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VI.1. Site Plan Review - Blake SchoolJanuary 28, 2015 -ca Council Report 15-11 63" a Uffml L11-111AVIDIUM-taqw1l I". X NUO 1 [6111 Proposed Action Staff recorn mends the following notion: Adopt Resolution 15-7, approving a site plan to reconfigure the athletic fields and add an approximately 70 -space parking, lot at The Blake School. At the Zoning and Planning meeting Mr. McNeil moved and Mr. Fisher seconded a motion to adopt Resolution R -Z 15- 1, recommending approval of a site plan to reconfigure the athletic fields and add an approximately 70 -space parking lot at The Blake School. The motion was approved unanimously. Overview The Blake School has been developing a master plan their site for several years, and the first phase in this plan is to reconfigure their athletic fields. At a future date they will be renovating some of the buildings. The site plan review ordinance requires site plan approval for additional parking. The majority of the work will be reconfiguring the athletic fields. In addition to the reconfiguring of the athletic fields there will be a small concession/bathroom building and a 50 - space parking lot constructed on the east side of the property. Primary Issues to Consider • What is the zoning of the property, and how bas 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? Supporting Documents • Analysis of issues • Resolution 15-7 Site plans R)ick)ac Nane Anderson, AICP City P anner Financial Impact: $ N/A _Budgeted: Y/N Source: . .. .... ____._.........m. Related Documents (CIP, ERP, etc,): Notes: CR15-11 Page 2 Primary Issues to Consider What is the zoning of the property, and how has the Comprehensive Plan designated the subject site? The majority of the site is zoned Institutional. The Blake School has applied for the small northeast comer of the site to be rezoned Institutional. The Comprehensive Plan has designated this site as Institutional. The existing uses comply with the Institutional zoning and Comprehensive Plan, a What are the specifics of the redevelopment? Redesigned fields The majority of the work will be the redesign of the fields. The first step, will be adding synthetic turf to the existing football field. The second step will add two additional tennis courts on the west side of the site and rehabilitate all the tennis courts on the site. The third step will move the baseball field, which is now part of the football field, to the northeast side of the site. Football field The existing football field (Glenn field) is natural grass. The field is also used for soccer and lacrosse. The field is also the outfield for the varsity baseball field. Tile football field will be resurfaced with synthetic turf, and concrete footings will be installed for a future donne. Tennis courts The Blake School currently has 10 tennis courts, five each in two locations High school tennis matches, require seven courts. Currently the players have to shuttle between the two locations. With the addition of two additional courts near the westerly courts, there will be seven contiguous courts. All the courts will be resurfaced. The varsity baseball field will be relocated from the football field to the northeast comer of the Blake site. The baseball field will have a six-foot perimeter fence, dugouts, bullpens and bleachers. There will be a press box on the top of the bleaches. There will also be a small concession building with restrooms. The softball field located in this area will be moved north of the athletic track. Parking/access A new parking area will be constructed on the northeast side of the site. This parking area will accommodate approximately 70 parking spaces. This additional parking area will also help keep CR 15-11 Page 3 more cars on the site when there are events. Access to, the new parking area will from inside the site. Concession building and restrooms At the new baseball field there will be a new building constructed for concessions and restrooms. The building will be 19'4" x 22* and made- of concrete masonry units. There will be overhangs of eight and six feet on each end, respectively, Landscaping Some existing trees will be removed with the construction of the new tennis courts, softball field and baseball field. In the area where the two new tennis courts will be constructed, the construction will minimize the tree removal and keep as many trees, as possible, plant three hackberry trees and line the west side of the courts with sumac and switchgrass. The majority of the new plantings will be at, the new baseball field. Trees will be removed along Blake, but trees will be replaced on the corner of Blake and Excelsior and parallel with the base lines of the field. There will also be additional plantings on the south side of the parking area. Sidewalk No sidewalks will be affected. Setbacks There are no setbacks affected. Engineering The following are the cornments from the City Engineer: • On page C3.0 there appears to be a storm water basin proposed west of the existing wetland, off of the school site. There is no pipe connection between the pond and wetland shown or other hydraulic conveyance. More detail is needed on what is proposed and how drainage is intended to be routed. • More detail is needed regarding storm water management, specifically on proposed volurne reduction strategies. In the drainage report volume reduction is quantified, however, the plans do not call out what or where. • Soil boring information should be submitted to the City for review. • The map accompanying the drainage report did not show existing or proposed pond areas and reaches; this should be updated. • Expansion of the northeast pond will be subject to review by the Mirmehaha Creek Watershed District. If the basin is categorized as a wetland, this may affect the proposed plan. CR15-11 Page 4 • There is a future dome proposed to cover the new synthetic turf field; this will be considered impervious surface. It is not clear whether the current proposed drainage calculations include that area as impervious or not, this needs to be verified. • The new utility service connections in Blake Road and restoration of the roadway must be completed according to City of Hopkins standards. The connection to the water main shall be completed via a "wet -tap" method. The new sanitary manhole should be constructed over the existing sanitary sewer line. Blake School will need to complete a Right -of -Way permit for this work. Surrounding Uses The site is surrounded by residential to the south, west and cast and commercial to the north. What is the applicant's time line? The applicant is planning to start construction in April. 0 What was the discussion at the Zoning and Planning meeting? Ms. Anderson reviewed the proposed redesign of the Blake Athletic fields. Eric Meyer, representing Blake, appeared before the Commission. Mr. Meyer reviewed the issues with the existing fields and the new configuration of the fields. Mr. Meyer also stated they hoped to start in April and be completed for the fall sports. There was considerable discussion about whether there would be a problem with hoarse runs and balls on Blake and Excelsior. Bill Gleason of 33 Blake Road South appeared before the Commission, Mr. Gleason was concerned with home run balls and the lighting of the parking area. Marc Borursky, representing Blake, appeared before the Commission. Mr. Borursky stated that if there was a problem with horne runs in the future, Blake would work with the City to solve the problem. It was also noted that the baseball field will not be lit, and the new parking area will have four downward directed lights for security. Alternatives 1. Approval the site plan to reconfigure the athletic fields and construct approximately a 70 - space parking lot. By approving the site plan, the applicant will be able to reconstruct the athletic fields. 2. Deny of the site plan to reconfigure the athletic fields and construct approximately a 70 -space parking lot. By denying of the site plan, the applicant will not be able to reconstruct the athletic fields. If the City Council considers this alternative, findings will have to be identified that support this alternative. CR15-11 Page 5 3. Continue for further inforniation. If the City Council indicates that further information is, needed, the itern should be continued. School, MI'm RESO1.UTION NO: 15-7 RESOLUTION MAKING FINDINGS OF FACTAND APPROVING A SITE PLAN TO RECONSTRUCT THE ATHLETIC FIELDS AT THE BLAKE SCHOOL WHEREAS, an application for Site Plan approval SPR 15-1 has been made by The Blake WHEREAS, the procedural history of the application is as follows: That an application for Site Plan approval was made by The Blake School on December 29, 2014; 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 January 27, 2015: all persons present were given an opportunity to be heard; That the written comments and analysis of City staff were considered; and, 4. A legal description of the subject property is as follows: Part of Lots 81 and 82, AUDITOR'S SUBDIVISION NUMBER 239 and part of Lots I through 10 inclusive, Block 37, WEST MINNEAPOLIS CENTER, and part of Lots 1, 2, 3, and Lots 7 through 19 inclusive, Block 19, WEST MINNEAPOLIS CENTER together with the vacated streets and alleys accruing thereto, Hennepin County, Minnesota. The property is located in the South Half of Section 19, Township 117, Range 21. NOW, THEREFORE, BE IT RESOLVED that the application for Site Plan approval SPR 15-1 is hereby approved based on the following Findings of Fact: 4=� 1. That the Planning Commission reviewed the proposed fields. 1 That the proposed use meets the requirements for site plan approval. 3. That the proposed use is in compliance with the Comprehensive Plan, 4. That the proposed use is in compliance with the Institutional zoning. BE IT FURTHER RESOLVED that application for Site Plan approval SPRI 5-1 is hereby approved subject to the following conditions: I , That the watershed district approved the improvements, 2. That the applicant addressed the concerns of the City Engineer and that the City Engineer approved the final drainage, grading and utility plans. Adopted this 3rd day of February 2015. Kristi H a] verson, Mayor Pro Tem ATTEST: Amy Domeier, City Clerk PROJECT: ATHLETIC FACILITIES CONSTRUCTION VICINITY MAP The Blake Scholl 110 BIN Hopkins, MN 55343 Hopkins Excel we4a & s 23o 1 a.as,s e m sPa�<xa sa.,�«xa a 3 e.,ealxa w„nm3"4.� f— tlem VeheMurq Perk ,,,r.a.<Inn xl.a ��iM+IXmk G2014 GCP�e Gopher State one Call P_W,geetsMoJxcts - 2D19112t 45199- 91gk<School gpleti<Imp[ovemen6lC. Oeai9nl�,ervin9 Ftles1i214Bt49 T?lE SHEET Wg THE BLAKE SCHOOL 110 BLAKE ROAD SOUTH HOPKINS, MINNESOTA 55343 INDEX OF DRAWINGS T Title Sheet C5.0 I Details - Topographic Survey C5.1 Details C0.0 Phasing Plan L1.0 Landscaping C0.1 Notes E1.0 Electrical C1.0 Demolition Plan - Area A A100 Dome Service Building Plan C1.1 Demolition Plan - Area B A110 Concession Building Pian C1.2 Demolition Plan - Area C A300 Dome Building Section/Elevation C1.3 Demolition Plan - Area D A310 Concession Bldg Section/Elev, C2.0 Paving Plan - Area A C2.1 Paving Plan - Area B C2.2 Paving Plan - Area C C2.3 Paving Plan - Area D C3.0 Grading Plan - Area A C3A Grading Plan - Area B G3-2 Grading Plan - Area C C3.3 Grading Plan - Area D C4.0 Utility Plan - Area A C4.1 Utility Plan - Area B C4.2 Utility Plan - Area C C4.3 Utility Plan - Area D O M O.g � N U -0 U) LU _z Cg m m Y P W S 2 PROJECT CONTACTS Civil Engineer / Proiect Lead: Eric G. Meyer, P. E. Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 Tel: 651.481.9120 Landscape Architect: Jean Garbadni Damon Farber Associates 401 2nd Avenue North, Suite 410 Minneapolis, MN 55401 Tel: 612.332.7522 Electrical Engineer: Neil Wunderlich Wunderlich-Malec Engineering, Inc. 5501 Pelt] Road Minnetonka, MN 55343 Tel: 952.933.3222 Owner: Kenneth Nivala The Blake School 110 Blake Road South Hopkins, MN 55343 Tel: 952.988.3454 Land Surveyor: Marcus Hamilton, LS, CFedS Sambatek 12800 Whitewater Dr., Ste 300 Minnetonka, MN 55343 Tel: 763.259.6661 Shorewood, MN 55331 Tel: 952.401.8757 T Geotechnical Engineer: U 'ee`eby—o""'"°ad0 --ton, -,-t Derek S. Van Heuveln, P.E. American Engineering Testing ay ma or mr crea superva:lnx -d lnwtlumerxmaawrn«x«a 550 Cleveland Avenue North Saint Paul, MN 55114 Tel: 651.789.4656 E were,,PE. Mt, : 12.29.14 Re No.: 44552 Architect: Paul Uldris, AIA U + B Architect & Design 2609 Aldrich Avenue S., Ste 100 Minneapolis, MN 55408 Tel. 612.870,2538 „g R 21�144� 0— 8r: 065 Wetland Delineation: CRetketl : ByEGMsee—: 1229.14 Mark Kjolhaug, President S.. rale. Kjolhaug Environmental Services Co. 26105 Wild Rose Lane TITLE SHEET Shorewood, MN 55331 Tel: 952.401.8757 T DESCRIPTI ON Lm�elork Lana O Wmq NE ewKE 5CN004 attoming to Iht recorded plat thereof, Hennepin mrvesota. Cpunry, 1 antl Lot 3, Bbckl and pu0m A, fASi HOPKINg AppR10N,aaordingtoche rttoMed plat [hereof, mHen epin Cowry. Minnesota. 3]5, Ib, Z], 33, 39 and30, Biock 19, WEST MINNEAP0115 CEnT£A, a¢rvrdngto tM1e remrdetl plat thereof, He�mepin Enunry, Minnsola. PROPERTY SUMMARY _ jaat propeMsaOa,essezand prppertyidenkdrntlan numbers measfolbs. Por THE 9wgE xxpp� I _ Int 3 arnept the tM1m partvi{hin 1h¢ E 1/3, SW U9, kc19: Dp Alake—d s 19 unl-03mw. 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B 4/vage l,oYas Prase nR al YswetlmylA/iota Revision History No Dale By Submttal/Revson Sheet Title BOUNDARY & TOPOGRAPHY SURVEY 5/6 Iroject No. BLA20118 LEGEND ( s • FTNNDMCNYUMENi—I—� WARPMAIN --- EASfMEN[ifNf e (�C-- 2 I'll I SEE SHEET 5 SETMONUMfaE o--e-Isnxnnar sEvrea - --- sfreaca uxf��°o Wil✓, -1 _ 18 —_! 3� y� MAPEfD L56]Eel ®n -rt -gyp' STORM SEW£R — 0.FSIRICTE9 ACCESS �S QCiLCtxC MfTFP a 14-�FIAnER ENRSKnON CONCRETECUPB �u � '�� I�1 i C 'i-� �T t I �� g� # �NT r N -0 � ETPAN6FpR� © mNpmow.fa t7—w—mT PNanf PEDesT . eu En�rv�uNanr ASmfifP gaJ o w rg-GUYANCHOP ©-w-G� BIIUMINOUE Eu0.fACf �� 5. � !� {;C NPH CAP SPALL —m— WFaNFA B PST POU: ON F NCEF NCL tANOSCAR SIIPFACf �R._ / ��' r-�' frRAVfVWIOSUPFAEE I6.1� � @� I s+�n ' \ �p ®GAS PUMP WOOU iENCf TPAE6/aIN1ETiC5URFACE ®� I /� r� / �'yy°'` L - - ��a< v --,J \J �J/ O GAS VENTRPE NO— WPLL DOUR€T DECIWWSTAEF A r CONlFEPWSTREf 3 n° i2 1 �'v vsa. /' \ss PIAYGRWNU - / •b 1 / S R R6]n] ° -- --- � -----� �— i T----- ----- '644i u N I 4n- a I o a C=—=� nnnERc LLJ LLJ LOT 1 I. BLOCK 1 @i A WE` me ,— -- -------------- --- - -- aa'VZ/Y EIFS4NA PER MAI -_-_ ,t3� � - ♦ - ' f-�� '- w. _----______-.� � -_—vL. aeUYSYeY r]asP w vx � r •,�trY + .� — __T___-__ -_ r---_��_, 1344'W _ AB4�fYG'w 46 - -. _-_ M 55 ---------- ---------------------____ 58PNeYSi JR]S- ____ _ _ __ _------ --- _ 14 h_BY7T]Jk' 1_�_ �}tl'iR4E EAS]pY1 AER OPCI A11 ir656i9----�--______��__�-�- ----------------------------- ----- � � OUTLOT A ------------------ 489°I3'""W 1287.48 - � SPRUCE RD NORTH 40 gGLE® 1 II I I I I I F— A ,Sambatek www.sambatek.com 12960 Whitewater Erne sults 300 MI.e M MN 55343 763.47660101ft t— BLAKE SCHOOL Project HOPKINS CAMPUS HOPKINS, MN 110 BLAKE RDAD S Certification Summary esgrled prawn a Approved xFN go k/Page: ST6Yae Phaae INFIaI LSSu�:oylMmia Revision History N..D.t By Submittal/RgAsT- Sheet Title BOUNDARY & TOPOGRAPHY SURVEY Sheet No. Revision r ff.-- Project r Project No. BLA20118 rlt�_ 1 is I nL,� NORTH 0 o so U) LLI JO UU tai Z �U 6nareqceniry mafmnW awn. sP�9ta1'wb or repol5 prepare6 by a mr a ec1 s�aan•�swn dueE PfMI Eng i under kM hsrvs ol'N, M s11eM Minn Ma. Fj1n G, Meyer, P.E. Dale: 1229.5E Reg. Na: EE�2 P qed N: 1215914- Oban 0y: CBS CM1.c By: ECM issue odto. 12.2915 Sh TMe. PHASING PLAN co.o DEMOLITION NOTES 1. Verify all ehdated o ility kneign el 2. firs the responsibility ofine. Conlmclor to Pellaw all necessary ailhy demnMbas and mbrations hum eaisbng oftly locations to ml ""Iamenreal who Qailtlings. Thane connections htclude, but are as Itmged lo, water, sanitary sewer, moble Iv, MOM-, gas, elect nc, site lighting, etc "o.,Io beginning want monad Gopher State Dnecall(651464-0002)10 I n 1th -datesihmogh.. he area antler ob'dbetore. Tna CORhado. II olein e services o1 A prry enin locator to #testa tie emete Nilgies. 4. Saweut along edges of pavements, sidewalks, a ad curbs to remain. i. All IS- o im snail be perf'mred In awaher-wilt stale and local stantlam speclflealsma far wndrudion. GRADING NOTES I . Tree llmtedion wnsesing of snow fence orsafely fence Ashissid at the tlnp Ane shall be in place Pdorto beginning any grading ortlemalfllon work al the site. 2. Al, ale thar5 sign an asterisk (') shag be Held vearl If slownbns vary srgmHraody, notht the Engineer for further mStmdlans. 3. Gmdec Shown I paved areas rep sit foist e,ewthen. 4. Resrore all it element areas with X- o f good qually topsail and seed s. All on a redlia, shall ee Performed in accordance win state and total standar specR ions far tons. Gbit. EROSION CONTROL NOTES I . Owner,ndC,nlraraor,h,11,mai,MPGA-NPDE$pentlit, Comrador shall be responsible far all M- Peastring to MN Pe,mh. The SWPPP shall the kept onsan at all limes_ 2 Instant temporary erosion eonhol measures (Inlet prmedfen, sih fence. and rock mrrswcgon enhances) prior to beginning any eewvmio t or demolnbn - at the sne_ 3. Erosion controlmeasures shown on the erosion colbal plan arathe absolute I-nimer'n. The wwmdor shall inslab lempomry eQM dikes, sed menti Ira ps or basins, anrldiboal s talion feadeg, andyor tlrsk Iha sod parallel to Ue wwours as tleemed necessary b furthmwnmol erosron All gages shaft be retarded I,the SWPPP 4. All wnseealsm sae enlmnws shat] - surfaced with -.W rock across sne entire width of the entrance and from the entre rete to a point SP into the wnsln dion zone_ 5. TM toe of the cin fence shall bB hencnetl in a minimum of 6'. The french backfill shall be wmpaded with A vMwamy plate wmpadm_ 5. All grading operalions shall be wndudedA A mammet. rese.zeme potential for site erosion. Sarierent comms pradices meal be established on all demon gradient pertmees, besore any up grsaMit And disturming aditMies begin. 7. All exposed noel areas muss be -hired! as soon as wssiMe In timeno ca soil erosion but rn se later than 14 days after We wnstmdidn adivny in that portion ofibe site has Annion may or permaamfl-sod. Temporary stockpiles wrlhoulsgnifranl sgl, clay or0lganfc components aw (wad he nis ---"a--"arm- mads, parking Id. and sdsr-foolem elze slmded baa r ) mp, from this ,NMe men,. 0. The normal warted perimeter of any temporary or po wSw ens ones . dildl or ale Thal drains water from any portion of the rnnswaion sea, or dberts water arourW Me site, must be slsmd¢ed .,thin 200 I'meal leen born sne pra ni ny edge, or tom the paw &discharge into any sadarz water. Stabilaallon of the last 200 lineal teen must be completed within 24 hours ager coeneding to A surseswelar. Stabilization of the remaining pori,'ns ofanylempomryorpsmlanenitlhdfe5or walesmatt t Iwmptete. to, orclay.agmwnnotly btoesarface waferantl c'nsmrdion in tear gonion'( the tlsth has tenrporawy ar pemmnenly sassed. 9. Poe' -lets must be pm tided with energy diesjpafico wiMm 24 hours of can mdAm le surface water. 1g. Aldiesesnall be inslailetl writ afiie, material m soil separation flex ,it campy sih h the Minnewle Oepadmenl '(Transportation Standar Spedfigtions. 11 _ All storm sewers tllschanging ima wetbntls orwaler bodies shall cullet at or below line normal water level biline respective weliaM or wall, twtly at an elevation where the a'wnsiredm slope isf pemenn Iftner. The nomnai rvalef level small be the invert elevdlipn of sne o -let of the walian0 at water body. 12. All sterm sewer eaadt basins net nettled for site drainage during wnstmdion shall be wwnAft to prevent mrw%tom emenrg me storm sewer system_ Calchbesinsnabessaryforssadrainage during conetmction shall be pmwded wdh inlet pmtddbn. 13. As .bare wncentmted flows occur (earn as swales dna areas in front or storm catch besina and intakes) the erosion coalml fatalities shat be booked by sfabikshm -ohme to proles these facilities from the wneanVmea Mess. 14. ..Md the berSiNCtbn Us anw srery seven days durilg active wm5lmcdon antl his 24 haute after, mbfai-ingreater11hang.5 intendsA2d hours. Allinspedtonsshadberewrdeeinthe SWPPP. 1$. All sin fenws meet be repaired, replaced, orsgppdemented wnen they become nonhmd anal or Ne sediment roaches i/3 of Ire heghl oitbe farce. Ttese repairs must be mado within 24 hours of discovery, or as soon as field reashl ,, allow access. All repairs shall no rewmetl to Ne SWPPP, 16. If sediment escapes rhe censwdion sne. Wf-sne aeseran [.as of AMmetal must be removed 1n A manner eM At A hegeency-Aeon) le miat-.Rano impaffi. 17. All sells traeketl on pavemem shah be rem'wa daily. 10. All imotrstre, areas must be Inspected to ensure that no sedimew from oraI wnelrudion adivgy is readbng the iMnmtion area and these areas are prmeded from wmaadion doe to wnstmclebn saidporeM dI across the in nionion area. 19. Temwmryaoilstockpiles must have sill fiance ar moat ettedive 5¢tlimenl wn[mis. antl rannolbe paeetl in surtare waters. inGudi�slommvaler conveyan sect as euro and guhersystemA. or cpntluns antl tlgches unless the,¢ Is a bypass in place for line dpmmamer. 20. Coteded sednasen, dspnah antl concrete millings. Most do. , papal, pbsefti, fatarc, wnslmdion and 4emolbian damns and other wastes mad as disposed of property and must eamaly with MPGA disposal re Amemeds_ 21. 09, deasee, paint a-Itery he aido.s sial ness must Qe property deceit, moleding sewvWary containment, to patientspiltt, leaks or other discharge. Resmdee accessto storage areas mud be preened to prevent _"n"' VO rage and disposal of haz.Mous waste must be to eoselrenre wall MPCA ,eguletbrts. 72. Erdemal wasming m Woks aM Other wma-stion vAlhdss must be hI s el to A reined area of me ARA - RunaH must be contair,etl end waste Propeely disposed or No engine degreasiog is allowed ..A.- 23 All load! and solid wastes generated my condole washout operators mus[ be contained in €eakgroof cont[ointment facility or impermeaQle liner. Acomeradaddaylinerbeldoes net a Lbw washout lgWds to anter around ware,0 Considered an impemteable liner, Thelquidardsotd wastes must nal .mad Ne glouM, and there mud em be mnoH from the concrete washo- opasorereas LpuE aM sdid wastes mu5tme tlisposatl of pmpeny antl in wmpAanw with MPCACA reguls[iol5. A SRn must be Installed atljeceM to each wasn'al facity 10 Inbrm wnU¢t¢ equipment opemtoq lb ulili4e sne propel ladg!'w5. 24. Upon oomple,bn of ire Projed and elabilitmion of In goned! areas, all st-I erasion wmml ..de, (sin fences, nay mates, etc) shall Qe renov¢tl hem IM1e SAe- 25. All pemmne.I seomenlmidn basins rmtst be restored to metrdesign wnamon Mmedialety folbwkg stabmzatbn of the As. 26. Coal cedar he. seems Nehoo of Temntnalton for MPCA-NPDES period within 30 days As, final Stamil¢ation. UTILITY NOTES �. I is a responsaway of me tanlraum to perform or wordircle at necessary WjMy con sereans and rebra6ons from calming -piny 1pestinas to Ina Proposed amlaing. a5 well as to all -go .-Mies- Thaeo wnnedon, include but are not limited 11 water, seah Ay sewer, oable N, telephone, gas, ¢odds, snta Ignlitg, etc. 2. All service d s shall be po fearwe I. aeeardanw whn slate antl local sParslaM Speenai f slrudan. Ut Ny wnnetlfons (sanitary sawm, moa;ertnan and elpnn sewer) MAY ralleme s permit tom the Cily_ 3- The wnh,olor shall vary ma ¢fawners at proposed tonne lions la -M, Allnles prior in any tie-ins. or coca venue. 4. The wntrader shall Italy all appropriate engineering departments and -linty tympanias 72 hours AW to con.Md-. All neciI shmantlons shall he made W aw a damage to eMMM etat,,. S. Storm sewer requires tesaag in aaorda- with Minnesota pmmbing code 4715.2020 whet¢ located wifnin 10 feel ofwatedines orthe building. 6. HDPE storm sewer piping and finings must meet materials and installation standards per Mtnrsewle plumbing code 4715.0420.6C(4) aria "15 0540.0 bGuding ASTM D3212 joint pressure test and ASTM C2321 ihsiallafwn pradjoes, The Chy requires RCP pipe within Ire public eqn-way. 7. All RCP pipe shown on the plans shall be MI class 3. 8- Mainlaina minimum of735"af wverpxrall .atm lines and sangary sower lines. Install cooler lines 16' above sanitary 5&wers, Where the sfa Sewer tosses peer the water tile, install sewer piping of materials equal to watertnain sladaras far 9 feel an emit sltles and maintain 78' of separa0on. 9. Villers 7%',1 weer6- provided over sannaryeewer aria water hues, install 2' dg IId polystyrene -htmalien (MN/ODT 3766) with A the Into[ residence of at least 5 end a oaral Ne dmrgth of in least 25 psi. Insulation shall Ix 4was, wnlered aver pipe will, le and cushion between piles antl mehiallon. Where depth is less than Sr. use 4' of insulation. 10. At; wsumetarn spirit 'net be Gass 52 ductile iron pipe unless noted otnerwese, 11. See Project Seedif:-l'ans for bedding requirements. 12 P-Iihe las, and disinfed all new wal-firStlaccoNance with Slate and lora, req u -ons_ 13. sanhary sewer piping shall be PVC,SOR-35 for deptas leas than 12, PVC SDR -26 for depths belwe¢ft 1T acro 26', and class 52 D.I.P. for debate oF2( or more. J O M O= Ci = j lin A 1 © Q `u) 00 W z W � J Cit coM Z LL o Ya W O 12� x N (V U) Lu Q VU U) LL ry U-1 c-) F- J Li UJ Z J p Q Q a uj d ry I heimdob if leepors wan, VJ "me Ands, repanwuwe,ft.. anma or erect my dhasupervwbn Olin, am a duly e Prokssional Engineer under the laws Eric G. Meyer, P.E. Dale: 1229.14 Me, No.' 4459a Pev. bio deaminvo P.)ed N'. 12146149.000 Diavm By CB6 Checked By. EGM Issue Date. 1229.14 She. TMe: NOTES PVProjedsNrejads-2614112146144 Bhke Sctaal AlNeac lmproxncewsrC nesigMDrev4n9 Fiks112146t49Catlwg C0.1 MATCH LI NE. SEE SHEET CI.1 MATCH LINE SEE SHEET CI.B r, L� F -f-- / Jul w I I �----------L---�_IEESHEET��MATCHLMFTCH LINE -SEE SHEET C1.0 r --x-- � •"m �a •v� �'2EMpV€ AND DISPOSE LYF EXISTING CONCRETE PAVEMENT SECTION X. TREE REMOVAL f I J :EYOTESN) ;UPI - I j j �� \ ��( I I I I I Lam• , I I � �1 — — =+^3�. s�1 �,y.•�.y .vim - / / %� �� i '\ � (i_� �..� r � 1 I ♦�� I i I I � I I iZSiG�-Bieke�dclrml~nin,enc rnp,w<yn�scoevgm n�,Fues[i2tAe1%5'C[:Ue+3ew�--Y--I�._i W a� I'tl a, e.. an ` - - ` — — — — — — — — — — — I I 8r�ZGs I I Le9m�,d _ i------------ I J L5 J II _ _— welen e: +zlaslasb� I -------------J --------- •no BY: CBS -------------- i I I CM1ecketl By: EGM I r I I W oo QU) Issue Dai, 12.29.16 I Y z w 2 _—_-- — -- I— DEMOLITION PLAN I I NORTH W c I I I 0 15 L -_ -- ---r --------- I I i I I I I _x I I � •v� �'2EMpV€ AND DISPOSE LYF EXISTING CONCRETE PAVEMENT SECTION X. TREE REMOVAL f I J :EYOTESN) ;UPI - I j j �� \ ��( I I I I I Lam• , I I � �1 — — =+^3�. s�1 �,y.•�.y .vim - / / %� �� i '\ � (i_� �..� r � 1 I ♦�� I i I I � I I iZSiG�-Bieke�dclrml~nin,enc rnp,w<yn�scoevgm n�,Fues[i2tAe1%5'C[:Ue+3ew�--Y--I�._i W a� I'tl a, e.. an ` - - ` — — — — — — — — — — — C 8r�ZGs Le9m�,d _ J L5 J II _ _— welen e: +zlaslasb� 0 i BY: CBS CM1ecketl By: EGM W oo QU) Issue Dai, 12.29.16 W crz Y z w 2 I Y Q I m z DEMOLITION PLAN m o Y NORTH W c cl.0 I 0 15 L -_ -- V As r � � _W Z JO U U) L� U w � U) W Z w =0 LLI A U) If, b my nitM1'q Fe M1 Fe P Po � _ by tle Yd ct IK Y ^� I of M inler [M1e lours f h. ate ,nnesot Data12 29.14 Reg No 4<552 II _ _— welen e: +zlaslasb� IDawn BY: CBS CM1ecketl By: EGM Issue Dai, 12.29.16 Skeet T01e: I DEMOLITION PLAN I NORTH AREA A cl.0 I 0 15 L -_ -- MATCH LINE -SEE SHEET Cl 2 Y\ „ MATCH LINE SEE SHEET Cl 3 — — — — — — — /� MATCH LINE SEESHEET C1 t. — I •&s — — �11 F r .1 / \ j\ } ri MATCH LINE -SEE SHEET CI t + l v �, D o f ! x P-WrejeclsLL ropcls-20f4M214G149-Brake School AaMeuclmprwemeelLSYC Oemgn,prawing Eires,i�t@sa49 Ci OL13dng 0 Tr II - 1 -MATCH LINESEE SHEETCII i MATCH LINE - SEE SHEET C1.p .ai O z M Q U01o U) am W 0 z Y z W � Y J< ui on m z _o L' WO SYMBOL LEGEND REMOVE AND DISPOSE OF EXISTING J i SfT MINOUS PAVEMENT SECTION I Yry M. E fDISPOSE EXISTING CONCRETE PAVEMENT SECTION r LL KEY NOTES 9O SAWCUTREMOyE.ANDOSPOSEOF EXISTIIGCONCRETEdUR -._,.� I— �l NGGWiE .Fr II o -'RE ABOVE ANO SALVAGE EX IST)NG CHAIN LINE CE EABRIC A; j) NEEOE. TO COMPLETETHEREOUIRED VVGSK $EINSTALt-' F— AFTER CONSTRUCTION. - w 0` I J O z = U o f ! x P-WrejeclsLL ropcls-20f4M214G149-Brake School AaMeuclmprwemeelLSYC Oemgn,prawing Eires,i�t@sa49 Ci OL13dng 0 Tr II - 1 -MATCH LINESEE SHEETCII i MATCH LINE - SEE SHEET C1.p .ai O z M Q U01o U) am W 0 z Y z W � Y J< ui on m z _o L' WO -�Lli l^ Ibereby re,i fy anatih.s gan�eyaree II19yy' i T- V! b� tl tlr �pervis on 2 IErg y urltler the laws ",,I G. Moyer, p.E D to i229. E4 Rcy W 04592 D.re Ila Eli L. II} � Draw., er ces ... ! 11.11101: 1k1BY EGM Date 1229. is X Sl— True DEMOLITION PLAN a AREA B e I— j) F— w WZ J O z = U -�Lli l^ Ibereby re,i fy anatih.s gan�eyaree II19yy' i T- V! b� tl tlr �pervis on 2 IErg y urltler the laws ",,I G. Moyer, p.E D to i229. E4 Rcy W 04592 D.re Ila Eli L. II} � Draw., er ces ... ! 11.11101: 1k1BY EGM Date 1229. is X Sl— True DEMOLITION PLAN a AREA B e �W y� 1& P � u� CD `S41 O P1ProjeuaV'q %Ip8ta9 �e �a.Tr i --- is ( I I BLAKE RD S 9.,3 •iq c", Y � C�9 X_X MATCH LINE- SEE SHEET Cl2 1 • i �{ _ j MATCH LINE -SEE SHEET 6I2 I C~MATCH UNE- SEE SHEETrCII v MA SEESHEEII � sang FMs11Y148fa9 C1.t1C13. avg — `__ _ - - I =� I SYMBOL LEGEND D "MOVE EXISTING BITUMINOUS PAVEMENT SECTION D REMOVE AND DISPOSE EXIST NG CONCRETE PAVEMENT SE SECTION KEY NOTES Qt SAWCUT.REMOVE,ANO DISPOSE OF EXISTING CONCRETE CUR® AND GUTTER. O REMOVE ANO SALVAGE EXISTING CHAIN LINK FENCE FABRIC PS NEEDED TO COMPLETE THE REQUIRED WORN. REINSTALL AFTER CONSTRUCTION. 0 NORTH 0 1s�tl EIe G. Meyer, P Dace: 12M. t4 Reg Nm 84592 oeaapeon Praletl# 42148148090 Dram ey. cas Cn iKl By: EGM rasue ONe. I2.2g14 s Tme: DEMOLITION PLAN AREA C C'1.2 c r yd m o �Jmm Juigsi o o� LU 0 z fr Y Z �2 Q J < vi co o Y W o N N U) �z � JO QU cn LL. U H !Li Fco > W Z � J O z =U _j a� Q wa ry vI I nweby rertiry Nar Inia qan, apedncatio�s of rayon waa peparep lryMme a uMer my tliraq aupervelon uat I am a dWy I�nsetl Prolaesenat Engineer under lBe larS dine stau of Minnesma EIe G. Meyer, P Dace: 12M. t4 Reg Nm 84592 oeaapeon Praletl# 42148148090 Dram ey. cas Cn iKl By: EGM rasue ONe. I2.2g14 s Tme: DEMOLITION PLAN AREA C C'1.2 -.-.-.-.-.... - i —.—.— — — — — �.—.—.—,— — — ---i —.—,— — —.— — — —.—._ SYMRC1i IF(.FNjn BLAKE RDS — _ _ _ _ — _ _ , +11 3 3H 31l —in 3'1 3n 1441 - -__L7 - �- -J— ->- - - - Mi- - — 1 I 41 I IS W. ..- I \ � O 1 �_ MATCH GINE-SEE SHEET C1 — — — —�= 4 I^ 1 �I �pP,-- MATCH LINE -SEE SHEET CII �epnz rejenc TOtM127 1a9 Bake scn clrn. re a ¢n1a� 0asigmUraw ng Prksl111a5149 G1_p-C13Mg r 1 � f - REMOVEUS PAVEMENT SECTION BITUMINOUS PhVEMENT SECTION RIM OVEAND OE EXISTING CONCRETE PAVEMENT SECTION KEY NOTES Q SAWCUT,REMOVE, AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER. O REMOVEAND SALVAGE EXISTING CHAIN LINK FENCEFABR IC AS NEEDED TO COMPLETE THE REQUIRED LVORK. REINSTALL AFTER CONSTRUCTION. ineagrRairomanmaaaa. sRe R �d,�PraPa.� dr I,e�wSe d d ly lceased P, f--1 E 4 ruritler IN. laws slate MrnesM E,K G Meyer, P.E. Date. 122914 Reg. No.. 44592 Dare 0-6y: cs5 CI—PM By EGM go Issue Oaie. """ Shen T,11 . DEMOLITION PLAN �NOORTH AREAS I I�.I �J 1g $0 EQ Cl .3 MATCH LINE-5EE SHEET CII�'LINE-SEE SHEETCI.1 v .._ _ — — — — — — .— — —— — — —-- MATCH LINE -SEE SHEET C90 I�Ir�� ` IJ MATCH LINE -SEE SHEET GI.O ` I I SYMBOL LEGENDiOr a I L I �mv NEW LIGHT-DUTY BITUMMOUS ' ice* I.I I C mm As JJIM W3�o c NEW HEAW-DlffY BIFUMINOUS e (J I � NEW CONCRETE - � TI \ O NEW --ETIC INEW TENNISCOURT PAVING p Q SIIe Lu Z o it3a •im� J z m -77 � � o z ol c . E 11 - ;I, .II I CV nj co _ 9 n m I � -� 11 I f w w z x' J .�' ..' �W s^ sY Illy n p �/� I I _ — — — _ /, 4� _ — � /�� ♦/ �/ .. I or lee slxe of Mla�cmae \ 4 I D�— - >e �4—i--I—r—h�—l--I—+—I—+—� ;1 Pra]etlC 121eg149-aoo 0—BY: CSS 9 Sy. EGM 1 •. SeeH TNe: _a PAVING PLAN l "L __ I i 1. AREAA -- j` N TH C2.0 P:w.� pm-xowll21M149 emee � ;•��¢�; Wim_- HT1/ MATCH LINE - SEE SHEET C 1.2 MATCH LINE -SEE SHEET C12 MATCH LINE• SEE SHEETC1.1 j / MATCH LINE •5EE SHEET CII o ` MATCH LINE - SEE SHEET Cl A MATCH LINE - SEE SHEET C1.0 Pwre}eeswmleces -2018\121<81P9- plake Sctwd alHene Improvemenratc. pesi9mDrewng Filesl12ta5ta5 c2mc2.aawg MATCH LINE - SEE SHEET Ci.3 VSs MATCH LINE - SEE SHEET CI.1 •— I — — — -'�` — _.MATCH LINESEE SHEET CI.1 �� MATCH LINE - SEE SHEET C1.O Ifs SYMBOLLEGEND HEW LIGHT-DUTY SITNMINCH5 NC-HCA—..-CITUMl—S � NORTH �-- 7 LJNOL----j 0 15 30 69 Ihe,ady�nl�lnallnlapan =�Um�aho4=d,le�dwa=ae�eed by I of ender my dire?sayervslnn and that I am a duly lirznvd Peolessional Engineer antler the lams of the sale of Minnesma Enc G. Meyee, PE Olt, . 1229.14 Reg N. 44592 —peon Proled A'. 9000 Drawn fay CSS CT,l. By EGhi Issue Date 1229 t Eheel Tule PAVING PLAN Aft EA B C2.1 U �`JI11 1 I1 1 a L7— 4 - i PlPruiedsWrojacis 2(�9111W6'f49 eSflnd . ._._....._._._. BLAKE RD S m 4 PaaT❑N LINE -SEE SHEET GI.2 PATCH LINE -SEE 8HEETCI.1 — N. SYMBOL LEGEND NEW LIGHTA -B1T1 WmouS C w a NEW HEAW-DUTY BITUMINOLRS C ` IIS (D Dy me ra under my tl ratcuDenS on e o AGF] -LIME � W M 5 � GONORETE � OV f min oltlie slsle of mi—da EricG Meyar, F E oala: 122e14 Pey Ne OM U Do � � 121eB1as000 B �Bs Q co Ck k By EGM 121114 s eeine WEr PAVING PLAN Y w�Y AREAC NORTH d Z J Z m e -y -y _ LL o y 0 15 30 60 LU o � nereny �m ry Ua1 PN:dee sDetianl an a Pepo¢uas pepare¢ Dy me ra under my tl ratcuDenS on aPe ]NaP am a aceriseo Professional m ary me laws f min oltlie slsle of mi—da EricG Meyar, F E oala: 122e14 Pey Ne � � 121eB1as000 B �Bs Ck k By EGM 121114 s eeine PAVING PLAN AREAC NORTH 0 15 30 60 —....... ...... —....... ...... _.—.— — ----------- -------- ... -...... —.-i I SYMBOL LEGEND BLAKE RDS I I � I MATCH LINE • SEE SHEET C1.2 I MATCH LINE - SEE SHEET C1.3 — ; i— •1 — — — — — — — -- — -- I= — — — ihMATCHLINE SEE SHEET CI -1 HBc MATCH LINESEE SHEET CI.1 P wlaxaxwro�eas-201911 4&Blake Scfiool Mtc lmparenxWC. Qe_19.Q3 qF.1-2146149 C2.0C23mq NEW LIGHT-DUTY BITUMINOUS NEW HEAVY-OUTY BITUMINOUS AGRI-LIME GRAVEL CONCRETE 0 7L:—L----J ORTH 0 15 30 60 rot a Iw � S p m J Lu MR J O, O =M � N Uoa � oo LLf I z z Q Y 5i J N m 03 Z 0 1' LLJ 0.O � a 7 W N U) w E Z JO co QU L w U H H > U) w W Z -1O =U J � Q !JJ F 6 �e4reor eendrmal m�e pan, speaficaliwc or rcpod w>a lxepa d eymemareax�eerveian and Inka!I amaduly nsea Plaessronal ErelneeIwdeyme lass -G ye1•PE. Date: 12]9.14 Reg. No: 44592 wamc4an Prgea%; 12146149.000 O[i�%a By: CBS CM1ec By: EGM Issue" 123914 SM.TNe: PAVING PLAN AREA D G2r3 — MATCH LINE SEECNCC'T GIi 1�!`� f"' /k-. / - r ._"_�MATCHLINE-SE�-SHEET-Ct.f'-- —\11— ` ....o. 'MATCHil SEE S"EE T CI6 /- / / / / -- _ `.. MATCH LINE SEE SHEET GtO II ®•V Yom` —��- CID lid. - - � III I I A • • 1 J Lu Jig V Au � O Q / a i , r !t II •3 — s2 (n I LjjQ W i ILL. Z _ Zm d Z ! l �- I \ - 11 11 1' / ` II I .�-0 r,1r r.. 1 Ir?r III �' -•�� `dl �. -��'--- � •-vv •�}�` ,.y�" en —� no. o eV T di II Y9pais _ U)-1 1) \ - AA Ii11 1 1 ( �e 1� �'��''•W3 IFVI� --_ -_- -- -- -- �- �� _- --- _-_ -- _ - �'� �', A 1111117111v eev v'� ��11V��\11., f uoi 1I-11 7 n srers rFj, - ��; ��- Q L 1 i '�`v v v1 - �,1�1, "(_ r ' 1 1 r_ f p�iiii l �Ar„ERB ,� ��iJ� 11• _ - - �)v __ I- J — /��' et� � I 11l t b1 � � ,£�� . ��_;- �/a I! 1 � � � � 4 u li' r' �.�' �.�•. -_ - `_ - �-�_- WCly Z uj \ I Z U � 111j I _ _ 111 I - 1 1 I I 1 / fl 1 `� �� G I I I I�Y� I I -VAI j I. I I Ii 1 IM tY Rlfr mat lNsd 11 1 I 11 7 1 __ - -- - _ LEGEND -7- _ - ---- -SSQ----- -�1 EXISTING CONTOURS _ MAJOR INTERVAL OONTOURS F g48 PROPORED GONTouFs-MINOR INTERVAL _------_--- GRADE BREAK LINE i� GRADE SLOPE O _ - I VY� ^ j ~ �y I ' I I _ ` Il I I„I ❑ I I I ® SILT FENCE RIPRAP l ROCK CONST. ENTRANCE INLET PROTECTION � P I I %33a CONCRETE WASHOt1T STATION I I SPOT ABBREVIATIONS: 'fyI —.90TG TIC Toa or (:uFb 1 / )'- ♦ I I [ 1 I I 449.50 GL GL -GUTTER UNE. B-SITUMUNOUs EOCEMER ENGYOVERFLOW 1 I I I ( TW-TOPOFWALL SW-BOTTOMOFWALL(F!G) E% 3IISTINGTOBEVERIFIED vVP,ei.e.Wrowen-]9fd\12146149+.BI?YCV I�WIAInIe eV lm�mwmannlc,'esWnNr..wn9Fk192''iaRtaass Q rf'�I11� NORTH 9 15 3P S0 E�c G Meyer P.E. Otte: 122914 Reg NO.: 44592 Rer. Cato Bmiptian Project#: 121 4 614 4 0W Dram illy C85 cnecketl 8y. EGM Euw Dole-, 12.29.14 SIMet TltM GRADING PLAN AREA A C3.0 LEGEND % -950----- ESISTING CON TOURS 959 1 PROPOBEO CONT OURS -MAIOR INTERVAL 949 I PROPOS ED CONTOURS -MINOR IMERVAL GRADE BREAK LONE 20% MA7G_WN 'SHEET G1,2` l 1 MATCH LINE -SEE SHEET Gt= GRADE SLOPE ?� \ 0�1a—\ MA—HUNE—�� 1`I FENCE TCH LINE $EE�BHE CET 11« �{ SEES -";I .t — ,�� RIP -RAP/ ROCK CONST. ENTRANCE -- - ^ —/ .�f ! \. •� j•\ t \ 1 \ f J J`r INLET PROTECTION L___, CONCRETE WASHOUT STATION SPOTABBREVIATIONS ``---_---: _-4000SC�7 -TOP OFCVR9— 519 s� }�— I 94930G GL -GUTTER LINE B - BITUMUNOUS _ _ __ C_CONCRETE ._— ^•1— �_ TW —` EO- EMERGENCY OVERFLOW --- _ __ _ ___ __ - TOP OF WALL __— — — --_ —BOTTOM ------_-__> - C)_EXISTINGTOBEVERIFIED Om 2 m 2 7 � U°9 Q U1 W0 LU Z Q w g m m Z o LIJ O a. LLJ uj 1 _ • v vv v\v\ � �Irr/ ! rr/J .'r �l I � = / -�* l` 95 _v)� T I a r ! r -- -J 1Jlir 1Il l�i{rr jll -� \� - _ �/Y m e -\ r )f{)!(lr rl rlllf /IJ )/ h ! / �� Q III { r ! v ` 11 MATCH LINE SEESyEE-T C �l _ MATCH LINE • SEtSHEET-C1.9' MATCH LINE, SEE gX_EEl=TC1Q f - MATCH LINE-SEESHEETCI0 T -) — _ r NORTH ti r �I II • _ °�' I a �� .1i' �..�� C/_ _ _ / ✓ �� II II _ ♦�i ��$. 11 i -f I;I_I�L.�. 9 Is s9 5a 4a P1Pro{etlsWojech.2Q14\1]145149-91ake ScM1aol NM1letiv Improvemen6lC. Design Drsvnn9 Fi1a51121-08169 C3.9C31,Qwg ,^ IhatabY M1NNc N' qan vJ peat pw[ p �M er a mr a eel pe - w n 1 a•ry rceleea Pot I Ergnee w0 IM1e laws of Me smote of N'nnesMa_ En<G. Meyer, P E_ Dale: 1220.14 Rog. W 44592 kev_ Ores 9eemldon P �x 12149149.000 I,By. G9S C 1. By: EGM Iss Date- 122914 Sheol TNc GRADING PLAN AREA B C3.1 r: \ 6- BLAKE RDS ------------ ---------------- 1 � , �lao v/ I I \ F�is DT of 01 1 11e I I I 4 I` I I Ir 1 1 - 1> I \ 1 I— �" oa 974 M 1 ' 1� /_ \` 11141111\ 1 I; — — —✓ MATCHLINE-SEESHEETC 2 - 9 9—MAYC�111'IN-=SEES EETC12 1 — — r ,H ' IN E.�.f. - 1 i 111\1111 lY � TII ��` TCH —55IiREETG t f l _ — f _ — ( j-i3'hM/TCH LINE-$EE4SHEET�C�.1 1 — 1 rfl 1 � 1 1 1 l l 11 \ \ \ (� \• 16- P1FrojetlsWrojecn.2f�i4t4(dt49-t wklrrlx B`.. D! r4lk51121�G1149 LEGEND ' — — - 950 — — — 950 EXISTING CONTOURS PROPOSED CONTOURS -MAJOR INTERVAL m 989PROPOSE. --- — CONTOURS -MINOR INTERVAL GRACE BREAK LINE Y^y C y C q GRADE SLOPE Ivo- -0 SILT PENCE m •� 5, Z) RIP -RAP f ROCK CONST. ENTRANCE `w b Lu p --y I 7 INLETPROTECTI-I -j i I Lw�wj CONCRETE WASNON' STATION SPOT ABBREVIATIONS: 450.40 TC TC - TOP OF CURB O 98950 GL GL-GUTTERLINE J B BITUM UNOUS O F m C -CONCRETE T 1 EO- EMERGENCY OVERFLOW TW - TOP OF WALL O Q BW- BOTTOM OF WALL(F/G) ♦[1 -, O V/ (°)-EXISTINGTOBEVERIFIED Q � UJ 0 Z GRADING NOTES Q Y 1. Ttae prat Giw wmating of snow lance or Safety Fence-Bstaliad al adp lire be -n !leg -nn n9 enygradrg ordenrolilion I'r O � shall placl priorm warx at me sae- W � O z. An elevations wall an aslerLSx {-J snan be nem verified. H elevalkns � S varysignJ Wily, noli(y Ne Engeneer lar further inslruciiaM1rc. �- = 1 r 3. Gratles snownrn paveddr! pre If-helevalron `!> herby ceNly Ihel Illi pl., v, pepncal rrePre PreW� by tl My tl eCt P¢ - i d deyM cad PM Irontler the laws ame at a .. M+M,esaa. Ebc G Meyer, P.E Date: 1229-14 Reg-N'a', 44592 0 -0 - Pry d- 12145149.m D By: CBB Checked By: EGM Isave Dete'. 1229.14 GRADING PLAN AREA C NORTH 7L7 I u� ao 1s 4 Realom all disturbed areas bh X fqa q alny topsoil arm seed, 5 All conet,d,, shin be pad ed' [dance wlih state ane kcal (V standard speerficanons tar conslruUkn. r rJ F EROSION CONTROL NOTES m 1, See Cy.l br wmWele erosien control nates. Z) U) w_ LLJw Z Q J Lu `!> herby ceNly Ihel Illi pl., v, pepncal rrePre PreW� by tl My tl eCt P¢ - i d deyM cad PM Irontler the laws ame at a .. M+M,esaa. Ebc G Meyer, P.E Date: 1229-14 Reg-N'a', 44592 0 -0 - Pry d- 12145149.m D By: CBB Checked By: EGM Isave Dete'. 1229.14 GRADING PLAN AREA C NORTH 7L7 I u� ao 1s ...... — -------.—.—.—.—.—.—.—.—.—.—.—......... .------ ...... ----- -- I LEGEND —.—. — — BLAKE -I - EXISTING CONTOURS I 0 PROPOEOCONTOURS-MAJORINTERVAL — — — — — !_ _ _ _ 949 PROPOSED CONTOURS MINOR INTERVAL r-p2ym c�C Dre GRADE BREAK LINE GRADE SLOPE ID y SILT - _— - - - _`SI _ - - " _ -T - - r 'T`�J3?, - 3f1 T RIP -RAP !ROCK CONST. ENTRANCELu C v € "--`___-�Tom\_-'��- - M 7 INLETPROTECTION o ,` CONCRETE WASHOUT STATION CI \ ^ G \ ` - y- SPOT ABBREVIATIONS: I _ i -�- .. -\`- - �_-\ _ �T--e..�n—Y,—X.' 95D00TC TC TOP OF CURB Q J _ _ "- ` - _J f 1��CG - 9495-0 Gl GL .GUTTER LINE O ,� -C 1.BITuMUNDUE. i tri y O. CONCRETE T iCa Ilf%!I 1 EO-EMERGENCYOVERFLOW y `'�' I \ f I TW-TOPOFWALL U O Q BW - BOTTOM OF WALL (NG),Q M-EXISTINGTOBEVERIFIEO (n ILLJ Lu 0 GRADING NOTES Q c coI II I I I I �(I / i t. tree prolegipn Consglipg of sn�w(erlge arsafety renes ipslalted al me W m line shall be In place prbrlo beginning any grading nr dertpMien O ai me ails. LOO 2. All elevations wiN an asterisk (y shell be fell verifietl. if ekveiiorus = �/ vary significantly, nollH to Emineer for Niter inondions. DT 1 DTGrades shown in paved areas represent finish ekvalion. r 4. Restore all drsludred areas w4h X o(0ootl quaMy topsoil and seed, N 1 I' I -__ \ ml ( � � r, I-�a ( -s. An conswdion mall be percomred in a«omance wen sraleand local N I 1 EROSION CONTROL NOTES m I. ! } �� yl I i-� �`\1 I 1 r. See C3.l Wrcompele eros ion w—I nines. i 1 �tr cn ,Illi 1 _ Ib by dny the (N li by a ya eG pery - r I ` _ oI xramaa�¢y Icer�sea i Ir � 1 I !! Irl 1 11 I I� cl�•_� ___- I - I ! Enc G, MCYw.PE O m �N f l l r> I I I I I / { 4 / I 1 Rev Date nesreoer. 1 lam( r f /i _''AjAiXi�IN SEE SHEET Ct2— —\� 1 1 MATCH LINE -SEE SHEETGt.3 / I T/TCX MATCH NNE LINE -SEE GHEET UPt.i f I \ I I I 1 I 1 t l Fro>ed n. t2t6staa,00p 1 I�� 1 oma, Bv. css 1 Checked By: EGM feaue Date: 12.28.16 �i f � 8hen TNe: ` NORTH GRADING PLAN AREA D o 15 30 C3.3 PIpojenztacoject; "20'141 f>,96� 9BIake Scrrool ANletc enProw >t, sHt`DesigmOre ' 9Felest2'rn6 a9C3 trC3a e.VT' �. - �_ _ I _ / I I LEGEND I I 1 I I I•R: I I I O STORM MANHOLE O CATCH BASIN 0 CURB INLET A HAREDEND O SANITARY MANHOLE HYDRANT H GATE VALVE 8 BOX gI WATER SHUTOFF ft LIGHT POLE Loi O IIA CH LINE - SEE SHEET CIA — — — — — MATCH LINE -SEE SHEET CIA �Y \ CABLE UNDERGROUND LINE Y' CN ELECTRIC OVERHEAD LINE OE UE ELECTRIC UNDERGROUND. - LINEFO SAI FO FIBER OPTIC UNDERGROUND LINE -^G G— NATURAL GAS UNDERGROUND LINE ' �J SANITANY SEWER PIPE > 3 STORM SEWER PI PE SAN MHX _T—T— TELEPHONE UNDERGROUNDUNE RIM =955.XX SAN MHX —I-1-1— WATERMAIN PI PE INV=947.1 55 RIM 955 -XX DRAINTILE PIPE [ [ [ INV = 946.69 [ [ [ mvements,L_Del-9n�{arvnlg�ih85121d8149 G.OGI..�.Ifx9 _T77 \2 MATCHLINE-SEESHEET C1.1 — MATCH LINE. SEE SHEET C1.0 a ly II I I I y 7 �' %[ �✓% � 1 � i ��y'l� � I � I i I � � � � � I I � � � � � ;\ � l v�•'' i� f l 1 IT 1 1 1 f l l l l l I e 1 f I \\ SAN MH 3 I I`� \ RIM = 955.XX -1 IN =948.63 1 -11 2 LF 0. 0% SLOPE J N MH2 RI=955XX-� = 948,80 1 ^lF 8” P L@I Q I'll a IN_M'H I IV" = 95SXX 1 V =949.10 NNECT TO E I � I FL I I �3,s � Z�E Q 2cc� y�cn'm D Jw�� Al j U o0 cn o 0 w&z 3� LLI Im M Z oa � LLJ a " •:'r w h P spe ficaL lull C °a'on A tM1 11 4 1y 1 neetl Pe f IE 9 IM [Ih21aw5 (Ne gate of Mirv�ecota Erie G. Meyer, P.E. Date 12]8.14 Reg, N°.: 44582 Prole.# 121-9m O—y: G09 Ch—By EGM I. -Del.. 122914 SUM T" 1 I 1! 1+ I LI I I I Q' I I I I l 1 I UTILITY PLAN I I * '' I PIOR�W AREA A LEGEND O STORM MANHOLE O CATCH BASIN Ej CURB INLET FLARED END O�p SANITARY MANHOLE `�A HYDRANT N GATE VALVE & BOX 49 WATER SHUTOFF LIGHT POLE 11 1 Y / MATCHUNE-SEESHEETC12 MATCH LINE• SEE SHEET C7.2 \ \ MATCHLINE-SEESHEETCI.3 �I -MATCH LINE - SEE SHEET C7.1 — — — — .r�/H NE -SEE SHEETCf.t_-`f�\— — — j — MATCH LINE -BEE SHEET CI.1 'I C) a\ z z s lE MATCH LINE SEE SHEET 01.1 1 MATCH LINE -SEE SHEET Ci.1 JyJ� f F- \ MATCH LINE • SEE SHEET C1.0 I - MATCH LINE- SEE SHEET C1.0 CIV OE UE FO —G G— ) ) ). —T 7- -1—I1— CABLE UNDERGROUND LINE ELECTRIC OVERHEAD LINE ELECTRIC UNDERGROUND LINE FISER OPTIC UNDERGROUND LINE NATURAL GAS UNDERGROUND LINE SANRARY SEWER PIPE STORM SEWER PIPE TELEPHONE UNDERGROUND LINE WATERMAIN PIPE D—NTILE PIPE F 1Pmlats�➢rojacis - 20t4ci 2146149, diuke ScnvM Atnleix Im{xmementslD. DesgnlDrmNnB FIIesN2148148C4 8G43.Avg Eric G. Mayes, P.E. D— 1229.14 Req -4-2 Rev. 6afe Deunp)an Psojad Dravm Y'. 12i48i490W BT- CBS CAecksl By: EGM k .Dale. 1218.14 Sn lTiNe, UTILITY PLAN AREA S C4.1 c NP Z ECD_ L CnmO1$ �IL M & O O a ° `U`^ Q VJ co w z Qw � Y J ¢ 05 z mm pa W �Q U ai IN T —I W Z � JO U Im [n LL w U� U) > Lu W Z w —1O z U 4 �a �lnnen�cartlh Mal Ma qan, aPevfi ata W rePcnwss Pre�red ma 41 aa�l mT arae F�Pa�a,ea and Mat I am a duly lia� H p,�ta�NP�lEt�naa� Inti Ithe slate of Minnesalag Eric G. Mayes, P.E. D— 1229.14 Req -4-2 Rev. 6afe Deunp)an Psojad Dravm Y'. 12i48i490W BT- CBS CAecksl By: EGM k .Dale. 1218.14 Sn lTiNe, UTILITY PLAN AREA S C4.1 EF BLAKE RD S g�k �S I ` � 0 F ftp. 01 I 1 I 1 "sE 1 iSPCP � Y I 1 1 1 � 1.` p CD O P uxapceslPrgectc-2�ar5��t49-�ne LEGEND Q STORM MANHOLE —CTV— CABLE UNDERGROUND UNE OE EL ECTRICOVERHEADLINE \ CATCH BASIN UE ELECTRIC UNDERGROUND LINE I A1.sI— — — -—FLARE N FD NAT R AL GA UNDERGROUNNDERGRW—D LINE #— _ G G— NATURAL GAS U R PIPE OUNp LINE FLARED END g g— SANITARY SEWER PIPE O SANITARY M HOLE i STORM SEWER PIPE T T TELEPHONE UNDERGROUND LINE y—1-1—I— WATERMAIN PIPE 1.4E _ N G TE l ROX DRAINTILE PIPE \ LIG; POLE ! UTILITY NOTES I,. &ee C4A tor com Isla W f y notes. 7u, i I I "L � �Iw w H j I O ' I l Op rcm I � I i I MATCH LINE SEE SHEET C1.2 ----- - - - -=' ---_ ---1- - MATCH LINE • SEE SHEET C1.2 \ MATCH LINE "SEE SHEETC/.1 /- �MATEH LINE -SEE SHEETCI.1 / /\ NORTH 3e awin4 Fiks\12146149 G4.4C4.30++g _ � _ — — — — `5- N N_ J m U) w W It Z J W Cn U) LU J F'— UU LL U� Lu Z J Q �U Q I heresy floy maI INa Paa, T bofy Mderostahua9err.�a .a d E.gre.u— talyy6elirenceuwcni1eass:eutl rpp treh¢epa. larpws of Minncsma Erlc G. Mega, P E Dale: 1229.14 Reg. Nd.'. 44692 Oar• 0�g6m Project. #. 121 ¢6149.0 W Duwo Eg. cos Checked Bg- EGN Isaae Da@: 12.29.14 STeet Tithe: UTILITY PLAN AREA C C4.2 — — — — —...... —.—.—.—...—.—.—.—.—.—.—.—.—.,.—,------------------- LECLND BLAKE RD S V STORM MANHOLE —I — — I f I — i1'� Q �a:rcylaASINI FLARED NN 1ej e SRI%ARMikBL� 3.1 WATER SHUTOFF t I I j 61 �I I N OE UE FO MATCH LINE- SEE SHEET C1 3 •�= MATCH LINE -SEE SHEET CI.1 P WroII.cKlProlacts - 20141t2148M149= Blake Bclwol AMleec ImprwemertlslC. pesigmCrawv9 F&rs41214e149 L40-G4�,Q,wg UTILITY NOTES Ia See C4.0 tarsomplele uGAy notes, CABLE UNDERGROUND LINE ELECTRIC OVERHEAD LINE ELECTRIC UNDERGROUND LINE FIBER OPTIC UNDERGROUND LINE NATURAL GAS UNDERGROUND LINE SANITARY SEWER PIPE STORM SEWER PIPE TELEPHONE UNDERGROUNDUNE LYATERMAIN PIPE DRAINTILE PIPE 0 InI�I NORTH 0 1s ao ca Nr c _ Oi m mG,m � � m �U)/ o \V •�Jmm o _j u`, 1m W1 0 U °M 0 LLI O z K _Z Q Y J m �z oa W -o I- WZ J_ U~ QU U- 0 U Z Q eev ons, IN.�aa ey— li port prepared an,,t I .. my eired supervaron M 1Ra1 ama . hmmed .fMeenn. Erlguteerena [ae of Ehe slate M Mmneada, er Enc. Meyer, PIE Gate-. 1229.14 Reg. No.'. 44592 Rov. Oeb Iker4pue Prpled Y'. 1214514®000 Drawn @y: C@S CM1eceen By: EON I— Us'. 122— SN.eI TNI.' UTILITY PLAN AREA D C4.3 NEWS' BRUMINOUSPAVEMENT PLACED IN 2 LIFTS _. I 8" NEW BASE 1 i 1 —11 —1 AGGREGATE I'--] 117=1 1 i=1L1--I I I -i I1=i I t=1 I I=mEwa =TET=1 f R I I= -I I! APPROVED SUBGRADE SOIL LIGHT-DUTY BITUMINOUS CONSTRUCTION DETAIL NOT TO SCALE APPROVED SUBGRADE SOIL HEAVY-DUTY BITUMINOUS CONSTRUCTION DETAIL NOTTO SCALE SLOP PER -E BASE GREGATE STING BGRADE SOIL INTEGRAL CURB & SIDEWALK DETAIL NOT TO SCALE BACKFILL NTH NEW 8' 12' GooD QUALITY TOPSOIL ANO S€€D 6• �� ro ISI ! f SLOPE NEWBRUMINoUS 1111 V,� PAVEMENT �II�1i1= I11I11 .�A - -1 NEW BASE AGGREGATE EXISTING SUBGRADE SOIL 8612 CONCRETE CURB & GUTTER DETAIL HOT TO SCALE jeeNwr9lads -2014112146148- BWee 9ch9olAMletie ImpraymanlslC-lxvgnrDrsxin9 Files1t2t49149 C50:dw8 NEW 6' PORTLAND CEMENT CONCRETE NEWS' BASE AGGREGATE L EXIST NG SUBGRADE SOIL MEDIUM -DUTY CONCRETE CONSTRUCTION DETAIL NOT TO SCALE V SEATING TWAS —r NOSING (TYP.) J4 AT 16' O.C. ,2% W5X' L WAY •� /•' f4 AT 12- 00 1 i;.ri�rr-� •1J4 BARS AT EACH SEATHG TREND • l jlljllllgf NOT TO SCALE MAXIMUM PORT SPACING SHALL BE 4 FEET, CENTER INTERMOIATE POSTS IN STAIR TREADS 1Yt' OD_ SM WALL GALVANIZED STEEL HANDRAI PIPE, BOTH SIDES OF STAIR. WELD AND GRIND SMOOTH ALL JOMTSAND PAINT AS SPECIFIED. PLAN •'.'_A lf GC UM WAY J4 RAR AT EAGA 9TAIR MM SEE RAN 1 rSECTION HoT To SCALE NOTE: FOR EXISTING CATCH BASINS IN PAVEMENT AREAS, SAND RAGS, AGGREGATE WRAPPED IN FILTER FABRIC, OR SEDIMENT TRAPS SHOULD BE USED A'MINI WOOD OR METAL STAKE FILTER FABRIC rsa^ MAXIMUM DISTANCE BETWEEN POSTS IS 2'. BOTTOM OF FENCE IS BURIED IN TRENCH, SIMILAR TO NORMAL SILT FENCE INSTALLATION. SILT FENCE INLET SEDIMENT FILTER NOT TO SCALE 1—SHED ROCK GEOTE%TIE FABRIC ROCK CONSTRUCTION ENTRANCE 0 NOT TO SCALE WIRE MESH REINFORCEMENT (OPTIONAL) r ENGINEERING FABRIC METAL, WOOD POST, OR STAKE. V MAX. SPACING. 2' INTO GROUND. FABRIC ANCHORAGE TRENCH_ BACKFILL NTH TAMPED NATURAL SOIL NATURAL SCIL 1� I1I=1 I _I I I I1-1 I1= NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC To NRE MESH WITH HOG RINGS. STEEL POSTS NTH NRES, OR WOOD POSTS NTH STAPLES, SILT FENCE INSTALLATION DETAIL NOT TO SCALE c �W � 2�E G� � Wys6 Y/ m o ry e .J OM a 2 N U °� Q 0 W 0Z Z Y c6 J N m Z LLI o 2 l7? N (7v U) r LI..I F JO � L L11 V r�r^^ L U) W Z ly J O z H U W '^ IM1ereby cadlNthat tAR plde. VJ speui0nt0 mreponwas prem t. �mCO unycr my elrectsupervslon a Nalrtam aduly Lcnnsetl nal Engineer— Ith, lens ,ne vale of_MbnbwM. Erve G. Meyer, P E. Date: 1229.14 Reg No,', 44592 Per. Oak N— Prole7e ,2t451a4 �J Dawn By CBS e etl By: EGM Issue Date: 12.29,14 Sheer TAie. DETAILS C5.0 I SET IN 2'0 B( 16' ST STAIR 1REAG5 -111 FILL (PER PLAN) GROUT AND I I" NOSING (IVP.)—s INSIDE R AOIUSTYP. - •'.'_A lf GC UM WAY J4 RAR AT EAGA 9TAIR MM SEE RAN 1 rSECTION HoT To SCALE NOTE: FOR EXISTING CATCH BASINS IN PAVEMENT AREAS, SAND RAGS, AGGREGATE WRAPPED IN FILTER FABRIC, OR SEDIMENT TRAPS SHOULD BE USED A'MINI WOOD OR METAL STAKE FILTER FABRIC rsa^ MAXIMUM DISTANCE BETWEEN POSTS IS 2'. BOTTOM OF FENCE IS BURIED IN TRENCH, SIMILAR TO NORMAL SILT FENCE INSTALLATION. SILT FENCE INLET SEDIMENT FILTER NOT TO SCALE 1—SHED ROCK GEOTE%TIE FABRIC ROCK CONSTRUCTION ENTRANCE 0 NOT TO SCALE WIRE MESH REINFORCEMENT (OPTIONAL) r ENGINEERING FABRIC METAL, WOOD POST, OR STAKE. V MAX. SPACING. 2' INTO GROUND. FABRIC ANCHORAGE TRENCH_ BACKFILL NTH TAMPED NATURAL SOIL NATURAL SCIL 1� I1I=1 I _I I I I1-1 I1= NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC To NRE MESH WITH HOG RINGS. STEEL POSTS NTH NRES, OR WOOD POSTS NTH STAPLES, SILT FENCE INSTALLATION DETAIL NOT TO SCALE c �W � 2�E G� � Wys6 Y/ m o ry e .J OM a 2 N U °� Q 0 W 0Z Z Y c6 J N m Z LLI o 2 l7? N (7v U) r LI..I F JO � L L11 V r�r^^ L U) W Z ly J O z H U W '^ IM1ereby cadlNthat tAR plde. VJ speui0nt0 mreponwas prem t. �mCO unycr my elrectsupervslon a Nalrtam aduly Lcnnsetl nal Engineer— Ith, lens ,ne vale of_MbnbwM. Erve G. Meyer, P E. Date: 1229.14 Reg No,', 44592 Per. Oak N— Prole7e ,2t451a4 �J Dawn By CBS e etl By: EGM Issue Date: 12.29,14 Sheer TAie. DETAILS C5.0 SAVr_UT CONTROL NEW `81 NWS PAVEMENT NEW CALOR COAT JOINT PLACED IN 2 LIFTS SYSTEM WINDING MECHANISM N IMUMOFIS'APART TENSION BRR NEW 6' BASE 4 y - - AGGREGATE M ODLE RAIL— 7 NEW 36• SAND SUBBASE (30, CENTER (MODIFIED SELECT O (7 O BORROW 1—GRANULAR I III III—III III III III — I� NEW SOIL SEPARATION FABRIC III III— f Ilf� I III III - �T-�IrTl�ll lI� III I ILII ,1111 J11 - _ TENNIS COURT X NEW 6' DRAWILE 6. PAVING ANO '^ COLOR COAT APPROVE -SU BGRADE SOIL (SEE UTILITY PLAN) TENNIS COURT SYSTEM III— I I I� ': I=I 11: III PAVING DETAIL EW GOODOUALITY ACCESSIBLE GATE LATCH DETAIL NOT TO SCALE 4' GO, TERMINAL POST TENSION BANDS SPACEDTOP B' MAX 3' O.D. LINE POST —� (ALL CORNER POSTS AND GAY£$) RAIL m o 4 WINDING MECHANISM N IMUMOFIS'APART TENSION BRR 4 y \'� � S' TYP. M ODLE RAIL— 7 21' 21' (30, CENTER DEEP CONCRETE O (7 COURTS) _ AN CHOR. I X NET U $¢ TENNIS COURT X 6. PAVING ANO '^ COLOR COAT INET BOLT I SYSTEM III— I I I� ': I=I 11: III I I. • .. EW GOODOUALITY "I BOTTOM RA L TOPSOIL AND SOD f 11 -17 DIA, CONCRETE FOOTING (e' DEPTH ATEHIN 20' OF A CORNER AND AT BACKBOARD LOCATIONS, 5' DEPTH FOR REMAINING POSTS) TENNIS COURT FENCE DETAIL NOTTOSCALE PWvyepsWejegg-plgl12t48t4& Blake SMool PtM1kik lmpro�rementslC Desi9n�Dtawi�g Files1121d61A9 W O.dv+g CLEAN SAND BACKFILL FABRIC 24'0%B0' NETPOST'1-4a-NETANC11OR 1-1060'NETPOST CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING G APPROVED SUBGRADE SOILS NOTE: ALL FOOTINGS TO BE FORMED WTH WOOD OR SUITABLE MATERIAL. TENNIS COURT NET POST DETAIL NOT TO SCALE 6'e• a 4'6" 10' HIGH FENCE —%—%—%—%—X—X---%—X X—X—X—%� 9' 2' STRIPING (T5'P ) 2' 27' 36' d' NET 53' T16' TS' 3 W 17 ADJOINING COURT TENNIS COURT STRIPING LAYOUT 16" WIDE SY W DEEP NOT TO SCALE CONCRETE MAINTENANCE.. STRIP 4' Q.O. TERMINAL POST 12' (ALL CORNER POSTS AND GATES) TENSION BANDS SPACED MAXIMUM OF I6' APART TENSION BAR f - 4' O D. TERMINAL POST FENCE POST NET POSTS W/ INTERNAL (ALL CORNER POSTS AND GAY£$) N� CSi E - O c m2 4 m o 4 WINDING MECHANISM m Lea m� NOT TO SCALE � S' TYP. JWP 7 21' 21' (30, CENTER DEEP CONCRETE O (7 COURTS) _ AN CHOR. I X NET U $¢ TENNIS COURT WITH GALv 6. PAVING ANO '^ COLOR COAT INET BOLT I SYSTEM III— I I I� ': I=I 11: III I I. • .. 24'0%B0' NETPOST'1-4a-NETANC11OR 1-1060'NETPOST CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING G APPROVED SUBGRADE SOILS NOTE: ALL FOOTINGS TO BE FORMED WTH WOOD OR SUITABLE MATERIAL. TENNIS COURT NET POST DETAIL NOT TO SCALE 6'e• a 4'6" 10' HIGH FENCE —%—%—%—%—X—X---%—X X—X—X—%� 9' 2' STRIPING (T5'P ) 2' 27' 36' d' NET 53' T16' TS' 3 W 17 ADJOINING COURT TENNIS COURT STRIPING LAYOUT 16" WIDE SY W DEEP NOT TO SCALE CONCRETE MAINTENANCE.. STRIP 4' Q.O. TERMINAL POST 12' (ALL CORNER POSTS AND GATES) TENSION BANDS SPACED MAXIMUM OF I6' APART TENSION BAR f - 4' O D. TERMINAL POST C (ALL CORNER POSTS AND GAY£$) N� CSi E - O c m2 4 m o 4 m c m Lea m� NOT TO SCALE � 2 JWP - LOCKABL£LATCH 14EWDEBYS' DEEP CONCRETE O (7 MA3NT. STRIP _ ON U $¢ U �o LU ° z r Y QW Q —17 DIA. CONCRETE FOOTING J,J TENNIS COURT m o 4 DOUBLE GATE DETAIL LLJ o NOT TO SCALE 2 4- O.D. TERMINAL POST ALLJOINTSSHALL BE FR (ALL CORNER POSTS W£LDTO PROv1DEA AND GATES) RIGID FRAME TOP R BOTTOM �i LLI F- O V Q D W ILLV Lu !— Z J /Q 6V IDE CROSS BRACING Z U GATES AS .OMMENDED J - MANUFACTURER T EL 75 ne.eoy cenMmac mis Kaman. sFeaT Bonsor repa4 pepared by mem under my �uMNgan aetnx lama Professional f m. i MerlM1e Mrs or Me stale al M nrie q 17 DIA. CONCRETE FOOTING TENNIS COURT Ell. Meyer. PE SINGLE GATE DETAIL Dale ,229,4 Ne9. Nn. 4592 NOT TO SCALE 6aY fieeeigUm PrGeq p. t2td6td§666 Drawn By: CBS CM1enke By: EGM ae Oxe: 12.29.14 Raaf Tlue: DETAILS C5.1 INN �i LLI F- O V Q D W ILLV Lu !— Z J /Q 6V IDE CROSS BRACING Z U GATES AS .OMMENDED J - MANUFACTURER T EL 75 ne.eoy cenMmac mis Kaman. sFeaT Bonsor repa4 pepared by mem under my �uMNgan aetnx lama Professional f m. i MerlM1e Mrs or Me stale al M nrie q 17 DIA. CONCRETE FOOTING TENNIS COURT Ell. Meyer. PE SINGLE GATE DETAIL Dale ,229,4 Ne9. Nn. 4592 NOT TO SCALE 6aY fieeeigUm PrGeq p. t2td6td§666 Drawn By: CBS CM1enke By: EGM ae Oxe: 12.29.14 Raaf Tlue: DETAILS C5.1 2ND EASE 3RD A6'-30 j' .1ST BASE BASE HOME PLATE PITCHERS PLATE T HOME PLATE GRASS LINE IN I CO! INS' HOA SOFTBALL DIAMOND DETAIL NOT TO SCALE TOOLED EDGE TURF AND INFILL 2- LEVELING STONE S' BASE STONE PRESSURE TREATE62 X4 NAILER BOARD_ ATTACH USING RAMSET O 4 CONCRETEANC HORS,OR APPROVED EQUAL, AT 1 S D.C.. 6' 18• 000001 FABRIC (NONWOVEM 0 00 000000 4 �� 000000000000 �� 000000 000001 GRANULAR FILL 000000 =1I III-jl I—I I I1=111 VTI=�=T I I— I 1=1 I1= • 1-1L.1I 1=1I II , I ll II I1- _......_0_- APPROVED 111-111 , •• e SUBGRADE SOIL 111111 III m 1 � DOME FOOTING CONCRETE NAILER CURB DETAIL NOT TO SCALE P Blake BCMoI PlWe Ileprowmen4lC. Dcsipn49rawtng Fiby11?laefe0 CS O.My ALL FENCERAILS ARE 1%' O.D. FENCE POSTS IN 12'O. 44' DEEP CONCRETE FOOTINGS 4• D.D. FENCE POSTS B GAUGE MESH FOR BOTTOM E FEET 9GAUGE MESH FOR TOP IOPEET SOFTBALL BACKSTOP DETAIL NOT TO SCALE TURF AND INFILL 2- LEVELING STONE S' BASE STONE I j -0000000,O 0 0 O 4 501E SEPARATION O O O 0000 000001 FABRIC (NONWOVEM 0 00 000000 0 Op$ -01 0 COLT. RL 000001 12' WIDE MULTI -FLOW END 000000 000001 WRAP EXPOSED WITH NONWOVEN 000000 THAT FULL ODMC. STRENGTH BE AOIIEwED GEOTEXTILE FABRIC _ p OpOpa 000001 O pOpl GOOD _......_0_- 0000 00000 1__ 000O0�J1 00000tl 0 REPLACE UNSUITABLE — L O Om ,Lp.F APPROVE MATERIAL I 1 2 1 1 11111 _i PERFORATED COLLECTOR PIPE — ARTIFICIAL TURF SECTION NOT TO SCALE FOUNDATION BOX NTH 'IN -USE AND REMOVEO'COVERS HINGED BASE PUTS i (8) M X OD' REBAR-Etary� CAGE NTH 02 TIE RODS 912"OC ., 2 ANCHOR BOLTS 4000 PSI CONCRETE II`3P' 'll FOOTBALL GOAL POST FOUNDATION DETAIL NOTTO SCALE DOME FOOTING SECTION NOT TO SCALE C eH 2 C a' m o = OL�� L �mm Q J O U °� Q N W 'oo zz Q `y1 J : 6 m m Z o d W -o -71 V N cli U)� v� Q w_ JO co 0 U U) �� U� w Lu w Z _jO ZIF U L A by �aify t11a11Rs�an, V/ s(�'Aolim.6 wrepoR prerxre0 ny eo.enaer my mren supeasio a m�lamaaby rcensea n Praeuonai Enyirreer wa me I RIN stateN Minnesota.tt Eu G. Mtyer, P E. Date. 52.29.19 Reg. No. 4 " Rw, Date DoevPaP� Pryeit C: t21afi5n99W Dr ByCBS OnttkM By: EGM �c CM12.2914 we T [DETAILS G5.2 14 BARS (ERT. AT I j © 24' O.C. TYP. EACH SIDE B IB) BAS f POURED CONC. GRADE BEAM 3000 PS J6S t COLT. RL FS ARE ENT. VIBRATE CONCRETE TO ENSURE IMPORTANT MAX DESIGN LOADS FOR UPUFT REQUIRE (4) iF3 BARS . _ VOIDS ARE FUR AND DWD BOND 5 ACHEVED BETWEEN CONC AND ANCHORS THAT FULL ODMC. STRENGTH BE AOIIEwED CONT. HORZ 'a NOTE;BEFORE CHANNEL 5 Si1BECTED i0 LOADWG, STEM WALL IS FORMED, AND MAY BE POURED IN OWNER/CONIRACTOR SHALL TAKE ALL UNEAR SEGMENTS PROVIDED NOR. STEEL tS SPLICED NECESSARY MEASURES TO ENSURE THAT = • • AS SPEOFED. STEM WALL MOST BE MONOLITHIC CDNCRETE IS PROPERLY PLAN AND • • VERTICALLY. CAST AS A SINGLE POOR FROM TOP O SUFUCMY CURED. IF CONSTRUCTEDI'-O' 2'-O' I' -G' FOOTING TO THE TOP 9UREACE. WHERE THIS IS NOT DURING COLD OR FRELZHC CONDITIONS, SPECIAL S_D FOSSBLE THE CERTIFYING ENGINEER SIAL BE NOTIFIED MEASURES INCLUDING INSULATION AND HEAT IN ADVANCE IN ORDER TO FROMDE DETANNG OF A SUPPLY MAY BE NECESSARY. SUITABLE ALTERNATIVE - DOME FOOTING SECTION NOT TO SCALE C eH 2 C a' m o = OL�� L �mm Q J O U °� Q N W 'oo zz Q `y1 J : 6 m m Z o d W -o -71 V N cli U)� v� Q w_ JO co 0 U U) �� U� w Lu w Z _jO ZIF U L A by �aify t11a11Rs�an, V/ s(�'Aolim.6 wrepoR prerxre0 ny eo.enaer my mren supeasio a m�lamaaby rcensea n Praeuonai Enyirreer wa me I RIN stateN Minnesota.tt Eu G. Mtyer, P E. Date. 52.29.19 Reg. No. 4 " Rw, Date DoevPaP� Pryeit C: t21afi5n99W Dr ByCBS OnttkM By: EGM �c CM12.2914 we T [DETAILS G5.2 9 CADGE MESH FOR ALL FENCE PAILS 4' OD. FENCE POSTS TOP 10 FEET ARE 1 a'O.D. FENCE POSTS IN 6 GAUGE MESH FOR 12' WIDE, 54" DEEP BOTTOM 8 FEET CONCRETE FW NDATK)N BASEBALL BACKSTOP DETAIL NOT TO SCALE P: WtojedsWiejecls-2014112I4614g BIaee Sct•aolAmlaac lmpia.nmenlstC De q—wJ.UF1-12I4514SC5.0. Trvg NOTE: CONTRAC- INSTALL PITCHERS—It. HOME PLATE. AND BASES. u 2ND BASE m I 21• I� BASE BASE HOME PLATE PITCHERS HOME PLATE z BASEBALL DIAMOND DETAIL iU NOTTOSCALE PITCHER'S RUBBER CENTERLINEOFMOVND NEW TOPSOIL MOUNDING CLAY AND BEEO E%ISTING SUBGRADE SOIL BASEBALL PITCHING MOUND SECTION NOT TO SCALE / REAR SLOPE GRADUAL TO CIRCLE EDGE LEVEL5' AREA —\ I -_I METER\ I R9' t�j SLOPE 1' PER FOOT FOR 6' NOTE: THE TOP OF THE PITCHER'S PLATE MUST BE 10 INCHES ABOVE THE TOP SURFACE OF HOME PLATE BASEBALL PITCHING MOUND NOT TO SCALE N N u) LuZ �o 1Q LL U I— W —1O =U ¢F Q Lt -_ W I— a Iaeeov cennywlms pan. speo6caliors m repgn was Pre�ree oy me ar Unae<mvc;.en s"cension anesnx I ama agN uce.4ca Professional Ercyneer undo INe laws eIINe 4Lated Minnrau. EricG Meyer, P. E. 1229.14 Reg. No: 44592 nv p4on Pigem x. 121461450W Drawn By CBS C1 .1. Br EGM Issue Dale: 12.24.14 BNem rme. DETAILS C5.3 18 ATHLETIC SAND FIELD - _co M -E b P `o BITUMINOUS SLOPE` MIN. MIN. m L a a Iii 4 Ju`, ' I�lllll�ll ' 1=11 �11 O NEWB'BASE AGGREGATE O O m = U °� °a o w TRENCH DRAIN SYSTEM o W z Z NOT TO SCALE � W aY J no Z m o o Y a W �o 2 r _ u NOTE: CONTRAC- INSTALL PITCHERS—It. HOME PLATE. AND BASES. u 2ND BASE m I 21• I� BASE BASE HOME PLATE PITCHERS HOME PLATE z BASEBALL DIAMOND DETAIL iU NOTTOSCALE PITCHER'S RUBBER CENTERLINEOFMOVND NEW TOPSOIL MOUNDING CLAY AND BEEO E%ISTING SUBGRADE SOIL BASEBALL PITCHING MOUND SECTION NOT TO SCALE / REAR SLOPE GRADUAL TO CIRCLE EDGE LEVEL5' AREA —\ I -_I METER\ I R9' t�j SLOPE 1' PER FOOT FOR 6' NOTE: THE TOP OF THE PITCHER'S PLATE MUST BE 10 INCHES ABOVE THE TOP SURFACE OF HOME PLATE BASEBALL PITCHING MOUND NOT TO SCALE N N u) LuZ �o 1Q LL U I— W —1O =U ¢F Q Lt -_ W I— a Iaeeov cennywlms pan. speo6caliors m repgn was Pre�ree oy me ar Unae<mvc;.en s"cension anesnx I ama agN uce.4ca Professional Ercyneer undo INe laws eIINe 4Lated Minnrau. EricG Meyer, P. E. 1229.14 Reg. No: 44592 nv p4on Pigem x. 121461450W Drawn By CBS C1 .1. Br EGM Issue Dale: 12.24.14 BNem rme. DETAILS C5.3 A NOTES i l.) GROUT BOTTOM OF MANHOLE TO IQ OR 213 DIAMETER OF PIPE AND SLOPE GROUT 2" PER FOOT. -I 2.}114'TO IQ- IS MAX. MORTAR THICKNESS WITH USED FOR CASTING ADJUSTMENT. 3}COPOLYMER POLYPROPYLENE PLASTIC, WITH 1 /2- GRADE W STEEL REINFORCEMENT OR APPROVED EOUL, STEPS 16.O.C. DOWNSTREAM SIDE. 4.) KOR-N-SEAL MANHOLE CR EQUAL - CONSIDEREDACCEPTASLELTERNATE. _�r B PATH 14 REBAR ® B" E.W. _ m n MANHOLE FRAME 6 COVER'. 14EENAH R-1642, A TYPES LID, WITH MACHINED BEARING SURFACES 8 SLOPE: 2')FT LETTERED -SANITARY SEWER' WRH TNA CONCEALED EXTENSION GRVARIABLECUBIC PICK HOLES,ORAPPROVED EQUAL. a_ ADJUST CASTING TO IQ' BELOW FINISH /l / SLACKTOPGRADE. CONCRETE ADJUSTMENT RINGS WITH FULL FULL MORTAR BED BETWEEN CASTING. RINGS, AND M MANHOLE STRUCTURE. MORTAR THE OUTSIDE OF TME BED OF MORTAR BETWEEN EACH AND RINGS WITH NON -SHRINK GROUT, NO SHIMS OF ANY 4 MIL X MATERIAL ARE ALLOWED. g 2]" 2 -ADJUSTING RINGS AS REQUIRED IMCN. 3- HEIGHT, A MAX. 12' HEIGHT) INCLUDES MORTAR, SECTION A -A SANITARY SEWERMANHOLE DETAIL NOT TO SCALE CL. II REINFORCED CONCRETE PIPE. ALL BUTTED JOINTS BETWEEN SECTIONS SHALL HAVE 'O' RING RUBBER GASKETS. 5' MIN. PIPE SHA LL BE CUT OUT PRECAST CONCRETE SLAB o FLUSH WITH ENSIDE FACE OF WALL. PATH 14 REBAR ® B" E.W. _ m n WATERTIGHT CONNECTION a O TYPICAL) SLOPE: 2')FT ��(BBOOOI1T. �FLOW EXTENSION GRVARIABLECUBIC COMPACTTOTOP i .. a_ OF PIPE, TO FIRST /l / JOINT. CONCRETE ADJUSTMENT RINGS WITH FULL 10 INSTALL METER BOX AND COVER (FORD A-1) OR APPROVED EQUAL OVER ALL PVC CLEANOUTS LOCATED IN PAVED DRIVEWAYS ANDIOR PARKING AREAS END OF LINE PVCLONG RADIUS BEND SERVICE WYE CONCRETE ENCASEMENT 3000A CONCRETE SANITARY SEWER SERVICE CLEANOUT -PAVEMENT NOT TO SCALE P Wroleppprpjep¢ -20111121--RM.ke 5cknd W kieke Imptpvamen _. DesigntOlawirp Flles112taB I49 CS Odwg TIE LAST 3 JOINTS ON INLET AND OUTLET. IF NO APRON IS USED TIE THE LAST 3 SECTIONS OF PIPE USE 2 TIE BOLT FASTENERS PER JOINT INSTALLED AT e0 FROM TOP OR BOTTOM OF PIPE. USE 510' TIE FOR PIPE StZES 1 Y TO 27". USE 314' TIE FOR PIPE SIZES 30' TO BB'. USE 1' TIE FOR PIPE SIZES OVER 72'. NUTS AND WASHERS ARE NOT REOUIREC ON PIPE SIZE LESS THAN 21'. TRASH GUARDS WILL SE REQUIRED ON 18" OR LARGER PIPE. SIZE OF PIPE BARS BOLTS 'D' 12' 70 70' W4 SIB- 4- 21'TO42' 1' 314' 8' 48'7072' 1-114' 1' IT 1 PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. HOT DIP GALVANIZE AFTER FABRICATION. FLARED END SECTION DETAIL NOT TO SCALE B" PRECAST REINFORCED CONCRETE SLAB. SEAL WITH 2 BEADS OF RAMNEK. ALL JOIN IS IN MANHOLE TO HAVE 'O' RING RUBBER GASKETS. MANHOLE STEPS, COFOLYMER POLYPROPYLENE PLASTIC, YMTH 1/Y GRADE B0 STEEL REINFORCEMENT OR EQUAL, 16.0 C. PRECAST CONCRETE SECT ON 8' PRECAST SEGMENTAL CONCRETE BLOCK TO TOP OF THE PIPE SHALL BE USED WITH SIZE AND DEPTH PROHIBIT THE FABRICATION OF PRECAST UNITS. 0' MINIMUM BLAB THICKNESS. B' MINIMUM DIAMETER PRECAST CONCRETE SLAB, REINFORCED WITH M REBAR I� B' E.W. mT GROTTBOTTOM SECTION WATERTIGHTCGNN ECTION (BOOT, TYPICAL) CATCH BASIN MANHOLE DETAIL NOT TO SCALE 2' 5D00'MIN.)y TYPE 5. MIR PRECAST INVERT SHOULD BE AL2 VARIABLE GROURD LINE NEENAH R-2540, TYPE C GRATE DIAMETER OF PIPE AND BENCHES EXTENSION GRVARIABLECUBIC SLOPED 2' TOWARD INVERT. \\ /l / MAN HOLE STEPS SHALL BE PLACED CONCRETE ADJUSTMENT RINGS WITH FULL SO THATOFFSET HOLE IN TOP SLAB M IS FACING C04M4STREAM. BED OF MORTAR BETWEEN EACH AND 4 MIL X NO BLOCK STRUCTURES ARE ALLOWED A4 COLLAR E.NO SHIMS THE OUTSIDE. A A GRADE 1- BELOW 10 TRANSITION, PLAN MANHOLE FRAME B COVER: OFANY MATEIALLLOWED NEENAH R-3015. TYPE V GRATE (LOW FLOW] N EENAH R-3067, TYPE VGRATE (HIGH FLOW) MINIMUM OF 2, MAXIMUM OF 5 D O k C CONCRETE ADJUSTMENT RINGS WITH FULL MANHOLE FRAME DETAIL BED OF MORTAR BETWEEN EACH AND A 4' COLLAR ON THE OUTSIDE. NO SHIMS cc)1 OF ANY MATERIALALLOWED. B" PRECAST REINFORCED CONCRETE SLAB. SEAL WITH 2 BEADS OF RAMNEK. ALL JOIN IS IN MANHOLE TO HAVE 'O' RING RUBBER GASKETS. MANHOLE STEPS, COFOLYMER POLYPROPYLENE PLASTIC, YMTH 1/Y GRADE B0 STEEL REINFORCEMENT OR EQUAL, 16.0 C. PRECAST CONCRETE SECT ON 8' PRECAST SEGMENTAL CONCRETE BLOCK TO TOP OF THE PIPE SHALL BE USED WITH SIZE AND DEPTH PROHIBIT THE FABRICATION OF PRECAST UNITS. 0' MINIMUM BLAB THICKNESS. B' MINIMUM DIAMETER PRECAST CONCRETE SLAB, REINFORCED WITH M REBAR I� B' E.W. mT GROTTBOTTOM SECTION WATERTIGHTCGNN ECTION (BOOT, TYPICAL) CATCH BASIN MANHOLE DETAIL NOT TO SCALE 2' 5D00'MIN.)y TYPE 5. MIR LHYDRANT FLAGTO 8E INSTALLED ON THE NOZZLE SECTION BACKFILL TO BETAMPED VARIABLE GROURD LINE NEENAH R-2540, TYPE C GRATE E 4�Y B" PRECAST REINFORCED CONCRETE SLAB. SEAL WITH 2 BEADS OF RAMNEK. ALL JOIN IS IN MANHOLE TO HAVE 'O' RING RUBBER GASKETS. MANHOLE STEPS, COFOLYMER POLYPROPYLENE PLASTIC, YMTH 1/Y GRADE B0 STEEL REINFORCEMENT OR EQUAL, 16.0 C. PRECAST CONCRETE SECT ON 8' PRECAST SEGMENTAL CONCRETE BLOCK TO TOP OF THE PIPE SHALL BE USED WITH SIZE AND DEPTH PROHIBIT THE FABRICATION OF PRECAST UNITS. 0' MINIMUM BLAB THICKNESS. B' MINIMUM DIAMETER PRECAST CONCRETE SLAB, REINFORCED WITH M REBAR I� B' E.W. mT GROTTBOTTOM SECTION WATERTIGHTCGNN ECTION (BOOT, TYPICAL) CATCH BASIN MANHOLE DETAIL NOT TO SCALE 2' 5D00'MIN.)y TYPE MANHOLE FRAME8COVER', LHYDRANT FLAGTO 8E INSTALLED ON THE NOZZLE SECTION BACKFILL TO BETAMPED GROURD LINE NEENAH R-2540, TYPE C GRATE EXTENSION GRVARIABLECUBIC MINIM P/M OF 2, MAXIMUM QF S 4 WOVEN FILTER CONCRETE ADJUSTMENT RINGS WITH FULL ¢uiSHED M FABRIC BED OF MORTAR BETWEEN EACH AND 4 MIL X A4 COLLAR E.NO SHIMS THE OUTSIDE. A A OFANY MATEIALLLOWED oDV CATCH BASIN D O k C LUG" MANHOLE FRAME DETAIL Q LSJi�_1 NOT TO SCALE cc)1 MNIWTGLASS III 4 O RIP -RAP PLAN MNnDOT CLASS 111 RIP -PAP mZ• 5D 110'MIN )y- WOVEN FILTER FABRIC SECTION A -A NOTE: 5WX MIRAR FABRIC OR EQUAL RIP -RAP AT OUTLETS NOT TO SCALE n L ,I BENDS HYDRANTLEADS IDENOTES ` MEGALUGS �11�V� T� SLEEVES NOTES: 1. MEGALUGS TO BE USED AT ALA. MECHANICAL JOINTS 2. PLACE CONCRETE SLOCK UNDER ALL GATE VALVES AND HYDRANTS 3. THRUST BLOCKING AT ALL TEES, BENDS. ANDAT HYDRANTS 4. ALL BOLTS INCLUDING T -BOLTS SHALL BE COR -BLUE. TYPICAL MEGALUG AND THRUST BLOCK LOCATIONS Im NOTTOSCALE IN T NOTES: I.) INSTALL SALVAGED HYDRANT AND NEW GATE VALVE PER CITY STANDARDS. m 2.) ALL HYDRANT LEADS SHALL BE VALVED. 3.) ONE (1) 5"HYDRAFINDER' WITH SPRING BASE HYDRANT FLAG V , PER HYDRANT IS REQUIRED. 4.) -MEGA LUG- THRUST RESTRAINT STANDS ARE REQUIRED ON W ALL HYDRANT LEAD JOINTS BACK TO THE WATERMAIN. ` 5.)HYDRANTS SHALL BE MARKED WITH APPROVED 'OUT OF SERVICE' W TAGS WHEN INSTALLED - B.) INSTALL A VALVE ROD EXTENSION TO WITHIN 3' OF THE SURFACE. THE NONSPEAKABLECOUPLING SLEEVES GO ON THE BOTTOM AND Z THE BREAKABLESLEEVESGOONTHETOPOFTHEEXTENSIONROD. VERIFY `TOP AND BOTTOM' OF BREAKOFF SECTION. J I co W Z I- J_ — U~ U LL _U LLI Z J Q 2 (� 2 I RereCy mgify mal ilds plan, ApeoScaliom or report v'm preparetl ay me or un6el rrry Qrep supervalon ro 9ha1 I em a tlllN iiceme6 PrWesffional Engineer urlrter the lana W Bw slate pl Mlnnasata. Eric G Meyer, P.E. Date: 1229.14 Reg Np.: 44582 Bev- O+b Ossoynen F'"... 12148149000 DNron By cgs Checked BY: EGM Issue DAte 122914 Sheet TGle'. DETAILS C5.4 TYPE LHYDRANT FLAGTO 8E INSTALLED ON THE NOZZLE SECTION BACKFILL TO BETAMPED GROURD LINE EXTENSION GRVARIABLECUBIC YARD ¢uiSHED DRAIN> COVERNTH OOCK 4 MIL X LYETHYLENEO'MEGA LUG" 8' CONCRETE BLOCK UNDISTURBED SOIL HYDRANT & GATE VALVE INSTALLATION DETAIL NOT TO SCALE co W Z I- J_ — U~ U LL _U LLI Z J Q 2 (� 2 I RereCy mgify mal ilds plan, ApeoScaliom or report v'm preparetl ay me or un6el rrry Qrep supervalon ro 9ha1 I em a tlllN iiceme6 PrWesffional Engineer urlrter the lana W Bw slate pl Mlnnasata. Eric G Meyer, P.E. Date: 1229.14 Reg Np.: 44582 Bev- O+b Ossoynen F'"... 12148149000 DNron By cgs Checked BY: EGM Issue DAte 122914 Sheet TGle'. DETAILS C5.4 j OVERHANC 1 STAINLESS DOOR I hAFiN 1 CONI-- lNSBUIL➢INGPWI ,1161 11/'=l'A X WrojMst]OtiOMEIKETCadiGuneMlSM1ree Field HuikdngN�ke-mreefieidsLleB REDUCES dx9 METAL FASCIA CMV PARAPET ATROOF BEYOND EDGES V -GROOVE SID EXPOI SNGLE-WYRiE eo WOOD DOAPD Y SPLIT ZE AT CMU, TYP a % AT FIRMOESEXTERIOR OF SOFFITS WALLS jr a coNcastausanonccsEcnau _ Atl9 tM-t'-0' M AT UI tA-T77 Axaess EL ooaA Atm ylp-1W MIMSOULDNGSOUTHEPATM r4'MWMM BUUNG M ELEVATION Alm Lts=t'P ��w NWIT Alm 9AC=1'tl (�) raL-'O. 8'-0" 1:12 STARTER RAMP P:WyeclsYPtgeiG-]O1n1z14fi169 Blake 6cnool Amletic IrrgrovemenKlC.—n .D—li-1314914908.04w9 BASEBALLBLEACHERS SEATING LAYOUT DETAIL 1 'S- NQT TO SCALE d 4 a ° e G ° c ° a ° ° < o a " 4, ° ° c 4 G e a n BASEBALL BLEACHERS z FOUNDATION LAYOUT DETAIL 6. SWUa=AE6 - SV J Q F— Ic— ML 1_l. Cr LL f LL tY z a a LL 1— V. DESIGN LOADING TREAD & SEAT AREA 100psf UNIFORM LIVE LOAD. SEAT (VERTICAL) 120 lbsAf. SEAT (HORIZONTAL SWAY) 24lbsAf PARALLEL AND 101bsAf PERPENDICULAR TO SEAT. HANDRAIL & GUARDRAIL 50lbsllf IN ANY DIRECTION. HANDRAIL 8 GUARDRAIL 200 Lbs CONCENTRATED IN ANY DIRECTION. SNOW LOADS AS PER STATE ADOPTED CODE WIND LOADS AS PER STATE ADOPTED CODE SEISMIC LOADS AS PER STATE ADOPTED CODE NOTES C'I) ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL. 'V CONFORM TO THE FOLLOWING A.LS.C. STANDARDS PLATE UP TO 1!2" THICK = A35 PLATE U.N.O. = A572 GRADE 50 ANGLE = A361A36M GRADE 50 WIDE FLANGE = A992 Fyr-50 ksk CHANNEL = A36IA36M GRADE 50 ROD = A36IA529 GRADE 50 TUBE = A500 GRADE "B"46 ksi WELDS ARE ALL AROUND WITH TYPE ER70S-6 v WIRE MIG. ' ALL STEEL TO BE HOT DIPPED GALVANIZED TOA -STM - AA23-89ae1. OSTRUCTURAL BOLTS ARE HOT DIPPED GALV, AND ARE EQUAL TO OR GREATER THAN A-307. ONO CONNECTIONS UTILIZING HIGH STRENGTH BOLTS ARE CLASSED AS SLIP CRITICAL. O6 ANODIZED ALUMINUM RAIL IS 1114" NOMINAL PIPE SIZE. (1 WO.D.) OTHE BLEACHERS AND THICKENED SLAB FOUNDATIONS SHOWN ARE FOR REFERENCE ONLY. BLEACHER FOOTINGS ACCORDING TO THE GEOTECHNICAL EXCAVATION REPORT MAY BE USED IN LIEU OF THE THICKENED SLAB SECTION. THE CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING SYSTEM FABRICATION, INSTALLATION DRAWINGS, INCLUDING PLANS, ELEVATIONS, SECTIONS, DETAILS OF COMPONENTS, JOINT COMPONENTS AND CONFIGURATIONS WITHIN THE SYSTEM. DRAWINGS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF MINNESOTA. OTHE RISE AND RUN OF THE BLEACHER SEATS, ALONG WITH THE ELEVATkON AND NUMBER OF ROWS MUST MATCH THE EXISTING HOME BLEACHERS. THE CONTRACTOR SHALL VERIFY THAT THE DIMENSIONS SHOWN AREACCURATE. 20141121x61 -B. Bleka School ANlelic SEATING AISLE AREA E�T, f: F A - 2 X 10 ANODIZED ALUMI NUM SEAT B = 2 X 12 MILL ALUMINUM TREAD C = 2 X4 MILLALUMINUM STEP NOSE (KL) TREAD D = 1 X8 ANODIZED ALUMINUM FLAT RISER E =1 X 1 PAINTED ALUMINUM CONTRASTING NOSING (BLACK) F = 2 X 9 MILL ALUM. INTERLOCK HAFT STEP - DECK G = 2 X 4 MILL ALUM, INTERLOCK HAFT STEP - NOSE WIRISER H = 3114" FABRICATED MILLALUMINUM HAFT STEP BRACKET J = 3 1/4 ANODIZED ALUMINUM INTERLOCK STEP RISER BASEBALL BLEACHERS PLANK ARRANGEMENT DETAIL 5. SCALE I--1'-0' 912'X26' SIDE RAILING DETAIL 2 AT END AISLE 6. SCALE: 1R'=1'-0" 4 SIDE VIEW DETAIL 6. NOT T05CALE U) w Z �0 J_ U~ Q U LL. DN L.L U I— J Q =U ti s I M1arebY ttrtiry Nal Nn phn, spaci4cetions or reporlxas plaparetl by me tt under my dileeasupervbmn Im R,ea I am a dory licensed Plekssianel Enginett uMm tt,e hws W ll,e saaleN Mlnntsoa. Erk G. Meyer. P E. Cafe- a2.2B.t- Reg. Na; 44592 kev. Dab Oearaip5n -wt. 421-6149004 I# By: CBS Checked By EGM Isew Daae: t2 .29aa ee[TA3e'. DETAILS C6.1 GLIDERWINDDW GLIDERWINDOW GLIDER WINO— R.O. 4'-0' X 4'4Y FDO, 44 X 4'41' R.0.4'-0' x4'-0' FLOOR PLAN 1 1 NOT TO SCALE FRONT ELEVATION 3 f;1 NOT TO SCALE WALL WITH WINDOWS TO BE 2X6'S-16" O C. REMAINING (5) WALLS TO BE 2X4-16'O.C. PRESS BOX NOTES 1. ALLINDUSTRIAUZEDIMODULARBUILDINGSSHALL BE MANUFACTUREDTO COMPLY WITH MINNESOTA STATE BUILDING CODE IN ACCORDANCE WITH THE UNIFORM ADMINISTRATIVE PROCEDURES ACT. MODEL RULES AND REGULATIONS FOR INDUSTRI ALIZEOIMODULAR BUILDINGS AND THE AMENDMENTS CONTAI NEO IN THE CHAPTER. 2. COMPLIANCE WITH THE MINNESOTA STATE BUILDING CODE SHALL BE EVIDENCED BY PERMANENT REAL AND DATA. PLATE. AN INDUSTRIALIZED BUILDING COMMISSION SEAL AND CODE COMPLIANCE DATA PLATE ARE REQUIRED TO BEAFFtXED TO THE BUILDING PRIOR TO TRANSPORT OR ENTERING THE STATE OF MINNESOTA. THE LABEL IS REQUIRED OR THE STRUCTURE WALL BE REJECTED. WI I NII L 0 1 Btl NAILS 6.IDI AT ALL PANEL M. PARALLEL TO LAND LOAD, REMAINING NAILS TO BE 12' O.C. ROOF SHEATHING n NAILER SCHEDULE 1 RAFTER iIE (fVP.lp SUSPENDEDCEILING: TYPICAL WALL U9(i PROFESSIONAL w u SERIES VERIFY OONGTRUCTION, y'GYPSUM BOARD FASTEN END RIM 4 MIL. POLY VAPOR (2) 2XID HEADERS b w (R &a— HELI.FIR) BARRIER 2x6 OR ZXS STUDS (SEE I PLAN} PREFORMED FORMICA S' R-19 FIBERGLASS COUNTERTOP INSVLXT40N OR -R NNYL FLOOR TILE 'TEGAPA-RATED %PLYWOOD 3Y, -1f FIBERGWSB iNA.SVLACOXTION SUBFLOOR 4 MIL, POLY VAPOR BARRIER (VERIFY)PLYWOOD VERIF k 8' R-19 FIBERGLASS INSULATION wEYERHAUSER'PANEL 6 2x8 JOISTS @ 12. O,C. (PZ 8 BTR. € SP.F.) 15'SIOING 'J" EXTERIOR PLYWOOD �8 METAL BOTTOM e I FASTEN END RIM 1i^i`�I %\ !�/ !�/ " ! FASTEN BOTTOM PLATE OF END WALLS TO DOUBLE END RIM JOISTS I I JOISTS TO WITH 112)—Ns-ILS EVENLY SUPPORT STEEL - II ME WITH JOIGTHANGER-HANGER U26 OR BETTER -CH END SPACED AND STAGGERED INTO (2) RIM JOISTS EACH ENO (5)%Va6'LAG e 2X6 TREATED GUe.TOPLATE.. BOLTS THROUGH PLATE qIM JOIST Tp RIM JOIST .40 20d RB NAILS 18' O.C. INTO r4"\ END ELEVATION INTO RIM ALTERNATINGPLYS JOISTS EACH END EELTS 24- 1 NOTTOSCALE RI SUPPORT THROUGH STEEL LBEAM U THROUGH AND INTO SILL PLATE AND RIM .TAGGER INTO ALTERNATINGING K FLYS PRESS BOX SECTION 5 NOT TO SCALE ED di fl NNE-SEESHE=L12- - I i i I I � 1 (2) AIIIUMN BLAZE MAPLE I \ I vv I \ 1 MATCH LINE -5 Fl -2 r MATCHUNE•SEESHEETLI bi ° s� aJ l JK- •�� )00 i Jb/ /. / Y Ir I \\\ I `�\\\ �r/ � --� � / r" � r'/// r�l� �//' �/�� // '_ 'F� / Jay �✓ss�, !r-,' 1 / I\ \\\ 'i \\�\ \\\\!�/�� i� ice•- _ ��' /�/i //�'i/ ��-yq��+�y/' /l/.�- y%��// �i//.� /MATCHL NI E -SEE SHEETLIA \\ \ MATCHL EE-SEESHEEi L7.1 . . .\ /moi �i9/Gyi \T � _ )_7, / / 4 4 MATCX LINE -SEE SXEEf L1.0 4l1 1 MATCH UNE -SEE SHEET .1.0 /� �i� /�-7/r/ /! I/11/) S.12914 Projatle\1NW B--- Piety ImPm+emenbN Gwiv—N C'MM.161Q G2.-3-1-12-1%14194 —dSMCwp SYMBOLLEGEND TURF GRASS RESTORATION MNATIVE GRASS RES - RATIO -'' Em SWSRSEEOMIX ,} DECIDUOUS TREE )_ � S EVERGREEN TREE Ea PERENNIALS om DECIDUOUS SHRUBS 0 NORTH 7L.� D 15 30 60 1 MATCH LINE -SEE SHEET LI.1 r — SYMBOL LEGEND MATCH L NE -SEE SHEET L1.0 / \ TURF AR�M33 RESTGRATIDN /l / / / / ATNE GRM59f1ESTORATIDN f HAT-F. II If l\` ! i/l/ 1111 I DE.IDUDUS TREE _ •- //� /. ,(S1)IR000cI EVERGREENTREE 1 l� �tl\l\`111`\ 1 Aj CY:10 1l SIDUO11$SHRM8 11\\ \\11 11 r/ NATIVE GRASS RESTORATION. / 11. MN BWSR SEEDMIX36-211 ,Ji.' 1 \ /!//!!///!/—�` J!!!!!!!!//!// // \ � 1111 /,/' , • , 5 `\\\ l I < I / 1 \..,, \ , Ir7 11111 / / (3)HACKBERRY ' I ) 7 I I/ / II—?l l \ I J I ,1111111 / ' —V \\iI _MATCH LINE. SEE SHEET 11.1 — — — �r�r Y,' MATCH LINESEESHEET LI.O // / TURF GRASS RESTORATION TW. \ �\ r \ II \ 1111 I r/ \ I / 1 V \ I t I I I i ----T- 9�NENs . , . Aw��\\\\\\ rr (92y GR4LOW FRAGRANT SUMAC (30)PRNRIESMONE0 �(30)NORTHWIND SNIITCHGIiA35 t1 "�k'x`'�- TURF GRASS RESTORATION.T'!P. _\ `—•- r —I 111 i I I � 1 �. \ 'C£ ✓ Q I I I \/I\ I I I I ��I I I I I I i� I I I I I V T� 1 — i NOI IBanb1C F92MaUB .9.1-1 211 51 4 1 LWavpe�SnJwp i� I �I ----------------- -1 7 --------- - -� BLAKE RD S (12)RED PINE Il✓ X - _- - - r -_ r RESTORATION.IYP. n (1 AVRIMN BLAZE MAPLE V If \ 1 \ (3) WE PINE , r �f t , 1• �.y \ TURF GRASS REST0RAT10N, TYP. ,,,-- _ P t \ I1 lilt; O y C I I! rI (3J WNiT€PINE r I- L 8: �B t NATNE SEE6 LINE -SEE SHEETLI2 1 \ ,1111111V., \'NLIN7-— I (T1-'�I�''1(',` .:.F T• ----;MATCH NE. SEE SHEET L7 _ \ O /� \ .. 2 1,iyy'y , 1 \ 11\L11'f�� a _ _xb `. _,rh i 1,- ��^--f\ 7 V 1111 U1C'�"'� sA� +• � � —� �`�� '-- p s uou v:olem„s,sdl5iaee A,nleu� �a i,�wwams�ma c�,wnaim �.° f2.§141z js,a,so .$l4°"v - � i � , — � _ , SYMBOLLEGEND TURF CRASS RESTORATION = __ GRA55 RESTORATION BWSR 8EED MI% z z c c 0 DE.IDWUS TREE Z T S EVERGREEN! TREE 01B PERENNIALS ow DECIDUOUS SHRUBS BLAKE RD S 3n - Ir \� `)WHITE PINE \In Tt f` ii BW$R SEED MIX ~— (1)AUTUMN BLAZE MAPLE .H LINE -SEE SHEETLL2 DE-DUOU.TREE TURF GRABS RESTORATION. TVP, J 11 I \ xl 1r I 1 I I \ _ \ �r— _ coo DECIDUOUS SHRUBS / (3)WHITEPINE aU r rb r ! l Im J ! (3) WN LTE PINE l 1 Tt f` ii BW$R SEED MIX v l6 .H LINE -SEE SHEETLL2 DE-DUOU.TREE r I I I I I I I 1 1 I (Z) AUTUMN BLAZE MAPLE I V A M I 1 l I \ } MATCH LINE • EET L13 \ G \ MA1 HLINE•SEE SHEETL I.1 ,o \ \ .) e � I SYMBOLLEGEND TURF GRASS RESTORATION \�\\.�\ NAnvE GRAss REsrow.moN F/ . . BW$R SEED MIX DE-DUOU.TREE �J S EVERGREEN -EE !� PERENNIALS coo DECIDUOUS SHRUBS It a) N N Q m D W Y. J a - W cn PLANTING DETAILS LOOSEN ROOTS OF CONTAINER GROWN PLANTS PLANTING SOIL SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE PERENNIAL PLANTING DETAIL L1.4 SCALE We=TV p SHRUB PLANTING DETAIL 1.4 SCALE3R'=1'-0' NOTE: REFER TO EXTERIOR PLANTING SPECIFICATION INSTALL 2' LAYER OF MULCH, DO NOT PLACE IN CONTACT WI SHRUB STEM APPLY PRE -EMERGENT HERBICIDE EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS EXCAVATE PLANT BED MIN. 4' DEEPER THAN ROOT BALL HOT. SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. WRAP TREE TRUNKS ONLY UPON APPROVAL BY LANDSCAPE ARCHITECT. SEE SPECIFICATION #32 9300 PROVIDE & INSTALL RODENT PROTECTION.I' HARDWIRE CLOTH MESH CYLINDER, B' DIA. OR GREATER X 36' MOT.. STAKE IN PLACE. PER SPEC 329300 INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM TOP OF ROOT BALL TO EXPOSE IST r OR LARGER MA€N ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN ORDER ROOT V ABOVE ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. PLACE NO MULCH IN CONTACT WITH TREE TRUNK REMOVE 8URLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL .� BUILD 4' HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL 30' RADIUS MULCH RING EDGE CONDITION VARIES p NOTE: �T REFER TO EXTERIOR PLANTING SPECIFICATION PREPARE SOIL FOR INSTALL 1' LAYER OF SHREDDED HARDWOOD MULCH OR 2" THE ENTIRE BED LAYER OF FINELY SHREDDED HARDWOOD MULCH. DONOT MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 PLACE IN CONTACT WITH PLANT EDGE CONDITION VARIES .REFER EDGER, REFER TO PLAN AND SPECIFICAITON LOOSEN ROOTS OF CONTAINER GROWN PLANTS PLANTING SOIL SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE PERENNIAL PLANTING DETAIL L1.4 SCALE We=TV p SHRUB PLANTING DETAIL 1.4 SCALE3R'=1'-0' NOTE: REFER TO EXTERIOR PLANTING SPECIFICATION INSTALL 2' LAYER OF MULCH, DO NOT PLACE IN CONTACT WI SHRUB STEM APPLY PRE -EMERGENT HERBICIDE EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS EXCAVATE PLANT BED MIN. 4' DEEPER THAN ROOT BALL HOT. SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. WRAP TREE TRUNKS ONLY UPON APPROVAL BY LANDSCAPE ARCHITECT. SEE SPECIFICATION #32 9300 PROVIDE & INSTALL RODENT PROTECTION.I' HARDWIRE CLOTH MESH CYLINDER, B' DIA. OR GREATER X 36' MOT.. STAKE IN PLACE. PER SPEC 329300 INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM TOP OF ROOT BALL TO EXPOSE IST r OR LARGER MA€N ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN ORDER ROOT V ABOVE ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. PLACE NO MULCH IN CONTACT WITH TREE TRUNK REMOVE 8URLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL .� BUILD 4' HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL 30' RADIUS MULCH RING EDGE CONDITION VARIES p SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH �T PREPARED SOIL 1tuantlty Common Name PLANING $OIL, REFER TO SPECIFICATIONS, COMPACTTO 85% OF UNDISTURBED - , MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 SUBGRADE TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT 3 Hackberry Celtisoccidentalis PRESSURE 80 THAT ROOT BALL DOES NOT SHIFT DIG PLANTING PR 4'TD 6' 291=,Autumn Blaze Acerxfreemanli'Jeffersred' DEEPERTHAN ROOT BALL PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOIL 9 Pine UNDERGROUND DRAINTILE IF NEEDED PER PERCOLATION TEST S' RESULTS. TIETO STORM DRAIN. ' 3 , TREE PLANTING DETAIL _ Pinus resinosa L� BpsiFlrr- B:uaS4 Pmycte1141S4 Bl 4a ANWc FINd impnr'em6nlib CansuNmffi\CNN1a1a6ta9 C].DC].i-11]�151tY190 undsupa5ethp GENERAL NOTES 1. CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. 2. CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TOTHE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. S. CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED. 4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBSIGUITERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS, DAMAGETO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER, 6, CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS (MINIMUM 10 CLEARANCE). 6. CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. UNDERGROUND UTILITIES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF EXISTING TREES TO REMAIN. 8. EXISTING CONTOURS, TRAILS, VEGETATION, CURSIGUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS, CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. B. HORIZONTAL AND VERTICAL ALIGNMENT OF PROPOSED WALKS, TRAILS OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. CHANGES IN ALIGNMENT AND GRADES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO IMPLEMENTATION. 10. CONTRACTOR SHALL REVIEWTHE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 11. CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL. COMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO SUBSTANTIAL GOMPLFTION SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 12. EXISTING TREES OR SIGNIFICANT SHRUB MASSINGS FOUND ON SRM SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONS REGARDING EXISTING RANT MATERIAL SHALL BE BROUGHT TOTHE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 13. EXISTING TREES TO REMAIN, UPON DIRECTION OF LANDSCAPE ARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD, DAMAGED AND RUBBING BRANCHES. 14, CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLEAS•BUILT DRAWNG(S) OF LANDSCAPE INSTALLATION, IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO SUBSTANTIAL COMPLETION. 15. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVER NOTES. PLANTING NOTES I. PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN T FEET ABOVE THE ROOT BALL STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN G ABOVE PAVED SURFACE. 2. INSTALL PLANT MATERIAL ONCE FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA 3. INSTALL PLANT MATERIALS PER PLANTING DETAILS. 4. SUBSTITUTION REQUESTS FOR PLANT MATERIAL 1YPE& SIZE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. ALL SUBSTITUTIONS AFTER BIDDING MUST BE APPROVED BY LANDSCAPE ARCHTIECT AND ARE SUBJECT TO CONTRACT ADJUSTMENTS. 5. FERTILIZE PLANT MATERIAL UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLAITING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 1045 OF 12 OZ. PER 2S GAUPER TREE AND 6 OZ PER SHRUB WITH AN ADOTTIONAL APPLICATION OF 10410 THE FOLLOWING SPRING IN THE TREE SAUCER. 6. INSTALL 18' DEPTH OF PLANTING SOIL N AREAS RECEIVING GROUND COVER, PERENNIALS. & ANNUALS. PLANTING SOIL SHALL CONSIST OF MnDOT 3877-C MODIFIED TO CONTAIN A MAXIMUM OF 30%SAND, A PH OF 7.1 MAX, ORAS OTHERWISE SPECIFIED IN THE PROJECT MANUAL. 7. TREEWRAPPNG MATERIAL SHALL Be TWO -WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO FIRST BRANCH, WRAP SMOOTHEARKED DECIDUOUS TREES PLANTED IN THE FALL PRI OR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. B. 3018' THICK STEEL EDGER TO SE USED TO CONTAIN SHRUBS, PERENNIALS AND ANNUALS WHERE PLANTING BED MEETS SOD UNLESS OTHERWISE NOTED. 9. FOR PLANT BED, TREE AND SHRUB MULCH DEPTH REQUIREMENTS SEE PLANTING DETAILS. 10, WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 11. SPRING PLANT MATERIAL INSTALLATION IS FROMTHEAPRIL 15 TO JUNE IS. 12, FALL CONIFEROUS PLANTING IS ACCEPTABLE FROM AUGUST 21 TO SEPTEMBER 30. 13. FALL DECIDUOUS PLANTING IS ACCEPTABLE FROM AUGUST 15 UNTIL NOVEMBER 15. 14. ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAFEARCHITECT. IRRIGATION NOTES 1. ALL ATHLETIC FIELDS WHICH HAVE BEEN DISTURBED TO HAVE IRRIGATION REPAIRARENOVATION. ALL NEW ATHLETIC FIELDS 70 HAVE NEW IRRIGATION SYSTEMS INSTALLED. 2. ALL PLANTING AREAS SHALL BE IRRIGATED, THE NEW SYSTEM WILL BE AN EXPANSION TO AN EXISTING SYSTEM. ALL IRRIGATION COMPONENTS SHALL BETORO COMMERCIAL. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WORK. SUBMIT LAYOUT PLAN AND SPECiFICAITONS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TOORDER ANDIOR CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SODDEDISEEDEDAND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 4. CONTRACTOR SHALL VERIFY EXISTING IRRIGATION SYSTEM LAYOUT AND CON FIRM PROPOSED LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. 5. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR INSPECTION AND APPROVAL OF ALL AREAS RECEIVING DRIP IRRIGATION PRIOR TO INSTALLATION OF ANY MULCH. 6. CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANTED MATERIAL GROWTH REQUIREMENTS. 7. CONTRACTOR SHALL ENSURE THAT SOIL CONDITIONS AND COMPACTION ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRUCTION SITE. UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIORTO BEGINNING OFWORK ITSHALLBETHE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO ENSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN PLANTING AREAS. TURF NOTES 1. SOD AREAS DISTURBED DUE TO GRADING UNLESS NOTED OTHERWISE. 2. USE HIGH PERFORMANCE ATHLETIC FIELD SEED MIX FOR ALL FIELDS. 3. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SODISEED SHALL BE HELD 1' BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 4. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SMALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 ORIN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 5. UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRING SEED & SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 16. 6. FALL SODDING IS ACCEPTABLE FROMAUGUST 16 TO NOVEMBER I. FALLSEEDINGIS ACCEPTABLE FROMAUGUST 1670 SEPTEMBER 16. ADJUSTMENTS TO SODISEED PLANTING DATES MUST BE APPROVED IN MITRING BY THE LANDSCAPEARCHITECE 7. ALL SEEDING IN AREAS GREATER THAN I:3 SLOPE SMALL RECENE EROSION CONTROL BLANKET. C C Ca��a 3 OM NI!6 L,cBmmq Olnmv- 3 C JW J O O =Z; H � U 1 F 4 03 LI, Z_ Y Z mII _ Q IL W ' 2 CV N V)r Plant Schedule 1tuantlty Common Name Botanical Name Sim Container Trees 3 Hackberry Celtisoccidentalis 21/2" B&S 291=,Autumn Blaze Acerxfreemanli'Jeffersred' 21/2" B&B 9 Pine Pinus strobus S' B&B 12 Red pine Pinus resinosa 8 B&B Shrubs 90 Sumac, Fragrant Gro -Low Rhus aromatics #5 81 Chokeberry Aronia melanocarpa 'Morto ' B5 Inn Perennials 30 Prairie Smoke Geum Trairie Smoke' Nl Q w lnencr parlay mnlrapuan. -d,r pedfi rtpdtrras prepared bym under mY direct suparvlslen area mai l eme Baty uvea 6andsrspoA Aped wkBr free trxz INMa slate W Mlnnemla. TAomas NTMack, ASIA cam: tzm.14 Rea. -21- n.,.. omrrpem I'mied! ik.1W D -8r. LB Gnedled ar: JD laue Pelts IR -14 M- TiW. 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Pr fT nopmmmd lantl SurveyorNp. 24W2 m tln BNN olMlnnew.b pnNtl Navvnaer36, 1054 R4. -,yin p�mpw 1 I, 2019 _-�� F.B. No.tbPl�O im. 03319 q°we .--y�ysa.,esv arewy-ewp.lrxeowsi>Sortia]pweeafr9