2020.05.04 CC Packet - Laserfiche WebLink

Home

© 2018 Westwood Professional Services, Inc. GENERAL NOTES: LBGBND6 -ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE FINAL PLAT OR SITE PLAN FOR 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. • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 454-0002. • 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, HAYBALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE GRADING. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. • 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. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. THIS INCLUDES MAINTAINING DITCH FLOW FROM THE EAST SIDE OF PROJECT, THROUGH THE PROJECT, TO THE NORTHWEST CORNER OF SITE WHERE DITCH EXITS SITE. • ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS OF ROUGH GRADE COMPLETION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT TRAPPING SYSTEMS INSTALLED AROUND THEM. • THE SITE MUST BE KEPT IN A WELL —DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. • PHASE 1 AREA TO BE GRADED = 31.7f AC. • MATERIAL STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. • EQUIPMENT STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. • WASTE STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION (DUMPSTERS, CONSTRUCTION DEBRIS STOCKPILES, TOILETS, AND WASHOUTS). DENOTES SOIL BORING DENOTES SILT FENCE HL DENOTES HEAVY DUTY SILT FENCE DENOTES PHASE 1 GRADING LIMITS r98 DENOTES EXISTING CONTOURS �980- — DENOTES PROPOSED CONTOURS DENOTES EXISTING STORM SEWER �►►� DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES BIO—ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW E.o.F. ELEVATION — — DENOTES DELINEATED WETLAND 0000000000 DENOTES WETLAND IMPACT ===== DENOTES PHASE 1 STREET AND UTILITY DENOTES TEMP. SEDIMENT BASIN WITH SKIMMER LOT CORNER ELEVATION 99 LOT NUMBER fDRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD LO 517.0 ( IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION FRONT GARAGE SLAB ELEVATION 04 N N L0 LO DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. SE = GRADED WITH THE FRONT SEWO = GRADED FOR 3.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION AT FRONT OF HOUSE. NOTE: THE (1) INDICATES THAT THE GARAGE IS 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. WO = WALKOUT LO = LOOKOUT R = RAMLER SLO = SIDE LOOKOUT SE = SPLIT ENTRY SEWO = SPLIT ENTRY WALK OUT TYPICAL LOT Westwood I hereby certify that this plan was prepared me or under my Revisions Prepared for: direct supervision and that I am a duly licensed PROPESSIONAL Dom; CTY ENGINEER under the laws of the State of Minnesota 6//18 Added Erosion Control 10/12/18 DR Horton Revision 0CPDC-Pratt- PhoneOakwood LLC Partnershi6/22/18 Added Phase 2 Grading 01/30/19 DR Horton Revision C>ec]ced: JHB (952) 937-5150 12701 Whitewater Drive, Suite #300 /� 07/05/18 City Comments 02/11/19 Phase 1 Record Plans Fax (952) 937-5822 Minnetonka, MN 55343 07/27/18 City Comments 05/08/19 Revised Block 6 Grading 1)=Wn CTY Toll Free (888) 937-5150 westwoodps.com John Bender 3500 Willow Lk Blvd. Suite 100 09/06/18 Updated per Final Plat Record ��►B �/&ft JPM VadnalS Heights, MN 55110 Westwood Professional Services, Inc. Date: 05/08/19 License No, 43358 $ ��•�.err:7Ca3��1:�G�i��1��1C7�CZlhirl�l��Ld�1,5/Jb��I RECORD DRA WING CONFORMING TO CONSTRUCTION RECORDS BY'ro ,.McCarty SERVICESCarDA'GTI02/11/19 WESTWO Oneka Place , Minnesota Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 0' 150' 300' 450' Latest Revision Date: 05/08/19 00082600AF01.dwg Date: 06/01/18 sheet: 2 of 10 Overall