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HomeMy WebLinkAboutYard DrainPROPOSED 5'0 DRYWELL (10' DEPTH) WITH 24' NEENAH INLET GRATE 2' SURROUNDING GRAVEL 5-11' REQ VOL-- 192 CF RIM ELEV:6060.1' INV. IN EAST 54.8 INV. IN NORTH 56.0 OVERFLOW OUT 55.3 GRAVEL BOTTOM 6050.01' ROOF GUTTER SYSTEM TO DRAIN INTO DRYWELL 1 � v � EDGE OF PAVEMENT — ,R R.O: R_ 17R F ^ A=15.6930 IEXISTING GUTTER FLOWLINE - v 27.0' ROW I GOLDEN STONE TIE INTO EXISTING GAS -� SERVICE IF FOUND CONTRACTOR TO CONFIRM WATER SERVICE F07 LOT 46 II W GGA N-C k7TZ\� Wes(\3 5 � ap YIkA� LOT 15 PARCEL ID. NO.239319401049 ELLIS, JOHN M & MARY C NO 239319401051 SMOLIK INTERESTS LP CyARBONDALE, CO 81623 24' BOULDER LANDSCAPING WALLS 12' ADS INLET -1 Building Envelope Line Table Line # Length Direction 1 L 87.84 N 81 *18' 44"E zL 33.1 S17'14'U9`E 3L 56.38 S436'42"E 4L 106.52 N72 23'02'W Building Envelope Line Table Curve Length Radius Delta Chord Direction Chord Length I C1 142.55 1208.50 111.69 NO' 24' WE 42.47 MAIN LINE OR LOCATE SERVICE STUB f LOT 8 PARCEL ID. NO.239319401008 WARD, WHITNEY O & VICKI M 918 BROOKIE PROPOSED SWALE SEE TYPICAL SECTION \ ON THIS SHEET PROPOSED 4'0 DRYWELL (10' DEPTH) WITH 24" NEENAH INLET GRATE 2' S RROUSdC"NG CRAVE'- 2'-11' REQ VOL- 192 CF ` RIM ELEV.6051.50' t GRAVEL BOTTOM: 6041.50' t �\ INV. N. 6047.5' NV. W. 6047.5' t i INV. E. 6048.0' t 1t \ t f t � 8' ADS OUTFLOW PIPE LI \ TOTAL DEPTH = 0.6, PROPOaD'&&F SCALE: 1' - 1' EXISTING PVC PIPE WV WATER VALVE O DRYWELL r'! TCRM !1 CT ® CLEANOUT WATER SHUTOFF ® ELECTRICAL TRANSFORMER G GAS METER E ELECTRIC METER SANITARY MANHOLE BOUNDARY ADJUNLR - STRUCTURE C CONCRETE ASPHALT E ROCK WALL FLOWLINE - CONTOUR - CONTOUR CABLE LINE - GAS LINE ELECTRIC LINE TELEPHONE LINE - SEWER LINE STORM LINE WATER LINE - SPOT ELEVATION DECIDUOUS TREE GRAPHIC SCALE (IN FEET) 1 inch = 10 It. PROPOSED ® PVC PIPE WV WATER VALVE ODRYWELL 0 STORM INLET OCLEANOIIT U WATER SHUTOFF ® ELECTRICAL TRANSFORMER GAS METER © ELECTRIC METER ® SANITARY MANHOLE 7910 -- 7912 ---- i t