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Public Utility PlanIRIRIRIRIRIRIRIRIRIRIRIRIRWTRWTRWTRWTRSTMIR IR IR IR IR IR IR IRCOCOSTMSTMSTMRDUG-EUG-EJBIRVIRVPOEUG-EUG-EUG-EUG-EUG-EUG-EUG-EUG-EUG-EIRVIRVRDPOEJBSAN SANSANUG-ECOCO IRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIR IRIRIRIRIRIRIRIRIRIRIRIRIROW OWIR IR IR IR IR IR 7+008+009+0010+0011+00253525402545255025557+008+002548.9 2548.88 2548.6 2548.59 9+002548.4 2548.39 2548.2 2548.19 4' COVER (MIN)209' - WATER MAIN, 8 INCH, PVC C-900EXISTING 3"IRRIGATION PIPEPROJECT No.100 Grandville, Suite 030Grand Rapids, MI 49503616.458.5554DRAWN BY:CHECKED:COPYRIGHT 2018-ALL RIGHTS RESERVED. THIS DRAWING REMAINS THE PROPERTY OF HENRICKSON ARCHITECTURE AND PLANNING AND IS FOR USE ONLY AS AUTHORIZED BY HENRICKSON ARCHITECTURE AND PLANNING PARADIGM DESIGN4650 E Cotton Center Blvd, Suite 110Phoenix, AZ 85040(602) 374-4066www.paradigmae.com|Grand Rapids | Phoenix I Traverse CityENGINEERSARCHITECTS2001004PH JLDFJOB #: 2001004PHFIRM #: 3856(EXP. 01/31/2021)NORTH BLACK CAT ROAD, MERIDIAN, IDAHO 3033 Orchard Vista Dr., Suite 309 Grand Rapids, MI 49546 Ph: 616.682.6100 AVIATOR STREET IMPROVEMENTS NOT F O R C O N S T R U C T I O N CZC-BID SET07.29.20PROPOSED GRADEEXISTING GRADEN030'60'HORIZONTAL: 1" = 30'VERTICAL: 1" = 5'50 S Cole RdBoise, ID 83709800-342-1585208-342-1585W AVIATOR ST20 L.F.1169 L.F.155CONNECT TOEXISTING WATER20 L.F.120 L.F.1CONTROL POINTT-POST MONUMENTNAIL IN WASHERPROPERTY IRONEXISTING LEGENDPROPERTY LINECENTER LINEBITUMINOUSMONUMENTBRASS CAPMONUMENTALUMINUM CAPMONUMENTDITCHFENCEIRRIGATION LINESANITARY SEWERSTORM SEWERUNDERGROUND ELECTRICLANDSCAPE CURBCURB & GUTTERCONCRETEPOND / EDGE OF WATERRIP RAPWATER MAINNOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS ORSTRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLERECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT ASSHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARYMEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTORFURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS ANDSTRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALLPOTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEENTHE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.REDUCER ATEND OF LINEBEFORE HYDRANTWATER CONSTRUCTION KEYNOTES:1.INSTALL 8" PVC C-900 WATER MAIN. LENGTH AS NOTED ON PLAN.2.INSTALL WATER LINE TEE - 8" x 8" x 6", WITH THRUST BLOCKING PER ISPWC SD-4033.INSTALL WATER LINE TEE - 8" x 8" x 8", WITH THRUST BLOCKING PER ISPWC SD-4034.INSTALL REDUCER WITH THRUST BLOCKING PER ISPWC SD-403. SIZE AS NOTED ON PLAN5.INSTALL FIRE HYDRANT PER COM STD. DWGS W8 & W96.INSTALL 8" WATER VALVE WITH THRUST BLOCKING PER ISPWC SD-4037.REMOVE AND RELOCATE EXISTING FIRE HYDRANT. CONNECT TO EXISTING WATER.8.INSTALL 8" WATER CAP.8.7'WILLIS M. HADLOCK Jr., P.E.ID - REGISTRATION #15063EXP. DATE 01/31/2021C-202WATER MAIN PLAN &PROFILEIRIRIRSANSANSTMSTMUG-EUG-EWTRWTRSEE COMPASS EAST IMPROVEMENT PLANSFOR ONSITE WATER PLAN & PROFILEPROPOSED LEGENDSIGNSINGLE CURBSTANDARD DUTY BITUMINOUSCONCRETE SIDEWALKPOND / BASINWATER MAINDITCHFENCETEERIP RAPIRRIGATION PIPEREDUCERIRIRIRIRIRCENTER LINESTANDARD CURB & GUTTER(SHEET C-502/SD-615-1)LANDING AREADETECTABLE WARNING(SHEET C-503/SD-614-3)FLARED END SECTION(SHEET C-501/DETAIL #2)HYDRANT(SHEET C-504/SD-W8)SPILLWAY(SHEET C-504/SD-626)WATER VALVE(SHEET C-504/SD-W11)W. AVIATOR STREETPUBLIC WATER LINE26STA. 8+11.42, 8.7' LT2 - 8" VALVE8STA. 8+31.38, 28' LT36STA. 8+31.55, 8.7' LT PROPOSED 145'X77' TEMPORARY TURNAROUND EASEMENT TO BE DEEDED BY OTHERSPROPOSED 10' IRRIGATION EASEMENT TO BE DEEDED BY OTHERS.EXISTING 8" WATER LINE64STA. 9+96.49, 8.7' LT2548.882550.00 253525402545255025552535254025452550255520+002547.22546.32548.7921+002546.6 2546.7 2546.68 22+002546.9 2547.65 2547.3 2548.15 23+002547.7 2548.64 23+50278' - WATER MAIN, 6 INCH, PVC C-9004' COVER (MIN)IR IR IR IR IR IR IR IR B.F.WTR WTR WTR STM STM STM IRIRIRIRIRIRIRIRSTM STM STM RD UG-E JB IRVIRVPOE UG-E UG-E UG-E UG-E UG-EIRVIRV CB CB CB RD JB CB IRVIRVPOE RD JB CB RD JBUG-ESTMCO CO 2" 2" 2" 2" 2" N89° 15' 44"W 205.90'IR IR IR IR IR IR IR IR IR IR IRIRIRIRIRIRIRIRIRIRIRIR IRIRIRIRIRIRIRIRIRIRIRIRIRIR20+0021+0022+0023+0023+50 PROJECT No.100 Grandville, Suite 030Grand Rapids, MI 49503616.458.5554DRAWN BY:CHECKED:COPYRIGHT 2018-ALL RIGHTS RESERVED. THIS DRAWING REMAINS THE PROPERTY OF HENRICKSON ARCHITECTURE AND PLANNING AND IS FOR USE ONLY AS AUTHORIZED BY HENRICKSON ARCHITECTURE AND PLANNING PARADIGM DESIGN4650 E Cotton Center Blvd, Suite 110Phoenix, AZ 85040(602) 374-4066www.paradigmae.com|Grand Rapids | Phoenix I Traverse CityENGINEERSARCHITECTS2001004PH JLDFJOB #: 2001004PHFIRM #: 3856(EXP. 01/31/2021)NORTH BLACK CAT ROAD, MERIDIAN, IDAHO 3033 Orchard Vista Dr., Suite 309 Grand Rapids, MI 49546 Ph: 616.682.6100 EAST PARCEL ONSITE IMPROVEMENTS NOT F O R C O N S T R U C T I O N CZC-BID SET07.29.20PROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADECONTROL POINTT-POST MONUMENTNAIL IN WASHERPROPERTY IRONEXISTING LEGENDPROPERTY LINECENTER LINEBITUMINOUSMONUMENTBRASS CAPMONUMENTALUMINUM CAPMONUMENTDITCHFENCEIRRIGATION LINESANITARY SEWERSTORM SEWERUNDERGROUND ELECTRICLANDSCAPE CURBCURB & GUTTERCONCRETEPOND / EDGE OF WATERRIP RAPWATER MAINN030'60'HORIZONTAL: 1" = 30'VERTICAL: 1" = 5'WATER CONSTRUCTION KEYNOTES:1.INSTALL 6" PVC C-900 WATER MAIN. LENGTH AS NOTED ON PLAN.2.INSTALL 6" 90° BEND WITH THRUST BLOCKING PER ISPWC SD-4033.INSTALL WATER LINE TEE - 6" x 6" x 6", WITH THRUST BLOCKING PER ISPWC SD-4034.INSTALL FIRE HYDRANT PER COM STD. DWGS W8 & W95.INSTALL 6" WATER VALVE WITH THRUST BLOCKING PER ISPWC SD-4036.RELOCATED EXISTING FIRE HYDRANT.7.POTABLE/NON POTABLE CROSSING. SEE NOTES SHEET C-001.W AVIATOR ST 5562439 L.F.1233 L.F.244PROPOSED 20'WATER LINE EASEMENT50 S Cole RdBoise, ID 83709800-342-1585208-342-1585NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS ORSTRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLERECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT ASSHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARYMEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTORFURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS ANDSTRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALLPOTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEENTHE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.10'WILLIS M. HADLOCK Jr., P.E.ID - REGISTRATION #15063EXP. DATE 01/31/2021C-201ONSITE WATER MAINPLAN & PROFILE6 L.F.1IRIRIRSANSANSTMSTMUG-EUG-EWTRWTRPROPOSED LEGENDSIGNSTANDARD DUTY BITUMINOUSPOND / BASINWATER MAINDITCHFENCETEERIP RAPIRRIGATION PIPEIRIRIRIRIRCENTER LINESTANDARD CURB & GUTTER(SHEET C-502 / SD-615-1)LANDING AREADETECTABLE WARNING(SHEET C-501/DETAIL #9)FLARED END SECTION(SHEET C-501/DETAIL #5)HYDRANT(SHEET C-502/SD-W8)SPILLWAY(SHEET C-501/DETAIL #4)BUMPER BLOCK(SHEET C-501/DETAIL #7)SINGLE CURB(SHEET C-502 / SD-615-1)WATER VALVE(SHEET C-502/SD-W11)(SHEET C-501/DETAIL#2)CONCRETE SIDEWALK(SHEET C-501/DETAIL#1)PROPOSED 8" OFFSITE PUBLIC WATER MAIN EXTENSION(SEE W AVIATOR ST IMPROVEMENT PLANS)535EXISTING 3" IRRIGATION LINE7STA. 20+79.9316 L.F.EXISTING 8" WATER LINESTA. 23+12.87S00°36' 06"WSTA. 20+45.26S00°36'01"W