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HomeMy WebLinkAboutRe: storge shed/ballfield / p4 \p p 1 _,_.,„ , _ CITY of ORONO 1 vi �y - . :'c' ISM \\*$A `` 11''' 1 At MunicipalOffices �Nt9 ! 4+ Street Address: Mailing Address: igisuO 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 July 28, 2003 Orono Softball Association Bob Brunskill 5400 Joyce Street Maple Plain, MN 55359 Dear Mr. Brunskill: To follow up on our telephone conversation July the 28th, prior to construction of an accessory building a conditional use permit must be applied for and approved by the Planning Commission and City Council. Because schools are conditional uses, a conditional use permit from the City of Orono must be obtained for any buildings constructed on school premises. I've included the application for your reference. Please fill out the application and submit the following materials: • $250.00 application processing fee • Description of request • A survey showing property lines in relation to the proposed shed • Addresses of all property owners within 350' of the property boundaries and a plat map (both obtained from Hennepin County, 612-348-3271) • A legal description of the property if it is not included on the survey, and • A list of legal names (include marital status) or all property owners with interest in the property(which may be the school district) The review process will begin once the completed application is received. To be placed on the September 15, 2003 Planning Commission meeting all materials must be submitted by August 20, 2003. Assuming the Planning Commission approves your request, you would be placed on the September 22, 2003 City Council meeting. Following City Council approval a building permit can be issued. Should you have any further questions I can be contacted at(952) 249-4623. Sincerely, City of Orono 90114a. Wa-jktdp Janice Waataja City Planner Telephone(952)249-4600 • Fax(952)249-4616 , www.ci.orono.mn.us Coil CO0A-A oz-d Total Fee: $ Date Receive : 17-1-03 C1-2-16Entered By: Permit#: (,ctiiy l" CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. " '5 (please print all information) • THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS: O '0 ruo H t G1-1 S C Si o o L ZIP: NAME OF OWNER: O Az 1-1-0 S D f= LL PHONE: (home) 7(0, 3- Y7 9-2...0 2-y (work) qSz- Y Y8 — ?ai7 MAILING ADDRESS: S-(Qo y c k Sir CITY 4,4k 44-a, ZIP: S 3 CONTRACTOR: ©2n.L° s.or�3,a.(A. /y55oc. PHONE: 76 3-Y7f- CONTACT PERSON: go 6 Ig chi tie SGC c c MOBILE/PAGER: 6/2--70 3 =3 20 z MAILING ADDRESS: .5-7(.�0 ?o Y'c, CITY:/1/t O ZIP: 3 3 s 9 STATE LICENSE: # ARCHITECT/ENGINEER: PHONE: MAILING ADDRESS: CITY: ZIP: NAME: REGISTRATION# TYPE OF WORK: New L/ Addition Accessory Structure iihet7 Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): (3vf0 A- S+^-A4-&- 01-1C/ Si d/'G''C / 'rc AU A-€L)cT 71.1 D/1.),ti0 67 (5 A STORIES: i SQ. FEET OF EACH FLOOR: L GO NO. OF BEDROOMS: • GARAGE STALLS: ATT. DET. o3 ESTIMATED CONSTRUCTION VALUATION (excluding land): $ [d0 o I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE: Rte- DATE: 7- 2 I -493 NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 5 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data, pursuant to section 13.82, subdivision 5, to a law enforcement officer. The commissioner of revenue may place the notice rewired under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request, excluding Saturdays,Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04(available upon request) to review private data on yourself. 6. Your full name is required to process this application or permit. P.-vnro Q C First �D Middle Last Address /q cS3)"7 3-r77 2zey City State Zip Phone I understand my rights as stated above.J L -t e' Signature 6 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY • ADDRESS OR LEGAL: PID: DESCRIPTION OF WORK: ZONING REVIEW BY: DATE APPROVED: BUILDING REVIEW BY: DATE APPROVED: FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes No PLAN REVIEW Yes No SEWER CONNECTION STATE SURCHARGE Yes No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: Fire Department: Post Office: School District:. Lot Area: Sq.ft. Acres Width Depth Survey Submitted: Yes No Date of Survey: Proposed Setbacks: Front(Lake): Right Side: Rear(Street): Left Side: Adjacent Structures: Wetland: Building Height: Def. Hgt. Peak Hgt. Lot Coverage: Grading: Staff Approval Date: By: Council Approval Date: Septic: Staff Approval Date: By: Zoning File: # Resolution: # Resolution Date: Shoreland District: Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS(in house): 7 • • BUILDING REVIEW CHECK LIST • UBC: CONSTRUCTION TYPE: Sq Footage $Per Sq Ftg Basement x 1st Floor x. _ 2nd Floor x Garage x = x = TOTAL Estimated Construction Value: $ Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection Footing Septic Sewer Connection Framing Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Board (Mfg.) Well(State Permit) Final Grading/Filling Electrical(State Permit) Other REMARKS(IN HOUSE): " REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 8 INIIIMIIIMinr I lifid". - _7 X11111.1 Y1111111111111111 1111111111 M E N A R S UNIVERSAL TRUSS DO-IT-YOURSELF r_o. f MOWN I H DOUBLE DOOR STEP-BY-STEP SHED `• kl�r...ktiViik . CONSTRUCTION 'e� .. _ \'� 4P1wr .�.�rAmio r _ . . _ .�„e, -' �.�sl erlall la.itddr. =ten.. __ __......., • ...... . ........„.......... . . .... . "su--web."'-‘,,r--ves-1.,ft.„,..a.,,:,-asivr-,.3%,,.,,,,,,„.,,,, __,-F-th---, _ E _40 73.,,. Nib V. :.•.. it:. -7-. ....."----°----.----_ ---- E a }{ 1- .f `.' -• 1(�L .., I ., of ` ,r: �,\f)p�, .r gyp . 10 EASY STEPS TO DO-IT YOURSELF SHED CONSTRUCTION USING THE 8'/10' UNIVERSAL USE TRUSS • Step 1 ; moo_ Consult loco f building code requirements !\ 14410 • for concrete slab on grade specifications, IS !i' 45# and utility easements. ccrArMmOCO In we ...../...4;e,.- ` \�`rte 47*, , tea � ,,i DIAGONALS roux ��\ Ste): ` •s 5 rn La ou�,er-m t� of shed using string and II` \ ,\� ` /% ;l r i Y D 9 g �! hotter boards (see figure 1� Set concrete :__*: .iii " /� forms, check for level and squareness. place reinforcing mesh and other reinforcement as �' c ;goof roe eoARDs may be required. Pour, strike and Aoat Anlsh % , `* - e n*Kcs concrete slob. Place anchor bolts into slob with �1-, , s r of thread protruding from slab. Place 1-3/4' from edge of slab and 1' from each corner and >• wall opening. Then place on anchor bolt every -�I1 4' on center. (Open area for door location; I I need no anchors.) I SAMS WARDS Figure #1 FOUNDATION k SLAB LAYOUT PAGE 2 l e.% 1 110L0 ROP RAN SACK 3 ire TO ALLOW ENO HALL TOP PLLA1[10 2 s a Kum YOP RAI[ swan t^ o T wrr JOINTS 111404 NECESSARYCy T1" . Step 3 /// I Frame walls as shown in figures 2,3.4, and 5. Note first stud space In each detail allow 4' sheathing joints to fall on studs. r-T T/2; Personalize your building with the optional walk �,I ri door and/or windows and frame accordingly. r ,, ,t-- r r r e0TTTTM P2LA.Te Oµ' 1 is- 0.e, (M1CAU I 4 w E4& NC LENGTH Figure #2 TYPICAL SIDE WALL FRAMING 1 b4 DOUBLE TOP Pull J. V be DOME TOP►UTC 2 z 12HEADER 7-4------1-1.1111111. !II_�= iii1t I.IL E2TEND 'MP PLATE 3-1/2• TO � II ALLOW OVERLAPPING W PLATE onDo TOP RAR 3-t/2'TO ONTO SIDE WALLS ALLOW OVOdAP42G OF rLATE II ON10 9OE WAILi t 2 z 4 910RTER STUD L j • ••f1oRTaR 5110 i 2 1 4 PRE-CUT STUD 41 • t a P41E-WT 1 d — — r.---.VERIFY DOOR PLO. arm --- DOOR 410. ■ MANUFACTURERS SPECS MNMACNRRS 9�fC5 MAK WWIlowsT- I BUILDING w0T 4 MINUS Y r��� SHOW WIN WAut DOOR 1 Figure #3 END smoowWAwFRAMING ROI -L UGROLL-UP ENO WALL TOP PLATE MS SIDING OVEAAP 90E WALL- b4 WALE WI RAR Ap NAIL SECURELY zocro L woe TOP RAR)1/2•T0- r I 111111 JiL ow OVERLAPPINGMIL Or PLAN 2 1 4 PIE-LLT 54105 111' i� ` COM 50[ LLS. Al 1e OG r-1 1/2• ' Igillli NI II C0 21M- 2f ER •OST ASSEMSL MCAND bl ,Pl 50110*MR +^` (� SAL a TI.O.C.C1wc,L) I a -woo S t I gam cm, e—ri CORNER K aft MO 3KLLO �s • TO AW IuSa--msis r TYPICAL CORNER ASSEMBLY ` ill ARDS 4 WOW Figure /4 END WALL FRAMING (REAR) Figure /5l PAGE 3 Step • Place 10' trusses 244 on center using a 2x4 temporary r brace. On an 6' wide building, cut truss Tails to 12' 1 TALS�' on both sides, this will maintain the 1 overhang as shown on Page 4 (see figure 6) t2 Nom � • � i 1 1 Step 5 II_ . 1 r-c• Making certain trusses ore plumb and square, • apply roof sheathing. Be sure to stagger end 10'-a• joints at least two truss spaces. Follow edge and end Joint spacing recommendations as stampedROOF TRUSS on sheathing (see figure 7) Figure #6 l 400.4. '61.41P:- 4111/30"4101P,4%÷%. INSTALL 14-0.PS ecrca MUSS !/ACES AT TIC TOP Of /// q1 LAow s�T or IAiMDO • *VISES•2'-0" o.C. � `_ N'.`�` ' II STAOOEII CND JODITS �` �\li% \\\ SAS T TRUSS �/. 41 ' t wArERsoARo INpoor alCAnwc ' 2a4SIMS •1••0.0. Figure #7 ROOF FRAMING DETAIL Step 6 Step Install Roll—up door or Walk door occording Apply garage door jamb and brickmold trim to manufacturer's directions. Apply soffit, (see figure 8) and fascia (see fi1u es 8 and 9) ROLL UP DOOR 2.•slOuotx STUD 4•.s'IMMO 2.•STUD A 2 '4 O1°'""' 2 .•u/D*MaV _ •• .r MND 1 IOU.w 000R °r°K"' A i �,) MARS TO►RATE ROLL U•DOOR • ��� �w. A 0A Mrdi 0wacuaola1 '' 2-la it Kam47. ` ` r soapJAMB DETAIL DOOR MOM I tri 4 DO I • a•SIR STUD rsn0la :.•STUD :.•000R 1•101110.0 TRr a.. , 11/./ HEAD DETAIL 1 `•MID i HEAD DETAIL r ovEtur I ••i r aUIS DOos soup Figure #8I i JAMB DETAIL i DOUBLE DOOR 'PAGE * • —_., n• • Stt ep • *15 r 1s4 IRT Apply roof felt. metal roof edge and shingles to manufacturer's directions. (see figures 7 and 9) 7/5 BER, I, wefmuses; sALS.oar MCC 1 TIM 114 RUT soma • 1 ■s MIA PLY1000 sant 2 s •DOUetE TOP 1U1111 vie sreri tNAwts wAiQB0AR0 W41./111940 OW OMoALv.o I t•FACIA MEW le/TMS Wt 0R PLM11200 somr b4 ME-yT STUD oJ,ORo at sons Ar 1s'O.C. 2 se NALER) 2 e♦BO.*.L TOP PLATE r-,t/Y, - TYPICAL OVERHANG r e rVOW--/ FOR 8' WIDE SHED Step 9 111cATED I e 4 • 601•10e PLATE Apply siding and trim according to manufacturer's directions. Paint or stain wood siding, trim, soffit and ...:...— -‘-T=t•-;- `.r—+-ge facia to the color of your choice. 1WO10a sats (See figure 10) e e o.°.ua s,• :; TYPICAL WALL SECTION Figure #9 FOR 10' WIDE SHED seri MOM ,ye INN _ — ALLOW 1' GAP MOUND�,. •1 aneLE OUTSIDE DDDR MCC LOCATION (1rACA�>at —2a• ON r-cr Iwo Ili& _i_h-31.-1 1-34.-1 1 INSET MONO ems' �� 1 Y N �' SAID WALLS C 111_7. `` f ., • WT FROM DOOR F ' OPOANC ON FRONT MALL O C - I �Y TOP VIEW �--o CORNER PLAN '-�-r ��� INSIDE VIEW OUTSIDE VIEW NAL TPIROUON FACE or slow° 1•st• PINE 5OAROS lelEP Figure 410 TO SECURE 2.4 DOM BRACES. CORNERS 43 DEOREEL BEND rOOIAL hill AT JOINTS TO PROI!UONG NALL STVFEN. Figure /11 DOUBLE DOOR FRAMING Sletip Sit bock and relax knowing your belongings ore securely protected by your new Menord storage shed you built yourself! PLEASE NOTE: This shed conctruetion old Is intended solely to provide general knowledge as to one of the ways a shed may be constructed using materials available from Menards. We suggest you check with your local building officials regarding site location, permit procedures. safety regulations and specifications of materials used to construct your new storage shed. Builders who utilize this old must proceed at their own risk and ore solely responsible for complying with oil building codes which pertain in their community. Ms lords hereby disclaims all liability for any damages whether consequential, Incidental, special or otherwise, which may result from following this do-It-yourself old. Estimate From • MENARDS Estimate # 41672 ESTIMATE FOR: STORE#3024 EDEN PHONE:(952)941-4400 Page 1 of 2 ORONO SOFT BALL ASSC 12600 Plaza Drive FAX:(952)941-4504 5400 JOYCE STREET Eden Prairie,MN 55344 Maple Plain, MN 55359 Ph: (763) 479-2024 ESTIMATE BY ESTIMATE DATE Alt: AJW 04/17/03 SKU NUMBER DESCRIPTION QTY TO ORDER ADDITIONAL ITEM INFORMATION 192-4075 161-1605 5-1/2" X 50' SILL SEALER FOAM 1 EACH 111-0821 2X4-10' AC2 TREATED AG ARSENIC FREE LW 1 EACH ON SALE THRU 04/27/03 111-0850 2X4-16' AC2 TREATED AG ARSENIC FREE LW 2 EACH ON SALE THRU 04/27/03 111-0795 2X4-47"-48" AC2 TREAT AG ARSENIC FREE LW 1 EACH 102-1114 2X4-10' STUD/#2+BTR SPF 50 EACH ON SALE THRU 04/27/03 102-1114 2X4-10' STUD/#2+BTR SPF 4 EACH ON SALE THRU 04/27/03 102-1143 2X4-16' #2+BTR SPF 4 EACH ON SALE THRU 04/27/03 124-2728 7/16"-4'X8' ORIENT STRANDBOARD -WHITE 16 EACH 187-1076 8'/10' 4/12 PITCH TRUSS 1' OH 1' CANTS 9 EACH ON SALE THRU 04/27/03 102-1143 2X4-16' #2+BTR SPF 1 EACH ON SALE THRU 04/27/03 102-1017 2X4X8' TEMSELEC STUD 10 EACH ON SALE THRU 04/27/03 124-2728 7/16"-4'X8' ORIENT STRANDBOARD -WHITE 8 EACH 227-1390 7/16"PLYWD CLIP ALUM 25/BS54-BMC lOBGS/ 2 EACH 151-3004 SUPREME FBGLS 25YR ONYX BLACK 8 EACH 153-8801 10 OZ BLK JACK ROOFCEMENT#2172-900-66 1 EACH 155-1134 STYLE "D" 10' ROOF EDGE WHITE 7 EACH 103-1117 1X6-8' #3 STANDARD BD 6 EACH 103-1120 1X6-10' #3 STANDARD BD 2 EACH 102-2155 2X12X10' CONSTRUCTION LBR 2 EACH ON SALE THRU 04/27/03 425-3015 8X7 MADISON WH SERIES 200ROLL-UP DOOR 1 EACH 103-1049 1X4-14' #3 STANDARD BD 1 EACH This is an estimate.It is given only for general price information.This is not an offer and there can be no legally binding contract SUB-TOTAL: (CONTINUED) between the parties based upon this estimate.The prices stated herein are subject to change depending upon the market conditions. The prices stated on this estimate are not firm for any time period unless specifically written otherwise on this form.The availability of materials is subject to inventory conditions. MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY OF THE MATERIALS STATED HEREIN. All information on this form,other than price,has been provided by guest and Menards is not responsible for any errors in the information on this estimate,including but not limited to quantity,dimension and quality.Please examine this estimate GUEST COPY carefully. MENARDS MAKES NO REPRESENTATIONS,ORAL,WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST. BECAUSE OF WIDE VARIATIONS IN CODES,THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET PAGE 1 OF 2 YOUR CODE REQUIREMENTS. 'V Estimate From MENARD9 ESTIMATE FOR: Estimate # 41672 STORE#3024 EDEN PHONE: (952)941-4400 Page 2 of 2 ORONO SOFT BALL ASSC 12600 Plaza Drive FAX:(952)941-4504 5400 JOYCE STREET Eden Prairie,MN 55344 Maple Plain, MN 55359 Ph: (763) 479-2024 ESTIMATE BY ESTIMATE DATE Alt: AJW 04/17/03 SKU NUMBER DESCRIPTION QTY TO ORDER ADDITIONAL ITEM INFORMATION 103-1010 1X4-8' #3 STANDARD BD 1 EACH 417-1595 PRIMED BRICK MLD 8FT 1-1/4X2 WM180 2 EACH 417-1605 PRIMED BRICK MLD 10FT 1-1/4X2 WM180 1 EACH 146-1305 DOUBLE 5" VINYL SIDING WHITE .040 51 EACH ON SALE THRU 04/27/03 146-1004 STARTER STRIP 10' (VINYL) 7 EACH 146-1486 OUTSIDE CORNER POST 10' WHITE 4 EACH 146-1509 J-TRIM 12'6" WHITE 5 EACH 146-1518 12'6" DUAL UNDERSILL WHITE 4 EACH 144-1176 SNAPLOCK PUNCH TOOL 1 EACH 157-1487 16"X12' PRO VENTED SOFFITWHITE 4 EACH ON SALE THRU 04/27/03 157-1567 6"X12'R/S_FASCIA.019 ALUMWHITE 6 EACH ON SALE THRU 04/27/03 157-1403 12'_PRO_FRIEZE ALUMINUM WHITE 5 EACH ON SALE THRU 04/27/03 157-1664 1-1/4"NAIL_1LB. ALUMINUM WHITE 1 EACH ON SALE THRU 04/27/03 229-5363 NAIL 16D C.C. SINKER 5 LB BOX 3 BOX 229-5347 NAIL 8D C.C. SINKER 5 LB BOX 3 BOX 229-5648 NAIL 16D GALV CASING 1 LB BOX 1 BOX 229-5554 NAIL 8D GALVANIZED BOX 5 LB BOX 1 BOX 229-5761 NAIL 2" GALV ROOFING 1 LB BOX 3 BOX 229-5790 NAIL 1-1/4" GALV ROOFING 5 LB BOX 1 BOX 229-5732 NAIL 1-1/4" GALV ROOFING 1 LB BOX 3 BOX 151-1789 #15 FELT UNDERLAYMENT 4 SQUARE 1 EACH This is an estimate.It is given only for general price information.This is not an offer and there can be no legally binding contract SUB-TOTAL: 1,277.08 between the parties based upon this estimate.The prices stated herein are subject to change depending upon the market conditions. The prices stated on this estimate are not firm for any time period unless specifically written otherwise on this form.The availability of materials is subject to inventory conditions. MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY OF THE MATERIALS STATED HEREIN. All information on this form,other than price,has been provided by guest and Menards is not responsible for r any errors in the information on this estimate,including but not limited to quantity,dimension and quality.Please examine this estimate GUEST E`ST COPY carefully. MENARDS MAKES NO REPRESENTATIONS,ORAL,WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST. BECAUSE OF WIDE VARIATIONS IN CODES,THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET PAGE 2 OF 2 YOUR CODE REQUIREMENTS. *tilC til ; ` BTC\: ,. • fI LP . ( 0 _ C x ASH t"�11" ASH011" ASH3,. A 5" ASI-11....,_,....T2" A 2" ASH C �1 08" ASHC8" 0CggASH ELECI�RICAL --441 , ELECTRICAL Amari • H mro N SERVICE(SIZE TO BE SERVICE(SIZE TO BE 12"ASH �' 0) �- • CONFIRMED BASED ON REMOVE EXISTING CONFIRMED BASED ON -' / SEED ALL DISTURBED CONNECT 3"PVC MAIN -� / �T BACKSTOP&FOOTINGS SCOREBOARD/IRRIGATION SCOREBOARD/IRRIGATION SERVICE CONNECTION-SEE DETAIL x EXISTING STADIUM `� REQUIREMENTS AREAS REQUIREMENTS 2" EVG i x v_ 8 • TTa {•�t[VbILDING(VERIFY N REMOVE BENCHES(2) 00 LINK pL79C:C_SERVICE) ter'/ _ _ GP 50.00' b 'CAN01kTTE'SLA TS CONSTRUCTION LIMITS - - - - - r �/ W 2" EV( - - " O O o O O O O O 1 �. a�(BLEACHER/DUGOUT) 3"MAIN O _ - WEATHERPROOF v V O IAnk AL --_ 1111 © ENCLOSURE-VERIFY -"1- ' 0 2-1/2" © " LOCATION WITH OWNER O r) LINK FEN E� - ""'`� ,300' '• E O 1 ��I/ • •• , .,, SEED ALL DISTURBED SEED ALL DISTURBED 6" ASF\v r • YJI Cn A v 1 25+00 - 60 •00' �• \ AREAS . O � q • R A AREAS D O . O 1 ®®, > Al I N 10'DOUBLE , n1 Xi 73 . 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