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Ove'rsight I NHS
REG!Of, Vlll OVF:RSIGIIT? !ii ~JO CJYE:S
fllGflWAY SYSTEM? CJ NO l!IIYES
100'
32+'.i2.40 ,v £lEGIN PROJECT NH lG02··114 = 190+50 ON PROJECT C 1601·037••M.P. 88.000
103117.S9 N END PROJECT NH 1602·114 ,. LlG+52.34 ON PROJECT NH 1602·100 ··~1.P.
265+ 73 N BEGIN CONTRucnoN ON us sso 273+00 N END CONSTRUCrION ON us 550
RAMPA 298+00;:;;i:iEGlN RAMP A 316+95.73 BEGIN STR. P·DS·V 32l+3fl.73 END STR. P-05-V 325+00 = ENO RAMP A
RAMf' C 510+00 = BEGIN RAMP C S12+00 BEGIN STR. P·05·W 5141·08 END STR. P-05-W 516+00 ,v END RAMP C
RAD o:L TATE OF /k,
H[GIIWAY CONSTRUCTION BJD PLANS~ffi-D NO. NH 1602-
STATE HIGHWAY NO. 160
NO. 16042
STATION 103+17.59 ,v END PROJECT NH 1602·114 = STATION 1l6+s2:340N PROJECT Nff1602-100- -M.P. 89.490
STATION 32+52.40 ,v BEGIN .PROJECT NH_ 1602-114"" __ ... STATION 190+50 ON PROJECT C 1G01-037;;M.P.88JiOO
Init. Colorado Department of Transportation
3803 North Main Avenue Suite 200 Duran90, CO 81301 Phone: 970··385-1440 FAX: 970-385-8365
As Constructed
No Revisions:
SHEET NO. ---~-----CR:D 1
2
Cft:D 3-9 10-11
CIED 12,LG
CJED 17-lB
Projects: UNDER PROJECT:
Number Code:
Project Description:
INDEX OF SHEETS TITLE SHEET
STANDARD PlANS LIST
TYPICJ\L SECTrONS
Gl:NERAL NOTES
FC:·NC(C:X) JG0·2( 048) 91050
NH
SUMMARY OF APPROXIMATE QUANTITIES
'TABULATIONS
19-24 HORIZONTAL ALIGNMENTS
25·30
CJED 31-JG
EXISTING UTILITIES
PLAN SHEETS
37-47 PROFILE SI IEETS
48
49-50
51
52
53
54
55-56
ENTRANCE DETAILS
GORE DETAILS
MEDIAN DE"fi\IL
WIDE VEHICLE: PARKING
WALL CiENERAL NOTES
WALL QUANT!TIES
GROUND NAIL TYPICAL SECfION
57-59 GROUND NAIL. DETAILS
60 MSE TYPICAL SECTION
61-68 MSE DETAILS
69-;1
72-80
81
B2 83-84
85-92 93-94 95-103 10,1-105
106-115
CfED 116
WAI.L P-05-L RIPRAP PROTECTION
WALL PLAN AND EL.EVAIJON
BORING LEGEND
LABORATORY TEST RESULTS
BRIDGE RAIL DFfA!LS
LIGHTING PLAN
WETLAND EMiANCEMENT PLAN
LANDSCAPING PLAN
SIGNAL PLAN
SIGNING AND PAVEMENT MARKING PLAN
AESTHETIC GLJIDEL.INES
Project No./Code Nfl 1602-114
SUPERELEVATION DETAIL Station 41+98.51 to Station 51+25.97
0. 0 llJ .,., Vl ·x w
-6" Ag9regate Base Course (Cl. 6) A --18" Aggregate Base C,0urse (Class 3) A
HCL US Highway 160
I ' - HMA (See Note)
I -. '- --:--__ J]Lj . / / /;;L ... ----/~~5':;%~.'./'.,:'/'.!/.') '
L 11.5" Existing A I Hot Mix Asphalt I
-3" Removal of Asphalt A Mat (Planing)
Fron, Sta. 41+98.51 to Sta. 51+25.97 the pavement shall be superelevated. The Contractc,r shalt us{! Hot Mix Asphalt (Grading SX)(7S)(PG 64-28) for the top 3 to 4 TI1e the existing asphalt and below the top 3 to 4 im::he:s shall be Hot Mix Asphalt (Grading S)(75)(PG 58-28). Maximum <1sph<1lt lifts shall 2 inches thick.
A Approximate thickness
~ Seo Cross Sections
HCL Horizontal Control Line
Sheet Revisions Colorado Department of Transportation 3803 North Main Avenue Suite 200 Durango, CO 81301 Phone: 970-385-1440 FAX: 970-385-8365
EJA
PAVING DETAIL (not to scale)
- 2 lifts - 2" Hot Mix Asphalt (Grading SX)(75)(PG 64-28) A
-3" Removal of Asphalt A Mat (Planing)
/ / _______ 1" Hot Mix Asphalt (Grading SX)(75)(PG 58--28)A ~-----f- 2" Hot Mix Asphalt (Grading SX)(75)(PG 64-28)A
,:/,,:/,,:/, ;/,/,;/,;/,/I Lovoling Course ///:////// /////////~ ,:/,//,:/,,:/,,:/, /;/,/,;/,;/,"! ,:/,,:/,,:/,,:/,,:/, /,:/,,:/,/,,:/,~ ,:/,,:/,,:/,,:/,,:/,,:/,,:/,,:/,,:/,,:/,1
/,:/,,:/,,:/,,:/,/,,:/,,:/,,:/,,:/,,:/,~ V,,:/,,:/,,:/,,:/,/,,:/,,:/,/,,:/,,:/,;, //////////~~~~~r/ V///////// / / / / / :6-1 ~/J/,.£L..,1L/ J -" ,/ '
--11.5'' Hot Mix Asptwlt (Existing) A
2 lifts - 2" Hot Mix Asphalt (Grading S)(75)(PG 58-28) A
EXISTING PAVEMENT SECTION FROM STA 32+52.40 TO STA 59+05
(FOR INFORMATION ONLY)
Note: Existing curb and gutter is vertically doweled into pavement.
As Constructed TYPICAL SECTION DETAILS FOR US 160
Project No.jCode
No Revisions: NH 1602--114
_____ ln_r__, Structure ,___.._ ____ r_ia ___ __, Numbers na
Designer: Revised: 16042 Detailer:
_________________ ___,
Void: St1eet Subset: TYP!CAL Subset Sheets: 4 of 7 Sheet Number 6
Existing Ground
/
Skipc 8:i 3:1
SECTION
·c·isO' ·c· over4'
Slope 5:l ·rr 4' or less Slope 4:1 wtKmi ·w ls 4' to 10' Slope 3: 1 wheru "Ii" is oyer 1 o·
TYPICAL SECTION "RAMP A" No ABC or HMA will be constructed
In the below station ranges
Station 311+50 to Station 314+50 (Grade to the bottom of ABC (CL 3) only)
Station 321+39 to Station 322+00 (2' of surcharge loading required)
Ramp
Lane
···· 5" Hot Mix Asphalt .A - Profile
Grade I
! -3» Hot Mix
------ 6" Aggregate Base Course (Cl1Jss 6) A
The Contractor wili be to plaw a minimum of 4 Inches of Topsoil or s,ieciffed Hlte,m;;,tivn to this !me.
A Approximate thickness
E"'l The Contractor will bo required to place shouldering material as shown.
* See retaining wall details.
HCL Horizontal Control Line
Surchargo Ernbankmont Grado
Existing Ground
RAMP PAVING DETAIL (not to scale)
Station 321 +39 to Station 322+00 2' of surcharge loading required
TYPICAL SECTION "RAMP A" Station 298+00 to Station 300+38 (Full Pavement Section)
Station 300+38 to Station 311+50 (Grade to Bottom of ABC Cl. 3 Only)
· Point of Slope Selection
HCL Ramp
Lane
- 5" Hot Mix Asphalt A
--·--- 3" Hot Mix Asphalt"-
Profile Grade I
-- 6" Aggregate Base Course (Class 6) A
18" Aggregate Base Course (Class
Hot Mix Asphalt (Grading SX)(75)(PG 64-28) A
Hot Mix Asphalt (Grading SX)(75)(PG 58-2B) .A
Hot Mix Asphalt (Grading S)(75)(F'G 58-2fl) .A
<7'1'$ ;;,·V,,<V ---·--·-·---·-···-------------·-··----·-·----'_i<~:?lJ}> ' / '·/ /.-"
V) Q) ·c <U >
Point of Slope Selection
*~ +·-
y -·-
'-....._ __ Wall Layout Line
Sheet Revisions Colorado Department of Transportation Comments
As Constructed TYPICAL SECTION DETAILS RAMPA
Project No./Code
No Revisions: Moved 3803 North Main Avenue Suite 200
·---------J Detailer:
Designer: Durango, CO 81301 Phone: 970-385-1440 FAX: 970-385-8365 Revised:
EJA Void: Sheet Subset:
lnr/tl
TYPICA ubset Sheets:
na
na
NH 1602-114
16042
5 of 7 Sheet Number 7
Wall Layout Une
Horiz. Scale: 1:10 Unit Information
./
/ /
/
A & D.dgn
//
Vert. Scale: As Noted Manager: SPC
TYPICAL SECTION "RAMP A" FILL WALL
(No ABC or HMA will be constructed in the below station range)
Edge of _ Pavement
Station 314+50 to Station 316+96 (Grade to the bottom of ABC (Class 3) Only)
----··-25' = Width. of Pavement ··--·-
HCL Ramp A
- 5" Hot Mix Asphalt A ' .. Profile
Grade I
3" Hot Mix Asphalt A
6" Aggregate Base Course (Class 6) A
--18" Aggregate Base Course (Class 3) A
TYPICAL SECTION "RAMP D" (No ABC or HMA will be constructed in the below station range,
except Sta. 617+43 to Sta. 620+00 where full depth pavement is required.) Station 609+00 To Station 611+02
-Point of Slope Selection
Sheet Revisions
Station 612+82 To Station 620+00
·---··---.. 25' = Width of Pavement __ ·----·
HCL Ramp D
6' sri1dr
A - 5" Hot Mix Asphalt
Profile Grade
.. ---·--· 3" Hot Mix Asphalt A
I
6" Aggregate Base Course (Class 6) A
---·18" Aggregate Base Course (Class 3) A
Date: Comments Colorado Department of Transportation
3803 North Main Avenue Suite 200 Durango, CO 81301
"Hit
Phone: 970-385-1440 FAX: 970-385-8365
EJA
2' of surcharge loading required fm all oF Ramp D
As Constructed No Revisions:
Revised: ·----~"'"_. _______
Void:
RAMP PAVING DETAIL (not to scale)
2" I lot Mix Asphalt (Grading SX)(75)(PG 64-28) A -·--r -- 3" Hot Mix Asphalt (Grading SX)(75)(PG 58-28) A
3" Hot Mix Asphalt (Grading S)(75)(PG 58-28) A
TYPICAL SECTION NOTES
Break points on slopes and in bottoms of ditches shall be rounded during construction for a pleasin[l appearance.
Ramp D bridge to be contructed between approximate Station 611+02 and Station 612+82. Hefer to bridge details.
Cut Slopes:
Slope 6:1 where "C" is O' lo 4' Slope 3:1 where "C" is over 4'
Fill Slopes:
Slope 6:1 where "H" is 4' or less Slope 4:1 wl1ere "H" is 4' lo 10' Slopo 3:1 where "H" is over 1 O'
Tho Contractor will be required to place a minimum of 4 Inches of Topsoil or specified alternative to this line.
A Approximate thickness
e The Contractor will be required to place shOuldering rnnterial as shown.
* See retaining wall details .
HCL. Horizontal Control Line
·- - · Surcharge Embankment Grade
Designer:
Detailer:
TYPICAL SECTION DETAILS RAMP A AND RAMP D
lnr Structure na Numbers na
Sheet Subset: TY PT CAL Subset Sheets:
Projec NH 1602-11'\
16042
6 of 7 Sheet Number 8
Existing Ground
Unit Information
Sections ussso e,
Point of Slope Selection
TYPICAL SECTION us 550
(No ABC or HM/\ will be constructed in the below station ranges)
Station 265+20 to Station 266+00 Station 270+23 to Station 271+50
56' Width of Pavernent
:1.0' 12' 12' Travel Lane Left Turn Lane
6" Aggregate Elase Course (Cl. 6) a
-·Hl" Aggregate Base Course (Class 3).a
TYPICAL SECTION "RAMP C" (No /\SC or HM/\ will be constructed in the below station ranges)
Station 5:l.0+60 To Station 512+00 Station 514+08 To Station 516+00
HCL Ramp D
8" Hot MIX Aspl1alt .&
6' Shlclr
HCL US Highway 550
Travel Lane
4'
___ Existing
Cut Slope no ~ Grnund than 3: 1
Future Pavement:
12'
Z-Slope
-----·-------~-
- Finished Grade of Pavement (Future)
Slope Selection
Station 270+23 to Station 271+50 2' of surcharge loading required
TYPICAL SECrION NOTES
Break points on slopes and in bottoms of ditches shall be rounded during construction for a pleasing appearance.
US 550 bridge to be contructed between c1pproximate Station 266+00 and Station 270+23. Refer to bridge details.
Ramp C bridge to be contructed between approximate Station 512+00 and Station 514+08. Refer to bridge details.
Cut Slopes:
Slope 6:1 whore "C" is O' to 4' Slope 3:1 where "C" is over 4'
Fill Slopes:
Slope 6:1 where "H" is 4' or less Slope 4:1 where "H" is 4' to 10' Slope 3:1 where "H" is over 1 O'
.. .. 2' of surcharge loading t~required for all of Ramp C
Tt1e Contractor will be required to place a minimum of 4 Inches of Topsoil or specified alternative to this line.
6" Aggregate Base Course (Class 6) 4
.A. 18" i\,JQreoate Base Course (Class 3)
Sheet Revisions Colorado Department of Transportation 3803 Nortl1 Main /\venue
' ' '
As Constructed No Revisions:
.A. Approximate thicknoss
e The Contractor will be required to place shouldering material as shown.
HCL Horizontal Control Line
· - -- Surcharge Embankment Grade
TYPICAL SECTION DETAILS US 550 AND RAMP C NH 1602-114
Suite 200 Durango, CO 81301
~ ~~~ ~ ~~~~~~~~ ~~ ~~~~~ ~~~~~~ ~ ~ Designer: spc Structure
Phone: 970-385-1440 FAX: 970-385-8365 Detailer: tlb Numbers Revised:
EJA Void; Sheet Subset: TYPICAL Subset Sheets:
na
na
7 of 7
16042
Sheet Number 9
rd tNum er:N 1602-114 roj t Co e: 1 042
~
Ill
Sheet Revisions ;---D-o_t(_i : _____ C_o_n,_rr_lC_ .. n-t-s --....... -l ... ni;,,..t.---t CO IO r O d O O e p Ort men t Of Tran Sp Ort at j On As Constructed I-·-·-···---+------·---··----····+·--·----·-·• Moin /wenue No f~evisions:
Revised:
EJA Void:
118 119 120 121 122 123
124-129 130-149 150-151
152 153-184 185-191 192-229 230-266 267-300 301-326 327-331 332-336 337-341 342-346 34 7-357 358-371 372-383 384-388
389 390
391-109 410-419 420-433
Tabulations US 160, Ramp C and D Typical Section Details US 160 and Ramp C Typical Section Details Ramp A and F~amp D l'<.arnp C and US 160 Plan Sheet Ramp D Plan Sheet Shared Use Path Typical Section Shared Use Path Plan & Profile Shared Use Path Cross Section Lighting Foundation Detail Traffic Signal Foundation Drainage Plans Ramp A Drip Irrigation Plan Structure P-05-AG Bddge Plans Structure P-05-V Bridge Plans Structure P-05-W Bridge Plans Structure P-05-Y Bridge Plans Anti-Icing Plans Structure P-05-AC, Anti-Icing Plans Structure P-05-V Anti-Icing Plans Structure P-05-Vv Anti-Icing Plans Structure P-05-Y Structure P-05-F and F)-05-W Wall Plans Structure P-05-T and P-05-Af< Wall Plans Structure P-05-AP and F)-05-AS Wall Plans Ramp A Wall Plans
CHANGE ORDER NO. i Ramp C Gore Details f~arnp C Profile Sheet Ramp C Cross Sections Drainage Plans Bridge Plans
US 160 4 TH LANE SHEET INDEX
Project No./Code NH 1602-11
lf:i042
Shce t Nurnber 118
CI\LL UTJUTY NOf!FICI\TION crnrER OF COLORADO
1-800-922-1987 CALL T\f/0 BUSINESS DI\YS IN I\DVI\NCE llffORE YOU DIG, {;RI\DE, OR EXC:I\VI\TE
frJR THE HARKING OF UNDERGROUND McMllER umnIES
N 121 .08 E 2316170.19
Print Date: 1/;>/2008 File Name: 16042 Utilities
Hor·iz. Scale: 1:100 Unit Information
~.
Al
/
, Existing 18" X 54' CMP with Drop Inlet
, Existing 36" X 207' CM P -------· ,,... with Drop Inlet
<//''i ~
to 37+00 Lt. ~ line (by others)
~ Existing 18" X 51' CMP with Drop
------ - ...' ------ - --
* f'OTHOLE INFORMATION
Elevations are taken at: the top of pipe unless otherwise noted.
Color·ado Department of Transportation
~~~ ............... ~~ ,~---..·-·Jlllllllll!, .. :"'!f ~~~
Region 5
3803 North Main /\venue Suite 200 Durango, CO 81301 Phone: 970-385-1'140 FAX: 970-385-8365
EJA
UTILITY OWNER - CONTACT mFORMATION LPEA - Rick Baker Fast Track - Rick Baker ATMOS Energy - Steve McNeil South Durango Sanitation District - Rick Johnson Qwest - Mike Looman City of Durango - Mark Gallegos Bresnan - Eric Copeland CDOT - Joe Monahan
(970) 219-1567 (970) 219-1567 (970) 247-3813 (970) 884-9749 (970) 259-1441 (970) 759-4359 (970) 759-5424 (970) 749-6208
------Sta. 32+52 to 48+00 Lt. ~ Protect existing 18" sanitary sewer· line in place (South Durango Sanitation District)
,;,~" i Existing 18" X 45' CMP
with Drop Inlet
s Constructed
Notes:
Legend
Potholed Utility Survey Point
Note: Refer to POTHOLE INFORMATION table below for detailed survey information.
The information shown on this drawing concerning type and location of underground and other utilities is not guaranteed to be accurate or all inclusive. The Contractor is responsible for making all determinations as to the type and location of underground and other utilities as maybe necessary to avoid damage thereto. Call l ·800-922-1987 for utility information.
The Contractor shall be responsible for additional adjustments to utilities other than those shown herein.
/\II existing light stanclarcl foundations shall be r·emoved.
See lighting sheets for proposed lighting design.
Concrete cap removal over sanitary line from appn.1x. Sta. 36+00 to '18+00 Lt. will not be paid for separately, but shall be included in the cost of the work.
Project No./Code US 160 UTILITIES
No Revisions: NH 1602-114
Revised: Designer: spc 16042 lnr
Void: Utilities Subset Sheets: 1 of 6 heet Number
.S:'. 0 _c
1 -l c 0 ro
EE :r)._ CALL TWO BUSINESS DAYS IN AOVANCE cb B BEFORE YOU DIG, GRADE, OR EXCAVATE .wT.1 tO .<l! .J 0 FOR THE MARKING OF LlfHlERGROUND E
Mf'MBEI\ UT !UTILS r! 0)
+ c,·1 -z:t· .f3 lll
to 48+00 Lt, ~ existing 18" sanitary
in place (South Sanitation District)
conuete cap over sewer line shall
D "' .µ
,__; (JJ ,J -o 0) ,-r11 -c -+- (w
IJ') E "tj: r·3 lll
0
~
,u (JJ
0 0 .c .c c c r0 &"'- u
E <ii . .0 g [= :0 m m S'l OJ L .µ L "'.µ .µ "'_µ
,µ :::t ro (JJ *j :J ro <JJ --' -~-, ·a -' ·~ '6 'O 'O (JJ \.,() ro r. OJ ro u _c OJU c ? 63 ·~ ~i + (1)
ro h'- t: C()LL..:2E :·~u~ a1
"tj· ·s a.--·~ r~ C:TtJ ~ ~
.µGJCroU) -1,,) GJ c: ((JU) U) O'.". ru U) ............. U) CC ru Ul "---'
Begin retaining wall---· Begin retaining wall
-- End retaining wall
u 2 ro u 0
oui O'-+ (JJ l().0
":B ru u tn E au OJ (JJ
003 Ou Vl +COL 0 (JJ CJ) Ln..c ..C
L .µ • (JJ O
.B > >, U) 0 .D
Legend
N~ePotholcd Utility So~ty eo;ot/1,,' Refer to POTHOLE INFORMAIION table below for detailed survey information.
Sta. 50+00 to 65+00 t:r~ Relocated overhead fiber· optic to be protected in place
'j
l{) ·tj-
End retaining wall - ·· x· Existing 18" X 48' CMP with Drop Inlet
- New Service Feed (OHE/OFO)
* POTHOLE INFORMATION
Abandon sanitary sewer line
ID STATION OFFSET SIDE ELEVATION UTILITY SA4 48+88.7 !Cl S4+86.3 El 54+87.S
51,.4 43.2 48.8
L 6504. 78 G53Ci.56 6537. 95
Elevations ar·e tuken at the top of pipe unlc,,s otherv1isr, noted.
·---+·---·-·----------·--Sf\NITARY SEWER
------···-····---------------------7." CONDUIT SIGNAL IN ITRCONNECT 3.5'' FLFCi'RICAL CONDUIT
Revisions !nit.
/ /
Existing 30" X 107' CMP with 10' Lon9 Headwall at lnlet
/ /
/
/---
_/ Sta. 50+00 to 105+00 Rt. ~ _ i.:xisting 2" interconnect
(protect in placr.) ·rile Contractor shall be r·esponsible for videotaping lhe sanitdry sewer line from apprnx. Sta. 32+52 to ,J.8-t 00 Lt. to verify that no clarnage was caused by constr·uction. Any damage to the sanitary sewer- line shall be repaired by the Contractor per SDSD •;pecifications at no cost to the project.
50+00 to 65+00 ,~ , Existing LPEA OHE/OFO
'. ~: be relocated by others
·( \'' __ \ ______ _
/-
Colorado Department of Transportation As Constructed
~(-. JOJ'I 3803 North Muin Avenue ~ , Suite200 ......... -.-....... Durango, CO 81301 &m'i!J."ii'ii,ts?IM,Ji Phone: 9 7 0-3 8 5-1440
Region 5
No Revisions:
FAX: 970-385-8365 Revised:
EJA Void: Sheet Subset:
Begin retaining wall-~ - -
Notes: - - STR WALL. P-05-F ---The information shown on this drawing concerning type and location of underground and other utilities is not guaranteed to be accurate or all inclusive. The Contractor is responsible for making all dr.terminations as to the type and location of underground and othr.r utilities as maybe necessary to avoid dc1mage thr.reto. Call l-800-922-1987 for utility info1·mation.
The Contractor shall be r·esponsible for additional adjustments to utilities other than those shown herein.
All existing light standard foundations shall be removed.
See lighting sheets for proposed lighting design.
Conuete cap removal over sanitary line from approx. Sta. 36+00 to 48+00 Lt. will not br. paid for separately, but sl1all be included in the cost of the work.
NH 1602·ll4
16042
Utilities Subset Sheets: 2 of 6 Sheet J\Jurnber
\
26
Ci\U. UTIU IY NOTIFIC.!\TION CENTER OF COLORADO
1 7 Ci\LL TWO BUSIIIESS DAYS IN ADVANCE GITOF,E YOU DIG, GRADE, OR EXCAVATE
FOR THE M,\RKING OF UNDERGROUND MEMBER UTIUTJES
STR WAl_L f'-05-L
Sta. 50+00 to 65+00 N
Existin~1 LPf:A OHE/OFO to be relocated by others
retaining wall
\ ,. /.'
.·. "" . {
U H y 60
Legend
Potholed Utility Survey Point
Note: Refer to POTHOLE INFORMATION table below for detailed survey information.
Ii i
-------=-I::::·=-- --=- ]~-~--=~:--'..£---·---·-------- -,.,,,... -
STR WALL P-05-F
[leviltions are taken Jt the top of pipe unle,;s otherwise noted.
UTIUlY 2" CONDUIT SIGN!1L HHERCONNECT 3.5" El.ECTRICAL CONDUIT
Sheet Revisions Comments !nit.
Region 5
3803 North Main Avenue Suite 200 Durango, CO 81301 Phone: 970-385-1440 FAX: 970-3GS-8365
EJA
Encl retaining wall
Notes:
The information shown on this drawing concerning type and location of unclergrouncl and other utilities is not guaranteed to be accurate or all inclusive. The Contractor is responsible for making all determinations c1s to the type and location of underground and other· utilities as maybe necessary to avoid damage thereto. Call 1-800-922-1987 for· utility information.
The Contractor· st1all be responsible for additional adjustments to utilities ott1er tlwn those shown herein.
All existing light standard foundations shall be rcrnovecl.
See ligt1ting sheets for proposed lighting design.
As Constructed US 160 UTILITIES
No Revisions:
Revised: 1---D._e_.s __ ig_r_ie_.r_: ---·-------; Detailer,
Sheet Subset: Utilities Subset Sheets:
Project No./Code
NH 1602-·11.4
3 of 6
' POTHOLE IN,ORMATIO~J
lD STATION n 74+55.9 T2 74+55.6 136.4 SAS 74+57.5 130.4 L
75+38.1 143.0 L 6590.41 75+38.3 139.7 L 6590.75 75+41.2 130.6 L 76+06.0 L
6586.40 * Elevations are taken at the top of pipe unless otherwise noted.
70+00 to 84+00 ,v existing 18" sanitary
line in place (South Sanitation District)
SANITARY SEWER SMALL DIAMETER CABLE
,,,,,,,,,,,,,,_,,,_,_, __ , __ ,,_,,_,,_
2.5" TELEPHONE CONDUIT SANITARY SEWER
/
Relocated OHE/OFO (by Others)
/ /
/
/
/ STR WALL fl·OS·AI<
Unit Information
Note:
l.cgcnd
C:J\LL Ul!UTY NDr!FIC\TION CU·ITER OF COLORJ\DO
1-800-92.2-1987 C!II.L TWO BUSINESS D,WS IN J\DVi\rlC[ llffORE YOII DIG, c;RJ\DE, OR EXCJ\VJ\lc FOR TIIE MJ\RKING OF UNDERGROUND
MEMBER UiILlllb
Polholecl Utility Survey Point
Refer to POTHOLE INFORMATION table below for detailed survey information.
Sheet Revisions Comments
VJith Ink:t End Section
Notes:
The information shown on this drawing concerning type ai;d location of underground ancl other utilities is not guaranteed to be accurate or all inclusive. The Contractor· is responsible for making all determinations as to tl1e type and location of underground ancl other utilities as nraybc necessary to ovoid damage thereto. Call :l-800·922·1987 for· utility inform,1tion.
The'. Contractor· shall be r·c,;ponsiblc for· uclditional acljustrr1ents to utilities other than lhose shown herein.
/Ill existing light stanclarcl foundations sl1all be rcmovecl.
See lighting '.;l1ccls for· pmposecl lighting design.
!nit:. Colorado Department of Transportation
ks:MSW 3803 Nortl1 Main Avenue Suite 200 Durango, CO 81301 u-..-••• ,t,: ......... ~ r~~...........,_,,.,
~~ Phone: 970·385·1440 rnx: 970·385·8365
Region 5 EJA
'· ,,'
STA. 322+90 END RAMP A
No Revisions:
Revisc!d:
Void:
,v
I /
/ /
/ ,, · STA. 272+90"'
END US 550
/ /
/ ..:..
' '
/ /
'
Designer:
/
Upper Flm·vline End Section ancl Lower Flowline Type D Drop Inlet
US 160 UTILITIES
spc Structure ---·----·--Detailer: lnr Numbers
-----.. --,----------~·----.. -Sheet Subset: Utilities Subset Sheets: 4
/
Project No./Cod":
NH 1602·114
16042
heet Number
Overhead electr·ic line (LPEA) to be protected in place
0 0 0 0 + 'T (X)
Le9end
Potholed Utility Survey Point
Note: Refer to POTHOLE INFORMATION table
~ )_J_elow for detailed survey infor·mation.
STR WALL P-05-Z
Of'O by
\
\
\
Sta. 84+00 to 98+00 ~ Existing OFO (LPEA) to be relocated by others
(Relocate OFO by ---'--~---Existin9 24" X 20' with End Section
The information shown on this drawing concrmling type and location of underground and other· utilities is not 9uaranteed to be accur·ate or all inclusive. The Contractor is responsible for making all determinations as to the type and location of underground and other utilities as maybe necessary to avoid damage thereto. Call 1-800-922-1987 for utility information.
The Contractor shall be responsible for additional adjustments to utilities other than those shown herein.
/\II existing light standard foundations shall be removed.
sheets for proposed lighting design.
~ ~,---+--~--;--=~~j~~~-+---~--~+---+~:~--+---~4-d~-_Jj z f--4 ~
I: u ~ :::£::
Print D<1te: 1/2/2008
IC
f:xisting Signal Inter·connect (Protect: in Place)
Elevations are taken at the top of pipe unless otherwise noted.
Name: 16042 Utilities
Scale: 1:100 lnfonnation
Sheet Revisions Comments
Existing 24" X 159' CMP with End Sections
The Contractor shall be r·csponsible for videotaping the sanitary sewer line from approx. Sta. 86+20 to Sta. 89+00 and Sta. 92+70 to 99+00 Lt. to vcrifiy that no damage was caused by constr·uclion. 1\ny d21rnage to the sanitary sewr:r line shall be r·epaired lly the C:ontr·actor per SOSO specifications at no cost to the projl~ct.
1structed US 160 UTILITIES
Designer: spc --·--------~-----Detailer: lnr
Sheet Subset: Utilities
C!\l.L UTJU!Y NOT!FlC!\TfON CEN rER OF CCJl.OR!\DO
1 CALL TWO GUSIN[SS Dl\YS IN 1\DV/\NCC BEFORE YOU DIG, GRADE, OR EXCI\\/AI E
FOR Tl!l: M.c'\R.KING or UNDERGROUND MEMBr:R UTIUTirS
Project No./Code NH 1602-114
16042
5 of 6 Sheet Number·
G1U. UT !LllY NOTlHCAf lON cnnrn OF COLO[t~DO
1 CALL TWO BUSINESS DAYS IN ADVANCf' llcFORE YOU DIG, <,RADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND
MEMSER UTIUTif:S /
.... Sta. 98+00 to 100+50 Lt. ,v Protect existng gas line in place (IUMOS Energy)
Sta. 98+00 to l 03+00 U:,,v Protect existing telephone lines in place (Qwest:)
I (~
.... - -----;- ....
to 100 l 00 ,v
Exrstlng OFO (LPfA) to [J(' relocc1ted by otr1ers ,..-,,,
Sta. 92+80 Lt. to 100+50 l .. t.'° P.equir·cd 2" conduit and 10G4A( '1pr) wire for inler'C:onnect. Splice wire in cxistinq handholes.
Pr·int Date: :l/2/2008
160<12 Utilities
I I
Sheet Revisions D,itc: Cornn1cnts !nit.
N Potholed Utility Survey Point
Note: Refer to POTHOLE INFORMATION table below for detailed survey information. f
~ [J
TO
0
~--- - ,. ----- :i: ,, !,()--....:._
Existing Signal Intcr-corrnect
36" X Sections
0
N l 13 2321
L .07
Colorado Department of Transportation 3803 North Milin Avenue Suite 200 Duran90, CO 81301 f'hone: 970··385-1440 rnx: 970-385-8365
EJA
36+76 40+29 43+91
TABULATION OF SANITARY SEWER MANHOLES
LT 6472.91 LT . 6483.82
649'1.91 6484.45 6497.49
P.OJUST MANHOLE ADJUST MANHOLE MODIFY MANHOLE
---t-----·--·t-·-----45+39 ·-+-----------·-""
LT 6498.67 6501.56 MODlfY MANHOLE ,-----·-----·-··-,, ............. -+---------6507 .27 6507.02
Adjustment and modification of South Durango Sanitation District manholes shall be in accordance with District specifications.
*POTHOL.E INFORMATION
ID TS T9
STATION 99+10.8 99+ 13.6
UTILITY
L L TELEPHONE CONDUIT L TELEPHONE CONDUIT
'' Elevations ar·e taken Jt tile top of pipe unless otherwise noted.
Notes:
The information shown on this cfrawing concerning type and location of underground and other utilities is not guaranteed to be accurate or all inclusive. The Contractor is responsible for making all determinations as to the type ,rncl location of underground and other utilities as maybe necessary to avoid damage thereto. Call 1-800--922-1987 for utility information.
Tt1e Contractor shall be responsible for adclitonal adjustments to utilities other than those shown herein.
All existing light standard foundations shall be removed.
See lighting sheets for proposed lighting design.
.490
No Revisions:
Revised:
Void:
STATION TO STAi'ION LOCA1'ION
TOTALS
STA'l1 ION TO STA'l'IOH LOCATION
'
,,
'I'O'I'ALS
STATION 'I'O STlt~rIOJ:T LOCATIOU
.II,' ·,'
TO'I'ALS
Horiz. Scale: 1: 10
Unit Information
REMOVAL TABULATION CLEARING A.ND REMOVAL OF
SIDE GRUBBING ASPHALT MAT
REMOVAL OF GUARDRAIL
TYPE 3
REMOVAL OF DE.LINEATORS REMARK
SIDE
SIDE
0 i02 512 8
ROADWAY TABU
FJ·!BAl!KMli:llT MATERIAL
(CIP) *
.,,,
306
18 .. AGGREG. BASE COURSE
(Class 3)
694
RAI ·.(',.· , ... ·,
GUARDRAIL ~'YPE 3 (6-3
POST SPACHlG)
Ii'
'',.()
1,025.0
'I'RAHSITIOl.1 ~/YPE 3G
'.',:'ii
2
,",c,· .,.
6" AGGREG. BA.SE COURSE
(Class 6)
209
.: ' . ','/
2" HHA (PATCl!IllG)
(ASPH)
1,165
ON
2" !!MA (Grciding SX)
(75) (PG 64-2 8)
(FUTURE)
1,423
nm ANCHORAGE EHD AllCl!ORAGE (l!Ot!E'Li\Rii:D) (FLARED)
,, ... " l'J·.' 'I(
l. 2
3 .. f[!,Ll\. I I
(Grading SX) (75)
(PG 58-28)
1,475
RD'1ARKS
3" HM.A, (Grading S)
(75) (PG 58-28)
1,528
STATION i•o
. ' '
CURB TYPE 6 (SECT. H)
I
1,503
RESET and ADJUST TABULATION
STATION LOCATION SIDE
TOTALS
RE/HARKS
RESET GROUHD SIGNS
5
ADJUST MANHOLE REMARK
Sheet Revisions Colorado Department of Transportation Date: Comments !nit,
As Constructed Project No./Code TABULATIONS
ii~ (;,._hMid~?Ahh.,-N
Region 5
3803 Nnrth Main Avenue Suite 200 Durango, CO 81301 Phone: 970-385-1440 FAX: 970-385-8365
EJA
No Revisions: 9/10 US 160, RAMP C & RAMP D NH 1602-114 1--·-----·-····-----·-·------f'o------------,----..... -----------------------.. -
Revised: Designer: JMB Structure na 16042 Detailer: JMB Numbers na
Void: Sheet Subset: Roadway Subset Sheets: R1 of S Sheet Number 119
/ /
/ /
Curb Type 6 (Section M)
8' Z-Slope (Future)
2'
6' Shldr
CL. 0 UJ
TYPICAL SECTION "US 160" (GUARDRAIL SECTION)
Station 77+41.57 to Station 83+66.31
O' TO 12'
Aux. Lane
12' to 24'
2 Lanes l ..
· 6" Aggregate Base Course (Class 6)A
8" Hot Mix AspHalt A
18" Aggregate Base Course (Class 3) A
TYPICAL SECTION "RAMP C"
I
6t! 6 11
HCL US Highway 160
Varies O to 15' 24'
** Turn Lane
PAVING DETAIL (not to scale)
12" Hot Mix Asphalt (Grading SX)(75)(PG 64-28) A (FUTUf-lE)
13" Hot Mix Asphalt (Grading SX)(75)(PG 58-28) A
J:3" Hot Mix Asphalt (Grading S)(!5)(PG 58-28) A TYPICAL SECTION NOTES J
Break points on slopes and in bottoms of ditches shall be rounded during construction for a pleasing appearance.
(No ABC or HMA will be constructed in the below station ranges)
US 550 bridge to be contructed between approximate Station 266+00 and Station 270+23. Refer to bridge details.
16' Lane
(Future)
Station 514+08 To Station 516+00
.. 26' ~ Width of_ Pavement
HCL Ramp C
16' l..ane
8" Hot Mix Asphalt A
G" Aggregate Base Course (Class G) .A
18" Aggregate Base Course (Class 3)
Sheet Revisions Comments Init.
6' Sh/cir
Edge of Pavement
Cut Slope no steeper than 3:
Colorado Department of Transportation 3803 North Main Avenue
"Hf'
Existing Ground
As Constructed
No Revisions: 9/10
F,amp C bridge to be contructed between approximato Station 512+00 and Station 514+08. Refor to bridge details .
Cut Slopos:
Slopo 6:1 where ''C'' is O' to 4' Slopo 3:1 where ''C' is over 4'
Fill Slopes:
Slope 6:1 where "H" is 4' or loss Slopo 4: 1 where ''H'' is 4' to 1 O' Slopo 3: 1 where "H" is over 1 O'
'!~ Tho Contractor will bo requirod lo place a minirnurn of 4 Inches of Topsoil or specifiocJ altornative to this lino.
Al. Approxirnato thicknoss
e The Contractor will bo requirod to place shouldoring rnaterial as shown.
HCL Horizontal Control Lino
Surcharge Ernbankrnont Grado
TYPICAL SECTION DETAILS US 160 AND RAMP C
Project
NH 1602-114 Suite 200 --------------------·---------··l------------""T""---....... -------1------------------------------------' Durango, CO 81301 Phone: 970-385-1440 FAX: 970-385-8365 Revised: Designer: JMB Structure na 16042 ---·--------·--
Detailer: JMB Numbers na EJA Void: Sheet Subset: Roadway Subset Sheets: R2 of 5 Sheet Number 120
Horiz. Scale: 1:10 Unit Information
Existing Ground
)
Existing Ground
Cut Slope no steeper than 3: 1
"H"
Date:
Curb Type 6. (Section M) Profile
Grade
HCL Ramp D
Station 613+53 To Station 614+53
TYPICAL SECTION "RAMP D" (No ABC or HMA will be constructed in the below station range,
except Sta. 617+43 to Sta. 620+00 where full depth pavement is required.) Station 609+00 To Station 611 +02
8' Z-Slope
Point of Slope Selection
Sheet Revisions Comments
Station 612+82 To Station 620+00
25' ~ Width of Pavement
6' 15' Shldr Lane
5" Hot Mix Asphalt
HCL Ramp D
3" Hot Mix Asphalt A
6" Aggregate Base Course (Class 6) .&.
18" Aggregate Base Course (Class 3) A
8' i.-Slope
!nit. Colorado Department of Transportation
~--·-·~1----------·------+-----1~~ 3803 North Main Avenue Suite 200 Durango, CO 81301 Phone: 970-385-1440 FAX: 970-385-8365 fo .• ,kk,w..f1~AJlh"h,~1
Region 5 EJA
"H"
As Constructed No Revisions: 9/10
----------·-----·----·-·-Revised:
Void: Detailer:
RAMP PAVING DETAIL (not to scale)
2" Hot Mix Asphalt (Grading SX)(75)(PG 64-28) A (FUTURE)
3" Hot Mix Asphalt (Grading SX)(75)(PG 58-28) A
3" Hot Mix Asphalt (Grading S)(75)(PG 58-28) A
TYPICAL SECTION NOTES
Break points 011 slopes and in bottoms of ditches shall be rounded during construction for a pleasing appearance.
Ramp D bridge to be contructed betvveen approximate Station 611 +02 and Station 612+82. Refer to bridge details.
Cut Slopes:
Slope 6:1 whore ''C' is O' to 4' Slope 3: 1 where 'C' is over 4'
Fill Slopes:
Slope 6:1 where "Ii" is 4' or less Slope 4: 1 where 'l-J" is 4' to ·1 O' Slope 3: 1 where "H" is over ·1 o·
The Contractor will be required to place a minimum of 4 lnchos of Topsoil or specified alternative to this line.
A Approximate thickness
e The Contractor will be required to place shouldering material as shown.
* See retaining wall details.
HCL Horizontal Control Uno
Surcharge Embankment Grade
TYPICAL SECTION DETAILS RAMP A AND RAMP D
JMB Structure na
JMB Numbers na
Project No./Code NH 1602-114
16042
Sheet Subset: Roadway Subset Sheets: R3 of 5 Sheet Number 12
270+00
Sta. 80+39.24, 62.86' LT -'~,~)oq~ End Roadway Taper -,
Curb Type 6 (Section M)
-\C
End Anchorage (Nonflared)
0
1 cO
See Gore Detail
o~ % /
i
r::--:-:-:::"--:-~::;::77::::-::-;::-~~~--~~~~---~~~-.~~~,.--~~~~~~~~~~~~~~~-L---,r---~~~~~~~~~~~~~~~~--~~~~~~~....-~~~~~--~~~--,.~~~~~~~~~....L~~~~~-o-· ~----so_·~~~10_0_· ~~~~~~20_0_·~.1 Print Date: 9/23/2010 Sheet Revisions Project No./Code File Name: ..-------.--------....---......i Colorado Department of Transportation Horiz. Scale: 1: 100 3803 North Main Avenue
Suite 200 Unit Information 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 and US 160 PLAN SHEET
JMB
JMB
Roadway Subset Sheets:
NH 1602-114
n/a 16042 n/a
R4 of Sheet Number
0 z
I f
Print Date: 9/23/2010 File Name: Horiz. Scale: 1:100 Unit Information
PROPOSED STR. NO. P-05-Y
0 0 + L{) ~·
Transition Type 3G
I r~
(0 L{)
C:)
'·' ,-,,_ I n
Sheet Revisions Comments !nit. ------··----1-
f0 uv t Coll Uuts Jlvi[J
--End Anch;:;;-,-(Flared)
-----I!!-----
""'
I Colorado Department of Transportation
G?ci-eorj ................. ,_, .. : ..... .. ..-.-. ............. CtF.4Mw_N~:J1§'1'/.oJ,:Jty
Region 5
3803 North Main Avenue Suite 200 Durango, CO 81301 Phone: 970-385-1440 FAX: 970-385-8365
EJA
Cur·b Type 6 (Section M)
onstructed No Revisions: 9/10
Revised:
Void:
O' 50 1 100'
---A-
I r'0
Designer:
Detailer:
Sheet Subset:
200'
Ramp D PLAN SHEET
l¥
Ii
u
n/a
n/a
111--_ 111
Project No./Code NH 1602-114
16042
RS of 5 Sheet Number 123
Existing Ground or Bridge Embankment
Existing Ground or Bridge Embankment
Existing Grnund or Bridge Embankment
TYPICAL SECTION NOTES STATION LOCATION FOR RIPRAP
TYPICAL SECTION - SHARED USE PATH The Contractor will be required to place 4 inches of topsoil to this line. 8'
NEAR BRIDGE EMBANKMENTS
899+98.35 to 902+00.00 904+80.00 to 908+20.00 913+30.00 to 914+ 70.00 916+90.00 to 918+20.00
4: 1 to 2.:1 Max.
4'
HCL SUP
I
2' I
8'
2' I
8'
DCJle:
10' SUP
=i-=-·::
2'
MINOR CUT LOCATIONS
903+20.00 to 904+80.00 907+22.23 to 910+50.00 918+80.00 to 919+50.00
VARIES
10'
l. 6" Cone (Future) !!I 6" ABC (f'uture) !!I
10' SUP
Pedestrian Rail* Layout Line
and Top of Wall*
Retaining Wall*
RETAINING WALL
901+15.63 to 902+48.54 905+65.99 to 907+22.22 912+52.55 to 914+92.56 915+37.66 to 918+04.34
Existing Ground
Finished Gracie ~ at f'ace of Wall
flHII
0
!!I
*
Break points In slopes and in bottom of ditches shall be rounded during construction for a pleasing appearance.
Cut Slopes:
Slope 4:1 Typical Slope 2:1 Max. near bridge ernbankments
Fill Slopes:
Slope ,l:'J where "H" is 2.5' or less Slope 3:1 where "H" is over 2.5'
Vertical alignment control points
Approximate tl1ickness (minimum).
Refer to wall sheets for details on pedestrian rail and retaining walls.
Existing Ground
-'
TOE OF SLOPE
A
RIPRAP SLOPE PROTECTION AT SUP WALL LOWER END.
3 TO 4, MATCH TYP. S.U.P. SECTION
I i
PLAN N.T.S.
l. \! /\fll[S [JY UJC,'\ TICJN
I S.U.P.
RETAINING WALL
MATCH EXISTING ... I ELEVATION - \\
\ \
SECfION A-A N.T.S.
12" THICK D50 = 6" RIPRAP OVER CLASS 'A' EROSION CONTROL GEOTEXTILE. EXTEND GEOTEXTILE TO WITHIN 2" OF FINISHED GRADE ON ALL SIDES. RIPRAP FINISHED GRADE SHOULD MATCH ADJACENT FINISHED GRADE AT PERIMETER AND BE DEPRESSED 0.2', 1' FROM EDGES AND ACCROSS THE CENTRAL PORTION.
Sheet Revisions Colorado Deportment of Transportation ~) () 'f'I :sso 3 J,Jor th f~oin /w enue
As Constructed SHARED USE PATH TYPICAL SECTION
ject No./Code h!H 1502·114
Corr1rnents init. ·-+---------·--·-+-----'--, No f<evisions: 9/ IO ~
1
Suite '.!DO _.,-......,,............,.. (31,"101 [,;:;;:;N777:;:;:;;::: :~8:)~ 14 110 f /\X: 9/() -,-)23:)-·8:)65 160/ 2 F;eviscCJ:
Region 5 EJA Void: t Nuniber 124
LJliilT CJF IIU.-
56?0
CG l O
li600 i399+'.)[)
l() I" f0 co o::i ~ *~ O> co co " » > ,_, w
i'.L ___J >W
90Clf()()
RAMP A BRIDGE
CJOO t :iO
c ILL
901+00
Region 5
f/i 901H5.6:I INS i,'\l l. 11. CY [):)Qccc:GII F~lPF~/\P (V/~·lO, l_ CJVE:f\ CL/\SS 1
/\1
CDNfRDL GEDlLXTll.E
C)()}I~,[)
/ /
/
EJA
LlHIT DF F[LL
/ /
/
ST A 907+4 8 ::,4 ""' mo Wi\lL.. SUP 5
1.r1;1n cir- cur
~ (0 ·o 0 . :j? s N CO O co o, I I . >
O Lu 0... ___J >w
v.c. = 60.00' K = 26.94 e = 0.17'
MDS 20 mph
lO N ..... f0 ci . +S f0 co O co o, I
i > -w 0... ___J >W
9011'.)() 90:S-I ()()
Constructed No Flevisions: 9/ I CJ
r~eviscd:
':2 -<1-. N ~ .,---; +-f') co O co O> I I . >
f-- w 0... ci >
(i65CJ
6C70
GGOO 9()5+'.)0
-·----------< De loiler: Void:
O' 25'
SHARED USE PATH PLAN & PROFILE
N
/ 50' 100'
Project No./Code NH 1C02--ll4
125
UMJT Uf flU ..
I It!l T [ff CUT
Cfi?O
90'.>rC)O
Print Dote: Sheet Revisions Dote: Comments ]nit.
905 l'.,O
\\'.t\L l
l
STA 905,GS.99 H~ST/\l.! 6./ CY D:)O•b" irn'RAf) (VI 0 10, L UVc:fs CU\SS crn~ r1mL
906·100 90Cl50 907+00
Colorado Department of Transportation :SBO.:S Nor th Moin /wcnuc Suite 200
C[l 440 I /1X: 910 :\,85 b3C5
EJA
907+:SO 908i00
As Constructed No l1evisions: 9 I IO
(3(330
CC20
C610
GCDO 908b0
O' 25'
SHARED USE PATH PLAN & PROFILE
N
I 50' 100'
Project No./Code
O'
C6'.i0
Gfi20 90EH'.,O
Print Dote: 9/?.:S/?010 f'ilc Nmr,c: l(i0'1? .Gf0
floriz. Scolc: 1:50 Unit Inf or mo lion
SO'
90,)tOO
v CUI
100'
60.00' • 35.31
e - -0.13' 20 mph
910,00
v.c. • 60.00' K • 25.53 e • 0.18'
MDS 20 mph
N "1 o/; ~ ~ ,.., + <O ::: <O a, II
II • )-) > (l_ w > _J w
911+00
Region 5
N l{) ~N l{) • "'",.., +,.., .... <O ~ <O a,
911+'.,0
LIMIT UF F IL.L
'.) /\ 912+'.02.:ss l3ECIN WN .. L. SUF' 3
LIMIT Clf !U.
STA 912+52.SS !16T AU .. 2.:i CY DS0~6" f< l p f< !\F' uvrn CL.ASS CDNTPCJL Cl [JTEXTllt
v.c. • 60.00' K • 77.65
o ro o ro 0 .
WALL.
VPI • 913+86.74 ELEV. • 6643.23 8:;; e om 0.06 1
~~MOS• 20 mph + co N CO
:r ~ ('j co .... co a, I I
917+00
en I 1;;. 0W g; ci -
I . > >-"1 LtJ Q. _J >W
917+:i()
EJA
> !- w Q. _J >W
k-l~O __ .O_O_'-o, I~ K = 24.00
e = -0.19' MDS = 20 mph
913+00 91 :1 ISO 914+00 91 '1+'.iO
As Constructed No f<cvisions: 9 I 1 0
Revised:
\/ oid:
SHARED USE PATH PLAN & PROFILE
STi1 914+9256 [ND WALL SUP-3
STA 2.5 CY D50=5" PIPF<AF0 L ovrn CLASS CONTPDL CEOTEXTILE
> ow Q. _J > Lu
E > >--<w Q. _J >w
v.c. • 60.00' K • 27.14 e • 0.17' 66:IO
SSD = 578' MDS = 20 mph
91 :i l ()() 6520
915+:iO
Pr l~H 160?·114
16042
'.:~UPI+ of Number 127
fi(it() 91 :.i+:,O 916 f()(J
Dote: D/:>:S/7010
[W F Ill
RAMP D BRIDGE
n "1-"<I- <O r-: 0j '°· ti) . j;c.o K=27J4 - tO O> H e = -0.17'
11 > MOS = 20 mph uw CL -J > w v.c. =
917100 917 t'.,O
LIMIT m· CUT
l.!MIT m· FIL.I.
ST A 918+04.54 END WAL.L. SUP t,
918+00 9 lil+:,Cl
Region 5
UM!f
91 SHOO
\
EJA
919+:,0
c-l c:i - co 6 <.O N <.O o, II
I> ..... w CL -J >W
920 tC)C)
As Constructed No f\evisions: 9 I IO
STA 920+12.32 END SHARED USE PATH N 1213901.54 E 2320972.36
CC/0
C660
6640 \J20 t:,CJ
0'
SHARED USE PATH PLAN & PROFILE
25 1 50' 100'
Project No./Code NH lbCJ2·11c'
l6CJ42
SUPS Z)f 6 t l~urnber
HORIZONTAL CONTROL DATA De RADIUS
f'rint Dote: 9/7:S/2010 Sheet Revisions f· ilo Norno: iC04;? Cfl/01 Dute: Cornrncnt.s ]nit. floriz. Sculc: l:'.,O
Region 5
LENGTH TANGENT CHORD CHORD BEARING
As Constructed l~o f<cvisions: 9 /IO
F;evised:
EJA Void:
SHARED USE PATH PLAN & PROFILE
Project No./Code NII 1602·114
1C042
Sheet ,,Jurnber· 129
co:so 6630
bS/0 i3C20 6620
1() CGlD
[i'.)C)() 5'.SlJO
STA. 899+98
A() () 20 () ilO AD
Print Dute: CJ/2.S/7010 Sheet Revisions Colorado Department of Transpodation File Nmne: 15()'17. SIJf' Xsec Cornrncnts !nit. floriz. Scale: 1:20 ~.'ioin /\venue
f i\X: CJJO· 3c3'.i c3Y3'i
··2.007.
20 ()
s Constructe No f,cvisions: 9 I IO
f?evisr:c1:
STA.90o+o0
2Cl
Desiqner:
De toiler:
4 ()
SHARED USE PATH CROSS SECTIONS
6620
6510
li500
5:,SO
60 80
Project No./Code NH 1502··11~
]6042
cc:so
GC:SD Gli70
56:?0 ciGJO
·2.00%
f>COO GGOO G:i'JO
G:iCJO STA.90o+50 b:iCJO
/() (l ?O Cl co
F'rint Dute: 'J/)3/701() File Norm:,: JC()l\7. ',LJf).Xsec . --
Horiz. Scolc: l:?O Vert. Scola: /1s NotccJ Unit Inf or rno lion
Region 5
·20 ()
As Constructed 1,10 f,evisions: 9 I IO
F~cviscd:
EJA Void:
STA.901+00
70 40
SHARED USE PATH CROSS SECTIONS
66:so
6620
6610
GO 80
Project No./Code NH 1602·111\
1G042
Si,e<" t Numbcer 131
GG30 cc:so
6li70 G6~~0 6li:\O
6fi1D G670 66?0
CCDO (iGlO
(3600 G600
STA. 901+50 STA.902+DO G:i90
D 20 () 20 60 (30 40 20 () 20 40 so cl()
JGCl4?
5 EJA Void: SI 'ubsel Sheets: XS3 of 20 Sheet Nur;-1bcr 132
G6:?0
6Gl0 ··2.00%
6600
C:i'JO ST A. 90,3+00
() ()
0 ?.'.)0%
(3(3()()
STA.902+50
0 :?O
Sheet Revisions File l~omc: 1(304:? SUf' Xscc -·--------------""----------------l rloriz. Sco!e: 1:/0
Dote: Cornrncnts I nit. ----·-···------·---------!......-
!-·--·--·--·-·-!---------·-----------
6620 G630
6610 6():?0
6600 6GJO
6590 6COO 60 80 -40
Cf32D
6600 Gt310
(,'.390 GbOO 60 ·40
Colorado Department of Transportation
~orj .............. ~~ ................ _...\!li\115!!1ll!lllffl•·-..,,
61},-,&\W\_NI Ll' fSpn,,;s\),f~,~)-'i
Region 5
:st>o:s Nor th ~/ioin Avenue Suite ?DO Duronqo, C(] f\U()J f'honc: 910 .18'.iV,40 FAX: 970 <385-·EUGS
EJA
-:?O ()
0
As Constructed ~lo f<evi-;ions: 9 I IO
F<evised:
Void:
STA.904+00
10 40
STA. 903+50
20 40
SHARED USE PATH CROSS SECTIONS
60
co
SUP XS Subset Sheets: X'3~, of
6630
6620
5Gl0
5600
80
66:so
5510
6500 80
Project No./Code l~H 1C02-114
15042
t Nurnber
6640
Gt~30 6630
6620
"1007,
GG10
C600 660() (3t)00
STA.904+50
40 0 ?O 0 eo 40
Print Dote: 9/2:S/2010 Sheet Revisions i------ Colorado Deportment of Transportation f ilc Nmne: lfi042 .. SUf' Xscc Cornrnents 1nit. Horiz. Scole: 1:20 Moin /wenue -----·--·---.. --.. ·----·--------Unit l ri f ormu lion
F 1\X: 9 i() :S3S·fUEi5
Region 5 EJA
-?.00.%
20 0
onstructed l,o f<evisions: 9 I IO
F~cvised:
Void:
STA.905+00
20
'.:;hcc t Sub;;c t:
t)C)
SHARED USE PATH CROSS SECTIONS
SUP XS
6640
6630
6620
660()
GD 80
Project No./ l,H 1602·\14
1£3042
of 20 Sheel f'\Jurnber 134
0
2 00%
riGOO
STA.905+50
0 20 CJ 20 40
f'rint DCJte: CJ/2<3/201[) Sheet Revisions -----· ----File Norne: 1G042 .SUF'
60
Region 5
6G40 (i640
G630 66:'>0
6620 fiG2Cl
GGOO GGOO
6'.iOO G:,00 80
:S803 North f,;loin Avenue Suite 200
CCJ
·40
· SSS tJ:165
EJA
STA.906+00
20 0 ?O
As Constructed No f<evisions: 9 I IO
f<eviscd: Designer:
i--·------------.. -·-·.-.!De t oilc ,·:
40
SHARED USE PATH CROSS SECTIONS
60
\/oid: Sheet Subset: SUF) XS Subset Sheets: XSG of 20
I /
I I
6650
6620
5bl0
6COO
so
Project No./Code NH 1602-114
-2.0DX
CGOD
· 11() ?C) [)
STA.906+50
20 60
I /
/
I I
80
6640 6640
6Ci:SO GEUO
662'.)
GG!O
fiGOO CGOO
G~)90 6590
Sheet Revisions r~D-rJ-(P-.:-,--.-,,,,,,,.,,;c_:o;,,.rr;,,.,,r;,,.n;,.;er.;;,1l;,,.s;..;..;.;;,_.....,.._lr-,il-.--1 Colorado Department of Transportation
~ 323.03 North iv1oin /wenuc --·---- ·-··-····l--------1 ~!)OT! Suite ?00 ......... ___ (
(36:,0
GblO
CGOO
CJ ()
Dote: CJ/2.Vl'DlO
Horiz. Scole: l:'.'O --- ·-----------------·----Unit
·2.00%
STA.907+50
?Cl
g.:;,.\ -~,."
'
!,()
Sheet Revisions Dole: Comments I nil.
6640
66:30
b6'.'0
6b10 ··40
6640
C6< D
S.3:/
Gb?O
G6i0 G620
CGOD CG10
co eo 40
Region 5 EJA
STA.908+50
?O () 20 40
.. :} .. 00%
·20 Cl
As Constructed No f~cvisions: 9 I IO
f<evised:
Void:
STA. 908+o0
?CJ
De toiler:
'.:~heet Sur
40
SHARED USE PATH CROSS SECTIONS
' ' '
GO
1.7\!.
GO
' ' ' '
'-.
' / './
6540
6630
6620
6610
80
666.0
C6:30
6C'.'O
6610
80
o ject No./Code NH 1602··114
16042
XSS of 20 Sheet Nurnber i 37
G670
b(ilO STA.909+00
[) 70 ?O GO
Region 5
bti4 0
Cfi4 0 bc:so
CG'.20
6b20 G610
(iC10 6600 bO
:Scl03 ~lorth Moin /wenuc :;uite 200
C[l
EJA
?.0.-1
D
As Constructed No F\cvisions: 9 I IO
V0ici:
STA.909+50
20 4()
SHARED USE PATH CROSS SECTIONS
G640
[i[i30
6620
bClO
6600 E,O 80
NH lb0:?-114
lb0tc2
XS9 of 2D Sheet Number 138
6640
-2.007. 8.6,1
6630
G620 6620
STA. 911+00 6610
20 0 20 40 60
6Ei50
GEi4CJ GG<·D
O.DD.%
bG20 G620 CG20
(351() STA.91G+OO bC10 G(~lO STA.910+50
6Gl0
2() () 20 co 20 (_) ?O 40 60
Project No./Code f)rint Doto: CJ/2:\/2010 Colorado Department of Transportation
33CU Glorth Moin fwenue Suite ?00
Sheet Revisions As Constructed SHARED USE PATH Flevisions: 9/ IO CROSS SECTIONS
File Nornc: lb042 SUf' Dole: Cornrncnts Init. t~H 1Ei02··114 lloriz. Scolc: i:20
Durongo, Cll 31:SO\ Phone: 9 /0 /,.() F /1X: 970<S85·8:S6:i -------·····--·---- Dctoiler:
16042
EJA Void: SUP XS Substt Sheets: )<S10 of 20 t Giurnber 1·10 vJ
-2.00%
Cb2D
CG 10 STA.911+50
ll 0 70 <l(J
f'rint Dote: (J/7:S/7010 Sheet Revisions File Norne: l G04 L SiN to: Comments Hor'z. Scolc: ::20
GO
GG:iO
GC70 bG70
GG10 GGlO c3U
Colorado Department of Transportation
Region 5
s.S(30-.3 Nor th flioin Avenue Suite 7.00 Dur C[J 8UD1
:ss:)--11~11.() F /\X: 9/0 <3()5··,f3j65
EJA
()
As Constructed No F(evisions: 9 I IO
f'?evised:
Void:
STA.912+DO
SHARED USE PATH CROSS SECTIONS
GD
oGSO
bb20
66\0 80
Project No./Co NH lb07··114
1604 2
SUP XS Subset Sheets: XSl l of JO Shce t Hur-nber 140
()
~ Z ,00%
0610 STA.912+50
() ?CJ () ?O ti() bO
'rint Dote: CJ/2:S/7010 Sheet Revisions F ilc Nome: 1b047 SUI' Cornrnents
·---floriz. Scole: \:2() lj~ lnforrnotion .
1f l1/' If •' j ) Jl 1 !! I: c. 'o r. :, P u c r 1 0 " '
66'.,0
6G20 Gb20
C610 Gl,10
AO C)
Colorado Department of Transportation As Constructed ~ I :sso~s North ~viciin /wcnuc i....~OT Suite 200 ----- CD 81:SOJ &ii:'N~•i:so3:+: · ._33~;-,1<~40 F/\X: 970 ·:ss5-·B3G5
~lo f~evisions: 9 I IO
f\evised:
Region 5 EJA Void:
STA.913+00
20 40
SHARED USE PATH CROSS SECTIONS
60
6650
66tl-O
. 6620
6510 80
Project No./Code NH 160? 114
16CM?
:3heet Nurnber 141
66/0
6660 6660 6660
66~i0 co:so
-?.OOX
() bCr\()
Cb\0
G6?0 6620 Gb?O
STA.913+50 6Cl0 GblO
D . ?D 0 ?Cl co ilO
Print Dnlc: ')/23/?DJO Sheet Revisions Colorado Department of Trcmsportation File l~orne: 1604? .. '.;Uf' Xscc Dote: Cornrncnts !nit lloriz. Scolc: 1:20 Hoin /wcnuo
s:sss
·2.00X
20 Cl
Constructed No Revisions: 9/ IO
F~eviscd:
STA. 914+00
20 1:0
SHARED USE PATH CROSS SECTIONS
-----·-·------! Detoiler:
6670
6C60
6650
66~0
cc:10
6620
6610
60 80
ro ject No./Code
6680 66tl0
66 /Cl 6670
1.::15,%
GGGO 6G60 66GO
66'.SO 6[3'.i()
·"2.00%
GG40
%.SO GfU()
C620 CEi20
CClO STA.914+50
6Gl0 GG!O () 0 ?O 4-() GO 80
Print Dote: 9/2:3/2()10 Sheet Revisions Colorado Department of Transportation r·ile Nnrnc: 1(3042. SlJf). Xscc Comrnents lnit. ivloin /\venue
EJA
. ?D ()
As Constructed
STA.915+00
?CJ !)()
SHARED USE PATH CROSS SECTIONS
60
70
G660
6650
6640
.. \
G670
661()
80
Project No NH J602·11!J
16042
Shec t Number 143
GGGO G6GO
GbS::l)
l,0:1 ).[)();,
Cfi?O
STA.915+50 ccw () 70 () :?() 0 (i() 80
Sheet Revisions Dote: Cornrncnts
Region 5
G660
- 2.00X
GG70
CfilO 70 0
As Constructed No F<evisions: 9 I IO
EJA
STA.916+o0
?O 40
SHARED USE PATH CROSS SECTIONS
GO
GGGO
6650
G6e0
ss:so
G670
GGlO 80
Project No./Code f~il 1G07-114
CC/0
2.00%
66:)Cl
Gh/0
Ir() · 70 ()
Prinl Dn 9/2:S/2CilD File Nurnc: l b()4 7. SUf'
\ '\
\ \
\ \
\ \
\
STA.916+50
70
\ \
\ \
\ \
\
0
Sheet Revisions Comments
bO
!nil.
CC!O CC70
6660 CC6D
66')()
C(i40
(3fi20 C620
CCHJ 6CJD
FO 40
Colorado Department of TransportCJtion ~)()'l'j 3f303 North fM1in Avenue ~ 'Suite ?DO -..- ...... ~-~=NtT+:,~:: F /\X: SJ JO- ~)8'.) .-8365
·2.00%
20 l)
As Constructed Nn Pcvisions: 9 I l O
\ \
\
\ \
\ \
\
\ \
\ \
\ \
\ \
\
STA.917+o0
/0
SHARED USE PATH CROSS SECTIONS
\ \
60
6C70
GG60
66:,D
6(34()
6620
6Cl0
80
Project No./Code NH l6D?··li4
16042
t I\Jurnber 145
55is0
- 1.30%
56;0
CG60
2.00%
GC/0 () ?O 0
f'rint Dote: 9/?.\/?010 F-ile Nome: 1(;04? SUf" X:;ec
lloriz. Scole: !:?Cl
Unit
\ \
\ \
\ \
\ \
\
STA.917+50
'.)()
\ \
\ \
\
\ \
\ \
40
Sheet Revisions Cornrncnts
, _______________ ,_ ___________________ _
GO
I nit.
5580
G6/0 GC/0
C(iCO 6GGO
GC50
() 0
6f_;:so G6:SC)
CC?O GG?O
eo
Colorado Deportment of Transportation 1\lloin /wcnue
Region 5 A
?O 0
s Constructed No f?evisions: 9/10
f?evisecl:
\ \
\ \
\ \
\ \
\
STA.918+00
?O
SHARED USE PATH CROSS SECTIONS
GO
, _______________ _,Structure 1------------1
•----------------------J De toiler: !\!urnber s Void: Sheet X':) Subset She~ds: XS l 7 of ?O
66/0
06CO
6650
6620
80
Project No./Co NH \GO? 114
16042
Nurnber
l,C/0 GC70 CG/0
CGEiO
-?.00%
GG40 GG40
STA.918+50 cc:so CCYl () () 20 40 co 30 ()
f'rint Dute: 9/23/2010 Sheet Revisions Cornrnenls Colorado Department of Transportation File l'!mne: 16042 .... SUi' .... Xsec Dote:
5803 hlorth Main Avenue Suite 200
CCJ ~on ... ,,.... ................ ....... Horiz. Scole: 1:20
,,-......... ~""" Ot?Xkfi.iJ:dr'(f"'ffl~1},Jhft,1i.i<:,N
Region 5 EJA
()
s Constructed No Flevisioris: 9 I IO
f?evised:
Void:
STA.919+00
20
De toiler:
()
SHARED USE PATH CROSS SECTIONS
co
Sheet Subset: SUf' XS Subset Sheets: XSW of 20
C5/0
C5CO
5C'.i0
6540
5530
80
Project No./Code NH 1502-114
16042
Sheet r~urnbcr 147
/0
0
l)
f)riril le: 9/;;\S/?CJ]()
file i'-lornc: lb04? .SUf' Xscc
Horiz. Scoie: 1:?0
6670 G6/0
CbbO
GC'.iO
"', 66lt0 GG40 ' ' '-
STA.919+50 G6:IO ?Cl ti() (3() 80
Sheet Revisions 1---D-o_t_e :_...,,;;;.;...;..;;_;;;,.;;.C_o;_;rr~m;...w;_;, r.:::) t~s;;;;,;.;~--J-ni-t~ CO IO r O d O De p Ort men t Of Tr On Sp Ort at i On
---------· :~~=---~~-=~---~~-~~-~:--·-! c;«:i;D O Ti m,-,.--..........,...,.... ,.---·~ .. :""' Mt!AM.i:t'»f t1 f,,:11,,s[{}, ... !A,,oi
3803 ,,Jorth t./,oin Avenue Suite ?00
CCJ flL.\01 -~)t15-·14 0 F"/-\X: 9)0 :Sb5·--8:SG5
-2.00%
()
As Constructed No f~evisions: 9 I IO
-. ' ' \
\ \
STA.92o+o0
?Cl 40
SHARED USE PATH CROSS SECTIONS
\ \
60
\ \
\
\ \
\ \
so
6670
6660
6C30
Project No./Code
NH !GO? 114
.1G04?
E3650
C6?0 40
Print Dote: F'ile Norne: 1604) .SUP ... Xscc
Hor;z. Scole: 1:20 Unit lnforrnotion
Vert. Scole: /1s Noted Unit Leodcr lnitiol,;
" v
Cl.·;
STA.920+12
20 (~ 0
Dote:
\, \,
\, \,
\
!nit.
\,
\ \
(i()
\ \
\ \
'
6670
G660
\ (i61;[) \
\ \
\ \
G620 80
Colorado Department of Transportation
8L.101 :1ws 1li 4 o 1· 1,x: s10 :s8s ci:st,'i
EJA
As Constructed No f(evisions: 9 I IO
f\evised:
Void:
SHARED USE PATH CROSS SECTIONS
1----------·-··--4Structure ,__ _____ __, hJurnbers
Sheet Subs cl: sut> XS Subset Sheds: XS?O of :2
Project No./Code t~H 1602 114
1604~?.
Number 149
Note:
[Jr-nit upper porticm of f\e toir1ir1q Woll I cvclirig Pod & reduce width t)y 6 11 ot t 11 e fr o 11 t lo CJ c c o rrnn o d CJ t e c o i s son
i'
PLAN
ELEV AT ION
1, Ar1chor r3ol ts per Std. f)lcm fvH31:S 1
14
~:) I ' '11
op
4 /\nc oil per (''. l f)I ) l :] , r I CH)
()rl
Si/C
Sheet Revisions [)(ltc: Comments
J \. \v\u t. f- ror1t Face to rnCJtch Standard hope of Cuordroil ype 7 Style CD
chor Dolts per· Std. Pion M 61:3
Top of PcJvcmcnt
V ics fr 11 to l 11
\ . (' 'l .. /WOid .)(Jn! y '.)c:VICI.
If gcornc lric c fiic or1tC1ct ccr.
INST ALLATIDN SECTION
Design Data
:; cngth I l inii l S
f\!o C o chnicol de 1gr1 p rcm1clcrs uvuilohlc, c:<c:c;)t , ...
()fl CJ! UOrL·; tho t subsur fcicc c Sund:-:; to:·1c bcdr ock
Notes:
Coner Clos [) (Vvc1II) [po:<y coo tcd f-;cin f :; lee! grccJc 60
Pil_[ DAT A Mir1. fl enc trn lion 1v1c csur ed I) c n c 1r1to :; rocic oud in lo udc fhc
As Constructe No F/cvisions: 9 I IO
i\eviscd:
An c h or r3 o I t s pc r S t d . F) lcm M 6 L3 1
SECTION f~ c in for c in CJ /\
111
lO
x C)
E
(typ.)
T
fit rrcr
Vories
of f\ivcrnent
/15 @ t:q. Spa.
lJni t Ouon ti lf 7
71
toils CJf:)ply to liqht loc d \Joi1 Wolis: ·
to 47H30.00
tior1s
Project No./Code LIGHT FOUND A TIDN DETAIL
NH 1602·114
1co1,2
C)
'rint Dote: 9/22/?0JD
I' -::
() II ·1' ;,-
II
I_
·;1e Nome: 1GD4; __ ITD_ Elorcfor
I I () II
Pl-AN
I/
e Cle
ilffsct 1,or,1 US 1(30 I !Cl
J, l
c
INST Al_L_ ION S[C:TION
() t
Column
Const Jt.
11 #6 @ Eq. Spo
#4
An c ho r b o I ts Std. l)lon lvl
@ l q. Spo.
11 f' r .)
i • T
)
co 1
f.30)
Sheet Revisions .-..------.,.------------; Colorado Department of Transportation Dote: Cornrncnts Joit.
As Constructed Moin Avenue No F'sevisions: 9 / \ 0
i4a() f /;X: 970--jEJS 8:SGS
EJA Void:
Notes: Cone re le Closs D (Woll) F-ooting: non-epoxy cooted Reinf Steel Grode 60 Column: Epoxy cooled Reinf steel grade 60
Locote footing within soil loyer between soil reinforcement loyers.
:t:Stern heicJht is determined by verticol distcmce from l_icJht Bose to Top of Foo
Design Doto:
S ricJth lll l irnit Stole ond Service l Lirnit Stole, A/,SHTO U\H), Fourth [ditior1
lvlcximum Sc::rvice 1 opplied beoring pressure:: 4.492 k/ft 1.123 ksf
lvloxirnum Ser vie e ot bo,;c of foo
hor-izontol lood 1.843 k
lvloximurn Ser-vice verlicol lood "' )0. k
lvloxirnurn Service moment ot ceriter of bcise of foot 12. '/1 k ft
Concrete Closs [) (Woll) CY 1. 5 10.5
f\ein forcing Steel I_B 224 15C8
I f3
our1dotion Dctoils npp he ~; locotion;; whcr c the f1JC to C
founded within wirc-f e horizcmlol distunce fro
()
C' l I . )
lS CJ
IS 21
IS 2 :3
c .) 2
C' ·' 2/
LIGHT FOUNDATION DETAIL
Sheet Subsc t: bset Sheets: L F"'.)--2 of 7
124 868
Project No./Code t~H 1602 14
151
'ii
Print. Dole,: 9/22/2010 File Norne: 16C)t~2_,
floriz. Scole: l:1
/
" Anchor [lolls per Std. P!on S-·614-40
of F ouncJCJtion of Adjoccnt Povcment; Construction Joint
14 (0 Q) u (J
[lr,tionol Construction ,Joint
[3otton1 of \A/ir MSE WAU. fO 05 /1J
;- oundo tion
;:>" cir if [Jptionol Const Jt. used
Y' cir if optionul Const ,Jt. riot used
INST ALL_ATIDN ECTION
(GP Spiral ot 6 11 Pitch or Q.:P Tics @ 9"
Bolts per Std. r~lan S-·614·40
#9(~ Equally
4 #9@ from Caisson if Dptional Cons tr Jt used
#4 (N) Spiral ot 6" Pitch with One Extro Turn ot Top
plus 1 #5@() Tic at Top
TYPICAL SECTION ~-ormed f\einfor·ced Concrete Column
Design Doto Method:
Strcnqth Ill Limit /1ASHT[J lF<FD Fourth dition Deflection Check per Service Group l.ood
Combinations, J\.f\Si IT[) Storidord for Structural Supports for Highway l.uminoires ond Troffic Fourth [dition thru
2006 lnlerirns
Geolechnicai Data: Logs shown on [\e Woll P-05 AJ Pion &
[levation, Book ~-, Sheet 74 l~o Ceotechnicol parameters ovoiloble, except
thot lorge boulders ond cobbles rnoy be encouritered in overburden soils.
Modeled soil ond sandstone in L ··Pile porometers for US 550 bridge
lechnicol report.
steel ·rs non epoxy cooled(~ ond Grode 60.
Drilled Coisson: Concrete Clc1,is [lZ
OCK
( TYPICAL ECTIDN ill ii Drilled Coic;,;on
Coisson
stimotcd lip t if Top of Weotrwrccl [kcJrock is r1ol ut [ I.Gti /0 to /1chicvc l,linirnurn [ rribcd:nc11l)
EL_EV AT ION Sheet Revisions
Dole: Cornrncnts !nit.
Region 5
As No f~evisions:
f~cviscd:
EJA Void:
D ('Noll) or Concrete Closs HZ inch)
I .. Ormritity 1
. 6. / l
4tH···89.45 offset 52.:S0 1 Left
Project No./Co TRAFFIC SIGt\JAL FOUNDATION
NH 1602 114 -~-----·---··--+----------·-··-------~'
SI CNi\L Subset Sheets: 152
SHEET NO.
f'rir1l Dote: CJ/;>:1/;>0iO
Dl D2 D3
D4
DS
D6
D7
D8
D9
DlO Dll
D12 D13
D14
DJS
D16
D17
D18 D19
D20
D21 D22
D23
D24 D25
D26 D27
D28
D29 D30
D31
D32
File l~orne: 1601,2 .DNOOl Horiz. Scale: 1:1 Unit
INDEX OF SHEETS US 160 / US 550 DRAINAGE INDEX OF SHEETS
STANDARD PLANS LIST
US 160 / US 550 DRAINAGE QUANTITIES
US 160 / US 550 MEDIAN REMOVAL AND PAVING QUANTITIES
US 160 ·· DRAINAGE PLAN STA. 35+00 TO STA. 46+00
US 160 - DRAINAGE PLAN STA. 46+00 TO STA. 59+00
US 160 - DRAINAGE PLAN STA. 59+00 TO STA. 72+00
US 160 - DRAINAGE PLAN STA. 72+00 TO STA. 83+00 & SHARED USE PATH
US 160 - DRAINAGE PLAN STA. 83+00 TO STA. 97+00 & SHARED USE PATH
POND #1 SECTION & DETAILS
POND #2 SECTION & DETAILS
POND #3 SECTION & DETAILS
POND #4 SECTION & DETAILS
POND #5 SECTION & DETAILS
MISCELLANEOUS DRAINAGE DE:TAILS
MISCEl.LANEOUS DRAINAGE DETAILS
MISCELLANEOUS DRAINAGE DETAILS
MISCELLANEOUS DRAINAGE DETAILS
STRUCTURE CROSS SECTIONS, US160 - DRAINAGE
STRUCTURE CROSS SECTIONS, US160 - DRAINAGE
STRUCTURE CROSS SECTIONS, US160 - DRAINAGE
STRUCTURE CROSS SECTIONS, US160 - DRAINAGE
STRUCTURE CROSS SECTIONS, US160 - DRAINAGE
STRUCTURE CROSS SECTIONS, US160 - DRAINAGE
STRUCTURE CROSS SECTIONS, US160 - DRAINAGE
STRUCTURE CROSS SECTIONS, US160 DRAINAGE
STRUCTURE CROSS SECTIONS, US160 - DRAINAGE
STRUCTURE CROSS SECTIONS, RAMP 'A' - DRAINAGE
STRUC"TURE CROSS SECTIONS, RAMP 'A' DRAINAGE
STRUCTURE CROSS SECTlONS, SHARED USE PATH DRAINAGE
STRUCTURE CROSS SECTIONS, SHARED USE PATH - DRAINAGE
US 160 / US 550 MEDIAN REMOVAL AND PAVING PLAN
As Constructed No Revisions: 9/ IO
Revised:
Region 5 EJA Void:
us 160 I us 550 DRAINAGE INDEX OF SHEETS
. V Al DFZ Detoiler: D. CCJVINCHJN Sh:;ct Subset: DF?AIN/\C[ Subset Sheets: Dl of D~-S2
Project No./C NH 1602 114
1(;04'.7
Shce t hlurnbcr 153
PLAN NUMBER B-MlOCH
D M-'.?O:H
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CJ M 20:s 12
!R Iv! 2061
D Iv! 206 2
D Iv! 208-1
D lvl-210 1 D lvl-214
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CJ M 51() l
D M (50H
D M 601 7
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D M-605 1
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D M-6Cl7 15 D M-G08-l
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D WIRE rTNCES N,D G/1T[S (3 SHEUS) 84 -86
D CHAIN LINK FTNCE (3 SIWETS) ____ . _ .. _______ .. ___ . __ ...... 8! cl9
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PLAN NUMBER
NEW OR REVISED
S STANDARD TITLE
PAGE NUMBER
D S-617-1
D s -614
D s 514 2
D (' .. ) (314 :s D s 614- t~
D S-614-<S
D S·--6.14 -c
D S E314 8
D S 614 \[)
D S-.f)14- 17
D S-614
D s- 614-2'.l
D s -bl( ?1
D s f.314 72
D s f314- 40
D S-CJI+· 40;\
D s~-01;; :JO
D S C2 l-l
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D S 630 7
D S-630-:5
D D D D Cl D
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D D D D D D D D
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D[U!--!U,TOF, INST/\LLATICJNS (::1 SH[US).
CROUND SIGN F'L/\CEM[NT (2 SH[ETS) ..
CLASS I SIGNS.
CLASS II SIGl,S
----131-135
___ . __ 136--13/
. ..... 138
. 139 CLASS Ill SIGNS (3 SflEETS) . ... -· ......... 140-V12
E31lEN<--AWAY SIGN SlJf'f'[JfH DUAll_S . . .143--144 FUR GF<CJUl,D SlG1'1S (2 Sf ![US)
CDNCflET[ F[J[JTJNGS ,/\ND SJCN ISLANDS.. 145-14(3 Fem Cl_ASS Ill SIC,\JS (7 SHffTS)
TUBUU\R STEEL. SIGN SUf'f'Df<T DUAIIS (5 SHEETS). 141-1'..il
!v!N,Krn /\SS[MflLY INST/\LL/ITllJNS ............... _ .. _ ............ l'.S2
STRUCTURE NUME3ER INSTALL/\TlUN .. . ... 15:S
fl_/\SH!i,G BEACDN 1\l,D SICI, INSTN_L./\TICJi,S (..3 SlllTTS) l:A 155
·r YT'IC/11._ niu: l~DUNT SIGN rnsr /\L l_/>,TIDNS .
CCJNCl\[T[ f-31\fZF~ffF, SICN F'DST INST./\Ll/\TEJNS ..
TYPICAL_ t.1ULHSJGN lNSTALU\TlCJNS. _
TYPJC/11_ T!\NTIC SIGNAL H'1ST /1LL/1TlDN DETAILS. (/ SflEETS)
. . 15/ _ 1'."i8
159
Al_ffRNATIVt: TRNTIC SICNN_ lNSTAU./\Tl(JN DET/\ILS ... ;57-1 (:) SH[[TS)
IJiCJNCJiU[J[: DV[i~H[/\D SIGNS (14 SH[ETS). 172-125
r°AVUAEHf MN~Kll,CS (5 SHEUS) . 186-190
rn/\FFIC CCJNTRrn_s Fem HIGHWAY CCJl,STRUCTION. 191--202 (12 SH[:TTS) f,[V]S[[) cm [)3/05/01
C[]NCf,ET[ f3Af,Rirns (ffl&'). _ .203
D FL.ASHING E3E/1CCJN (F'ClfH /\Ell.[) DETAILS. .204
COLORADO DEPARTMENT OF TRANSPORTATION
STANDARD M&S
PLANS LIST STANDARDS
July 04, 2006
As Constructed Sheet Revisions --.....---------.......---------i Colorado Deportment of Transportation )olc: Cornrnenls !nit. STANDARD PLANS LIST
Project No./Code !'fo r;:evisions: 9/ IO i,H-1502-114
2
EJA Void: D:.12 Shcc t Nurntn'.r 154
0 R AI N AG E s T R u c T LJ R Q u AN T I T I s t~lJTf:: srnucrnr~A1_ Bf\Cl<F ll.L REQUJR[D rnr~ ClJNSTRUCT!ON DRAINAG[ IMi'f,CJV[MENTS SHALL. El[ CU\SS l OR F·u.iw F ll.l..
CDFi.~{?tTED F(EINf-ORCED PJPE DUCTILE f~IPf~AP PEf<M CONCRETE srnuCTDRAL N-:..t.ru\H W/0 PCltTD t~~E/SEEC
f:NJITARY Ml LUNGS RCP D DC CDRRUGATED MNJHOI E SLAB BASE CLASS lll, (CIP) f~EI!'JF"ORCED p1p~- Dso JO, IGEDT TfsM SLOPE & CONCRi:TE R-3295·2 ORIFJCE SEWER ~.SPHAL T) F!Tl ]NGS
UJCI\T Jrn~ c D 13 FLOW GROUT METAL PIPE CONCRETE CONTROL SOIL. DITCH DOUBLE SERVICE 18" 24" FILL RIPRAP END SECTIDNS 4' DIA 6' DIA 18" 24" 30" 36" END SECTIONS 18" 9" 12" 18" 24" BLANKET PAVHTG -RAME GRATE RELOCATE I>, sEi:oi:F CY wmnv
EACH EACH EACH EACH LF LF CY CY EACH EA EA l.F LF LF LF EACH LF CY CY CY CY sy SY SY CY EACH EA LS CY EA
5' 10' 5' 10' 5' 10' 5' 10' 5' I 10' I 5' 18" 24' '30' '36"
us 160 STA 3611/ ,-. I .30 48 138
STA 36+:ss Tel 37+82 132
STA :s9t48 108 4.1 9.3 -----·· STA 40+60 151 .. STA 42+15 46 I
STA 1,7+31 ,........_. ___ ST1\ 4 7+:S9 10
STA :57+:)C
STA :57Hl4 TC] 46+00 ,) 730 30 110 --------~ . ST /1 !;8+10 5.5
STA ".9f59 TC
STA :,!+?cl /1 7 :uti 130 l'.>8 :\.C ··-------~.
STA :)112(0 c -·--·--'---· STA '.il+4/ !El ----·· STA. '.ilHW 43
STA 5?iOC I[) '.,::>+ 45 63 108
STA :,;>+A", :s.o STA :)7-}-45 T[l '..:)5+55 .SC9
:3T/\ '.S:il:1:3 TCl 551/5 t-=' 88 !"SO 1 ···---·-ST /1 !) .3.l
----·· STA :i :i } i':i :S53 I :; 11\ .\.0
:-;rA GO ?2 11 .·so STA GOIElS 67+/() 120
ST /1 (3/i 95 16 9 2.3 3.2
:; T !\ b8l5G T[J 69 iO.\ 31 71
SIA (3El iCil 331 9 98 179 :)
ST/1 G91 13 147 2 ST/1 11101 lC [' .-~
,)0
·-·--·-·-· ··-··-!-----'---· ST.I\ 15-i ()/ I 5"' . ,) ST.I\ 88+7C 190
ST/\ 96-f.~)6 n 8 70
fV\tAf' I\ c;T,i\ 299f '.i;' 1r·r· ._,)~) f---
STA :m+bO T[J 311 l80 I -t- It 'i
s [I\ :su101 I! 7 >-----·-·~ '----· SI /1 :s12 1so [i) :Si HU 275 I STA ,·s111+?1 TO .SlC 100 4.5 J I 172 ;> 14
I'.; TA .\l6171 I[) :SlC I I 71 ,----···· ISTI\ \lCl67 --~.- 5? 2 8
';flN<f·.D ST/1 CJO?+ICJ 55 2 Ifs :so USE ISTI\ 902140 rn 902,66 2C :i9
·1 I) f1Ti I :;1 /\ 90E3+1/ 1 5/ 3. n :,cs ------·· 2.l.A.J.) 0 9. t · 7 :1 59 18 :so tin
ST1\ 91 ! t/1 & STA 90'.iH 752 ST I\ 918!<.\l 22 2 2.5 1D i37 ,........__.
SUElTCHl\l. 4 3 2 10 :s8 17.l 47 .\ 219 ()/() :i I 91f j 7 6 1 El 108 78 LI.:' 304.'.i 178 730 108C 2739 39.6 211 5 5 ilO 2
Print Dole: 9/::i:1/701 Cl Sheet Revisions As Constructed 160/ Project No./ File 160112 . DQ001. dgn Colorado Department of Transportation us us 550
Nome: Dote: Con1rnents l nit. Horiz. Scole: 1:1 Vert. Scole: N[)NE
-----"·-~·-~-----·----·-- 380:\ Nor th rAoin /\venue No F<evisions: 9/10 DRAINAGE QUANTITIES NH-1602 i14
Unit ...Ir-.. Suite 200 --------------·-----·-L--·
Inforn1~1tion Unit L eoder: VSF CCJ 81:\01 Designer: V Al.OE/ s I -- F~eviscd: 1C042 [ il ·. \[ I[ f; I "" ... ,,,.,, .... "--~"""' Phone: ttO i 1\X: 910 585 856:) ---------1n111•• ....... ...,,. &fhiMNf o! ik...;4,~,o.)N D. COViNCTON iNum I '
r:
!.C .0 " s ' I O N ! ,J?,(](NV'PAf"'JV lJ Region 5 EJA Void: eel Subset: DRAlNII(;[· Su~>sct Sheets: [)j of DJ2 t 1Nurnbcr 155
LOCATION SIDE
49+50 TO 58+80 MEDIAN
PROJECT TOTALS
IS 1-1 _5 INCHES IN DEPTH
!'rint Dote: CJ/::is',/'.WlD
file l~ornc: lb04;, .1/,f Dli\!~ _
iloriz. Scolc: 1:1
MEDIAN RE AND PAVING
(GRADING SX) AGGREGATE BASE AGGREGATE BASE (PG 58-28) COURSE (CL 6) COURSE (CL 3) REMARKS
SY LF SY TON TON TON TON TON
323.0 1,867.0 104.0 206.0 57 170 463
323 1,867 104 57 170 463
Sheet Revisions i-----------------4 Colorado Department of Transportation Cornrricnts I nit.
As Constructed us 160 I us 550 MEDIAN REMOVAL AND PAVING QUANTITIES JM,3
.SSO:S Nodh Moin !\venue No i-fovisions: 9 I IO
Dec;igner _: ____ J_t,,J_B---i ------------1 Detc,iler: ,JMEl F~evised:
O FAX: 970<SB5- e:sss EJA Void:
Project No./Code Nll--lGO::i-114
H3042
!56
FXI:; I INC '.j3 ll 30" W/ DF:tlf' l!\JITT
IXiSTlNG lf w; rmrn) ll\Jt 1.
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. DITCH AND COUNTY ACC[SS FWN) PAVJI\JG JS !\JOT SIILJWN FDR CLARITY OF CONTDURS :;a: SI IC:[ f D16 F[m PCW)S :;r:cr1u1,1s
F'-05-·i< FE T .t'.\l~'H'1G W /;LL
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EXJ"; i
Dote: Cornmenb Sheet Revisions
]nit. Colorado Department of Transportation s Constructed
GttS;porj ~=---""':;;,.~ 6f$.M.fW..N• 6 f0M,''">'3¥:,,.,,c.i•I
Region 5
JclO.:'> Nor'.h i'~oin /wenue Suite ?DO
UJ SUD\ jtl:d 40 J-\X:
F~evisions: 9/10
EJA VCJid:
0
- DRAINAGE PLAN TO ST A. 46+00
us 160 STA. 35+00
Sub:;et: Drtt,Jl\!1\C[ Subset Sheets: ~)5 of D.52
CDi\lCF~ETE
l.::o" RIVrn :mcK
100' 200'
Project No./Code NH -160? 114
1604'.>
NurTiber 157
Mrf E:
LX1s·r It'>JG l.i
CUC.
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1'-IIJT, : l)f<CJTi:CT Tl.t\hJD /\f\[/\~; Wll~·:~\E c:CJNST~~UCTILJl\1 JS I\JIJT Al I uwrn AND i HAI /\!,E Af)J/1CENr !CJ CIJl•;'.;if<UC:il[N WlTII IJIU1~ICf f'l AST I I.NCI NC 1\l~D DUTI ihiiil It~ ii IF Sillf<hAW/1Trn W1hJN;EMFNT f)l/,N Hlf~ TII[ f'F;[]Jl:Cf.
f'rint Dute: 9/?iS/?Ol() File 1,Jarne: )6CJ4
I loriz. Scofe: 1 :100 Vert. Scole: 1\s Noted
f.--1-·- li.-~ Q'. XCJ "- - n . : L°; 0 )~ ;:; C:OlO',{.(J)<l (,0 LO ()
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Dote:
WO F'[lN[) II:) 2C)tc::, CF
Sheet Revisions Comments !nit.
- WUL.N~D AF,FA
Sii 160
C:) Ld ( .J LcJ l.J
,.-,---... (/)
>-() C? ·- (I) 9. \f ~v c~ l(.) <t ""' .. , N ·..:;-
"-··--' CJ ~t) ~') L tJ l\ J
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STR. \\!1\l L f-J- 0 :)- F
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Colorado Department of Transportation ~ :sso:s ~Suite
6:PAAvU~;?t;iiiA.lCN
Region 5
~lioin Avenue
~AX: 970 385-8365
EJA
15 1 WIDE
Lt..l L.J [/)
CL u er::
lLJCl ::i:3: - J <{
co 0 : f--lO C) ·!,· Ld
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f l . .d~,-.. -, [/) Cl'. ,; Cl'.
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As Constructed l~o flevisions: 9/10
Revised:
[X!ST!f\lG llc3 U 24" CfAP W/ DF<DP INLET
['J (--
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Ld ( ~ 1.() LtJN Ld C'-1 [/). J
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fLCJS-/1.K STF<. WALL.
[)'
US 160 DRAINAGE PLAN STA. 59+00 TD STA. 72+00
so· 100'
12.3 IJ W/ DRDP
SCJJL L lllll)' D SEEDUJ Tf<M
200'
Project No./Code Nfl-1G02 114
1604?
Sheet r~urT1ber 159
I I
• ~ ····· .•. ~LSON GULCH
(0 C)
I
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I
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us 160
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llUIUl"f D l!, fr i'l<lUICf.
F'rint Dote: CJ/?:l/?010 r·ile Nome: 1604 2 Horiz. Scole: 1:100
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Sheet Revisions .--.--.......-~~.;...,.;....;_;,.,.~;...;.,;.;..;;.,,.__,_ ___ -1 Colorado Department of Transportation
Dote: Cornrnents ]nil. ~S8Cl.3 Nor th Moin !wcnue Suite 200 Duror190, CD BUD! Phone: 970 jf:s:)--141:-() F/\X: 970- :sg~)-·8~SG:>
EJA
As Constructed 1\Jo F;evisions: 9/10
Void:
tn Li. () (_) C)
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I 100' 200'
Project No./Code Nfl 1CCJ2 l 14
l Nurnbcr 161
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Xi', i IhJ(; 1 ii Cl/it) \V/Df\[H) l!\H_t_ r
\/ (\f (
floriz. Scolo: 1:20 Unit I rif orrno lion
I XI'.,II,\JC GO LJ 15" UAr'
EXISTlhlG IUJW.
EXISTI,,JG :SCJ" U!P W /DfWf) lhll T
':l' !NI lf
f,UCT 2' DETP X (i" -i HICK CUNCi,i. CU:
vv /\! _ l. /\-1 ur-· 1,r\iO UF-> r:·,m1.A r.1,0 rn~ dDTH :;mes rn
HUDlilll) TYF'[ 2 CUiiU,
11: (A/ Cl 00 @ Nf f hill -i [1 r-:l. G4bS/.~)0 ~)>
- (fJUTI [ T [!\JD)
\/ /If-;
'iC:l
f'OND 1485 CF OIDD U. 64 7?.0G W/0 li_ •G4/150 ()100-8 . .:S els
I
/ cfs
"/+77, ~)l.~S 1 Li \I /\T1lJt\ic.ct)4} :). C))
lj\J[) flUF\I1CJI\JT;\L.
I _)
- TYfT 2 CUTTLf,
7f).?.6 [l[C]N ll[Jf1It'CJNT /\!. r·u'''\1 '· r) 'l)-LJS ... ·-o, ,_, r< c·_ \ 1\ l , ,<y,_
7
f')I___/\CE 1 fdvr:::\ f<CJCK l' flU CJW Il,J\/UH rn f'llND Ui' I U SUf,F /\U: & 4' WIDE
5
Pt"ZCJPCJSED UF f' AVElvlFNT
il'
- CCJf\F Df.\Il.L HDl_[ & /\DD 10 1 LCNCTH PVC f)If>t: vn ~-!?Cf~~, -
LX
Sheet Revisions Dote: Comments ]nit. -~-------+----------l
.'.o" IIUUS THfWUGH[lUT lTNGTH llf f' . CLU! i.JN fllf?[NlfD CLU\NCHT f)!UC Uf' ';H:l:/11/, N~L) Sil! CAP fNSH>t: JNLf:T DfW.!.. DIA IIDU 1ilfWlJCI! SUUD CIIF'. llElWlTN i'!F'[ !\I\)() 11'1:ET Wiil i.. \'I/ I\J[]t\) ';iif\ll\)K Cf<UUT
w
Colorado Department of Transportation As Constructed :SEl03 Nor th lvloin twsnuc No r,evisions: '?II O Suite 700 >-------------·
c3U01
Region 5 EJA \/ oir!:
POND # 1 SECTION & DETAILS
'!\' U<lJSJ[)N crnHfWL FX-i F--XTE-:ND 1[1
WIHIIN '.-'" flhJJSIIE:D Cf,AD[ (/CJ SY)
f1IPF,N'
oject No NH-1C02--114
16042
1),0 of u:s;, Shc,et Number 162
llUv1UVl EX!STJ~IG J.0/ I.I 36" Cl~I' W/flE/\DWi\U
/ (\
DsrY74" f<lf'IU\i' 11' ·11 !JCI< cJVr 1< CLA:;s '/1' urnsmr,
C[J!~Tl-1[][ CUJH XI ll EXTEND CEOTEXTll.E TO W!Tcl!N 2" rn· F 11\l]S,frD
Gf,N)[ [Jf\l /II !. SlD[ S (JF f~IPh'./\P
i)' iO' 20' !,CJ'
VY/0 JC[ iNl 1 WA!I.
· 6:,7Ul0
;:, ·36" 1,Cf'S i\ND I It ADW i\U. SEE CROSS SECT][JN SflEEI D'.12
· f)ROf>CJsrn 24" F<CP i\l\JD 'D' INtrr [JRIFICE H~ WAL.I..
SECTl[JN SIIEET D??
Region 5
. f'[JN[) ()100 EL
Us 160
As Constructed
f<cviscd:
EJA Void:
:)
Sllll. L LJN)U) /\!~[) SEEDED TF~i'.1i
iO'
POND# 2 SECTION & DETAILS
C .ASS 'll' ERDSIDI-J CCJNTWJL t:XHI-ID
H\JiSHlD (10tl SY)
PUND r:JM SLCJF>[S f."f\UM ·657700@ N[.lND TD
H. G'.:l2Ul0 @ S.W (!llnt r·1.JD
Project No./Code NfH607·i14
163
20'
1/ U 24" CMI' i\ND l-T WlTH
w;o rnw 1cE su c1mss SicCTill!,
SllfT I ll:C,4
p
Sheet Revisions Corr1rncn ts
656
1nit. Colorado Department of Transportation
Moin tw onuo
u,x: 9 /()
EJA
160
As Constructed No Revisions: 9/ IO
\I oid:
Qwc:~5.6 cfs 0100 ,11.3 c fs
,'[lNll [lflT T CJM SUJP[ S f f<(lt11 .0 @ NE. (Uf'Sii·,l:i-\t~) FND
W (ClUTU T) U,D
POND# 3 CTION & DETAILS
Project No./Code NH-160;> 114
164
[X!STH'1G 24" CMf' W/Df,CJF' !NlU
us 160
lfflvi[JV[ EXISTING-,, 74" r·r::; 1\NU ADD
1.\ lf ? " C!vll'
~~
10' 20'
int Doll,: 9/7.1/2010 NcHnc: lGCl!; 7 _[)l)'.)()4
Horiz. Scoic: 1:20
!,()'
Pf\CJf>[JS[D :\G" F,CP
f>f,CWUSED 24" CMf' EES AND wr:rn STfWCTUf,r: SF DETAIL SHfTT DJS AND Cf?USS S[CT1DN S!-!FET D2,J
Sheet Revisions Dote: Cornrncnts lnit.
PfWPCJSrn 36" RCP W!U)L HT CfWSS!t,G
CUL.V[F,T
Region 5 EJA
us 160
Q10••4.1 cfs Qioo•-9.5 cfs
As Constructed No r,evisions: 9 /IO
Revised:
Void:
v /\f\
9'
GRNY:
7' T!ilC!< PiF'R1\P
PUND BOTTUM Sl FROM ·G'.)77 () c.P l,c: (I1'1l_[T) U'1D
i II ··G51G 6 C0 W. (DUTL [T) IND
POND# 4 SECTION & DETAILS
Project No./Code 1'1!H6Cl7 114
16()42
t i'lu•nber 165
PROPOSED RAMP A PfWF'DS[D 24" RCF'
r)f~CHJCJ:;cD ?~c 11 F~Cf) /\!\JD i 'tT'f It~LL f W/:S'-' W/0 [);\If~ 1CF
lN f't\fJNT (JF W!\l l Cf\[)'.,S Tlrn, S!lfTT D29
O' lC)' 20' 40'
Sheet Revisions
f)CJI\JD #S 9;7 ct-01o;J 6628. WO fl. £362/.'J/
\V/0 I~~V.
Colorado Department of Transportation ) () T ~\8CU Nor lh fk.iin 1\venue
[JA
\\! i\l L P ·O:i··AI<
'D20
Str. No. P-05-V
PfWf'[J:;f D Cf\ADt ·
As Constructed ~Jo F\evislons: 9 I\ 0
F<cvised:
Vuid:
POND# 5 S[CTION & DETAILS
f")[)ND TDM SLClPES FT([.11/. U G:i7'G.OCJ @ lJf>STffrNvi SW,:S l U E-! .~ G::-)2::1.9 0} DUTLE-i
! Xl'.;TJl,JC Gf<Nlt
Project No./Code
[J
t
(7.) :56" F?Cf' EXT[!\JU 6 11 E~EYCJh!D !llJTTCJi,~ WAU. FACE
/\CE CJF' P 05 L f?ETArnlNG WAU_
I SHEU F'IU: CUf'lNC
[)'.-,0 " Plf'flAf'
DUTl ,R Lliffl llf- f\if'l?Af' PU'< ll[l[)K 4 W /\l.L /1
M/\ICi i f,f STlmU) fX!Sl ING CfU1Dr.
1 (' ('\ j O )
IhJC
IN /1DDiiEJi~ ill WNl.
SI/\~) f'.)
s Illf\J u is :,Cfll I: .. : 1"
1u,rcH r,Fsnmrn EXISTING GfU1D[
[l_ 0 6'.)02.5:f
f'fWPrJSED fW'l:U1P Ir~ -ADD!l[Ji~ HJ WAI_L
SI T 71 fW'RN'
3'
TDP rn· 1c;;!f'PAf'
IGEYOND
I -10'
GROUT 15' Rlf'RAf'
fL05 L REI lllNING WALL
F'RDF'OS[D Gi?ADE
(7.) 36" F?Cf'
FW'f".N' F>r:F, WALL SHEET 71
- SI lfT i PILE PU, bllUK ~. WAU SilU:T 61 crn,srnucT TDP CJF cr11'1t,c
E'I .. <3:i05 9 @ f'JPE CJUTU Sl1N)E TOI' DF CCJf-'INC HJ IM1iCH TUf' [JF i([i'f,llf> lf\UUG'-1 [JUTl_f T F'fW iTCTICJN /11,lA.
N
5" UUJCK @ END -[Jf f'If'E flli\ IIAf'fWVED
i!YDfU1lJ! C/\f'/\C:i-, Y
Cf)
I I - /\[, \I I r 1 /\) 1\;
12"
1
r-- l_N[) LJI-
HEADW AL l_ f0 U, ST /\t~DARD f'l_AN NCJ. tvl-601-12
c3
Sheet Revisions As Constructed MISCELLANEOUS DRAINAGE DETAILS
Project No./Code Colorado Depor trnent of Tronspor totion Comments ]nit.
------ --------------------------+---------------1 No Revisions: 9 /IO ~ .. 'ISCL\ hlor· lr1 Moin /wenue
~~ f<cvise:d: 1604 2 uYfiMll'b.f 6,. f"N,'.Yt.?fo,b.;;1
Region 5 EJA \/ oid: Sheet Humber 167
IV/ fU.1P· [ll;\NKf T
C;[J~JCf\f---rf·- l_Ii\JLD !TCfl f·)Et\ ST/\ND/\RD Pl AN M-203
LXCE<~)·r SllU\VN. ~;r lCJ\V!\i.
?' 13' Tll 16'
[JVfR ClJMPACTU) Gf!Al~UL/\!,
us 160 c; TA !) 7+A O !Tl ST/\. 4 6+DO
1'.i' HJ 17'
?!\"
'.
1!\l_ T tv\Il l lNGs'' ,, ,
COl~CRETE I JNED DITCH f'EF< STANDARD PLAN M-2D3-2
EXCEPT AS OTHERWISE SHUWN. 4" EXCfcPT AS UIHUmISE SHUWN.
41 . .311
I t
UVEF: Cf)lilP!,C-:-f·~D Cf?i1V\JUL .. /\I\ L()
US H30 c; i /\. S C) Tll s /\. ) /
1,J[J-f LS: 1. 111/\K[ SM[]lJ1 I! f IU1NSI T IlJl~S Fl[ TWE:TN
IDN TYF)[S DVf·J< /\ ~,1TNH,,Jl.H/i rJF 10 1•
). CCJw;nwcr ClJT[fr WNI', @ Uf0 ST!,E:/11~ ,f\t,Jf) DDWNSTf\F/\tA [t\JD~; UF C[H~Cf\t -r E l)l ICI I l.ll~IhlG Al~D Dso 'J" i(lilfU1I',
lICf< DUWl"'!S1 [i\!D.
SL~t'D or; t.:Fi:[)SICJhJ
5805 f,Jor th Moin /\venue :~uitc 200
cu 81101 O F /\X: 9 70 <')85· fL3S:::>
Region 5 EJA F~cvised:
Void:
Jt,'-6" HJ 17'
' CDl,lP /\CTrn ASP HAL. T fMLUNGS',. uvrn CDlvlPI\CTrn Gf,/\NUL/\R SUBGRN)E
us (50 ST/\. :S8+75 Cl ST/\. !)7HO
. '.
\ [X 1ST!NG RCJAD ;U;,;~;
ST/\.
MISCELLANEOUS DRAINAGE DETAILS Project No./Code
NfH602 114
16()L2
t i~lHT1hcr 168
(()
STA. 8+5:S,5El.6'LT .I.. .D.Yi. + b"
f'LACF: 20 GAG[ GAL.V SH[tT MfTAl BOND ElF-?[/1K MAITR!Al. (TYP) t3UWETN T.Cl.W /1ND MClDIF ![[) CURB & GUTT ·r-? TYF'[ 2
M(JDIF ILD CUF\tl AND GUTTER TYF'E: 2
l' WID[ X :S.5' LClt~G T[J[ WAl.l .. rxTrnD 2' HEU]W LlUTTllM CJF tvl[lDFlf D ClJf<fl /1ND GUTH!-?
P/\Vl\lC
GLJNWF<!1li f't fl flll[)!< 4 USJCO !'IN, SiiFlf
® X.X TCJP lJF t'!NJr,JG [:V/i.Tlrn~
DIA
, IDTH U/
fTS
lfi[) Pl /11~ SI IU. T YJ
5'
17.SX
:, C I [ H\J
r) I If\ i [1 [ 1 \U 1\1 I \ \ .J I \1 . / . J V V I , STl·~lJ
l'U, f 11!~[)!\fW f'l AN Nfl. M E309 EXUY i 1\S !JTH[ f'(\/IIS[ SiiCJWhl
1 r., \ /
Tl' r) I ) I\
Sheet Revisions Doto: Cornrnents
, 11 'I \)02 jl)
!nil.
V/IOTH D/S
10'-> i s;o i) II ]'>'i > ()0 !\ 0 IS ' lS.O
12 11 ! l 2 ()0 ;,;,;
! ' I ')(_) ) ' 10 ! 0 'i I so I '
r ~ r ) r ~ /\f) /\I ) ~~ /\ ,· I
Colorado Deportment of Transportation
Region 5
~580~3 t,Jor th Moin Avenue Suite 200
CCJ O F/\X: 97~)
EJA
\
TOW 0·8S.OO
OUTSID[ FDG[ ur· US 160 SHDUI
scwrn
TYfO[ 7 CDNCRl:TE BARR![R PER BDDK 4 PLAN SHEU 31
TYf:>E 2 CUTER PU< f3[J[)K 4 PLAN SH[[T 31
" X.X TOP OF f'AVING ELEVATlllN
CDNSTf!UCT [3UTH u:cs CJF WALL Pm STN,DARD nN, No. tvl·60i 20 WITH DIMENSHJNS AND RUNHJRCING crnm[Sf>[JNDING TD h=S'. CDNSTFWCT T[Jf' CJF f[JUNDATI[]N AT ELEV AT lCJN E35 79.50 AND T[JF) LJF WALL P[R f'LAN. fcEF,F[]F'(C[ NWUND 18" DJP f'[N[rnATIOf\l P[R ST ANDN\D f'LAI~ lkEiOJ .. 10. [ND rn WAL.L SHAL.L CCJl"FOF\tvl HJ TH[ Clll~HJURS DF THE TYf)[ 7 l3i\f\RlUl !If IN ,TRS[CTICH" WlTII THE HARRffR.
SCALE: J", 5'
[i" TfllC!< crn,cr,t: APRCJN W/liti f)/,J,'.; <'.v 1' o" [JC LW
f/d50l 20
As Constructed Project No./Code MISCELLANEOUS DRAINAGE DETAILS
f\lo i'?cvisions: 9 I IO
Revi:seci:
Void: :~hee t ::':~ubsc t: D, Sheet
R OOUGL FRAME CIV\TE AN[) CUi,i:l ilUX
)NI f RA~1E ON mu T UlJX.
INLET BOX DIMENSIONS r nr~ Sf Al~DAFW
NCJ. fk 604 LI FXCEf'T AS IADDffirn EJY TIIIS DI 1/\ll ..
II\JG/ f''f\lJf-il 1~:;r·D CUf\U F!,CE
f-.XIS-1 lNC/ PF:lJi)USLD m CUI I
(' ) I /
CURB FACE AN[) GUTTFR TD W\TCI I EX!ST!i\lC
/ · 1\SViiN. T f'AVlNC L...../..-,rr;r-h
l · 8" MIN. (TYf).)
[lr\J [) D
[)~ STA ,:,21:Sl, 2.5' LI
I -,
)
J ~~ f\J I
EXISTING/PROPOSED U)G[ m· CUTTrn
f Cc:) 4
r I
,,
·\ /],. ') / .
· i"EU"Ni F,<S29'.>-2 DOUBLE ERAME CRATE 1\i\lD CUf\13 BUX. CUHf:R ElCJX Di~ INLET [3CJX
INLET NLJITS: 1. N)l) U<hlCTH Al~D NUHmJ< IW REINFORCEHENT BARS AS REQUIRED DUE TO NON-STANDARD l.ENCTH. BAR sP11CINC Al,D sin: HJ HF crn~srsnxr WITH STAND/1RD PLN'1 l~Ll. H-604 1:s. ;;>, TDP OF H,LET flCJX Al"D Cf,AH SHALL W1T CH NDF,MN_ DES l CN CFV1D[ [JF !'/1\/i.lvHNT /1T Al~D OUTSIDE OF FDCE OF CUTTER 3. f,E:!Ml\/l 1\i\lD i<> f'I ;\CE f XlS i ING CUl<R A~JD lv',/\TCH EXiSTH~C ii[)Rl7[1NTN DIMH,Sl[JNS N,D l\L.ICI\JM[NTS. L [NCTHS /\ND VFf(TlC/\L 1·F\/\l\)SlTIIJl\lS /\S FlJLLU\VS. L::Al!\JT1\II\J il,Jl,i7UNTN. N,D VfJnICAl. AT EDGE llf CUT
/\. 't6 L.F ~·li1i\1. -ri-<J\1\JSrrHJN fR[J/)i ~~XiSTII\JC
C1) !NU.T. U. c3 L.F L11li\l. Tt?J\NSITff)h.J F PfliA
2" GUTTU, INUT HJ
f?t~OUlr<LD.
\//1N[ CfV\H:S & :SG" rnN"1E P[F< STD. Pl.Al" tv1 ·G04 2'.:, C/,ST INHl Af'PRD!1CII Sl.A[l
20 GAG[ Ci\l .. V Sr!EET 1"1ET i\l.
f3llND EmE:AK Mi\TU<!I\L (TYf')
hJ[JTLS:
co
/)
/)
/)
6
:12"
,.,,.- -- ...... / ' / ' I \
I I I ) I
'---CJ. .. A-~~
l. TCJP CF<NX: SHALL W\TCH H!Jf<MAL TOP m· PAVEMENT GRADE ON ALF SID[S.
DF C?!,ff SHIIL.l. B[ f'IIRAU .. U ..
/)' /)
6 6 6 ·
\ -20 GAGE Gi\L.V. SH[ET tvlU Al. f3llND f3RE AK IAAfff<IN. (TYP)
- 3211x:)511 I.D.
APf)fWACH SL./18 r,ffrn ·r o f<AMP A OVER 160 SH ff T f3 ;79
CDi\lCf<U[ ll"!Ef fl[JX PER STD. PLAhJ !"ll IA 604-4:)
Ll N,D 1/2" F h:UtA f3f\JDG[ CUfW F NT r:XCtf'T i\S r&lDIFir::D CY THIS DE:TAll.
H[ GF1\H. DfTl,ING iN Hlf /lf)f'f,[JACH SLAB HAU. LlF cm ru,rn cm THE !NI [ f.3DX.
T I
1/\. / I 99, G2.l'
V f) I(' I I I / w ;\
r F'[F)F /\!-.JD FW) rnr· /1TWNT i'U< Si f,UCTIJfff :;tCl!llt,J SlllTTS
SUi<F /\CL
WO UiW !Cl Ci.NI !Rf D AIIY [IN !1,UI
. l)f f, c;·r fWC1 Uf-1[ ums:; SlClJrlN SIIUT';
f YPE C lJF, D U,ltl i'[F, S!N~D/\fW PIA~I t,JU'.,. M GCJ/f l Cl N,D IA C04 11
U /\l l TY I) 1~[) [HJII f I ) j /\1\J [)
V/1 I rnv1 - 7CJ.,3
[l(JW
I_) C) c()
!-I
1-
~
,,
0
CLJf\JCf~f .T
,.,
c {' I ) . ~)
&·· ~
,., ,,
t,
0 " 6
Sheet Revisions --------------- Colorado Deportment of Transportation Doto: Cornrnrnts ]nit.
EJA
)CJ.Cl'
As Constructed No f<evisions: 9/ IO
f?evised:
\I oid:
S I /\ t) /
lLD CfV\UL
fdr Nf DflCE '//ITH i/4 UAf6 tv 12" [1/C [/W @ f:ACH F /1CF. AI.L. f<F If,JFDr~CDAE:NT ElARS SI 11\U H!,V[ A MH,. 2" CLE:1\f\Ah!C[.
w
Project No./Code MISCELLANEOUS DRAINAGE DETAILS 1------------1
NH-1C02 ·!\If
FO
6490
C460 I ()
go
70
60
40 i
lil() 1b0
ST A. 36+35, 93.2' LT. 4' DIA MANHOLE RIM ELEV"'6472.84 24" !NV IN"'6468.10 EX 30" INV JN"'6468.00 EX 30" INV OUT"'6468.00
\ \
I ?O
HGL
\ __ EXISTING 60 LF 15" CMP
· 140
I 1,0
ST A. 37+82, 93.0' LT. TYPE 'C' INLET GRATE"'6475.38 INV OUT"'6472.13 Qlll"4.0 cfs Qioo,,,17 .60 cfs
MIN. EL,,,6476.5
132 LF 24" RCP @ S=2.99%
\_ ELEVATION
I GO
I El()
CULVERT PROFILE
I 100
US 160 - STA.36+35 TD 37+82
TO BE DETERMINED I I
120 140
EXISTING: NONE REQ'D: INST AU TYPE 'C' INLET U/S. PLACE 132 LF 24" RCP. BUILD 4' DIA. MH ON EXISTING 30" CMP.
5' . 6490
6470
6460
SECTION A-A SCALE: \"a!Q'
41 THICK Dso=24" RIPRAP OVER CLASS 'A' EROSION CONTROL GEDTEXTILE EXTEND GEOTEXTILE . TO WITHIN 2" OF FINISHED GRADE
ST A. 36+35, 93.2' LT 4' DIA MANHOLE RIPRAP STILLING SASIN
I
I EXISTING _J DROP INLET
l?O
ex. rmw
I I
I
I · 100
RIM ELEV"'6472.84 SCALE: 1""10' (MATCH EXISTING/PROPOSED) r PAVEMENT ELEV 24" INV IN"'6468.10 EX 30" INV IN"'6468.00 EX 30" INV OUT=6468.00
t:XISTING INLET 1,R ATI°, sU:V =f;d 7\ 77 ;,011 INV IN~6467 .02 :16" INV OUT "'6466.85
1
I .1.,
PROPOSED GRADE
POND #1
~~ SHE=E~T.,;;.;c.,~~~~~~~~~~~~~--~~-L-----~-~--~~l
\ -------,-- ----\_ -\·· ·---'\ EXISTING
\__ 53 LF 30 11 CMP @ S=2.92i.
I 60
CONSTRUCT 6" PVC PIPE
W/ 3" ORIFICE INV~ 6468.83 \__ Qiir-17.2 cfs
i ·40
Q100"'46.0 cfs
i 20 ()
7
I 20
SKEW: 83° LT. FWD
As Constructed No Flevisions: 9/ IO
f,ovised:
Region 5 EJA Void:
i 40
EXISTING: SEE SECTION
i f30
REQ'D: CONSTRUCT 4' DIA MANHOLE ON EXISTING 30" CMP CORE DRILL 3" DIA. ORIFICE INTO EXISTING INLET. SEE POND #1 SHEET 010. REMOVE 12 LF EXISTING 36" CMP @ OUTt.ET END. CONSTRUCT RIPRAP OUTLET PROTECTION.SEE DETAIL ON THIS SHEET.
80 48 CY 050"'2 4" RIPRAP MIN. 4' THICK OVER 68 SY CLASS 'A' EROSION CONTROL GEOTEXTILE
SCALE: HDRZ. 1 "=20' VERT. 1 "~20'
FX. f~DW
~ __ /LI
STRUCTURE CROSS SECTIONS US 160 - DRAINAGE
Project No./Code NIHG02-114
[ VN.DEZ 16042 Detoiicr: K. HILL. c;hce\ Subset: Df<l\lNAC[ Subset Sheet.s: Dl9 of D32
6'..i20
G'.,10
C'.iOO
Gt\90
G1\flO -1
[_)l;f>()
[i',l()
(3 ~) () ()
,so
/() .
1-j I I
!GD
PROPOSED GRADE
I ·580
l'!O
I /0
Vert. Scule: 1" 0·20'
I l :so
151 LF 18" RCP @ s~3.77%
I 120 -·110
STA. 39+48, 62' LT. DIP JNV=6480.25
REFER TO SHEET D17 FDR WALL AND CONCRETE
APRON DETAIL
,.:;co I
·340
lDO ·9()
**ST A. 42+15, 49' LT. 4' DIA MANHOLE
RIM ELEV=649l.90 INV IN 6487.50
INV DUT=6487.40
I ·30
I 70
I bO
CUL VERT FLOV\l I NE Pf'\OF I LE US 160 - STA.39+48
CONTINUED
! -"iO
PROPOSED GRADE
I 3:so
108 LF CLASS 350 18" DIP @
HGL
1.0' CLEARANCE (T.O.P. TO BARRIER)
I I I <SID :suo
I 790 ;mo 770
CUL VERT FLOV\l I t\JE PROF I LE US 160 - STA.39+48
5
6'.i20
*STA. 42+31, 2SLT. COMBINATION INLET GRATE @ F.L. =6491.40 INV OUT=6488.00
. 6'.o 1 o
I :so
I "·2CO
DETAIL SHEET D18 cfs cfs ·
46 LF 18" RCP S=l.10%
I -10
I 0
EXISTING: NONE
6480
6470
6460 10
REQ'D: CONSTRUCT HEADWALL, W!NGWALL AND APRON PAVING, 108 LF 18" DIP, 197 LF 18" RCP, 2-4'D!A. MANHOLES ANO !-COMBINATION INLET.
ST A 4o+fi01 49' LT. 4' DIA MANHOLE RIM ELEV~6485.30 INV INm6481.60 INV OUT=6480.80
PROPOSED GRADE
I --240
1.5' CLEARANCE (T.D.P. TD BARRIER)
10
As Constructed i\Jo F~evisions: 9/ IO
f~cvisccJ:
EJA Void:
~ * VERIFY PROPOSED GRATE ELEVATION BASED ON ADJACENT EXISTING/PROPOSED
LIP OF GUTTER ELEVATION PRIOR TO INLET CONSTRUCTION. PROPOSED GRATE @ F .L. SHOULD BE 2" BELOW ADJACENT EXISTING/PROPOSED LIP OF GUTTER.
* * ROTATE MANHOLE TOP TD AVOID CONFLICT WITH TYPE 2 GUTTER.
I ·?CJD
I --190
I ··18()
I 170
wl G'.iOO
~I
/0
64GO
160
SCALE: HORZ. 1 "=20' VERT. 1 "=20'
STRUCTURE CROSS SECTIONS US 160 - DRAINAGE
1()042
t I\Jurnber 172
int Dote: 9/?V?DlO
File r~ornu: 1G04? XD20:5. Horiz. Scole: 1:20
Unit Inforr11otion
6530
Ei520
6500
G490
c-;:.)10
fi480
64/0
b·Hill I co
US 160 CL 6530
TRIM & PLUG PIPE
~ :t-lSIDE WALL FACE
~', STR. WALL LPROPOSED GRl>DE
Ll / r~---P--O=S=-AJ~~~::-==~~ EXJST!NG
6:i20
. 6 :i 10
/ \ 57 LF 18" CMP
--- / \/ / / L APPROX. BOTTOM OF WALL
-- EXISTING GRMI:
6500
I
80 I
GO
r STA. 42+39, 52.2'LT
TYPE '13' INLET
I. GRATE"'6492.47 18" INV OUT~6489.41
/ Qm9J.80 els
'"{' '" I
Dute:
~-EX INV~ 6488.94
I -)()
Sheet Revisions CornrT1cn ts
I -!JO
I 20
SKEW: 89° LT. FWD
PROPOSED GRl>DE
EXISTING 102 LF 18" CMP ® s~14.52%
I ()
_/
SKEW: 89° LT. FWD
I ?Cl
,- 6490
0
EXISTING: 18"X57' CMP REQ'O: REMOVE INLET SHORTEN OUTLET END OF EXISTING CMP TO ELIMINATE CONFLICT WITH WALL, AND PLUG AND FILL CMP WITH FLOW FILL
EXISTING GRl>DE
/"""
I !\()
lrii t. Colorado Department of Trnnsportation -··--··-------·---·---ll-------------l ~·sso.3 Nor th Moin /\venue
(3()
6500
6490
. 6/\80
64/0
EXISTING: 102 LF 18" CMP REQ'D: INST ALL TYPE '13' INLET PLACE 10 LF 18" CMP LT, CONNECT TO EXISTING PIPE.
As Constructed No F~evisions: 9 I IO
Revised:
Void:
SCALE: HORZ. 1 "~20' VERT. 1 "=20'
STRUCTURE CROSS SECTIONS US 160 - DRAINAGE
Sub:::et Sheets: D21 of D52
Project No./Code Nfl-1602-114
1604?
Sheet Nurriber 173
10
b:)()0
i"ririt Dote: 9/;> ~'!le hJorne: lC04 2.
lloriz. Scule: \:70
GROUTED R!PRAP
6540 .. EXISTING GRADE
6:il O
GRADE
65tl0 W/QJ POND #2 i.
EE I SHEET DIO. ' l I [ 6530
ILE TD 5
6'.i70
. 6:i l Cl
1
EXISTING: NONE REQ'D: PLACE 36"x24"x36" WYE CONNECTION TO 36" RCP W/ 43 LF 24" RCP & INLET TYPE 'D' W/ 3" ORIFICE U/S
DETAIL ON SHEET 015
DITIONAL ANO \¥ ALL REVETMEN1 .. !
-EXISTING GRADE HEADWALL PER
STR. WALL STA. 51+44, 43.3 -···co-·-···-·
P-05~-L:__ __ ... ,l~~~~~~=--~--~----·--·-1 INV~ 5506.00 STA.5l+o8,56.7 LT.& STA 5H-03, 66.8 LT.
~·------.... - APPROXOX!MATE BOTTOM OF WALL
RIPRAP WALL
I 80
REVETMENT PER SHEET 75
I I -60 ·40
56 CY 050""24" RIPRAP ANO 40 SY CLASS 'A' EROSION CONTROL GEOTEXTILE IN ADDITION TO RlPR/\P WALL REVETMENT SEE DETAIL ON SHEET 015
\
\_ (2) 137 LF 36" RCP @ S=ll.44%
I
70 0
SKEW: 72° RT FWD
Region 5
I 70
INV IN=6521.54 ST A. 51+45, 62. 7' RT. & ST A. 51+49, 61.6' RT, Q11X'f"'128.9 cfs 010'<40.3 cfs
74 CY 050""24" RIPRAP OVER 118 SY CLASS 'A' EROSION CONTROL GEOTEXTJLE SEE SHEET Dll FOR LIMITS
I Cl
EJA
ST A. 51+26, 50' LT. V/>NE GRATE INLET GRATE=6518.20 INV OUT=6513.5D Q10"'5.37 els Q100"'5.77 cfs 6530 ..
STA. 51+47, 50' LT. V />NE GRATE INLET GRATE=6519.37 INV OUT=6514.53 Q10"'3.52 els Q100"'3.70 els
5530
6520
EXISTING GRADE
I 60
1.3'.iOO --10 0
1
I 80
EXISTING: 36"XID7' CMP REQ'D: REMOVE EXISTING FES LT, 107 LF 36" CMP, & HEADWALL RT. PLACE (2) 137 LF 36" RCP W/ WALL PENETRATION LT. & HEADWALL RT., 36"X24"X36" TEE & 36"X24"X36" WYE, AND RIPRAP INLET & OUTLET PROTECTION
10
.... 6540
6530
_ 6520
6'.'iOO
6490 I
1 DO
i I 6500
ILE TO 51
EXISTING: NONE REQ'D: PLACE 36"x24"x36" TEE CONNECTION TO 35" RCP W/ 6 LF 24" RCP W/ VANE GRATE INLET & 18 LF 24" RCP W / V />NE GRATE INLET
SCALE: HORZ. 1 "=20' VERT. 1 "~20'
As Constructed STRUCTURE CROSS SECTIONS US 160 - DRAINAGE
NH 160?-114
f?evise<J: E.VN .. DEZ 16047 !"---··-·-··-·-.... ---·-·-·-··---·-----···! Detuiler: D. ClJVIl~CT[)N
1--···--····----·~------·-+··"-·---.. ...L .. ,, ____ ·-·-··--·----1 \/Did: Sheet 174
[)550
6:i?Cl
6510
b'.,00
10
f'rint Dote: 9/2:5/2010
i 80
STR. WALL P-05-L
STR. WALL fl-05-L
EU
1 6'.o50
GRADE 6540
/ / ~EXISTING
65:so
/ /
I
50
EXISTING GRADE ~ APPROXIMATE
BOTTOM OF WALL
I · 4 Cl
EXISTING GRADE
APPROXIMATE BOTTOM OF WALL
WALL REVETMENT RIPRAP PER SHEET 75
i · GO
Sheet Revisions Dote: Comments
i ;?()
20
47 LF 18" CMP
SKEW: 88° LT. FWD
0
C)
65/0
6510
EXISTING: 4 7 LF 1811 CMP REQ'D: REMOVE INLET AND PLUG EXISTING 18" CMP AND FILL WITH FLOWF!LL.
G:)20
10
EXISTING: 45 LF 18 11 CMP REQ'D: REMOVE INLET AND PLUG EXISTING 18" CMP
G 4 9 0 AND FILL WITH FLOWFILL.
Region 5
65CO
STR. WALL P--05-L
PROPOSED
1 b'.i6Cl
6550
\ 6540
EXISTING GRADE os:so BOTTOM OF WALL
\___ EXISTING 45 LF 18" CMP
,/ /
)()
EW
As Constructed No r,evisions: 9 /IO
f'\cvi:;ed:
EJA Void:
SKEW: 88° LT. FWD
I 20
f352Cl
1 · 6510
0
EXISTING: 45 LF 18" CMP REQ'D: REMOVE INLET AND PLUG EXISTING 18" CMP AND FILL WITH FLOWFILL.
SCALE: HORZ. 1 "=20' VERT. 1 11 ~20 1
STRUCTURE CROSS SECTIONS US 160 - DRAINAGE
E:. VN.DEZ D. CUVINGrni'>J
t: DF'./'JhiJ\CF Subset Sheets: [)?j of Dj2.
Project No./Code f~H 1602 114
lf3042
Shed Number 175
1! CY RIPRAP (Dso=!8") 12' LONG X 8' WIDE 3' THICK OVER 30 SY CLASS I A' EROSION CONTROL GEOTEXTILE
5500
5'.iCJO
C::,80
GS/CJ
EX. l,OW I
ilO
STR. WALL f3'.il30 . P-05-L
i fl()
I ' !,()
EX JNy.,. . 6544.73
PROPOSED
PROPOSED GRADE
5 LF 24" CMP @ 5"'3.50%
APPROXIMATE BOTTOM OF WALL
I
\
US 160 CL
/ EXISTING GRADE
i
\ EXISTING '--- 118 LF 24 CMP
@ S=5.64 I I 20 CJ
SKEW: 87° LT. FWD
I EXISTING I l!O LF 24" CMP I @ 5=3.50% I
I 20 CJ
STA. 67+99, 62.l' RT. 3" ORIFICE INV. OUT ~ 6576.60
PROPOSED 16 LF 24" CMP @ S=l.94%
I ?()
9 CY RIPRAP (D5o=12") 10' WIDE X 12' LONG 2' THICK OVER 23 SY CLASS 'A' EROSION CONTROL GEOTEXTJLE
ST A. 60+12, 66.6' RT. INLET TYPE 'C'
EXISTING GRADE W/ 3" ORIFICE GRATE=6552.43 INV OUT =6549.!4
GGOO
_ 5580
EL= 6578.30
G'.'>10 ST A.67+92, 58.9' RT. INV IN=65 76.4 Oto=4.l cfs Otoo=9.5 cfs G SG Cl
i I GO
EXISTING: 118 LF 24" CMP REQ'D: REMOVE EXISTING 24" FES RT. EXTEND 24" CMP 16 LF W/ NEW FES. BUILD WEIR STRUCTURE AND RIPRAP EROSION PROTECTION
POND #3 SEE SHEET Dll 100 YR EL=6553.00 WQ EL ;6552.43 Q11r"5.5 cfs
·11.3 cfs. / /
80
5:)50
EXINV=~--6548.51
PROPOSED 17 LF 24" CMP 3" ORIFICE _/ @ 5=3.50% INV= 6550.40
20 1io I
2
bO i
fl()
EXISTING: 110 LF 24" CMP REQ'D: EXTEND EXISTING CMP LT. REMOVE EXISTING DROP INLET RT. CONNECT 17 LF 24" CMP RT. WI TYPE 'C' INLET CONNECT 5 LF 24" CMP W/ WALL PENETRATION LT. AND RJPRAf' OUTLET PROTECTION.
Sheet Revisions 1---D-C1-tc-_.: _____ C_o_rn_r_n(-~r..;.1t..;.s;;...;..;..;;.......,._l_ni-t.~ Colorado Department of Transportation As Construct
SCALE: HORZ. 1 "~20' VERT. 1 "~20'
Vert. Sco!e: /\~; Noted rkr)()' 7'1 3803 ,~odh i~oin /wen,,e ~- , Suite 200
~io Pcvi;;ions:
STRUCTURE CROSS SECTIONS US 160 - DRAINAGE
------~-- £31501 ~-·---...... - .... - ...... +--......... - .... __ ........... ________ .. __ .. -l,.. .. ---·---..J fZ.,Tti::;i#<ttf;~ ~SB~)--lt; 40 F./\X: 9/D· ,·sb:S- G56;_-) i?eviscd: . VAU)[Z
Region 5 EJA Void: of [)32
Project No./Code NH 1C02 114
1C042
176
GG30
I I
GG20 I EXISTING GRADE
I PROPOSED SLOPE Glo 10 I
I GGOO
I ----I .--1\- - -I ----- \ r -- __- . ..- \_ 166 LF 36" RCP
6:SElCJ .1
@ S~l9.59%
10 _
b~)\)0 _
I I I l
I
I \6()
STA. 68+34, 67.~ RT. C:inll INV"'6572.74
b:i/0
b'ibO I l ()() eo
I 700
(RAMP 'A' - ST A.312+46) SKEW: 78° RT FWD
HE/>DWALL - CROSS SECTION PER STD. PLAN M-601-12 SEE LAYOUT DETAIL UN THIS SHEET
9.0 CY RIPRAP (Dso*12") 12' WIDE X 10' LONG 2' THICK OVER 24 SY CLASS 'A' EROSION CONTROL GEOTEXTILE SEE DETAIL UN THIS SHEET
I I [3 () . !) ()
PROPOSED GRADE @ RAMP 'A'
I 220
ST A. 69+46, 255.9' RT. INV"'6608.00
I 240
EXISTING: NONE
2GO I
/dO
REQ'D: CONNECT TO 6' MH, PLACE 158 LF 36" RCP W/ FES RT.FOR CONTINUATION SEE CROSS SECTION THIS SHEET.
I I
,-- EXISTING GRADE I I us 160 I I I -r HGL --1-----·-
I 70
1 I I I 0
\ L 165 LF 36" RCP @ Sw0.70%
I 20
SKEW: 51° Rf. l"WD
I ti()
rint Dole: 9/2:1/701[) Sheet Revisions File t~ornc: 15042 _XD20
-~--~----··----·-···--····---·~ Dote: Cornrnents lnit. i-loriz. Scole: 1:2() Vert. Scola: /\s N~)toci
Region 5
\ RIPRAP LINED SW ALE SEE SECTION @ RIGHT
\._ 98 CY RIPRAP Dw=18" 3' THICK OVER 155 SY CLASS 'A' EROSION CONTROL GEOTEXTILE
I :1 l O
STA. 6fH-14, 80.5' RT. 6' DIA MM-lHOLE RIM ELEV"'6584.50 INV IN"'6574.00 INV OUT "'6573.90
POND #4
cc:so ST A. 6fH-10, 316' RT.
.. GG20
.. GG l O
. GGOO
G5El0
GS 70
r·~ 6:Jso )20
PROPOSED SLOPE
\ L-- .. :--
14' 4' 6' 4'
RIPRAP LINED SWALE SCALE: 111010'
7'
6'
12'
r· 6610
//1
I _-j
6GOO
..--- ...---: " I
------: L C 500 I
\_ 166 LF 36" RCP @ S=l9.6%
._I I I
657()
50
EJA
EXISTING: NONE
I El()
I 100
REQ'D: INST ALL HEADWALL LT, PLACE 165 LF 36" RCP, BUILD 6' DIA MH. CONNECT 166 LF 36" RCP W/ FES RT. FUR CONTINUATION SEE RAMP 'A' CROSS SECTION THIS SHEET.
I 120
[. ti5GD
\ 40
SCALE: HORZ. 1 "~20' VERT. 1 "=20'
As Constructed No F<evisions: 9 I IO
STRUCTURE CROSS SECTIONS US 160 - DRAINAGE
F~cvised:
\I oicl:
Dw=18" 3' THICK RIPR1\P OVER CLASS 'A' EROSION CONTROL GEOTEXTILE
Dw=l2" RIPRAP
Project No./Code NH lb02·li4
][i()!)2
t i\Jurnber 177
6(320
6610
(3500
I._ G'.ibO I
I fi'.i/0 I
l 00
G(i SO
1 C) ~
(i'.iilO
I )C)C)
ST A. 312+89, 59.1' LT. SOIL ELEVw 6605.00 36" RCP INV~ 6604.50
PROPOSED SLOPE
I .CJ()
RD\V
! GO
STA. 68+75, 69.4' LT. SOIL ELEV~ 6576.80 36" RCP INV~ 6576.30
I co
I --40
I
I ·;;'0
SKEW: 73° RT FWD
f- EXISTING GRADE
I l
C)
147 LF 36" RCP @ s~o.107.
I ?O
1
I 0
0
PROPOSED 1}RADE I) RAMP 'A'
ST A. 313+15, 29.2' RT.
I ;:,o
I 40
REQ'D: WILDLIFE CULVERT 77 L.F 36" RCP, 611 DEPTH OF SOIL W/ FES LT. & RT. FOR CONTINUATION SEE US 160 CROSS SECTION THIS SHEET.
FILL INVERT OF36" RCP WITH .5' DF SD!l
I )'C)
I 40
ELEV= 6616.00 RCP INV= 6615.50
60
I GO
6650
6620
. 6610
.. GGOO
6'.',90
GSSO
. [55/0 I
1'0
PROPOSED SLOF E -\ _
/\
I C,()
ST A. 69+56, 71.8' RT. SDIL ELEV~ 6577.94 36" RCP INV~ 6577.44
I 100
REQ'D: REQ'D: WILDLIFE CUL VERT, PLACE 14 7 LF 36" RCP, 6" DEPTH OF SOIL
I I
GG~SO
,- fiG20
I I I I I I
-r I I I I I
I
bfi iO
_ Cf300
GSclO
GSGO 120
SKEW: 60° RT. FWD W/ FES LT.& RT.FOR CONTINUATION SEE RAMP 'A' CROSS SECTION THIS SHEET.
SCALE: HORZ. 1 "=20' VERT. 1 "=20'
Region 5 EJA
As Constructed No flcvisions: 9/ IO
STRUCTURE CROSS SECTIONS US 160 - DRAINAGE
Project No./Code r0H 1602·li4
/Cl
EL.m6675.14 ST A 96+28, 166.6' INV OUTm6676.0
8.5 CY R!PRAP (Dsom18") OYER & SURROUNDED ON ALL SIDES BY 20 SY CLASS 'A' EROSJON CONTROL GEOTEXTILE SEE DETAIL SHEET 017
i 160
I 1 tj()
77 LF 24" RCP @ s~s.347.
I · 170
i 1()0
Sheet Revisions Cornrncnts !nit.
STA 96+46, 82.5' LT. 4' DIA M/!NHOLE RIM ELEV""6689.25 EX INV IN""6680.03 INV OUT ""6679.83 Qw~ll.9 els Q1oo=23.4 cfs
-80 60
SKEW: 80° RT. FWD
EXISTING GR.4DE r· us 160
i 20
Colorado Department of Transportation
~OTj 580:S Nor· th ,'!ioin Avc:nuc
.-.-................. --,~---...,,,, Sc.?AAfvb,1 u, fo.Mch:'.Jfok)',
Region 5
Suite 700 CD
EJA
1 6700 l--------_·_ ~ _·_ ~ ~·· DHW EL= 6689.0
\ EXISTING
. 6690
0
\_ 160 LF 24" CMP @ S=2.98%
i )()
As Constructed No f<cvisions: 9 I IO
40 I
60 80
EXISTING: 24" CMP, FES RT. & LT. REQ'D: REMOVE 8 LF 24" CMP & FES LT. BUILD 4' DIA MH, PLACE 77 LF 24" RCP, W/ FES LT. & RIPRAP OUTLET PROTECT!ON
SCALE: HDRZ. 1 "=20' VERT. 1 "~20'
STRUCTURE CROSS SECTIONS US 160 - DRAINAGE
6680
6670
6660
Project No./Code i~H 1602 114
Gli70.
bblO I 0
STA 314+21, 34.4' INV OUT~6522.00 GRADE
EL. 0"6521.33
G',/D
6',GO
CY RIPRAP (Dwz9") OVER & SURROUNDED ON ALL SIDES BY 14 SY CLASS 'A! EROSION CONTROL GEOTEXTILE S~E DETAIL SHEET 017
1
GRADE WITH 14' WIDE SOIL LOADED .ANO SEEDED TRM DITCH LINING 225 SY TRM
60
ST A 30o+60, 35.3' LT. INLET TYPE 'C' GRATE~545.72 INV OUT~654L72 Q1ow!.6 cfs Q11Xr3.3 cfs
OHW
! ;>() 100 . tlO
ElO
I GO
I 100
172 LE 24" RCP tl s~1.097.
I 120
i 1 0
CULVERT PROFILE RAMP 1A1
- STA. 314+21 TO STA. 316+00
EXISTING GRMlE ~- -
"'\ 155 LF 24" RCP j -@ Swl.39%
0 I 0
I 160
Sheet Revisions --D-o-tc-i:-,-,---C-,o-rn-. r-n-er-1t_s ____ lr-1,t-.~ Colorado Department of Transportation
81.301 !; 0 f / .. X: 0 /Cl 5il5·S:SbS
EJA
i 20
i 180
STA. 31&1-00,47.9' RT. INV 1Nw6524.00. Q10z3.8 cfs Q11Xr10.5 cfs
i 200
EXISTING: NONE
I 220
REQ'D: PLACE 172 LF 24" RCP W/ FES RT. & LT.AND RIPRAP /IPRON LT.
SEE CULVERT PROFILE 31&+21 TO 316+47 SHEET 029
i 2J,O
. 6570
GRADE
I !;0
EXISTING: NONE REQ'D: TYPE 'C' lNLET l T. PLACE 155 LF 24" RCP W/ FES RT.ANO RIPRAP OUTLET /DITCH PROTECTION
As Constructed t,o Fe visions: 9 I IO
STR WALL P-05-f
STA 29o+o5, 17.6'RT INV OUTw6639.50
44' LONG X 18' WIDE 88 CY RIPRAP (Dso~18 11)
OUTLET .AND STEEPENED DITCH PROTECTION 3'
6560
[) :~-110
l 60 c1'0
THICK OVER AND SURROUNDED ON ALL SIDES BY 130 SY CLASS 'A' EROSION CONTROL GEOTEXTILE WITHIN 2" OF FINISHED GRADE.
SCALE: HORZ. 1 "rn20' VERT. 1 "=20'
STRUCTURE CROSS SECTIONS RAMP 1/'\1 - DRAINAGE
-- 6650
6640
6630
.. 6620
GG10
260
Project No./Code NH1602-114
Number 180
M[lli; * PLACE A TEMPORAAY 12" HIGH EAATH BERM ACROSS THE APPROACH SLAB DOWNSTREAIA OF THE PROPOSED INLET TO COLLECT RUNOFF FROM THE RAMP 'A' BRIDGE /IND DIRECT IT TO THE INLET.
f36:)0 STA 31&+63, 17' LT.·
FUTURE TOP OF
1- ASPHALT PAVEMENT
1'-PPROACH SLAB INLET GRATE m6636.06
INV OUTm6629.78 (3 G 1, o SEE DETAIL SHEET 018
Q1owl.O cfs Qioowl.8 els
FINAL GRADE ._.,-f~r----t",,_,_~.-~
0670 RETAINING WALL
EXISTING GRADE
SKEW: 86° LT. FWD
52 LF 24" RCP t SmG.5%
I Ii()
STA 31&+60, 42.0' RT. INVm 6626.00
WQ POND #5 SEE SHEET 014
2 CY RIPRAP D;;o,,.9" 6'X6'Xl.5' THICK PAD OVER 8 SY CLASS '/\' EROSION CONTROL GEOTEXT!LE
I (;()
EXISTING: NONE
. 66'.:,0
6640
r,5:so
. 6620
__ t>G 10
66'.)0
GS90 I
so
REQ'O: APPROACH SLA8 INLET LT. PLACE 52 LF 24" RCP WI FES RT. AND RIPRAP OUTLET PROTECTION
Region 5
ST A 31&+21, 52.1' INV OUT = 6624.00
6630 ..
SE320
l35 l D l 0
EJA
STA 31&+47, 54.8' RT. INLET TYPE 'C' WI 3" ORIFICE GRATE=6627.97 !NV OUT=6624.72 Q10"'!.0 cfs Q1oowl.8 cfs
i :w
As Constructed No F,cvisions: 9 I IO
r~cvisecJ:
Void:
POND #5 MWS EL=6527.97
bG'iO
MWS EL= 652R~4 56 :so
EXISTING GHAD§ 6 2 o 3" ORIFICE
INV= 6625.90
.31
661() i.
60 EXISTING: NONE REQ'D: INLET TYPE 'C' WI 3" ORIFICE PLACE 21 LF 24" RCP WI FES DIS
SCALE: HORZ. 1 "~20' VEFn. 1 "=20'
STRUCTURE CROSS SECTIONS RAMP 1A' - DRAINAGE
Project No./Code
181
Pr i11t Dolo: 9/;> 3/201[) File t~urne: H3D4/ _XD701
Horiz. Scole: 1:20
STA 908+39, 18.0 LT. INLET TYPE 'D' GRATE~6624.00
INV OUT~620.00
SHARED USE PATH Cl 6640
EXISTING GRftDf 1 I 66;?0 DEPRESS GRADE 12"
I I
ST A 907+90, 23.0' RT. /r- INV~ 6619.50 _ 7
__ . r EL.~6619.44
88 SY SOIL LOADED AND SEEDED TRM LINED SW ALE FROM END OF APRON TO TOE OF SLOPE EXCEPT WHERE HEAVY BRUSH EXISTS. SEE DETAIL AT 6620
. BELOW TOP OF INLET AROUND INLET BOX
TO CREATE SEDIMENT RETENTION POOL fiCo 1 o _.
6GCJO
5Gl0
bbOO
I 60
I co
I . 1,0
ST A 902+33, 20.4' LT. · INLET TYPE 'D' GRATE~6605.70
INV OUT= 6599.01 Q10"'!5.9 cfs
Q100""51.6 cfs
i ()
~I
I ·20
L 57 LF 30" RCP I @ S"\J.80%
I I I 0
I 20
7 SKEW: 42° LT. FWD
53 LF 36" RCP @ Swl.00%
70
I I PROPOSED GRADE
I I [ '
f I I
1/ -{
I I
MSE WALL L..----BY OTHERS
I I () 20
SKEW: 59° LT. FWD
I !+CJ
I 40
8.5 CY RIPRAP (050~12 11 )
OVER & SURROUNDED ON ALL SIDES BY 22 SY CLASS 'A' EROSION CONTROL GEOTEXTILE SEE DETAIL SHEET DI 7
I fiO
EXISTING: NONE REQ'D: INLET TYPE 'D' LT. PLACE 5 7 LF 30" RCP W/ FES RT.AND RIPRAP & TRM OUTLET PROTECTION
RIGHT
I BO
6G20
. Gfi 10 901+94, 31.0' RT. OUTm 6598.40
RJPRAP (Dso~18")
bfiOO
& SURROUNDED ON ALL 6 ::i 9 CJ BY 30 SY CLASS 'A'
EROSION CONTROL GEOTEXTILE SEE DETAIL SHEET 017
I CO BO
EXISTING: NONE RE Q'D: INLET TYPE 'D' LT. PLACE 53 LF 36" RCP W/ FES RT.AND RIPRAP OUTLET PROTECTION
I 100
fifi 10
6GDO
Sheet Revisions i-,-.---.-------...,;.-...,;.--,-,---1 Colorado Department of Transportation
Dote: Cocmnents !nit. As Constructed
Ver- t. Scale: J No f,evisions: 9/ IO
Region 5 EJA Void:
SOIL LOADED AND SEEDED TRM BACKFILL TO MAINTAIN
12' WIDTH
STA .. 908+17. TRM LINED SWALE SC1\LE: 111 ~,10·
SCALE: HORZ. 1 "~20' VERT. 1 "•20'
STRUCTURE CROSS SECTIONS SHARED USE PATH - DRAINAGE
Sheet Sub::;ct: [
·ect No./Code NfHC02 il4
1604/
Shce t Nurnber Hl2
int Dote: 9/7:5/7010
GG/0
6660 _
Gli'.,O
6G4·0 _
ST A 918+34, 10.4' LT. !NV"'6652.98
Q10"'1.7 cfs Q1oom5.0 cfs
ST A 909+75, 25.1 LL INLET TYPE 'D'
I ?O
GG40 GRATE"'6627.60 INV OUT=6620.60
· - - ~ ~ 010"'23.3 cfs QW!1" 7l'L1 els
DEPRESS GRME 12" G 6 ;> CJ _ BELOW TOP OF INLET
AROUND INLET BOX TO CREATE SEDIMENT
RETENTION POOL
' '10
SHARED USE CL
I I I r. I \ I \
PATH
I PROPOSED GRADE I
I I
I L 22 LF 18" RCP @ s~1.oox
I I I 0 70
.91 SKEW: 73° LT FWD
I
STA. 918+24, 22.8' RT. INV" 6652.65
INV=6652.58
r- EXISTING GRME
2.5 CY R!PR.AP (050*9") OVER & SURROUNDED ON ALL SIDES BY 10 SY CLASS 'A' EROSION CONTROL GEOTEXTILE SEE DETAIL SHEET D17
I 4 0
GG/0
_ GGGO 87 SY SOIL LOMED & SEEDED TRM LINED SWALE FROM END OF .APRON TO EDGE OF WETLAND EXCEPT WHERE EXISTING HEAVY
_ GliSO BRUSH EXISTS. SEE DETAIL RIGHT
- _ G640
liO
EXISTING: NONE
1 REQ'D: PLACE 22 LF 18" RCP W/ FES LT.& RT.AND RIPR.AP & TRM OUTLET PROTECTION
EXISTING GRME -\ I I PROPOSED GRADE
I 70
.. \IL I
I I I I 0
SKEW: 86° LT. FWD
59 LF 36" RCP @ S=!.11%
I 20
I 40
STA. 909+70, 42.5' RT. INV~ 6619.87
sc:so
66?0
18 CY RIPR.AP (Dso=l8") .. _ cc l o OVER & SURROUNDED ON ALL SIDES BY 30 SY CLASS 'A' EROSION CONTROL GEOTEXTILE SEE ~ETAIL SHEET 017 r. 6600
CO BO
EXISTING: NONE REQ'O: INLET TYPE 'D' LT. PLACE 59 LF 36" RCP W/ FES RT.AND RIPR.AP OUTLET PROTECTION
Sheet Revisions --D-,,-te_: ____ C_o_n_1r-nc-,n-t_s ____ ln-it-.--.! Colorado Department of Transportation 1\s Constructed
Mc1in /\vonue t,o f?evisions: 9 I IO
r~evised:
EJA Voici:
/EXISTING GRME
-- /.-~- ···- ·- -- -·- - -
- SOIL LOADED AND SEEDED TRM
ST,l\. 918+31 TRM LINED SWALE SCALE: 1" 00 10'
SCALE: HORZ. l "=20' VERT. 1 "=20'
STRUCTURE CROSS SECTIONS SHARED USE PATH - DRAINAGE
Project No./Code t,IHC02-i14
1(3()4
Sh1.c(,t Number 1(33
0.5' SAW CUT
Vcr-t. Scoie: As Not
4'TCJ17.5' MEDIAN
lltviA f'ATCflH~G & F'AVINC DE T/\ll
REMOVAL DETAIL 49+50 TO 58+80
Sheet Revisions Comrncnts
HCL US I iighvy::1y 160
0.5 1
01
f,:[ 1/,DVC: 18b 7 IJ ClJi\i3 1\l,JD CU'l
Vi:1,;1()\/f 104 /\SPH/\L. T 1.1/\T
Region 5
95'' HMA (GR/1DJNG SX)(75)(PG 58~28) 2" HMA (Gf,ADING SX)(75)(PG G4 28)
:s'' RDMJV AL. Llf. ASf'i iill. T MAT (f'LANJl,G) & lltviA CJVU,l./1,Y (l'H, flCJCll< 4, 6, f'AV!NG DETAIL)
\.d z 1-~·1 . j
I;; I, .. , I ~ . .J
HMA PATCHING DETAIL 49+50 TO 55+07
F'.UviCJ\/[ 323 3Y CCJl,Cf<f t,1FL)I/),J CCJVFF: ~/i/\TLRl/\L
As Constructed No Revi,;ions: 9/ IO
EJA
us 160 I us 550 e MEDIAN REMOVAL AND PAVING PLAN NIH602-11'1
184
: 4'6" X 10'
SCH
1 INCH SCH 40 STEEL
NURTlf
60 PSI POWER: 120V /1PH/60Hz
VOLUME: 500 GAL. 4' X 6' H
MATERIAL: V{E:I,Drm COATED OR RESISTANCE.
E I FLOWRATE: 5 GPM PRESSURE: 60 PSI P 120V/1
STEEL, FOR
THIS IRRIGATION PUMPING SYSTEM HAS BEEN DESIGNED TO OPERATE lt--J THE FOLLOWING MANNER. THE 500 GALLON WATER STORAGE TANI< FILLING IS CONTROLLED BY LEVEL SENSORS MOUNTED INSIDE THE TANK. THE LOW LEVEL SENSOR WILL ,<\CTIVATE THE WELL PUMP AND THE HIGH LEVEL SENSOR WILL TUf'\N THE WELL PUMP Off WHEN THE TANK IS FULL. THE IRRIGATION PUMP WILL BE ACf~OSS THE LINE STARTED, FITTED WITH A FLOW SWITCH AND OF'ERATE BY THE IRRIGATION CONTROLLER. ONCE WATERING REQUIREMENTS HAVE BEEN DErER~AINED AND THE CONTROLLER HAS BEEN PROGRAMMED THE SYSTEM WILL BE fCULL.Y AUTOMATIC.
CD NSTf~UCTION NOTE /\CCORDING TO COOT TESTli'lG THE WELL PUtv1P SUF'PUES APPROXIMATELY 4 GPM. CONTRACTOR SHALL VEF~IFY THE STARTING t-AECH/INIStv1 r:GR THE WELL PUMP ,<\ND THE PIPE SIZE Cotv11NG OUT OF THE WELL TO INSURE THAT IT WILL BE CotdPATIBLE WITH THE NEW EQUIPMENT BEING INSTALLED.
CONTRACTOF~ SHAU .. REMOVE EXISTING SPIGOT FRmA 1" WELL Lli\JE AND REPLACE WITH A 90 DEGREE ELBOW AND RUN THE PIPE BELOW Gf\AOE TO A SOLENOID CONTROL VALVE (LEVEL SENSING CONTROLLED). FROM ELECTRIC SOLENOID VAL.VE 1" FILL UNE WILL CONTINUE TO THE EDGE OF. THE T;\NK WHERE IT WILL PENETRATE THE CONCRETE FOUNDATION AND RUN UFJ THE SIDE OF THE TANK ANO FILL FROt,1 THE TOP.
RAMP A PUMP PLAN
