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<br />/ <br />W <br />911.98911.85911.73911.60911.48911.35911.23911.10912.25911.89911.73911.61911.48911.36911.23911.11910.98910.86910.78LP910.67910.81910.81909.56909.47908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.529 <br />0 <br />8 <br />. <br />5 <br />0 <br /> <br />T <br />/ <br />W <br />9 <br />0 <br />8 <br />. <br />0 <br />0 <br /> <br />B <br />/ <br />W <br />9 <br />0 <br />8 <br />. <br />5 <br />0 <br /> <br />T <br />/ <br />W <br />9 <br />0 <br />4 <br />. <br />6 <br />0 <br /> <br />B <br />/ <br />W <br />9 <br />0 <br />8 <br />. <br />5 <br />0 <br /> <br />T <br />/ <br />W <br />9 <br />0 <br />0 <br />. <br />9 <br />4 <br /> <br />B <br />/ <br />W <br />9 <br />0 <br />8 <br />. <br />5 <br />0 <br /> <br />T <br />/ <br />W <br />9 <br />0 <br />3 <br />. <br />6 <br />4 <br /> <br />B <br />/ <br />W <br />9 <br />0 <br />8 <br />. <br />5 <br />0 <br /> <br />T <br />/ <br />W <br />9 <br />0 <br />8 <br />. <br />0 <br />0 <br /> <br />B <br />/ <br />W <br />911.98911.85911.73911.60911.48911.35911.23911.10911.55 T/W911.05 B/W912.04 T/W <br />908.73 B/W <br />911.91 T/W <br />908.73 B/W <br />911.79 T/W <br />908.73 B/W <br />911.66 T/W <br />908.73 B/W <br />911.54 T/W <br />908.73 B/W <br />911.41 T/W <br />908.73 B/W <br />911.29 T/W <br />908.73 B/W <br />911.16 T/W908.73 B/W <br />9 <br />1 <br />0 <br />. <br />6 <br />1 <br /> <br />T <br />/ <br />W <br />9 <br />1 <br />0 <br />. <br />1 <br />1 <br /> <br />B <br />/ <br />W <br />908.50 T/W <br />908.00 B/W <br />908.50 T/W <br />901.36 B/W <br />908.50 T/W <br />898.25 B/W <br />908.50 T/W <br />898.22 B/W <br />908.50 T/W <br />898.55 B/W <br />908.50 T/W <br />898.85 B/W <br />908.50 T/W <br />899.46 B/W <br />908.50 T/W <br />902.51 B/W <br />9 <br />0 <br />8 <br />. <br />5 <br />0 <br /> <br />T <br />/ <br />W <br />9 <br />0 <br />6 <br />. <br />6 <br />0 <br /> <br />B <br />/ <br />W909.55909.46908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52908.61908.52911 <br />912910 <br />906 <br />907 <br />908 <br />909 <br />905 <br />910 <br />906 <br />907 <br />908 <br />909 <br />905 <br />910 <br />906 <br />907 <br />908 <br />909 <br />9 <br />0 <br />5 <br />9 <br />0 <br />4 <br />9 <br />0 <br />6 <br />9 <br />0 <br />7 <br />9 <br />0 <br />8 <br />9 <br />0 <br />9 <br />9008 <br />9 <br />8 <br />8 <br />9 <br />9 9019029 <br />0 <br />3 <br />895 <br />900 <br />894 <br />896 <br />897 <br />898 <br />89 <br />9 <br />901 <br />900897898899901902903904910915906907908909911912913914916917 905895 <br />900905 <br />894 <br />896 <br />897 <br />898 <br />899 <br />901902 <br />903 <br />904 <br />9 <br />0 <br />8 <br />. <br />5 <br />0 <br /> <br />T <br />/ <br />W <br />9 <br />0 <br />1 <br />. <br />0 <br />9 <br /> <br />B <br />/ <br />W <br />P-60 60' 73"x45'' @ 1.50%P-59 60' 28"x18'' @ 1.50% <br />12'' WATERMAIN <br />4'' FORCEMAIN <br />SECTION A-A <br /> 885 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 885 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br />-0+25 0+00888.90+25893.30+50900.6908.500+75903.8911.221+00901.3908.671+25894.91+50891.31+75 <br />TOP OF PILE ELEVATION = 908.50 TOP OF PILE ELEVATION = 908.50 <br />888.50888.50 <br />P-60 60' 73''x45'' (ARCH) @1. <br />5 <br />0 <br />% <br />HW-60A <br />I=902.10 HW-60 <br />I=901.20 <br />NORTH PIT NWL = 903.73 <br />CENTER PIT NWL = 902.27 <br />PROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP. <br />BLOCK RETAINING WALL, SEE DETAIL BLOCK RETAINING WALL, SEE DETAIL <br />12'' WATERMAIN <br />4'' FORCEMAIN <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />STEEL SHEET PILE RETAINING WALL <br />WITH CONCRETE CAP, SEE DETAILS <br />STEEL SHEET PILE RETAINING WALL <br />WITH CONCRETE CAP, SEE DETAILS <br />BRADFORD PARK <br />DEVELOPMENT <br />(PHASE 2) <br />LENNAR HOMES <br />LIC. NO.DATE <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />JERREMY D. FOSS <br />xxxx-xx-xx 55871 <br />NOTE: <br />THE CLARITY OF THESE PLANS DEPEND <br />UPON COLOR COPIES. IF THIS TEXT DOES <br />NOT APPEAR IN COLOR, THIS IS NOT AN <br />ORIGINAL PLAN SET AND MAY RESULT IN <br />MISINTERPRETATION. <br />26553 - 8.3 PIT XING GRADE (P2) <br />DATE <br />REVISION SCHEDULE <br />DESCRIPTION BY <br />SHEET <br />TITLE <br />PROJECT <br />WITHOUT PRIOR WRITTEN CONSENT. <br />INC. AND MAY NOT BE USED, COPIED OR DUPLICATED <br />THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, <br />PROJECT NO. <br />FILE NAME <br />DESIGNED BY <br />ORIGINAL ISSUE DATE <br />DRAWN BY <br />CLIENT PROJECT NO. <br />REVIEWED BY <br />FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 8.3 PIT XING GRADE (P2).DWG 115OF <br />107 <br />- <br />2024-08-26 <br />22-26553 <br />107 PIT CROSSING GRADING <br /> 300 26553 107 <br />ELK RIVER MINNESOTA <br />PIT CROSSING <br />GRADING <br />0 <br />SCALE IN FEET <br />10 20 <br />TTK <br />TTK <br />JDF <br />185TH AVE <br />CC <br />BB <br />AASTEEL SHEET PILE RETAINING <br />WALL - REFER TO SECTION <br />STEEL SHEET PILE RETAINING <br />WALL - REFER TO SECTION <br />BLOCK RETAINING WALL, SEE DETAIL <br />BLOCK RETAINING WALL, SEE DETAIL <br />RIGHT OF WAY, TYP.6' WALK6' WALKSTEEL SHEET PILE NOTES: <br />·SHEET PILES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. <br />·AFTER INSTALLATION, ANY HOLES LEFT IN SHEET PILE (LIFTING HOOKS, ETC.) SHALL BE CLOSED OFF. <br />·ALL SHEETS TO BE MARKED AND NUMBERED AT 1' INCREMENTS PRIOR TO INSTALLATION. <br />·THE CONTRACTOR SHALL KEEP A LOG TO VERIFY THAT CORRECT DEPTH IS ACHIEVED FOR ALL SHEETS <br />INSTALLED. THIS LOG SHALL BE DELIVERED TO THE ENGINEER FOR REVIEW PRIOR TO ACCEPTANCE. <br />·CONTRACTOR IS RESPONSIBLE TO CONFIRM AND PROVIDE INSTALLATION EQUIPMENT THAT IS <br />COMPATIBLE WITH THE SHEETING TO BE USED. SOME INSTALLATION METHODS MAY WORK BETTER WITH <br />HEAVIER SHEET PILE. <br />·CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF SELECTED SHEET PILE FOR APPROVAL PRIOR TO <br />CONSTRUCTION. <br />SHEET PILING REQUIREMENTS: <br />·MINIMUM SHEET PILE ELASTIC SECTION MODULUS - Sx = __________ <br />·MINIMUM GRADE OF STEEL - ASTM A572 GR. 60 <br />·SHEET PILING LENGTH = __________ <br />·MINIMUM MOMENT OF INERTIA - Ix = __________ <br />NOTE: TOP OF WALL (T/W) AND BOTTOM OF WALL (B/W) ARE GRADE ELEVATIONS. <br />1' - 3"8"CONCRETE CAP CENTERED <br />ALONG CENTERLINE OF <br />SHEET PILING <br />RAILING POST - REFER <br />TO RAILING DETAILS <br />#3 U-BARS @ 12"OC <br />ALONG LENGTH OF <br />SHEET PILING <br />6"x6"x1/2" STEEL BASEPLATE <br />(4) #4 BARS CONTINUOUS <br />(4) 1/2"Ø x 4" LONG HILTI <br />KIWK HUS SCREW ANCHORS <br />(OR APPROVED EQUAL) <br />STEEL SHEET PILING - <br />LOCATION VARIES IN SECTION <br />EQ EQ <br />TYP <br />1" <br />TYPICAL PILE CAP DETAIL <br />NTS <br />NEOPRENE RUBBER <br />SLEEVE TYPE CASING SEAL <br />WITH STAINLESS STEEL <br />BANDS AND CLAMPS <br />PACK WITH PLASTIC SEALANT <br />SHEET PILING - REFER TO <br />PLAN AND DETAILS <br />PIPE <br />BURN HOLE IN SHEET <br />PILING TO PASS SLEEVE <br />CL <br />1' - 6"1' - 6" <br />2' - 0"2' - 0" <br />STD. STEEL PIPE <br />SLEEVE - 3'-0" LONG <br />1/4 <br />1/4 <br />PIPE THRU SHEET PILING DETAIL <br />NTS <br />Page 259 of 294