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Home My WebLink About3311721220070-1017201420 10 FEET SCALE [herr 10-01-7014 PC NO 45507 Lap G FiTYR 052 826 and ADDkr-SS A • y LEGEND • MONUMENT FOUND o IRON PIPE MONUMENT SET • WOOD HUB SET DENOTES DRAINAGE ARROW EXISTING SPOT ELEVATION f ' SURF/ ir /2 /VAS-YOR 4WUA ZW/N24, J1L/1/ 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 l' 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 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 II-11 r1-1,-, I NO TRESPASSINGTRESPASSING NO Excavating! NO Driving! NO TRESPASSING on adjoining properties LOT AREA SQUARE FOOTAGE: 10452 SQUARE FEET EXISTING ELEVATIONS: FINISHED FLOOR ELEVATION = 942.82 SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com DATE BY CHK DESCRIPTION Confirm property may be Re pe 'or to demolition o o 7/Zi Lk A demolition permit provides no Assurance of permitted future uses Residential Temporary Rock Construction Exit N‘ZS.45::°"---:1: .34,41:1.42stili,..:1-6:1 •:1:04%. tftt 44,1141 4,00,1.".064 00 • ,.,11 gir (441,, 6.4;:t.1.• fiet•ttre• .1.14.114:1s t*A.9.4/14,1.. -44fics., ;see Ice .;„•41.1 loptfo: Non-woven geotextile drainage 12' minimum fabric under Failure to install the Construction Exit before disturbing the site soils and/or failure to maintain the Construction Exit will result in enforcement action by the City. -15 initial length -To front yard setback line after backfill 6" minimum thickness 1 112" to 3" washed rock lit Engineering fabric SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Fabric anchorage trench with tamped natural solt .. • • . •• . • inch minimum • • . • • .-oc and Construction Entrance Oc t 01 . 2 0 1 4 — 1 : 22 p m — S: \PR O J E C T S \ SU R VE Y\ 03 1 6 _ Cu s to m _ Ho me s J_ LC \ We s tc he s te r Kn o ll s \Ca dd _ F ile s Vo t 4 Blk 6 E x is ti n g - REV. NO. Metal or post or stake Direction of runcle • . 55 Natural soil tifintt mesh. reinforce (optional) • . - • 6 inch minimum EXISTING HOUSE WORK HOURS: 7:00am to 7:00pm Monday through Friday 9:00am to 6:00pm Saturday NO WORK ON SUNDAY OR HOLIDAYS r- 11012 '?!1,° EXISTING GARAGE If• ) 0 — — tf) tr) EXISTING GARAGE WN S8944'19"E 75.00 51-- \ S8943'1 5"E 74.85 n° LOT 4 BLOCK 6 SIDEWALK 9h 7: EXISTING HOUSE C)0Q, WIN30 CrWIN36 RETAINING WALL 0/4-1A- / A If n ;=•ition Wail Reinforcing -ton Pre-backfill g and ,Sheathing ion //If BUILDINO DEPARTMENT OUS OCT 1 7 2014 J CITY OF EDINt, DESIGNED AIM DRAWN IPG CHECKED AIM GC3D- Stonebrooke Engineering Responsible Solutions Note: Depending upon configuration, attach fabric to wire mesh with hog rings, steel posts with tie wires, or wood posts with staples_ Figure 6.34: TypIcat Insiallailon for sift fence LOT 5 BLOCK 6 4.50' -J 1 _J ,VIl_TIJIL 1 V, Pi. I. VIATERIALS, DUMPSTERS D ckND PORTABLE TOILETS SHALL NOT BE STORED IN RIGHT-OF-WAY —Dryv Fire/piaCe , 17' LOT 3 BLOCK 6 S . 14) cNi p. (/) • EXISTING HOUSE 5- / • 98 )//a/LZ7 50/;:x/;://tietosiiiti / 3/2 I4iiiva0A otrnd dc-07 33-1/7-2/ -2;2 -0070 CERTIFICATE OF SURVEY LOT 4, BLOCK 6 WESTCHESTER KNOLLS NAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SuM.EYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. ,,,,,,, Aaron). Macies SHEET 1 OF 1 11027.761 / EXISTING GARAGE 0 .3c-gbPt bP. ysq W , 0) - >C c' EDGE BITUMINOUS 0.1 •stW I\DSOR AVE EROSION CONTROL INSPECTION AND DOCUMENTATION 1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY RAIN EVENT OF 0.5 INCHES OR MORE. 2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED, RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES. 3. THE CONTACT FOR SITE MAINTENANCE AND EROSION CONTROL IS ERIK PERKINS WITH CUSTOM HOMES, LLC. PHONE (612)219-0234. - S8944'1 9"E 75.00 25' SETBACK LINE TWIN3 A 1W=937.5 LOT Bw=934.5 BLOCK 6 (932.80) 51.67' TW=941.3 BW=938.3 PROPOSED HOUSE (WO) LOT 3 BLOCK 6 TW=937.0 BW=935.0 141 PROPOSED RETAINING WALL !(A) 3.09 0 0) Ln /zr (<jr 1 ON -935 (935) z ,c34r - LOT -5- BLOCK 6 00 d ‘1- PROPOSED GARAGE 0 0 ▪ ) EXISTING HOUSE Nry 0 .0` 10.67' gA-1) 2066.' csi (941.13) 34.47- SETBACK 41.00' STOOP o 11.64' (0 8.96' • LINE. EXISTING HOUSE LO FIN '43'15"E 74.85 0 0) 0 3.2 6" PVC PERFORATED PVC PIPE DIA. 2" 2'-0" NOT TO SCALE DRAWN IPG CHECKED AIM 10 20 SCALE FEET NAME VI 0 46783 11I-01-2014 I HEREBY CERTIFY THAT THIS PLAN 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. LEGEND • MONUMENT FOUND CA'24 //1/6; S10A71/1-1172.47X //V //?0,510A7 C0/1/1_WO/ _P7/411/ XZNAFOR AKZ-7/1/Z-: _ZWIN/4, IRON PIPE MONUMENT SET WOOD HUB SET DENOTES DRAINAGE ARROW EXISTING SPOT ELEVATION PROPOSED ELEVATION AS-BUILT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS CURB STOP DECIDUOUS TREE TREE REMOVAL -S F- SILT FENCE -0 BIOROLL PROPOSED ELEVATIONS. FIRST FLOOR = 943.82 TOP OF FOUNDATION = 941.80 GARAGE FLOOR = 941.13 BASEMENT FLOOR (WO) = 933.3 EXISTING ELEVATIONS: FINISHED FLOOR ELEVATION = 942.82 SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com LEGAL DESCRIPTION: Lot 4, Block 6, WESTCHESTER KNOLLS, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. LOT AREA SQUARE FOOTAGE: 10452 SQUARE FEET APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2326 PROPOSED DRIVEWAY AREA = 1188 PROPOSED IMPERVIOUS AREA = 3514 EXISTING IMPERVIOUS AREA = 2476 THE BUILDING AREA OCCUPIES 22.3% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) NOTES: -SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION & EXTENT OF BUILDING PAD SOILS CORRECTION. -WATER AND SEWER SERVICES WILL REMAIN UNCHANGED IN PUBLIC R/W. GCOD POLLUTION PREVENTION MANAGEMENT: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH. 7035. 2. HAZARDOUS MATERIALS, TOXIC WASTE, (INCLUDING OIL , DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY STORED IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 3. CONCRETE AND OTHER WASHOUTS WASTE: EFFECTIVE CONTAINMENT MUST BE PROVIDED FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. ALL CONCRETE WASHOUT WASTE MUST BE COLLECTED AND DISPOSED OF OFF-SITE. WASHOUT INTO ANY DEVICE THAT WILL REMAIN ON-SITE ONCE THE CONCRETE POUR IS COMPLETE IS STRICTLY PROHIBITED. LIQUID AND SOLID WASTES MUST BE DISPOED OF PROPERLY AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES. 4. IN THE CASE OF TEMPORARY PUMPED DISCHARGE SEDIMENT CONTROL PRACTICES MUST BE EMPLOYED TO MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. ACCEPTABLE OPTIONS FOR SEDIMENT CONTROL MEASURES DURING TEMPORARY PUMPING OPERATIONS INCLUDE: 1.)ALLOW THE SEDIMENT TO SETTLE, AND THEN PUMP THE CLEAN WATER OFFSITE 2.)IF SEDIMENT LADEN WATER MUST BE PUMPED IMMEDIATELY, THE CONTRACTOR SHALL INSTALL A ROW OF SILT FENCE AT THE SITE DISCHARGE LOCATION DOWNSTREAM FROM THE PUMPING LOCATION. INSIDE THE SILT FENCE SHALL BE A ROW OF CLEAN SAND FOR FILTRATION. THE SILT FENCE MUST BE LONG ENOUGH SO THAT THE WATER DOES NOT BYPASS THE SILT FENCE DURING PUMPING. AN ALTERNATE APPROACH TO THIS WOULD BE PUMPING IN TO A GEOTEXTILE DEWATERING BAG. TEMPORARY EROSION CONTROL NOTES: 1. SILT FENCE OR OTHER CITY-APPROVED PERIMETER CONTROL MUST BE INSTALLED AT ALL LOCATIONS WHERE CURRENT, PROPOSED OR INTERIM GRADES MAY RESULT IN EROSION AND RUNOFF TO ADJACENT PROPERTIES. 2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE. 3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND MAINTAINED AT THE FIRST CATCH BASIN ONE BLOCK DOWNSTREAM FROM CONSTRUCTION SITE PRIOR TO EARTH-DISTURBANCE, OR AS DIRECTED BY CITY. (PRODUCT MUST BE APPROVED BY THE CITY AND OFF MNDOT'S APPROVED/QUALIFIED PRODUCT LIST) 4. PROVIDE ROCK CONSTRUCTION ENTRANCES (1 1/2"-3" CLEAR ROCK, MIN. 6" DEEP) TO CONTROL SOIL MIGRATION. 5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE UNTIL DISTURBED AREAS CAN BE SODDED OR RE-SEEDED TO STABILIZE GRADE. 6. CONTRACTOR SHALL MAKE EFFORTS TO MINIMIZE CONSTRUCTION VEHICLE TRAFFIC IN NON-WORK RELATED AREAS TO PREVENT UNNECESSARY SOIL COMPACTION. 7. STOCKPILE LOCATIONS SHALL BE IN THE BACKYARD OF THE PROPOSED HOME. 8. STABILIZATION OF ALL EXPOSED SOIL (INCLUDING STOCKPILES) AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION, BUT IN NO CASE COMPLETED LATER THAN FOURTEEN(14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. IF PERMANENT STABILIZATION CANNOT BE ACHIEVED IN THIS TIME FRAME, MATERIAL USED FOR TEMPORARY SOIL STABILIZATION SHALL BE TYPE HYDRAULIC MULCH PER THE MOST CURRENT MNDOT STANDARD SPECIFICATION FOR CONSTRUCTION. ACCEPTABLE PRODUCTS CAN BE FOUND ON THE MNDOT APPROVED PRODUCTS LIST AT HTTP://WWW.DOT.STATE.MN.US/PRODUCTS/EROSIONCONTROLAND LANDSCAPING/INDEX.HTML (A) IF THERE ARE GUTTERS THEY SHALL BE DIRECTED TO BURIED DRAINS AND THE FLOW MUST BE INFILTRATED PER TRENCH DRAIN DETAIL SET BACK REQUIREMENTS: - 34.48' (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS OF THE DWELLING UNITS ON THE TWO ABUTTING LOTS) - 10' GARAGE SIDE SETBACK - 13' HOUSE SIDE (MINIMUM 10' SIDE HOUSE TO PROPERTY LINE. THE REQUIRED SIDE YARD SETBACK IS INCREASED BY 6 INCHES FOR EACH FOOT THE BUILDING EXCEEDS 15'.) - 25' REAR HOUSE TO PROPERTY LINE LITTERING IN THE COURSE OF CONSTRUCTION WORK 1. NO PERSON, IN THE COURSE OF CONSTRUCTION WORK, SHALL PERMIT A VEHICLE TO ENTER UPON ANY PUBLIC STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE WITHOUT FIRST HAVING ITS TIRES AND WHEELS CLEANED SO AS NOT TO LITTER OR SOIL ANY STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE; AND ANY MATERIAL REMOVED FROM THE INTERIOR OR EXTERIOR OF THE VEHICLE BODY WHICH MIGHT FALL OR BE DEPOSITED UPON ANY STREET, ALLEY, SIDEWALK OR PUBLIC PLACE BY NORMAL MOVEMENT OF THE VEHICLE IN TRAVELING OVER SUCH PLACES. 2. IF THE PERSON OR PERSONS RESPONSIBLE FOR VIOLATION OF THIS ARTICLE FAIL TO COMPLY WITH ANY ORDER OF THE CITY TO CLEAN UP, OR FAIL TO TAKE SUCH PRECAUTIONS DECLARED BY THE CITY TO BE NECESSARY TO PREVENT FOREIGN MATERIALS FROM BEING DEPOSITED ON THE STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE, THEN THE CITY MAY ORDER IN WRITING ALL INGRESS AND EGRESS TO THE SITE OR AREA INVOLVED TO BE STOPPED UNTIL COMPLIANCE WITH THE ORDER IS EFFECTED. EROSION OPERATIONS AND MAINTENANCE: 1. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND MAINTAINED IN GOOD CONDITION TO THE SATISFACTION OF THE CITY ENGINEER UNTIL THE SITE HAS BEEN STABILIZED. 2. ALL SEDIMENT CONTAINMENT FEATURES SUCH AS SILT FENCE, INLET PROTECTION, ETC. SHALL BE CLEANED OUT WHEN 1/3 OF THE CAPACITY IS DIMINISHED. 3. SILT FENCES AND OTHER SEDIMENT BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE BUT NOT BEFORE THE UPWARD SLOPE AREA HAS BEEN PERMANENTLY STABILIZED. TRENCH DRAIN DETAIL COURSE FILTER AGGREGATE MNDOT 3149.2H Stonebrooke Engineering Responsible Solutions GRADING, STORMWATER & EROSION CONTROL PLAN LOT 4, BLOCK 6 WESTCHESTER KNOLLS MIRA SHEET 1 OF 1 S8944'19"E 75.00 -to -n (')1 1(934) -933,_, (935) C/1 IS (936) I a) 10.27' z z lo PROPOSED GARAGE 0 0 10.67' EXISTING HOUSE EXISTING GARAGE cbb`N 9t';\ LO 17 931;0. 34.413- SMACK 0 0 o cr) ct Li] Uj -*C 0 *0 z _J = < 0 (L) 0 1- 0 z - Lu 51.67' TW=941.3 BW=938.3 PROPOSED HOUSE (WO) DRAWN 3PG CHECKED AIM 10 20 SCALE FEET NAME LTC 46783 DATE 10-01-2014 I HEREBY CERTIFY THAT THIS PLAN 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. 11027.761 / X OaVIN 0 DO Ln LINE 4) PROPOSED ELEVATIONS: FIRST FLOOR = 943.82 TOP OF FOUNDATION = 941.80 GARAGE FLOOR = 941.13 BASEMENT FLOOR (WO) = 933.3 EXISTING ELEVATIONS: FINISHED FLOOR ELEVATION = 942.82 SURVEYOR: Stonebrooke Engineering, Inc. 12279 Nicollet Ave. S. Burnsville, MN 55337 Phone: 952-402-9202 Fax: 952-403-6803 www.stonebrookeengineering.com LEGAL DESCRIPTION: Lot 4, Block 6, WESTCHESTER KNOLLS, according to the plat thereof, on file and of record in the Office of the Hennepin County Recorder. LOT AREA SQUARE FOOTAGE; 10452 SQUARE FEET APPROXIMATE SQUARE FOOTAGE*: PROPOSED BUILDING AREA = 2326 PROPOSED DRIVEWAY AREA = 1188 PROPOSED IMPERVIOUS AREA = 3514 EXISTING IMPERVIOUS AREA = 2476 THE BUILDING AREA OCCUPIES 22.3% OF THE LOT. (25% OF THE LOT IS THE MAXIMUM ALLOWABLE BUILDING AREA) NOTES: -SEE BUILDING PLANS FOR ARCHITECTURAL DIMENSIONS. CONTRACTOR SHALL VERIFY DIMENSION 8c EXTENT OF BUILDING PAD SOILS CORRECTION. -WATER AND SEWER SERVICES WILL REMAIN UNCHANGED IN PUBLIC R/W. SET BACK REQUIREMENTS: - 34.48' (FRONT SETBACK IS THE AVERAGE OF THE FRONT STREET SETBACKS OF THE DWELLING UNITS ON THE TWO ABUTTING LOTS) - 10' GARAGE SIDE SETBACK - 13' HOUSE SIDE (MINIMUM 10' SIDE HOUSE TO PROPERTY LINE. THE REQUIRED SIDE YARD SETBACK IS INCREASED BY 6 INCHES FOR EACH FOOT THE BUILDING EXCEEDS 15'.) - 25' REAR HOUSE TO PROPERTY LINE - DENOTES DRAINAGE ARROW • I, EXISTING SPOT ELEVATION X" (1027.76) -0 BIOROLL -S F- SILT FENCE LEGEND • MONUMENT FOUND O IRON PIPE MONUMENT SET • WOOD HUB SET POLLUTION PREVENTION MANAGEMENT: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH. 7035. 2. HAZARDOUS MATERIALS, TOXIC WASTE, (INCLUDING OIL , DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY STORED IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 3. CONCRETE AND OTHER WASHOUTS WASTE: EFFECTIVE CONTAINMENT MUST BE PROVIDED FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. ALL CONCRETE WASHOUT WASTE MUST BE COLLECTED AND DISPOSED OF OFF-SITE. WASHOUT INTO ANY DEVICE THAT WILL REMAIN HERE ARE GUTTERS ON-SITE ONCE THE CONCRETE POUR IS COMPLETE IS STRICTLY PROHIBITED. (A) IF T THEY SHALL BE DIRECTED TO BURIED LIQUID AND SOLID WASTES MUST BE DISPOED OF PROPERLY AND IN DRAINS AND THE FLOW MUST BE INFILTRATED PER TRENCH DRAIN DETAIL DECIDUOUS TREE TREE REMOVAL PROPOSED ELEVATION PROPOSED CONTOURS EXISTING CONTOURS CURB STOP AS-BUILT ELEVATION COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES. 4. IN THE CASE OF TEMPORARY PUMPED DISCHARGE SEDIMENT CONTROL PRACTICES MUST BE EMPLOYED TO MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. ACCEPTABLE OPTIONS FOR SEDIMENT CONTROL MEASURES DURING TEMPORARY PUMPING OPERATIONS INCLUDE: 1.)ALLOW THE SEDIMENT TO SETTLE, AND THEN PUMP THE CLEAN WATER OFFSITE 2.)IF SEDIMENT LADEN WATER MUST BE PUMPED IMMEDIATELY, THE CONTRACTOR SHALL INSTALL A ROW OF SILT FENCE AT THE SITE DISCHARGE LOCATION DOWNSTREAM FROM THE PUMPING LOCATION. INSIDE THE SILT FENCE SHALL BE A ROW OF CLEAN SAND FOR FILTRATION. THE SILT FENCE MUST BE LONG ENOUGH SO THAT THE WATER DOES NOT BYPASS THE SILT FENCE DURING PUMPING. AN ALTERNATE APPROACH TO THIS WOULD BE PUMPING IN TO A GEOTEXTILE DEWATERING BAG. EROSION OPERATIONS AND MAINTENANCE: 1. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND MAINTAINED IN GOOD TEMPORARY EROSION CONTROL NOTES: CONDITION TO THE SATISFACTION 1. SILT FENCE OR OTHER CITY-APPROVED PERIMETER CONTROL MUST BE OF THE CITY ENGINEER UNTIL INSTALLED AT ALL LOCATIONS WHERE CURRENT, PROPOSED OR INTERIM GRADES THE SITE HAS BEEN STABILIZED. MAY RESULT IN EROSION AND RUNOFF TO ADJACENT PROPERTIES. 2. ALL SEDIMENT CONTAINMENT 2. ALL TREES SHOULD BE PROTECTED AT DRIPLINE. FEATURES SUCH AS SILT FENCE, 3. APPROVED INLET PROTECTION SHALL BE INSTALLED AND MAINTAINED AT THE INLET PROTECTION, ETC. SHALL FIRST CATCH BASIN ONE BLOCK DOWNSTREAM FROM CONSTRUCTION SITE PRIOR BE CLEANED OUT WHEN 1/3 OF TO EARTH-DISTURBANCE, OR AS DIRECTED BY CITY. (PRODUCT MUST BE THE CAPACITY IS DIMINISHED. APPROVED BY THE CITY AND OFF MNDOT'S APPROVED/QUALIFIED PRODUCT LIST)3. SILT FENCES AND OTHER 4. PROVIDE ROCK CONSTRUCTION ENTRANCES (1 1/2"-3" CLEAR ROCK, MIN. 6" DEEP) TO CONTROL SOIL MIGRATION. 5. ALL EROSION CONTROL TO REMAIN INTACT AND IN PLACE UNTIL DISTURBED AREAS CAN BE SODDED OR RE-SEEDED TO STABILIZE GRADE. 6. CONTRACTOR SHALL MAKE EFFORTS TO MINIMIZE CONSTRUCTION VEHICLE TRAFFIC IN NON-WORK RELATED AREAS TO PREVENT UNNECESSARY SOIL COMPACTION. 7. STOCKPILE LOCATIONS SHALL BE IN THE BACKYARD OF THE PROPOSED HOME. 8. STABILIZATION OF ALL EXPOSED SOIL (INCLUDING STOCKPILES) AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION, BUT IN NO CASE COMPLETED LATER THAN FOURTEEN(14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. IF PERMANENT STABILIZATION CANNOT BE ACHIEVED IN THIS TIME FRAME, MATERIAL USED FOR TEMPORARY SOIL STABILIZATION SHALL BE TYPE HYDRAULIC MULCH PER THE MOST CURRENT MNDOT STANDARD SPECIFICATION FOR CONSTRUCTION. ACCEPTABLE PRODUCTS CAN BE FOUND ON THE MNDOT APPROVED PRODUCTS LIST AT HTTP://WVVW.DOT.STATE.MN.US/PRODUCTS/EROSIONCONTROLAND LANDSCAPING/INDEX.HTML CR/4,V1A/6;510R/I1117A/XW /:/i'0,5-1/0/1/ CO/V/W/ PL4/1/ DIA. *6" 2" ANI LITTERING IN THE COURSE OF CONSTRUCTION WORK 1. NO PERSON, IN THE COURSE OF CONSTRUCTION WORK, SHALL PERMIT A VEHICLE TO ENTER UPON ANY PUBLIC STREET, ALLEY, SIDEWALK OR OTHER PUBLIC RACE WITHOUT FIRST HAVING ITS TIRES AND WHEELS CLEANED SO AS NOT TO LITTER OR SOIL ANY STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE; AND ANY MATERIAL REMOVED FROM THE INTERIOR OR EXTERIOR OF THE VEHICLE BODY WHICH MIGHT FALL OR BE DEPOSITED UPON ANY STREET, ALLEY, SIDEWALK OR PUBLIC PLACE BY NORMAL MOVEMENT OF THE VEHICLE IN TRAVELING OVER SUCH PLACES. 2. IF THE PERSON OR PERSONS RESPONSIBLE FOR VIOLATION OF THIS ARTICLE FAIL TO COMPLY WITH ANY ORDER OF THE CITY TO CLEAN UP, OR FAIL TO TAKE SUCH PRECAUTIONS DECLARED BY THE an' TO BE NECESSARY TO PREVENT FOREIGN MATERIALS FROM BEING DEPOSITED ON THE STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE, THEN THE CITY MAY ORDER IN WRITING ALL INGRESS AND EGRESS TO THE SITE OR AREA INVOLVED TO BE STOPPED UNTIL COMPLIANCE WITH THE ORDER IS EFFECTED. SEDIMENT BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE BUT NOT BEFORE THE UPWARD SLOPE AREA HAS BEEN PERMANENTLY STABILIZED. TRENCH DRAIN DETAIL 5 212 /f7/1/AF7R NOT TO SCALE COURSE FILTER AGGREGATE MNDOT 3149.2H 6" PVC PERFORATED PVC PIPE EROSION CONTROL INSPECTION AND DOCUMENTATION 1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY RAIN EVENT OF 0.5 INCHES OR MORE. 2. ALL EROSION AND SEDIMENT CONTROL INSPECTIONS SHALL BE DOCUMENTED TO INCLUDE DATE AND TIME, NAME OF INSPECTOR, WEATHER CONDITIONS, ITEMS INSPECTED, RESULTS OF INSPECTION AND RESPONSE TO DEFICIENCIES. 3. THE CONTACT FOR SITE MAINTENANCE AND EROSION CONTROL IS ERIK PERKINS WITH CUSTOM HOMES, LLC. PHONE (612)219-0234. 81JILDING PEPARTAIrl\t• ,4K.Z7/1/47 ATZ7Zk AW OCT 1 7 2014 40 LOTS t BLOCK 6 -g (940) 0' )9/r0 " •1:1/ AA) 20.66' (941.13) 51/ (932) Z I 0 3.09 2 Pr) csJ Er) ' En LOT 3 BLOCK 6 r TW--937.0 BW=935.0 EXISTING HOUSE a. A AV I .L0,B., S8 43'15 E 74.85 bp, I 0 - ri \DSOR AVE 0.1 EDGE BITUMINOUS 3 STOOP 11.64' ED o 8.96' 4 46' 25' SETBACK LINE TWIN3 A TW=937.5 LO -r Bw=934.5 BLOCK 6 (932.80) .1 F) c- Stonebrooke Engineering Responsible Solutions GRADING, STORMWATER & EROSION CONTROL PLAN LOT 4, BLOCK 6 WESTCHESTER KNOLLS 090111:11 SHEET 1 OF PROPOSED RETAINING 1 WALL 1