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Home My WebLink About2811721320141-11222013LEGEND Existing Existing Existing EM GM 00 Denotes Existing Denotes Existing Denotes Existing Denotes Existing Denotes Existing 000 o Denotes Existing Denotes Direction Power Pole Light Pole Flag Pole Electric/Gas Meter Overhead Utility Line(s) Fence Bituminous Surface Concrete Surface Elevation of Drainage PP Denotes 968.5 LP TC Denotes FP Denotes 0- ohe - 70.4 101 III 0.00 IP 9235 (maw PK 966.5 x 970.9 970.5 970.4 x 970.9 X 971 . 8 0° Li 0 L.--- Z a Lu A 1 A 9 7 0 . 9 \ ° .6 ..--.......-.. .,_,.. /.....2-- e' X 070.7 x 970.7 970 8 97'0.8 970.6 S89°20'37"W _ 970.8 ,970 1 97" . 130.18 x 969.8 --i '6('' / - _.>, 96 9 9 6 . 9 4 .1- x970.1 964x EXISTING HOUSE 5108 HANKERSON AVE. F.F.E.=970.9 [1 29.751 970.9 969.8 • EXISTING GARAGE G.F.E.=970.2 968.5x9581 TC 69.8 x 969 x 968.9 16Pfk IP 968.7i 968.2x ; • 967.7 • TC • 9 x 969.9 SCRIBED X 970.4 970.7 1 970.6 970.8 x 968.8 1 0968.9 IP(LYING DOWN) 969.9 969.9 IP 969.4 969.8 NeScs 111', 4P6ii 7. • VO-li • A " 9110 969.6 v130.14 41. 694 4,6, 946 969.4x 969.4x fe epe A x .970.0 O'' dcse [ 129.86] 'S89.20137"W :0 e 6e, 969.5 ^1,9'.'0.1 970.2 70.1 969,5 X 970.4 97JI: 970.0 IP(SOLID IN CONC) x 970.3 X 969.4 x 969.4 x 969.1 EXIS11NG GARAGE G.F.E.=970.2 966.4 TC 968.7 is.. RETAINING WALL A EXISTING HOUSE 5108 HANKERSON AVE. F.F.E.=970.7 968.8 968.6x 96747 k 968.0 x 1967.2 INSTALL SILT FENCE 970.2 970.2 0, (6 • 970.3 97,. 20.2 00)' o z o F- c'II cncr L.., 0 L.: A ,z7 970.7 • 9740.2 970.2x A A .6 x .9702 970.8 _,_ 9/0.1 ohe x 969.7 o ohe 970.0 970'4 970.1 969 7 A 969.7 969.7 969.5 9 969.6 969.1 969 0 968.9 Gm 96, X 968.6 IP 069 5 969 3(-, x969.3 x968.7 • „ 16.I30•96.8'3e/106.: 970.0 9969.8 969.3' 969.5 969 8 969.5 968.6 971 . d 968.6x RETAINING WALL - \ x 968.8 969.3' ,,,.. 969.4 96Q9 9°9.2 X 969.2' _ Mt., 1Se se" 1140,1-; •!--• .P41 '.- PIP••%. LOb iPS.A - • ; Pi•O&IlkfikallAdketit fArait.7 96 0 967.1 ic • 966,9 IC • STORM WATER & 968.5 TC 967.6 967.3 C") CD 966.8 :Na :C:17 1-7-% ta") cA) c x966.4 1.71 -0 •(-) INSTALL ROCK CONST. ENTRANCE rrl 966.0 Denotes Utility Easement, per Final Plat • Denotes Found Iron Monument Denotes Existing Contour Denotes Existing Tree, as noted EROSION CONTROL NOTES Silt fence, bio rolls and/or catch basin inlet protection devices shall be installed prior to any land disturbing activity. Rock construction entrances shall be installed prior to any land disturbing activity or after existing driveway is removed. Any sediment that reaches the existing street or adjacent property shall be removed immediately and measures shall be taken to prevent further sedimentation offsite. f,"1 10 Ln Lni* C a cN 969.7 969.6 969.6 9 0 989.2 .969.4 4. All silt fences, bio rolls and catch basin inlet protection devises must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches )S of the height of the device. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. 5. Rock construction entrance must be repaired or replaced when the rock becomes inundated with 0(4 sediment and/or excessive sediment is being tracked from the site. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. 6°'t HIMIKEA SO/" Plov/iv6. 127i515 3 4' construction fencing shall enclose existing basement perimeter and Conditions of Demolition/Moving excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried l' and spaced at a maximum 10' on center. - V. Enclose stockpiled soils with properly installed silt fencing. to t t e roperty must be restored within thirty (30) days of building molition/move - utilities abandoned at the property line with a permit, foundation demolished with a separate permit, debris removed, demolition excavation filled to match adjacent grade and seed or sod placed and maintained at disturbed areas OR a permit must be issued for a new structure within thirty (30) days of the building demolition/move. Confirm property may be redeveloped prior to demolition. A demolition permit provides no assurance of permitted future CALL FO', INSPECTIONS @ 952 826 with PERMIT NUMBER and ADORESS Silt Fence and Construction EntrancE I:OW.141366 4 -Foundation Wail Reinforcing _Foundation Pre-packfill -........Frarning and Shdathing ke salcustasit _Insulation _Lath ,Drywall Masonry Fireplacp Final •allehle REVISIONS 1. 7/2403 Add Sheet 2 s. DRAWN BY: (BD DESIGNED BY: TTR ISSUE DATE: 10/28/13 I hereby certify that this plan, specification Cr report was prepared by me on under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Name: Brian 3. Krystoflak, P.E. Signature: A /4.164" Date: 10/2B/1) License A: 25063 of 3 0 10 20 40 < IN FEET ) STORMWATER MANAGEMENT DETAILS REVISIONS DRAWN BY: 330 DESIGNED BY: 01K ISSUE DATE: 10/28/13 I hereby certify that this plan, specifi.tion or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Name: Brian 3. Krystofiak, P.E. Signature: /41(.7364- Date: 10/28/13 License 0: 25063 3 f 3 TREE FENCE BIOROLL DETAIL SILT FENCE EMERGENCY OVERFLOW PORTS 2X3 HDPE FRAME INSERT ANCHOR W/ METAL T—POST OR WOOD 2"X2" STAKE DIRECTION OF FLOW FILTER FABRIC (36" MAX. HEIGHT) OPENING IN FABRIC WEAVE < 212 pm 6"X6" TRENCH (COMPACTED BACKFILL) HH —I I 11=111-11E-111—. 1—H1=111-1' UNDISTURBED SOIL NOTES: 1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE LINE. 2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. 4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH. 5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST. 6. SEE MNDOT SPECIFICATIONS 2573 8c 3886. ANCHOR W/ METAL T—POST OR WOOD 2"X2" STAKE COPOLYMER BARRIER FENCING (48" HEIGHT) UNDISTURBED SOIL NOTES: 1. TREE FENCING SHALL BE PLACED A MINIMUM OF 1 FOOT PER CALIPER INCH OF TREE DIAMETER FROM TREE(S) THAT IS/ARE TO BE SAVED. 2. ANCHOR POST MAY BE SPACED UP TO 10 FEET APART. 3. SECURELY ATTACH TREE FENCE TO ANCHOR POSTS W/ MINIMUM OF TWO ATTACHMENTS PER POST. 4. SEE MNDOT SPECIFICATION 2572. 1"x2" WOODEN STAKE 10" EMBEDMENT DEPTH FLOW 45° NOTES: 1. ENDS OF BIOROLL SHALL BE A MINIMUM OF 6" HIGHER THAN BOTTOM OF FLOW PATH. 2. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE BIOROLL 3. SEE MNDOT SPECS 2573 8c 3889. INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE INFRASAFE - 27" DEBRIS COLLECTION DEVICE ROCK CONSTRUCTION ENTRANCE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 2'x3' HDPE FRAME INSERTJ • - EMERGENCY' OVERFLOW PORTS — MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION — FILTER BAG INSERT" — DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 44), — MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION — FILTER BAG INSERT" — DESIGNED FOR NEENAH R-3250—A OR R-3250-1 (MNDOT 801) FRAME CASTING • tili!!!!!!! t;;;;;-1 4,447504;.;;;;A: 4...,t00711.4piee..- ..1n1p10;....sitips144 4..14 r 2" CLEAR ROCK (MIN.) 6" MIN.