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C1.0 OVERALL SITE PLAN_09242021
4705STSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''SSSSSSSSS8''S8''S8''S8'' S SSS8''SSSS8''W8''W8''W8''W8''W8''W8''WHYD8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYDHYD8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYD471547 1 0 4710LOT 1ALOT 1B7595SQ FT0.17ACRESLOT 1CLOT 1D3800SQ FT0.09ACRES4187SQ FT0.10ACRES6740SQ FT0.15ACRES4927SQ FT0.11ACRES4346SQ FT0.10ACRES3045SQ FT0.07ACRES2754SQ FT0.06ACRES2849SQ FT0.07ACRES3268SQ FT0.08ACRES4117SQ FT0.09ACRES4113SQ FT0.09ACRES5006SQ FT0.11ACRES3588SQ FT0.08ACRES3899SQ FT0.09ACRES3499SQ FT0.08ACRES3900SQ FT0.09ACRES5504SQ FT0.13ACRES3717SQ FT0.09ACRES4851SQ FT0.11ACRES3804SQ FT0.09ACRES2820SQ FT0.06ACRES3497SQ FT0.08ACRES3441SQ FT0.08ACRES4226SQ FT0.10ACRES3886SQ FT0.09ACRES3089SQ FT0.07ACRES2820SQ FT0.06ACRES2979SQ FT0.07ACRES4551SQ FT0.10ACRES4353SQ FT0.10ACRES7691SQ FT0.18ACRES3914SQ FT0.09ACRES4681SQ FT0.11ACRES4332SQ FT0.10ACRES3651SQ FT0.08ACRES5377SQ FT0.12ACRES3759SQ FT0.09ACRES4032SQ FT0.09ACRES3309SQ FT0.08ACRESLOT 9ALOT 8CLOT 9BLOT 7CLOT 8DLOT 9DLOT 7DLOT 8BLOT 6BLOT 7BLOT 6ALOT 7ALOT 6DLOT 6CLOT 9CLOT 8A2820SQ FT0.06ACRESLOT 3CLOT 3B2820SQ FT0.06ACRESOS-1 950 SQ FTOS-2 1234 SQ FTLOT 3DLOT 5ALOT 1ALOT 1BLOT 1CLOT 2ALOT 4CLOT 4BLOT 4ALOT 4DLOT 5BLOT 5CLOT 5DLOT 2BLOT 3ALOT 1DLOT 2ALOT 1BLOT 1CLOT 2BLOT 2CLOT 1A2879SQ FT0.07ACRES2824SQ FT0.06ACRESCA 112679SQ FT0.29ACRESHEC Sep 24, 2021 - 11:40amCAD FILE: M:\193211\Drawings\Construction Drawings\C1.0 OVERALL.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018PARKVIEW CROSSINGS BOZEMAN, MTCAMPECHE SHORES DEVELOPMENT, LLC08/16/2021193211CONSTRUCTION DRAWINGS - 22x34 originals INFRASTRUCTURE IMPROVEMENTSSCALESHEET TITLEDESIGN BYP.O. BOX 3088GALVESTON, TXAS NOTEDBV0'60'120'180'OVERALL SITE PLANC1.0CONNECT TO EXTG8" WATER MAINEXISTINGSTORM POND5BPROPOSED FIREHYDRANT (TYP.)PROPOSED 8" SSWRMAIN (TYP.)PROPOSED 8"WATER MAIN (TYP.)UNDERGROUND DRYUTILITY CONDUITSPER NWE (TYP.)CONNECT TO EXTG8" WATER MAINCONNECT TO EXTGSEWER MAIN STUBTHE CROSS ING AT BAXTER MEADOWSPROPOSED STORMINLET (TYP.)PROPOSED SSWRMANHOLE (TYP.)PROPOSED STORMMANHOLE (TYP.)PROPOSED 15"STORM SEWER (TYP.)TSCHACHE LANEVAQUERO PARKWAYROAD APROPOSEDSTORM PONDEXTENSIONPROPOSED WATERVALVE (TYP.)EXISTING WATER MAIN(TYP.)EXISTING SEWER MAIN(TYP.)EXISTING STORM MAIN(TYP.)60'PROPOSEDR.O.W.10'UTIL ITYEASEMENT(TYP . )50' WATERCOURSE SETBACKZONE 1: 0-30' FROM HIGH WATERZONE 2: 30-50' FROM HIGH WATERZONE 2ZONE 110' WIDE SHARED USE PATHWAYTO BE CONSTRUCTED FROM NORTHERNTO SOUTHERN PROPERTY BOUNDARY,WITHIN VAQUERO PARKWAY R.O.W.