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4. SPSR 09-03-2010Page 1/2 UnitedHealth Group: NTC1 Building Expansion Project Narrative City of Elk River -Site Plan Review UnitedHealth Group: Next Technology Center 1 Building Expansion Project Narrative August 30, 2010 The applicant is herby submitting the required documents and respectfully requests approval of the Site Plan by the City of Elk River. Applicant UnitedHealth Group (UHG) is a diversified health and well-being company dedicated to Background and making the health care system work better. UHG, headquartered in Minnesota, operates in Reason for all 50 states and internationally. UHG's common stock is traded on the New York Stock Expansion Exchange under the symbol UNH. Continued growth of UHG businesses has resulted in the need for additional data processing capacity at their Elk River data center, known as Next Technology Center 1 (NTCI). The existing data center was completed in 2008 and was master planned for future expansion by adding two raised floor "modules" to house additional computer gear. With the addition of these modules the facility will be at its ultimate master planned design capacity. Proposed The purpose of this expansion project is to create an additional 50,766 square feet to house Expansion Scope additional computer systems that are critical in handling the vast quantity of digital information that UHG processes in support of business operations. With the proposed expansion, the total facility area will be 234,131 square feet. Along with adding building area, the expansion will add (2) new diesel fired back-up generators, and (2) chillers and evaporative cooling towers to match the existing equipment in place. The quantity of diesel fuel storage and chilled water storage (TES tank) will not change. Since this expansion will not warrant any additional staff, there will be no modifications to any existing employee work or meeting spaces. Compatibility with The proposed expansion will not change the functional use of the existing facility, it will surrounding only add additional space and capacity. The applicant UHG, Target Corporation and properties Sherburne County have an existing Declaration Agreement that requires each party to obtain the approval of the other parties for any improvements made by the other. Sherburne County has granted their approval for UHG's expansion plans as described in this submittal. UHG is pursuing Target's approval, and expects it imminently. Development At present, the expansion of the NTC1 facility is scheduled to begin construction after Schedule applicable building permits are obtained in October 2010, and be completed by December 1, 2011. Hours of With this expansion, the NTC1 facility hours of operations will not change from what it has Qperation been for the past 2 years. The facility will operate 24 hours a day, 7 days a week, every day of the year. Anticipated The proposed expansion will only increase area and provisions for computer equipment and Building the supporting power and cooling infrastructure. The occupancy counts will not be Occupancy increased as a result of this proposed expansion. Page 2/2 UnitedHealth Group: NTCt Building Expansion Project Narrative Vehicle Parking The existing improvements include 60 parking spaces and proof of additional 129 parking Provisions spaces. To date the existing 60 parking spaces have proven to be adequate. Since the proposed expansion will not change the building population or parking demands, no changes or additions to the existing parking provisions will be needed. However, with the proposed building expansion, 63 of the 129 original proof of parking spaces will be lost for a total of 66 proof of additional parking spaces remaining. Anticipated Traffic The proposed expansion will not alter the traffic patters or volume experienced over the past years of operations. Exterior Lighting The existing exterior lighting will not change, except for relocating the vehicle ring road drive lighting along the north side of the building to accommodate the building expansion. Site Coverage & With the proposed expansion, the impervious site coverage area would be 434,035 square Landscaping feet over the 892,735 total lot area for a ratio of 48.6%. The proposed expansion will not require removal of any of the existing landscape material. The landscape plan proposes additional overstory, ornamental, and conifer trees on the berm along Business Center Drive. The palette of plant materials already utilized on site is being expanded to the north edge of the site. The new trees are being placed within the existing planting to create a continuous band of plants along Business Center Drive. Stormwater UHG's Civil Engineer RL,k has concluded that the existing stormwater management system is properly sized to accommodate the proposed expansion. The rise in the water elevation of a couple of tenths in the pond due to the proposed building expansion do not negatively impact the existing pond design, on site or off site operations or diminish the rate control or water quality functions. Building Materials The proposed expansion will be consistent with the existing building by utilize the same type, color, and articulation of materials, including architectural precast concrete wall panels and super structure. Signage There will be no changes or additions to the. existing signage. Outdoor Storage The proposed expansion will add (2) evaporative cooling towers in the existing screened exterior yard. No other changes to outdoor storage areas will be made. for ISSUES / REVI IONS Site, Grading, Drainage., Erosion Control, ~ p ~~ 9~~ Streets, Utilities and Landscaping for NEXT TECHNOLOGY CENTER 1 BUILDING EXPANSION 14100 Business Center Drive Elk River, Minnesota FILE COPY ' '9 BU17ftk9l ~Pn~d1 ~ ~. j ~ -- ~I ~. ..y~gid Alva h I SI TE ^ _ ~ A7 ~ ~ ~ ,~ , s z ~ -- - -- U -- , I - _ ~ ~~~ c' ~i iii ~ iand r rt~_ _ ~ I Missivs~p~iR~Hq~J ~ - ~-. 9n i -?~ ~ `~ m 1-{~St 1;tN L i ~ ~ o 1 c \ L7 }: U1 Z + «~ (' _ .. : L~ i ~i '~, Y I ~ I - ` .. ni I ` = ? e..` ~ ~4~, li ~I I I ;~ I li, ,~g;yn~ltu~ ,-I', (i~ , a° 7q7~ ~ ~ 1' ~~i~ ~-~ qti~~ I ...~r~ ~ ~y ~' . -.. ~~,~ ~ :~ ~n ~~ ~ +~u,. ~ ,'~i ~~ ~e~yl,~He1 3 Y~`~4' ~ } NK *, w ~•lh tF R pj~, 1 ~ '9~ Nyy i ~ ~, LOCATION MAP DATE RECEIVED _ ~l~rlr SHEET INDEX SHEET DESCRIPTION C1 TITLE SHEET C2 TOPOGRAPHIC SURVEY C3 PRELIMINARY REMOVALS PLAN C4 PRELIMINARY OVERALL SITE PLAN C5 PRELIMINARY SITE AND LANDSCAPE PLAN C6 PRELIMINARY GRADING AND STORMWATER POLLUTION PREVENTION PLAN. \ C7 STORMWATER POLLUTION PREVENTION DETAILS C8 PRELIMINARY UTILITY PLAN C9 GENERAL DETAILS A02.01 FLOOR PLAN A05.01 ELEVATIONS A05.02 ELEVATIONS z ~Q w o a ~ U c~ }Qz ~~ ~~ . oW ~ ~~ Z W z ~ = , U~~ ,~ WJY J mw X W z yp,~~ py~ >~coxBeS.d88 6110 BAe Cu~~a 11p w ~~ta,n,»ssxi em, ~ ~ zvaarnn e~. ra ~a3 us1 w.d Mmnevmkq MN. flibdng MN OuLrth, M!v RLK PRN pZd70.150M TITLE SHEET JOB: - DATE: 8!30!10 SHEET: ` I _._ __ --.~-----~_~'' ~ ~_- w -- - __ - _ - -- __ _ - - _ _____ ,. as ~.. -,o ..: a _ ra - -- ~` ,~ ~p ... ~,~ _F ,~ ~ ~ _ ;'~, ~ . 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DRAwN ~ dword J. otk III ~ Phnnc•'152 /)J 0772 Fax• Y52 )331153 www dtwe~am 8 77 2070 CNEDNED 43810 . !-- DATE LIC. N0. 6110 Blue Ciecle Drive . Suim 100 • Mlmemnka, MN 55343 _J i I /~ / x J X o ~ ~ ~ ,~ / ~ //.~ i Q s 4.:# 4a (X L .. .gyp?»/, . KF n_, ^' ~ .r b / 'E 85'_5' ~~ `~ , 1 °/ ~ o~ 1 nc -~20 'I:Ia g r ~ N`W3F1 lN.. e CURR ALTO GUTTER - i i0 DE REMOVEQ ~ n / i ~ i BEGIN CURB RENOVAL ~ I AT'ENO RADIUS _ F ~I%`~ gN28 AND faT1ER r' ~' ro REUay' - ~ ~i_ _ __.I~ d-» ~. 0 ~w , I REuOVE Sw0 REPLACE ~ SIDEWALIj CURB AND - - - PAYEMFf4T A$ NECESSARY __ _ x FOR $,MER CONNECRON _ _ _ _ f _ ~ _ I V ) _ - _ _ o- /~j ~~ ,. ~ ~ sawcuT BITIAdNgis 2A' FROM LIP ~ ClIRB~ ~cc\ id BE REMOVED CP..NH << L 44 1 _b I- 1 III I \ ) i '3 \ - REU04E WAIERMaN TD TEF ; cc ~1 ` ;~t\ - SALVAGE HYORNVT @ VAL1£ {PLACE BLAID FLANGE AT TEF) i \ , J ... . REUOVE UGNT PDLE BASE r n , , ~ SALVAGE LIGHT PC/E {TYP) I! I ri..nOa.iC ^ _ - _ (V - .. -. _. A ._.~. __ _ 29-~E~MCFE __ fl SSY ___. c aae AND GA1TT1 m - ro REMaN » » - SA WCUT DITUNINWSJ y FRC« Eno RArnus , Ec r - - / ' j ~~ ~_ , 1 I ~ . ~ ~$~ t R 0' 3 ' - ~rvsur «~ ' N l lr = J // / / 1 r ,v$. R...~ :5 STORM SEVER PIPES AND $TRUCNRES TO BE REMOYEO IlP4M _. ,__ i s / R TO STRUCTURAL PLANS BUYAWC DEMO INFORNABON Exlstinq Concrete Bmlding 189,914 sq. ft. 14100 Business Center Dr, Elk River, MN FFE=9fl2.5 REMOVAL NOTES CONTRACTOR SHALL FIELD YfRIFY LOCATIONS AND ELEVATIONS OF EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADRJC. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER Of 075CREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. I, CONTACT "GOPHER STATE ONE CALL" (b51-454-0002) FOR UTILITY LOCATIONS, 48 HOURS PRfOR TO EXCAVATION. All EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO i REMOVALS. NORTH CONTRACTOt TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES i A$ NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NOTED ON 0 a0 BO PLANS. ALL PERMITS, APPLICATIONS AND fEES ARE THE RESPONSIBILITY Of THE CONTRACTOR. SCALE IN FEET ro+,.r"4.02 r_'~~ 5i RE=93+^. ~Ei[)=5X3:U {iEV<)=589.5; 9Ma R f 5 I~:$f FSI. 5 id r" 9N 7, f '2 A.: cJ 9 H dYt -- 0.8a f f .9~0 ~,~ ' sfi NCPE t HMy t-8 F"'R1 F:TH \ ~'A~~Ati~ 'f H d9 o-r• - I ~1 I DESGRDtIIX4 W Z~Q o a VcA r y V ~ ^~^ Z LL O W ~ ~ y /~~y / lJ id Z - •~ V mw X W Z / E. ~ f~.r~ / ~f J . H E ~':: ~° ~ 4Nmxroanxeo / ~ 6110 B1 ("d Dar; Swre LW ' E~ ~ ~ Ma b,MN 5534} / { ' 'a'1" [To~.95a933 U9Te Pi 9529731153 e~ ^y', _ Hamm Mmremda,MN LGb6'vu, tAJ Dululh,MN ~.: f~y~}~X r '~. f -~ ~ Y v t,, ~ r [ S ~ ..' RLRARQIl2010.750d7 ~~~ t ~ i X . a ~ 1; E R 'a l ~ :V ~I 1 M:tiy MPry uwl 7MS ow, .ae arowm ey «w~x. my a:al awa:m oro Inm+. e SJy Limttd ProlasioM E~gmm wCC 1ne brs of IM1e 9Ws of MMnemin LEGEND REMOVAL EXISTING CWR k Wi'fEw &NwxW5 PA1LYENi f SLgN sENFA -»- -»- sroRM uANxa[ O O waEgw.w - i - - I --- rNE xttlgwr w/ VKtE p. 0^^ ud+r.Patt 0 t SAwgii !RQ u1P15 Or pSRQBM'CE ao~ L. x~,wlsl OAk .___ - UC. N0. 11619_ PRELIMINARY REMOVALS PLAN JOB: - DATE: 8!30!10 SHEET: ~~ ~- . I \ I A~ !o ~~_ ~ :S 1 RE=c9i:.42 IE= 53 Eu saa NH k I =85F..:T I ; {upesi 5, i E {E+=9fi.E~ iC.lSi= 19E~' -- -- P;t-fA IE=535 91 ~- -~- ~~ 'tIt W' Spn lL/ ~% TES-`=.A E=&;n.5 OIS i.~~ F,E~:55:.92 k_-85~i.35 ~'~ BvsINE.ss -® CENTE~Z _ DRIVE - >--o-->- ---------" E 5,,tt +`a k un ) fE 54£i t P --'YES e' ®:.:fw1 R5~.5: I ---- I -- I _'gg- I ---1 - aP ,) I f (..., ~ ,.... E.. ~qi=fib-- i -- 1 -_'-_ I Ff <- ?0 E=889.:+0 ~~~ :b ~r b ~~ ..~ fgN+i 1 APPROIONATE !ARTS +'RNi i- .s r n aE 8 A OF pSTURBMII:E RE 89 5 Er b9 7- I r . ". G .0 " H W~ 8.270 .... "........ E{o- 8'>W.a(i FTF A9C.al1' • , • • • • S 900 n ocsa~nca I aArt Z O Q W o a ~n U >-Qw .~ c7aZ ~ v ~W~ ~ ~~~ Z = > '~ U 0 ~ ~ WJY ~~J ~"m(~ X W Z 1 \ ~~ gg ~~ p ~.aA~. IN~CQItPOBA1/'fi/D V 611(1 Bloc Circle Dnv2 ~RtW Minmiwkv, R4J 553tl P6onc pS29J31N72 Par. 952 Y33I75) mrmmcrna Mumemilk; MNw (1ib6ing MN Ddud.MN PIKPROJ p20761'AM t nntr aauh may my qm w wevaaa ey o« a ama my ar<n .w~ aee mat { oa a aay ua~a aw~p aaaa me kwe a1 me Slak al Wammte JeHerY R. MleetmdM _-_-__.___ p,1iE - LIC. N9. 4bitl _ PRELIMINARY OVERALL SITE PLAN ~,~, JaB: - DATE: 8130110 SCALE iN FEET SHEET: ~~ ~, /p~ /AV /~91 \`' - . JJ V AJ•11v~.AJ.A~. (jL'F 1V 1 L' lS PLANT SCHEDULE DESCIMTION I HATE I ~/ O I / /~, EbSRNO >! ~TYHCAL °A 1 ~ ~ ~ ii ~ mw~ 1 ~ " N80' 1 I } ~~y_____ e 1 ~ " a i _ _ ~2 ~~ -- I ~~e ~:_-__ _ _ ~. ~~-: e ~... r a~~->y -- - _ _ - 9~ `- !-~ ___-- -PROOF Of . + _ PARIfINC ~~ ..... .1. Via, _ _ _ __ ,__--_ _ ...~A 3 .____ _ P f ~ ~1 o- LANDSCAPE NOTES ALL TREES NOT IN PLANTRIG BEDS T4 RECEIVE SHREDDED HARDYRHIO MULCH RINGS W1TN A MIN. OF 3' IN DlA. a"X 5" STEEL EGGING SHALL SEPARATE ALL SOD AND ROCK MULCH AREAS WHERE SHRUBS AND MULCH MEET SOD, REFER TO LANDSCAPE DETAIL SHEET FOR GENERAL PLANING NOTES, IRRIGATION NOTES AND PLANTING DETAILS. ALL OPEN SPACE NOT IN PARKING LOT ISLANDS OR PLANTERS TO BE SODDED UNLESS NOTED. MAINTENANCE STRIP OF 5' YADTH SHAll MIRROR THE PERIMETER OF THE BUILDING CONTAINING 3" THICKNESS OF 1 3/A" BUFF LIMESTONE ROCK MULCH OVER LANDSCAPE FADRIC UNLESS OTHERWISE NOTED. CITY CODE REWIRES SOD AREAS ADJACENT TO RIGHT-OF-WAY TO 8E IRRIGATED AT A MINIMUM. PROTECT ALL UNOSCAPE PLANTMGS ON SITE DURING DUILDING ADDITION CONSTRUCTION. IRRIGATION NOTES CONTRACTOR TO TIE INTO EXISTMG IRPoGATION SYSTEM. UNOERGRWND IRRIGATION SHALL BE INSTALLED WITHIN DiSTRUBED AREAS DUE TO BUILDING EXPANSION. LANDSCAPE CCNTRACTOR SHALL SUBMIT A SHOP DRAVANG OF IRRIGA7)ON PLAN 70 THE LANDSCAPE ARCHITECT FOR APPROVAL. PROHDE PVC SLEEVES UNDER PAVEMENT AND DRIVE fOR IRRIGATION AND ELECTRIC POWER. LIMIT OF IRRIGATION IS AREA OF IMPROVEMENT FOR THE NEW SNE DfVELOPMENT AS DENOTED ON PLAN. VERIFY LIMITS MATH LANDSCAPE ARCHITECT. IRRIGAl10N DESIGN AND CONSTRUCTION IS TO DE PROVIDED 9Y CONTRACTOR FOR TURF AND PUNTING AREAS. IRRIGAliON SYSTEM IS iD 8E DESIGNED AND COIASTRUCTED PER REGIONAL CONDIt1INA5 AND LOCAL REGULAl10NS SEEDED AREAS NOT TO DE IRRIGATED. ALL SODDED AREAS TO RECEIVE IRRIGATION. N~ 0 i0 8D SCALE IN FEET SITE DATA EXISTING PROPOSED TOTAL PARCEL AREA 20.St AC - 20.St AC BUILDING AREA 789,980 SF 50,766 SF 290,7f6 SF PERVEOUS AREA t7.8 AC (57~ 10.5 AC (51R) - PARKING FRONDED 60 STALLS 62 PROOF 102 STALLS L.L'Gl Y.G ~- ,F 6° \~\~ ~\ , PfRO~POSED 4EGETA710N (• J 7 OYERSTORY TREES LLL ~/// 3 ORNAMENTAL TREES 7 CONIfEROUS TREES CODE Ott COMMON NAME/IATIN NAME S2E ROOT REMARKS A 4 FALL FIESTA SUGAR MAPLE 2.5 STRAIGHT LEADER Aca socchaum 'Oalhto CAL ANO NLL CROWN D 3 RED AAN 25 STRAIGHT LEADER Oueaa rubro CAL. AND FULL CROWN C 4 NORWAY SPRUCE 6 BArB FULL fORM PFCea dies. Ht. TO GRADE D 3 AUSTRIAN PINE 6 ~ FULL FORM Pmus n o HT. TO GRADE E 3 IWXiY SILL( LIUC I.6 7R ORM 5 in recticulata Iva $pk' CAL AND LL OWN NOTE: THE ABOVE LWDSCUPE TOTALS AR£ GNEN AS A CONVEMENCE TO THE tNASCAPE CONTRACTOR. 7NE LANDSCAPE CONTRACTOR IS RESPONSIBLE fOR VEPoFYAJG COUNTS WOH LANDSCAPE PLAN. W z oQ W `^ Q V/ (~~Z ~ ' W~. . ~ O ~~ ~ Z ',~ U ~ ~ '' ~-Y m w X W z n INCUB 6ltUBWeu~'a 100 Mimuonka, MN 55NJ PMoc 952937 U972 Per. 952 933 17 53 wur.dUacam Mmneronka, NN FFibMngMN Dulad~,MN RLICPROJM2070.15DM I M2y evKfy Ud Yue plan ras prpreE M me a undo my 6M alpmielm and Ud I an a ~ Prolesimtl m~. ~a krx d Ue Slote d IYenesd¢ JeNry P, Wertmeed OAiE 11C. N0. 1Mi8 PRELIMINARY SITE AND LANDSCAPE PLAN JOB: - DATE: 8f30110 SHEET: ~~ / \ /`~ __ \\ _ DRIVE _„_ U€SCRIPTKM ! ~A~ tY /tirr I X ... .__ .... I ~ ~~ Jf l ~ MN~jLL~T PRO1[CAON I ~ >. %~ ~r: ~ -`Afi~ CATCH BASk15 9 its>j,~'~ ff,' ~"~'Ai-, 2 -~ a / J ? r r, ~essn„ r. i _"+- r JJj .~ ~, rr ~~~. 7 ao 8 ~ HYO atlT x8`ff - ~J ~~ { f trY J'.4 I ~ r ,", ~, y ,, e .,f ~ ~,"x ~i J N - ~ 1 _ ~_ . 0 a , ~ 9s ~" I: - - 0 ,Bvf- 1 ' _ _ o I I ~ x ~y I~ _ , ... - {~, ; ~ ~~ _ fi > 1 ~ ~~ + ' { '.f - - ~~ 1Y ~ $~ Y I li y= _ f, ~( I GRADING NOTES CONTRACTOR. SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE GOMIMENCEMENT OF SITE CRADWG. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER ~ DISCREPANCIES OR VARIATIONS FROM THE PLANS ALt EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002) FOR UTILITY LOCATIONS, 46 HOURS PRIOR TO E%CAVATION. CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD SUFFiGENT TOPSOIL TO PRONDE A MINIMUM 4 INCH DEPTH (COMPACTED) TO ALL DISTURBED AREAS TD 8E SODDED OR SEEDED. THE 517E GRADING OPERATIONS, WHEN COMPLETED, SHALL RESULT IN ALL AREAS BEING GRADED TO "PLAN SUBCRADE ELEVATION". THIS "PLAN SUBCRADE ELEVATION" SHALL 8E CONSISTENT PATH THE GEOTECHNICAL REPORT FOR BUILDING ANO PAVEMENT AREAS 7HE "PLAN SUBCRADE ELEVATION" IN THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY CHECKING THE PAVEMENT SECTION DETAILS AND REFERRING TO PAVING PLAN FO2 LOCATIONS AND LIMITS OF VARIOUS PAVEMENT SECTIONS. ALL SPOT ELEVATIONS REPRESENT FINISHED SURFACE OR GUTTER LINE GRADES UNLESS OTHERWISE NOTED. CONTOURS SHOWN REPRESENT FNISHED SURFACE. THE CONTRACTOR SHALL "HOLD DOWN" GRADES IN PAVEMENT AREAS AND ALSO A MININUM OF 4" 1N TURF AREAS FOR RESPREAD CF TOPSOIL. EROSION CONTROL NOTES ALL EROSION CONTROL MEASURES NUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAWED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. ALL CONSTRUCTION ENTRANCfS SHALL BE SURFACED OATH CRUSHED ROCK ACROSS FULL YADTH, FROM ENTRANCE POINT TO 75 FEET INTO CONSTRUCTION ZONE (REFER TO DETAIL). TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM SEWER STRUCTURES DURING CONSTRUCTION (REFER TO DETAIL). SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEwCES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPAGTY HAS BEEN REDUCED 8Y 50% SEDIMENT TRACKED OFF-SITE, AS A RESULT OF CONSTRUCTION TRAFFlC, SHALL BE MINIMIZED ANO SWEPT GN A flAILY BASIS. ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD, SEED, WOOD FlBER BLANKET OR PAVED SURFACE WITH 14 DAYS. SITE DATA -_ -_ SITE AREA = 20.St ACRES E%ISTING IMPERVEOUS = 8.7t ACRES PROPOSED IMPERVEOUS = 10.Ot ACRES DISTURBED AREA = 3.2t ACRES POND DATA 9Td99 E1EN7 MPAPrEp Elfl. E10571NC EIEY. PRC4a5ED EIEY. z-wA reFa9 est.a e9i.w lo->Erx x.97 ~zos e9s.ax Foo-rEAa x.119 ~3.v ~s.93 2-tOD-tUA 994.90 ffi1b! E9i19 LEGEND PROPOSED E%ISTWG 70Pal9VAPWC aIXM CONTtlM ~-_.-~~ `~BW~- T9POGRAM#C C9NTIXR ~_eo~~-'~ - --~1 SPOT ElEVA1NN x m9oo x eoo 00 9RNNAGE aoPE ~~ NtrnY 2rcN -»- »- GRA1Nl4E -ot- -o~- cAtai BA9N4 • g LATCX 8A9N YN4101E ~ sro94 Yu+NafE • o 591 FENCE Vaal a46TRUCJION OIJRANCE N9ET r~o¢cTrox W z pQ W ~ A O U V~ Z ~ a ~ v . OWE ~ (~~ Z W Z ~, '~ = ) U O ~ WAY XmW W Z n INC() Nu9 rY~~,x lao M' b,64Y 55347 PM '952977 IN72 FxF: 9529}J 7153 w.rlyincmm MmoemnN; 917v fGbb'vig, tYN PY:nh,IdN RLK PT7.1#Za10.150.fi4 i ne~mr ~ ua ma d~ .m ww~Y nr a wtle mY 6sct mgveam aY 9w4 ~ , a vy u~~e Ens~~, ~,aa 4. k~a al9x S1aL M 4imad¢ Amm ~ N.~wM DATE .-.__ l1C Na.. 41fi19 PRELIMINARY GRADING AND STORMWATER POLLUTION PREVENTION PLAN JOB: - DATE: 8130110 SHEET: ~~ PROJECT NARRATIVE PROFCT RtCLUDFS EXPANSION Cf AN EMSMC fAal1TY. REIOCARON 6 STORM SEWER. ACCESS ROMWAY PELOCATION AND E'%hT75R71 ff NEY1 SAMTARY SEWc7t SERUCE PRAECi WLL CONINUE TO DRAM 1D ONAn: POND MAT CONTANS W 10 AND MCUIDND BAat-TO-BACK f~ 1EM fKNTS RESPONSIBILITIES TTE PROPERTY OWNER OR CONTRACTOR MUSTSUBMIT A CONPLEIFD NPDES kPPllCAiION FdtM M1H iNE S4W APPLICARCN FEE THE OWNER AND THE GENERAL CONTRACTOR ARE JaPITLY RFSPON58LE FOR ALL TERMS AND COR~RONS OF INNE PERMIT. PROPERTY OWRER OR CONTRACTOR N SUBMIT NPDES NOTICE O' LATENT PENWT 7 DAYS PMdt TO THE BEGmNDA OF CONSTRUCTION CONTRACTOR TO SUBWT NPDES NORCE OF TERNmATKN TO MPCA MTFNV DNE WEIX OF FWAL RESRIRADON ACCEPTANCE CONIRACTgt TO MONITOR AND REPORT DN STORM WATER YANAGENENT REGUAffMENTS PER MPCA FOR STTXtM WATER DISCHARGES fRgA CgISiRUCDON PR0.ECTS NHETE ltff OWNER +7R.OPERATOR GRANGES, THE NEW OWNER DR tPERATOR MUST SUBIAT A NOtiCE OF TERMINARON/PERTAIT MODAICAt10N FOMI LORI TRANSFER. i. O4flt5EE AN4EYENTAINNW CF 7NE SYPPP. 2. NNATALLABlN, NSPECTION AND NANTENM7CE OF FROSNIM PREVENWON ACA SEDMENNT CgIMOI SIP'S BEfdff AND gAAtNC CONSdUCTIdi 3. TDOlIAY PfASaN(s) rNOxtEOGFABIE AND EIwmK++cED N nE APruc,RnoN OF ERU90N PREVENTION AND SEDIMENT CON1RlIL BYP'S MHO MILL OVENSEE ilE IMPlE7dQlTAtrN ~ TIE SWPPP BEFORE ALA gXWtC W161RUCn01N. 4. BEV'DOP A CNAmOf RFSPONSAIWTY MiH ALL OPERA1CMtS C41 THE SNE TD ENSURE THAT THE SWPPP AN1 BE MPIFMELNTED AND SUT N EFFECT UNTE TFE COBTMNC710NN PRQELT K COMPLETE, TIE ENTIRE SITE HAS TNOEINXXE TWIRL STABUZAIWIN, ANO A NOTICE Di 1FAMAVATKYN NAS BEEN SIIdWTIED TO THE MPCA S. MEND 7NE SWPPP AS NECESSMY TO IEEP IT CURRENT WiH THE POUDMIN CON7Rq. MEASURES UTX12E0 ON-SITE AMOAYFNTS 1D TIE SWPPP MAY RE SHOYN ON SIfE1tliE5 ALA MUST ~ KEPT ON-SITE 1RARRNC REIMWNMENIS IAEOA1BfD FMt PRDEf.IS PERYTIED AFifR 2n/O5T TIE DINER />F llff PRD.ECT YUSi ENSURE RIAT IAMNMG NAS BEEN pELiiVEO BY 1NNYIOUALS q10 ARE PFRFtltMIN6 THE iOLLOMNG TASNY T. PAEPARNC 1NE SMPPP (SMPPP DESIGIER) 2 OVERSFEMlG WRlF1ENTAttN Ci, ftEW51NG AND ANENLaNG THE SWPPP AND F4RFORMMC SHE NSPECTIONS (SHE MANAGER) 3. PFRFOPoNAA OR SUPERMSNG THE DATALLAIWTN. MANIENANCE IAA REPAW OF EROSION IMA ~DXAFNT CONTROL BNPS IIMW NSTNIER) TRAINED PERSONNEL SiNPPP DESIGNER NAME/COldPANY: OAN SABATKA/RLN INC. TRAINING; U OF MN EROSION/SEORMENT CONTROL CERTIFICAiIC4J PROGRAM SITE MANAGER NAME/COMPANY: TRAINING: BMP INSTALLER NAME/COMPANY: TRAINING: 8MP INSTALLER NAME/COMPANY: TRAINING: REQUIREMENTS PERINTREE MUST AMEND SWPPP AS NECESSARY TO MCLUOE AtpIDONAL REgRREMEN75, SUCH AS ADOAONAL OR M~iFIED DAPS, DE9GNED TO CORRECT PROBLERAS IDENTffIED OR ADDRESS 97UADONS MifNETAR: 1. TfffRE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERADOFN GR NMNTENANCE 2. M:ADffROR SEASONAL CONORONS THAT HAVE SNXWFlCANT ffFfCT ON OSCHARCE D. NSPECLION OR NVESDGADON BY SITE OPERATORS, LOCAL, STATE, qt fFDERAI GFFlCIALS AHNCATf THE SWPPP !S NOT EFFECTIVE. 4. TIE SWPPP IS NDT ACHIEWNG THE GENERAL OBJECDYES OF CONLROLUNC POLWTANTS di 7NE SWPPP 15 707 CONSISTENT NTN Tiff TERMS AND CONgTI0N5 CF THIS PERMIT. 5. THE MPCA CEIfRMINES THAT OSCHARG£ MAY CAUSE OR CLNTRIBUTE TD NON-ATTANMENT OF ANY APPLICABLE WATER WAUtt STANDARD OR THE SWPPP DOES NDi mCORPgiATf THE REWIREMEN7S REUIED TO AN APPROVED TOTAL MAXIMUAN DMLY LOAD (TMOL} llff RUNOF FROM THE SITE DISCNMGES TO AN NPMRED WATER TMEH HAS AN APPROVED 7MUL AND HAS NOT BEEN PRO'fRLY IRETA4E0 N THE SWPPP. STORK WATER PONDS SEDMENT BABBLERS AND OTHER MEASURES mTENOED TO TRAP SEdNENT ON-SIZE wLL ~ CONSTRUCTED AS A fARST STEP IN CRADNG, AND WLL BE MADE FUNCDONAL BEFORE LAND DISTURBANCE TAKES PLACE UPSLOPE. EARTHEN SiRUCnIRES SUCH AS DAMS, dKES AND dVERSI0N5 MUST BE SEEDED AND MULCHED NTHN 4B HOURS OF NSTALLARdN. UTRUTY AND PAWNG WORK wLL COI.IMfNCE UPON COIIPLERON OF THE GRADING CPERADONS. ALL EROSION CONTROL MEASURES AND PROIECDYE FENCING MUST BE NSTALLED AND N~ECIED BY THE CLAY OR LOCAL COVfRNMENT UNIT PRION TO BEgNNiNG of ANY GRADNG. RESPREAD TOPSgI AIA ESTABLISH TURF q4 ALL ROUGH GRADED AREAS OTHER THAN THOSE DESIGNATED FqR PADS, BITUMmOUS AND CONCRETE MTHM 48 HWRS AFTER CgAPLENON O EARTH MOMNC. CONTRACTOR TO FORMtAATE A PLAN TO ADDRESS ANY ACCIDENTAL gSCHARGE OF POLLUTANTS OR POTENDALLY NAZARDWS MATERIALS TEAS PLAN SHOULD mCLUDE CONTAMMFNT, CONTRACIANG O' LOCAL AND STATE AGENCES MITIGATION AND dSPOSAL. RESPREAD TOPSdI AND ESTABLISH TURF ON ALL FINAL GRADED AREAS MTNAN 72 MgXRS AFTER COMPLEDCN O FINAL GRADGG TEMPORARY STOCKPU.ES MAY BE LEFT gR.THE SITE FOR USE N BACKFlLL REPLFNISHNENT. SiOCKPIL£S IAIST NAYS SILT FENCE OR OTHER EFFECnVf BNP'S TO CON7ROA RUNOFF. STOCKPWES CANNOT BE PLACED IN SURFACE WATER CONVEYANCE DEVCES (CUB AND GUTTER, SWALES Oft OTCNES). TOPSgt WILL BE RESPREAD PROGRESSIVELY AS THE GRADMG WORK CONTNUES if STOCIOPILES ARE TO RplAm FDR MOff THAN 60 DAYS TEMPORARY SEEDING MUST BE PULED. CONTRACTOR TO MMNTAN ALL ELt09pt CONTROL IlEl15, BEHOVE ACCUFUATED SEOBIETI75, CLEAN UP MUD iRACKm FROM THE 57E Ox TO ADJACENT S'tRfETS, AND CONTROL DUST. CONTRACTM tO dSPOSE OF All TRASH ACA POIENTIAIIY HAZARPoUS MA7FJtUWS M ACCURDANCE MTHLOCAL STATE, ~ fEOERAL STANDARDS. PERMITIEF MUST IMPI£IIE}NT THE SWPPP AND NSTALL BMP'S pENTA1ED BN THE SWPPP m AN APPROPRIATE AND FUNCRONAL MANNER Tiff LOCATION KA' AREAS NOT iO BE DISTURBED MUST BE DFLNEATED ON THE SILE BEFORE DEVIIOPNENT BECOS ALL EXPOSED AREAS M1H A CONTINUOUS POSIRVE 9DPE MTNm 200 fEET OF ASURFACE WRIER MUST HAVE 11UlPORARY EROSION PROlECi1ON OR PERMANINT COVER fGR THE EXPOSED SqE AREA. YEAR ROUlA; WUH 1ME FOLLDWNG NA%BAR/ TWES AND AREA CAN REMNN OPEN WHEN THE PREA 6 NOT ACRVELY BENG WOMfEO: t. SLOPES SLEEPER THAN kl (7 DAYS): 2 SLOPES of 1q1 TO x1 (74 DAYS). 3. SLOPES Q 10.7 OR PUTTER (T4 DAYSJ. 4. SLOPES MLMN T. MA.E ~ A SPECIAL OR IMPAIRED WATER SNAIL RECIEYE PRO7EC110N MTHIN 7 DAYS ALL EROSION CONTROL MEASURES MUST BE NSTMIEO AND MANTAmE6 ACCgAiNC-TO THE DETAWS ANCLUOED m THE CONSTRUCMkN DOCUMENTS. ALLSWT MUST:BE REM04ED FA(N SRT.fEttCE W41EN It REALTIES A NENRIT EQUAL TO Off-THAA Of THE HEIGHT OF THE SA.T FENCE THE CONTRACTOR MUSTPEAFORAi ANY CaiHECNVEMEA511RES OAERED BY THE CLAY, LOCU GOVERtdNENTUNH, OtNPCA MTHM 24 HOURS ff SUCH NDRCE. DNE CONTRACTOt SHALL ALSO PUCE ANY AfXNRONAL ER090N.CO4RIIA, MEASURES DEEMED NE~SSIVRY RY THE attgT NPCA MTHm 24 HWRS ff NONCE ALL MEASURES ANST BE REPLACED OR RFPNRED w1H Tiff APPROVAL. ff aTY. AND MPCA, MEN THEY BECOME HONFUNC110NAL ORANGE POLY SNOW FENCNG MUST 8E PLACED AROUND AIL NATURAL FEATURES THAT Riff TO BE PRESERVED. THIS NCLUd3 A11 TREES itE1LANU5, SLOPES, ETC. N LOCARONS YNERE PLACEMENT OF PROIECRON FENCNG CgNCIDES NTM 7FE PUCEMENT OF SA.T FENCE, THE TOP PORiIgN d' 1NE SRT FENCE MAY BE PAINTED OtANGE AND CAUDON RN'AOI MAY BE NSTAItED M ACCORDANf£ MTH iFff DETAL FRONDED m ltff CONSTRUCIIOtN SPECIFlCARgN. RNBCN MUST fff MAMTANED AT ALL IAJES E TWS ALifRNATiYE i5 70 BE USED. C(NDtACiOR SHALL ~ RESPdN51BLE Ff1R KEEPMG E>BSTANG PAVED SURFACES CLEAN OF SEDWEPIi DY STREET SNEFJNNC ROADWAYS WHEN A SKRWIFTCANT ACCUNLIULKN OF $f:dMENT UNRS ON THESE SURFACES ANY SEDNIENi TRACKED OFT-51E IS TO BE REMOVID MIHm 24 HOURS. 5WEEPA-0G MUST.AlSO OCCUR MffN DIRECTED BY THE att. C(NTRACTOt IS IO PLACE A THREE FPoT Md: STRIP OF SOD BENAND THE CURB FOLLOMMNC BACIOMiNG TD PAE'hNT EROSION m THIS AREA CONTRACTOR TO PROWOE AUET PROIECRgN AT ALL CATCH BASM m1E75 {SEE DETAIL). EROSION CONTR(X BLANXfT TD 8E WSTAllfO ON 30PES k7 OA SLEEPER. TEMPORARY AND PERMANENT SEDUE'71TADO1 BASINS MUST BE DRMNED ACA SEDMENT REMOVED ONCE THE SEDMENT COLLECTED REACHES Off-THNA THE STORAGE VYAUNE WTMN. 72 HIXARS, AS FlEtD cQNgnoNS ALIAw. 41RFACE WATERS, INCLUDNG ORMNACE gTCHESANO CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EWIENCE OF SEDIMENT BEING OFPOSNED BY EROSION. THE PERMITIEE(S) MUST RFAIOYE ALL DEtTAS AND SEDIMENT DEPOSITED m SUAfACE WATERS (INCIUDMG DRMNA(•E WAYS. CATCH BASKS, AND O7HFR IXtMNAGE SYSLEIAS) AND RESTABIUIED 7Rff AREAS WHERE SEDMENT RENOYAL RE9A.TS W E1tP95ED SOBS THE REMOVAL AYD STABERARON MUST TAKE PUCE WTHIN SEVEN DAYS ff d5C0VERY UNLESS PNELtUDEO 8Y tfGAL. REGUUTORY, OR PHYSICAL ACCESS COHSIAMN75. THE PERWTIEE TS RESPDN58IE FOR CONTAC7INGAI1 LOCAL, REGIONAL, STATE ANO FEDERAL AUiHORIDES AND AECEINNG ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING WORK. NFlLTRATION~ILTRADON SYSTEMS SHWID Ndi BE EXCAVATED TO flNAL C4RADE UN7R 7FE CONiRIBUDNG ORANAGf AREA HAS BEEN STABIU2E0. OBANC IXCAVAAON, SEDIRENT AND EROSION CONTROL DEVCES SHOULD BE UTAJZEDTO PREVENT SEDIMENTATON AND THE AREA MUST DE STAKED OFF AND MARKED 50 THAT HEAVY CONSTRUCRON EONIPMENT MALL NOi COMPACT THE StML MFW.IRATION AREAS MUST 8E INSPECTED TO ENSURE THAT NO SEDUENT FROM ONCgNG CONSTRUCTION IS.IffACMNG THE INFILTRATION AREA SEONENT CaYLROL DEVCES MUST BE USFO TO MItAIW2E SLUNENT ENIEMNG SINFAGE WATER, MCLUDNG CURB AND GUTTER ACA STORM SEWER INLETS ff THE DOWN GRADIENT 7RFAIMENT SYSTEM K OVER LOADED, THE SMPPP MUST tE AMENDED. ALL OOMN GRADENT PERAIETER SEONENT CONTROLS SHWLO BE IN PLACE BEFORE ANY UP (AIAOENT DISTRURBANCE BEGINS, AND MAMTAINED UNTR FNAL STABNZATIgI DMING AND mSTALUAON OF SEDAAENT CONTRfit DE'ACES CAN BE AOA1SIfTI TO ACCOMMODATE SNORT IFRM ACNMTES SUCH AS CLEARING AND CRU881NG. ALL STORM DRAIN INLETS MUST BE PRO7EC1E0 WTH BMP'S ROCJO CONSTRUC110N ENTRANCES OR EQUIVALENT SYSTEM MUST ~ USED TO MIMMIZE TRACKNG FROU SITE. PERMITIEE MUST ENSURE CgIS1RUCDON ACDNRES THAT 7NVOLYE DEYIAIERMC AND/OA BASIN DRANmO AR£ ADE(AIATELY PROTECIEO FROM EROSION AND SCOUR. TIE dSaRARCF MUST BE DISPERSED OVER MP RAP, SANDBAGS, PLASRC SFEETMG, OR OTHER ACCEPTABLE gSSIPAROR HEASgRES. THE PERNITFF MUST ENSURE THAT DEWAIERMC dSCHARGE POm1S AND/OR IRE TEMPORARY SEDIMENTATION BASIN DISCHARGE PgNT HAS ADEWATE PROIECDON FROM EROSION ALA SCOUR. 7FMPORARY SEDIMFNTATON BASINS OR OTHER EROSION CgN1ROl PRACTICES SHALL BE CONSTRUCTED PRigt TO THE COMMENCEMENT OF DEWAIEMNG. OUTFLOWS FROM 8MP'S TO HALE APPROVED ENERGY dSSIPADON SUCH AS RIP RM M1HM 24 MARS O COFXRECDON TO Sl1RFACE WATER. CONTRACTOR SHALL COMPLETELY REMOVE ALL iFINPORARY ER090N ACA SEDNENT CGNLRCL MEASURES UPON ESTABUSHMENI d' FNAL MEASURES AND 97E STABW2ARON. CONTRACTOR SHALL OVEREXCAVATE TEI~ORARY SEDIMENT POND BOTTOM If POOR SUBSOAS BECOME SANRATED AND REPLACE WITH COMPACTED FILL MAIEMAt PER REWNEMENTS OF GEOIECHNICAL REPORT. ff PERMANENT STORMWATt7t PONDS ARE TO BE USED fat IEMPCRMY 7REA7MENT PONDS DURNRG CONSTRUCTION, THEY MUST BE CiEANEO AND REESTABLISHED TO DESKm fdRADES THE PERNITIEE SHALL IMPI£AffNT THE FOLLOWING PODU710N PREVENTION MANAGERIQLT-MEASURES ON 71$ SITE i. SqA WA51E: CGt1ECi SfON1ENT,ASPNALT AND OONCREIE MAlJNCS, FLOATMG DEEMS; PAPER, PUS71C, fAMtIC, CONSIRUCROtA AND DEMg180N DEBRIS AND ORffR wAS1ES MUST ~ TXSPOSED DF PRTPERLY ANDFWIST COMPLY MIN MPCA dSPDSM. REONREMELNTS 2. NAZARDWS MATERALS OW, GASOLINE, PLANT AND ANY HAZARDWS SUBSTANCES MUST ~ PROPEM.Y STORED, Wa.lIONA SECOAAAY CMTAMMENT, TO PREYETNI SPLLS. LEANS OR OMER dSCHANGE. AESLMCTED ACCESS TO STORAGE ACAS MUST 8E PRONDEDFD PREVENT YANDAUSM. 570RAGE AND OSPOSAL llf HAZARDOUS WASTERAST BE N Cg1PUANCE MLH MPCA REGUURONS 1 E%7EIMAL WASHMC OF TRUCKS AND Ol)#R CONSTRUCTION. YEFNIClES MUSTBEIBATED10 ADEFWED AREA ~1)E SITE RUNOFF MUST.Iff CONTANED AAD WASTE. PROPERLY DISPOSED OF. NO ENgNE DE(WfASNG K ALLONED ON SIZE 4. 111 WASTES CENERAIEDBYCONCREIf MASHOUT OPERATAN$ MUST BE CONTNNEO BN A LEAK-PROOF CONTANMEN7 fACIJtt OR WN?aAAEABIE UYFN. A COMPACTED CUY LNER THAT OOE< IRE FAgL1TY. NOTICE OF TERMINATION PERMITIEES MUST SUBMH. A NODCEGF iERMMATKN (NOT) MTHm JD DAYS ff gEOR MO2E ~ THE fOLLOWRN6CONdTWNS NAVE BEEN NET: 1.. FNAL $TABW2ATAN NAS BEEN AfFEVED ON ALL POARONS OF Tiff SITE F(At WHICH PERMHTEf IS RESPON5181E, NCLIIfiANG THE REMOVAL OF AIL 7flAPORARY MEASURES SUCH AS SL7 FENCE 2. ANOLHER OWNER MAS ASSURED CONTROL 04ERALL PORDONS O' THE 51E INAT HAVE NOT ACJIIElFO fNAL SUBWZATKN. M 7FE CASE ~' RESIDENTIAL CONSTRUCTION, TEMPORARY LFOSION PROIECRON ANDWNN GRADENT PERIMETER CONTROL FOR AAMWAL LOTS HAS BEEN CORaPIEIED AND 117E RESIDENCE HAS fffEN TRAN5ffRRED TO 71E NOIJEOM4R. PEMAITTEE MUST ENSURE FLMAL STAdU2A710N OF THE SITE AND SUBIN7 THE NOT MLtIN 30 DAYS ~ FANAL STABIU2ARM FNAL STABRIZ0.7AN CAN BE ACHlE4TD M THE fOLLOM1NG WAY: ALL Sql OISLdtBINC ACRWTES ARE CORNPLfLE AND A UNIFORM PERENMAL YEGETARVE COVER WITH A DENSITY DF JOR OVER 7NE FN1AtE PERWOUS SURFACE HAS 8EE11 ACHIEVED, INCLUDING: STABAIZATIgV CFOTCNES AND SWAIES REMOVAL OF ALL 1EMPOXNARY SYNTHETIC AND STRUCTURAL BMP'S • AEIIOVAL Qi SEOWWNIS FAON STatM WALER CONVEYANCES MA PERMANENT WATER QUALITY BANS FOR AfSODITUL OEVB.OPIENTS, F1NM STABARADON HAS BEEN AaAEVED MEN: • TEMPORARY EROSION PROlEC710N MID OONN C42AgENT PERNNETER CONTROL FqR mdWDUAL LOTS HAVE BEEN COMPLETED. - • ~SIIENCEHAS eEETR TRANSFERRED TO Tiff HOMEOWNER THE 'PERIAitEE MUST dSLRIBUTE 1NE MPCA 'HCMEDWNER FACT SHEET` TD THE H(AEOMNLR. INSPECTION 8~ RECORD RETENTION THE SRMPP, ALL CHANGESTO IT, AND NNSPECTIgiS AND NMNIENANCE RECORDS 11115T BE KEPT AT THE SITE DUMNG CONSTRUCTION BY THE. PERNIITEE WHO HAS OPERARgRAL CONTROL O' 7NE PORRON ~ THE SITE ALL OANERS MUST KEEP THE SWPPP ql FWE FCB 1FIREE YEPRS AFTER THE SUBMITTAL OF THE NORCE DF IERMNA710NR,.mCLUdNG 1FIE f0.LONNG INFOIRMARON: 1. ANY O7NER PERMITS REOUWED FDR THE PR0..ECT. 2. RECORDS O ALL INSPECRON AND MMNTENANC£ COIWCIED DUMNO CONSTRUCRON. 1 ALL PEAMANNENT OPFAATXN AND MABNTFHAtAE AGREfYENTSTHAT HAZE BEEN 117PlENEH1ED, mCLUgNG RNYRRI OF WAY, CONTRACTS. COVENANTS, AND O7NER BINONG REOJNEMFNTS REGARdNG PERPETUAL MANIENANCE 4. ALL REgARED CALWUNONS FOR DESKN OF THE TEMPORARY AND PERMANENT SITXRM WATER NANAC~IT SYSTEMS THE PERMTLEE MUST RW11Nf1.Y INSECT THE 97E DICE EVERY 7 DAYS DURING ACDYE C(NSTRl1CDON AND MIWN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 NCHES M 24 HOURS All INSPECTIONS AND MANTENANCE CONDUCTED DUMNC CONSIRUCRON MUST BE RECORDED M wHTmG AND RETAINED WITH THE SMYP. RECORDS SHOULD NCLUDE: • DATE AND TARE OF NSPECTONS • NMk OF PERSON CONOUCRNC M9'ECRON. • FTNDMG OF INSPECRON NCUJDNG CORRECBVE ACDON. DETAILS OF CORRECDVE ACRON (DATE, LW1E, PARtt COMPLETmG NANIENANCE) • DATE 8 AMOUNT.OF RAANfALL CRUTER THAN 0,5 MCHES/24 HRS • DOCURIENTADON OF CNAN(A:S TO SIW PP. N AREAS OF PRO,ECT WTERE FMAL STAdL12ARON IS COREIETE, NSPECLIONS CAN OE REDUCED TO ONCE A MONTH. NSPECLIONS CAN BE SUSPENDED DUE i0 fR02EN GRg1ND CONORONS UNItl. FlRST RUNOFF OC(XlAS OR COLSIRUCDON ACRWDES RESUIE. ESTIMATED QUANTITIES ITEM UNIT WANTITY SILT FENCE LF 886 INLET PROTEC110N EA ___ 9 _ ROCK CONSTRUCTION ENT. EA 1 EROSION CONTROL 6LANNET Sf - NPDES AREA SUMMARY TOTAL PROJECT AREA = 20.5 ACRES EXIST. IMPERVIOUS AREA = B.7 ACRES EXIST. PERVIOUS AREA = 11.8 ACRES PROPOSED IMPERVIOUS AREA = 10.0 ACRES PROPOSED PERVIOUS AREA = 10.5 ACRES SEQUENCE OF CONSTRUCTION (~WMMENOED SEQtffItCE - CONTRACTOR W DETERMINE FWAL SEQUENCE.) 1. CONTRACTOR 70 VEMFY RNAi ALL PERMTS NAPE SEEN ~TPMED AND BECOME FANUAIt M1H PERMIT REQUIREAENTS 2. CONTRACTOR TO SL1ffDUIE FEID MEETMG MTH att OR LGU. S CaN1RACLOR?0 MSTALL Ati PfPoNETER SFDIAENT CON1Rd. DEVICES, (O1PN51RUCBON ENTRANCES. AIA PROTECDVE FENCING FOR 7REES:gTCHE$ EXISTNG WATER BODES AND AREAS 70 RENAm -0NDISRIRBED. 4. CONTRACTOR TO CONSTRUCT S10RNWATER AND/OR IEMPdtARY SEIIWENTARON BASINS 5. CONTRACTOR la ROUGH GRADE SITE M7D mSTAU. U1AITIES.. 6. CONTRACTOR TO INSTALL TEMPORARY EROSWN.CO4IROL D€WCES AS NECESSARY. CCmiRACTOR TO FRL TEAIPORARYSEDAETJTAIMIN 9A9FS; CgIPACiMG 10 SPEgFlED DENSI7ES REM04E ALt UNSUITAOE SEDIMENT PER RFCOAIMENDATIgN OF CEOTECWNICAL ENCmEER 7. CONTRACTOR TO mSTALL SU~ASE AND BASE FCR PAYEMENE B. CONTRACTOR TO MSTALL MLlXNN0U5 SURFACE.. 9. CONTRACTOR TO N5TALL EROSION CONTROL BLMB(ETS MTH PERMANENT SEER MI%. T0. QNCE ALL d51UA8ED AREAS HAVE BEEN STABILIZER OBTAIN APPROVAL tROAt TILE Cltt ENC4NEER AND MTHm iW0 WEEKS dF fmAl STABAlZA710N. 11. CONTRACLOR TO REMOVE SfONENT CONTRA DEVICES MTNm TWO WEEKS OF APPROVAL 12, 9J&WT NO11Q lX 7ERAANATI(1N M1HN JO DAYS OF FINAL STABNRAIION. z' % f warn DR stm FEIaCE Pusnc 1P IRs PDSf 5 ARNNMN NENGM Ai 4' 4ANMW sPAawD ~~(SO m. iINSUC) LOCATFA m COP f (FO7EKWE FABRC - 04fALIP /'FABRIC 6 ANO FASTEN Ai 2' / INIERYALS (AIW. NOM 36') `UY FABRC N THE RVENpI ACHME 91CE 8'-/Y OEPiH (NTH ~' FLAP) a,~c„D'° nT WX~MT POLiEFN11FNE RIPE ADIF: ARACH FABRIC W SUPPORT POBIS Wnf RASnC ZP nE5 `"~ "'"""' GRADING /'~, GRD-01 SAT FENCE - srANDUto NAawe aKEO "/ SKT FPBNC SLEEVE PER IRIDar sPE.C. Sees IE1ER PIWi PLYw000 iA4E 1C% Sfi' % SIC PLYM1aD MTaR: MNK a' (WrL) BIFNdEB SE11EP3 B rREA1FA 4' % /' POST PANWD BUCK 7fi' TM4Q SIGN 1--75' M+)~ f PLAN MEW. ND>E ~~ CMiiRACidi TO P(ME 7NE Cp1IRElE NO AINCFF AtL01EB TROY WASNDBi wASxaJT AREA rENt W+E AaEA axsTNSnax ENTRANCE GRADING ,+~~~~!p°, WNaEE WA9NUi A9EA. '.~J' ,sva iiJ 4~ ao~ f - 2" WASNm ROCK aoiEKiRE FABFIC W. 5 OWMAP Y NNMUw 0.'PTN ~, !B~ 18' MNIMUN BERN TO MRAMZE RUNOFF fRON NlE ,~ FILIEIt fAWnC SIINL ff '~ RACED WiOER AOa(10 STaP ~, SAT MN;HA1pN iNRglCH ROCK, "`"~" ' GRADING /1 GRD-06 Roar cawsiaucTrox FAIRWCE ~~ .:\\`. `~ z'.S' NoFE FAAl9E xoPE YWTER BAW¢Ts rsxowR w/ar FWirx eADs J (4OB INCRON FlL1ER eA65 REOWRFD NSIDE BAME15) NEEis w/ooT sPEaFlcAna Se91.c MEETS uNOOT SPEancena+ Se9I.f STaiAI DRAIN NtET PRDTECTNIN- SENTIENT Calntq. NIET NAT' 'STORM GRAIN etlEi PROTEC110N-FlLRR BAG NSEAf DE9aW- fat BTANDARO 1Y INtEi CABnNG9 DESILfkD fOR NFENAX A-306) to R-7190 YIUES '"°", GRADING /~ GRD-18 WFAASAFE-zY sEaMENr coNma eARRKR ~~ GRADING /1 GRD-19 •~, IraRASUE-r.s DEBRIS muECnoN OEMCE U ~ . DESarWTON I GATE W Z © Q W ~ /^0 U RAJ rhs v ~ ~ Z =~' OWL ~ '~ z w wok I-~ J ~yV W W X W Z ~~QQy~~ppp yyy/ yyy ' IN\COnPORnT7,;o V 6110 Bim C'vdc Dnvq Salt tU7 Minoemn4a, MN 55343 Phnnc Y529330312 Pav 9529331153 wasl6mcmm Mmrcmnn4q RON wBelag MN D,r,dsMta ~KPROJwHN70~156M I~hredy mNTy mot MRA plm vw pWard q wa a,r a9w .w«.W«~ am Mn I a bdy Lkmae9 Rol®iand fri¢imr wEer We Nws d the Stale of Y'inriwla. Aaron 1. Me'nqurel DAZE - DC Np. 41619 STORMWATER POLLUTION PREVENTION DETAILS JOB: - DATE: 8130110 SHEET: ~~ I /// / \ i i i~ ! / ! 1 ~~.~ ~~; I{ I <~4! / / 0 j IS / A ~ i i~ ~ ~q / '~@ 1 // ~ 1~~~ tl / - - ----~- ,~ r~ r-- ro _~ f0 ---~-_- fo -0CS =~-605.02 l: -8.90.80 >ES-fA IE=~9.9~ c...70 ![=889.0 I / ~'>/i 1 ~Dfa- >>> F 89..87 y ~ 1 89F..8D,> ~ I I i $~ l G Inj ~O _ x y S RE=90?JO `x ~ HYO LNTrF;H n IE{E)=893.OD # f I i7 : 4F..-, IE(sw)=69z6o °> _ g166T43=e"'I'y~ 01. x ^$k n ~i Q~ ~I ~~ 6 ~ L O L __ 0 ~ air _ _ I rc V39 64y - 1 d` - ~ j 1 L _ ._- ~><1 SAN-MH-100 => RE=901.00 - - __ ,/ ~{NE~891.20 / ~ ~(W}891.00 - _ / t a y ~ JS LF-6" PYC _ - ._ _ 3 ~ I ~ O 1:OOx / V 4 ~~ CORE GRILL EXISTING r //// o~ STRUCTURE l ~ J IE=890.25 UTILITY NOTES CONTRACTOR SHALL fIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING U1ILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING UTILITY LOCAl10NS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER STATE ONE CALL' (651-454-0002) FOR UTILITY LOCATIONS, 4B HOURS PRIOR TO EXCAVATION. WATER MAIN, SANTARY SEWER & STORM SEWER CONSTRUCTION SHALL CONFORM TO THE WRRENT EDITION OF °STANDARD SPECIFlCATIINJS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION Of MINNESOTA. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE BUMPED 0.04 FEET. ALL CATCH BASINS IN WTTERS SHALL BE BUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN {MJ THIS PLAN DD NOT REFLECT BUMPED ELEVATIONS. ALL WATER PIPE TO DE WCTILE IRON PIPE (DIP) CLASS 52 350 PSI JOINT. ALL FlRE HYDRANTS SNAIL 8E LOCATED 10 FEET BEHIND DACK OF CURB UNLESS OTHERWISE NOTED. 8"w8" lEE I--I I--I--1 f C~INECT TO E% HYDRANT W/ CONNECT TO EX STORM STUB 6' AUX VALVE STORK SN8 IE=8923} S U-6" pP ~=8920}-~ L-18" SIM O 0.30x L12" SiM o D.4Dx 12" STM O 0.40x ~ 18" S(M O 6" SAWTARY SERVICE IE=894.Sb sTM o a.aaz Existing Concrete Building 189,914 sq. k. 14100 Business Center Dr, Elk River, MN FFE=942.5 TIPICAL HYDRANT CONSISTS OF: HYDRANT, GATE VALVE, 2.5' OF 6' DIP WATERMAIN AND ANY HYDRANT EXTENSION. HYDRANT EXTENSIONS SHALL BE INCIDENTAL. A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY DE REQUIRED TO MAINTAIN A MINIMUM Of 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. A MINIMUM ~ 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HOR120NTAL SEPARATION 15 REWIRED FOR ALL UTILITIES, UNLESS OTHERVASE NOTED. ALl SANITARY SEWER PIPE AND ROOF DRAINAGE COLLECTION SYSTEM TO BE PWYNNYL CHLORIDE PIPE (P.V,C.) SDR 35 UNLESS OTHER'MSE NOTED. AlL PVC PIPE SHALL 8E SDR 35 WITH GASKETED JOINTS PER ASTM STANDARD 0 ?321, AND SHALL MEETING WAILITY STANDARDS SPECIFIED IN MINNESOTA RULES, PART 4735.17, SUBPART 2, E CONTRACTOR SHALL COORDINATE ALL SANITARY SEVER AND WATERMAIN UTILITY WORK W11H THE CITY OF ELK RIVER. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHWT CONSTRUCTION ANO SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. NORTH 0® SCALE IN FEET Plm€Xn LINE EASEMENT LINE NDPE OES~710N W O Q ~ a , /~ VJ O U Z ~ Q ,1y . ~ O V ~ W ~.. '~ U ~t~ ' 1 W Xmw W Z INC()R 6714 BWc Gr~wrc 1W Minn~el=,A4J 55)13 PMrc 9 52 933 117 72 Fac 9529777157 wwm.dk'uxttm McuNamk4 MN klihbing,MN OWud4 LLQl Rlxl>aodx24misn+2 Aam L Nan9uMi OAIE ___ UC. N0. -41619 suarXAr sErER ->- ->- suarANrYUwale ' ° PRELIMINARY MXrE1NIMM -1- I - n~N„~,MTN7"~" "' °°° UTILITY PLAN CNS VMS ~ N o0 STORM YYSR -»- -» CATCH BASR1 ^ ® , G1tll BISRI YklNOLE • stoRM Yu»wIE • O cAS MrMr :~ 'reEA oPnc rzEErxalE ~~ JOB: - "~ ~"~` ~ , DATf: 8130110 UNCERORtlJND EIEO11tlC - ~ - Pa+[a vaE ~ SHEET: ~~ Sk' ifN 69C h) 851.LS .7Sl.F. ~BLISINESS L L" '• 5.92 I 6Fb 35 i ~CENTER,_ DRIVE _ . ~_ F..''.=~a.E: ue ~Er6r~a " _ I I .___ y __. I ~ cr ~~ # lt/ . tsi ;6~ 9't E -so- -. ."-C1 .2 sE=i?9:.120 ""n4H *1 ~c=894.. ,JcJ=5899r ,~ NAPE W{9a +~E P `.13 Sfi~~49i.00 F~M1r4}:690.30 ! \ 4LY ^F\ f. ! I \r, n 1 ir12" sTM o aaox $ I ~ 1:`1,~tAf (Yd'H tt€i-599.5 707'-S`OIP I I 1%i=9":? I--I 7 ~ / / / ''1~'" a toga Wcm ~ I 1~' ~ S ~ / y v P'G / 2 }{ `. / I I[wMngi +~~ V Q '~k ~~>~~.~t / I~ F I:a LEGEND PROPOSED EXISTING I np~ar ~r mM u: ~, .~ Pia er =waa mrw i,wa„~,~e uoEl< a aar u~.a nm®~,a Enyr,~ tea, me Ura ei tlw $tvte of YmixsYa. 6.i ~ 1, ^.._ ~ i T~ °,da°a ~~i ` mAxnmD raE aWe9vn -_- DETAIL OBTAINED FROLE EYPMCF A'NH' STARE METAL EAIERNAI Dowx sea r 1~ Flt SFE PUN TOR PIPE PLAN PER PLUNBWG PLAN HOVE 10 APPROX 10' ~~~ ABOLE PRECAST wAu EIEYAilC91 MARES \ ~ ~ ~ \ ;~~ \ y '~ `~ i Y/ ~~ ~ ' ` CODRNNAIE fE1D tllT W cw MiN AcroAt Lou1wN Y a Ex1ERxAL DoMx sPWr 10' PYC SEE PUN Fqt PWE PYC IO Fli WEE 92E PRECAST PAN0. (z1 u' BErDs - Aro sEalENr 0 STRAIGHT NPE NTS PROFILE ""~° °' STORM SEWER n STM•17 ~~ IwET A~ m PINLaED arwE Y MT. NGWNG COARSE, CERRFTD R,WT MN/Wi <7EC 2150. LVMEA50.758 TAIX COAT, Yr00T SPEC. 3357 Y &i. BASE CdMSE. CFRAFlEO PUNT YNJbOt I SPEC. 3350 L`MNJ50350 !Y AGO DASE, aA55.5 (10Ri tliU41FD 011 RECYCLED CCfM$iE) M1Awr SPEC uu suRFUE carACnaN PAVEMENT ~, PVMTA1 RIX MNYWW9 PAYENENt ;\ J T PRECAST WSERi NUSt HE 1/2 pANEIER ff ME FwE AND BENCHES ~~ SLOPED Y lOwAgp INE MtEAi. MANHOLE STEPS SITYl BE PU(ED 50 TNAi aFSer LEnncA PoxaoN. a amE ANO stEPS ARE FAaxG OOMi$iREAN. PLAN casmw ANB AD;YSiuENr i RWGS AS SPEGFlED, •NANNOIES SNAll BE PRECAST W AcrnRDANrE MiN AsTY o-A>e zr NAX NANNOI£ SIEPSNEtNMf R19BiJ OR ETy.IK, tb' ON CORER AS APPROLID BY 2Y 091A STEPS SHALL BE PUCEO 501NAT I A~ aFF;Er WRncAT Povnw a WNE a1A) 1 SiFPS ARE fACWG DOMNSTREAY, I I Au xAx1s W uNxialE m xAIE J_J,~ ro' wNC NDeeEx cASTCErs MARES 13'-M' PPECI.Sf WVERT REWWED. 4 PIPE SHALL BE W T W T HIlSN rM1N WsDE FACE a wML s' / ~FCa caaxECnars wrN Pusr~ SiwER I NANHOIES MiNAXIM RAIX1$55 CF P~CASi BASE 15 ~~~~, SECTION ' ~+ 1H' DEEP ~ ~ ~ WEREnsas'I 1' 1N iNICNNE55 FOR EMRY H' OF DEPTH ~. "`""' SANITARY SEWER g~/~, ,,,.w I SAN-0) STANDARp YANNOIE T ~.. xYDRDHi F7AG N &ECNim 5'r{ ~ 1 1RAffR MIRE 4 WRAP AAgRID LOWER sTAxD awAN yB' fUNCE FAH: (FOR EIEMAlION ~ (~ wAmwAWI ATTACH ~BACNFlLL TO AcFn wRE BE rAAwEO MR1 NUT Y 1 WNC YMO ].5' pTAYEL DR MN. cRUVIm Roar vARES Wl£R w1x PaYETNr.tWE. cROlww io FlTTING wrx 1M1UHE NuT T'XA' LtAn BLOCK /'MV AMUSY BLOCK 6' LEAD LMlt£55 911HRWSE NOTED. B' CONCRETE ~"^°x 7E ALL ANTS MM 6' TfB BFNU BIOCi( 4EGALUGS H RED. (E NECESSARY) ""°° "'n"~ WATER MAIN /-~ WAT-02 ~ HYIXtANi WsTNUADx ~/ ^... GENERAL NOTES i. TNmscwE CONTRACTOR TO VERIFY ALL U1ILTIY LOCA110N5 ON PROPERTY WTIH THE GENERAL CONTRACTOR AND BY fiMl1NG 60PFER STALE ONE CALL {651-454-0002) PRA)R TO STAKMG PIAM lDCA1TONS. Z. Tiff OWNER RESERVES 7HE RMITT TD INCREASE THE NET OIIANITNES OF LN~SCAPE UNBS tlff LART;ER ERRT SAES, OR VARY Nff SPECES ILCOROR'1G TO AYAILABIl11Y AT Tiff THEE OF PIANDNG PER THE LANDSCAPE ARCF81ECT5 WRITTEN APPROVAL. 3. COORORI4TE THE PHASES OF CONSTRUCTpN AND PUNTING RTSTALLATWNS WHH OVER Ca11RACTORS WORKING ON SITE 4. WHERE E](ISDNG 1RFES ANO/OR SIGNIFICANFSHiUBS YASSRICS ARE FOUND ON SITE. WHFTHEIt SHOWN ON THE DRAWING OA NOT. THEY SMN.L I3E PROTECTED ANDSAYED UNLESS NOTED fiBE REMOVED: AND/ORNiER! AN AREA TO 8E GRADED; ANY WESTIDNREGNtDIN6 WHEMEIi PIAM YATf:RIN SNpRp. REMAIN OR NOT SHALL BE BRDIIGM TO THE ATTENRON. OF THE lANDSCN'E ART7NTECT PRlgi TO REMOVAL 5. ALL ExISRNG TREES TD RF)MN 70 ~ FETTTB.RED AFq PRUNED TOREMOVE DEAD W000 PND OIUAAI,YD OR RUBBING BRANCHES. 6. B8B 1REE5 AND SHRUBS ARE.BAI3E0 AND DURIAPEO. 7. NO PUNT M47ERML SUBSTRUDONS WM1L 1ff ACCEPTED UNLESS APPRQAAL 15 REOLESTED ~ 71E CITY AND lNA1SCAPE NNSIIIECT BY TILE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID NNDJaE Q1R1iATRW7. 8. N4 PUNT IUIEWAL SFVLL BE ND. 1 OUN11Y AND COMPLY WITH THE UTESi EORIaT ~ TIE AAIEAICNN SFAtA1AR0 TOR NURSERY STOCI(, AAERICPN ASSOCIA1lON DF NURSERY#EN. S. CONRtAC70R S RESPONSBLE FOR ON-GOINGMNNIENANCE OF ALL NEWLY NISTALIED IM1E18N5 UNTIL T1Aff OF OWNER ACCEPTANCE AM' ACTS OF YMTDNJSM OR DAMAGE WH~1 MAY OCCUR PRNR TD gWTER ACCEPTANCE SHALL BE iNE RESPONSEILITY DF 1FE CONTRACTOR. 10. CONTRACTOR SH4L PROVIDE A WRRTEN REQUEST TO THE LANDSCAPE NtCHTiECi TOR THE OWNER ACCEPTANCE NNSPECROtL 1 T. WMRANIY FOR IANDSCME WTERW.S SHALL 6EGR1 ON THE DATE OF ACCEPTANCE BY THE UNDSCAPE NtCNRECT N"iER THE COMPLETION OF PWJIING ~ ALL LANDSCAPE WTERWS. NO PARTIN. ACCEPTANCE WILL BE CaNS10ER£O. 12. CONTRACTOR SWYL.GUARANTEE NEW PUNT MATERW. THROUGH aNE CNENDNT YEN! FROM THE DATE OF OWNER ACCEPTANCE MTH ALL REPLACEMENTS iD BE FRONDED AT NO ADDRfONAI CGSI TO THE OWNER. 13. ALL 1~E5 ADJAQNT TO HYDRANTS REQUIRE AT LEAST A G-D' SEPARAi1DFN FROM STEM TO TOP NUT OF HYDRANT. IRRIGATION NOTES i. LANDSCAPE COMRACTOR SHALL BE RESPON58(E fIXt PROVIDING A SHOP DRAWING 0.1U5R1ARNG NN HLPoGATION PLAN AND SPECRlCA710N AS PART OF THE SCOPE Of WORT( WHEN BIDDNIG. TEESE SFMLL ~ APPROVED SY THE LWDSCN~E ARCHITECT PRIOR TO ORDER. 2 VFRUY EXISTING/PROPOSm IRRIGATION SYSTEM LOGTN)N. 3. UNIESS.OTHERWISE NOTED ALL SOD/SEED AMTPLANTING AREAS INDICATED ON PENN SHALL 8E 100%IRRIGATED. THE.N7RICATgN SHP11 INCLIATE THE PUBLIC RICH OF WAY BE7WEEFl PROPERTY UNENTD BACI( OF CURB WHERE NEW.LWDSCAPE INPROVEMENTSARE PROPOSED. 4. R SHALL BE THE WIDSCNE CONTRACTOR'S RESPOMS~ILITY TO MSURE TFUT NL SODDED/SEEDED AND FLAMED ARE4S AREIRRMiATED PROPERLY, RNCLUOINC THOSE AREAS DIRECTLY At01XND A1A NTUTRNC BUILDING FOUNDA?ION. 5. THE IANOSC4PE CONTRACTOR SHALLPRWIOE 1TiEOWNER WITH A WATERWGJLAWNIRRIGNN7N SCHEDIAE APPROPRNIE 10 TF~ PROJECTSITE COFRARONS AND TO PLANT MATERML GROWN REWIREIAENTS. - CONIFEROUS TREE NOTES: R IS THE COMRACTOIYS OPiNNN TO STN(E TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE fOR MNMAPoMNG TREES RICA PLUMB POSTTxiN TKiOUGTbUT THE GUNWNTEE PERNTO. TWO ALTERNATE METHODS OF TREE STN(ING ARE ILLUSTRATED. REMOVE AT IFAST HALF OF THE WIRE, 7YIINE, AND BURLN' FROM BBLB PUNS. DoueLE STRAND 14 cA wutE - 3' O 120 WTE(NN.S (TYP.) 18' PaYPROPYIENE OR POLYETHYLENE {40 MIL, 1-1/2' WffE STRAP TYP.) R00T COLLAR TO !# LEVEL OR SLIGHTLY N30;E flNPSFED GRADE iIAGGRNG -ONE PER WIRE 8'-D' SIEEI ROOTBALL i0 SR ON SUBGRADE STN(E A81LCH - A' DEEP SHREDDED HARDWOOD - ND MULCH SHALL HE N COMACTWffH TRUNK. PLANTING SOIL -SEE SPEC. i SCMIFl' BOTTOM ANO SIDES OF HOLE PRIOR TO PLANINJG. TOPSOL -SEE SPEC. 2' x 2' x z4' WOOD STAKE 'I t~!'I l T~ SET AT ANGLE REFER TO EVAN FOR GROUND COVER PLANTING SPECIFICATIONS 1. PLANRNC BED PREPARAION: 1M1 MASS PUMRiC BEDS SHALL BE TA1ED TO A YINNARI DEPTH OF iD'. AMENDMENTS SHALL RE APPLED NTER CULTNAIKNI. 2 BFLKFILL/NP SOIL: VSE TOP 500. EXCAVATED FROM SRE AND PIANIRTG HOLES MID PRITVIOE AMENONENTS TO AEET NNWT TOP SDII SPECRIGTIOIES REAIME All DEDPoS NN11RxNC ROCFS T1JtCER THIN 3' DLYIETER. J. fERTILiUD01t ALL PI.WT HATEYtTALS SHML 0E FERTAJZW, UPON MSTALIADINI, WNF1 ORRD ENE NEV. OR OTHER SPECIFED FERTRT2ER YIxED R1 WRN 1HE PUNIWIC SOk PER 7lE MANUFACTURER'S WSTAUCTKILIS lRB.ESS NO7fD OTHERWISE. 4. MIACH MATER4Y: AS SPECIFlED ON THE LANDSCAPE PW1S. MASS MULCH SRE FLAMING BEDS 7D 3' DEPTH 04FRFIBER MAT YIEED BPRRIER. Al Flx1F@lAliaT PIANDNG BEDS t0 - RECEAE S' SIETL EDGER Ark 3't3F &1fF' iJME570NE ROfO( MULCH OVER 8 MR BLM:x POLY LATDSCAPE FABRE. ALL EVERGREEN AND OECRNIOUS TREE TO RECENE 4" DEEP SHREDDED HARDWOOD MULCH WRH NO MUIDH N (AftECt CONTACT W1TH TREE TRIWIK 5. TREE STNUNG: R SHALL ~ 111E CONTRACTOR'S OPTION TO STAKE AAN/OR GUY TTE TREES ACCORgMG TD THE DETNLS. N 6. THE LOMRACTOR'S RESPDNSiBARY TO TAKE fl'ERY STEP - NECESSARY TO LWMAIN THE TREES AND SHRUBS RN AN UPRIGM ANO PL4AE8 CONDDb1N A NL TMESUMIL. THE END t>F THE PNANf GUARANTEE PERIOD 1SPECWLY WIERE VANDALISM, S(ML OR WMD COFIXIHTNS ARE A.PROM.EM. AT THE EM7 OFPUNT. GUARANTEE PEPoOD CONTRACTOR SHN.L REMOVE SUl(ING, ff NNSTAIT.EO, PRN)R TO OWNER ACCEPTMICE. Q TREE WRAPPRIG: WUPPING YAlERW1 SHALL ~ QUALTIY, HEAVY WATERPRDOi CAPE PN'Efl ANNUFACNREO fOR TEAS PURPOSE. WRAP Nl DEpDUOUS TREESPIANfEO W THE fALL PRbR TO N04EMBER 15 ANO REMOVE ALL WRMPMC AFTER APRL 1. 7. RODENT PRDTECRDN: PROVDE ON ALL TRIES, E%CEPT SPRUCE UNLESS OTHERYASE SPECIfEO. B. PLANTING PLAN: ALL PROPOSED PIANfS SHALL M LOCATED CAREFULLY AS SHOWN ON THE PLANS PUN TAKES PRECEDET'EE OVER PLANT SCHEDULE R' OLSCREPANCES RV 9UANTRkS OOST. SPECATCATKK+IS TAKE PRECEDENCE OVER NOTES. RESPEM SUTEO OeAEN90N5. DO NDT scNE DRAYANa. 9.EDGING: EDGNTG SHALL DE 5' S7EEl fD(RNG WITH THREE (3) MEiP1 NICFIOR STAKESPFR 20 FOOT SECD0IN. All LNSS PLWTING BEDS SHNI. F4VlE FDGMG PEALED BETWEEN MUCH AREA MID ANY ATALACENi TINff AREA PLANTING NOTES i. NO i1ANTING TO BER1STAllEO i1Hf4 GRADING MID CGNSIRUCIgN FLlS DEEM COMPI£IED IN THE MIMEDMTE NffA. 2. AL PUVJT YATERML lOC1TI0N5 MUST ~ REVIEWED PND APPROMID BY 7FE I.WGSCN'E PACHTIECT PRIOR TO ANYAAAI ALL DIGGBVG. 3. K THE tANDSFME CONiRPC10R PERCEWES ANY DEfICIFNGES Ri TEE PINJT SELECTIONS, SOIL CONDRIONS OR ANY DTFER STTE CONOIIIDr! WHICH 18(RIT NEGATIVELY PFFECi P{AM MATQlML ESTABL6HMENT SlA7l4VAl, OR fAJARANJEE 7FkY SHALL BRING TNESf DEFICENCES TO TFE ATifTJRON # THE LANDSCAPE ARCNRECT PRIOR TO MSTAIUTiDN. ~. AWUSTMENfs 8T LOCAITUN OF PROPOSED PUNT 1AATERWS MAY BE NEEDED RN FIELD. SHOULD PN ADJUSTYEM of ALri1SED, THE CDY AND IANSCN'E ARCHRECT MUST ~ NOTIFIED. 5. ALL PLNATS TO BE INS1AlLm AS PER PUNTING OETNIS. 6. ONE SHRUB PER TYPE AND S(ZE: W EACH PLANTING 8ED AND EVERY TREE SHALL 8E CLUFdY iDENTFkD (COMMONOR U11N NOMENCUIURE) WRN A PLASTIC. TAGWHx71 SHALL NOT BE REM04ED PRpR'TO OWNER ACCEPTANCE 7. WHERE TURF AREAS ABUT PAYED SURFACES, FRiISHEO GARDE OF 71ATF NE/S SHAH ~ HEIR i' BEIAW SURFACE EIEVATRNN (ff TRNL,SLAB, CURB, ETC. 8. 500 SHALL BE LND PNTNLEL TO THE CONNURS AND SHALL NAVE S(AGGERFD MIN15. ON SLOPES STEEPER 7WW 1T OR IN DRAINAGE SWNfS, THE 5~ SHN.1. 8E STN(FD TO THE GROUND. 9. SOD ALL NtFAS DISTURBED DUE TD GRADNG OTHER 7FMN THOSE AREAS NOTED TO RECFM sEEO. 10. IEPAR All DAMAGE TO PROPERTY FROM PWRRTG OPEFATNNIS AT NO COST TO THE OWNER. DECIDUOUS TREE t~ff,S (f iS 1HE CONTRACTOR'S OPDON i0 STARE tREES; HOWEVER, THE CONTRACTOR 5 RESPONNSIBLE fOR MNMAMIN6 TREES NN A PLUMB POSIfWN THRWRiWT 7HE GUARANTEE PERIOD. TWO /d.TfRNATE NETFgDS ~ TREE STAIONGME 1Ll.U5TRATED. REMOVE AT (EAST IT/LF ~ TEE WIRE, TN1NE AND. BURLM FTtOM B38 PlATTS. tESCMPnaN LL liI z p a ~ ' ^ ~ VJ r S V ~ ~ 7 L ~~ JW ~ '~ Ups W ~Y T ~M T~ 1.1.1 X W Z yyy! yyy ' INCORP(1RAtFD \./ 611D&ue Fmk DnvS Swa Ipl Ninneumka,MN55313 PMna9529130972 Fvc 952 Y.U 1153 www.dkw.mm Mvuremdq MN Iw6bing AW DWwiSAOV RLK PRQiA20f0-158M WUBLf STRAND 14 GA WIRE - ' ~ANaer,M.Bry awc Wu dm .m P'4arW M "'u° Mr reH mpa6cm °n1 ~ 1 a~ 0 120 INTERVALS (IMP.) 3 , our uu,~.a Pmlmbwl ENye~mam ih 16' POLYPR~W.ENE OR ~ u ~ mu a r ~ POLYEINREIE (40 MIL, 1-1/2' YADE.STRAP IMP.) AMm +- xeNaw IRE£ WRN'TO FMST BRNHCH ROOT CIX1AR TO BE LEVEL OR DATE _- uc. xo. _ 11619 SLIGHTLY ABOVE FINISHED GRADE flAGGING -ONE PER MARE ROOTBALL TO SR ON SlIBGRADE MULCH - 4' DEEP SHREDDED '8'-0' fMROW000 GENERAL STELL STARE PIANDNC SOIL -SEE SPEC. DETAILS SCARIFY BOTTOM AND SRES OF HOLE PRIOR TO PUNRNG. i0P50i1 -SEE SPEC. 12' 2' x 2' % 24' WOOD STAKE SET Ai ANGLE REFER TO PUN FOR GROUND DD"~ JOB: - '&'~" s DATE: 8(30110 . - SHEET: ~~ t.~-- ~ ~ ; l ~~ ~.-,. _. ~- ~._~_ , ;; i ,; r-~,v r-~ ~_ r• r ~~ ~ ~ ~ __ i ~ _ • 7 ~ ... -_. ., _...T,... i . _ ._ "{ ^~ ..1 i'.J Ikp.~ '1_JI'E1 { a c ~ (-, ® t. f- tom-"` j"~83" 7 i i ~~,i~ ~~ l ~ ~ ~. ~;s ~ ~} ~ ~ ~ -~ ~ :_~ ~. ._ ~ r~ :~_. -~- ~- _ .! ~~ ~i i ~ .~,. ~._..t ~~, ,.,_ y:' [~~, .;.~:~u.s... ~~~~_ ~4 ~~1 ® FLOOR PLAN -OVERALL _ _ __ A02.01 NEXT TECHNOLOGY CENTER I • EXPANSION ~ ~ ~ ~~ 13.2 12.9 a U3) 71 (12) 11.7 11.5 111) 10.5 (10) 9 7 6.6 5.D 8 5T.61 5.2 5 4 3 j ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ WALL PANE~N HiNiE~ ~ ~ MTL LOWER PRECAST DOWNSPOUT CONCRETE WALL plp I i TAN WI UGHf ENCLOSURE PANEL ~fLUTED i I ~ ~ __.._.. t __. __.. ~ I _ I_._. _. _ I .. _._.. ~ ~ _ sANDBLnsTFIwsH I ___. I'--- _ _ --.- -- -------- -____ _- __ _ _ _ _ I m t e ~ n I ,~ I f ~_ --- I =1 T.OV 35'0" __- -_ TO SCREENWALL _ 24V -0" OVERHEAD ROLLING DOOR- COLOR 70 MATCH PRECAST PARTIAL NORTH u1 R^ . r-m SLIDWG GATE-BAO/QE COLOR T.O. SCREENWALL _- ---- - -~- 24'4" T.0 SCREENWALL 70' 0- -_ PRECAST CONCREEE 6CREENWALLWILIGHT SANDBLAST u1s~= ~_ EXISTMG ~ NEW -j FACADE FACADE (21) (20) 179 [18) (1~ i .6 (i6) T TES TANK ~ -PRECAST CONCRETE WALL PANEL ~ LIGHT ~ ~ CONCRETE WALL ~ ~ TAN Wl LIGHT PANEL-FLUTED / ~ ~ SANDBLAST FINISH ~ ~~ ( ~ e ® d I 1 I HEAW SANOBUST FNISH AEVEAL WI SMOOTH FINISH 13.2 T.O. PARAPET rc~tt 27' fi" T.O. PARAPET 25'-C. __ FF. B' B' ~ EXISTWG ~ NEW __~ FACADE~FACADE T D O N M l K J TES TANK H G F E D ~PREGAST CONCRETE C o 13'3 qv B A O _ ~_- __-_ ~_- _-___-_ ~- ~ _ -~ _ WAIL PANEL-LIGHT -___~ ~ TAN FINISHWI MEDIUM ~SANDByAST____-_ -__- ~ _-_-_- ~ _-___ T.O. PARAPET 35'-B' ~ ~ ~ ~ ~ ~ ~ ~ ~ TO. PARAPET ~ ..: _ T O PARAPET _ .. ., ~ _. - ___ t l l J I I I i I I I I I 1.~ I I - -- FF. - - - - - -- - - -- - - - - - - - - - - PRECAST CONC TE -- - `+HEAW SAIWBIAST n o~ SCREENWALL WILIGHi SANDBLAET FINISH REVEAL SMOOTH FINISH NEW' ~~ FACADE i 2 (~ " 1.6 ~ 1 PRECAST CONCRETE PANEL-LIGHT TAN WI MEDIUM SANDBUST T.O. PARAPET ~ ~ FItUSM ~ 27' fi' T.O. PARAPET _ _ - _ _ _ 25' B' 1 1 F.F. U-B' HEAVrsANDBLUr FNISH REVEAL WI SMODTH FINISH ~ (16) 1174) MTL LOWER DOWNSPWT PRECASTCONCRETE WALL PANEL-LIGHT ENCLOSURE TAN FINISH WI MEDIUM ~ SANDBLAS T FNISH - e' _ - ® ELEVATIONS A05A1 NEXT TECHNOLOGY CENTER I -EXPANSION Bale: 11,6':1'4' Isxue Dale roa,mm ~_ EXISTING' 4 I ~ (14) PRECnsT (15) U5) 16.5 (17) (18 , f19, _ ~ FACADE IN REVEALW/ CONCRETE WALL PANEL-LIGHT TAN ~ T 7 7 I20) 7 ` ~) ~ ~W SMOOTH WI MEDUM DOCK CANOPY PRECABT CONCRETE PRECAST CONCRETE TES TANK T'0'PARAPET ~ u ~u W K FINISH SANDBLAST FINISH WALL PANEL ~LKiHT TAN COLOR WI WALL PANEL~FWTED , -_- _-_-_ _-___-___-___-____ - ~ -p" M -_ _ LIGHT SANDBLAST FINISH T.O. PARAPET - ti ,, - _ -_____-_-__ _-_-_-_ _- ___-_ __-_-___- ... i _ _ _-_-_- ZT~B. ~ . _- _ _ _._ _ _ _-_-_-__ - .. T.O. PARAPET _-_ e ® ® 1 ' T.O. SCREENWALL e_ PC' O.. ~'f R u LOUVER MTL LOUVE -- - -- - -- - _ _ _ __ - -_ _ _ _ _ _ F.F. HEAW SAN BLAST DOWNSPOT DVERHEADOOCK _- _ ___ p'. p^ FINISH ENCLOSURE DOORS ' i WERH EAD DOOR- TIAL SOUTH ELEVATION COLOR TO MATCH PRecnsT ' _i~A. ~£XISTING _,~ FACADE O COMPOSRE - MTL CANOPY ~~. -BRONZE ' 1 ~.•}' Z 2,~ 7 7 SPANDREL PANEL -BftOIIIE J PRECAST CONCRETE WALL PANEL W/FAUX ~ STONE FINIBH AND J ~ S b.2 PRECAST CgVCRETE O ~ WALLPANEL-DARK TAN WI SMO I iS.B' 7 IBBED B ~ ~ ~.8' 111 8 B YY Q ' ~'IN) 7 ~D.S Y I ~l'I) 7 ~pI ~ ' ~.S '1.J (~L) 12,91~3~ NI o PRECAST ¢ ¢ 7 7 7 / CON T 7 COLOR COLOR GOLOR OTH FINISH MTL ~ , MTL LOUVER CRETE WALL ~ PANED o~ o I PANEL I ENCLOSURET COLOR WIMEDIl1M TO_PARPAEi - - __. _-__._..___. - -' - ___ _-_.. ___-. . ___ ...._- -_.-__- SANDBLAST FINISH rc~¢ I I __.-'- _____._ - 21'-B" ~ r v _ d"~'y'~ ~ 'S~S~R~ { ~ '' Ill ^ ~ RIBBED MTL PANEL I _ l ~ I 1 k~ { S~ itt Y. t: ~ ~M TH ' J ~ 4 m _- _ T.O. SCREENWALL -. I ~~ S .}+~ s ~' x - ' ' 10-0 ~ ~A•kL I' I PRECAST CONCRETE - F.F. -- WALL PANEL ~ LIGHT 0'- p' i I TAN WlSMOOTH FINISH ', PRECAST CONCRE ESCREEN WALL, LIGHT TAN ILIGNT IAL SOUTH ELEVATION SANDBLAST FINISH I ~ ~A. E - NEW~EXISTING_~ FACADE (FACADE QA 6 6 .5 C 0 F H K Q P R 5 V X PRECAST CONCRETE i Y 4 LIGH71 i eLwP ~ Hi i ~ PRECAST CONCRETE "'- PRECASTCONCRETE --- PRECAST CONCRETE I a L ic SANDBLAST FkUSH i WALL PANEL~LIGHT TANWI MEDIUM WALL PANEL DARK WALL PANEL WI FAll% TAN WlSMODTH FINLSH STONE FINISH AND , -- RIBBED -PRECAST CONCRETE - SLDING MTL SCREEN WALL LIGHT BRONZE GATE COLOR SANDBLAST FINISH I ' COLOR ' PANEL TAN COLOR WILIGHT I SANDBLAST FINISH - . _ _ _ _ _ .- __ ___ _ _ _ _ T.0 PARAPET .. . I. ~ ,. - -- ^ ~ :. . -___ T.O. SCREENWALL r ~ i - i 1 ~ L - _ ,..~.. L_ ~,~ HEAW SANDBLAST METAL PANEL CANOPY- ~ BPANDREL _ F.F. 0'-0' I FINISH i BROIIIE P RNEL REVEALWI SMOOTH '' .BRONZE ' i FlI N SH OLOR ® ELEVATIONS NEXT TECHNOLOGY CENTER I • EXPANSION A05.02 Scale: V1C=1'-0" kaue Dale. 09.314110