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HomeMy WebLinkAbout3.0 C1.0 Overall Site Plan 2019.07.18 LEGEND / X1oo.o0 EXISTING SPOT ELEVATION LP LOW-POINT X(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE / © EXISTING UG POWER BOX TBC TOP BACK OF CURB / Q EXISTING TELEPHONE BOX SW SIDEWALK ❑U EXISTING UTILITY BOX FF FINISH FLOOR LS LANDSCAPE ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL © EXISTING STORM SEWER MANHOLE EP EDGE OF PAVEMENT BOW BOTTOM OF WALL � O°0 EXISTING SANITARY SEWER CLEANOUT .4613 1' Sheet 1 OP 3 EXISTING FIRE HYDRANT / - ELEv 8 N EXISTING WATER VALVE BLOCK 6 EXISTING CURB STOP weer P°rk N°nor.Firer / m E EXISTING POWER POLE Aamti°n IX G DRIVE APPRO H Anita Courtney:25% ,N pJ m 6 b: EXISTING LIGHT POLE Interest / EXISTING WATER WELL E Kevin B.Hoggerty:251 �. m Qw ,ntereet ao 1 � ---W Cpl. PROPOSED SANITARY SEWER CLEANOUT Vp1 1_1 sInterestimkine:12.5% �p1;�o� ,yo Y pN Y •� - PROPOSED WATER VALVE G [v g ti W Tnomoe Simkine:12.5� �o� PROPOSED TABLE co m p VN ti N\N P Interest r" S`' (8) PROPOSED CURB STOP - N p William Simkins:1.5 \ ` � m• C ti QV� o o 1`1711et LOT 2A 10 TRAFFIC FLOW ztate o 7 _ 'A try Am.Plat F-36-F @ m DRAINAGE DIRECTION j I �pN�N r � FND.�/a'REBAR % �4� ' PROJECT Z PRaI c \ CVS 1 9TH �cate In Feet I � SLOPE PERCENTAGE AND DIRECTION 2,034 SF 0 ERCI EN 6ACE p�' rnn - ONSTRUCTIO TRAFFIC \ yH 0 30 [ 01 u = MAIN NDO PROPERTY BOUNDARY LINE '� _ _ �o CM a -SURROUNDING PROPERTY LINE -`L tip 121 j I FND.MAGNAIL g 0 9 W SETBACK LINE 1 �O �p,8' j - - - - Sea In Meters 8 - - - -EASEMENT LINE I pN�N �� 23'� Contour Intervals: f Foots oHB EXISTING OVERHEAD ELECTRIC LINE rc ---- ucB EXISTING UNDERGROUND ELECTRIC LINE PROPo D RT TION PON o� EXISTING GAS LINE ucr EXISTING UNDERGROUND PHONE LINE 0 2 D.MAGNAIL w EXISTING WATER MAIN Q� �� / / / // I I z3.o' I ASPHALLeAvlrac QI SS EXISTING SANITARY SEWER MAIN I I I I � �E7 T EXISTING STORM SEWER �i / VICINITY MAP IXlmrc CPS ER MAIN 013 o 30.0•WIDE SANITARY 6"w PROPOSED 8" WATER MAIN 2 CONSTRUCTION ROUTE MAP Lo D 4/1Y/2013 �- -9- I I I ,ERP�T€ASC1^3';PER ass PROPOSED 8" SANITARY SEWER MAIN C1.0 C1.0 _ SCALE:1"=500' SCALE:1"=500' dd ptq T PROPOSED STORM SEWER - is ENgLOSUREDS SEE 1 WE PROPOSED UNDERGROUND ELECTRIC LINE 'u, -ss-sS --I - AF2C-DETAI VLNJS� cns PROPOSED GAS LINE E I �I]0 I I�1 comm PROPOSED UNDERGROUND PHONE LINE ss w -PROPOSED SWALE/RETENTION POND CONTOUR PROPOSED CATCH CURB AND GUTTER s g SNo i I4 I I o5 PROPOSED SPILL CURB AND GUTTER DRAWING LIST J PROPOSED DROP CURB AND GUTTER / CON TR CT N D MP�TER a ASSUMED POSITION of C1.0 OVERALL SITE PLAN / / / EQUIPMENT A NG AREA I �a UNDERGROUND ELECTRIC LINE. I WWW/// I I w CONTRACTOR TO VERIFY O LOT 2 LOCATION. BENCHMARK C1.1 SITE GRADING AND DRAINAGE PLAN MEDIA 9'0 LOT 6A Mmor SI,1,6 eion No-72 l C1.2 B°pia A.B8erm°^ LOT 5 TOP OF SET RPC(C&H CP.60) DETAILS zt5aea9 N" ^ASPH 1 PAYING i Zeot SF i az P,em,BulI 34 ELEVATION=4813.72 FEET(NAND 88 FROM NGS OPUS SOLUTION) / 40 2060tngs,uP 34 LEGAL DESCRIPTION < 4 GENERAL NOTES = 40 LOT 6A,BLOCK 8,AMENDED PLAT F-36-I ucB I WEST PARK MANOR 1ST ADDITION 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE I £O RE 33. - _ w uGE NE 1/4,SEC.11,T.2 S.,R.5 E.OF P.M.M., WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN N 31 c� EXISTING CONTOUR(TYP.) CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA ENGINEERING DEPARTMENT. SPECIFICATIONS 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING wi OF CONSTRUCTION. ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE I ,, i I m m FND. MAGNAIL&DISK HEREBY INCORPORATED BY REFERENCE: 3. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. EXITING DRIVE APPROAFH r - o 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) u+ `^�R F LIN 90. I MARKED"C&H ENGR 2. CITY OF BOZEMAN MODIFICATIONS To MPWSS SIXTH EDITION INCLUDING 4. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE g - 4oN #9518' ADDENDUMS(2017) GEOTECHNICAL INVESTIGATION REPORT DONE ON THE SITE. Rr _ OWNER s. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA I W v �( REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS 23.0' MANHATTAN BANK EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. ` O 124 SOUTH BROADWAY STREET 6. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL z 4•'w 3 o _ I I cG r MANHATTAN,MT 59741 SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERWCE PROVIDER AT THE TIME OF o 3� IL�1, DEVELOPMENT ADDRESS APPLICATION FOR SERVICE. MEDIAN S 1941 WEST MAIN STREET 0 O GENERAL NOTES - SITE GRADING 8 DRAINAGE PLAN 1 ^ BOZEMAN,MT 59718 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR I I 1 I 41 SITE DATA TOP BACK of CURB ELEVATION. _ 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED. r EXISTING ZONING:COMMERCIAL COMMUNITY BUSINESS DISTRICT ( I ROPTH P 2-STORY BUILDING :-� I\72 12 PROPOSED USE: COMMERCIAL 3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5%GRADE FOR 10 FT 2X WITH PARTIAL BASEMENT 67Q BLOCK FRONTAGE:MIXED FOOTPRINT=5,307 SF GRADE AWAY FOR HARDSCAPED AREAS).GRADE AT BUILDING SHALL BE MINIMUM 0.5 Fr BELOW TOP d-L,. \ TrV4VVVyy//y444„11 LN=,I BUILDING SETBACKS: FRONT 10' ST FLOOR F.F.=4821.35' SIDE s' OF FOUNDATION WALL IN LANDSCAPED AREAS. LOT 1 REAR 10' 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/4'OF FINISH FLOOR minor 5uadivision Ho.72 '-a ROOF LINE V6iICLE PARKING SUMMARY ELEVATIONS. Big Sky I_-Holdings II, Gas PARKING CALCULATIONS(PER SECTION 38.540.050) LGC. Gns- 1 SPACES PER 300 SF USABLE FLOOR AREA 5. RETENTION PONDS SHALL BE 1.5-FT DEEP W/4H:1V EMBANKMENT SLOPES. 2244409 I 10.0' 0.0'SETBACK, is SETBACK GAs STREET VISION TRIANGLE PER II Ado 0 4,036 SF(1ST FLOOR)= 13 SPACES REQUIRED 6. SWALES SHALL BE 0.5 FEET DEEP W/4H:1V EMBANKMENT SLOPES. cAs MDT ROAD DESIGN MANUAL, O 2,954 SF(2ND FLOOR)= 10 SPACES REQUIRED _-- APPENDIX F-SIGHT 824 SF(BASEMENT)=3 SPACES REQUIRED 7. CURB CUTS SHALL BE 2.5-Fr WIDE AND SLOPED TO DRAIN TO SWALES. 1 ® (1)4x9'METAL-ELEC. BASE cns 1 DISTANCE, PAGES 9& 10 26 SPACES REQUIRED \ (2)-8X8"METAL �1 FND.RPC MAR ED EXITLN 32 SPACES PROVIDED w � Gns 'MORRISON& IERE"A CONSTRUCTION MANAGEMENT L w SO ARD U BICYCLE PARKING= 10%REQUIRED TOTAL \ ND.YPC UR�VC Gas _w- ucE uc[ 3 BICYCLE PARKING SPACES REQUIRED 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN w ucE 6 BICYCLE PARKING SPACES PROVIDED ON SHEET C1.0. 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THE PROJECT.THE TOPSOIL \\ ♦ gOfN u�E -- WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE.(APPROX.1 YEAR) �c HG �,•no- -ucc - //A�� COMMERCIAL OPEN SPACE SUMMARY 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATION EXCAVATION WILL BE STOCKPILED AT THE PARKING CALCULATIONS(PER SECTION 38.540.060.C) START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) \ w- -ucE EXISTING DRIVE 9PPROACK-- OPEN SPACE REQUIRED 2X OF DEVELOPMENT ENVELOPE - DEVELOPMENT ENVELOPE=55,901 SF DEVELOPER ARCHITECT --- MANHATTAN BANK RED RED BARN BARN MONTANA OPEN SPACE REQUIRED= 1,118 SF 124 SOUTH BROADWAY STREET 3084 THORPE ROAD OPEN SPACE PROVIDED=2,034 SF MANHATTAN,MT 59741 BELGRADE,MT 59714 - PARKLAND SUMMARY ARCHITECT CML ENGINEER PARKLAND REQUIREMENTS HAVE BEEN SATISFIED BY THE UNDERLYING SUBDIVISION. JOS ARCHITECTS C&H ENGINEERING AND SURVEYING, INC. / --uGE-- `A' PIN S��GG FND. GNAIL NO�CASHGI�UEU�OF IIN-UEWATER RIGHTS PAYMENT WILL BE REQUIRED FOR THIS PROJECT. 719BOZ WEST MTNDENB L STREET, 1091 SNONARIDGE DRIVE EgT _ KED NG PRIOR TO INITIATING CONSTRUCTION, T 59718 AN EROSION AND SEDIMENT CONTROL PLAN STREET VISION TRIANGLE PER MDT ROAD DESIGN MANUAL, SHALL BE APPROVED BY THE CITY OF BOZEMAN. APPENDIX F-SIGHT DISTANCE,PAGES 9& 10 / EXITING CURB GUTTER AND GROUND MOUNTED MECHANICAL EOUIPMENT SIDEWALK IN WEST MAIN Issue Date: 711812019 NO GROUND MOUNTED MECHANICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO / STREET R.O.W.DIGITIZED PER UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL AERIAL IMAGERY. ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED - WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. / ACKNOWLEDGEMENT CKNWLEDE LAWS ACCESS REQUIREMENTS THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL ciso KNOWLEDGE THAT THE CITY E BOZEMANBUILDING DIVISION WILL NOT REVIEW FOR COMPLIANCE WITH, NOR IS RESPONSIBLEBLE FOR ENFORCEMENT OF THE FEDERAL AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE ASFAIR HOUSING HE MONTANAEHUUMAN RIGHTS ACT,ACT OF 9OR OTHERIS,TITLE 4SIMILAR B,CHAPTER FEDERAL,°TATTE,LOR LOCAL KNOWN 1 ERALL SITE PLAN LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY HOUSING. C1.0 SCALE:1"=30' #190063