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o 2017 Westwood Professional Services, Inc. 980 — 66.30 DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS DENOTES PROPOSED SPOT ELEVATION DENOTES BIO—ROLL EROSION CHECKS Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoocips.com Westwood Professional Services, Inc. ❑—�� DENOTES EXISTING STORM SEWER ■--i►►� DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION I hereby certify that this plan was prepared by me or under my I Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender, PE Date 07/05/17 License No. 43358 EROSION CONTROL NOTES: ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. Checked: DCH, KIT Drawn DJW, SRS Record Drawing by/date: Prepared for: GENERAL GRADING & DRAINAGE NOTES: ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD—VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. Elmcrest Investments, LLC 3500 Willow Lake Road Vadnais Heights, Minnesota 55110 I I CN '00 Side -Load Villa Lot (No Scale) Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 DRAINAGE & UTILITY EASEMENT SETBACK LINE FINISHED GRADE ELEVATION LOT NUMBER MINIMUM BASEMENT FLOOR ELEVATION - FRONT GARAGE SLAB ELEVATION SIDE LOADED GARAGE DRIVEWAY STREET Front -Load Villa Lot (No Scale) STREET Typical SF Lot (No Scale) — DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = GRADED FOR 8.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = WALKOUT LO = LOOKOUT R = RAMLER SOG = SLAB ON GRADE (1) = DENOTES ADDITIONAL STEPS IN GARAGE Fable Hill 4th Addition DRAINAGE & UTILITY EASEMENT SETBACK LINE NISHED GRADE ELEVATION T DIMENSION ,T NUMBER NIMUM BASEMENT OOR ELEVATION =RONT GARAGE SLAB ELEVATION FRONT LOADED GARAGE ZIVEWAY DRAINAGE & UTILITY EASEMENT SETBACK LINE LOT DIMESNION LOT NUMBER MINIMUM BASEMENT FLOOR ELEVATION FRONT GARAGE SLAB ELEVATION TES GARAGE LOCATION 0' 60' 120' 180' 0010423GDP01.dwg Date: 06/26/17 sheet: 5 OF 9 Grading, Drainage, and Erosion Control Plan