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HomeMy WebLinkAbout2008-Building (antenna)n OSHKOSH ON THE WATER Job Address 404 N MAIN ST Designer Category 250 -Satellite Dish/Antennas Plan Type ~ Building Q Sign Q Canopy Q Fence Q Raze Zoning Class of Const: Size Unfinished/Basement Sq. Ft. Finished/Living Sq. Ft. Garage Sq. Ft. Foundation Q Poured Concrete Q Floating Slab Q Concrete Block Q Post No 134093 Create Date 09/16/2008 Contractor UNLICENSED -UNKNOWN Owner FOX RIVER DEVELOPMENT CO LLC Rooms Height Ft. ^ Projection Bedrooms Stories Canopies Baths Signs Q Pier ~ Other Q Treated Wood Occupancy Permit Not Required Occupancy Fee $0.00 Flood Plain Park Dedication # Dwelling Units 0 Use/Nature of Work CITY OF OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD Height Permit # Structures 0 ffice /Install 60' tall antenna on roof of building to replace existing antenna (same height.) * previous permit covered base installation. t. Paul Tower is contractor. HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $17,000.00 Plan Approval $0.00 Permit Fee Paid $130.00 Park Dedication $0.00 Issued By: Date 11/18/2008 Final/O.P. 00/00/0000 ^ Permit Voided Parcelld #0400790000 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. I have read and understand the afore mentioned information. Signature Date Agent/Owner Address 0 - 0000 Telephone Number 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. NOVEMBER 11, 2008 08-418 RESOLUTION (CARRIED 7-0 LOST LAID OVER WITHDRAWN ) PURPOSE: APPROVAL OF CONDITIONAL USE PERMIT FOR A ROOF MOUNTED TELECOMMUNICATION TOWER AND ANTENNA / 404 NORTH MAIN STREET INITIATED BY: WBAY TV, PETITIONER PLAN COMMISSION RECOMMENDATION: Found to be consistent with Section 30-11(D) and approved BE IT RESOLVED by the Common Council of the City of Oshkosh that a conditional use permit is hereby granted under Section 30-11 of the Oshkosh Zoning Ordinance to replace an existing 60 ft. telecommunication tower and antenna on the roof at 404 North Main Street, per the attached. L CITY OF OSHKOSH -DEPT. OF COMMUNITY DEVELOPMENT SITE PLAN REVIEW -ZONING Location of Property: 404 N. Main Street Date Recd: 11/21/08 Applicant Name: Kelly Schmitz, Wireless Planning Phone: 920-982-3286 Fax: N/A Applicant Address: 2310 Mills Street City: New London State: WI Zip: 54961 Owner: Fox River Development Co. LLC Parcel Number(s): 04-0079-0000 Zoning: C-3 DO Type of Construction: New 60' tall telecommunications tower for WBAY TV Compliance Checklist i3se ~~ Le~Prrea ~~ Comments/Conditions I4eight Fr-e~l~aslE Rear~etbask icsi~Qi s~r~cr NOTE: CUP granted on 1 I/11/08 (see Resolution 08-418). NOTE: Proposed tower is 60'; replacing an existing 60' tall rooftop tower. Review Fee: 100.00 ***THIS REVIEW IS FOR ZONING PURPOSES ONLYAND IS NOTA PERMIT*** ***CONTACT INSPECTION SERVICES (920-236-5050) PRIOR TO PERMIT ISSUANCE TO DETERMINE IF MORE INFORMATION IS NEEDED Approved ^ Approved w/Conditions ^ Denied ^ Hold Reviewed by: Todd Muehrer Review Date: 11%28/08 Please contact the Zoning Administrator at 920.236.5059 if you have any questions. 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 a~ 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. COPY: Planning Engineering ~~~~ t F ^~~nc~ ~ Toe Todd .. ~_ l~3 ,. Flom Kelly Schmitt J Dates November 20, 2008 __ Ree WBAY site plan review Todd, Enclosed is (2) two copies of the site plan review form and (3) three sets of drawings and the site plan review fee for the WBAY telecommunications site located at 404 North Main St. Please contact me if you have any questions. Thanks, Kelly 920-982-3286 1 NOVEMBER 11, 2008 08-418 RESOLUTION (CARRIED 7-0 LOST LAID OVER WITHDRAWN-) PURPOSE: APPROVAL OF CONDITIONAL USE PERMIT FOR A ROOF MOUNTED TELECOMMUNICATION TOWER AND ANTENNA / 404 NORTH MAIN STREET INITIATED BY: WBAY TV, PETITIONER PLAN COMMISSION RECOMMENDATION: Found to be consistent with Section 30-11(D) and approved BE IT RESOLVED by the Common Council of the City of Oshkosh that a conditional use permit is hereby granted under Section 30-11 of the Oshkosh Zoning Ordinance to replace an existing 60 ft. telecommunication tower and antenna on the roof at 404 North Main Street, per the attached. ' ~~ a,xr warty TO: Honorable Mayor and Members of the Common Council FROM: Jackson ' ney ~'' Director f 'ty Development DATE: November 6, 2008 RE: Approval of Conditional Use Permit for a Roof M,Qunted Telecommunication Tower and Antenna at 404 North Main Street (Plan Commission Recommends Approval) BACKGROUND The 0.26-acre property is located at the northeast corner of North Main Street, and Washington Avenue and is developed with an eight story office building known as the National Bank building. There is currently an existing 60 foot tall guyed tower mounted to the roof that will soon be unable to support newly required FCC equipment and the existing antennas. Therefore the tower must be rep~aced with a tower that has greater strength and load capacity. ANALYSIS WBAY is requesting to replace the existing tower due to a recent FCC mandated program which requires movement of the. antenna on the existing tower as well as the addition of a new. antenna system. The existing tower is not capable of supporting the existing antennas and new system and must therefore be replaced. The existing rooftop tower is a 60 foot talU18 inch faced tower guyed to the buildings roof and penthouses with four cables. The proposed new tower will also be 60 foot tall but will have a three foot face and is self supported/free standing and will not require guy wires. The impact of the tower replacement will be negligible as the proposed tower will be no taller than the existing tower and will be setback further from the roof edge. FISCAL IlVIPACT None anticipated. RECOMMENDATION The Plan Commission approved of this request ax its Novembex 4, 2008 meeting. Approved, _ City anager Site Plan Review and Landscape Plan Checklists QUESTIONS ON REGULATIONS: CITY OF OSHKOSH DEPT. OF COMMUNITY DEVELOPMENT PLANNING SERVICES DIVISION OFFICE HOURS: 8 AM - 4:30 PM PHONE: (920) 236-5059 Website: www.ci.oshkosh.wi.us/Community Development/Planning htm The Site/Development Plan and Landscape Plan checklists have been developed to assist applicants in preparing their projects for submission to the City for review. The checklists should be used when requesting site and development plan approvals or landscaping reviews. The detailed information requested is necessary to help ensure compliance with the City's Zoning Ordinance prior to site preparation and development. Complete submissions will help to ensure prompt review and approval as early as possible. ._._ -ne- ar~. __~_. _._. , Required Submittals _ _ ; ~ _ Applicants are required to submit the following: P ~ • Site/Development Plan (two copies) _ • Landscape Plan (two copies) _ YT _ _~' The site/development plan for the affected property(ies) is to show the existing and proposed conditions of the lot, including topography, vegetation, drainage, floodplains, wetlands, and waterways; landscaping and open spaces; walkways; means of ingress and egress; vehicle circulation, truck turning and maneuvering areas; utility services; structures and buildings; signage; exterior lighting; berms; buffers; screening devices and surrounding development. The building elevations should depict construction materials, colors, mechanical equipment location, and other architectural treatments. The scale of the site plan should be no greater than one inch equals sixty feet (1:60). Planning Services Division staff may require additional information. The landscape plan is to show all existing trees and mature vegetation that will be kept and material that will be removed in addition to proposed planting for the site. The plan is to include a list of all plant material to be installed, the planting condition, size of plants at planting and mulch treatment. For further information, please reference the City's Zoning Ordinance for landscaping requirements. The following checklists should be used in determining the completeness of your application and submitted along with your application materials. All boxes should be checked at application submittal indicating the information has been addressed. If an item from the list is not applicable or is unknown at the time of application please identify with an N/A next to the item. Incomplete information may lead to delays in approval or denial of proposed projects. Petitione J;+M V~f~,1'~1VV10,Y1N1 Qp ~pl~ WD~tY Owner ~~~ Location/Address of Project ~~~ ~~~ ~1~~ S\ Type of Use (if multiple uses, list): ~ eJ-e.CDtv~rvl U,rUC~A.~IUV1S Si~~ ©Y1 VD!)F~ Size of new structure or addition in gross square feet: h~ ~~ 1~2~~C4YYIe1'l~` Total occupancy/building capacity: - Building height measured from grade to highest point in feet: Number of floors/stories: ~_ S~~v\ (7t~1(.t, i~t,U ~ ~,~1G'~ - {,`~, Project Site coverage: Building sq.ft. Paving sq.ft. Landscaping sq.ft. Other sq.ft. Exterior building materials: Total number of off-street parking spaces required:, Total number of off-street parking spaces provided: Number of Employees (total) - Employees per Shift Number of seats or seating spaces (church, restaurant, theatre, etc.): Number of visitors/customers on site at busiest time (estimate) Other Occupants (specify): Site/Development Plan. A complete site plan shall include the following items: Two sets of full size (24" x 36" or 18" x 24") scaled and dimensioned prints of site plan and building elevations Two sets of reduced (8 ''/z" x 11 to 11" x 17") building elevations and site plan Title block that provides all contact information for the petitioner and/or owner, if different Full name and contact information of petitioner's engineers/surveyors/ architects, or other design professionals used in the plan preparation Date of the original plan and all revisions A north arrow and graphic scale. Said scale is not to be smaller than one inch equals sixty feet (1:60) unless otherwise approved by the Community Development Director or designee prior to submittal All property lines and existing and proposed right-of--way lines with dimensions clearly labeled All required building setback and offset lines Location, dimensions, and purpose of all existing and proposed easements including official mapping Existing topography with contours at one foot intervals ^ Location and description of any floodplains, wetlands, or other environmentally sensitive areas impacting the site ^ All existing and proposed buildings, structures, and paved areas, including building entrances, walkways, drives, decks, patios, fences, walls ^ Location of all outdoor storage and refuse disposal areas and the design and materials used for construction ^ Location and dimensions of all on-site parking (and off-site parking provisions if they are to be employed), including a summary of the number of parking stalls provided per the requirements of Section 30-36 City of Oshkosh Zoning Ordinance ^ Location and dimension of all loading and service areas on the subject property Location, type, height, size, lighting, and total area of all existing and proposed signage, including elevations drawings for ground and wall signs ^ Location, height, design, illumination power and orientation of all exterior lighting on the property including a photometrics plan and details of proposed exterior lighting fixtures ^ Proposed topography denoting elevations and natural drainage after construction and any proposed stormwater retention/detention areas ^ Location of all exterior mechanical equipment and utilities and elevations of proposed screening devices where applicable (i.e. where mechanical equipment is visible from a public street or residential use or district). Mechanical equipment includes, but is not limited to; HVAC equipment, WPS electrical transformers/boxes, and panels, exhaust flues, plumbing vents, gas regulators, generators. Landscape Plan. Applicant shall submit two full size and scaleable landscape plans containing the following information: Two full size (24" x 36") scaled and dimensioned prints of site plan Full name and contact information of petitioner's architects/landscape designer, or other design professionals used in the plan preparation Date of the original plan and all revisions Location and dimensions of all existing and proposed structures, parking lots, driveways, roads, underground utilities, right-of--way, sidewalks, ground signs, refuse disposal areas, fences, free- standing electrical equipment and other utility boxes, and other free-standing structural features as determined necessary by the Zoning Administrator ^ Location and contours of all existing and proposed berms with one (1) foot contours including a cross section detail ^ Existing and proposed topography at 1 foot contours Calculations of developed area and parking lot perimeter used to determine the required number of trees and shrubs (see department brochure to calculate developed area and parking lot perimeter) ^ The location, size, type and name (common and botanical) of all existing plant materials on the site and designation of all trees and shrubs to be preserved and/or removed ^ The location, size at planting, type, and name (common and botanical) of all proposed plant material. All plants must be drawn at the size they will achieve at maturity Planting bed details including mulch type and depth Indicate areas of required landscape screening and the purposes for which the screening is being installed (i.e. refuse disposal areas and mechanical equipment screens) ^ Elevations, cross-sections and other details as determined necessary by the Zoning Administrator I CERTIFY THE ABOVE INFORMATION IS COMPLETE. ANY MISSING DATE: , INFORMATION MAY DELA PLAN PPROVAL. Please si n below i' ( ~~ ~~ PETITIONER SIGNATURE: '` PROJECT ADDRESS: ~,v`--~ yoy N I ~ t~ 0 i l i i r;;; i- i; (7) EQ. SPA. AT - _._... - _.___ _- I _ ~ / ~ ~ ~ ~ H O ~ Q w Q w O ~ -}-I ~ m m ~ o~ i O O ~ 0 -o 0 ~ 0 -o 0 -o ~ O O N ~ 1- ~ ~ H H O H X W X w (n H X ~J ~ X W EXIS . ROOF G RDER NOTE: r\/T(`T nTl nr A l In I nr r11n A nrn L/\1J 1. JILL UL/IIYIJ nl\L LIY VlIJLU IN CONC. DO NOT REM. CONC, N EXIST. ROOF FRAMING PLAN SCALE: 1/4"=1'-0" (7) EQ. SPA. AT 21_5,1+=17,_~II+ I~ , ,.,., ,.... 2 C4x5. 2 C4x5, 4 S501 TYP. ~ ~ ~ ~ H O ~ Q Q O ~ I v_ m w m ~ ~ °~ O O ~ 0 ~ 0 ~ 0 -o 0 ~ ~ O O N ~ ~ ~ ~ r n~rn Vl H X H X III"nn' V/ F-i X ~J ~ W W H x W 2 S 01 TYP. EXIS , ROOF G RDER '„ 1 S501 ~ ~• ~ __ TYP. NOTE: rnn nT11 rAInT n11n I AI'11111 I VI\ V1IYI LIYJl VIYJ VIIV (lVU L. INFO. (SEE SHT S102) MODIFIED ROOF FRAMING PLAN N SCALE: t/4"=1'-0" ,w, ~ t T F 5 U IH w T ;~ 9_ ~~ a ~t U7 N !n Q w~ ~g s Q; Z ; Z tii ~ 'O - ~ N - ~ a ~ o a G Q ~ ~ } m ~, Q z m ~ W r` ~ ~ ~ ~ ~ ~ ~ > ~ ~ o W W~ H H a a o a 3 z 3 ~E Q tt > w o . q 1 3 M r U Z -. z N UZ~ i I A N ~I Y' I ~ ~ ?F -pp N b ~ i F mY ~ g ; ~ ~, a ~ i U m~~ 4~ - ~ W w m ., ~ s ,~ N ~ tl V ~ J > 0£ Y OY~ ~i€ Iw ~.. O z F ~ ~ u ~ ~ `r. ! U W V .. n w (~ N~ 5 a Z V Z w~ 1 J GENERAL NOTES: DESIGN CODE: WISCONSIN ENROLLED COMMERCIAL BUILDING CODES MATERIALS FOR CONSTRUCTION: STRUCTURAL STEEL STRUCTURAL STEEL SHAPES ASTM A992 BASE PLATES, CONN. PLATES and ANGLES ASTM A36 ROUND PIPE ASTM A53, TYPE E, GRADE B STEEL TUBING ASTM 500, GRADE B BOLTS FOR CONNECTIONS ASTM A325-N (U.N.O,) WELDING ELECTRODES E70XX i- i i. TOWER LOADS: a o5k NOTE: AXIAL BASE SHEAR a.7ok EXIST. ROOFING and INSUL. SHALL BE O.T. MOMENT 167 k-ft CUT and PATCHED TO MATCH and BE TORSION 1.80 k-ft COMPATIBLE W/ EXIST. ROOFING SYSTEM f1 17' O"+ ~~ -FI N I i~ EXIST. S12X31,8 ~ ~ ~ ~ ~ ~ ~ ~ I X W W W X W J \ EXI T. S12x 31,8 3 3 8"± 3 3 8"± (3) EQ. SPA. AT 4,_7,~+ 6,_U„+ EXIST. PLATFORM FRAMING PLAN SCALE: 1/4"=1'-0" 1' ~» 4 3 17' C"+ 13' ~» 3,_~„ MODIFIED PLATFORM FRAMING PLAN N SCALE: 1/4"=P-0" 1 ~R ~ N ~ ~ ~ ~ r = Ng. ~ ~ I a ~ ..~ w 3 w Z 3Z J ~g ',O - ~ 3 ~ ~ o '~ N 3Q 7~ > Q jd } m w Q Z g ~~`°w ~o~r~~ j~ ~ > ~ ~ a~ .~ w w ~- ~ Q a o a~ Q z 3 ~~ fi Q ~ w _~ o ~ ~~~,,. ~ j I m U ~Z ZEN ~~//~~ ~} h - I ~ ~ N ~ k I Y ~ t ~~ ~ i ql ~ ~~ g } x ~~. : Q..~ ~~ U m ~S `g4 O Z e ~ 8 a o; . w o ~ 's "s I ~ ~ ~ 4 ~i ~ A 77 , i z ~= FoW ~" ~ ~ ~ v~o.. ~ I __ ~~ W U ~ ~ Z ~' l~ a Z a w~ :, ~ 1 ~. : ;, a i } ~ J NOTE: EXIST. ROOFING and INSUL. NOT SHOWN FOR CLARITY o '~ w `-' HI ~ I..L W 6" 3'-7" W BEAM (SEE PLAN) W/ (2) STIFF PL. 3/8" ((1) EA. SIDE OF WEB (CTR'd. ON POST)) ~c~ w~~n i ~ cn i -~r rr~ (2) 13/16" DIA. HOLES " 13" GA. 21 ( ) 1 S501 SCALE: 3/4"=1'-0" HSS1 1/2x1 1/2x1/4x1'-~" ~, >, ,- „ 3/16 W/ (END PL. 1/4 x4 x~ 4) TYP. 3/16 » 4 PIPE 1 1/4 STD. W/ TOP pnd BOT. CLOSURE PL. 1/4"x13/16" LD.x2" O.D. and BASE PL 1/4"x2 1/2" LD.x6" O.D. W/ (4) 1/4" DIA, TAPCON SCREWS ~~~ o ~ W ~' H w (2) PL. 1/4"x6"xD'-8" (LSH) (CTR'd. ON (2) MC6) W/ (2) 1/4" DIA, TAPCON SCREWS (AS SHOWN) 1 1 /2" (2) C4x5.4x3'-4" (1 1/4" B-T-B) 3~4 S.S. THRD ROD 3/4" DIA. W/ DBL. NUT (AS SHOWN) W BEAM (SEE PLAN) W/ (2) STIFF PL. 3/8" ((1) EA. SIDE OF WEB (CTR'd. ^"' r"T`'T `'' ~" WELDING NOTE: SEAL WELD ALL EDGES N r PIPE 8" STD POST W BASE PL '- TYP. / » 3/16 fYP, 1 1/4 x9 x1-4 W/ (4) 13/16 -~ DIA. HOLES (6"x1'-1" PTTN,) ( I ~ 3 16 ~~ I 1 / 1 1/2 GROl1T (MIN,) , I I I I I I I I » 12 _~ _ 0.40 ® ~ ROOF SLOPE EXIST. CONC. STRUCT. EXIST. GIRDER (2) 3/4" DIA. THRD. ROD W/ (3) 3/4" NUTS ((1) TOP and (2) BOT (AS SHOWN)) (3~4 S.S.) 2 5501 SCALE; 314"=1'-0" ~ W BEAM (SEE PLAN) i EXIST. ROOFING EXIST, S6 W BEAM (~ INSERT BT EXIST. S E EXIST, S1 ~ _ (2) PL. 1/4"x6 1/2"xO'-6 1/2" ~ ((1) TOP and (1) BOT (2) MC6) 3/16 4 S501 SCALE: 314"=1'~0" 5 S501 SCALE:3l4"=1'-0" TYP. TYP. EXIST, S1C REAP EXIST. ROOFING EXIST, CONC, S~ EXIST, GIRDER EXIST. CONC. EP~~n~~~~~~~~ 3 S501 SCALE: 314"=1'-0" (SEE PLAN) TYP, G EXIST. S6 3/16 TYP. EXIST. S6 3/16 IYP. W BEAM (SEE PLAN) (COPE TOP an BOT, FLNG. TO FIT BTWN. EXIST. S6 - TYP. G 6 S501 SCALE: 314"=1'-0" ~,~~ ~w.~n .w~. T 5 v .., F-- w rn ~, 3 o n _ ~ ~ N Q W .. z fZ -W-~ l~ ;~ - u 3 ~ ~ a o ~ N ~ ~ Q Qom °CQz ~C°w O ~ ct ~ ~ ~ ~ g o a Q Z ## 3 Q> O n . ~ M U Z Z =Z~ ~u Y ~P€ ~s g }A~~ U ~ mks - `e 2~ ¢, ~ 1V^1 w e ~ s' s _ I ~ ry £ tl ~N,~, y ~j > L/ .l r -0 ~ i S .g' ~w = ~ _ ~o m d UW~., w Zya G~ z~ w 1 i J PL 1 1 /2"xl ~ 1 /2" DIA. W/ (4) 3/4" DRILLED and TAPPED HOLES FOR (4) 3/4" DIA. HIGH STRENGTH BOLTS (6 1/2" DIA,. BOLT CIRCLE) (2) STIFF. PL. ((1) EA. SIDE EXIST. S12X31.~ 5502 SCALE: 1112"=1'-0" rYP. PL 1 1/2"x1~ 1/2" DIA. W/ (4) 3/4" DRILLED and TAPPED HOLES FOR (4) 3/4" DIA. HIGH ' STRENGTH BOLTS (6 1/2" DIA. BOLT CIRCLE) rYP. 3/16 (3) SIDES TYP. 3/16 (2) STIFF. PL. 1/4" ((1) EA. SIDE OF WEB) W BEAM (SEE PLAN) - f YP. 2 S502 SCALE: 1112"=1'-D" i/a f YP, fYP. SCALE: 3l4"=1'•0" (3'•0"BASE SPREAD) 3 o r x ~ ~ N w wZ Z ~ ~ o _ ~ a _~_ ~ ;,~ N `~ ~ } ;Q ~ m ''',OC } Z rLLJ m W j.> > LLJ o Q ~ ~ ~ ~ .'!~ ,,~ o w w ~ ~ as a J C7 Z 3 # o~c w a ~ M ;U Z_ =<AN "UZ~ `.~ " ~ ~ ~N~ °' s ~ x Q•~F ~~ U mss - t 0 Zee+s g ~/y W m~ ~ 8 `~! ~~~ n" (7 i > ~ c , ~` ii F ~ w =_ ~" ~ ~ UWUZ W ~ o a Z Z W~ 1 ~ J Au oiwo~sro-~s sKx.uo~ nnr.~s ,wo ~ sr uazwcFS FRSCIIVNS t 1~1b~ ANIXFS t 1/2 acc. oEa~ ~ .o,a~ OIQbWCE3 Do Noi APPLY m ~w Saba communlcaklanr C°r'°"tmn" NCHOR $OL'P LAYaUT t3'-a BASE sPRRAD) co Infomioban con~med ro~q the sole probe of Sabra Communications GG n aonstitutes o trade secret ~ os deCned by bwa Cade Ch, 550 and R~~ x_05-0 2 D~~ DRAI-U~TC No. REv shat -at De iepreduced, copied or used m whole or,in part. for any purpose DA1a to/~s o~ ~ 9029476 0 pth oacw~ wholboeYer nthoul prtor written cwiserri of Sabre Communicatrons CarporaGon, DRAIno iar e~m~ nr NPt3 Baru ~~ -~___ pA~~ : ~~ m1r~ D>is~N tA~» 1~ ~ ~ ~ ~'~ ~' ff) 97,7 / ~~''' ( YAL AiiAttlBi$~~ Frr.) 5a9 ~ ~ ~ ~ ~ ~ ~ g ~ ~' ~ $ ' ~ ~ ~ ~ ~ ~ ~ § + ~ ~ ~ ~ ~, ~ ~ ~ ~ ~ ~ tl ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ a ~ W ~ M ~ ~ v 0 ~ ~ ~ °x ~ x r ~ q ~ a Z a Z ~ r ~ ~ ~ W itl d ~ v v ~' g a ol. A < m < ~ 0." s v r ~` ~ ~ ~f ~ ~ z ~ ea' t1EV, 4d ELEY ~ a~1r 7 ~ ~~CSDIOC7D {3 REQ'O) ~~ BOLT ASSY 5/8 X 21/2 A325 040026025 (12 REQTI) EEEVATlON VIEN _S SPREAD j,~r'~j~1STAf~ATtON (AT TOPI ANaIOR BaT o;;iENUnaN {TO CENTER aF TOWER) r SPREAD A w. oeitr~ows wauoc ~w ~ 1r rq,rs LERAtiGES: FR#LT10MS f I/16" ,ways f 1/2 mac, owa+rran ~ ~~ ' ANCHOR EIaT lE>IIPLATES ARE TO BE ip DISTA11fD AT TOP rr BOITOM DURENG ~ PUC9iENT OF CONCRETE, REMOVE TOP C EIEV ~vA~nN - 3' SPNfAp v~- TEMPLATE AFTER ootrcRElE CURES GRADE 4) 3/4'1 X 3'-3` A449 CONCRETE FOUNDA ANCHOR BATS (PER LEG) (SHOWN il?ICAL) ON A 61/2' B..0. 9EC't'H)N A-A ANCHOR BOLT I?Bf`AIL ANCIiOR BOLT Tf11PLATE PART N0. 8 (Qty) 030139003 (6) ANCHOR BOLT PART N0. ~ {Qty) C40D4TODB (12) i4T14 GltVtl~ T01a& TOT~B1' - tE95 ibL (DOES NOi INCLUDE ANCHOR BOLTS, TEMPLATES, S1FP BATS, ANO LEG CAP MATERIAL) GENERAL NOTES t TOWER DESX;~1S ARE IN ACOORDANCE WITH ANSI/1lA/E]A~222-F-1498. 2, OE9GN ASSUMES A DEAD Wt]GHT OF 10D Ibw (HO ICE) AND 150 Ibe, (WITH 1/2" RADIAL ICE) APPIIm AT THE TOP GF TftE TOWER. d THE EPA VALUES ARE CORRECT FOR SYMMETRICALLY LOADED INSTANCES NHERE TORQItE l5 NOT PRE5ENT (5UdI A5 ONE TGP MOUNTED ANTENNA AT 1HE CENTER OF THE TONER, OR 1FIREE LEG MOUNTr~ PANEL ANTENNAS SYMMETRICALLY MOUNTED AROtR~10 THE TOWERj. SHOUID TORQUE BE PRESENT, THE ALLOWABLE EPA VALUE SHOWN ttal BE REDUCED. ~ ANS1/11A/AM222-F-1996 RECOMMEN051HAT OESICNS 8E EYkUATEO BY A REg51ERED PRCFESSIONN. ENpII~R FOR EACH SPECIFIC APPUCAiION. 5. DERGN ASSURES (3)1/E' t1NES PER FACE (4 TOTkJ. 6,. ALL ANTENNA INSTALLATIONS MUST BE GROUNDED IN ACCORDANCE WITH LOCAL AND NAnCNAL CODES, 7.. TOWER IS OE510NED FOR STEP BOLTS ON ONE LEG FROM 0'-60', STEP BOLT PART N0. 040044002 (5I REQ'D) & FOR FOUNDATXIN DETAILS SfE SABRE SITE 90LUTi0NS CATALOG. 4. FOR TOYIEN BASE INSTALLATION CROUING DiFORYAtION SEE DRAWDIG 900537. Sabre s0 FT. MODEL S3TL SERIES vL comrtwnloatknr `°"°""°"" SELF-SUPPORTkNG TOWER ~o~~ 9O bdPH WIND SPEED Infarmatiort con am Bran ~s fhe sole property of Sabre Communications Corpora on, constitutes a trade secret SIZE DRAT4IITG x0. R$P as defined by lawn Code Ch, 550 and ~l I~t be reproduced, pied or ~~ D.as e~/~ $ CO5101205 4 in whole or in part far any purpose whatsoever without prior written oonsant DR1T0T 8T IK SCALE PAGE of Sabre Communicofions Corporation. c~xtm >3Y ur. uM,. , nc,