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O^I <br />EDGE OF DECK <br />(TYP.) <br />NORTH <br />B.M. ELEV. 894.32 <br />LOCATION: TOP OF COVER OF EXISTING MANHOLE AT <br />ENO OF EXISTING RUFFED GROUSE ROAD. <br />20' -0" ROADWAY <br />1 • -0" <br />70• -O' 1 f0• -O" <br />7' -O" <br />RAIL <br />- <br />LANE jl <br />C RUFFED <br />GROUSE ROAD & —.- <br />- - WORKING - UNE <br />6' -O" <br />LANE <br />6• -O" <br />CLUED <br />RAIL <br />• �__�`�� <br />w rt- <br />p <br />TIMBER CURB <br />(Typ,) <br />FL FORCE SEWER <br />�— MAIN SYSTEM <br />9" MIN. <br />-2.0X <br />FE WATER MAIN �1 <br />SYSTEM <br />1 PROP. FINISHED <br />PROFILE GRADE <br />-2_01T <br />LAMINATED <br />RAIL (TYP.)� <br />'r <br />; <br />ri <br />„, <br />•,__. <br />... <br />3" FORCE SEWER MAIN ® O8" WATER MAIN SYSTEM <br />SYSTEM W/ INSULATION W/ INSULATION <br />3 SPACES 8 6' -0" = 78' -0" <br />2 -0" <br />NOTE: <br />ABUTMENT PILES ARE TO BE 72" DIA C.I.F. CONCRETE PILING. <br />PIER PILES ARE TO BE 16" OM. C.I. P. CONCRETE PILING. <br />RECTANGULAR PRESTRESSED CONCRETE BEAMS, <br />TRANSVERSE <br />SECTION THRU DECK <br />SCALE: <br />p• Y' 4 <br />SCHEDULE OF QUANTITIES FOR <br />THE ENTIRE BRIDGE <br />ITEM NO. <br />2021.507 <br />MOBILIZATION <br />ITEM <br />2401.501 <br />STRUCTURAL <br />CONCRETE <br />(7443) <br />2401.507 <br />STRUCTURAL <br />CONCRETE <br />(3143) <br />2401.512 <br />BRIDGE <br />5749 <br />CONCRETE <br />(37'33) <br />2401.541 <br />REINFORCEMENT <br />BARS <br />2401.547 <br />REINFORCEMENT <br />BARS <br />(EPDXY <br />0047ED) <br />2401.601 <br />STRUCTURE <br />EXCAVATION <br />2401.601 <br />SLOPE <br />PREPARATION <br />2402.590 <br />ELA5TOMERIC <br />BEARING <br />PAD <br />TYPE 1 <br />2402.597 <br />EXPANSION <br />JOINT <br />DEVICE <br />TYPE 4.0 <br />OUANRTY <br />UNIT <br />LUMP SUM <br />X (P) <br />CU. 7'0. <br />X (P) <br />CU YD. <br />6714 (P) <br />50. FT. <br />X (9) <br />POUND <br />X (P) <br />POUND <br />LUMP SUM <br />LUMP 5U14 <br />40 <br />EACH <br />44 (9) <br />LIN. FT. <br />3x12 TIMBER FASCIA <br />ON DECK, BETWEEN <br />R477 POC75 (71P ) <br />3x12 TIMBER FASCIA <br />ON BEAMS BETWEEN <br />PIER CAPS (91P.) <br />SOUTH <br />0 ARCHITECTURAL TEXTURE TREATMENT AND COLOR SYSTEM SHALL BE <br />AS DETAILED BY LOUCKS & ASSOCIATES. SEE ABUTMENT AND PIER <br />SHEETS FOR PLACEMENT DETAILS. <br />() INCLUDES ALL TIMBER, HARDWARE AND STRUCTURAL STEEL REQUIRED <br />FOR RAILING. <br />() INCLUDES ALL TIMBER, HARDWARE AND STRUCTURAL STEEL REOUIRED <br />FOR TIMBER FASCIA. <br />'J INCLUDES ALL PIPE, CONNECTORS, INSULATION AN0 PIPE HANGERS <br />REOUIRED FOR FORCE SEWER MAIN SYSTEM. <br />0 INCLUDES ALL PIPE, CONNECTORS. INSULATION AND PPE HANGERS <br />REQUIRED FOR WATER MAIN SYSTEM. <br />ITEM NO, <br />ITEM <br />2402.595 <br />BEARING <br />ASSEMBLY <br />2403.502 <br />TREATED <br />TIMBER <br />071ANTITY <br />UNIT <br />EACH <br />2403.603 <br />GLUED <br />LAMINATED <br />RAIL TYPE 1 <br />O <br />X (P) <br />2405502 <br />RECTANGULAR <br />PRESTRESSED <br />CONCRETE <br />BEANS <br />22' <br />1205 (P) <br />241 1.604 <br />ARCHITECTURAL <br />TEXTURE <br />TREATMENT <br />2417.604 <br />ARCHITECTURAL <br />COLOR <br />SYSTEM <br />0 <br />x <br />2452.507 <br />C.I.P. <br />CONCRETE <br />PILING <br />DELIVERED <br />12" <br />X <br />2452.507 <br />C.I.P. <br />CONCRETE <br />PILING <br />DELIVERED <br />16" <br />X <br />2452.508 <br />C.I.P. <br />CONCRETE <br />PILING <br />DRIVEN <br />72" <br />2452.500 <br />C.I.P. <br />CONCRETE <br />PILING <br />DRIVEN <br />76" <br />X <br />2452.519 <br />C.I.F. <br />CONCRETE <br />TEST PILE <br />X FT. LONG <br />12" <br />X <br />2452.519 <br />CAP. <br />CONCRETE <br />TEST PILE <br />X FT. LONG <br />16" <br />X <br />2503.601 <br />FORCE <br />SEWER <br />MAN <br />SYSTEM <br />4 <br />1 <br />2504.601 <br />WATER <br />MAIN <br />SYSTEM <br />2511.501 <br />RANDOM <br />RIPRAP <br />CLASS If <br />X <br />M BOARD FT <br />LIN. FT. <br />LIN. FT. <br />50. 7'0. <br />50. YD. <br />LIN. FT. <br />LIN. FT. <br />LIN. 17. <br />UN. T1. <br />EACH <br />EACH <br />LUMP SUM <br />LUMP 5U <br />Cu. YD. <br />DESIGN D� <br />2002 A.A.S.H.T.O. DESIGN SPE <br />LOAD FACTOR DESIGN METHOD - H520 LOADING <br />INCLUDES 77 P5F DEAD LOAD ALLOWANCE FOR <br />FUTURE WEARING COURSE MODIFICATIONS. <br />MAXIMUM ALLOWABLE DESIGN STRESSES: <br />REINFORCED CONCRETE: <br />Fc = 4000 P57 n = 8 <br />ty = 60000 951 REINFORCEMENT <br />PRESTRESSED CONCRETE: <br />Fc = 8500 P57 n = 1 <br />is = 270000 P57 STRANDS <br />STRUCTURAL STEEL: <br />7y = 36000 951 SPEC. 3.306 <br />DECK AREA = 6774 5.2. <br />OPERATING RATING = H5 <br />DESIGN SPEED = 30 MPH <br />LIST OF SHEETS <br />610 <br />TITLE <br />TYPICAL SECTION & OU491717ES <br />2 1 GENERAL PLAN & ELEVATION <br />\:I <br />I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND <br />THAT I AM A DULY LICENSED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />NoT Fag <br />LTC NO 22737 <br />Cp145T3R o�iONN <br />2004 <br />PLANS PREPARED BY: <br />ERICKSON ENGINEERING <br />9330 JAMES AVENUE SOUTH <br />BLOOMINGTON, MN 55437 <br />RUFFED GROUSE ROAD ANOKA COUNTY <br />PHEASANT HILLS <br />PRESERVE BRIDGE <br />LOCATED 0.3 MILES NORTH OF JET BIRCH 5T. <br />ON RUFFED GROUSE ROAD OVER A WETLAND <br />IN PHEASANT HILLS PRESERVE 12TH ADDITION. <br />6 -50' PRESTRESSED CONCRETE BEAM SPANS <br />20 FT, ROADWAY, 0' SKEW <br />SPAN IDENTIFICATION NO. 507 <br />TYPICAL SECTION & QUANTITIES <br />SEC. 28 TWP, 31 N R 22 W <br />CRY: LINO LAKES <br />COUNTY: ANOKA <br />DES.: TJW 1 ORN.1 NBB 7PR0,7. NO. <br />CHK.: RAB 1 CHK.: RAB (SHEET 7 OF 2 SHEETS <br />1 <br />