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HomeMy WebLinkAboutCOUNTY ROAD 7 AND MARIAH LANE - Filed BC-BRIDGES & CULVERTS - 2007-05-140 t.� N LAR I MER COUNTY, COLORADO DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS PROJECT NO 110 REPLRCEMENT OF CULVERTS NO a 5-50 a 16-70 or 7-0 a 58-568 RND 70-0.76-7 7-0.58-S68 R69W FT. COLLINS I� • ; o r � 287 i3 ,�' •�� • 2 • Sprrn G(�6�� NO ✓' _. ► '.ron 26: :•.:it Ne/son 1 u • r..::dj OMEGA 1 h 1 19 17 I 1. a -... = Crsek � rossll •� (� 287 9 � / T 16 it �.,, 1• HARM 4 29 A 60 '...i • i Cr�� �` �E e 1 � t• � /O 1 - OPOP. •TIMNATI-t; 185; FT COLLINS `oss"I oat 61,091a�. Crtao* Res SCALE OF MILES 0 1/2 1 2 3 4 irdwalli No R69W 5-SO./6- 70 70-0.76-7 SCALE OF MILES 0 112 1 2 3 4 f0•IJ ' 7- 9 N MOunain_� Supp /y 1eservair J f ■ it II I I W 11 II I u If II I I \0. PROJECT DESCRIPTION NO. / / 0 5-SO. /6 -70,7-0.58-S68,70-0.76-7 RECORD DRAWINGS NO REVISIONS = REVISEUIC,:�-.] VOID INDEX OF SHEETS SHEE F NO. Sheet No. Description / Title Sheet 2 70-0.76-7 Typical Section And Cu/verJ End De>ai/, Genera/ Noes, k And Summary of Quantities —3, -70-0.76-7 Plan And Profile -' 4,5 70-0.76-7 Crass Sections . - 6 Win gwalls, Standard M-601-20 _ 4 - 7 - 5-SO.16-70 Typical Section And - Detour Plan, Typical Detour Section ~And Trofflc Control Plan - -- 8 - 5 - S0.16 -70 Plan And Profile- -9 5 - 50.16-70 Cross Sections . 10 7-0.58-S68 Typical- Section, Outlet Detail, And Traffic Control Plan 7-0.58-S68 Plan And Profile /2 7-0.58-568 Cross Sections These RECCRD DRAWINGS may not show all changes made to the original design during construction. Information shown was gathered during periodic inspections and must not be construed as being complete or exact. Field verification of all data is recommended prior to use. APPROVED; DI -TOR OF P DfI PUBLIC WORKS T CONSTRUCTION INFORMATION CONTRACTOR 1LA U ! 1 C ! OP t ! I Y I CONSTRUCTION ENGINEER PA L1 DULL ; `, t ! PROJECT STARTED 00011k E� .`>, I) ':"I PROJECT COMPLETED I I L I Ire L r 10, I RECORD DRAWINGS APPROVED: DESIGN AND CONSTRUCTION ENGINEERING MANAGER DATE WMB t WN N 4-t b 2z ` Z A i O.03 Fr_ co- "AecCc%« 5)-� TYPICNAL 5E.CTION /► iro_ns,i��on%�F�om /Vh `k- �lCa {�'Q/>L�i rrom 140-7c @ 1F- 00 20t•oo ]�o` # 7ransif'on 32' 15t!O SUMMARY OF QUANTITIES 2.01 1 . 1 . 1 1 : : I • i • IA.I�iYI� 12 e • •. �.71���1 11 � � • u . , . 1 .. • • • .: : • . CIJT.VEIW.T f • VEAC4,S I . ► �.I���I� I GENERAL NOTES LARIMER COUNTY PROJECT NO. 110 CONSISTS OF THREE SMALL CULVERT REPLACEMENTS AS FOLLOWS: 1) 70-0.76-7, NORTH POUDRE CANAL, 6' X 4'X 120' PRECAST CONCRETE BOX CULVERT. 2) 5-SO.16-7, NORTH POUDRE CANAL, 60"X 45"X 60' CORRUGATED STEEL PIPE ARCH. 3) 7-0.58-S68, BOXELDER DITCH, 6'X 31X 541 PRECAST CONCRETE BOX CULVERT. ALL WORK SHALL BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF HIGHWAYS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1986. THE FOLLOWING COLORADO STANDARD PLANS SHALL BE USED: M-100-1 STANDARD SYMBOLS M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS M-603-1 METAL CULVERT PIPE - H-20 LOADING M-603-3 PRECAST CONCRETE BOX CULVERT M-603-10 CONCRETE AND METAL END SECTIONS S-614-50 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION S-614-51 BARRICADES, DRUM, CONCRETE BARRIER (TEMP) & VERTICAL PANELS ALL CONCRETE SHALL BE CLASS A. ALL REINFORCING SHALL BE GRADE 60. CONCRETE COVER SHALL BE 2" UNLESS NOTED OTHERWISE. ALL DRIVES SHALL BE SURFACE WITH 6" OF ABC (CLASS) TO THE R-O-W LIMITS (MIN.) DRIVE RADII SHALL BE 20'. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". 19v WINGWALL DATA WIN tip/ 18 ._._uo 0 /LIE 10 l2O 5E 18 0 5mj 8' 115� /t/;r795, Col-7crefe Quan�ies ofGr5 .el�/Gi.�/S �o • � C. i� mw m PROJECT NO. DESCRIPTION SHOT NO. TOTAL SHEETS 110 2 12 Llrn74 PiEC�75f Concr�7� •Ends � - 07 ' Pr�cczst wa/i5 �hQi� Na.�p ir7 5,17 l4/7fi� A/o Yr'o���v7ir3 RePr�{carcii7� `t,��/, RECORD DRAW INO NO REVISIONS = REVISED = VOID U _ ��2yEx�.gS�oq Join7` Ma-t/. 0i 7'1. ep 2-6 ltln/� Fo9�er- 5ECTION A -A c 4'/ l4/eep �NLt/li Eng5�7�f i `70/0 -)P -rop of� 0,2/7� 5Ox CuLVE:Fr EME) AIL 70 - 0- Co - 7 0/7�0 _. UIN 1 QD :1 L6 10' Pro�i le Gra.�e , 6''Aac(C/QSS 5� TYPICAL O' 0.03�r I OECTIOM CF3 40 0 /) T 1 A`-'SiAT"E HWY 68 HAW40?q ( ROAD" E -y, 6 c V V 4�* C R 38 0 Exis�l`nc �,Pr po 10, 6 �r a a p �D'�APron � Bo'TT�m of 10�� 1 See 5heef6 Foafer (�Pfca.l, Remove r \+ 1 H' �- Neac�.fes Q, 5EECTION A -A ROJECT OESCRIrTION H T MAL SHEETS rlo -0.58-568 20 fe RECORD DRWINM NO REVISIONS Q REVISED Q VOID Q 8" <a rAai) *0 @/2'I / *Gele" n A � Lirrii' PreCas-/- ConC27� Ends o�' Prec��:,f Geis/,/5 5ha 11 Na✓e A 5r7004h finish. / (S'X 3' Prec&ss CB/) COnS'fraCfiorJ L/oini" -h;wt lard 1-t/r 2ywa //5 1�pron WIAPron (See 5heef (3) / fch O T pe .71Z BarriccLde� {'tl�F/a���er-�= %Grose Exisf� F/aar o ac/wac� CO Mour�7`�"d ors �a. rlc e . r7cr Q o f i fPe 6 — -_ -J EXis -Remove f � W,: /I efe ucZ 500 FT-11 W20-5; 3 _ 4.5 ��PiocLo� C/ose� 1000 FT'' l'UZO ,'S' � ,��'�X,���'` ,9�orori � C'unb ® Tpe X Orl 51701_ilaler W/''Orioi � 11-3 ¢8 X,�� Qnd De�ovr Arror+! M� -l0 L A-1' C;� 7 And Ho-1-1rio� Rd. , M4 10 f3 A-b CAD Ana' 0 '? , 0 ouTLET P ET I L , '�De`f'our //ArrorU� M/4-9R, 30"X' G¢__.._.�...�._.-..,,.., © "De-o ur ' Arro w,� M4 - 9L .30'/X e4 TRAFFIC COMTROL PLAN All nor- CJi ns lit i4to �e �ta:h"- O-1� 5h�ll e Su �emerl�e � 7'� G�,��d� Sim. rt ��Slact CAR > P� LARIMER COUNTY RECEPTION N0.76470 UTIL 17 ILS Povolre PC/ ey RER Terry WiINS P26-16634 >-LEWD ,D(wn N! li 226 3104 0�' W.LlNEOF R.O.W. X x >t R. E TBI.E. 435M.P.H. TBNA*5PIKE IN PI Nw COR. I 5+73. ION .70 9 / (P- / BASEL INE x 9►00 i&S r CATS -1 / e Farf CO!!/✓S ��-� i,✓ u/ ICXiST/NG ROADWAY EDGE x / / — T PROJECT DESCRIPTION SHEET TOTAL NO. NO. T 110 CR 7(0.58)S68 1 �v LARIMER COUNTY RECEPTION NO.76470 4c; , *? vl: O� SCALE: POR.-IM4 (0` J 4 `OQ -- - -- VFRT.=1tN= 5/ 1X �BP te" 0 RIPRAP 18" DE-EP OVER PLPe%ca.7�ed AsTIG 7o B e R LTER�— i _. _._ x_ X • X • Bw g FbST 2 INSTALL TYPE / cc� PEL►NEATOR(ERCN / 721144�x 38 Z51' ARCy 1 �, 46' fR�ovE) / 9+98.3^- �_: 6'x3'x54' PRECAST CONCRETE 130x CULVERT / At ELEV. 4948.8 11+00 b RCADWar EDGa 26«9f.95 1I+ 50 —BEGIN PF LC% r*ft. N CW3 5 3 '2 5 2 5 No. //0 -7 0, Ohee-+ 10 o4l' 10 53� eo I -4950, 10�50 4,945 �4955 5,5 2 4-7 - 495 10+00 52093 9+50 Np .35 30 25 2 10 10 1 5 2 � 5 4955 PRbP06Eb F/N/SJ4,EP &RADE IrY? 4955 11---LPRDPOSEb Sue&RAPS (7-YP) 4' 9 50 'JU 9+f)fl uv + 12 vu �4955 -4955 -4950 11 +50 2t50 Exi-s-rlN& MAT 4945 1955 1 -4955 -4950 I F I 4950 I 1 +00 + 500 4945 v(qjff(,I 3j'a-,8+00- 10+00