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HomeMy WebLinkAbout006 C3.0 Civil Site PlanBLACKWOOD ROAD UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGE UGE UGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GAS 6''GASPUGE P UGE P PCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS6''GAS HYD HYDSSSS SSSS10''SS10''SS10''SS10''SS10''SS10''SS10''SS10''SS10''SS10''SS10''SS10''SS10''SS10''SS10''SS10''SS10''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8''SS 8''SS SSSS W VW VW VW VW VST STST ST W V W V OSW OSWW VW VW VW V W VSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTST ST8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W12''W12''W12''W12''W12''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W W BLDG #1 BLDG #2 ELECELECELECELECELECELECCOCO DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DSDS ELEC ELEC ELECUGE UGEUGE UGE UGEUGEUGEUGE 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 8''SS 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W SS SS1.5''W4''SS4''SS4''SS4''SS1''W1''W1''W4''SS4''SS1''W4''SS4''SS1''W4''SS4''SS1''W1''W1''W4''SSBLACKWOOD ROADCANTER AVENUEOSWOSW OSW OSW OSW OSW OSW OSW 1''W1''WCO CO CO CO CO CO CO W VW V4''SS4''SSCO WINTERTHUR AVENUEW VW V 11 SPACES5 SPACESSS OSW OSW 4''SS4''SS4''SSR5.0'R5.0' 106' OF DROP CURB AT DRIVEWAYS106' OF DROP CURB AT DRIVEWAYS CONCRETE DRIVEWAYS (TYP.) 25.0' DRIVE AISLE (TBC TO TBC) SAW CUT EXISTING PAVEMENT EXISTING DUMPSTER PER COTTAGES SITE PLAN PARALLEL STREET PARKING SPACES (FOR PLANNING PURPOSES ONLY, NOT A PAVEMENT MARKING) EXISTING NON-RESIDENTIAL DRIVEWAY APPROACH PER COTTAGES SITE PLAN EXISTING NON-RESIDENTIAL DRIVEWAY APPROACH PER COTTAGES SITE PLAN EXISTING 25' WIDE PAVED DRIVE LANE (TBC TO TBC) 5' STEPPED CONCRETE SIDEWALK 5' WIDE STEPPED CONCRETE SIDEWALK (TYP.) 5' WIDE STEPPED CONCRETE SIDEWALK (TYP.) 5' CONCRETE SIDEWALK (TYP.) 5' CONCRETE SIDEWALK (TYP.)INSTALL 5' WIDE CONCRETE BOULEVARD SIDEWALKROOF OVERHANG (TYP.) 20' 16' 9' UNIT PATIOS PER ARCHITECTURAL PLANS (TYP.) 2 PROPOSED DRIVEWAY PARKING SPOTS 7' (TYP.)9' (TYP.) 16' 9' 20' 9'DROP CURB ATDRIVEWAYSDROP CURB ATDRIVEWAYS3' 9' 16' 34.8' 33.7' OPEN SPACE 1,172 SF EXISTING 6' SIDEWALK EXISTING 5' BIKE LANE 37' LINEAR PARK (NOT IN SCOPE) PROPOSED SPILL CURB 10' WIDE CONCRETE STEPS 10' WIDE CONCRETE STEPS PROPOSED CATCH CURB & GUTTER (6' x 3') 4" THICK CONCRETE PAD FOR CLUSTER MAILBOXES 2 U-STYLE BIKE RACKS PER DETAIL PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. SHEET OF 7 22020 APRIL 04, 2023 ELCARBOR HOUSES AT BLACKWOOD GROVESBOZEMAN, MONTANACIVIL SITE PLANTAOMNNA RN GEO S EF SI NA LROP EINECOTE ETHAN L No. 60593PE ELICNES D04/04/2023 C3.0 SITE PLAN20'0 40' SCALE 1" = 20' N 4