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2005-3-14 CR 119 Maps PI STA 10+993.265 oeu�_ ie•s�'2�- �r � T � 6�.456 STA 11+Qp1 TOWNHOME SOUTH �T ���� STA 11+�90 NEW ENT Li R . 433.00p �NP 200 mm ■ 19,8 m PV� N/A REMOVE Y � �Q[I 150 mm ■ 11,6 m CSP ♦ APpONS bux SUPER . 6z NO CULV REO'0 , _. r �'� .. � STA lt+168.9 Cl BOx CULVERi ,�Oi �.'' �' � INPI.,bCE }ppp mm X y4pp mm %19.5 m CON BO% .t 1� ,r'"J ;, CUIv. 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NOR H OF CSAH 35 (N 1/4 SEC 1 T120N•R24 ) t -�—z � 00 ,�,r _ .� 00 � � � � FL IN END AP N 939.4 RIGINA� E = 948.3 F 8' r 6' REGST REtE X CUL FL 0 ENO RON �39 19 6 5 1 1 2 3 4 5 PROFILE SCALE PROFILE SCALE CROSS SECTION SCALE 4 'P. 4 '�, q '�o, HORIZ. VERT. HORIZ. (ASS MED) INISHED G DE SHAPE BEDDING TO GRADiN GRADE AD 1.0'FOR XISTING G E CONFORM TO F�NISHE GRADE BOTTOM OF CULV. 15°�GD OR R/8 (INCIDENTAL) 4.� 4� BEDDING OEPTH PLACE 2'BELOW FULL 9 COMMO EXC. LENGTH OF C LVERT EXC VATION ll , � ..,;,...,:. STRUCTURE. E CAVATION(NCIDENTAL) BM ELEV.=946.82 CONSTRUCT 2' ROCK BEDDING INL EIEV 939.02 TNH NW QUAD.44TH ST CLAY PIUCa AT 14'TRENCH UTL ELEV 939.19 a JANSEN AVE. APRON END3. g wior►+ 0 O O 0 1 1 1 1 � ROCK BEDDINO � + + + + i + + + + PER MN-DOT 80 70 80 90 00 10 20 30 4p 245t.6o9. CONTRACT ESTIMATED QUANTITIES TABULATION NOTES I SPEC. NO. ITEM UNIT TOTAL (1) REMOVE INPLACE 54"X 72'RCP(INCIUDES APRONS) I 2021.501 MOBILIZATION LSUM 1 (2) ENGINEER TO MARK LOCATION IN THE FIELD.THE CONTRACTOR (�� 2104.501 REMOVE PIPE CULVERTS LIN.Fr. 72 SHALL PROVIDE STRAIGHT JOINTS AT BITUMINOUS EDGES. (2) 2104.50.5 REMOVE BITUMINOUS PAVEMENT SQ.YD 192 (3) CONTRACTOR-PLACE 145 TONS CRUSHED ROCK-AGGREGATE (3) 2412.511 8'x S PRECAST CONCRETE BOX CULVERT IIN.FT. 46 BEDDING.USING EXCESS COMMON EXC.MATERIAL PROVIDE 4:1 INSLOPES TO EXC.LIMITS,TAPER 4:1 INSLOPES 20'TO MATCH �, 2412.512 8'x 5 PRECAST CONCRETE BOX CULVERT END SECTIONS EACH 2 EXISTING INSLOPES.LOAD EXCESS EXCAVATION INTO COUNTY , 2563.601 TRAFFIC CONTROL L.SUM 1 TRUCKS.SALVAGE d PLACE TOPSOIL ON INSLOPES.71E ALL JOINTS I 4) 2573.502 SILT FENCE,MACHINE SLICED LIN.FT. �pp MEETING THE RE�UIREMENTS OF STD.P�T.3145E.PLACE COUNTY I � HAULED MATERIALS.ALL ITEMS LISTED IN ABOVE PARAGRAPH ARE (INCIDENTAL.) �� (4) PLACE SILT FENCE ALONG INSLOPES FOLLOWING NATURAL I CONTOURS,AS DIRECTED BY ENGINEER. I ITEMS TO BE DONE BY COUNTY FORCES (5) COUNTY TO SUPPLY,HAUL,COMPACT S SHAPE CL 5 AGG.BASE. , SPEC. (6) COUNTY-HAUL APPROX.145 TONS CRUSHED ROCK-AGGREGATE NO. ITEM UNIT TOTAL BEDDING,53 TONS RANOOM RIPRAP,AND ALL EXCESS EXCAVATED I MATERIAL FROM SITE. (5) 2211.503 AGGREGATE BASE L�CLASS 5 CU.YD. 70 I (7) EROSIpN CONTROL BLANKET,SEED,FERTILIZER TO BE PROVIDED (6) 2451.609 CRUSHED ROCK-AGGREGATE BEDDING TON 145 AND PLACED BY COUNTY FORCE3. ' (81 2511.501 RANDOM RIPRAP,CIASS 3 TON 53 (g)THE CONTACTOR SHALL PIACE 9"GRANULAR FILTER OR AN (�) 2575.502 SEED MIXTURE 250GR POUND B APPROVED GEOTEXTILE AS PER STANDARD PLT.p 3133C. (7) 2575.523 EROSION CONTROL BLANKET,CATEGORY III SO.YD. 438 lil INPLACE ROAD STRUCTURE IS ASSUMED.THE CONTRACTOR WILL (7) 2575.532 COMMERCIAL FERTILIZER,ANALYSIS 22-5-10 POUND 32 CONSTRUCT AS DIRECTED BY THE ENGINEER IN THE FIELD.NO ADDITIONAL COMPENSATION WILI.BE MADE FOR CHANGES MADE DUE TO A DIFFERENCE IN ACTUAL ROAD STRUCTURE. BASIS FOR ESTIMATED QUANTITIES AGGREGATE MATERIAL,CY(LV) VOLUME t 40% STANDARD PLATES GRANULAR MATERIAL,CY(LV) VOLUME+40% THE FOILOWINO PUTES,APPROVEO BV TNE FEDERAL HIGHWAY ADM�N.,SHALL APPLY TO THIS PROJECT SEED,MIXTURE 250GR 70 LBS./ACRE PLATE DESCRIPTION 31 3 RIPRAP AT R P OUTLETS COMMERCIAL FERTILIZER 22-5-10 350 LBS./ACRE 3145 E CONCRETE PIPE TIES DESIGN ENGINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CERTIFIED BY '(/.u.l� ��t/j LIC. NO. 19941 DATE -� � �S oes�cNev�C /�F VIRGILHAWKINS, PROFESSIONALENGINEER ESTIMATED QUANTITIES, CROSS SECTION DRAWNBV� CHECKEOBY�Q� F'.\DA7AWNM00-PROJECTS12005CULW1CAD1119-055V01.%SEC.Owg PROJ. NO. �^'R'cHrco. 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