o ·~==::tt::r · F)ole (F-uture) /4"xH3"x1' 1 O" fc. HSS 3 " 1 x /A." ·r x , I ' g" , HSS II 2'...
80
F)ole (F-uture) /4"xH3"x1' 1 O" fc. HSS 3 " 1 /A." , ' g" x ·r x I , HSS II 2' -2" 3"x3"x I/ 4" 2"x1 "x~'\/16" it' 1 /2"x6" fr.- (2)'/ -weld Cop On End Of Tubes fyp> 11 1/2" ·, ' ' I "\ 1/ 0 .. " 2 ,l" 2'-6" p "- X _ 2 X _ / --,'L_ Holes I -------- ---- ---~ 4 ,,- 5" L_ong, 3/ 4"¢-- 1 ,--·-·-·-·- 1 2 \ ---- -------- < I I I I 1/2"Xl/2"X1' 4"-~- ~ 1/2" Spacer t3ar,(4 Req'd) ~ -----~-- 1 /2" Conduit Coupler Nut ne Drill Hole In 1 /2"-- Sensor I[. Weld Coupler Nut To Plate On Both Sides. ('1 3/ 4"¢ Coupler Nut X\ 5" l_ength,(8 Req'd) 3 1 /2" 5/8"x2 1/2"x2'--2" ft.- Q:. 4 Spacers, I[ Length, Typ. 1 /2"x 1 /2"x 1 '-4" g" g" 1 /2" 2' --6" ft_ 1 -- 1/ 4" x 1 s "x 1 ·-- 1 o" ~ ·~==::tt::r: Holt Circle. 15" Dia. Match the dia. of the pole rnanufoct1Her. Orient holes as shown. 11 1/2" 1/2" 1 /2' 4-" S , I -3/4" CCJ e: ~ 1 '-0" 3" v'.i Hole for cable/wire access. Grind or file edges. .3/8"'1> Holes For 1 "(/) ['Jolts. Verify octual size with F)ole tv1onufacturer. II @ :) 1 /2" c c (Tot. 6), Center ot Insert --Norrnol Roil Reinforcement (Tot. 1. Miscellaneous steel items in the structures shall be fabricated from structural steel conforming to ASTM A36 or A572. Welding shall meet requirements of AWS D 1.1. The finished fabrication shall be hot--dip galvanized in accordance with ASTM A 123. 2. All Bolts, Nuts and Washers shall be /\325, and shall be galvanized. 3. All IISS Fs:ound or F~ectangulor Sections shall conform to ASTM A500, Grode B or C structural 4. /\II welds sho!I be ·t/4' minimum effective throot welds, or to the thickness of the smaller materiel being welded, whichever is smaller, based on 70 ksi electrode strength. HSS members may require flare bevel welds. 5. :3/4'' Coupler Nuts shall be s· minimum in length, and sholl meet the requirements of A325. 6. r3olts to connect the Brocket to the barrier cdiall be ~I 1 /2" in length with washers. 5 f3ur x 4' o" 7. f)ole fviounting llrocket is for following conditions: @ S" c c (Tot. 2), Center ot Insert Deportment oi rcmspor totior, 3803 North Main Avenue Suite 200 Durango, CO 81301 Phone: 970-385-1440 FAX: 970--385-8365 [J/\ 1. Maximum wind velocity of 100 mph. 2. Maximum height of pole not to exceed 30 feet from top of mounting bracket plate. 3. Top of pole shall not exceed 100 feet as measured obove the local ground elevation. 4. Horizontol projected area of instolled equipment shall not exceed 4.5 SF- mounted at 27 Feet above the top of the mounting plate (or equivolent produced moment). 5. Base of the pole shall not exceed 8" diameter, Bolt circle sholl not exceed 15". As Con~;tnJCtcd f\Jo. /Code No Revisions: 11 /1 /09 SENSOF-z POLE ANCHORAC[ NH 1602-114 Revised: P-05-Y 16042 Void: Sheet Number 346
Transcript of o ·~==::tt::r · F)ole (F-uture) /4"xH3"x1' 1 O" fc. HSS 3 " 1 x /A." ·r x , I ' g" , HSS II 2'...
F)ole (F-uture)
/4"xH3"x1' 1 O" fc.
HSS 3 " 1 /A." , ' g" x ·r x I ,
HSS II
2' -2"
3"x3"x I/ 4"
2"x1 "x~'\/16" it'
1 /2"x6" fr.-(2)'/
-weld Cop On End Of Tubes
fyp>
11 1/2" ·,
' ' I "\ 1/0 .. " 2 ,l" 2'-6" p "- X _ 2 X _ / --,'L_ Holes
I -------- ---- ---~
4 ,,-5" L_ong, 3/ 4"¢-- 1 ,--·-·-·-·-
1 2 \ ------------ < I I I I
1/2"Xl/2"X1' 4"-~-~ 1/2" Spacer t3ar,(4 Req'd) ~ -----~--
1 /2" Conduit
Coupler Nut
ne Drill Hole In 1 /2"--
Sensor I[. Weld Coupler Nut To Plate On
Both Sides.
('1
3/ 4"¢ Coupler Nut X\ 5" l_ength,(8 Req'd)
3 1 /2"
5/8"x2 1/2"x2'--2" ft.-Q:.
4 Spacers, I[ Length, Typ. 1 /2"x 1 /2"x 1 '-4"
g" g" 1 /2"
2' --6"
ft_ 1 -- 1 / 4" x 1 s "x 1 · -- 1 o" ~ ·~==::tt::r: Holt Circle. 15" Dia. Match
the dia. of the pole rnanufoct1Her. Orient
holes as shown.
11 1/2"
1/2"
1 /2'
4-"
S, I -3/4" CCJ e: ~ 1 '-0" 3" v'.i Hole for cable/wire access. Grind or file edges.
.3/8"'1> Holes For 1 "(/) ['Jolts. Verify octual size with F)ole tv1onufacturer.
II @ :) 1 /2" c c (Tot. 6), Center ot Insert
--Norrnol Roil Reinforcement (Tot.
1. Miscellaneous steel items in the structures shall be fabricated from structural steel conforming to ASTM A36 or A572. Welding shall meet requirements of AWS D 1.1. The finished fabrication shall be hot--dip galvanized in accordance with ASTM A 123.
2. All Bolts, Nuts and Washers shall be /\325, and shall be galvanized.
3. All IISS Fs:ound or F~ectangulor Sections shall conform to ASTM A500, Grode B or C structural
4. /\II welds sho!I be ·t/4' minimum effective throot welds, or to the thickness of the smaller materiel being welded, whichever is smaller, based on 70 ksi electrode strength. HSS members may require flare bevel welds.
5. :3/4'' Coupler Nuts shall be s· minimum in length, and sholl meet the requirements of A325.
6. r3olts to connect the Brocket to the barrier cdiall be ~I 1 /2" in length with washers.
5 f3ur x 4' o" 7. f)ole fviounting llrocket is for following conditions:
@ S" c c (Tot. 2), Center ot Insert
Deportment oi rcmspor totior, 3803 North Main Avenue Suite 200 Durango, CO 81301 Phone: 970-385-1440 FAX: 970--385-8365
[J/\
1. Maximum wind velocity of 100 mph. 2. Maximum height of pole not to exceed 30 feet from top of mounting bracket plate. 3. Top of pole shall not exceed 100 feet as measured obove the local ground elevation. 4. Horizontol projected area of instolled equipment shall not exceed 4.5 SF- mounted at
27 Feet above the top of the mounting plate (or equivolent produced moment). 5. Base of the pole shall not exceed 8" diameter, Bolt circle sholl not exceed 15".
As Con~;tnJCtcd f\Jo. /Code
No Revisions: 11 /1 /09 SENSOF-z POLE ANCHORAC[
NH 1602-114
Revised: P-05-Y 16042
Void: Sheet Number 346
THFSl f'U\~!S N,f TU m usrn IN CCJf'I!~G Df< f /\JLS, f'l,lCAST f'Ai~U THIS SET [lF f'LANS. Gf<CJUND N/1[1.
llCJCJi< r\ WAIL. PU\l~S. liClPl/CJ~iTN /1ND VGcTlC/\l. CUJfAl mD f,f: fl!f\1\I V/1\U D[Tl\ll S Af,E T[J C[JNSTfWCTrn
ADC 1\, __ fl[ ClJNSlf,UCTU) USING [l[J[JK 4 - WAL.L. f'U\NS.
GENERAL NOTES FROM BDCJK /\S fff.QUmFD f!AS f3[f~I
Af)f>LY I U ffl!S SHU:i.
[Jf f>[ANS, AS N'f>l!CAE3LE:. ADDlf ][JNAL. iNf DFcM/1 TIDN,
Hm F:NGINfTf,lNC GUlU)GY, Fff,rn i [I iJ[l[JI< 4 WAU F'l.ANS.
frn, SHWCTUf,N CUNCl,l<H CUAi [NG Clll ems, llET!J~ TD [3[JDI< 1,, Sfi[TT 1H3.
TII[ HJU [JW [NG I AElLf. G]Vl.S Tl fl MIN!tvllJt~ 1./\f) Sf'IIC[ UNG TH Hm U'DXY C[JAT[l) f\E!Nf cmCING 13/\f,S IN /\C:CDF;DAl~C[ WlTII SUIJS[CT!UN 602 06. fill.SL Sf'IIC[ ir:NGTIIS S!IN.L m: INCf\[ASU) [JY EJN,S SF'/\CTD /1T USS l HA~I 6" lll~ C:ENHI,.
E3/\F\ Sl/f:
Sf>l.IC! 1.L~IGilf llm Cl.ASS El C[ll~CfffH
Sf'UCF: U.NGlll Hm Cl /\':;S D CllNC!<f
1'
#6
711 )'· 511
/f/ f/c3
~s I - 511 1 __ 511 51_
WIIEN i fl[ CLJNTi,AC i IJP U I CTS TfJ SU[lS Ef'UXY CU/IT[[)
/19 iO 11
[311 l' -211 tl' ·10"
Hm GLACI< fd H~f Ui<CH~G FJN\S, fl: 1/,Il~ll~Ulvi I /11' ';l'UCC: SIIN . .l.. Ul /\S DESCfWll<D NJDV[.
Ill[ f[Jl_l[]W]NG INllf Cl\/FS Tif[ MINHvilJM 1111' Sl'UC[ l_[NGIII rem [l[./1CK l<flM(lf<CH,G UA!<S i'LN:[D IN /\CClml),1\l~Cf WI iJrlN l307 Cl!i. l!Sl ';l'IJCI lf!~CfllS Sl!Al I fl[ iNCl,U1Sfl) llY 7'.>% Hlf? ElAf?S Sl'/\CT!) J1T L l.SS i fl/11, 6" fJI~ CU,iU,
LF:i\JC;Tf i Cl 11:;'.; f3 CllNCl?l ! f l' l"
Sl)l. IC[ l.U,C ii I Hm Cl /\SS L) ClJ1\JCi<f-- < 1- 111
Ii /\[J[J\/1 !Cl [[1,IGTIIS 111/\Y !l[ IS ci" [)II C!<IAT!:f, [JN
F--.r-
LL
I i /\C'.f [3/\CK F r- /\~\ F /\Cf
NlUT 1/,[ N l Nf N, f 1\Ct
i I fl,l
II SUl f- iS f N, i
#6
11
711 l'
It II ~) I -()ll
7!··-f)II
l I y
f'1V,US: Lf,fil STFll~Cffl 1 liM!; S,/1f & SU\VlU IIWT
CfiliTC!ii,lCN ll/\1/\: W/\(J_ r-·uuND1\·rIC1J\J l}i\) Cfr'Df\[JCK LJL TllM\l i3U,ilIW; C1\I' /\C:iTY f\LSlSTAi\JCt:: F/\CTLH< f [)F\ lJl Tliv!/'1IT ClllTf If IH llf i !,
l i ,'.,DO 0. :,
0. ~)~S o.il',
#10
10" I ~-1 () 11 ;)1 1111
,Y--t111 '· .1011
Ul'-lStJIT /\tH t f [1Uf'.JD/\-i [[11\i t-,'i/\ i f_J(I/\l l!\Ll f\t-Pl \YI Ti' li\!Di\ lfJ>-1 Ml\rE-JdN Ihl /\CCUi?~)/\1\JCt Wl-ff·l ?Ot>.CLS [)f fl T /\hH);\F~D ::;PLC IC/\l [fH"!S.
!\f.l!,iCmCfl)
Ct /\SS t3 CUf~Cf\L ! f_:f 1c D C[Ji\lCf\f--i
f,f INi [lfiCi1'1C SI
INDEX OF DRAWINGS SUPPL[tv1ENT !IL. GENf:RAL NCJT[S/SUMIAAF,Y CF QUANT!Tl[S
Gf<ClUND NAIL WALL p ·05·F PLAN & ELEV All[]N (1 OF 3)
CROUl,D NA!l WAU_ p 05+ f'LAN & EL[V f1Tl[]N (2 DF :sJ W-4 GRDUl~D N,\ll. WAl.L f) 05 F f'l_AN & [LEVATIDN (3 DF 3)
\V-·5 Gf,DUND Nill L WALL f>- 05-K f)LAN & ELEVATIDN (1 DF 2)
W·6 GF,DUND NAll_ WAL.L. P-05·-K PLAN & [l[\/ AT IDN (2 OF 2)
W· 7 GRDUl~D NA!l. WALL ARCHIT[ C TUR AL DETAILS (1 [)f- 2)
w -8 Gf'<ClUND NAIL WAL.L AF,CHIT[CTUF,AL DETAILS (2 m· 2)
W- 9 GRDUND NAIL. WALL Pf,[CAST f'/ll~EL DETAil.S
w 10 CRfJlJND NAIL. WAL.l. CCJf)ING DET All.S
\fl 11 CRlJUND Will_ w AU. tvlISCEU Al~rnus l)[T Al LS
SUMMARY OF QUANTITIES (PRJ;__CA$T PANELS AND COPING)
Description Units
CY
MJtvHllR ..
i ICm [JftJlfT!\ll l[)fNT If IC/1TI(!l,1 .
Wall P-05-F
T/,:,CO
20,//0
Waif
Sheet Revisions i----D-,J-t c-, :-·-r----C-o_rr_w_, 1(-;r-, l-s --~-I-ni-t.~ c O IO rad O O e part men t Of Trans p Ort at i On As Constructed GROUND NAIL WALL
SUPPLEMENTAL GENERAL NOTES/ ject f\lo./Code
."180:1 Nor!h Main /wcnuc Suite )()()
l~o flevision,;: 9/ \ 0 NH 1C02-11 1, !------·------·---·-} ____ , __ SJJMMAED:'.......,."'-r---·"'"'-','-.Lll,LL'-. . .L.d,.....,."-. ... ----1-----··--"·--····-·-····-·-----·--l
crJ f~eviseci: '.6042 F(
EJA Void: \Vl of l °l 341
t>ClO
Cv
~;pocin~J (1--Jorriinul)
CJD
"()" 011
Fxis ting h;[JV/
30!+00
DllClD
Cround
I 40() f C)C)
Existing ROW
Woll P" 05+ Linc
Sheet Revisions r---r---~,;.,..;.;c:....:o:....n;_,r:....nc:.:,n,;;t.:..s:::;..:::;:.___,..._
1n-it-.~ Colorado Department of Transportation
t""""''''"'''''-'''-t··--·-··-·--·-"-"'--····-·-+·'""'""'--1 G?&d) (} Tl ~'"'--"-''"+-•·"-''""'"'"''''-'"'''"'"-'"''"~-•-••"-'''~ ~:::::.~~
t,-.cJtMbk s~ f;-,.,1,x:JrJ1t..1:<~1
Region 5
:rno:s l•Jor th Suite 200
Cll
EJ/\
:S99+DO
As Constructed i\Jo f~evisions: 9/10
Revised:
Void:
GROUND NAIL WALL P-05-F PLAN & ELEVATION
F
CURVE DATA
6 "" 12° 33'12.34" D 5° 49'32.53" T ""108.17' L. ,,215.48' R ··983.50'
~"~:_4 6 8° [) :.,o T "'75.M' l. "1:iO DO' I, "·993.14'
ARCHITECTURAL BANNER:
([) 3 IAountoins @ 2 l,1ountoins
All other Ponels hove no Hountoins
661Cl
66'.J()
6:)90
/0
6540
Project No./Code NH 1602-··114
lGCJt,2
348
I
G64 D
PVI i op of Stci. 40 i +94
(;;
G'.i ID
js\ (,J i ()'
170 1 ··011
I ;1_'.,:l C1 nciinn oui1ci)
D l[)
r') N
Sheet Revisions Dote: Comments ]nit.
.............. _ ... , .. t·-·············--············-··--·--·---·--·-· .. ··--l·---.... -·---
Fence (to be removed)
4()(il ()() ELEVATLQ~ /105+00
Department of Transportation 5803 I\Jc)rth 1Vioin /wcnuo ';uite 200 Dur C!l
Fxisting C:ound L.ine
Af~ CH IT EC TUR AL 8ANNE8.;
(/1) j ffounto'1ns 7 ~Aoun loins
As Constructed No f,ovisions: 9 I IO
404 H)O
GROUND NAIL WALL P-05-F PLAN & ELEVATION
iUp Of
31° :i:3'43.6}" D 9° 56'18.80" T ~164.74' L <S20.9:S' R •
0 576.50' I
Precost f'onel
6640
6630
6620
6610
f3GOO
("-.j - ........ -~ l, I --0:
,i o:s+oo
I :.C_.,>J : . ~ Cf·~
I • C,J i (' C) : . ./ ~·
5580
<( GS 70
(/)
- 6550
Project No./Code Nil Hi021i
16047
t hJu nbcr
l.x'1slinq f'ropc,ty !..inc
10'
bt))C)
GC1U
EC CJD
GO 1\ il t ()() 10 f CJ()
i)rint Doto: CJ/):S/?010 iic Norne: 1f)04/F-
flori:. Scole: 1:1 Vert. '.,cole: /1s
05
Too of L_evciir)g Pod r yp.)
Region 5
ting f\CJW
.S?O'· ll"
f lev. Ci'.)9/ C
09+()0
409+00
309+00
EJA
Fence (to be removed)
:> @ 10' O"
Top of
Ucv. Gf,?4 .G4
(/)
.'l!
<lCJfH?O
As Construe No F<evisions:
Void:
N
CURVE DATA
(~:-Z 6 31° 53'43.67" !l 9° 5G'l8.80" T =164 74' L ·o,3?0 93' R ··576.50'
c. 3 6 9° 15'.%.42" D 4° 40''.>8 59"
··99.09' L ·19/.74' f, ·1223 50'
ARCHITECTURAL BANNER: 3 ~vlountoins
Ql) '.) IAountuins
All other Pone ls hove no Mountains
G640
CG?O
(ib(J()
GROUND NAIL WALL P-05-F PLAN & ELEVATION
Project No./Code
1G0<2
350
13530
6520
65i0
6500
6490
6480
f'rint Dute:
.. J
(') i~ LG LD
(Gos l.i:w
/ Sonitory Line
I
r· Woter Line
I [xis ting
I :o ! :? ' LO ! sq-
<(
l:.~[)~---V-~~~i--~~~---1,:__-¥~°'-~-L.~~~L...~~--~:::,,_.~-4~...L:::::::Ct-~_L~L'.:~~__L~~~~i~Y'"i~JL:..:::::,,--:::~:::==~==~==~~~'.::::::==:'.===:::=:=:~==~~~-;====::::=:~==::::======:::==::=:=~==::'.==~· t:; Q.) (!)
P·05K L.oyout l.ine CURVE DATA
~:J !\ 2° 13'46.18"
1° 08'45.:SO" 97.29' 194.56' '..i000.00'
('} l0 1 0 1'
()1--() 11
()()
fl.C.i .. us 160
Sheet Revisions Dote: Comments
4
lnit.
4:1100
·:>p of Copinq
ELEVATION
Colorado Department of Transportation ~.)· () 'Pl :1803 NCJr· th lvioin /wcnuo ~ 1, Suite '.)()0 -..---............._ ,,_.,......~..._ f,JJ.t.klUbA i) itA-6?CR,.d,Si1 l tr() F /\X: 9 70 -~SE:;5···8305
Region 5 EJA
4HOO
D T l. r,
6 [)
T L r~
6° 30'29.35" 1° ?b'Ol.66" 22?.04 1
443.60' :390:i.30'
ARCHITECTURAL BANNER:
(0 3 l,1oun to ins 2 Mountoins
All other Panels hove no Mountains
!o ,O 1+ 'LO
6530
G520
... -···--~---····--·-··-·-·---~~·~·---~~·~--~sq-~~
G510
G500
of G490 i. (:veiiny r1 od
64b0
OU
As Constructed GROUND NAIL WALL P-05-K PLAN & ELEVATION
Project No./Code
No 1,evisions: 9/10 Ml 1G02·114
VCJicJ:
5530
G520
GS!O
GSOO
6400
G480
r :)p ;) f Copinq
OU
Lim:,
l cvclinzJ f-'cid (T
line
r·sonitary Line
Line
16()
1s+oc
K
i Ir
Sor\i\ary Line
ting Conusle Culvert
6530
552()
65i0
5500
5400
5480
ROW /
+
'
CURVE DATA
6 D T
6° 30'29.:SS" 1° 28'01.66" 222.04'
L. 1,43.60' F .. 3905.:SO'
ARCHITECTURAL BANNER:
@ 3 Mountains 2 Mountains
All other c'anels have no !Aountains
~~~~~~ ~~~ ~~~ .. ~~~~~~ ~~~~~ ~~~~~~~~~~~~~~~~ ~ ~~~~~~~~~~~~~~~~ ~ ~~ ~~ ~~~~~~ ~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~ ~
GROUND NAIL WALL P-05-K PLAN & ELEVATION
Vert.
i'rint Dote: 9/:U/1010 ........ - ......... . Nornc: 160'17K
~---··- -----·--~-................ ~---·--·--·--···-~·~ floriz. Scolc: 1:1 :~a f\evlsions: 9/ IO
Sheet Revisions 1,.-__ _,,,,,;;.,;,,,;.~~~;,.;.;;;,;,.;.;;;,.;.,;;;.._,,. __ --1 Colorado Department of Transportation
Dole: Comnwnts ]nit. ----- ~ :SElO . .S ~Jor lh Main /wenuc
+ ----·--··-····-.... -·-··-----~~-.... ~-4 ~-=c·=..-~cJ-'7.,'1 11111 1 Suite 700
CCJ BUOl <Sb'.i () (;,, A>HihA L.,, kw~M¥f ,...f.c-N
Project No./Code As Constructed f~H lt302·114
r~evised:
R 5 EJA Void:
(· 2") /
(CJ)
O"
Print Dote: 9/?:S/?010 File Name: 1GCM2K WoliDctoi!s 01 lioriz. Scale: 1:1 Vert.
111 Chornfcr ot
l~tn. Bcinner Texture #:l Scmdblost Typ.
( 1")
#14:·) Colorodo Drog Aggregate
(0)
See G11 l:3ond De toil
SECTION@
F)cok and (:S) f)eak · f)onels only
r·
(:S) f'cok s!10wn, (2) Peak ond No /,,1:TN. t3onncr sin1ilor
i" 111
PET AIL@ Joint Dcloil
ot 111'.1 Colo. Drc.icJ
As Constructed No f<evisions: 9/10
EJA \/oid: Detailer:
.Joint Oe tuil cit. Elockgrouncl
be r·r1odificd tion /\
NOTES:
l. For structure concrete coating colors, refer to Sheet 116, Book 4.
2. For (2) Peak lvlThl. Bonner texture and no tvlTN. Bonner texture, see Architectural Details Sheet (2 of 2).
3. For top of panel slope, refer to Wall F'ian and Elevations.
GROUND NAIL WALL ARCHITECTURAL DETAILS
Project No./Code M, lb02·114
Sheet ~>.Jbset: Wuli Subset Sheets: 'vV/ of 11
)"
( 7")
( l")
f)rinl Dole: 9/2.V201D ---------··--·----·····--~--------·--··--·--·1
f· ile Nurne: lCCJ4 71< WCJIIDctoils.
f loriz. Scoie: 1:1
(0)
Background Texture 1/1 L.ight Sondblost
1" Chamfer al
l·liln. [3cmncr· Texture //j f Srmdblost i'yp.
( l")
//11+5 Colorodo Dr OCJ /1c1gr crJG le
(0)
Sheet Revisions j.....,,. __ ....,.,,.,;;,,.;.;.;;.,.;;..:.....;..;,..;;;_.;,,;.;;,,~~----1 Colorado Department of Transportation
Dote: Cornrnenls 1nit.
Region 5
580,~S ~Jor Lh tv1oin r'\vcnuc Suite 200
Cll
EJA
( 7")
FINISHED. FACE WITH NO MTN. BANNEf~ TEXTURE
NOTES:
1.
As Constructed GROUND NAIL WALL ARCHI CTURAL DETAILS
No fZevisions: 9 I I()
r~evisccl:
\I oid:
1" Chamfer at licol
Typical
(-1")
:.i Colorndo Dr uy /1ygr ego te
(0)
Project No NH 1607 114
lC-042
l~urnbcr
f rr:,nrt p'cr"1',c1r1ci)
u L ()
f)rint Dote: 9/?3/?0lD File Nornc: ib042 IVD3'.)~
Hcxiz. Sco!e: 1:1
Dor ;\ C'.'-Y Fq. Spo. Aile mo le Above ond
Vert, Scolo: 1\s
ur i,1
Do le:
x 0 [
() I
;::-) t for
i'" Coil Uolt.
C, Q)
> 0 ()
Uottorn c1f
ric 0.~17'.i"* Shern l'3or lo Hock f oce #4
C[JIL INSERT D[T AIL.
Scale 1"~1'-0"
Dor /1 01 f q. S;lo. l\!ternote Above ond
Ponels with Slope Top
[~;[CT][JN N~Ulllf';S
(4) b ton
f 1:::.mcl
I -1
Doy ton ~)uperior/ F'.ichrnond F icct L.ift P·<)7 erection onchors or cciuu!.
Sheet Revisions Cornrnents !nit.
3803 Nor, th t~oin ,!\venue
40 FM<: 'J70 .53b KSb:i
Region 5 EJA
I
\ \
\ \
I I
As Constructed ,~o Ftevisions: 9/10
Void:
l~
Top of Pun cl
2'--0 11 + vcrlicol offset
See
Coil ]n,;er t (not shown for clority)
111/Ljll
l- Spo
I
;'.\djust #5 lutetoliy to ovoici rnux u::vt<1!
/djust to ochieve 2 11 c:ieor to fur-r-n See De toil t3··1
Notes:
GROUND NAIL WALL PRECAST PANEL DETAILS
Project No./C NII lb02 114
(
!!4 (9 Toto!)
l"
INST ALLA TIDN DETAIL
1/4 '1;
COPING E VATION
As Constructed Ne) f~evisions: 9/10
Region 5 EJA Void:
/f4 @ 1'··0" max spa.
Cut frnnt leg ond rnove bor down ol fleccssed Chute
l~otcs:
Concrete Closs El (Woll)
f~einfor Slee!
' Coil F~od Grode 100 vi1th EJ-27 l,Jul wo;;hers
Tcrnporory connection coil rod strut is odequate
up lo wind speed 75n1ph; Coping rnust be c0n1plctccJ
to wind speeds exceeding 7 Srnph.
GROUND NAIL WALL COPING DETAILS
Project No./Co NH 1602 114
15042
Sheet Nurnber 356
3~,, ,~Jl@ 114
12
#4 (b
LEVELING PAD REINFORCfNG-
it Dote: 9/?:5/2010 f'ile Nome: 1604 ;if" WcillDetnils OJ Horiz, Scule: 1:1 VerL
Shotcrete
Void Conucle
CJS shO'Nrl
(N)
\ \ I I
Joint t,~oteric,1 plocemcnl
Woll L,llL,, (WY ffi)
LEVELING PAD DETAIL
()"
()" (MirL) ,J
1f (Totul)
L.cveiinq r,c'1nfor'c'1n9 yp )
Sheet Revisions Cornrncn ts lniL
[)od on
WORKING POINTS (w:P.2
/fl Wolll, lH,
#2 Front Foce of F)onei at top of L.cvcling f)ocL
Region 5
Shotcrctc-
Top of Coping
rop of
- - --
EJA
UnclisturbccJ Soil
Precust F'uncl
SECTION@ (Copin9 not shown)
As Constructed 9/10
HevisecJ:
@ ]'-0" f~OX, (N)
of Concrete
End or Be9inning of Weill
[,eveling Pod
/f4 @ 11 --0)l 't~ox, coch way (Typ,J
F~cn1ovc Shotcr etc (c3 11 t·./iin.) ond Cleon ond leovc f?einforcing in piocc
L Void Concrete: If panel hei9ht S 15 ft void concrete in rnoxirnurn 2 fL
If l is > 15 ft, void ,3 ft. Conue\e
in frst lift must be hardened before next lift in ploced,
2, F'loce void concrete ofter poncls me securely fostened to shotuete,
3, [xcovotion for return woll sholl not cJ',sturb soil odjocent to soil nails,
4, Leveling pod undisturbed Where bedrock not Engineer will l)e notified prior to proceeding with construction of levelin9 pod a\ soid locotion,
'.',, Concrete used for levelinCJ pod, filling void, ond return wall sholl be Concrete Closs f'L
6, Perforo\ed droin shall not be
to cross pod,
shotcrete pod
CL
7, Hi9h non shrink qrout shall be placed ponels ore set ond before void concrete · Grout sholl be opproved by
8. pod steps l\ or t3 cun usecj rnoxiinurn step height shov,Ti
on details.
GROUND NAIL WALL MISCELLANEOUS DETAILS
Project No./Code NH 1602,JH
t: Sheet Ncirnbcr 357
r~uc:-1 Uf\f· t• XC/\V /\I /\I\J[) (j/\Cf<i '.:.)} !J\l l [if_· If\] /\CC[JFD/\l\JCt- \'/lT[\ Dt /\H.'::~ :;ilUWN lH~ rv1.s.E--. W/\t l_ D[- T/,IL S (1 CJF j),
STfiUCTLll~/\l_ f, CUM If,!C CUl lJf,S: f,I i
Ill OLJ!f\l D
lllJlll< I;, Sf I[ I i 1 !6
!C/1TfflN Lc2U.
/\I.I f!f_i!'1i (JicCIMC ';I[ ,1 ii\\ l ill [fl[]XY Ul/\ I l ll LJ~IU
l f i l
Ii Hll.l.ll\'/INC i /\UU l Vi ; ,'II l,;lil,li'vllJl;I !1'1!.[JF~Cll\JC 13;\f-\~; f)l !\Ct-'.) II\! /\CCUf?D/\NCt-: NG I I IS :iHI\I l fli !i,Cl,1 /1Sf D tlY )'>% f !JI!
!\!CTI I f (Jf\ C[Jr,!C_:f\l l t
hJC: ; I ' i Ji!
I'
/ II
l_-ile t,Jorne: 1604 2 T
\V! Tf l U/\f\S
?' !Cl"
)'.'i
';) '//
1'1Gill f[H [YlJXY Cil1\ill! I l[)N GO: OG. ICI
/11 lil/11~ G" !JI, Cl f,Tl_fi.
1D 11
/'
!1"
Sheet Revisions Cornrncnts
1\!,U Ditvlr:NSICJWi CD!,T/\lf,IHl IN f'l_/11,S N<E: Cl\LCULAlFD F f<Ul;I FIUD Y.T:ll crn,11u,crn1-;: SHALL VfiWY !\II_ l)fYE:1,DtNI Dll&NS!lll,S II,
!U.D m:r cm1:: cmDUW,G rm c 1\Bf~ICMING N,Y W1TU,lN -
ii IM [Jfllv1/1T!Cll, SH[)WI\J [JN Tf!FSI f'LJ\~!S crn,crrm11,c I[ TYf'[ A~lll UlCATTCJI, [JI Ul,DU,GfslJLJI\JD UTIL ITI[S IS N[H GUAf,111'1i icU) Hl m: /\C'.CUIU\il: UR N_l_ [1,JCL_U'.;)VE. IF CUNTFU1Cl[lfi JS f,l'.if'LJl,!Sllll [ r·rn, MAl<lf,JG fl!S CJVm Lil TUilvlif,!M!IJN /1S T[J TH[ IYPf N,!l [ UU, i l[JI\J [)F LJ!\j[)[_ fiGRUUN[) UTlL !Tl[ S /',S IV:AY fl[ 1\JE:Cc SSilfiY /\VlJID [)/1l/1!1C[ Tl Ill\[ 1 ll. TH[ crJl,TfV1CTCn SHAL_L. CONT!1CT i Ii[ LJI !U IY N[JTIFlC/1T![lN C[NTU< [JI AT 1 eoo 9:,:7 198/ /IT l[/\ST 7 D/\YS ]1,CllJD!NG iHE: i)J\Y Uf 1,1rr IC1\1 i N\JY I SC!\V 1\T!UN CJ!\ [JTI Im IW(Jf!K.
DESIGN DATA
rnri [JURIED UTILITY ]NFDIIMAl IDN THREE (3) BUSINESS DAYS
BEFORE YOU DIG CALL 811
(or l-800-922-1987) Ul IUTY ~IUTlflCAl lllr,
cunrn LJF COLDRN)[J (UNCC) www.uncc.or
:1 ''.)
RETAINING WALL TYPES
INDEX OF DRAWINGS
\Al ,, -1
IV-2
w--..5
'" ,\
w :)
w 6
1,1/
" Vl b
w 9
\V- ll
1·r IIH\J \'/· l:S
SUWM\1-;Y [JF OUNHJTI[S lUC/\llCJI, f)L_/\f~
T/\lf~INC \\'/\LL /\T US Wiil.i.. 0'.J T G['NF;U,l_
i,f i /\Il~Jl,JC Vi /\l I Al WN.L. T GI-NUU1l
of 2)
of 7)
T/\H\'.l\\iC \'/,i\\ 'l_ 1\/\1/e /\ UF;IDCF \V /\l.! F)--0:),.hf< 1::;f_-_hfr:F\/\L. lJ\YUU r
H.S.t W/\1_1
\'//\(. l
~!\ _ .L\h! t BO
[)[
of 2)
S ('.J of 2)
RETAINING WALL TABLE
Colorado Department of Transportation As Constructed F,e to-,nirHJ W oils
flor·it'.. Scole: 1:1 Vert. Scale: /".s ·--------------+----------------------------·---------·· KMRn 58CJ:I ifor th !~oiri /weriue
Suite 200 Dur Cll BL\01
GENERAL INFORMA TIDN '"o f<evisions: 9/ IO
:==-.~ v~hkh,lb~UZf,j,JN
Region 5
f~cviscd:
EJA Void: Shcc t Subset: Woll Sheet Nurnber 358
Item No.
SUMMAF~Y DF QUANTITIES
Description Unit F\etaining
Woll W AU .... f)·Q5-T
Retaining Woll
WALL ··P-05-AK --·---·~1-----·--·-------·---------->----·-+----·--t------·--l
CD ~---------r~---~-~~=.:...:c·===-=~~·-=--·~=··=····~~·~------·-··-+--=·---+··------~-~-'-'--·-·--·~----·-·:·~-~--1
~ ~---==~--r~~=-=-~=-~·~~--0~,~~~'---··············--·---··--4·--'·~--+-----~·,~----1------··'~~=-•··-··---l
~
CD Includes Precost Corners ~ Coping Quantities for Retaining Wall
~ Earthwork Quantities for WALL --P-·05-AK are shown on sheet 54 of Book 4
f'rinl Dote: 9/2:1/2010 File Nornc: 1604? lloriz. Scoic: 1:1 Unit lnforrnotion 0221
Retaining Wall -WALL-P-05-AK
Region 5
~Future Woll Extention
I DCAITON Pl AfJ
Transportation :>803 North Main Avenue Suite 700
C[J
EJA
As Constructed No f\cvisions: 9 I IO
Revised:
Void:
SUMMARle6WnOU~NTITIES LDCATIDN PLAN
P 05 T ·f' {)5·!1!<
of\:':,
Project No./Code NH 1602--114
Shec t Nurnber 359
Woll I rn
Hc(Jin Wul!
9 i9J.tl:S
,, '-' /
/U
C3C'.JU
(i(3 0
10 f-00
ilc Nome: lfj01f 2 T Ccnl Do tc: Horiz. Scole: 1:20
US 550 flridcJC I ICL US 5:)0 -~
Str P 0'.)-AG
Under drc1in US 5'.)0 Sta 26:)+n.:n
m·isr:r 89.SO'LT /'.y2° 00'00" Woll Lill 11+/'.J.00 US :)~)0 Stu ?GG-t11.~)C)
I~ 121:SOl'/647
L. 2319606.208
Upper
under
Top of VVG1 1, Top of Pnnel
LJr1clci i1n
11100
(Token /\long Woll flCL)
Sheet Revisions Colorado Department of Transportation Cornrncnts ]nit. :secl3 t,or th tJ,uin /\venue
O f /\X: 970 58:i·8565
EJA
Bottom of Woll Dot torn of Pone!~-Top of Leveling Pod
·:Ir
1)1()()
Woll
US :S50 Sto 265+/~S.?6
CJFTSU t,2 70' fd
1, 1212995.721
As Constructed No f,cvisions: 9 /IO
RETAINING WALL AT US 550 WALL-P-05-T GENERAL
Revised:
Void:
N
j l
US 550 S\o 266+20.'/2
lJFTSU 24.63' RT I, 12L5045.533
2.319725.291
5680
GL3t30
(i5 0
)i
·ect No./Code i~H 1602-114
16042
Shee l l~urnbcr 360
V/ull l.uyuul !
f'rint Dote: 9/73/2010 F ilc Nornc: 160/i 2. \VY001 Dote: Horiz. Scolc: 1:20
US ::i:JO Flr"idgc
Str P 0'.·, 1\G
(See Dricl9c f'lons)
Wal! l.oyout l.ine·
Top of Woll
Uottorn of \Voil r l
L cvc!inq
Sheet Revisions Cornrncnts !nit.
Region 5
/1but.
)]'·-()" Soc Sheet W-12 for ~\L \/clue
f<lcv. 66 ;(i .l::i
Coissons & C(. Sleeve
[iottorn l'1rnit. of rcinf~)r·ccd ~~uil
Sto \lfl[i ~so to 11+84.0CJ
As Constructed RETAINING WALL AT US 550 BRIDG Project No./Code No Revisions: 9/10 WALL -P-05-T GENERAL LAY NH 1602-11
Rcvir;cd: IA. 1/ierklingcr 16042
361 Voicl: EJA Detailer: c f:3curden Sheet Nurnbcr
Romp /1 tJricigc
(See [3ridgc f'lons)
Woll l.ayout Line- f_,L __ Sec Uook 1, Sheet G;:>
Top of Woll
W:_:_1111.ciynlJt i_ ii1t..:
of V'/:Jll
t[ - , l.
]'/j C:iTl~I i
\,r
Ste, 1l/l-l CJ!f.00 to 4 /.S IC9.C9 Dot torn of V/ull [
•;to ~ /It fClEl.00 to 11 /1+.SG.OO l cveling Holtorn lirnit of reinforced soil
Sto 47:HG9.G9 to 4 74+0El.OO
Sheet Revisions Colorado Deportment of Transportation As Constructed .RETAINING WALL AT RAMP A BRIDG Project No./Code L~oin /\venue 9/10 WALL P-05-AK GENERAL LAYOUT NH 1602 114
f,1\X1 970 :SS:5 8.35~, M. Mcrklin9cr· 16042
Void: Woll Region 5 EJA De toiler: . Heorden of 1.3 Sheet Nunrber 362
~J i.l
I i
~?1 , ... 1
~ol l
f'rint Dole: 9/7-7 /7010 File Nome: 160471 WC111Detoiis .01 Horiz. Scolc: l:i Vert.
9'
4'-11
(-7")
Dote: Sheet Revisions
Cornrnen~s
/(0) I
/"
I
ElC1ckground Tex\1Ji'c / Ill Li9ht Sondblost
1" Chamfer ot Vertical Ty pica!
() I
'-}
litn. Bonner Textur·c #:S Heovy Sonclblost Typ. U.N_[J. .l
( 1")
#14:) Colorcido Drag /1ggr·egole
(0)
See 6" Bond De toil
SECTION@
(2) f'eok and (3) f'eok f'cmels only
Cl) f'eok shown, (2) i"cok cmJ No MTN. E3c,nner :;imilm
(D)
Joint De\ci'!I ot f111,5 Colo. Drog
As Constructed No f?evisions: 9/10
Revised:
Region 5 EJA Void:
6 11 BAND DETAIL
Joint Detoi\ ot Bockground
Lnds con h::: rnodified Section A
( 7")
M.S.E. WALL
NOTES:
l. f-or structure concrete coating colors, refer to Sheet 116, Book 4.
2. F'or (2) Peak MTN. Banner texturn and no MTN. Banner texture, see Architecturnl Details Sheet (2 of 2).
3. For top of panel slope, refer to Woll Pion C1nd [levations.
Project No./Code ARCHITECTURAL DETAILS
NH 1b02-114
1b042 DelC1ilcr: fl.
::;heet Sub2,et: Sheet ,~umber 3b3
0) I
r'rint Dote: 9/n /20)() File Nome: 160 1\2L l'lc,IIDetoil;; .02 Horiz. Scole: 1:1 Verl.
( 2")
(0) ( 1")
Sheet Revisions Cornn-1ents !nit.
~.) Colorodo 1\ggrego\c
Region 5
Transportation tv1oin !\venue
EJA
As Constructed No F~evisions: 9/10
F'.evised:
Void:
( 2")
NOTES:
1
M.S.E. WALL ARCHITECTURAL DETAILS
\"/(lll Subset Sheets:
ound Texture Sandblast
1" Chamfer at Edge
Typical Full Height
( l")
#1 Colorodo Drog /\9gregate
(;))
Architecturoi Details Sheet for sections.
Project No./Code NH 1602-114
1G042
Shec t hJurnbcr· 364
(0
B nu
f'rint Dote: 9/:30/2010 file ,,Jome: 1604'.I
floriz. Scolc: 1:1
Unit Information 0'.1'.11
[~]'~~ [··fl······J1.I[ ;;·] c:::.. l.:.::-:J .... LJ .JL [ c o 11 s ·r ·p u c r o N \
/\ltcrnotc /\bovc
\ I \ I
\ I \ I
\ \ /"
x 0 c \.
C> I
c. fop of Jn·ploce Ponel (!) > Elottorn of ln··ploce f'onel Cl u u c ()
u ?" c. vedicol offset u GeoGrid w/ :S" [rnbed n
" (Alterno le Top Loyer
·r---~---!111--~-r'--+-~--~--~··~8-o---<ttorn Lo~y~e~r~)--~--~---~-+;~-===-===~====::~:==~-~~_:==.:::. . .:.:..::.::1.c:..~-\1-----~-~-~--~~~~·~~~~~---1 .................. J .. _. __ _ n
Unit l.eocler STW
WJISOIV &O MPANY
u I
n
t3ottorn of [n- plt1ct; F)onel
F~LAN VIEW
Elor .4 #5 @ [q.
lloylon Sup'"rior I F,ichmoncl I lcet l.ifl P S? erection onchors or cqu(II.
Sheet Revisions 1---f)-o-lr,-. :-...----C-o-rr-,rn-(-,n-t-s ----.....,,,-1-ni-t . .,,,,,_f CO IO r O d O O e p Ort men t Of Tr On Sp Ort O t j On
:seo3 Nor th MCJin Avenue
EJA
I I \ \
-~ /
\ I
I I
I
"' / "-.. /
As Constructed No i,evisions: 9/10
F~evised:
Void:
Sec llrchitecturol Details
Notes:
M.S.E WALL
r\djust #5 lotcrolly to cvo'1ci rnox rcveul:~; Adjust to achieve 2 11 clear to forrn See De toil El··l
Project No./Code PRE CAST PANEL DETAILS NH 160'.1-li4
1604? WAU .. ·P-0'.i-AK
Sheet Subse\: \Voll Subset Sheets: W 8 f L3 Number 365
Wull l.uyout I.inc-
Sec f'U\N for ungle
L
PLAN Typical Corner
I 'oncls @ 10'
r----1 I I I
I I I L ____ _
As Constructed tfo f\evisions: 9/10
f-\'.evised:
Void:
Corner· (: '.'I on Layout Line
L ,;:. -- 1 '-0Yz" to l '-<5 1/ 2 "
T . - -1
r, v
ELEVATION Typical Corner
Note:
Com:, etc Closs l) (Woll)
f(cinforcing Stec! ffpoxy Cocitccl)
M.S.E. WALL PRECAST PANEL CORNERS
Project No./Code NH 1G02-l1"1
16042
Shee l f\Jurnber 366
LW aJ (:'.) ,,. DO < tD ~ O C) 0
!"
()
·:J I
(',)
f'rint Dote: 9/2.7/7010 He No,ne: 16042 .. !loriz. Scole: 1:1
j'
911
(\ 1\ (\
c',. {)
(I
/\ (1
c, {,>
!,
/\
t>
;\
E"
I~JST /\U_A TION DET/\IL
I>
t,
Dole:
't r·-·--·---' -1 I I I
Sheet Revisions Cornrnents
Slope F)oving ol [3ridge
1()'-0"
l'
COPING VATIDN
]nil. Colorado Department of Transportation
Cf:iJ~ 0 Ti .,,....-.,........._,,,.,.. ,........., ....... ~, DtYN<•Ji.,,, Qi *"";;+)SJL.HR,'N
Region 5
,)80:S North ~,loin /\venue Suite 200
CCJ 81\01
EJA
1/4 (7 Totol)
<t. l ;<p ----,i
I I I I I
? 11 cir
As Constructed No flcvisions: 9/10
f?evised:
Void:
@ 1'··0" rnox spo.
TYPICAL SECTION
Concrete Closs [3 (Woll) f\cinfor·cing Steel (r;)oxy Cootcd)
M.S.E. WALL COPING DETAILS
Project No./Code l,H 1602-114
Sheet Nurr1ber· 367
Woll coping (See Coping Detc1ils)
Top of Woll
T
l.incd ditch detoils.)
n 11
r--J 1" shirns or ~f'cxDonsion ioint rnot'I bctwcc,n ful! hc-\;;ht
poncl und concrete pod
Finished Grocic Peine! Thickness
Concrete LcvciiniJ P(ld t?) incidcntui to
structure bnckfill 1)
i<I
* ()uunt",'c",cs of pcrforc,tcd p·,pes (in.),
on the sholi be bo::1cd
in the loyoul plcin.
t Ficfcr to f'r•;cost f'cmel Dctoilo;.
TYPICAL SECTION RETAINING WAlL-P~_Q-5_.I
f<oadwoy fill, if applicable.
f'oy l.imits of Structure Backfill (Closs 1) for Fill Woll.
urour1d Str Dr /
/ / / /
/ / / /
/ / // // Filter
fAcn1brune
Connect Impervious Membrc,ne opcn·,ng lo end of Slrip Droin
Strip (150
/ / To be ir1cluded in
/ / J / / l / / /
/
-Cornposite) Droin ot 10'- o'
Doyii~Jht Pipe
rnnx. Detc,il
(li .l \'i'
See
UM 1 [Dfl(fil I:>( 1.:,0)'J/7! O· AvcrCl(JC on9le of cxislinCJ 9rouncJ iinc
EARTHWORK cr·or woll without
DETAIL A
l DH
j
OJ:i) () '.i(fi I h)2]/2/
(1) See F'lon & f)rofile sheets for ernbedrnent elevotions. Embedment sholl be 2' ·8" (rnin.) Structure Bockfill (Closs 2) for frost depth, erosion control ond to conceol oncl protect o stepped leveling pod. This moteriol sholl be iricluded in the quontity for Structure Bockfill (Closs 1 ).
('.?) Soil f~einforcement moy be cut to occommodote pipe instollotion. The cut sholl be mode in CJ direction porollel to the pipe centerline, as seen in a pion view.
All Pipes oncJ Cormec\ors shell! be schedule 40 H.D.P.E.
('1) Woll coping sholl not be poid for seporotcly but sholl be included in Item 504 Prnccst Ponel Focing.
wrop
One side The filter Geotextilcs.
r orrninCJ boo rd is sholl be wropped
to build detoil /1.
EJoltorn obove slobility.
of Soil reinfor-cernent is required no rnorn them I' 4" of precost ponel for externol s\ob·i1·,ty ond globol
ABBREVIATIONS USED Quontities of Structure Elockfill 1) without
1) with
2 Li DS fAAfN FIL s Toto I
DESIGN DATA
Bockfill
\Vith Shoring Woll L.oyout L.ine (ft.)
Strength (lb./in.) (lb./in.)
(lb/in)
/V\3HTO, 16th EDiTIOl'i without ir1tcrirns for intei'no! design oniy
'(:;' cone
Unit wei<Jht of '0 soil 125 pcf i~; ossurncd.
l11ternol friction cng!e soil for· Stn.1cture Hockfii! 1) OSSUfTICd be qi :oi4'. Ko OA067 for ?: siope.
!<o Cl.282/, f<o 0.'\408. for hor,zontc,1 slope
Coefficient of r:.:sistonce to d'1rect
rcir1 f orcerncr1t.
f·>rovisions for the rcinforcc;ncnt, nncJ
for :Jidinq O.t):)
between I.TDS crnd f/,ARV lhickness of rnetullic soil
Print Do le: 9/2. / /7010 Sheet Revisions 1-------,,.------------l Colorado Department of Transportation As Constructed RETAINING WALL AT M.S.E. WALL
Project No./Code file l~rnne: 16042 WDl Dote: Con1n1cnts Horiz. Scc1le: 1:1 Vert. Scole: /1s Noted Moin Avenue No f<cvisions: 9/10 NH 1602-li4
Unit Inforrnotion 07?1 Unit Leoder S TW F\eviscd: s1:101 58:> 14 Cl r·1\X: 9/0 .385 tLS65
Vnicl: 368
,,, ··'"' m L ,-. •. -) 0:-: -~s ~ LcJ :.:;~
,, 0
• > mm
rhe required UDS for ciiffHent reinforcement lc,yer depths (Z) is clelerrnined with the iollowirHJ equotions;
LIDS> (K)(crv)S/12
Where A. (Geosynthctic reinforcement) Ov ·(Z + Z')·rsoil OS depicted in the l ooding Dioqrarn. K Ko 0.393
!)ii (ft)
Print Dote: C)/?1 /2010
IABLE
l)
G OD C1fi:)
l)c)
10 ()
(D See i'roject Speciol f'rovisions for rninirnurn r·einforcernent lengths.
(2) Spocing S in the verticol distonce from the center of reinforced fill layers.
(,1) volues must be multiplied by S in feet to ob\oin the l.TDS
l.TDS (lb/in) Note (S) )
?O 30 t,Q 50 GO 10 80
Sheet Revisions
90 100 110 120
Ccosynthr:tic reinfor1.crT1cnt
Do tc: Cornrnen ts Colorado Department of Transportation
:sso3 Nor th Mo',n /wenue
Region 5 EJA
130 I 1\0
As Constructed No Pevis'1ons: 9/10
F<evised:
Void:
s (Top
s (lnterrnedio\e
s (Elottorn
DH
l .!
z
,~ . f<l ..
d5' + 2
l.OADING DIAGRAM
t,n ocLf:t"1onol fill bch'ind obutrncnt other· thcin ~:hcwn1 on L ooding Diaqrurn be included in \he or1d in the detcrrninotion of the odditionol F?L. ond shop drowinqs shol! be subr11ittcd for oppovoi prior to construction
RETAINING WALL AT US 550 BRIDG o ject No./Code M.S.E. WALL DETAILS
1(3042
W 12 of U Sheet ~lumber 369
cnch
1,14 x 1 ,l'' ;j)
Concrete Copinq
except ot Impervious tvlernbrrme.
Detr,il
l ' !~"
!lotlorn of Woll of lcvelimJ Pod)
~1 I ".
L-····-··-·-·--·-,
Except Necir
r0p of Woii Top of Ponel
[L[VATION (WALL)
ON
* 1'
Sheet Revisions Date:
i)
f"inished ot bock
-·'>
;''
Soil reinforcement rnoy hove different LlDS volues ot different locations olon9 wolls.
r·,n·rshcd Grode in front of Woll
3'
Concrete Coping Copin9 Details)
4' step:
5' step:
' step:
step:
Colorado Department of Transportotion :mcu Nodh Moin Avenue Suite ?DO
CCJ tll:SOi ',8'.il4'1D FAX: 970·:\El5 il:SG:i
F~egion 5 [JA
Panel Depth
·0····,11ul"· s·c,·11· s Sta 9+97.83 to 11 ·' u, • 1 Sta 11 +84.00 to 1
Slope F'ovinq: Sta '1 1 + 1 G 50 to 11 +84.00
soil Drainoge Ditch or· Slope Puving
Seporator Class fl
to Copinq
* Slopes 2:1
WAl_L TOP D[TAIL.
' step:
5' step:
#4 @ 911
Note:
~s· Step, 4' Step, ond :/ Step only ore ollov:cd where steps ore t:xccJvotcd bedrock, which is unticipoted ot
[xcovotion slqis sholl be neot lines.
Impervious Membrone
As Constructed RETAINING WALL AT US 550 BRIDG Project No./Code No f<evisions: 9/10 M.S.[. WALL DETAILS ~S of 3 NH 1502-114
Flevised: lb0ti2
Void: Shcc t I\Jumbcr
II ,1 l ell
[_
Ii t; x I ' i,"
5)
(4 OCJCh n>ut)
f'r·int Dole: 9/:S0/20lCJ
I ile tfornc: 1604
Horiz. Scc1lc: i:l Unit lnforrnotion 0221
ICAL_ S Necir Step
co
1' or 2'
()
I
/)
4' step:
:i' step:
1,' step:
I ~.!
')'
Sheet Revisions _CJ_t_c :-wv-----Cc_ir_n-rn_c __ n """t s"""""""""""""'""'T-I-ni_t___,j CO IO r O d O Department Of Tran Sp Ort at i On
:sso:s ~lodh fAoin Avenue
EJA
i I
11' G"
(.
1~· step: o"
5' step: //6
#4 @ 9"
I I !, ' o" I
IC -1
1,.: 1B 1:· E \_)
1m 4' or r- ' ,) p
Note:
3' Step, 1/ Step, and ~)' Step only ore ollov:ed wher"E:! steps ore cxcovoted in cornpctcnt bedrock.
Fxcovotion ::;teps sholl be ncot lines.
u
As Constructed RETAINING WALL AT RAMP A BRIDG roject No./Code No f\evisions: LEVELING PAD DETAILS NH 1502 1\4
1604::'
Void: Sheet Nurnber 371
~:: s:; ~:; •( N N Doo
'; ! f<UC iUill U'.Cl\\//11 Eli~ 1\1,JI) il1\Cl<f I IN I 11'1 !1CCUFWN'1Ci- \'/liH lli:T/\llS Sll[!WN [)1'1 lvi.S[ W/1Ll T/\ilS (1 UF .5).
N.L SllWCIUill\! HTL M.Ji lllfi?W!SI 1,fcJTfD UL i'fl!NTU) IN 1\CCUW)mCf WJHI SlCTl[JN '.SOC) CJf ii I[ Cl1l[JF, SH/111_ f3l !IS SI l(J\Vf\i TN l3[JCJI< :l9:)lJ CCll[lfl i0Ul\/l\Lll'1 1\1'11) IS ITI Ht
SfTCII IC/Ii 1rn,s ITDIIV\L STN~D/1f<D
f[ST P/\f\JF\ S flf\lJVIUID llY Till Tl.Jf\.
/1l_L f Xf'(E;d) crn,cw SUlll /1Ci m i'Hk rnlN~ i\/\11 /\l"CI 1rnuo· IH<Alvi Sli.L\U. 1,UTl\/1 Cli\SS !lli\DI1'1/1f<Y SLJl,1/\Cf Hl,ISII HJ lHJlll iffl. Ill/I Ci,UUhlU I IM-.
STf~UC r·ui\1\1. i IA I\ ~,DO Cfll\Dl il
,J[J! 1'11 1/,/\ ii l /11 I IiJ 1'1 ID 1\.
Cl\/,Dt. IhH [lf?CU,JC i I
1111 i I JI I I )\'ii NG
I"
1'·
i I Y
i ·'
l [
If Vf l il [ llf?
f'rint Dote: D/22/201[)
File Nome: 1GCJ42. T
!loriz. Scolc: 1:1
1'111: E 11
l· PlJX'f ffl[
if..[) IC!
Cf-_NTf
llic\//\T 1\1,D l)JMENSJ[Jf~S C[ml/\IN[D Jr~ Pl.N6 Nit Cf1LCUl/1-iiD iF[Jtv! /1 f'!U .. D Y It CUNTFV\CTUF, Sfl/\U_ \/UWY NL. Dd'[f\lDf:NT D!Mc:l,Sl[JNS li~ Tl f ][L D E3[f[JP[ CJPDEFW'1G cm f!,tlf,JC!1Tl1'1G N,Y W1HJ,JI\L
I Hf !NHJl,lvil\Tl[Jf, SH[JWN CJN Tl![SE PL!\16 CCJNCF'f<l~JNC Tf!f i Yi'[ l\!'1D UJCf1T !UN [JI Ul'1DUICl,DUNl) UT!LiTI[S IS N[JT GUN\Al'1TITD TU m: 11ccurrnn cm i\l.l .. il,CL LJS]\/f- Tfl~
JS r,t:SPllNSiml flH M1\l<Il'1C fl]S mm [)[fU,1/!1'1/IT!()I~ i\S iii[ TYPt N,l) lUI~ []~ U1'1DEPCF\\JUND UTll.!T ,'IS W1Y H~ l~[CESSNU T[J /WIJID DAIM1CE 11 ll:i\1.,TCJ.
I Hf: CiJIH[(ACITIP SHAU_ C[JNTi\CT tHE UTILITY N[JT iCATHJi, CLNl lY llf A.l l bOO 92 -198/ /\i LE!1ST 2 DAYS Jl"CUJD!l,G Till D/\Y 1'1Cli HJ i\lH [SCA\/ATiCJN [if-; [Jfllli, IWllFU<.
DESIGN DATA
lCN ! IUD:
FOR BURIED UTILITY INFllRM/1TlDN THREE (3) BUSINESS DAYS
BEFORE YOU DIG CALL 811
(or J-800-922-1987)
UTILITY NDTIFJCATIDN CENT[R DF C[JLDRADO (UNCC)
www .uncc.or
\'/
'y
RETAINING WALL TYPES
I I
INDEX OF DRAWINGS
w 1
w 2
w :s \\'
w-:J w C)
w '/
w \\' -9
'" ,\ LO
\,U ,,,- 1:,,:
SUIM//11,Y UI OU/1NTlTlt:S UJCt,THJN f'l_l\!~
GCl"!Et\!\L l.AYllUT T Yi0 i C /\l. S[CTICJN
SUP :j C[Nlf-;/1[_ LAYCJUT ()[JIN & [l_[\/ !\ T !UI,
SUP-1 CE.NU-;N_ 1./\YCJUT PLJ\f\J & l.l_E::V /\TJCJ1'1
SU'i") :3 cu~rnl\L UWlJUi Pl.AN 2x [UV ATJCli"
4 Cl:N[IUIL l.l\YlJUT PI_IIN & u F \/ /1Tl!11'1
t,11. Vl /\Ll,. DC (, ' \) " ' r/1.S.[ V/t\U [)[ i /\ILS (? .• r u, 3)
ikS.~· 1// /\[_ [_ T1\!L i (S of j)
! ICF~
RETAINING WALL TABLE
Lll w
11./5'
9.:SG'
As Constructed GENERAL INFORMATION
Project No./Code GJo ,-:evisions: 9 I IO
F<cvised: M. llterklinger f' .. 0 S·x·,-___ ... _ .. ______ .. _________ ,._,, _____ .
Region 5 EJA Void: t ~:ub:-;et: SUP W oHs Sheet Nurnber 37?_
Item No. Description
SUMMARY or:· QUANTITIES
fletoining Wall Retoining Woll Un.it SLJfLS SUf' 1
W AU. F'-05··/1S WALL. f' ·05-A~'
Retaining Woll f~etoining Woll
SUP 3 SUP-4 W AU. ·F'-05-AQ WAL .. l.··f'-05 AR
®~ __ .=cc .. ---r-~~~C . ..c:...'..~-~~~~-..'c'......~~~·L_ ....................... _______ f--'"··'--+-----·__:c.·:c ... _, ______ j .... - ... -..:l..'.~.--.---11------~~-·~··--~-----···~2.~-~
CV , ____ ..::...:"~---+-~'·-~=,,.,~~~-~=--"'"~"~=--········----······----~--·':~.-~-------~~---------1-----------"~-······--~----------'=~---+-----....:..c:c'.... .. --~
®r-·=.c.:.-+-~~==-~'.cL~C=~~~=·~-~~~~~~---------~-~~-~-~---~1~~~~-----+~.........!J.~---+--·-~-~·~---·f·---··6~~----'
© Quantities for moment slob, including coping and curb.
CV Quantities for curb and coping.
l .. eveling pod quantities ore incidental to retaining
I
"-Str. P-05-V· N
OQ..1-oz:r r
file Nome: 1601,2 iloriz. Scc,lc: 1:120 Vert. Scoie: J\s Noted Unit Inforn1otion Unit L. coder l ni tio!s
Dote: Con1rnents Jnit.
Region 5 EJA
Re_toining Woll SUP-3 Str. WALL -P-05-AQ
No f~evisions: 9 I IO
F<evised:
Voicl:
Retaining Wall SUP-4 Str. WAJ.::L-P-05-AR
SUP f~eto'1ning Wol'1s SUMMARY OF QUANTITIES
LOCATION PLAN Project No./Code
NH 1(302-114
tv1. tiierk!ingcr lfi()I, 2 D. Knight
t ,~umber 373
~: opinq
hint Dote:
SUP IICL.
13'--6 1/ 2 "
f,einfor·ced Concrete Moment Slob
#4
f'ius 2
@ f)DST-
TYPICAL SE.CTIOf\j
Sheet Revisions ~==D=o=t=c =: ==~~=~:~c=o~n~ir~nE~,n~l~s:~~~==--l-ni-t .---1 CO IO rad o De Pa rtm en t of Transportation
~)()'l'j ,)Bll:S North Moin twenuc i--------· .. --·---·+-.. -... - ... -·-------.. -----·----·-1-----------l ~ . Suite ?00 !----.. -------+-- .. ---------'------·"---···------l---.. ----~ ~:::::.._~~ cu.,M',wArcir·mm·;,,ni,Q.~.~,,,, 4 o FAX: 9 l D ~ j e ~) ~- e ,3 6 5
Region 5 EJA
Woll L.oyout L.inc
--1:ace of f0 eciestrion Flail
F~ail lriol !\oil Details)
As Constructed No Revisions: 9/10
Connection tr ion flail llnchoragc Details)
SUF' Re loinin(J Walls GENERAL LAYOUT TYPICAL SECTION
Project No./Code t,JH 1602-1\t,
Shec t Nurnber 3i4
Height E (DH)
(ft)
9+00.00 901+15.63 6608.41 6606.41 2.00 ------···- ------
9+20.00 901+·33.33 6608.56 6599.30 9.26 ·---------···- ···-----·--
9+40. 00 901 +51.03 6608. 71 6599.10 9.61 9+60.00 901 +68. 73 6608.86 6597.00 ll.86
0.00 901+89.57 6609.04 6598.00 l 1.04 l0+00.00 902+12.55 6609.23 6603. 50 5.73 10+20. 00 902+35.54 6609.43 6605.00 4.43 10+31.31 902+48.54 6609.54 6607.54 2.00
i!Ci
6650
Cti20
lJ175 CClO
C500
8·
U·C
9 00
Cic;y 5· E
Pri11t Dote: 9/2;,/2010 Sheet Revisions 1----D-c,-t c-: .....,.,,,,----'----C-o rr-, ,-m-c;.;;,n t;.;;,s.;..;.;..;;........,.._l n-i \-. ---! CO IO r O d O O e p Or t men t O f T r On Sp Or t O ti On file t,Jc,me: 16042
380:S North Moin Avenue Suite 200
lloriz. Scolc: 1:.59.9999
CCJ
Region 5 EJA
[3egin \'/o!i SUFL·S
SUi' Slo 901+15.63 [Jffscl U.00' PT
6650
6620
66:0
6600
of \'/qll
9t50 10~()0 lD
ELEVATION SUf' f,etoining Wolls As Constructed
No f,evisions: 9/ IO
SUP-5 GENERAL LAYOUT PLAN & ELEV ATIDN
f,evised:
Void: Sheet Subset: SUP Wol\s :~ubsct Sheets: W- Ir of
LAYOUT LINE CURVE DATA
!J. = :S4° 32'13.7tl" Left D ,, '.,0° 42'15.23" f :s5.13' L 6tl.11' r, 113.0D'
!J. '" 41° 37'07 00" fli()ht D 65° 51'25.9tl" T ~ ~)~).06 1
l. c, 63.20' F, Ell DO'
Project No NH !E3Cl2··114
l N:rnbcr 375
Reta Bottom Wail SUP-1 SUP of Wall of Wall Height
Station Elevation Elevation (DH) Station (ft) (ft)
10+60.00 905+65.99 6617.93 6615. 93 2.00 --------···-
10+80.00 905+83.69 6618.48 6611.00 7.48 11+00.00 906+01.39 6619.02 6609.10 9.92 11+20.00 906+19.09 66l9.::i7 6609.20 10.37 1 l +40.00 906+37.45 6620. lJ 6611.90 8.23 11+·60.00 906+S7.45 6620.75 6614.40 6.35
----·-·- ------·--11+80.00 906+77.45 6621.36 6610.80 10.56 12+00.00 906+97.45 6621.98 6613.10 8.88 12+20.00 907+17.45 6622.59 6618.00 4.59 12+24. 77 907+22.22 6622. 74 6620. 74 2.00
dl03
f'rinl Date: 9/72./2010 F'ile t..Jorne: 1604:? iioriz. Scole: 1::19.9999
I
(_) / L:) l()
l/) :)
fl\ 2
C>G40
f312:?
CEi20
€3610
E3CU()
C'.i90
Region 5
[nd Woll SUF'--1
··~
~."" F'T Sto lH<\4.21 -....;_ ·- . ,_ .... ___ _,_
SUf' 'ito 90G+3Ui6 llffsct L:1.00' fn
\ ()[) 11 I '.,() 00
ELEVATIOf\j
As Constructed No f\evisions: 9/ IO
EJA
SUP Retaining Walls SUP-1 GENERAL LAYOUT
PLAN & ELEVATION
LAYOUT LINE; CURVE DATA
C:_·:3 t:,. .37° 37'39" Left [) 50° 42'15.3" T 36.50'
"' 7 4 21' fl ~ 113 ()()'
Project No./Code NH 1602-lM
375
~c._J C) g~ 16 ~ 8
ld f~ g '· I I <NN Cl DC>
Reta Wall SUP-3
Station
7+97.36 8+17.36 8+37. 36 8+57.36 8+77.36 8+97.36 9+17.36 9+37.36 9+57.36
----·-·-·-·-9+77.36 9+97. 36 10+17.36 10+38.00
f'rint Dntc: 10/1/2010 File Nome: lf3Cllf2. C .. Horiz. Scale: LS9.9999
SUP of Wall Elevation
(ft)
912+52. 55 6637.02 912+72. 55 6637.85 912+94. 96 6638.84 913+17.95 6639.88 ---·-·--~--·-"" ___ 913+40. 94 6640.91 913+62.05 6641.85 913+79. 75 6642.55 913+97.45 6643. l l --------914+15.15 6643.54 ····-----------·-------·--914+32.85 6643.89 914+51. 92 6644.27 914+71.92 6644.67 914+92. 56
6660
GG40
Cb'.70
CGlO
Bottom Design of Wall Height
Elevation (DH) (ft) (ft)
6635.02 2.00 -·---·--
6629.80 8.05 6631.80 7.04 -----·-·--------6632.00 7.88 6629.30 11.6:L 6630.10 11.75 6631.60 10.95 6634.40 8. 71
----·-·----
6636.60 6.94 ----·-·-----·-·-·------
6636.90 6.99 6637.20 7.07 6637. 70 6.97
2.
bl()() tl+50
i ICL
LAYOUT LINE CURVEDAfA
~.:: . .'t t,. 45° 2tl'3cl.15" Right D ~ 65° 51'25.9tl" T :S6.4C' L 69.05' f< 87.00'
Dffset LS.DO' rn
\,
1;(3° 15'',3.95" left Offset '" 13.00' Fn :)0° !;2'1'.) 3"
:)0.62'
9+00
F'flC Sta 95.1tl' SUP PF<C- = 113.00 1
Clffc;ct L\.00' fH
llff::et •• u oo• rn
(3660
66'.iO
-6-125A
·7-125fl SnncJy
C630
CG20
0% I 10+:.)0 O%-91'..i() CC10
10%· Sondstone So);.
SU!' f~etoining \Yolls
3-J02C
-15-1020
-5-102[
--6-102f'
·0-102G
·50/2"-102H
Cloy
25Crovel, Cobbles /1"
Sheet Revisions 1--------------.-----1 Colorado Department of Transportation Dote: Comments init.
As Constructed SUP-3 GENERAL LAYOUT PLAN & ELEV ATIDN
Project No./Code Nloin ;\venue No Revisions: 9 /IO NH 1G02 li4
---~"·--·--'->--·--····-----·----·-------·---4---··------·--t F~cvised: _ -c' 05--AQ 1G042
EJA Void: 377
-· :=· s~ s> '.t N N () '.:') ()
Reta Wall SUP-4 SUP of Wall
Bottom of Wall
Station levation Elevation (DH) (ft) Station
6+86.86 915+37.66 6646.32 6644.32 2.00 ~--···-·--·-·-·-·---------1--·--·--··---· -----····-------+----------------~-·---,--~-
7 +06. 86 915+57.66 6647. ll 6640.90 6.21 l-·-·---·--·--------1-------------·-------··-·----·
7+26.86 915+77.66 6647.95 6641.20 6.75 ········-··----if·------·-··f--------··----·-·<
7+46.86 915+97.66 6648.80 6641.40 7.40 7+66.86 916+17.66 6649.64 6641.70 7.94
·--·----·-·-··-------·-·---\..·--·----·---·· --··---,-·----·----------·-----··----·-·----! 7+86.86 916+37.66 6650.48 6642.20 8.28
!---·------·----'---· 8+06.86 916+56.40 665l.27 6643. lO 8.17 8+26.86 916+74.10 6652.0l 6643. 90 8.11 8+46.86 9l6+9l.80 6652. 76 6644.30 8.46 8+66.86 917+09.50 6653.42 6644.40 9.02
~-----·-·--·----li-·----·--·--------1-------~---·---+------·---·----------86 917+27.20 6653.96 6644.60 9.36
------···------·--········
.86 917+44.90 6654.39 6647.00 7.39 , ................. , ___ ... __________ __ 86 917+64.39 6654.78 6648.40 6. 38 86 917+84. 39 6655.18 6649.40 5. 78
.81 918+04.34 6655.58 6653. 58 2.00
Global Stability requires Soil (even if internol stobility
length o shor
18' minimum RL length)
6660
C650
GC20
('." \/)
Sheet Revisions l~ornc: 16042 ... G. 70~ Dote: Cornrnents
floriz Scole: l::39.9999
()()
[Jffsct - 13 OD' WI
F~egion 5
uf \'i'c.ili
EHOCJ iH:,U
ELEVATION
Transportation 380.3 Nodh Main /wenue
EJA
OiOD
As Constructed No f1cvisions: 9/ IO
Void:
End Wall SUfJ-tf
.:,(][ dy
91-50 iO 00
SUf0 f<etoininq Wai'.:; SUP-4 GENERAL LAYOUT
PLAN & ELEVATION
D. l<niqht
t Su'tn et: SUP W ul\s
6670
6(34()
6(320
/\F?
A ::,8° 29'51.50" l_eft D ~" :)0° 4 2 11::>.:sll T 63 28' l. 0 115:1"/' f~ lU.00'
Fl123
Cloy
·2-123F
Sondy Cloy
·15-!23H
Project No./Code I M1 1602 114
16()1;
Sheet t'1c.::nber 378
AL.I. TlJUF fU1!UNC Si!AL.L. crn"r Cll\lvl HJ AS. U,1. AC>l)O Gi,Al)[ /\l\SHTD t1i?/O Ch'./\Dt-. 5f).
f'lAi l:S /1ND ilflf\S SH/\L.L. CU~IHJF,M ·r Cl
fV\[l me CllMF'[lNU"TS Sf!N.l. l.lt: [!THU, f'ArnHD F'H, s rD Sf'[ClflCAf![)NS cm G1\IV/\!"IZU) IN ACCDrWANC[ WliH ASTM 1\l:U,. f)/\lNTll"C fJF l,AIUNG SHALL. CDNHJF\lvl TD SFCT!llN :i09.
AU. P/\ll. P1\NFLS Sfl/1ll. 13[ Sfl[Jf) I N31,ICATU) FNDS [JF l~AIL.S wiAY f3F F·ru D IFWvlM[[) AS SH[JWN. Ci,ll"D SMr)[lTH ANY FIUD CUT IDGFS.
[Xl)Al~SI[m ,J[Jll~TS rn i(AIUl"G SII/IU. flf Sf'ACFD NI) GF,[AITi\ Til/\N 60 fT[T N'Al<T, UNITSS USING El' f'.L\NDS.
Al I 1,/1!1 f1 DST AND f'ICKFTS SIIAU. f3F SET IN A Pll.JMfl f)[]S!TIUN WITHIN A TlJLrnANCF (W %" !ICJf\IZ: 2'·10" VU,T
TII[ UNIT i'PICI f rn, f'FDE:SrnlAN iU1IUNG iYf'[ 1 SIIAL.l. !t,ClUD[: AU. GitC[SS/1f,Y MATFf\JAl., FNJF,IC/\T!l1~1, !~!STAil AT IrJN, AND I i/\f,[)W Nfr AS ';fi[)WN f cm Tl I[ Clltvlf'LF r f,AJUNG, II, f·'l ACE.
F,H)lJ]f\[I) r l) Ul. crnnr ]l[) DY Tl ll C[JNTfV1CiUfl /\', "Aw,rnIC/1~1 :;mmcr:" lvl/\1
N.l. f'L DI.S lf\l/1N iU1il l"fJT /Ii 11\CflUl WITII /1NCIICJF fl[JlTS Tll /\ f\[TAJNif,JG W/\!.I. Sf!ALI HL 1\TT/1CHFD TCJ /1 crn~Cf<t ·1 H][JTING Tl![ CIJNCl,lTF i[lCJTING SH/IU. Nill ilL f'AID I ur, SfYN,Ai I [ll.JT SHN. l m INCID[N i/\l. HJ !ITIA C)]lf
TYF'. F,/\ll. ,DIJST @ 8'·0" llC.
vrnncN. ru,J, r1,1D TS :3'' x )" x 3/16" r, ,JCJINT W/ HJF' &
flrnrnrv: r<AIL rnm:s
RAIL TERMINATIOf\J DETAIL - PLAN Y.JEW
f)CJST
c l.
(fl
1 '!? x l
CUT [llT O" [[] Y (f OUN. I U\JCTII [/\Cfl f,/\ll. 1
HUIH fNDS) /\CfilfVf i'f1ML ifNCiH 8'[)" iCl /' )" I[] /\CCUMlJDAli :;P1\CH0G cl' O" rD ;11
Yz" = 1'
l~.i.S.
c (
I
I _I
I
P[1ST
(t: LJ"1D Ll.~·- ;_.) ;\I\JlJ.
1 'h x 1 1/2 x
\
___ __,_S .... h ... e,..e-t ....... R ... e .... v ... i .... s .... i o""'n .... s_,.,,...,-__ Co lo r a do Department of Tr ans po rt a ti on Dote: Cornrr1cnts 1nit.
B1:so1 )!,ft() f .i\X: C)
EJA
D co 0)
I ~l ... N
.J ld z <t CL
()}
TS 3 x 2 x 3/16"
VII /~
ClUTL IN[ [k TS \IF F, TIC 1\l.
x 1 /2 x 3/ic," ~J[/1f< f)[JS T
PICKUS rTl f,All
/s"
PEDESTRIAN RAIL ASSEMBLY DETAIL 111 = 11
ANCHORAGE PLATE y8 11 = 111
TDP fJF PCJST HAS --Y2" [JATTEP &
1/4" f)l./1T[ CAP
Ysll
2/'2 x 2 1/2 x 3/16" x :s'·· 0" @ 8'··0" [J.C.
ft. %" x 8/2" x 10"
0 !ICJl
0 ilCll[
111
Ti !LSI: Gl,/\DE:; SUtvlM/\f\Y [JF N'F'f
J
fCJP
iloriz Scolc: 1:1 Ver 1. Scole: /1s
c;: f'[JST
~; tND [JF f' N'>!El cl'-0" f'IINEL L[NGTII
i'/1NU. /1CClltvllvlllDAffS f'lJST SP1\ClNG cl'·{J" TCJ 8'-2"
\/ 1\ i i[JN
f'ClST
c;:_ END Df f'1\l,U.
Vl:F,T!CN i[Jl rn/\l~C[
INST AU FD H[Ji<!Z: ;.>' -10" VU,T
1\L l f</\[l. f)(_)~)T ;\ND PICK[.·r:::; :;fJ;'\L_L DL I IN /\ PLLHvH3 f·\.J:::I f /Ill m ]NI [Jf,CJl,C c:;·11·u .. IS Ff'IJXY CU/1ITD.
Sheet Revisions __ 'T"".,,,,;_,.,,,,;_,;;..C.;_or.,;.,n;;..rn.,;.,e;.;n;;,;.ts.;;;..;.;.;;;__,,_l_ni-t.~ Colorado Department of Transportation
:rncn Nor tr1 Main /\venue Suite ?DO
C[J
E,JA
F~ f\IL,
TH/1N
CD I
("]
~S x 2 x :S/16"
x 2/2 x PUST @ ~Y--0 11
3 x 2 x .S/16"
PEDESTRIAN RAIL ANCHORAGE DETAIL
As Constructed l~o f,evisions: 9/ IO
F?eviscd:
Void:
111 = 11
SUP f,etoining Wall,, PEDESTRIAN RAIL
ANCHORAGE DETAILS
W /\L.L U\ YDU T LlNf:
Project No./Code NH 1C02·114
Shce t hh.i:nber 380
\//~iii l.uyotit
1 1/z" Epcmsion Joint lvlot'I
l up lii
Unit
10'··0"
f,einforccd Concrete fAomcnt Slob
Cost--in--F'loce conuc vmioble hc'1ghl ,/ to conform to Top o Woll f)rofile
TYPICAL SECTION
rvlinimum Vertical En,bedment Slope in Front
of Structures
Minimum Embedrnen t
Depth
Dote: Sheet Revisions
Cornrncn ts
(,:;it t· ur111(:i c11 ound ~
/ /
/ /
/ /
/ /
/ /
1(11
Jii)(:·l)/:11
Cur·I 0 f ::~,
(i
]nit. Colorado Deportment of Transportation
Main /w cnue
EJA
QUANTITIES
intcrnol Slobilily: /li\SHTU, l6lh T!Ul'1
F<oiling Lood::;: /\/\SHT[J LFF~D th r:·ciition wilh 200(3 lntcr·irns
Unit wci,Jht uf Y,,., ll'.) pcf i,; c,ssurned for Strncture [lock fill (Closs 1)
lntcrnui friction c_inolc of ::-.:oil fora Str·ucture is ossurncd to l>e 'o <5~0 . ko 0.?8?
For tr·ion f~oil 1 the 600 lb. L.ood is to the upr1cr rov: ot rcinfor·ce1nent, ond
C>)cfficent of rcsistonce to direct sliding
fi!I 0.
l)
(:> blocks)
,b,llovvub!c t.•eor iqq Copncity ~)DUOps
f (f\csistoncc foe tor D.50 tirncs non1ino! bcorinq Design Letter oo:)
]// I
the r·clotionship bc:wecn L ~ind :or uncJ S'.Jcrificiui U1ickne:;s of
\ ,;
(c .y
'\ l.;
'\ l./
zone (c.y./, l;.
As Constructed SUP f~ctoining Wolls Project No./Code M.S.E. WALL DETAILS
No f"<evisions: 9/10 r~H 1602 114 ~~~ ~ ~ ~~~~~ ~~~ ~~~ ~ ~~
M. Merklinqer 1C042 D. Knight
Void: ~~+-~~---~~--~~----·-·---i t: SUP Wo\ls Subset Sheets: W-10 of 12. Nurnber 381
LI llS dif V/ith the follo\'iinq eqtiutions, LE;inq
TDS Where
(/ i ?)
(!<) ( I< U1ctic rcinforccrncnt or
I< rcir1 f o:- c cn1cr1 t /\/\Si lJ
,, UfS[Cf\J f' /1IV\HI: f f~S I Ill, \'//\l I Ill lCf l.i s fr![Jlvl 7 .0 !' I [] j() ()()'
r\lH
'.) (j/ jj c llCJ 10'.J 1 ?C:>
!\ .UO i:;.J() l. I;_() I l j,) l.B) j 1.:1 C.Clll () c;.uu
7 ltl j ),) SS
1) 1 n ti L)
u ~~ co !; :) I .I .s:s
1t Dote: D/V/7010 F ilc Nome: lCCJt,2 WollDctoil:;· 2 Hor°1z. :"cole: 1:0.999998 Unit
The snil rein for cerncnt r nnon1olics such us c:icotcchnicui ir1vc!~;ti~_Jution rl;vculcd no evidcncn of
//csiqn porc1rnetcr
\'IOI k
specified ficu:in do not odcfrcss ploncs ur weok ~;oil strotuins. ·r he
iirnitcd to the t h~>lc loco llll
0 11 -; r of
Sur-chor gc
l
Irnpoct f'-iote
2 cllccks
(I op loye1) T
LOADING DIAGRAl\1 PATTERN A ?CJ
t I ' l
~ '
I ~1{1" ~,, ~.
~ k,t:; ',
I
i I I i I
4() ,1() I() CE)
! I ' i I
i
I otol -
:~)0
i I ''
j
l
! i !
: i
I 11 I I
I I i i I '!; I 1Y i\ I \ :, ' ' i i,. Ii I : I I l r , 1 i" · I\ , h : : 1 r .· ;
I l
t ! ' i :for t
ur t!'~H n
Sheet f~ Dote: Cornrncnts I nit.
I \ ! I ,, fflt I I !)fi
I
f i I
r nt<JI
I
/ (JI
Colorado Department of Transportation :1803 1,Jor th fl,oin /\venue
81\Dl :scs:)-· I 0 I /,X:
EJA
I I 1 I
l
\ l j
I . I !
I
i
I : I, '!
I [ : i f
i l
i 1
I f I I :
[I-
i l l •
I i '[)!!
' i I
( ' i
l .,.
):SC)
I
l k:;
PATTERN
z
L.:::.::;:.:J
I {\ \· !)
T
I
'
L.'.~.~
n /\ tu
Vii th
@ WALL SUP-4 requires RL••l8' min to sotisfy global stability.
As Constructed SUP Retoining \Yol!s Project No./Code
M.S.E. WALL DETAILS 9/10 l~H 1502·114
F?cvised: 1(3042
\I oid: Sheet !\Jurnber 382
0-
i--
(Top
I of Curb
_I - '
,.- I I v l
0-
¢- (·
of Woll of Troil(on grode) x 1'<1" (min.) each block
with lv'iornent Slob f(einfor·cing)
1 Y2" Exp. Jt. lv'iot'I
hPl l I. 1·
f Lf--I
_tv_ -- ¢'-'
·v--·· ------,.,
¢- 0- 0-
t rr1uy htJ\IC
'1,UII. -~ <· 0-- 0 0- (} v-
,- (- v 0-
(-- (· 0- (-
0-
TYPICAL E;LEV A TIDN (WALL)
'.< (() -_,l. !!)
Sheet Revisions ;..-----....-----------1 Colorado Department of Transportation Dote: Cornrnents lniL
!--------~----------------- -~-----4~~ tlioin /wenue
h.f.Miw.,11 G 1%JX)!6JW,&:w
Region 5 EJA
,-
(•
0-
_Cost-··in-F)!cice Concrc tc; vorioblc height lo conform to Top of Woll Profile
to
2_9° Mox. (DH < I\.G 0 Mox. (DH >
\\' r;I!
C3iock
WALL OFFSET
As Constructed SUf' t\etc,ining Wolis
M.S.E. WALL DETAILS Project No./Code
No f~evisions: 9/10 W-1 lb02-114
r~evised: 15042
Subset Sheets: W--·17. of 12. Shce t i"1LHT1ber 383
[XCf.PT /\S Si lCJWi\J Ui\! Ir f31\Cf<t· [l l Ut: If~
li\Ji-·\Jf~C [f\iC l l Sf l!\l I dl-
i'rlI- tUl.lU'Nlf,!C -l;\ULt S f\l [f\jf i))\C:If~C t3/\1,;S DL_/\C[- D I r·f,JClf l Hl ih!Cf\f:1\Sf.D
i f\J(: i I l f- ( fr~ ClJhiCf~l- i l- l'
Ii l<JUvlUi/i /1C:uHmN,C:i HY ?'.SX
SUMMARY __ DFClli_6NTITIE~
i'rir,l Dote: 9/,':S/?O\Cl ~ilc ~fornc: 1604'.JV Gen~lotcs 01 lloriz. Scoie: 1:1 Vert.
1/\t l
/V,D
r)(Jx·y C[l/\Tf- D SP[
-r I l/\hJ b 11 Uhl Ct
)()
11)[;
! y '.Ji
IJ)
11
Sheet Revisions Dole: Cornrncnls I nit.
Cl
l lJADS:
:11
O.D98q
li
4 clOO ccJ,oou
,:\f<'. 0. IUlNC: l.O
FO~ BVR!£D UT!Ll iY HFDl(MATiON THREE (3) BUSINESS DAYS
BEFORE YOU DIG CALL 811
(e< l·EW-922-·1837) l)iJUrY
CUI rm CD~OKN)O
rm [)[ /vjl
Colorado Department of Transportation
IAl!oTi _,.,..,........_~---,,.~~-""' 6ch«.&hk1-tf v- i"Ai..sh_M,,,J,;)N
Region 5
:1>80,~S i\Jor th hiioin !\venue Suite 7.UO
Cll i\X:
EJA
As Constructed ~lo Pcvision,J: 9/10
r~eviscd:
Void:
\Vl \V'.2 Wj \V4 W~)
I\JCJTt PLAN AND ELEVATION W!\LL. Dl T/\ILS (1 [J,- 7) W/\ll DU/\llS (2 m· ?) /1i!CilliTCTUfV\L DUJ\ll.S
RAMP A WALL GENERAL NOTES
\\/1
Project No./Code NH 1602 1\4
Sheet i''1t.1rriber 384
Winc1·,vc,II /,
6640
6630
6670 f'' .)
f lcv. G67~
of
linq Slope
!"op of V/cll f>f<S~S.OD
of Woll
of Hot torn of (;hcur Key
Sheet Revisions Cornrncnls ]nit.
Woii
/ /
RAMP A HORIZONTAL CURVE DATA i\c••4 l 0 ",9'49" l.T. Tc••532.15' l.c"lOOl.16' fkcc)200 00' Pl•-Sta. 316150.39
[d9e of footing
I L .. - ...
Woll Loyout
Top of V/o!I f)5j(),C)C)
6640
6630
6620
Colorado Department of Transportation :5803 l•lor th lfoin /wcnuc Sui le ;:>OD
CD tl 15()1 <385 1 40 r /\X: 970~ 8~~165
EJA
f~cvccil
As Constructed No F~cvisions: 9/10
t, 12" (Mox.) I\Jo\c, ;:>)
l.
RAMP A WALL PLAN AND ELEVATION
Sheet Subset: W o!I Subset Sht.!ets:
ore token fron1 l\ to the f oce
r o toining 'Noll.
OiiO',VCd
Project No./Code NH 1bD2-··114
1CCH7
V/7 of ~) i\JtJiTib(;f 385
Slope
VIC1II L.oyout l.ine
O~ox.) h:cvcol
111 Fxpon:-;ion Joint t,iiotcr·iol
x
(\?)
1
()"
2' 8"
12
12"
(Tot. 2)
Sheet Revisions Dole: Cor-r1rncnl~-;
RETAINING WALL NOTES: 1. Cur1cretc :_Jioli Cun er etc D (V/ull).
ciriq J U1c1
j. f- ini:,hcd lJ·,-ndi' ~-;hoil be :;-i r-ninirnurn bot:un·1 c)'f--- tinq
tur W! f/1
!nit.
Region 5 EJA
Joint
~ -. 1 cu.
A To be included in 1 tern SO I. filter
TYPICAL SECTION THR0CUT:0FFWALL
TYPICAL SECTION JHRU SLOPE PAVING
Void:
in 10 ft. tronsvcrsc at each section.
? . Wire fobr·ic shall be 2. 11 frorn the end of joints oncJ shcill lop i3" ot ,;plices.
~'). Wher·e slope or berrn paving bulls against tructurol concrete, separate with 111 expansion
joint rnoteriol.
joint rnoterioi ond 'Neldcd 1Nir·e fobr·ic not be for separately, but shcili be
included in work.
:')tr-ucturc excavation for concrete :;i1oil be lin-1it.cd to the octur1I
by the slope paving concrete.
per cubic
continuous cmd
to the
be VYWF in substitution is rnoclc, n
reinforcing bar shu!! be added near the of the cutoff well!. The fiber sholi be
concrete rnix in such o fashion that the s ore uniforrnly dispersed in the concr::1te without
visible bolls or c!urnps in either the finished slope paving or in the p!os cor\crete delivered frorn the co11crcle truck.
7. Weep holes to be spc:cec:I ot 70' mox ond to thcin 10 1 fr·orn cclCJe of :·;lope povinq.
RAMP A WALL WALL DETAILS
Wo!\ Subset Sht:ets:
no cioser
[xis ting ;,Voll P-05-AK
oject No./Code NII lb02--114
Ho04 2
I\Jurnber 386
or
iOD I
.De toils. 07 Vert.
S tcn1 as con::; true ted
__ J-inishccJ ;rode or toe f siope.
iltt;r i/intcricii c:011tinuous Ccocon1posilc Druin.
Dr1c Tobric
for unckr l 206
tllotcrioi in Ceo textile Filter tied. Ceotcxtiie f"obric
true tlockfili (Ci(JSS
~-S 11 c-1 dr\lins fi) /tl- 1 rnox. c:r:ntcr to center, locotcd J QlJCH: ti tics of Dr oin
the co;:t of
DRAINAGE
Region 5
WEAKENl::D PLANE. DETAIL
Lxponsion
( iyp.)
Wcokcr:ed (Typ.)
WALL EXPANSION JOINTS A~.D WEAKENED PLANES
(Do ~lot l xlcncl ,joints Through r ootinq)
Tc)p of footing
As Constructed No F\evisions: 9/10
F?cvised:
EJA Void:
RAMP A WALL WALL DETAILS
roject No./Code NH 1f302 il4
I
'/ [ G] c
.
i~ '
1"
Dote:
f3ackqround Text,ire
/ Ill L igh t Sondblas t
I I
.. . .... , .... <.. •.
10'··()"
/(Cl)
/( I
\ L., , .. ····· ..
fr ~- r ,) Co,or .,do Dr·c1g 1\qgrc:qote
I I
ir-,'
I . ....
Sheet Revisions Colorado Department of Transportation ]nit. Cornrnents
.3cl0.S 1'Jorth fliuin Avenue Suite 200 Dur
EJA
l" Chamfer ot ticol
Typical
1. k1otch existing structure concrete coo\inq colors.
2. F~epeot lhis pottern in 10 foot len9ths from beqirining to e;nd of woll.
5. f)c,ltern encls ut bose of woii.
Apply Structural Concrete Stain to concrete slope poving in front of wc,11.
Ends be rnod:ficd
See 6" 13ond De tc,il .
tronsilion to next section
As Constructed RAMP A WALL ARCHITECTURAL DETAILS No i,evisions: 9 I IO
h:cviserl:
Void:
SECTIOt:l@
. ( )")
Project No./Code Ml 1602·114
\(,()4 2
Sheet I\Jurnber 388
El.00% L.T Ellf' 5.'.'0% I. T f.OP
PGl,lk PIVULJ'O!NJ ··. 0 00.% L'JVDT fOCJJNJ · O.OOX
'.'0% f<T FDF' · El.00% f\r Hlf'
V C Ti.JO' K SO.DO
~.10s ~)0 mph
V.C. l/0.8f31 K SJ.7-5
f,·1DS 50 mph
'.)1 '.i I 00 CJ 100
Sheet Revisions Date: Comments
Vert. Scale: As Noted F?omp C hofile Sheet1 New !'-······-··---·-+-Unit lnfom1ation Manager: spc 04/15/10 Ror:)p C Profiie Modifi::d
571100
fi/00
GCElD
(i(i(i()
6b40
(i(i)()
(i fi()() '.S72+ 00 '..i22 fLi /
Colorado Department of Transportation 3803 North Main Avenue Suite 200 Durango, CO 81301 Phone: 970-385-1440 FAX: 970-385·8365
Region 5 EJA
As Constructed No Revisions: 9 I I O
Revised:
Void:
Designer:
Detailer:
Sheet Subset:
RAMP C PROFILE SHEET
JMB
JMB
profile Subset Sheets:
Project No./Code NH 1602-114
16042
1 of 1 Sheet Number
A
CJl
co + 0 0
OJ CJl + 0 0
B
Full depth pavement
Note: ··Existing
.\-.) c (JJ
E u (JJ > n. [\] L n.
~ 01 c _.J ~:::; <I) u ·x I UJ
:S [\] ::,:
18t
are approximate
~ Q.
0 llJ 27.64'
(J)
2 0.. 0 w
tn x w 1 1.59' ~r* GORE
_J u I
0 ()
U1 ".
18'
(J1 ,_,. ~
+ 0 0
~
"-::,: ~ ·~ b: ct'. CL 0 llJ
- - -D E ·~
E
0 '° rl
(J) Q. 2 u "- 0..
::,: ~
0 ::,: w ~ r (J) _J x u
I w 32.69' 1 6.57'
TGORE
~ CL 0
18' UJ
"--.J + 0 0
34.21'
0 '° rl
(J)
2 0.. 0 LU
r U) x lU
HCL US 160
Q. ::,: ~
f:i w z :I llJ z: "5
8' 23.14'
GORE
2.60% 12.60% 5.20_% 2.60% I 2.60% 5.56% 2.95% 3.66% 6.61%
SECTION A-A US 160 STA. 84+86.94 = RAMP C STA. 518+00.00
Print Dote: 9/;:>:S/;:>010
File Nomc: l/2f50 GQ60l
SECTION B-B US 160 STA. 85+36. 79 = RAMP C STA. 517+50.00
SECTION C-C US 160 STA. 85+86.47 = RAMP C STA. 517+00.00
SECTION D-D US 160 STA. 86+36.34 = RAMP C STA. 516+50.00
As Constructed Sheet Revisions 1-------.----------..----1 Colorado Department of Transportation Cornrncn ls I nit.
Ramp C Gore Grading & Detail Sheet J MB .3803 North HCJin /IV(\llCJC No t(cvisions: 9/ IO
Cl f t.X: t(cviseci:
EJA Void:
O:.' ::,: ~
~ Cl. 0 llJ
. - \
0 '° rl
Q. Q. (J)
2 ::,: ::,:
"- ~ ~ 0
f:i ~ w r (J) Cl. n. x 0 0 w w w
39.95' 25.lO'
GORE
2.86% 4.78% 7.64%
SECTION E-E US 160 STA. 86+85. 73 :::::: RAMP C STA. 516+00.00
RAMP C GORE DETAILS
Project No./Code hJH 1602 llti·
1b042
1 of l t Nurnber 30()
?.!?,%
STA. 77+50 0 l?D lDO · BO 50 40
Sheet Revisions !nil.
Colorado Department of Transportation Dote: Cornrnents
Unit l.eoder Initiois 8LSOl .>R'.i 11;1:o ;\X; 970 .185·8:15:,
EJA
2. 78%
20 0
As Constructed No f\evisior,s: 9 I IO
ffoviscd:
Void:
;.>[) 40
I I
I
Cross Sections Ramp C Along US 160
JM[l
De toiler; J!Jic3
6630
66?0
£3C10
6COO
C5DD GO
Project No./Co ,
2.54X
csoo
C:,90 STA.78+00 1[10 1 () \?CJ - E3D --()() 40
Dote: ')/?>S/7()10 Sheet Revisions Colorado Department of Transportation File Norne: )77[30 X-Scc Doto: Cornrncnls I flit. Horiz. '.ocoie: 1:70 Vcd. ::;colc: As No jfl(U tfor th !Aoin /wcnuc
Unit Inforn1otion
EJA
-70 Cl )0
No F-levisions: 9 /IO
/ I
Cross Sections Ramp C Along US 160
60
C6:so
6670
CblO
6600
C:,90
2 of 19
Project No./Code NH 1607114
lb04
Sheet hi umber 392
c) L
. Scole: 1:20
Ei530
bGOU
100
Ved. Scolc: /1s Noted Unit l_eodcr .[nitiols
140
Dote:
I I
STA.78+50 170 · 100
Cornn'ler1 I nit. Sheet Revisions Colorado Department of Transportation
~ I :sso.:s North ~~oin fwenuc ~JOT ,;uite 2CJO ----- s1:so1 ::'f~«'d\t>flt.fi: -:)85 ·1 11t10 r-·/\X: 9/0- :sE~S--8:)65
Region 5 EJA
l.69%
() 70
Constructed No l<cvision,;: 9 / I CJ
F;;evised:
Void:
I I
I I
Cross Sections Ramp C Along US 160
GO
6540
5630
6Ei20
6£31()
b6DO
G:,90
3 of \9
Project No./Code ,,H 1602·l14
lCO~ 2
Shet·: t hlurnber 393
GCDO
C:iCJO
180 ?O ·100
Sheet Revisions Dote: IniL
. Scoilo: 1:70 Vert. Scoie: /1s r,oled Unit L. coder I rii tio!s
1.19%
STA. 79+00 dO CD
Colorado Department of Transportation
~OTj ... All!lllllllllll ................ :~ ~---~~ v,"¢.J:fvh-.:J c} fh1<;Y.;'A\Af,~1+i
Region 5
jf\Qj i\Jor th Sui tc ~200
CCJ
Lk1in /\venue
10
EJA
i.lBX
20 0 20
As Constructed !\Jo F\evisions: 9/10
f~evised:
Voici:
I I
Cross Sections Ramp C Along US 160
GO
G640
6620
bG O
6['100
Project No./Code NH 160:>·il~
()f i9
13() lCD l~ ()
\/ er t.. Sc:ulc: /\s No tcd InfornK1tion Unit L.eodcr JnitiCJls
I I
i /
Dote:
]?[)
Sheet Revisions Comments
STA. 79+50 · 100 80 60 0
!nil. Colorado Department of Transportation
Moin /\venue
E,JA
UO%
7()
F~eviscd:
\/ oicl:
(' .,
onstructed 9/10
70 0
I
I /
I /
Cross Sections Ramp C Along US 160
Sheet Sub~)et: X ·Sections Subset Sheets:
I I
co
CC40
C630
662[)
6610
bE3()0
5 of 19
Project No./Code l'JH 1(302-114
1604
395
0 . .')6%
GGOO
ST/\. 80+00 1 'l() lGD i?O 100 80 ()0 ()
Sheet Revisions Cor-nrr1cnts I nit.
Vert. ',colc: .l\s ~iotcci
Unit Lender lnitic.1is
5
20 0
As Constructed No Pevisions: 9 /IO
EJA Void:
20 ()
Cross Sections Romp C Along US 160
6640
Gc,:so
6620
C510
GGOO
co
Project No./Code NH 1602 114
Sheet Nurnbcr 396
·2.00%
10
fifiOO
STA.80+50 lilCl lSO 170 100 80 --co
0.82%
70 0 70 60
6C40
6620
Ci.ilO
660()
I f i
~~·~;-;;-:7i,7~0r:in·~--~~~~--~--~-y--~~r-~~~~S~h~e~e~;~:c~:~:n~~71
'..~~:~~o~r-is~---Ir-,it-_..,.-C_o_l_o_r_a_d_o~D-e_p_a_r_t_m~e-n_t_o __ f_T_r_a_n_s_p_o_r_t_a-t._io~n~~.--A-s~C-o __ n_s-tr_u_c_t_e_d __ ,.... __________ C __ r_o_s_s __ S __ e_c_t_io_n_s------------,.-P-r_o_j_e_c_t __ N_o_._/_C_o_d_e-i
~ I :sso:1 Nor·th f/,(Jin /wu,ue I' ') ' ' 9 0 Ramp c Along us 160 i--·-·-····--·--t·----···-·----------------.+-----·····---....; 1r::fS9,V () ]' Sui l.e 200 -~O 1,cv1s1ons: / \
_.....,......._........._..,...: CD RUOl ~.,1m~J7:Xi,r~:: -,-Sf):.) 1 40 ~-/\X: 9 /() :)85· 8:)6:)
NH 1602--114
Ur1i t !. coder Initiois JtvlU f·Zcvis~;d: 1C042 De toiler: Jtvll3
Region 5 EJA Void: 10 Sheet Nurnber 397
0 z
Inf or rnotior1
i lb()
Ver l. Scole: As ~JolccJ
Unit l.eodcr Initi:1ls
I I
Cl
Dote:
STA.81+00 i20 \OD 80 60
Sheet Revisions Cornrncnts r 'f
[flit.
Region 5
1.57.%
-20 ()
As Constructed No f~evi:;ions: 9/10
f<evised:
Void:
?Cl 40
/ /
Cross Sections Ramp C Along US 160
5630
6620
G61D
C6DO
60
Project No./Code NH 1602 1\4
1G042
8 of 19 398
G640
C600
STA.81+50 mo 1b0 1 Cl · )?CJ ·100 80 GO 0
Sheet Dote: Cornrncnts !nit.
Colorado Department of Transportation Horiz. Scoie: 1:20 Vert. Sco!c: /,s l'Jotcd Muin /\venue
Unit lnforr,1olior1 Unit I .. coder [ ni tirr!s
EJA
?O
As Constructed No Fcvisions: 9 /IO
F<evist d:
Void:
?CJ !JO
Cross Sections Ramp C Along US 160
Sheet Subse :_: X -Sec hons Subset Sheets:
60
9
CG40
66?0
6(:;10
C500
6590
ject No./Code Mi 1602··114
\C042
19 Shcc t t,Jurnbcr 399
() ·1.99X
hC370
STA.82+00 1)0 · JUD 80 GO ·40
Sheet Revisions Cornrncnts !nil.
llori1. Scole: 1:70 Unit lnfor·rnntion
Region 5 EJA
i.L,%
70 Cl
As Constructed '"o ficvisions: 9 I I Cl
F·?eviseci:
70 40
Cross Sections Ramp C Along US 160
CG50
6650
GG20
GSlO GO
Project No./Code t~H 1602 114
1604 2
1cet hlurnber 400
6(3:,0
CE) 1\0
lGO 1/0 'tOO 80
0
6(3?0
lilO !CO 120 100 80
Sheet Revisions Dote: Cornrncnts !nil.
Horiz. Scoic: l:?O Vert. Scale: /1s Noted
Unit Inforrnotion Unit I coder· Iniliols
Region 5
·2.00%
STA.82+87 ?0 ()
0.9)%
STA.82+50 ·60 ()
Constructed No f~cvisions: 9 I IO
F-<cvised:
EJA Void:
?O
?Cl ()
Cross Sections F~amp C Along US 160
C650
6640
60
6650
6620
60
\1 of 19
Project No./Code NH 160?·114
1C04 2
Sheet Nurnber
-0.19% -2.00%
()
STA.520+00
so co () )()
Sheet Revisions Do!e: Cornrrren ts lnit.
Uriil [_coder lnitiols
Region 5
80 100
As Constructed 1~0 ffovisions: 9 I IO
f~eviscci:
UA Void:
11;()
Cross Sections Ramp C Along US 160
C650
lGO
Project No./Code ,,JH 1602 114
16CH2
91ee l l'iurnber 402
-2.93X
bG40
STA.519+50 -40 70 C) ?O
-s.20;;
STA.519+00 . 110 0 70 40
() STA.518+50
co () 7'.) () /D
Sheet Revisions Dote: Cornrr1e11ts l nit.
Unit l,ccicJc:r Initiuls
GO ElO 100 120
GO fj() \00 \20
GO 100 170
hlo F,evisions: 9 I IO
f'(evissd:
Void:
140
)!,()
Cross Sections Ramp C Along US 160
160
160
160
GG:)0
6640
6650
6G40
G560
56~0
Project No./Code NH 1602 114
16042
t i'Jurnbcr 403
f,ii'iO
" u
c~O
HO
60
CD
A.518+00 () 4 () 60
STA.517+50
70 C) 20 40 GO
Sheet Revisions Cornm0ots !nit. Colorodo Deportment of Transportation
f·· ······-·····-·-+·--··------·------·:....··-----1-... :: ... ·.:.:.: .... J :SSCJ:l North l.lioin /wern.ic llCJlo:
:;uite 200
EJA
100 120
100
As Constructed i~o F;evisions: 9 I IO
Void:
·, '
6G50
' 6650
140
Cross Sections Ramp C Along US 160
-Sec
' '
160
160
5CCD
o ject No./Code l~H 1602·114
16042
t i\Jurnb~r 404
0
· 60
0
co )CJ ()
Sheet Revisions Dote: Corrirncnts
··5.557,
STA.517+00 /() GD
STA.516+50 )() 4 () co
Colorado Department of Transportation
~OT! -- ........ ~---~~~~ ...... [;,_e'A,'i,1.f.,.'if di fapn';,\,41An0N
Region 5
:S805 f~or th tviCJin /wcnuc Suite ?00
cu
EJA
i:30 100
80 100
As Constructed f~o flevisions: 9 I IO
f<evised:
Voicl:
l?O
170
140
HO
Cross Sections Ramp C Along US 160
,,Jtv1[3
JkiE3 ~;heet S1Jbsct: X Sections
66CO
160
6610
6660
bG50
[1640 )(;()
Project No./Code Nh 1CO? 14
GbJO
5.3?;; 5.67X
bO 0 . ?Cl
Sheet Revisions Cornrncn ls
r_f_i_ o __ r __ i_ z._. _s __ c_o_i .. e __ : __ ._1_: :_) 0-·----··-·---·-·----··-·-·V···~c._ r t. :; c c,I e: /\s No t e d Unit inforrr1ction Unit L.r::Jcier Tnitio!s
0 )C)
STA.516+00
40 GO
Department of Transportation ,380~~ t'-.lor th 1\t\ciin /wenuc
EJA
bO 100
,A.s Constructed No flevisions: 9 I IO
f~evised:
\I oid:
120 l !: ()
Cross Sections Ramp C Along US 160
6670
6660
6G4Cl
b(:)30
lGO
Project No./Code NH 1602· 114
1604
1 ~) Shr:ct Nurnber
f3G/O
CE360
()
6G20
GG lCl
GCJ
Prir1t Dote:
l·lor Scolc: 1:70 Vert. Scoic: /\s i~otecJ Unit. Infounotion Unit Lcodcr lnitio!s
7.26%
. B.007.
STA.515+50
40 70 0 20 bO
Sheet Revisions 1--D-o_t_c :-,,.---.,;;..C_o.,.;.rn.,;;;r.,.;.nr.,.;.cr,;;;;.1 t;..s.;:..:..;.;;;._.....,._l_ni-t.---1 CO j Or O d O De p Ort m 8 n t Of Tr On Sp Ort O t j On
t--······-·-···t····························-··-·-·····-·-··-.j.-·········-·-1 ~ 0 Tj f$flll'---~-..... r·········-·········t·~·-····--·---·-···········-·-··~······~-~ r,.--..,.,,. ... :~.~
6~¢N1fJi:N, t} fc.:p,<.s,i\Z(i}f,Ah).'l
Region 5
~)803 f1ior th tJloir1 !I venue Sui le 700
cu f31:SC)l Vr4CJ f t,X: 910 ·38S·cl:165
30 100 170
As Constructed Glo f-,evisions: 9 /IO
Void:
\ \
\
140
\ \
\ \
\ \
\ \
Cross Sections Ramp C Along US 160
G670
6660
6650
6640
bfi3C)
f3Ei?CJ
fi61CJ
160
Project No./Code NH 1602·114
l 7 0 f 1. g Shec t 0iurnbcr 407
GG /CJ
·s.oo;; - -0.0:1
GC'.iCl
STA.515+00 GO 40 ?CJ ll 0 bO
f'rint Dote: Sheet Revisions !nit.
Colorado Department of Transportation File I\.Juine: Dote: Cornmcnts I !or·iz. Scole: 1:?0 Moin /\venue
Ur1it lr1f or rnotior-U f .t\X:
EJ.A
[l() 100
As Constructed ~Jo f,evisior,s: 9/\()
f<evisccl:
\I oid:
\ \
170
\ \
\ \
\
l ()
Cross Sections Ramp C Along US 160
Shee\s:
G67ll
6650
6650
66!:0
bb/()
liCiO !GO
13 (Jf 19
G6/0
6C60
GG10
f30 40 /() 0
Sheet Revisions Dote: Cornrnents lnit
Vert. Scole: /\s f~o
-B.007.
' \ \
STA.514+68
GO dO 100
Colorado Department of Transportation As Constructed Moin Avcnlle l~o Pe visions: 9 I IO
:sCJ 1 ,1~-!rO r:.1\X: 9/0 ._'S()S--E<Sh:5 F:cviscd:
EJA Void:
\ \
\
\ \
\
170 j/;.()
Cross Sections Ramp C Along US 160
]60
6670
SGCO
G650
sc.:so
GG:->O
GClO
SHEET NO. D1 D2
DJ
D4 D5
D6
[J'/
D8 D9
D10
INDEX OF DRAINAGE INDEX OF SHEETS
STANDARD PLANS LIST
DRAINAGE QUANTITIES
DRAINAGE PLAN
DRAINAGE PLAN
WATER QUALITY POND SECTION & DETAILS
MISCELLANEOUS DRAINAGE DETAILS
STRUCTURE CROSS SECTIONS
STRUCTURE CROSS SECTIONS
STRUCTURE CROSS SECrIONS
Sheet Revisions t---0-o-tE-~ :_,_;..;.;,..;;,.-=..;(;...:o.;.,,r;_;nr;;.,n;_;er~, t;.;,.,;;;.;.;.;:;;___,,,._I r-1,t-. _--i CO IO r O d O D 8 p or tm en t Of Tr On Sport ati On
EJA
As Constructed i~o Revisions: 9 I IO
F~cvi~~cd:
Void:
us 160 I us 550 DRAINAGE INDEX OF SHEETS
[ VALDU . VN.DFZ
-···········---· \:llrcf\IhU\G[ \ D1 of DlO
Project No./Code hlH 1602·114
16042
Sheet
• 1\i1 6():1 7
D lvi co:s .\
• II, GD.\ ·10
D 1vl--G01~- 1C)
• M-604 11
D tA E3Dt1 17
D II, b04 1'v1 C0·1 ?D
• M-(301\ 2:i
D lvl 60:J
D IA COG 1
D tvl-·bOC--1:s
D lvi-CDb 14
NEW OR M STANDARD PAGE NUMBER
D STANDNW SYMH[ll S (5 SIILTTS). 1--3
D N'f'RDACII F,DADS . . .. 4 D DITCH iYfOIS .............. :i D SUF'[RU i VAT llJN CFWWNU) Al,D ...... 6--8
DIVIDf<D lilCIIVIAYS (:I SllfTTS)
C:::J SUf'Ll,UJVArllH, ifffl (2 SllfTTS) ..... 9 10 CJ LXCAV/1Tl[lN AN[) llACKFlU. f[jf\ srnucTUf,fS. .. 1 2
(2 SllffTS)
C:J lXCIIV/\TlllN N,D fl/1C!<llll IUi, Uf,lDGLS (;> SH!,TS) .. U 14 D ITlvif'[mAFIY [FWSICJ~J CLH,mrn_ (/ SHU:TS). i:J :n
D MA!UlCJX :,Uf'f'lmiS (;> S!
D f'L,i\NTH,!G D[Tl\ll_S
D Clll,Ci<l f'AVi HFNT ,lllINTS (:i SHFEfS)
D f·IUCTUf,/\1 f'l.All f>Ii'[ fi-20 UJ/\l)iNG
D '.;JNCll C:U~!CPUI
C:::l [)[)Ulll f ClJNCF<E Tl
llllX CUL.VU\! (7 TS)
IJUX CULVU<T (;> SIIITTS)
D i fW'l t CUNCf,f i UCJX CUL (7 SIIFETS)
0 11[1\lJW 1\I I f llf, f' CJ ·r "S" SADDl I Ii N)W N l c; F[JF;
[_] I Ii ;\D\'IJ\il S /\I,[) f'lf)[- lJUTl ET i'!,VlNG
D WH,JGW/ll i Hlf, Plf'f m, fl[lX CUl.VU\TS.
c:J D D
75 79
....... 50
3/
.59
. .............. 40 41 2
.. A
r=i C[INCi<i if. ;\~ID IAE I J\i i ND Sf Ci I[JNS (2 Si 11:F i S) .
D lt'0lJ· T,
D l1\lL.LT, rypr· D ..
D ClJFZH Jr\j[,f-·-r rYt'[ F'. (/
D D D D D C::J D
LI.
S!I[[ iS)
I
'j)
co Cl /6
/!ilD
E\l 83
PLAN NUMBER D tvlC07 1
D tvl-C07-?
D IV:607 :s D IV:607 4
D lvHiD7 10 CJ tvl--60 7 1 :i
Dtvl6DEH
CJ l+GD9 1 D 1\11 bll--1
CJ M-6U 1 D tvl-GJ/1-
D M·C14-2
D IA-61:) J
m IA6lc, 2
D lvi GJG 1
D lviG?Oi
D IA-(320 2
D lvif320 11
CJ 1+c20 \2
NEW DR REVISED
M STANDARD TITLE
PAGE NUMBER
NEW DR REVISED
S STANDARD JITLE
P/\GE NUMBER ----
D WIR[ f U,C[S ANO CATES (3 SHtTTS).
D CHAIN LINK fTNCE (:S SI lfTTS) .
............. 84 86
............. 87-89
D l3Af?RIER EfNCE .
D ll[Ul EfNC[ AND GAH'S (2 SHETTS).
D f'ICK[T Sl'-lDW F F:NCE D RDAD CL.OSLmE GATE (9 SIIFTTS)
D CUF,El RN,1f'S (4 SHEETS).
D CURflS, cur1rns, N'-l[) S!DEWALl<S C3 SHIFTS)
CJ CAT TL[ GUAiW (2 SH[E-f S).
D RllADW/1Y UGHTING (4 Sll[[TS).
O IWl,1[3l [ STFW'S CS SI IE[TS).
D SN,ID f3ARRU NmAYS (2 SI TS).
D [MEli\~Jl<lviF:NT f'FWH C rrm TYi'[ 3
D [lvillANKM[NT f'IWI ECTm, TYl°f: :i ..
D INVU,T[[) Sif'flCJN
D F"!EW L.N3Clf,AHrnY Cl1\S:;
D ICE Cl.ASS 1
D FIU D [JfFIC[ Cl /1S';
D SUPV[Y IAlJl,UlviF:NTS (2 SI lffTS)
i/\M)/\IW f1l N0 HUX i\f-n [J
r c.; !l·m [C/\[TD i II fz[[]h! ilY USU) HJ CllNSTf?UC T r i
M&S ST /\i,J[)/11;:[) f'l /1S SlJflf 1l CT WHrn N1Pl Y [J TfliS
D '. 1 /1Y lilJ~ Clf/ SUft;[DlN\Y l l[Jck
..... 90
91-92 . 9,)
.. 94 1D2
103-lOC
110-111
112-li5
l\G-Wl
ll'H2D
121
122
.... P4 125
...... 126
12/
l?B 179
D s--c12-1
D S-Cl4-1
D S-C14-?
D S-614-3
D s b1 4,-4
D S-Cl4-5
D S-614 c
CJ S C14-3
D S-Cl4- \0
D ~;- C't4 12
CJ S··-614 14
D S-61 20
D S-f314 21
D S (314 -n D SC14 -40
D S--614-··40A
D s--614-·so
D S-C27-1
S 6:50
D S-C30 2
D s--b3o--:s
As Constructed i'-lo Fevisions: 9/ IO
D D D D D D
D
D D D D D D D D
D
D D D
D
D
DEL.lNEA!Cm INSTAU./\T][)NS (5 SH[US).
GRDUND SIGN PL.AC[Mf:NT (2 SH[f:TS)
CLASS I SIGNS
CL_ASS lI SIGNS .
CL.ASS III SIGNS (3 SIIEETS) ..
BRE/\K-AWAY SIGN SUPPDRT H.m GF:CJUND S!Ct,S (2 CCJNCf<[T[ HJ[JTJt,GS N,D SIGN ISLAl,DS .. FOf< CL.ASS III SIGNS (2 SiffTTS)
131-13:i
..... 136--137
.138
. 139 .......... 140--142
...... 143--14~.
145-146
TUBULN, SHTL SICN SLJPPlmT DU All S
MAF,Krn /\SS[lvl[ll_ Y H'>IST AU_/\TIDNS .
STfWCTUF,E t,UfABrn INST N ! AT ][]!'1 .
('.:i SIIEUS) . 14 7-1:il
. l:i2
153
FLASHING flU,CDN /1ND SIGI, H,ST N l./1T l(JNS (3 SHFTTS) 1:)4 -1:iC
i Yf)ICAl. PCJLI: MDLJ~IT SIGN INSTALLAI Irn,s
CDNCF![T[ Ll/1f<FlER SIGI, f'DST INST!\!LATICJl~S
TYPJC/\1._ fvilJLTJ-SlGl'1 H6T/',LlATJCJNS.
iYPJC/\L TP.i\FFJC SIGW1!. INSTAU_AT][)N Dl,T/\ll_S. (7 Vi)
NTE:F<NATlV[ rnNTIC SlGNI\L_ lNSTALl.AilDN D[TAJL.S.. (5 SH[[TS)
lv1[ll~CHUE3[ UVFJ,iiE:AD SIGt,S (14 SH[US) ..
P/\VUA[NT MAf,KJr,JGS (:i SH[US) .
TRNTIC CUNTRCJL_S FDR HIGHWAY CCJNSTFWCT][)N. (12 SH[[TS) R[V]S[D DN o:s/05/07
DFWlviS, CDNCF,[T[ BARRIERS (T[ivif0 ).
PANELS
FLASHING B[/\CCJN (PCJfH J1BL[) OU lllLS.
. 157
. 1SE3
.159
lCO l[iC
167 171
172-18:i
186-190
191-202
.203
.204
COLORADO DEPARTMENT OF TRANSPORTATION
STANDARD M&S
PLANS LIST ST/\NDARDS
July 04, 2006
STANDARD PLANS LIST
07 of D\O
Project No./Code
lt3CJ!+ 2
t i\Jurnbcr 411
AO[)ITIDNAL DRAINAG TRUCTUR QUANTITI s NUTE: STf<UCTUf<N. [l!\CKFIU. r,t:oumrn rnR crn,STRUCTI[J,~ m· DF,/\!Ni\Gf lMf)fWV[lvlrnTs SIIAU. fJ[ CLASS l Of, FLCW F TU.
18" 24"
[ACH EACH EACH EACH LF LF 5 1 10' 5' 10' ::> 1 10' 5 1 10 1
STA 521+62
FL.OVr' FILL
CY
CORRUCAT[D METAL PIF)E END SECTIONS
EACH
·------------------------~-·--------·---·--------·------------------icDNC,~ETE DUC T!lF F<t1N,=--o;:.:cED F)JPE
liANfllJL E SL.AB BASE CLASS 111, (CIP) 1---·--·-----......------+---.--.--,-·--- f/EINFCJRCED
CONCRETE 4' DIA 6' DIA 18" 24" 30 11 36" E:ND SECT IONS
EA EA LF LF LF LF EACH 5 1 10' 15' 5' 10' 18" 24" 30" 36"
171
Pl PF
18" 9n
LF CY
4.5
STFWCTUR/\L SL.OPE CONCRETE
RIPRt,.P iEh'rJfim PE:R~,~ 050 iGEDTEXT!l TRM
CONTROL SDIL DlTCH F)AVWG 12" 18" 24" BLANK[ T b ~r·cnf·r
CY CY CY SY SY SY CY CY
14
·-N,_lNAH W/0 rrn~o fN/0 rrn,o TYPE 5 f~CP r,-3295-2 ORIFICE (~RADc :Ei EMBt,NKMENT !Fil rHJGS
DOUBLE PROTECT Of( 'RA\IE GR A ff
w/Rnx EACH EA LS EA LA
r·--··--···--r-----------··-+--·J---~6---~w·-+---1--t---+----+---+-·-----+----+---1--1------l-----f--1---~l-----1----~1---+----l--+---1--·-+---·--•s.--......;-~-+----+------l--------"'---~.......l~-~-l-----~----~~-t-~-·~-+---~1--~--~~~-~-STA :s22+?4 \VQ f'[JND
us 160 STA /8i4 7 i[J ;?b i20
STA 7EH4:S l[J 80+?6 ,____ .......... STA b0+1 I
'.)
f'r1nt Dole: 9/2:\/2010 Sheet Revisions Filo l~rnoc: !Go,12. DODO? ICJ ----·--·---····---·--·-----··------l Dote: Cornffients !nit. Ho111 Scc:ie: 1:1 Vert. Scole: I\J]NF
[n f orrnotion lJnit leader: VSf
i
Colorado Department of Transportation ~)()l'j 3BO:s 1'1orlh ldoin Aven•w ~ , Suite 200 __ ,.....--..~,.._ :.so1 ~=).r c" r~Y>H':}-;,'.141.d,;: Phone: r/\X: 970 <S85--85t)5
Region 5 EJA
17:,
JO.: :LI 115
As Constructed No f\evisions: 9/10
268
58
22
14
14
4.1
124
!;00
524
us 160/ us 550 DRAINAGE QUANTITIES
Project No./Code NH-1602-114
16042 ICJ Is 11_~-----------~ De tuiiei- F: · ;'.\I.D[7 lc-lumb I !---···-·---··········-······--·-···--·--·-··--
Shed 1;ubs :DfU,l'~;\CI: 1 Subset Shr:cis: D:5 of [)JO Shce t I\Jurnhcr 412
(RAMP A) 323+0
i~CJT[: Pf?CJTr:cT Wt:.TL/\t)D /\~·~[/\S WflFf;~t· crn,1s rnuc:r TD~! .Au riwf D !1ND IAT 1\f,r Nl,JI\Cl ~!I i [J Clll~SH,UCT!lli-1 /IJ~I[ Wt (]fU1NG[ f'l N:; Tl C [ i~G !\ND [lllif)S /1S ( JU Tl l,'11 D IN i I I[ S Tllh'.l/1\V /\.I t11/,I\J/\CFL,fr.!\r! FL /\1-1 f JI, II IL l'f<IUi CT.
Print Dote: S)/28/?010
f iic i-lornc: 1
SEE CROSS SECTION SHEET 08
SEE CROSS SHEET 09
Dote:
r - Lll en n~
Hori1. ::.;cole: \:\()CJ Vert. Scale: /\s Noted
W[TL.N'10 /1f,E /\
Cornr·nents
lf) 2,
l.0
'
0
t cO
D:'.
(US 550)
269+00 (US 550)
n. u
CY (f) !,-1 n._ > (n 0. ~ () ~~ ~.'~
() f LiJ C'-l >< Id >- lli V)
U) f- - rn CJ
U) ld lfl (.'.)
WO POND Of.SIGNED tlY
l_r) lei
Transportation tllciin /\venue
EJA
lf) 2,
\C
0 0 J, c0
As Constructed ~lo f,cvisions: 9/10
F~cviscci:
Void:
PROPOSED STR. NO.I P-05-W ~ I
-~ I
SWAI f. ~ d:,,0, '" ~ DFS!GNi D """ f 'o %,~ BY CDOT ~ 0
1))
C)
l :_;-_: Ld
Ld C) Cr'. \1.} r:t. ,;., LJ J1
r·-) ( 8.j en'/ r< .. J to. ~A ~ ~~ t~ ~ t:;
"'- ld ::=: fD U)
'n -0· U) bon<n lLl W L.J L) rt': }_ z (r'. ::3 ,,, ~ ~ () () ct U) L1J
f • Ld Ld Li.J Ld l/l rr: n. n en
DRAINAGE PLAN US 550,RAMP C
160
D4 of D\O
SCJll. L.01\fJf.D /1ND SEEDE_D -r F\t·,'i
lV
j / 1/
Project No./Code NH 1602-114
16CM2
Sheet Nurnber
PROPOSED STR. NO.
SEE CROSS SECTION SHEET DlO
SEE CROSS SECTION SHEET DlO
SX!SllNG f<.i) w I WF Tl. !Ii~[) N,E.i\
fXISTH,JC IU.J.W.
I\Hff l: .. : i'IWi[CT WITL/\NI) N,f /\'; Wilf.f,f~ C[J1\JSTI'; CTlll:\I TS ~
PF\[)~JfJSLD 2/~!I F\C~) VI/ r :rn,
C[Jf\t.: DFdL.l. ,:5 11 \'//()
Vi/ If'-1\/t-_h: r [:l., f)f3UsS}:J) '.J'ff<rlfA !/1Si U~l) ili l.Xl iI~!C
1D1 Ih!l.F T
LX1STif,JG '.)\ U :sc 11 F?CP W/ ·1 'O)t l!~Lil U/S l\l~D ff. D/S
r~ vNm:s
OOTTOM SLOPLS FROM [I: 6604 @ N[ E:ND Tll [L 0 6603 :, @ SW ([JU TL.ET t ND)
P.,s Construe ted ,,Jo f<evisions: 9 I I()
f<cvisccl:
Void:
0'
WATER QUALITY POND SECTION & DETAILS
Cl .. ASS 'A' [f';[]SI[JN CCJNTIWL
10· 20'
[XTE:Nll TD FINISHED Cl~ADE
Project No
415
r.HN. 61 '/'/JD[ SCJlL I llf,DID A,J!) SFTDfD
I< ( '
' ) /\.
Print Dute: 9/28/)010 _________ ·--·--·--.. --.............. - .......... - ... , File r~mm,: i/7flD [)[)101 iloriz. Sc:oie: 1:10
I CY iiif'iU1f' (Dso ·9") 18" THICK uvrn & SUflF<OUNDED [IN ALL S!DLS UY ?2 SY CLASS '(\' !FllJS][)N crnmmL Gt:Oi EXTiLE
·, \ \. \ \ \
-: __ .l __ l
Sl UPF P/\VING
f ~ I Y f) 1()0)
us 55 IWADWM rncE LH,E
2
,JS '.iSO fli,JDG[ PlfR
·er SC,'\U::
US 550 BF@CE UUllltlF
Dnte: 1-------,,;S;;;.;h..;.e.:...e.:...t~R.:...e_v_i_s_ ·, o_n_s-,..--~---i c O IO rad O De p Ort men t O f Transportation
Corrin1cn ts
.1\X: 9/0
EJA
18" DU:P DITCII WITH srm I [)A[)[[) AND SEEDED TRM LINING
t\s Constructed No F,evision:;: 9 /IO
Void:
DIA
[),:plh !I !uul ti :d'
:n )(1:; l '-.()
-,.::;o TL[ 12 10 :'> J (l() (', (l
tJ n :-- (,10-t,o. :: ,:· u iO.s: i ·\() f:.imp [) h \ 3 - _"\(>, ,j l O' V f 1(1'> i )()
MISCELLANEOUS DRAINAGE DETAILS Project No./Code
NH ·1502-114
16042
D1C) Shec t Nurnber
6650
G64ll
66?0
bGiO
ChOO
0 ?O
iO
bC20
bbl() () ')O
ST A. 322+o~1 10.0' RT (RAMP IV C.L. 4' DIA MANHOLE
RAMP A
Cl
WQ POND SEE SHEET 06 100 YR EL = 6608.11 WQ EL = 6605. 70 Q10 = 15.9 CFS Q100 = 51.6 CFS
EL = 6604.0 ST A 322+52, 129.2' RT (RAMP IV INV (OUT) = 6604.0
PROPOSED GRADE o RAMP A EMBANKMENT
122 LF 24" RCP S= 25.4%
l ST A. 322+48i_ 120.3' LT (RAMP A) PRECAST VEKTICAL BEND "' 14.3°
, INV = 6604.03 -- 4.5 CY RIPRAP (Doo = 9")
OVER & SURROUNDED ON ALL SIDES BY 14 SY CLASS 'A' EROSION CONTROL GEDTEXTILE SEE DETAIL SHEET 07
60
-~- ST A 271-H36.81 227. 7' LT (US 550) INV (OUT) = b627 .5
12 LF 24" RCP @ S= 0.3%
10:J 170
PROPOSED GRADE O us 550 EMBANKMENT
RIM EL = 6641.59 INV (IN) =. 6633.91 INV (OUT) "". 6633.81
.4
160
EXISTING GRADE
lfl()
167.5 LF 24" RCP S= 24.6%
EXISTING GRADE
ST A. 27J-H3.3.1 210.3' LT (US 550)
L PRECAST Vt.RTICAL BEND = 13.8° 6 CY RIPRAP (Doo ~ 12") INV = 6627.55 OVER & SURROUNDED ON ALL SIDES BY 25 SY CLASS 'A' EROSION CONTROL GEOTEXTILE SEE DETAIL SHEET D7
() co iOO 1)0 140
Sheet Revisions r-::i)-o-t (-; :_T"'" _ _;;,_C,;,,., o,;,,._ r,;_nr:;,.n,;_c;.,;rH,;,,.S;;;.;_~._.,,,--_._,,,,j CO IO f"O d O De p Ort men t Of Tr On Sp Ort O t j On I nit.
j[l()j Nor th t·foin Avenue Suite ?00
Cll SUOi iO ,;o F ,\X: 9/0 ji3:, EUfi'i
EJA
1
ICO 180
As Constructed
No r<cvisions: 9 /IO
Void:
45 LF 24" RCP @ S= 8.7%
?00
?00
ST A 321+62.40, 19.00' LT (RAMP A) VANE GRATE INLET TYPICAL STATION PT. GRATE El = 6642.79
L ST A. 32H£3.5, 17 .2' LT (RAMP A) C.l. RCP @ INSIDE FACE OF INLET BOX 3'VANE GRATE INLET INV (OUT) = 6637.79 Qrn = 0.3 CFS Q100 = 0.5 CFS
EXISTING: NONE REQ'D: VANE GRATE INLET PLACE 171 LF 24" RCP W/ PRE-FAS VERT.BEND & FES AT DOWNSTREAM END & RIPRAP OUTLET PROTECTION
220 240
5650
6640
6630
6620
6610
5600
l,590
ST A. 271+30.8?.t 51.501 LT (US 550) VANE GRATE AVPROACH SLAB INLET W/ 6'VANE GRATE 6680 SEE BRIDGE SHEET 88
l ST A. 271+31, 51.0' LT (US 550) C.L. RCP @ INSIDE FACE OF INLET BOX INV (OUT) = 6667.5 Q10 = 4.3 CFS Q100 = 7.8 CFS
EXISTING: NONE REQ'D: APPROACH SLAB INLET W/ 6' VANE GRATE PLACE 179.5 LF 24" RCP W/ PRE---FAB VERT. BEND & FES AT DOWNSTREAM END & RIPRAP OUTLET PROTECTION
no 2°0
6670
GbGO
6650
66!.lC)
55:10
b6')0
b510 SCALE: HORZ. 1 "~20'
VERT. 1 "=20'
US 160 / 550 DRAINAGE CROSS CULVERT SECTIONS
Project No./Code ,~H lb02-il4
1b04?
Sheet hiurnber 417
Gt,70
CC\D
/0
GC30
() 2t)
ST A. 78+o4, 113.8' LT i----- (US 160) I EL ~ 6599.3
PROPOSED GRADE @ us 160 EMBANKMENT
27 CY RIPRAP (Dso m 12 11 ) _J 25'L X 14.5'W X 2' THICK OVER & SURROUNDED ON /,U SIDES BY 58 SY CLASS 'A' EROSION CONTROL GEOTEXTILE
80
VANE GRATE flr'PROACH SLAB INLET
STA. 78+20, 97.7' LT -- (US 160)
INV (OUT) = 6601.0
30 LF 30" RCP @ S= 4.1%
100 170
l __ STA. 78+471
71.1 LT (US C.L. 4' DIA MANHOLE RIM EL = 6614.65 INV (IN) m 6610.4 7+ INV (OUT) = 6602.46 010 = 10 CFS* 0100 = 30 CFS*
1 14!) !GD
i:~~!:t~R,oDE ---\_ J!STA. 514+88.l~(._22.50' RT (R/>MP C)
§~,f:TR#SIGNED -- r{E 3~t:ftG\ Gs~ilIET 88
----- -----\ --------- -· Ii II ---EXISTING GRADE --, li.1 b(j[;!) GGGD
PROPOSED 24" RCP
0
STA. 515+19, 27.1' RT (RAMP C) C.L. 6' DIA MANHOLE RIM = 6661.50
J26 LF 24" RCP @ S= 3.5%
24" INV (IN) 6656.69 36" INV (OUT) =6655.5H
1 70
L_ ST A 514til0.52, 20.50' RT (RAMP C) C.L. RCP @ !NS1DE FACE OF INLET BOX HN (OUT) = 6657.57 010 = 1.1 CFS 0100= 2.0 CFS
GO
EXISTING: 208 LF 36" RCP (DESIGNED BY COOT) REQ'D: />PPROACH SLAB INLET W/ 3' VANE GRATE PLACE 26 LF 24" RCP1 ,BUILD 6'DIA MANHOLE TO CONNECT TD 36" RCP (DESIGNED BY COOT)
80
li64-D
G6j0
lOG C)
~- I HGL-__/ I
ST A. 515+19 27.1' RT-J (RAMP C) ' C.L. 6' DIA MANHOLE RIM = 6661.50 24" INV (IN) = G656.69 36" INV (OUT) =6657±
20 4!)
EX 109 LF 30" CMP S= 7.3%
160)
RAMP C CL
208 LF 36" RCP @ S= 3.93% (DESIGNED BY COOT)
CD
EXISTING: 109 LF 30" CMP REQ'D: PLACE 30 LF 30" RCP W/ FES AT DOWNSTREAM END & RIPRAP OUTLET PROTECTION BUILD 4' DIA MANHOLE TD CONNECT TD EXISTING 30" CMP REMOVE EXISTING CMP END SECTION
*NOTE:PEAK FLOWS ARE ASSUMED BASED ON PREVIOUS DRAINAGE REPORT W/ ADDITIONAL 1' AHW PER COOT INLET MODIFICATION
20!) 220
ST A. 515+26.9..! 14. 7' LT (RAMP C) TYPE D INLE I GRATE = 6662.0 INV = 6657.2~.J: Oto = 0.4 CFS Owo m 0.8 CFS
us 160
EXISTING GRADE
EXISTING: 208 LF 3C" RCP (DESIGNED BY COOT) REQ'D: INLET TYPE 'D'
1()() l:? C)
Sheet Revisions r---D-o-!o-,:--r"'-;.;,.,~...;;.;c-:o;_r;.;m;_n;,.;cr.;;;1t~s:::..:.:.::....""'T"_Ir-,il-.---l Colorado Department of Transportation As Constructed US 160 I 550 DRAINAGE
Region 5
~~,eo~; hlor· th tAoin ;\venue Suite 7;J()
CD i /1X: 9 !O
CROSS CULVERT CTIONS
6630
6620
6Gl0
6GOD
6680
6670
6660
G63(J
SCALE: HORZ. 1 "=20' VERT. 1 "=20'
4ii.l
6690
G680
GG/0
() 70
bC/0
CfiGD
0 70
PROP GRADE O RAMP D EMBANKMENT
4 LF 24" RCP @ S= 0.3.%
ST A 610+60, 72.2' LT INV m 6655.0
4.5 CY RIPRAP (Dso 9") __ J OVER & SURROUNDED ON ALL SIDES BY 14 SY CLASS 'A' EROSION CONTROL GEOTEXTILE SEE DETAIL SHEET 07
co
ST A 6131-37, 41.0' RT INV ~ 6661.20 -
80
4.5 CY RIPRAP (De.o ~ 9") -OVER & SURROUNDED ON ALL SIDES BY 14 SY CLASS 'A' EROSION CONTROL GEOTEXTILE SEE DETAIL SHEET 07
0 60
RIM EL = 6671.25 INV (IN) = 6663.52 INV (OUT) ~ 6663.42
ST A. 6lo+46, 24.9' L T-
1
C.L. 4' DIA MANHOLE
HGL~ .... · ···.· .... ·~ ..... ,:··\ -~---- \ i ' ,o,'
\
. ·\~9.2 LF 24" RCP O S= 16.7.%
39 LF 24" RCP - 0 S= 22.5%
STA 610+57.5 62.8'LT (RAMP D) L_____ PRECAST VERrlCAL BEND = 12.7°
INV = 6655.03
61
100
PROPOSED GRADE O RAMP D EMBANKMENT
1 100
170
120
RAMP D ! CL
140
1,10
Sheet Revisions -~~_;;_;:__:_:_.;;_;_;_;;:;,,;~::._.,......_----1 Co Io rad o Depa rt men t of Transportation
,5()0,5 Nor· th t,Aoin ;\venue Su,te 700
EJA
ST A. 61o+68.09i. 21.50' LT (RAMP D) APPROACH Sl!\l:l INLET W/ 3' VANE GRATE SEE BRIDGE SHEET 88
RAMP D
l EXIST GRADE
-STA. 610+67, 19.5'LT (RAMP D) C.L. RCP @ INSIDE FACE OF INLET BOX INV (OUT)= 6666.7 Q10 ~ 0.5 CFS Qmo = 1.0 CFS
1
1GO 180
ST A. 613+39.65, 21.08' LT (RAMP D) 3'VANE GRATE INLET TYPICAL STATION PT. GRATE EL~ 6675.94
EXIST GRADE
STA 613+39.48, 17.58 LT (RAMP 0) C.L. RCP O INSIDE FACE OF INLET BOX
~
NV (OUT) ~ 6669.49. ~ Q10 = 1.6 CFS ). Qloo = 2.8 CFS , - / .·
160 li:lO
As Constructed No f,evi:;ions: 9 I IO
flcvised:
Void:
EXISTING: NONE REQ'D: APPROACH SLAB INLET W/ 3' VANE GRATE, MANHOLE. PLACE 62.2 LF 24" RCP W/ PRE-FAS VERT.BEND & FES AT DOWNSTREAM END & RIPRAP OUTLET PROTECTION
?00 220
/··~ ,···· /·~· v· \ ( EXISTING: NONE ·
REQ'D: VANE GRATE INLET ) PLACE 54 LF 24" RCP W/ FES AT DOWNSTREAM END (t R;PRAP OU
0
TLET PR'.;:'.,ECTIDN
°"'·· ./ °"'·· / '• .. -700 270
US 160 / 550 DRAINAGE CROSS CULVERT SECTIONS
240
()
6690
66£30
6G70
6660
6650
6690
GGSO
G6/~J
66'.,0
SCALE: HORZ. 1 "=20' VERT. 1 "=20'
Project No./C ,,ifi 1602·114
srnUCTUfit t XC/\VA!l[Jh) /\N!) [3ACl<f it l. Sil/I! I Ti) Sf'UCf CCJl~DUITS 1\ND crn~ST?UCT It,! [ [XCAV ATIIJI~, [3/1CKfll 1\ND M!:CilAhlICA!_
Ii~CUJDFll !hi THf CUST lW Till WlJF,K. Sllll. SHAL.l_ l,CJT fl[ f'(,JI) rm; TlLY, 3UT
,J[]]NT fAAITFl/11 ... SilALI. METT 1\/\SHHJ Sf)FC!IJCATffJN tv:213.
STf\UCTLIFV\l C[JNCPETI-· STAIN Flt,!Sil Will. H[ SilCJ\'IN UN Tl![ PLANS, UN fXfOCJSL:D CIJNCl\[T[ lii[S[ SUf<fAl:tS SllAU m: STAJNH) T[J M/1TCII Ti SIPUCTUPF. fill cmrmrn srnucrUF;l\l_ CUNCIZFlT
rn !3F SU[CTU) IRUfA nsr f>/\WLS f>f<[)\/J[)[[) HY Ti!F CUNrn/1CffJF( A Cli\SS 2 Fll~ISII Sl!!1ll. [3[ f'}\[JV!Drn 1cm SUf,F!1C[S HJ FfCffV[: ClJNCfff I l. STAIN. A Cl ASS l FINISH Si \AU m: f'f,IJVIDU) rm, /\U_ UTHU, '.,Urzf-ACFS
FJ[LUW fl IE GfWUM) l.H,I:
f'iW\/]Sl[JhlS I rm [llW)G[ DEC!< CUhlef\1. i l Siillll llf)f)l Y T[] /\f'PfWACfl Sl!,[l Cl.ll\JCi<t:Tt:.
ff_ SH/Ill U Vf I !I SUU /1lT f,fSlSTNH
Id !Nflll,C!l\!C FTI 1'.o 1\fOUil\lD
rn,Cih!G Sllfl :;Iii\!.!. 1\JU!\JC[J!\ITD 1.mu:ss lli}IFHW!Sf: N[JTf[).
!flt- L. rn AASI I TfJ r:! 2 / 0 Gi\l\DC: .Sb (/;S Hil
i\U_ il lJL. i IN .. l ill
I i Dl l lfJN
D[Sl\~N r1l[THlJD: L Ur\D /\J\Jf) l'\t::S
Tf\l\JUUI,, /11\JD
r,t ll\Jf cmcr D cmicr,,=·,, CLN,;S [) C[H\JCl,fi I :
ry
if HJL! U\VING I (;i\/1 S i i!t IAlNIMUlvl IN' Sf)l !Cl l.lNGTH F \'/I SUHSl-".C lUhJ C)D/.DC. :~f)l L.!:.h!CTHS l/\!_L. HL
'!llltN Hi[ L'1II'\ ItALH/; l. /\P ~;PL
·1 HF FCJL.l.U\\ ING rLH'1 CO/.Ob.
Sf)l i ClJ\S:.; U ;11
[-f>UXY /\t)[J\ff.
nw /V3ClVl'" sf-)L icr- t Fl\!CTHS rv1t,Y ()i- i\F.DUCFD UY 70% vn N .~i11
/11,J[) llAF, Sf'/1ClhlG !S (1" iJN if, [1" (;fir·;,,, ui.
fif',f',H6lfll Hlil Tlif STi\il1L.: fY [Ji
r 11 :woe II\JH rmi1s
1,-
llY irn i,fli\lf rn-,CII\JG tlN,S f'I /\C:C.D IN .I\CC!JFW/,h!Ci
f· [Jr~ t3/\F\S SF>/\C[D T LFSS -i ! 1/\hJ c;n Uhl CC:h!T t>Z.
f\Fihlf:·uf\CI1"1C HlRS FC_lF~ (~/\F\S :-;r·,/\C[J)
#H) /111
illMfNSJ[mS CllNflllh!fD U\J lil[Sf: f'l/,W; Nd Cll!Clll1\l[D ffUJl,l A f flft.D SUf\\/FY. lilt t,\ I l)f.f">[.I\Jll[-1,,JT DH11E!\J~)l[)hJS ll\1 ·1 fH: t lf l_D f3f:J [1f\[ l!F~DFf,nNC (H\ f- /\[3f\1C!\i.Ih1G ;\h!Y L1/\Tt f\T/\l.
Tltr: j!,Ji U!1lil/\f][JN f(JVI!~ mi f)l/11\~; C[JIICl.F:i\J!W; i N,() l [JC!,-ia]N [lf UI\J[)I i<Ci-?CJlJr,li) l r iS l,l[JT CUN,N~i l[J /1CCUIU\il lli< NI II\JCllJSI\/f C[]NTF/1C:TIJI, !S ffrSf'[JNSi!lU f i'~N<IW; ll!S DWI\J DFflf!l11IN/1Tlfll,! A'; Tll iltf TYF'f hi\JD L.UCt\-i1(lN Ui'.]D[-F\Ci\[1UND U! 1·1 /\S r\''i/\S I\H.CF·-s::1\f\Y -rLJ /\V(l!D D/\M/\Ct• ·r(J. [[if" C[1i~f f'[H~ ~)fl/,l_!_ CUI\HJ\(:f lllf UTil.iTY Nllllf!CAfJ[JN (Thiiif, rn C[][llf·?A!)(J 1\I I tWCl')?? 198/ /\I I I 2 !)1\Y'.; I I11!Cl.UU!f'\JC II!!_ DAY N!Jl.!IICl\i!lic:) Pf?Iffr< TD /\NY r:>:C/\V/\TICJ:\J Uh: rn Wt< F1\f\TflV/[Jf\K.
Sheet Revisions Colorado Department of Transportation Dute: Con1rncnts
Region 5 EJA
INDEX_or: DRAWINGS
Ul El2 [33
fl/ 13g
[39
ill()
flll Ell)
?13
E314
P--05-Y
Fkidqc F\oil Type 10tl1 (Sp~:cioi)
s Constructed
Void:
Generol Notes
Sumrnory of Ouontities
Approach Slob L.oyout
[\ridge f,oil Type JOM (1 of ))
[]ridge Roil Type JOM (2 of 2)
Approoch Slob Detoiis Type
Approoch Slob Detoils Typo II
/\pprooch Slob Drain Details F'-·05 -Y Approoch Slob Drain Details f'-05-W
Approoch Slob Drain Details P 05--AG (1 of 2)
Approoch Slob Drain Details f' -0'.:1-!1G (;2 of 2)
flr·icJqe [xpor1sion Device (0-4 Inch) (1 of 7)
llricJge [xponsion Device (0--~ Inch) (2 of 2)
1'1cchonicol!y St obiliz ecJ Bock fill
FOR BURIED U f!Ll rY l~F ORMATl(N THREE (3) BUSINESS DAYS
BEFORE YOU DIG CALL 811
(0: 1-SD) 'J'i'2-!9$7)
NERAL NOT
H1 of
Project No./Code Ml lb02-ll4
420
f'rint De: tc:
SUMMARY OF APPROXI.MATE _illLANTITIES P-05--AG SUMMARY OF APPROXIMATE QUANTITIES. P-05-.\L
Desctip\ion Description Units 1\ppronch
\9 HJN 9
117 Mernbrone SY 54 59 ·4 inch) LY j2
iiOl 58 CY )9 f---~-----1--~---------··--··~-·---------------------f--·
G01 Stoin SY 19
b02 4 214
4/
47 G06
Elec trico! Conduit 47
GU i-:lectricul Conduit 100
Uec lricol Conduit
fi l .\ F:!ect~·ic:ol ConcJ:_1it
SUMMARY_ DF-__ tPPROXIMATE QUANTITIES P-05-Y
Approoch
SG 54
bO:,:s
2\10
cu !'.)
GLS / 11 Conduit (1\nti Icing Systcin) u 4/ ~------------·-----------,------·-+-·-···-----
615 ?. 11 t· i(~ctr·iccil Conduit 9S\
l.~ 1or· "Cl
Sheet Revisions __ D_u_l_c: _ _, ____ C_o_n-,rn-c-. r-, t-s-----]-ni_t_ CO IO r O d O O e p O rtm en t Of Tr an Sport O ti On As Constructed
SUMMARY OF QUANTITIES ,-)E30,-S ~~orth ~lioin /\vcnuo Suite JOO
EJ,l\
!\Jo F~cvisions: 9/10
f'\eviscd:
Void:
Project t\Jo./Code
1\JH 1C02 114
(1) (1) !11.S.
(7) 1 AI
f lcv. CC/?.t)l
Print Dote: l)/75/701()
5 :;~)c1. «v 0' 011 )71 OH
(Typ. b (]Ch (~icic)
r·ype I /\pprouch Slob
of Curb
}\nil Post ("! yp.) t'.>.i /\but. ,S
to. c;
1\f-1cod Stot.ion
(:))
Coriduit F-luicJ Conduit
Ucc. Conduil
011
Sheet Revisions Du le: Cornrnr:n ts inil.
Region 5
"0 flee . .S. r·1ri1d
fl. .S. [lee.
[xtend to Doyli'.Ji1l.
Cortcitiit
Cor1duit
Inside
tirHJ turc
EJ,I'.\
-Lxi~~tinfJ Structure (Typ.)
Inside F·oce of
Conduit
S Ob
P-05-\Y /\hcoci Station
:1
P-05-V
As Constructed
(l)
Stci. :5::'1+52 09
\ ,·5 Spa. @ T-<3 11
r 21: __ 911
11'.\BUTMENT 3
::~tu. 371 i 56 Uffsct [i.00' F,t.
'xtcnci to llc1ylicjl1l
(I) ::'"O Ucc. Conduit
Siob
NOTES: 1. Splice oil conduits to existing
ond project 2'··0" post end of curb or extend to doylight.
!'.. Conduits extended to daylight moy be rnodified as ciircct2d by the [nc;ineer.
,3. Sec Dridgc Plons for locotions o:1d depth:; of b 11 ~0 cur1duits.
11. GridCJC
truc:ted porullcl lo . of ~~ornp D.
5. f-:icvotion ere ot fi11ishcd gr ode.
(1) /\ L';. F· iuid Conduit (2) /\.l.S flee. Conduit
Project No APPROACH SLAB LAYOUT
f~o F~evisions: 9/10
422
Pny l of Hridcp
(lvlin) ? 11 (Mox.)
x 'i"hrcudcd Studs 'Nith ! k:x
f lo;·cJcnc~d Wo:)1crs, nnd Lock Wushcr
/\utorr1oticily E:nd V/cldecJ to Ttibc
Cont.
([_ (?) i 110 )< 11 ()ll
or /\11 '1 9
r y pc l Otv',
l .)
If f'os\
r l0'-0" 1/,ox.
!Ys" x 1%" i iolc,s o\
\-
10'
I /i<l l __ Fucc
(Typ )
The height of lhe tronsition will vary to rnotch roil ond roodwoy guordrail: l" when deck hos a 3" overlay, ond !\" when
bridge deck docs no\ have on overlay.
of ~)iecper
NOTES: /111 tubes sholl be ASHA ,1\-84 7 unless noted otherwise. /111 other steel shall be ASTM A-SSS Grade 50.
2. Structural Steel Design Values:
M1Sill[J M-222 (/',STM A--588) Grode 50: Cold F orrned ASTM A-84 7:
3. All onchor bolts and rniscelloneous
f y -- 50,000 psi f y 46,000 psi
be golvonized ofler fobricotion in with Section 509. Concrete, reinforcing steel, und structurol steel elements shall conforrn to the requirements of sections 601, G02, ond 509, respectively.
TYPICAL r~AIL PANEL RAIL PANEL AT 4. t'ost orichor sholi be N,H/i /\--3G (/\/1,;HTD 1,/--183) steel cmd need not bu 0ulvonized.
'-/ 1; l/
'I
f~(:in f t>r c:i;\q
l3or ? 11 x
POST 1\NCHOR DETAIL
Sheet Revisions Comment:, ]nit.
TRANSITION SECTION (~>;c F\oodwoy Plans for nnds rcquirinq ottochrncnt to quord ruii)
011
1'- 6" (l_ Splice
!j'I
lubes sholi be shoo bent or fc-1bricatcd to fit horizontol curve when rndius is lc:sS thon 1,:.)00 feet.
6. Tubes shcili be continuous over not less than bvo h1o welded butt splices v:ill be ollowed in the tube sec
/. The centerline of the tube splice sholi be l'--S" rninirnurn and 2 1
-.. 6 11 rr~oximurn from the centerline of the posts.
8. /,Ii bolls thot hove lock woshers sholl be tightened to snug only.
9. f'osts sholl be perpendicuior to the longitudinal roodwoy grade.
iO. Clne or rnore 10'--0" in order to rnointoin expansion joints.
11. f)rior to fabrication of this item, three sets of working drawings which comply with the requirements of Section 105, sholl be subrnit ted to the [ngineer for inforrriotion only.
12. Bridge f;oil sholl he fcibricoted to tie--in with the existing bridge tructures. The Controctor sho!I verify the
L~. f<cfcr to /\nti Icinq Systcrn Plons for udditiorici! inscr-t ernents.Coor·dinote locution
equiprncn t ond 'Ni th ,:)r id]e roil rein for c Ing ono norcJ'NOr c. ~,1ovc concj1Jit or equiprnent if o conflict exists.
1/i-. f-or (ldcJit!onu! de:.oi!s ;_;ce ~;hcet 2 c)f ?.
ib. f he Cuntr·oct.or :;hnll vcr!fy tho location~; of the cxist_in9 roils pos ond tube 5:plice iocutions pr·ior to fnbric:otion.
V/(1sf1crs, ond
S!o ot f3i·id9c S t.osJSJCr top und
except ot E.xpon~;iOil Joir·it 7
of k1otion 11- ()
11 ot
Colorado Deportment of Transportation t11oin /-wenue
EJA
.)
As Constructed BRIDGE RAIL TYPE lOM (SPECIAL) Project No./Cod No F~cvisions: 9/10 (1 OF 2)
f~evised:
Void: Sheet St1bsct: [1ridqe Subset Sheets: [31 D f
(f Post 2"
fl" (rvlin.) l 1--7 11 (L'1ox.)
2' ()"
f:)rir1t Do tc: D/):S/)OlD ......................... - ............................. - ...
Cflcnnfcr rniffic Fnce -of Cud) :s 11 x f) 11
or fer
Sheet Revisions Co:--nrncnts lnit.
····~
/>~ %"0 IIS !Jolt (iyp.)
Section to Hoit loco
u~ 'lex ~,hts,, ?
I 0
/
Colorado Department of Transportation .~)80~3 Nor tn L'ioin /wcnue Suite ?00
As Constructed i\Jo t~cvisions: 9/10
\! oid:
BRIDGE RAIL TYPE 10M (SPECIAL) Project No./Code (2 OF 2) tJH iE302 114
I
I
?II
[xistiri(1 f/5 I
I
I
I
. !\hut. G"
ii.
. 1\b11t.
t11ntcric1l
L) /\lonq 11\v·: ~1 1~ (t,i\c1x.) up;
Sheet Revisions Do le: Corrin1cnts lnit.
1 Uk/1. V/e1Zcrproo fin(J
1'/,crnbrc1r1c
n \_
)
u
lO I
/
l'
lh (10 lot)
-2"
- I
l (7 ... ) I ,.; 1 o t.
. \ l./
(Token Norrnc1I to r:xpunsion Device) 2' -2"
Colorado Department of Transportation
Gl:i;;n U Tl -----~-·-··-"-~----r;,:.,\1}1-v::.ui u~ M_,.x~/{.,4,~,,JN
Region 5
S80,:3 t\Jor th ~J1oin /\venue Suite 200 llur
,l\s Constructed i'-lo f<cvisions: 9/10
h'.cvised:
Void:
Approach
LSJJMETRIC VIEW __ TYPE 10 RAILS
NOTES: 1. Concrete Closs i) (FJridge) sholl be used for opprooch slobs.
?. cured in occordo11ce Yvith for Concrete in Section 601 of
Speci
:\. f.-or device details and dir·nension 11N1, see Sheets 812
4. r-or curb arid rail details, see SheGts 84 ond 85.
5. F'or inlet details, see Shoats fl9, f310, ond 811.
6. slob reinforcing is non-epoxy coated unless noted
+ Controctur rnoy use:
APPROACH SLAB DETAILS TYPE I
Project No./Code NH 1G02 ll4
tic of Ll1 425
