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PROFILE SCALE PROFILE SCALE CROSS SECTION SCALE
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HORIZ. VERT. HORIZ.
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(INCIDENTAL)
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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
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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. SHEET 1 OF 1
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