PC Packet 09.12.19 - Laserfiche WebLink

Home

EROSION CONTROL NOTES: -THE EROSION CONTROL ON THIS PLAN HAS BEEN PREPARED AS A GUIDE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, MODIFYING AND IMPLEMENTING AN ALTERNATE EROSION CONTROL PLAN BASED ON THEIR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 1. ALL EROSION CONTROL MEASURES SHOULD BE IMPLEMENTED AND CONSTRUCTED IN ACCORDANCE NTH MPCA TECHNICAL STANDARDS. 2. CONTRACTOR TO COORDINATE WEEKLY INSPECTIONS AND REPORT ON ALL EROSION CONTROL MEASURES, OR AFTER A RAIN EVENT OF r OR MORE. 3. EROSION MAT IS REQUIRED ON 3:1 AND GREATER SLOPES. 4. ADJACENT ROADWAYS MUST BE SWEPT TO KEEP THEM FREE OF SEDIMENT AT THE END OF EACH DAY. 5. ALL DISTURBED GROUND LEFT INACTIVE FOR FOURTEEN OR MORE DAYS MUST BE STABILIZED BY SEEDING, MULCH OR SODDING. 6. ACCESS INTO THE SITE DURING CONSTRUCTION SHALL ONLY BE THE LOCATION WITH A TRACKING PAD. 7. CONTRACTOR TO DETERMINE TOPSOIL STOCKPILE LOCATION. TOPSOIL MUST BE BORDERED BY SILT FENCE TO RETAIN EROSION. 8. CONTRACTOR SHALL ADJUST THE APPROPRIATE STRUCTURAL AND NON-STRUCTURAL BMP'S BASED ON PROGRESS OF FILLING AND GRADING THE SITE. ADJUSTMENT SHALL BE BASED ON MEETING THE REQUIREMENTS OF THE NOTICE OF INTENT GRADING PERMIT. 9. CONTRACTOR SHALL PLACE TOPSOIL, SEED, AND EROSION MAT ON STEEP SLOPES AROUND PERIMETER OF SITE ONCE GRADES ARE COMPLETED. RESTORATION OF SITE MAY OCCUR IN PHASES. CONTRACTOR WILL NOT BE PAID EXTRA FOR MOBILIZATIONS FOR RESTORATION. -- 926 NVS` ., VS •' N,VS •NVS 1__• ,1 NVS =� •- ----------- I / • it :\�. __929 '; (� �// `Y ji \\9`�, �. •�I it �ii� GRADING NOTES: 1. ALL CONTOURS ARE COMPUTER GENERATED AND REPRESENT APPROXIMATE LOCATIONS. PROPOSED CONTOURS REPRESENT FINISHED GROUND GRADES AFTER RESTORATION. CONTOURS IN STREET REPRESENT TOP OF PAVEMENT/GRAVEL 2. STRUCTURE PLACEMENT SHALL COMPLY WITH ALL APPLICABLE SETBACKS PER CITY/COUNTY CODE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING POSITIVE DRAINAGE AWAY FROM STRUCTURES. 4. ALL SPOT ELEVATIONS ARE TOP OF ASPHALT/GRAVEL UNLESS OTHERWISE NOTED. GRADING LEGEND 855 FINISHED GRADE CONTOUR-MJR Zt- FINISHED GRADE CONTOUR-MNR --- 855 --- EXISTING GRADE CONTOUR-MJR ---- EXISTING GRADE CONTOUR-MNR +824,31 EXISTING SPOT ELEVATION +823.5 PROPOSED SPOT ELEVATION _10� PROPOSED DRAINAGE DIRECTION GR GROUND FF FINISHED FLOOR ELEVATION EROSION CONTROL LEGEND -� SILT FENCE - DETAIL HU -EC -2 EROSION MAT DETAIL C-220 ®STONE TRACKING PAD DETAIL HU -EC -1 INLET PROTECTION DETAIL HU -EC -3 EROSION LOGS DETAIL C-205 OINLET PROTECTION DETAIL HU -EC -4 -------------------- -- ------------------ EROSION LOG (TYP.) \\ DETAIL C-220 DETAIL C -205 ---------------m--------------------\\ 9 2 - -----PROPER OUNGARY - - - - HFI F - -El 0 G'2 930 - ---� - ❑ G_-�_ G gyy _- G G G - -- _ -'' . ------ ITR , WTR WTR - �. WTR WTR-`----- uTu. ______\dra HIGHWAY 61 61 PROJ. N0. 19437 PROPERTY BOUNDARY ADVANCED ENGINEERING CONCEPTS 1360 INTERNATIONAL DRIVE, SUITE 1 # EAU CLAIRE, WI 54701 PH: 715-552-0330 info®rls-aec.com GRADING AND EROSION CONTROL PLAN DOUBLE ROW SILT FENCE DETAIL HU -EC -2 HUGO MINI STORAGE REVISED PHASE II HUGO, MN EROSION MAT TW=931.80 4 7 TW=932.30 TW=931.86 TW=931.46 TW=931.10 REVISIONS I UHAF ILD BT I DESIGN DETAIL C-220 GR=927.26 COPYRIGHT 2017 AEC LLC. GR=927.00 GR=927.00 GR=928.00 GR=930.00 04/2019 BUILDING FF=932.0 \` j ; Z 3 N 927 - NVS _- = ---------- NVSr. NVS ___ _GR=928. 00 --_ -'iJV.� - - -- ------ -- --- 927 ---- _ -. 1JVS I../931.4330 9 ----- --_---- -9--3--1- --_-- -' 931.8 308830.7 - --- ---- --_--- -- TW=931.80 931.8 1. 3 n� t 0.56 INLET PROTECTION I I I , GR=931.70 _ o' ,o' -/ DETAIL HU -EC -4 SILT FENCE DETAIL HU -EC -2 STONE TRACKING PAD °' DETAIL HU -EC -3 rn ii DETAIL HU -EC -1 i�----�- I 931.9 931.85 rnl I PVMT FLUSH Ing 931.75--,, +I II i l i 931.30 W/ S/W 931.9 P r%1 m t \ m EXISTING I I n I m PROPOSED EXISTING BUILDING EXISTING BUILDING BUILDING FF=932.0 FFI9320 931.91 .g1 �LDINGm IFF -932.0 FF -932.0 I I I I I I I I I I OLS+ liGRADE CONTRACTOR TO n FOR 931.8 it I l STOOP n 931.7s, 9319n. 12 931.75 931.756 931.7 ^\ -------------------- -- ------------------ EROSION LOG (TYP.) \\ DETAIL C-220 DETAIL C -205 ---------------m--------------------\\ 9 2 - -----PROPER OUNGARY - - - - HFI F - -El 0 G'2 930 - ---� - ❑ G_-�_ G gyy _- G G G - -- _ -'' . ------ ITR , WTR WTR - �. WTR WTR-`----- uTu. ______\dra HIGHWAY 61 61 a 1 � ----- 932 ❑H 3 $$G WT,R- 'WTR WTR .. m PROJ. N0. 19437 ^ AEC ADVANCED ENGINEERING CONCEPTS 1360 INTERNATIONAL DRIVE, SUITE 1 # EAU CLAIRE, WI 54701 PH: 715-552-0330 info®rls-aec.com GRADING AND EROSION CONTROL PLAN HUGO MINI STORAGE REVISED PHASE II HUGO, MN DWG NAME 18037 E GRADE 4 7 Z3 DATE - - - - - - REVISIONS I UHAF ILD BT I DESIGN � COPYRIGHT 2017 AEC LLC. EXISTING 9 04/2019 BUILDING FF=932.0 \` j ; Z 3 N a 1 � ----- 932 ❑H 3 $$G WT,R- 'WTR WTR .. m PROJ. N0. 19437 ^ AEC ADVANCED ENGINEERING CONCEPTS 1360 INTERNATIONAL DRIVE, SUITE 1 # EAU CLAIRE, WI 54701 PH: 715-552-0330 info®rls-aec.com GRADING AND EROSION CONTROL PLAN HUGO MINI STORAGE REVISED PHASE II HUGO, MN DWG NAME 18037 E GRADE 4 7 DATE - - - - - - REVISIONS I UHAF ILD BT I DESIGN COPYRIGHT 2017 AEC LLC. 04/2019