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HomeMy WebLinkAbout2722 Cortina Lane - Sheet - A2-0 C - GRADING PLAN.pdfBENCHMARK: FOUND SURVEY MON 1.5" ALUMINUM C LS ILLEGIBLE ELEVATION 8117. 2" 3" 8" 8" 12" 6" 6" 16" 16" 189.50'S63°29'30"W 139.38' 8092 8100 8110 8120 8 1 3 0 8140 814 6 8150 8160 8170 8180 8186 8188 8 19 0 LOWER LEVEL DECK @ 34' - 4" MAIN LEVEL DECK @ 46' - 5" LOT 13 ELECTRICAL CLOSET GAS METER LOCATION *4 (5) DECIDUOUS TREES TO BE REMOVED *3 S P SIDE SETBACK 15' - 0" REAR SETBACK 15' - 0" FRONT SETBACK 20' - 0" SIDE SETBACK 15' - 0" 15' SIDE SETBACK NEW WATER LINE CONNECTION DRAINAGE SWALE 15' SIDE SETBACK 15' REAR SETBACK 20' FRONT SETBACK W W W W W SEE SHEET A2.0 OVERALL SITE PLAN FOR SEWER UTILITY CONNECTIONS PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE UTILITY EASEMENT 16' - 0" UTILITY EASEMENT 7' - 0" UTILITY EASEMENTUTILITY EASEMENT 3' BOULDER WALLS INSIDE BUILDING SET BACK 10' - 3 3/16" 16' UTILITY EASEMENT EXISTING RETAINING WALL LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE EXISTING RETAINING WALL N36 E14 E16 E18 E20 E22 E24 E26 E28 E30 E32 E34 E36 E38 E40 E42 E44 E46 E48 E50 E52 E54 E56 E58 E60 E62 E64 E66 E68 E70 E72 E74 E76 E78 E80 E82 E84 E86 E12 E10 E08 E06 E04 E02 E8100 E98 E96 E94 E92 E06 E08 E10 E12 E14 E16 E18 E20 E36 E38 N38 E40 N42 N44 LOWER LEVEL = 34' - 6" MAIN LEVEL = 46' - 6" UPPER LEVEL = 57' - 6" EXISTING TRANSFORMER B.O.W. 46' N46 +43'-6" +46.33' +46.16' +46' +46.16' +46.33' +47.08' +47.5' +52.16' +52' +52.16' +52.33' +50' +53.16' +53.5' +53' +54' E54 E56 E58 E60 E62 E64 E66 E68 E70 E72 E74 E76 E78 E80 E82 E84 E52 LINE OF BELOW FINISH GRADE PERMANENT SHORING WALL. APPROX. 981 SF PERMANENT SHORING WALL W/ STUCCO WALL FINISH 5.3% 4.7% 2% +45' 5% +46.75' 8% 2.5% +46' 8% +46.16' +46.42' +46.42' +46.25' +45' +43' +45' 4.2% +43' +45' +45' N46 +45' 4.7% 1.3% N40 N34 N32 N30 E34 E32 E30 E28 E26 E24 E22 N28 N26 N24 N22 N12 10% 10% +59' +57' +59' +60' 6' TALL BOULDER RETAINING WALLS TO BE ENGINEERED BY KRM CONSULTANTS +54' +56' T.O.W 20' B.O.W 16' N20 E62 DISCHARGE SITE DRAINAGE AND DAY LIGHT DOWN SPOUT DRAIN PIPE IN EXISTING UTILITY/ DRAINAGE EASEMENT TO AVOID DOWN HILL DEVELOPMENT. PROVIDE COBLE DISCHARGE AREA TO PREVENT EROSION LINE OF ASPHALT DRIVEWAY US Mail Only: P. O. Box 2378 Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 8/19/2014 11:52:47 AM 1" = 10'-0" 2722 CORTINA LANE VAIL RIDGE SUBDIVISION, BLOCK B, LOT 13 , VAIL CO A2.0C GRADING PLAN 8-18-14 BKW HB 8-18-14 BUILDING PERMIT 1" = 10'-0" 1 GRADING PLAN REVISION SCHEDULE # DESCRIPTION DATE 09/02/14