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Home My WebLink About2010-Building (sign) (g) CITY OF OSHKOSH No 144232 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 4200 POBEREZNY RD Owner GRS, LLC Create Date 10/25/2010 Designer Lorri Hendzel Contractor JONES SIGN COMPANY INC Category 254 - Signs Plan Type 0 Building • Sign 0 Canopy 0 Fence 0 Raze Zoning M1 P41 Class of Const: Size Unfinished /Basement Sq. Ft. Rooms Height Ft. ❑ Projection Finished /Living Sq. Ft. Bedrooms Stories Canopies Garage Sq. Ft. Baths Signs 1 Foundation 0 Poured Concrete • Floating Slab 0 Pier 0 Other 0 Concrete Block 0 Post 0 Treated Wood Occupancy Permit Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use /Nature Install one d/f internally illuminated monument ID sign for "Fox Valley Technical College ". CONDITIONAL ZONING of Work APPROVAL — "MILLER' PANEL WILL NEED TO BE APPROVED BY COMMOM COUNCIL VIA CUP. Approved 11/23/10 with the condition that no other changes are permitted to the sign without prior approval by the Common Council. **check #84187 HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $59,475.00 Plan Approval $0.00 Permit Fee Paid $268.00 Park Dedication $0.00 Issued By: - Date 12/01/2010 Final /O.P. 00 /00 /0000 ❑ Permit Voided Parcel Id # 1324250000 In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. have read and understand the afore mentioned information. Signature Date Agent/Owner Address 1711 SCHERING RD DE PERE WI 54115 - 9414 Telephone Number 920 - 983 -6700 To schedule inspections please call the Inspection Request line at 236 -5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. ZONING /LAND USE COMPLIANCE CHECKLIST OSHKOSH ON THE WATER Name GRS, LLC Address 4200 POBEREZNY RD Create Date 10/25/2010 Construction Data 0 New Construction Addition 0 Alteration Type of Construction (i.e. fence, pool, parking lot, sign, etc. 1 d/f internally illuminated ground sign for FVTC Compliance Checklist Deficient Comments [If Use ▪ Lot Width J Lot Area ▪ Lot Area Per Family ▪ Flood Plain J Front Yard 25' minimum per submitted site plan. El Yard Side Street ▪ Rear Yard Side Yard Building Area ▪ Parking Standards Off - Street Loading Standards Vision Clearance ▪ Transitional Yard Standards landscape Standards ✓� Height 27' 6.5" OAH Li Conditions of Approval Dompliance with P.C. or BZA Conditions of Approve Signage Standards J SA = 681.43 sf total /CUP REQ'D FOR "MILLER" SECTION OF SIGN [J Drainage Plan - Storm Drainage - City Easements Review Authority As per Section 30 -5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed. Approved 0 Denied 0 Plan Commission Action Required [] Variance(s) Required Reviewed By Todd Muehrer Date 10/25/2010 City of Oshkosh Inspection Services Division P O Box 1130 Oshkosh, WI 54903 -1130 Phone: (920) 236 -5050 Fax: (920) 236 -5084 Of FI CO1 N Building Permit Application ON THE WATER If you are a contractor participating in the Permit Fee Account System and have adequate funds, check here if you want this processed t rough your account fl JOB ADDRESS AO saw_ , p C, 2. 1 i - e OWNER 1 .`I � L_ J / ✓i d ) . l // eh p'?/ 14( CONTRACTOR 0 1 � �� f C 5 I am the: ❑ Owner OR geontractor USE CATEGORY ❑Single Family ❑Duplex ❑Multi - Family ❑Rental XCommercial ❑Industrial Work being done: ❑ Addition ❑ Deck/Porch/Patio ❑ Driveway/Parking External Remodeling ❑ Fence/Hedge/Kennel ❑ Garage/Utility Structure Li Handicap Ramp ❑ Hot Tub /Spa ❑ Internal Remodeling »ignlCanoPY/Awning ❑ Stair/Handrail ❑ Stove /Fireplace El Swimming Pool ❑ Wrecking Permit ❑ Other For Extemal Remodeling, Wrecking Permit, and Internal Remodeling please see Chapter NR 447 of the Wisconsin Administrative Code and Notification Form 4500 -113 on the DNR Asbestos Program website; http : / /dnr.wi.aov /air /compenf /asbestos /. For additional information on hazards present in buildings see the Pre- Demolition Environmental Checklist at http: / /dnr.wi.gov /orq /aw/wm/ publications /anewpub/WA651.pdf. Additional information, such as plan submittal and approval, may be required before issuance. Fliers, located in the hallway, may be referenced to note if any additional information is necessary. • Full description of work being done: Yr 011 1 c. I-53/10llxis-i-virys" .x t �, jg , A ' fie" 4 , ,� ` J'4� 1/ .� Any work no Included in this application is not ermit � 00 p ted. Value of the job $ �j 4 00 (Value for materials and labor is required to ensure consistency in accessing permit fees for all applicants.) PLEASE READ, SIGN, & DATE: I certify the above information is complete and accurate. Any deviations from the above submitted information may require additional permits to be obtained. I ac' owledge and agree to these terms. Name: a • 1 • 1 - / (Please print) Signat 6 it / ' / j a )-•-) or Date: / O 0/9 6/6 U f irC(5 3/02 �� Dr. Susan a May, President 1825 N. Bluemound Drive, P.O. Box 2277 •Appleton, WI 54912 -2277 NICAL COLL E Et a Phone (920) 735 -5600 • Toll -free 1- 800- 735-FVTC (3882) Knowledge That Works TTY (920) 993 -5106 • FAX (920) 735 -2582 • www.fvtc,edu September 9, 2010 A TO WHOM IT MAY CONCERN: This letter authorizes Jones Sign Company to install signs and /or awnings at the following location: 4200 Poberezney Road, Oshkosh, WI Jones Sign Company is authorized to secure permits required by the local governing body. ii 0 a 0 ' fel_41:,, )4iik _.., Title: /11,44 .. dr d9to f $Aa Vi Notary Public: / `r� +1 �lll ul rrrrrrr y ¢ jr County of: e.14ru i • Afr. .. - a State of: ;ti .•►�. 01,, _ -+ . My Commission Expires: � /1 Expires: , 47'•• ..,.•mod ..�'.' • - 410111111 0 Appleton Chilton Clintonville Neenah Oshkosh Waupaca Wautoma An Equal Opportunity Employer and Educator 9 z_ 2 z .0 b 0 8 f a bt 15 ty c. r 0 csi w tu t=, w ul ..t. u) •Tir LL LL = Z Z Z LIJ 1.1.4 01 CD 1 10 - 13 - 10 ROBERT - JAMES & ASSOCIATES, Inc. Sht. 1 of 3 12255 West 187th Street Mokena, Illinois 60448 (708) 479-8385 File : JonesSgn363.mcd Site : Fox Valley Technical College 4200 Poberezney Drive Oshkosh, Wisconsin 54902 Sign Type : 27' -6 3/4" OAH direct bury twin poles for 5' -6" x 18' -6" ID sign with 4' -6" x 17' -3" arched upper trim, 8' -4 3/4" x 18' -6" two section sign panel with street address panel and lower tube and perforated aluminum trim between poles on caisson footings. Drawing No. 1010060 rev. A Design wind load is based on the 2006 International Building Code using Exposure C and 90 mph winds. Design Wind Speed : ( mph.) V := 90.0 Importance Factor : I := 1.00 Based on Category II, Non - Hurricane Prone Regions with V = 85 -100 mph. Velocity Pressure Coefficent at a Height of Less Than 30', Exposure C : Kz := 0.98 Topographic Factor : Kzt := 1.00 Based on 6.5.7.2 \ ` t i S j Wind Directionality Factor : Kd := 0.95 Based on Table 6 -4 • Velocity Pressure : ( PSF) qz := 0.00256•Kz•Kzt•Kd•V qz = 19.305 ='4• JAMES R. Force Coefficent : Cf := 1.80 Based on Table 6 -20 KOGAN E 294.23 Gust Effect Factor : G := 0.85 Taken from 6.5.8.1 for Rigid Structures h10KENA, Design Pressure : ( PSF) F := qz.Cf.G F = 29.537 Use : WL := 29.6 it • Reference : Manual of Steel Construction, AISC 13th Edition. %;, o Tube : ASTM A -500 Gr. B Fy = 46.0 ksi. ; Fb = 30.36 ksi. ; Fv = 18.40 ksi. Reference : American Concrete Institute, Code 318.05 10 / i Concrete : 3,000 psi. Compressive Strength after 28 days. Rebar : ASTM A -615 Grade 60 Fy = 60.0 ksi. Design Loads at Grade : Upper Trim : UprTrm := 4.5.17.25•WL • rr4 = 5 + l = p ( ) LI 2 I 23.06) UprTrm – 58154.787 ft.lbs. ID Si gn : IDSgn :_ (5.5.18.5• 5.5 WL)• — + 17.56 IDSgn = 61169.658 ft.lbs. ( Including 3" revel.) ( 2) ll Two Panel Sign : AncSgn := (8.39.18.5•WL)•[( + 9.17] AncSgn = 61403.675 ft.lbs. 2 Between Pole Trim : BtwnPoleTrm := (0.50 4.17 17.25 WL)•L( + 5.01 BtwnPoleTrm = 7542.698 ft.lbs. ( Including address panel. ) r / 2 Lower Exposed Poles : LwrExpPoles := [2.5.0.1 10 1 • WLl • (5 =0 LwrExpPoles = 616.667 ft.lbs. 12J J 2 10 -13 -10 ROBERT -JAMES & ASSOCIATES, Inc. Sht. 2 of 3 Moment : ( ft.lbs.) MtGrd := UprTrm + IDSgn + AncSgn + BtwnPoleTrm + LwrExpPoles MtGrd = 188887.485 Shear: ( lbs.) ShrGrd := (4.5.17.25•WL) + (13.9.18.5•WL) + (0.50.4.17.17.25•WL) + [2.5.o.( ShrGrd = 11220.608 Design of Pole Structures at Grade : Section Modulus of Tube : ( in. 3 ) TS 10" x 10" x 3/8" wall - TubeSM := 40.4 Moment per Pole (ft.lbs.) MtPoleGrd MtGrd MtPoleGrd = 94443.742 2 MtPoleGrd- 12 Bending Stress : ( psi.) f ;= fb = 28052.597 TubeSM Area of Tube : (in. TS 10" x 10" x 3/8" wall - TubeArea := 13.2 Shear per Pole : ( lbs.) ShrPoleGrd := ShrGrd ShrPoleGrd = 5610.304 2 Shear Stress : ( psi.) fv ShrPoleGrd fv = 425.023 TubeArea fb f V Unity Check - Combined : UC Comb + UCComb = 0.947 < 1.00 OK 30360 18400 Design of Caisson Footings : Overturning Moment per Caisson : (ft.lbs.) Ma := MtPoleGrd Ma = 94443.742 Shear per Caisson : ( lbs.) Va := ShrPoleGrd Va = 5610.304 Applied Lateral Force : ( lbs.) P := Va P = 5610.304 Allowable Lateral Soil Pressure : ( lbs. /ft. per ft.) LP := 150 Diameter of Footing : (ft.) bl := 3.0 Distance in Feet From Ground Surface h := Ma h = 16.834 to Point of Application of "P" Va Depth of Footing Below Grade : (ft.) dl := 10.0 Allowable Lateral Soil Bearing Pressure Pursuant (LP- 1.33) g S1 := dl S1 = 665 to the 2006 International Building Code Section 3 1805.7 and Table 1804.2 with 100% o increase for allowable 1/2" deflection at grade. A := 2.34• A = 3.29 51.2 •bl d2 := ( 2111 + I I 1 + 4.36• A I d2 = 9.587 < dl = 10 OK J `J J� 10 -13 -10 ROBERT -JAMES & ASSOCIATES, Inc. Sht. 3 of 3 Check Tensile Stress in Footing : Overturning Moment About Heel Point : (ft.lbs.) Mh := Ma + (Va•dl) Mh = 150546.781 Treat as a cantilever at bottom. Compressive Strength of Concrete : ( psi.) fc := 3000 Yield Strength of Rebar : ( psi.) fy := 60000 Section Modulus of Footing : (in 3) Ste, i•(b1.12) Sw = 4580.442 32 Allowable Concrete - Stress : ( psi.) +Ft := 0.65-(5-A - +Ft = 178.01 Tensile Stress in Concrete : si. ft := [(Mb12)] ft = 394.408 (p ) > +Ft = 178.01 REBAR REQUIRED FOR STRESS Design of Reinforcing Steel in Caisson : Moment for USD Design : Mu := 1.7•Mh Mu = 255929.527 d := [(b1.12)•.80] [(bl.12)_6.o] d = 13.8 To Plot for " ju " : coeff := Mu- 12 coeff = 0.149 ju := 0.83 fc•b1.12•d Use yield strength of direct bury tube to check. Yield Strength of Tube : ( psi.) fy := 46000 Re Required Area : 2 Mu• 12 q (in.) As := As = 6.477 ju•fyd•0.90 Reinforcement Requirment : As = 6.477 < TubeArea = 13.2 No rebar required with the direct bury tube. Quantity of Concrete : (yds. CY :_ b1 dl CY = 2.618 Each 4.27 Note : Keep bottom of tubes 3" from bottom of footings to create concrete cover for water exclusion. SITE PLAN x -- PF )ECr LTNDS / aJ. -Jxia O 4" ASPHAJ_T PAYEVENT K \ \ # 3� .Pl ro w F' stws Z AaJ 1taJ1 Ail4 YffiS:aE F+M' , sr w.0 A6:sfd �i / / F D FH 5'✓_E ST�V. �VI � / 0.007 y Ia• ntm a oJrr[a '�� .I� - i iT.�.'�s�....� �u� � IN -- PF )ECr LTNDS / aJ. -Jxia O 4" ASPHAJ_T PAYEVENT K \ \ rs' •.�aDRs si?Krr?L SET2AG1 TFW 51Q/ll 1 / / / F D FH 5'✓_E ST�V. �VI � / 0.007 y P�20TlSLD JET:LYD w�aa RT a / \ MICHAEL S'EWERT Z (420) 73f -0381 I 677110 • w ` W ED i'4115 es z214ztae O - 1 -J /.. p' A>Bw sn D_ O omt s:�r wx•ac x olann +• sn --T�T- rwJ.00to ,m,ac a s�+luw+ • RR h �' T � 4N S ^ av s,ars - waO�J^o FCtiM'C s_a D 1' Pd rR iO,.�O I 1511 O Eadr SW'+F I Ax `VTVA n. to 4 t QJTIIR +I-,:,— I I ,..� A. h l : l /pr jFVTCSIGNAGE I 4 I 1 1 I I �P I P I � I ---- --------------- --- ----------- ----- ---- 4 1 I W4eP5TER PtiJ 8 MCA FTY.WF BY Ot3& S I2' W*E BY 0�5 of -- ao + V l ry R 1 l -ijl i3 `is SITE PLAIT LEGLUL) 4" ASPHAJ_T PAYEVENT -. 3 ASPHALT PAYEMEM rs' •.�aDRs si?Krr?L SET2AG1 TFW 51Q/ll / / / / F D FH 5'✓_E ST�V. �VI � / 0.007 y 1 I W4eP5TER PtiJ 8 MCA FTY.WF BY Ot3& S I2' W*E BY 0�5 of -- ao + V l ry R 1 l -ijl i3 `is SITE PLAIT LEGLUL) 4" ASPHAJ_T PAYEVENT -. 3 ASPHALT PAYEMEM I� / 7 C'ffEx 4A[€ K G.ni 4sE 5 tE11 LOGtT✓Y aJ uaADn rEU RO] / / F D FH 5'✓_E ST�V. �VI � / 0.007 y P�20TlSLD JET:LYD w�aa RT a / BY an:Dnc er MICHAEL S'EWERT 1 I W4eP5TER PtiJ 8 MCA FTY.WF BY Ot3& S I2' W*E BY 0�5 of -- ao + V l ry R 1 l -ijl i3 `is SITE PLAIT LEGLUL) PROPERTY OWNER: THOMAS RUSCH / RICHARD CAHERT P.O. Box 3808 SHK OOSH, W1 54S02 PHONE: PHONE: 920 -2D3 -3850 c So raA scut ri rJxT FIRST RDOR O rRDAT DOOR DT FXKNENC Dll'. LD'NO, HEY. - 644 -W � P SITE LOCATION SITE LOCATION MAP N.T.S. LEGAL DESCRIPTION PAR[ OF LW 1 OF CLKnFEC 5 0 [ 1LAP E599a LOWO X T SOVTJMRT I/4 OF THE is0 RX-ST I/4 CF ACI M 10. T004 17 1'OWK RYIGE 16 EAV. TORR OF hE�lk `Nmlm OOVARY, wsomse4 ALL woFd( %%ALL BE DONE DI ACCORDANCE WITH THE 'STATE Of WISCONSIN DEPAR{IIENT OF TPMSPOWATION STMNOARO SPEOFICATKNNS FOR HIGHWAY AND STRUCTURE CONSTRUCTION' 2003 EDITION. INCLUDING ALL SUPPlEWEH7'S, DXGEPT PART 1 WIIICH Is HEREBY DELETED RID 'STMONO SKOFICATIONS FOR SEWER & WATER OONSiRTIMN IN WISCONSIN' 6TH EDRION. INCLUO NG ALL SOPP(EIIENTS. SITE/ PROJECT INFORMATION PROPERTY AGGRESS: 4200 BLOCK OF PC$ERENZ7 DRIVE, OSHKOSH, Wtl 54902 g TAX KEY / 012 0161 w ZONING: C -2 GENERAL CCUMERC7AL TYPE OF PROOUCT: EDUCATION THERE ARE NO FOOD AND /OR BEYERAG£ SALES, PUBLIC SWMMING POOL OR WHIRLPOOL., OR OWRN194T LODGING ON IRIS SITE. OCCUPANCY TYPE - F2 CONSTRUCTION CLASSIFICATION = TYPE 8 FIRE PROTECTION: WET SYSTEM CONNECTED TO A WATER TANK WITH PUMP FIRE DETECTION: FIRE ALARM CONNECTED TO FIRE PROTECTION SYSTEM FIRE DEPARTMENT HOSE CONNECTION: FIRE DEPARTMENT CONNECT AT BUILDING NO HAZARDOUS WATE#6ALS WILL BE STORED ON THIS SITE. ACCORDING TO SHE 'ADA STANDARDS FOR ACCESSIBLE DESIGN. TWO ACCESSIBLE SPACES ARE KQUL RED FOR A PARKING LOT WITH 47 SPACES, AND FOOR ACCESSIBLE SPACES ARE NLOUIRLO FOR A PARKING LOT WITH 63 SPACES. THE LOCATIONS O THE PROPOSED MECHANICAL EQUIPMENT ARE ON TOP OF THE BUILDING, SITE ANALYSIS TABLE TOTAL SITE AREA- 1,044,382 S.F. 4" ASPHAJ_T PAYEVENT -. 3 ASPHALT PAYEMEM I� PROPOSEO EULD :NG ADDITION 61 S.F. CONCRETE SIDEWALK fF FIRST FLOOR 0.007 TKAFM FLCW PROPERTY OWNER: THOMAS RUSCH / RICHARD CAHERT P.O. Box 3808 SHK OOSH, W1 54S02 PHONE: PHONE: 920 -2D3 -3850 c So raA scut ri rJxT FIRST RDOR O rRDAT DOOR DT FXKNENC Dll'. LD'NO, HEY. - 644 -W � P SITE LOCATION SITE LOCATION MAP N.T.S. LEGAL DESCRIPTION PAR[ OF LW 1 OF CLKnFEC 5 0 [ 1LAP E599a LOWO X T SOVTJMRT I/4 OF THE is0 RX-ST I/4 CF ACI M 10. T004 17 1'OWK RYIGE 16 EAV. TORR OF hE�lk `Nmlm OOVARY, wsomse4 ALL woFd( %%ALL BE DONE DI ACCORDANCE WITH THE 'STATE Of WISCONSIN DEPAR{IIENT OF TPMSPOWATION STMNOARO SPEOFICATKNNS FOR HIGHWAY AND STRUCTURE CONSTRUCTION' 2003 EDITION. INCLUDING ALL SUPPlEWEH7'S, DXGEPT PART 1 WIIICH Is HEREBY DELETED RID 'STMONO SKOFICATIONS FOR SEWER & WATER OONSiRTIMN IN WISCONSIN' 6TH EDRION. INCLUO NG ALL SOPP(EIIENTS. SITE/ PROJECT INFORMATION PROPERTY AGGRESS: 4200 BLOCK OF PC$ERENZ7 DRIVE, OSHKOSH, Wtl 54902 g TAX KEY / 012 0161 w ZONING: C -2 GENERAL CCUMERC7AL TYPE OF PROOUCT: EDUCATION THERE ARE NO FOOD AND /OR BEYERAG£ SALES, PUBLIC SWMMING POOL OR WHIRLPOOL., OR OWRN194T LODGING ON IRIS SITE. OCCUPANCY TYPE - F2 CONSTRUCTION CLASSIFICATION = TYPE 8 FIRE PROTECTION: WET SYSTEM CONNECTED TO A WATER TANK WITH PUMP FIRE DETECTION: FIRE ALARM CONNECTED TO FIRE PROTECTION SYSTEM FIRE DEPARTMENT HOSE CONNECTION: FIRE DEPARTMENT CONNECT AT BUILDING NO HAZARDOUS WATE#6ALS WILL BE STORED ON THIS SITE. ACCORDING TO SHE 'ADA STANDARDS FOR ACCESSIBLE DESIGN. TWO ACCESSIBLE SPACES ARE KQUL RED FOR A PARKING LOT WITH 47 SPACES, AND FOOR ACCESSIBLE SPACES ARE NLOUIRLO FOR A PARKING LOT WITH 63 SPACES. THE LOCATIONS O THE PROPOSED MECHANICAL EQUIPMENT ARE ON TOP OF THE BUILDING, SITE ANALYSIS TABLE TOTAL SITE AREA- 1,044,382 S.F. Uls liJ RBED AREA: 284,320 S.F BUILDING: 50 PAVEMENT SIDEWALK: 61 S.F. GREEN LANDSCAPE: 172,947 S.F. DISTURBED AREA IMPERMOUS% BEFORE: 0.007 DISTURBED AREA IMPERVIOUS% AFTER: 39.2% (i r� 's B , 11J D3�4o W o ° r m E E o c : C 11 C 1 � � 5 0 LU w Z LLI Foz J ? 4 a z J � 3 Q (-3 p E U �y � Y1 O Q LLl w g J° o X O o o LL o p w O w PERTINENT OONTACTS CONTACT PERSON PHONE a CITY OF OSHKOSH "ES BABE (920) 236 -5085 SCALE r DATE IJ &E, FROJECT ENWNEFR MICHAEL S'EWERT (420) 73f -0381 T - =50' 677110 ER FILE TOPOGRAPHIC LEGEND z214ztae - 1 -J /.. p' A>Bw sn �� t_ 4.�so nm� O omt s:�r wx•ac x olann +• sn --T�T- rwJ.00to ,m,ac a s�+luw+ Q JJi PLrh TJ.] - waO�J^o FCtiM'C W D 1' Pd rR iO,.�O � 4. t6 O Eadr SW'+F I tl Y AS, PPF 3M ■- oaC T6C IM —. - -- sa m ■ Jar r rwu � m�rnac+T ao-ec* • p' ro.ca rot -_ - -_ us. .a.. IJw �8. Js. sm RJU.w ocst..cecrs Irre ® raJn,ae o�+! rm a o!a 0Jv R. Y - i .Ltw:f n +�,.� 8 Dc.Rr m t u?'y DRa'�•II:G t:0. 0 Yw R u�a ,va•T R s„-Ja s+m rw 1 e■>t — — — C -1 ELECTRICAL CONDUIT t- a 0 I N 03 _0" CONCRTf 4' -6" ARCHED UPPER TRIM 5' -6" ID SIGN 8' -4 % SIGN -- — 18' -6" SIGNS 0 btl0 0 O O O O O ° O ° O O ° O ° ° 4 ° O ° O O ° 0 ° O 00000 00000 ° O ° O ° O O ° O ° O ° 0 0 0 ° 0 ° 0 ° O o ° o ° a ° ° o ° o ° o a o o a ° o ° 0 I I 0 I I I I f I I I [ I I r 1 I I I 1 I I I I PLAN VIEW QTY. CONCRETE: 2.7 CU. YD: @ w @T �'�,DVANCEa MANUFACTURING TECHNOL®GY CENTER oa ° O ° O ° ° ° QS gl,1NI x•000 °O °0° 000000°0 0000000 0 0 0 0 000 0 0000000000000000 0 0 0 0 0 0 0 4 0 0 0 0 0�O n 0 O O O�,O„�OnO °n o n ° n ° n o n o n o o 0 n ° n ° n ° n ° n ELECTRICAL DISCONNECT 16' -0" C TO C TS 10" x 10" x 3/8" ASTM A -500 Gr. B EMBEDDED IN FOUNDATION TO WITHIN 3" OF BOTTOM TO CREATE CONCRETE COVER UNDER POLE. GRADE �: ��atitllrt �s - \\ � \/ pi � _ is �� \l� \��` �`�® �'� PER LOCAL CODE JAM ES R. i ELECTRICAL i ; 1 ' ri E-29423 C.3 CONDUIT MOKENA. IL ul 03' —•0" CONCRETE - i = .'i I • I ' I - CLEAR i i \/� i j• !� �� It �= 16'_0" C TO C -- ELEVATION VIEW FOUNDATION DESIGN NOTES: 1. Concrete shall have a minimum compressive strength of 3000 PSI at 28 days. 2- Caisson footings designed using a soil bearing force of 150 PSF per foot Lateral. If this soil condition does not exist, it is the Erector's responsibility to have a new base designed for the existing soil conditions by a Licensed Structural Engineer. DESIGN WINDLOAD: Based on the 2006 International Building Code using Exposure C and 90 mph winds. Fm 1 ' ]NES SIGN VeuagelcircDH Ouahly Grade 5quare Fonlagr Face 'f* = *�u+.«F•P' 35 314" TRANSLUCENT W4YL TO MATCH WS 2111 L BUR6UNDY LCALON MD-253 CAR PI #JAL RED TRANS LUCEFIT VVIYIJ t DIGITAL PRINT FQR GREY BAR GRAPHIC 1;" IB 5,r16 43" FAl ?JT MR BE lJ5HED ALUVIWM ADOITESS COPY PAINTED 10 MATCH 3M 22061 DARK GREY SUFPORT POLES 6 CROSS RRACPNG PAINTED NIP BRUSHED ALUYINJM FROM ELEVATION SUle: 114'-1' -O" PAINT TO MATCH 3M 22061 DARK GREY 4 Y l��• al 75198 FVTC / Mitier • Advanced Manufacturing Technology CIT. 4200 Poberemy Road Oshkosh, VA Concept Designer RdF � Date 9A9.10 Sales pave Fischer File tocxu.n Kos >2 - :r Pi D I Construction betailer Date 0 Project Manager Craig Michels Flle Loutfan _ � N.LLaAI ,A�'Ffs* 1'llrry 7c�rr ._,r [c t.� 2- OrNseh 5MlLMw.•gs'151yR �? .Gj' , 1. Revision Notes lATf WAS km - h This prawing Last Updated on: 11RS�t! 10.14.10 t -. — drA, x d axis to gz�L*=U:b{ ed: w3 rot Ge FaPSS2k [ h rook — in Vh awAeLary vmEts. Ye —d U xa 19 "L , j U aas a 6—d b-4'V�a m H. - Yddnw;. e'Jr 4ie foal �[r�d � u. t!e Sq't wH hzf aa'�2 mTJ Craw }�G F 'fAx p1M a'tad��. SWE VIELV MP BRUSHEDALUMINOM TO MATCH ■ PANT 3M 2iO41 DARK GREY ■ 3M 220-12 BLACK OPAQUE VINYL CALON 250(-253 CARDINAL RED TRANSLUCENTVIVI 3 M 3t50.12I INTENSE BLUE TRMALUCE41 VINYL ADOITESS COPY PAINTED 10 MATCH 3M 22061 DARK GREY SUFPORT POLES 6 CROSS RRACPNG PAINTED NIP BRUSHED ALUYINJM FROM ELEVATION SUle: 114'-1' -O" PAINT TO MATCH 3M 22061 DARK GREY 4 Y l��• al 75198 FVTC / Mitier • Advanced Manufacturing Technology CIT. 4200 Poberemy Road Oshkosh, VA Concept Designer RdF � Date 9A9.10 Sales pave Fischer File tocxu.n Kos >2 - :r Pi D I Construction betailer Date 0 Project Manager Craig Michels Flle Loutfan _ � N.LLaAI ,A�'Ffs* 1'llrry 7c�rr ._,r [c t.� 2- OrNseh 5MlLMw.•gs'151yR �? .Gj' , 1. Revision Notes lATf WAS km - h This prawing Last Updated on: 11RS�t! 10.14.10 t -. — drA, x d axis to gz�L*=U:b{ ed: w3 rot Ge FaPSS2k [ h rook — in Vh awAeLary vmEts. Ye —d U xa 19 "L , j U aas a 6—d b-4'V�a m H. - Yddnw;. e'Jr 4ie foal �[r�d � u. t!e Sq't wH hzf aa'�2 mTJ Craw }�G F 'fAx p1M a'tad��. SWE VIELV