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014_C.3 Grading and Drainage Plan
E E E G G G WS WS WS WS WS WS SS SS T T // // // // // // // // // // // // // // // // // // // // // // // // // // // // 8 SS 8 SS 8 SS 8 SS 8 SS 8 W 8 W 8 W 8 W 8 W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS // // // // // // // // // // // // // // // // // // // // // // // // // // // E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T / / // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // E SS WS G T 11"X17": 1"= 20 ft N GRAPHIC SCALE 1 inch = ft. 0 ( IN FEET ) 10 5 10 10 H:\1086\016\ACAD\SHEETS\C-4_SitePlan.dwg Plot Date: 11/18/2021 3:32 PM S E R P O F S T N M O A A N G N D R SCHULTZ GARRETT 41803 PE A T N I G S I E O L E R E E E R I E N HEADWATERS PROJECT NUMBER DRAWING NUMBER DRAWN BY: DATE: 2021 VERIFY SCALE THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY © HEADWATERS ENGINEERING, INC. REVISION DATE: 190 NORTHSTAR LANE, BOZEMAN, MT 59718 HEADWATERSMT.NET 406-581-5730 PROJECT LOCATION MT BOZEMAN 11/10/21 GPS GRADING AND DRAINAGE PLAN TBD RAVALLI ST. THE RIDGE LOT 6 1086.016 C-3 7' 3.0' 5' 6.5' LEGEND UNDERGROUND ELECTRIC SEWER PIPE WATER SERVICE LINE EASEMENT OR SETBACK AS LABELED UNDERGROUND GAS LINE UNDERGROUND COMMUNICATION LINE EXISTING CONTOURS 0.5' INTERVAL 4" IRRIGATION CONDUIT PROPOSED SIDEWALK EXISTING CURB AND SIDEWALK 15' FRONT SETBACK EXISTING PARKING LOT PROPERTY BOUNDARY BUILDING FOOTPRINT, TYP PROPOSED AC UNIT 148.97' EXISTING LIGHT EXISTING 12' PUE PER MINOR SUB 365 5' SETBACK PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY 5' SETBACK 5' SETBACK REMOVE AND REPLACE 6.5' WIDE EXISTING CONCRETE SIDEWALK EAST OF BUILDING. SEE GRADING AND DRAINAGE SHEET FOR DETAILS INSTALL 7' SIDEWALK BEHIND CURB WITH 3' LANDSCAPED AREA SOUTH OF BUILDING GRADE THIS AREA TO ADJUST TO NEW SIDEWALK GRADES. SEE GRADING AND DRAINAGE SHEET FOR DETAILS. 118.14' 145.00' 84.57' EXISTING LIGHT 7' SIDEWALK 5' SIDEWALK 6.5' SIDEWALK RAVALLI ST. (60' R.O.W.) MIXED BLOCK FRONTAGE ROOF OVERHANG SIDEWALK ENCROACHMENT SEE NOTE 11 ACCESSIBLE PARKING STRIPING VISION TRIANGLE SNOW STORAGE AREA PER PUD 18' 9' CONSTRUCTION NOTES: 1. EXISTING ISLANDS ARE 8' WIDE MINIMUM. 2. EXISTING PARKING SPACES ARE 9' MIN. WIDTH. 3. EXISTING DRIVE AISLES ARE 24' MIN. WIDTH. 4. SEE GEOTECHNICAL REPORT FOR PARKING LOT SECTION DEPTHS. 5. EXISTING CURB RADII ARE 3' UNLESS OTHERWISE NOTED. 6. ALL INFRASTRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MONTANA PUBLIC WORKS. 7. THE CONTRACTOR SHALL CONTACT ONE CALL @ 1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL UTILITIES SHALL BE MARKED BEFORE DIGGING. UTILITIES SHOWN ARE FOR PLANNING PURPOSES ONLY. 8. THE CONTRACTOR SHALL NOTIFY THE BOZEMAN WATER & SEWER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK. 9. CONSTRUCTED SIDEWALKS SHALL MEET ALL SPECIFICATIONS AND REQUIREMENTS OF THE CITY OF BOZEMAN SIDEWALK POLICY. 10.LOT 6 AND THE AREA IN THE IMMEDIATE VICINITY OF LOT 6 WAS SURVEYED WITH GPS EQUIPMENT. THE REMAINING RIDGE ATHLETIC CLUB SUBDIVISION AND SURROUNDING ROADS ARE SHOWN GRAPHICALLY USING AERIAL IMAGERY. 11.SIDEWALK ENCROACHMENTS INTO SURROUND PRIVATE COMMON OPEN SPACE HAVE BEEN APPROVED BY THE RIDGE ATHLETIC CLUB PROPERTY OWNER'S ASSOCIATION. SEE APPROVAL LETTER IN TAB 9 OF THE CIVIL SITE PLAN SUBMITTAL DOC. 12."SWALK" = SIDEWALK. "12.81" REFERS TO ELEVATION 4812.81'. 28' TBC TO TBC EXISTING CLUSTER MAILBOXES EXIST. TREE, TYP. TYPE 1 HANDICAP RAMP SEE SHEET C-5 FOR DETAILS REMOVE AND REPLACE CURB TO MATCH HANDICAP RAMP 3.0' EXISTING RETENTION POND #3 1.5' DEEP 4:1 SIDE SLOPES CAPACITY = 5,099 CY PER 2007 C&H DESIGN REPORT EXISTING PUD SIDEWALK, IN PRIVATE COMMON AREA 1A EXISTING COMMERCIAL BUILDING LOT 5 0.28 ACRES PART OF PRIVATE COMMON AREA 1A PRIVATE COMMON AREA 1A STORM STORM SWALE TO POND TRUNCATED DOME, TYP FLOW-THRU CURB TO RETENTION POND #2 8% RAMP 8% RAMP LANDING BUILDING SLAB ELEV = 4,812.28' EXISTING STORM SWALE TO POND 2.0% MAX 2.0% MAX 2.0% MAX 2.0% MAX 2.0% MAX 2.0% MAX INSTALL 15 LF 6" PVC STORM DRAIN PIPE @ 0.5% SLOPE SWALK = 11.75' SWALK = 11.81' SWALK = 12.08' SWALK = 12.22' SWALK = 12.08' SWALK = 12.22' SWALK = 12.28' SWALK = 10.60' SWALK = 10.13' SWALK = 10.26' SWALK = 09.86' SWALK = 09.88' SWALK = 12.15' SWALK = 11.79' SWALK = 11.90' SWALK =12.15 SWALK = 12.60' SWALK = 12.90' SWALK = 12.33' SWALK = 12.81' SWALK = 12.36' SWALK = 12.19' SWALK = 12.22' SWALK = 12.22' SWALK = 10.79' SWALK = 12.28' SWALK = 12.22' SWALK = 12.22' SWALK = 12.72' EXISTING SIDEWALK EXISTING SIDEWALK SWALK = 12.28' SWALK = 12.15' SWALK = 12.81' SWALK = 12.23' SWALK = 12.19' SWALK = 12.15' SWALK = 11.83'