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HomeMy WebLinkAboutSP-23-012 - Plans - Record - 0705 Spear Street284 284 282 282 USDA FOREST SERVICE GARAGE 705 SPEAR ST 0864 USDA FOREST SERVICE SCIENCE LAB 705 SPEAR ST 0862 285 283 53' 55' 103' 324' SE Corner Laydown Area N: 712710.39 E: 1460058.99 NW Corner Laydown Area N: 712811.47 E: 1460052.66 100' 20'± 20'± SITE South Burlington, Vermont 21397\DWGS\steel laydown.dwg Site Plan C-1.0 UNIVERSITY of VERMONT Forestry Services Steel Lay-down Area Install and maintain stabilized construction entrance until steel is delivered. Reinstall again when steel is removed. 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com CIVIL ENGINEER University of Vermont 284 EAST AVENUE BURLINGTON, VERMONT 05405 Project Manager: Scott Goodwin Physical Plant DepartmentSpear StreetInstall temporary gravel or stone as needed to support tractor trailer deliveries and crane stability. Adjust width as necessary to support delivery and loading activities. When temporary stable surfaces are no longer needed after steel delivery and again after steel removal, remove stone and fabric, rototill compacted soil, and restore to existing conditions. Refer to Post Construction Soil Depth & Quality Notes on sheet C-1.1. Area for temporary steel storage. S t e e l t o be placed on non-wovengeotextile f a b r i c (Mirafi 140N, or equal) (37,200± s f ) Existing evergreens to be preserved SOUTH BURLINGTO N BURLINGTON UVM to repair any damage to the bike path or Spear Street UVM to restore gravel path to match existing conditions STEEL STORAGE AREA All steel deliveries will need to come from the south (I-89 Exit 13 to I-189 then up Swift Street to Spear Street). See Location Map above Rototill 1" of compost into soil for lawn area prior to seeding and mulching. Refer to Post Construction Soil Depth & Quality Notes on sheet C-1.1 Install 8' high chain-link fence with vinyl slats for screening Install 8' high chain-link fence with vinyl slats for screening. Fence to be installed after steel is delivered and removed before steel is hauled from the site New 12' wide double gate. Location to be coordinated with UVM Install temporary silt fence for sediment control prior to steel movement activities. Silt fence may remain as construction limit demarcation until steel is ready to be removed. Silt fence shall be reinstalled or maintained prior to steel removal. Remove and dispose of silt fence at the completion of the project. Install temporary silt fence for sediment control prior to steel movement activities. Silt fence may remain as construction limit demarcation until steel is ready to be removed. Silt fence shall be reinstalled or maintained prior to steel removal. Remove and dispose of silt fence at the completion of the project. After steel has been removed, dispose of stabilization fabric, rototill and amend compacted soil as described in Post Construction Soil Depth & Quality Notes on sheet C-1.1, seed and mulch. Snow storage area Snow storage areas South Burlington, Vermont 21397\DWGS\steel laydown.dwg Civil Details C-1.1 UNIVERSITY of VERMONT Forestry Services Steel Lay-down Area 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com CIVIL ENGINEER University of Vermont 284 EAST AVENUE BURLINGTON, VERMONT 05405 Project Manager: Scott Goodwin Physical Plant Department Post-Construction Soil Depth and Quality Notes: Required Elements: Soil retention: Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. Soil quality: All areas subject to the Standard shall demonstrate the following: ■A topsoil layer with a minimum organic matter content of 4% dry weight in planting beds and turf areas. The topsoil layer shall have a minimum depth of 4 inches, except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. ■Compost and other materials shall be used that meet the following requirements: o The compost or other materials shall have a carbon to nitrogen ratio below 25:1. o Compost shall meet the definition of “compost” in the Agency's Solid Waste Management Rules or shall meet the contaminant standards in the Vermont Solid Waste Management Rules §6-1104(g)(6- 7), §6-1105(e)(8-9), and §6-1106(e)(7-9). Compost or other organic materials may be amended to meet the foregoing requirements. o Exceptional Quality biosolids (EQ biosolids) may be used as a soil amendment, at a maximum proportion of 35% of the total soil volume, and shall be well mixed with existing soil before or during application. ■The soil quality requirements shall be met by the following methods: o Option 2: Amend existing site topsoil or subsoil in place. ▪Scarify or till subsoils to 4 inches of depth or to depth needed to achieve a total depth of 8 inches of uncompacted soil after calculated amount of amendment is added. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ▪Amend soil to meet organic content requirements: ·PRE-APPROVED RATE: Place 1 inch of composted material with an organic matter content between 40 and 65% and rototill into 3 inches of soil, or ·CALCULATED RATE: Place calculated amount of composted material or approved organic material and rototill into depth of soil needed to achieve 4 inches of settled soil at 4% organic content. *Contractor to provide calculation and site sketch indicating areas used for calculations. ▪Rake beds to smooth and remove surface rocks larger than 2 inches in diameter; and ▪Water or roll to compact soil in turf areas to 85% of maximum dry density. INTERS T A T E 1 8 9 SPEAR STREET284 284 282 282 284 USDA FOREST SERVICE SCIENCE LAB 705 SPEAR ST 0862 USDA FOREST SERVICE HEAD HOUSE 705 SPEAR ST 0863 285 283 53' 55' 103' 324' 100' 20'± 20'± 14199\DWGS\UVM-Potash WS.dwg Forest Services Overall Site Plan SP-1 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com CIVIL ENGINEER University of Vermont 284 EAST AVENUE BURLINGTON, VERMONT 05405 Project Manager: Scott Goodwin Physical Plant Department 100' Class Il Wetland buffer Permitted Gravel Wetland SITE South Burlington, Vermont UNIVERSITY of VERMONT Forestry Services Steel Lay-down Area Temporary gravel stabilization for use during placement and removal of steel only STEEL STORAGE AREA 8' high chain-link fence with vinyl slats for screening. mdtuChainlinkuLineuofuFence DrawnPuzIbI-G-5 FileP UVM BurlingtonSuVT HAWKuCREEKuFENCEuLLC dGzzuUSuRT7us FERRISBURGHSuVTuGvbvd zzz.b-m.v-s3 mdtutalluChainlinkuFabricuwith KnuckleuIuKnuckleuSelvageuandu-t MeshuSize7 5b5tutallSu-usIztudiameteruTerminal Postuwithu5-tupostufootingudiameter anduv5tupostufootingudepth7 5b5tutallSu-u3IztudiameteruLine Postuwithu5-tupostufootingudiameter anduv5tupostufootingudepth7 TopuofuFenceuhasu5uvIztudiameter TopuRail7 BottomuofuFenceuhasuCoiluSpring TensionuWire7 Fenceuisubraceduwithu5uvIzt diameteruMiddleuBraceuAuTruss7 FenceucontainsuVerticaluSlats7 LineuPostuSpacingPu5-Gt TieuWireuSpacinguisueveryu-btuon RailsuAuBracing7 5-Gt mdt bvt bvtv5t v5t 5-t 5-t 6088 U.S. Route 7 ● Ferrisburgh, Vermont 05456 ● 802-425-7157 ● sales@hawkcreekfence.com Bottom Locking Slats Provides 75% Coverage