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CR 2013-099 Site Plan Review - Shady Oak RoadSeptember 25, 2013 Council Report 13-99 SITE PLAN REVIEW — SHADY OAK ROAD Proposed Action Staff recommends the following motion: Adopt Resolution 13-60, approving_ a site plan to construct a new building at 108, 116 and 120 Shady Oak Road. At the Zoning and Planning meeting, Mr. Kerssen moved and Mr. Kuznia seconded a motion to adopt Resolution RZ13-11, recommending approval of a site plan to construct a new building at 108, 116 and 120 Shady Oak Road. The motion was approved unanimously. Overview With the reconstruction of Shady Oak Road, Dan Dorholt is proposing to construct a new building on the corner of Bradford and Shady Oak Roads. Currently, Leaman's Liquor, Nelson's Meats, Bakery and Deli and Syndicate Sales are the businesses in this location. Leaman's Liquor is closing, Nelson's Meats, Bakery and Deli and Syndicate Sales are moving. The new building will be constructed in an L -shape. The building will be constructed along the alley and Bradford Road with the parking on the east and north sides of the site. Snap Print will occupy the south side of the new building with an additional 4600 square feet available for retail tenants. The new building will be approximately 10,400 square feet. 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 was the discussion at the Zoning and Planning meeting? Supportina Documents • Analysis of issues • Resolution 13-60 • Site plans J Nanc S. Anderson, AICP ner City an Financial Impact: $ N/A Budgeted: Y/N Source: Related Documents (CIP, ERP, etc.): Notes: CR13-99 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 is B-3, General Business. The Comprehensive Plan has designated this site as Commercial. The zoning and Comprehensive Plan are consistent. What are the specifics of the redevelopment? Exterior The exterior will consist of rock face CMU, precast stone, and brick EPS finished at cornice with decorative inserts and reveals. The majority of the building will be a brick veneer. The west side of the building abutting the residential area will be primarily concrete block Parking/Access The access to the parking area will be from Shady Oak Road and the alley. There are 28 parking spaces on site. The site is required to have 32 parking spaces. Eight parking spaces on the east side of the site will be for compact vehicles. Access to the building will be from Shady Oak Road and the parking lot. The number of parking spaces will be addressed the PUD agreement. Landscaping The site is required to have 13 plantings. The site has four plantings of the required size and two not of the required size. In addition to the required plantings, the Shady Oak Road side of the building will be planted with feather reed grass and a black wrought iron fence with five foot high brick piers. The plantings will have a base of either crushed limestone mulch or sod. The seven additional plantings will be addressed in the PUD agreement. Lighting The building will have exterior light fixtures, and the parking area will have four lights. A lighting plan was submitted and is acceptable. Engineering/Public Works The City Engineer has reviewed the preliminary plans and found them acceptable. Sidewalk A concrete sidewalk along Shady Oak Road will be added with the reconstruction of Shady Oak Road. CR13-99 Page 3 Signage There are areas on the building for signage; any signage will require permitting. Fire Marshal The fire marshal has reviewed the plans and found them acceptable. Loading dock There will be a loading dock on the west side of the building. Setbacks The following are the required and actual setbacks and height requirements: Although the west side yard setback does not meet the setback requirements because the building abuts a residential area, there will be very limited activity to the west because that is the rear of the building. Trash The trash enclosure will be located on the northwest side of the site. The enclosure meets the requirements of the ordinance. Surrounding Uses The site is surrounded by residential to the west and commercial to the north, south and east. • What is the applicant's time line? The applicant is planning to start construction as soon as possible. What was the discussion at the Zoning and Planning meeting? Ms. Anderson reviewed the proposed building. Ms. Anderson stated that Hennepin County has B-3 Actual Front yard 1 foot 1.5 feet West side yard 8 feet 0 feet East side yard 10 feet 3.5 feet Rear yard 15 feet 47 feet Maximum building height 60 feet 19 feet Although the west side yard setback does not meet the setback requirements because the building abuts a residential area, there will be very limited activity to the west because that is the rear of the building. Trash The trash enclosure will be located on the northwest side of the site. The enclosure meets the requirements of the ordinance. Surrounding Uses The site is surrounded by residential to the west and commercial to the north, south and east. • What is the applicant's time line? The applicant is planning to start construction as soon as possible. What was the discussion at the Zoning and Planning meeting? Ms. Anderson reviewed the proposed building. Ms. Anderson stated that Hennepin County has CR13-99 Page 4 denied access from Shady Oak Road and that City staff is in discussion with representatives of Hennepin County to resolve the issue before by the City Council meeting. Additional conditions have been added to the resolution regarding the access to Shady Oak Road. Dan Dorholt, the applicant, and Mike Schraad, the applicant's architect, appeared before the Commission. Mr. Schraad reviewed the site plan. Mr. Schraad stated that at this time there is no tenant signed for the additional space. The Commission discussed the timing, loading docks, and access to Shady Oak Road. No one appeared at the public hearing. Alternatives 1. Approve the site plan to construct a new building. By approving the site plan, the applicant will be able to construct the building as proposed. 2. Deny the site plan to construct a new building. By recommending denial of the site plan, the applicant will not be able to construct the site plan 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: 13-60 RESOLUTION MAKING FINDINGS OF FACT AND APPROVING A SITE PLAN TO CONSTRUCT A BUILDING AT 108, 116, AND 120 SHADY OAK ROAD WHEREAS, an application for site plan approval SPR13-2 has been made by Dan Dorholt; WHEREAS, the procedural history of the application is as follows: 1. That an application for a site plan approval was made by Dan Dorholt on July 26, 2013; 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 August 27, 2013: 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: Lots 9, 10 and 11, Block 1, Oak Ridge 2nd Addition NOW, THEREFORE, BE IT RESOLVED that the application for site plan approval SPR13-2 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 approval. 3. That the proposed use is in compliance with the Comprehensive Plan. BE IT FURTHER RESOLVED that application for site plan approval SPR13-2 is hereby approved subject to the following conditions: 1. That the property be rezoned to a PUD overlay district. 2. That a PUD agreement be approved and executed. 3. That the watershed district approves the proposed development. 4. That the site be replatted and approved by Hennepin County 5. That the location of the access to Shady Oak Road is determined by Hennepin County. 6. That the access from Shady Oak Road is shared with the VFW. Adopted this 1 st day of October 2013. ATTEST: Eugene J. Maxwell, Mayor Kristine A. Luedke, City Clerk .. . ........ . . ...................................... CITY UTILITY . . ...... SHADY OAK ACM88 DRIVE AISLE ,RIGH7-IN RIGHT OUT 011LY 6'-0- WI&4 9' CMU TRASH ENCLOSURE !COMPACT wrdAr. GATES --------- - fj 12" CMU � TRASH t! RETAINING ING ENCLOSURE 9i Ii WALL- REFER TO CM17. DRAVINGS ftz) STANDARD! STALLS I EY ACCESS :,,,VE AISLE EXISTING—— FROPERIY LINE 92!!! CITY UTILITY—— EASR'EXT It TENANT SUITE LU TENANT SUITE X ILI CITY UTILITY ..... ..... FASMVNT TENANT SUITE STEEL STAIRS 4' HIGH DOCK CITY UTILITY ....... . ....................... . . ... . . . ........................... ....... ...... EX15TING ADJACENT BUILDING. To REMAIN WSTING LINE UAT14 0' PARKRYa SETBACK f@J STANPAIRD STALLS, NCL. (1) w 40 PAWJW. Lar SNAP PRINT TENANT 5LI17S LANDSCAPE AREA.............. . ....... ..... REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PLANTI45,S ____l "Tw. PFDFERrr ----- ---------------_- ....... ..... SHADY OAK ACM88 DRIVE AISLE ,RIGH7-IN RIGHT OUT 011LY !COMPACT 024CRE70 SIDEWALK SNAP PRINT TENANT 5LI17S LANDSCAPE AREA.............. . ....... ..... REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PLANTI45,S ____l "Tw. PFDFERrr ----- ---------------_- ....... ..... LANDSCAPE AREA w/ 4' HIGH WROUGHT IRON FENCING BETWEEN WHIG14 BRICK / STOKE CAP PERS, REFER To LANDSCAPE PLANS FOR M-ANTW-6. CONCRETE SIDEWALK DESIGN AID LAYOUT BY OTHERS / YET TBD -SiGWT-LrNE EASEMENT m lk A AF 0- 1 OR I I vv r. FLJ� m A R C H I T E C T U R E 4350 Baker Rcad, Suite 400, Minnetonka, MN 55343 TEL 952.897.7074 FAX 352.11973740 1 A AV Mew I I I vv c La rl C 0 N S T R U C T 10 N 050 Baker Road, Suite 409, Minnetonka, MN 55343 TEL 952.897.7850 FAX: 957 897.7550 THE DRAIVINGS AND / OR SPECIFICATIONS CONTAINED HERIN ARE THE EXCLUSIVE PROPERTY OF WELSH ARCHITECTURE AND SHALL NOT BE UTILIZED OR COPIED BY OTHER PARTIES WITHOUT PRIOR WRITTEN CONSENT. SNAP PRINT SHADY OAK ROAD & BRADFORD ROAD HOPKINS,MN ARCHITECTURAL SITE PLAN Ism i REVISION DATE ISSUE FOR CITY SUBMITTAL 07-26-13 REVISED CITY 5.13MITTAL. 03-0943 SHADY OAK ACM88 DRIVE AISLE ,RIGH7-IN RIGHT OUT 011LY !COMPACT STALLS, —CONCRETESIDEWALK DESIGN AND LAYOUT BY OTHERS I YET TBD LANDSCAPE AREA w/ 4' HIGH WROUGHT IRON FENCING BETWEEN WHIG14 BRICK / STOKE CAP PERS, REFER To LANDSCAPE PLANS FOR M-ANTW-6. CONCRETE SIDEWALK DESIGN AID LAYOUT BY OTHERS / YET TBD -SiGWT-LrNE EASEMENT m lk A AF 0- 1 OR I I vv r. FLJ� m A R C H I T E C T U R E 4350 Baker Rcad, Suite 400, Minnetonka, MN 55343 TEL 952.897.7074 FAX 352.11973740 1 A AV Mew I I I vv c La rl C 0 N S T R U C T 10 N 050 Baker Road, Suite 409, Minnetonka, MN 55343 TEL 952.897.7850 FAX: 957 897.7550 THE DRAIVINGS AND / OR SPECIFICATIONS CONTAINED HERIN ARE THE EXCLUSIVE PROPERTY OF WELSH ARCHITECTURE AND SHALL NOT BE UTILIZED OR COPIED BY OTHER PARTIES WITHOUT PRIOR WRITTEN CONSENT. SNAP PRINT SHADY OAK ROAD & BRADFORD ROAD HOPKINS,MN ARCHITECTURAL SITE PLAN Ism i REVISION DATE ISSUE FOR CITY SUBMITTAL 07-26-13 REVISED CITY 5.13MITTAL. 03-0943 H ...---•-----------------..�4'c4?.:..__.....__.._....—_...* -- I- EXTERIOR STAIRS 4350 Baker Road, Suite 400, Minnetonka, MN 55343 TEL 952.897.7874 FAX: 952.897.7740 4350 Baker Road, Suite 400, Minnetonka, MN 55343 TEL 952.897.7850 FAX: 952.897.7850 T14E DRAWINGS AND / OR SPECIFICATIONS CONTAINED HE" ARE THE EXCLU51vE PROPERTY OF WELSH ARCHITECTURE AND SHALL NOT BE UTILIZED OR COPIED BY OTHER PARTIES WITHOUT PRIOR WRITTEN CONSENT. PROJECT= SNAP PRINT SHADY OAK ROAD & BRADFORD ROAD HOPKINS, MN BUILDING PLAN 15WE / REVISION DATE ]$RE FOR CqY SUBMITTAL 01-76-13 REVI5ED CITY 5uBMITTAL 09.09-13 Ina ,.a:uia Planting Palette: Qty- Key 5dv,tlfic Nnn C=—Name Sim lRoe, lNoser 2 A Ross it—lawn - e6d Huls sprue 6Hgt I B&B I Fdi Fnmteraads 2 a teeguslseHyts'Olm>mi Ooud' Cdarserr Cloud Hawlhor, 2A'CeL B" HeatByffla 3 C Aosx(r®rmB leBenM' Aubmut Bleu lois 2S CaL B&B Heal 2fca SFiRTTRS- Sdentlfic Name IC—N— St. Root Notre 9 F lmdpnia a pfiteed— Sea C'Ese Su Grein)mdper .S POT HesldryyFuB 4 G udpeua empdmam view Weldt Juniper a POT HdtlgyF,sD 13 H Arcus melnmrpa More ' Iroquois Beauty Chokeb M 13 POI' Hd11q/PUB = I ked® D:. Bush Hon hie a POr H /FvB PIZRRNAiTAT q- Landscape Notes: 1. Tree saucer mulch to be four Inches (4'1 depth natural sIngie-shretl hardwood mulch for Imes outside of a plant bed. Install per bee planting dotal. 2 Refer to chill plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed 01irties B erosion control. 3. All plant material shall comply with the Wheat edition of the American Standard far Nursery, Amadan Association of Nurserymen. Unless noted oererwise, deciduous shrubs shall have st least B ares at the epeeBad shrub height. Plant material shall be delivered es ap..lfed. 4. Pion takes precedence war plant schedule If discrepancies In quaMltm suet 5. All proposed plants shall be loabd and Installed nearest to the location shown an the layout pian. 8. Adjustment In location of proposed plant material may be needed In Bold. Should an adjustment be required, the client will provide timid approval. Slgnlflanl changes may require city rw4m and approval. 7. Thos project landscape contractor, shall be held—Pon.'bl. for weal end properly handling ell plant materiel. brought on the It. both before and alsr In.blle5on. Schedule plant d.11—des to coindda with expected installation time within 36 hours. B. M plant materials shall be fertlired upon installation as apedlled. 9. The landscape contractor shell protide the owner with a watering schedule eppropri.l. to the project site conditions and b piard material growth requirements, 1 D. If the landscape mnbmctm Is concerned or paralves any deficlancles In the plant selections, soil conditions, drainage or any other she condlllon that might negetivly, effect plant establishment, survival or guarsnlae, they ..at bring these deficlences to the attention of the landscape architect & client prior to bid submiglon. 11. Contractor shall establish to his/ her satisfaction that sail and compaction conditions ere adequate to allow for proper drainage at and around the building she. 12 Contractor is responsible for ongoing maintenance of all newly Installed material until time of owner acceptance. Any act. of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor Nell pmvide the owner with a maintenance program Including, but not United to, pruning, faMlzalion and dise—J not control. 13. The contractor shell guarantee newly planned material through one calendar year from the date d written owner ecoeptana. Plants that exhibit more than 10% dile-beck damage shell be replaced at no additional mal to the owner- The contractor shalt also provide adequate Ire wrap and deer/rodent protection measures for the plantings during the wananty, period. 14. This layout plan mnliWtes aur understanding of the landscape requinmenb listed in the ordinance. Changes and modification. may be requested by the city based on applicantidormetbn, public Input, counar d-I.I. e, etc 1& The landsaPe contractor shall be responsible for obtaining any permits and mordmis Ing Inspections as required throughout the work process. 18. PIWA size & species substitutions must be approved in writing prior to acceptance In the field. 17. no landscape contractor extend the exlning Irrigation system to cower new plantings proposed. If apprceN& 18. Ar edger shall be professional grade black polyethylene, VelleyView Black Diamond or equal. Anchor awry 18' —lar (minimum). Submit sample for eppmwl. 19. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improv rel on and d l fie during landscape work actiAes. Rawl any damage to the General Centrector Immedielmly. 20. Trees nisi to remain en:numed to be In good condition prior to the sled tre of general construction. Should these e(.) become damaged the general contractor shell be responsible for remowl end the landscape contractor Nell inalm1125- allper replecemeM tram(s) of sirngerspede& 21. Unlesa otherwise eP .Ifi.d by the dull engineer, ElsWng wells Nell be 5' prenst segmental units, stralghtdaad, gray In color with matching cap units. Wall engineering by war manufacturer, Submit wall plan and color chart for approval prior to Installed— See civil playa for location and additional mquiremert.. 22 AN sod areas shall be prepared prior to planting with a harley power box rake or equal to provide a firm planting bed free of atones, sticks, construction debn., etc. Any alternate seed mbdum, rete, B application method noted Nell be eumbitted to the landscape architect for ppro-I. 24. The landscape contractor shall contact Gopher stab One Cell no less than 48 hours before digging for field utility location.. 25. Refer to the chill engineers plans for all necessary erosion control measures. Coordinate planting activities Win grading contractor. 28. The landscape contractor all be responsible for the mmo-1 of erosion control measures once vegetation has been established to the satisfaction of the building hupectodgw oming agency. This includes alit curtain forcing and sediment logs placed In the landscape. 27. The landscape contractor shall be responsible for visiting the aIle to Demme familiar with the conditions prior to bidding and Installation. Coodinate with the general contractors on matters such ore fine grading, landscaped area conditions, staging areas, Inigalien connection to Milling. etc 28. All planting areas ars to realty crushed buff limestone rock mulch, 4' depth of 3/8'-12' OIs. over 3— needle -punch Biter fabric, turned up at edges. Submit —pin for approwl. Install per deter. 29. Repair adjacent property turf areae disturbed during construction adlvities to original conditions. 3D. The landscape contractor shall fumish an Irrigation Layout Plan for head -tor -head mvaregs of all tree, turf, perennial, and shrub planting nee& Use mmmsrclsyrede Irrigation squlpmern and amide product out -Neat. and (4) copies of the proposed layout pian to the landscape architect for re clow and approval, Indicating loatlons of all spray heads, rotors, drip -tubing, win boxes, Bite hng, and building conation polos. Coordlnels Initiation mnnecton point, controller, backflow and whing locations with the ercNted & general mntradar. Confirm to all State of Minnesota regulations regarding -tenor plard Inigellon. Fl.Id-adjust heads to avid cwer spray onto aldewelks and panting areas. Spray onto the building fax will not be amptable. 31. Obtain permission from adjacent property owners before conducting any work outside of the pject work limits 1 property limit.. I( cep E re.lo rues arw Is®: wwow000 awes ux� aoreo on,mwae oro anncrr ra ser rax coaracrwnenurac .soar. wiiueaoTuror°'�rw >w..mwmroag Es""iv,� ax0.'r�waoa rw,o.un,re ou uawoa, 1°""nwnn s"o ra ° e u rear asci aslx� "arr,.r,ramaweearrase .,a ��nece e.wr.,a- 'ra eIIBCN➢E wuia�Y'� y,,,E - wtMaa�anr �v� sox ruzmm�a aa�iuw�wm�ra:r�arsr� �"`-�eoa.0 m vol mei a.vr.n � `4�3,°"rw�,.a aans.r °w err: we�i� :sva„c �.� .. anuw.maormnaa,a,ao ova-& �N ov araiwas�jrw �+ CONIFEROUS TREE PLANTING -SECTION �21DECID000S TREE PLANTING -SECTION L101 LiC1 amm^^•,• W-1 I, 'res ` ravanauirvn son .:� Y"� L::Y'•.' Rawrcmrmems vatormt K•F#�•,%�e- ,:.: � r mxnr.na e.au®wws %41TYP. PERENNIAL PLANTING DETAIL LLIM ,Pr ",�li a �ii:i wunav • 3a n:_:.4::m�.senwee �F�x wwwaws,as,rcr,vwuscrux mweamwusiaea CiMINERAL MULCH MAINTENANCE STRIP L` 11 4350 Baker Road, Suite 4D0, A9nnebnke, N TEL 952897.7874 FAX 952897.; 4350 Baker Road, Sulte 400, Minnetonka, M TEL. 952897.7850 FAX 952.1197.1 Calyx Design Grou Landscape Architecture Sustainable Design Master Planning 1583 Berkeley Avenue SL Paul, MN 55105 telephone: 651.334.5498 internet - www.calyxdeslgngroL e-mail: info@calptiesigngrot PIYJ.F_CT: SNAP PRINT 0: KIVWL/ •\J._ ;q HOPEINS, NIN as B/EE7s FINAL LANDSCAPE PLAN I FEMMY Imlrrr T"T nos P1 -74L Sl OR ►FPOW IDAB PrEPAIW car Mr O ME OR uVER MY DaRl VA -Ell THAT I AM A DULY LICB4ED LA4D6GA AId7YTEGr 1100 THE LAIBB OF THE 8Th MNfEBOfA OW.WIN D. W1RreStt4, AS -A . DATE, V6r/Oe III NO 4 1591E I FEy48101111 DA1 IBaE FOR FMIT RIEVI99 1-21 UPDATED BITE LAYOUT 5-4 DRNW err BOW Cl -r K car. 1 11"1 -Y Kry SdmtlficN— Common Nass flee Root NO. K N HamarooDis'Rory Aehara' Rory Relanra Daylily II POT Iop Afix _ T'I'PPY Return' vonWa Grope Magid HaPpy ReNrnu Grape Magic DeyMy n 01 POT POT "a Thas Type lewd 49 O Catevugroatlsxecvd9o<a 74d FerestrY Furlum Reed Gnus n. POT losithfilron Landscape Notes: 1. Tree saucer mulch to be four Inches (4'1 depth natural sIngie-shretl hardwood mulch for Imes outside of a plant bed. Install per bee planting dotal. 2 Refer to chill plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed 01irties B erosion control. 3. All plant material shall comply with the Wheat edition of the American Standard far Nursery, Amadan Association of Nurserymen. Unless noted oererwise, deciduous shrubs shall have st least B ares at the epeeBad shrub height. Plant material shall be delivered es ap..lfed. 4. Pion takes precedence war plant schedule If discrepancies In quaMltm suet 5. All proposed plants shall be loabd and Installed nearest to the location shown an the layout pian. 8. Adjustment In location of proposed plant material may be needed In Bold. Should an adjustment be required, the client will provide timid approval. Slgnlflanl changes may require city rw4m and approval. 7. Thos project landscape contractor, shall be held—Pon.'bl. for weal end properly handling ell plant materiel. brought on the It. both before and alsr In.blle5on. Schedule plant d.11—des to coindda with expected installation time within 36 hours. B. M plant materials shall be fertlired upon installation as apedlled. 9. The landscape contractor shell protide the owner with a watering schedule eppropri.l. to the project site conditions and b piard material growth requirements, 1 D. If the landscape mnbmctm Is concerned or paralves any deficlancles In the plant selections, soil conditions, drainage or any other she condlllon that might negetivly, effect plant establishment, survival or guarsnlae, they ..at bring these deficlences to the attention of the landscape architect & client prior to bid submiglon. 11. Contractor shall establish to his/ her satisfaction that sail and compaction conditions ere adequate to allow for proper drainage at and around the building she. 12 Contractor is responsible for ongoing maintenance of all newly Installed material until time of owner acceptance. Any act. of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor Nell pmvide the owner with a maintenance program Including, but not United to, pruning, faMlzalion and dise—J not control. 13. The contractor shell guarantee newly planned material through one calendar year from the date d written owner ecoeptana. Plants that exhibit more than 10% dile-beck damage shell be replaced at no additional mal to the owner- The contractor shalt also provide adequate Ire wrap and deer/rodent protection measures for the plantings during the wananty, period. 14. This layout plan mnliWtes aur understanding of the landscape requinmenb listed in the ordinance. Changes and modification. may be requested by the city based on applicantidormetbn, public Input, counar d-I.I. e, etc 1& The landsaPe contractor shall be responsible for obtaining any permits and mordmis Ing Inspections as required throughout the work process. 18. PIWA size & species substitutions must be approved in writing prior to acceptance In the field. 17. no landscape contractor extend the exlning Irrigation system to cower new plantings proposed. If apprceN& 18. Ar edger shall be professional grade black polyethylene, VelleyView Black Diamond or equal. Anchor awry 18' —lar (minimum). Submit sample for eppmwl. 19. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improv rel on and d l fie during landscape work actiAes. Rawl any damage to the General Centrector Immedielmly. 20. Trees nisi to remain en:numed to be In good condition prior to the sled tre of general construction. Should these e(.) become damaged the general contractor shell be responsible for remowl end the landscape contractor Nell inalm1125- allper replecemeM tram(s) of sirngerspede& 21. Unlesa otherwise eP .Ifi.d by the dull engineer, ElsWng wells Nell be 5' prenst segmental units, stralghtdaad, gray In color with matching cap units. Wall engineering by war manufacturer, Submit wall plan and color chart for approval prior to Installed— See civil playa for location and additional mquiremert.. 22 AN sod areas shall be prepared prior to planting with a harley power box rake or equal to provide a firm planting bed free of atones, sticks, construction debn., etc. Any alternate seed mbdum, rete, B application method noted Nell be eumbitted to the landscape architect for ppro-I. 24. The landscape contractor shall contact Gopher stab One Cell no less than 48 hours before digging for field utility location.. 25. Refer to the chill engineers plans for all necessary erosion control measures. Coordinate planting activities Win grading contractor. 28. The landscape contractor all be responsible for the mmo-1 of erosion control measures once vegetation has been established to the satisfaction of the building hupectodgw oming agency. This includes alit curtain forcing and sediment logs placed In the landscape. 27. The landscape contractor shall be responsible for visiting the aIle to Demme familiar with the conditions prior to bidding and Installation. Coodinate with the general contractors on matters such ore fine grading, landscaped area conditions, staging areas, Inigalien connection to Milling. etc 28. All planting areas ars to realty crushed buff limestone rock mulch, 4' depth of 3/8'-12' OIs. over 3— needle -punch Biter fabric, turned up at edges. Submit —pin for approwl. Install per deter. 29. Repair adjacent property turf areae disturbed during construction adlvities to original conditions. 3D. The landscape contractor shall fumish an Irrigation Layout Plan for head -tor -head mvaregs of all tree, turf, perennial, and shrub planting nee& Use mmmsrclsyrede Irrigation squlpmern and amide product out -Neat. and (4) copies of the proposed layout pian to the landscape architect for re clow and approval, Indicating loatlons of all spray heads, rotors, drip -tubing, win boxes, Bite hng, and building conation polos. Coordlnels Initiation mnnecton point, controller, backflow and whing locations with the ercNted & general mntradar. Confirm to all State of Minnesota regulations regarding -tenor plard Inigellon. Fl.Id-adjust heads to avid cwer spray onto aldewelks and panting areas. Spray onto the building fax will not be amptable. 31. Obtain permission from adjacent property owners before conducting any work outside of the pject work limits 1 property limit.. I( cep E re.lo rues arw Is®: wwow000 awes ux� aoreo on,mwae oro anncrr ra ser rax coaracrwnenurac .soar. wiiueaoTuror°'�rw >w..mwmroag Es""iv,� ax0.'r�waoa rw,o.un,re ou uawoa, 1°""nwnn s"o ra ° e u rear asci aslx� "arr,.r,ramaweearrase .,a ��nece e.wr.,a- 'ra eIIBCN➢E wuia�Y'� y,,,E - wtMaa�anr �v� sox ruzmm�a aa�iuw�wm�ra:r�arsr� �"`-�eoa.0 m vol mei a.vr.n � `4�3,°"rw�,.a aans.r °w err: we�i� :sva„c �.� .. anuw.maormnaa,a,ao ova-& �N ov araiwas�jrw �+ CONIFEROUS TREE PLANTING -SECTION �21DECID000S TREE PLANTING -SECTION L101 LiC1 amm^^•,• W-1 I, 'res ` ravanauirvn son .:� Y"� L::Y'•.' Rawrcmrmems vatormt K•F#�•,%�e- ,:.: � r mxnr.na e.au®wws %41TYP. PERENNIAL PLANTING DETAIL LLIM ,Pr ",�li a �ii:i wunav • 3a n:_:.4::m�.senwee �F�x wwwaws,as,rcr,vwuscrux mweamwusiaea CiMINERAL MULCH MAINTENANCE STRIP L` 11 4350 Baker Road, Suite 4D0, A9nnebnke, N TEL 952897.7874 FAX 952897.; 4350 Baker Road, Sulte 400, Minnetonka, M TEL. 952897.7850 FAX 952.1197.1 Calyx Design Grou Landscape Architecture Sustainable Design Master Planning 1583 Berkeley Avenue SL Paul, MN 55105 telephone: 651.334.5498 internet - www.calyxdeslgngroL e-mail: info@calptiesigngrot PIYJ.F_CT: SNAP PRINT 0: KIVWL/ •\J._ ;q HOPEINS, NIN as B/EE7s FINAL LANDSCAPE PLAN I FEMMY Imlrrr T"T nos P1 -74L Sl OR ►FPOW IDAB PrEPAIW car Mr O ME OR uVER MY DaRl VA -Ell THAT I AM A DULY LICB4ED LA4D6GA AId7YTEGr 1100 THE LAIBB OF THE 8Th MNfEBOfA OW.WIN D. W1RreStt4, AS -A . DATE, V6r/Oe III NO 4 1591E I FEy48101111 DA1 IBaE FOR FMIT RIEVI99 1-21 UPDATED BITE LAYOUT 5-4 DRNW err BOW Cl -r K car. 1 11"1 T_D. PARAPET EL 191-0. D. NDOW Tll- F11-GA5T E_ 1 0—T T.O. lF- TENANT SIGNAGE AREAS - TYPE OF SIGAGE AND LETTER SIM PER CITY CODE / OSDINANCE. r6-'\FE!slCE ELEVATION \� �3D � 14' . I - r TENANT S&W.E AREAS - TYPE TD. LOW PARAPET ------- PRE -FINISHED METAL CAP OF ShArE AND LETTER SIZE PER FLASHING AT PARAPET. CITY CODE ORDINANCE. .......... . ............. Y— Eft FIN1514 AT COR4ICE WITH DEDDRATIVE INSERTS AND REVEALS. BRICK SOLDIER COURSE BRICK VENEER RUINNING BOND MT EL lb' -4' 6'-0' HIGH CMU TRASH EmmosiFeE wvREFINIS-EO WEE E Wmm 0 MATCH BULDWI EXTERIOR METAL STAIRS. TTP. . .................. . .... CMU ANIING, WALL AS 0 RECUIRED AT ALLEY -WAY FROM ALLEY-wAr - SEE CIVIL EL. iffr-41 PRECAST STONE SILL ROCK -FACE CMU BASE ANODIZED ALumImm STOREFRONT ANODIZED ALUMINUM STORE19WNT %DECORATIVE UP ASSEMBLY at P INSULATED ASSEMBLY W I" INSULATED DCII LiSHIT TIEDGLAZINGS TINTED CaAZW. EXTEIVJOR MT ELEVATION WAX. W - I -r Pte -FINISHED METAL CAP 514W. AT PARAPET. ::K SOLDIER COURSE 70TH CMU WITH NTRAGAL .OR NDARD HM DOOR ENTRY AT ERIOR METAL STAIRS. PM-PNI54ED METAL CAP FLASHINd. AT PARAPET. 1D-_PARASS EL 116'-4' BRICK SOLDIER COURSE SMOOTH CMU WITH INTR6&AL COLOR 1EL PRE -FINISHED METAL CAP FLA5,41NI, AT PARAPET. 0 C STANDARD R MU WITH rl COLOR RXTURNA rrp. DOOR ENTRY TD. FF. EXTERIOR ME STAIRS FROM DOM AREA 146H CLERESTORY'—l-----'\ TD. LOW PARAPET L WINDOWS IN PRNTW AREA I t-'\ ExTERIoR NowiLI ELEVATION -2 \4t3�Al WJL& 4'-0' IX—FRIOR ---- - -' Docr, r3"\ EXTERIOR MST EL-VATIGN �.30 OoAL71uv' 0 - TD. PARAPE7� E' 116 7 TO. Ili - EL: w-li Ll_PARAPET EU� EL lb' -4' 6'-0' HIGH CMU TRASH EmmosiFeE wvREFINIS-EO METAL GAP FLASHING TO MATCH BULDWI EXTERIOR METAL STAIRS. TTP. . .................. . .... CMU ANIING, WALL AS ENTRANCE To PARKING LOT RECUIRED AT ALLEY -WAY FROM ALLEY-wAr - SEE CIVIL PM-PNI54ED METAL CAP FLASHINd. AT PARAPET. 1D-_PARASS EL 116'-4' BRICK SOLDIER COURSE SMOOTH CMU WITH INTR6&AL COLOR 1EL PRE -FINISHED METAL CAP FLA5,41NI, AT PARAPET. 0 C STANDARD R MU WITH rl COLOR RXTURNA rrp. DOOR ENTRY TD. FF. EXTERIOR ME STAIRS FROM DOM AREA 146H CLERESTORY'—l-----'\ TD. LOW PARAPET L WINDOWS IN PRNTW AREA I t-'\ ExTERIoR NowiLI ELEVATION -2 \4t3�Al WJL& 4'-0' IX—FRIOR ---- - -' Docr, r3"\ EXTERIOR MST EL-VATIGN �.30 OoAL71uv' 0 - TD. PARAPE7� E' 116 7 TO. Ili - EL: w-li Ll_PARAPET EU� 4350 Baker Read, Suite 400, Minnetonka, MN 55343 TEL 952,897.7874 FAX. 952.897.7740 4350 Baker Road, Suite 400, Minnetonka, MN 55343 TEL 951897.7850 FAX 951897.7650 THE PRAwINaA AND / OR sPEcIFIrAv" CONTAINED HERIN ARE THE EXCLUSIVE PROPERTY OF RELS14 ARCHITECTURE AND SHALL NOT BE UTILIZED OR cormo BY OTHER PARTIES WHOM PRIOR WRITTEN CONSENT. PROJECT. SNAP PRINT SHADY -OAK ROAD & BRADFORD ROAD HOPKINS, MN SWEET, EXTERIOR ELEVATIONS ISSUE / REVISION DATE 15SUE FOR CITT SUBMITTAL OT -26-13 REVISED CITY SUBMITTAL 09-05-13 JOB, 2doi410 APPROXIMATE- --— ------ DRAWN BY, I& CHECKED BY. do °NISHED GRAD LANDSCAPIN63 I am 4-'\ MMIOR SOUT4 ELEVATION CIVIL DRAWINGA 3A A 1 11 'm S O N TD. wINDW 'L ........... T.O. PrffCA6_T EL. iffr-41 4350 Baker Read, Suite 400, Minnetonka, MN 55343 TEL 952,897.7874 FAX. 952.897.7740 4350 Baker Road, Suite 400, Minnetonka, MN 55343 TEL 951897.7850 FAX 951897.7650 THE PRAwINaA AND / OR sPEcIFIrAv" CONTAINED HERIN ARE THE EXCLUSIVE PROPERTY OF RELS14 ARCHITECTURE AND SHALL NOT BE UTILIZED OR cormo BY OTHER PARTIES WHOM PRIOR WRITTEN CONSENT. PROJECT. SNAP PRINT SHADY -OAK ROAD & BRADFORD ROAD HOPKINS, MN SWEET, EXTERIOR ELEVATIONS ISSUE / REVISION DATE 15SUE FOR CITT SUBMITTAL OT -26-13 REVISED CITY SUBMITTAL 09-05-13 JOB, 2doi410 APPROXIMATE- --— ------ DRAWN BY, I& CHECKED BY. do °NISHED GRAD LANDSCAPIN63 I am 4-'\ MMIOR SOUT4 ELEVATION CIVIL DRAWINGA 3A A 1 11 form 1 grw.e�bMsr.� 5. Perform all -drucUon work In accordance with State and local requirements. : -ax. _ 1 i •. i 1 k I 7. Provide temporary fences, borrirode.. coverings, and other protection. In oder to preserve existing Items to remain, and to prevent Injury or damage to person or VALVE. 6' DIP "`• e<I4 I ::iter C•'-..._ -- - '-•- .-iais.e'• to 1 re: F ` E 1�1 in I 1 W neY. rN,a: a 8933:x A::D i:E15 TOP :1 917.70 INV. �11EE DETAn S 1 ST. S. MH ala. 2 TOP se 914. - 50 IjIV..911.20 F , 1 <.. SILT FENCE it 5 seU , se'E 8 I ST. S. CB TOP w 915.00 INV. an 911.00 I 7 ST. S. MH } !' • TOP � 918.00 i RN. -910.60; OXA:wRt.` E43L1I?NT ^?R 0•^rC ND Aose6S j if i l NTMko iT1D'M YHE NLNiY+?•`_.. a NO - :•'cttND srna-' - t Trip`. el A SIVl/ SECTION IFINWINA • i Rxa: i -i & r ? 19.40 i Ri�.C• .1 40 a` 19.40 i 15.20 •¢ `.`� f•� � j . /' 1 qi iC:/ K C:a • '� i5.40 . COORDINATE l II> .. .INTERIOR CONNECTION OF WATER -SERVICE `. 17, 'A.,. WITH "-c+h fi "t-- MECHANICAL 1i-,Aay. pMa.>'-- CONTRACTOR. ... a!4R i q ) 9z1S y t - I / a 1001r2 : SURFACE. 7RATION BED. .. 18.74 16.74 r .r 19.40 j 6' PVC SAN. S. SERVICE CONNECTION PER ,•' MECHANICAL INV. an 613.45 :5 anneaft r 1..✓ I a:: ~.,`�-- I � ,P;'t, `4�'/�aC/i•s1„'Y.....,pd4.) ..., 1st? 5. Perform all -drucUon work In accordance with State and local requirements. : -ax. .r:b• xr r'•,x res JuS .0q0 QV •. i 1 k I 7. Provide temporary fences, borrirode.. coverings, and other protection. In oder to preserve existing Items to remain, and to prevent Injury or damage to person or VALVE. 6' DIP "`• Al ::iter C•'-..._ -- - '-•- .-iais.e'• .1.r to the bled.. Meet all City standards and specifications for the the connection. Reconstruct invert. after installation.Use water stop gaskets In order to provide 1 =( ex i s:ax molntenanc. occas. strudun Jamb or pipe barrel joints. !1 f 9. Completely norm exlWnq eonarets and m .enry structure. Not an located within the proposed building and future building expansion areas. All other existing existing -2 env and ratertnain pipes that are to be abandoned .hall either be removed, or completely filled with sand or lean mix gm,L Id `!10. . k I �1r<1y 9 ST. S. MH or plumbing cork may be covered prior to completing the required ted. and Inspections. fl 3 ST. C19 TOP aw 915.50 1111 2 STr Ir i INK X91250 f>as CONSTRUCT NEW MH OVER 12. The subsurface utility Inform Won shown on this pian I. utility Ouallty Lewd D. This quality level was determined according to the guidelines .f GVASCE 38-02, entitled g EXISTING ST. S. O INV. � rTOP ;. 1 .: , I( /.INV. �' RETAINM I. [a /PROPOSED WALL (DESIGN BY OTHERS) .nor lilies olid appurtenances). Notify the Engineer of any discrepancies. ABANDON EXIST NG 14. Contact utility companies for locations of all public and private utilities within the work area prior to beginning cansWWon. Contact GOPHER STATE ONE CUL at (651) WATER SERVICE AT 454-DO02 Ins the W.-poli./5t. Paul at. ane, or 1 -BOD -252-1165 elsewhere In Minnesota for exact locations of extorting utilities at lead 48 working houre (not MAIN. Including weekends and holidays) before beginning any construction In accordance with Minnesota Statute 2160. Obtain ticket number and meet with representatives of the varioustlDUse at the its. Provide the Owner with the ticket number inlormallon. Copher Slate Ona Cali Is a free that locules municipal and utility company ' lines, bat don lid locate pli-to utility time. Use an Independent locator service or .Ther means in order to obtain locations of private utility lines including, but not limited to, underground electric cables, telephone, 1V, and lawn sprinkler line.. 15. Pothole to verify the positions of existing underground facilities at a sufficient number of loadione In order to os•ure that no conflict with the proposed work exist* and that sufficient .leomnce le -.Debt.. 16. Where existing gas, electric. cable. ar telephone utilities conflict with the Work, coordinate the abandonment relocation, offset, or support of the existing utilities with the es. Coordinate new gas motor and gas line Installation, electric meter and electric service Installation, cable service. and telephone rvice pppriate local tmry campaniles. se InrostallWon with the local utility companions. esa 17. Arrange for and secure ..liable disposal are.. aff-site. Map- f all .. 9, .este material, debri., and .e material. at designated for salvage. West. material from the Obtain 5.05 yr Et • I „r k2+.b Z it slit .tj 'c! 6 • 15.15 -3 i B 44 »:.:� 20. Ali materials required for this work shag be new material conforming to the requirement. for claw; kind, grade, size, quafty, end other detal. specified herd. or as r�i•� : he- an the Plano. Da at lie recycled or salvaged aggregate, asphaltic pavement, crushed concrete, or scrap shingles Unless otherwise indicated, the Contractor shop --(, DRAIN INV. O furnish all required material.. 1..74 { II •`c 912.90 BLDG an 9.40 �. r; , Y Pat In the roe. In the oil INV. 913.40 n PROPS , .•s'0 22. Obtaincurb-cut permit from the City of Bloomington. Remove .elating cirfwway entmne.. Install a nerst. curb and gutter to match existing. Construct new concrete •cin:: sidewalk to match existing. Sod right-of-way. The work area shown is general and .ey nwd to be adjusted In the field. -gals. 23. Res/om the public right-af-ray at temporary construction entrance locations. Replaceny co crate curb and gutty, bituminous pavement, sidewalk. vegetative Conor / beer 40� the field. R'r:• it iltE I.. 25. Prai sub grades from damage by su f.ce water runoff. Mr4R.a ,, ABANDON EXlST1NG m WATER SERVICE AT 26. Fug design strength Is not wettable In bituminous pavement arae until the final lift of asphalt 1. composted Into place. Protect pavement area. from -Heading by i Ji _• .�w vee tot rr IFINWINA • i Rxa: i -i & r ? 19.40 i Ri�.C• .1 40 a` 19.40 i 15.20 •¢ `.`� f•� � j . /' 1 qi iC:/ K C:a • '� i5.40 . COORDINATE l II> .. .INTERIOR CONNECTION OF WATER -SERVICE `. 17, 'A.,. WITH "-c+h fi "t-- MECHANICAL 1i-,Aay. pMa.>'-- CONTRACTOR. ... a!4R i q ) 9z1S y t - I / a 1001r2 : SURFACE. 7RATION BED. .. 18.74 16.74 r .r 19.40 j 6' PVC SAN. S. SERVICE CONNECTION PER ,•' MECHANICAL INV. an 613.45 :5 anneaft r 1..✓ I a:: ~.,`�-- LI, ,P;'t, `4�'/�aC/i•s1„'Y.....,pd4.) ..., 1st? 5. Perform all -drucUon work In accordance with State and local requirements. : -ax. .r:b• xr r'•,x res JuS .0q0 QV •. i PRESSURE TAP �,La CONNECTION, r GATE 7. Provide temporary fences, borrirode.. coverings, and other protection. In oder to preserve existing Items to remain, and to prevent Injury or damage to person or VALVE. 6' DIP "`• COMBINED FIRE PROTECTION MID ::iter C•'-..._ -- - '-•- .-iais.e'• DOMESTIC SERVICE FIELD VERIFY LOCATION �� rsr:x• 1 1 1. Comp with all applicable local, state, and federal safety regulation Comply with the work safcV practice ep,,.Irisd by Ne Occupational Safety and Health Administration (OSHA) OSHA prohibit• entry into 'confined apaua, ...h as manhole and inlets (sow 29 CFR Sweden 1870.1 46), without undertoking certain specific practices and procedures. Perform naxonati- in accordance with the requirements of DSHA 29 CFR, Part 1926, Subpart P. Eacowtions. Sloping or bunching for excavations greater KEYNOTES than 20 feet deep must be approved by o registered professional engineer (wee.eshe.gw). KEYNOTES ARE DENOTED BY: 0 2. Construction safety Is solely the responsro0lly, of the Contractor, who is else solely responsible for the means. methods. and sequencing of the construction operations. INSTALL SILTSAC OR APPROVED EQUAL, 3. Existing boundary, iocotioN topogmphlq and utility information shown on this plan Is from a field survey by Sund• Land Surveying, LLC. dated D7/02/13. EROSION CONTROL SILT TRAP INSIDE ---I CATCHBASIN. REMOVE SILT AND RE -USE 4 Refer to the architectural Ions for bugdin and •too dimension site layout and dIrmnalon. pavement sections and details, striping and other site features. » 6 ST. S. CB t.TOP - 919.50 I`» INV. -916.05 LI, 1 090 5. Perform all -drucUon work In accordance with State and local requirements. : a a QV •. i a. Fi O �> F \ r 1 P 9 P ro v 1 090 5. Perform all -drucUon work In accordance with State and local requirements. : 6. A Bcensed rveyor shall pert conrtnxtion stoking. The Cantroctor shall provide and be pendble for the staking. Verify all plan and data,, dimemlons prior to construction a QV a.. locations in order to avoid conflicts with curb and gutter. Adjust catchbosin location. In order to align property with curb and gutter. _ ale, i 1 elan •°- r9_;--__,(. s" 7. Provide temporary fences, borrirode.. coverings, and other protection. In oder to preserve existing Items to remain, and to prevent Injury or damage to person or I property. jl h i ' to the bled.. Meet all City standards and specifications for the the connection. Reconstruct invert. after installation.Use water stop gaskets In order to provide 1 =( ex i s:ax molntenanc. occas. strudun Jamb or pipe barrel joints. !1 f 9. Completely norm exlWnq eonarets and m .enry structure. Not an located within the proposed building and future building expansion areas. All other existing existing r• env and ratertnain pipes that are to be abandoned .hall either be removed, or completely filled with sand or lean mix gm,L Id `!10. . k I Plumbing Code (Minnesota Rules Chapter 4715). Coordind. testing and Inspection with the State Health Department and the City Public Work• Department. No drainage 0� r' r�Y exert*' aw f L t F;r a ou a R:EA U V <r. A T'm. SHUT CONNECTION INSIDE MANHOLE TEOUIRED. P 9 P ro v • i 5. Perform all -drucUon work In accordance with State and local requirements. : 6. A Bcensed rveyor shall pert conrtnxtion stoking. The Cantroctor shall provide and be pendble for the staking. Verify all plan and data,, dimemlons prior to construction ' slruction staking. Sto4. the limits (r d curbing prior m vawebo., malnt.na.. hole. d c.1chbasin instanatian. Adjust val_be. and maintana^L. h.1. j locations in order to avoid conflicts with curb and gutter. Adjust catchbosin location. In order to align property with curb and gutter. _ ale, i 1 elan •°- r9_;--__,(. s" 7. Provide temporary fences, borrirode.. coverings, and other protection. In oder to preserve existing Items to remain, and to prevent Injury or damage to person or I property. f +i Il S. Connect to existing sanitary sere NH's by coredrillinq. Connect to exlsting storm ewer MH's by either sawautting er.oredr011ng. Use sora or drill.. that provide rater ' to the bled.. Meet all City standards and specifications for the the connection. Reconstruct invert. after installation.Use water stop gaskets In order to provide 1 =( ratetight .eels when penetrating structure wall ith a pipe. Take measurements before beginning construction to ensure that service connection. de not cul into i s:ax molntenanc. occas. strudun Jamb or pipe barrel joints. !1 f 9. Completely norm exlWnq eonarets and m .enry structure. Not an located within the proposed building and future building expansion areas. All other existing existing !I env and ratertnain pipes that are to be abandoned .hall either be removed, or completely filled with sand or lean mix gm,L Id `!10. - Tontine and In ... attanr All plumbing Installations, including water and ..war seMce, must he tested and inspected in accordance with the requirements of the Mlnnonde I Plumbing Code (Minnesota Rules Chapter 4715). Coordind. testing and Inspection with the State Health Department and the City Public Work• Department. No drainage 9 ST. S. MH or plumbing cork may be covered prior to completing the required ted. and Inspections. ;'Re TOP 920.3± thickness. INV.. -915.9± 11. at S th out from the prep building with the IN N. interior Plumbing Contractor prior to coneWeUan. Verify water sewer bursting utility eon coon SCALE IN FEET Engined end .ewer service locetlono..... aizes, and elavatbns with the Nsehanied Engineer prior to eonslructloa and d alov t f>as CONSTRUCT NEW MH OVER 12. The subsurface utility Inform Won shown on this pian I. utility Ouallty Lewd D. This quality level was determined according to the guidelines .f GVASCE 38-02, entitled g EXISTING ST. S. O INV. 'Standard Guidallne far the Collection and Depiction of Existing Subsurface Utility Data.' j 915.9±. FIELD VERIFY LOCATION AND ELEVATION. 13. The locations of existing utilities shown on this plan arta from record Information. The Engineer doe not III that all existing utilities are shown or. N shown, exist I. [a in the Iocotians indicated on the plan. N In the Conlrectors responsibility to o.certain the final vertical and horizontal location of oil existing utilities (Including water and .nor lilies olid appurtenances). Notify the Engineer of any discrepancies. ABANDON EXIST NG 14. Contact utility companies for locations of all public and private utilities within the work area prior to beginning cansWWon. Contact GOPHER STATE ONE CUL at (651) WATER SERVICE AT 454-DO02 Ins the W.-poli./5t. Paul at. ane, or 1 -BOD -252-1165 elsewhere In Minnesota for exact locations of extorting utilities at lead 48 working houre (not MAIN. Including weekends and holidays) before beginning any construction In accordance with Minnesota Statute 2160. Obtain ticket number and meet with representatives of the varioustlDUse at the its. Provide the Owner with the ticket number inlormallon. Copher Slate Ona Cali Is a free that locules municipal and utility company ' lines, bat don lid locate pli-to utility time. Use an Independent locator service or .Ther means in order to obtain locations of private utility lines including, but not limited to, underground electric cables, telephone, 1V, and lawn sprinkler line.. 15. Pothole to verify the positions of existing underground facilities at a sufficient number of loadione In order to os•ure that no conflict with the proposed work exist* and that sufficient .leomnce le -.Debt.. 16. Where existing gas, electric. cable. ar telephone utilities conflict with the Work, coordinate the abandonment relocation, offset, or support of the existing utilities with the es. Coordinate new gas motor and gas line Installation, electric meter and electric service Installation, cable service. and telephone rvice pppriate local tmry campaniles. se InrostallWon with the local utility companions. esa 17. Arrange for and secure ..liable disposal are.. aff-site. Map- f all .. 9, .este material, debri., and .e material. at designated for salvage. West. material from the Obtain and dabs includes trees, stumps, pips, concrete. osphaltle conm1, eano.eor other wosts material netnxtion operations. the rights to fry eesb fm disposal of unsuitable r surplus material either shown or net shown n the plane. NI work In disposing of such material shall be considered incidental to the work yr M disposal must conform to applicable solid wade demand permit regulations. Obtain all ......ary permit. at no cost to the OWNER • I 18. Straight Dna -cul existing bituminous or conte surfacing at the perimeter of pavement r.mavcl ones. Use saws that provide water to the blade. Tock. and match all connections to existing bituminous pavement k2+.b Z it slit 6 19. Relocate overhead porn, telephone, and molu cable line. os required. Abandon and report existing on-site cells and septic systems in accordance with k6nnndo Department i B of Health (MDH) requirements. I : 20. Ali materials required for this work shag be new material conforming to the requirement. for claw; kind, grade, size, quafty, end other detal. specified herd. or as he- an the Plano. Da at lie recycled or salvaged aggregate, asphaltic pavement, crushed concrete, or scrap shingles Unless otherwise indicated, the Contractor shop N furnish all required material.. • E:c i ST. S. CB II •`c 21. ruct driveways and patch Bred b match exiting pavement section and grade. Sod right -a( -way. The cork area shorn is gensrd and may need to be adjusted I• TOP � 917.40 In the roe. In the oil INV. 913.40 n I, 22. Obtaincurb-cut permit from the City of Bloomington. Remove .elating cirfwway entmne.. Install a nerst. curb and gutter to match existing. Construct new concrete •cin:: sidewalk to match existing. Sod right-of-way. The work area shown is general and .ey nwd to be adjusted In the field. -gals. 23. Res/om the public right-af-ray at temporary construction entrance locations. Replaceny co crate curb and gutty, bituminous pavement, sidewalk. vegetative Conor damaged by the construction activity. Restore damaged turf with sod within the public right-of-way. Th. work area shown is general and may need to be adjusted In the field. R'r:• '24. Provide positive drainage from PmVide .pinta(. !smothery drainage ronstroction untD the permanent drainage system d ey Umµ neeaswry In adv to Insure proper drainage at all limn. ProvlG structurea in lac and ervtional.ldi Installt,elm ditch.•, piping. necessary PP q• Pumps, or other means as lo. pointe at bullEinq pod- or roadways el punitive uNoll., 25. Prai sub grades from damage by su f.ce water runoff. Mr4R.a ,, ABANDON EXlST1NG m WATER SERVICE AT 26. Fug design strength Is not wettable In bituminous pavement arae until the final lift of asphalt 1. composted Into place. Protect pavement area. from -Heading by s MAIN. delivery tacks. construction equipment. and other vehicles. • p `P 27. When wing drilling excrete v masonry, use news that provide rate to the blade. Do not allow the slurry produced by this process to be tracked outside of the Imm.dinle ra�r ares er dlscha,g.a Into the ewer .yet... rl] I;v:ell 28. Adjust all curb steps. valve boon• maintenance hole coatings. cotchbnin coatings. eleoneut coven, and similar Items to finished tZX maximum slope In all directions In handicapped accessible parking areas. •i CONNECT TO EXISTING MANHOLE �i INV. 913.2±. FIELD VERIFY 30, Install all pipe with the ASTM Identification numbers on Ns top for Inspsetion. Comm.ne. pipe laying at the lowed point In the proposed .-or glia. Lay the pip. with LOCATION AND ELEVATION. the bell and or receiving gmov end of the pipe po-1 i , upgrade. When aonneotinq to on existing pipe, uncover the fisting pipe in oder to allow mry adjustments in the proposed fine and grede before laying any pipe, Do not ley pipes In water or when the lunch conditions an unsuitable for such work. 31. Obtain and pay for all permits, tests, Inspections, to. required by agencies that have jrisdiction over the project The Contractor i• mapons@Is (or W bond., setts. ad or h urdies related to the work Execute and Inspect work in accordance with all local and Made codes. rules, -din ...... v mgulWons petalning to the I prcdR. articular type of work involved. i PWA 32. Rater to the geotechnical report by the Sells Engineer for dseatering requirements. �.� Ne sexern isut iN and storm eutilities in accordance with the City Enginner's Association of Minnesota Standard Specifications C,ns 2600. 2611, 33. Construct sanitary nv and 2621 dated 1999 or the latest revised edition 4350 Baker R=4 Suite 400 Minnetonka, MN 55343 952.897.7874 Fax: 952.897. 4350 Baker Road, Suite 400 Minnetonka, MN 55343 952.897.7850 Fa= 952.897.7. PRO ECT: SNAP PRINT HOPKINS, MN SHEEP: GRADING, DRAINAGE, UTILn AND EROSION CONTROL PLAN I HEREBY CERTIFY `HAT 7HIS PLAN, SPECIFIC OR REPORT WAS PREPARED BY ME OR UI ME OR UNDER MY DIRECT SUPERVISION THAT 1 AM A DULY LICENSED ENGINEER U THE LAWSCIF THE ATE OF MI tE50TA MIKE It. lZMER DATE: 9/9/13 REG. NM ISSUE / REVISION DATE ORIGINAL PLAN DATE 7/2 NEW SITOW 9/9, JDB: DRAWN BY: CHECKED BY: • i by PU.C.. do 1s Ova Its lend. o -}y'+ R. , 34. Thew Plans, prepared not astf n or employees, agent*, safety er h, n does no contractor cry systems ter d pro Surds Engineering, the or repreamtWives in the performance ef the rock Tha seal ef Surds Enginearinq's registered professional engineer hereon too lid edentl to any such safety systems r Nat may or hereafter be Incorporated into thew plan,. The construction contractor shall prepare or obtain the appreprivte safety systems which may be required by M US DccupaUonal Safety and Health Administration (OSHA) and/or local regulation in _ ale, i 1 elan •°- r9_;--__,(. s" ' directly lines depth 457 (16 Inches) below finished I 35. Install detectable underground marking tape above all pert, polyethylene, and other non- abillk at t of mm grade. unless otherwlw indicated. Bring the tape to the surface at various locations In order to provide connection pants for locating underground utl@ies. f +i Il 36. Co.- filter aggregate shall be a free draining mineral product, excluding crushed carbonate quarry rock, limestone, =.had concrete, and salvaged bituminous mixture. { -i• ) 37. The Engineer is not responsible for means, methods, safety, and sequencing. 1 =( 36. re^crrt. vevem.^t Tel.m^see: When the -..to he. hand.nsd su/fici.nty. check It w!th straightedge. Surface emoothnew dwlation, shall not exceed 1/4 inch (6 mm) i s:ax from the straightedge placed in any direction, including placement along and spanning any pavement joint edge. Immediately grind down with an app -d grinding ..:rte ! em chine s In a Mob shooing high spats or more then 1/4 Inch (6 mm) but not exceeding 1/2 inch (13 mm) to on lavation that will fall within the tolerance of a(6 1/4 inch mm) or lea . Remove and replace porement share the departure from the specified cross-section exceeds 1/2 inch (13 mm). i 39. Bih,mineue Pavement Tel.ronaer Check bituminous pavement surfaces with a 10 -Toot (3 -meter) straightedge. Remove and replace any part of the bituminous pwemenl I here the davlatton ,Is aurfox fiatnen In excess of 1/4 Inch (e mm). After compaction, the thickneas of each bituminous co ne shall be within plus or mina• 1/2 Inch (13 mm) of the thickness shown on the Pions Remove and replace any pat of the bituminous pavement that k constructed with less than the minimum required 20 0 20 40 thickness. 40. Peveme^t Allemment Tolerance: Lateral deviation from established alignment of the pavement edge shall not exceed plus or minus 0.10 foot (30 mm). Vertical deviation SCALE IN FEET rem established grade of the pavement shall not exceed plus or menu. 0.04 foot (13 mm) at any point 4350 Baker R=4 Suite 400 Minnetonka, MN 55343 952.897.7874 Fax: 952.897. 4350 Baker Road, Suite 400 Minnetonka, MN 55343 952.897.7850 Fa= 952.897.7. PRO ECT: SNAP PRINT HOPKINS, MN SHEEP: GRADING, DRAINAGE, UTILn AND EROSION CONTROL PLAN I HEREBY CERTIFY `HAT 7HIS PLAN, SPECIFIC OR REPORT WAS PREPARED BY ME OR UI ME OR UNDER MY DIRECT SUPERVISION THAT 1 AM A DULY LICENSED ENGINEER U THE LAWSCIF THE ATE OF MI tE50TA MIKE It. lZMER DATE: 9/9/13 REG. NM ISSUE / REVISION DATE ORIGINAL PLAN DATE 7/2 NEW SITOW 9/9, JDB: DRAWN BY: CHECKED BY: C I A N I T A R Y S E W E R: S I T E G R A D I N G : Plea: Un solid -ons, Sehadul b, ASN 02665 Polyvinyl Chloride (PJC) Plastic Pips /r all dsegnatd PVC N I N E M I L E C R E E K W A T E R S H E D N O T E S: sanitary sewer nMen. Joints for all sanitary w r shall how pwh-annJoints with el-tomeric gaskets. Usa f h 1. Ali erosion control me urn shown - the plans must be Installed prior to - ilk cement joints allowed Tor building -rvce Solvent ear wt joint. in PJC pipe sl Include a a primer which Is of ntivth color to the pips nd ement in ccordance with Minne•oto mmenc ment of gmdng operations and be maintained until en areas altered on the site hawebem r -tared. RWn, port 4715.0910, subpart Z Pipe with selverd cement joints shall be joined with PVC cement fam0or with the anticipated Its dillone. Morminq to ASN D2564. Ley all PJC pipe on continuous 9nnul°r bed. Installation must comply with Z If oft fan.. t. used, the bottom fop must be buried and the maximum allowable ASTM D2321. spacing between post. b 4 -foot n center, AM post. must bs either 2 -Inch x 2 -Inch _ Cl-nOfas: Instant h°nouts on all sanitary is n accordance with Minnmoto Rules part alaanout. rhorizonlol in Fine, Fine, hard. d, steel fence posts. R hay bales used, all below must be staked and reinforced on the downstream aids with anew fm,[.. 4715.1010. The distance between in shall not e,end 100 fast for pipe 4 -inch 3, At locations Mre newn work nett. to existing work. field verify isUnq ala -tions and gmd- prior to and aver In size. Chanouts shall be of the same n° incl sin - the pip- they rve. Include fret 3. Ali areas altered because of eWction must be restored with • d d disced .irons and concrete frame and pipe support Install a meter box frame and solid lid (Neenah R -1914-A, Ich, d, wood fiber blanket. or be hard urfaced within two weeks after completion or approved squaq over all deanouts. o<u construction. or no later than November 1, 2D13. 1Ls1(O9: Prenun last all saNtary sewer lines in ° rdanes with the Minnesota Rules part 4715.2820. Test 11-rd-11 4. Upon pletion of eai.Uuction and restoration of crops disturbed, the Contractor Is all fie.@Is -nitary sever lines for deflectlon after wet line has been Installed d backfIll has been In renponelble for the removal of all emdon control measures installed throughout the plan for at least 30 day.. No pipe shall exceed a deflection of 5%. If the test fans. make necessary napalm and mt-L project site. U- ANSI/AWWA CISI/A21.51 Thlekn . Claes 52 or Pressure Claes 350 Ductile Iran Pipe (DIP) with push -on joint. S. At all enVy. oy. onto the sit.. a rock fill dike being a ndnimum of two teat In Install a mater bas and ewer (Neenah R -1914-A or approved equal) over all PVC cleanout.. height and having maximum 'G ,.pe. f 41 m st be constructed. This rack If I Instal dstaraable underground marking tape directly above all pen, polyethylene. and other nonconductive dike III a bit eon.truetlm traffic to enter the site and also provide an emsion control facility. unlase eh[.rwfn Indicated. underground utllitln a, a depth d 457 m (18 inches) beim Mhhdcon >+ neo smao M rrxunwa twtoxnae :de, BHnq thetops to lh* rfoes at carious lac,ticr. In der to Provos .tion paints for IccaOnq S. Notify the NMCWD a minimum a 48 hours dor to commencement a construction. f1' P undsrgreund uUMm Install blue Rhin° TTM- Fla. Test Station, _ approved equal rlth block caps at seek wnocn Ixstlos ulnad s y. N dewaterin is amp pumps arc a p p waler�dionmust bsTle. discharged through an maim control facility prior to leaving consd s T A T E R D I S T R 1 9 U T 1 O N S Y S T E M Proper energy dissipation must be provided d the outlet of the pump system. Se„retlen 21 Water ,rd Rewe- Construct sewer and rater Men in accordance with Minnesota Rule., part B. Abandon and report misting on-site IIs and eepUc systems In accedanca with 4715.1710, subparts 2 nd 3. Provide a min m horizontal separation a 10 fed bwb won all toter and sewer Mo^ 0 Department of Health (MDH) nqulrommis. Provide tM NMCWD Ith a Well linos, including manhole, catch beat-, storm s sanitary seer, dmintils, or other potential wunews fa contaminotlon. Measure the -p.-I. distance fromtheul edge a the pipe to the outer edge d the Abandonment CerUlfieale, or certify In rrfting that them an no unabundoned wells on the property e :n1 "In... s (oder edge ofstrueturee, piping, etc.) At wai ands r e Ingo, the bottom of the reer pips located within tan feel a the point a ero.sinq must be t Isod 12 -Inch*. bow the top of the nw, When this le mol feaelble, the se.a pipe mdmi°I mud form to the requirements of Minn -ole Rules, part 4715.170, subpart 2E No joints or eon.-U.n. are allowed on the wri:ft er line hi. 10 -feel of the e.s.ing. W,termeln Death: Maintain 8 -feet of ewer over the to of tM ter Ones to tit• Mbhed limos. Verify lew8an S I T E G R A D I N G : of proposed and nitdoinq rater Onn sot ll dgly w lis. Instal the .dins lines at greater depths In der to storm re, flary sewers, other utilities a. required. Include cosh to ower water lines in the be- 1. VI•R the site. Become familiar Ith the Its and existingsite conditions Includes available sol port.. q hIsar id. Examine a0 local conditions at the site, and ae responsibility .s to the ass,m. gmdes, contours. and the chvmata of the earth. ed•Ung tondlUona, and other Items that may be encountered during camal,n work D'siaeetion• Dielnfeet all plaid aermains in accordance with AWWA Standard C551. R the tabid or continuous above or below �� .ting green. Review the tlrowing@ and specifcaUon. covering this .ork and become fed ethode used, dlinfed Ing with el that contains at least 50 ppm of mailable chlorin. In ....dance .Ruh, fam0or with the anticipated Its dillone. rith Ninn-ala part 4715.225D. Do not u the tabid lhd on lvenl-welded plastic r on ered-joint steel pip• bseouse of the dangers o/ N[. or explosion from the action of the jolts compound rlth Z Unlen otherwise noted, all propmed grades horn on finhhed grades. Finished grodow a pointe between the calcium h ° yp chlorRe. Retain the treated ter In the plpelim for a Inst 24 hours Measure the hlorine ape elevations r eontuure an determined by uniform elope belwaen the given gmdm. All proposed spot residual at the end of the 24 hour period. The free chlorine residual must be at lead 10 mg/1 measured at am, elw,Ums shown at curelin- ane to bottom of curb (gutterline) unless otherwoe Indicated. So den the Methods. Mue M-1 nt of then ehlodns co antmtion at regular Intervals shall be In accordance with 2. or us appmpriat. chlorine ted kit.. 3, At locations Mre newn work nett. to existing work. field verify isUnq ala -tions and gmd- prior to g beginning the new work. Match existing grads at construction limits. Work. DoperlmeM.t Nott est d `M1e arm bacteriological all water Ilna under the up•rvlalon d .h Clty pt.'ulo 1.0.11 2.4 y City al 1.011 24 rkfnq houre to any testing. Prenurin the lemne 4, Ramow all unsultabh material Ne sole, uneodrolled 011, debris, and nafuml o artificial obetruetiom In (organic ) poor 1034 -kPa (150 -Pei) gouge preswrc I.I. t the point a loweet elm Von) by ane of pump connected -Maintain the zona from 1 m (3.28 feet) below the finished subg.d. to finished eubg.d. In the proposed pavement Is the pipe in a a Usfadory manner. Inthe Leet pressure lar a minimum e 2 hours. Do not add water to °re0�' the .?,P. in oder to maintain the required pressure during the rater main pr -sure testing. The test section -Excavations of pipe la acceptable with a pressure drop of 14 kPa (2 pal) or les.. 5. Comply with the requirements or O.S.HA 29 CFR, Part 1926, Subpar P. and Trenches,' (www.o.ha.gw) U- ANSI/AWWA CISI/A21.51 Thlekn . Claes 52 or Pressure Claes 350 Ductile Iran Pipe (DIP) with push -on joint. 7Y for all watermain. Um only stainins steel bolls and nuts on all weernvin fittings, valves, and hydrant. 6. Construct all proposed sideslopes with grade. not .....ding 3:1 (3 horizontal to I vertical), unless oth.ml.. Polyethylene encasement is required on all ductile !run pipe. U- mechanical joint mAmInt doAces for joint restraint m all watermain bends homing a vertical or horizontal deflection of -1/2 degrees or greater, all valves, stubs, extensions, ten, trusses, plugs, all hydrant valves, and all hydrants in aacadance with City requirement.. Use 'Series 1100 Megaluq' manufactured by EB4A Imn In Eastland, Texas. or approvedequal, Intoned in oeeod-ce with manufacturers recommendation. for restraint on Ductile Imn Pipe. At of valve locations which require a 12' m smaller valve. Install gate volwe which are of the compression ..Tent noted (CRS) type. Usa American Flow Control's Series 25DO Ductile Iron Reslll,rt Wedge Gate Valva, or approved equal. Gate rplvmshall conlortn to AWWA C509. Install cost Iran n wive bconforming to ASN A45 at much valve bcaton. Vohs box- chap be the three-piece type rith 5-1/4' shalt.. Use Tyler 5950-G still No. 6 bone, or equivalent. Volvo bozo shall have a least 6' a adjuX-1 above and below finished grads. Dmp ween on v Ire boxes shall be round and bear the word 'WATER' east on the top. Use Tyler 8860-C •Stayput' town with extended okirt. or equivalent Fre hydrants shun be In accordance with the requirements of the local municipality. Do not conned hydmnt drains I* son" serere r storms a Do a locale hydrants 'thin 10 feet a sanitary sewers r Stam se m Whm piadng fin hydrontn in bc.tion. where the groundwater table Is Ins than 8 last below the ground surface, plug the hydrant drain hold and equip the hydrants with a tag staling the need for pumping after ase. 0. Do not conned new mtermolo to edstinq until the nm rater main Is pressure tested and disinfected. 1. Weennains and hydmnts must be Installed and operable before construction of the building start.. 2. Install °Iwe on both fin d domestic water services inside buflding before testing. Terminate fire riser and domestic riser with a thread -on flange, or a metheidcol Joint to range ,dopier. 3. Bring all site utlita. to 5' ..laid[. of the building nese with the nception of the water service. Extend water se ce into the building and up to the flange far the water meter. 4. Install detectobl. d[.ryround marking tape directly above an pen, polyethylene, and other no-ondudlve underground Wlhi- a a depth a 457.-, (1B inehn) beta. Mleh[.d gond[., union oth[.nW Indented. Bring the tops to the sudors at verioin " an in oder to provide correction polnt. for beating undergmund utilities. Install blue Rhine TrMew Flex T e Stations. r approved equal, with black tops at such eurfca[. location. S T O R M' D R A I N A G E: . 1. Uni-,. otherveme indicated, use reinforced, precv.q concrete maintenance helium and rotehbasfas conforrWina to ASN C476, fumishd with water stop mbber gaskets and precast bases. Joint. for all preeost malnt eanea heti .-Uon. MII have fined, Tubb, '0' -ring gaskets In accordance with ASTM 0923. The Inside bamal diameter .hall not be I... than 48 inch - 2. Install catohbosin c-Ungs TOP i with oPecified lop elewten e the hod rim. 3. An joints and connections in the atom smar system shall be gmtight w watertight in taccordence with Minnnoto Rules part 4715.0700. Approved rowlgent mbber joints pr wderstop gasket. must be used In order to make wvtertignt connections to mvnh,IM ealchbmine, and stirs strueturce. Cement mortar Joint. are not alloyed. 4. PVC Pfoac Un -Ild-eon, SDR -35, ASN D3034 Polyvinyl Chloride (PVC) Pip. far designated PVC Bonn sear [.ellen 4 to 15 -inch- In diameter. Use mold -cove, SDR -35, ASN F679 PoWnyl Chloride (PVC) pipe for designated PVC storm sewer aervfen 18 to 27 -Inches in diameter. Joint. fm all storm mww hall have push -on hints with eWAamMu gaskets. Use a solvent cement joints ' alleaed far building •Mesa. Solvent .-t joint. n PVC pips must Include use of a primer which Is ,f contmeUn9 rotor to the pipe and cement in accordance with Ml -..to Rules, part 4715.0810, • bpart Z tape with olvent cement joint. shall be joined with PVC cement conferring to ISN D2564. Loy an PVC pipe on a continuous granular bad. Installation must comply with ASN 02321. 5. J= Reinforced concrete pipe (RCP) and fittings shun confer to ASN C76. Design C, with circular relnloming far the clan of pipe specified. Use Clan N RCP for pipes 21' and larger. Use Gass V RCP for plpm IB' and ler. Joint* .hall be Bureau a Reclamation type R-4, with confined mblev 'O' ring gaskets in accordance rRh N 636 ASTM 5• 111210 a Test 11 portions of dorm ecru the are within 10 fast of bundings, within 10 fed ol boded .diet, Iinn, within 50 Ted d rater welb, r the pan through 11 or water identified being contaminated in a doom ith the kflnnndo Rulon pan 4715.2820. Ted on fiedbh stones ewer Ilnes for deft -tion aft the [.erns .nils has been Installed Ind backfill free been In place for a lead 30 day.. No pipe shall ..-d a ddlegon of SIL h the test fab, make nennary repai. and relmL 7. DncIrlUle: In gra mance with Minnesota Rules part 4715.2820, use perforated polyvinyl chloride PJC (ASTM 03034) or comgated 3733 Type tE ASTM on knRminek. 3-fnchn to 6-fnchn In diameter. Install dmintila with MnDOTyp goo p so B. Use Neenah R-3D67-DR/DL casting with cum box, or approvd equal, on CB 11, and CB 13. Coding shall include the ND DUMPING. DRAINS TO RMA.' environmental notice. 9. Use a Neenah R-1733 fmme with Type 'C' radial grale, or approved equal, on Cit 12, CS 14, CB 18, and CB 18. 10. Use Neenah Foundry Co. R-1642 doling th wiself-sealing, -lid, type B sed, or approved equal, on all at.- serer maint.nonce holes. Cow. shall bear the 'Sloan Sewer label. 11. Install dat.ctable underground marking top. diraetly above all pw, poyeth on.6 and other nan Bconductive underground Wntiw a a depth d 457 (16 Inches) below finished grad[., union otherwise Indicotd. ring the tap. to the surface a various locations In oder to provide connection points fns locating underground udi"is.! Install blue Rhino Thew Flex Test Stations, or approved equal, with block cape at -ah surface location. 17 Deprm. the top. of manh l.. and °aehb-ion ed in paved! °reps 0.5 inches (12.7 mmow ). Deprs the tope of all e Ichbmins In gvtterrinm 70 Inches (50.5 mm). The top elwaUons horn on the plan reflect the pavement elevation adjacent to the manhole er cachbasin, not the depressed ele-lion 13. In-loto ma dmin loodere that have len than 4 fast of cover. 14. Pipe shall be Installed in accordance with the facturer'[. mendaions. Thee pip* •haIt be laid with the ..told. laps of .1-noferenthil joint. pofntina up.tnam and with the longitudinal leas at the aide• at about the Indicated. 7. Provide positive dmidage away from buildings at all times B. Test mil the building and pavement areae in the presence of the Ged-Perform eehnfcal Enginr. Perfobass Preparation and test-Iling prior to curb and gutter construction, placing of gravel base, Bond/grovel sub -base, bituminous e,.onlred base, or plant mired bituminous base an aq street and pavement ams. Test roll the area between 3DO mm (12 Inchow) outside f the bock a the curbs on 'they side .1 the paved aro . Use a heavy pneumaUe-find roller, toed by wltoble tractive equipment. with two shawls spaced not Ian than 1,BDO mm (71 Inches) apart (transversely center to center), tire size equal to 18x24 or 1B.Z5 (18' wide) inflated to a pressure of 850 kPa (94 pal, and o gross m n of the roller sed I-,. then 135 metri. tons (14.9 tons) and not mon than 13.7 mwWe to (15.1 fens). Test mll the above specified are. in a m- much that each part of the amo comes In contact with one of the Gree at least Operate the hemy reilr at a speed of not Ins than 4 km/h (2-5 mph) and not more than 8 km/h (5 mph). Th, subgmde shall be considered and bla if, at the time that the heavy Toler panes mer the subgrads, the surface shows yielding or r,utting of mom than 50m (2 Inches), measured from the original surface to the bottom d the sed. Correct any [.aft spot. or dleplatemente rWch appear during the test rolling by-erifying, aerating or tering, end moomp-ting a required to obtain at°bllfty. or by [°voting b .ofd material and bockflilinq with material • itable for ban construction. Remora material such as v ;Ietotum, rubbish, large stones, pact and wet coy. Retest the am, vftw rorteelion. 9. Perform soil correction procedures and compaction in accordance with the sons report 10. Coordinate Inspection and approvd of a0 wbgrode. within the building and pavement areas .1the _11-Innicol Engineer. Coordinate Inspection and approval of all fill matedols prior to Placemml :,thin the building and pavement antes with the Cowl-hnical Ergfneer. Use only uncontaminated 011 material. I I. Conduct all grading operations in a manner that minimizes the potential for Its erosion. 12. Greats the site to the finished elw.tion. sh..n an the Pon. Import embankment aterial, or remove and dispose of excess + dion material as required, Provide .ode o e or deposal sites fm excess material 'neludng, but not limited to, exca td material broken secrete that isnot desirable to be incorpomtod Into th[. work Involved n this proJaat Dstarminoton a motorist Import and export quantities Is Soley the responsibility of lM Contractor and the cod a meeripl Import and apart is incidental to the contract. 13. Install high density poyethylna safety fence, 4 ft high.. Intam.Uonal oranges at the Drip Une or at the Critical Rmt Zone, whichever Is greater, of significant tees/woodlands to be preserved. 14. Fluid verify the elevation of the existing building's moor slob at the building expansion location prior to construction. I . 15, Toleronces: The completed wbgrode under stabs and pavement areas shall be compacted, free from Irregular surface changes, and fine-grodd not more than 15 mm (0.05 lest) above or below the specified subgmde dw°tian. Th. completed subgmde in other ores shall be compacted, hfrom Irregular surface g-,,anddttothan 30 rhm .10 fed) bore or below the elfied ubgmds .1_1110o. completed op °fto habe (0mpactd, free from irregular surface changes, and fine-gmdd not more than 16 mm (O.D5 fear) above or boor the opedfied finished grcde elev°tian. 16. Chao- equipment and work procadures that will not disturb the subgmde solle. Route construction traffic ..ay from fa.ndatidan an,. ad s p°wments and dabs In order to rninimlos soil disturbance. If the atruclon causes casrutting w l r types of equipment or methods'The g nbader h • lacy responsible ion the proper seloaion a construction equipment in odr to avoid CA: bfrg ,.oil on the ,.Re. 17. R h typical to abbreviate spot elevelor.. Owalione shown a. 12.8 or 171 arc undentod to mean 912.8 or 9171 mapeetlwly. INFILTRATION AREA: 1. Protect the infiltration area from compaction and 11stulbanm of existing sons. 7 Schedule the construction - that ntmolion of the Infiltration y5tom to find grads occurs after the ritributing dmlnege c • have been constructed and 11111 at.,b1ized. Eeccv to the infiltration s to .Rhin on foot of final gnade i fUallY. Delay final xe bon of the bemn fiver until all disturbed am.. tributary to the basin are stabilized. UUlze tmekd excavation equipment the has mlauvely light bearing Pressures. No heavy equipment le alloyed on the infiltration areas baro. r aftr wnefruauon. 3. Dennsote the location of Infiltmtion ar6m (e.g. with flogs, stokes, signs. wIft f d m, et.) before � begin. se that heavy unatn 111, equime pnt will net comped the eon In the csystem. 4. Use rigorous emdon prevention and sediment controle (e.g. diversion berm.) during the con.bcUon of the Infiltration system In order to keep sediment and meaff completely away from the Infiltration area. 5. Impact al Infiltration areae in oder to ensure that no sediment from ongolnq construction activity le re ehing the Infiltration areas and thatNese arae ore protected from compaction due to corotme8on equipment driving acmes the infiltration areas. B. Provide dual -ring inflltmmeter testing at the Infiltration dl[. In order too 'y Infiltration rata ed far the beef. design. Perform o minimum d 3 test t each Infiltration Its. The testa hag be preformed t the bottom slwation of the Infiltration basin and shall be preformed by a quonfied geotechnicalp.tenional. Do not begin construction to Roll type nd Infiltration note verification has been mods. Test must be observed by the City or Watershed District Coordinate testing with Stew Kummer, City of Maplewood (651)249-2481. 7. Coen@ fifer aggregate hall be a free draining mineral product, excluding cmehed carbonate quarry rock• limestone, cmahed conerets, and salvaged bituminous mi.tum. 8. After final grading, till the floor a the ionitroVon oma to a depth a a I-st 12 inches In oder to provide a :ell aerated, pomas ..do_ texture. 9. Place all ....voted materials dmnetm.. and may from the Infiltration area during and after exemption. S T 0 R M W A T E R P 0 L L U T 1 0 N P R E V E N T 1 0 N: 1. Install all temporary omsfm controlIncluding •lit fence at perimeter of construction, reek constmctlnn entrances, sediment filters, silt sacks, nand-ofmentotion basins 91j9L to beginning site clearing, grading, or other hind -disturbing activity. 2. Prior to beginning site clwdnp and gredng, protect an storm serer inlets that receive runoff from disturbed amos. In order to prevent sediment film entering the .corm sewer Yet... 1 all dorm a v Inlets that not needed for site drainage during eo.trucF n. Protest l other stem sewer i'ists by Inst.Ilinq diment control dwien, silt cocks, or staked elft fence. Strove bales r fabric under the grates are not ....ptable forms of Int Protection. Protect n- stones Inlets as they are pp.ted. Maintain stone sewer inlet pmtectim in place ntn all sources with potential wfar discharging to the inlets are W bifzed. y Aneroved Inlet Sediment Lent.l Davie-: a. Road Groin Top Slab Model RD 23 (fits rough opening for 2'x3' Inlet), Road Drol. Top Slab Model RD 27 (fit. rough opening for 27' Inlet), r Read Drain Tap Slab Model CG 3067 (fits Neenah Casting with 35 -1/4'.17 -3/4 - dimensions) manufactured by WIMCO, 799 Them Dries Shakopee, MN, 55379, Phone (952) 233-3055. b. SN Sock manufactured by ACF ENVIRONMENTAL. 2831 Cadwell Rood, Richmond, VA 23234, Phone (BDO) 448-3538. a InfmSae Sediment Control Barrier. Install geatntne seek on the outside of the banter In oder to tmp additional Mee. Standard formes are awflable to fit 24' to 30' diameter and VxY opening.. Distributed by ROYAL ENTERPRISES AMERICA, 30622 Forest Boulevard, Story, MN, 55079, Phone (851) 462-2130. d.Ridge Bag Rock Log. Use mak logs only for curb Inlet. after pavemerd ie in place. Manufactured by RED BARN RIDGE, 3135 County Road 135, Saint Cloud, MN, 35301, Phone (32D) 253-3744. 4. Caodlnats a meeting betweena pmsentoUw of the grading contractor. the Owner a the project, and the Watershed District staff in oder to revrcw theerosncontrol plan and the requirement. of the Watershed DIsWct prior to any work on the It.. Notify the WaterahadDisWct staff Immediately after the erosion central m m In Do net begin grading work until the Watershed District sluff approvow the installed .melon central map 5. Before beginning eonsWctlon, install o TEMPORARY ROCK CONSTRUCTION ENTRANCE at such point when vehicles soft the construction Bite. Use 25 mm (1 inch) to 50 mm (2 inch) diametermck. MNDOT StandardSpeelfic°tfon 3137 CA -1, CA -2, CA -3, or equal Clans Aggregate. Place the aggregate in a layer at least 152 mm (B Inches) thick acorn the entire width of the entrance. Extend the rock entrance at least IS m (50 feet) Into the construction Use a MNDOT Standard Spedficalon 3733 Type V Penneabh geee.ble fabric m terial beneath the °glmge. in oder to prevent migrationof on Into the mck Irom below. Maintain the an trance Io a c nddon that .in PQ iredClont se ofmneowg d protected by td,.nt onto emporary d ck cansbuctionProvide anetmncesdic p to all lng with c-stmeti- traffic. ons as B. Cleo. the wheels a construction whirl- In oder to remove soils before the whicles lave the construction Its. Wash vehicles only on an ome stabPzed with sons that drains Into an approved sediment trapping device. 7. Remove a6 so9B and ndments tracked or otherwise deposited onto adjacent property, pavement areas, aIdmalW, streets, d 1= Removal hag be done imerel i,telv ,fter trucking occurs d throughout the duration a the struc0on. Remowl may need b be done frequ wetly during the .ark day If trucking b a problem. Clean pound modwoy. by shmenng or ret -sweeping. Do net dry sweep. If necessary. scrape paved! -,feces in rd. to loon, compaeaof • domes aterial prior to sepinq. Haul +diment material to a suitable disposal are°. Sired washing h .]land any after sediment hos been removed by shweling or sweeping. 8. Avoid nammad of tm- and surface vegetation wherever passible. Schedule construction in oder to expose the _11 -It Practical ane of an at any ghron U... 9. Inspect all emsim and sediment control devia-, stabfnzd am,,. and Inntmb,..rel* dant basis N I.nd-disturbinq aah4y frac -aced. Thereafter, inspect a least o a -aid, bests until vsgstoUve cover until asta 1.hd. lnaped of erosion and sediment control devices, stabin-d areae, and InBRmV.. a. Rhin 24 heure after a mi fall event = than 0.5 Ineh- in 24 hours. Remove accumulated sediment deposit. from behind emelon and sediment nldavims as needed. Do not now sediment to occumulart. to a depth of mom than one-third of the height of the erosion and secriment control devices. Immediately replan deteriorated, damaged, rotted, or mining erosion control devices. Document Inspectoas and date,. f rainfall evete. Maintain o written log a all Inspection, intmance, and repair aalvlti- luted to sloes nddiment ntrd fadllU-. All nnfunctional DMPs must be repaired, replaced, or supplemented wUh functional BMPs rRhin 24 hours after zipfseovery, or as soon am field conditions allow access. 10. R dewatering Is required and sump pumps am wed, all pumped water must be discharged through an erosion ns•® setae osV control facility (temporary edimentation basin, grit chamber, aand filter, upflor chamber, hydro -cyclone, ,.avid l- /. Install dual -well, smooth Interior, eormgat.d high-den.lb poy.thylans (HOPE) at locations E) pips yct Indmt.d the plop. y .•� ��. �n fir. e wt -•t ••f -- - r.; r.••r.; r., -..• .MST a:.:: :... .+.: .41-•r:••. {y� .._�.y�.-fir�r- t[.� ted re-•ra�•,, .: alx IOW` -:!t �l _ OYAn r.ir,. T� + �• eM. e1 t.i ,.t '�Aae Nle .:.2..• wt ...k.or staked sihfence. 4 Buns,AI IM.sl t.w 17 Maintain all temporary erosion and sediment control devil- in Place until the contributing drolnoge e a hoe been 5. Water -tight IeIMe must be used a all connections ineludna stmelu.e, mini(had-wrfaced crew pored and vegetation established in gnow-pace). Repair eery rillinq, gully formation, 8. Lay all HDPE pipe on continuous granular bed. Installation must rnply with ASTM D2321. NI 13 's- - -s• •r ^ - e 7 • S T 0 R M W A T E R P 0 L L U T 1 0 N P R E V E N T 1 0 N: 1. Install all temporary omsfm controlIncluding •lit fence at perimeter of construction, reek constmctlnn entrances, sediment filters, silt sacks, nand-ofmentotion basins 91j9L to beginning site clearing, grading, or other hind -disturbing activity. 2. Prior to beginning site clwdnp and gredng, protect an storm serer inlets that receive runoff from disturbed amos. In order to prevent sediment film entering the .corm sewer Yet... 1 all dorm a v Inlets that not needed for site drainage during eo.trucF n. Protest l other stem sewer i'ists by Inst.Ilinq diment control dwien, silt cocks, or staked elft fence. Strove bales r fabric under the grates are not ....ptable forms of Int Protection. Protect n- stones Inlets as they are pp.ted. Maintain stone sewer inlet pmtectim in place ntn all sources with potential wfar discharging to the inlets are W bifzed. y Aneroved Inlet Sediment Lent.l Davie-: a. Road Groin Top Slab Model RD 23 (fits rough opening for 2'x3' Inlet), Road Drol. Top Slab Model RD 27 (fit. rough opening for 27' Inlet), r Read Drain Tap Slab Model CG 3067 (fits Neenah Casting with 35 -1/4'.17 -3/4 - dimensions) manufactured by WIMCO, 799 Them Dries Shakopee, MN, 55379, Phone (952) 233-3055. b. SN Sock manufactured by ACF ENVIRONMENTAL. 2831 Cadwell Rood, Richmond, VA 23234, Phone (BDO) 448-3538. a InfmSae Sediment Control Barrier. Install geatntne seek on the outside of the banter In oder to tmp additional Mee. Standard formes are awflable to fit 24' to 30' diameter and VxY opening.. Distributed by ROYAL ENTERPRISES AMERICA, 30622 Forest Boulevard, Story, MN, 55079, Phone (851) 462-2130. d.Ridge Bag Rock Log. Use mak logs only for curb Inlet. after pavemerd ie in place. Manufactured by RED BARN RIDGE, 3135 County Road 135, Saint Cloud, MN, 35301, Phone (32D) 253-3744. 4. Caodlnats a meeting betweena pmsentoUw of the grading contractor. the Owner a the project, and the Watershed District staff in oder to revrcw theerosncontrol plan and the requirement. of the Watershed DIsWct prior to any work on the It.. Notify the WaterahadDisWct staff Immediately after the erosion central m m In Do net begin grading work until the Watershed District sluff approvow the installed .melon central map 5. Before beginning eonsWctlon, install o TEMPORARY ROCK CONSTRUCTION ENTRANCE at such point when vehicles soft the construction Bite. Use 25 mm (1 inch) to 50 mm (2 inch) diametermck. MNDOT StandardSpeelfic°tfon 3137 CA -1, CA -2, CA -3, or equal Clans Aggregate. Place the aggregate in a layer at least 152 mm (B Inches) thick acorn the entire width of the entrance. Extend the rock entrance at least IS m (50 feet) Into the construction Use a MNDOT Standard Spedficalon 3733 Type V Penneabh geee.ble fabric m terial beneath the °glmge. in oder to prevent migrationof on Into the mck Irom below. Maintain the an trance Io a c nddon that .in PQ iredClont se ofmneowg d protected by td,.nt onto emporary d ck cansbuctionProvide anetmncesdic p to all lng with c-stmeti- traffic. ons as B. Cleo. the wheels a construction whirl- In oder to remove soils before the whicles lave the construction Its. Wash vehicles only on an ome stabPzed with sons that drains Into an approved sediment trapping device. 7. Remove a6 so9B and ndments tracked or otherwise deposited onto adjacent property, pavement areas, aIdmalW, streets, d 1= Removal hag be done imerel i,telv ,fter trucking occurs d throughout the duration a the struc0on. Remowl may need b be done frequ wetly during the .ark day If trucking b a problem. Clean pound modwoy. by shmenng or ret -sweeping. Do net dry sweep. If necessary. scrape paved! -,feces in rd. to loon, compaeaof • domes aterial prior to sepinq. Haul +diment material to a suitable disposal are°. Sired washing h .]land any after sediment hos been removed by shweling or sweeping. 8. Avoid nammad of tm- and surface vegetation wherever passible. Schedule construction in oder to expose the _11 -It Practical ane of an at any ghron U... 9. Inspect all emsim and sediment control devia-, stabfnzd am,,. and Inntmb,..rel* dant basis N I.nd-disturbinq aah4y frac -aced. Thereafter, inspect a least o a -aid, bests until vsgstoUve cover until asta 1.hd. lnaped of erosion and sediment control devices, stabin-d areae, and InBRmV.. a. Rhin 24 heure after a mi fall event = than 0.5 Ineh- in 24 hours. Remove accumulated sediment deposit. from behind emelon and sediment nldavims as needed. Do not now sediment to occumulart. to a depth of mom than one-third of the height of the erosion and secriment control devices. Immediately replan deteriorated, damaged, rotted, or mining erosion control devices. Document Inspectoas and date,. f rainfall evete. Maintain o written log a all Inspection, intmance, and repair aalvlti- luted to sloes nddiment ntrd fadllU-. All nnfunctional DMPs must be repaired, replaced, or supplemented wUh functional BMPs rRhin 24 hours after zipfseovery, or as soon am field conditions allow access. 10. R dewatering Is required and sump pumps am wed, all pumped water must be discharged through an erosion ns•® setae osV control facility (temporary edimentation basin, grit chamber, aand filter, upflor chamber, hydro -cyclone, ,.avid l- /. Install dual -well, smooth Interior, eormgat.d high-den.lb poy.thylans (HOPE) at locations E) pips yct Indmt.d the plop. �:• ,:.r ,, .MST a:.:: :... .+.: ^ : • tr is![ .: alx IOW` `..a¢ ]u�nN _ OYAn r.ir,. T� + �• eM. e1 t.i ,.t '�Aae Nle .:.2..• wt ...k.or staked sihfence. 4 Buns,AI IM.sl t.w 17 Maintain all temporary erosion and sediment control devil- in Place until the contributing drolnoge e a hoe been 5. Water -tight IeIMe must be used a all connections ineludna stmelu.e, mini(had-wrfaced crew pored and vegetation established in gnow-pace). Repair eery rillinq, gully formation, 8. Lay all HDPE pipe on continuous granular bed. Installation must rnply with ASTM D2321. NI sono w ,a _40 • •re m��sunma, sew. -toe no nbiodegrodable emdon and sediment coaml devices and any a mulated sediments. Dispme-of off site. Rest,. permanent sedimentation basins to their design condition immetlltely following stabilization of the site. w ®tOrr.z rune =_ ' sus, mon�o[ KAnes Ie�Nai aa, w ora r umMm aaJerr' ileo 1e61ae. ae,�m etas ..CWT[ A,a worm rllrlioia tames 13. Clean sedimentation basins, sterm -ova cachbosins, ditches. and other drainage facilities a. required in order to 9+ 9p 7Y aintain their effectiveness. Temporary and permanent sedimentation basins must be drained and the esdmml somr r xmrs .aII:f .Asea gMMAAa m1 lttRerA Su LL 6 A Cr ,A tmuw Imre x raAsbina• ss- 1t.) RAsn to,ell >+ neo smao M rrxunwa twtoxnae diechorged thmugh o sediment control fomTlyo(temporary sedimentation besin, grit chamber, sand filter, upflow i mm (] em7 4.m mm (iV q �ioa oars mm pie 2M 1. SUMPED CB /4 AND UNDERGROl1ND INFILTRATION BASIN S T 0 R M W A T E R P 0 L L U T 1 0 N P R E V E N T 1 0 N: 1. Install all temporary omsfm controlIncluding •lit fence at perimeter of construction, reek constmctlnn entrances, sediment filters, silt sacks, nand-ofmentotion basins 91j9L to beginning site clearing, grading, or other hind -disturbing activity. 2. Prior to beginning site clwdnp and gredng, protect an storm serer inlets that receive runoff from disturbed amos. In order to prevent sediment film entering the .corm sewer Yet... 1 all dorm a v Inlets that not needed for site drainage during eo.trucF n. Protest l other stem sewer i'ists by Inst.Ilinq diment control dwien, silt cocks, or staked elft fence. Strove bales r fabric under the grates are not ....ptable forms of Int Protection. Protect n- stones Inlets as they are pp.ted. Maintain stone sewer inlet pmtectim in place ntn all sources with potential wfar discharging to the inlets are W bifzed. y Aneroved Inlet Sediment Lent.l Davie-: a. Road Groin Top Slab Model RD 23 (fits rough opening for 2'x3' Inlet), Road Drol. Top Slab Model RD 27 (fit. rough opening for 27' Inlet), r Read Drain Tap Slab Model CG 3067 (fits Neenah Casting with 35 -1/4'.17 -3/4 - dimensions) manufactured by WIMCO, 799 Them Dries Shakopee, MN, 55379, Phone (952) 233-3055. b. SN Sock manufactured by ACF ENVIRONMENTAL. 2831 Cadwell Rood, Richmond, VA 23234, Phone (BDO) 448-3538. a InfmSae Sediment Control Barrier. Install geatntne seek on the outside of the banter In oder to tmp additional Mee. Standard formes are awflable to fit 24' to 30' diameter and VxY opening.. Distributed by ROYAL ENTERPRISES AMERICA, 30622 Forest Boulevard, Story, MN, 55079, Phone (851) 462-2130. d.Ridge Bag Rock Log. Use mak logs only for curb Inlet. after pavemerd ie in place. Manufactured by RED BARN RIDGE, 3135 County Road 135, Saint Cloud, MN, 35301, Phone (32D) 253-3744. 4. Caodlnats a meeting betweena pmsentoUw of the grading contractor. the Owner a the project, and the Watershed District staff in oder to revrcw theerosncontrol plan and the requirement. of the Watershed DIsWct prior to any work on the It.. Notify the WaterahadDisWct staff Immediately after the erosion central m m In Do net begin grading work until the Watershed District sluff approvow the installed .melon central map 5. Before beginning eonsWctlon, install o TEMPORARY ROCK CONSTRUCTION ENTRANCE at such point when vehicles soft the construction Bite. Use 25 mm (1 inch) to 50 mm (2 inch) diametermck. MNDOT StandardSpeelfic°tfon 3137 CA -1, CA -2, CA -3, or equal Clans Aggregate. Place the aggregate in a layer at least 152 mm (B Inches) thick acorn the entire width of the entrance. Extend the rock entrance at least IS m (50 feet) Into the construction Use a MNDOT Standard Spedficalon 3733 Type V Penneabh geee.ble fabric m terial beneath the °glmge. in oder to prevent migrationof on Into the mck Irom below. Maintain the an trance Io a c nddon that .in PQ iredClont se ofmneowg d protected by td,.nt onto emporary d ck cansbuctionProvide anetmncesdic p to all lng with c-stmeti- traffic. ons as B. Cleo. the wheels a construction whirl- In oder to remove soils before the whicles lave the construction Its. Wash vehicles only on an ome stabPzed with sons that drains Into an approved sediment trapping device. 7. Remove a6 so9B and ndments tracked or otherwise deposited onto adjacent property, pavement areas, aIdmalW, streets, d 1= Removal hag be done imerel i,telv ,fter trucking occurs d throughout the duration a the struc0on. Remowl may need b be done frequ wetly during the .ark day If trucking b a problem. Clean pound modwoy. by shmenng or ret -sweeping. Do net dry sweep. If necessary. scrape paved! -,feces in rd. to loon, compaeaof • domes aterial prior to sepinq. Haul +diment material to a suitable disposal are°. Sired washing h .]land any after sediment hos been removed by shweling or sweeping. 8. Avoid nammad of tm- and surface vegetation wherever passible. Schedule construction in oder to expose the _11 -It Practical ane of an at any ghron U... 9. Inspect all emsim and sediment control devia-, stabfnzd am,,. and Inntmb,..rel* dant basis N I.nd-disturbinq aah4y frac -aced. Thereafter, inspect a least o a -aid, bests until vsgstoUve cover until asta 1.hd. lnaped of erosion and sediment control devices, stabin-d areae, and InBRmV.. a. Rhin 24 heure after a mi fall event = than 0.5 Ineh- in 24 hours. Remove accumulated sediment deposit. from behind emelon and sediment nldavims as needed. Do not now sediment to occumulart. to a depth of mom than one-third of the height of the erosion and secriment control devices. Immediately replan deteriorated, damaged, rotted, or mining erosion control devices. Document Inspectoas and date,. f rainfall evete. Maintain o written log a all Inspection, intmance, and repair aalvlti- luted to sloes nddiment ntrd fadllU-. All nnfunctional DMPs must be repaired, replaced, or supplemented wUh functional BMPs rRhin 24 hours after zipfseovery, or as soon am field conditions allow access. 10. R dewatering Is required and sump pumps am wed, all pumped water must be discharged through an erosion H D P E R E 0 U I R E M E N T 5 : control facility (temporary edimentation basin, grit chamber, aand filter, upflor chamber, hydro -cyclone, ,.avid l- /. Install dual -well, smooth Interior, eormgat.d high-den.lb poy.thylans (HOPE) at locations E) pips trate dnct*ring bag o other appropriats facility) prior to leaving the construction site. Pmper energy Indmt.d the plop. dissipation must be provided at the outlet a the pump system. 11. Install siltfenem, or other effective sediment controls, a and all tompa.ry soil stockpiles. Lee to n or din 2. Dual -wall, moolh Interior, gated high-density polywtMl ns (HDPE) pipe shall conform to tM stockpiles containing mon than 10 cubic yade of matadal such that the dowrolope drainage length Is no less than requirements of AASHTO M252 for pipe eines 4 -inch to 1 Inch diameter. e m (25 feet) from the lm f the yce to a roodray or dmfn,ge channel. If ming for mo. than seven days, [.tabiliza the stockpiles by mulehinq, getativs cover, tarps, or atha m Control sic from II storUq,len by eeoneWeOon 3. Dual -wall, smooth intariv orrugot d highlrouy poyethylens (HDPE) pips shall canform to the pladnq fit fenas banfen around the piles. During steed npoir, ewer sob or do stockpiles to -led requirements of ASN F2308 for pipe dzn 12-Ineh to BO -inch diameter. closer than 8m (25 fed) to a roadway or dminage channel with tarps, and protect storm serer Inlet. with slit 4. Al fittings must comply with ASN Standard D3212. ...k.or staked sihfence. 17 Maintain all temporary erosion and sediment control devil- in Place until the contributing drolnoge e a hoe been 5. Water -tight IeIMe must be used a all connections ineludna stmelu.e, mini(had-wrfaced crew pored and vegetation established in gnow-pace). Repair eery rillinq, gully formation, 8. Lay all HDPE pipe on continuous granular bed. Installation must rnply with ASTM D2321. NI or washouts. After Mal •at, 11.hment of permanent stabirizdior, rem II lsmporory synthetic, sWetu.l, and motion. a the canugated HDPE pipe shall be coupled in order to provide water tight joint.. no nbiodegrodable emdon and sediment coaml devices and any a mulated sediments. Dispme-of off site. Rest,. permanent sedimentation basins to their design condition immetlltely following stabilization of the site. 7. Perform deflection teals n all HDPE pipe after the sewer lines have been Installed and ba.kflll has been In P . or IFood ^ 0 doge. plp..hall -..ad ac a 51. R test 13. Clean sedimentation basins, sterm -ova cachbosins, ditches. and other drainage facilities a. required in order to 9+ 9p deflection rs theme tale, ken ry poi. d porton. the test again until acceptable. Supply the aintain their effectiveness. Temporary and permanent sedimentation basins must be drained and the esdmml mandrel for deflection testing. If the de ..U.n test b to be run using a rigid ball or mandrel. It .hall wed when the depth f sediment conset.d In the basin reaches 1/2 of the stoeigs volume. Drainage and removal have diameter eq I to 95S of the inside diameter a the pipe. The ball r mandrel shall be must be completed within 72 hours, os won .a field condidRma allow access. Water must be dearly stamped with the diameter. Perfomn the tests without mechanical pulling do,*.-. diechorged thmugh o sediment control fomTlyo(temporary sedimentation besin, grit chamber, sand filter, upflow 4350 Baker Road, Suite 400 Minnetonka, MN 55343 952.897.7874 Fax: 952.897 4350 Baker Road, Suite 400 Minnetonka, MN 55343 952.897.7850 Far: 952.997.; I i�l CONSULTING CIVIL ENGINEERS mels NE.eR. AVENUE aIWN OOG11 MINNESOTA TA 1052)Be1JHA TELEPHONE E IBe'q FAR undecA wwsd.aa.rnm PRO F_CT: SNAP PRINT HOPKINS, AIN S1EEr: NOTES AND DETAI I HEREBY CERTIFY THAT THIS PUN, SPEOFlI OR REPORT WAS PREPARED BY ME OR U ME OR UNDER MY DIRECT SUPERVISION THAT I AM A DULY LICENSED ENGINEER U 7}E LAWS OF THE MINNESOTA. !A MIKE R KErm DATE 9/9/13 REG NO. ISSUE /R DAP GPoGMAL PUN DATE 7/2 NEW SITEPLAN 9/9 JOB: DRAWN BW CHECKED BY: