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HomeMy WebLinkAboutA1-00 - Site Plan_08-11-20204 7 5 4 4 7 5 3 4 7 5 5 4 7 5 2 4 7 5 3 4754 4754 4755 4756 4755 4753 4752 4 7 5 2 4756 4754 4 7 5 4 4755 4 7 5 5 W W W W W W W W W W W W W W W W WW G G G G G G G G G G G G G G G G G G E E E E E E E E E SAN SAN SAN SS SS SS SS SS SS SA N SA N SA N SA N SA N SA N SA N COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E EEEEEEEEEEEE W W W W W W W W W W W W SS SS SS SS SS F FF E E E E E E CO M M CO M M CO M M CO M M C O M M C O M M C O M M CO M M CO M M C O M M C O M M C O M M CO M M CO M M CO M M C O M M W W W W W WW X XXXX SS SS SS S SS SAN SAN SAN G GG OHP OHP OHP P PP 4756.0 (-.5) 4753.5 (-3.0) 4755.5 (-1'-0) Upper Roof Lower Roof Roof Deck Screened Mechanical Enclosure Slope 5:12 Slope 5:12 Canopy Canopy Electric Meters Gas Meters Vision Triangle 45.0° V i s i o n T r i a n g l e 4 0 ' - 0 " Vision Triangle 40' - 0" New Transformer Bike Racks Sl o p e 1: 1 2 Sl o p e 1. 5 : 1 2 BUILDING C O AK STREET B LANE A L A N E Sidewalk Raised Plinth Ve h i c u l a r A c c e s s Property Line Sidewalk Bike Racks Plate Steel Planter Plate Steel Planter MIxed Block Frontage Screened Mechanical Enclosure Elevator Overrun B u i l d i n g S e t b a c k / 1 0 ' - 0 " Utility Easement 30' - 0" U t i l i t y E a s e m e n t 10 ' - 0 " Utility Easement 10' - 0" U t i l i t y E a s e m e n t Front yard setback along Oak relaxed to 10ft and commercial yard setbacks reduced to 0ft under PUD conditions of approval 3b. Utility Meter Screening 1 SEE A2.23 FOR ROOF NOTES Utility Easement Property Line Fence Building / Wall to be Demolished Curb Line Water Line Combined Storm Sewer Storm Line Sanitary Sewer Line Underground Gas Line Overhead Power Line Underground Power Line Property Corner Water Meter Storm Catch Basin Manhole Power Pole Light Pole Sign Fire Hydrant Electric Meter Gas Meter GENERAL NOTES A. Contractor to Verify Existing Conditions and Dimensions Prior to Construction; Notify Architect of All Discrepancies. B. Contractor to Verify Existing Utility Locations Prior to Construction. C. Dimensions Are to Face of Framing, Face of Concrete, Gridline, or Centerline of Object, U.N.O. D. Detail Drawings or Larger Scale Drawings take Precedent Over Smaller Scale Drawings. E. Reference Structural for Shear Wall Locations. F. Interior Partition Walls to be Type I -2a, Typ, U.N.O. Reference a0.01 for Horizontal and Vertical Assemblies. G. Verify All Clearances/Rough Openings for Appliances, Plumbing and Equipment. H. Provide Backing or Strapping for all Wall Mounted Accessories, Furnishings, and Equipment, Verify Weights and Locations. I. Reference a0.02 for Accessibility Standards Typical Elevation Membrane Roofing System BOOT BY ROOFING MNF VERIFY CLEARANCES TO MEMBRANE; ROOFING INSTALLER TO REVIEW ALL STEEL DIMENSIONS FOR PROPER CLEARANCES TO ACHIEVE ADEQUATE FLASHING Tapered Polyiso Insulation HSS Post Per Strl. Steel Post Base per Strl HSS Horizontal Supports Per Strl Typical Section 3' - 1 0 " V f y 4' - 9 " V f y R e q ' d p e r S p e c ' d R T U 11 " MECH SCREEN NOTES: A. Metal Cladding: MNF: Metal Sales Mnf. Corp. Type: 7/8" Corrugated Rib Height: 7/8" Gauge: 24ga, Vfy per Span Material: Galvalume Finish: Standard Black Kynar Fasteners: Exposed B. See Structural for Framing Members and Attachment Roof Top Unit, Sizes Vary, See Mech 3" M i n 6" M i n Equipment Curb, See Mech for Requirements, Wrap with Membrane Roofing Set T.O. Screen Min 3" Above T.O. Tallest RTU in Screened Area Metal Cladding, Type 1c Closure Metal by Roofing Mnf HSS Diagonal Brace Per Strl. Cap Plate, Typ Pipe 3 STD, See Strl T.O. Concrete 2"x1" STL Tube Top Rail 2"x1" STL Tube Post @ EA End of Rail Section 3' - 0 " A1.00 3 Core Hole Into Concrete. Fill With Grout to Match Adjacent Concrete. PLAN SECTION STL Post STL Tube Post MI N 3" Core Hole into Concrete. Fill with Grout to Match Adjacent Concrete. Concrete 12 ' - 0 " Post Per Structural Vertical 2x3 Wood Slats w/ 1.5" gap 4x1 Horizontal Batten; Align w/ Battens on Building Exterior Horizontal Batten 1x 4 Horizontal Batten; Align w/ Battens on Building Exterior Crushed Gravel Surface Within Enclosure 4' - 1 1 / 4 " 4' - 1 1 / 4 " 3' - 9 1 / 2 " Concrete Pier Per Structural Brace Per Structural PROJECT # SHEET NUMBER RE V I S I O N : DATE 22 2 2 N E O r e g o n S t # 2 1 7 | P o r t l a n d , O R 97 2 3 2 This drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a regisered architect employed at MINARIK Architecture, Inc. is affixed above. Consultant: 97 1 −31 9 −62 4 9 | w w w . m i n a r i k a r c h . c o m Pr o j e c t S t a t u s : © 2020 MINARIK Architecture, Inc ALL RIGHTS RESERVED These Drawings are the Property of MINARIK Architecture, Inc and are not to be used or reproduced in any manner without prior written permission. 8/ 1 4 / 2 0 2 0 1 1 : 2 8 : 3 7 A M 1 1905 A1.00 Bu i l d i n g J a t t h e C a n n e r y D i s t r i c t Ca n n e r y D i s t r i c t P a r t n e r s , L L C 21 1 E a s t O a k S t r e e t Bo z e m a n M T , 5 9 7 1 5 08/11/2020 Site Plan Si t e P l a n R e v i e w N 1/16" = 1'-0" Site Plan 1 Site Plan Legend General Notes 1" = 1'-0" Mechanical Roof Top Unit Enclosure 4 1 1/2" = 1'-0" Typ. Site Handrail Section 2 1 1/2" = 1'-0" Typ. Site Handrail Base Connection 3 Parcel Area: 19,806 sf Existing Buildings: 0sf / 0% Proposed Buildings: 8,875 sf / 44.8% Driveway Circulation: 0sf / 0% Parking: 0sf / 0% Landscaped Areas: 3,035 sf / 15.3% ADA accessible routes including ramps, parkings spaces, handrails, curb cuts, signage, and construction details conform to the 2010 Americans with Disabilities Act Accessibility Guidelines (ADAAG). Parcel Coverage Statistics R E V I S I O N D A T E R E A S O N F O R I S S U E 1 7 /6 /2 0 2 0 S i t e P l a n R e v i s i o n s 1/2" = 1'-0" Section at Utility Screening 5 1