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CR 2012-124 Site Plan Review for 525 Blake RaodOctober 23, 2012 Council Report 12-124 SITE PLAN REVIEW — 525 BLAKE ROAD Proposed Action Staff recommends the following motion: Adopt Resolution 12-79, approving a site plan to construct two 6000 square feet buildings at 525 Blake Road. At the Zoning and Planning meeting, Mr. Kuznia moved and Mr. Kerssen seconded a motion to adopt Resolution RZ12-17, recommending approval of a site plan to construct two 6000 square feet buildings at 525 Blake Road. The motion was approved unanimously. Overview Hopkins Retail, LLC, is proposing to redevelop the former BP gas station site located at 525 Blake Road into a retail building. It is proposed that the existing building will be razed and two buildings will be constructed. The new development will also include two lots to the north. One lot is owned by the apartments to the east and the second owned by MnDOT. The development also has a small area in St. Louis Park. In addition to the site plan approval, the new development will include a replat, rezoning, and an overlay zoning of Planned Unit Development (PUD). The buildings as proposed will have approximately 12,000 square feet of retail. Access to the new buildings will be from Cambridge Street and a new access will be from Division Street in St. Louis Park. At this time no tenants have been identified. Primary Issues to Consider • What is the zoning of the property, and how has the Comprehensive Plan designated the subject site? • What are the specifics of the redevelopment? • What is the applicant's time line? • What are the items that will have to occur for this development to proceed? • What was the discussion at the Zoning and Planning meeting? Supporting Documents • Analysis of issues • Resolution 12-79 • Site plans WwTcq I Nra� - Nancy Anderson, AICP City Planner Financial Impact: $ N/A Budgeted: Y/N Source: Related Documents (CIP, ERP, etc.): Notes: CR12-124 Page 2 Primary Issues to Consider. What is the zoning of the property, and how has the Comprehensive Plan designated the subject site? The zoning of the property will be B-4, Neighborhood Business. The Comprehensive Plan has designated this site as Commercial. The north part of the site will be rezoned B-4 so the whole site is B-4 except for a small strip to the east, the zoning and Comprehensive Plan will be consistent. What are the specifics of the redevelopment? Building The development will consist of two 6,000 square feet, one story buildings connected by a mechanical room. There will be two patio areas designated, one on the north side of the building by Blake Road and the second on the east side of the building between the buildings. Parking/Access The parking area will be located on the east side of the site. The site requires 60 parking spaces for 12,000 square feet of retail. The site plan shows 78 parking spaces, with 18 being compact spaces. If there is a restaurant, this will increase the required parking. Access to the site will be from Cambridge Street and from a new access point from Division Street in St. Louis Park. The two access points to the site from Blake Road and one on Cambridge will be eliminated. Exterior The exterior of the building will be primarily brick. The exterior along Blake Road will be primarily brick and metal panels. There is glass shown on the plans on the ends along Blake and on either side of mechanical room. The east exterior will be brick and glass. There will be metal fascia on the end caps. Staff does have a concern about the exterior along Blake and the metal panels with glass only on the ends and on the sides of the mechanical room. Staff met with Mr. Johnson regarding the appearance of the elevation along Blake Road. The two glass areas on either side of the mechanical room will be glass, but one will be glass that is not transparent. Staff asked that the metal panels be broken up so they appear less like the back of a building. There are six metal panels along Blake Road, three on each side of the glass next to the mechanical area. Mr. Johnson has agreed that the two middle metal panels will be changed to appear different than the other metal panels, breaking up the exterior. Landscaping The site requires 21 plantings. The site plan indicated 18 plantings in Hopkins and nine additional plantings in St. Louis Park. In addition, in St. Louis Park there will be additional plantings around CR12-124 Page 3 the city monument. The landscaping will be along the perimeter of the site. There will also be a variety of perennials planted. Lighting The building will have some wall sconces on the ends of the building and on the east side. There will be three pole lights in the parking lot. Attached is the photometric plan. Engineering/Public Works The City Engineer has reviewed the preliminary plans and noted the following: • Will need watershed permit • Will need to provide storm Nvater calculations shoN ina control for 2, 10 and 100 year discharges off site • Will need letter from St. Louis Park permitting entrance from cul-de-sac on north end • Will need to remove retaining Neal] in Blake Road richt-of-way or obtain permit from Hennepin County for said retaining wall • Will need parking lot pen -nit from Hopkins • Will need to conform to Hopkins Std specifications Fire Marshal The fire marshal has reviewed the preliminary plans and found them acceptable. Trash The trash enclosure will be on the east side of the parking area and it will be enclosed with brick and a wood gate. The ordinance requires trash areas to be enclosed. Sidewalk There will be sidewalk along Blake Road and Cambridge Street. In addition to the sidewalk along Blake, the building will have a sidewalk in front of the building with a retaining wall on the north side. The retaining wall and part of the sidewalk on the north side of the building is in the right-of- way. Fencing Fencing is required along parking areas. The site plan indicates a decorative fence along the east side of the site. The ordinance requires fencing to capture the headlights of cars. The details of the fence are not indicated on the site plans. If the abutting property owner agrees to a decorative fence that would be one item for the PUD agreement. The abutting property is residential; however, the area that abuts the site is a driveway. CR12-124 Page 4 Bike Racks The site plan does not indicate any bike racks. Staff would recommend adding bike racks to the site. Signage The site plan indicates signage on the building and a monument sign. The pylon sign is in St. Louis Park. The site is allowed three square feet per front foot of lot. The front of the lot is Cambridge. The frontage along Cambridge is 128 feet. The site is allowed 384 square feet. If the applicant is planning for more signage than permitted by ordinance, this can be an item for the PUD agreement. Setbacks The following are the B-4 and the proposed setbacks: Watershed District This development will have to be approved by the Watershed District. Any City approvals will be contingent on their approval. Surrounding Uses The site is surrounded by multi -family housing to the east and south, Hwy 7 to the north and Walgreens to the west. • What is the applicant's time line? The applicant is planning to start construction as soon as possible. What are the items that will have to occur for this development to proceed? • PUD agreement • Rezoning the property • MnDOT transferring the property to the City • City of Hopkins transferring the MnDOT property to the applicant • Filing the plat B-4 Proposed front yard 1 foot 16.9 feet west side yard 10 feet 0 feet east side yard 15 feet 53 feet rear yard 10 feet 67 feet Watershed District This development will have to be approved by the Watershed District. Any City approvals will be contingent on their approval. Surrounding Uses The site is surrounded by multi -family housing to the east and south, Hwy 7 to the north and Walgreens to the west. • What is the applicant's time line? The applicant is planning to start construction as soon as possible. What are the items that will have to occur for this development to proceed? • PUD agreement • Rezoning the property • MnDOT transferring the property to the City • City of Hopkins transferring the MnDOT property to the applicant • Filing the plat CR12-124 Page 5 • What was the discussion at the Zoning and Planning meeting? Ms. Anderson reviewed the site plan. Ms. Anderson noted that staff and the applicant met, and two of the metal panels along Blake Road have been changed to spandrel glass. Steve Johnson. the applicant, and Jack Amdal, the architect, appeared before the Commission. Mr. Amdal reviewed the site plan. Mr. Johnson stated that he has leases for Five Guys, Sprint, Brueggers and Fantastic Sam's. Mr. Amdal reviewed the exterior treatments with the Conunission. Andy and Naomi Nelson of 1409 Cambridge appeared before the Commission. The Nelson's were concerned the traffic on Cambridge and asked if a right turn only sign could be added. They were also concerned with the trash in the area. Alternatives 1. Approve the site plan to construct two 6,000 square feet retail buildings at 525 Blake Road. By approving the site plan, the applicant will be able to construct the buildings as proposed. 2. Deny of the site plan to construct two 6,000 square feet retail buildings at 525 Blake Road. By denying the site plan, the applicant will not be able to construct the buildings as proposed. If the City Council considers this alternative. findings will have to be identified that support this alternative. 3. Continue for further information. If the City Council indicates that further information is needed, the item should be continued. CITY OF HOPKINS Hennepin County, Minnesota RESOLUTION NO: 12-79 RESOLUTION MAKING FINDINGS OF FACT APPROVING A SITE PLAN TO CONSTRUCT TWO, 6000 SQUARE FEET BUILDINGS AT 525 BLAKE ROAD WHEREAS, an application for Site Plan Review SPR12-4 has been made by Hopkins Blake Retail, LLC ; WHEREAS, the procedural history of the application is as follows: That an application for a Site Plan approval was made by Hopkins Blake Retail, LLC, on October 2, 2012; 2. That the Hopkins Zoning and Planning Commission, pursuant to mailed and published notice, held a public hearing on the application and reviewed such application on October 22, 2012: all persons present were given an opportunity to be heard; 3. That the written comments and analysis of City staff were considered; and, 4. A legal description of the subject property is as follows: That part of Lot 68, Auditor's Subdivision No. 239, Hennepin County, Minnesota, described as follows: Beginning at a point on the West line of said Lot 68 distant 122.41 feet South from the Northwest corner of said Lot 68; thence South along said West line 12.56 feet, more or less, to a point 225 feet North from the Southwest corner of said Lot 68; thence East, at a right angle 208 feet; thence South, at a right angle 173.72 feet, more or less, to the North line of the South 55 feet of said Lot 68; thence East along said North line to the West line of the East 140 feet of said Lot 68; thence North along the last mentioned West line to the North line of said Lot 68; thence West along the North line of said Lot 68 to a point 204 feet East from the Northwest corner of said Lot 68; thence South, deflecting to the left 91 degrees 59 minutes 00 seconds, a distance of 76.65 feet; thence Westerly a distance of 209.58 feet, more or less, to the point of beginning; Except that part of the above described land designated as Parcel 33A on Hennepin County Right -of -Way Map No. 2 recorded in the office of the County Recorder as Document No. 435187. AND That part of Lot 68, Auditor's Subdivision Number 239, Hennepin County, Minnesota, located in the North 1/2 of Section 19, Township 117 North, Range 21 West of the 5th Principal Meridian, and described as follows: Beginning at the intersection of the center lines of Monk Avenue and Cambridge Street; thence Northerly along the center line of Monk Avenue a distance of 195 feet; thence Easterl}, at right angles to said center line of Monk Avenue a distance of 208 feet; thence Southerly at right angles to last described line approximately 195 feet to the center line of Cambridge Street; thence Westerly at a right angle along the center line of Cambridge Street to the point of beginning, excepting therefrom the part thereof conveyed to the City of Hopkins by Document No. 3040482 and further excepting therefrom the part conveyed to Hennepin County by Document No. 4713173. AND All that part of Lot 68, Auditor's Subdivision No. 239, Hennepin County, Minnesota, described as follows: All that part of Lot 68, Auditor's Subdivision No. 239, described as follows; Beginning at the Southwest corner of Tract DD, Registered Land Survey No. 1058, files of the Registrar of Deeds. County of Hennepin, which point is also the Northwest coiner of said Lot 68; thence East 204 feet along the South line of Tract DD: thence South for a distance of 76.65 feet along a line which is the South extension of a line distant 204 feet East, parallel with and measured at right angles to the Nest line of said Tract DD; thence Southwesterly along aline drawn parallel with the Northwesterly line of said Tract DD to the Nest line of said Lot 68. thence North along the West line of said Lot 68 to the point of beginning, according to the plat thereof on file and of record in the office of the Registrar of Deeds in and for Hennepin County. EXCEPTING THEREFROM the West 74.00 feet of said Lot 68, Auditor's Subdivision No. 239. NOW, THEREFORE, BE IT RESOLVED that the application for Site Plan Review SPR12-4 is hereby approved based on the following Findings of Fact: 1. That the Planning Commission reviewed the proposed redevelopment. 2. That the proposed use meets the requirements for site plan review. 3. That the proposed use is in compliance with the Comprehensive Plan. BE IT FURTHER RESOLVED that application for Site Plan Review SPR12-4 is hereby approved subject to the following conditions: 1. That the new 525 Blake Road be site be rezoned to B-4. 2. That the east 20 feet of 525 be rezoned to B-3. 3. That the City Engineer approves the final plans. 4. That the PUD overlay zoning for the replatted 525 Blake Road is approved. 5. That the site be replatted. 6. That the watershed district approves the proposed development. Adopted this 23nd day of October 2012. ATTEST: Eugene J. Maxwell, Mayor Kristine A. Luedke, City Clerk e 2012 West—d P -f—.4 d Services, Inc f _ _ _ l STAIE = I CAMBRIDGE STREET _ General Site Nates 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES INC. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPDCFAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TJ EXCAVATK)N/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BURRING UNLESS OTHERWISE NOTED. S. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS. RAMPS, AND TRUCK DOCY_', 6. ALL CURB RADII SHALL BE S.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHAH BE 9612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PkOVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES WARNING SIGNS, DIRECTIONAL SIGNS. FLAGCFRS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR - PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDDT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS Site Legend Site Notes Q A 4- TRAFFIC WHITE LANE STRIPE (TYP.) B 4' WHITE DIAGONAL STRIPE C 4' WHITE PARKING STRIPE D 8' WIDE WHITE STOP BAR E MATCH EXISTING CURB h GUTTER F MATCH EXISTING PAVEMENT G EXISTING CONCRETE CURB H PLANTED AREA I EXISTING MONUMENT SIGN J PROPOSED MONUMENT SIGN K CONCRETE SIDEWALK L I5'X78" TRASH ENCLOSURE *PROPOSED PATIO N PROPOSED PYLON SIGN *TRANSFORMER PAD PCONCRETE STEPS AND HAND RAIL O DECORATIVE FENCE Fil Site Details 1 B612 CONCRETE CURB h GUTTER to 8618 CONCRETE CURB h GUTTER 2 ACCESSIBLE DROPPED PEDESTRIAN RAMP (WITH TRUNCATED DOMES) 3 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 4 STANDARD DUTY PAVEMENT 5 HEAVY DUTY PAVEMENT 6 CONCRETE WALK 7 CONCRETE PAVEMENT 8 CONCRETE APRON Cdf 48 Hours before digging 811 or cd1811_corn Common Ground AM!— Sheet Index - - — PROPERTY LINE .__.__.._- _.. ........... LOT LME _-... _..._ _ _.. REFERENCE S -M MnDOT DESIGNATION C3 S.1 STOP SIGN 30' X -0' R1-1 SETBACK LINE _ _. _ - _ - _ _ _ _ EASEMENT LINE -•'^—""'-"".`-'.'- C6 CURB AND GUTTER C7 ffi—_---�- THP OUT CURB AND GUTTER SWPPP NOTES POND NORMAL WATER LEVEL RETAINING WALL - — — — FENCE 0 ; CONCRETE PAVEMENT 0 CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT - NORMAL DUTY BITUMINOUS PAVEMENT 5B NUMBER OF PARKING STALLS Q TRANSF'*C"FR -.. STE LIGHTING - T TRAFFIC SIGN POWER POLE " BOLLARD / POST c COMPACT STALL Site Notes Q A 4- TRAFFIC WHITE LANE STRIPE (TYP.) B 4' WHITE DIAGONAL STRIPE C 4' WHITE PARKING STRIPE D 8' WIDE WHITE STOP BAR E MATCH EXISTING CURB h GUTTER F MATCH EXISTING PAVEMENT G EXISTING CONCRETE CURB H PLANTED AREA I EXISTING MONUMENT SIGN J PROPOSED MONUMENT SIGN K CONCRETE SIDEWALK L I5'X78" TRASH ENCLOSURE *PROPOSED PATIO N PROPOSED PYLON SIGN *TRANSFORMER PAD PCONCRETE STEPS AND HAND RAIL O DECORATIVE FENCE Fil Site Details 1 B612 CONCRETE CURB h GUTTER to 8618 CONCRETE CURB h GUTTER 2 ACCESSIBLE DROPPED PEDESTRIAN RAMP (WITH TRUNCATED DOMES) 3 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 4 STANDARD DUTY PAVEMENT 5 HEAVY DUTY PAVEMENT 6 CONCRETE WALK 7 CONCRETE PAVEMENT 8 CONCRETE APRON Cdf 48 Hours before digging 811 or cd1811_corn Common Ground AM!— Sheet Index C1 CIVIL SITE PLAN o Sign Legend C2 EXISTING CONDITIONS REFERENCE S -M MnDOT DESIGNATION C3 S.1 STOP SIGN 30' X -0' R1-1 GRADING, DRAINAGE, & EROSION CONTROL PLAN X S.2 HANDICAP ACCESSIBLE 12- X 18" R7 -8M C4 UTILITY PLAN S.3 NO PARKING (2 SIGNS) 12' X X2' RB -38 C5 LANDSCAPE PLAN C6 PRELIMINARY PLAT C7 SWPPP NARRATIVE C8 SWPPP NOTES Knollwood ��� xs�w� �-I •;; ..LANs c,r .a �vwe :.Yep'*ed Eoc ... 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' 914.46 91 32 IO RO CIj CONSTRUCTION IE NMF ANCE I i V I 1 - 914.46 Et ( - 915.04 91 36 ,O I 914 DO :t� I 1 , T 912.81`l/ } 915.04 9, 4. yAQCH EXISTING \ U \. 912.90 \l 1 1 912.01 MATCH EXISTING 1 I ...-X91'.. -.. _ " a. . _� r- / x91$,.45 \, • r=r P Grading Notes 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTWnES AS SHOWN ON THIS CONDITIONS ARE APPROXIMATE CONTRACTOR SHALL FIELD VERIFY SITE CONDITS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONS7RUCT10N. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2 CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT. E)CT PORCHES. RAMPS• TRUCK DDCM PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS 3. ALL EXCAVATION SHALL BE N ACCORDANCE WITH THE CURRENT EDITION OF 'STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION- AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MNNESDTA 4. ALL DISTURBED UNPAVED AREAS ARE TO RELIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPON-ME FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES. WARNING SIGNS. DIRECTIONAL SIGNS FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMEN OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS 6. ALL. SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE= INDICATED ON THIS SHEET. 7_ CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES & SPOT ELEVATIONS SHOWN INDICATE FINISHED PAYMENT ElEVA7104S 8 GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE 9. SEE SILLS REPORT FOR PAVEME4T 1HICONESSES AND HOLD DOWNS. 10. CONTRACTOR SCALL. DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE STE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SMALL DISPOSE OF ALL EXCESS SOL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES 11. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12- ALL CONSTRUCTION SHALL CONFORM TO LOCAL. STATE AND FEDERAL RUTS INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REOUIIEMENTS. 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT. A PROOF ROLL. AT MINIMUM. WILL BE REOURED ON THE SUBGRADE PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY -LOADED TANDEM -AXLE DUMP TRUCK OR APPROVED EQUAL. IN EACH OF 2 PERPENDICULAR DIRECTIONS WHIN UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. 14- EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN UNDOT 2105.31`1 AND THE REOUIREME!TS OF THE (EOTELMNCAL ENGINEER. 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD. STREETS OR PARKING AREA. SHALL BE COMPACTED IN ACCORDANCE N7H REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 210.5.3F2. 16. ALL SOLS AND MATERIALS TESTING SHALL BE COMPPuTD BY AN INDEPENDENT GEOTECHNICAL ENGINEER EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOTS SEALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL RREOIRED SOILS TESTS AND INSPECTIONS WITH TIE GEOTECHNICAL ENGINEER. Grading Legend - - - - - - - PROPERTY LINE ENOSM COKIFAX MOWS MINIMIZE RILLS AND G1LLES. THERE SHALL BE LOT UNE NO UNBROKEN SLOPE LENGTH OF GREATER INDEX COWTOUR THAN 30 FEET FOR SLOPES WITH A GRADE OF INTERVAL CONTOUR 1. MAINTENANCE THE PERMITTEE SHALL BE 3A OR STEEPER CURB AND GUTTER _.._ _.._..._ .. POND NORMAL WATER LEVEL MAINTENANCE AND PROPER OPERATION OF ALL SILT FENCE EROSION AND SEDIMENT CONTROL MANAGEMENT I. TEMPORARY STOCKPILES MUST HAVE EFFECTIVE STORM SEWER PRACTICES. ON ANY PROPERTY ON WHICH SEDIMENT CONTROLS IN PLACE TO PREVENT FLARED END SECTION (MATH RIPRAP) ...... ........ ..._......... I WATER MAIN - --_ ► SANITARY SEWER RULE, THE PERMITTEE SMALL. AT A MINIMUM. IM AND GUTTER. RETAINING WALL MAINTAIN AND REPAIR AIH DISTURBED -►►►- DRAIN TILE CONTROL AND ALL EROSION AND SEDIMENT "- - - BREAK LINE MANAGEMENT PRACTICES AND SOL �! GRADING LIMITS STABILCONTROL MEASURES EVERY DAY WORK 5 ENTRANCES WASH RACKS OR EOUIVALNT ROCK CONSTRUCTION ENTRANCE PERFORMED ON THE SITE SPECIFIC PERFORMED MAINTENANCE REOUREMENTS ARE AS FOLLOWS: /- EROSION CONTROL BLANKET ® TURF REINFORCEMENT MAT r re. h ' 37= SPOT ESEIATION A ALL EXPOSED SOIL AREAS MUST BE STABILIZED IMX FLOW DIRECTION AS SOON AS LE TO SOL EROSION TOP AND BOTTOM OF RETAINING WALL BUT IN ISELL TER TLIMITHAN 14 THE CONSTRUCTION ACTIVITY W WHAT PORi1OV R E.O.F. 8S5 00 EMERGENCY OVERFLOW a n -'e O SO -79 SOL BORING LOCATION OO AND SEDIMENT CONTROLS MUST BE USED TO PREVENT THE DISCHARGE OF SEDIMENT INTO INLET PROTECTION CaG 48 Hours bef- dgging: 811 OF CdI811-COT Erosion Control Notes Comm- Ground Alli- I- SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS INHERE STORM COATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY EXCAVATION/CWS7RUC7XN ACTIVITIES 2 ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION ENTRANCES 3. SILTATION AND EROSION CONTROL- THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH BASIN INSERTS ROOK CONSTRUCTION ENTRANCES EROSION CONTROL BLANKET. AND SILT FENCE CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER_ THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REOUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT IHE CONTRACTORS METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS ANY DEPOSITION OF SLT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAN AFFECTED AREAS SHALI- BE CRANED TO THE SATISFACTION OF THE OWNER. ALL AT THE EXPENSE OF THE CONTRACTOR ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4. STOCKPILES OF SOIL OR 07HER MATERIALS SUBJECT EROSION BY WIND OR WATER SHALL BE COVERED. VEGETATED. ENOLOS=D, FENCED OR ON THE DDWNGRADEMT SOIL OR OTFIERWIM EFFECTIVELY PROTECTED FROM THE EROSION IN ACCORDANCE WITH THE AMOMT OF TIME THE MATERIAL WILL BE ON SITE AND THE MANNER OF PROPOSED USE. 5. ALL FABRIC FENCES USED FOR EROSION AND SEDIMENTATION CONTROL AND ALL OTHER TEMPORARY CONTROLS SHALL NOT BE REMOVED UNTIL THE DISTRICT HAD DETERMINED THAT 71E STE HAS BEEN PERMANENTLY RESTABIIZID AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER- 6. HEREAFTER6. CONTRACTOR SMALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS. AFFECTED BY THIS CONSTRUCTION. 7. ALL DISTURBED MEAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOI. AREAS IF NOT BEING ACTIVELY GRADED WITHIN SE=VEN (7) DAYS. B. FOR AREAS WITH SLOPE OF 3:1 OR GREATER. RESTORATION WITH SOD OR WOOD FIBER BLANKET IS REQUIRED. 9. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS STREET SWEEPING SHALL BE allPLETED DAILY. MR/IF}WEA GREEK WRISTS" l6Ti.T 00CM) - H. IN ORDER TO MAINTAIN 94EET FLOW AND BE RECORDED IN WRITING AND THESE ENOSM COKIFAX MOWS MINIMIZE RILLS AND G1LLES. THERE SHALL BE RECORDS MUST BE RETAINED WITH THE NO UNBROKEN SLOPE LENGTH OF GREATER EROSION CONTROL PLAN AND MADE THAN 30 FEET FOR SLOPES WITH A GRADE OF AVAILABLE AT THE DISTRICT'S REQUEST 1. MAINTENANCE THE PERMITTEE SHALL BE 3A OR STEEPER WITHIN 24 HOURS RECORDS OF EACH RESPONSIBLE AT ALL TIMES FOR THE INSPECTION AND MAINTENANCE ACTIVITY MAINTENANCE AND PROPER OPERATION OF ALL SHALL INCLUDE EROSION AND SEDIMENT CONTROL MANAGEMENT I. TEMPORARY STOCKPILES MUST HAVE EFFECTIVE PRACTICES. ON ANY PROPERTY ON WHICH SEDIMENT CONTROLS IN PLACE TO PREVENT (1) DATE AND TIME OF INSPECTIONS LAND -DISTURBING ACTIVITY HAS OCCURRED OISCHARCE TO SURFACE WATERS INCLUDING (I) NAME OF PERSON CONDUCTION PURSUANT TO A PERMIT ISSUED UNDER THIS STORMWATFR CONVEYANCES SUCH AS CURB RULE, THE PERMITTEE SMALL. AT A MINIMUM. IM AND GUTTER. MAINTAIN AND REPAIR AIH DISTURBED J. VENICE TRAC@IG OF SEDIMENT FROM THE (W) FINDINGS OF INSPECTIONS, INCLUDING CONTROL AND ALL EROSION AND SEDIMENT CONSTRUCTION SITE MUST BE MINIMIZED BY RECOMMENDATIONS FOR CORRECTIVE MANAGEMENT PRACTICES AND SOL BMPS SUCH AS ROC( CONSTRUCTION ACTIONS: STABILCONTROL MEASURES EVERY DAY WORK 5 ENTRANCES WASH RACKS OR EOUIVALNT (RV) CORRECTIVE ACTIONS TAKEN (INCLUDING PERFORMED ON THE SITE SPECIFIC PERFORMED MAINTENANCE REOUREMENTS ARE AS FOLLOWS: PRACTICES. STREET SWEEPING MUST BE USED DATES TIMES AND PARTY COMPLETING E SUCH 6MPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED OFF MAINTENANCE ACTIVITIES} AND SITE (V) DATE AND AMOUNT OF ALL RAINFALL A ALL EXPOSED SOIL AREAS MUST BE STABILIZED EVENTS (GREATER THAN 0.5 INCHES W 24 AS SOON AS LE TO SOL EROSION HOURS BUT IN ISELL TER TLIMITHAN 14 THE CONSTRUCTION ACTIVITY W WHAT PORi1OV K DURING CONSTRUCTION OF AN WFLTRATION OR & NOTIFlCATIM THE APPLICANT OR ITS OF THE SITE HAS TEMPORARILY OR BIOFILTRATION SYSTEM. RIGOROUS PREVENTION AUTHORIZED AGENT SMALL NOTIFY THE DISTRICT PERMANENTLY CEASED. AND SEDIMENT CONTROLS MUST BE USED TO PREVENT THE DISCHARGE OF SEDIMENT INTO IN AT THE FOLLOWING POINTS (LARGE THE WFLTRAMM TRATION AREA IL IJC PR PUDI1C PROJECTS MAY REQUEST AY B. THE NORMAL WELTED PERIMETER OF ANY wFlL7RAl10N/81OFLTRATION AREAS MUST NOT INCLUDE NOTIFICATION PROCESSES AN ON SHAT MAY INCLUDE MAINTENANCE [N AN (N SITE WRITTEN LOG OF TEMPORARY OR PERMANENT DRAINAGE DITCH BE EXCAVATED TO FINAL GRADE UNTIL THE THE FOLLOWING PONTSk OR DIVERT THAT DRAINSNS WATER FROM THE SITE CONTRIBUTED DRAINAGE AREA(s) HAS BEEN OR AVERTS WATER AROUND A SITE MUST BE CONSTRUCTED AND FINALLY STABILIZED. (1) ON COMPLETING NSTALLATON OF STABILIZED. STABILIZATION MUST BE PERIMETER EROSION AND SEDIMENTATION COMPLETED WITHIN 24 HOURS OF CONNECTING CONTROLS. TO A SURFACE WA7FR. PORTIONS OF THE L DEWATERING OR BASIN DRAINING (E.G. PUMPED (2) ON COMPLETING LAND -DISTURBING DITCH THAT ARE UNDER CONSTRUCTION MUST DISCHARGES. TRENCH/DITCH CUTS FOR ACTIVITIES AND PUTTING INTO PLACE BE STABLUED WITHIN 24 HOURS AFTER THE DRAINAGE RELATED 70 THE CONSTRUCTION MEASURES FOR FINAL SOIL STABILIZATION CONSTRUCTION ACTIVITY IN THAT PORTION HAS ACTIVITY THAT MAY HAVE TLREND OR SEDIMENT AND REVEGETATION. (EASED. LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT (3) WHENEVER ANY STE DEWATERING IS SEDIMENTATION BASIN ON THE STE WHENEVER PROPOSED TO TAKE PLACE G SEDIMENT CONTROL PRACTICES MUST MINIMIZE POSSIBLE IF WATER CANNOT BE DISCHARGED (4) WHEN THE SITE HAS BEEN PERMANENTLY SEDIMENT FROM ENTERING SURFACE WATERS TO A SEDIMENTATION BASIN PRIOR TO ENTERING STABILIZED AND RE -VEGETATED. INCLUDING CURB AND GUTTER SYSTEMS AND THE SURFACE WATER. IT MUST IE TREATED STORM SEWER INLETS. WITH THE APPROPRIATE BMPS, SUCH THAT THE (5) WHEN ALL TEMPORARY EROSION AND DISCHARGE DOES NOT ADVERSELY AFFECT THE SEDIMENTATION CONTROLS HAVE BEEN RECEDING WATER OR DOWNSTREAM R04OVED FROM THE SITE. D. SEDIMENT CONTROL PRACTICES MUST BE LANDOWNERS. ESTABLISHED ON ALL DOWNGRADIENT PERIMETERS BEFORE ANY UPG ADIENT LAND -DISTURBING ACTIVITIES BEGIN. THESE M. IF DETERMINED TO BE COMPACTED BY THE PRACTICES SHALL REMAIN IN PLACE UNTIL THE DISTRICT, STE SOILS SMALL BE DECOMPACTED DISTRICT HAS DETERMINED THAT THE SITE SOILS TO A DEPTH OF 18 INCHES AND ORGANIC HAVE BEEN PERMANENTLY STABIUZED. MATTER SHALL BE INCORPORATED BEFORE REVEGUATION. DECOIPACITON SHALL BE ACCOMPLISHED SOLELY BY INCORPORATION OF E THE TIMING OF TINE INSTALLATION OF SEDIMENT ORGANICMATTER WITHIN THE DRP UNE OR CONTROL PRACTICES MAY BE ADJUSTED TO CRITICAL ROOT ZONE OF TREES OR WITHIN 10 ACCOMMODATE SHORT-TERM ACTIVITIES SUCH FEET OF UNDERGROUND UTIUTXSL AS GEARING OR GRUBBING OR PASSAGE OF VEHICLES. ANY SNORT -TERM ACTIVITY MUST BE COMPLETED AS SOON AS POSSIBLE AND THE K INLET PROTECTION DEVICES AND ALL PERIMETER SEDIMENT CONTROL PRACTICES MUST BE CONTROL SHALL BE MAINTAINED ONCE SEDIMENT INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS ACCUMULATES TO A DEPTH 1/3 OF THE COMPLETED. (HOWEVER, SEDIMENT CONTROL DESIGNED CAPACITY. PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETED. 2 NOTIFICATION AND INSPECTION A INSPECTION: F_ ALL STORM DRAIN INLETS MUST BE PROTECTED (1) THE INDIVIDUAL IDENTIFIED AS BEING BY BMPS DETERMINED BY THE DISTRICT TO BE RESPONSBLE FOR IMPLEMENTING THE APPROPRIATE DOING CONSTRUCTION UNTIL ALL EROSION CONTROL PLAN MUST ROUTINELY SOURCES WITH POTENTIAL FOR DISCHARGING TO INSPECT THE CONSTRUCTION STE ONCE THE INLET HAVE BEEN STABILIZED. EVERY SEVEN DAYS WRING ACTIVE G. PPE OUTLETS MUST BE PROVIDED WITH CONSTRUCTION AND WITHIN 24 HOURS TEMPORARY OR PERMANENT ENERGY AFTER A RAINFALL EVENT GREATER THAN DISSIPATION WITHIN 24 HOURS OF CONNECTION 0.5 INCHES IN 24 HOURS TO A SURFACE WATER. (2) ALL INSPECTIONS AND MAINTENANCE V .3J' 60' 93 CONDUCTED DURING CONSTRUCTION MUST OT FOR CONSTRUCTION D- 09/24/12 si� Q OF 8 Wmmenol.�rMe.e:xc •�r�hs.►►+-_rT•b__=r4 , o -Prepred fm Knollwood Solomon Real Estate Group Crossings num ,m►urs,so U-4 lL n -M rp Mme. 1508 We11-d Av YYestwood ... _. a= IM12 Mia IBM ■� s1�A re Wit. 1U-wta 55305 Wm -t. Grading, Drainage, and Erosion Control Plan .2012 West.00d Pmf-6-d S -i -n Inc - - No' 7 -'Y Ht�WA �.......:, TA7 _, :: i 1' k 1 Irl I CB 6- GV REDI1X6' REMOVE EXISTING HYDRANT k I CONNECT TO 6- DIP I F INSTALL SALVAGED HYDRANT WTH --EX B' SAN MH -1 CONSTRUCT OVER CAMBIQ/DCE $TR= EXISTING PIPE General Utility Notes 1. THE CONTRACTOR IS SPI�QFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS U71UTY COMPANIES AND UMITED MEASUREMENTS TAKEN M THE FIELD- THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES 2- ALL SANITARY SEVER. STORM SEWER AND WATER MAN INSTALLATIONS SHALL BE PER MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF -STANDARD SPEC6ICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AMD SANITARY SEWER AND STORM SEWER INSTALLATION' AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL. STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPOP931UTY OF THE CONTRACTOR UNLESS 07HIEZRMSE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARQHITECNRAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS. PRECISE BUILDING DIMENSIONS AND EXACT BU IL MG UTILITY CONNECTION LOCATIONS 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED M ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LIE CONSTRUCTION WITH THE U70JTY COMPANIES. 6. CONTRACTOR BULL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE:, INTERFERE NTH. CONNECT ANY RPE OR HOSE 70, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEDUENCES OF SCHEDULED GR UNSCHEDULED DISRUPTIONS OF SERVICE TO 714E PUBLIC ARE TO 13E THE: RESPONSIBILITY OF THE CONTRACTOR. 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DFL.ECTIONS ARE REOUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. & PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENT& 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REWIRED AT ALL WATER MAIN CROSSINGS WITH SANITARY SEWER OR STORM SLIVER. 10. UTIUTY SERVICES TYPICALLY TERMINATE 5' OUISDE BUILDING WALL UNLESS OTHERWSE SHOWN OR NOTED. 11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY, 12 ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHI r-ENF, CLASS 52 WITH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18- FROM SANITARY SEWER k STORM SEVIER. INSULATE WATER MAIN IF LESS THAN 7.5 OF COVER 13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS- ,4- HICKNESS14. SAM TARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SUR 35 OR 26- SDR 26 IS REOUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS, PIPE SHALL BE PV SCHEDULE 40 15. STORK SENDER PIPE SHALL BE REINFORCED CONCRETE PIPs (CABS 5 FOR PIPE DIAMETERS 18- AND SMALLER. CLASS 3 FOR PIPE DIAMETERS 21 -AND LARGER UNLESS OTHERW.SE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HOPE STORM PPE SHALL MEET REOUIREMENTS OF ASTM F2648. PIPE SHALL BE WATER TIGHT ACCORDING TO ASTM D3212 REQUIREMENTS SF PIAN FOR LOCATIONS WHERE RCP IS REQUIRED. PVC STORMV-R PIPE SHALL BE SCHEDULE 40 PIPE- 16. IPE16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C539 AND CTY STANDARDS VALVE TO BE MECHANICAL JOINT RESIUENT WEDGE GATE VALVE POST TO BE ADJUSTABLE FOR a FEET WATER MAIN DEPTIL THE ELECTRICAL ASM SWITCH SHALL BE PART NO. PC. -,2 (OR EQUIVALENT). 17. AFTER CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL PROVIDE THE OWNER W.TH AN AS -BUILT RECORD OF UTTJTY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. Utility Legend - - - - PROPERTY UNE INV. ELEVATION LCT UNE - - - ---_- - - _ EASEMENT UNE - CURB AND GUTTER -,_ - ► - SANITARY SEWER --- --- Fti SANITARY SEWER FORCE MAIN - - _-: ►►� STORM SEWER - -- 1 WATER MAIN 1-T HYDRANT ST MH - 52 GAS 9D4.8,902.8 SUMP UNDERGROUND ELECTRIC ,> ..... �• OVERHEAD ELECTRIC -- -- -- a UNDERGROJND TELEPHONE 909.8 OVERHEAD TELEPHONE - - TELEPHONE FIBER OPTIC .. rn CABLE TELEVISION H�- DRAIN TILE H GATE VAEVF - ® FLARED END SECTION (WITH RIPRAP) HjE LIGHT POLI: © VERTICAL UTILITY SEPARATION CLEANOUT CURB STOP Storm Sewer Structure Schedule STRUCTURE NO. TOP ELEVATION INV. ELEVATION SAN MH - 1 914.2 405.0 SAN MH - 2 9117 905.8 ST MH - 50 907.3 903.6 ST MH - 51 910.9 904.8 ST MH - 52 9110 9D4.8,902.8 SUMP CB MH - 53 910.9 907.9 RD - 53A - 909.8 CB MIH - 54 913.1 910.1 RD -54A - S11.2 ST MH - 55 910.8 904.8, SC2.8 SUMP CB MH - 56 909.8 906.8 L PROPOSED ELEVATIONS Cao 48 Hours before digging: 811 Q cdI81T.CORn Common Ground Alliance CONCEPTUAL LAYOUT _ $ KNOLLWOOD CROSSINGS S6ormTedr IAN DATE DSI&2D i2 I PRCJECT: 29E26 IDg41Yn S SCAT" NIS CHECKED: K.S PI.GE: t OF 1 Knollwood ��. 1AbamG vrvtaul� Se.Q be �a,Ieam � s tl., s � nay �� IbY� tr uc c..m baa WeVwe �� Gor. ^' Solomon Real Estate Group Crossings P. IFFA�ti >� 17�m1 Y M.1'F6ati I'L � rcz ger m>t >..Aa+.° 1508 WeTlesx! Ac�>;' YYstwOod .®.mpg. -, TO/01/12 -- '" t ldmn� -11 Q, F3opkm., Mm» -Ra 0' 30' 60' 93' NOT FOR CONSTRUCTION D� 09/24/12 si� C4 OF 8 Utility Pbn c 2012 Westwood Profs fond Sa iceq Inc Np 7 T F NIG14WAY ,r ANNUAL POTS BY r OWNER (TMP.) ,N9—_ VINES GROWING ON STRUCTURED SUPPORT _.. 6 - TEA NFS S(il 1 ........� COMMON/BOTANICAL NAME SIZE SPACING O.C. SGL 6S- tie. Maple / Acer x treanani 'Si—,25 BB AS SHOWN CSL 10 10- 4 2.5' BB AS 910WN FRE 6 i 25" W AS SHOWN LAC 2 L 10 -SIS 25 BB 1 f 3 Springy,Snoe _r PW Mduz 'SprT2 Sroe�__..___..__ 25' Be N e� PFC I Prolusion CNxbopple / Rnfuswn 25' 88 1 10 -SMS 5 -GSL i 10-S1Ts I° : 4L_A� ( i C 2aCFC 1 _ 9_ASp '-\ CAMBRIDGE STREET Planting Notes 1. CONTRACTOR SMALL CONTACT GOPHER -ONE CALL- (651-454-OD02 a 500-252-1166) TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL 2_ ACTUAL LOCATION OF PLANT MATERIAL IS SUBECT TO FIE1D AND STE CONDITIONS 3 NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR S CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECTS OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PUNTING 6. ALL PUNTS TO BE SPECIMEN (RADE. WNNESOTA-MOWN AND/OR HARDY. SPECIMEN GRADE SKULL ADHERE TO, BUT IS NOT UNITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE- PESTS WOUNDS, SCARS. ETC. ALL PLANTS SMALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES ALL PUNTS S ALL BE FREE FROM BROKEN OR DEAD BRANCHES ALL PLANTS SMALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SMALL HAVE AN ESTABLISHED MAIM LEADER AND A HDCHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS 70 MEET AMERICAN STANDARD FOR NURSERY STOCIC (ANS 260.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SZE AND TWE SPECIFIED. & PLANTS TO BE INSTALLED AS PER MNLA k ANSI STANCARD RANTING PRACTICES S. RANTS SHALL BE IMMEDIATELY PUNTED UPON ARRIVAL AT STE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING. FIELD VERIFY THAT THE ROOT COLLAR/RWT FLAIR IS LOCATED AT THE TOP OF THE BALLED k BURLAP TREE. IF THIS IS NOT THE CASE SOL SHALL BE REMOVED DOWN TO THE ROOT COUM/RODT RAIL WHEN THE BALLED k BURLAP TREE 15 PLANTED, THE ROOT COLLAR/ROOT FGAR SMALL BE EVEN OR SUGHTLY ABOVE FINISHED GRADE- 11. RADE11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PUNTS: SPLIT AND BEAK APART PEAT POTS 12. PRUNE PUNTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF FROSTING AND PROPOSED TREES. ti WRAP ALL SMOOYH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAJONG OF TREES AS REDUIREO; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR 15. THE NEED FOR SOIL AMENDMENTS SMALL BE DETERMINED UPON STE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR BULL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS 16. BACKFILL SOL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3677 (SELECT TOPS(KL BORROW) AND TO BE EXISTING 70P SOIL FROM STE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE MINIMUM 6' DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL. FOR 7REF. SHRUBS AND PERENNIALS 17_ MULCH TO BE AT ALL TREE. SHRUB. PERENNIAL, AND MAINTENANCE AREAS TREE AND SHRUB PLANTING BEDS SMALL HAVE 4' DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2' DEPTH SHREDDED HARDWOOD MULCH. MIROM TO BE FREE OF DaFTE IOUS MATERIAL LVID COLORED RED, OR APPROVED EQUAL MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH DOSTING CONDITIONS (WHERE APPLICABLE). 18 EDGING TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR EOUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WIN METAL SPIES NO GREATER THAN 4 FOOT ON CEN70 WIM BASE OF TOP BEAD AT GRADE. FOR MOWERS TO WT ABOVE WITHOUT DAMAGE UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V -SHAPED DEPTH AND WIDTH TD CREATE SEPARATION BETWEEN MULCH AND GRASS INDIVIDUAL TREE AND SHRUB BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. 19. ALL DISTURBED AREAS TO BE SODDED_ UNLESS OTHERIMSE NOTED. PARKING LOT ISLANDS TO BE SODDED WTH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS M[ FREE OF LAWN BIDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE SLOPES OF 3.1 OR GREATER SMALL BE STAKED. F NOT INDICATED ON LANDSCAPE PLAN. SEI EROSON CONTROL PLAN. 20. PROVIDE IRRIGATION 70 ALL PLANTED AREAS ON STE IRRIGATION SYSTEM TO BE DESIGN/BUND BY LANDSCAPE CONTRACTOR LANDSCAPE CONTRAC70R TD PROVIDE SAP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING SYSTEM SMALL BE HINTER® AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SMALL HAVE OW -YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLAIT MATERIALS UNTILPLANTTHE PUT IS FULLY ESTABLISHED OR 0MCA71ON SYSTEM IS OPERATIONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR 22 REPAIR, REPLACE- OR PROVIDE SOD/S® AS REOULRED FOR ANY ROADWAY BOULEVARD MEAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 21 REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER Landscape Data CITY REQUIREMENTS: LANDSCAPING: GREATER OF - 1 TREE PER 1,000 SF OF GFA OR (12,000/1,000 = 12 TREES) 1 TREE PER SOD LF OF SITE PERIMETER (1,058/50 = 21 TREES) PROVIDED ON SITE: DECIDUOUS TREES = 29 SHRUBS/PERENNIALS = 167 TOTAL TREES = 29 Call 48 Hours before doging 811 or MxR6811_com Common Ground AM— Plant Schedule CODE OTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. SGL 6S- tie. Maple / Acer x treanani 'Si—,25 BB AS SHOWN CSL 10 Gf—,p- Lade. / TIU cordal. 'Gree W're' 2.5' BB AS 910WN FRE 6 Frmtief Dm / UYrsrs Panilfdia 'Pantie 25" W AS SHOWN LAC 2 L -..I t Cfab.Ppk / Md- seri 25 BB AS SHOWN SSC 3 Springy,Snoe _r PW Mduz 'SprT2 Sroe�__..___..__ 25' Be AS SHOUM PFC 2 Prolusion CNxbopple / Rnfuswn 25' 88 AS SHOWN _ NOTE QUANTITIES ON PUN SUPERSEDE UST QUANTITIES IN THE EVENT OF A DISCREPANCY. Clity Monument Plant Schedule CODE CITY. COMMON/BOTANICAL NAME SIZE SPACING O.C. PRC 3 Proiie Rose Gab / Mtgm T,aie Rase' 20" Be AS SHOWN NOTE QUANTITIES ON PLAN SUPERSEDE UST OUANTITIES IN THE EVENT OF A DISCREPANCY. X 0 30' S0' 90' NOT FOR CONSTRUCTION K� (�] D— 09/24/12 sa � C5 of 11 �`. 1Nedea4 h:Pfeimr 5wi4 Yr. 1" . Knollwood 2D111211PLPOI.d- r� Prxpated FAC 1.., r d s r xvs lA/a/Ix NNvun urt Dunes m� Solomon Real Estate Group Crossings Landscape Plan a�orHx SIM— 50 . �.lsea � `� • oss v cio�ii mff �m. CLd IL IAdp 1508 Welland A- 4:a.L fir! LxAire VVe%twood rwa:�ee#am. rst tb� N. 46508 --- A6mnetr>.lU, 50305 IiapkinA, 1 02012 Westwood Professwnd S -Ams, Inc NARRATI THE SWPPP IS PREPARED W ACCORDANCE WTH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BY THE CLEAN WATER ACT. THIS REPORT SHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION- THE FOLLOWING ARE OUTLINED IN THIS SWPPF. - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION - INSPECTION AND MAINTENANCE PROCEDURES THE GRADING AND ER09ON CONTROL PLAN PREPARED FOR KNOLLWOOD CROSSINGS, HOPKINS, MN SHALL BE CONSIDERED PART OF THE SWPPP. PROJECT LOCATION THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR KNOLLWOOD CROSSINGS IN HOPKINS. MINNESOTA THE STE IS LOCATED W THE SOUTHEAST QUADRANT OF THE INTERSECTION OF MN T'H7 AND BLAKE ROAD. OWNER/OPERATOR INFORMATION KNOLLWODD CROSSINGS IS OWNED BY SOLOMON REAL ESTATE GROUP, 1508 WELLAND AVENUE, MINNETOW-k MNNESOTA 55305. KNOLLWOOD CROSSINGS IS OPERATED BY OWNER/OPERATOR RESPONSIBILITIES OWNER -DEVELOPMENT OF SWPPP PRIOR TO APPUCATION/NO SUBMITTAL- -SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NON) -COMPLIANCE W/ ALL TERMS AND CONDITIONS OF PERMIT -SVIPPP SUBMITTAL FOR 30 REVIEW FOR PROTECT GREATER THAN 5D ACRES k DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OF SITE DISCHARGE -KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION) (PART 1.6.5) -NOT WITHIN 30 DAIS OF COMPLETING NPDES REQUIREMENTS R COMPLETING ACTIVTY ON SITE (PART I.C.) -IDENTIFY W40 HAS LONG TERM 086A PERMANENT STORMWATER SYSTEM. -DEVELOP CHAIN OF RESPONSIBILITY WTH ALL OPERATORS TD ENSURE NPDES COMPLIANCE OPERATOR -RESPONSIBLE FOR PARTS IIJ3., l.C., IV. A APPENDIX A. PART C. IF APPUCABLE. (JOINTLY WITH OWNER) -COMPLETE AND SIGN APPLICATIONS FOR PERMIT 'TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED. THE OWNER MUST IDENTIFY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED (TRAINED PERSONNEL) IN 711E APPLICATION OF ER09ON PREVENTION AND SEDIMENT CONTROL BMP'S WHO VALE OVERSEE 714E IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL LIMP'S BEFORE AND DURING CONSTRUCTION. TRAINING DOCUMENTATION AND INFORMATION VALE BE INCLUDED WTH THE ON-STE SWPPP WORKBOOK AND DOCUMENTATION. PROJECT DESCRIPTION THE PRO,ECT WALL DEMOLISH AN EXISTING GAS STATION AND CONSTRUCT A NEW 12ODO SF. RETAIL BJILDING THE EXISTING PARKING AREA AND GAS TANKS WILL BE REMOVED, THE SITE VALE BE GRADED AND A NEW PARKING LOT AND SITE UTILITIES WALL BE INSTALLED. THE SITE IS APPROXIMATELY 1.2 ACRES AND 1.2 ACRES WILL BE DISTURBED. PRE -DEVELOPMENT STE CONDITIONS THE EXISTING SITE CONSISTS OF A GAS STATION BUILDING AND ASSMATED PARKING AREA ON THE SOUTH END OF THE SITE AND GREENFACE ON THE NORTH END OF THE SITE. THE AREA IS APPROXIMATELY 42% IMPERVIOUS AND DRAMS TO AN EXISTING STORM SEWER SYSTEM LOCATED ALONG BLAKE ROAD AND CAMBRIDGE STREET CONTAMINATED SOLS HAVE BEEN IDENTIFIED IN THE FORMER FUELING AREA AND A RFUEDIAL ACTION PLAN HAS BEEN DEVELOPED FOR THE REMOVAL OF THE CONTAMINATED SOILS REFER TO THE 'STING DRAINAGE AREA MAP AND/OR KNQ1W00D CROSSINGS STORMWATER IMANAGTMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVFIOPMENT STE CONDITIONS - POST -DEVELOPMENT STE CONDITIONS THE PROPOSED 9TE VALE CONSIST OF A 12.000 S -F. RETAIL BUILDING NEW PARKING AREA AND SITE UTIUTIFS WILL BE INSTALLED. THE PROPOSD AREA IS APPROXIMATELY 76% DMPERVIO'JS AND DRAINGS TO A STORM SEVF..R SYSTEM THAT INCLUDES AN UNDERGROUND INFILTRATION SYSTEM PRIOR TO DISCHARGING TO EXISTING STORM Sl1ER NEAR BLAKE ROAD AND HIGHWAY 7. REFER TO THE PROPOSED DRAINAGE AREA MAP AND/OR KNOLLWJOD CROSSINGS SIORMWATFR MANAGEMENT REPORT FORMORE INFORMATION REGARDING THE POST -DEVELOPMENT SITE CONDITIONS. LAND FEATURE CHANGES THE PROJECT WILL DEMOLISH AN EXISTING GAS STATION AND CONSTRUCT A NEW 12,000 SF. RETAIL BUILDING THE EXISTING PARKING AREA AND GAS TANKS WILL BE REMOVED AND A NEW PARKING LOT WILL BE INSTALLED_ APPROXIMATELY 0.46 ACRES OF ADDITIONAL IMPERVIOUS SURFACE VALE BE CREATED. IMPAIRED WATERS THERE IS 1 IMPAIRED WATERS WTHIN 1 (OWL) MILE OF THE PROJECT STE DISCHARGE LOCATION(S) AS INDICATED ON THE PCA IMPAIRED WATERS MAP. MINNEHAHA GREEX IS LOCATED SOUTHWEST OF THE PROJECT STE ARID IS IMPAIRED FOR CHLORIDE. FECAL COLIFORM, FISHES BIOPSSESSMENTS AND DSSOLVED OXYGEN. ADDITIONAL BLIPS INCLUDED STA&UZING EXPOSED SOLS WITHIN 7 DAIS AFTER CONSTRUCTION ACTIVITY CEASES, TEMPOARARY SFDIMENTADON BASINS FOR AREAS DRAINING 5 ACRES OR MORE, AND WATER QUALITY VOLUME OF I INCH OF RUNOFF WTH AT LEAST 1/2 INCH GING INFILTRATED. SPECIAL WATERS THERE ARE NO SPECIAL WATERS WTHIN 1 (ONE) MILE OF THE PROJECT SITE DISCHARGE LDCATION(S) AS INDICATED ON THE PCA SPECIAL WATERS MAP. SOL TYPES THE STE CONTAINS BUILDING, PAVEMENT, AND TOPSOIL OVER FILL MATERIAL C0149STING OF GRANULAR AND COHESIVE SOLS WITH GRAVEL BENEATH THE FILL SOILS ARE GLACIALLY-DEPOSTED SOILS COMPOSED OF GRANULAR OUTWASi SOLS WTH MORE CLAYEY TILL SOLS AT DEPTH. REFER TO GEOTECHNICAL REPORT DATED 8/28/2012 COMPLETED BY BRAUN INTTRTEG STORM WATER MANAGEMENT PLAN THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF AN UNDERGROUND INFILTRATION SYSTEM DESIGNED TO CAPTURE THE FIRST 1 INCH OF RUNOFF FROM THE SITE'S PROPOSED MPERVIQUS SURFACE REFER TO THE KNOIIWOOO CROSSINGS STORM WATER MANAGEMENT REPORT FOR ADDITIONAL INFORMATION. THE SITE STORM WATER DETENTION FACILITY WLL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS ERCSION/SEDIMENT CONTROL PREVENTION MEASURES BMPS INCLUDE EROSION CONTROL FENCE, CATCH BASIN INLET PROTECTION, AND ROCK CONSTRUCTION ENTRANCES TEMPORARY AND PERMANENT ER09ON AND SEDIMENT CONTROL BMP'S ALONG WTH THE PROCEDURES TO BE USED TO ESTABUSHED ADDTIONAL TEMPORARY BMP'S AS NECESSARY FOR STE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SIE GRADING AND EROSION CONTROL PLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND NTHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN. PERMANENT VEGETATION ESTABLISHMENT SOD, TREES, SHRUBS, AND LANDSCAPE MULCH WILL BE USED ON STE. PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS M THE GRADING AND/OR LANDSCAPE FLAN. SEEDING THAT IS TO DCCUR AFTER OCTOBER 20DI SHALL CONFORM TO THE MN/DOT SPECIFICATIONS FOR DORMANT S=IDING PER THE MN/DOT SEEDING MANUAL 2007. POTENTIAL STORM WATER POLLUTANTS POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SIE. ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF TERSE BLIPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. CONSTRUCTION MATERIALS. CHEMICALS AND WASTE MATERIALS THAT VALE BE USED OR STORED AT THE SITE POTENTIAL ANBE= VARIOUS SECONDARY CONTAINMENT DIESEL FUELV T NM T P FERTI.UZER LANDSCAPE CONTRACTOR SECONDARY CONTAINMENT GASOLINE IN EQUIPMENT /FUEUNr AREA SECONDARY CONTAINMENT DRP PAN GLUE ADHESIVES CONTRACTOR SECONDARY CONTAINMENT HYDRAULIC OLS/FLUIDS CONTRACTOR SECONDARY CONTAINMENT PAINTS CONTRACTOR SECONDARY CONTAINMENT CONTRACTOR 7 SECONDARY CONTAINMEN1 DRIP PAN SANITARY WASTE PORTABLE BATHROOMS SERVICE PROVIDER TO SECURE UNITS FROM TIPPING OVER AND MAINTAINED SCIL AMENDMENTS VARIOUS SECONDARY CONTAINMENT LANDSCAPING MATERIALS LANDSCAPE CONTRACTOR CONTRACTOR RESPONSIBLE CONCRETE TRUCK WASHOUT WASHOUT AREA CONCRETE 7 MORTAR MOBIIi MIXER S.C. 7 WASHOUT AREA CONSTRUCTION NOTES IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPGA STATE DUTY OFFICER AT 1-800-422-0798. TIMING OF BMP INSTALLATION THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FRDM DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. THE FO LOWING LIST DEFINES TIRE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS PRIOR TO START OF CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MFASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION: 1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL ARQJNO THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WIL104 ARE NOT TO BE DSTURBED AS SHOWN ON THE (RA31NC AND EROSION CONTROL PLAN. 2 CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS 3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER VALETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THE CONSTRUCTION STE WITHIN 200 FEE5f OF LIMITS OF CONSTRUCTION. 4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCXPI_E5. ALL SILT FETICFS FOR ST"PILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON TEC PUJ. DURING CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPI.E.F.NTED DURING CONSTRUCTION: 1. PHASE GRADING WORK TO MINM!7E THE DURATION THAT ANY D!STURBED SOIL IS EXPOSED. 2 ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOL AREAS IF NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAIS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARY SEED M:X 21-111 (SPRING AND SUMMER) OR 21-112 (FALL). APPLIED AT A RATE OF 10O LBS/ACRE. SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED. 3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT O 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE- 4- OMPLETE4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS .AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW NTH EITHER A STRAIGHT DIST(. HYDROMULCH OR POLYMER. 5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST SE INITIATED WTHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200 LINEAR FEET MUST BE STABILIZED WTHIN 24 HOURS THE REMAINING DITCH SHALL BE STABILIZED WTHIN 7 DAYS 6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WI41CH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER PERIMETER CONTROLS. 7_ TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALL -ED. RIPRAP SHALL BE INSTALLED UNDER APRON UP ACCORDING TO THE STANDARD DETAIL EL SUFFICIENT PERSONNEL EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF AN EMERGENCY. 9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WTHIN 24 HOURS OF DETECTION, OR MORE FREQUENT AT DIRECTION OF STE INSPECTOR. 10. COLLECT ALL CONSTRUCTON DEBRIS IN DUMPSTERS AND ROLL -OFF BOXES EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER 11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WTHIN FART IVY OF THE GENERAL PERMIT. 12 REPAIR SILT FENCES, INLET PROTECTION, GRAVEL CONSTRUCTION ENTRANCES AND OTHER EROSION AND SEDIMENT CONTROLS AS NEEDED AND AS DEFINED IN THE PART IV.E4 INLET SEDIMENT CONTROL BMP REMOVAL IF INIEC SEDIMENT CONTROLS (WMCO TYPE OR EQUAL) BMPS ARE RSAOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THE MUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INFECTION REPORTS AND THIS SWPPP OR BE AVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR RDAWAL. Cal 48 Hwm before rigging 811 or cal811.cam Common G, -.d Ali - UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED UPON COMPLETION OF CONSTRUCTION ACTIVITIES - 1. ALL DISTURBED AREAS WITHOUT PERMANENT IMPERMEABLE SURFACES WILL BE VEGETATED FOR FINAL STABILIZATION WITH SOD. 2 REMOVE ALL SILT FENCE, INLET PROTECTION AND OTHER EROSION AND SEDIMENT CONTROL DEVICES AFTER VEGETATION IS 70% ESTABLISHED BY UNIFORM PERENNIAL VEGETATION COVER OVER THE ENTIRE PERVIOUS SURFACE AREA REPAIR ALL AREAS DISTURBED DURING REMOVAL OF BMPS 3. CLEAN OUT ALL SEDIMENT FROM STORMWATER CONWYANCES 4. THE ORIGINAL PERMITTEES (OWNER AND OPERATOR) WHO HOLD THE NPDES PERMIT MUST SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER CONSTRUCTION AND FINAL STABIUZATION IS COMPLETE A NOTICE OF TERMINATION (NOT) CAN BE APPLIED FOR PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY IF ALL THE FOLLOWING CONDITIONS ARE MET: 1. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 90 DAYS 2 AT LEAST 500% BY AREA. OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS BEEN COMPLETED AND PERMANENT COVER IS ESTABLISHED ON THOSE AREAS. 3. ON AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED. SWPPP INSPECTIONS AND MAINTENANCE EROSION AND SEDIMENT CONTROL INSPECTIONS INSPECTIONS SHALL BE CONDUCTED BY A TRAINED AND QUALIFIED PROFESSIONAL EVERY SEVEN DAYS AND WTHIN 24 HOURS AFTER A RAINFALL EVENT EXCEEDING 0.5 INCHES IN A 24 HOUR PERIOD. THE OWNER OR AN ALTERNATE VALE CONDUCT THE INSPECTIONS AS SPECIFIED IN THIS SWPPP. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUAUFIED INDIVIDUALS AND SHALL BE USTED IN THE PROJECT CONTACT INFORMATION SECTION OF THIS REPORT. FOLLOWING A RAIN EVENT INSPECTION, THE NEXT ROUTINE (WEEKLY) INSPECTION VALE TAKE PLACE WITHIN SEVEN (7) DAYS THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION: 1. RECORD DATE AND TIME OF INSPECTION 2 NAME OF PERSON(S) CONDUCTING INSPECTION 3. RECORD RAINFALL. RECORDS SINCE MOST RECENT INFECTION 4. INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION 5. INSPECT SITE FOR DEBRIS, TRASH AND SPILLS 6. INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES 7. INFECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PAVED STREETS. 9- INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT. UTTER, AND CONSTRUCTION DEBRIS. 9. INSPECT SITE RUNOFF OUTFALL OR DISCHARGE AREAS 10. RECORD FINDINGS OF INSPECTION, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS 11. RECORD CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES AND PARTY COMPLETING MAINTENANCE ACTIVITIES) 12 RECORD CHANCES MADE TO THE SWPPP AS REWIRED IN PART III -A.5 OF THE GENERAL PERMIT 13. THE SITE INFECTOR WILL VISUALLY OHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENDURE ADEQUATE TREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NU!SANCF CONDITIONS MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION. MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BLIPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL LIMPS, FOR THE DURATION R THE CONSTRUCTION WORK AT THE SITE THE FOLLOWING GU1DDJNES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT: 1. G SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 OF THE HEIGHT OF THE CONTROL DEVICE. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION 2 IF INLET PROTECTION DEVICES APPEAR PLUGGED WTH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVE STANDING WATER AROUND THEM, THE CONTRACTOR SHALL REMOVE THE SEDIMENT AND CLEAN OR REPLACE THE FILTER WTHIN 7 DAYS OF DETECTION OR NOTIFICATION_ 3. IF THE GRAVEL CONSTRUCTION ENTRANCES ARE FILA WITH SEDIMENT OR OTHERWISE FAILING THE CONTRACTOR SHALL EITHER REPLACE THE ENTRANCE OR ADD ADDITIONAL GRAVEL WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. 4. IF SEDIMENT FROM THE STE 1S OBSERVED ON PAVED ADJACENT STREETS OR OTHER PROPERTIES, THE CONTRACTOR SHALL REMOVE THE SEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION_ 5. IF SEDIMENT FROM THE STE IS OBSERVED ON ADJACENT STRar-IN SURFACE WATERS OR OTHER PROPERTIES, THE CONTRACTOR SHALL IDENTIFY THE SOURCE AND DISCHARGE LOCATION OF THE SEDIMENT AND IMPLEMENT ADDITIONAL EROSION AND SEDIMENT CONTROLS AT THOS_ LOCATIONS TO PREVENT FUTURE DISCHARGES (odditiond controls and information is d -bed within the 'SWPPP Nola plan sheet) SEDIMENT MUST BE RETRIEVED WTHIN 7 DAYS FROM SURFACE WATERS UNLESS ADDITIONAL REGULATORY APPROVAL IS NEEDED. THE PERWITEE IS RESPONSIBLE TO CONTACT ALL LOCAL. REGIONAL STATE AND FEDERAL AUTHORITIES AND OBTAIN ANY APPLICABLE PERMITS PRIOR 10 CONDUCTING ANY WORK TO REMOVE SEDIMENT THAT HAS BEEN DISCHARGED FROM THE STE. 6. IF TEAPORARY SEDIMENTATION BASINS APPEAR PLUGGED WTH SEDIMENT, DR FILLED TO 1/2 CAPACITY, THE CONTRACTOR SHALL DRAIN THE BASIN AND REMOVE THE SEDIMENT WITHIN 72 HOURS OF DEFECTION OR NOTIFICATION. 7. IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE CONTRACTOR SHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS IF THE DISCHARGE HAS OCCURRED ON THE PROPERTY, THE CONTRACTOR SHALL REMOVE THE SEDIMENTS AND DEBRIS WTHIN 7 DAYS DF NOTIFICATION AND CORRECT THE SOURCE OF SUCH MATERIALS B. IF SEDIMENT FROM THE STE IS OBSERVED TO BE DISCHARGED FROM THE SITE, THE MPCA WALL BE NOTIFIED THE SAME DRY. AFTER FINAL STABILIZATION. THE RATE OF INSPECTIONS OF THE STABILIZED AREAS MAY 13E REDUCED TO ONCE A MONTH IN AREAS WHERE NO CONSTRUCTION IS ACTIVE AND 70% DENSITY VEGETATION IS ESTABUSHED. MONTHLY INFECTIONS TAKING PLACE WHERE AREAS OF THE SITE OR THE ENTIRE SITE ARE STABILIZED AND NON-ACTIVE VALE BE CEASED AFTER A PERIOD OF 12 MONTHS IF THE SITE OR PORTIONS OF THE SITE ARE NON-ACTIVE AND STABIUZED. INSPECTIONS WILL BE INITIATED ONCE AGAIN UPON CONSTRUCTION ACTIVITY BEGINNING OR UPON REQUEST FROM THE PCA OR THEIR APPOINTED INSPECTOR. INSPECTIONS WILL (EASE DURING FROZEN GROUND CONDITIONS BUT WALL BEGIN AGAIN WTHIN 24 HOURS OF A RUNOFF EVENT. NOT FOR CONSTRUCTION I D_ 09/24/12 s1.to OF s m 1121 se^m.c.� Knollwood a >M.crs Repalcd for ENn Prins. wu SSiu P� � w/m/Px nanFmt L>E � �reP �- Solomon Real Estate Group CrossingsStorm Water Pollution ,tin Be3vtoe.Ql,� b.. Prevention Plan Narrative nluws ,aee.ss,s,sc Ga>ydm • _- 1508 WA -A cu s.a wP sea �N. I� nas. u.Uarc A- Mes#wood XVEFL112 5 5305 TopT,1 e2012 Westwood Profes6mol Scviccs. Inc SWPPP NOTES Listed b,!i— are oMitiond BMP's thot moy be considered for use if the BMP's identified i the moNon control pions prove to be it itficient Payment for these BMP's may orgy be mode if prior oppovd from on Omer has ben given. 1. WORK ADJACENT TO RESIDENTIAL PROPERTIES • INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL AND PROJECT BOUNDARY. 2 STORM SEWER INLET PROTECTI N • STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO AN INLET HAVE BEEN STABILIZED. • INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER • INFRASAEE DEBRIS COLLECTION DEVICE OR APPROVED EOUTVALENT SHALL BE *USED WHEN CASTINGS ARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER • DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION SUPS IS NEEDED DUE TO WINTER CONDITIONS OR FLOODING CONCERNS 3. STOCKPILES (TE)APORARY AND PERMANENT) • LOCATE STOCKPILES A MINIMUM OF TDO FELT FROM CATCH BASIN INLETS, PONDS, AND STE DRAINAGE ROUTES • PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IF NOT RACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL • TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STDCKPI FS SHALL BE SHAPED TO FACIJTATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS TEMPORARY ER09ON CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • F TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITH HYDROWUL.OH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER. • F STOCKPILES MUST BE RACED WI) -0N A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED O.E. PVC PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER 4. CONSTRUCTION DEWATERING • DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY DISCHARGED TO SURFACE WATERS OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE: (TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT): .CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE oUSE A PORTABLE SEDIMENT TRAP SYSTEM. o APPLY NATURAL BASED FLOCCULENT TEC-NOLDGY SUCH AS CIHTTOSAN IN SEDIMENT TRAPS OR A SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT. o DISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER AREA o PUMP TO A TE]CPORARY SEDIMENT BASIN. • ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS • DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS OR ADVERSELY IMPACT WETLANDS • ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING. 5. CONSTRUCTION ENTRANCES • A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THE CONSTRUCTION SITE • THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH. • GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OF MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL- ROCK ATERIALROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS • CONSTRUCTION ENTRANCES SHALL. BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED. • TRACKED SEDIMENTS SMALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK–UP TYPE STREET SWEEPER. • F TRACKING INTO ROADWAY BECOMES PRC3LDMATIC THE ENTRANCE PADS SHALL BE LENGTHENED OR ANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REOUIRED DUE TO CONTRACTORS METHOD OF SEOUENCNG THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • THE CONSTRUCTION ENTRANCE SHALL RE MONITORED CLOSELY DURING WET CONDITIONS_ IF TRACKING INTO ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED. 6. CONCRETE TRUCK WASHOUT • CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH AND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE • WASHOUT OF CONCRETE MIXER TRUCKS WALL BE PERFORMED IN THE DESIGNATED AREAS ONLY. • WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS • WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVAL FROM OWNER. • WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACIJTIES AND WATERCOURSES. • CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL • IMPERMEABLE LINER INCLUDES 10 MIL POLYUNER OR COMPACTED CLAY LINER • WASHOUT SSTBAS CAN BE USED AS ALTERNATE WASHOUT AREAS 7. VEHICLE MAINTENANCE • ROUTINE MAINTENANCE OF VEHICFS AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY. • VEHICLE WASHING .SHOULD BE AVOIDED. F WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. • ENGINE DECREASING SHALL BE AVOIDED. IF DECREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILL BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY. • ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASH WATER/DEGREASING AT A TREATMENT FACIJTY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 8. FUELING • ANY FUEL TANK OR TRUCK STORED ON THE PROJECT STE STALL BE PROTECTED BY A SECONDARY CONTAINMENT SYSIEAL • FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BE DISCHARGED INTO STORM WATER SYSTEWS • ABSORBENT MATERIALS SHALL BE AVAILABLE ON STE FOR USE W CLEANING UP SMALL SPILLS • ALL REQUIRED FUEL CONTAINMENT AND CLEAN–UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALS SHALL BE INCIDENTIAL TO THE CONSTRUCTION CONTRACT. 9. HAZARDOUS 61ATEMALS • HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS • CONTAINMENT UNITS SHALL SE INSTALLED IN ACCORDANCE WITH FEDERAL. STATE. AND LOCAL REGLATIONS • MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE • NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET GF AN IDENTIFIED CRITICAL AREA. • ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UP SMALL SPILLS. • F BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. • ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORSANT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONTRUCTION CONTRACT 10. CHEMICAL CONTAINMENT • GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWED TO CONTACT THE GROUND SURFACE BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE OR GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES • ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED. UNLESS THE CONTAINER IS NOT RESEALABLE • HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OF EACH DAY. • AN EFFORT 94WLD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOEL • THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE A POLLUTION HAZARD. • THE POLLUTANTS 94ALL BE REMOVED FROM THE STE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCE WITH FLDERAI_ STATE AND LOCAL REGULATIONS • ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDED METHODS • ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBANT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTIAL TO THE CONTRRUCTION CONTRACT • ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS 11. SOLID WASTE • SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULAR BASS • CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE STE. • MPGA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE • SCUD WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION CONTRACT. 12. DUST CONTROL • THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. RAPID STABIUZATION METHODS ON SLOPES B. WATER ON ROADWAYS AND WADED AREAS C. ALTERNATIVES IN THE FORM OF VEGETABLE POLYMERS. WATER AND CALCIUM CHLORIDE PETROLEUM EMULSION RESINS. OR ACRYLIC COPOLYMERS MAY ALSO BE USED. • ALL REQUIRED DUST CONTROL SHALL BE INCIDENTIAL TO THE CONSTRUCTION CONTRACT AS PER SPECIFICATIONS 13. WINTER STABILIZATION • COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTION ACTIVITIES FOR VANIER • ALL EXP(TSED SOILS TO BE COVERED WITH 2 TOWS TYPE 1 MULCH • ALL EXPOSED SOLS TO BE SEEDED WITH MNDOT SEED MIX 150 • ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATf3IN. R EOUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS SECTION D. DEWATERING AND BASIN DRAINING. • PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB AND OUT OF THE PLOWED SNOW AREA • PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED • INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REOUIREMENTS WITH DOCUMENTATION WITHIN 72 HOURS FROM LEGAL AUTHORITY. • F WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BE STABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100–YR FLOOD ELEVATION. • ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS AND STABILIZED DJERGE NNCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OUR UTILITY PLAN AND AT THE APPROAVAL OF THE OWNER. 14. NON–STORMWATER DEWATERING • HYDRANT FINISHING FLUSHING OF HYDRANTS WILL BE DISCHARGED THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITH ENERGYDISSIPATION AT THE DISCHRGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORM WATER BASINS AND STORM SEWER SYSTEM. • POTABLE WATER DISCHRACE. ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO AN IMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON–EROSIVE MEANS 15. INFILTRATION/FILTRATION AREAS • FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION. • EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED. • DO NOT USE HEAVY/YMETIED EQUIPMENT IN FILTRATION AREA. • DIVERSIONS, REDUNDANT SEDIMENT AND ERO90N CONTROLS MUST BE USED TO PROTECT AREA- ENSURE REAENSURE 8 FT MAINTAINENCE ACCESS IS ADEQUATE FOR AREA • F GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BE FINAL GRADED AND STABILIZED z IPek.imY3n•i� In: I� �"r "` W�� Yy a ` �• q �� .x,65 En.n •ru,x. xx SDN• r�r� B.e.r lJls M1.r6• fl� ~ .oM/�i •nmOrtt of adud OB/Af {Westwood — ----- 4-m. o.. xl/Ok/32 u••. lE. 16. WORK NEAR OR IN IMPAIRED WATERS • EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED. • TEIMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OF DISCHARGE- IF ISCHARGEIF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES AND REOUIREIAENTS. • NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO 'IMPAIRED WATERS' EROSION CONTROL QUANITIES TABULATION BMP UNIT QUANTITY SILT FENCE LF 570 ROCK CONSTRUCTION ENTRANCE EACH 2 IN ET PROTECTION TEIMPORARY MIX 1-211) EACH 9 40 TEMPORARY MULCH TONS 74 STREET SWEEPING LS 1 CONCRETE WASHOUT AREA EACH 1 SOD SF 6550 Solomon Real Estate Group 1508 Welland A— LE_,lv, Mid 5905 KnollWood Crossings 11—kora. 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D..r 10/02/2012 s=..c AS NOTED Dra.rvDrwfec TDK/WRT SL1 I 0 I I PREFIN METAL FASCIA--\ ni.iii{niiiiriu�i T T i INDIOIDUAL =ERSNINAi-[D "T T7�, PREFIN METAL FASCIA I I j �PJ A i BRICK B---, I I PREFIN METAL FASCIA--\ ni.iii{niiiiriu�i VIEW FROM HWY 7 10/22/12 SOLOMON REAL ESTATE GROUP "Where Wisdom and Opportunity Meet" KNOLLWOOD CROSSINGS HWY 7 & BLAKE ROAD NORTH HOPKINS, MINNESOTA a r c h i t e c t s 1 NORTH ELEVATION As Vf -Nr /21 SOUTH ELEVATION A4 1 /4 - 1'-0` ml, — � E pq-9-- 3 WEST ELEVATION A4 ire•=: -0' ELEVATIONS 4 EAST ELEVATION 10/22/12 SOLOMON 1-(j REAL ESTATE GROUP "Where Wisdom and Opportunity Meet" KNOLLWOOD CROSSINGS HWY 7 & BLAKE ROAD NORTH HOPKINS, MINNESOTA m.dal a r c h i t e c t s