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GRADING LEGEND: o v02019 _ BWI"1 ., o H _ _ TW 9'0221,0 -_BW 9020.0 yC, 3 N � EXISTING POND \10 8•na `o NWL=1009.0 HWL=1013.0 1 \ (PER DESIGN PLAN) TW 040. BW 1016.0 TW 1020.9 �.. .� BW 1017.5 3.5'X8' - 28 SF OF TRM 707 Ou �nu SEE SHEET 17 FOR BASIN CROSS SECTION 1A p / SEE SHEET 17 FOR BASIN CROSS SECTION 0 X \ / BLOICK 4 REAR 1023.8 FFE 1024.47 �00� 3a 1----�- 3 w� \p2A 3 GFE 1023 8 i u � W �x 10ti0' ZOA 22.60HP < < -_�- TRANSITION FROM FULL 3% LT -RT CROSS SLOPE AT END RAD (STA 7+74) TO 0% AT HP (STA 7+95) V N --Orn- 75 Y ON N (J 0 0 m O aw On L CD -US N BLOCK � J '8 BLOCK 7 BLOCK 6 LL REAR 1023.2 REAR 1022.9 REAR 1023.0 FFE 1023.87 FFE 1023.57 FFE 1023.67 1 L 2 3 4 5 1 2 3 4 1 2 3 4 GFE 102 .5 220 GFE 1022.9 GFE 1023.0 I °ti (+1) +0 (+1) (+1) (+1) 4 111110 'TRANSITION FROM FULL 3% II RT -LT CROSS SLOPE AT END RAD (STA 8+24) TO 0% AT HP (STA 7+95) II / 702'' 1 F1i d I 0% CROWN AT HIGH POINT (STA 7+95) Liz O II 01� 56 C 0 V EG -7023 / �II I _IIs I I I II eC�70 --- PROPOSED FRONT SIDEWALK z FlL7&�TIQNii3 117 PROPOSED LOT LINE GRADING PAD, SEE DETAIL PROPOSED BUILDING FOOTPRINT REAR PAD ELEVATION Z a- MIFINIS11DFLOOR ELEVATION GARAGE FLOOR ELEVATION (AT DOOR) ADDITIONAL GARAGE STEPS 1621.39--GUT-E DRIVEWAY SLOPE - - -912 - - - EXISTING CONTOUR -� _-'- _-- 1018 _ tea-•- _ - 912 - PROPOSED CONTOUR _ _1 � 101 ,C1 - - X017' 1"1. _ _._._ EG' '_ - x12.44 x912.44 PROPOSED SPOT ELEVATION P TW-1020CQ 102 -$W -T020.0 _ G -bu- 4--1-028?J- ■ 0 PROPOSED CATCH BASINS _leis-_ - 1 B 1017.5 ----------Tees- - > PROPOSED STORM SEWER i --' direct sup-ision and that I am a duly Licensed - - - - - - - PROPOSED EASEMENT the laws of the Slate of MINNESOTA PROPERTY LINE CHVPE MARK RAUS/ SETBACK LINE 43480 Dote License No. QUALITY ASSURANCE/CONTROL BY DATE LOT LINE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT - - - RIGHT-OF-WAY 6-3-2021 CONSTRUCTION DOCUMENTS TW 15.0 TOP OF WALL ELEVATION BW 11.0 BOTTOM OF WALL ELEVATION a�5 DIRECTION OF DRAINAGE/SLOPE �e PROJECT TEAM DATA DESIGNED: EMERGENCY OVERFLOW ROUTING DRAWN: TAS \ v RETAINING WALL REMOVE RETAINING WALL v I a V 17 i SEE SHEET ;; BASIN CROSS 17 FOR SECTION 1 � ,5 N O �ti I 4 �P T� ANY _ - I E4027.13'( Atrot L EG_1 S 27, i TS 102.-- ` 102 5. �✓j,N//`x 2 SETS (4 STEPS) •8GH 1026 ' % i EACH, 7.5" RISERS, 12' TREAD W/ - - - - '-' 1024 N ry� RAILING - ----� 1022 � \l BS 1021 o v02019 _ BWI"1 ., o H _ _ TW 9'0221,0 -_BW 9020.0 yC, 3 N � EXISTING POND \10 8•na `o NWL=1009.0 HWL=1013.0 1 \ (PER DESIGN PLAN) TW 040. BW 1016.0 TW 1020.9 �.. .� BW 1017.5 3.5'X8' - 28 SF OF TRM 707 Ou �nu SEE SHEET 17 FOR BASIN CROSS SECTION 1A p / SEE SHEET 17 FOR BASIN CROSS SECTION 0 X \ / BLOICK 4 REAR 1023.8 FFE 1024.47 �00� 3a 1----�- 3 w� \p2A 3 GFE 1023 8 i u � W �x 10ti0' ZOA 22.60HP < < -_�- TRANSITION FROM FULL 3% LT -RT CROSS SLOPE AT END RAD (STA 7+74) TO 0% AT HP (STA 7+95) V N --Orn- 75 Y ON N (J 0 0 m O aw On L CD -US N BLOCK � J '8 BLOCK 7 BLOCK 6 LL REAR 1023.2 REAR 1022.9 REAR 1023.0 FFE 1023.87 FFE 1023.57 FFE 1023.67 1 L 2 3 4 5 1 2 3 4 1 2 3 4 GFE 102 .5 220 GFE 1022.9 GFE 1023.0 I °ti (+1) +0 (+1) (+1) (+1) 4 111110 'TRANSITION FROM FULL 3% II RT -LT CROSS SLOPE AT END RAD (STA 8+24) TO 0% AT HP (STA 7+95) II / 702'' 1 F1i d I 0% CROWN AT HIGH POINT (STA 7+95) Liz O II 01� 56 C 0 V EG -7023 / �II I _IIs I I I II eC�70 -------------Ooze---/ - " W YZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) (PUBLIC R.O.W.) CITY OF ORONO RESOLUTI( GRADING NOTES: 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.00%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF-SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CIN OF ORONO AND MINNEHAHA CREEK WATERSHED DISTRICT. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF ORONO CONSTRUCTION DETAILS, LATEST EDITION. 5. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 6. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE, STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 7. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. B. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABIL17ING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 6" TOPSOIL. 9. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 10. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 11. STEPS WILL BE REQUIRED IN SIDEWALKS LEADING TO FRONT OF UNITS. FINAL GRADING PLANS TO PROVIDE DETAILS ON SIDEWALKS REQUIRING STEPS. SEE CALCULATIONS ON SHEET 7. 12. PERIMETER EROSION CONTROL MEASURED MUST BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY OTHER WORK. CONTRACTOR MUST PROVIDE MINIMUM 24-HOUR NOTICE PRIOR TO INSPECTION. 13. THE CONDITION OF THE REGIONAL POND WEST ROT HE SITE MUST BE REVIEWEDD BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK. THE POND BOTTOM MUST BE VERIFIED WITH SURVEY PRIOR TOANY WORK. ONCE WORK COMMENCES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND SEDIMENT ADDED TO THE POND DUE TO SITE CONSTRUCTION RETAINING WALL NOTES: RETAINING WALL MASS GRADING PREPARATION 1. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF SLOPE AT PROPOSED WALL FACE. 2. THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. 3. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. ANY QUESTIONS REGARDING THE BUILDING PERMITS SHALL BE DIRECTED TO THE CITY BUILDING INSPECTOR. 4. INSTALL SAFETY RAILING ATOP ALL WALLS WHERE REQUIRED BY CODE. 5. RETAINING WALL CONTRACTOR AND/OR RETAINING WALL STRUCTURAL ENGINEER ARE RESPONSIBLE TO REVIEW CIVIL SITE ENGINEERING DRAWINGS. ANY OBSERVED CONCERNS WITH CIVIL SITE ENGINEERING DESIGN ELEMENTS RELATED TO RETAINING WALLS THAT REQUIRE MODIFICATIONS TO THE CIVIL SITE DESIGN IS THEIR RESPONSIBILITY TO COORDINATE WITH PROJECT OWNER AND CIVIL SITE ENGINEER. IF NO COORDINATION IS REQUESTED IT SHALL BE UNDERSTOOD THAT ALL CONDITIONS WITHIN THE CIVIL SITE DESIGN AND PLANS ARE ACCEPTABLE AND ABLE TO BE PROVIDED FOR IN THE RETAINING WALL DESIGN AND CONSTRUCTION. 6. RETAINING WALLS REQUIRING ENGINEERING ARE TO BE FINAL DESIGNED AND PERMITTED BY OTHERS. NOTE: EMERGENCY OVERFLOW FREEBOARD CRITERIA: THE LOWEST FLOOR ELEVATION OF ANY NEW BUILDING SHALL BE PLACED AT LEAST 1.5 FEET ABOVE EMERGENCY OVERFLOW ELEVATIONS. PAD WIDTHS =3 UNIT = 66' 4 UNIT = 88' 5 UNIT = 110' A= GROSS H.D. 1.5' B- TOPSOIL RESPREAD 0.5' C= NETH.D. 1.0' D_ PAD DEPTH 4 3 UNITT 3' = 5 53' UNI 5 UNIT = 53' E BUILDING SETBACK 20 MIN FROM BACK OF CURB (TYPICAL) F OVERSIZING 5 -ALL SIDES MASS GRADE LOT SLAB ON GRADE To DRAIN To ALL NOT TO WANUMBERS INLE E%TENT POSSIBLE HOLD DOWN DETAILS N 0 15 30 60 SCALE IN FEET 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David Weekky Hames z FlL7&�TIQNii3 Z a- LJCJ 1621.39--GUT-E - -� _-'- _-- 1018 _ tea-•- _ 102 _ _1 � 101 ,C1 - - X017' 1"1. _ _._._ EG' '_ - uu « , . P TW-1020CQ 102 -$W -T020.0 _ G -bu- 4--1-028?J- --, 1016.0 _leis-_ - 1 B 1017.5 ----------Tees- - ------------------------ ------ i --' -------------Ooze---/ - " W YZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) (PUBLIC R.O.W.) CITY OF ORONO RESOLUTI( GRADING NOTES: 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.00%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF-SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CIN OF ORONO AND MINNEHAHA CREEK WATERSHED DISTRICT. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF ORONO CONSTRUCTION DETAILS, LATEST EDITION. 5. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 6. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE, STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 7. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. B. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABIL17ING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 6" TOPSOIL. 9. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 10. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 11. STEPS WILL BE REQUIRED IN SIDEWALKS LEADING TO FRONT OF UNITS. FINAL GRADING PLANS TO PROVIDE DETAILS ON SIDEWALKS REQUIRING STEPS. SEE CALCULATIONS ON SHEET 7. 12. PERIMETER EROSION CONTROL MEASURED MUST BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY OTHER WORK. CONTRACTOR MUST PROVIDE MINIMUM 24-HOUR NOTICE PRIOR TO INSPECTION. 13. THE CONDITION OF THE REGIONAL POND WEST ROT HE SITE MUST BE REVIEWEDD BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK. THE POND BOTTOM MUST BE VERIFIED WITH SURVEY PRIOR TOANY WORK. ONCE WORK COMMENCES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND SEDIMENT ADDED TO THE POND DUE TO SITE CONSTRUCTION RETAINING WALL NOTES: RETAINING WALL MASS GRADING PREPARATION 1. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF SLOPE AT PROPOSED WALL FACE. 2. THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. 3. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. ANY QUESTIONS REGARDING THE BUILDING PERMITS SHALL BE DIRECTED TO THE CITY BUILDING INSPECTOR. 4. INSTALL SAFETY RAILING ATOP ALL WALLS WHERE REQUIRED BY CODE. 5. RETAINING WALL CONTRACTOR AND/OR RETAINING WALL STRUCTURAL ENGINEER ARE RESPONSIBLE TO REVIEW CIVIL SITE ENGINEERING DRAWINGS. ANY OBSERVED CONCERNS WITH CIVIL SITE ENGINEERING DESIGN ELEMENTS RELATED TO RETAINING WALLS THAT REQUIRE MODIFICATIONS TO THE CIVIL SITE DESIGN IS THEIR RESPONSIBILITY TO COORDINATE WITH PROJECT OWNER AND CIVIL SITE ENGINEER. IF NO COORDINATION IS REQUESTED IT SHALL BE UNDERSTOOD THAT ALL CONDITIONS WITHIN THE CIVIL SITE DESIGN AND PLANS ARE ACCEPTABLE AND ABLE TO BE PROVIDED FOR IN THE RETAINING WALL DESIGN AND CONSTRUCTION. 6. RETAINING WALLS REQUIRING ENGINEERING ARE TO BE FINAL DESIGNED AND PERMITTED BY OTHERS. NOTE: EMERGENCY OVERFLOW FREEBOARD CRITERIA: THE LOWEST FLOOR ELEVATION OF ANY NEW BUILDING SHALL BE PLACED AT LEAST 1.5 FEET ABOVE EMERGENCY OVERFLOW ELEVATIONS. PAD WIDTHS =3 UNIT = 66' 4 UNIT = 88' 5 UNIT = 110' A= GROSS H.D. 1.5' B- TOPSOIL RESPREAD 0.5' C= NETH.D. 1.0' D_ PAD DEPTH 4 3 UNITT 3' = 5 53' UNI 5 UNIT = 53' E BUILDING SETBACK 20 MIN FROM BACK OF CURB (TYPICAL) F OVERSIZING 5 -ALL SIDES MASS GRADE LOT SLAB ON GRADE To DRAIN To ALL NOT TO WANUMBERS INLE E%TENT POSSIBLE HOLD DOWN DETAILS N 0 15 30 60 SCALE IN FEET 7206 ALLIANT 733 Marquette Avenue Suite 700 Minneapolis, MN 55402 612.758.3080 www.alliant-ine.com David Weekky Hames 6 SHEET 6OF 23 z Z a- LJCJ LU O Z C U 0 z ° Z cc o 0 ° On N U Z O a (� z z O N o x o O O o U (7 I hereby certify that this plan, specification, or report was prepared by me ounder my direct sup-ision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the Slate of MINNESOTA CHVPE MARK RAUS/ 6-3-2021 43480 Dote License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 1-20-2021 CITY SUBMITTAL - PRELIM PLAT 4-21-2021 CITY SUBMITTAL 6-3-2021 CONSTRUCTION DOCUMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: TAS PROJECT NO: 220-0101 6 SHEET 6OF 23