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HomeMy WebLinkAboutP_Civil_Construction_Plans_240310_v316.0' 8.0' 8.0' 4.0' 160TH AVENUE SESE 141ST PLACESDSDSDSDSSCBRIM = 439.70'INV S 12"CPEP = 436.80'SSMHRIM = 440.00'IE = 430.09'CBRIM = 437.96'INV N-S 12"CPEP= 435.66'OHUOHUOHUOHUOHU30.01'S0°24'36"W 132.00'S88°18'18"E423.95'S0°24'36"W 393.37'FOUND 3" BRASSDISK IN CASE 0.3'DOWNPARCEL NO .142305-9029PARCEL NO .142305-9036PARCEL NO .142305-9041S88°18'17"E293.88'N0°26'22"E 124.54'N88°28'16"W293.93'S0°24'36"W 123.68'XXXXXXXXXXXXXXXXXXXXXXXXXXD F 2 2 D F 1 8DF18DS16DS14*D F 2 0 DF16DF10D F 1 8 C E 2 4 CE28DF36DF16C E 7 2 CE8CE22D F 1 6DS18*DS8*DS10*D S 1 4 D S 6 DF16XXXXXXXXXXXXXXXXXPARCEL NO .142305-9060PARCEL NO .142305-90560.9'7.1'34.5'0.9'7.0'45.2'12.1'11.9'44.3'20.0'20.1'37.3'SDSDSDCBRIM = 436.90'INV N 12"CPEP = 434.20'INV S 12"CPEP= 434.10'INV 12"CPEP= 433.69'INV 12"CPEP= 431.76'EXISTING ONESTORY HOUSERH = 449.6'TO REMAINOHP OHPOHP OHP OHP 16.8' 19.7'79.9'104.6'DECKROOFOVERHANGWATERFEATUREFF = 437.4'FF = 438.6'SHEDSHEDS T 3 0 0.4'5.5'0.3' 0.9' 0.1' 0.6' 0.5' 0.3' 0.4' 0.9'0.7'3.2'OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMHRIM = 432.34'IE = 423.51'FOUND REBAR &CAP (38964)FOUND REBAR &CAP (38964)CBRIM = 433.50'OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU43043243443643843843 8 438436434432438438HVACPSSW W W W W W W W W W W W W W W WWWWWWWWWWWWWWWGATE114.00'179.93'114.00'179.88'8' LANDSCAPESTRIP28.0' 8.0'SE 7TH STREETSEWER MAINEXIST. 10" SDSDSDSD SD SD SD SD SD STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWEREXIST. 30" CBRIM = 437.82'INV N-S 30" PP= 433.33'CBRIM = 436.97'INV N-S 30" PP= 433.17'CBRIM = 435.95'INV N-S 30" DI= 432.01'CBRIM = 435.18'INV N-S 30" PVC= 429.60'28' INGRESS,EGRESS & UTILITYTRACTPARCEL B16,551 S.F. PARCEL A11,820 S.F.PARCEL NO .142305-9011TRACT A6,146 S.F.TRACT B1,951 S.F.100' X 70' MINIMUM LOT SIZING 21-1273 Billing SP C01 COVERSHEET.dwg BILLINGS SHORT PLATCALL 48 HOURSBEFORE YOU DIG!1-800-424-5555PROJECT NO.:C-01160TH AVENUE SE COVER SHEET OF6SHEET NO.1DESIGNED BY: DRAWN BY: REVIEWED BY: SCALE: DATE: - - PEC PEC PEC AS SHOWN - -- REV.DATE DESCRIPTION BY BILLINGS SHORT PLAT 14103 160TH AVE. SE 8/14/2022 2621 NE 109TH STREET PATRICK E. CARROLL, PE PEC DESIGN AND CONSULTING, LLC PAT@PECDESIGN.NET VANCOUVER, WA 98686 (503) 849-1646 1/8/241 REV. STORM PEC 4/24/2024---- ---- ---- 160TH AVENUE SESE 141ST PLACESDSDSDSDSDSDSSSSSSCBRIM = 439.70'INV S 12"CPEP = 436.80'SSMHRIM = 440.00'IE = 430.09'CBRIM = 437.96'INV N-S 12"CPEP= 435.66'OHUOHUOHUOHUOHUOHUOHU30.01'S88°18'18"E200.00'S0°24'36"W 132.00'S88°18'18"E423.95'S0°24'36"W 393.37'260.66'FOUND 2"BRASS DISK INCASE 0.6' DOWNFOUND 3" BRASSDISK IN CASE 0.3'DOWNPARCEL NO .142305-9029PARCEL NO.142305-9036PARCEL NO.142305-9041S88°18'17"E293.88'N0°26'22"E124.54'N88°28'16"W293.93'S0°24'36"W 123.68'XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDF22DF18DF18DS16DS14*DF20DF16 DF10DF18CE24C E 2 8 DF36DF16C E 7 2 CE8CE22DF16DS18*DS8*DS10*DS14DS6DF16XXXXXXXXXXXXXXXXXXXXXPARCEL NO.142305-9060PARCEL NO .142305-90560.9'7.1'34.5'0.9'7.0'45.2'12.1'11.9'44.3'20.0'20.1'37.3'SDSDSDCBRIM = 436.90'INV N 12"CPEP = 434.20'INV S 12"CPEP= 434.10'INV 12"CPEP= 433.69'INV 12"CPEP= 431.76'EXISTING ONESTORY HOUSERH = 449.6'TO REMAINOHPOHPOHPOHPOHPOHPOHP16.8' 19.7'79.9'104.6'DECKROOFOVERHANGWATERFEATUREFF = 437.4'FF = 438.6'SHEDSHEDS T 3 0 0.4'5.5'0.3'0.9' 0.1' 0.6' 0.5' 0.3' 0.4'0.9'0.7'3.2'OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFOUND REBAR &CAP (38964)FOUND REBAR &CAP (38964)CBRIM = 433.50'OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU4304324344364384384 3 8 438436434432438438HVACPSSSSW W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWGATEW114.00'179.93'114.00'179.88'8' LANDSCAPESTRIP28.0' 8.0'SE 7TH STREETSEWER MAINEXIST. 10" SDSDSDSDSD SD SD SD SD SD SD SD SD SD SD STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWEREXIST. 30" CBRIM = 437.82'INV N-S 30" PP= 433.33'CBRIM = 436.97'INV N-S 30" PP= 433.17'CBRIM = 435.95'INV N-S 30" DI= 432.01'CBRIM = 435.18'INV N-S 30" PVC= 429.60'28' INGRESS,EGRESS & UTILITYTRACTPARCEL B16,551 S.F. PARCEL A11,820 S.F.PARCEL NO .142305-9011TRACT A6,146 S.F.TRACT B1,951 S.F.100' X 70' MINIMUM LOT SIZING28.0' 16.0' 8.0' 8.0' 4.0' 14.0'14.0'16.0'8.0'5.0'30.0'30.0'60.0'16.0' 8.0' 8.0' 4.0'FOUND MONUMENT AS DESCRIBEDFOUND REBAR AS DESCRIBEDXOHPOVERHEAD POWEROVERHEAD UTILITIESCHAINLINK FENCEWOOD FENCEOHUPOWER METERUTILITY POLEPSANITARY SEWER MANHOLEWATER VALVEFIRE HYDRANTWATER METERCATCH BASINMAILBOX* INDICATES MULTI-TRUNKCEDFDSSTASPHALT SURFACECONCRETE SURFACEGRAVEL SURFACECEDARDOUGLAS FIRDECIDUOUSSTUMPPROJECT NO.:C-02OF6SHEET NO.2DESIGNED BY: DRAWN BY: REVIEWED BY: SCALE: DATE: - - - -- REV.DATE DESCRIPTION BY COMPOSITE PLAN PEC PEC PEC AS SHOWN 2621 NE 109TH STREET PATRICK E. CARROLL, PE PEC DESIGN AND CONSULTING, LLC PAT@PECDESIGN.NET VANCOUVER, WA 98686 (503) 849-1646160TH AVENUE SE BILLINGS SHORT PLAT 14103 160TH AVE. SE 8/14/2022 1/8/241 REV. STORM PEC ---- ---- ----4/24/2024 SE 140TH STREET160TH AVENUE SESE 141ST PLACESDSDSDSDSDSDSSSSSSCBRIM = 439.70'INV S 12"CPEP = 436.80'SSMHRIM = 440.00'IE = 430.09'CBRIM = 437.96'INV N-S 12"CPEP= 435.66'OHUOHUOHUOHUOHUOHUOHU30.01'S88°18'18"E200.00'S0°24'36"W 132.00'S88°18'18"E423.95'S0°24'36"W 393.37'N88°19'01"W260.66'FOUND 2"BRASS DISK INCASE 0.6' DOWNFOUND 3" BRASSDISK IN CASE 0.3'DOWNPARCEL NO .142305-9029PARCEL NO.142305-9036PARCEL NO.142305-9041S88°18'17"E293.88'N0°26'22"E124.54'N88°28'16"W293.93'S0°24'36"W 123.68'XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDF22DF18DF18 DS16DS14*DF20DF16DF10DF18CE24C E 2 8 DF36DF16CE72CE8CE22DF16DS18*DS8*DS10*DS14 DS6 DF16XXXXXXXXXXXXXXXXXXXXXPARCEL NO.142305-9060PARCEL NO .142305-90560.9'7.1'34.5'0.9'7.0'45.2'12.1'11.9'44.3'20.0'20.1'37.3'SDSDSDCBRIM = 436.90'INV N 12"CPEP = 434.20'INV S 12"CPEP= 434.10'INV 12"CPEP= 433.69'INV 12"CPEP= 431.76'EXISTING ONESTORY HOUSERH = 449.6'TO REMAINOHPOHPOHPOHPOHPOHPOHP16.8' 19.7'79.9'104.6'DECKROOFOVERHANGWATERFEATUREFF = 437.4'FF = 438.6'SHEDSHEDST300.4'5.5'0.3'0.9' 0.1' 0.6' 0.5' 0.3' 0.4'0.9'0.7'3.2'OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFOUND REBAR &CAP (38964)FOUND REBAR &CAP (38964)CBRIM = 433.50'OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU4304324344364384384 3 8 438436434432438438HVACPSSSSW W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWGATEW114.00'179.93'114.00'179.88'8' LANDSCAPESTRIP28.0' 8.0'SE 7TH STREETSEWER MAINEXIST. 10" SDSDSDSDSD SD SD SD SD SD SD SD SD SD SD STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWEREXIST. 30" CBRIM = 437.82'INV N-S 30" PP= 433.33'CBRIM = 436.97'INV N-S 30" PP= 433.17'CBRIM = 435.95'INV N-S 30" DI= 432.01'CBRIM = 435.18'INV N-S 30" PVC= 429.60'28' INGRESS,EGRESS & UTILITYTRACTPARCEL B16,551 S.F. PARCEL A11,820 S.F.PARCEL NO .142305-9011TRACT A6,146 S.F.TRACT B1,951 S.F.100' X 70' MINIMUM LOT SIZINGPROJECT NO.:C-03OF6SHEET NO.3DESIGNED BY: DRAWN BY: REVIEWED BY: SCALE: DATE: - - - -- REV.DATE DESCRIPTION BY 1/8/241 REV. STORM PEC STORMWATER PLANCALL 48 HOURSBEFORE YOU DIG!1-800-424-5555PEC PEC PEC AS SHOWN 2621 NE 109TH STREET PATRICK E. CARROLL, PE PEC DESIGN AND CONSULTING, LLC PAT@PECDESIGN.NET VANCOUVER, WA 98686 (503) 849-1646160TH AVENUE SE BILLINGS SHORT PLAT 14103 160TH AVE. SE 8/14/2022 ---- ---- ----4/24/2024 SE 140TH STREET160TH AVENUE SE SDSDSSCBRIM = 439.70'INV S 12"CPEP = 436.80'SSMHRIM = 440.00'IE = 430.09'CBRIM = 437.96'INV N-S 12"CPEP= 435.66'SSMHRIM = 442.39'OHUOHUOHU30.01'S88°18'18"E200.00'S0°24'36"W 132.00'S88°18'18"E423.95'S0°24'36"W 393.37'N88°19'01"W260.66'FOUND 2"BRASS DISK INCASE 0.6' DOWNFOUND 3" BRASSPARCEL NO .142305-9029PARCEL NO .142305-9097PARCEL NO.142305-9036PARCEL NO.142305-9041S88°18'17"E293.88'N0°26'22"E124.54'N88°28'16"W293.93'S0°24'36"W 123.68'XXXXXXXXXXXXXXXXDF22DF18DF18DS16DS14*DF20DF16DF10DF18CE24 CE28DF36DF16C E 7 2 CE8CE22DF16DS18*DS8*DS10*DS14 DS6 DF16XXXXXXXXXXPARCEL NO.142305-9060PARCEL NO .142305-90560.9'7.1'34.5'0.9'7.0'45.2'12.1'11.9'44.3'20.0'20.1'37.3'SDCBRIM = 436.90'INV N 12"CPEP = 434.20'INV S 12"CPEP= 434.10'INV 12"CPEP= 433.69'INV 12"CPEP= 431.76'EXISTING ONESTORY HOUSERH = 449.6'TO REMAINOHPOHPOHP16.8' 19.7'79.9'104.6'DECKROOFOVERHANGWATERFEATUREFF = 437.4'FF = 438.6'SHEDSHEDST300.4'5.5'0.3'0.9' 0.1' 0.6' 0.5' 0.3' 0.4'0.9'0.7'3.2'OHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSFOUND REBAR &CAP (38964)FOUND REBAR &CAP (38964)CBRIM = 433.50'OHUOHUOHUOHUOHUOHUOHU4304324344364384384 3 8 438436434432438438HVACPSSW W W W W W W W W W WWWWWWWWWWGATE114.00'179.93'114.00'179.88'8' LANDSCAPESTRIP28.0' 8.0'SE 7TH STREETSEWER MAINEXIST. 10" SDSDSD SD SD SD SD SD STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWEREXIST. 30" CBRIM = 437.82'INV N-S 30" PP= 433.33'CBRIM = 436.97'INV N-S 30" PP= 433.17'CBRIM = 435.95'INV N-S 30" DI= 432.01'CBRIM = 435.18'INV N-S 30" PVC= 429.60'28' INGRESS,EGRESS & UTILITYTRACTPARCEL B16,551 S.F. PARCEL A11,820 S.F.PARCEL NO .142305-9011TRACT A6,146 S.F.TRACT B1,951 S.F.100' X 70' MINIMUM LOT SIZINGPROJECT NO.:C-04OF6SHEET NO.4DESIGNED BY: DRAWN BY: REVIEWED BY: SCALE: DATE: - - - -- REV.DATE DESCRIPTION BY SANITARY SEWER PLANCALL 48 HOURSBEFORE YOU DIG!1-800-424-5555PEC PEC PEC AS SHOWN 2621 NE 109TH STREET PATRICK E. CARROLL, PE PEC DESIGN AND CONSULTING, LLC PAT@PECDESIGN.NET VANCOUVER, WA 98686 (503) 849-1646160TH AVENUE SE BILLINGS SHORT PLAT 14103 160TH AVE. SE 8/14/2022 1/8/241 REV. STORM PEC ---- ---- ----4/24/2024 160TH AVENUE SESE 141ST PLACESDSDSDSDSDSDSSSSSSCBRIM = 439.70'INV S 12"CPEP = 436.80'SSMHRIM = 440.00'IE = 430.09'CBRIM = 437.96'INV N-S 12"CPEP= 435.66'OHUOHUOHUOHUOHUOHUOHU30.01'S88°18'18"E200.00'S0°24'36"W 132.00'S88°18'18"E423.95'S0°24'36"W 393.37'260.66'FOUND 2"BRASS DISK INCASE 0.6' DOWNFOUND 3" BRASSDISK IN CASE 0.3'DOWNPARCEL NO .142305-9029PARCEL NO.142305-9036PARCEL NO.142305-9041S88°18'17"E293.88'N0°26'22"E124.54'N88°28'16"W293.93'S0°24'36"W 123.68'XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDF22DF18DF18 DS16DS14*DF20DF16DF10DF18CE24CE28 DF36DF16C E 7 2 CE8CE22DF16DS18*DS8*DS10*DS14 DS6 DF16XXXXXXXXXXXXX XXXXXXXXPARCEL NO.142305-9060PARCEL NO .142305-90560.9'7.1'34.5'0.9'7.0'45.2'12.1'11.9'44.3'20.0'20.1'37.3'SDSDSDCBRIM = 436.90'INV N 12"CPEP = 434.20'INV S 12"CPEP= 434.10'INV 12"CPEP= 433.69'INV 12"CPEP= 431.76'EXISTING ONESTORY HOUSERH = 449.6'TO REMAINOHPOHPOHPOHPOHPOHPOHP16.8' 19.7'79.9'104.6'DECKROOFOVERHANGWATERFEATUREFF = 437.4'FF = 438.6'SHEDSHEDST300.4'5.5'0.3'0.9' 0.1' 0.6' 0.5' 0.3' 0.4'0.9'0.7'3.2'OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMHRIM = 432.34'FOUND REBAR &CAP (38964)FOUND REBAR &CAP (38964)CBRIM = 433.50'OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU4304324344364384384 3 8 438436434432438438HVACPSSSSW W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWGATEW114.00'179.93'114.00'179.88'8' LANDSCAPESTRIP28.0' 8.0'SE 7TH STREETSEWER MAINEXIST. 10" SDSDSDSDSD SD SD SD SD SD SD SD SD SD SD STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWEREXIST. 30" CBRIM = 437.82'INV N-S 30" PP= 433.33'CBRIM = 436.97'INV N-S 30" PP= 433.17'CBRIM = 435.95'INV N-S 30" DI= 432.01'CBRIM = 435.18'INV N-S 30" PVC= 429.60'28' INGRESS,EGRESS & UTILITYTRACTPARCEL B16,551 S.F. PARCEL A11,820 S.F.PARCEL NO .142305-9011TRACT A6,146 S.F.TRACT B1,951 S.F.100' X 70' MINIMUM LOT SIZING16.0' 8.0' 8.0' 4.0' PROJECT NO.:C-05OF6SHEET NO.5DESIGNED BY: DRAWN BY: REVIEWED BY: SCALE: DATE: - - - -- REV.DATE DESCRIPTION BY WATER PLANCALL 48 HOURSBEFORE YOU DIG!1-800-424-5555PEC PEC PEC AS SHOWN 2621 NE 109TH STREET PATRICK E. CARROLL, PE PEC DESIGN AND CONSULTING, LLC PAT@PECDESIGN.NET VANCOUVER, WA 98686 (503) 849-1646160TH AVENUE SE BILLINGS SHORT PLAT 14103 160TH AVE. SE 8/14/2022 1/8/241 REV. STORM PEC ---- ---- ----4/24/2024 16.0' 8.0' 8.0' 4.0'SE 140TH STREET160TH AVENUE SE SDSDSDSDSDSDSSSSSSCBRIM = 439.70'INV S 12"CPEP = 436.80'SSMHRIM = 440.00'IE = 430.09'CBRIM = 437.96'INV N-S 12"CPEP= 435.66'OHUOHUOHUOHUOHUOHUOHU30.01'S88°18'18"E200.00'S0°24'36"W 132.00'S88°18'18"E423.95'S0°24'36"W 393.37'N88°19'01"W260.66'FOUND 2"BRASS DISK INCASE 0.6' DOWNPARCEL NO .142305-9029PARCEL NO.142305-9036PARCEL NO.142305-9041S88°18'17"E293.88'N0°26'22"E124.54'N88°28'16"W293.93'S0°24'36"W 123.68'XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDF22DF18DF18DS16DS14*DF20DF16DF10DF18CE24 C E 2 8 DF36DF16CE72CE8CE22DF16DS18*DS8*DS10*DS14DS6DF16XXXXXXXXXXXXXXXXXXXXXPARCEL NO.142305-9060PARCEL NO .142305-90560.9'7.1'34.5'0.9'7.0'45.2'12.1'11.9'44.3'20.0'20.1'37.3'SDSDSDCBRIM = 436.90'INV N 12"CPEP = 434.20'INV S 12"CPEP= 434.10'INV 12"CPEP= 433.69'INV 12"CPEP= 431.76'EXISTING ONESTORY HOUSERH = 449.6'TO REMAINOHPOHPOHPOHPOHPOHPOHP16.8' 19.7'79.9'104.6'DECKROOFOVERHANGWATERFEATUREFF = 437.4'FF = 438.6'SHEDSHEDS T 3 0 0.4'5.5'0.3'0.9' 0.1' 0.6' 0.5' 0.3' 0.4'0.9'0.7'3.2'OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSFOUND REBAR &CAP (38964)FOUND REBAR &CAP (38964)CBRIM = 433.50'OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU4304324344364384384 3 8 438436434432438438HVACPSSSSW W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWGATEW114.00'179.93'114.00'179.88'8' LANDSCAPESTRIP28.0' 8.0'SE 7TH STREETSEWER MAINEXIST. 10" SDSDSDSDSD SD SD SD SD SD SD SD SD SD SD STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWER EXIST. 30" STORM SEWEREXIST. 30" CBRIM = 437.82'INV N-S 30" PP= 433.33'CBRIM = 436.97'INV N-S 30" PP= 433.17'CBRIM = 435.95'INV N-S 30" DI= 432.01'CBRIM = 435.18'INV N-S 30" PVC= 429.60'28' INGRESS,EGRESS & UTILITYTRACTPARCEL B16,551 S.F. PARCEL A11,820 S.F.PARCEL NO .142305-9011TRACT A6,146 S.F.TRACT B1,951 S.F.100' X 70' MINIMUM LOT SIZINGSILT FENCE PER 1/C07SILT FENCE PER 1/C07 SILT FENCE PER 1/C07 SILT FENCE PER 1/C07PROJECT NO.:C-06OF6SHEET NO.6DESIGNED BY: DRAWN BY: REVIEWED BY: SCALE: DATE: - - - -- REV.DATE DESCRIPTION BY GRADING PLANCALL 48 HOURSBEFORE YOU DIG!1-800-424-5555PEC PEC PEC AS SHOWN 2621 NE 109TH STREET PATRICK E. CARROLL, PE PEC DESIGN AND CONSULTING, LLC PAT@PECDESIGN.NET VANCOUVER, WA 98686 (503) 849-1646160TH AVENUE SE BILLINGS SHORT PLAT 14103 160TH AVE. SE 11/4/2022 1/8/241 REV. STORM PEC ---- ---- ----4/24/2024