Loading...
HomeMy WebLinkAboutC1.0 OVERALL SITE PLAN AND PROJECT INFORMATION 05-23-19 LEGEND x EXISTING SPOT ELEVATION LP LOW-POINT � OF M�TANgt} x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE © EXISTING UG POWER BOX TBC TOP BACK OF CURB CT) TELEPHONE BOX SW SIDEWALK MARK A. P CHANDLER FF FINISH FLOOR No. 9518ES ❑U EXISTING UTILITY BOX LS LANDSCAPE EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL © EXISTING STORM SEWER MANHOLE EP EDGE OF PAVEMENT l✓EER O°0 EXISTING SANITARY SEWER CLEANOUT BOW BOTTOM OF WALL EXISTING FIRE HYDRANT f Sheet 1 of 3 EXISTING WATER VALVE R 4 ZONING ® EXISTING CURB STOP 0 m m E EXISTING POWER POLE m xx EXISTING LIGHT POLE m d Qw EXISTING WATER WELL ® PROPOSED SANITARY SEWER MANHOLE / m a ® PROPOSED STORM SEWER MANHOLEco ® PROPOSED STORM SEWER INLET c .>v o O° PROPOSED SANITARY SEWER CLEANOUT SITE SITE Syo PROPOSED FIRE HYDRANT LOT 2 .G d^, PROPOSED WATER VALVE o - o (PARKING LOT) LOT J' C u ® PROPOSED CURB STOP5ul�_ B 2 ZONING4 - PROPOSED LIGHT POLE [°a ® PROPOSED WATER WELL � �� � coNSTRu ION TRAFFC � 10.0' W EXISTING PAVEMENT EDGE R.O.W.TRAFFIC FLOW ALLEY C a � PROPERTY BOUNDARY LINE �FFF� OROOF EAVE ei SURROUNDING PROPERTY LINE EXISTING CONCRETE PAD AND TRANSFORMER NSY41 7 (ALL EAR _ O WW SETBACK LINE - 79.25 08941'5T -� -EASEMENT LINE uce - ---- MMIT -x-x-x EXISTING FENCE '} NOW ORAGE oee EXISTING OVERHEAD ELECTRIC LINE uce EXISTING UNDERGROUND ELECTRIC LINE LI PROPOSED BUILDING ICI l z ces EXISTING GAS LINE ZO INGDITION ucr F.F.F EXISTING UNDERGROUND PHONE LINE .F.ELEV. =4711.59 07 t-I EXISTING WATER MAIN m EXISTING SANITARY SEWER MAIN VICINITY MAP s CONS OG TRUCTION ROUTE MAP `I " Fr-I s, EXISTING STORM SEWER 2 �� TREE GRATE l QI C1.0 C1.0 SCALE: 1" = 500' - ICI e"w PROPOSED 8" WATER MAIN SCALE:1"= 500' o' e••ss PROPOSED 8" SANITARY SEWER MAIN I .W. �f.0ry sr PROPOSED STORM SEWER ��� uce PROPOSED UNDERGROUND ELECTRIC LINE LOT 6 cAs o� CONSTRUCTION D TE�UMPSR 13,002 Ac076 Sq.Ft yof o PROPOSED GAS LINE 5.0'SIDE I I � 0.3res � ucr PROPOSED UNDERGROUND PHONE LINE s"r Mnc�0 - - -PROPOSED SWALE/RETENTION POND CONTOUR sETBncK - 0 N ELEV. =A710.6' m BENCHMARK" M TOP OF RP (C&H CP.50) DRAWING LIST �I I� �'� = 4J� ELEVATION-4710.66 FEET(NGS OPUS SOLUTION) C1.0 OVERALL SITE PLAN AND PROJECT INFORMATION "R I $b W - o EXISTING BUILDING 7 LEGAL DESCRIPTION C1.1 SITE GRADING AND DRAINAGE PLAN �I F.F.ELEV. =4711.59 N LOT 7,BLOCK 16,BAXTER MEADOWS SUBDIVISION,PHASE 2A C1.2 DETAILS SE 1/4,SEC.34,T.1 S.,R.5 E.OF P.M.M., CITY OF BOZEMAN,GALLATININ COUNTY,MONTANA N I�11 SPECIFICATIONS GENERAL NOTES III F m ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE 6 HEREBY INCORPORATED BY REFERENCE: 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE _ ' WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) ENGINEERING DEPARTMENT. L 1 `" 10. FRONT Fly 2. CITY OF BOZEMAN MODIFICATIONS TO MPW55 SIXTH EDITION INCLUDING fJ C ADDENDUM (2017) 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING EXISTIN CURB ID GUTTER OWNER OF CONSTRUCTION. I 3. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. Fy FP&R, LLC PROPOSED RETENTION SWALE I l j I > i`R F EAV / ,^ QQ�� B37 7OZEMAN, EQUESTRIAN LANE 4. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS PROVIDED BY THE ./ BOZEMAN,MT 59718 GEOTECHNICAL ENGINEER. � � r4 DEVELOPMENT ADDRESS 5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA Scale In Feet N REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS I � 3717 EQUESTRIAN LANE EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 20 0 20 u \ 10.0'FRONT BOZEMAN,MT 59718 SETBACK T/1 6. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL 6 0 6 SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF 79.25 26941'57" G �T SITE DATA APPLICATION FOR SERVICE. Scale In Meters [S69-41' 7"W EXISTING SIDEWALK w Contour Intervals: 1 Foot 400 EXISTING ZONING: B-2(COMMUNITY BUSINESS) PROPOSED USE: BUSINESS GENERAL NOTES - SITE GRADING & DRAINAGE PLAN BUILDING SETBACKS: FRONT 10' 0 SIDE 5' 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR \ EXIST ®N- EET P KING REAR(ALLEY) 2' TOP BACK OF CURB ELEVATION. AREA OF LOT 7=0.3002 ACRES or 13,076 SQ FT 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON l AREA OF PAVING= 675 SO.FT.or 5.2%of LOT 7 LANDSCAPE ISLANDS IS LEVEL CURB. r O AREA OF STRUCTURES= 7,256 SO.FT.or 55.5%of LOT 7 40.0' IL�1 AREA OF PUBLIC STREETS=NONE 3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5%GRADE FOR 10 FT(2% PERCENT SITE COVERAGE= 61.8% GRADE AWAY FOR HARDSCAPED AREAS).GRADE AT BUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP ESTIMATED USABLE FLOOR AREA-5,280 SO.FT. OF FOUNDATION WALL IN LANDSCAPED AREAS. ESTIMATED GROSS FLOOR AREA= 7,692 SQ. Fr. FLOOR AREA RATIO=SB.SX 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8'OF FINISH FLOOR VEHICLE PARKING SUMMARY ELEVATIONS. 102.0' _ _ - - - - - - U PARKING CALCULATIONS(PER SECTION 38.540.050-6) R.O.W. RI1=� 1 SPACE PER 250 SO.FT. (OFFICE) 5. RETENTION PONDS SHALL HAVE 4H:1V EMBANKMENT SLOPES. 1 SPACE PER 200 SQ.FT. (HEALTH AND EXERCISE) ss ss ss r ss ss ss ss ss ss ss�ss ss (4,160 SF/200)=20.8 SPACES ORIGINALLY REQUIRED CONSTRUCTION MANAGEMENT (330 SF OFFICE/250)= 1.3 ADDITIONAL SPACES REQUIRED(NEW ADDITION) (790 SF H&E/200)=3.95 ADDITIONAL SPACES REQUIRED(NEW ADDITION) T ST ST ST ST ST S\ ST ST ST ST ST ST ST 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN \ \ \ CIO 26 TOTAL SPACES REQUIRED ON SHEET C1.0. 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THE PROJECT.THE TOPSOIL PARKING SPACES PROVIDED(FROM DOC.NO.2156020) WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE.(APPROX.1 YEAR) E ISTING N-STRn PARRI�JG 21 ON STREET(SEE PARKING STUDY FROM ABEUN TRAFFIC SERVICES FOR 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATIOIN EXCAVATION WILL BE STOCKPILED AT THE PARKING CAPACITY ANALYSIS) START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) PARKLAND SUMMARY PARKLAND REQUIREMENTS HAVE BEEN SATISFIED BY THE UNDERLYING SUBDIVISION. ACKNOWLEDGEMENT OF ACCESS DISCRIMINATION LAWS(ARM 2630EQUIR WATER RIGHTS(CASH-IN-LIEU? THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION. KNOWLEDGE THAT THE CITY BOZEMANBUILDING DIVISION WILL NOT REVIEW FOR r COMPLIANCE WITH,NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL 1S AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE PRIOR:9 INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN SHALL BE APPROVED BY THE CITY OF BOZEMAN. AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL Issue Date:5/23/2019 LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY GROUND MOUNTED MECHANICAL EQUIPMENT HOUSING. NO GROUND MOUNTED MECHANICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERLY SCREENED / WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. 1� LANDSCAPE R DANE FLEfCHER DESIGN 5 LANDSCAPEARCHECT ARCHITECTURE 65 HYALITE RANCH LANE 3084 THORPE ROAD BOZEMAN, MT 59718 BELGRADE,MT 59714 1 OVERALL SITE ciso ARCH TIECT CIVIL ENGINEER C1'0 SCALE:1"=20' NE45 ARCHITECTURE C&H ENGINEERING AND SURVEYING,INC. 37 E. MAIN STREET 1091 STONERIDGE DRIVE BOZEMAN, MT 59718 BOZEMAN,MT 59718 1181315