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Home My WebLink About3211721420038-08072014903.4 902.9 IC TC EXISTING DRIVEWAY 20005 903.96 IPF OPN SILT FErE- Jr(PY DIgafAR4 bEV*TERING `20 MINIMUM 212 FEET FROMic v IN A LT-FENtff 10 PUMP oyi, Ai I Cant '(r,) LOT PROPOSED BUILDING ELEVATIONS Lowest Floor Elevation: 903.5 Walkout Elevation: 904.5 Top of Foundation Elevation: 911.5 Garage Slab Elevation (at door): 910.1 First Floor Elevation: 913.2 (Previous FEE: 912.4) / hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws 0 the State a Minnesota Name: Brian F. Kallio, P.E. Signature: ,,,F„ Date: 8/6/14 License 0: 25817 REVISIONS 2. 3. 9. S. 6. DRAWN BY: DESIGNED BY: ISSUE DATE: 2 of 3 B7/15/19 3211 BR( LEGEND NOTE: STORM WATER AND EROSION CONTROL INSPECTIONS SHALL BE COMPLETED ONCE EVERY 7 DAYS OR WITHIN 24 HOURS OF A RAINFALL OF 0.5 INCHES OR GREATER. GROVE STREET 0 29.83 - ±26.7 c.i TR A CY AV E NU E BENCHMARK T.N.H.=906. 76 • 20002 904.43 IPF PINCH TC 904.9 TC 905.7 TC 905.9 TC 906-1 906-a: CS 1C4 it 904.6 50 x90449 904.8 CP53 STMhV 0 STOCKPIL, co , cs,Pinch Top 90 PIM 0 ±9.5% _H > HYD 909.7 VcS1' CE/ 902. 904.0 TC I 0 oe 412_, 0 91 ALL CONSTRUCTION TRAFFIC-- 52 WEISS 1n11.0OCK EN1RANC 903.08 119.86' 20005 CP52 ..... -903 .... 910.0 x PROPOSED' -HOUSE 'OU RED BASEVENT- VODIFIED WALKOUT 909.6x TC 903.9 INFRASAFE DEBRIS COLLECTION 902.2 DEVICE (TYP) 902.5 -14( IC 9 Retal • Wall Stone-0-, -\ I • ,61 'ii( cNEt1 1, 8.3 7 1-n x 000.o Denotes x(600.6) Denotes Denotes -0- Denotes -0- Denotes //- Denotes Denotes Denotes Denotes WELL EM 0 PP HYD TB Denotes Denotes Denotes Denotes Denotes Denotes Denotes Existing Existing Existing Existing Existing Existing Existing Existing Proposed Elevation Direction of Drainage Found Iron Monument, as noted Set Iron Monument Existing Contour Proposed Contour Existing Hydrant Existing Telephone Box Well Electric Meter Power Pole Overhead Utility Line(s) Fence Bituminous Surface Concrete Surface Elevation Denotes Existing Trees as noted -• • • Denotes - Denotes Denotes cxcx:::) Denotes Existing Tree to be Removed Proposed Silt Fence Proposed Rock Entrance Proposed Retaining Wall AUG SITE LOCATION 58.5 1.0 Can 0 ... .wy, • • • • ..... • 1.4.7 t o x 910 7 119.97 53 ()I\ 9104') 1 _.----- (Plat=120) 7P53* DROP GARAGE 1.0 FT. DOWN, AS SHO VYN * _ .,- ---- . 0 ffmmil 0 20 40 ( IN FEET ) USGS MINNESOTA SOUTH QUADRANGLE 7.5-MINUTE SERIES c'E(10 7---X /9--c y it / f )A• V1•1.49\..003S/ Retaining Wall -- Stone (to be removed) TC 908.1 r x 0) 9 BENCHMARK TOP OF SPIKE Fl = 910.48 911.3 ±30.2 f 970, / I / co / u-i ERIC DOTY ((952) 294-2120) OR DESIGNEE WILL BE CONSTRUCTION SUPERVISOR RESPONSIBLE FOR SITE CLEANLINESS AND EROSION AND SEDIMENT CONTROLS MAINTENANCE EP I Ni I - '54,131). aiir\•.••-•-i-ri 1 ° X 911.8 \ 20221 op;-,-910.77 Egres Pit 77- 7777 Existing House 5805 Tracy Ave. F.F.E.=±_914.2 _4 ft. Chainlink Fence HOPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 2c3. HOPE FRAME INSERT EMERGENCY OVERFLOW PORTS HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 2X3 HDPE FRAME INSERT / EMERGENCY OVERFLOW PORTS LE111_111E_I 1 = 1 1 I ' UNDISTURBED SOIL Flow 1"x2" WOODEN STAKE EMBEDMENT DEPTH ST O R M 1 A / A T E R M A N A GE ME N T D E T A I L S REVISIONS z . s. DRAWN BY: DESIGNED BY: ISSUE DATE: 07/IS/14 hereby ,yr,fy 10.1, t, I p91,,,,an yr: ,eunld e:rar 1mi the " r'P'sr'upsTil's'Iron" and that I am a re'mnitseae:du Bo. n ssional En laws of the Stale of Minnesota Date: B/6/14 License 0:25817 3 0)6 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 or refuse 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 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. 6. Contractor shall stabilize areas outside of the building foundation within 14 days of backfilling using one of the following methods or an approved alternative: 1. Temporary seeding with hydraulic mulch 2. Temporary seeding with erosion control blanket 3. Temporary seeding with anchored mulch 7. Hazardous materials and hazardous waste shall be stored in appropriate sealed containers at all times while not in use. Hazardous wastes generated at the site must be managed and disposed of in compliance with MPCA rules. 8. Contractors must provide a lined containment area for all liquid and solid wastes generated by washout operations on the site. The liquid and solid washout wastes must not contact the ground and the washout area must not allow runoff. Liquid and solid wastes must be disposed of in compliance with MPCA rules. Contractors may remove soiled equipment from the site for washing. 9. All refuse generated by the work must be place din a dumpster or other container designated for refuse. Refuse containers must be serviced on a regular basis, as needed. Contractors much pick up all refuse that is blown or placed onto adjacent properties. Dumpsters must be removed within 10 days of completion of work. SILT FENCE ANCHOR W/ METAL T-POST OR W000 2"X2" STAKE UNDISTURBED SOIL NOTES: 1. DIG A 6"X6 TRENCH ALONG THE INTENDED SILT FENCE UNE. 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 ALL exe TRENCH. 5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST. 6. SEE MNOOT SPECIFICATIONS 2573 & 3886. - MEETS MN/DOT SPECIFICATION 3891.F 'STORM DRAIN INLET PROTECTION - FILTER BAG INSERT' - DES/GNED FOR NEENAH R-3067 OR R-3290 SERIES TREE FENCE ANCHOR W/ METAL T-POST OR WOOD en' STAKE '1E111E31 lEE111E1 =HP11 NOTES: I. TREE FENCING SHALL BE PLACED A MINIMUM OF 1 FOOT PER CAUPER 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 SPEaF1CA1ION 2572. AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES - MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT' - DESIGNED FOR NEENAH 8-3250-A OR R-3250-1 (MNDOT 801) FRAME CASTING rxr TRENCH DIRECTION OF FLOW B (COMPACTED BACKFILL) 11E-111=-T1= ;4,WI • 111=--mEl 1- .1-T1 iv' FILTER FABRIC (36 MAX. HEIGHT) COPOLYMER BARRIER FENCING OPENING IN FABRIC WEAVE < 212 pm (48 HEIGHT) j31 MOLL DETAIL NOTES: I. 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 /MOOT SPECS 2573 & 3E189. INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE INFRASAFE - 27" DEBRIS COLLECTION DEVICE ROCK CONSTRUCTION ENTRANCE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS AUG -72014 ST O R M W A TE R & ER O S I O N C O N T R OL P L A N (DE M O L IT I ON ) REVISIONS 1.7/26/14 Add New Construction sheet 2 3 o. DRAWN BY: 310 DESIGNED BY: BIS ISSUE DATE: 6/19/14 I hereby certify that this plan, specification or report was prepared by me Sr under my direct supervision and that I am a duly Licensed Professional Engineer under the asset the State of Minnesota Name: Brian F. Kaillo, Signature: Date: 8/6/14 Ucense #: 25817 1 f 3 sr • 09.2 910.2 x 10.0 910.0 NOTE: STORM WATER AND EROSION CONTROL INSPECTIONS SHALL BE COMPLETED ONCE EVERY 7 DAYS OR WITHIN 24 HOURS OF A RAINFALL OF 0.5 INCHES OR GREATER. GROVE STREET INSTALL ROCK CON:Tiv-INFRASAFE DEBRIS COLLECTION ENTRAKI 2 902 DEVICE (TYP) 902.5 ' • • E I S11 N DRIVEWAY en • ///, L-n 008 8.3 x 909.6 LEGEND BENCHMARK T.N.H.=906.76 \\ 903.3 902.5 4111i TC •••n • \ • 902 TR A CY AV EN U E 904.9 TC 905.7 TC 905.9 IC 906.1 906.21 Ca ICI 906.1. 904.6 TC TC • STM OH„...•••""'"'. • '"--104. - X LC HYD cnPinch Top • 3c0.8 909.7 X • e Retaining Wall -Stone 908.7,-- - W6. 0 a•••'-' :s0-• . 905.4 OD\ • x 906.4 EXITIN01. tONaR,EYE 902.9 903.4 TC AUL -CONSTRUCTION TRAFFIC__„- : ACCESS VIA ROCK EN-TRANCE INSTALL SILT [FENCE (TV) elat = 120), ---903.4 903.9 XDISHARGE DVATERING WATER \ MIN UM \ -20 FEET,PROM-CURB INSTALSILY FENCE OR x ?um' oullaining 4, 7 909.7 - ohe - PP LP EM GM 00 Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes x000.0 Denotes Denotes Denotes --e-- Denotes /Denotes Denotes Existing Existing Existing Existing Existing Existing Existing Existing Existing Direction Utility Easement, per Final Plat Found Iron Monument Existing Contour Existing Tree, as noted Power Pole Light Pole Flag Pole Electric/Gas Meter Overhead Utility Line(s) Fence Bituminous Surface Concrete Surface Elevation of Drainage I / Egres Pit /77 /7777 Existing House (/ / 5805 Tracy Ave. F.F.E.=+914.2 TC 908.1 c35` c452) ±30.2 911.3 -4ftc.eChainl Fen ink 20205 Ohe x-9113,21ohe OE ...... .5e1 ...... • ohe *40.7 A gogig, • "ae- 9V2-. a , x 911.8 x 912.1 LOT 6 ERIC DOTY ((952) 294-2120) OR DESIGNEE WILL BE CONSTRUC110N SUPERVISOR RESPONSIBLE FOR SITE CLEANLINESS AND EROSION AND SEDIMENT CONTROLS MAINTENANCE 0 10 20 40 INIn 1 1=11n 1 ( IN FEET ) AUG - Z014