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^ ϲΖ Ζ t ^ ϰϴϱϰ ' ' ' ''''''''''''' ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ >K<ϭ >Kdϱ ϰΖ Ζ ^ ^ ϰΖ Ζ ^ ^ ϰΖ Ζ ^ ^ ϰΖ Ζ ^ ^ ϰΖ Ζ ^ ^ ϰΖ Ζ ^ ^ ϰΖ Ζ ^ ^ ϰΖ Ζ ^ ^ ϰΖ Ζ ^ ^ ϰΖ Ζ ^ ^ ϰΖ Ζ ^ ^ ϰΖΖ^^ϰΖΖ^^ϰΖΖ^^ϰΖΖ^^ϰΖΖ^^ϰΖΖ^^ϰΖΖ^^ϰΖΖ^^ϰΖΖ^^ϰΖΖ^^ϰΖΖ^^ ϭ͘ϱΖΖt ϭ͘ϱΖΖt ϭ͘ϱΖΖt ϭ͘ϱΖΖt ϭ͘ ϱ Ζ Ζ t ϭ͘ ϱ Ζ Ζ t ϭ͘ ϱ Ζ Ζ t ϭ͘ ϱ Ζ Ζ t ;ϭ Ϯ Ζ Ζ ^ ϰ ϮϬΖ >'&&͗ ϱϱ͘ϰϬ ϮϰΖ ϮϬΖ ϮϬΖ ϮϰΖ ϭϯΖ Ϯϰ Ζ ϮϬ Ζ ϭ ϯ Ϯ Ϯ Ϯ ϯ ϯ ϯ ϯ ϰ Ϯ ϳ ϱ ϱ ϱ ϱ ϱ ϱ ϱ ϴ ϴ ϵ ϭϬ ϭϭ ϭϭ ϰ ϰ ϯ ϯ ϰ ϭϳ͘ϱϬΖ ϭϯϱ͘ϲϯΖ ϭϱ ϳ ͘ ϴ ϯ Ζ ϱϵ ͘ ϯ ϴ Ζ ϭ ϲ ϯ Ϯ Ϯ Ϯ Ϯ Ϯ Ϯ Ϯ Ϯ ϯϰ͘ϭϭΖ ϲϲ ͘ ϲ ϴ Ζ ϭ Ϯ Ϯ Ϯ ϭ ϭϬΖ ϰϰ Ζ Ϯ AG L E R O C K N G I N E E R I N G ^h Z s z z ͗ Z t E z ͗ WZ K : d E K ͘ W W Z K s z ͗ ^ Z / W d / K E d Z s / ^ / K E ^ ϭ Ϯ ϯ ϰ ϱ ϲ d d E d / K E dŚ ŝ Ɛ Ě Ž Đ Ƶ ŵ Ğ Ŷ ƚ Ž ƌ Ă Ŷ Ǉ Ɖ Ă ƌ ƚ ƚ Ś Ğ ƌ Ğ Ž Ĩ ŝ Ŷ Ě Ğ ƚ Ă ŝ ů Ž ƌ Ě Ğ Ɛ ŝ Ő Ŷ Đ Ž Ŷ Đ Ğ Ɖ ƚ ŝƐ ƚ Ś Ğ Ɖ ƌ Ž Ɖ Ğ ƌ ƚ Ǉ Ž Ĩ Ă Ő ů Ğ Z Ž Đ Ŭ Ŷ Ő ŝ Ŷ Ğ Ğ ƌ ŝ Ŷ Ő Ă Ŷ Ě Ɛ Ś Ă ů ů Ŷ Ž ƚ ď Ğ ĐŽ Ɖ ŝ Ğ Ě ŝ Ŷ Ă Ŷ Ǉ Ĩ Ž ƌ ŵ ǁ ŝ ƚ Ś Ž Ƶ ƚ ƚ Ś Ğ ǁ ƌ ŝ ƚ ƚ Ğ Ŷ Ă Ƶ ƚ Ś Ž ƌ ŝ ǌ Ă ƚ ŝ Ž Ŷ Ž Ĩ Ă Ő ů Ğ ZŽ Đ Ŭ Ŷ Ő ŝ Ŷ Ğ Ğ ƌ ŝ Ŷ Ő ͘ E ^, d E K ͘ ^, d E D CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 WZ W Z & K Z ͗ D d d / ^ W Z d E Z ^ , / W K d > ^ / d W > E ͘ ^ E Z Z >͘ > h ^ < W͘ ^ E Z Z Ϯϯ ϭ ϲ Ϯ ϭϲ ϰ ϭ Ϭ 1- 1 9 - 2 4 ϯ Ͳ ϭ Ks Z > > ^ / d W > E &ŝ ů Ğ > Ž Đ Ă ƚ ŝ Ž Ŷ ͗ ǌ ͗ Ͱ Ϯ Ϭ Ϯ ϯ Ͱ Ϯ ϯ ϭ ϲ Ϯ Đ Ś ŝ Ɖ Ž ƚ ů Ğ ƌ Ğ ǆ ď Ƶ ƌ Ő Ͱ ϯ ͘ Ϭ Ě Ğ Ɛ ŝ Ő Ŷ Ͱ ϯ ͘ ϭ Đ Ă Ě Ͱϯ ͘ ϭ ϯ Ĩ ŝ Ŷ Ă ů Ͱ Ϯ ϯ ϭ ϲ Ϯ Ž ǀ Ğ ƌ Ă ů ů Ɛ ŝ ƚ Ğ Ɖ ů Ă Ŷ ͘ Ě ǁ Ő Wů Ž ƚ ƚ Ğ Ě Ǉ ͗ Ă Ŷ Ő ŝ Ğ Ă ƚ Ğ W ů Ž ƚ ƚ Ğ Ě ͗ & ƌ ŝ Ě Ă Ǉ ͕ : Ă Ŷ Ƶ Ă ƌ Ǉ ϭ ϵ Ϯ Ϭ Ϯ ϰ Ă ƚ Ϭ ϰ ͗ ϯ ϱ W D ϬϮϬΖ ϮϬΖϭϬΖ ^>͗ϭΗсϮϬΖ ^W,>dWs/E'WZd/>ϵKE^,dͲϭ͘ ϰΗ^E/dZz^tZ^Zs/WZ>d^dZs/^/KEK&/dzK&ZyhZ'^dEZ^͘ ϭ͘ϱΖ>/WhWhZWZd/>ϳKE^,dͲϭ͘ /E^d>>^dKZDZ/EDE,K>WZ/dzK&ZyhZ'^dEZ^͘ Ws/E'EZ/E'KE^dZhd/KE/dD^ ^tZKE^dZhd/KE/dD^ ϭ Ϯ ϰ ϲ /E^d>>ZDWEdZhEdKD^WZ/dzK&ZyhZ' ^dEZ^͘ ϭ tdZKE^dZhd/KE/dD^ ϱ d,^/EWZd/>ϯKE^,dͲϭ͘ ϭ Ϯ ϳ ϴ ϯ ϵ ϲΖ^/t><WZ/dzK&ZyhZ'^dEZ^͘ ϭϬ ϭ͘ϱΖ>/WKtEhZWZd/>ϴKE^,dͲϭ͘ ϱΖ^/t><WZ/dzK&ZyhZ'^dEZ^͘ dZ^,E>K^hZϭϰΖǆϮϬΖt;ϲΖͲϴΖ,/',Ϳ /E^d>>DͲϯϱϬϬ/E&/>dZd/KE^z^dD͘^d/>^KE^,dͲϮ͘ ^^dKZDd>^KE^,dͲϮ&KZ^z^dD^W/&/d/KE^͘ ϭ͘ϱΗtdZ^Zs/WZ/dzK&ZyhZ'^dEZ^͘tdZDdZdK /E^d>>/EKZEt/d,^dEZZt/E'ϭϲ͘ >Eh^EKd^͗ WZKWK^h^͗KDDZ/> WZK:dZ͗ϭ͘ϮϱZ^ h/>/E'ZсϮϯϮϲ^& hZZEdKE͗сKDDhE/dzh^/E^^EdZ WZ</E'^d>>^ZYh/Z͗Ϯϰ WZ</E'^d>>^WZKs/͗Ϯϰ ;,E/WWZ</E'^d>>^͗ϮͿ >E^WZ͗Ϭ͘ϮϭϭZ^ ^W,>dZ͗Ϭ͘ϯϵZ^ ϭϭ dZE^/d/KEhZ>/WhWdK>/WKtE͘ hE/sZ^/dz>s ^tͲhdy/^d/E'hZΘ'hddZ &KZKDDZ/>WWZK,WZ /dzK&ZyhZ'^dEZ^ Zd/EΘWZKddWhDWDE,K> Zd/EΘWZKddy/^d/E'^dKZDDE,K> KEEddKy/^d/E'ϲΗtdZ^Zs/ KEdZdKZdK&/>sZ/&z^/ KEEddKy/^d/E'ϲΗ^E/dZz^tZ ^Zs/ͲKEdZdKZdK&/>sZ/&z^/ >Kd/KEE'ZϲΗ/EsнͬͲϰϴϰϮ͘ϱϱ ;/&/&&ZEdKEddE'/EZͿ d D E Z / s ϭϱϬϬ'>>KE'Z^dZW,^ͲϮϬdZ&&/Zd;K>^d>WZ^dKZYh>Ϳ Ϯ ϰΗKEh/d;^WZ/E<>Z/E^d>>d/KEͿ >EKhd;KͿ ϯ ϮΗ/ZZ>/EtͬDdZ KD/E /Esϰϰ͘ϴϴKD/E /Esϰϳ͘Ϭϯ ϰΗ^^/Esϰϳ͘ϯϭ ;dKWW/Wϱϭ͘ϰϬͿ y^^D, Z/Dсϰϴϱϯ͘ϳϭ /Es/EсϰϴϰϬ͘ϵϭ t/EsKhdсϰϴϰϬ͘ϴϲ ϯϰϴ>&ϭϮΗ^^ΛϬ͘ϭϵй ϭϮΗ/EsϰϴϰϬ͘ϳϭ ϲΗKEEd/KEнͬͲϰϴϰϭ͘ϳϭ y^^D, Z/DсϰϴϱϮ͘ϯϬ /Es/EсϰϴϰϬ͘ϮϬ E/Es/EсϰϴϰϬ͘ϭϱ t/EsKhdсϰϴϯϵ͘ϵϱ ϮйD/E^>KWdKdE<ϱϬ>&ΛϮйD/E^>KW Z/Dсϰϴϱϯ͘ϵϬ dKW'/dE<сϰϳ͘ϰϳ /Es/Eсϰϲ͘ϭϯ /EsKhdсϰϱ͘ϴϴ ϭϬϬ>&ΛϮ͘ϯϯй ;KEdZdKZdK&/>sZ/&zͿ ^dKZDWKE ^^,dͲϮ&KZ^/'E ;ϭϮΖ;ϭϮΖΖ^^;ϭϮΖΖ^^ dKWdKWdKWdKWdKWdKWdKWdKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKdKdKdKdKdKdKdKdK >&>&>&>&>&>&>&>&>&>&>&>&>&>&>&> ϰϴϱϱ ϰϴϱϱ ϰϴϱϱ ϰϴϱϯ ϰϴϱϯ ϰϴϱϰ ϰϴϱϰ ϰϴϱϰ ϰϴϱϲ ϰϴ ϱ ϱ ϰϴ ϱ ϲ ϰϴϱ ϯ ϰϴϱϯ ϰϴϱϯ /ZZ ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϲΖ Ζ t / ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^ϮΖΖ^^ '''''''''''''''''''''' ϲΖ Ζ ^ ^ ϲΖ Ζ ^ ^ ϲΖ Ζ ^ ^ ϲΖ Ζ t ^ ϰϴϱϰ ' ' ' ''''''''''''' ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ >K<ϭ >Kdϱ ;ϭ Ϯ Ζ Ζ ^ ϰϴϰϴ ϰϴϰϵ ϰϴϱϬ ϰϴϱϭ ϰϴϱϮ ϰϴϱϯ ϰϴϱϰ ϰϴϱϬ ;ϭϮΖ;ϭϮΖΖ^^;ϭϮΖΖ^^ dKWdKWdKWdKWdKWdKWdKWdKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKW dKdKdKdKdKdKdKdKdK >&>&>&>&>&>&>&>&>&>&>&>&>&>&>&> ϰϴϱϱ ϰϴϱϱ ϰϴϱϱ ϰϴϱϯ ϰϴϱϯ ϰϴϱϰ ϰϴϱϰ ϰϴϱϰ ϰϴϱϲ ϰϴ ϱ ϱ ϰϴ ϱ ϲ ϰϴϱ ϯ ϰϴϱϯ ϰϴϱϯ /ZZ ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϭϮΖΖt ϲΖ Ζ t / ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^;ϭϮΖΖ^^ϮΖΖ^^ '''''''''''''''''''''' ϲΖ Ζ ^ ^ ϲΖ Ζ ^ ^ ϲΖ Ζ ^ ^ ϲΖ Ζ t ^ ϰϴϱϰ ' ' ' ''''''''''''' ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ϭϮ Ζ Ζ ^ Ϳ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ ;ϭϮΖΖ ^ >K<ϭ >Kdϱ ;ϭ Ϯ Ζ Ζ ^ dͬ>W͗ϰϴϱϯ͘ϮϬ dͬ>W͗ϰϴϱϯ͘ϮϬ dͬ>W͗ϰϴϱϯ͘ϮϬ dͬ>W͗ϰϴϱϯ͘ϰϬ dt͗ϰϴϱϱ͘ϯϬ dt͗ϰϴϱϱ͘ϭϮ dt͗ϰϴϱϱ͘ϭϮ dͬ,W͗ϰϴϱϰ͘ϴϱ d͗ϰϴϱϱ͘ϮϬd͗ϰϴϱϱ͘ϯϬ d͗ϰϴϱϰ͘ϴϬ d͗ϰϴϱϰ͘ϳϬ d͗ϰϴϱϰ͘ϴϬ d͗ϰϴϱϱ͘Ϭϴ d͗ϰϴϱϱ͘ϬϬ d͗ϰϴϱϱ͘ϭϬ d͗ϰϴϱϱ͘ϯϬ d͗ϰϴϱϰ͘ϵϲ d͗ϰϴϱϰ͘ϳϬ dͬ,W͗ϰϴϱϰ͘ϳϲ dt͗ϰϴϱϱ͘ϬϰнͬͲ d͗ϰϴϱϱ͘ϱϰнͬͲ d͗ϰϴϱϰ͘ϲϬ d͗ϰϴϱϰ͘ϲϬd͗ϰϴϱϰ͘ϯϬ dͬ,W͗ϰϴϱϰ͘ϯϱ d͗ϰϴϱϯ͘ϳϱ d͗ϰϴϱϯ͘ϱϬ d͗ϰϴϱϯ͘ϲϬ d͗ϰϴϱϯ͘ϱϬ d͗ϰϴϱϯ͘ϱϬ d͗ϰϴϱϯ͘ϲϬ d͗ϰϴϱϯ͘ϱϬ d͗ϰϴϱϯ͘ϱϬ d͗ϰϴϱϯ͘ϲϬ d͗ϰϴϱϯ͘ϳϬ d͗ϰϴϱϯ͘ϳϬ d͗ϰϴϱϯ͘ϲϬ d͗ϰϴϱϯ͘ϱϬ d͗ϰϴϱϰ͘ϴϬ d͗ϰϴϱϰ͘ϳϴ d͗ϰϴϱϰ͘ϴϮd͗ϰϴϱϱ͘ϭϴ d͗ϰϴϱϰ͘ϴϬ dͬ,W͗ϰϴϱϱ͘ϬϬ d͗ϰϴϱϱ͘ϮϬ d͗ϰϴϱϱ͘ϮϬ d͗ϰϴϱϱ͘ϬϬ d͗ϰϴϱϰ͘ϳϴ d͗ϰϴϱϰ͘ϴϮ d͗ϰϴϱϱ͘ϭϴ d͗ϰϴϱϱ͘ϭϴ >'&&͗ ϱϱ͘ϰϬ dͬ,W͗ϰϴϱϯ͘ϵϬ d͗ϰϴϱϱ͘ϭϮ d͗ϰϴϱϱ͘ϬϬ d͗ϰϴϱϱ͘ϮϬ dt͗ϰϴϱϱ͘ϯϬ dt͗ϰϴϱϱ͘ϯϬ dt͗ϰϴϱϱ͘ϯϬ d͗ϰϴϱϯ͘ϬϴнͬͲ dD͗ϰϴϱϮ͘ϳϲнͬͲ dD͗ϰϴϱϮ͘ϴϳнͬͲ d͗ϰϴϱϯ͘ϮϱнͬͲ d͗ϰϴϱϰ͘ϲϬ d͗ϰϴϱϰ͘ϲϬ dt͗ϰϴϱϰ͘ϳϵнͬͲ d͗ϰϴϱϱ͘ϮϵнͬͲ dͬ,W͗ϰϴϱϱ͘ϬϬ dͬ>W͗ϰϴϱϰ͘ϮϬ d͗ϰϴϱϱ͘ϭϮ d͗ϰϴϱϱ͘ϯϬ d͗ϰϴϱϰ͘ϰϬ d͗ϰϴϱϱ͘ϭϱ d͗ϰϴϱϰ͘ϴϬ d͗ϰϴϱϰ͘ϰϬ d͗ϰϴϱϰ͘ϱϬ d͗ϰϴϱϱ͘Ϯϲ d͗ϰϴϱϱ͘ϭϴ dͬ>W͗ϰϴϱϰ͘ϭϱ d͗ϰϴϱϰ͘ϱϱ d͗ϰϴϱϰ͘Ϯϱ dͬ,W͗ϰϴϱϰ͘ϲϱ d͗ϰϴϱϰ͘ϴϳнͬͲ dD͗ϰϴϱϰ͘ϱϵнͬͲ dD͗ϰϴϱϰ͘ϴϰнͬͲ d͗ϰϴϱϱ͘ϮϲнͬͲ K/>͗ϰϴϱϯ͘ϲϱ K/>͗ϰϴϱϰ͘ϮϬ d͗ϰϴϱϱ͘ϯϬ EͬK/>͗ϰϴϱϰ͘ϱϬ EͬK/>͗ϰϴϱϰ͘ϱϬ EͬK/>͗ϰϴϱϰ͘ϴϬ EͬK/>͗ϰϴϱϰ͘ϴϬ d͗ϰϴϱϰ͘ϲϬ ϭϬϭΖK&ϭϮΗWsdϬ͘ϮϮй ϲϭΖK&ϭϮΗWsdϬ͘ϮϮй ϭϲΖK&ϭϮΗWsdϬ͘ϲϮй ϳϭΖ K & ϭ Ϯ Η W s d Ϭ ͘ Ϯ Ϯ й ϭϭΖK&ϭϮΗWsdϬ͘Ϯϳй ϮϳΖK&ϭϮΗWsdϬ͘ϮϮй /Esсϰϴϰϴ͘ϵϭ /EsсϰϴϱϬ͘ϲϬ/Esсϰϴϰϵ͘ϯϳ ϰϱΖK&ϭϮΗWsdϬ͘ϮϮй ηϳ 'Zd͗ϰϴϱϮ͘ϲϬ ϭϮΗ^/Es/E͗ϰϴϰϵ͘ϯϯ ϭϮΗEt/EsKhd͗ϰϴϰϵ͘Ϯϯ ηϲ 'Zd͗ϰϴϱϯ͘ϲϬ ϭϮΗEt/EsKhd͗ϰϴϱϬ͘ϲϬ ηϰ 'Zd͗ϰϴϱϮ͘ϲϬ ϭϮΗ^/Es/E͗ϰϴϰϵ͘ϱϳ ϭϮΗE/EsKhd͗ϰϴϰϵ͘ϰϳ ηϯ 'Zd͗ϰϴϱϮ͘ϲϬ ϭϮΗE/EsKhd͗ϰϴϰϵ͘ϲϬ ηϮ 'Zd͗ϰϴϱϮ͘ϴϬ ϭϮΗE/EsKhd͗ϰϴϰϵ͘ϴϬ ηϭ 'Zd͗ϰϴϱϯ͘ϱϱ ϭϮΗ^/Es/E͗ϰϴϰϵ͘ϱϳ ϭϮΗE/EsKhd͗ϰϴϰϵ͘ϰϳ ηϱ 'Zd͗ϰϴϱϰ͘Ϭϱ ϭϮΗ^/Es/E͗ϰϴϰϵ͘Ϭϳ ϭϮΗEt/EsKhd͗ϰϴϰϴ͘ϵϳ dKWt>͗ϰϴϱϮ͘ϲϬ dKWt>͗ϰϴϱϮ͘ϲϬ dͬ>W͗ϰϴϱϰ͘ϲϱ AG L E R O C K N G I N E E R I N G ^h Z s z z ͗ Z t E z ͗ WZ K : d E K ͘ W W Z K s z ͗ ^ Z / W d / K E d Z s / ^ / K E ^ ϭ Ϯ ϯ ϰ ϱ ϲ d d E d / K E dŚ ŝ Ɛ Ě Ž Đ Ƶ ŵ Ğ Ŷ ƚ Ž ƌ Ă Ŷ Ǉ Ɖ Ă ƌ ƚ ƚ Ś Ğ ƌ Ğ Ž Ĩ ŝ Ŷ Ě Ğ ƚ Ă ŝ ů Ž ƌ Ě Ğ Ɛ ŝ Ő Ŷ Đ Ž Ŷ Đ Ğ Ɖ ƚ ŝƐ ƚ Ś Ğ Ɖ ƌ Ž Ɖ Ğ ƌ ƚ Ǉ Ž Ĩ Ă Ő ů Ğ Z Ž Đ Ŭ Ŷ Ő ŝ Ŷ Ğ Ğ ƌ ŝ Ŷ Ő Ă Ŷ Ě Ɛ Ś Ă ů ů Ŷ Ž ƚ ď Ğ ĐŽ Ɖ ŝ Ğ Ě ŝ Ŷ Ă Ŷ Ǉ Ĩ Ž ƌ ŵ ǁ ŝ ƚ Ś Ž Ƶ ƚ ƚ Ś Ğ ǁ ƌ ŝ ƚ ƚ Ğ Ŷ Ă Ƶ ƚ Ś Ž ƌ ŝ ǌ Ă ƚ ŝ Ž Ŷ Ž Ĩ Ă Ő ů Ğ ZŽ Đ Ŭ Ŷ Ő ŝ Ŷ Ğ Ğ ƌ ŝ Ŷ Ő ͘ E ^, d E K ͘ ^, d E D CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 WZ W Z & K Z ͗ D d d / ^ W Z d E Z ^ , / W K d > ^ / d W > E ͘ ^ E Z Z >͘ > h ^ < W͘ ^ E Z Z Ϯϯ ϭ ϲ Ϯ ϭϲ ϰ ϭ Ϭ 1- 1 9 - 2 4 t ^ E ϬϮϬΖ ϮϬΖϭϬΖ ^>͗ϭΗсϮϬΖ ϰϬϯϳϵ^Y&d ^dKZDZ͗ ϰ Ͳ Ϯ 'Z / E ' Θ ^ d K Z D W > E >'E͗ Z/E'&>Kt Z/WͲZW WZKWK^>/WKtEϭϴΗhZΘ'hddZ WZKWK^>/WhWϭϴΗhZΘ'hddZ d D E Z / s hE/sZ^/dz>s EKd^͗ ϭ͘ d,^dKZDWKE/^^/'Edϯ͗ϭ^>KW͘ Z/WZW Z/WZW &ŝ ů Ğ > Ž Đ Ă ƚ ŝ Ž Ŷ ͗ ǌ ͗ Ͱ Ϯ Ϭ Ϯ ϯ Ͱ Ϯ ϯ ϭ ϲ Ϯ Đ Ś ŝ Ɖ Ž ƚ ů Ğ ƌ Ğ ǆ ď Ƶ ƌ Ő Ͱ ϯ ͘ Ϭ Ě Ğ Ɛ ŝ Ő Ŷ Ͱ ϯ ͘ ϭ Đ Ă Ě Ͱϯ ͘ ϭ ϯ Ĩ ŝ Ŷ Ă ů Ͱ Ϯ ϯ ϭ ϲ Ϯ Ě Ğ ƚ Ă ŝ ů Ɛ ͘ Ě ǁ Ő Wů Ž ƚ ƚ Ğ Ě Ǉ ͗ Ă Ŷ Ő ŝ Ğ Ă ƚ Ğ W ů Ž ƚ ƚ Ğ Ě ͗ t Ğ Ě Ŷ Ğ Ɛ Ě Ă Ǉ ͕ : Ă Ŷ Ƶ Ă ƌ Ǉ ϭ Ϭ Ϯ Ϭ Ϯ ϰ Ă ƚ ϭ Ϯ ͗ ϱ ϵ W D ϱ Ͳ ϭ d / > ^ AG L E R O C K N G I N E E R I N G ^h Z s z z ͗ Z t E z ͗ WZ K : d E K ͘ W W Z K s z ͗ ^ Z / W d / K E d Z s / ^ / K E ^ ϭ Ϯ ϯ ϰ ϱ ϲ d d E d / K E dŚ ŝ Ɛ Ě Ž Đ Ƶ ŵ Ğ Ŷ ƚ Ž ƌ Ă Ŷ Ǉ Ɖ Ă ƌ ƚ ƚ Ś Ğ ƌ Ğ Ž Ĩ ŝ Ŷ Ě Ğ ƚ Ă ŝ ů Ž ƌ Ě Ğ Ɛ ŝ Ő Ŷ Đ Ž Ŷ Đ Ğ Ɖ ƚ ŝƐ ƚ Ś Ğ Ɖ ƌ Ž Ɖ Ğ ƌ ƚ Ǉ Ž Ĩ Ă Ő ů Ğ Z Ž Đ Ŭ Ŷ Ő ŝ Ŷ Ğ Ğ ƌ ŝ Ŷ Ő Ă Ŷ Ě Ɛ Ś Ă ů ů Ŷ Ž ƚ ď Ğ ĐŽ Ɖ ŝ Ğ Ě ŝ Ŷ Ă Ŷ Ǉ Ĩ Ž ƌ ŵ ǁ ŝ ƚ Ś Ž Ƶ ƚ ƚ Ś Ğ ǁ ƌ ŝ ƚ ƚ Ğ Ŷ Ă Ƶ ƚ Ś Ž ƌ ŝ ǌ Ă ƚ ŝ Ž Ŷ Ž Ĩ Ă Ő ů Ğ ZŽ Đ Ŭ Ŷ Ő ŝ Ŷ Ğ Ğ ƌ ŝ Ŷ Ő ͘ E ^, d E K ͘ ^, d E D CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 RE X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 WZ W Z & K Z ͗ D d d / ^ W Z d E Z ^ , / W K d > ^ / d W > E ͘ ^ E Z Z >͘ > h ^ < W͘ ^ E Z Z Ϯϯ ϭ ϲ Ϯ ϭϲ ϰ ϭ Ϭ 1- 1 0 - 2 4 D/E͘'ZϭͬϰΗͬ&d͘;ϮйͿ ΗΗ ΗΗ WKZW>h'E/E^d>> ^Zs/>/EDZ<Z WZ^ͲϱϭϮ;dzW͘Ϳ ^K>hdD/E͘'ZϭͬϴΗͬ&d͘;ϭйͿ ϰΗͲϭͬϴKZϭͬϭϲ E^E D/E͘'ZϭͬϰΗͬ&d͘;ϮйͿ ΗΗ ΗΗ ΗΗ dzW dKZWWZKs KEEd/KE EKd^͗ dzW ϰϱΣ dzWΘdKZWWZKs KEEd/KE >W ϰϱ Σ D y ͘ ϭͬϴ>KE' Z/h^E dzW ϰϱ Σ D y ͘ '^<d>>:K/Ed^ KEZdK>>Z &/E/^,'Z&ZDΘKsZ ϰϱΣ &> K t ^, > & ^, > & ^, > & DE,K>EKd^͗ ϱΗ &>y/>ZhZ '^<d WZ^dDKEK>/d,/ KEEdZ/KE ^d/KE WZ^dKEZd DE,K>ͲZZ>^d/KE^ ^ZYΖ WZ&Z/d^͘ hE/^dhZZd, ϰΗ W W Z K s / E ' ϲΗD/Eϯϭ Η ϰϴΗ/ ϵΗ D / E ZhZKKd ͘ϳ ϱ y ŝ W / W ϭ͘ W>sZd/>t>>KEhW^dZD^/ K&DE,K>͕ZKddϰϱ'Z^͘ Ϯ͘ t,ZWsW/W/^hd/>/͕/E^d>> ZhZZ/E'KZ'^<dK>>Zt,Z d,W/W/^/EKEddt/d,DE,K> ^EͬKZDE,K>,EE>͕/E KZZdK/E^hZtdZd/',d^>͘ ϯ͘ hE>^^Kd,Zt/^^,KtE͕DE,K>^ ^,>>,sϬ͘ϭ&>>&ZKDhW^dZD /EsZddKKtE^dZD/EsZd͘&KZW/W 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PLACE ADSPLUS WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER FOOT INSERTA TEE TO BE INSTALLED, CENTERED OVER CORRUGATION SIDE VIEWSECTION A-A A A DO NOT INSTALL INSERTA-TEE AT CHAMBER JOINTS (X) CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC-310 6" (150 mm) 4" (100 mm) SC-740 10" (250 mm) 4" (100 mm) DC-780 10" (250 mm) 4" (100 mm) MC-3500 12" (300 mm) 6" (150 mm) MC-4500 12" (300 mm) 8" (200 mm) MC-7200 12" (300 mm) 8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON NOTES:x PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION.x CONTACT ADS ENGINEERING SERVICES IF INSERTA TEE INLET MUST BE RAISED AS NOT ALL INVERTS ARE POSSIBLE. 6 UNDERDRAIN DETAIL A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS 5 MC-3500 TECHNICAL SPECIFICATIONS PART # STUB B C MC3500IEPP06T 6" (150 mm)33.21" (844 mm)--- MC3500IEPP06B ---0.66" (17 mm) MC3500IEPP08T 8" (200 mm)31.16" (791 mm)--- MC3500IEPP08B ---0.81" (21 mm) MC3500IEPP10T 10" (250 mm)29.04" (738 mm)--- MC3500IEPP10B ---0.93" (24 mm) MC3500IEPP12T 12" (300 mm)26.36" (670 mm)--- MC3500IEPP12B ---1.35" (34 mm) MC3500IEPP15T 15" (375 mm)23.39" (594 mm)--- MC3500IEPP15B ---1.50" (38 mm) MC3500IEPP18TC 18" (450 mm) 20.03" (509 mm)---MC3500IEPP18TW MC3500IEPP18BC ---1.77" (45 mm)MC3500IEPP18BW MC3500IEPP24TC 24" (600 mm) 14.48" (368 mm)---MC3500IEPP24TW MC3500IEPP24BC ---2.06" (52 mm)MC3500IEPP24BW MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³) MINIMUM INSTALLED STORAGE* 175.0 CUBIC FEET (4.96 m³) WEIGHT 134 lbs. (60.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE* 45.1 CUBIC FEET (1.28 m³) WEIGHT 49 lbs. (22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. 90.0" (2286 mm) ACTUAL LENGTH 86.0" (2184 mm) INSTALLED BUILD ROW IN THIS DIRECTION NOTE: ALL DIMENSIONS ARE NOMINAL LOWER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB B C 75.0" (1905 mm) 45.0" (1143 mm) 25.7" (653 mm) FOOT 77.0" (1956 mm) 45.0" (1143 mm) PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" END CAPS WITH A WELDED CROWN PLATE END WITH "C" UPPER JOINT CORRUGATION 22.2" (564 mm) INSTALLED CUSTOM PARTIAL CUT INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. 2 MC-3500 ISOLATOR ROW PLUS DETAIL INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PARTIAL CUT END CAP PART #: MC3500IEPP24BC OR MC3500IEPP24BW ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEENFOUNDATION STONE AND CHAMBERS 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILE MC-3500 CHAMBER MC-3500 END CAP OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MC350024RAMP 3 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. STORMTECH CHAMBER CONCRETE COLLAR PAVEMENT 12" (300 mm) MIN WIDTH CONCRETE SLAB 6" (150 mm) MIN THICKNESS 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY 4 MC-3500 CROSS SECTION DETAIL NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: x TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. x TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. x TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8' (2.4 m) MAX 12" (300 mm) MIN77" (1956 mm) 12" (300 mm) MIN 6" (150 mm) MIN 6" (150 mm) MIN PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-3500 END CAP SUBGRADE SOILS (SEE NOTE 3) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). 45" (1143 mm) 18" (450 mm) MIN* ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED. 1 NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MC-SERIES END CAP INSERTION DETAIL MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP MANIFOLD HEADER MANIFOLD STUB 7 MC-3500 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MC-3500. 2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: x TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.x TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”.x TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: x THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.x THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.x THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY͘ IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS:x STONESHOOTER LOCATED OFF THE CHAMBER BED.x BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.x BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - SPACING BETWEEN THE CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 11. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED:x NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.x NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".x WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. 6" (150 mm) 4855 4855 4855 4853 4853 4854 4854 4854 4856 48 5 5 4 8 5 4 48 5 6 485 3 4853 4853 'W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6' ' W (12''SS(12''SS(12''SS(12''SS(12''SS(12''SS(12''SS(12''SS G G G G G G G G G G G G G G G G G G 6' ' S S 6' ' S S 6' ' S S 6' ' W S 12''SD) 12''SD) 12''SD) 12''SD) (1 2 ' ' S D (1 2 ' ' S D (1 2 ' ' S D 12'' S D ) 12'' S D ) (1 2 ' ' S D (1 2 ' ' S D 4''PIRR 4'' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4''SS4''SS4''SS4''SS4''SS4''SS4''SS4''SS4''SS4''SS4''SS 1.5''W 1.5''W 1.5''W 1.5''W 1. 5 ' ' W 1. 5 ' ' W 1. 5 ' ' W 1. 5 ' ' W (2) AT (1) GT2(6) CK (3) EC (9) CK (10) CK (10) TD (1) GT2 (1) GT2 (1) GT2 (15) TD (20) EC (10) EC (5) TD (15) EC (13) TD (1) TG (1) AT (3) TG (1) AT NOTE: THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE DESIGNER DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. AS SUCH THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND UNCOVERING EXISTING UTILITIES IN THE VICINITY OF THE PROPOSED IMPROVEMENTS AND UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUCTION TO ASCERTAIN EXACT MATERIALS, LOCATIONS, ELEVATIONS, ETC. AND THEIR POTENTIAL CONFLICT WITH PROPOSED IMPROVEMENTS. GC SHALL CONSULT WITH CONSTRUCTION MANAGER AND ENGINEER AS APPROPRIATE BEFORE PROCEEDING WITH WORK. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. ROOT BARRIERS AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" RIVER ROCK (1-1/2" SHREDDED WOOD MULCH AS AN ALTERNATIVE) IN ALL NEW OR DISTURBED PLANTING AREAS (EXCEPT FOR TURF AREAS). TOP DRESS ALL EXISTING SHRUB PLANTING AREAS WITH 1-1/2" LAYER OF SHREDDED WOOD MULCH WHERE EXISTING MULCH IS RETAINED. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. MULCHES GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e. AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). c. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. PLANTING AND IRRIGATION GUARANTEE THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION.Scale 1" = 20' 10'40'20'0' LP-1 LANDSCAPE CALCULATIONS TOTAL SITE AREA: 54,416 SF BUFFERS UNIVERSITY BLVD.: 167.23 LF TREES REQUIRED: 6 TREES (1 PER 30 LF OF FRONTAGE) TREES PROVIDED: 0 TREES* SHRUBS REQUIRED: 28 SHRUBS (5 PER 30 LF OF FRONTAGE) SHRUBS PROVIDED: 43 SHRUBS TAMANA DRIVE: 154 LF TREES REQUIRED: 6 TREES (1 PER 30 LF OF FRONTAGE) TREES PROVIDED: 6 TREES SHRUBS REQUIRED: 26 SHRUBS (5 PER 30 LF OF FRONTAGE) SHRUBS PROVIDED: 25 SHRUBS PARKING LOT PARKING AREA 13,316 SF LANDSCAPE AREA REQUIRED: 1,332 SF (10%) LANDSCAPE AREA PROVIDED: 712 SF (33.7%) * EXISTING UTILITY EASEMENT PREVENT PLACING REQUIRED TREES. TREES HAVE BEEN PLACED IN ALTERNATE LOCATIONS LANDSCAPE PLANTING PROPERTY LINE MATTIS PARTNERS 1000 2ND AVENUE, SUITE 2420 SEATTLE, WA 98104 TELEPHONE: (206) 369-8920 Project No. Contents: Revisions: Issue Record: Consultant: Drawn: Checked:Project Manager: # COPYRIGHT 2024 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF HARLAN R. FAUST, ARCHITECT. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH HARLAN R. FAUST, ARCHITECT. XXXXXX 01/12/2024 PERMIT SUBMITTAL RE X B U R G I D S H E L L NW C U N I V E R S I T Y B L V D . & T A M A N A D R . RE X B U R G , I D 8 3 4 4 0 EMS EMSEMS 01-24-2024 (800) 680-6630 1600 Broadway, Suite 1600 Denver, CO 80202 www.EvergreenDesignGroup.com EVERGREEND E S I G N G R O U P PROPERTY LINE PROPERTY LINE PROPERTY LINE RESTORE TO LIMITS OF DISTURBANCE RESTORE TO LIMITS OF DISTURBANCE RESTORE TO LIMITS OF DISTURBANCE RESTORE TO LIMITS OF DISTURBANCE IRRIGATION SLEEVE IRRIGATION SLEEVE IRRIGATION SLEEVE IRRIGATION SLEEVE SYMBOL CODE QTY BOTANICAL / COMMON NAME CAL.CONT.SIZE TREES AT 4 Acer truncatum x platanoides `Warrenred` TM Pacific Sunset Maple 2" Cal.B&B 8` HT MIN GT2 4 Gleditsia triacanthos inermis `Skycole` TM Skyline Thornless Honey Locust 2" Cal.B&B 8` HT MIN TG 4 Tilia cordata `Greenspire` Greenspire Littleleaf Linden 2" Cal.B&B 8` HT MIN SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER SPACING SIZE SHRUBS CK 25 Calamagrostis x acutiflora `Karl Foerster` Feather Reed Grass 1 gal.Per Plan 12" Min. Ht. EC 48 Euonymus alatus `Compactus` Compact Burning Bush 5 gal.36" OC 18" Min. Ht. TD 43 Taxus x media `Densiformis` Dense Yew 5 gal.36" OC 18" Min. Ht. SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE GROUND COVERS BUF 7,390 sf Native Meadow Grass Sod ROCK / STONE RR 1,477 sf 2-3" River Rock River Rock mulch over weed filter fabric 3" depth PLANT SCHEDULE UNIVERSITY BOULEVARD TA M A N A D R I V E FRONTAGE TREES TO BE PROVIDED AT TIME OF DEVELOPMENT 36" DIA. MOSS ROCK BOULDER - BURY 1/3 TO 1/2 OF HEIGHT (TYP.) 24" DIA. MOSS ROCK BOULDER - BURY 1/3 TO 1/2 OF HEIGHT (TYP.) 48" DIA. MOSS ROCK BOULDER - BURY 1/3 TO 1/2 OF HEIGHT (TYP.) BOULDER GROUPING BOULDER GROUPING PLANTING SPECIFICATIONS GENERAL A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING. 2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. B. SCOPE OF WORK 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. 3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. PRODUCTS A. ALL MANUFACTURED PRODUCTS SHALL BE NEW. B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS: 1. FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS. 2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). 3. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 4. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 5. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. 6. MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. 7. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. C. SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. D. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED. E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS, AND SEEDS. F. COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED. G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTING AGENCY (SEE BELOW). H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS. I. WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPE FABRIC (OR APPROVED EQUAL). J. TREE STAKING AND GUYING 1. STAKES: 6' LONG GREEN METAL T-POSTS. 2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER. 3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. M. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL. N. PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A. SOIL PREPARATION 1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2. SOIL TESTING: a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL. b. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. c. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. 4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F. iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE b. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD. iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE iv. IRON SULPHATE - 2 LBS. PER CU. YD. 5. CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADE BEFORE INSTALLING SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS BEFORE INSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. 6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. B. GENERAL PLANTING 1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE. 3. TRENCHING NEAR EXISTING TREES: a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. c. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. C. TREE PLANTING 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL. 4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES ABOVE THE SURROUNDING GRADE. 5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL. 6. THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES: a. 1"-2" TREES TWO STAKES PER TREE b. 2-1/2"-4" TREES THREE STAKES PER TREE c. TREES OVER 4" CALIPER GUY AS NEEDED d. MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE 7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTH PER PLANS). D. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING 1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS. 2. INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED BARRIER CLOTH IN PLACE. 3. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS, COVERING THE ENTIRE PLANTING AREA. E. SODDING 1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. 2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. 3. PROVIDE A STRAIGHT, CLEAN-CUT EDGE OF EXISTING TURF TO WHICH NEW SOD CAN BE ABUTTED. 4. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. 5. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH. 6. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. F. CLEAN UP 1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. G. INSPECTION AND ACCEPTANCE 1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. H. LANDSCAPE MAINTENANCE 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER. 3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. c. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. I. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. J. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. TREE PLANTING SCALE: NOT TO SCALEA 5 6 7 4 1 8 9 11 10 12 PREVAILING WINDS NOTES: 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2"-4" ABOVE FINISH GRADE. 3. FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. 4. REMOVE ALL NURSERY STAKES AFTER PLANTING. 5. FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND. 1 2 3 TREE CANOPY. CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES AND LARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO UNDISTURBED SOIL. 24" X 3/4" P.V.C. MARKERS OVER WIRES. PRESSURE-TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 4" HIGH EARTHEN WATERING BASIN. TRUNK FLARE. CONIFEROUS TREE PREVAILING WINDS STAKING EXAMPLES (PLAN VIEW) 2 4 6 7 8 9 10 11 1 4 3X ROOTBALL DIA. 5 2 3 5 12 NON-CONIFEROUS TREE 13 13 FINISH GRADE. ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALEB TYPICAL CURB AND GUTTER TYPICAL PLANTING AREA LINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. TREE CANOPY TREE TRUNK TYPICAL WALKWAY OR PAVING1 2 3 4 5 6 1 4 2 3 5 6 5' 5' 5' 5' OPEN LANDSCAPE TO 10' PARKWAY OR ISLAND NOTES: 1) INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. 2) BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. LP-2 PLANTING AT PARKING AREA SCALE: NOT TO SCALEC DISTANCE PER PLAN 24" MIN. TO EDGE OF MATURE CANOPY 2 3 41 1 CURB. 2 MULCH LAYER. 3 PLANT. 4 TURF (WHERE SHOWN ON PLAN). 4 X 2X 3 2 1 5 6 7 4 1 2 3 SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. MULCH, TYPE AND DEPTH PER PLANS. PLACE NO MORE THAN 1" OF MULCH WITHIN 6" OF PLANT CENTER. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 3" HIGH EARTHEN WATERING BASIN. 5 6 7 SHRUB AND PERENNIAL PLANTING SCALE: NTSE 8 WEED FABRIC UNDER MULCH. 8 LANDSCAPE DETAILS AND SPECIFICATIONS FINISH GRADE.4 4 3 2 1 NOTES: 1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE. 3) TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING. MULCH, TYPE AND DEPTH PER PLANS.3 TAPERED STEEL STAKES.2 ROLLED-TOP STEEL EDGING PER PLANS.1 D SCALE: NOT TO SCALE STEEL EDGING MATTIS PARTNERS 1000 2ND AVENUE, SUITE 2420 SEATTLE, WA 98104 TELEPHONE: (206) 369-8920 Project No. Contents: Revisions: Issue Record: Consultant: Drawn: Checked:Project Manager: # COPYRIGHT 2024 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF HARLAN R. FAUST, ARCHITECT. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH HARLAN R. FAUST, ARCHITECT. XXXXXX 01/12/2024 PERMIT SUBMITTAL RE X B U R G I D S H E L L NW C U N I V E R S I T Y B L V D . & T A M A N A D R . RE X B U R G , I D 8 3 4 4 0 EMS EMSEMS 01-24-2024 (800) 680-6630 1600 Broadway, Suite 1600 Denver, CO 80202 www.EvergreenDesignGroup.com EVERGREEND E S I G N G R O U P BOULDER PLACEMENT SCALE: NOT TO SCALEF 1 2 3 TREE UNDISTURBED NATIVE SOIL. 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