The URL can be used to link to this page

Home My WebLink About1802824410073-01102014X 888.2 X 888.2 886.8 N89°51 '1 0"E r/7/7/777777 Existing House V Top of Foundation= +888.0 3)0 DRAWN By: 1/9/14 ISSUE DATE: =en o t es Denotes Denotes Denotes Denotes Denotes Denotes xisting Fence Existing Bituminous Surface Existing Concrete Surface Existing Elevation Direction of Drainage Utility Easement, per Final Plat Found Iron Monument Existing Contour Existing Tree, as noted 888.9 26' 8" Tree X 886.8 '--East line of Wes 4- 0 co' 00 L.r) 03 • -41 prvy 1!! 1-4 / „ t.2:3 _ EROSION CONTROL NOTES 1. Silt fence, bio rolls and/or catch basin inlet protection devices shall be installed prior to any land disturbing activity. I 0 °-# 887.0;1 041 0 887.01 0 N.„e ..^ 4. All silt fences, bio rolls and catch basin inlet e . AI •. • . 6. > ` f ta: Wood Fence Filence „887.5 ---/L- . protection devises must be repaired, replaced, or supplemented when they become I / / CALL FO 4 V-Pr; IONIQ 952 826 oqn ..,.., 1;,, • I I lvi ra N..... nonfunctional or the sediment reaches )i of the /887.6 with PERtia NielarMi and ADDRESSf- ' - • i wi hin 24 hours of discovery, or as soon as ield conditions allow. of the device. Repairs shall be made tracked from the site. Repairs shall be made ation einforcing within 24 hours of discovery, or as soon as Pre-backfill field conditions allow. and Sheathing AMMER:MYR _insulation -Lath -Drywall Masonry Fireplace Final tO??Lf./ 00 20 40 ( IN FEET ) 1:2i/57( CIO/ (14(-(f-4x 71tAio()/v4je- NO TRESPASSING NO Excavating! NO Driving! NO TRESPASSING on adjoining properties • O. 887.3 X ••••••••••••00000••• 42 •0 0•• 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. roperty must be restored within thirty (30) days of building demolition/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. çL Pine _41›, N89°51'1 0"E • --b87 x itoge italleb r*---. -4" 4 ,/k Pine 886.7 887.3 • 8 (1.) > 887.3 rt) 87.5 135.00 North line of Lot 56, Aud. Sub. No. 172--i 5 ft. Wood Fe ce 135.00 • • • • • SOS• • • • IS \ri I 8" Tree 2 1.4 I 887.2 +I 887 1 I +II to 0 Garage / SI ab=887.5 '20.6% Ex:sting /, 887.2 X • • 0 0 0 • • • X 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. South line of North 66.00 feet Ix of Lot 56, Aud. Sub. No. 172 (NO SCALE) c„ N o. .1 5. Rock construction entrance must be repaired or F-:::1;- Inca ond ,. an ction Entranceeplaced when the rock becomes inundated with sediment and/or excessive sediment is being pe IAN 1 0 20;4 DO@ n .0 N, 00 Tree WORK HOURS: lilt MATERIALS, DUMPSTERS AND PORTABLE TOILETS 7:00am to 7:00pm Monday through Friday 1-10LIDAys SHALL NOT BE STORED IN WORK ON SUNDAY OR I) 9:00am to 6:00pm Saturday RIGHT-OF-WAY SAN. MN. RIM=880.4 INV=870.3 HYD 880.5 IC r eN r. 880.1 < d TC _6 879.8 TC CD _o 0 (f 879.6 TC 880.4 TC / 889.2 TC fl-S - i I 01 I / rR9tK OONST. I AN.IENTfi CE 887 2 3 3 „ 3 • A, 1 N I I' \ r \ X FM- - - - - - - - +41.8 (C (NO SCALE) 1 1 884.2 886.6 / Concrete 7.1 Driveway IX885.3 , 886.3 X X 886.7 1 +42.2- 886.6 X ' 18" Ash //////t3i .Y///// 16" Ash ee Confirm p operty may be redeveloped prior to de olition. A demolition permit provides no assurance of uses itted future • fr VSTALL SILT FENCE (TIP) /rE ( (NO SCALE) 1/2 OpenA \ , .40 ' PP -CO-s , /Denotes Denotes 388.7 X Existing Condominium Top of First Floor Slab= +889.1 Z/Z/Z/Z/Z/Z/ZZ/ _g/..Z/ZZLZZ/Z/Z fZZ.Zz &_z/z/z/z2z/zzzA STORM WATER & EROSION CONTROL PLAN (DEMOLITION) (7) > REVISIONS z. s. DESIGNED BY: I hereby certify that this plan, specification or report was prepared by rne or under my direct supervision and that I arn a duly Licensed Profesional Engineer under the laws 0) 5) State of hilonesola Name: Brian Krystoliak, Signature: Date: 1/9/14 License #: 25063 1 of 3 763-489-795 REVISIONS 2 DRAWN BY: 110 DESIGNED BY: 131K ISSUE DATE: 1/9/11 1 hereby certify that this plan, specification or report was prepared Gyms 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:4.16/- Date: 1/9/14 License 5: 25063 EXISTING CONDOMINIUM 4075 51st Street W. 7 1://:_ Top of First Floor Slab= +889.1 .---7----1-30.1-7- , 2 of 3 El 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 000.0 888.7 X x(001).0) #72y/i7c--- 3-/7/ D0 10 20 40 ( IN FEET ) 0 LEGEND -• • • trio:Y-1-4 Cx:);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. L USE EXIST.--v, DRWY AS , \/CONST. EN1RANCE r r, - 880.1 o TC (f) Li (.6 0 -J 46 879.8 TC .3) -e 0 0 879.6 TC TC 880.4 TC 880.5 880.2 0 IC 0 • • • -4C,A2 • • • I • co / / , IZZZ/Z/ /Z/Z2 .Z_ZZ).A 8866 ' INSTALL, ROOK CONST. ENTRANCE 88-L2 884.2 03 CO --42.3- 21.83 -42.3- ±7% ; +42.3 - , Pine Match Exist. Wall CONCRETE DRIVEWAY Pine 888.2 X TW=887.0 ,BW=884.0 f? Wood 'Eence N89°5 0"E 135.00 885.9 \--South line of North-.. 886.1 885.9 of Lot 56, Aud. Sub. X Pod /7/7777 -/ 7777/7 -T886.0 '277' / A .40 r0 Yo natiOr I N 3.0 N89°51'10"E 5 ft Wood Fence 135.00 888.2 26.5 tro. etf l Lri • 6 Raise Found.--/ Wall to 886.0 21 83 „ o ...Aro-0y • .55•5 • • • EXISTING HOUSE 5105 Halifax Ave. Top of Foundation= +888.0 6.83 North line of Lot 56, Aud. Sub. No. 172-- 13.5 TW=887.0 BW=884.5. 12.0 0 887.3 tO E/P 14.0 26 Tree 03 V) ▪ Z LLI 0 LLI 0< ▪ C° o uJ 0_ cc 0 03 0 El_ 0_ 20.17tz Ash 8" Tree • • • • • • • • S 887.9 9.5 9.5 888.7 TW=887.0 \ -8W=886.0 .00 feet I o. 172 887.9 ./__ZZZZL 073 z • • • 888.5 • • • 888.9 TALL SILT X 888 2 FENCE (TYP) Exist. Stone Wall (to be removed) x 888.0 888.1 PP Denotes Existing Trees as noted Denotes Existing Tree to be Removed - Denotes Proposed Silt Fence Denotes Proposed Rock Entrance „ , HYD WELL 0 EM 0 PP x BIOROLL DETAIL FLO Kr 1"x2" WOODEN STAKE 45° 10" EMBEDMENT DEPTH 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. 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) 11--111-E111.111E111--. I 7.1-111F— COPOLYMER BARRIER FENCING (48" HEIGHT) ANCHOR W/ METAL T—POST OR WOOD 2"X2" STAKE 7 UNDISTURBED SOIL HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS • REQUIRED INSIDE BASKETS 400 MICRON FILTER BAGS 2X3 HDPE FRAME INSERT z EMERGENCY OVERFLOW PORTS 44114,1k, ife-fgeeter,,c., ._41,44g04,11_ ftittriatiM‘o•JOV/4,t4 •-•••illk,11-4,-*-dkOzet 6-071.4*:".0:947 4-Arto r 2" CLEAR ROCK (MIN.) 6" MIN. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I are a duly Licensed Professional Engineer under the laws of the State of Minnesota Name: Brian J. Krystofiak, P.E. Signature: Date: 1/9/14 Usense rt: 25063 LAW. subrAvIslon 0 Lr) 2 SILT FENCE 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 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 POS TS W/ MINIMUM OF TWO ATTACHMENTS PER POST. 4. SEE MNDOT SPECIFICATION 2572. STORMWATER MANAGEMENT DETAILS INFRASAFE — 2'x3' DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS 2'x3 HDPE FRAME INSERT 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 INFRASAFE — 27" DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES — 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 ROCK CONSTRUCTION ENTRANCE JAN 10 MJ f6lc7 /7f7 372/ hie(im)c HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS REVISIONS DRAWN BY: J3D DESIGNED BY: EUK ISSUE DATE: 1/9/14