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Home My WebLink AboutSDP-07 - GRADING & DRAINAGE PLANT 4" 4" PROPOSED BUILDING 621 W. MENDENHALL STREET BOZEMAN, MT 59715 FFE = 4821.77 6.0'N00°04'35"E 120.04'1.5%W. MENDENHALL ST. (50' ROW) ALLEY (20' ROW)1.5%2.0%1.7%1.5%9.3%1.5%1.0%1.8%1.8%1.5% 1.5% 1.5%1.5% 2.2% 1.5% 9.3% 3.3% 8.3%1.5% 1.5% 1.5%9.3%1.5%1.5%1.0%1.5%1.5%5.5'1.2'3.1%4.8%20.5% 6.0' 5.5' 1.2'S00°04'52"E 140.13'N89°38'30"E 144.94' S89°39'46"W 126.32'PROPERTY LINE FIRE HYDRANT TO BE RELOCATED IN ADJACENT BOULEVARD PROPERTY LINE PROPERTY LINE PROPERTY LINE 10.0'10.0'5.9'0.5%0.5%1.0% 1.1% 2.4% 0.3% 0.5% 0.0% 0.1% 0.1% 0.5% 0.2% 0.5% 4.9%4.1%4.8%5.9%5.2%5.4%4.6%6.7%4.9% 4.6% 4.1% 3.4% 4.0% 5.1% 4.7% 3.8% L = 30.34' R = 20.00' Δ = 86°55'29" PROPERTY LINE 0.6%0.3%0.3%0.3%0.3%0.3%0.3% 0.4% 0.3% 0.3%0.3% 0.3% 0.3% 0.4% 0.0% 0.3% 0.3% 2.1% 2.3%2.0%1.8% 2.0% 2. 1 %1.6%1.9%1.9%1.6% 1. 2 % 1.5%1.5%1.1%1.1%1.1%1.1%1.1%1.1%1.1%1.1%4.8%4.8%2.0%2.0%4.8%2.0%5.0%5.0%2.7%4.4%3.0%3.0%8.0%5.8%3.0%1.7%1.6%1.6%5.2%1.4%1.5%0.8%0.8%4821.50EX 4821.40EX 4821.39EX 4821.21EX 4821.15EX 4821.11EX 4821.34EX 4820.85EX/FL 4821.47EX 4821.22EX 4820.24EX 4820.18EX 4820.10EX 4819.90EX 4819.78EX 4819.70EX 4819.56EX 4819.51EX 4819.33EX/FG 4819.29EX/FL 4819.82EX 4821.40EX 4820.34EX 4820.42EX 4820.52EX 4820.73EX 6.7% 4821.17EX 4.7%4.5%4821.25EX/TOC 1.3% EXISTING PUBLIC SIDEWALK CURB RAMP CONSTRUCTED PER MDT FEDERAL AID PROJECT CMDP 118-1(5)0 PROPOSED STANDARD CATCH CURB & GUTTER RE: MDT DWG. NO. 609-05 PROPOSED DRIVE APPROACH RE: COB DWG. NO. 02529-5A PROPOSED ALLEY APPROACH RE: COB DWG. NO. 02529-7A 1.1%1.1%1.1%1.1%1.1%1.1%1.1%4820 4820 4820482 0 4820482148224822 4821 48 2 1 4820 4820482148214821 PARKING GARAGE INGRESS/EGRESS FFE = 4821.77 PEDESTRIAN INGRESS/EGRESS FFE = 4821.77 PEDESTRIAN INGRESS/EGRESS FFE = 4821.77 PEDESTRIAN INGRESS/EGRESS FFE = 4820.64 PARKING GARAGE INGRESS/EGRESS FFE = 4820.87 AASHTO SIGHT TRIANGLE 50' STREET VISION SIGHT TRIANGLE 10' STREET VISION SIGHT TRIANGLE 3.7%4.2%5.4%6.0%5.2%5.7%4821.10EX/FL 4821.52EX 4820.84EX/FL 1.7%4821.43EX/TOC 4821.15EX/FG 4821.46EX 4821.41EX 4821.41EX 4821.41EX 4821.37EX 4821.38EX 0.8% 0.8 % 0 . 0% 0 . 0%0.8%0.3%1.4%0.9%4.0% 4821.22EX/TOC 4820.89EX/FG 4.8% 4.9% 3.9% 4.0% 4.3%1.8%1.5%1.5%5.0% 4.1% 3.4% 4819.64EX/TOC 3.5% 3.4% 4.7% 4821.40EX 4821.35EX 1.3% PROPOSED STANDARD CATCH CURB & GUTTER RE: MDT DWG. NO. 609-05 4820.87EX 11.3%10.0%4821.41EX 4 8 2 1 1.6%1.7%1.7% 1.6% 1.8% 1.8% 1.8% 0. 5% 0. 4% 0. 3% 1. 3%1.2%1.1%1.5%1.2%4819.91EX 4821.25EX1.8%PROPOSED SIDEWALK CHASE RE: COB DWG. NO. 02720-11A 3.8%1.6%3.8%3.4%2.3%3.4%1.3% 0.5% 0.1%0.1% 0.5% 1.2%2.3%1.8%2.3%0.4% 0.5% 0.2% 2.4% 4821.41EX 4821.76 4821.76 4821.57 4821.87 4821.84 4821.83 4821.74 4821.15FL 4821.08FL 4821.05FL 4820.97FL 4820.92FL 4820.87FL 4820.78FL 4819.95FL 4819.91FL 4819.85FL 4819.56FL 4819.62FL 4819.45FL 4819.35FL 4821.63 4821.68 4821.75 4821.66 4821.75 4821.66 4821.65 4821.76 4821.77 4821.77 4821.75 4821.77 4821.77 4821.73 4821.73 4821.56 4821.60 4821.59 4821.50 4821.52 4821.45 4821.50 4821.50 4821.40 4821.46 4821.52 4821.77 4821.77 4821.71 4821.66 4821.464821.37 4821.48 4820.63 4820.63 4820.53 4820.53 4820.43 4820.54 4820.314820.20 4820.14 4820.23 4820.25 4819.66 4819.75 4819.77 4819.97 4819.96 4819.87 4819.94FL 4820.05FL 4820.22FL 4820.49FL 4820.44 4820.87 4820.87 4820.69 4820.75 4820.66 4820.65 4820.66TOC 4820.61EX/FG 4820.55 4820.52 4820.52TOC 4820.52EX/FG 4820.32TOC 4820.32EX 4820.38TOC 4820.38EX 4821.49 4821.50 4821.37TOC 4820.93FG 4821.42 4821.56 4821.554821.54 4821.52 4821.52 4821.51 4821.46 4821.49 4821.54 4821.53 SIDEWALK CHASE INV = 4819.67 SIDEWALK CHASE INV = 4819.88 4820.29 4820.15FL 4820.75 4820.54 4820.31TOC 4820.31EX 4820.19FL 4820.72 4820.53 4820.42TOC 4820.62EX 4820.35FL 4820.72 4820.59 4820.54TOC 4820.54EX/FG 4821.66 4821.44 INTERNAL STORM SEWER PIPE FROM VAULT TO SIDEWALK CHASE PEDESTRIAN INGRESS/EGRESS FFE = 4821.50 PROPOSED STORMWATER DETENTION VAULT W/ TRIPLEX REDUNDANT PUMPS REQUIRED VOLUME = 2,154 CUBIC FEET PROPOSED STANDARD CATCH CURB & GUTTER RE: MDT DWG. NO. 609-05N. 7TH AVENUEPROPOSED STANDARD CONCRETE SIDEWALK RE: MDT DWG. NO. 608-05 4821.61 4821.66 SITE DEVELOPMENT PLAN THE NORTHERN REMAINDER PORTION LOT 20, LOTS 19-16, & WEST 9' OF LOT 15 OF TRACY'S SECOND ADD. CITY OF BOZEMAN, GALLATIN COUNTY MONTANA LOCATED AT 621 W MENDENHALL ST 101 E. Loucks Street, #300 Sheridan, WY 82801 PHONE: 970-227-0714 NOTES: 1.PLEASE REFER TO THE GEOTECHNICAL REPORT FOR EXCAVATION, GRADING, COMPACTION, AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE. 2.NO OFFSITE GRADING SHALL OCCUR. ALL GRADING SHALL OCCUR ON-SITE OR WITHIN THE RIGHT-OF-WAY, AS SHOWN ON THESE PLANS. 3.REFER TO THE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR INFORMATION. 4.REFER TO THE LANDSCAPE PLANS FOR SITE DETAILS AND PLANTING PLANS. 5.ANY DISTURBED NON-PAVED AREAS WILL SLOPE TO DRAIN AWAY FROM PROPOSED BUILDINGS AT 10% MIN. OR 3:1 MAX. 6.BUILDING INFORMATION - DIMENSIONS, LOCATION, UTILITY CONNECTIONS AND SIZES, ETC. WERE PROVIDED BY OTHERS. REFER TO THE APPROPRIATE ARCHITECTURAL AND MEP DRAWINGS FOR DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE MOST CURRENT APPROVED ARCHITECTURAL/MEP DRAWINGS AND COORDINATE BUILDING LOCATIONS AND UTILITY CONNECTIONS WITH THESE CIVIL DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 7.COMPLY WITH CITY OF BOZEMAN STANDARDS, SPECIFICATIONS AND DETAILS FOR CONSTRUCTION OF CURB & GUTTER, SIDEWALK, ETC. COMPLY WITH MONTANA DEPARTMENT OF TRANSPORTATION (MDT) STANDARDS, SPECIFICATIONS AND DETAILS FOR CONSTRUCTION OF ADA RAMPS. 8.NOTIFY ENGINEER IF FIELD CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PLANS. 9.THERE ARE NO EXISTING WATERCOURSES OR SIGNIFICANT DRAINAGE FEATURES ON THE SITE. 10.WATER QUALITY IMPROVEMENT FACILITIES WILL INCLUDE A PROPRIETARY DEVICE AS DESCRIBED IN THE MONTANA POST-CONSTRUCTION STORM WATER BMP DESIGN GUIDANCE MANUAL SECTION 5.9. REFER TO MECHANICAL PLANS FOR DETAILS. ABBREVIATION LEGEND: ME MATCH EXISTING EG EXISTING GROUND FFE FINISHED FLOOR ELEVATION TOS TOP OF STEP BOS BOTTOM OF STEP FL FLOWLINE TOC TOP OF CONCRETE FG FINISHED GRADE GB GRADE BREAK HP HIGH POINT LP LOW POINT TOW TOP OF WALL BOW BOTTOM OF WALL DS DOWNSPOUT INV INVERT ELEVATION 0'10'20' SCALE: 1" = 10' N FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE CALL 2 BUSINESS DAYS IN ADVANCE CENTER OF MONTANA CALL UTILITY NOTIFICATION 1-800-424-5555 MEMBER UTILITIES. PROPOSED MINOR CONTOURS5024 5025 PROPOSED MAJOR CONTOURS EXISTING MINOR CONTOURS5024 5025 EXISTING MAJOR CONTOURS 6226. 4 2 2.0% PROPOSED SPOT ELEVATION PROPOSED SLOPE SDP-07 GRADING & DRAINAGE PLAN 7 OF 28 PROPOSED SANITARY SEWER LINE PROPOSED WATER SERVICE PROPOSED WATER VALVE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING POWER POLE EXISTING GUY WIRE EXISTING WATER METER EXISTING LIGHT POLE EXISTING FIBER OPTIC LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD POWER LINE EXISTING SANITARY SEWER LINE EXISTING UNDERGROUND POWER LINE EXISTING UNDERGROUND TELEPHONE LINE PROPOSED CURB BOX PROPOSED CORP STOP PROPOSED BACKFLOW PREVENTER EX RIGHT-OF-WAY/ PROPERTY BOUNDARY LEGEND: CONTROL POINT PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT PROPOSED SEWER CLEANOUT PROPOSED ELECTRIC SERVICE PROPOSED TELEPHONE SERVICE PROPOSED GAS SERVICE PROPOSED FIRE DEPARTMENT CONNECTION BENCHMARK: ELEVATION DATUM IS NAVD 88 BASIS OF BEARING: BOBCAT LDP COORDINATE SYSTEM POINT NORTHING EASTING ELEVATION DESCRIPTION 30 120391.19 380214.59 4821.11 MDT Cu Plug LS59853 96 120340.70 380215.51 4822.33 CH MAG DISK 97 120549.24 380217.82 4819.94 MAG NAIL 98 120536.01 380339.37 4820.54 MAG NAIL 99 120440.54 380329.09 4821.26 MAG NAIL CONTROL POINT TABLE: 11/7/25 7 OF 27