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BASI <br />N I <br />100 <br />Y <br />R <br />H <br />W <br />L <br />= 91 <br />1. <br />9 <br />8 <br />9 <br />10 <br />11 <br />1 <br />0 <br />0 <br />Y <br />R <br />100YR100YR100YR100YR100YR100YR100YR100YR 100YR 100YR 100YR 100YR 100YRWETWETWET <br />WET <br />WET <br />WET <br />WETWETWETWETWETWETWETWETWETWETWET>> <br />>> <br />>> <br />>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIII>>>III <br />I <br />1014 <br />1015 <br />0 <br />1 234555''x 7'-6'' HYDRANT <br />BREAK=??? <br />6'' WATERMAIN <br />8''x6'' REDUCER <br />8''x22.5° BEND <br />8''x11.25° BEND 8'' WATERMAIN <br />8''x22.5° BEND 8''x22.5° BEND <br />8'' GV & BOX <br />R=918.71 <br />8''x8'' TEE8'' WATERMAINSP-8 350'x10" @ 0.30%S-8 <br />R=921.27 <br />I=900.50 (10'') SP-9 <br />I=900.40 (10'') SP-8 SP-9 194'x10" @ 0.30%FES-21 <br />I=908.93 <br />FES-22A <br />I=910.20 <br />P-22 25'x12" @ 5.00%P-21 25'x12" @ 5.00% <br />FES-21A <br />I=910.20 <br />FES-22 <br />I=908.93 <br />8''x11.25° BEND <br /> 885 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 885 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br />0+25914.40+50911.00+75909.0911.181+00907.1910.921+25906.3909.251+50906.2909.251+75906.6909.252+00906.2909.252+25906.4909.142+50906.7909.762+75907.1911.123+00906.7911.513+25907.0911.463+50906.1913.963+75906.0916.744+00905.5919.394+25904.7919.154+50904.8918.884+75905.1919.045+00904.9920.588''x8'' TEE <br />TOP=910.94 <br />8''x6'' REDUCER <br />TOP=903.22 <br />8''x22.5° BEND <br />TOP=903.02 <br />8''x22.5° BEND <br />TOP=901.56 <br />8'' WATERMAIN <br />8''x11.25° BEND <br />TOP=901.94 <br />8''x22.5° BEND <br />TOP=903.11 <br />8'' GV & BOX <br />TOP=910.71 <br />6'' WATERMAIN <br />5''x 7'-6'' HYDRANT <br />SP-8 (10") <br />P-22 (12")P-21 (12") <br />℄185TH AVENUENOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />7.5' MIN. BURY DEPTH <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <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 - 7.7 P&P - REAR YARDS (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 />DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.7 P&P - REAR YARDS (P2).DWG SAVED BY: TODD.KIRK 115OF <br />65 <br />- <br />2024-08-26 <br />22-26553 <br />65 PLANNED UTILITY CONSTRUCTION <br /> 300 26553 65 <br />ELK RIVER MINNESOTA <br />PLANNED UTILITY <br />CONSTRUCTION <br />0 <br />SCALE IN FEET <br />20 40 <br />TTK <br />TTK <br />JDF <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP. <br />RIGHT OF WAY, TYP. <br />OUTLOT E WATERMAIN STATION 0+00 TO 5+25 <br />Page 217 of 294