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HomeMy WebLinkAbout2811721320141-10282013Confirm property may be redeveloped prior to demoliti provides no as A demolition pe mit ce of permitte future 1-'CALL FOR INSPECTIONS c 952 826 03 with PERMIT NUMBER and ADDRESS LEGEND PP Denotes Existing Power Pole LP IC Denotes Existing Light Pole - Denotes Existing Flag Pole FP EM GM 00 Denotes Existing Electric/Gas Meter Denotes Existing Overhead Utility Line(s) Denotes Existing Fence Denotes Existing Bituminous Surface Denotes Existing Concrete Surface x 000 o Denotes Existing Elevation Denotes Direction of Drainage Denotes Utility Easement, per Final Plat Denotes Found Iron Monument ;Denotes Existing Contour Denotes Existing Tree, as noted 968.5 PK 101 0.0 IP 968.5 966.5 [ TC Silt Fence and Construction Entrance -Footing -FoLindation Wall Reinforcing FoLndation Pre-backfill FrEolipg and Sheathing t 0/ve}:2_ H/6/7` Min 14 FoAliOX (A/ - ohe - X 971.8 x 970.9 atON11.011 -Insulation 967.6 968.5x968.1 TC -s EXISTING HOUSE 5108 HANKERSON AVE. F.F.E.=970.9 0 0 u_ z a970.9 ▪ ° 910.6 \ 970.6 970.9 x970.1 96/4x all • EXISTING G R G 129.7511 x 9707 970.8 • 0.18 x 969 8 • • w ><996;.9‘1.2-6' x 968.9 970.0 9159 / 9601 )6 ir INSTALL FENCE 969.8 n •••••• 969.8 968.7: 5104 HANKERSON AVENUE X EROSION CONTROL PLAN 7711" Ohe 970.2 o SCRIBED X 2 970.4 970.7 T-7 970.6 968.2x / II • 967.7 •e:,f TC i>> 970.8,5s 970.8 .e>, 970.3 co. 967.3 1CW "x 769`7 ohe x 969,7 STORM WATER & (DEMOLITION) 9 969.6x Edina, Minnesota 97 ow z r` P < < /csk ohe ohe 969.8 AC 4 • 970.0 el • LL.j Z 0 P < 5 < L.d EROSION CONTROL NOTES 1. Silt fence, bio rolls and/or catch basin inlet protection devices shall be installed prior to any land disturbing activity. Cn1 966.8 969.7 j 4. 4 970.2 ci ca. 970.2x A 969.7 969.6 969.6 t7, 969.6 970.1 9697, > 1) 969.6 970.8 969.7 969.5 2. Rock construction entrances shall be installed prior to any land disturbing activity or after existing driveway is removed. • 971 9 5 Nz9„ 970.5 969 8 9i21-----x9.5 969./3' x968.7 9.69,4.4x 9/3c; x 969.3 9169.4x 69.4 A x 969 1 969 0- 068 ° G 968.9 :/)6$.6 .96.8 „ 014,61 x 968.6 968.6 969.7 969.7 • 970.2 A . .o/ • 410 ° \ 4 FT. WOOD \.970,0 FENC AP4'' 70.1 ,A x 970.4 97C4IP(SOLID IN CONC) • 3. Any sediment that reaches the existing street or adjacent property shall be removed immediately and measures shall be taken to prevent further sedimentation offsite. 966.4 4064.70. 970.0 ,130•14 S89.20'37"W [129.86] RETAINING x 969.4 WALL EXISTING HOUSE 5108 HANKERSON AVE. 968.6x F.F.E.=970.7 969.5 969 969 1 //2 969.3 t•-• /.‘o, 968.7 oN`e ocsa 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. INSTALL ROCK CONST. ENTRANCE X 970.3 / 968.8 K. 967.2 ' 966.0 966.4 969 5 969.5 969.4 969.8 11 X 969.4 x 969.1 TC 5. Rock construction entrance must be repaired or replaced when the rock becomes inundated with 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. A EXIS11NG GARAGE G.F.E.=970.2 REVISIONS 1. 7/24/13 Add Sheet 2 X 968.8 2 4 5 /04f Mt4/Ic5/t,sion PE/14o atii;.)e- 969.9 969.9 IP 116 966.4 5 11968.9 IP(I saw; nom!) DRAWN BY: 110 41... 127007 N A5-11.1.aoA.olit DESIGNED BY: )7R ISSUE DATE: 10/28/13 Conditions of Demolition/Moving • 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried 1' and spaced at a maximum 10' on center. • Enclose stockpiled soils with properly installed silt fencing. • Property must be restored within thirty (30) days of building demolition/move - utilities abandoned at the property line with a y 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. I hereby certify that this plan, specification or report was prepared by rne or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Name: Brian J. Krystofiak, P.E. Signature: Date; 10/28/13 License #: 25063 10 20 40 969.8 RETAINING WALL \ 1 of 3 ( IN FEET 970.4 X 970.9 ^7r 5 Edina, Minnesota REVISIONS 5 6. DRAWN en: 710 DESIGNED BY: B. ISSUE DATE: 10/28/13 I hereby certify that this plan, specification On 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), Krystofiak, RE, Signature: Date: 10/28/13 License X: 25063 2 of 3 4,0 10 20 970.9 . 969.8 969.4 x969.2 969.4 x969.2 966.4 TC 966.4 ( IN FEET ) LEGEND Denotes Existing Well Denotes Existing Electric Meter Denotes Existing Power Pole Denotes Existing Overhead Utility Line(s) Denotes Existing Fence Denotes Existing Bituminous Surface Denotes Existing Concrete Surface Denotes Existing Elevation Denotes Proposed Elevation Denotes Direction of Drainage Denotes Found Iron Monument, as noted Denotes Set Iron Monument Denotes Existing Contour Denotes Proposed Contour Denotes Existing Hydrant Denotes Existing Telephone Box Denotes Existing Trees as noted Denotes Existing Tree to be Removed - Denotes Proposed Silt Fence Denotes Proposed Rock Entrance cx:7D ,c) Denotes Proposed Retaining Wall EROSION CONTROL NOTES 1. Silt fence, bio rolls and/or catch basin inlet protection devices shall be installed prior to any land disturbing activity. 2. Rock construction entrances shall be installed prior to any land disturbing activity or after existing driveway is removed. 3. Any sediment that reaches the existing street or adjacent property shall be removed immediately and measures shall be taken to prevent further sedimentation offsite. 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 )5 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 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. X 970.3 X 969.4 968. 44, 968.8 968.6x 967.2 , EXISTING HOUSE 5108 HANKERSON AVE. F.F.E.=±970.7 o9t.„0.1 970.2 ° '970,1 969.5 969.5 x 969.4 x 969.1 968.9 IP(LYING DOWN) 1101 400.00 IF 9235 (-1-970.4 x 970.9 x 971.8 968.9 968.8 x969.3‘,, + 49 x .z 96&.2 x : PROPOSED' DRIVEWAY/ ±8.4% 969.4 C1 r,....,, Draliggp. -.--- aff iiwi,1410,ff_ a •44.-1.6.1)'!•'''"'-:.' .., ,,_ ,_1/101,1 a ntiraffv. k 001"1.1y t1.111 .1.:11,2t pst.t./ if .4,144,:r• a .. al ',RI' ... • •• 41 •,. :,..,,nn=4.4%.40; Alt 'ft '"Iii.:411p. ''' `....01‘..,•1. • :mamas • 0 969.8 970.8 7 5./8 • w x969.2 X969.7 9.65 Covered Stoop Covered Walkway 29.83 0 cc a 41 tO .1970.9 < 4 910.8 \ 970.6 970.9 x970.1 EXISTING HOUSE 5100 HANKERSON AVE. F.F.E.-=±970.9 /[129.7511 S8920'37"W 130.18 6.0 969.8x 969.6 x cant. 30.17 969.8x co Z DVI 0 W x 969.7 < 969.6x csi M 969.6 00 I-u o 969.7 x D EL 0 968.2 0 907.7 x 0 TC 971.6 ROCK CONSTRUCTION ENTRANCE • EXISTING GARAGE G.F.E.=970.2 970.7 x 970.6 / 970.8 969.6 \ 4 FT. "-WOOD .970.0 FENCE 7 60.00 E/P 969 969.4 94 130.14 S89°20'37"W r [129.86] 961.6 cbtic' 968.6 968 X 968.6 968.7 RETAINING -WALL 96 0 967.1 0 i 0 • 906.8 966.9'. IC 967:7 970.2 0 07 X 970.4 968.7 r 969. 070 x969.6 ,970 970.5)1 969.8 EXISTING GARAGE G.F.E.=970.2 969.'l x 968.8 WELL EM 968.5 TC PP 'Cy L x 000 .0 x0-00.CD -0-- -0 0 0 /WW1. PK 968.5 © 966.5 968.5x 968.1 TC 968.7' TC 969.8 969.9 969.94-) IP Edina, Minnesota STORMWATER MANAGEMENT DETAILS 5104 HANKERSON AVENUE ENV REVISIONS 2 3 5. DRAWN By: 330 DESIGNED BY: BIG ISSUE DATE: 10/28/13 I hereby certify that this plan, specification Ar 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 I. Krystofiak, P.E. s g 74. i,Ø4- Date: 10/28/13 License #: 25063 3 f 3 AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE INFRASAFE - 27" DEBRIS COLLECTION DEVICE ROCK CONSTRUCTION ENTRANCE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS SILT FENCE ANCHOR W/ METAL T—POST OR WOOD 2"X2" STAKE DIRECTION OF FLOW 114E1111-11--- 11=-111E-Ellpii=" rEd 1.„ 1 17- FILTER FABRIC (36" MAX. HEIGHT) OPENING IN FABRIC WEAVE < 212 pm 6"X6" TRENCH (COMPACTED BACKFILL) UNDISTURBED 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 & 3886. TREE FENCE 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. BIOROLL DETAIL 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 & 3889. FLOW 45° 1"x2" WOODEN STAKE 10" EMBEDMENT DEPTH HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 2'x3 HDPE FRAME INSERT' EMERGENCYJ OVERFLOW PORTS — MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION — FILTER BAG INSERT" — DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES — 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 HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 2X3 HDPE FRAME INSERT EMERGENCY OVERFLOW PORTS 4, 14.444-724741.1Ppe, "%WAN • !Ow n•41b:.*; SOMPSOS SVP 'ishrttk,MPSIP;.; Al we ..tOn V.* `1071,14W 44.1e 2" CLEAR ROCK (MIN.) 6 MIN.