIDE p THE RAILS SPIKED WITH 23 - 45 FT 1 INCH THE ABOVE MINIMUM CLEARANCES SHALL BE INCREASED AS GAGE SIDE AND ONE 46 - 68 FT 1/2 INCH OUTLINED IN THE NATIONAL ELECTRIC SAFETY CODE WHEN
-r -r _ r T =1=1-'f -T' T =t=r -r -r - r RAIL-HOLDING SPIKE ON THE F1ELD SIDE. 69 - 90 FT 1~4 INCH WARRANTED DUE TO CONDITIONS OF SPAN LENGTH, VOLTAGE,
~ •v I II II II II II II II Ii AND METHODS OF SUPPORTING CONDUCTORS.
I I I I I I I I I I I I I 1 1 I I • STANDARD TRACK SPIKES ARE 5/8 X 6 CUT SPIKE, PEF T SPIKE, PER A.R.E.A.
SOD ~ I I I I I I I_ I I I I_ I I I_, I,_ I i _ _ S SOFTCUT STEEL SPI 244 SPIKES 13 -6 4 -0 SPECIFiCAl10N FOR KE, F I I I I I I I I I I I I I I I >.44 SPIKES PER 200# KEG. 6'-0" MINIMUM
y `y I I I I I I I I I I I I I I I I I
WHERE SPECIFIED IN TURNOUTS, TRACK SPIKES ARE T4 BI I I I I I i t I I I I I I I i I I i t :S ARE T4 BE 7/8" X 7"
1 ~ _ L L _t- L ..1 L _ L L -t. L ~ _.t L ,O r GALVANIZED DRIVE SCREW SPIKE, PER A.R.E.A. SPECiFlCAI 1. SPECiFlCATIONS, 150 9'-0" MINIMUM 9'-0" MINIMUM
- SPIKES PER 200 KEG. DRILL 1/2"~ PILOT HOLE. r~-r ~ ~ I r -r -I r T• i -r -r T- IDLE. (TANGENT TRACK) (TANGENT TRACK)
1I I I I I I I I I I I I I I J L J L J L J L L J L J L J OTHER RAIL AND/OR PLATE HOLDING DEVICES MAY BE US i MAY BE USED WHEN ~ ~
~ ~ ~ AUTHORIZED BY AVP MAINTENANCE. to 5'-0"
SOD ~ ~ y y ~ ~ y I ~ vi - RETRACTABLE DEVICES SUCH AS CHUTES,
WHEN ANY RE-SPIKING IS PERFORMED, OLD SPIKE HOLES rPIKE HOLES MUST BE ~ ¢ ~ CANOPIES, GANGWAYS AND SPQUTS WILL
PLUGGED WITH WOOD. 1 f ~ZCi „ ~ BE PERMITTED (WITH A 17'-6" MINIMUM
SPIKES MAY BE DRIVEN WITH A STANDARD SPIKE MAUL 0 o ~ W A A.R. PLATE C \ OVERHEAD CLEARANCE), PROVIDED THE 'IKE MAUL OR WITH A ~ ~ ~ . ~ EQUIPMENT DIAGRAM I APPLICANT AGREES TO RETRACT THE
TOP VIEW 1 MACHINE. SPIKES MUST BE STARTED AND DRIVEN VERTICA VEN VERTICALLY AND I z w ~ I ADOPTED 1963 AND I DEVICE(S) AND LOCK THEM IN PLACE
' TO THE 3 -10 3/4 SQUARE TIE, TO PROVIDE FULL BEARING AT BASE NG AT BASE OF RAIL. w = ~ REVISED i 968 ~ WHEN TRACK IS IN USE; ANO TO FULLY
RAIL-HOLDING SPIKES AT EPOXY-INSULATED JOINTS MUST JOINTS MUST BE 23' UM ~ ~ a ~ I I L,, INDEMNIFY RAILWAY COMPANY AGAINST ALL I , DAMAGES CAUSED BY OR TO THE DEVICE.
TOP OF RAIL TOP OF REVERSED, SO THAT THE TOE OF SPIKE WILL NOT CONTAt NOT CONTACT JOINT MINIM 20'_0" a ~ ~ I z Y ~
" ~ ~ 4, ~ SUg-BALLAST BAR. IF SPIKE IS UNDER THE BOLT, THE TIE MUST BE RE: 3 -0 ~I~UST BE RESPACED. MINIMUM ~ z z~°w I ~~a I " _
" SOD 4 -9 ~ ~ ~ ADDITIONAL SPIKES MAY BE USED WHERE NECESSARY TO owe I 117-6 :ESSARY TO MAINTAIN i ~ a o I z MINIMUM
__-_-f'-Y---14-_'_y,___-- ~1~ PROPER GAGE. ~~3~ I ~~o I
..1 L..J l_J L_2 L~J ~~J ~~J L~J 4.J I.~J W
(~o . I r I N I
~ ~ a I EQUIPMENT DIAGRAM SHOWN IS I
' TRA K SPIKING PA N I T (o ? ~ I FOR RAILCAR EQUIPMENT IN I
4 9 1-9 ~ w I GENERAL USE ONLY. SIDINGS I PLATFORM PLATFORMS OR LOADING DOCKS
TOP OF m o IANTiCIPATED TO HANDLE SPECIAL ~ SHALL BE CONSTRUCTED SO AS ~..a i CARS OR OVERSIZED LOADS ~ ~ I TO PERMIT A MAN TO STAND OR
SUB-GRADE ( `NEED TO BE GIVEN SPECIAL ~ 4-0 WALK THEREON.
,ATTEN1i0N BY THE ENGINEER./ MAXlM4JM
SIDE VIEW
• BO -HANDLED 0 G L VER I TOP O>_RAfL / } TOP OF RAIL #7 SLIDING DERAIL _ r
a MODEL "HB" SIZE #7 SLIDING R 5 A & 51 S CH STANDS " WITH OPERATING STAND (HAY STAND HAYES, OR ~ _
SCALE: i/4 =1-0 G&B SP S INC. OR N-S RR APPROVED E UAL N-S RR APPROVED EQUAL . I ECIALIIE , Q ) } EO EQUAL}. DERAIL
N ~ DO NOT SCALE DEVICES ARE REQUIRED AT BI ~UIRED AT BOTH THE
UNLOADING AREA & THE SETt & THE SETOVER AREA. T-6" MINIMUM
~ REFER TO PLANS FOR EXACT FOR EXACT LOCATIONS.
' BLACK RED BACKGROUND WHITE LE?TERS Z o: (PLATFORMS OR LOADING DOCKS ONLY)
° °o(.,~ ° °
1~" q ° r 0 ° G~NERA~ NOTES -CLEARANCES:
t
TO FlELD TO FlELD 1 CLEARANCES APPLY BOTH TO STUB-END TRACK AND TO TRACK CONNECTED AT BOTH ENDS. 2 CLEARANCES APPLY BOTH TO OUTSIDE AND INSIDE OF BUILDINGS.
N ® " ~ 3 SIGNAGE NOTES. q q ~ ° ° 3 DOORWAY FOR TRACK ENTERING BUILDING MUST NAVE 8'-0" MINIMUM SIDE CLEARANCE AND
ALL LETTERS TO BE SERIES "C' IN ACCORDANCE WITH CURRENT o ° ° p 22'-0" MINIMUM OVERHEAD CLEARANCE.
US DOT-FliWA STANDARDS. ° ° a 12 -6" 4 SIGN MUST. BE PLACED ON EACH SIDE OF DOORWAY TO WARN OF CLOSE SIDE CLEARANCE.
• 1 0 A ACK T MIN TR , SIGNS. O.OSO' ALUMINUM, ALL NOLES SHALL 8E 3/8 0 UNLE~ TIMBER 5~ INDUSTRY TRACK MUST BE NO LESS THAN 15`-0" CENTER TO CENTER WITH MAIN AND
" NOTED OTHERWISE. 12 TIES RUNNING TRACK OF RAILWAY COMPANY. MINIMUM DISTANCE, CENTER TO CENTER, FOR ALL
q q 0 q o ° WHITE 2 " FAGNG: ENgNEER-GRADE REFLECTIVE SHEETING, COLORS AS SHOWN. ° ° i ° ° ° OTHER TRACKS SHALL BE 14'-0". ° 8 ALL SIDE CLEARANCES MUST BE INCREASED 1-1/2" FOR EACH DEGREE OF CURVATURE.
BACK- 7~ WHERE THE TRACK IS CURVED WITHIN 90 FEET OF AN ADJACENT OBSTRUCTION, THE SIDE
GROUND " LEi'IERS: SIZE AND STYLE AS N01ED. CLEARANCES SHALL BE INCREASED AS PER TABLE AT UPPER LEFT OF THIS DETAIL.
i POSTS: STANDARD SIGN POST, PER N-S RR PLAN 6-20. 8} FOR ANY STRUCTURE{S} CROSSING OR PROJECTING OVER TRACK, INDUSTRY MUST SUBMIT
° ° o q ° AD, ADJUSTABLE CONNECTING ROD PLANS BEARING THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER TO THE DIVISION '-2" CENTER TO CENTER OF SUPERINTENDENT FOR FORWARDING TO THE CHIEF ENGINEER OF BRIDGES AND STRUCTURES
2~" LOCATION: SIGNS SHALL BE PLAt~D AT A RIGNT ANGLE TO 1RACK, q q Z q q AND A MINIMUM 1z'-o' FROM CENTFRUNE OF THE HOI HOLES FOR 7/8"~ PINS) FOR APPROVAL,
TRACK THAT HAS SUB-STANDARD CLEARANCE. O 9} WHERE PUBLIC LAW OR REGULAI1QN REQUIRE CLEARANCE MORE RESTRICTIVE
WHERE SUB-STANDARD TRAt~C t~.EARAN~ E%IS15 ON A TRACK THAN RAILWAY COMPANY STANDARD, SUCH LAWS ANO REGULATIONS SHALL
" CONNECTID AT BOTH ENDS, SIgVS SHALL ~ PLACID ON BOTH GOVERN. THE STATE OF NORTH CAROLINA NAS NO CURRENT REGULATIONS.
SIDES OF STRUCTURE AT OR NEAR THE CLEARANCE POINT OF 1" 8" BLACK 1" TURNOUT NEAREST 1HE STRUCTURE. IF 1HERE IS NO ROOIII FOR
LETTERS POST, SK;IrI SHALL BE MOUNIID ON THE STRUCTURE. SIGNS ARE
' TO BE USED ON INDUSTRY LEAD TRI~(S ONLY AS DIRECTED BY L G D 18" 1HE N-S IOi DIV1S1~1 SUPERINTENDENT.
SIZE OF DERAIL INDICATES VERTICAL DISTANCE IN INS iTANCE IN INCHES CL ARANCES FOR TRACK ,LOCATED ON INDUSTRY PRONERTY
FROM BOTTOM OF THE DERAIL TO TOP OF RUNNING 7F RUNNING RAIL DO NOT SCALE
DO NOT SCALE
g1/101111@1j~0
(SCREENED LETTERS ON INDICATED COLOR BACKGROUND) .ai0.. V r R . d4..
a 0 ww'
` Y ~gj
PROJECT MANAGER DRAWING SCALE ° SEAL i RELEASED FOR DATE ~ 1:1 231 16th AVENUE, t~E w p , 02M INDUST
DRAWN BY PROJECT DAWE HICKORY, NC 28601 APPROVALS INDUSTRIAL RAILROAD SPUR 718
19E8D OCTOBER 2005 WK [phone] °1N°° `y FOR THE TRACK CONSTRUCTION DETAILS
APPROVED 8Y PROJECT NUMBER BIDDING 3 40220.00.HI DICKS"ON Office Locations CIT CITY OF CLAREMONT CLAREMONT, NC
REV. N0. DESCRIPTION DATE fa NAME cOmmunftY infrastructure consultants North Carolina Georgia CONSTRUCTION i + /
REVISIONS 40220W01 South Carolina Florida RECORD DWG.

ttY~r N Q LENGTH = 100' MINIMUM
~Y TEMPORARY SILT A
. bra DIVERSION DITCH
~b OR PERMANENT STEEL POS ~a ~'b ,DITCH-SEE PLANS -STEEL POST PUBLIC 6" MIN. THICKNESS STREET
WEIR LENGTH N.C.D.O.T. CLASS B tMRE FABR ~o~ ; r- tMRE FABRIC
W~8 SEE PLANS EROSON CONTROL FlLTER FAE ~Zx N ~ STO TYPICAL FlLTER FABRIC
~ N~ a ~ , S~ppE
~ o - . 2 i ~ z ~ ~ ~~;,II
°r~ m ~ pit _ ~~-''III EXISTING EXISTING FlL?ER FABRIC
°8 ~ ~ / ~ 0 Z~° i i' ~ ~ m ~ ~ I i- GROUND GROUND UNDER STONE
;~N ~ ~I ~ ~ LINE
oaf ~ -
&za LENGTH COMPACTED / / / MAX. SIDE ~ ~o~~ SEE PLANS EARTH . , ~ ~ .
Z p SLOPE = BERM, TYP. .~~y WIDTH 2:i, TYP.
~°8W SEE PLANS iii ,~i, i ,c / i i i ir/, i ANCI ~``~•-'-ANCHOR FABRIC
ss~W~ " as W=~ . 4 xF ° A5 SHOWN
~ELa JGV II . z
~ W \ VARIABLE A5 DIRECTED SY THE a~~m UNDISTURBED / / / rTED_~____~_SY 1WE_ ENGINEER i0' MAX. ~ ~ PUBLIC
oao F1LT'ER FABRIC, SEDIMENT TRAP DISCHARGE CHANNEL TOP AND ~y8 GROUND LJNE DEPTH VARIES -MINIMUM = 12 o•• STREET
W TYPICAL BOTTOM STAY WIRES ANC ANCHOR. WIRE FABRIC ~ ~
Z~~S MAXIMUM SIDE SLOPE = 1:1 BELOW STRAND 12" SPA6ING t0 _o~o CLASS B STONE " SPILLWAY WEiR Sr 2:1 BEYOND I t0 POST WITH MIN. 4 FENCING STAPLES PER POST
SPILLWAY APRON 4 0 MIN, M N. 10 MIN, 14 GA. FENi $o ~ GA,, TYP.
Z W ~ M iF~:, w~a
Y as SECURELY
ANCHOR
X°G3~ ~F?~ •Q FABRIC TO WIRE WITH ~ ('ES:
•o :o WEIR DIMENSION SCHEDULE 1. THIS TENT TRId' IS TO BE USED WiTH DRAINAGE AREAS ur 2~ ~8Q EX~?ING z ~ WIRE 11ES
tl4l ~ ~~~w DRAINAGE AREA MINIMUM WEIR 1. A STABILIZED PAD OF WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE
a (ACRES) LENGTH (FT.) 2• RE Safi 1RAP ~,UME = 1800 CUBiC FEET PER ~ ENTERING OR LEAVING A CONSTRUCTION SITE ONTO OR FROM A PUBLIC STREET.
a'"a 1 4.0 DISTURBED At~iE. 8d~~ COMPACTED STONE OUTLET 2 6.0 3. TRAP DACE AitEA RT CREST OF SPILLWAY S4. Ft. = / / /.?,c
EARTH BERM SPILLWAY !~/r~ ~ / 2. WASHED STONE TO BE 2" TO 3" IN SIZE, AND PLACED ON FlLTER FABRIC.
3 8.0 (25 x TRAP VOLUME) I TRAP DESIGN DEPTH FT•). MAX. DIRE FILTiit FABRIC TO R FABRIC 1`0 BE POLYPROPYLENE
FABRIC MESH NYLON, POLYESTEI STONE S'F Y 4 10,0 4. ~ ~T TRAP LENGTH (FT.) 2 x TRAP WlDTW ILLWA A OPENING SIZE YARN OF MANUFA 7N, POLYESTER QR POLYETHYLENE .I ~p 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING y OF MANUFACTURER TO BE ~ Na OR (LOWING ~ SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
APRON 5 12.0 1RAP IJ~GTH dt WIDTii MEAS~IIRED AT CREST OF SPILLWAY. APPR Y ENI = 36 SQ. !N. OVED B PLJtN VIEW ROVED BY ENGINEER. REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND
5. ~1 TRAR WIDTH (FT.) = TRAP SURFACE AREA 12 t REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
SILT DIVERSION DITCH W Y SURFACE AREA CAEOtY CLASS B C~DNSTRtiiCT TRAP OUTLET SPIiJ. A 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR 'TRACKED ONTO PUBLIC STREETS MUST
OR PERMANENT REQUIRED - STONE WP SIDES 6 WITH N,6.D,O.T. CLASS B EROSION MAINTAIN ALL SILT FENCING BY REMOVING AND BE REMOVED IMMEDIATELY.
DITCH -SEE PLANS SEE PLANS Oi• ~IILWAY COIV1R01. STONE 1• TNE~ CONTRACTOi~ SHAH MAINTAIN AL DISPOSING OF SILT ACCUMULATIONS A IMULA110NS AS DIRECTED BY THE ENgNEFJt. 5. WHEN NECESSARY, WHEELS MUST 8E CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING
TOP ~ EARTH BERM ELEV. -SEE PLANS EXTEND STONE APRON FlLTER FABRIC SHALL BE REPLACED iN REPLACED WHEN IT HAS DEIERIORAIED TO SUCH A PUBLIC STREET. WHEN WASHING IS REQUIRED, !T SHALL BE DONE ON AN AREA
UP DISCHARGE CHANNEL EXTENT THAT IT REDUt3:.S THE EFFECT SEDIMENT TRAP DESIGN ' SIDE SLOPES S THE EFFECTIVENESS OF THE SILT FENCE. STABILIZED WITH WASHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
n f10W DEPTH -SEE PLANS FII.TrrR FABRIC SHALL HAVE A MINIMUI 2 _'_`•._,__-fir.. 1VE A MINIMUM TENSELE STRENGTH (e~ 2O~ MAX. 6. FlLTER FABRIC SHALL BE MIRAFl 500 OR EQUAL.
N 2 ' CLASS 8 STONE APRON ELONGA'iION) OF 30ibs/UN. IN., WiRE JN. IN., WIRE FABRIC REQUIRED.
\ ~~a \ r~ p ~ MIN. THICK. = 1.5 MAX• . ~ ~ ° 1 ~ 3. IF EXTRA STR~IGTH FABRIC IS UTILJZE IRIC IS UTILIZED (MIN. (ENSILE STRENGTH =
\r\\i. • . STONE DIAMETER / 5O ibs/IJN. IN. ~ MAX. 2096 ELONGATt z0~s ~ATION~, WERE FABRIC !S OPtIONAL, STABILIZED ,CON„STRUCII,ON ENTRANCE
MAXIMUM POST SPAtXNG = 6 FEET.
2:1 EXCAVATED SIDE / / 4. POSTS SHALL BE 1.33 Ib/LF STEEL, M ~/LF STEEL, MINIMUM, UNLESS OTHERWISE NOT TO SCALE
SLOPE, MAXIMUM ~ ~ a a . ~ ~ a a~ . ~ r APPROVED BY ENgNEER.
SEE PLANS FOR SEDIMENT TRAP BOTTOM ELEV. N•C•D•O.T. N0. 57 " / ~ / qR`~ SI_L.T _FENCE
STORAGE VOLUME RE D. ~ ~ ~ \ Q FlLTER FA~IC, , NoT To scn~ SEE PLANS WASHED STONE ON NOT TO SCALE
UPSTREAM FACE TYPICAL COMPACTED BERM
MIN. 12" THICK EXiS1iNG GROUND FILL SLOPE SEED & MULCH 2'_O"
MAX. SEDIMENT COLLECTION LINE LEVEL-CLEAN TRAP WHEN VARIES WITH VARIES WITH DEPTH OF TRAP 10'-0" MIN. AFTER CONSTRUCT1pN MIN.
THIS LEVEL IS REACHED
TRAP VOLUME LE~IG I ~ 1
aN a-a _ FLOW 12" MIN. 2
0 . Y
NOT TO SCALE
STORM STORM DRAIN PIPE AIpRONP ~ \~i~//\~/~~/,'~ S-0 TYP.
t ~ SEED & MULCH CHANNEL
9 P 19 ?RAP 1 DESCRIPTION TRAP AP AP AP ~4 P ~5 AP ~6 TRAP TRAP ~81RAP ~ TRA ~yL~ AFTER DIGGING DITCH NATURAL GROUND LINE
R 1 4.98 2.10 0.48 OJ4 0,39 p$ DRAINAGE AREA ACRES) 0.31 1.81 1.45 1.39 1.88 24 SLOPE = Q~ TAILWATER
3 1.88 2.41 4.89 2.14 0.48 0.72 0,18 Seeding Mixture DISTURBED AREA ACRES 0.31 1.75 1. 8 1,11
S eciss Rate Ib acre DESIGN FLOW CU FT SEC 0.71 4.12 3.30 3.16 4.28 5.48 11.53 4.78. 1.09 1.68 0.89 P ~ / ) _--°-W.~-.. TEMPORAR_Y SILT DI~I~`RSION DITCH
200 4-5 lb 1000 VOLUME REQUIRED CU. FT. 558 3150 244$ 1998 3384 4338 8802 3780' 864 1298 324 STORM 31 fescue. ( / sq ft) r ~ ` ' - ~ NOT TO ~ SCALE STORM DRAIN PIPE - - ' ~ ' -
' TRAPPING EFFTUENCY (SQ FT 504 1742 1352 1352 1792 2178 5292 2178 520 882 450 Nurse plants
Between Ma 1 and Au . i5, add 10 ib acre German millet or 15 Ib acre TRAP LENGTH (FT) ,42 67 52 52 64 66 98 66 40 49 30 Y 9 / r
Sudongross. Prior to May t or after Aug. 15, add 4O Ib/acre rye grain). TRAP WIDTH ( 12 26 26 26 2$ 33 54 33 13 AVG 18 AVG 15
• TRAP DESIGN DEPTH 1 2 2 2 2 2 2 2 2 1 1 FlLTER Seeding dates 7oox of FlLTER FABRIC, MIRAFl ~-N.C.D.O.T. CLASS I , 700x OR EQUAL RiPRAP, MINIMUM EROSION C~NTRO~ - SEQUENG,~ 0_F_ CQNSTRUC110N NOTES
Best: Au . 25 -Oct. TOP OF BERM ELEVA110N 922.5 939.5 9OL0 901A 949.5 978,0 980.0 978.0 897.0 894.5 982.0 9 ,~FC,Z10,1~,. 18" THICK, TYPICAL 1, SCHEDULE A PRECONSIRUCTION CONFERENCE ON-SITE WITH THE EROSION CONTROL
Possible: F~. - t. 15 TRAP BOTTOM ELEVATION 920,0 936.0 897.5 897.5 946.0 974.5 978.5 974.5 893.5 8920 959.5 AP
WEIR CREST ELEVATION 921.0 938.0 899,5 899,5 948.0 976.5 978.5 976.5 895,5 893.0 960,5 RIP-RAP SCHEQULE INSPECTOR FROM THE MOORE5VILLE REGIONAL OFFICE OF THE NORTH CAROLINA
r Avokl seeding from Nov to Jan. If seeding must be date at this time, add 40 Ib/acre rye groin and use a channel lining that off~•s'm~admum protection. SPILLWAY WEIR LENGTH FT 4 6 6 6 6 8 12 8 4 4 4 plpE PIPE DIA. (IN.) LENGTH (FT.) WIDTH (FT.) DEPARTMENT OF ENVIRONMENT AND NATURA. RESOURCES (NCDENR, 704-663-1699}, AND WITH THE ENGINEER'S REPRESENTAT1VE (WK DICKSON CO., 828-327-fi911).
Soil amendments 18 10 12
'@`- A I lime and fertilizer accordtn to sod testa, or a 4,000 !b acre aund PP Y 9 PPiY , : , I 4r S ~ LE 42 25 28 2 FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES NOTED TO REMAIN.
SEDI T 0 agricultural limestone and i,00O Ib/acre 10-10-10 fertilizex`• Operate tillage
equ~ment across the waterway. 84 29 36 3. BED AND INSTALL THE TWIN 84"~ CMP CULVERTS IN THE STREAM BED, AFTER FIRST CONSTRUCTING THE UPSTREAM TYPE 'A' ROCK PIPE INLET SEDIMENT TRAP AND THE
ch Mul
Use ate, exceisi~ matting, or other effective channel lining material to corer _RIP-RAP APRON_ REGARDNGACLEARNG,ILSUBGRADE PREPARATION~SITE DRAINAGE,DDEWATER~NGRAND
the bottom of channels and ditches, and sta le securely. ' T#ie; lining could r., extend above the highest calculated depth o flow. On charm ode Mopes NOT TO SCAtf OTHER CONSTRUC110N REQUIREMENTS SPECIFIC TO THIS PROJECT.
abate this height, and in drainages not r~uiring temper ~ : ~ I~t gs, ply 4. ANY EXCAVATION DEWATERING SHALL BE ROUTED THROUGH A FlLTRING DEVICE;
4000 Ib/acre grain straw and anc~ar straw by stapling n ing over a top. Seedln Mlxture 9 LE., SEDIMENTA110N TRAP OR F1LTER BAG.
Species Rate (ib/acre) Mulch and anchoring materials must not be allowed to gash ,downsiope where 5. BEFORE BEGINNING RAILBED CONSTRUCTION, INSTALL EROSION CONTROL MEASURES
they can clog drainage devices. ` Rye (grain) 120 SHOWN ON THE PLANS ALONG WITH ANY REQUESTED BY THE NCDENR INSPECTOR
Maintenance Annual lespedeza {Kobe in Piedmont 50 RESULTING FROM THE PRECONSTRUC110N MEE1iNG. CLEAR ONLY THOSE AREAS
Inspect and repair mulch frequently. Refertilize in late winter cf the following and Coastal Plain, Korean in Mountains)
year, use sail tests or apply 150 Ib/acre 10-10-10 f~t8izer. Mow r~ularly EXfS11NG DITCH NEEDED TO ALLOW INSTALLATION OF THE EROSION CONTROL DEVICES.
to a height of 2-4 inches. Omit annual lespedeza when duration of temporary cover is not to extend . beyond June. (WIDTH VARIES) 6. EROSION CONTROL DETAILS ARE SHOWN ON 'THE DRAWINGS AND STRUCTURE LOCAl10NS ARE DEFfNED IN THE PLAN VIEWS. ADDITIONAL TEMPORARY DITCHES AND
\ i /i~ SWALES MAY BE NEEDED TO CONTROL RUNOFF AS GRADING ALTERS DRAINAGE PATTERNS.
Maintenance Notes:
Seeding dates VEGATATIVE GROUND COVER SHALL BE ESTABLISHED ON EXPOSED I ~ j m \ .,d, 7. ADJUST AND MAINTAIN ALL TEMPORARY MEASURES SUCH AS SLOPE DRAINS; SILT / , ' n FENCING AND ROCK SEDIMENT DAMS AS GRADING OPERATIONS PROGRESS.
All erosion and sediment control devices shall be cfiecked for stabUit and Mountains -Above 2500 ft: Fee. 15-May 15 SLOPES WIT1iIN 30 WORKING DAYS FOLLOWING Ti1E COMPLETION OF Y - IF b , ~ ~
o eration followin eve runoff roducin rainfall but in no case less than once Below 2500 ft. Feb. 1 May 1 ANY PHASE OF GRADING. PERMANENT GROUND COVER FAR ALL P 9 rY P 9 Piedm~t -Jan. 1-Ma 1
er week. y DISTURBED AREAS SHALL BE ESTABLISHED WITHIN 30 WORKING DAYS P Coastal Plain - Deal Apr. 15 AYE \ 8. CONSTRUCT PERMANENT STORM DRAINAGE SYSTEMS BEFORE FINAL COMPACTION OF RAILROAD BED SUBGRADE BEGINS. INSTALL INLET/OUTLET PROTECTION AS pETAILED. !'E ELE'tlA1101iL 9. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN
OR 120 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING THE Any needed repairs wNl be made immediately to maintain ell practices as COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
designed. iii amendments N.C•D.O, N.C.D.O.T. CLASS DAYS, AND AFTER ANY STORM EVENT PRODUCING GREATER THAN 0.5 INCH OF TOTAL
Follow rec:anmendations of soft tests or apply 2,000 Ib/acre ground agriculturoi B EROS B EROSION PRECIPITATION IN ANY 24-HOUR PERIOD. REMOVE ANY SILT ACCUMULATIONS AND
Sediment will be removed for the sediment traps and inlet protection devices limestone and 750 ib/acre 10~-10-10 fertilizer. CONTRO CONTROL STONE DISPOSE OF PROPERLY.
when store a ca acit has been roximatel 5096 f81ed. 9 P Y aPP Y .N 10. RESEED AND MULCH DISTURBED AREAS AS GRADING !S COMPLETED ALONG ALL
CONSTRUCTION. ALL DISTURBED AREAS MUST BE VEGETATED OR OTHERWISE
Gravel will be deaned and laced when the sediment no Ion er droins Mulch FLOW ?wP ~P~o~ 9 FLOW STABILIZED WITHIN 15 WORKING DAYS AFTER BEING DISTURBED. UTILIZE BOTH THE
ro erl . Apply 4,000 Ib/acre straw. Anrdiar straw by tacking with asphalt, netting or a P P y mulch anchorin tool A disk with blades set near) strai ht con be used es g Y 9 r"""°'`' TEMPORARY AND THE PERMANENT SEEDING SCHEDULES SHOWN ON THE DRAWINGS. / AS A MINIMUM REQUIREMENT.
e mulch an~oring tool. Permanent groundcover must be estabii~ed within the proposed ditches and
channels. 11. NO DEVICE SHALL BE REMOVED UNTIL SITE IS ADEQUATELY STABILIZED. AFTER _SECI~ON_ COMPLETE STABILIZATION OF ALL DISTURBED AREAS AND RECEIPT OF A FINAL
Maintenance
Additional. mechanical measures will be required if vagetati;Ye cover cannot be RefertDize if growth• is not Tony adequate. Reseed, refert~ize and mulch im- TEMPORARY SILT CHECK DAM INSPECTION BY THE ENGINEER, REMOVE TEMPORARY EROSION CONTROL DEVICES FROM SITE.
GQ~A~1~'e{'1C/'~ AQ ArAAA@8/~ •wwd:w~wlu {'wllwmSww w.wwtww ws w06ws •ww.www - -~-m _ a n i ien~~ am irnT rnuoi rnn~i nQTei~ a civc i~cDG1+T1nAI ~iY N~f1~AlR R~PR~CFNTlITIilF
YYI.YY/IVIIVY 4V 'ri YIIVVYY. allwwlYi6T' TVIwWIIRj vIWIVII Vl Yum YYIIIYyQ. NOT TO SCALE vrvIr r-nvuGV 1 %0%0171 1- %OW 1nR, r% %JS 9&- n.%of &.v nvn v 4 4v- Iv, nr,
AND ADDRESS IMMEDIATELY ANY ISSUES ARISING FROM THIS INSPECTION.
_ ,,/QCOtae3icsrt~~
[MOJECT MANAGER DRAWUQC SCALE CA sp~'J RELEASED FOR DATE ,o p o.
MW 1:1 231 16th AVENUE, NE °a 51 r F I MICKORY, NC 28601 l~j v R INDUSTRIAL RAILROAD SPUR EROSION & SEDIMENTATION CONTROL C9
RAWN BY PROJECT DALE APPROVALS WES OCTOBER 2005 [phone] e f e FOR THE
BIDDING SEAL t w PPROVED BY PROJECT NUMBER DICKSOIN a • ^
Office Locations- o 42J232 40220.OO.NI CONSTRUCTION a CITY OF CLAREMONT DETAILS AND NOTES 18
REV. NO. DESCRIPTION DATE ~ NAME Calitltuniv ilf mftcwm Cf ak North Caralina Georgia ad~~ •°(~y a°1~; 400l South Carolina Florida ao tt` +°°GiNE°° RFUI.S'If~NC RECORD DWG. a4 CLAREMONT, NC

TN
Fyn
` ' ~~~a
o OVERALL DITCH WIDTH VARIES DON OUTLET END K ~ HUB EN ~ SECTIONS. SPIGOT END 6" 8" 4'-0" SQUARE 8"
Z~ ON INLET END SECTIONS. go SEED & MULCH AFTER DIGGING DITCH -STANDARD CONCRETE
w°~ ~ MANHOLE SLAB TOP 4' ~ Slpp~ COVER W/
~Z~ 8' MIN. RIP-RAP WIDTH FRAME 48" x 8" OPEN
,,~~~F• l ;FZ #4 12" THROAT EACH
a~1IjJJ 3.! SCO O.C.E.W. SIDE,. TYPICAL
zoo \ 4 /\/\;t ~o ~ X AF 1:1 SLOPE c~
o fir. ~i\~i\~i\.?~ W i\..r\ i\. i\.i X ,
o z \ ~ 2 -0 . ~ ,
zz~o r~ SLOPE (2) #4 BARS ' M,,H, STEPS _ _ - • o (3) #4 BARS
~v y,~\/\ / ®16" O.C., ~ ~I VERTICALLY IN
~1~4/ , . , .~,•A+::.•.:... FlLL SE:E ElETAIL ~ EACH CORNER :;A' ,
W- . END SECTION r ~ ~ z
a''~~ RIP-RAP CHANNEL 1MTH t~.C,D.O.T. FlLTER FABRIC, ,
L'bE> TYPICAL STEEL BACK ROD CULVERt ~ CLASS B EROSION CONTROL .STONE •CULVERt '~•°`''i INVERT IN ~ ~ .5 y •
"o~-~ MIN DEPTH = 1.5X MAX STONE DIA ~N~~ SEE PLAN ' 6"
..P..~.~. SLOPE DE-TAfL_ FOR SIZE &
z z 00 Q- I G R AE i P MATERIAL
v"~~ 3:1 SLOPE ~~8 NOT TO SCALE OF PIPING G DIA. OF G #4 BARS CONTRACTOR SHALL
~FmW C B x~om ' CULVERT 6"-8" WASHED AT 6" O.C. HAND FORM CONC.
~ga 6 STONE. BEDDING EACH WAY FLLET FROM INVERT
N O YZUJ
;FZ~ a ,~OTES• IN TO INVERT OUT
//~~.$p .Q lJQga 1. INVERT OUT SHALL BE 0.2' LOWER 11iAN INVEST IN.
4 _ = 2. CONTRACTOR SHALL THOROUGHLY COMPACT ALL FlLL MATERIAL
~Uld AROUND CATCH BASINS TO 95~ STANDARD PROCTOR.
i;o~8 FlLL SLOPE BAR OR STEEL FABRIC : ~oa~ COMPACTED BERM E m ~ 3. CONTRACTOR SMALL HAND FORM FILLET FROM INVERT IN TO
R4NFORCEM NT SEED & MULCH 2 -0 INVERT OUT TO PREVENT PONDING OF WATER.
STEEL SIDE ROD AFTER CONSTRUCTION K - MIN. E
I I- F L 4. PRECAST CATCH BASINS SHALL BE DESIGNED FOR H-20 TRAFFlC LOADINGS,
i 1= '-0" MIN. 2 -1 - Flo 1 -
W SECTION XX -III= _ - 1 L V ?ION 5. PRECAST CONCRETE CATCH BASINS SHALL BE AS
4 - ~ ~ \ ~ MANUFACTURED BY "TINDALL", "D & M CONCRETE", "MAD",
r . /i, / / ,./i,/i / /i / / 1 / % ~ ~ ~ RODS IN FLARED END SECTIONS z / ? " OR APPROVED EQUAL,
•t ~ 6 -0 PIPE REINF. f ~ \ N0. & DlM. OF RODS FABRIC END SEC11oNS DIMENSIONS. YARD INLET
- / ~ LBS• DIA. / ~ DIA• DIA. A B C E F NOT TO SCALE
" - EROSION CONTROL MATTING \ - x4 -0 S10E RODS 3.008 18 Zx8-W2.1xW1.7 12 \ \ 12 2 LNG PLAN FOR ~ ~ / NATURAL GROUND LINE ~ - 15 SEE GRAD / 5 2- x4 -0 SIDE RODS 3.008 18 2x8 WZ.ixW1. 12 4 2 -0 4 -7 8 2 -0 6 -7 8" 15 6" 2'-3 3'-10" 2'-6" 6'-1
/i " TYPES AND LOCATIONS 18 2- z4 -0 SIDE RODS 3.008 .18 -2x8-W2.1xW1.7 18 18 9 2 -3 3 -10" 3'-0" 6 -1"
24 2- x6 -0 SIDE RODS 4.512 24 -2x8-W2.9xW2.9 24 24 9 1 2 3 -7 1 2 2 -6 4 -0 6 -1 1 2"
30 2- x6 -0 SIDE RODS 8.016 30 -Zx8-W4xW2.9 30 30 1-0 4 -6 1-7 3 4 5 -0 6 -1 3 4
_ ODS 10.688 42 -2x8-W4xW2.9 36 36 2- x8 -0 SIDE R 36 1-3 5 -3 2 -10 3 4 6 -0 8 -1 3 4 DEWATERING
- NOT TO SCALE 42 36 2- x6 -0 BACK RODS 8.016. 48 42 1'-10" 5'-3" 2 -11" 6 -6 8 -2 48 2 -1 6 -0 2 -2 7 -0 8 -2 CONCRETE BLOCK
~ ~ •,9~'~ !
SIO S D CONCRE UAN' TI UAN 11 OR ENDWALL °s~; ~ ® ~ e
• STRAIGHT ENDWALLS SKEWED ENDWALLS ~ A
DIA. T G H K L CU.YD. G CU.YD. G H K L CU.YD. ~ .
12" 1 7 8" 1'-2" 1'-6" 9" 4'-4" 0.09 1'- 0.09 1'-0" 1'-6" 9" 6'-4" 0.19 r° ` ~ , ~ a 2:1 SLOPE
15" 1 7 8" 1'-2" 1'-6" 9" 4 -10" 0.10 1'- ' 0.10 1'-0" 1'-6" 9" 6'-10" 0.20 bra".• : a. r„q.o•~p~ay o• a: bp•a°~^.,+ ' 0.16 i'-3" 1'-9" 11" 7'-7" 0.28 GRAVEL FILTER u~ 4 i:'° ~
18" 2" 1'-5" 1'-9" 11" 5'-10 0.16 1'- 24 2 1 2 1-8 1-10" 11 7 -4 0.21 1'- 0.21 1'-5" 1'-10" 11" 8-9 0.32 a¢~,
16` M!N SUB-BALLAST 16' MIN SUB-BALLAST 30 2 3 4 t -1 t 2 -1 1-t 8 -1 ©•30 t - 0,30 1-8 2 -1 1-1 10 -0 0.44 ;ve . a °
36 3 2 -3 2 -5 1-3 10 -6 0.44 2 - 0.44 2 -0 2 -5 1-3 11-4 0.58 -
42 3 1 2 2-9 2-11 1-6 12-0 0.71 2- TOP OF RAILS: ELEVATION = 48 4 3 -4 3 -3 1-8 13 -8 0.98 3 - 0.91 d ; 0.71 2-6 2-11 1-6 12-4 A p' 0.98 3 -0 3 -3 1-8 i 3 -4 1.17 °.,a y s.~ga• a.Pb~b•°.~n. ~o• a °•a .~•'o:•sa• a.~b'° ~o °s~a.+se• a.~°a ~'ti.
SHOULDER WIDTH SUBGRADE t2,50 FEET 0 CL
SEE NOTES (
SLOPE DETERMINED BY E ~ BLARED END SECTION Is~M~ c Ems'' w
'U1•~~ `~'1 MATERIAL IN CUT _-n - - • i~ ~'•b~• %`..a .r : r .r:•.L: 40:1 NOT TO SCALE 40.1 (SEE PLANS) ~ ~
•r• ~ kti~ ~r•e•. ~ r"~'•f. t wt to rtia ~•q t~•~9.xe~~f .t+. L•M ;:.d:•t•:.'~f y • ~ SCALE TEMPORARY SEDIMENT WIRE SCREEN
POOL DEWATERING
rye ~
SLOPE DETERMINED BY MINIMUM 9 G DIVERSION 0 S: ° DITCH 2' MAX. 4~° ° ~
5WL5 CONDITIONS COMPACTED y ~ 1. THE TRAP SHALL BE CLEANED d
0 (5'EE PLAN5) . SUB-BALLAST . MIMMUM 6 BALLAST . 2 0 MIN OU3 WHENEVER THE SEDIMENT ~ Y Y ~ REACHES 1/2 THE TOTAL III -111~:~ 1=
SEE SPECIFlCATIONS ( ~ VARIES ( ) Y Y Y ~ DEPTH OF THE TRAP. SEDIMENT I 1=1 l I_i I I { DROP INLET
(SEE SPEClFlCATIONS} V Y ~ ~ 2. LENGTH AND WIDTH OF EACH VYllli GRATE
CROSSTIE W PLATES
SEE SPEGFlCAIIONS SUB-GRADE, STABILIZED TO ( ) " 8 MINIMUM DEPTH IF REQUIRED ~ ~ Y Y ORPSPECiFiC DIMENSIONS. S~T10N VIEW
BY SOIL CONDITIONS Y Y /
35' MIN ST WIDTH FROM END AF TfE TO EDGE OF SLOPE BALLA v v ~ ,BLOCK & GRAVEL INLET PRO~;ECTION ISOME~R~C V1EW NOT 1~I SCALE
. D WELDED JOINTE
RAIL RAIL 1) SUB-GRADE MAY BE STABILIZED 1MTH LIME,
- SH CEMENT OR STONE. " DE OF CURVE 4" 6° LJME/FLY A , SCALE. 1/4 -1 0 SW, INSI CARRY CLASS B S10NE i' 2' N.C.DA.T. CLASS B UP SIDES OF SPILLWAY IN MIN. EROSION CONTROL
" A 2) TAMPING OF BALLAST MUST NOT DISTURB SW, OUTSIDE OF CURVE 6 12 . STONE
COMPACTED SUB-BALLAST. N.C.D.O.T. NO, 57 VARIES WITH
SW, TANGENT BOTH SIDES 0' 6" WASHED STONE ON 2 DEPTH OF
3} TOP OF SUB-GRADE IS TO BE CROWNED. UPSTREAM FACE \ ~1 DI1~H
18't 32'f FLOW (5' MAX.) 4'
2S'fi i DIKE MIN.
RaILROAD coNTRACTOR To GRADE
12' MIN SUB-BALLAST t2' MIN SUB-BALLAST AND COMPACT SOUTH SHOULDER OF 1' VARIES WITH ~ HOLD-DOWN 3:1 MIN. FlLTER FABRIC MIN. DEPTH OF DITCH STAKES
"UNLOAD AREA" A MINIMUM OF 400
G FOR FUTURE 12-FT WIDE FEET LON
TOP OF RAILS: ELEVATION = ~ CABC AGrESS ROAD BY 0TH
~ SUBGRADE +2.25 FEET ~ CL ~ I I I I_ I I-I 11- ~I I I- ry~~• 2 MIN. EROS oN caNTROL ,~o ~ III-1 I I~I G I I I I!I
N R pU
~ / S \ STONE -III- INLET
/ ' " TYa.1 . A ti~"I. n per . ! • • r .K'f ~,..I'A ~:1 \ ~ :.i. • ,.5.•r'w~1Ci:^.. r r~l•".•Y. Tr+ r? ,Y•i~. A~ t .r,~ " I . - -48:~ / I i~i~j~\ / 2 1 " / / ///i /~~y~ CORRUGATED ~ \ (I I
• , i./i.//~\\ ~ 12 PIPE -
\ ~ - rr/~ ~,/r, .`,iii r ~ / / : ~ \
./i,, /,./r ~\/i r r /i,~/~ /i; ~ STABILIZE ~ --III
MINIMUM 6 COMPACTED ~ ` ~~y/~ / ~ OUTLET ~ ~ ~ ~
SUB-BAUAST MINIMUM 6" BALLAST ~ FlL1ER FABRIC
SEE SPECIFlCATIONS BENEATH TIES 2'-O" MIN (TYP) ( ~ 3' MIN. ~ ICI I-III- ' '
(SEE SPECIFlCATIONS) _ _
SECTION A-•A I=) I =I I= '
• SUB-GRADE, STABILJZED TO CROSSTIE W/TI,E PLATES "
SEE SPECIFICATIONS 6 MINIMUM DEPTH IF REQUIRED ( ) BY SOIL CONDITIONS. (BASED UPON 4' MIN.
SOIL ANALYSIS, NO STABILIZATION
BEYOND COMPACTION IS REQUIRED) TEMPORARY SILT TRAP LEVEL SECTION NaT so scn~e SEE EROSION CONTROL
NOTE' PLAN VIEW
PLAN >:OR PIPE SIZE STANDARD T-SECj~ON
1. UNDERGROUND PIPE LINE CROSSING5 SHALL MEET A•R•E•M. r. MEET A,R°E,M°A. PART 5 SPECIFlCATTONS, LATEST REVISION. TEMPORARY SLOPE DRAIN
S ALL ADHERE TO NI 2. 80NDING OF TRACKS-.(lF_REQUIRED) H DHERE TO NORFOLK-SOUTHERN STANDARD PLAN SP-701.
SCALE: 1/4"--1'-0" 3. ALL CLEARANCE o {~b90VERREAD) DUST ADHERE T iT ADHERE TO NORFOLK-SOUTHERN STANDARD PLANS 7-1 AND SP-1621. NOT To SCAIZ
o as L - a- . W~
p s Q RELEASED FO7DATE PROJECT MANAGER DRAItD SOME 231 16th AVENUE, NE SEAL 1
1;W 1•~ HICKORY, NC 28601 AppROVA= DRAWN BY PROJECT DATE [phone] Y4ES OCTOBER 2005 BIDDING .q, INDUSTRIAL RAILROAD SPUR TRACK ROADBED CROSS--SECTIONS C1O
FOR THE EROSION & SEDIMENTATION
APPROVED BY PROJECT NUMBER ~a 0 CITY OF CLAREMONT CONTROL DETAILS
40220.00.HI DICKSON Office Locations CONSTRUCTION ari ~~A®~,' e
REV. N0. DESCRIP110N DAIS FLE NAME cmmunlt h*astNCtvm Commilta41'tB North Carolina Georgia rrArrr tt9eeee South Carolina Florida oe~ecan?r~ 44220b01 RECORD DWG. CLAREMONT, NC

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231 18th AVENUE, NE RELEASED FOR DATE „ 3 a TGW 1:1 a SEAL INDU s a INDUSTRIAL RAILROAD SPUR L;l FOR THE
RAWN BY PROJECT DATE HICKORY 28601 APPROVALS r v 2 • A OCT08ER 2005 WK 828, NC ) 327-6911 REINFORCED CONCRETE INLET ENDWALL
[-,m ROJECT MANAGER DRAWING SCALE BIDDING C~'•' APPROVED BY PROJECT ~LI~ ~ ~ ~B ! a•• Glid~•,•• o.
@` 40220.00.HI DICKI"I'DON Office Locations: CONSTRUCTION I ` e+ 23 d6 '`iii ~P~A6 e REV. N0. DESCRIPTION DATE FILE NAM commutdty Wmetructm COtisultalts North Carolina Georgia i~saQe1Da~y9g~ CITY OF CLAREMONT FOR TWIN 84"s~ CMP CULVERTS CLA
REVISIONS 40220b01 South Carolina Florida RECORD DWG. REMONT, NC

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T COUTLET~ HEADWALL
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PcNNECr MANAGER DRaVONC SALE RELEASED FOR DATE 231 16th AVENUE, NE ti R,"..'..""'~~."'~ yA a•? *i INDUSTF TOW tot IN or 'NDUSTRIAL RAILROAD SPUR rl FOR THE REINFORCED CONCRETE OUTLET ENDWALL
rntawN BY PRO,~cT CaTE WK HICKORY, NC 28601 APPROVALS [phone] Jv L
WES OCTOBER 2005 ' 81DD1NG - o APPRDYED BY PROJECT NUMBER
DlCmw%'r-*ON Office LOcations - 1 40220.OO.HI CITY OF CLAREMONT FOR TWIN 84"0 CMP CULVERTS CLA
CONSTRUCTION REV. NO. DESCRIPTION DATE.; ME NAME mmutlity Mfrmt vctm moultots North Carolina Georgia mm o, aZGQ6~ 0
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rTGW CT MANAGER DruwiRC SCAM 231 16th AVENUE, NE RELEASED FOR DAIS ! 1:1 t INDUSTRIAL RAILROAD SPUR 718
BY PRAM DA P&WK - HICKORY, NC 28601 APPROVAlS [phone] OCTOBER 2006 VED BY PROJECT NUMBER BIDDING 0
FOR THE EROSION & SEDIMENTATION
e6 40220.00.Ht WDICmwQ'L%ON Office Locations: CONSTRUCTION CITY OF CLAREMONT CONTROL DETAILS CLAREMONT, NC
[REV. NOf DESCRIPTION DATE FILE NAME emmunky Infrastructure conoWtmts North Carolina Georgic
REVISIONS 4022Ob01 South Carolina Florida RECORD DWG.

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GRADE-SEE CIVIL DWGS,
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REINF. (EA. FACE, ~ ~ Hsadwall & Wingwall
" ~ . i ,~4 , r ; yea.: ~ , ~ ~ • a. ' . a ° . ' • • ' ~ 10 # 5 CONT. LONG, EA. SIDE OPN'G.j ~ Plans, Sections, a£ Defails
'a' TOP&BOTT. N ~ # 7 X 12'-0" (IYP. EA•FACE, EA.
CORNER) oRawN
. ~ , General Notes LGG
TURN DOWN FOOTING ~ •y a
' , " ' LAP SPLICE AND 90° HOOK SCHEDULE I. Foundations: REINF. AS SHOWN • • # 8 @ 1.0 O.C. TRANS, 1. Foundation design is based on an allowable soil bearing p~ ble soil bearing pressure of 2500 PSF as stated by Unifaur Engineering. Review~e RAKD
" ~ ~ LAP in. TOP ~ BOTT. 11. Structural Concrete: ~ BAR 90°HOOK{n.)
# 5 BENT BAR @ 1'-0" ' • ~ , ' + SIZE 1. Concrete shall have a minimum 28•day compressive sUen ompressive strength of 3000 psi, unless noted olhenvise.
Q,C. - PROVIDE STD. ~ TOP BARS OTHER BARS 2; Notmalweighl concrete shall have a maximum unit weighs 0° HOOK TOP ~ ' 3. Reinforoin shall conform to ASTM A615 Gt60 fnctudi 1 9 @ #5 36 28 10 9 ~ n9 ~imum unit weight of 145 pcf, unless noted othenmse. oa>E 9.29.05 Gt60, fnctuding lies and sGnups,
4. Minimum concrete cover, unless noted otherwise: ~erwise:
(2) # 5 CONT. #S 43 33 12 a) Unformed surfaces in contact with the ground............ ie ground " REVISIONS
HORIZ. EA. FACE 1'•0' 3'-0" 1'-6" 5'-0° #7 63 48 14 b) Formed surfaces exposed to earth orweathec......,.... r weather 2"
5. Concrete finish shall conform to requirements ofAC1301. ' #8 72 55 16 IU. Miscellaneous: ants of ACI 301.
1. Structural drawings are intended to be used with civil draw ed with civil drawings. Contractor is responsible for coordinating such CONCRETE WALL OPENING
requirements into their shop drawings and work. I work.
"Tap Bars" refers to horizontal reinforcing placed with more 2. No opening shall be made in any structural member withor al member without written approval of the engineer. iral members shall be made without the written approval of the engineer.
than 12 in. fresh concrete cast below the reinforcing. 3. No change in size or dimension of structural members sha 4. The contractor is responsible for limiting the amount of cor the amount of construction loads applied to the structure. Construction loads SHEET
K z SECTION shall not exceed the design capacity of the structure at the ie structure at the time the loads are applied.
V-0" 5. All retaining wails shall be braced during the backfilI opera S1 314 -6. Do not scale these drawings; use dimensions. the backfill operation and until the wall has reached its design strenigh.
REINFORCING BAR LAP & HOOK SCHEDULE ons. S1
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••r••s••r••rH r••r•irur••r•er••rs•rur ••ru r••rurr•rur••r •r••r••r••r•sr••r• rur••rur •r••r••r•••r••r••r•••r.•r•rr•.a.••r••wD••~•••~iD.r r••w••+ur•••r••r.• •r••r••r••w •r••r••r••r••r••r.•r••r••~r••r••r••r ••rur••r••r '•ru r••r••r••r••r• r••r••r••r•.r.•r••r•._••r.•.r••_•.i.e r••r.•r••rr••r••r••r••r••r•. r• r••r r•. .rr ..r•• • •r.. r.. r. r..r,•r..r•. r..w..r.•wr .r.•... . r.. r.•r..w.. s.••yw r..~ •r•.r•. r.. r.. r..r rr.;~ 92 V
• r •r••w•••r •r r•e~••r••ws•r••rr•r••r• •o••~.••r ••r r.•r •r ••r••rr•r•rr••r• rur•.r••r.•rur••r.•r.•rur••r••r••r.•r••rur••r••r•••r..rur••r• r••~.•• r ••r••r•rr •l r••r ?•r••r••r•lr Ur•• •r•(ruro•w ••w•••r ~•eewb ••r•er Nr••wH •r••r••ralru_••r••rUr••rt•••r••r••rur••fr•••1~••ru rUrrHi1•r•••i•• ••i••i .r• w•.r.•r•. .•r.,r...r •.~hr ••r ••r.•r.. r•.r..w. r. r•. r•• w.. r.. r.. r.. ^r.~ r.•r ur•. r.. r•.r
r •r••r ••r••r •.rs•r••r••r.•r••r~' •r..r.• 9 . r••r••r• ~Ir ••r ••r ••r••r ••r ••r•••r•••w.•r•.r.•r••-•.r.•r.•r••_••r••.~••r..r••w ••r••r••r•._•. r•• .•i••r r' •rr••w•••w••rnr••r ••r•r•.e•r•w••~' r•. r••r ••r ••r• r••r••r ••r••r••r•• •r ••~r••r •.r••-. ••r.•r ••r. i ..r ur•. .ir ~••r.. r.•r.•r©©©. r.. r.•~r r.r w• r.. 1 .•r•.r..r•.r.. r.. r..rs. r.. r•~~r..r...r r.. r. 9 15
••r.•r••w••r••~w••r••-••••r~ur~••~••.~••r••w•• ••r••r r• •r••i••we•rs•w••r••w• r••r••~ r••r••r ••r ur• r••rUe••r••r••rur••r••~•••-r••r••I~r•••~?••r••r••wr••~••r•.r.•w••r ••r••rr.•rr••-I•••_••~11r•r urur iuw••r••r••r •.~••r••r ••r~••r••rr•r••r• rurur••r•rr••r ••_••r••r••r••r••r••r••r••r••~••rur••r••s••~r•.r••~rur••_••w•e-r••r••w r•• r.• ..w••r.•~..rur..r.. r.. r.. w.. rr ®•.r•.r s. r..r r.. ur.. r.. .r.. r.. r.•... r...r
•_••i••i.•~1~••-~1•r••~••V •~11•r••i ••w •w•••~••i••r••-r•e_1~••r••.~••~•••r~••r••.~••.~••r••~~••~~••r••~~••~r••Ir ••w••i••Y ••i••~1••i••r••r ••r••i • ••r••w••r••.A.. • _.._.._..r.. 910 .r..r.. ..r.
•wt •~r•. ~.••w••-•• ur•ris••rururur• r••r••r••r•.r••11~••r••r••rur•~r••r••w••r••w•••ore•w •A ri r••r••~r ••r•L iou•ru w.L io ..r..r•. r..r.. r.. r..r~•. r. rr. ~••..r ..+r••.r .r.•.w
905
Y
BEGIN & END 1PtRE FORM ~ 4' BEYOND ~PALTL STATION PLANS _ 900
9 895
' aASE aF WzRE FORM - ELE9. vA~Es i 890
(Step As Re~'d Maiataia 1 Basket Height Embedment Throughout) 885
885
880 w,°odN ~m~~
I ~ ~~r~
~ 875
a~
~
+ + + + + + + 1+ + + + 4 2+50 2+75 3+00 3+25 Q~ 0
Qro G1 GQ
vERTICAL SCALE 1"=20'
HORIEONTAL SCALE i"=S0' tY r f
n
$ .M i L~rc~ l~
LFG CL'
A Reinforced Slope Turning Point ~
s Geogrld Type Change
--[h--~--- Teaser UX1400 or Equivalent Strength ~
.~r_~_ _ • • - • • • • • Tenser UX1100 or Equivalent Strength Q
'Q ~
lO4-Ii?4 ~.o I ' 2;1 SLOPE ABOnE REIIVFORCED PER TABLE 1 , Z
3EE SECTION DRA~PINGS FOR SPACING , )
REINFORCED EARTH SLOPE DESIGN PARAMETERS _J
92 •r ••r•Jr••r1•r••r••r•)r~Ur•?rHr••r••r••r••r••r••r••r••r••r••r••w••~•.•r?•r••r••r••r••r••r••r••r ••~.••r •.r ••r••r•• • ••w ~aC + ~C ~
_ ••r••r•lre•i••_••r••~•:•r••r•Jr••r••r••r••r••r••r••~rur••w••r••r••~.•~..wrYlr•.r••wA •..I••••wwa•r.•r.•r••r ••r•• •r••r• •R/M\i"Vl{~ C. r••r••r ••~•.r w•},_a_••we.r••_..~•.•_••_e•r•.w urr••r•.w..r.•1~..r••r•ewe•w e•~••...••r••r•r w• ••r••r RIs~'ORCED FILL ZONE GEOGRID DATA ~ ~ __.I ~
r.. r.. r.. r.. r.. r/~. ~.._..r..r..r..r..r..r...~....,..r..r..r..r.._•......~......w•.r..r..w. DeasIt of _..rr•r••r••r ••••I~ r••r••~•••r•err•r••r••r••r••r••_..r••_..r ••r•••w••w••~•... ••~r•r Phi e Deaslt of Bacldill (pcf): 116 Geogrid Tape: TENSAR GRIDS UX1400 & UX1100 ~ ~ U Z
r••r••r••r• ~~.i77 .r.._..r.._..r.._.. r.. _..r.. _.._..w.. r..,r w. .r.. . ~::-''r Cohes~oa x~- r.._.._.._ ..•g. r.._.._.._..r..r.._.._.._.._.._..r.._.._ G pld (~g); 23• or equivalent ~ Cohesion (psi): 500 Coverage of Geogrids (9:): l00 ~-L- Z
r••rerr•r~•~: •r•.~•.~..r••_..r..r•._.._.._ •r•er ••r••r••~ .r•• r r•.r•.r.• ..r•. Construction Damage Based on: Sand, Silt, or Clay ~ ~ ~
91a 910 ui~xFOR+ •r ••r• UNI~'ORCED FILL ZONE Geategtile Type: See Reinforced Earth ua
Densit of Densit of Bac>siill (pcf): 115 Slope General Specifications, ~
BEGS & END WHtE FORM # 4 BEYOND WALL STATION PI~iS Cohesion Pfd Sheet RW.4 ~ ~ ~ Cohesion (psi): 5 0 N~ ~
90 1, The design is Dosed on soils having a Unified Soil ~ U
R~A~ Classiticatfon system Designation as ssppeeccified on l~~p ZONE Reinforced Earth Slope General Sped~fications, Sheet RW.4,
895 89 Density pc and a irlation angle of 22 degrees or better for the z Density ~paf): i~ Reinforced. and Retained bacldiUs. Tt the borrow
I Phi ; ~ (~8 ~ material. used dotting construction differs from
Cohesion C°h~oa 600 this criteria, then BARRIER shall be contacted
>~ouxDA~or FOUNDATION SOIL so that these documents can be revised as necessary to meet the soil conditions.
Q BASE OF wELDElD t~RE FORM - ELEVr vNRfEs StIRCIGE 2,Caastruetian of the reinforced and unreiaforced ~~E elopes shown on this plan shaIl be performed
t~P ~ ~Id. Maintain i Basket Height Emb~lment Throughout) - E SO Rt~L E•80 RAIL LOADING See Reference wader the observations of a North Carolina
Registered Engineer ar authorized representative.
F~ 3, safet ~ FACTORS OF SAFETY not how clarlty~~ © d
F•S• Reinto~ F.S. Reinforced Slope: 1.5 i.;_, N
p Z~
530 + + + + + + + + ~ u ,o z
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ra W Y ~z
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19355 ;
' . fL3 Boa p: 2-ear
f Nn~u4~~+'n~~~, .DATE: 08/23/04
~1 pr DESIGNED BY. BLB
+,~~+e'~ eoe?~i~too~ DRAWN BYt BIB/CWA
CHECKED BY. CWA
SCALES SEE ON SHEET
SHEET NO.
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G a. > E ~ CryNroa O W ~Jt
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TOP OF SLOPE ,nae~vo •-mwu~E .-ro ~ a~ ~ P9 ~'LNp .1,. O~ O OO
~ L o a,=:. ro .rT. 4 a o,ro
1. FACING TO CONS15f OF PREFABRICATED wWF 4x4-W4.OzW4,0 FORMS. X4,0 FORMS. ~ c ~ a c ~ ~ ~ a o ~ ":c
R/R Ballast 2. ALL FORMS AND STRUTS t~LL 8E FA9RICATED WfM BUICIC WERE. 3.OVERAII LENGTH OF WIRE FORMS IS tO'-O'. EFFECtiVE (INSTRUCTED p~~~p c a H E o c G$ o WINIRU~ N~~ E O 44 L N G ~ 9
WIDTH IS 9'-S' WEI9 4' OVFR DIPPING AT ENDS, 2 R/R Subgrade v cyEcEc ro NF m 4m
1 4.5TRUT ~t AND CROSS-sECT10NA1. FORM DIMEt~tONS To ~ TOES a c°~.jOVav':~ N ah aaai= L a'O ata~ r~WC O.~
~ ~ PROVIDED IN FA1~itCATORS SHOP DRAWINGS. RaNFORCED UNFRCEO SOIL ~ \ \ \ \ ~ \ \ \ \ \ DYII ~ML 17/v~
i~ i~// / TO VERTICAL BAR Bf1WEEN FACE PANElS. m m m m
. SECONDARY UNPAGED SLOPE GEOGRID e
TENSAR 8X1100 or E uiv. / O O O W ~ ~ ~
CUT W1RE FORM. TO PRIMARY UNPAGED SLOPE GEOGRiD ~ Q o N N Q \ \ ~ rn r m
CONFORM TO TOP • 0 0 ~
OF SLOPE (TENSAR UX750 or Equiv.) /
J B O
y'^' `s
SECONDARY GEOGRID WRAP RETAINED s -s 4" OVERLAP d a a
SECONDARY GEOGRID EMBEDDED 5.5' BOTTOM & 5' TOP SOIL CFA ~ W ?z > ~ ~
a.5 W i x w
'~P~LDED_WBiE_FORM__DL~TAtL D DL~TAIL ~ ~ o
REINFORCED 1 ~ scA~ W > Q C O ~ ~ ~
REINFORCED SLOPE
HEIGHT USE VEGETATED SOIL ~,,~.~--UNIT OF REINFORCED FILL /
FACE ABOVE EL. 897.0(1 / ~ N r11
USE STONE GEOSYNTHETIC EROSION BLANKET I SUPPDRf STRUT EEN6fH I
FACE BELOW (MEASURE INSIDE HOOK-INSIDE HOOK)
s
TABLE 1: UNPAGED SLOPE REINFORCING REQUIREMENTS r--SUPPORT STRUT /
WIRE STRUTS
UNPAGED SLOPE UNPAGED 2h:1v SLOPE PRIMARY -WELDED WIRE FORM 1.5" F- N0. 4 2'-0" C/C TYP. S,5° BLACK WIRE (FlEI~ ADJUST AS REQUIRED)
HEIGHT, FT. (Vertical) GEOGRID LENGTH, FT. .PRIMARY STRUCTURAL GEOGRID
0-8 6 2,0' C/C MAX. SUPPORT S[Rl1T
>8 - 16 12 (AS REQU{1;ED~ 1.5'#
>16 - 24 16
• >24 - 32 20 LEVELING PAD -
>32 - 44 24 4p~_ . SUPPORT STRUT
UNREINFORCED SOIL >40 - 46 28 4x4-W4,OxW4,0 3
GEOGRID EMBEDMENT LENGTH (varies) WEEDED WIRE FABRIC ~QO~ P Zc~im°'D•
• NOTE: All primary reinforcing layers shall be spaced e ~^-~--1.5't dzN~4
at 3' lifts. Secondary reinforcing shall be at 1' ~R ~aN~ a~
FOUNDATION SOIL intervals between each primary geo~rid layer. All ~L:~ Ltd p~~ N9:~w
secondary reinforcing shall be at 6 lengths perpendicular ~ ~
to slope face regardless of slope height. 1.5't UJ •v m
.t
FA - E TYP ORC D S GELDED HIRE FORM DETAIL ~
NOT TO SCALE NOT TO SCALE Q ro
m
m~
~ . "t
' ~ ~,r,:
rf f. r i S~^,f~~ i.ry; ~ q.~~.4sy~/.!Y'
''~`u'~i% „^N,
Q
?
O
--i W
~ -Reinforced Slo An ~ ~ Ae 9 ~ ~ ~
W4.OXW4.0 WELDED WIRE FORMS Reindorced Slopo Angie / ~ Q u
/ T ~ Top of 2:1 Slope ~ ~ ~
/ 0.5 0.5 ~ 9. / ~ 1.0' _ J o U ~
Q ~ ~ ~
/ MIN. (typ.) BIAXfAI GEOGRID 1 z
Top of Reinforced Slope ~ Q ~
/ ~ Area of Welded Wire ~ ~
Do REINFORCED TENSAR UX1400 UNIAXIAL GEOGRID (OR EQUN) MIRAFI 140N {OR EQUIV.) GEOTEXITLE WRAP 1.5 form to be meehaniaally ~ ~
0 ~ f a / Fl1l {CUT GEOGRID S0 THAT TRANSVERSE 00 (Typ,) g O ; folded, or cut parallel to ~
BAR IS IN CONTACT WITH GEOTEXI1 ~ Q~ Slope Line lope Line ~ ~
z
3 `M1N: 3° / ~ ~ U
0 / ETI TB1000 EROSION BLANKET' (OR EQUN S1TiUGNRAL REINFOR ~ WELDED WIRE
' \ ) 1.5 0 GEOGRlO PRIMAR'f FlLL ~ FORMS TENSAR 6X1100 BIAXb4l Gf~R10 {OR EQUN.) QO 0
REINFORCEMENT ~ ROLLED OUT PARALLEL TO WALL FACE ~ ~ O ~-~-Bottom of 2:1 Slope Toe of Reinforced Slope
O 0 0 0
Z
O
4.0' MIN. B{pXIAI FACE WRAP 5.5' t
BIAXIAL FACE WRAP F ELEVATION OF ~a ,SLOPE UNDERLAIN' BY REINFORCED SLOPE W Q
NOT TO SCALE (,f~ ~ Wa
~ z~ W~ u
BALL FACE DETAIL-VEGETATED FALL FACE ETAIL STONE z ~ Z
NOT lb SCALE • NOT TO SCALE p ahs, f~ N wa
V ~z u x;,:
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~ 1UB 2.1147 .A ~ nATFa 9812304
~•'~O~ ~,'~~01~~~'•~ ~ DESIGNED BY: BLB
,~~''~Y L. ! DRAWN BY: BEe
/ V Q If}Iilllllle~ CHECKED BYa cwa
g~f SCAM SU ON SHEET SHEET NO.
RW.3

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REINFORCED EARTH SLOPE CONSTRUCTION SPECIFICATIONS N`a'OU G c}.~ a ~a
. STEP 3 REINFORCED WITH TENSAR GEOGRIDS 9. All fill and backfgl operations shall be observed on a full-tie~ie basis by a quoGfied STEP ~ -INSTALLATION STEP 5 -SECONDARY REfNFORCEMENT AND FACE WRAPPING ~ p ~ a p" ro a ~ aw o, m
. 4• Face Wrap or Secondary Geogrid shall consist of Tensor B~ 1100 (fat vegetated . a~vroaa co~a~.. r . • • . . ~ ~`NCEOp '~GJ ~.wa A. Geognd shall be laid of the props elevation and orientation as A. The specified width of biozial geogrid provides stability of the slope •N ro L E o a~ ~ ~ ~ ~ „
Bog technician, or other Engineerm9 Personnel approved by Bareer Eng,neering to A. NARRATIVE slo face or lensar BX 1120 for rise-ve oted el fad ar iv~llent, • • - • Pe ~ ~
• det~mine if minimum cast ~ re iremerrts ore bang met r~ materiels shi 4u The Contractor shall construct the reinforced each slate shown on they shown an the canstmetian drd~ittg~ or os directed by the Engineer, surface, support for the erosion blanket and containment of the slope ~ .a 9 s m ~ = N ~ ~ d a
. meeting or exceeding the specification requirements are ul. Wh plans in accordance with the plans and specifications. 5, , , , , Erosion Blanket gall consist of Tensor TB1000 ~fot toted ~aPe face) of alt Where percent coverage and truncation op#ions are shown on the plans, facing materials. Generogy, the biozial geogrid and erosion blanket will ~ _ s~ ~ ~ ~ i w
~ eel within a minimum of 1 test er 10. In-play density tests sh I be perform P . equivalent, • in alternate layers of uniazial primary geogrid reinforcement shall be placed be unrolled parallel to the dope with opprozimately a 6.0 foot section
construction of the reinforced earth ~ e shown on these ins ~ square feet of fig at~a for each hft of fgf placed, The elevation acrd The oP pl in o staggered pattern such that the lager above is placer! with the width of biozial grid left free on the slope foce until four lifts of f71(18 m m m Centetfine of the geogrid in alignment with the centerline of the open inches} hove been added. The biozial grid and erosion blanket is then
. laaation of the tests slrould be clears identified at the trine of fgl polsrrt. cee shall be monitored and tested by a North Carolina regatered profess~ral Y space blow. lrte maximum horizontal spacing .between geogrids where wrapped over the face and onto the top of the: fill and pinned. T'he ~ ~ o a
• ~ ~ 4• ALTERNATIVES Bpi engineer or his authoezed representative,. The engineering and testing services ~ • percent coverage design alternates are employed shall be 4 to 6 inches. rolls may be cut to a specified width before unrolling.
. ~ 1. Geote~ile t s wgl not ~e considered as to d 11• Granular. sr~ls Unif~l Sag Cla~ificotron SM or better sl>igl ~ ~mPacted mo Bead an ailt~ . , P~ shall be retained by the Owner, lnspectiar and testing by the Owner s Engineer , . tom,
material. Geateztge m be used to ovele rest fti~ wrttr smooth drum vi'btat~y compaction equrprnent or rubber rice cam Ca ~ t~ ~ ~ tinge; , shall. not relieve Contractor of resporisrb1ity for carstrLictmg reinforced earth Correct or'tentatian troll direction} of the geogr°rd sltoGl be verified by the
. however, no structural cantrmutinrr m'1) be attributed to t~ioteztge, 12 Ia ti ~ sags 'tied 1 ~assifirotrarls ML SC shells be eel ~ dances with the laps and ecrficatrons. Law s cit {Um Sac , j carrip~t , slopes in arcs p ~ P Y 2. Alternate geogrid materiels shall not be used unless submitted to the with a sh stoat tuber. pin Contractor. Geagrid may be tempororly secured in place with staples, 8. FBI can be spread directly upon fhe geogrid. pins, sand bags, or backfill as required by fill properties, f7i placement Y
. eeP DEFlNITiONS En meer and roved m ~writin b the En mgr at least ~ da ridr td b>d r~ procedures, or weather conditions, or as directed. by the Engineer, C. Spread and level the f11r DO NOT .DRIVE TRACKED VEHICLES ON THE o ~ a
9 aPP 9 Y 9 ~ P P . lettin . The En ' eer shall hog absolute authorit to re' of ac t 13. Care should be eocercised regarding the use of relatively hedvy machinery
_ 9 gin y . A, SGvctural Geo rid A structural geogrid ~Pemary or Secondary • • g nose to the within 3 feet . Li titer eettt char ? Brit ~~uld be used EXPOSED GE4GRID. See STEP ~-B Above} ~ W
alternate materials based an the re rrement of this Section and the ( 9 pa pm B, Geogridj is formed by a regular network of integrally connected tensile • ~r Geogrid sail reinfarcetnent shall be connected/spliced when requ~ed w i; J Q a
E meet s d Brit, Pa! ex s, whether coon! or unca~at~i, w>jl not dose to the slope to avoid damage to the slope. to n9 Ju ~ Y~ g elements with apertures of sufficient size to allow intolocking with , , . _ , , , to provided continuity of tensile resistance. Geogrids manufactured D. Compact fill soil per specifications. ~ a o u o a
. be approved for use m calcareous, alkaline, or highly ac~ic environmesnts? 1~. The fill area shall be graded at the end of each day to facgrtate the positive usi surrounding sod, rock or earth and function pemorgy as reinforcement, using polyolefms ~e.g•, HflPE and PP} shat! be connected with a ~ ; a a
including lime-treated or cement-treated sags, ausht~ lirr~tock, of soils drains a of surface wester assariatee~ with Teri station awo from it, mE E P P Y 9 mechartit~l polymer bar, Geogrids manufactured of polyester shall be E. Biaxial geogrid may be cut to conform to horizontal curves. a
. potentially exposed to leadrate from cement, lime, or deicing salts. In no ~ ca 13. Geosynthetic Drainage Composite- A ~ainage composite shag consist , connected by sewing with Kevlar sewing thread perpendicular to the
case shall pol~:ster geogeds be used in sags. with a pfl>9, In order to be OEWATERiNG AND SiTE DRAINAGE dir of a geotextile bonded to both sides of an internally formed direction of loading at the ends of the materials. F. If the biaxial geogrid strips are placed perpendicular to the slope Z N . m
. caiisidaed, submittal packages for alternate geor~`id materials trrust include: a! th ene geonet structure with uniform. channels, open area, and 1. The contractor shall provide sump pit and pumping operations as P )`e Yi face, it is .not necessary to overlap adjacent strips. However, if the
thickness to assure uniform flow throe out the structures. re iced for dewatering the reinforced slope excavations, C. ~ qu a. A hst of 10 comparable pro~cts that are srmgar m terms of size and C. Overlap connections may be used if the Contractor provides the geogrid strips are parallel to the slope face, adjacent strips should be
. En application, are locat~i m the Untied States, and ehere the results of using 2. The Contractor Mall provide and maintain adequate site dtomege during Eng'me~ independent test documentation which demonstrates that the overlapped as indicated on the construction drawings.
C. Erosion Control System- An erosion control system is generaNy ~ • ~ • lac the specific alternate grid atet~al can be verified after a minimum of 3 earthwork aPetations, including providing for drainage of surface water land/deformation characteristics of the overlap of geogrid materials is
composed of a combination of erosion blanket, structural geogrid, an n of natural drain eg years of sernce Irfe. away from.. the construction areas, and enh reins t age equal to or exceeds those of the geogrid. The minimum overlap shall G. Siazial geogrids typically have different design tensile strengths in the
welded-wire basket, and ar eoteztge. These materials car be used ~ ' • - be / 9 b. A Bain le of alternate eo id material and certified ecification sheets. aths without interru tin its ttem. be 5 feet. along-the-tall and across-the-call directions. Therefore, it is
. P 9 ~ P P S Pa _ alone or in combination. ~ • c, Recommended installation instructions. important to install the biozial geogrid in the orientation indicated on
. 3. All ~osron and s~dimentotion control shad be controged m ocrordonce D. d. An explanation of engmeenng techniques used and sample design drawings . Uniazial geogrids are most after specified as "primary" reinforcement, the construction drawings.
, . . with sound engineering practice and current Catawba County requirer~ents, D. To soil fill- Soi{ Granular f71 classified as Ml, MH, SM ar SP by the and cafrulations rn ar~1 and seated b a Professional E rneer ireensed in an and biaxial geogrids are typically used as "secondary" or "SUtficial"
P / P P Y m! Unified Soil Classifications system and typicagy placed at the face of the State of North Carolina. 4. Provide asitive drain from back of reinforced sl eat all tines ren reinforcement. The uniaxial geogrid is supplied in roll widths of 6.4 feet STEP 6 -EROSION CONTROL
P ~ the slope and wrapped by the erosion blanket on the exterior face. e. Additional informatron as r lied by the En meet, Burin construction. or cut to match the 6 foot width increments (1.8 meters}, The biozial
. 9 9 Topsoil fill is placed and compacted in horizontal lifts to become part . geogrid is supplied in r~1 widths of 10,0 feet (3.0 meters}. Erosion A• Grade the top of the completed slope at the end of the day to
5. Geotextges shall consist of Mirafi 14~Vd, ar other ivalisnt os roved . , 9e~ ~p of the rem#orced fill, To sag fill is useful for su rtin station if a 5, A collector drain system cons~ting of periodically spored, properly P PPo 9 ~ ~ b the En rneer. , • blc
. Y g fgtered washed stone-fgled trenches cantarnrn erforated dram ve stated slo a facing rs desired. ~ 9 P p~ in9 blanket is supplied in roll widths of 7,0 feet (2.1 meters), and is ensure that water runoff is directed away from the face of the new
9 P tyl 6. Material handling and storage eltafl be in accordance wRti ire b grainty to an outfalt outsr~ the slope shall be constructed as shown Y typically cut in half to make 3.5 feet roll widths. slope. Positive drainage must be provided so that water does not ~~m~ collect above or behind the reinforced soil gone. W~~
E Reinforced Backf7i- Com acted sok which is within the reinforced soa manufacturer s specifications. an the construction drawings. Oecisians regarding the need for and P E,
volume as outlined in the tans. 7. Oroino A ate shall consist of X57 stone, locoforr of drains ran best be made at the time of construction, basird P 9e 94fe9 ha Er Place geogrid rolls perpendicular to the slope face with the ends NOTC: CONTINUBCON$TRUCTIONOFTHEREINf'O~C,ED task having the short rib fingers at the slope face. SGOPETOFULlHE1GHTUSINGSTEPS3;4ANDS, ~ ~ ~~W
. o f of dace yeti an the ground water conditrons oriel .areas of ground water seepage . 8. leveling Pod shall consst of a level, pr o r led na~ral or fill su appro c
F. Retained Fill- .The lesser of the zare of compacted soil that is b BARRIER and ma altemativel consist of 1 stone, ar other encountered. F. Geogrid strips should extend back from the slope face to the ur
Y Y Y ~ oPl F. between .the reinforced backfiS zare and the natural ground, or the stied a te, 6. If waters s are absei~d an the cut sl in areas be d the stance specified on the construction drawings. STEP 7 -CAPPING AND GRADING ~ •fi
9r ~P ~ _ , di. zone of compacted soil that extends 5O~ of the fgl height inward from arrrred str' drain locatirms, an additional str`iP drain of toe drdin of
P1 iP 9. F11 materials for the Reinforced Backfill oriel Retained Fri l zones shall the reinforced backfill. • filtered stone shall be mstadied at the Iocatrest? of the seep to mii~rmite G, G, Geogrid strips mgt be placed at me ~evations shown on the A. Install cop/coping unit optional) and secure in place per Q ro
consist of sags having a Unified Sag G~a~s~cation System d~h~latitfi • the potential for slope figure due to increased pore pressure, cey construction drawingsr manufacturer s recommendations. m
of SM, SC, SP, SW, ~I, GP, or GW, be free of ofganic matter, . CLEARING AND SUBGRADE PREPARATION 1. Cultural feature seirh as carom ,storm drains and culverts shed 6e
cobbles gteat~ than fi inches in maximum dimentsi0n, or debris, and 9 H Adjacent geogrid strips should be butted togetha side-by-side B. Place and compact final backfill, , +r
Clearin and stri in limits shall be extended a minimum of 1 foot have maximum u aid Limit and Plosticit Index of 40 art 15 r directed to reduce the total amount of waiter inf1tratian onto the H, 1, g PP 9 q Y . r r r ~';h Ek ' without overlop unless o gap between strips is specified. { , k~
in front of the reinforced sla face and 2 foot behind the reinforced backf1l Furthermot the reinforced and retained fi[f zones shaft carsist of remfarced edrDr slope and the retained f11. wd Pe ~ C. Finish grade for positive drainage away from the slope face. ~
zone. materials that meet or ezc~d the requ~ements of the design parameters; S'~P G~1~RAL NOES S'~P ~ -FILL PLACEMENT OVER GEOG~lO ~r F , . , ~ f' r'
2. All existin topsoil, rootmat, and any other soft materials or materials . 9 10. Sand SILT, Ml, sags taken fi~rrr le~atiars d aced b tl?e En irti'~t sin Y Y 9 ~ ~r ~~r. A. Ba~Cf~l material shall be placed in lifts and compacted as directed D. Place topso~ and vegetate slopes above, below, and around wall , -
deemed unsuitable by the Engineer shall be removed frail the clearing ~ d'ih ~Yir1 this mte ma be utgized m the retame~ and reinforced tales rovidisd the 1, If the elevation, location, ~irchm'ge loading, grog g , Y P . i, under Section COMPACTIVE EFFORT ANfl FlLL PLAtt~MMENT. Backfill shod terminations. ~ ~
and stripping limits. . , reanfed earth sf a shoe es from that d rct~ on these ins, BIER Sand SILT exhorts the fonowin dtaracterrstre~: oP g ~ be placed, spread, and compacted in such a manner that min'anizes the
. all be b eoved Y g t 3. Prior to inrtrotion of fill placarrrent, the stepped orc~ sh o s shall be notified so that modifications to rile teaflnit:al dear can be . 1 Percent 00 Breve is less than 60% ~ } P9~ t development of wrinkles in and/or movement of the geogrid.
by an experienced geotechnical engineer or his autharized representative made if nece~ . • 2 Li aid Limit less than 40 ~ ~ GENERAL NOTES:
to aid in locatin unsuitable materials which r wire removal. q 9 al . . . 3j Plasticity Index less than 15 ON ~ ~ ~ B• Tracked construction equipment shall not be operated directly on the A. Alignment should be checked every ether course, especially for ~ -
4. If feasible raofrolhn , usrn o loaded dam truck havin an axle GE1dERAI.CONS'fRUCTI Q ~P 9 9 P 9 • 4j Angle of Internal Friction greater than 23 degrees FOR c geognd, A minimum f11 thickness of 6 inches is required prior to straight reinforced slopes. ~
weight of at least 10 tons, or srmgar equipment approved by c~~ation of tracked vehicles over the geogrid. Turning of tracked
' soft unsuitable 11. EAR'I"HSTa01'BES~INFORCEDVV1TIi'I'RNSARGEOGIUOS a the En meer, shall be used to identify localized or Unacceptable fill mataials include t~sog, organic materials SOH, Otj, high 9 r vehicles should be kept to a minimum to prevent tracks from displacing g, Drainage aggregate, reinforced fill, and retained fill shall be brought ~
materials that re airs removal, lasticit silts and da Chl Mfg and cogs not meetin the criteria of q P Y Ys ~ j, $ , _ G t the f~l and damaging the geogrid Rubber-tired equipment may pass up simultaneously, None of these items should lead another by more D l`-
STEP 1 DELIVERY, 5TORAG~ AND F1ANOtIN 5. An soft or unsuitable materials encounta'ed during this proofrolling the Previ~is paragraph. Y c over polyolefin geogrid reinforcement at how speeds (less that 14 mph}. than one course height. <C Z Q
shall be removed and replaced with on approved backfgl compacted to 12. Aex table fgl sails shall be defined as those sags meeting the design A. Stara and Protection c . eP 9e Sudden braking and sharp turning shall be avoided. Rubber-tired ~ ~ ?
the criteria outlined rn the section entitled COMPACTIVE EFFORT orameters and the re irements of this section. • P ~ Prevent ~cc~srve mu wet concrete. ox or other ddetenaus E 1• d~ ~ Y+ equipment shall not pass over polyester geogrid reinforcement. A C. Any geogrid damaged during installation shall be replaced by the ~ ~
AND FILL PLACEMENT. minimum f71 thickness of 6 inches is required prior to the operation of Contractor at no additional cast to the owner, Damaged geogrids shall J W Q
13 Oraina e i e shall be erforated or slatted PVC ' momrfactured in mater~ls from coming in contact with and affixing to the geogrid materials, r g P P P P~ a EXCAVATION SUPPORT AND SLOPES 2. Sto a at rein a#ures above -20'F -29'C . r rubber tired equipment over polyester geogrid reinforcement, be documented by the Engineer ~ ~
accordance with ASTM D-3034 or compgated HDPE pipe manufactured in r p~ _
1. Tern orar slo es shall be no stee er than 1H:1V. accordance with ASTM D-1248. Drain outlet ' es fared endicsilar 3. Roiled mat~ials ma be laid flat or stood an end. P Y P P PrP P PAP Y • C C. Short pieces of uniazial geogrids can be spliced using flat polymer D. Coated eo rids shall not be used if the cnatin is torn, sheddin , ~ Q ~
. to the reinforced earth elope shall be sot'rd sch~ule SO PVC, 2. Excavations shall be constructed and :braced in acc~dance with bodkin slats. cracked, punctured, flawed, or cut, unless a repair procedure is carried ,J o U z
current OSHA r uirements. STEP 2 - EXAMiNA11ON ANO PREPARATION out as approved by the Engineer. The repair procedure shall include ~c[
• EMBANKMENT SUBGRAOES 3. The Contractor shall not stockpge ezcavoted materials ar store equipment A, c II check the o 'd u on deliver to verif that the r -err ~ D. ~i I can be placed and spread directly upon the geogrids. If fill placing a suitable patch aver the defective area or applying acoating o
. the Contra for sho ge gri p y y Pop immediately adJacent to the excavation walls or slopes. All such materials 1, The embankment sub odes shall be Prepared m arxorde~lce wide the section t ' s been received, the eo 'd shall be in red b the Contractor to f placement techniques warrant, the geogrids can be secured in place to solution identical to the original coating. ~ ~ w
9r ma eclat ha g gn spec y shall be kept back from the top of the excavation a minimum distance q.EAR1NG AND SUBGRADE PREPARATION. ~ f of flaws or lama a occurri Burin manufactu ' shi in or handl'in . F prevent movement during fil! placement using pins, staples, sandbags, or ~ y.. a
be ree g rig 9 ~9~ PP 9 9 equal to the excavation depth. Where equipment ar materials must be small piles of soil. E. End-of-tali biaxial geogrid and erosion blanket overlaps shall be a ~
placed immediately adjacent to the excavatiai walls, the excavations walls COMPACTIVE EFFORT ANO FILL PLACEMENT minimum of 6 inches. End-of-roll overlaps shall only be allowed within ~ ~
shall be designed for the anticipated surcharge loading, or additional E E Spread and level the soil. D4 NOT DRIVE TRACKED VEHICLES ON limits of wire forms. ? U
• • ' 1. levelki Pad - B. 1, Color code the ends of the a rid rolls if more than arm type of geogrid is oracle must be ravrded to su art the antics steel sutchar a laadrn . g 909 E
9 p PP P 9 9 specified. Four types of geogrid and one type of erosion blanket have EXPOSED GEOGRIDS• (See STEP 4-B Above) Z . F. Retaining Wall Contractor will notify Engineer at least 24 hours in ~
A. Level, roofroged natural suface approved by the Engineer or where . MATERIALS P been s ecrfied. p f
approved graded aggregate rs used, compact to o minimum of 1. Geosynthe#ic Drainage Composite F. Compact the soil to the specified density using standard compaction advance of anp work by the Contractor requiring testing or observation.
95~ of the maximum dry density in accordance with AS1M 0-698, e a. The drama a cam assts shall consist of eotextile bonded to both sides 2. Cut eo rids to the lee ths shown on the construction drawings from the 9 P g d P actor ethod. 9 9 9 t equipment and procedures. The lift thickness should be great enough
Standar r m , of a of th ene net structure. Drainage products manufactured with a first rib to the lost rtb . lee the shown an drowm to eat include fingers. to ensure that sheepsfoot compactors will not come in direct contact
P Ye YI 9 9s r cuspated core shall not be acceptable. 2 Drains a re ate -Tamp and compact with a smooth date walk- Make the cut next to the heavy ribs that span the width of the roil, Thus, cut the with the geogrid. Typical lift thickness is 6 inches, .
9 A99 9 b. The minimum allowable transmrssivity as per ASTM D4116-95 shall be behind tam er. lee th of a rid will have ver short 'fin ers" of cut ribs at one end and Ian
P a g 9~ Y 9 g { equal to ar greater than 1.5 gallons per minute per foot of width at a _ • • other end. Gr Far curved slope faces, the primary geogrids ore butted ~
3. Reinforced F81 Zone Thrs tone shall be cam acted to a mmrmum of fingers at the f i ' ressure of 10 O00 ounds er are foot for o odient P confmng p p p squ gr edge-to-edge at the slope face sunless shown otherwise on the Z Q o
. 95~ of the maximum dry density obtained in accordance with ASTM c of 1.0. ~ 3, As material rs cut mark and to accordm to the I~ h and t e m construction drawings} and either fan out or overlap into the fill. ~ N
• D-698 Standard Proctor method to the end of the .ids. ~ 9 9 9t Yp I eel stren th of the eotextile formm the Bonet ~ ~ g~ c. The minimum allowab e p g g g q . Wa Q T' j
and stockp1e for later use. as per ASTM F904-91 shall be equal to or greater than 250 grams per 4. Retained Fill Zone -Shall be compacted to the minimum percentage of Q U Z a~
. inch of width. the maximum dry density specified above; c dr e ^ LQ.
C. the subgrade sal shall be prepared as indicated an the construction 2. Erasion Control System V J _ Y •-x
• 5. Fill materials shall not be placed on frozen or frost-heed soils. All drawings or as directed by the Engineer. Foundation sails shall be a, The erasion. control s rem shall con~st of a combination of larg-term . U ~ O ~
~ stir i Boras . such sots shall be isms}veil nor to continuation of fill rotrtms, ezcovated to the Imp and grades as shown on th aw trg e sk a P ~ nonde ridable erosion blanket, geogrid, welded-wrr ba et, rid/ar LtJ x x
g, directed by the Engineer. Overezcavated areas shall be filled with geotextde. 6. Fill materiels Mall not contain frozen materials at the time of fill 'n' um foundation sort shall be
compacted backfig material, As a mi rm , b, The erasion control system can vary based an sag types, slope angle, .placement. All such materiels shill be removed prior to Continuation II bar fll eo id Iacement. _ 3 ~ o LL
proafro eel prior to k r and g gr p climate, acrd uegetatian requirements. Supplier sherll provide specific erosion of fill operations. D W
controls rem desi n for a royal b the En sneer an a ' b-b ' b bads; . • • 'p~,pnINNH„~y ~
~ g PP Y g ~ D. Stri drains cons,stm of eos tic drama. a ram assts shall be 7. fll sags should be aced in lifts not exceedin 9 inched, p g g g P p( 9 , 3. Primary Geogrids shall consist of Tensor, Inc. geogeds UX1400HS & irrstaged nt la:ations indicated on the construction drowse s. The stn ,.,~,~~Cd6Rp~I'''~s a
9 P UX1100HS or approved equraalent. Alf geogrids shall be in strict accordance 8, At the time of cam action fgl soils shall be within 2~ of the c timum moisture drams will extend u slo a to instersect the on seal ode or as directed •,a' •'i~ESSiON'r 0 S ~@ ~ S 10B 2.1147
- - - - - - A f b P P g 9r A~ w e r
with the latest specifications furnished by the manufacturer. content, as determined in accordance with the appropriate Proctor Method. by the Engineer above the elevation of the lowest primary geagrid within . cm. DATE., MOM
the width of the strip drain. 1938 U} DESIGNED BY. BLB
w` DRAWN BY: KB
k~ f~GIN -%Q?.0 CHECKED M CWA
,•,'I''~k~~nn N`1~`;~9~a ~ SCALE: SEE ON SHEET / I SHEET NO.
RW.4
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