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HomeMy WebLinkAbout0114046-Building (equipment shelter) No114046 CITY OF OSHKOSH OSHKOSHBUILDING PERMIT - APPLICATION AND RECORD ON THE WATER MADDAM AERIALS CORP Job Address3475 COUNTY RD AOwnerCreate Date05/12/2005 DesignerContractorUNLICENSED - UNKNOWN Category209 - New IndustrialPlan TypeBuildingSignCanopyFenceRaze ZoningClass of Const:Size Sq. Ft.Projection Unfinished/Basement0Rooms0Height0Ft. Finished/Living 0Sq. Ft.Bedrooms0StoriesCanopies0 Garage0Sq. Ft.Baths0Signs0 Poured ConcreteFloating SlabPierOther Foundation Concrete BlockPostTreated Wood Occupancy PermitNot RequiredFlood PlainNoHeight PermitNot Required Park DedicationNot Required# Dwelling Units0# Structures0 IND/ Cell Tower co-locate new 12' x 30' equipment shelter & enclosure as per plans. NOTE: ANY ADDITIONAL ANTENNA OR CABLE Use/Nature CHANGES ON THIS TOWER REQUIRE ADDITIONAL ENGINEERING TO BE SUBMITTED FOR REVIEW of Work HVAC ContractorPlumbing Contractor Electric Contractor Fees: Valuation$20,000.00Plan Approval$0.00Permit Fee Paid$124.00Park Dedication$0.00 05/13/200500/00/0000 Issued By:DateFinal/O.P. Permit Voided Parcel Id #1519607100 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. SignatureDate Agent/Owner 00000 Address-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. N1/4 CCRNER SECTION 1 I r ~ I a m T,18N., R.76E N N I i I (S89'-47'-23'E) I I I NBB`-41'-16'E I I I I I I f I 6' 1 I\ I W Z W Q W J Q Z ~ 3 \ ~ rn (~ o' I J Q I ( ~- ~ ~ I J 3 W '! N o M a o I I N ~ ( o n ~ I I i \ o o ~ I _ I ~_ ( I ~ I X ( O i I I i i I I I I I I I I I ( I I i I Li CENTER OF sl*cnoN 1 L18N., R.16E. 864.63' w ; ~ ~ N p i I ~~ N ~ I, N p 0 0 ~~ f- Z woo ~ O 2 rn 000 '~ \ 11"x17" SHEET SCALE: 1" _ 80' o O o o° ~w) 22'x34' SHEET SCALE: 1" 40' ~ W I _ .f O SCALE: 1" = 40' z a.. 1 ~e warn 1 O ~ W \ z ~~ 0 40 80 ~Q~ O~ ~ o ~ ~NZ II I O z z ., I ~' aZ~ I WO~ J m~N , m ~ ~ X00 I SB9'-47'-23"E ( ) 407.94' NBB'-41'-16"E SOUTH LINE NORTH 11 FEET OF SWI/4, NE1/4 I .---~ / %. I j to / ~ W~ I / 3 I {'. / , ,.. -_ , ..-...._._. _ i _. ~ _ 1' v u ;: ;. ~. ' (/,-- ~ 765 ', I .£~ B ,E R ,, .~ f - / , ~,,. „ ~ 1:'~~. I _._ .. 1.767. I.i 1 /~. ~~ ~~~ I w ~ z ~~' ._. ~ X 757:1 r ~ ,\~v, - .'~/ C/L 12' WIDE i\;~- ._,i'~ 'Q~% INGRESS/EGRESS 1~- ,'~, i ~ ~;`-~---~---_ ~~ / / EASEMENT - j 1N88'-15_-OTE 78.20_' S49'-36'-4YE 755.9 i - T 26.39' I ' ~I r 756.5 _ r:_. -'1 ~- =r. ;~ yl 585' ~\ ~ ..~1-:. -1~7y.~i`E - -- - lw - :=o~-=-'. :'.'^- :'84.59'- "o: - - - GUY WIRE TYPICAL _ -.-. _.- - -''757a 1 1 \ i..>.ti.;.. ~h.N~ '~o >:... Q• + 7 7: `ale': "-i-'~ . ......1 1 ~~ ~':^ i _ I 589'-02 -53 E 224.85' dd-~- "- r.- ~~ ` - - - ~ 175.7fi I :~,L;60'~L ;' N88'-15'j07'E -- - --1-E - E -- -E ~'. tl~!' ~ C/L B' WIDE o p7\~;~\~J6, .31,E \ UTIllTY EASEMENT I ~, I 7~ 7p~~ X \i x \ I .. 755.3 756.6 \ p `' S o G F I ,I o \ I ~d I eEaM ~ m '`. ~ o ~\ I ~ N ~"\ ~\ ~~ w ~A ~ ~ H J\ I n ~v \ I ~ \ I~ \ I I' ~ I II 0 0 ~•-~ ~ I n° NORTH LINE SOUTH 900 FEET OF SWi/4, NE1/4 ~' 588'-53'-23'W 424.73' (N89'-35'-16'W) 3 BENCHMARK INFORMATION: SITE BENCHMARK: (BM A) RAILROAD SPIKE FOUND IN WEST FACE aF POWER POLE p30-AA-44 10.8' ABOVE GROUND LEVEL ELEVATION = 757.01' sURVE1DR'S CERTiTCA'I[ t, Mlhony P. LWloff, Wixondn Reghtered Lord Surveyxx of Aero-Metric Incorporated, certify that 1 hove eurveyed the above property and that the mop shown fo the left b a We and accurote represenlotion thereof to the beetof my knowledge and bdleL ALSO I, Mlhony P, Luiloff, bare by certify that upon review of the F41A map, pond No. 55t39c0225E, and the Wiscandn DNR weUanda inventory map of on 1Ge n the Winnebago County Lund Records Office, that the Leoee Pored and the easement thereiio ae not within lM canines of a Rood plan ae defined by FEMA nor a we0and w defned by 81e Nlecrosln IXJtt. Doted this day a} , 2005. wiSI:UNS7N REGISTERED LAND SURVEYOR Mlhony P. LuRoff, 5-1655 NOTE: CRICKET LEASE AND ACCESS EASEMENT SHOWN PER BEST AVAILABLE EVIDENCE; DOCUMENT IN TITLE REPORT IS LEGIBLE IMPAIRED DETAIL SCALE: 11"x17' SHEET SCALE: 1" = 40' 22"x34" SHEET SCALE: 1" = 20' ` _ _DIRT PILE i 15'x20' CRICKET N~'k4'-53'W -'--'--~ LEASE PARCEL s.oa ~~ --- '-~- ---~0--__-~ 0' GRASS SCR' 10.00' p~10.00' i _~~ of - 71u1Y. CK -- -'-_"-'--""- --' 20.00' - '_~_I ...L.,r.- _T - `.. ~. --~. o NBB'-75'-07'E g < ~ - 3c-. 6 o S S d wu ~~ ~ ~~ .*q ; -~ CRICKET 12'~VdflE~- + G R A a x CONCRETE < ~~ ~ µ ~.~ ~~ ACCESS EASEMENT :: ~ ~- LEASE PARCEL $ oo - i a 800 SQ. F1. n v I rdi I -'~ _ _ '.~= -'i 586,-15,_07.W ~ .DO_. _' ~ \ .. 9 0 ~ o Nfl8' 15--DZ"E ~~~` p z 20.06' ~. \ . ' ~ 1 .: .. --~-----0 _-, .GRAVE.L ..~~~. ~~~ 1 0' 16 D6Q p. 4' ~~ 1 ~'~~c-^- - - - 4~3 ~~ic \ ~ ...E-.__E.---E 3) ~ ~o \ ~~ ~~'c ~~ ~ 5 GRASS \ Top of Antenna 'A' = 1097.7' Top of Animna 'B' = 1095.1' Top of Antenna "C" =1087.1' Top of Antenna 'D' =1084.5' -'A'.B~ " Top of Antenna "E" = 1083.7' ~C^p:E. Top of Lightning Rod = 1DHL4' Top of Light = 106D.2' -Top of Tower Steel = 1078.0' lop of Antenna 'H' = 1D66.8' Bottom of Antenna `H' = 1059.0' Top of Antenno 'I' = 1050,Y - Top o} Antenna 'F' =1047.5 Bottom of Antenna 'I' = 1041.7' - Bottom of Antenna 'F' = 1026.7' Top of Antenna "G' = 999.9' Bottom of Antenna "G' = 9942' e o' Q •- U X753.4 l A J art o p t the Southwest Quarter (SWi/4) of the Northeast Quarter (NE1/4) of Section Ont (1), C/L of Dish = 968 Township Eighteen (18) North, Range Sixteen (16) East, City of Oshkosh, Winnebago County, 0' . Wisconsin containing BDO square felt (0.018 acres} of Iond and being described by. _~ -~ C/L of Antenna Commencing at the North Quarter Comer of said Section 1; thence 501'-34`-OS'E 1329.46 itel = 881.8' alon the West li f th NE1 4 ' ' ' g ne o e / of said Section 1; thence N88 -41 -16 E along the South lint of the North 11 feet of the SW1/4 of said NE1/4, 864.63 reef io the East fine of the Fax Rlva Valley ~ C/L of Antenno Railroad; thence S00'-57'-07"W 208.80 feet along said Easl line; thence S69=02'-53`E 224.85 feet = 663.1' the oint of b i i th NO ' ' " ' ' " p eg nn ng; ence t -44 -53 W 40,00 feet; thence N88 -15 -07 E 2D.00 feet; thtnce S01'-44'-53'E 40.00 feet; thence SBS'-15'-07'W 20.00 Teti to the point of beginning; being sub)tci to any and all easements and restrictions of record. Top of Antenna = 826.5' 12 FOOT WIDE INGRESS/EGRESS EASEMENT A 12 foot wide Ingress/Egress Easement being a port of the Soulhwtst Quarter (SW1/4) 01 the Northeast Quarter (NEi/4) of Section One (1), Township Eighteen (18) North, Range Sxteen (16} East, City of Oshkosh, Winnebago County, Wisconsin containing 2,343 square feet (0.054 acres) of Iond and being 6 feet each side of and para0el to a line described by. Commencing of the North Quarter Comer of said Section i; thence SOt'-34"-OS`E 1329.46 fret along the Wesi line of the NEi/4 of said Section 1; thence NB8'-41'-16"E along the South Gne of the North 11 feet of the SW1/4 of said NE1/4, 864.63 feet to the East line of the Fox River Volley Railroad; thence 500'-57'-07'W 208.80 fret along said Easi line; thence SB9'-02'-53"E 224.85 fret; thence N01'-44'-53"W 40.00 feet; thence N88'-15'-07"E 1D.00 feet to the point of beginning; thence " ' NOl'-44 -53 W 6,00 feet; thence NBB'-15-OJ'E 78.20 feet; thence 549'-36'-47"E 26,39 feat; thence ' TYPICAL TOWER ELEVAT1dN 585'-17 -41"E 84.69 feet to the West right-ol-way line of C,T.H, "A` and the point of termination. Th id t li l NOT TO ANY SCALE e s e o nes of said eosemmt ore to be shortened or lengthened to terminate of the Wesl lint of soil CTH 'A'. 8 F00T WIDE UTILITY EASEMENT An B foot wide Utility Easemrnl bring o port of the Southwest quarter (SWI/4) of the Northeast quarter (NEi/4) of Section One (1), Township Eighteen (18) North, Range Sixteen (16) East, City of Oshkosh, Winnebago County, Wisconsin containing 1,470 square feet (0,034 acres) of land and being 4 feet each side of and parallel to a Gne described by. Commencing of the North Quarter Comer of said Section 1; thence 501'-34'-D5'E 1329.46 feet along the West line of the NE1/4 of said Section 1; thence N88'-41'-16'E along Iht South line o1 the North 11 teet of the SW1/4 of said NEi/4, 864.63 feet to the Eost Gne of the Fox River Vality Roilrood; thence S00'-57'-07'W 208.BD fret along said East line; thence 589'-02'-63'E 224.85 feet; thence NBB'-15'-07"E 16.D0 feet to the point of beginning; thence SDI'-44'-53`E 6.03 fret; thence N88'-15'-07'E 175,7fi feet to the Wesl right-of-way Gne of C.T.N. 'A" and the point of termination. The side lot lines of sold easement are io be shortened or lengthened to terminate of the West lino of said C.T.H. 'A". - LEGEND - o = 1'x24' IRON PIPE SET ]' IRON PIPE FOUND ^ = 8' NAIL SET ~ = COUNTY MONUMENT FOUND () =RECORDED INFORMATION 0= wELL ~= POWER POLE ~' =GUY ANCHOR = TELEPHONE PEDESTAL ®= ELECTRIC METER -OPL- =OVERHEAD POWER LINE •-E-- =BURIED ELECTRIC --T-- =BURIED TELEPHONE --G-- =BURIED GAS --X-- =EXISTING FENCE - =PROPERTY LINE ~ =METAL POST C,SM =CERTIFIED SURVEY MAP P,D:B =POINT OF BEGINNING 4 FOOT WIDE COAX EASEMENT A 4 loot wide Cooz Easement being a part of the Southwest Quarter (SW1/4) of the Northeast Quarter (NEi/4) of Section Ont (1), Township Eighteen (18) North, Range Sixteen (i6) East, Gity of Oshkosh, tYnnebogo County, Wisconsin containing 95 square feet (0.003 acres) of land and bring 2 feet each side of and parallel to a Gne described by. Commencing at the North Quarter Comer of said Section 1; Lhence SOt'-34'-D5"E 1329.46 fret along the West lioe of the NE1/4 of said Section 1; thence N86'-41'-16"E along the South lint of the North 11 feet of the SW1/4 of said NEi/4, 864.63 feet to the East line of the Foz River Valley Railroad; thence SOD'-57'-07"W 208.80 feel along sold Eost Gne; thence 589'-02'-53`E 224.85 feet; thence NBB'-75'-07"E 20.00 feet; thence N01'-44`-53'W 13.00 feet to the point or beginning; thence N88'-15'-07"E fi.00 feet; thence N76'-47-SYE 17.63 feet to the point of termination. PARENT PARCEL LEGAL DESCRIPTION Thal part of the South West 1/4 of the NORTHEAST 1/4 of Section i, T18N, R16E, in the Fifteenth Ward, Clty of Oshkosh, Winnebago County, Wisconsin, lying cost of the Easterly lint of the right of way of the Fox River Valley Roilrood (formerly the Chicago and North Western Transportation Company), excepting therefrom the three (3) following described tracts of land, viz:- 1. The North 17 feet thereof. 2. The South 900 feet thereof. 3. That portion thereof included within the limits of County Trunk Highway 'A`, as now located. Tox Key Number. 915-1960-71 TITLE REPORT REVIEW Title Report ~:'.... Title Insurance Company No. 94477D Effective Date:' November 11, 2004 Fee Simple Title Vested in: Moddam Aerials Corp., o Hsconsin corporation NOTE: The Statement of Applicability refers to the Lease Site and any Easements pertinent thereunto. Where Specific Encumbrances affect the Lease Site and/or o Pertinent Easement, they are identified as such. Schedule B-II (1-10) These are General Statements and not Specific Encumbrances. (11) Easement for electric and telephone (Doc. Na. 353479) DOES APPLY (blonktt easement through Parent Parcel; noting Lhot existing electric lines ore within the afore described 8 loot wide utility easement) (12) Mortgage (Doc. No. 1008438) DOES NOT APPLY (13) Assignment of Leases and Rent (Doc No. 1089553) DOES NOT APPLY (14} Security Interest by Financing Statement (Doc. No. 1011254) ODES NOT APPLY (15) Memorandum of Lease (Dot. Na. 1775236) DOES APPLY (Cricket's Lease parcel is clear of afore described CLIENT LEASE; Cricket's Access Easement and afore described 12 foot wide access eosemmt overlap) (i6-17) Mortgages (Doc, Ne.'s 1225500 and 1304D02) DO NOT APPLY - TOWER BASE -' APART OF THE SW1/4 OF THE NEi j4, Latitude: 44'-03'-51.57" SECTION 1, T.18N., R.16E., CITY OF Longitude: 88'-31'-43.43" OSHKOSH, WINNEBAGO COUNTY, NISCONSIi` (Per North American Datum of 1983/91) DRG. FILE: 14-6133-1 DA's;02-O2-D5 Base Elevation: 758.1' DRAWN BY : T,R.K, CHECKED BY : A.P.L. Ground Elevation: 757.4' PROTECT N0.: 2050127 (Per National Geodetic Vertical Datum of 1929) NOTEBOOK :141 PAGE : 60-61 AME FILE N0. K-1217 S I'TE ACQUISITION CONSULTANTS Qimt satisfaction through eaceIlma 655 FIRST BANK DR. PALATINE, iL 60067 PHONE: {847) 991-2100 FAX: {847) 991-5707 PROD. NO.: 14-6133-1 PROJECT NAME: NORTH OSHKOSH PROJECT ADDRE~i5 C.T.H. "A" DRAWN 8Y: TK APN#; 91519607100 OWNER: MADDAM AERIALS CORP. 03-14-05 ADD COAX EASEMENT 03-04-05 FlNAL 1 2-07-05 PRELIMINARY REV. DATE: DESCRIPTION ARCHi TECT: SURVEYOR: Aero-Metric, Incorporated Land Ptanning & Design Division 920-849-7708 800-472-5313 FAX (649-7709) 539 NORTH NADISD7 STREET CHILTDN, V1SCillS1N 53014 ELECTRICAL: STAMP: SHEET TITLE SITE SURVEY SHEET NUMBER 1 OF 1 1 4- 6133-1 PAVEMENT MATERIAL ACCESS ROAD (HATCHED) S.Y. - '. 8" COMPACTED AGGREGATE BASE COURSE, GA-6 - MIRAFI 500X SUB6RADE 6EOTEXTILE FABRIC OR APPROVED EQUAL G S.Y. ~~ 1 1/2" BITUMINOUS SURFACE COURSE, TYPE LV, GRADE 3 ~(~ 3" BITUMINOUS BASE COURSE, WISDOT GRADATION # 2 0` 4" GRANULAR SUBBASE, GRADE A OR G, TYPE B `C~1 MIRAFj 500X SUB6RADE 6EOTEXTILE FA$RIG OR APPROVED EQUAL LICENSE SITE S.Y. 8" COMPACTED AGGREGATE BASE COURSE, WITH 3/4" CRUSHED AGGREGATE, NO FINES, OR APPROVED EQUAL, MIRAFI 50OX 5UB6RADE 6EDTEXTILE FABRIC OR APPROVED EQUAL S.Y. 5" GLASS X PORTLAND CONCRETE CEMENT THE CONTRACTOR SHALL INCLUDE AS PART OF THE BID, THE COST OF REMOVAL OF ANY SURFACE VE6ETATiON AND ORGANIC 501 L5 OR OTHER DELETERIOUS MATERIALS {X-XX INCHES TOPSOIL) AND THE REPLACEMENT WITH ENGINEERED BAGKFILL FOR THE AGGREGATE ACCESS DRIVE AND LEASE S[TE, 1N ACCORDANCE WITH THE RECOMMENDATIONS OF THE 6EOTEGHNIGAL REPORT NOTE i; THE CONTRACTOR W]LL, UPON BECAMIN6 AWARE OF SUBSURFACE OR LATENT PHYSICAL CONDITIONS DIFFERIN6 FROM TH05E D15GL05ED BY THE OR161NAL 501E INVEST16AT10N WORK, PROMPTLY NOTIFY THE OWNER VERBALLY TO PERMIT VERIFICATION OF THE D]FFERIN6 GONDIT10N5, AND ]N WRITING, AS TO THE NATURE OF THE DIFFERIN6 fANDITIDNS. ND GLA[M BY THE CONTRACTOR FOR ANY GOND1Ti0N5 DIFFERIN6 FROM THOSE ANTICIPATED 1N THE PLANS AND SPEG]FIGATIDNS AND Di5GLO5ED BY THE SOIL STUDIES WILL BE ALLOWED UNLESS THE CONTRACTOR HAS SD NOTIFIED THE OWNER, VERBALLY AND IN WRITING, A5 REQUIRED ABOVE „ OF SUCH DIFFERIN6 SUBSURFACE GOND]TIDNS. NOTE 2: CANTRAGTOR I5 RESPONSIBLE FOR ANY DAMAGE TO EXi5T1N6 PAVEMENT CONTRACTOR SHALL PHOTOGRAPH AND VIDEOTAPE EXIST]N6 PAVEMENT PRIOR TO CONSTRUCTION. ANY DAMAGE CAUSED DURING GONSTRIGTiON SHALL BE REPLACED TO EXISTIN6 OR BETTER GONDiTtON AT NO ADD]TIONAL COST, ^, . ~ I / t "I ~.~ ~~,-.. _--,°_ mow.. ~ ~ \ \ \ ~ ~ ~ I 1 ! 1 f ,~ ~,-' ,„-- ~_~.-.-._~ ~, `~~ \ \ } ~ / EXISTING GUYED WIRE \ \ ,i ! i f 1 1 ~ / ,. ° ~ ~" ~, .~ - --- ~ ~''., `~ ~` \ 1 1 l ~ (TYP OF 3) ~ A \ J I I f d I~ t f '~ .--~ ~ ~~ ~ I / 1 \. I ~ I I ~` ~ ,~ 765' ~' ~ v ~ ~ t 1 ~ 1 v ~ I i ~ l i I I f '~ r' '~ ti \\ ~~ 1 I I EXISTIN6 H-FRAME TO \ ~`~`~, ~,\ ~~ i l { f -- °_~ ~\ 4 j l I t 1 1 I / \ z l t }~,~,',\~~~,0 r' \ 4 1 4 I V' /~ REMAIN ~ _~t 1 EXISTIN6 1 ~~~ w~.~,~ `~ "~~`,,t ~~`~ I I I l l l l I 1 ~,~_-___--_~, \ ~ ~1 GHA 1 NL C NK FENCE ~~4 ~, ~ ~ ~ ~ \ j i 6 1 I C 1 l ~, ,~ ~ \ ON WEST 5 ~ \ ) 1 9 .~ ~ I ~ I OF \ ~. ,, ~ \ \ \ ~. ~ ~ , r 1 1 i ~ ,~ EX I 5T i N6 EQU 1 PMENT "~ ~ \ ~ I I GOMPOUNp~ TO 6 ~, \ 1 \ s .~' 1 ) 1 ~° ~ W 1 BE REMOV \ ~ \ \\ \ \~„---~~,~' ~,~' ~,~ / ~ ~ i j / ~~.. r SHELTER TO REMAIN ,\ \ t 1 l I NEW 1~ 0 WIDE l I \ \ \ ~, ~,, ,,~' rr ~, a / / EXISTIN6 ICE BRIDGE ~ ~ \ I i DOUB '~ SW1 N6 `~, I \\ \ w M` ---- ~` ,~ r o l / TO REMA [ N ~ \ ~ ~ \ '~ `~ ,, ~' r r .~ C t j 1 GAT SEE SHEET '~,, A ~ ti `- _ _ ~ ,~ .~ .~ / /~ \ \ 1 A-4 "~ 1 ~ `" -- `~ ,~ r ` / N _ / II I .~- ~ ,, r / EW 12' 0 W1DE ~ 1 ~ 1 ~ 1 ~, ~ .,,. ,,, ,~ / t ~ / PRO>`'OSED 1 ' -6' X ~ , ~,, _ _ ~ ~- ,, r ~ / AGGESS EASEMENT. t ~~ `___= ~~~ f .~ 30' ~0" GL [ENT ~ " _ _ - ~.°. _ _ _ r - - ~ - - - ~ SEE SURVEY FOR ! 1 P ~ i 1 ~ _ _ _° -' _ ~ ~ l LE6AL DESGR I PT I ON C C { EQUIPMENT SHELTER. I --.-- / ~ 1 ~ I 1 SEE -SHEETS I J ~\ I i ~ 1 NEW CAL 1 ENT I GE i _ _ _ _ ~ ° I [ BRIDbi=. SEE ~ ~ ------- --- ~ ~ ~~ 1 ( 1 ------------->-----------t---... C C I ~ --r-. -..r~_- ~-__ ~, t ~ NEW FENCE TO ~ / ~ -r ..r - _ _ _ _ _ _ _ -`~~, ~ >\ ~ =,,- - ~--R _ 1_~ ACCOMMODATE NEW ~ ,~`r -' ~-=-:.~_.-- -# . GLPENT LEASE ~~ ~ '~ ,~ 1 \ r---------E~-----~ ,, AREA (MATCH -------'--_ =a~-w- _ _ ~, ~ C a--+ EX 1~T I NG) . SEE ~ ; l ~ ~ `~'~ ~ - - - _ ~ \ ~ C ~ ~ `` \ ____ I f SH ET A-4 ~ ~ ` I - - _ PRQPOSED 20'-0" {{ ~ ~ ~ ~'. 1 x ~0' -0 GL 1 ENT r ~_- ``~ 1 `' LEASE AREA "r \- ~ ! , ~ ~ I r .- ~ ' ` ~_ - ~ - - - -- - - 'fir -- _T_ _ -T ~ _-s. - ~.~_.,~ \ ~ -~ -: _ - - - ~~,_ " - -- ^r~T--~--rc~--=~ _Q~.i.=-TTY ',--r-==~T*' ~' ~, ~r'°'~ ~~ ~ 1 ~ ~ ~ - : -6K5-- -6.45•---6A5•---6A~r---6PFr-'- h5' 6Ay--- Mr-- 4. i ,rf Q ~ I L \ -- -E ----E -- ~ ----E ---- --^ E E a' 6 ~.~\t d --- - 'E-. ~~ t ~ (~ ~ ,~ `" 0 `\ \' / 1 ~~ EX 1ST I N6 METER ~ 1~ ~, ~ ~ , ~ .~ \, ~ ~ \\ ~' CENTER MOUNTED TO ~ ~~, ~ ,k, I ,i ~,,, \ EXiST]NC~ BUILDING f° ~ ~`~ ~; ~---~ .~ ,~ r `~ FOR EL TRIG TIE-IN ~ ~. .~ .~ r ~ ... -- ~ 1 ~~""~~ °'~ __,.-- ~ ~''` EXIST N6 B ~ 6 a~ I' UILDCN6 TO EXISTING 320' -0" '~ REMA VN ~ I ~, ~ \ / GUYED TOWER TO BE ~, UTILIZED FOR ANTENNA ~''~ ,-. ~ MOUNTING ~~ t EXISTIN6 DISH TD REMAIN ~. ~ ~' ST N6 ~ ~„Y,.1 I I GE BR I D6E ~ TD REMAIN ~. " NEW 3 DfA, ELECTRIC ~ CONDUIT FROM EQUIPMENT SHELTER TO EXISTIN6 METER CENTER. SEE SHEET E-1 OVERALL SITE PLAN 1 NORTH SCALE: I• = 3p•-0.' v{ I l ' f I .~ I ~ 1 ; i i `~ ~ i I ~~ '~ ~ ~~ NOTE 3: CONTRACTOR TO PROVIDE APPROXIMATE 5O'X 50' STA61N6 AREA AND TEMPORARY ROAD. CONTRACTOR SHALL COORDINATE WITH ANTENNA CONTRACTOR, A STAGING AREA AND TEMPORARY ROAD THAT 15 ACCEPTABLE TO THE OWNER. STAGING AREA AND TEMPORARY ROAD SHALL BE RESTORED TO EXISTING CONDITIONS AS NECESSARY UPON COMPLETION OF PROJECT. NOTE 4; BEFORE AND DURING CONSTRUCTION, 7HE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION CONTROL AE NECESSARY 1N THE FORM OF 51 LT FENCES FOR THE SiTE AND BALES AROUND ANY EXISTIN6 MANHOLES, INLETS, OR GATGH BASINS SUSCEPTIBLE TO ER051ON. EROSION CONTROL MEASURES SHALL BE PERIDDiCALLY INSPECTED TO ENSURE PROPER FUNCTION, EROSION CONTROL SHALL BE REMOVED UPON COMPLETION OF WORK EXISTIN6 ACCESS DRiVE TO REMAIN NEW 8'-0" WIDE UTILITY EASEMENT. SEE SURVEY FOR LEGAL DESCRIPTION NEW 3" DIA. TELEPHONE CONDUIT FROM EQUIPMENT SHELTER TO EXISTIN6 TELGO PED. SEE SHEET E-1 EXISTIN6 TELGO PED (# 1200-14) TO UTILIZED FOR TELEPHONE TIE-]N I ~ I t~ EXISTIN6 UTILITY ~ 1 "~ ~ POLE TO REMA I N t f \ I ~ 9 I I \ I ( \ t I \ I 1 I~ ,~ ~,I 0° =TRUE NORTH AZ=30° AZ-280, GAMMA ALPHA SECTOR SECTOR BETA SECTOR AZ=I80° ANTENNA ORIENTATION 5ETBAGKS FRONT: 30' SIDE: 20' SIDE: 20' REAR: 25' NOTE: CONTRACTOR 5HALL REPLACE AND RESTORE ANY DAMAGED AREAS CAUSED BY CONSTRUCTION TO ORIGINAL CONDITION, ~ 3 ~s'~ ~W~ ~~s W U ~ gi i 0 ~ r a~ _~ i~ ~_/~ ~ x V/ V N h~ ax roN Z ~ SIT>rAc.Qtt~smoN CONSULTANTS as.uaaeroy.or.o. as rlRSr lac talk PNATirl. IL /Wll z 3 m } m m o o a ~ w sv W Q ~ a Z ~ 3~ j ~ o Y Q w ~ ~ a 0 o ^ a a W-T COMuII~lCATION oES~ CROUP, uc. 2500 WEST HIGGINS ROAD, SUITE 965 NORTHWEST CORPORATE CENTRE HOFFMAN ESTATES, IL 60195 ph. (847} 490-8275 fax. (847) 490-8279 ~~~ '~ } ~~,~qq ~ 0gp4b Cq B9C ~ u~ °"° s > ~~ e ~ ° ~ °° i ° • ®$ ° ~ ~~~: i $ j ' ~ • i ~ ~ e ~ a ~~ " ' ~ ~a ~ , 'a ~ ~' k U AHr ~ o N~ ` ~ U( E-25743 ~ ~ EXPIRES:11j/'~1/Q~SIGNED: __/__/_ `z PROJECT N0: T05098 t~ SHEET NAME OVERALL ~ SITE PLAN ry ~ SNEET NUMBER U 3 ~ 5 ~ w ~ 5 w v z w w NEW 12'-0" WIDE DOUBLE SWING 6ATE. 5EE SHEET A-4 EXI5TIN6 GHAINL[NK FENCE (ON WEST SIDE OF COMPOUND) TO BE REMOVED PROPOSED ii'-6" X 30'-0" GL}ENT EQUIPMENT SHELTER. SEE S-SHEETS NEW GL[ENT ICE BRIDGE. SEE DETAIL 2/A-3 -~ NEW 6P5 ANTENNA MOUNTED TO ICE BRIDGE POST, SEE DETAIL 2/A-3 NEW GHAINLINK FENCE TO ACCOMMODATE NEW CLIENT LEASE AREA (MATCH EXISTING). SEE SHEET A-4 ~ PROPOSED 20'-0" x 40'-0" CLIENT LEASE AREA NEW 8'-0" WIDE UTILITY EASEMENT. SEE SURVEY FOR - LEGAL DESCRIPTION EXI5TIN6 DISH TO REMAIN \ `` \ ~- ~ ~... - = _ ~- EW 12' 0 WIDE ~ ~ -' - . _ i ACCESS EASEMENT. - -- \ - - - - ~ - - SEE SURVEY / \ FOR LEGAL DE T SCRIP ION EXIST NG H-FRAME TO \ REMAIN ~ i - - - - - - - - - - - - -\ ----------- --------- `T --_ __ \ T - EXI5TIN6 EQUIPMENT T ' - - _ _ SHELTER TO REMAIN \T EXI5TIN6 ICE BRIDGE \ ' TO REMAIN ~ EXiST]NG 320'-0" ~ GUYED TOWER TO BE UTILIZED FOR ANTENNA MOUNTING I I X X ~ --------- -- ---~~O~L- ~_ ---~- - - `F T- l - E --- - E E ~ ~ E E ~ T T -- T -~---- T -- l T - r ~ 6 - --- ~- T 6~ 6 ---_~_ -- __ ~ -- L_-- -- ----.-- I 1 EXI5TIN6 GUYED WIRE ( TYP OF 3) ENLARGED SITE PLAN 1 NORTH SCALE. 1 ' = 1 O' -0' NOTE: C,UNTRAGTOR SHALL REPLACE AND RESTORE ANY DAMAGED AREAS CAUSED BY GpNSTRUGTTON TO ORIGINAL CONDITION. 0 ~ c Q~ __~ 3. ?3 ~i U rp ~o O ~` Y v= MN Z o EXISTING ICE BRIDGE TO REMAIN EXISTING BUILDING TO REMAIN EXI5TIN6 METER a d z SrrE Acq~nsmoN CONSULTANTS a.~.~s~ua.~r`~., ess FlRSi erc nrie wun°e, i~ erns z m y m ~ m a o wa ¢ z rL ~ ~ ° '` z a 3~ o Y ~ N ~ ~ ~ a w a a a a a a W-T COMuIUNCATION DESIGN GROUP, LLC. CENTER MOUNTED TO 2soo wEST wcciNS Roan, SURE 965 EX I 5T I NG BUILDING NOf2THWEST CORPORATE CENTRE FOR ELEGTRI G T I E- I N HCFFMAN ESTATES, i~ so~ss ph. {847) 494-8275 lax. {847) 490-8279 li Yq • q r ~U ~ ~ ~ ~ ~ ~~, ~~~e , ~~ <~ ~~ ''4~ ' ~ y~ 50 8 - . ,~ ~ ~ ~ NEW A 3 D I TELEPHONI= a e ~ CONDUIT FROM EQUIPMENT ~~, g ~ SHELTER TO EXI5T1 NG ,n ~ '~~~ TELGO PED . 5EE SHEET '~ $CUTT R PHaHN~ ~ ~C~MSE~ PRfaFE L EN,;r;~R E-1 ~ A STATE oF,x~SC~~;N LICENSE (E-25743 U EXPIRES: 97/~1/4CiS~GNEED:: __/__/~ NEW 3'° D I A, ELEGTRI G z PROJECT N0: 705098 CONDUIT FROM EQUIPMENT' SHELTER TO EXI5TIN6 SHEET NAME METER CENTER, SEE ;' SHEET E-i ~ ENLARGED ~ SITE PLAN n ~ SNEETNUMBER iY ~ EXI5TIN6 LT6HTNIN6 TOP OF ANTENNA °A" = 340.3" ROD TO REMAIN TOP OF ANTENNA "B" = 33~ T' ~ A TOP OF ANTENNA "G" = 32~.`(' B TOP OF ANTENNA "' D" _ ~2'l , I " ° W ~s~ EXI5TIN6 ANTENNA G TOP OF ANTENNA '°E" = 326.3' ARRAY TO REMAIN D ~ ~ s E ~~~ EXISTING ANTENNA `` TO REMAIN EXI5TIN6 ANTENNA TO REMA [ N ~ ~ ~ w~< ~~o M N EXISTING ANTENNA TO REMAIN " '~ EXISTING ANTENNA TO REMAIN EXI5TIN6 DISH TO REMAIN 0 ~ T -~ EXT5TIN6 GUYED a WIRES TO REMAIN 'Y = 3 Z F= ~ ~a nY v EX15T1N6 320'-0" GUYED "'~ TOWER 70 BE UT[L1ZED Z o EXI5TIN6 YA66( cY ANTENNAS TO REMA [ N o SrrE AcQU~mON ~ CONSULTANTS N ~ ~i~er svc c~lx nunxe. a axi NEW ANTENNAS ~ ~ lY z x 1- I ~a7u ANTENNA ARRAY. w z U w SEE 5H ET A-2 z w ~ z y } "'~ w V ~ m > m ~ V ~ ~ ^ m o ,~o d+, F- ~ q w Q Z Y ~~ EX T T f N6 YA66 I ,~" ~``~,, .~ ~ ~ ;p ^ ~ z ~ ., ~ ANTENNAS TO ~ ~ O ~ N ~ 4 ~ ~ Y Z ~ - ry 4 W ^ a EMA 1 N .- w i= x m ^ ^ a U ~ _ w 4 N ~ Q _N X 'at z ~ x w r w w ~ u ~, - Q ~ o ry ,~` N c6 .` ~ X ry w X T 5T 1 N6 ANTENNA ~ F o W-T COMuIUNCATION TD REMAIN N g ~~ ~~~ LLC. ~ ry ~ 2500 WEST HIGGINS ROAD, SUITE 965 w LY ~ NORTHWEST CORPORATE CENTRE w - sss v F ry HOFFMAN ESTATES, IL 60195 ~- ~,,~ n, Q w ph. (847) 490-8275 ^~.,, F ~ V fax. (847) 490-8279 w z - ,~ ~'`"~ v w ~ Vim. /' ~ - z ~ ~ a~ ~ - ~ N z ~ w s` N d; , ~ x ~r ~ s ~. ..~''" NEW 1 l .5' X 30' X w Q ,~"" EQUIPMENT SHELTER. ~ O a - CV SEE 5 1 THRU 5-6 `~ - ~--' FOR DETAILS ' H ~ '`~. U I NEW 8' FENCE TO $ ``~.., MATCH EXTST]N6 ucEN>E~ PRt~E oNa~ EINNEER STATE O~WISOONSIN ~ ~ ~ ..' GRADE ° ~ ,,~ ~ LICENSE { E-25743 ~ EXPIRES: A?/31144.SiGNED:--/--/- z PROJECT N0. T05098 SHEET NAME t- ~ TOWER ~ ELEVATI ONS 1~ ~ SHEET NUMBER 1 SCALE: 1" = 40 -O ~ ANTENNA MARK T 5EG OR ANTENNA DIMENSIONS COAXIAL GABLE F AT N DOY~I-TILT AZIMUTH ANTENNA ~ H HT COAXIAL A A COAXIAL GABLE A-I I GSA PG5AOg0-I6 62.1" x qS" x 6.3' BOTTOM 0° 30° 120' G-I 15/8" A-2 I GSAPG5AOg0-Ib b2.T' x q5' x 6.3" BOTTOM 0° 30° 120' G-2 15/8" A-3 2 GSA pG5A0g0-Ib 62.1" x qS' x 6.3" BOTTOM 4° I80° 120' G-3 15/8" A-4 2 GSA pG5AOg0-Ib 62.1" x qS' x 6.3" BOTTOM 4° 180° 120' G-4 15/8" A-5 3 GSA pG5A0g0-Ib 62.1" x qS' x 6.3' BOTTOM 4° 280° 120' G-5 15/8" A-b 3 GSA pG5A0g0-Ib 62.1" x q5' x 6.3' BOTTOM 4° 280° 120' G-b 15I8" GDAX GABLE GABLE TYp~ ~ LENGTH DIAMETER I. LESS TNAN 65 HELIAX ~ 8°~ LDFS-- A l 5O , ~ 2.65 TD 130 HELIAX 1114'N L~3F6-5O , 3.130 TO 225 HELIAX - 5/8'~ LDF1~50A 4. MORE THAN 225 HELIAX 2 Il4"~ LDF12-50A U 3 ~ S N ~ ~ w ~~~ ~~ ~n ~~< ;.o n a N_o Z 0 N Q~ O . °' ~ =3 ~' i v/ U rq ~0 ~ O ~" _ ~~ z ° • GHEGK WITH RF ENGINEER FOR LATEST ANTENNA '• CONTRACTOR SHALL VERIFY ANTENNA TYPE AN TYPE ~ AZIMUTH. D AZIMUTH WITH CONSTRUCTION MANAGER PR10R TO CONSTRUCTION. ~ A~T]']O~j CONSULTANTS a.~.e~w~.~r.o. bs ripr we anx nunK. a a ~ ~~, ~ xi NOTES ; z ~ m } m m i. VERIFY EACH COAXIAL GABLE LENGTH, DIAMETER, ~- y ~ o n w C z ~ o ~ ~ ROUTING, AND ALL MOUNTING APPURTENANCES WITH m ^ ~ ~, ~ c? a ~ Y ~ ~ ~ ~ Y OWNER PRIOR TO ORDER. COAXIAL GABLE A-g o w o a 2 THE MAX 1 MUM COAX 1 AL GABLE LENGTH HAS SEEN (~.) NEW 20 FTJ12 HOLE WAVEGUIDE 30° AZIMUTH o a . LADDER (VALMONT PART 1 82166) ESTIMATED AT XXX FEET W I TH A CORRESPOND 1 N6 GABLE DIAMETER OF 1 TH 5/8" 10 FTl 12 HOLE WAVEGUIDE r - . IS GABLE LENGTH LADDER (PARTS 82165) ~ 15 APPROXIMATE, AND IS NOT TO BE USED FOR CONSTRUCTION ACTUAL ANTENNA GABLE LENGTHS ,~ MOUNTING CLIP ASSEMBLIES MAY VARY FROM ESTIMATED MAXIMUM LENGTH AND MUST BE VER [ F I ED. ~ w-T cor~~racATION T owER `~ ~~ ~~ LLB 3. TA6 A LL MAIN GABLES AT THREE (3) LOCATIONS: MEMBER ~ , ' A. TOP OF TOWER AT ANTENNAS (TYP.) ` ~ 2500 WEST HIGGINS ROAD, SUITE 965 $. 1 N51 DE EQU 1 PMENT SHELTER NEAR THE WAVE6U 1 DE NORTHWEST CORPORATE CENTRE ENTRY PORT WAVEGUIDE LADDER W/ HOFFYAN ESTATES It_ 60195 Dh. (847) 490-6275 G. OUTSIDE EQUIPMENT SHELTER NEAR THE Mq~ITING fax. (847) 490-6279 WAVE6U I DE ENTRY PORT HOLES PER TOWER 4 . EACH COAX SHALL BE SUPPORTED W 1 TH COLUMN 6R 1 P MFR SPEGIFIGATIONS INSTALLED BY ° A I 280 Z MOTH , (GH I NESE F I N6ER 6R I P} HUNG FROM A J-HOOK AT SNAP-IN ~ G G , ~ ~ A. ° Q ~~ TOP OF TOWER. (10' ABOVE FOR LATTICE TOWER). GABLEHAN6ER . m ( TYP. MIGROFLEGT ~ PARTIAL ELEVATION ONE GABLE '~ 5 . EACH CAAX SHALL BE GROUNDED AT (3) THREE I-5/8' OR EQUAL SPAG OF TOWER E A- 5 4 ~ LOCATIONS. TOWER PLATFORM, TOWER BASE AND . BUILDING PORT ENTRY. it DETAIL ~~.i J ; 6. COAXIAL GABLES TO BE SUPPORTED EVERY 3'-0' NOTE: ;~ ' WITH STAINLESS STEEL HANGERS. ALL HARDWARE TO Bf EQUAL EQl1A L ~' `7. JUMPERS TO BE SUPPORTED EVERY 18 WITH PROVIDED ~ INSTALLED BY G.G, D ~ ~ ~ ~ ~ ~,` , STAINLESS STEEL HANGERS. NOTE: ~ SCOTT R. ;TRIPHAHN P.E. . NTENNA CONTRACTOR RESPONSIBLE FOR FABRIGATI N6 GOHTRAGTOR SHAI.I VERIFY W/ STRUCTURAL ~ UCENSEL7 PROkf~350NA1-EN~NEER sT~~ of ~+scoNS~N LICENSE / E-25743 E 05URE JUMPERS. ANALYSIS TO THE PREFERRED LOCATION ~ ~ GO LADDER < ° I80 AZIMUTH ~ U EXPIRES:,S17/a~l/IlQSIGNED:_-/--/_ COAX MOUNTING 1 z REQUIREMENTS PRIOR TO INSTALL PROJECT N0: T05098 SHEET NAME ~ ~. ANTENNA ~ INSTALLATION ~ DETAILS h ~ SHEET NUMBER SCALE: NON E SCALE: NONE ~ NEyV LUCENT 6P5 ANTENNA pLII2A, LII6A i~ F ~2 AWG SOLID .MIMPER ~ s ~ p (GADWELD) ~ ~ s 2 AWG USE THiS SECTION USE THIS SECTION ~ ~ z ~ _ NEW MTS BRIDGE KIT UNDER PAVEMENT UNDER GRA55 OR ~` z OR VEHICLE TRAFFIC LAYJN AREA '~ - NEW 24' WAVE GUIDE AREA o NEW LESSEE II 1 SUPPORT BRACKET MTS ~ RESTORE SURFACE EQUIPMENT SHELTER in WB-LB24-3 To ORIGINAL GoNDITION a a PRIOR TO WORK :~, < p b AWG NEW 24' GRIP STRUT ` _E 1 i /\ ~~\ E ~ ~ i- ~ n o „~ ~ ( ~~/ : (~ TURN ORIGINAL MATERIAL NEW I.UGENT ~ ~ E ~/~~/j. ~ I~ TO TRENCH, COMPACT AS n ~ d ~~~~/ ; - NECESSARY TO PREVENT NEW 1GEBRIDGE GP5 ANTENNA ( ~ ( \~ ~ \~ ~ f - (TYP,) ~ ~ ~, ~~~, ~ ~ ~~~ ~' SERIOUS SETTLEMENT ~LII~A, LIIbA ~--• ~~~/~i I z _~ (~ /i ~ , _ GRADE 9 (CA-b) ~ [~~~ ^T~^i (~ ~~f ~ (~ GRAVEL COMPACTED =(~ ~ ~~~ i~ [ (=[ TO 90AS STANDARD =1 ~/T~ = 1 ' PROCTOR ;~ I I ~° ~ `~ ~== = ~~ I E---E I SAND ENTRY J o 0 0 51 DE V 1 EW ~ .-._I ..~ .~ ~ ~~~ w_ _ PORT TRAPEZE KIT `E ~ _ <. = ~-=~ ~ I-[ ~ ~ ~ ~- 0 0 0 4 PART AMT-351-24 1 ~ a z Y =~ "~ ~ N A SCHEDULE 40 PVG CONDUITS ~ EW GO X ~ COAX GABLE NU SNAP F = ~ N ~ .' GABLE IL OR NEW ELECTRICAL AND TELEPHONE (n h o IN GABLE HANGERS SERVICES -SEE UTILITY AND SITE PLANS o Y ~4 ~ O „_ o ~ PROVIDE APPROVED PULL BOXES A5 REQUIRED o AND COORDINATE INSTALLATION WITH ALL UTILITY Z _~ ~" COMPANIES FOR INTERFACING AT TERMINATION 3 I/2' DIA. GALV. STEEL PIPE ~ POINTS. PROVIDE WLL LENGTH PULL ROPES (TYP) '~ DETAIL -' 0 ~ 2 AWG, GADWELD TO P T , i ~ GROUND RING TYP GUYED TOWER ~ ~ ~ ~ F AT N ~ ~ ALL BOLTS TO .. ~ _ ouND to ,,_ I -. _ DESIGN a. BE SUPPLIED !^U z -II _ _ -:; BY OTHERS NUrS AND Y~P5HER5 $TIEt~ RiON ~ G CONSULTANTS N '. SCALE: NONE ~ WAVE GUIDE PIPE SUPPORT ~~+~~~• - - FOUNDATION 1°6 "'m °""` 01"`~ ~ nunK. a nxi ~: 12' z m ~ m 3 m o m Q z a ~~ p ~ z ~ Y ~ w N ~ Q ~ ~ ~ Y Q w p a p p Q SCALE; NONE SCALE: NONE ~3 TiE5 0 12' O.G. ~ W-T COMr~~ICATrON $-#~ vERT. BARS DESK~d GROIN, LLC. 2500 WEST HIGGINS ROAD, SUITE 965 NORTHWEST CORPORATE CENTRE REBAR PLAN HOFFAIAN ESTATES, IL 60195 ph. (847) 490-8275 SECTION fox. (847) 490-8279 WAVEGUIDE SUPPORT POST N . .~ % ~ 5-#5 VERT. BARS ~ , - Z ~' fi a N s ~~ a ~ ~ ~_ 4 m ~ I ~' ~€ozT Rk aami~AHri ~:E. tJC~NSFD PROFESS ~~EFR * LICENSE. / E ~3 f- CONCRETE PIER ~ EXPIRE5:91/~1/Il6-~GNED: _-~--gyp 12" Z 18' PROJECT N0: T05098 SHEET NAME ~ SITE DETAILS n SHEET NUMBER SCALE; NONE ~ ~ 3 ~ S w `~ ~ S ~j ~ W U ~ W F Q O 2 N O O Ql Q~ Y =~ = U r=n U~ ~ o O nY a= MN Z o REFERENCE NOTES: Oj CORNER. END OR PULL POST 3' NOMINAL SCHEDULE 40 PIPE. 02 LINE P05T: 2 1/2" SCHEDULE 40 PIPE, PER ASTM-F1083. L]NE POSTS SHALL BE EQUALLY SPADED AT MAXIMUM 8'-O" O.G. 03 TOP RAIL 4 BRACE RAIL: 1 1/2" PIPE, PER ASTM-FIDb3. ® FABRIC: q 6A GORE WIRE SIZE 2" MESH, GONFORMIN6 TO ASTM-A3g2, Q T(E WIRE: MINIMUM 11 6A GALVANIZED STEEL AT P05T5 AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE $Y HO6 RIN65 SPACED MAX. 24" INTERVALS. © TENSION WIRE: q 6A. 6ALVAN[ZED STEEL. Oj BARBED WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH WITH FABRIC 14 6A, 4 PT, BARBS SPACED ON APPROXIMATELY 5" CENTERS. ® STRETCHER BAR. 09 3/8" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL THREADED ROD. 00 FENCE CORNER POST BRACE: 1 5/S" DIA. EACH CORNER EACH WAY. 11 1 1/2" MAXIMUM CLEARANCE FROM GRADE. 02 2' F]NTSH OR AS DETERMINED BY CANSTRUGTION MANAGER DURING BID WALK. 03 4" COMPACTED q5~ BASE MATERIAL OR AS DETERM]NED BY CONSTRUCTION MANAGER DURING BID WALK, ® FINISH GRADE SHALL BE UNIFORM AND LEVEL. © GATE POST 4", SCHEDULE 40 PIPE, FOR GATE WIDTHS UP THRU 10 FEET OR 20 FEET FOR DOUBLE SWING GATE, PER ASTM-F1083. ® GATE FRAME: 1 I/2" P[PE, PER ASTM-F1083. © "MTS' MULTI-LOCKING DEVICE #MT-G64», (O.F,G,I.). ® GATE DIAGONAL GALVANIZED STEEL 1 1/2" PIPE. ® DUCK $ILL OPEN GATE HOLDER. VERIFY LOGATiON 1N FIELD PRIOR TO INSTALLATION. ® 6EDTEXTILE FABRIC. ® LINE POST: CONCRETE FOUNDATTDN (20D0 P51). ® CORNER POST: CONCRETE FOUNDATION (2000 PSI). ® GATE POST: CONCRETE FOUNDATTON (2000 P5i). ® GATE FRAME BRACE: 1 5/8" DIAMETER. 4ENERAL NOTES: 1. INSTALL FENCING PER ASTM F-561 2. INSTALL SW1N6 6ATE5 PER ASTM F- q00 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED [F REQUIRED, 4. POST d GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TD BE 1 1/2" 6ALV. (HOT DIP, ASTM A120 GRADE °A" STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELD]N6 SHALL BE COATED W-TH (3) GOATS OF GOLD 6ALV. (OR EQUAL) . 5. ALL OPEN P05T5 SHALL HAVE END-GAPS. 6. USE GALVANIZED H06-RING WIRE TD MOUNT ALL SI6N5. ~. ALL SI6N5 MUST BE MOUNTED ON INSIDE OF FENCE FABRIC. I t1L I"IU~YIKVVf'1 5 I Ut' 15TALL W/ SLOT ~RALLEL TD CLOSED ,TES NISHED GRADE )NGRETE r=OUNDAT I ON )TE 15HROOM STOP TO SE 1A5TER HALLO #15812" MUSHROOM GATE STOP SCALE: NONE v i R . 51 ll . vAUV;v NE P05T WITH GAP ADJUST A5 REQ PER GATE x 10" ~RETE 1=007 I N6 DUCK BILL GATE STOP SCALE: NONE SITE A m CQIJ[S ON CONSULTANTS a~.lrsaler4pm~. ees Fl~ swr Ntly! nu,IK. a eaai Z m a m r ~ a m Z o O w n N Z 4 (2 d Y ~ ~ > ~ ~ Y 4 w p a a a o a W-T C~OMuIUNCATION DESIGN GROUP, LLC. 2 500 WEST HIGGINS ROAD, SUITE 965 NORTHWEST CORPORATE CENTRE HOFFAIAN ESTATES, IL 60195 ph. (647) 490-8275 fax. {847) 490-6279 ~~,;~ ~~,r r;~SSIONA~ tN„lNEER STATE OF 1NSCONSIN IJCENSE } E-25743 EXPIRES: 91/~i/Il@SIGNEO: __./__/_ PROJECT N0: 705098 SHEET NAME FENCE DETAILS SHEET NUMBER b" 12" ~F I N I SH GRADE ~ ~ "' "' D. ALL P05T5 SHALL BE SCHEDULE - 40 MECHANICAL SERVICE PIPE AND SHALL BE TYPE 1 ASTM A-128 AND OF THE FOLLOWING DIAMETER LINE 2" SCHEDULE 40 (2 3/8" O.D.) CORNER 3" SCHEDULE 40 (3 7" D.D.) 6ATE 3" SCHEDULE 40 (3 ?" O.D.) E. 6ATE POSTS SHALL BE EXTENDED 12 ]NGHES, ]NGLUDING DOME GAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. F. ALL TOP AND BRACE RAILS SHALL BE 1 DIAMETER SCHEDULE - 40 MECHANICAL - SERVICE PIPE. 6. GATE FRAMES AND BRACES SHALL BE 1.q0 INCH DIAMETER SCHEDULE 40 MECHANICAL - SERVICE PIPE. FRAMES SHALL HAVE WELDED CORNERS. H. 6ATE FRAMES SHALL HAVE A FULL-HEi6HT VERTICAL BRACE, AND A FULL-WIDTH HORIZONTAL BRACE, SECURED 1N PLACE BY USE OF 6ATE BRACE CLAMPS. i. 6ATE HINGES SHALL BE MERCHANTS METAL MODEL 64385 H1N6E ADAPTER WITH MODEL 640q, 188-DEGREE ATTACHMENT. J. THE GUIDE (LATCH ASSEMBLY) SHALL BE HEAVY INDUSTRIAL DOUBLE 6ATE LATCH. SEE DETAlL.K, LATCHES AND STOPS SHALL BE PRD'VTDED FDR ALL 6A'TES. L. PLUNGER RDD COMPLETE WITH RECEPTOR TO BE PROVIDED AT THE INACTIVE LEAF OF ALL DOUBLE 6ATE INSTALLATIONS. M. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE 6ATE LEAF IN THE OPEN P05[TiON. N. A N0. 7 GAUGE Z[NG CRATED TENSiDN WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC. TERMINATED WiTH BANK CLIPS AT CORNER AND GATE POSTS. 0. A SIX-INCH BY i/2 -INCH DIAMETER EYEBOLT TO HOLD TENSION WIRE SHALL BE PLACED AT LINE P05T5. P. STRETCHER BARS SHALL BE 3/ib-INCH BY ?-INCH OR HAVE EQUIVALENT GR055-SECTIONAL AREA. Q. ALL CORNER 6ATE AND PANELS SHALL H A 3/8-INCH TRU55 ROD WiTH TURNBUCKLES. R. ALL POSTS EXCEPT 6ATE POSTS SHALL HAVE A COMBINATION GAP AND BARBED WIRE SUPPORTING ARM. GATE POSTS SHALL HAVE A DOME GAP. S. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIM]TED TO TiE CLIPS, BAND CLIPS AND TENSION BAND CLIPS. T. BARBED WIRE 6ATE GUARDS SHALL BE FITTED WITH DOME GAPS. U. BARBED WIRE SUPPORT ARMS SHALL BE PRESSED STEEL COMPLETE WITH SET BOLT AND LOCK WIRE 1N THE ARM, V. ALL GAPS SHALL BE MALLEABLE IRON, DOME OR ACORN SHAPED AS REQUIRED BY PIPE SIZE. W. WHERE THE USE OF CANGERTINA HAS BEEN SPECIFIED, 24-INCH DIAMETERS COIL, BARBED TAPE, STA]NLE55 STEEL, CYCLONE FENCE MODEL 68B TO TYPE IIi SHALL BE FURNISHED. 1T SHALL BE SUPPORTED ABOVE THE TOP RAIL BY USE OF SIX (6) WiRE BARBED WIRE ARMS P05IT10NED ATOP EACH LINE/CORNER POST, PART 3 - EXECUTION 1. INSPECTION TO CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS. ALL POST HOLES WILL BE EXCAVATED AS PER GONSTRUGTION DOCUMENTS. 2. INSTALLATION A. FOUNDATIONS SHALL HAVE A MINIMUM SIX (6) INCH CANGRETE DOVER UNDER POSTS. B. ALL FENCE P05T5 SHALL BE VERTICALLY PLUMB: ONE QUARTER (i/4) INCH. G. AT CORNER P05T5, 6ATE POSTS, AND SIDES OF 6ATE FRAME, FABRIC SHALL BE ATTACHED WiTH STRETCHER AND TENSION BAND-CLIPS AT FIFTEEN (15) INCH INTERVALS. D. AT LINE P05T5, FABRIC SHALL BE ATTACHED WITH BAND-CLIPS AT FIFTEEN (15) INCH INTERVALS. E. FABRIC SHALL BE ATTACHED TO BRACE RA1L5, TENSION W[RE AND TRU55 RODS WITH TIE-CLIPS AT TW0 (2) FOOT INTERVALS. F, A MAXIMUM GAP OF ONE INCH WILL BE PERMITTED BETWEEN THE CHAIN LINE FABRIC AND THE FINAL GRADE. 6. 6ATE SHALL BE INSTALLED 50 LOCKS ARE ACCESSIBLE FROM BOTH S1DE5, H. 6ATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED OR WELDED TO PREVENT UNAUTHOR]ZED REMOVAL. I. CONCRETE TO BE A MINIMUM OF 4,000 P51 AT 7 DAYS. CEMENT SHALL EXCEED ASTM G150,TYPE ILIA. 3. PROTECTION UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD GUTS OR GALVANIZING BREAKS WITH ZING-BASED PAINT, DOLOR TO MATCH THE GALVANIZED METAL. APPLiGABLE STANDARDS ASTM-A120 SPEGIFIGATION FOR PIPE, STEEL BLACK AND HOT-DIPPED ZiNG COATED (GALVANIZED) WELDED AND SEAMLESS, FOR ORDINARY U5E5. ASTM-A123 ZING (HOT-DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCT. ASTM-A153 STANDARD SPEGIFIGATIDN FOR ZiNG COATING (HOT-Dl P) ON IRON AND STEEL HARDWARE. ASTM-A3g2 SPEG]FIGATION FDR ZING-COATED STEEL CHAIN LiNK FENCE FABRIC. ASTM-A4g1 SPEGIFiCAT10N FOR ALUMINUM-COATED STEEL CHAIN LINK FENCE FABRIC. ASTM-A525 STANDARD 5PEGIFIGATIDN FOR STEEL SHEET Z]NG COATED (GALVANIZED) BY THE HOT-D]PPED PROCESS. ASTM-A570 SPEGIFiGAT1DN FOR HOT-ROLLED CARBON STEEL SHEET AND STRIP. STRUCTURAL QUALITY. ASTM-A535 SPEGIFIGATiON FOR ALUMINUM COATED STEEL BARBED WIRE. DIVISION 3- CONCRETE 51=GT10N 03000 - BASIC CONCRETE MATERIALS AND METHODS PART 1 - GENERAL 1. WORK INCLUDED FORMWORK, RE]NFORCEMENT, ACCESSORIES, CAST--N- PLAGE, CONCRETE, FINISH]N6, AND GURIN6. 2. INSPECTIONS A. GONTRAGTOR I5 RESPONSIBLE FOR SCHEDULING BUILDING DEPARTMENT INSPEGT10N5 REQUIRED FDR H15 SCOPE OF WORK. B. ALL REINFORGIN6 STEEL SHALL BE INSPECTED AND APPROVED BY THE CHICAGO SMSA WIRELESS GONSTRUGTION MANAGER PRiDR AND ME5 TO PLACEMENT OF CONCRETE. G. THE CHICAGO SMSA WIRELESS CONSTRUCTION MANAGER SHALL BE NOTIFIED NO LE55 THAN 48 HOURS iN ADVANCE OF CONCRETE POURS. 3. QUALITY ASSURANCE A. CONSTRUCT AND ERECT CONCRETE FORMWORK IN ACCORDANCE W]TH AGI 301 AND AGT 318. B. PERFORM CONCRETE REINFORGIN6 WORK 1N ACCORDANCE WITH AGI 301, AG1 318, AND ASTM A184. G. PERFORM CAST-IN-PLACE CONCRETE WORK IN AGGORDANGE WITH AG1 301, AGI 318, AND AGI 117-q0. D. OPEN FOUNDATION TRENCHES SHALL BE INSPECTED BY ME5 PRIOR TO CONCRETE INSTALLATION. 4. SUBMITTALS 5UMB1T CONCRETE M]X AND REINFORGIN6 STEEL SHOP DRAWINGS FDR APPROVAL BY CHICAGO 5M5A WIRELESS CANSTRLICTION MANA6ER/EN6INEER. THE SHOP DRAW]N65 SHALL BE SUBMITTED 1N THE FORM OF TWO (2) CONCRETE M]X DESIGN INFORMATION SHEETS AND TWD (2) BLUELINE DRAWINGS FOR REINFORCING STEEL. PART 2 -.PRODUCTS 1. REINFORCEMENT MATERIALS A. REINFORCEMENT STEEL, A5TM A615, 60 YIELD GRADE, DEFORMED BILLET STEEL BARS, PLAIN FINISH. B, WELDED STEEL WIRE FABRiG ASTM A185 PLAIN TYPE, IN FLAT SHEETS, PLAIN FINISH. G. GHA1R5,_BOL5TER5, BAR SUPPORTS, SPACERS, 51ZED AND SHAPED FOR SUPPORTS OF REINFORCING. D. FA$RIGATE CONCRETE REINFORGIN6 IN ACCORDANCE WITH AG1 315, AGi 318, ASTM A184. 2. CONCRETE MATERIALS A. CEMENT: ASTM G150, PORTLAND TYPE. B, FiNE AND COURSE A66E6ATE5 ASTM G33 - MAXIMUM SIZE OF CANGRETE A66E6ATE SHALL NOT EXCEED ONE (1) INCH SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED OR ONE-THIRD CLEAR DISTANCE BEHIND OR BETWEEN REINFORGiN6. G. WATER: GLEAN AND NOT DETREMENTAL TO CANGRETE. D. A]R ENTRAINING ADMIXTURE: ASTM G260. E. BONDING AGENT: LATEX EMULSION FOR BONDING NEW TO OLD CONCRETE AS MANUFACTURED BY DAYTON SUPERIOR. F. NON-SHRINK GROUT: PREMIXED COMPOUND GON5i5TIN6 OF NONMETALLIC A66E6ATE, CEMENT WATER REDUCING AND PLASTIGISIN6 AGENTS. 3. CONCRETE M[X A. GONTRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE A,C.I. REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE. B. ZED M[X AND DELIVER CONCRETE IN ACCORDANCE WITH ASTM Gq4, ALT. 3. G. PROPORT10N5 OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UT[L]ZED AND SHALL RESULT 1N DIRABLE CONCRETE FOR LOCAL ANTICIPATED A66RESSIVE ACTIONS, THE DURABIL]TY REQUIREMENTS OF AG1 318 CHAPTER 4 SHALL BE 5ATi5F1ED BASED ON THE (ANDITIONS EXPECTED AT THE SITE, PROVIDE CONCRETE A5 FOLLOWS: WORK TO BE 1. GOMPRE551VE STRENGTH: 4000 PSI AT 7 DAYS. SEE SHEET S-1 FOR CAISSON CONCRETE GOMPRE551VE STRENGTH 2. SLUMP: 3 INCHES PART 3 - EXECUTION 1. INSERTS, EMBEDDED COMPONENTS AND OPENCN6S A. THE CONTRACTOR SHALL COORDINATE AND GOR55-CHECK ARGHITEGTURAL, BUILDING d ELEGTRIGAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS, HANGERS, AND OTHER ITEMS RELATED TO CANGRETE WORK AND SHALL ASSUME FULL RESPON51B1LITY FOR THE PROPER LOCATION BEFORE PLACING CONCRETE. B, PROVIDE FORMED OPEM N65 WHERE REQUIRED FOR WORK TO BE EMBEDDED IN AND PASSING THROUGH CONCRETE MEMBERS. G. COORDINATE WORK OF OTHER SECTIONS [N FORMING AND SETTING OPENING, SLOTS, RECESSES, CHASES, SLEEVES, BOLTS, ANCHORS, AND OTHER INSERTS. D. INSTALL CONCRETE AGGESSORIES STRAi6HT, LEVEL AND PLUMB. 2. REINFORCEMENT PLACEMENT A. PLACE RE]NFORCEMENT, SUPPORTED AND SECURED AGAINST D15PLAGEMENT. B. ENSURE REINFORGIN6 i5 GLEAN, FREE OF LOOSE SCALE, DIRT, OR OTHER FOREIGN COATINGS. G. WELDING 15 PROHIBITED ON REINFORGIN6 STEEL AND EMBEDMENT5, a D. MINIMUM CONCRETE DOVER FOR RE[NFORGIN6 SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. E. CONCRETE DOVER FROM TOP OF FOUNDATION TO ENDS OF VERTICAL a`, REINFORCEMENT SHALL NOT EXCEED 3 INCHES NOR BE LESS LE55 THAN 2 INCHES. 3. PLACING CONCRETE u i A. VIBRATE ALL CONCRETE. B. ALL CONCRETE WORK SHALL ADHERE TO THE LATEST A.G.I. h STANDARDS FOR WINTER POURING AND GURIN6 PROCEDURES ~ 1F SEASONAL CONDITIONS APPLY. ~ 4. GURIN6 A. AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, 0 B. MAlNTA1N CONCRETE WITH MINIMAL MOISTURE L055 AT RELATIVELY w CONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF DEMENT AND HARDENING OF CONCRETE. v 3 ~W~ N ~ S w U ~ 0 d Z a~ .m Y =~ ~/~ ~x V~ U~ >n o O ~Y a= MN Z o Sr>EAcQlnsmorv CONSULTANTS ar.u~6ctl~ioyl.wtsaa e~ Fl:er svc atlK rrunK. a xai z m m ~ ;~: o w Q m z a o ~~ ^ ~ ¢ ,. a Z Q ~ 3 -Yi ~ O Y ~ a w p a ~ o a W-T COMuIUNCATION DESIC~1 GRCIUP, LLC. 2500 WEST HIGGINS ROAD, SUITE 965 NORTHWEST CORPORATE CENTRE HCfFMAN ESTATES, IL 60195 ph. (847} 490-8275 (ox. (847) 490-8279 ~~ `~ - ':.. _"" ~;, TRIPHlJIN rP,.IE. Uli_',:%G Ve0FE5SlCNAL"'INi,~NEf< TAT}=;~` WISCON.9N UCEHSE / E-25743 EXPIRES:.DI/~1/46_SIGNED: --/--/- PROJECT N0: T05098 SHEET NAME GENERAL NOTES SHEET NUMBER S. PROVIDE HAND RUBBED SMOOTH FINISH TD ALL EXPOSED VERTICAL FORMED CONCRETE StJRFAGES. b. F]ELD QUALITY CONTROL A. SUBMIT THREE (3) CONCRETE TEST CYLINDERS- TAKEN FOR EVERT iS GUBIG YARD OR LE55. SUBMIT CONCRETE TE5T5 TD THE PROJECT MANAGER 1N ACCORDANCE WITH ASTM, G-31 AND G-3G. B. SUBMIT ONE (1) ADDITIONAL TEST CYLINDER - TAKEN DURING GOLD WEATHER POURS, AND CURED ON JOB SITE UNDER SAME GONDITi0N5 AS CONCRETE [T REPRESENTS. G. SUBMIT ONE (1} SLUMP TEST - TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN. 1. DEFECTIVE CONCRETE MODIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED LINES, DETAILS OR ELEVATi0N5 AT COST OF 6G. A5 DIRECTED BY ARCHITECT/ENGINEER. DIVISION 5 - METALS SECTION 0501)0-METALS PART 1 - GENERAL 1. SECTION INCLUDES: STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, BARS AND GROUTING UNDER BASE PLATES. 2. SUBMITTALS: SHOP DRAWINGS: INDICATE SEZES, SPACING AND LOCATIONS OF STRUCTURAL MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SEGTi0N5. 3. QUALITY ASSURANCE A. FABRICATE STRUCTURAL STEEL MEMBERS 1N ACCORDANCE WITH AiSG SPEG1FiGATI0N5 FOR THE DESIGN, FABRiGAT10N AND ERECTION OF STRUCTURAL STEEL FOR BUILDlN65. B. PERFORM DESIGN UNDER DiRECT SUPERVI5i0N OF A PROFE55iONAL STRUCTURAL ENGINEER LICENSED IN THE STATE. PART 2 - PRODUCTS 1. MATERIALS A. STRUCTURAL STEEL MEMBERS: ASTM A572, GRADE 50 B. STRUCTURAL TUBING: ASTM A500, GRADE B G. PIPE: ASTM A53, TYPE E OR 5, GRADE $ D. BOLTS, NUTS AND WASHERS: ASTM A325 E. ANCHOR BOLTS: ASTM A307 F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED 6. GROUT: NON-SHRINK TYPE, PREMIXED COMPOUND CANSISTIN6 OF NONMETALLIC A66E6ATE, CEMENT, WATER REDUCING AND PLASTIGZiN6 ADDITIVES, GPABLE OF DEVELOPING A MINIMUM GOMPRE551VE STRENGTH OF 7000 PSI AT 28 DAYS. H. SHOP AND TOUGH-UP PRIMER: 55PG 15, TYPE 1, RED OXIDE I. TOUGH-UP PRIMER FOR 6ALV. SURFACES: Z]NG R1GH TYPE 2. FABRICATION: CONTINUOSLY SEAL JOINTED MEMBERS BY GONTiNOUS WELDS. GRIND EXPOSED WELDS SMOOTH. ° 3. FINISH: A. PREPARE STRUCTURAL COMPONENT SURFACES 1N ACCORDANCE WITH 55PG SP-1 TO SP-10 PROCEDURES. B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. PART 3 - EXECUTION 1. EXAMINATION AND PREPARATION: VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE. 2. EREGTiON: A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BBRAGING TO BRAGlN6 TO MAINTAIN FRAMING ]N ALIGNMENT UNTIL GOMPLETTON OR ERECTION AND INSTALLATION OF PERMANENT BRIDGING AND BRACING. B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS. G. DO NOT F]ELD GUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE ARCHITECT/ENGINEER. D. AFTER ERECTION, TOUGH-UP WELDS, ABRA5i0N5, AND SURFACES NOT SHOP PRIMED OR GALVANIZED WITH TOUGH-UP PRIMERS AS SPECIFIED UNDER SEGTTON 05000-METALS, PART 2 - PRODUCTS, H d I, SURFACES TO BE IN CONTACT WiTH CONCRETE NOT INCLUDED. 3. FIELD QUALITY CONTROL: FIELD 1NSPEGTiDN OF MEMBERS, CANNEGTiDNS, WELDS AND TORQUING. D]ViSiON 16 ELEGTRIGAL SECTION 16050 - BASiG ELEGTRIGAL MATERIALS AND METHODS 1. CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS PRIOR TD ORDERING THE ELEGTRIGAL EQUIPMENT AND STARTING THE ACTUAL GONSTRUGTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT LISTING ANY D15GREPANGIES OR GONFLTGTiN6 INFORMATION. 2. ELEGTRIGAL PLANS, DETAILS AND DIAGRAMS ARE DIAGRAMMATiG ONLY, VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELEGTRIGAL EQUIPMENT WITH OWNER PRIOR TO INSTALLATION. 3. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANTELY TAGGED 1N EACH PANELBOARD, PULLBOX JUNCTION BOX, SWITCH BOX, ETC. THE TYPE OF TAGGING METHODS SHALL BE 1N COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (0,5.H.A,), 4. ALL MATERIALS AND EQU]PMENT SHALL BE NEW AND 1N GOOD WORKING CONDITION WHEN ]NSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROU6HTOUT FOR EACH GLA55 OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED "J" WHERE APPLICABLE. MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURi5D1GTIDN. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLIGALBLE STANDARDS ESTABLISHED BY AN51, NEMA, NBFU AND "UL" LISTED. 5. ALL CONDUIT SHALL HAVE A PULL CORD. b. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELEGTRIGAL 'AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND GiRGU1T5. 7. ALL CIRCUIT BREAKERS, FUSES AND ELEGTRIGAL EQUIPMENT SHALL HAVE AN ]NTERRUPTIN6 SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MIN]MUM OF 10,000 A.i.G. 8. THE ENTIRE ELEGTRIGAL INSTALLTION SHALL BE GROUNDED A5 REQUIRED BY UBG, NEG AND ALL APPLICABLE CODES. 9. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELEGTRIGAL WORK. lO.PLA5TIG PLATES FOR ALL SWITCHES, REGEPTAGLES, TELEPHONE AND BLANKED OUTLETS SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON THE DRAW]N65. WEATHERPROOF REGEPTAGLES SHALL HAVE SIERRA ~WPD-8 LIFT GOVERPLATES. EGTiDN 16400 - SERVICE AND D15TRIBUTIDN 1. WIRE AND GABLE CONDUCTORS SHALL BE COPPER, b00V, TYPE THHN OR THWN, WITH A MIN. SIZE OF #12 AW6, COLOR CODED. ALL RECTIFIER DROPS SHALL BE STRANDED TO ACCEPT GR1MP CONNECTORS. 2. ALL GHEMiGAL GROUND RODS SHALL BE "UL" APPROVED, 3. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE A5 NOTED ON THE DRAWINGS. MANUFACTURED BY MILBANK OR APPROVED EQUAL AND SHALL BE UTILITY COMPANY APPROVED. 4. GONDU]T: A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZING COATED WITH GALVANIZED ZING 1NTERiOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, 1N CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BU1LD]N6 EXTERIOR. RIGID CONDUIT IN CANTAGT W]TH EARTH SHALL BE ? LAPPED WRAPPED WITH HUNTS WRAP PROCESS ND. 3. B. ELEGTRIGAL METALLIC TUBING SHALL HAVE U.L. LABEL, F]TTIN6 SHALL BE GLAND R]N6 GOMPRE55ION TYPE. $. ELEGTRIGAL METALLIC TUBING SHALL HAVE U.L. LABEL,FITTIN6 SHALL BE GLAND R]N6 COMPRESSION TYPE. G, FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. F]TTiN65 SHALL BE "JAKE" OR "SQUEEZE° TYPE. ALL FLEXIBLE CANDUITS SHALL HAVE FULL LENGTH GROUND WIRE. D. ALL UNDERGROUND CONDUIT SHALL BE AS NOTED ON THE DRAWINGS AT A MINIMUM DEPTH OF 42" BELOW GRADE. IT 15 REQUIRED AND WILL BE THE RE5PON5IBILITY OF THE ELEGTRIGAL CONTRACTOR TO NOTIFYING AGENCY FORTY-EIGHT (48) HOURS PRIOR TO NOTIFY J.U.L.I.E. AT 1-800-8q2-0123 OR OTHER SUCH DIGGING. 5. CONTRACTOR TD COORDINATE WITH UTILITY COMPANY FOR CONNECTION COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS ARE TO BE PAID BY THE CONTRACTOR. b, ALL ELEGTRIGAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS WITH WHITE ON BLUE BACKGROUND LETTERING (M1N]MUM LETTER HEIGHT SHALL BE ?-INCH), NAMEPLATES SHALL BE FASTENED WITH STAINLESS STEEL SCREWS, NOT ADHESIVE, 7. UPON COMPLETION OF WORK, CONTINUITY, SHORT CIRCUIT, AND FALL POTENTIAL 6ROUND]N6 TESTS BY AN INDEPENDENT TESTING 5ERVIGE ENGAGED BY THE CONTRACTOR SHALL BE SUBMITTED FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. GLEAN PREMISES OF ALL LEAVE WORK [N A COMPLETE AND UNDAMAGED CONDITION. 8. GROUNDING ELECTRODE SYSTEM A. PREPARATION 1. SURFACE PREPARATION: ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FIELD INSPECTED AND MOD~]FIED TO ENSURE PROPER CONTACT. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED, ALL GQNNEGTIONS~ ARE TO HAVE A NON-OXiD1ZiN6 AGENT APPLIED PRIOR TO 1NSTALLTiON. 2. GROUND BAR PREPARATION: ALL COPPER GROUND BARS SHALL BE GLEANED, POLISHED AND A NON-OXiD1Z1N6 AGENT APPLIED. NO F1N6ERPRINTS OR DISCOLORED COPPER WILL BE PERM]TTED. 3. SLEEVES: ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVG SLEEVES WHEREVER CONDUCTORS RUN THROUGH WALLS, FLOORS OR CEILINGS. IF CONDUCTORS MUST RUN THRDU6HT EMT, BOTH ENDS OF CANDUIT SHALLBE GROUNDED, SEAL BOTH ENDS OF CONDUIT W[TH 51L1CANE CAULK. B. GROUND BARS 1. ALL GROUND BARS SHALL BE ?-INCH THiGK TINNED COPPER PLATE AND OF SIZE INDICATED ON DRAWINGS. 2. ALL CONNECTIONS TO THE 60UND BAR SHALL OBSERVE THE FOLLOWING SEQUENCE: A, BOLT-HEAD B. 2-HOLE LU6 G. TINNED BU55 BAR D. STAR WASHER E. NUT G. EXTERNAL CONNECTIONS 1. ALL BURIED GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL GABLE, SPLICES, TEE'S, GROSSED, ETC. ALL GABLE TO GROUND RODS, GROUND ROD SPLTGES AND LIGHTING PROTEGT10P1 SYSTEMS ARE TO BE AS INDICATED. ALL MATERIALS USED (MOLDS, WELDING METAL, TOOLS, ETC.) SHALL BE BY "GADWELD" AND 1N5TALLED PER MANUFACTURER'S RECOMMENDE.'~ PROCEDURES. ~ 2. ALL ABOVE GRADE GROUNDING AND BONDING CONDUCTORS SHALL BE CONNECTED BY TWO HOLE CRIMP TYPE (GOMPRE5S10N) CONNECTIONS (EXCEPT FORTHE AGE6 AND GROUND ROD) ~ MECHANICAL CONNECTIONS, FITTINC-f~ OR GABLE TO CABLE ,~ CONNECTIONS SHALL BE HIGH PRESSURE DOUBLE CRIMP TYPE ~' CONNECTIONS. CONNECTION TO STRUCTURAL STEEL SHALL BE EXOTHERMIC WELDS. ~, D. GROUND RODS `z ALL GROUND RODS SHALL BE 5/8-INCH DIAMETER X 10'-0"" LONG "GOPPERWELD" OR APPROVED EQUAL, OF THE NUMBER AND ;° LOCATTONS INDICATED. GROUND RODS SHALL BE DRIVEN FULL ~ LENGTH VERTICAL 1N UNDISTURBED EARTH. ~ E. GROUND T GONDUG OR5 n il 'ALL GROUND CONDUCTORS SHALL BE STADARD TINNED SOLID BARE COPPER ANNEALED, AND OF SIZE INDICATED ON DRAW]N65 UNLESS NOTED OTHERWISE. U ; ~ S N W Z ~ S U ~ ~W li (n o Q~ o :~ ~ =3 ~x ~^ U r/7 V+ ~ o ^ ~Y V vx M N Z ~ SrrE AcQu~smoN CONSULTANTS a.crlamo.ro.~woi.aa ~ ~I~>,~ ~~la nrenK, a xa, Z m } m Q3 m o !Y o W Q Z Y > ~ m ry ~ ~ w o a 0 o a a w-T col~lr~cATION DESIGN GROUP, LLC. 2500 WEST HIGGINS ROAD, SUITE 965 NORTHWEST CORPORATE CENTRE HOFFMAN ESTATES, IL 60195 ph. (847) 490-8275 (ax. (847) 490-8279 .~~ +~~~~ ® ~e a . °°,' "~ ®' ,~ ~ - ~"e' "~- ° °' m . ~, ~, . '~ ~,~ ~,, . ,* s a +j~ . IPH UCF P ~GINEER T~,tl~ SIN tJCENSE / E-25743 EXPIRES:97/1/44 SIGNED: --/--/- PROJECT N0: T05098 SHEET NAME GENERAL NOTES SHEET NUMBER E. GROUND CONDUCTORS ALL GROUND CONDUCTORS SHALL BE STADARD TINNED SOLID BARE COPPER ANNEALED, AND OF SIZE INDICATED ON DRAWINGS UNLESS NOTED OTHERWISE. F, LU65 1. LU65 SHALL BE 2-HOLE, LONG BARREL, STRAND COPPER UNLESS OTHERWISE SPECIFIED 1N THE CONTRACT DOCUMENTS. LU65 SHALL BE THOMAS AND BETTS SERIES #548 _ _ BE OR EQUIVALENT. A. 535 MGM DLO 54880BE B. 262 MGM DLO 54872BE G. #1/0 DLD 54862BE D. #4/0 THWN AND BARE 54866BE E. #2/0 THWN 54862BE F. #2 THHN 5420~1BE 6. #b DLO 542056E 2. WHEN THE D]REGTION OF CONDUCTOR MUST CHANGE, IT SHALL BE DONE GRADUALLY. THE CURVATURE OF THE TURN SHALL BE DONE 1N ACCORDANCE WITH THE FOLLOWING CHART: GRQUNDING CANDUGTOR SIZE N0. b AW6 TO N0. 4 AWG N0. 2 AWG TO N0. 1/0 AW6 N0. 2/0 AWG TO 4/0 MGM 250 MGM TD 750 MGM MINIMUM BENDING RADTUS TO INSID b ]NGHES 8 ]NGHES 12 INCHES 24 INCHES 6. GROUND RING I. THE EXTERNAL GROUND R1N6 ENCIRCLING THE TOWER [F APPLICABLE} AND BETWEEN THE EQUIPMENT SHELTER PLATFORM ANCHORS SHALL BE MINIMUM N0. 2 A,W.6. SOLID TINNED BARE COPPER CONDUCTOR IN DIRECT CONTACT WITH THE EARTH AT THE DEPTH INDICATED ON THE DRAWiN65. CONDUCTOR BENDS SHALL HAVE A MINIMUM BENDING RADIUS OF EIGHT (8) 1 NGHES. 2. ALL EXTERNAL GROUND R1N65 ARE TO BE JOINED TOGETHER AND ALL CONNECTIONS MUST BE GADWELDED. NO LU65 OR CLAMPS WILL BE ACCEPTED. H. FENCE /GATE GROUND EACH GATE POST, CORNER P05T AND GATE A5 1NDiGATED ON DRAWING GROUND CONNECTIONS TO FENCE P05T5 AND ALL OTHER CONNECTIONS FOR THE GROUND GRID SYSTEM SHALL BE MADE BY EXOTHERMIC WELD PROCESS, AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES, AND SPRAYED WITH GOLD-GALVANIZED PAINT. 9. I.E.E.E. FALL POTENTIAL TESTS A. FOR RAW LAND SITE i. GROUND TEST SHALL BE PERFORMED A5 INDICATED ON DRAWINGS. A BIDDLE GROUND OTMER OR THE METHOD OF USING TWO AUXILIARY GROUND ROD5 (AS DESCRIBED 1N I.E.E.E. STANDARDS N0. 81-18-983, PART 1) MAY BE USED. THE I.E.E.E. METHOD REQUIRES THE USE OF AN A.G. TEST CURRENT, THE AUXILIARY TEST RODS MU57 BE SUFFICIENTLY FAR AWAY FROM THE ROD UNDER TEST 50 THAT THE R16ION5 IN WH1GH THEIR RESISTANCE IS LOCALIZED DO NOT OVERLAP. THE TEST POINT WILL BE THE 60UND ROD AND WILL GONSiST OF THE THREE POINT FALL OF POTENTIAL ME6GER TEST METHOD, U51N6 THE BIDDLE NULL-BALANCE EARTH TESTER (ME66ER #250220-2 OR EQUIVALENT). 2. CONTRACTOR TO CONDUCT GROUND RESISTANCE TEST IN THE FORMAT AS FOLLOWS: B. EQUIPMENT PAD 1. FIRST TEST - SHALL BE WITH FOUR GROUND RODS INSTALLED, ONE AT EACH CORNER OF THE PAD BUT NOT CONNECTED TO THE MAIN GROUNDING BUS. WRNISH WIRE TO GONNEG7 (TEMPORARY CLAMP) ALL FOUR GROUND RODS TOGETHER TO MAKE A SYSTEM TEST AFTER EACH ROD IS INDIVIDUALLY TESTED. IF ANY INDIVIDUAL ROD TESTS 25 OHMS OR MORE, THE ELECTRICAL CANTRAGTOR AND OWNER'S REPRESENTATIVE SHOULD BE NOT]F1ED 50 THAT THE ROD GAN BE DRIVEN DEEPER UNTIL ALL FOUR RODS HAVE A RESISTANCE OF 10 OHMS OR LESS ON A DRY DAY. 2. SECOND TEST - SHALL BE WITH THE 6Ol1ND RODS CANNEGTED, WITH DRY 501E AND WHEN NO STANDING WATER HAS BEEN PRESENT FOR THE PAST TEN (10) DAYS. THE MAXIMUM ALLOWABLE READING IS B OHMS TO GROUND. 1F THE RESISTANCE OF THE ENTIRE .SYSTEM EXCEEDS 5 OHMS, NOTIFY THE CONTRACTOR AND OWNER'S REPRESENTATIVE SD THAT ADDITIONAL AND/OR DEEPER RODS GAN BE INSTALLED, G. TOWER 1, FIRST TEST - SHALL BE WITH THREE GROUND RODS INSTALLED (M]NIMUM), EQUALLY SPACED AROUND THE TOWER FOUNDATION, BUT NOT CONNECTED TO THE SHELTER PAD EXTERNAL GROUND RING. WRNISH WIRE TO CONNECT (TEMPORARY CLAMP) ALL THREE GROUND RODS TOGETHER TO MAKE A 5YSTEM TEST AFTER EACH ROD 15 INDIVIDUALLY TESTf=D. )F ANY INDIVIDUAL ROD TESTS 25 OHMS OR MORE, NOTIFY THE CONTRACTOR AND OWNER'S REPRESENTATIVE SO THAT THE ROD GAN BE DR]VEN DEEPER UNTIL ALL THREE (3) RODS HAVE A RESISTANCE OF 10 OHMS OR LESS ON A DRY DAY. 2. SECOND TEST - SHALL BE WITH THE GROUND RODS CONNECTED, WITH DRY SOIL AND WHEN NO STANDING WATER HAS BEEN PRESENT FOR THE PAST TEN (10) DAYS. THE MAXIMUM ALLOWABLE READING i5 5 OHMS TO GROUND. 1F THE RESISTANCE OF THE ENTIRE SYSTEM EXCEEDS 5 OHMS THE ELECTRICAL CONTRACTOR AND OWNER'S REPRESENTATIVE SHOULD BE NOTIFIED 50 THAT EITHER ADD]TIONAL AND/OR DEEPER RODS GAN BE INSTALLED. D. EQUIPMENT PAD AND TOWER 1. AFTER THE EQUIPMENT PAD AND TOWER GROUND RESISTANCE TEST IS COMPLETED, CONTRACTOR SHALL TIE EQUIPMENT PAD EXTERNAL GROUND RiNG AND TOWER EXTERNAL 60UND R]N6 TOGETHER, AFTER FIRST AND SECOND TEST ALL CONNECTIONS MUST BE MADE US1N6 EXOTHERMIC WELD. NO LU65 OR CLAMPS WILL BE AGLEPTED. 2. AFTER ALL THE EXTERNAL GROUND R1N65 ARE TIED TOGETHER, COMPLETE A ME66ER GHEGK OF THE GROUND SYSTEM SHOULD BE DONE. THE MAXIMUM ALLOWABLE LEADING IS 5 OHMS TO GROUND. 10.6ROUND[N6 RESISTANCE TEST REPORT UPON COMPLETION OF THE TEST]N6 FOR EACH SITE, A TEST REPORT SHOWING RE5i5TANGE IN OHMS WITH AUXILIARY POTENTIAL ELECTRODES AT 5 FEET AND 10 FEET INTERVALS UNTIL THE AVERAGE RESISTANCE STARTS INCREASING AND AL50 NOTE THAT 10-15 PHOTOS MUST BE TAKEN TO PROOF ENTIRE EXTERNAL GROUND RlN6 5YSTEM BEFORE BAGKFILL. TWO (2) SETS OF TEST DOCUMENTS ARE OF THE INDEPENDENT TESTING SERVICE TO BE BOUND AND SUBMITTED WITHIN ONE (i) WEEK OF WORK COMPLETION. SECTION 16503 - POLES P05T5 AND STANDARDS (SINGLE MAST AND SELF SUPPORTING 'TOWERS) GENERAL A, LI6HTN]N6 ROD AND EXTENSION PIPE INGLUDlN6 ALL APPURTENANCES, TO BE FURNISHED BY OWNER, IF REQUIRED. B. PROVIDE TEMPORARY LIGHTING FOR TOWER A5 PER FAA REGULATIONS DURING CONSTRUCTION, iF REQUIRED. G. GROUNDING: GROUND TOWER WITH A MINIMUM OF #2 AWG TINNED SOLID BARE COPPER CONDUCTOR GADWELDED TO TOWER BASE PLATE. TWO (2) GROUNDING LEADS PER TOWER BASE PLATE. NO EXOTHERMTG WELDS SHALL BE ATTACHED. DIRECTLY TO THE MONOPOLE TOWER SHAFT SECTION 16745 - TELEGOMMUNIGAT10N5 WiRIN6 COMPONENTS IGOAXIAL ANTENNA GA$LF) 1. GENERAL A. ALL MATERIALS, PRODUCTS OR PROCEDURES 1NGORPORATED INTO WORK SHALL BE NEW AND OF STANDARD GOMMERGIAL QUALITY. B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, MATER]ALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR I5 RESPONSIBLE FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS. G. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR. 2. MATERIALS: A, COAXIAL GABLE; INSTALL COAXIAL GABLE AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WITH COAXIAL GABLES SUPPORTED AT NO MORE THAN 3'-0" D.G. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURERS' REQUIREMENTS. TERMINATE ALL COAXIAL GABLE THREE (3) FEET IN EXCESS OF EQUIPMENT LOCATION UNLESS OTHERWISE STATED. 3. ANTENNA AND COAXIAL GABLE GROUNDING A, ALL GOAX]AL GABLE GROUNDING K1T5 ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL GABLE (NOT WITHIN BENDS) 4. COAXIAL GABLE 1DENTIFIGATION A. TD PROVIDE EASY iDENT1FIGATION AND UNIFORM MARKING OF ANTENNA CABLING, PLASTIC TAGS SHALL SHALL BE USED AT THE FOLLOWING LOCATIONS: i. F1R5T LOGATiON IS AT THE END OF THE COAX NEAREST THE ANTENNA (WHERE THE COAXIAL GABLE AND JUMPER ARE CONNECTED). 2. SECOND LOGATiON i5 [NSiDE THE EQUIPMENT SHELTER NEAR THE WAVE6UiDE ENTRY PORT, B. USE ANDREW GABLE T[ES (PT,# 27290) TO SECURE 1DENTIFIGATION TA65. 5. TESTING CHICAGO 5M5A WIRELESS SHALL PROVIDE AN iNDEPENDEN7 TESTING AGENCY TO PERFORM THE CAAXIAL SWEEP TEST d REPORT. THE CONTRACTOR TS TO PROVIDE ONE CLIMBER / QUALIF]ED PERSONNEL TO ASSIST IN ANY REPAIRS AND WEATHERPROOFING ONCE THE TEST IS COMPLETE. THE CONTRACTOR 15 TO PROVIDE CHICAGO SMSA WIRELESS WITH A MINIMUM OF 48 HOURS NOTICE PRIOR TO THE TIME OF THE SWEEP TEST. v3 S N W ~ 5 U ~ ~ gi i 0 0 ~ { QN .~ Y =3 ~x Uy ~o v= O '~ Y ~N Z o SriEAc~tl~smoN CONSULTANTS arrw~.r~-.~wo. ex ~ liar JWR anK wank. a a»~ z ~ Q tY o ^ t~ W N 4 ^ ~ m W Q Z Q ~ w o ~ m Z d' 3 Y~ ~ ^ r m ^ j~ O y ~. a a a W-T COMuIUNCATION DESIGN GROUP, LLC. 2500 14EST HIGGINS ROAD, SUITE 965 NORTHY~E57 CORPORATE CENTRE HOFF'aAN ESTATES, IL 60195 ph, (847) 490-8275 lax. {847) 490-8279 : p~~~ ~ ammaw$ ~ ~~~ ~° ~~ °A , e 8 ` m SC'ST ~ n 'E2IPHAH!I F LICENSED PR4i@S'SiONAl ENpNEER surEoF w+sGa,aN llCENSE ; E-25743 U EXPIRES:,(17/~1/44_SIGNED:--~--/- z PROJECT N0: T05098 SHEET NAME +- ~ GENERAL NOTES ti ~ SHEET NUMBER 3 ~s~ ~W~ ~~s ~W U ~~ l ITEM N0. FIBREBOND MANUFACTURER MANUFACTURER DESCRIPTION o PARTNO_ PART NO. t a " -- - L -- -22011 - - -- --- - WA602-A05EX2XXI - -- BARD - - ------------------ HVAG ~I, 5 TON, W/ 5KW HEAT STRIP d ECONOMIZERS ~ 2. - 22011 - - - - - WAb02-A05EX2XXI - - - - - - - - - - $ARD - - - - - - - - - - - -HVAG 2 ~ TON,_yV 5KW HEAT STRIP d EGOKOMIZERS N .- c 3. 13645 QUEST CONTROL - - - - - - QUEST CONTROL TELSEG 2000E - - 4. - - - -23120/10352 - - - - - - - - - GH42B200K - - - - CUTLER HAMMER - - = - 200 AMP LOADGENTER - 5. -20gb4 - - - GTS_I64231_200 - - KOHLER - - - - - - - - - - - - - - - - - - -200 AMP AUTOMATIC TRANSFER ° b. -10301/10031 - GG2200 - - - - CUTLER HAMMER - - - - - - - - - - - - MAIN BREAKER DISCONNECT - 1. -11646.1 - - - - - - - - - - - CURRIES - - - - - - - - - - - - - - - - - - - - - - - - - -DOOR~3610, LH SWING- - - - - - - 8. -11056 - - - 1104 - - - - - SARGENT - - - - - - - - - - - DOOR CLOSURE - 9. -IIOT3 - - - TA2314NRP26D - - - MGKINNEY - - - - - - - - - - - - - - - - - - - - - DOOR HINGES 10. 22311 ALH2q-455 AUSTIN HARDWARE - - - - - - - - - - - - - - - - - - ODOR HOLDER - II. - - - 11056 - - - - ------- NATIONAL6UARD- - - - - - - ---------------- -LOGKGUARD ----------------- ~ o - 12. - - - - - - - - - - - - - SUPRA ,_ - - - -Tf2AGE5S LOGKSET W/ LEVER HANDLES - ---- - - - - - = a ~ a~ -- ' -1050 -- -0382 ----- KA50N---- -PULL HANDLE - Y ~- - 14. -12341 - - - - - - - - - - NATIONAL GUARD - -DOOR SWEEP = F.. - 15. -12450 - - - IbAD-42 - - - - PONDER --- DRIP STRIP ------- --------------- ~ ~ ~ -Ib. -12633 -- - 1086-55 TAN --- DA.RIBBER -- -DOORSTOP ----------------- RY ~_ ~ Il. -- 13664 ----- 15811 -------- HUBBELL A 15 MPG~GIDUPLEXREGEPTAGLE/2"X4 W.P.JB. "' N -18. -24352 - - - FB24352 - - - - ------ FIBREBOND- - - _ _ _ _ _ - - - - -WAVEGUIDE ENTRY, Ib HOLE_4" (Pack tea. In BIdgJ - - - o Z - Iq. -10486 - - -MWTR-240A-120V-LE3 METALUX - - - - - - - -INTERIOR LIGHT FIXTURE, 40W, 2-E3ULB - - - - - 20. -10203 - - - GS1201- - - - - P'~5- - - - - - - - - - - -INTERIOR LIGHT SWITCH/ 2" X 4" JB. - 21. -10218/13135- - 3636/2E381 - - - KENALL- - - - - - - - - - - - - - - -EXTEi210R LIGHT FIXTURE YV/ PHOTOCELL - 22. -13162 - - - 2V604- - - - - 6RAINGER - - EMERGENCY LIGHT - 23. -10105 - - - GR20i - - - - - - - Pd5- - - - - - - - - - - - - - - - - - - - - - -20 AMP DUPLEX REGEPTAGLE/ 4" X 4"J.B. - 24. -10105 - - - GR201 - - - - - Pd5- - - - - - - - - - - - - - -20 AMf' DUPLEX RECEPTACLE/ 4" X 4_' JB. 25. 10150 4SDEK APPLETON - ,- - - - - - - - 4_X 4" J B. W/ I/2" d 3/4" KNOCKOUT - - 26. - - - -10128 - - - - - - - - - - - - - - - - - - - GENTEX- - - - - _ - - - - - - - - - - - -SMOKE DETECTOR/ 4" X 4" JB_ ~A ~~ - 2~, - - - - - - 6X285 - - - - - 6RAINGER - - - -DOOR ALARM W/ 2" X 4' J_B.- - - - - - - - - - - - - CONSULTANTS 28. -- ----- -------- ------ 2_X4"JB. - 29. -15381 - - - FBI53gl_ - _ - - FIBREBOND- - - --________ _______ - GROUND BAR, I/4' X_4' X 12" (YV/ TINNE_D G_OATING) (Pack in BIdgJ - °""~°'~~"' ess ri~nr arc carve 30. -- 31 12gb4/1Og25 -- -- 1 381 - 3X140/5X852 - - - -- DAYTON - - ---- - - GOMMERGIAL POWER FAIL RELAY/ b" X b" JB. --- ------------------- ' ' " """"'~~ ~~ """ ~ N 191- Mir 4913101 - . - - - 5 - FBI53q~ - - - - FIBREBOND- - - -GROUND BAR, I/4 X 4 X 10 (W/ TINNED COATING) - - - 32. -21044 - - - I/2" PVG - - - - BARTEET - - - - - - - - -I/2" PVG CAST ®45~ - ---- .. m .. 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HALO FIRE EXTINGUISHER 2500 wEST wcciNS RoAO, SWTE 955 - 4?. - 24610 - B82XXA - A_G. DATA - - - - - - - - - - - - - - SURGE ARRESTOR NORTHWEST CORPORATE CENTRE - 48. - - - 10486 - - - - - - - MWTR-240A-120V-LE3 - - - METALUX - - - - - - - - - - - - - - - - - - - - -INTERIOR LIGHT FIXTURE, 40W, 2-BULB - - - - - - - - - - HoF~9AN ESTATES, i~ so~s5 ph. {847) 490-8275 - 4q. - 10203 - - - 651201- - - - - Pd5- - - - - -INTERIOR LIGHT SWITCH/ 2' X 4" JB. - - rax. {sal) 4so-x279 ~~ - - - - - - - -- TELGD BOARD 3/8 X 4'-0 X 8'-O" (FRP 5/8` ^ ~°,r - - -51. - - - - - - 13646 -- - - - - - - - - - - - - - QUEST , _ = - over PLYI IOOD) - - - KEYPAD ~~~~ °52. - - 13648 - - - ------- - - - - - - - ---- QUEST - - - - - ___________________ -ONSIDE AIR SENSOR ~ ~ q~°"®e"m, ~` ~~~ -53.- 23061 --- IAI36 ----- ---- GORDREEL sg - ~• - - - - - - - - - - ,- - - KOHLER GENERAT/~p 35KW NU 150 GALLON TANK - - - - ~ ~ , - ~• - - - - - - - - - - - - - - - - TELGO ENTRY 3' NIPPLE W/ 12" X 12" X b" ENCLOSURE OUTSIDE ~ ° ' "° " °-- 02 - --- 651201---- - Pd5----- -LOUVERDISGONNEGTSWITGH/4'X4"JB_ ° y " ., = - 51. - 10105 - - - GR201 - - - - ° Pd5- - - - - --------- -20 AMP DUPLEX RECEPTACLE/ 2" X 4,_' JB. - ,- - : , ; ~ , - a - 58. - 13090 - - - DM7>7213P - - _ - DME- - - - THIMBLE -~ ° -5iq.- 192191 - - - - - ,- - - - - ------------- -WAVEGUIDE COVER PLATE " - FFN b0. - - - - - - - - - - - - - - - _ _ _ _ _ - - - - 21 I/2" X 21 I/2' BLOGKDUi' 1 ~ - bl. - - - - - - AA-625A2-R0482 - THOMAS ~ BETTS - - - - - - - - - RJ48X BLOGKS -. "° 62.- ----- ---- - .° _ _ _ _ _ _ _ EMERGENGYSTOP---------------- - - - - - - - - „, ,.°°~~ -63.- ----- ------- ---- - - EYEWASH STATION ~ ;. t TRiP ._ °-- ----- ------- --- - - - - °, - ---------------------- -LOG BOOK ----------- ~ tJi~NSEDO~SS7QM'i~L CINEER SrnTE of w~scoNS~N 65. - - - I 28 - - - - - - - - - - - - - - -°----- SPILL KIT 20 GAL. (PACK IN BUILDING) ~ H ` LICENSE/E-25743 - - - - - - - - - - - - - - - - - - - - - - - U EXPIRES: 91/~1/4~SIGNEO: _-/--/- z` PROJECT NO; T05098 -' SHEET NAME ITEMS ARE SUBJECT TO CHANGE DUE TO AVAILABI LITY H, AND EQUAL SUBSTITUTES WILL BE USED. ELECTRICAL ~ ITEM LIST. OR ME CHANICAL REQUIREMENTS MAY GRANGE DUE TO MANUF ACTURES SPEGIFIGATIONS. ry ~ SHEET NUMBER ~ _ 30'-0" f360"1 U ; Z ~ ~ 0 ~ ~ s W U ~ W W 2 :m 0 a~ .~ Y =~ _ ~_ Uy »O O ~Y v= M~ Z ~ n m u I Sm:,Ac,~utsmoN CONSULTANTS a.Irla~.rD.~.awo. IDS ~ lur D+K Atlve n~unK. a ecixi z m } m ~ m o o w C z~ ~~ n ~ z a 3~ o Y ~ `~ ~ ~ 4 w o a n o a Q W-T COMuIUNCATiON DESIGN GROUP, LLC. RAPID RDOF COATING SYSTEM BY GONKLIN CONCRETE SKIN 4` FOAM BOARD INSULATION I/2' SNEETROGK 3/8' FRP TYPICAL ROOF SECTION I/8' TILE CONCRETE ,~ SKIN FOAM BOARD INSULATION SECTION Iln'FOAM BOARD INSULATION ~ In" CONCRETE SKIN ( 1 AGGREGATE 3/8' FRP In" SHEETROGK TYPI . YWL SECTION SECTION "A-A" SGALE~ N.TS. 2500 WEST HIGGINS ROAD, SUITE 965 NORTHWEST CORPORATE CENTRE HCFFMAN ESTATES, IL 60195 ph. (847) 490-9275 (ax. {847) 490-8279 °>~~~~~~ ~~~ ~ g ` ~' a -'' ~ ,~ gg ,~ ,9~ ~ ,•°o m _~_9 ~:r a r` ~ r~: ,.: * F•. 5~ S IL ~` ,r _ U1 TRIPH P E" , ~ON ' ;CtJGINEER A'fE° OP W1SIN F^ LICENSE / E-25743 ` E>6'IRESeDI/~1/Il6.9GNED:--/--/w z PROJECT N0: T05098 I, SHEET NAME i ~ FLOOR PLAN h ~ SHEET NUMBER >• T~_ FIIF4AN HABITATION A, 3sss sq, rt. FIELD WORK