HomeMy WebLinkAbout026 C1.0 SITE PLAN4712.5200' TO RR TRACKS400' RAILWAYRIGHT OF WAYIRON HORSE ROADLOT 3LOT 4GLEN LAKE COMMERCE SUBDIV.7,521 SQ FT0.173 ACREBLOCK FRONTAGE CLASSIFICATION: OTHER60' R/WINSTALL NON-RESIDENTIALDRIVEWAY APPROACH PERCOB STD DWG NO. 02529-12(SEE DETAIL 1, C1.1)3' SIDE YARD3' SIDE YARD3' REAR YARDEXISTING 4" SEWERSERVICE LINEINSTALL 4" SEWERSERVICE LINEINSTALL 1" WATERSERVICE LINEEXISTING 1" WATERSERVICE LINESNOW STORAGESNOW STORAGEPROPOSED 5' WIDECONC. SIDEWALK24.00'24.00'10.00'10.00'4.25'SNOW STORAGELAY DOWN CURB FOR SNOW PLOWINGLOT 5WH11.3911.07INSTALL GRATED CURB INLETTBC ELEV=4710.74FL OUT (SW)=4706.23 (24")UNDERGROUND RETENTION4 - STORMTECH SC-800 OR EQUIV. (VOLUME=355 CU FT)TOP OF CHAMBER=4,708.79, BOT OF CHAMBER ELEV=4,706.0411.1711.36(12.06)(11.87)11.80(12.25)12.030.5%(11.54)(11.46)(11.44)(10.74)(11.75)(12.25)(12.25)(11.04)2.0%(10.76)(10.71)2.0%(11.32)1.56%0.5%5.79%(11.17)(12.15)(11.47)7.44%(12.25)(12.25)T.O.F.W. ELEV = 12.25(12.15)(12.15)(11.97)1.31%0.5%1.26%COPROPOSEDDRYUTILITIESS 38°54'53" E 100.27'S 51°05'04" W 75.01'N 38°54'58" W 100.27'S 51°05'04" W 75.01'EXTENTS OF OFF-SITEEXTENTS OF OFF-SITE18.00'24.00'18.00'18.00'10.00' UTILITYEASEMENT1234TVETVcs4714.04713.54713.04713.04713.04 7 1 2 .5
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4 7 1 1 .0 PROPOSED 5' WIDECONC. SIDEWALKPROPOSEDFRENCH DRAIN RIM ELEV=4,711.341.0%3.73%(11.03)(10.99)PARKING LICENSE AREAPARKING LICENSE AREAGAS, ELECTRIC, ANDWATER METERSEXISTING FIREHYDRANTAPPROXIMATELY180' FROMPROPERTYCORNEREXISTING FIREHYDRANTAPPROXIMATELY110' FROMPROPERTYCORNER18.00'18.00'9.00'9.00'ADAPARKINGSPACEADAUNLOADZONE5.00'LEGENDPROPERTY LINEADJOINING PROPERTY LINEEASEMENT LINECURB AND GUTTERTRAFFIC SIGNPPLPcsUNDERGROUND ELECTRICAL LINEOVERHEAD POWER LINEPOWER POLEGUY ANCHOR WIREEXISTING UNDERGROUND GAS LINEEXISTING UNDERGROUND COMMUNICATION LINEFIRE HYDRANTWATER LINESANITARY SEWER LINEWATER SERVICE CURB STOPWATER VALVESANITARY SEWER MANHOLELIGHT POLEEXISTING UNDERGROUND CABLE TV LINEEXISTING ELECTRICAL BOXEXISTING COMMUNICATION BOXESTORM SEWER MANHOLESTORM DRAIN LINEPROPERTY MONUMENT (AS NOTED)PROPOSED DRAINAGE SWALE(70.00)70.00EXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED DRAINAGE DIRECTIONTVKEY NOTES1INSTALL 22" INVERTED-U BIKE RACKBELSON OUTDOORS MODEL U238-SF-PCOLOR: BLACK, SPACING @ 4'6" O.C.INSTALL 78"x31" BACKLESS CONC. BENCHBELSON OUTDOORS MODEL TF5021COLOR: ACID WASH CHARCOAL260"x24"x24" MODERN RECTANGLE PLANTERPLANTERS UNLIMITED, MODEL F1-MOD-REC602424COLOR: BLACK FOX3448"x48"x48" MODERN RECTANGLE PLANTERPLANTERS UNLIMITED, MODEL F1-MOD-S4848COLOR: BLACK FOXIRON HORSE ROADWHINSTALL SILT FENCEOR STRAW WATTLEPERIMETER CONTROLINSTALL SILT FENCEOR STRAW WATTLEPERIMETER CONTROLTEMPORARYCONSTRUCTIONDUMPSTER(20 YD ROLLOFFW/ DEBRIS COVER)TEMPORARYSOIL STORAGESTAGING/MATERIALSTORAGEINSTALL INLET PROTECTIONINSTALL STABILIZEDCONSTRUCTIONENTRANCEwww.caddiseng.comC1.0SHEETREV. DATE0 10 20SCALE IN FEETCONTOUR INTERVAL = 0.5'TRS MANAGEMENT STUDIOLOT 4, BLOCK 2 OF GLEN LAKE COMMERCE SUBDIVISIONLOCATED IN THE SW 1/4, SECTION 31, T. 1 S., R 6 E. OF P.M.M.,CITY OF BOZEMAN, GALLATIN COUNTY, MONTANAGENERAL CIVIL&UTILITY PLANGENERAL NOTES:1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 6TH EDITION, APRIL 2010 AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,MARCH 2011, ADDENDUM NO. 1 & ADDENDUM NO. 2.2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.4. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED.5. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE RESPONSIBILITY OF THE CONTRACTOR.6. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY OF THE CONTRACTOR.7. AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN, PER CITY OF BOZEMAN REQUIRMENTS.8. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT TO VERIFY ADEQUATE FALL FOR SEWER SERVICE.9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHA AND ALL APPLICABLE SAFETY REQUIREMENTS.10. GROUND MOUNTED MECHANICAL EQUIPMENT, INCLUDING, BUT NO LIMITED TO UTILITIES, AIR EXCHANGE CONDITIONING UNITS, TRANSFORMERS AND METERSSHALL NOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY SCREENED WITH AN OPAQUE SOLID WALL AND ADEQUATE LANDSCAPEFEATURES. ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE INCORPORATED INTO THE ROOF FORM OR SCREENED IN AN APPROVED ENCLOSURE.11. PROPOSED DRY UTILITY (ELEC, GAS & COMMUNICATIONS) LOCATIONS SHOWN ARE PRELIMINARY. CONTRACTOR TO COORDINATE FINAL LOCATIONS WITH UTILITYPROVIDERS.12. DRY UTILITIES AND ASSOCIATED STRUCTURES SHALL BE LOCATED A MINIMUM OF 10-FEET FROM PROPOSED WATER AND SEWER MAINS AND SERVICES.13. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR SNOW STORAGE.14. STREET CUT TRENCHES SHALL BE COMPACTED TO 95% DENSITY IN ACCORDANCE WITH AASHTO T-99 (OR T-180, AS APPROPRIATE). ALL ASPHALT PATCHES SHALLBE MADE WITH HOT MIX ASPHALT WITHIN FOURTY-EIGHT HOURS OF TRENCH BACKFILLING. THE THICKNESS OF THE ASPHALT PATCH SHALL BE EQUAL TO OREXCEED THAT OF THE EXISTING ROADWAY BUT SHALL BE NO LESS THAN 3".CONSTRUCTION MANAGEMENT PLANSCALE: 1"=30'DRAWING DATE:11/5/25#25019