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""’%-’!!:&!,!$#&$’!*(!3$ !)!’#",!$ !!,!$78#.!%#*01!’’$! !)!’#",!$ !!,!$0$#-!!%#*!*"#$#&%!#.$!!)!’#",!$#$&%$#!,$’#0$! $!#$%$#.#$"#6!%$,(-!!:&!*$#!%&!$#,1$!#$&%$#!!’!,$.#,$! #’#*#!"$,!$#.&-’%A!’$*)#,!$7 A80/$!M&’$(#$#’)#?$#,1$! # ,0-!.#!%#,,!% (!$*$&- %$)$!#$#!%& *"!,$0$!$!#$%$# ’’*!)!’#"%#,"!!)!$#,/$! !,!$’7/8"&&$$#A!:&!,!$* &*!’!!/1’’.&$!*!%-!**#%&,!$$!# # %$)$!0"!%$#0*,$!%! #.%#$&%$#= ;/’’#3+, + PVC T S S T T T T EEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /WILLOX LN ACKELSON CONNIE A. KAFKA, AMY PITT, JEAN GBP LLC PEREZ DANIEL A. PEREZ DANIEL A. SOFT GOLD PARK SOUTH RAIN GARDEN REQUIRED VOLUME: 6,199.0 CU. FT. MINIMUM FLAT AREA: 4,219.0 SF PROVIDED VOLUME: 8,162 CU. FT. PROVIDED FLAT AREA: 7,103.0 SF TREATMENT AREA: 358,381 SF WILLOX FARM SHEET NO:P:\987-012\DWG\DRNG\987-012_LID.DWGDRAWING REFERENCE: LID TREATMENT EXHIBIT C. Ortiz 1"=150' AUGUST 2022 LID-1 DRAWN BY: SCALE: ISSUED: NOTES 1. FOR LID RAIN GARDEN CALCULATIONS PLEASE REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED AUG 31, 2022. 2. REFER TO UTILITY PLANS FOR WILLOX FARM FOR ADDITIONAL GRADING AND UTILITY INFORMATION. 3. REFER TO LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON HARDSCAPES. LEGEND PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET UNTREATED AREA TREATMENT AREA NORTH ( IN FEET ) 0 1 INCH = 150 FEET 150 150 Willox Farm On-Site LID Treatment Project Summary Total Impervious Area 473,668 sf Target Treatment Percentage 75% Minimum Area to be Treated by LID measures 355,251 sf Treated Impervious Areas by Treatment Method Rain Garden 358,381 sf Total Treated Impervious Areas 358,381 sf Percent Total Project Area Treated 75.7% !" # $""#%%%% &’$(""" !" )*+)$*+)!,-. *+) "/ 0-%- $*+)"12$"32 4 ,32 !5"612 .)*-%$%% /"!4" 7 *+)$*+).*+)833 $*+)(!2 99*-%:%-.’.-%8 ’;% <9*-%:%-.’*+):=’11 " *+)$*+). =>*+)$*+).*+)>’ $:%*+).%% ! < *+).-$!,-?.*+)! ’<%%$@ -A%@ "" ( $>B"B%-0 )C9 C !3 7 .9 6"4 7 ..-$3!!! 7 9’<%18! $$$5 (!2.- 4 <0C% >%% %%%%D >%%%!-% .9E0-F( -)-: .!=!F( :.4(1BC .:F( !"# $% &’()( *++, -’ >.,C;$4"8F!"8 316,"!G’<G>.,C;G4"8’<1(4"(!"!!H46C / <E%<?9 %%%? %0D 8 (:) ) 6 1 *-%%D FH !"# $% &’()( *++, -’ ! 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XXXGGGGGOHUOHUOHUOHUFOFOFOFOWWXXWWWWWWWWWWWWWW FOFOXGGFOFOWWGGGGGGXXXXXXXXXXXXXXXXXXXXXFOFOFOOHUOHUOHUOHUOHUOHUOHU OHUOHUOHUOHUOHUOHUOHUWWWWWWWGOHU OHUFOFOFOFOFOFOFOFOOHUXGXX X WWWWWWWWWWXXXXXXXXXXXXXXX X X X X X X X XXXX X X X X X X X X X XXXX X X X X X X X X X X X X X X XXFOFOFOFOFOFOFOFOFOGGGGGGGGGFOFOFOFOFOFOFOFOFO E E E E EEEW W W W XXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUXXXXXX PROPERTYBOUNDARY19.01 ac.1PROPERTYBOUNDARYPROPERTYBOUNDARYPROPERTYBOUNDARY1WILLOW LNKEYMAPWEST WILLOX LANESOFTGOLD PARKHICKORY STREETThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONNORTH( IN FEET )01 INCH = 60 FEET6060 120 180DR134PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:ALEGEND:1. REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED MAY 24, 2022 BYNORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.C2 C100Q2(cfs)Q100(cfs)DR1CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOR / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TWWWWWSSWTELECSSMWWTSMMWMXXXXOHUOHUXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHU OHUOHUOHUOHUXXX X XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X XXXXXXE E E E E E E EEEEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUa1a4a5PROPOSEDSWALEPROPOSEDSWALEPROPOSEDSWALEPROPOSEDSWALEPROPOSEDCONCRETE CULVERTFOR DRIVE-OVER CURB,GUTTER AND WALK1.39 ac.C10.36 ac.A10.96 ac.A60.74 ac.A50.79 ac.A40.49 ac.A30.90 ac.D30.84 ac.B11.00 ac.B80.67 ac.D51.90 ac.A70.11 ac.D1a3a6b1c1d5d3d1d20.22 ac.D2A3A3A1A1SAINT THERESE STREETSAINT JOESPH STREETO'BOYLE AVENUEPROPERTYBOUNDARYPROPERTYBOUNDARYPROPERTYBOUNDARY0.24 ac.A2a2WILLOX LN0.41 ac.B20.33 ac.B3b2b3ACKELSON CONNIE A.KAFKA, AMYPEREZ DANIEL A.PROPOSEDCONCRETE CULVERTKEYMAPWEST WILLOX LANESOFTGOLD PARKHICKORY STREETNOT FOR CONSTRUCTIONDR236NORTH( IN FEET )1 inch = ft.Feet040404080 1201. REFER TO THE "PRELIMINARY DRAINAGE REPORT, DATED AUG 31, 2022" BYNORTHERN ENGINEERING DATED FOR ADDITIONAL INFORMATION.2. THE WILLOX FARM PROJECT WILL BE DETAINING THE DIFFERENCE BETWEEN THEHISTORIC 2-YEAR EVENT AND THE DEVELOPED 100-YEAR EVENT.3. LID MEASURES IS PROVIDED VIA RAIN GARDEN.4. ALL PROPOSED STORM SEWER ARE TO BE PRIVATELY OWNED AND MAINTAINED.SWALE SECTIONSPROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:ALEGEND:MATCH LINE - SEE SHEET DR3DR2DR3CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADORC2 C100Q2(cfs)Q100(cfs)SWALE SUMMARY TABLESWALE IDMIN D MIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.40 12.30 8.0 2.0 17.0 3.36A2 - A20.70 11.00 6.0 2.0 7.0 7.19A3 - A3 0.60 9.40 8.0 2.0 4.0 5.43A4 - A4 0.70 14.90 7.0 2.0 12.0 9.10 PVCPVCPVCPVCPVCWWTWX X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X XXXXXX X XXXXXXXXX XXX X a7PROPOSEDSWALEPROPOSEDSWALEPOND 1100-YR DETENTION VOLUME = 2.28 AC-FT100-YR WSEL=4984.52IRRIGATION VOLUME= 4.90 AC-FTMAX. IRRIGATION WSEL=4982.61MIN. PERMANENT WSEL=4981.70PROPOSED RAINGARDEN1.00 ac.B80.09 ac.D40.67 ac.B70.50 ac.B61.25 ac.B90.79 ac.C23.32 ac.C31.90 ac.A7b1b7b6b8b5c3c2c1d5d4d3A2A2A4A4A3A3SAINT THERESE STREETSAINT JEROME STREETO'BOYLE AVENUESAINT FRANCIS STREETPROPOSEDCONCRETE CULVERTFOR DRIVE-OVER CURB,GUTTER AND WALKPROPERTYBOUNDARYPROPERTYBOUNDARYPROPERTYBOUNDARY0.85 ac.B50.21 ac.B4b2b3b4b9PITT, JEANGBP LLCPEREZ DANIEL A.PEREZ DANIEL A.SOFT GOLD PARKPROPOSED POND OUTLET STRUCTUREPROPOSED IRRIGATION PIPETO CITY PONDPROPOSED PONDOUTLET PIPEKEYMAPWEST WILLOX LANESOFTGOLD PARKHICKORY STREETNOT FOR CONSTRUCTIONDR337NORTH( IN FEET )1 inch = ft.Feet040404080 1201. REFER TO THE "PRELIMINARY DRAINAGE REPORT, DATED AUG 31, 2022" BYNORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.2. THE WILLOX FARM PROJECT WILL BE DETAINING THE DIFFERENCE BETWEEN THEHISTORIC 2-YEAR EVENT AND THE DEVELOPED 100-YEAR EVENT.3. LID MEASURES IS PROVIDED VIA RAIN GARDEN.4. ALL PROPOSED STORM SEWER ARE TO BE PRIVATELY OWNED AND MAINTAINED.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:ALEGEND:MATCH LINE - SEE SHEET DR2SWALE SECTIONSDR3DR2CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADORC2 C100Q2(cfs)Q100(cfs)SWALE SUMMARY TABLESWALE IDMIN D MIN TWS1 (n:1)BWS2 (n:1)QA1 - A1 0.40 12.30 8.0 2.0 17.0 3.36A2 - A2 0.70 11.00 6.0 2.0 7.0 7.19A3 - A3 0.60 9.40 8.0 2.0 4.0 5.43A4 - A40.70 14.90 7.0 2.0 12.0 9.10