Loading...
HomeMy WebLinkAbout036 - AS1.1 - ARCHITECTURAL SITE DETAILS4' - 4 3/8" C.J. SLOPE TO DOOR DUMPSTER BY OWNER 6' - 8"16' - 0"6"10' - 8"5' - 0"6"10' - 6"8"10' - 6"6"DUMPSTER BY OWNER C.J. C.J. C.J. C.J.22' - 8"AS1.12 3 AS1.1 15' - 8" LINE OF ROOF ABOVE CANE BOLT & RECEIVER -TYP. CANE BOLT & RECEIVER -TYP. NOTE: GATES TO BE ABLE TO SWING 180 DEGREES, COORDINATE LANDSCAPE PLACEMENT 6' - 0"4"2' - 0 3/4"4" SOLID CMU CAP W/ SLOPED TOP, BEVEL END AND CORNER UNITS W/ MATCHING BEVEL - SLOPE INTO ENCLOSURE 8" SPLIT FACE CMU FOUNDATION -SEE STRUCTURAL GRADE VARIES PROVIDE SELF ADHERED FLASHING MEMBRANE BELOW CAP W/ WEEPS AT 24" O.C. ON BOTH SIDES OF WALL. CONCRETE SLAB - SEE CIVIL WEEPS @ 32" O.C. FLASHING -BLOKFLASH 8'-0" MIN. COATED METAL DRIP EDGE FLASHING AT EAVE AND RAKE, WITH CONT. CLEAT STANDING SEAM METAL ROOFING OVER PURLINS GALVANIZED AND PAINTED STEEL PURLINS, SEE STRUCTURAL FOR SIZE AND SPACING, WITH STEEL END CAPS GALVANIZED AND PAINTED STEEL COLUMNS -SEE STRUCTURAL COATED STEEL BEAM WITH END CAPS -SEE STRUCTURAL G.C. TO VERIFY MIN./MAX. HEIGHT W/ LOCAL JURISDICTIONAL AUTHORITIES & TRASH HAULER SOLID CMU CAP, BEYOND ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED AND PAINTED HEAVY DUTY VINYL FENCE GATE TO MATCH ENCLOSURE - INSTALL TURN BUCKLES TO FORM SUPPORT ON BACK SIDE OF GATE GALV. TUBE STEEL GATE FRAMING WITH TURN BUCKLES AT HINGES HEAVY DUTY DOUBLE GATE FLIP LATCH EQUAL TO SENTRY BY DAC INDUSTRIES INC 6" DIA. CONC. FILLED BOLLARD -SEE DETAIL THIS SHEET, SIM. ROOF STRUCTURE OPEN AIR BETWEEN MASONRY WLL AND ROOF 6' - 0"6"3' - 0"1"4' - 0"ROUND TOP WITH CONCRETE 6" GALVANIZED STEEL PIPE - FILL w/ CONCRETE. SEE PLANS FOR LOCATIONS. SEAL JOINT AROUND POST GRADE OR PAVEMENT - SEE CIVIL 2' -0" DIA. CONCRETE FOUNDATION AREA OF SIGN TO BE 8 SF OR LESS PER BOZEMAN ZONING ORDINANCE SECTION 38.560.060.B.2 PROPOSED MONUMENT BASE (MATERIAL TO BE DETERMINED) -PROVIDED BY OWNER NOTE: MONUMENT SIGN TO BE SET BACK A MINIMUM OF 5'-0" FROM PROPERTY LINES AND SHALL NOT BE LOCATED SIGHT DISTANCE TRIANGLE5' - 0" (MAXIMUM)1'-0" DIA CONCRETE FOUNDATION 6"2' - 6"4"PROVIDE SIGN(S) AS REQUIRED TO MEET ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS INCLUDING, BUT NOT LIMITED TO SIGN SIZE, FONT STYLE AND SIZE, VERBIAGE, GRAPHICS, COLOR, CONTRAST, AND REFLECTIVITY. MOUNT BOTTOM OF SIGN AT 6'-9" ABOVE WALKING SURFACES AND 5'-1" ELSEWHERE. 2" SQUARE SIGN POST -STEEL W/ BAKED ENAMEL BLACK FINISH GRASS -SEE CIVIL 6"2' - 6"CONCRETE OR ASPHALT PAVING -SEE CIVIL PEDESTAL MAILBOXES, NUMBERS ON PLANS INDICATE THE MAILBOX MODEL NUMBER -BASIS OF DESIGN FLORENCE 6" X 6" TREATED WOOD POST (TYP.) LINE OF ROOF STRUCTURE ABOVE AS1.110 AS1.1 9 1570-16 1570-16 1570-16 1570-16 1570-16 1570-16 1570-16 1570-16 1570-16 1570-16 1570-16 1570-16 1570-16 1570-16 1570-12 1570-12 1590-T2 1590-T2 1590-T2 1590-T2 FIRST FLR 100' -0" PEDESTAL MAILBOXES - SEE FLOOR PLAN FOR PEDESTAL BOX MODEL NUMBERS 6x10 PRESSURE TREATED WOOD BEAM (BOTH SIDES) 6X6 PRESSURE TREATED POST (TYP.)3' - 6"4' - 0"M1M2M3M4M5FIRST FLR 100' -0" 4" 1'-0"8' - 0"3' - 6"4' - 0"BRG HEIGHT 8' - 0" 6X6 PRESSURE TREATED POST (TYP.) 18" DIA. CONCRRETE FOOTING W/(4) #4 BARS VERTICAL AND #3 TIES @12" OC HORIZONTAL 4" CONCRETE SLAB 6X10 PRESSURE TREATED BEAM 2X BLOCKING W/SIMPSON A35 CLIP @24" OC SIMPSON H2.5T CLIP EACH JOIST (TYP.) SIMPSON PC6Z/EPC6Z POST CAP FROM BEAM TO COLUMN (TYP.) 2X6 @24" OC 3/4" ROOF SHEATHING ASPHALT SHINGLES 2X6 SHAPED BLOCKING AS REQUIRED (TYP.) PEDESTAL MAILBOX - SEE FLOOR PLAN AND ELEVATION GENERAL MAILBOX NOTES 1. ALL WORK SHALL COMPLY WITH USPS STD-4C AND ALL UNITS SHALL BE DESIGNED SUCH THAT THEY ARE IN COMPLIANCE WITH THE FOLLOWING INSTALLATION REGULATIONS. 2. THE USPS LOCK PARCEL BOXES SHALL BE LOCATED NO HIGHER THAN 48" ABOVE THE FINISHED FLOOR. 3. PROVIDE ONE PARCEL BOXES PER EVERY 5 MAILBOXES. 1. NO PARCELL LOCKER COMPARTMENT (INTERIOR BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 15" ABOVE THE FINISHED FLOOR. 2. NO CUSTOMER COMPARTMENT (INTERIOR BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 28" ABOVE THE FINISHED FLOOR. 3. THE USPS ARROW LOCK SHALL BE LOCATED BETWEEN 36" AND 48" ABOVE THE FINISHED FLOOR. 4. ALL CUSTOMER COMPARTMENTS DESIGNATED FOR TYPE A / UFAS AND FAIR HOUSING UNITS, SHALL BE POSITIONED LESS THAN 48" ABOVE THE FINISHED FLOOR. 5. NO NON-ACCESSIBLE PATRON LOCK SHALL BE LOCATED MORE THAN 67" ABOVE THE FINISED FLOOR. MAILBOX KEYNOTESM ISSUANCE PROJECT NUMBER N O T F O R C O N S T R U C T IO N Copyright © 2024 HDJ Inc. All Rights Reserved Autodesk Docs://DevCo Graf Street - Canter Bozeman MT 2023.0085/2023.0085 - Arch.rvt2023.0085ALDER RIDGE APARTMENTSGRAF ST. APARTMENTS, LLCAS1.1 ARCHITECTURAL SITE DETAILSGRAF STREET, BOZEMAN. MT 59715NEW CONSTRUCTION FOR1/4" = 1'-0"AS1.1 DUMPSTER ENCLOSURE PLAN1 1/2" = 1'-0"AS1.1 DUMPSTER WALL SECTION3 1/4" = 1'-0"AS1.1 DUMPSTER ELEVATION2 1/2" = 1'-0"AS1.1 BOLLARD DETAIL4 1/2" = 1'-0"AS1.1 MONUMENT SIGN5 3/4" = 1'-0"AS1.1 ACCESSIBLE PARKING SIGN DETAIL6 1/4" = 1'-0"AS1.1 MAIL KIOSK PLAN8 1/4" = 1'-0"AS1.1 MAIL KIOSK FRONT ELEVATION9 1/2" = 1'-0"AS1.1 MAIL KIOSK SECTION10 NO. DATE DESCRIPTION 1 2025.08.29 SITE PLAN RESPONSE 2 2 2025.10.10 SITE PLAN RESPONSE 3 2