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94913 10.0' 2' DITCH GO.O' Rlvl 5,0' 3,0' SHLD. 24.0' BITUMINOUS PAVEMENT 12,0' 12,0' 10.0' -----:... - ............. -------- --- / "'" / ""---- /f570 '1550 4550 --I-- I I -r - -- I I 45/jO 4530 3.0' 5.0' SHLD. EW PROF I LE GRJl,DE 2' DITCH -2. J % ................ 4:1 4" PAVEMENT 3" BASE COURSE ---\[---.... I "'- I '\. _ I " ___--- "'- ...-- EXISTING GROU;;; TYPICAL SECTION - COUNTY ROAD P I O.OO~ 19 Z f- Cf) x W I U f- ~ 23 25 NO SCALE FOR INFORMATION ONLY "- LO Lf\ - -.J W 200' V C, M,O,= Lf\ -Lf\ >Lf\ a...::r - -.J W o - O-.J + W 25 STA. 28+80! TO STA 31+72 ~ RELOCATE EXISTING OVERHEAD PCl\'IER LINE. 292' :t UNDERGROUND POWER CABLE REO'D. MORGAN COUNTY TO SCHEDULE, AND COORDINATE ~~RK TO BE PERFORMED BY MORGAN CO. REA. CONTACT JOHN ZAMBO 867-5688 -.J <l: a: o oa: O<l: + :::J "- 19 N Z <l:l9 f-W Cf)<:!l 50' ARC "- Cfl DITCH ...-i - ..z ,,,- ri:E SHOULDER- o .-:1" o W Z o o z <l: <:!l <l: o M +w "- u NZ <l: . a: <l:f- f-Z </'W W U Z <l: a: f- Z W -.J W >IV"\ <l:+ a:C":"l ~N -<l: - f- a.. Cf) 20<l,O' GUhRDRAIL \ (CDH M&S STANDARDS) Z ;: ...-i .. "';:.;'1 ...-i 50' ARC 22.0' 50' o o -.J + "- <l: N a: zo - -a: <l: <CJ<l: f- W:::J Cf) <:!ll9 GUARDRAIL STA. 23~10 TO STA. 23+GO = 50 L.F. OF 18" CSP REQ'D. FLOWLINES TO MATCH EXISTING DITCH DITCH ROW 50' ARC <l: f- Cf) C) NEI" ROAD PROF I LE LEVEE TOP 53.23 o Lf\ IV"\ . + ...-i IV"\ >-.J a.. W +1.40/0 250' V.C ---~..4 _--1_ LO 00 Lf\ -.J W u > "- co ..n ~-.J LOW ...-i - 00 Lf\ o - Cl' ::=> -.J O-.J + llJ + t,U 00 Lf\ Cl . 0 - ::=> -.J O-.J + llJ + W 23 29 30 31 NEW PROFILE - COUNTY ROAD P SC~LE: 1" = 100' HORIZ, 1" = 10' VERT. FOR INFORMATION ONLY c-2 ...-i LL Of-:E <l:<l: . W LLf-a: - Wf- -.JCf)Cf) Z lD 3: Lf\ -0 00 32 33 00 Lf\ - Lf\ Lf\ ::=> . O-.J + w G,<A\"'L. ENTRAN::E 3CJ+IC ~ <l: W a: ROW 312" CABI E SLI NG WIsLl P HOOKS (BY OWNER) 3825 1/5 @ 12" O,C. EA. WAY, EA, FACE ~ . (/' ANCHORS o I - N N TOP LOGS- lLj REOUIRED. SEE DETAIL 3 1Ix5IxLj'-5" LUMBER SPACER-. REMOVABL[ POST I " ~ C~UNTY ROAD P STOP LOG a END POST DETAIL SCALE: 5/4"=1'-0" Lf\ LO IV"\ Lr\ -.J W I I I I ~'-l),' , 1~8 STAINLESS(2 EA) 7'-5" NOTE: BOTTOM STOP LOG TO BE CONTOURED TO MATCH SLOPE OF ROADWAY SURFACE 3-3Ix8"x22 '-1" BOARDS BOLTED TOGETHER AS SHOWN (14 REQUIRED) STOP LOG DETAIL 3 2' 0 I f,. H, D. MH RING & COVER POST SUPPORT DETAIL 2 +0 . 40/~ 19 ::1 f- Cf) 34 35 3G STA, 29+49 TO STA, 30+45 - qG IS" CSP REO'D. 1-13: CONTROL WEST END. FLOWLINES TO MArCH EXISTING DITCH 15 GUARDRAIL DITCH ...-i 'f'\ RO~,D P DITcH STA, 29+84 ~ ROAD AT LEVEE CENTER POST SUPPORT,SEE DETAIL THIS SHEET 244. ' GUARDRAIL L,F, OF GATE -.J ...-i N ~ <l: CJ '.1:: C':) 0 + a: N<l: IV"\ :::J 19 <l:O f-Z Cf) W , hRC Z :E ...-i - o -- ..>0" ...-i ROW N IV"\ I IV"\ IV"\ I ...-i .. ~ .....}.,C"l ::: ...-i:E 'ROW o .::r 50' AR -.J <l: oa: C0 0 + a: N<l: IV"\ :::J l'J LEVEE STOP LOG STRUCTURE(TO BE JNCLUDED IN THE LUMP SUM PAY ITEM FOR PROJECT I)-SEE DETAIL THIS SHEET ~UARDRAIL 2.0' OPENING EACH END PLAN - COUNTY ROAD P IMPROVEMENTS FOR INFORM~TION ONLY . 1'" '= 40' - <l:O f-Z to llJ 8-1;;" 0 BOLTS WINUTS & WASHERS, STAINLESS. COUNTERSINK EACH SID[ ~'+ - eo ~- - ~t -~---=-~ - - ~--:...-.-:=- --- ~ - ~- ------==- -~-- - =- 5/3" X 4" SCREW TYPE EYE BOLTS, I,D, TOP OF EYE, FLUSH WITH SURFACE NOT TO SCALE -INSIDE DIMENSION Cl I 22'-1" -- -8 - ,~cO" ~ 5'_" '__'I' -0\2", #5 x 4' -0" @ 12" ~ ~ Ilx5Ix4'-5" LUMBER SPACER (TYP) 1'-1 5/8" - IV"\ ~ I ~ ;L SCALE: 1"=1' -0" 5'-0" ~r ELEV.45b3.2 LOG GUIDe-SEE DETAIL 1 OADWAY SURFACE ELEV. 45~3.7 :o\"~"', STRUCTURE SYMMETRICAL ABOUT THIS LI NE ELEVATION C - C SCALE: 3/3"=1' -0" REMOVABLE POST & SUPPORT-SEE DETAI L 2 A- ~ '4 TIES@ 5" O.C. 18" 0BARS-12" FROM BOTTOM (TYP) ~ ~lx12Ix12" WELDED AT BOTTOM -117 VERTI CAI_ ~I~~3~~8~_OgsT SUPPORT E ~"-WELDED AT CORNERS & BOTTOM 2" CLEAR (TYP) ROAD P 13'-0" ~ " ELEV, 4)52.2 't COUNTY ROAD P NOTE : ALL STRUCTURES & ROADWAY SYMMETRICAL ABOUT CENTERLINE OF COUNTY ROAD P I :-----"EMOVABLE POST wl0x3.5x3'-O" wi l~" 0 ~ LIFTING HOLE @ ~ OF WEB 5' BELOW TOP I FY=50 ksi I I POST SUPPORT - SEE DETAIL 2 &1 RO~DWAY5SURl'ACE ELEV. Lj J~.l 2'0 MH RING & COVER 270 SLOPE ~ N I N #4 @ 5" O.C. #5 @ 5"0.c. EA.WAY ~UNDER 3'x3' PIER ., 6.~. 0 ~ 4 ". ." d'.v .D'Ii' . "J q -, liS @ 12" 0, C . #6 @ 11]" o.c. #8 @ 10" o.c, ELEV. 4555,5'~ ...-i A Professional Corporation 1\=11 X Engineers Architects Planners Greeley. Colorado Grand Junction, Colorado Riverton. Wyoming Provo. Utah THIS DRAWING IS THE PROPERTY OF ARIX. AND IS NOT TO BE REPROOUCEO, MOOIFIEO OR USEO FOR ANY OTHER PROJECT OR EXTEN, SION OF TH IS PRO- JECT EXCEPT BY AGREEMENT WITH SAID COMPANY, :::r I LOG GUIDE SEE DETAILl - Lr\ - o 1.8 IV"\ CO I - N b I <.D REMOVABLE STOP SEE DETAIL 3 3'-0" G" CENTERLI NE COUNTY ROAD P I I. 22'-0" rf1 b NOTE: ALL STRUCTURES & ROADWAY SYMMETRICAL ABOUT CENTERLINE OF COUNTY ROAD P ':::l Co LEVEE FLOOD GATE I. ~r12!l' -0: I SCALE: ~1=I'-D" TO BE INCLUDED IN THE LUMP SUM PAY ITEM FOR PROJECT I " N I :'oJ 211" 0 H.D. MH RING & COVER LOOSE 5'-4" " " 5/3" 0 BARS #4 @ 5" o,c. :::r I ...-i ELEV 4)55.5 f>~. ":l !. ~" PLA;E \'IELDED AT CORNEl,S PLATE ~lx12Ix12" .~ELDED AT BOTTOM - 3-#7 VERTI CAL (TYP) #8 @ 10" o.c, 5 @ 12" o,c. SECTION B - B SCALE: 1;;"= I' -0" ROADWAY SUr-FACE ELEV. 4558.7 ~. I ...-i 5-115 TOP & BOTTO #5 @ 12" o.c. ELEV, 4553.2 #5 @ 12" [A. WAY EA, FACE TOP OF WALL ON SLOPE , ^'Z IN AT TO C0 I LO @ ELEV. 4555.2'~ SCAlE AS SHOWN TOWN OF WIGGINS MORGAN COUNTY COLORAD DRAWN NAC CHECKED JGF APPROVED JDA MISCELLANEOUS a DETAILS DATE JANUARY, 1987 PROJECT NO 86136,00 PROJECT I KIOWA CREEK FLOOD PROTECTION IMPROVEMENTS