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Ms. Katie Larsen <br />June 2, 2016 <br />Page 4 <br />8. The vertical curves need to meet 30 MPH design criteria for stopping sight distance. The <br />minimum curve length is 90 feet. The vertical curves located on Cypress St at Station <br />4+00 and 0+50 do not meet this criteria. <br />9. Provide proposed street light locations for the project. <br />10. Show the street light, street sign and stop sign at the intersection of Cypress St and <br />Chestnut St. <br />DETAILS <br />1. Update the standard detail plates SAN-1, STR-3, STR-4, and STR-5 to the City's 2016 <br />version. Please contact eyoungquist@wsbeng.com for these updates in Cad. <br />2. Include standard detail plate STR-9 for FES Piling for the 27" FES in Pond 100. <br />SPECIFICATIONS <br />The Project Specifications reference and include the 2013 version of the City of Lino <br />Lakes General Specifications and Standard Detail Plates for Street and Utility <br />Construction. Update, and include in its entirety, the 2016 version of the City of Lino <br />Lakes General Specifications and Standard Detail Plates for Street and Utility <br />Construction. <br />2. Refer to the `Special Provisions' as the `Special Provisions to the City of Lino Lakes <br />General Specifications and Standard Detail Plates for Street and Utility Construction'. <br />3. Modify the contractor insurance coverage requirements to meet SGC 6.03 —'Contractor's <br />Insurance' of the City of Lino Lakes General Specifications and Standard Detail Plates <br />for Street and Utility Construction - Supplementary General Conditions. Include WSB as <br />an additional insured. <br />4. For section 1.4 of the special provisions, modify the reference to say `City of Lino Lakes <br />2016 General Specifications and Standard Detail Plates for Street and Utility <br />Construction'. <br />5. For sections 2.1 and 3.1 of the special provisions, reference the City's Site Work Special <br />Provision 2575 — Establishing Turf and Controlling Erosion. <br />6. For section 3.6 of the special provisions, reduce the allowable tolerance from 0.1 to 0.05 <br />to meet the City requirements. <br />7. For section 3.9 of the special provisions, reference the City's Site Work Special Provision <br />2111 — Test Rolling. Any modifications will be approved by the City Engineer upon <br />request. <br />S:\CommwityDevelopmmt\Projeas\Plnning Cases\NorthPointe\4th Addition -Final Plat\Staff Repoes\20160608 PZ\2 20160602 Engineering Review Northpoi <br />