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05-GP FHH OLDDOWN DETAILS E R M HE FINISHED GRADE PER ON S GRADING PLAN W T EB GARAGE FLOOR 'BELOW GARAGE FLOOR BFlWO ELEVATION GFIND ELEVATION AT WO (XXX.X) CURB 2. REAR PAD ELEVATION 6.0' BSMT R% FLR TOPSOIL 2% 3:1 MAX 60' PAD (UNLESS OTHERWISE NOTED) WALKOUT (WO) E FINISHED GRADE PER S H GRADING PLAN O N SS GARAGE FLOOR W T EL 3.0' BELOW GARAGE FLOOR 0' 1 15' LOOKOUT ELEVATION 25.0' GRIND ELEVATION AT LO (XXX.X) 2:1 CURB REAR PAD ELEVATION 6.0' 4% 2% 31 MAX TOPSOIL MIN. CURB 6.0 - TOPSOIL im ENSURE FULL BASEMENT PADS ARE DRAINED 60' PAD (UNLESS OTHERWISE NOTES) FULL BASEMENT (FB) NOTES: 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, SUBGRADE SHALL BE DOWN 0.50 FEET. 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY EASEMENT LOCATIONS. 3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. odo /care A A "sO L I CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 9. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. 3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION 60' PAD (UNLESS OTHERWISE NOTES) PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. LOOKOUT (LO) E 20-0-10 AT 100 LBSJACRE. HS FINISHED GRADE PER RM O N SB GRADING PLAN W T EL GARAGE FLOOR 10'I 15' 1 3.5' BELOW GARAGE FLOOR 12" CLASS 5 NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT 3:1 CURB 6.0 - TOPSOIL im ENSURE FULL BASEMENT PADS ARE DRAINED 60' PAD (UNLESS OTHERWISE NOTES) FULL BASEMENT (FB) NOTES: 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, SUBGRADE SHALL BE DOWN 0.50 FEET. 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY EASEMENT LOCATIONS. 3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. odo /care A A "sO L I CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 9. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. 3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION 10. RESTORATION -3.5 ACRES A. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ONSITE ORGANIC MTRL. PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR EWER PS SEED MIX ATA RATE OF 100 LBSJACRE AND FERTILIZE WITH 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 20-0-10 AT 100 LBSJACRE. 8. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL C. SEED ALL OTHERDISTURBED AREAS WITH MNDOT 250 AND EWER SEED MIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND 5. STREET SECTION - FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE. (UNLESS OTHERWISE NOTED) 2.0" WEAR COURSE D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. 2.0" BASE COURSE E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON 12" CLASS 5 NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT ALL SLOPES 3:1 (FT) OR GREATER. 24" SELECT GRANULAR BORROW INSTALLED WITH VISTAS AT BENTZ FARMS. F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET AND ALL EXISTING UTILITIES. CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES. 6. DRIVEWAY SLOPES G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. MINIMUM -2.0 % ® BLUFF CREEK OVERLAY DISTRICT MONUMENT H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. MAXIMUM -10.0% DRAWN BY - \992 50 25 0 25 50 100 � l0000❑ SCALE IN FEET DRAWING NAME I NO. 11. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE 7. FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) CONCRETE, MASONRY, RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF CONSTRUCTION. 8. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL CITY PROJECT NO. 12. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 61N HEIGHT. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE FILE NO. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 13. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALLS UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY _ _ _ _ _ _ _ _ _ AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 14. SILT FENCE: BEFORE GRADING - 1055 LF AND ALL EXISTING UTILITIES. \992 50 25 0 25 50 100 � l0000❑ SCALE IN FEET DRAWING NAME I NO. BY I DATE I REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS S� CITY PROJECT NO. mss¢ FILE NO. BASE FAWN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \992 50 25 0 25 50 100 � l0000❑ SCALE IN FEET DRAWING NAME I NO. BY I DATE I REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS S� CITY PROJECT NO. FILE NO. BASE FAWN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 6R5 �RAF' - GRADING P LAN 37865-001-200 DRAWN BY - - - - - - - - - - - - - - - - - - - - - - SAID AUTERIZATIO,ICONEXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. o w SATHRE-BERGQUIST, INC. TCW CHECKED BY _ _ _ _ _ _ _ _ _ _ _ _ INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S ,^ � m o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CHANHASSEN, FAWN HILL 05 RSM DATE - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING R08ERT S. LSTAD, P.E. s �� c N MINNESOTA HIP HOLDINGS, LLC. - - - - - - - - - - - - - - - - - - - - - - FROM ILLEGITMATE USE. / Dale: O �� �7 Lic. No. �-pLiZB FRS v�P 11 06/14/17