Entellus 75 NORTH STREET MERRILL SHERIFF CONSTRUCTION. 181 North 200 West, Suite #4. Bountiful, UT Phone

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1 Entllus DUMPSTER PAD AND REPLACE WITH NEW BETWEEN THESE TWO POINTS SAWCUT ALONG DEMO LINE REMOVE PARKING SPOTS CURB, GUTTER, ASPHALT AND LANDSCAPING, WITHIN HATCHED AREA FOR NEW ADDITION CURB & GUTTER AND REPLACE FOR NEW PARKING SPOT C300 DEMOLITION PLAN

2 END OF NEW 2.5' MINOR CONCRETE RETAINING WALL 5' 8' ADDITION R1 8' SIDEWALK 5' CONNECT TO SIDEWALK RE-CONNECT TO LAND DRAIN BUIING C-1 C-2 C-3 C-4 C-5 R-1 SYMBOL LEGEND ASPHALT & BASE PER DETAIL C-1, SHEET C900 24" CONCRETE RELEASE CURB & GUTTER PER DETAIL C-2, SHEET C900 CURBWALL PER DETAIL C-3, SHEET C900 CONCRETE SIDEWALK PER DETAIL C-4, SHEET C900 DUMPSTER PAD PER DETAIL C-5, SHEET C900 2' MINOR ROCK RETAINING WALL PER DETAIL R-1, SHEET C900 Entllus C ' C5 RE-CONNECT TO LAND DRAIN MATCH RELEASE CURB C ' C3 18' 6.8' 18' 5 PARKING SPOTS CONCRETE OUTSIDE OF ELEVATOR FLUSH WITH EXIST. CONCRETE WALKWAY 2 5 PARKING SPOTS ' PARKING SPOTS ' 00 SITE PLAN

3 SCALE: 1" = 20' Entllus 6' CHAIN LINK FENCE ' BUIING HEIGHT: 19.5' 61.97' 51.18' BUIING HEIGHT: 30'± BUIING HEIGHT: 30'± 30.47' BUIING HEIGHT: 21.5'± 01 SITE PLAN

4 4224-2: :1-1.50% -1.98% ADDITION MINOR RETAINING WALL TOW: TOE: % BUIING -1.96% TOC: % -1.91% (4226) SYMBOL LEGEND SPOT ELEVATION SPOT ELEVATION GRADE DOWNWARD GRADE INDEX CONTOUR MINOR CONTOUR Entllus 4258 CONTOUR MINOR CONTOUR -3:1 TOA: TBC: % % TOC: % % TOC: ACCESSIBLE AREA CONSTRAINTS ALL ACCESSIBLE AREAS ARE TO MAINTAIN THE FOLLOWING MAXIMUM SLOPES AND TOLERANCES: ACCESSIBLE PARKING: MAXIMUM SLOPE OF 1:48 (2%) THROUGHOUT. ACCESSIBLE ROUTE: MINIMUM WIDTH OF 48". MAXIMUM SLOPE OF 1:20 (5%) ALONG THE ROUTE, MAXIMUM CROSS-SLOPE OF 1:48 (2%). ACCESS ROUTE TURNAROUNDS: A CLEAR 60" TURNING DIAMETER. MAXIMUM SLOPE OF 1:48 (2%) IN ANY DIRECTION. LEVEL LANDING / EXTERIOR DOOR LANDING: MINIMUM SIZE OF 60"X60". MAXIMUM SLOPE OF 1:48 (2%) IN ANY DIRECTION. ACCESSIBLE EGRESS TO PUBLIC WAY: MAXIMUM SLOPE OF 1:20 (5%) ALONG THE ROUTE, MAXIMUM CROSS-SLOPE OF 1:48 (2%). ADA ACCESS RAMPS: MAXIMUM SLOPE OF 1:12 (8.33%), WITH A MAXIMUM CROSS-SLOPE OF 2%. THE TRANSITION BETWEEN ASPHALT AND CONCRETE IS NOT TO EXCEED 1/2" VERTICAL (1/4" IF BEVELED) C500 GRADING PLAN

5 2. PLACE MATERIAL PER APWA SECTION " ASPHALT UNDISTURBED NATIVE SOIL 8" COMPACTED BASE COURSE 3. CONTROL JOINTS AT INTERVALS. 4. BITUMINOUS MATERIAL EXPANSION JOINTS ARE REQUIRED AT 50' INTERVALS. 18" 1-1/2" RADIUS 12" 6' 24" 7" COMPACTED ROAD BASE CONCRETE CURB & GUTTER 1. CONCRETE IS TO BE 4,000 PSI TEST. 2. CONTROL JOINTS AT INTERVALS. 3. BITUMINOUS MATERIAL EXPANSION JOINTS ARE REQUIRED AT 50' INTERVALS. 4. STEEL REINFORCEMENT IS TO BE DEFORMED GRADE 60 STEEL, GALVANIZED OR EPOXY COATED. ASPHALT PER PAVING SECTION DETAIL 18" CONCRETE CURB WALL W/ #4 TOP & BOTTOM 3. CONTROL JOINTS AT 5' INTERVALS. 4. BITUMINOUS MATERIAL EXPANSION JOINTS ARE REQUIRED AT 50' INTERVALS. 4" 4" 4" THICK CONC. SIDEWALK SLAB (THICKEN TO IN ANY AREA THAT WILL HANDLE VEHICLE TRAFFIC) SEE PLAN 4" COMPACTED ROAD BASE (THICKEN TO IN ANY AREA THAT WILL HANDLE VEHICLE TRAFFIC) 48" MAX. 24" MIN..5'.33' 1.5' 8" CAST-IN-PLACE CONC. RETAINING WALL #5 VERTICAL J-BAR 12" O.C. #5 HORIZONTAL 12" O.C. 2-1/2" CLEARANCE FROM REBAR TO EDGE OF CONC. ALL AROUND 2 EA. #5 REBAR LENGTHWISE WITH TOP 12" O.C. & 12" O.C. 3X12" CONC. FOOTING Entllus C-1 00 ASPHALT SECTION C " RELEASE CURB & GUTTER C-3 00 CONCRETE X18" CURBWALL C-4 00 CONCRETE SIDEWALK R-1 00 MINOR CONCRETE RETAINING WALL PRECAST CONC. CAP W' #4 CAST-IN BARS SET INTO GROUT-FILLED CELLS C.M.U. WALL TO MATCH BG. COLOR # 4 1 O.C. BOTH WAYS IN GROUT-FILLED CELLS CONC.-FILLED THICK CONC. FLOOR SLAB W/ #4 1 O.C. BOTH WAYS FLOOR SLOPES 2.0% 12" THICKENED SLAB AT FRONT THICK CONC. SLAB W/ #4 1 O.C. BOTH WAYS SEE PLAN ROAD BASE COMPACTED TO 95% DENSITY 3 18" CONC. BASE IN SONOTUBE 12" ROAD BASE COMPACTED TO 95% DENSITY CONC. FOUNDATION WALL W' #4 1 O.C. BOTH WAYS 24"X10" CONC. FOOTING W' TOP MAT & 1 O.C. & 2EA. #4 LONGITUDINAL REBARS SECTION VIEW 42" 64" 72" SOLID ORNAMENTAL GALVANIZED STEEL DOUBLE GATE PAINTED TO MATCH BUIING 74" 72" FRONT VIEW SELF-LATCHING MECHANISM REQUIRED DUAL DROP ROD REQUIRED ATTACH GATE HINGES TO CONC.-FILLED 24"X10" CONC. FOOTING W' TOP MAT & 1 O.C. & 2EA. #4 LONGITUDINAL REBARS 1. BACKFILL IS TO BE COMPACTED PER THE GEOTECHNICAL ENGINEER'S FILL PIPE WITH CONCRETE ROUND TOP OVER & FINISH C.M.U. WALL TO MATCH BG. COLOR # 4 1 O.C. BOTH WAYS IN GROUT-FILLED CELLS CONC.-FILLED W/ 18" CONC. BASE IN SONOTUBE SEE PLAN FOR DIMENSION SEE PLAN FOR DIMENSION MIN. 74" STEEL PIPE MIN. 1/4" WALL THICKNESS FINISH GRADE SURFACE OPAQUE GATE REQ'D ATTACH HINGES TO 3 MIN. 18" MIN. CONCRETE BASE IF SONOTUBE IS USED, COMPACT BACKFILL TO 95% DENSITY PLAN VIEW C-5 00 CMU DUMPSTER ENCLOSURE C900 SITE DETAILS