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HomeMy WebLinkAbout0144382-Building (cell tower) • (e.D CITY OF OSHKOSH No 144382 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 1221 KNAPP ST Owner WINNEBAGO COUNTY GARAGE Create Date 12/15/2010 Designer David Lyshek - Edge Consulting Eng Inc Contractor TENANT Category 290 - Miscellaneous (Structures other than buildings) Plan No Review Type • Building 0 Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished /Basement Sq. Ft. Rooms Height Ft. ❑ Projection Finished /Living Sq. Ft. Bedrooms Stories Canopies Garage Sq. Ft. Baths Signs Foundation • Poured Concrete 0 Floating Slab 0 Pier 0 Other 0 Concrete Block 0 Post 0 Treated Wood Occupancy Permit Not Required Occupancy Fee $0.00 Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units 0 # Structures 0 • Use /Nature Cell Tower / Install 105 ft monopole cell tower, construct a 60' x 75' fenced in area, containing 12' x 26' shelter at base of tower and of Work install 9 panel antenas per plans. - -- Permit issued to Fortune Wireless Inc HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation .15.,. 00.00 Plan Approval $0.00 Permit Fee Paid $538.00 Park Dedication $0.00 Issued By: /�= r Date 12/15/2010 Final /O.P. 00 /00 /0000 ❑ Permit Voided I Parcel Id # 1307370000 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 OSHKOSH WI 54901 - 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. City of Oshkosh C Inspection Services Division P {) Box 1130 Oshkosh, WI 54903 -1130 Phone: (920) 236 -5050 Fax: (920) 236 -5084 O -COJH 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 thraueh your account f JOB ADDRESS J KAJ A p p / I " 0,5V05 5/90 ,).. R t, OWNER Ltl I ,V tZ45 (-) c CONTRACTOR N U V 2 3 2010 I am the: 0 Owner OR Contractor rjaa M DEVELOPMENT �r E � O F the: << COMMUNITY DEVELOPMENT INSPECTION SERVICES DIVISION USE CATEGORY (Mingle Family ODupiex 0Multi Family ❑Rentalommercial Dlndustrial Work being done: / 0 Addition 0 0 Driveway/Parking 0 External Remodeling 0 Fence/Hedge/Kennel 0 Garage/tJtility Structure 0 Handicap Ramp 0 Hot Tub/Spa 0 Internal Remodeling 0 Sign/Canopy /Awning 0 Stair/Handrail 0 Stove/Fireplace 0 Swimming Pool 0 Wracking Permit ,Other reC r , ) b5 � ( T .-)- 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: A/ sT# it A 10 5 O u f2c 4 11 K ek5 �p , 0A/D `o,e Ceti ��we� iN Jc� . A (pO' X iAJ ,c,reA i P ( Pc,-e . let a to' 5 4 ez , `2P + +LQ b ' ke To to CY- i _ N 51 /( A - Ate2_ A ,v ^/4 Any work not included in this application is not permitted. Value of the job $ 15 0 ) OD O (Value for materials and labor is requited to ensuze consistency in accessing permit fees for an 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 acknowledge and agree to these terms. Name: PiUN 27 1 I& /` I/4 P Z e (Please print) Signature: A & _ +_!4 ja_41, 4 D a t e : i (/ D_/) 1 1 3/02 Plan Approval Correspondence Detail 12/15/2010 City of Oshkosh App Number: 3189 Date Received: 11/8/2010 Owner Name: WINNEBAGO COUNTY GARAGE Job Address: 1221 KNAPP ST Owner Address: PO BOX 2808 App Type: Zoning Owner City: OSHKOSH WI 54903 -2808 Plan Type: Plan Number: Submit Name: KEN FRANZEN, AGENT FOR AT &T New 105' wireless communication tower with asssociated Address: 6402 CORPORATED DR communication shelter City: INDIANAPOLIS IN 46278 - Date Collected: 11/8/2010 Fee Waived Fee: $200.00 Fee Paid F7 Fee Paid Date: 11/8/2010 Plan Status: 0 Cancelled • Approved 0 Not Approved 0 On Hold Status Date: 11/29/2010 Net Days to Complete Review: Correspondence Item: Date: Type: 1 11/8/2010 Note Per 30- 35(J)(3), use is permitted in M -3 District by- right. Applicant supplied letter, WisDOT Bureau of Aeronautics, stating proposed antenna tower would comply with height limitation- zoning ordinance standards not to exceed 869' above mean sea level. 2 11/8/2010 Note Existing curb cuts to be maintained. Proposed 12' wide gravel access drive does not comply with 30- 36(E)(3) surfacing requirements and must be revised. REVISED PLANS INDICATE ASPHALT TO BE USED AND COMPLIES. 3 11/8/2010 Note Review does not include any exterior lighting or signage as no plans were submitted. 4 11/29/2010 Note Submitted plans do not comply w/ 30 -35 (J)(2)(k) & (J)(2)(I)(ii). REVISED PLANS SHOW DARK GREEN ARBORVITAE TO BE PLANTED WHICH COMPLIES W/ CODE & SOLID CEDAR FENCING TO SCREEN COMPOUND COMPLIES. DEPARTMENT OF PUBLIC WORKS 215 Church Avenue P.O. Box 1130 Oshkosh, Wisconsin 54903 -1130 - Ph. (920) 236 -5065 Fax (920) 236 -5068 OJFKQf H ON THE WATER December 8, 2010 Kenneth Baumgardt Edge Consulting Engineers, Inc. 624 Water Street Prairie du Sac, WI 53578 RE: AT &T Wireless Tower Public Works Site Plan Approval (1221 Knapp Street) Dear Mr. Baumgardt: This letter is to inform you that the Public Works Site Plan (signed and sealed November 15, 2010), which you submitted on behalf of AT &T, has been reviewed and approved. If you have any further questions regarding this project, please do not hesitate to contact us. Sincerely, James Rabe, P.E., CPESC Civil Engineer II cc: David Patek, P.E., Director of Public Works Steve Gohde, P.E., Assistant Director of Public Works Laura Gray, Civil Engineer I Justin Gierach, Civil Engineer I Brian Noe, Building Systems Inspector (via email) Todd Muehrer, Zoning Administrator / Associate Planner (via email) File I:\Engineering1SW141P - Non- Residentiat\1221 Knapp St - AT &T Wireless Page 1 of 1 Tower\AT &T Wireless Tower Public Works Site Plan Approval.doc Page 1 of 2 Noe, Brian From: Gray, Laura E. Sent: Wednesday, December 01, 2010 9:25 AM To: Noe, Brian Subject: RE: ATT Tower @ Knapp St. Brian, Justin and I have both reviewed the plans, and have no issues with them. We do still need to sit down with James and Steve G. for their reviews before we can grant final approval, though. Laura Gray Civil Engineer Storm Water Utility City of Oshkosh Phone: 920 - 236 -5065 Fax: 920 -236 -5058 From: Noe, Brian Sent: Wednesday, December 01, 2010 9:22 AM To: Gray, Laura E. Subject: FW: ATT Tower @ Knapp St. Laura, James auto reply indicated he is out until Friday. Any idea if this is approved? Brian From: Noe, Brian Sent: Wednesday, December 01, 2010 9:17 AM To: Rabe, James E. Cc: 'Ken Franzen' Subject: RE: ATT Tower @ Knapp St. Good morning James, Have you reviewed and approved the revised plans for this. The last information I have from your department is a letter dated 11/10/10 that was requesting a site data table. Please advise if you have approved and we can issue the permits Brian Noe City of Oshkosh Building Systems Consultant 215 Church Ave. P.O. Box 1130 Oshkosh, WI 54903 -1130 Phone (920) 236 -5051 Fax (920) 236 -5084 12/15/2010 Page 2 of 2 From: Ken Franzen [mailto:kfranzen @ffi.net] Sent: Tuesday, November 30, 2010 8:26 AM To: Noe, Brian Subject: ATT Tower @ Knapp St. Brian, I was wondering if all approvals were done for the above mentioned site. It is ends of the month and I would like to get back today if at all possible. I would appreciate it. Thanks Ken Franzen Project Manager Site Development Services Fortune Wireless, Inc. Mobile: 414 721 -8433 Fax: 414 604 -0197 Website: Fortune Wireless Inc <http: / /fortunewirelessinc.com/ 12/15/2010 FROM O'HARE iNTERNATION AIRPORT: Take 1-190 E ramp on RIGHT -go 19 ml Take Exit IC (1-294 N,1 -90 W. Mllwaukee, Rockford) on RIGHT- go 0.2 ml Take F294 N (Milwaukee) ramp on LEFT- go 369 ml Continue onto 1-94 W (US-41 N)- go 33.3 ml Take Exit 316 (1-43 S, BYP 1-894, Madison, Fond du Lac) on LEFT- go <0.1 ml Take E43 S (1-894 W, Airport Frwy) ramp- go 5.1 ml Continue onto 1-894 W (Zoo Fn'ry)- go 4.5 ml Continue onto US-45 N (Zoo Frwy} go 20.1 ml Continue onto US-41 N- go 56.9 ml Take Exit 116 (WI -44, W1-91, South Park Av, Ripon Rd) on RIGHT- go 0.3 m1 Turn RIGHT onto WI-44 N (W South Park Av} go 1.3 ml Sear LEFT onto Knapp St- go 0.2 ml TRIP DISTANCE: 161 tulles, about 2 hours, 50 mins I DRIVING DIRECTIONS I RF; DATE: REAL ESTATE: DATE: at&t CONSTRUCTION: DATE: - xt RED AT&T M APPROVAL SOUTH PARK [W16033] Nov 23 201 OSHKOSH, WISCONSIN [)EPARNMEN CONSTRUCTION DRAWINGS CP�ONS R vcEQ�v� N iNSP 100' MONOPOLE NOVEMBER 2010 SHEET INDEX: NO.: PAGE TITLE: REV. T -1 TITLE SHEET 1 1 -3 p 0 C -1 SITE PLAN 1 C -2 COMPOUND PLAN — �1 L FENCE DETAILS WERn Ars 14 1'!f'. NORTH 1 S' +3-Us_c�l W711A.e '(� Y{ S -2 BUILDING ELEVATIONS 0 S -3 n 0 L -1 LANDSCAPING PLAN 1 A -1 TOWER ELEVATION 1 A -2 ICE BRIDGE DETAILS 0 A -3 ANTENNA DETAILS V E -1 ELECTRICAL NOTES wW AYR E -2 UTILITY RACK DETAILS wSn,A. 11 E -3 ALARM TERMINATION DETAIL 0 , W BOTTOM JUMPER & BIAS T DETAIL 0 C+r#FJ]QAvv IfAnXre WIWAra G -2 GROUNDING DETAILS 0 G -3 GROUNDING DETAILS 0 GA GROUNDING DETAILS 0 N -1 CONSTRUCTION NOTES 0 PREPARED BY OTHERS WIMAre i 7777V Y.- - •'- - •' - :n A. a '� YJIM Ara Jc W_121N A,# SITE LOCATION ol•- LkAan Ara F < ff Q S u erw A, r V' a C' 15 -5' SITE LOCATION MAPS FROM O'HARE iNTERNATION AIRPORT: Take 1-190 E ramp on RIGHT -go 19 ml Take Exit IC (1-294 N,1 -90 W. Mllwaukee, Rockford) on RIGHT- go 0.2 ml Take F294 N (Milwaukee) ramp on LEFT- go 369 ml Continue onto 1-94 W (US-41 N)- go 33.3 ml Take Exit 316 (1-43 S, BYP 1-894, Madison, Fond du Lac) on LEFT- go <0.1 ml Take E43 S (1-894 W, Airport Frwy) ramp- go 5.1 ml Continue onto 1-894 W (Zoo Fn'ry)- go 4.5 ml Continue onto US-45 N (Zoo Frwy} go 20.1 ml Continue onto US-41 N- go 56.9 ml Take Exit 116 (WI -44, W1-91, South Park Av, Ripon Rd) on RIGHT- go 0.3 m1 Turn RIGHT onto WI-44 N (W South Park Av} go 1.3 ml Sear LEFT onto Knapp St- go 0.2 ml TRIP DISTANCE: 161 tulles, about 2 hours, 50 mins I DRIVING DIRECTIONS I RF; DATE: REAL ESTATE: DATE: at&t CONSTRUCTION: DATE: - xt RED AT&T M APPROVAL SOUTH PARK [W16033] Nov 23 201 OSHKOSH, WISCONSIN [)EPARNMEN CONSTRUCTION DRAWINGS CP�ONS R vcEQ�v� N iNSP 100' MONOPOLE NOVEMBER 2010 SHEET INDEX: NO.: PAGE TITLE: REV. T -1 TITLE SHEET 1 1 -3 SITE SURVEY* 0 C -1 SITE PLAN 1 C -2 COMPOUND PLAN 1 C -3 FENCE DETAILS 1 C -4 CONSTRUCTION DETAILS 1 S -1 FOUNDATION DETAILS 0 S -2 BUILDING ELEVATIONS 0 S -3 EQUIPMENT LAYOUT PLAN 0 L -1 LANDSCAPING PLAN 1 A -1 TOWER ELEVATION 1 A -2 ICE BRIDGE DETAILS 0 A -3 ANTENNA DETAILS 0 E -1 ELECTRICAL NOTES 0 E -2 UTILITY RACK DETAILS 0 E -3 ALARM TERMINATION DETAIL 0 E -4 BOTTOM JUMPER & BIAS T DETAIL 0 G -1 GROUNDING PLAN 0 G -2 GROUNDING DETAILS 0 G -3 GROUNDING DETAILS 0 GA GROUNDING DETAILS 0 N -1 CONSTRUCTION NOTES 0 PREPARED BY OTHERS PROJECT DIRECTORY: ENGINEERING COMPANY: EDGE CONSULTING ENGINEERS, INC. 624 WATER STREET PRAIRIE DU SAC, W" 53578 CONTACT: OTTO DINGFELDER PHONE: 608.644.1449 FAX: 608.644,1549 CLIENT: GOODMAN NETWORKS 900 NATIONAL PARKWAY, SUITE 320 SCHAUMBERG, IF 601735122 CONTACT: JOHN WALLACE PHONE: 312.961.559 SITE ACQUISITION: FORTUNE WIRELESS VENTURES, LLC 3002 SOUTH 46TH STREET MILWAUKEE, W153219 CONTACT: KEN FRANZEN PHONE: 414.721,843 3 SURVEYOR: MERIDIAN SURVEYING NB774 FIRELANE 1 MENASHA, WI 54952 CONTACT: CRAIG KEACH PHONE: 920.993.0881 FAX 920.273.6037 I PROJECT INFORMATION: I SITE LOCATION: 1221 KNAPP AVE OSHKOSH, WI 54902 SITE N: WI6033 FA If: 10145355 PROPERTY OWNER: WINNEBAGO COUNTY 448 ALGOMA BLVD OSHKOSH, WI 54903 CONTACT: MARK HARRIS PHONE: 920.236.4896 lA INFORMATION (NAD 1983/91) (PER SURVEY) -TOWER BASE- LAY: 44'M0- 27.53" LONG: 88 °-33- 51.25" GROUND EtEVATION (NGVD 29): 761.2' PLSS INFORMATION: PART OF NEI/4 OF THE NE114, SECTION 27, L18N, R.16E, CITY OF OSHKOSH, WIN NEBAGO COUNTY WISCONSIN PARCEL N: 91307370000 ZONED: M3 UTILITY INFO: ENGINEER SEAL �' 1, l�tl�nr I HEREBY CERTIFY THAT THIS PLAN SET WAS O PREPARED BY ME R E THANHE�EXCEP11ONS ELECIREC SERVICE F'r20V96EfY, \S'iiCONSkti PBLIC SVICE PHONER U BUCS ER ��``'� • 1 �� C, SUPERVISONOTH NOTED IN THE SHEET I N D EX TELCO SERVICE PRCMDEfL AW - 0 \ ! ADUY LICENSED PROFESSIONAL ENGINEER PHONE. I Z 28a2020 DAVID C 1 UNDFR THE LAWS OF THE STATE OF WISCONSIN, TO OBTAIN LOCATION OF PART1Ci7Ar1TS' LY S H E K UNDERGROUND FACILITIES BEFCIRF YOU DIG IN = ' - -_ WISCONSIN, CALL DIGGERS HOTLINE 39472 � ¢ y IF-- -0 PRAIRIE D U SAC, W TOLL FREE: 1-800 -2"- &511 Oft � G W1 �]. Slgncrtur ©: - PIOI ,`` AN V.1 IE O S SrO M A� Eve: S TAMF RE PAYS , •' 77 kill 11IIIIll11 140ll_EE001El'OUEKCAVAIE 6 r L � E IL - o o W uasg C 5 Q o U �z X02 W 0 W 0 W 4 = JaN 0 0 PREDV Tr.,vcos: A MRIVI "Lkge CDS- 07.27.2010 D c D E SIAWED FN4LS 0 Fl`IPL CM -10- 242010 I FMAL COS -11- 15-2010 3 d DRAYdJ BY: M: /IMH OGD CH{KIDBY: KCB PLCT DATF: 11/1512010 PROACT k "yo T1tE PtCiI r1.�E,n SHEEr U.IV EER T -'1 Q EDGE C01iV -nriG EPlG,V {ER; 1NC PROJECT- SOUTH PARK #W16033 SURVEYED FOR: EDGE CONSULTING ENGINEERS, INC. 624 WATER STREET PRAIRIE DU SAC, WI 53578 AND SURVEYED FOR: AT &T MOBILITY 930 NATIONAL PARKWAY SCHAUMBURG, IL 60173 I-- li LEI Ljj 0 V1 p rn�rwc �� y / lroust �,�Q_ 74-4 P.4raz NQ. OT z C.5 _M. NO 1804 + 3 PROPERTY OWNER: v `� PROP s, WINNEBAGO COUNTY �� 41.. E 1aisE 448 ALGOMA BOULEVARD LOT L f � ♦- OSHKOSH. WI 54903 csK �3v24 I; •, � ?! V PARCEL. Na.: 91307:370000 SITE ADDRESS: SOUTH PARK - LEGEND- 1 440. w OSHKOSH, 141 549D2 1" X 24' IRON PIPE SET ZONED: M3 LOT 2 Office: 920 -•993 --0881 • = 1 "' IRON PIPE FOUND ([[ i I ❑ = 8" NAIL SET " Irma BE- NCHMARK WromATION I I .• �'� / �,�11 tie SITE BENCHMARK: (BM A) d ! � 1 d SET CHISELED SQUARE ON THE SOUTHEAST FOR Na. ® i a• 3$ 334 0' 1-11 ,._1� CORNER OF CONCRETE STOOP, LOCATED / / %\- AT J AT THE SOUTH SIDE OF BUILDING I / ELEVATION: 762.37' 1344127 A0 �.•", / ��(2 LOT 3 LOT 84 f 40W 4Ta. t f // �� 1 f ,F_ab14FEG ff o9f}��ry!}1Db12if.' f ` ©ulLOYO LX1511riin,• qen GARDEN HOId ( 5 — /9Ur L0. �r ! 6• - - - I I - J - j r` fylif'�i! r1' ✓.' ♦;ff�t7 S7� -OPL- - -- - tWL- - 'DPL ' j r v „_..`..�..�•.�..— .�.. R[GHT- OF�WAY LINE I, Craig A Keach, hereby certify that none of the property descriNd hereon is Wah`n a flood p!aln or wetlands area as defined by FEMA of Wisconsin DNR SURVEYOR'S CERTIFICATE I, Craig A Keach, Wisconsin Regslered Land Surveyor of Meridian Surveyng, LLC , certify that I have surveyed the described properly and that Lhe map shown is a true and accurdte representation thereof M the best of my knoWedge and belief, Dated lKs Z$�+~ day of 0 Craig A tAND Z 4t RIGHT -OF -WAY LINE �iitl Fl I1I�FF GRAPHIC 0 so 11 "X17" -1 "=100' 22" X 34" - 1" = 50' l % NE CORNER � /,MM w SECTION 21 ''` + : ; :•� lrfl PLYY 4W.' 7 ION, R.16E. LOT 27 (BERNTSEIN VON, FND) f I : frstwl • .tia LOT 7 I v] I � g t ' 2 u #187 -AA31 511t NAM SITE ADDRESS: SOUTH PARK - LEGEND- 1 440. W6033 OSHKOSH, 141 549D2 1" X 24' IRON PIPE SET �7f90 ( I 9l T7.^ LOT 2 Office: 920 -•993 --0881 • = 1 "' IRON PIPE FOUND ([[ i I ❑ = 8" NAIL SET " Irma - 4 COUNTY MONUMENT FOUND f 7_I� -Ia FOR Na. ® CONDUIT I o DOWN SPOUT 9,�ojJ�v,QO { ks�soALl 9 = GAS METER I TELEPHONE PEDESTAL t i LOT 2 I LoL21 ° 1 = 0 w LIGHT POLE STORM INLET (ROUND) r' P1'G�Z h :.r. - v - ' • ` •.; c .:J : fi G - MANHOLE 1r+EE5 t � �• I O = 'EU WOOD POST ✓f �� 79 �� I I = r__l = EXISTING POWER POLE DOOR I -OPL- = OVERHEAD ELECTRIC I — — = PROPERTY LINE I = CEDER TREE P.44'G1r! A40.. " I ��' °° 428 CR�SrP�G = EXISTING TREE PRQ°E4PlYON4E4P LOT 18 c? 1� i 511t NAM SITE ADDRESS: SOUTH PARK 1221 KNAPP STREET 1 SITE NUMBER: W6033 OSHKOSH, 141 549D2 MERIDIAN SUR j /1?4'1NG, 1.L C N8774 Firelone 1 Office: 920 -•993 --0881 Menasha, Yd 54952 Fax: 920 -273 --6037 i.> 1187 -PP31 X) Lt 7 G C n E rl PROPOSED TOWER BASE LATITUDE: 44'- 00'- 27.53" LONGITUDE: 88'-33'-51.25" (Per North American Datum of 83/91) Ground Elevotion: 761.2' (Per Notionol Geodetic Verlicol Datum of 1929) NOTE: NO TITLE SEARCH FOR PARCEL OWNERSHIP OR EXISTENCE OR NONEXISTENCE OF RECORDED OR UNRECORDED EASEMENTS HAS BEEN COMPLETED AS PART OF THIS SURVEY I" W zo r� wW x b ~ 0 a War w Of 0s w d00 Cr a !n Z- Z , of a� 1 a, 0 o W z n 0 w D z U — VICINITY MAP— W. 1 BEING A PART OF THE NE1 /4 OF THE NE1 /4, SECTION 27, T.18N., RAISE., 13TH WARD, CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN r IAannrvBY- l/. D. I "r% T -12 -10 I CWCKED 8r> C.A.K. , Na. 604.E -8705 f7f10 80W, PCB 41 - m Y R 4� W I E114 CORNER SECTION 27 T 18K R 16E (CHISELED `X' FND ) LEASE EXHIBIT f 7_I� -Ia FOR Na. 0ATt AT &T MOBILITY BEING A PART OF THE NE1 /4 OF THE NE1 /4, SECTION 27, T.18N., RAISE., 13TH WARD, CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN r IAannrvBY- l/. D. I "r% T -12 -10 I CWCKED 8r> C.A.K. , Na. 604.E -8705 f7f10 80W, PCB 41 - Eti5 0 428. — PROPOSED I Y `-r i i TOVER 0 9 I 4 ; LEASE PARCEL � I I �U 4,500 SO. FT- 0 ml I I I I of O v S89'- 32' -41 "W 60.00 I plFf G/L 30' VIDE UTILITY AND INGRESS/EGRESS EASEMENT I d 7 0 589'- 3 -4T' _ 67 ,50' r r 30.00 A ' r 37, 50' °�. S0O'- 27' --19'E �_,_POINT 'A' ,/I I, Crag A Keach, hereby certfy that none of the property described hereon is with'n a food p!ain or wetlands area as defined by FEMA or 4sconsin DNR. SURVEYOR'S CERTIFICATE I, CfaS A Keach, Wisconsin Registered Land Surveyor of fledd an Surveying, LLC., certify that I have surveyed the described properly and that the map shomn is a [rue and accurate represerlaWn thereof to the best of my kncrMedge and belef. `l7 ,14U 7.71, 1i / Ire t d i� GRAPHIC SCALE 60 0 30 60 120 11" x 17" — 1" = 60' 22" x 34" — 1" = 30' Oatedlr's Z f`+ day a G�'0 .olo . BENCHMARK �'•., 41 RV 4 � ,5'� SITE BENCHMARK: (8M A) SET CHISELED SQUARE ON THE SOUTHEAST CORNER OF rl. •O r ' ' FftrUlAl;DSURV£Yn CONCRETE STOOP, LOCATED AT THE SOUTH SIDE OF BUILDING A r ° ' S "2 `� ELEVATION; 7 62.37' - LEGEND- O I G R A S S N89'- 32' -4I'E • I 6D.00 S�W- 32' -41'W 0 = 8" NAIL SET Q Q76 . 1 7.50' 421 COUNTY MONUMENT FOUND ® = o I] = DOWN SPOUT 0 = M� 10 = 0 = LIGHT POLE O = STORM INLET (ROUND) o = N 0 = WOOD POST 7 N a 0 428. — PROPOSED I Y `-r i i TOVER 0 9 I 4 ; LEASE PARCEL � I I �U 4,500 SO. FT- 0 ml I I I I of O v S89'- 32' -41 "W 60.00 I plFf G/L 30' VIDE UTILITY AND INGRESS/EGRESS EASEMENT I d 7 0 589'- 3 -4T' _ 67 ,50' r r 30.00 A ' r 37, 50' °�. S0O'- 27' --19'E �_,_POINT 'A' ,/I I, Crag A Keach, hereby certfy that none of the property described hereon is with'n a food p!ain or wetlands area as defined by FEMA or 4sconsin DNR. SURVEYOR'S CERTIFICATE I, CfaS A Keach, Wisconsin Registered Land Surveyor of fledd an Surveying, LLC., certify that I have surveyed the described properly and that the map shomn is a [rue and accurate represerlaWn thereof to the best of my kncrMedge and belef. `l7 ,14U 7.71, 1i / Ire t d i� GRAPHIC SCALE 60 0 30 60 120 11" x 17" — 1" = 60' 22" x 34" — 1" = 30' Oatedlr's Z f`+ day a G�'0 .olo . BENCHMARK �'•., 41 RV 4 � ,5'� SITE BENCHMARK: (8M A) SET CHISELED SQUARE ON THE SOUTHEAST CORNER OF rl. •O r ' ' FftrUlAl;DSURV£Yn CONCRETE STOOP, LOCATED AT THE SOUTH SIDE OF BUILDING A r ° ' S "2 `� ELEVATION; 7 62.37' GRAPHIC SCALE 20 0 TO 20 40 11 "x17 " --1 "— 20' 22" x 34" — 1" — 10' = - LEGEND- 0 = 1" X 24" IRON PIPE SET • = 1" IRON PIPE FOUND 0 = 8" NAIL SET = COUNTY MONUMENT FOUND ® = CONDUIT I] = DOWN SPOUT 0 = GAS METER 10 = TELEPHONE PEDESTAL = LIGHT POLE O = STORM INLET (ROUND) o = MANHOLE 0 = WOOD POST GRAPHIC SCALE 20 0 TO 20 40 11 "x17 " --1 "— 20' 22" x 34" — 1" — 10' = EXISTING POWER POLE UTILITY NOTE: THE LOCATION OF THE EXISTING V- = DOOR UTILITIES, AS SHOWN ON THIS PLAN, AR — OPL -- = OVERHEAD ELECTRIC APPROXfMATE ONLY IT SHALL BE THE — • = PROPERTY LINE RESPONSIBILITY OF THE CONTRACTOR TO Win EF L VERIFY ACTUAL LOCATION AND DEPTH 0 M = CEDER TREE ALL EXISTING UTILITIES. THE OWNER AND THE SURVEYOR SHALL NOT BE = EXISTING TREE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM THE LOCATION SHOWN, Rw x4 47 N F 0V) .ALL OR oe Z 60 7n - S�Nr sL M in W rr� iE ° CALL LiW;ERS WILnA %LL FREE C C) Q 0 1tl�h"t7? -8511 r r,, ur 6a, Z WE a ,r•t j W a y+.L1eIN'. w w m Win EF L d LEASE PARCEL A part of Lot Three (3) and Lot Eighteen (18) in the Subdivision of the Northeast Quarter of Section Twenty-Seven (27), Township Eighteen (18) North, Range Sixteen (16) East, 13th Ward, City of Oshkosh, Winnebago County, Wisconsin containing 4500 square feet (0.103 acres) of land and being described by; Commencing at the Northeast corner of said Section 27; thence SOO- 23' -34 "E 1026.69 feet along the East Line of the NEI /4 of said Section 27; thence S89- 32' -41 " 428.95 feet to the point of beginning; thence SOO- 27' -19"E 75.00 feet; thence S89-32'-41"W 60.00 feet; thence NOO- 27' -19 "W 75.00 feet; thence N89- 32' -41 "E 60.00 feet to the point of beginning being subject to any and all easements and restrictions of record. 30 FOOT WIDE UTILITY AND INGRESS/EGRESS EASEMENT A part of Lot Three (3), Lot Six (6), and Lot Eleven (11), in the Subdivision of the Northeast Quarter of Section Twenty -Seven (27), Township Eighteen (18) North, Range Sixteen (16) East, 13th Ward, City of Oshkosh, Winnebago County, Wisconsin containing 9,908 square feet (0.228 acres) of land and being Fifteen (15) feet each side of and parallel to the following described line: Commencing at the Northeast corner of said Section 27; thence S00- 23' -34 "E IO26.69 feet along the East Line of the NP-1/4 of said Section 27; thence S89- 32' -41 "W 421.45 feet; thence S00- 27' -19 "E 90.00 feet to the point of beginning; thence S89- 32' -41 "W 37.50 feet to a point herein after referred to as Point "A'; thence continue S89- 32' -41 "W 30.00 feet to the point of termination. Also beginning at said Point "A" thence S00- 27' -19 "E 33.33 feet, thence S37- 46' -29 "W 101.08 feet; thence SOO°- 06' -I1 "E 128.36 feet to a point on the North Line of Osborne Avenue and the point of termination. The side tot lines of said easement shall be shortened or lengthened to terminate on the North Line of Osborne Avenue. 15 FOOT WIDE UTILITY EASEMENT A part of Lot Three (3), Lot Six (6), and Lot Eighteen (18) in the Subdivision of the Northeast Quarter of Section Twenty-Seven (27), Township Eighteen (18) North, Range Sixteen (16) East, 13th Ward, City of Oshkosh, Winnebago County, Wisconsin containing 1,350 square feel (0.031 acres) of land and being 7.50 feet each side of and parallel to the following described line: Commencing at the Northeast corner of said Section 2.7; thence SOO- 23' -34 "E 1026.69 feet along the East Line of the NF-1/4 of said Section 27; thence 589- 32' -41 "W 421.45 feet to the point of beginning; thence SOO- 27' -19"E 90.00 feet; thence S89- 32' -41 "W 37.50 feet; thence SOO- 27' -19 "E 33.33 feet; thence S89- 56' -02 "E 428.56 feet; to a point on the West Line of Knapp Street and the point of termination. The side lot lines of said casement shall be shortened or lengthened to terminate on the West Line of Knapp Street. CFi 1 !(E- A • ,1 R•9 ;t r, �rl i, !!1 1l 111�i IL NR ML. SITE ADDRESS: JrIJ PArtK 1221 KNAPP STREET E NUMBER: W6033 1 OSHKOSH, 1N 54902 MERIDIAN N8774 Firefane 1 Office: 920 - 993 -0881 Mennsho, M 54952 Fox: 920-- 273 -6037 LEASE EXHIBIT FOR AT &T MOBILITY BEING A PART OF THE NEI /4 OF THE NEI /4, SECTION 27, T.18N., R.16E., 13TH WARD, CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN 1 7-13 -10 Preft1hory Survey J,0, 140. OAUE I t7ESCRIPTION BY DRAW 8M. J. D. nrl0 *a wr 7 -12 -10 CY+fLrrEt? 9Y C A. K. Frr1[t vopK.• M -18, PG. 41- 42 as >Ya: 6043 - 8705 SwEr 3 or ^AAhV, L- o p� T1NG OVERHEAD ELECTRIC LINE w LOTS � PI Y / / LOT M M311N BUMNG MSTINGBUILDING � ,F]0$T1 \G�UfLD]NG ,%i' ELECTRIC LINE LINE-- LxISTING ASI'I - IfLLT PARKING LOT �{1 I 16J4 ItAl POS ED T LE y e 13IR0 1 S EYE VIEW [LOOKING NORTH] EX451{NGFENCED COFAPO4JND - r LOT U IE 0 BRLIS}t LINE LOT 2 — X -X X i I LOT2 O I m A PROPOSED LANDSCAF SEE L-1 FAR DE CE 1 t PR 7 E, �CNOPOLE A PRO ED AT✓FT / UIPh1M SHELTER` 12'-0' MID, VE55 DRIVE T~ � BRUSH LINE LOT 29 LOT 21 —LOT LINE 55'L& x 75'{I' yf OOjvIPOIJNh — —- -- --- LOT UNE— --- z 61y-(r 75�'1Y Q z m LOT18 E79S11tiG 8Ul N'G '— -- — -- z LOTUNE— 1G ` x �rPaSFiNGEE3rCE D v"11`!"ou DING Z X X OT3 / E>;15TINa P( EMTING POWER POLE #186 -W7AND TELCO SOURCES S, i1F 12x1 C AL PROVIDERS UTILITY SOURE WTIH LOCAL IDERS 34 3E 3E 3E X X —LOT LINE/ FENCW,%E 1 aSTING OVERHEAD ELECTRIC LINE — - - — CL CF PROPOSFD EAS YADE UTILITY EMENT PRO�SED UNDERGROUYD UTI9 CONDUII ROVRNG: 1 f 1 AOPAC Y Rf AYLI V �w Th 3JFAkLC PnlA4 ] Aran TFI C CL Of PROPOSED 304' MADE ACCESS AND UTBITY WIMENT: . ( f + I I L(J7 b I I PaoPEiTY uFlE— I I °HUH£ -- -0NE I MST= OVERHEAD ELECTRIC LIVE SITE DATA TABLE: TOTAL SITE AREA - 5,451 SQUARE FEET (0.13 o +..-.� ACRES) TOTAL DISTURBED AREA - 5,6.51 S'QUARF FEET (0.13 ACRES) W PERVK)US AREA BEFORE CONSTRUCTION - D S©AURE FEET 11JPERVIOUS AREA AF€ER CONSTRUCTION - 400.5 S@UMF FEET (0.91 ACRES) OHE EMSILUG ASPHALT (- PARKING LOT f PROPERTY LINE / MGHT OF OBBORN AVENUE F313TIN^G POAlER POLE E11111NG PO'IVER POLE #187 -CC47 AND TELCO PEDESTAL #C COR 1301; VERIFY EXACT UALIW SOURCES WITH LOCAL PROVIDERS ---------C FfE — FROPERTY LINE I RIGHT OF WAY y a N A C m i 0 a K 4 I #1 1 #1871P31 I F'REUVI1117 I A "1111Vl'1ARrrns -07-27 -2010 B C D E SMIMPED RMLS 6 Fl1IAL COS -10 ?2010 1 FVMCDS- 11 -15W10 2 I o � 30-V 0 30' -0' 604 SCALE: 11' X17 - 1' - 60-0° 22'X34'- 1' -30-0' DRAWN BY: F.17 7..41 oc-9 CH =[ICED BY. xca PLOT DATE. 1111612070 PROTECT C bw9 FILE NMIE: C-1 -dal S?IEET 7FlN3ER C - 1 Q EDGE CONSUX G ENGINEERS. INC. F L r O W 043 W 3 o 2 $ $ C a 4 0 z A ED z D -i m Z - D d u. 1 4Lr I I Lu Q Lo D I 0 Lo i () D #1 1 #1871P31 I F'REUVI1117 I A "1111Vl'1ARrrns -07-27 -2010 B C D E SMIMPED RMLS 6 Fl1IAL COS -10 ?2010 1 FVMCDS- 11 -15W10 2 I o � 30-V 0 30' -0' 604 SCALE: 11' X17 - 1' - 60-0° 22'X34'- 1' -30-0' DRAWN BY: F.17 7..41 oc-9 CH =[ICED BY. xca PLOT DATE. 1111612070 PROTECT C bw9 FILE NMIE: C-1 -dal S?IEET 7FlN3ER C - 1 Q EDGE CONSUX G ENGINEERS. INC. i". W-0 PROPOSED SITE LOCATION [LOOKING NORTHWEST) 14 k; I -4k I'/ / az -jop PROPOSED SITE LOCATION (LOOKING SOUTH) - PR OPOSED SEE L I F1 )R DE 22-0 AT &T E EA 'OSED x 76"-. E. 761.71 —7 PROPOSED W-rj'x 75'-0' 'ENCE COMP(ox . 7763°' AT&T LEASE AR -X-X-x x-X X x m PROPOSED - x GRAVEL "�,POUND x EMPING DITCH UNE ASHPAL] XXX TO BE EMOVED x � / �� I ! I i II I x x 0 x 12-0 I PRO FY LINE (LOT 18 & LOT 3) L FE P. 762,3' . I 1 I 3 - TOTO'1J`Lr?CE FR 0'0 25' 10 TQWER CENTER FROM EAST FENCE LINE T.O.0 769.8 PROPOSED 100' -0' MONOPOLE x A — x PROPOSED 12'1' CE BRIDGE X 0 PROPOSED GPS Will` NIOUINTED ON FI71T EQUIPMENT BJLDI1 PROPOSILDA1111 1. K ICE BRIDGE POST; SEE D DIN2 Qj \ I II X EXiSTING WOOD POST CTW.�. �RCM.Ovll AS IJECESS.M E)GS71NG ADJACENT MI-DING PROP05EDMUMIIETER LITILFrY RACK E E WITH FIBER BOK SEE E -2 FOR Z DETAILS d � I 0 0 T l x I II L: 160 a PROPOSED 12'VADE ".. 7 61. 5 -0 DOUBLE- SMING ACCESS GATE PROPOSED CONCRETE - FILLED X v 4 PRCPOSFD 112AMFCRMERAND TFICO BoL-LAqW:qEEDETAJ OIC4 I I PEDESTAL; VERIFY EXACT LOCALON V.11H LOCAL UTILITY PROVIDER E. 761. D C r 2 2 J 0 2 (L w u U) trr 2 iw (3 LQ a 0 0 U) A pl STAWED FINN S: 0 1 FINAL CDS - 10-29-201 i lw�ALCDS-11. 15-201c A A 4 12'4)'V.7DE ACCESS GATE PRM5E ffEST D BURED UTIA SOURCES MAPPROMMELY TO � UTILTY Y.03 FiOTCAM P ROPOSED bt,'U' FEN(AL) (-wQ, M, PUX PROPOSED 12' -0' ASPHALT 011WE - — - - - — - - - - - — - - - - — - — - — -- --------------- - - - - -- — — — — — — — — — - CL OF PROPOSED 0 ACCESS AND UTILITY EASEMENT PROJECT Jr. RLE IMME: S!iELI II-JWER SCALE: 1 x 17 22 x W- I'= C-2 REFERENCE NOTES: O 4' DIA. SCHEDULE 40 GALVANREDSTEEL CORNER AND GATE POSTS: PROVIDE END CAP. O 3' DIA- SCHEDULE 40 GALVANIZED STEEL INTERMEDIARY NNE POSTS, TO BE EQUALLY SPACED AT MAXIMUM 8' -0' O.C_ PROVIDE END CAP. Q 2'WELDEDSTEEL GATE FRAME HEAVY DUTY BUTT HNGES 3/8' DUt TENSTON ROD O 1' x 6' DOG-EARED VERTICAL CEDAR PLANKS SECURED TO FIORQONFAL RAILS. FINISH WITH CLEAR WOOD SEALER, O 2'x W HORUONIAL CEDAR BACKING RAILS SECURED TO FENCE POSTS WITH MANUFACTURER APPROVED HARDWARE FINISH WITH CLEAR WOODSEALER. LATCH WITH PADLOCK ON EXTERIOR GATE (GRAINGER 91XMN8 OR EQUIVALM. O 6'x6'HANDHOLE FORCHNN LOCK 10 TAYHOPE MULTFIENANT LOCK (OR EQUIVAL END 11 CONCRETE PIER FOUNDATION: TO ACHIEVE AM'NIMUNI STRENGTH OF 300.7 0 PM AT 28 DAYS. CONCRETE DEPTH TO BE A MINIMUM Of W BELOW FROST LINE (48' MINIMUNI. TYR). SEE DETAIL FOR PROPOSED DW.IETER. 4 � T l sI \ \ 1 1 1 1 12' -0' \&IDE DOUBLE SWING ACCE I I 10 I SECURE CEDAR BACKING RAILS TO STEEL -� GATE FRAME WITH APPROVED HARDWARE PLAN VIEW I l FENCE POST SPACING r � 1 d W o 4 z C a IS ° 6'-0' GATE r f flI r rI 6' -0' GATE IF I qflE ii" ;;' ill t, I 1 I I t • tr �� � ��� i ��� ��11r � I B• II ,11 �� � � ' I � I � 7�i I���� t �i ����� � ��� � � � 1 1 J 1fI 1 I I t , 1, ,I I INS Lo I r 9 10 FENCNa NOTES II f I 1M � I I CO W NTRAC74R TO FOLLOWV UFAC U.RE � AL i ' MAN T RINST LATION RECOMMENDATIONS. ALL HARDWARE TO FOLLOW - MANUFACTURERSPECIHCATIONS. Q � II J J I N \ \\ SECURE CEDAR BACKING RAILS TO STEEL G SE L' F',RO :ITH DHA. W p FINSHED GRADE FI "ISHED GRA�7E CONFOUND GRAVEL (TYP.)� = z- I _� I I -I F- El LI I I I I I III 1 1 I II i ---I I 1 1 II I I 1 I I I I I I I I I I I I I I I I DOSRNGSOILS 1 J a . PREUV"Y CDS 1T T -0' 10' A FREL)ViNA-,YCD3- 07- 2Z -20I0 - CEDAR PRIVACY FENCE DETAIL - INTERIOR VIEW a Q EEIGECONSU.T1GFJdSi'TEER3.INC. G? SCALE: 11 "X 1T- 1J2' =1 " -0' 22'x 34'- 1'- 1' -0' STAYPED F]NALS. GENERAL NOTES a WMCDS- 1¢n2070 1 FITlALCDS -N- 1&2010 1.6 SCOPB 3.0 FENCE POSTS: 4.0 FENCE ENCLOSURE: 2 1.1 THIS SECTION COVERS THE REQURREMENTS FOR THE MATERIALS AND THE CONSTRUCTION OF SITE FENCING. 3;1 LOCATION OF CORNIER POSTS SHALL BE DETERMINED FROM STAKES AND PROPERTY PIN$ BTSTALLEO BY THE REGISTERED LAND 4.1 ENCLOSURE BACKING RAILS 10 CONSIST OF 2 INCH (2') BY 4 INCH (4') NOM,N.AL CEDAR PLANKS. ALL CEDAR TO HAVE CLEAR I SURVEYOR UNDER CONTRACT FOR THE PROJECT. IF THE STAKES ARE NOT PRESENT OR DO NOTCONFORM TO THE SIE PLAN. WOOD SEALER FINISH. 4 CONSULT WMTH THE PROJECT MANAGFR., 42 ENCLOSURE BOARDSTO BE HEAVY DUTY 1 INCH (1') BY 61NCH (6) NOMINAL CEDAR PLANKS. ALL CEDAR 10 HAVE CLEAR WOOD DRM%N BY: 2A SPECIAL REQUIREMESNITS 32 CORNERSAND GATE POST FOR STIE SHALL BE 4' DIA SCHEDULE 40 GALVANIZED PIPE. INTERMEDIARY POSTS SHALL BE 2 -1 OR 3' SEALER FINISH. DLA. SCHEDULE 40 GALVANIZED PIPE, I1 1/ �� r oGo 2.1 ALL FIIIINGS, HARDWARE AND STEEL MEM.8FR5 USED FOR SITE AREA FENCING. SHALL BE HOT DIPPED GALVANIZED (ASTM Al 53) OR 43. ALL ENCLOSURE BOARDS 10 BE SECURED TO FENCE POSTS W11H MANUFACTURER APPROVED HARDWARE. CONTRACTOR TO CHECTC:D Bl% OTHER APPROVED NON CORROSIVE MATERIAL AND CONFORM TO FEDERAL SPEC RR-F -191G (1.2b74). 33 CORNER POSTS SHALL. BE SET IMTHIN ONE INCH (I') OF D;MENSIONS INDICATED OWN THE SITE PLAN. FOLLOW MANUFACTURER RECOMMENDATIONS AND SPECIFICATIONS, Kcs 22 ALL NONCORROSVF MATERIAL SHALL BE PRE- APPROVED BY THE PROJECT MANAGER. 3.4 FENCE POSTS SHALL BE VERTICALLY PLUMB IN ALL PLANES WWTIHIN 1 INCH (1/2'), POT DAIL 23 ANY DAMAGE TO GALVANIZING OR NONCORROSIVE COATING DURING CONSTRUCTION SHALL BE REPAIRED ACCORDING TO 3,5 CORNER AND GATE POST FOUNDATIONS SHALL BE A MINE \SUM FOUR FEET (4) DEEP OR SIX INCHES (6) B €LON THE FROST NN'E, 5,0 GATE: 11/1612010 MANUFACTURER S RECaMMENDED METHODS. WH:CHEWR IS GREATER, WITH MINIMUM THREE INCH (3') CLFA.RANCf BETWEEN BOTTOM OF POST AND BOTTOM OF THE HOLE. 5.1 LOCA71ON OF GATE SHALL CON«7[FPN7 TO THE SHE PLAN. GATE SIZE SHALL BE 12 -0' WIDE (UNLESS OFHERW75E NOSED). PROJECT Te: 2A ALL WOOD TO BE CEDAR WITH CLEAR WOOD SEALER FISH. 3.6 POST FOUNDATIONS GATE ATTR C07NN2 POSTS SFLALL BE 121NCHES (12') IN DUWJJEIER. INTERMEDIARY POSTS FOUNDATIONS SHALL 5D74 BE 10 INCHES (1(L) IN DIAMETER. 52 GATE HWAf 1O BE CONSTRUCTED OF 2 INCH (2') WELDED STEEL WITH HEAVY DUTY HPNGES, CONTRACTORTO FOLLOW MANUFACTURER RECOMMENOAT1ONS AND SPECIFICA110,NS, FILE NF.Mc 3.7 LINE POSTS BETWEEN CORNER AND GATE POSTS SHALL BE EQUALLY. SPACED WIN AN EFGHT HOOT (8) F4AMMUM SPACING. GATE G3,d POST LOCATIONS SHALL BE IN ACCORDANCE WITH SITE PLAN ANDSHALL BF VFRIFIFD WITH THE PROJECT MANAGER. 5.3 GATE H NGES SHALL PROVIDE FOR 180 DEGREE RADIUS GATE 9VANG. ANY HINGE NUTS SPALL BE ON THE INSIDE AND DOUBLE -NUT TO DETER UNAUTHORIZED ENTRY, S' IEET IJJV hEk 3.8 ALL POSTS $HALL BE CAPPED. 5A GATE SHALL BE INSTALLED PLUMB AND SHALL OPEN AND CLOSE FREELY. 3.9 ALL FOUR CORNERS POSTS AND BOTH GATE POSTS SHALL BE CONNECTED TO THE SHE GROUNDING SYSTEM (REFER TO GROUNDING SYSTEM STANDARD}. 5,5 GATE POSTS SHALL NOT BE SHARED _ AS ACM14ER POST.. Q EEIGECONSU.T1GFJdSi'TEER3.INC. NOTES: REMOVE ALL TOPSOIL ORGATJIC MATERLAL AND WET OR POOR SOILS ALONG ACCESS DRIVE CONTRACTOR TO RMBVSHE CONDITIONS AND CC%4SULT GEOTECHFF'.CAI REPORT FOR ANTICIPATED DEPTH OF SOBS THAT VALE REQUIRE REMOVAL IF POOR SOILS ARE ENCOUNTERED AT A DEPTH OF MORE THAN 12', CONTACT CONSTRUCTION MANAGE? FOR GUIDANCE. SUBGRADE TO BE COMPACTED TO 95% MODIHED PROCTOR AND VERIHED BY PROOF-ROLL OR GEOTECHMCAL RECOMMENDATIONS, CONSULT GRADING PLAN OR SHE PLAN FOR FINAL SHE GRADES. RESTORATIOT:: THE CONTRACTOR SNAIL BE RESPONSIBLE FOR ASPHALT ACCESS DROVE REPAIR AND RESTORATION FOLLOWING CONSTRUCTION COMPLETION, ANY DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO THEIR OMGINAL 07 BETTER CONDITION UPON COMPLETION OF WORK NOTES PIER REINFORCING USED FOR UTILITY PACKS AND ICE BRIDGE POSTS MAINIAIN 3' MINIMUM REBAR COVER IN ALL DIRECTIONS. PEER FOUNDATION DEPTH TO BE A MINIMUM OF 48'; DEPTH TO EXCEED LOCAL FROST DEPTH. 3' DIA. SCH 40 GALVANUED STEEL POST (TYP.) 0 C E 0 W C 2 S n a C Q 0 U ASPHALT MVE REQUIREMENTS; THIC)GJESS OF ASPHALT ACCESS DRIVE BASE COURSE TO BE DETERMINED BASED ON THE ENSTIYG SOIL BEARING CAPACITY: BEARING CAPACITY REQ'D AGGREGATE TH10(NESS 1000 PSF I 15W PST 12' MIN _ 2 2000 PSF 8' 1,914. SEE DETAIL 'A HIGH PERFORMANCE, WOVEN GEOTEXTIU FABRIC MAY BE USED TO REPLACE 6' OF AGGREGATE (f WM LIP 270 OR EQUIVALENT) IF POOR OR %YET SOILS ARE PRESENT BELOW BASE COURSE, CONTRACTOR TO INSTALL 6 MIN. WELL -GRADED GRAVELISANDSUBJIASE TO FACILHATEADEQUATE DRAINAGE AND STABILITY. FOR ACCESS DRIVE SLOPESGREAIER IRAN U) %, CONTRACTOR TO USE kl RWl HP270 OR EQUIVALENT GEOTEXTILE FABRIC, CONSULT GEOTECFIMCAL REPORT FOR ANTCIPALED SOIL CONDRONS. WIDTH OF BASE COURSE AND SUBBASE TO EXCEED 1-3/4' HOT MIX ASPHALT (HMA) PAVEMENT SURFACE COURSE FINAL ROAD SURFACE BY P-W MIN. ON EACH SIDE (E-1 DOTSUPERPAVE 125mm. PG58 -28 BINDER) 13/4' HOT MIX ASPHALT (HMA) PAVEMENT BINDER COURSE (E-1 DOT SUPERPAVE 12Smm. PG68 -28 BINDER) C C 6' -0' CL OF PROPOSED ASPHALT DRIVE 1'-0'MITJ• 20- /- TO BE WABOVE EXISRNG GRADE I 02% If4'PER FOOD) } {. l.� i I ASP}IALTCOU:RS€ f A ! 1 .t,i �Y ` .1 ,�t•7. t _..� It � ,r` , Cif., ; Al hRS E- GRAVEL COU7.�E -. - _i -JI I II I � �I - I 11 —I BASE COU RSE I III -1 LI I I I —I I I 1 11 I I- 11-11 I — 1 J -1 Ii —III SUBC��DE 1 11 =I III III I I' -1 X 111- 111 —III III l 1 111 —II - 1 - 111 — L I 1 III — III —I II I I I I III III III I I I I I —! I I — I I I I I I I I I =1 I I =l I I_I I I_I I I , —II _111 I I I— 11 111 -1 I I — i I I —f 1 h I I I I I I I - 11 - EXISTING SUBGRADf , 8' MIN. OF 3' BREAKER RUN STOKE BASE COURSE (IYP.) PROPOSED HIGH PERFORMANCE. WOVEN GEOTExTILE FABRIC. M1RAFl HP 270 OR EQUIVALENT AS REOUIRED O:R DIRECTED 4 MIN. OF 314' CRUSHED AGGREGATE COURSE BY THE CONSTRUCHON MANAGER; SEE NOTE ABOVE (WISOOT GRADATION 203. APPROK 66% GRAVEL 25 %SANA AND 10% FINES: TYP.) ASPHALT DRIVE CROBB SECTION C SCALE: 11' x 17' - 1/2' = 1' -0' 22' x 34'- 1' - 1' -0' NO1ESL REMOVE ALL TOPSOIL ORGANIC MATERIAL AND WET OR POOR SOILS WITH N COMPOUNDAREA CONTRACTORTO REVIEW SITE CONDMONSAND CONSULT GEOTECHNICAL REPOW FOR ANTICIPATED DEPT{ OF SOILS THAT WILL REQUIRE REMOVAL IF POOR SOILS ARE ENCOUNIERED AT A DEPTH OF MORE THAN 2' 0% ADDITIONAL SFLECT FllL MAY BE REQUITED. CONTACT CONSTRUCTION MANAGER FOR GUIDANCE. FINAL TOWER FOUNDATION DESIGN RECOMMENDATIONS TO SUPERCEDE GRADING PLAIJ OR SITE PLAN ELEVATIONS EMEND SELECT FILL AND AGGREGATE COURSES ADDIRO, '1AL 1' -0' MIN. FROM EDGE FENCELINE ON 00';574STREAi.1 54DE OF COMPOUND TO ACHIEVE ADEQUATE DRAINAGE FINISHED GRADE 3 MIN. OF 3/4' CRUSHED AGGREGATE W/O FINES PROPOSED 4 07- SPUNBONDED WEED BARRIER FABRIC; OUP SF 4007 EQUIVALENT 6 MIN. OF 3/4' CRUST {ED AGGREGATE WITH FINES - TYP 20i�a1- MTJ. NNLSIIEDSURFACE I III - I II I I I I I 711 BrsECOURSE =1 1 ,5 n�wn}}Yn� vn PLACE V-6 MINI. SELECT FILL IN MAXMUM 8' LIFTS: ADDRIONAL COMPACTED FILL MAY BE REQUIRED UNDISTURBED NATIVE SOILS; 10 MEET REQUIREMENTS ABOVE re� COMPOUND CROSS SECTION G4 SCALE: NIS PROVIDE PITCHED OR CRO'ANED CONCRETE fINLSH� FINISHED GRADE - EMTIVG SUBGRADE I II — I (3) 83 TIES 0 1 B' O,C -- (6) 04 REBAR EQUALLY SPACED— � I �I tII11a COIJCREIF TO BE A MINIMUM OF 3.000 PSI P 28 DAYS PIER FOUNDATION DETAIL G4 SCALE: 11' x 1 P- 112 = 1'-0° 22'x34'- 1' =1' -0" NOTES MNNTAJN 3' MVNIMUM REBAR COVER IN ALL DIRECTIONS. PIER FOUNDATION DEPTH TO BE A MINI.SMLIM OF 48'; DEPTH TO €XCEED LOCAL FROST DEPTH. CAP END OF STEEL PIPE I I I ' I _6' DL4 CCNCRFTE -FILLED STEEL PIPFT PROVIDE PITCHED OR CROWNED CONCRETE FINISH FINISH ED GRADE A FX13TFNG SU5GRADE� U Z w 0 (6) i #•4 REBAR EQUALLY SPACED 1 � 2 (/ J Q r9 Z W 0 2 Q /A _ o v z ,r 0 Y I a if W La CL � Y I I- pN (/ (n o 2 O P;TEUYVARYCAS FREU VtNAW CPS - 07 -27 -2010 STAWPFD FINALS: COS -11- 152010 18' DLA CONCRETE FOUNDATLONT USE SONOTUBE TO FORM15 v DRAYM B1': �I;,I II ICI (a)a3n €s�1B'o.c. ?.lVi /sw/0GD y CHEMOBw x PLOT DATE: CONCRETE TO BE AMINIMLIM OF 1111612010 3,000 PSI P 28 DAYS PROJECT 18' (1YP. MIN DLL PULSE o PIPE BOLLARD DETAIL ^ SLEET 1NA4!6ER C SCALE: 11' x 17'- 1/2' = 1' -0' 22'x34'-1' =1' -0" C -4 Q EDGE CANSU -.VTG FNG:YFERS, %C- 26' -2" CONCRFT STOOP WJ #4 BARS G 12' O.C_ NIAATAIN 3' COVER ALL DIRECTION$ I• 04 REBAR SPACED AT (NtNNTAIN 3 OF COVER IN ALL DIRECRONS) L , #4 HOR72, BARS FULL LENGTH, EVENLY SPACED 44 REBAR CORNER TIES W/ 3' RADIJS SLAB LEVEL / - 114' \ (2) #4 DOWELS EVENLY SPACED ) , 24' OVERLAP @ EACH END — — #4 TES @ 18' O.C. — — `- - m — — e — — — — — — — — — — — — — — — — — — — — ,/ A 1 SHELTER FOUNDATION PLAN Sl SCALE: 11'x17'- 1 /4' -V -0' 22' x 34' - 1/2'= 1'-O' NOTE: "VERIFY 11E4)OWN WTH FINAL SHELTER PANS'' SHELTER EXTER;CR WALL 2'x 6'x 1f4'ANGLL TYP, OF (4), SEE C JS-1 FOR DETAIL MSRN SHELLER TIE DOWN DETAI_ BASED ON A PHONE CONVERSATION %%TFH DAN DAYS OF FULTON TECHNOLOGIES FASTE14 ANGLE BRACKET WITH 518' DIA. AI4CHOR BOLT, & VPSON PIN: EZAC62400 O L- l OR E9UN., SEE CISI FOR DETNL I SHELTER FOUNDATION #4 REBAR TIE T# 18' O.C. CONCRETE AND REINFORCING NOTES.' 1 /2" EXPANSION LOW PRELIMINARY: VER',FY DESIC-.f WITI FINAL SHELLER PLANS 1.) ALL CONCRETE CONSTRUCTON SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODE REQUIREMENTS AND MOST CURRENT VERSION OF ACI STANDARDS. 2.) CONCRETE FINISH TO BE CLASS ATOLERANCE. 1) ALL CONCRETE UNLESS SPECIFICALLY NOTED SHALL BE NORMAL WEIGHT ( 145 PCF) AND SHALL ACHIEVE A 28-DAY COMPRESSIVE STRENGTH (f "C) OF 3.000 PSL EXPOSED EXTERIOR CONCRETE TO BE A!R ENTRAINED W'TTH 6% AIR CONTENT. CONTRACTOR 10 PERFORM CONCRETE SLUMP TEST O' MAX SLUMP). NO WATER TO BEADDED AFTER SLUMP HAS BEEN MEASURED. 4.) ALL CONCRETE REINEORCNG SHALL BE ASTM A616 GRADE 60 AND PLACED iN ACCORDANCE WITH ACT STANDARDS W/ 3' MIN. COVERAGE. 5.) REMOVE ALL ORGANIC MATEWAL, SOFT AREAS, AND POOR SOILS BENEATH SLAB 10 A DEPTH OF AT LEAST 4'-0'. 6.) DESIGN BASED ON A PRESUMPTIVE SOIL BEARING CAPACITY OF 25M PSF AND MAX. PLASTICITY INDEX OF 20, CONTRACTOR TO VERIFY EXACT SOIL CONDITIONS BEFORE INSTALLATION. 7.) 51-M NOT SUITABLE AT SITES WITH ORGANIC SOIL. UNCOMPACTED FILL EXPANSIVE SOIL OR SOILS SUSCEPTABLE TO FROST HEAVE. 8.) CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM ALL FOUNDATIONS. 9,) FOUNDATION DESIGN BASED ON INFORMATION PROVIDED BY 3HELLERMFO. (WEIGHT, LIVE LOAD, ETC.). CONTRACTOR TO VERIFY EXACT SHELTER SIZE AN D TYPE. PROPOSED 2' x 6' x 1 /4' ANGLE BD FASTEN ANGLE CONCRETE 51 OIA ANCHOR BC PIN: E7AC6N NOTE: 3• MINIMUM CONCRETE COVER OVER BAR AND 4'J1.RE p m E 6 u ° u L o o r W t�t50- 1a b U g o a W C a �u #4 REBAR SPACED AT 12' O.C. (MAINTAIN 3' OF COVER IN ALL DIZECTKANS) ZI 1' CHAMFER (TYP.) S - 1J2'EXPANSION JOINT - - � I _ ' I - 8' GRANULAR FILL IN ACCORDA10E C ' PER WJ EARTHWORK SPECIFICATIONS EARHYJ02K SPECI9CAIfONS COMPACT 709556 P1O31FIFp — PROCT014 III III I I — ° F1NSH'D GRADE _! I Lo STAJFfl) FINALS o I I —...I -I I __.. I' III { — � l 2 I I � 3' 6' 3' e DRAV,fR B1': 1A3a.i /JAN TOG+?] 8' GRANUU4R FI -L IN ACCORDANCE - #4 HOR12. BARS SPACED 8 • , W1 EA4THVJORX SPECIFICATIONS COMPACT TO 95% MODIFIED ' M ` Lo PROCTOR 94 TIES @18'O.C. -; - - -- COMPACTED SUBGRADE' PER a O EA4TH'JJORK SPECIFICATIONS `i N D TYPICAL FOUNDATION DETAIL (L S1 SCALE: l l' x 17' - 1/2' - 1' -0' O 22'x 34'- 1 " = 1' -0g a 2 3 0 0 LL (2) #4 DOWELS. EVENLY SPACED N ICH STOOP AWAY FROIJ BUILDING EOUNDAIION A TOTAL OF 1/4' PER FOCI EAU9PMENT �. HEAVYBROOMFINISH N r BIA�D IN' i 1 55TIH TfROWELED EDGE mEjW%!mYcm r �'t: ?? i;:tjF.�,�' %f. 4L• 64 BARS SPACED 12 I A FREUVUJa7I CTTS- 4?- 2740tu , � - 1J2'EXPANSION JOINT - - � I _ ' I - 8' GRANULAR FILL IN ACCORDA10E C ' PER WJ EARTHWORK SPECIFICATIONS EARHYJ02K SPECI9CAIfONS COMPACT 709556 P1O31FIFp — PROCT014 III III I I — E STAJFfl) FINALS o RRLAL CAS- 1(F2R2010 I Flt'IAL C!DS- 11- IS2DI0 2 e DRAV,fR B1': 1A3a.i /JAN TOG+?] CHECKED BY: xcs _ FTOTDATF: PRO ECI C um e SHELTER TIE DOWN DETAIL /�� ANGLE BRACKET 13ETAIL BUILDING STOOP DETAIL RLE NIAIL S 1 SCALE: NTS S1 SCALE: NTS Sl SCALE: 11' x 17" - 1 /2' = 1' -0' = 22' x 34'- V= l' -0' &M PkWBER S -'1 Q EDGE CONSU -TNG F24SNEE79. M. 0 e o Q m lu PRELIMINARY: VERIFY BUILDING ELEVATIONS WITH FINAL SHELTER PLANS 12-0 a -Al mu µMWtihW �' O O POVlER .c b 0 Z O W J ELEVATION A ELEVATION B ., 19 a N B 2 � �c 26'-4' 12' -0' ELEVATION KEY 0 26' -0• NT J U) 0 CEER OF D' 2 '-T' D z LA L g ___ M __-_ p{ EUVIOARYCA4 NJ A mELlYVARe Cns -n7.27-21110 B D TFLCO E • �( � SIA!!F•Ei3 FnYA1i u 0 F1'JAL CDi - I NNL2010 1 FNALCM- 11.1S2010 2 3 6 ELEVATION C ELEVATION O V'IEY. CHECNFO BY. K01 F10T WAIF: SHELTER NOTES 11/161,110 PROJECT t - FULION T3.zcAVnr:c n P.s 122x2 :rte A EIIUIPMENT SHELTER ELEVATIONS P.O. SHELTER 81321 &2o FILENAME S-2 SCALE: l l' x 17' - 1/4' = 1 --0 ' ' CON717ACTOR 10 VERIFY SHELTER 5-2.d al 22' 34" 1/2' 1 " -0" DETAIL PRi0,4 TO CONSfRUCTf04 SJEETN!:VRUZ S -2 �C fOGf C01,5U.iu'.G F7Vel';EE13 .I \C, • - 0 0 ,1111!!11 1. � .I \C, NOTE: VERIFY EWPMENT LAYOUT %'"I SHELTER PLANS AND PROJECT MANAGER 5' -0' r — I EX)MWAY 3J4' X 5' X 6' I T�� I T P G BY COOT A 07 Y CONTRCTOR 0 C ° a E a B �C E © u 2 J EL z 0 Z J � 2 =o Y W 0 N a�0 5 a W Paruvlwr;Y cos: A PRELo/,N 07- 27 -2,)jo 00 000 000 P q 0 C7 O c D FQlAPi,'.ENT 0 0 0 0 0 O O H gy ERTGiSOC! RRU RRU RRU HVAC UNff I AC PANELS 'b b r — I EX)MWAY I BREAKER PANEL (W.) ERICSSM EMCSSON " • h F � GSh9 GSM IF OVERHEAD CABLE 1RAY F�F OVERHEAD CABLE TRAY GROUND(M.) D " G ' G T Imo" T `T' r_T I I T' "T ` `T Fr 'T I RACK T T IT TI T T1 T T - T R�Q 1 iF L7- F7 I I I I l l l l l l l l l l l l l l I I I I I I I 1 I I I I I I - �- �FUTURE� I FUTURE RRU UNITS TO BACKBOARL) L I -I TELCO BOX F RRU OVERH EAD CABLE TRAY, F RRU TnRACK T T1 I T .�-- ERICSSON EMiCSSON BATTERY ERI E >C PLANT DC PLANT Z; v 'b b c ° . 412 A5 ""'G " • h GROUND(M.) D " G ' G I� �� 1� R�Q 1 iF L7- F7 �FUTURE� I FUTURE �FUTURE� F RRU F RRU F RRU Z; v HVAC UNIT N p5 TO BUILDING-, GROUND (N)12' GROUND -4 HNISHED FLOORS _ BAR COAX PORT /+ SHELTER EQUIPMENT LAYOUT 5 3 SCALE: NTS c SHELTER LAYOUT S 3 SCALE: NTS E3 UTILITY FRAME S3 SCALE: NTS PHOTOS OF PROPOSED EQUIPMENT EQUIPMENT RACK TO BE ERICCSON RBS 3418 STAllPER Fay ";0.LS 1 FILIAL CPS - I OLM010 I FINAL CPS-11.15-2010 DRAWN BY. S F,T v.1 r LW ! oeD CHECYxD BY: KCB MOT PAIE: 11116(2010 PRO,ECr : EI! E f1A.".T SYEET N.RIEER S -3 © EDGE COA'SVL uI - Ri�r%EER3"INC /NORTH DARK (GREEN ARBDRVITAE NOTE: THIS DETAIL ASSUMES THAT THE PLAMIVG SPACL IS LARGER THAN 2400 M'A (B F1.) SQUARE, OPEN TO THE SKY, AND 1407 COVERED BY ANY PAVING OR GRATING. SET TOP OF ROOT BALL FLUSH TO GRADE OR 2550 MM (1-2 IN.). HIGHER IN SLOWLY DRAII;ING SOILS 1 D3 MN (41N) H:GH EARTH SAUCER BEYOND EDGE OF ROOT BALL 2'3' MULCH DEPTH (TAPPEREO 9 TRUNK) REMOVE POT & SCO KNIFE TO DMENTV 25% NAT(a8 NL O\ PO ED02GANIC MULCH AMENDMENT FOR ENTIRE TREE III AREA x ROOTBALL DEPTH UNDiSTURdED SUBGRA ((PROVIDES A n'RFA BASE SO THAT ROOTBFIL WILL NOT SINK) LANDSCAPE NOTES' I. ALL PROPOSED LANDSCAPE TREES AND SHRUBS SHALL BE PURCHASED FROM A LOCAL NUWRY W211 PLANT STOCK THAT ARE ACCLIMATED TO THE CLIMATIC VARIATION OF 111E LOCAL REGION. 2. BEFORE LANDSCAPE TREES ARE PLANTED, APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED. FOR EXACT LOCATION OF UNDERGROUND URLTTIES, CONTACT DIGGERS HOT LINE, AT 1.8002428511. 3. ALL DISTURBED SOILS LOCATED ADJACENT TO THE COMPOUND AND /OR WITH '..N THE PLANTING AREAS SHALL BE LOOSENED RAM 10 ALL LANDSCAPE PLANTING. 4. AMEND NATIVE SOEL AS REW 101) WITH ORGANIC MATTER SUCH AS PEAT MOSS AND /OR MANURE LO ENSURE ROOT ESTABLISHMENT OF WYLY PLANTED TREES 1= THE NATIVE SOIL CONSISTS OF SANDY LOAMS OR CLAYFYSOILS. 5, A ROOT STIMULATOR SUCH AS HFYIELD OR EQUIVALENT SHALL BE UTILIZED PER THE MANUFACTLRREW RECOMMENDATIONS AT THE TIME OF RANTING. 5. ALL SHRUBS SHALL BE PANTED ON 4' RAISED BEDS TO PROVIDE ADEQUATE D NNAGf AND GLOW FOR GROUND SETTLEMENT. 7. SHREDDED IARDWOOD BARK MULCH TO BE INSTALLED IN A 5' FT MIN. MULCH R,NG AROUND THE BASE OF EACH NEVA.Y P"ED TREE. B. (2) TEMPORARY SUPPORT STAKES SHALL BE PROVIDED FOR EACH PLANTING TO PROVIDE PROVIDE STABI'JTV AND PROMOTE VERTICAL GROWTH. 9. 1.1PJNIENAN.CCE TO INCLUDE WATERING OF NEWLY PLANTED TREES AT MiMMUM ONCE PER WEEK WITH A HOSE ON TRICKLE AT THE BASE OF THE TRUNK FOR A MLN. 30 MINUTES PER RANT UNTIL HNAL ROOT ESTABLISHMENT, AND DJ NG DROUGHT CONDITIONS, AND SHLARI \G/ PRUNING OF AN LAN TREES TO PROVIDE ACCESS AROUND COMPOUND ANDTO THE ADJACENT DRAINAGE AREA DO NOT HEAVILY PRUNE THE TREE AT PLANT] NG. PRUNE ONLY CROSSOVER LIMBS. CO-DOMINANI LEADERS, AND BROKEN OR DEAD BRANCHES, SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED, HONTEVER, DO NOT REMIOVE THE TERMINAL BUDS OF BRANCHES THAT EXIEND TO THE EDGE OF TILE CROWN. IGdENTPSM- ' Ir1'} [ �3'3Yl C�F11 lT.tyliF£ I,� � F6Qff LV�C#'S3) IFf 1Y.tJM a SP.Ef 11i= 7R�3 f?Q7341d [MA4FiTROl b'tr, Y:ypfla'Hi � 6anrTn /n;[SI ASE}. [DpE fj FJk OG GP755 WEEPS EEC To Jef eauTTrl 1� n EzooTs POTTED TREE & SHRUB PLANTING DETAIL 11X17 -NTS 22X34 - NTS PLANTED IN NO"ESIRICIED SOIL CONDITIONS EXISTING IMPROVEMENIAROUND PROPOSED LANDSCAPING. PROPOSED LANDSCAPING _ — (I 0) TECHNY ARBORVITAE, 7-0' O.C- TYP, SPACED 7 0' O.C. TYP. t1R \ t♦F tlf \4 y1 tJf 4 tl tlf� �+1 t1R \4y) 111 r \4y1 r \ r\ y l r ♦ 4y n 1 '� l.r 't y4 llli , tIJ ZL tl/ _5� ;fIl- 8 I I I i I i I x E I I I I i I I x I EXISTING 1 ASPHALT I X I TO BE 1 REMOVED ' I I { PROPOSED CEDAR I 3; FENCE COMPOUND I � I x 1 EY05TI WOOD POLL. TORE REMOVED I LANDSCAPING NOTE: DUE TO PNOIIMITY OF EXISTING STRUCTURES TO WEST, SOUTH. AND EAST, VEGETATIVE LANDSCAPING ONLY DEPICTED NORTH OF PROPOSED COMPOUND TO COMPLY WITH.3035(JX2)k). CEDAR COMPOUND FENCE PROPOSED 10 SCREEN PROPOSED EQUIPMENT SHELTER AS REQUIRED BY 3D35(JX2)0)(0). PROPOSED r I PROPOSED TYR / x x x X I 1 I ?C I I I PROPOSED EASEMENT I I I ' I I ' EXISTING LOT UNE I � PROP OSfD LEASE AREA 1 I I 1 1 1 1 1 1 1 I I 1 € D L C o ' C V N a W� C a Q 0 V 2 Z J�U) a Y z N EL o� �a �a N Y a z 0 a N 0 z A P.TEUYLYARY CDS FRFLI'V64A4YCDS- 07;412d1I STP V FED BNUli 1 o aruLCOS-Io-zflzalo T I FINAL COS- 11- 15201D DRAIN 8Y: CHECKEDBY, KC® SCALE: 11' x 17'- P F 10'11' PLOT DALE: 22' x 34' -1' -5'4r LANDSCAPING LEGEND: tlf \ 4y� F L Q EDGECOtIU.TNGErrl.'iEERS.FiC. 11 /IG!%1T1I PROJECT C U-09 TILE lU.'.�E: (10) TECHNY ARBORVITAE (77 q 0CC(yEY lw,$) L -T.tl SIELr NJ'•NR MIN PLANTING WE - 5' TALL MATURE SIZE = 5 -17 SPREAD t0' -IV TALL w L � ■ Q EDGECOtIU.TNGErrl.'iEERS.FiC. NOTES FOUNDATIONS SHOWN ARE TYPICAL AND DO NOT REPRESENT ACTUAL CONDMONS, CONTRACTOR TO VERIFY HEIGHT AND DIRECRON OF ANTENNA WITH PROJECT MANAG €R, ALL ANTENNA A&MUTHS TO BE FROM TRUE NORTH. TOWER DESIGN BY OTHERS. CONTRACTOR TO THOROUGHLY RENEW THE TOWER PLANS PRIOR TO BIDIY.NG AND INSTALLATION NOTES: FAMIYUM ALCOVIABLE HEIGHT, INCLUDING FF ! (- APPURTENANCES IS 10.5' AG._ PER CITY OF E E n OSHKOSH, r `n o a IMAYUM NEED HEIGHT WITH FAA IS 104' AG.L C ALPHA (sECTOrs x) AZIM H 0' w u ® E6 o 1 2 3 4 5 5 7 8 9 10 p n a C 0 • • 0 0 0 0 • • • • ln U 1 -1 r— OPEN -� OPEN -� 1-0 IS RIFT 01 RET 02 RET 03 RET 45 RFT 05 REi (s6 RcT 07 RET 08 RET 09 F RET 10 (850) 0400) LoO5 L1900)� Lo )� L0—_) (BW) 0900) (850) 0—) J� gyp. • � r '(ys'o • a J • Q& r� 'b 3 • J �� \1\ G A.bMIM 240 n J O a � a� 4 rA �t ,� • `t rte`}' J • aJ • 44 rod r lb +r ry ➢ • ti^ q • c� r� ti� • w CABLE I0A)blNG COLOR CONVENT13N TABLE CABLE AY AI -2 A21 A2-2 All AS2 Ail A42 AS -1 AST APAk A al 445 -45 +45 I -45 445 -445 445 -45 445 35 S&xtor 11 RED RED RED RED RED RED RED ]( Arle YIME WHFE ORANGE ORA74 E BIOY.TN F.tU"A?i NOLET VIOLET FORT (1/-) SLATE B - ?0Y5N SATE BrIvirl SLATE 6ROhN SLATE no'V4 AV4D(MIW)) ORANGE! MAW--q O:ANGEJ CNW.�E/ ORANGE/ 0,2V1GEJ ORfJ;GEJ ORANGE/ MOLE/ MOLET %VAN VOLET VKXV 49QLET MOIEI MC(EI B"] HI-2 82 -1 B22 911 B12 H41 B12 HSl BS2 BETA KV. M2 445 45 445 45 445 -05 445 _A5 445 45 se�lcf BLUE BWE &LYc BLUE BLUE BLUE BLUE BLUE A1?—o WTUTE WH4TE OR 4GE ORANGE B70'AN BROAN WXET MCAET PORT (4 /-) SLATE R?O15N SLATE BROVel SLATE K40O6,1 SLATE B`AO59T4 IA BAND(ml90)) 'GE GE1 iGE/ .,E O :G O -WiGEJ u';EJ Y4 MOLET Sld EF M OLET V' oul MOLET MOLET 170LET Cl -1 Cl -2 C2 C22 C31 C32 C41 C4-2 CSl C52 CAA VA C 2. tB 445 -45 445 -45 145 -45 145 45 +45 d5 S_-ta G EN GREEN GREEN GW"4 GREEN GREUH Cl?PfN GREEN Ardersna VM1TF WHftF ORA ISF O7AS4GE BRO'A4T4 VM BRO YTOLFl MOLEt POTTT(4/ -) SLATE 870AN SLATE BROVN SLATE MONK &ATE 6R45L14 �; ?: 1IAt'DENW19W) ORANGE/ ORANGE/ ORANGE/ VWR GE/ ORANGE/ OiA14GE/ CRR. GF/ OAANGf/ VYAET S'OUET MOLE? VIOLET VSOLEI VIOLET %VXET VKXET Dl -I D1-2 D2 -1 022 Ail D32 D41 D42 DSI D5.2 CCOk D, x4 445 15 445 d5 445 .45 445 -45 445 15 YELLOW YELLOW ARON YELLON YELLOW YELLOW YELLOW Y€LLO'N M.fa:rra VMUE WTIFFE ORANGE G2ANGE BRO.SN T?OWN 1I ET MOLE[ PO7T( SLATE BRO'.1N BATE 8RO111 SLATE BRL04T4 I SLATE I 640'AN BAk43 (B50/IWT) RAtiGE1 MAN -rE/ OtW:CE,l NOEL OR44GE/ A4GEJ (JRJ+S' NeE/ MOLET MCI El \MJIEf VxJLET MOLET k1OLET M7TEl MOLFT NOTE': BETA (SECTOR Y) Az)h4Unl 120' COAATAL CABLE TABLE SECTOR AZIMUTH CABLE SIZE x 0' 144' 1518' Y 120 140' 1516' z 240' 140' 1518' CABLE LENGTH - ANT. HEIGHT + ICE WbDGE LENGTH 120' 0 2) COAX RUNS TOTAL SO 140 (TOTAL COAT{ LENGTH: IAA t) (1) FIBER RUi NDLE TOTAL- @ 140' (2) DC B-AWG BUNDLESTOTAL k- 140' (TOTAL DC BUNDLE LENGTH: 280' t) CASE NArtY N`G lG(;AT"6 IAS_E TAPE T G L W ATIC46 x EACH LOP- !UVPER SHAL BE COLOR CODED WTH(1) SEF OF Y WIDE BAN S EACH VAIN COAX SHALL BE COLOR CODED VAN (I) SET OF b' WIDE RANDS NEAP TPE TOP- APAPER x CONNCCT10N AND VEH(1)5ET OF3 /4'V:)E COLOR BARDS LCS1 Rr KW TO i VERViG THE BTS OR TPANWRIER BIALQ MA'M -%G TAGS&-WE BE ATTACHED AT CABLE ENTRf x PORT Ohl THE thITERIO7 OF ME SHELTER ALL BOTTOM ARVF€RS SHALL BE COLOR CODED V TTH ]( (1) SET OF 3/4' WDE KV05 ON EACH END OF BOTTOM JUMEER, Aa cola coda tope shot to 3',435 wd shod ho Insfa!kd Laing a ml imsms of (3) NTop3 of fapa tJ odor L—d' IrWaled c4 ills to—tap sn toornir4 - 00V ws4r3�i o Jshod hardo nNNm.4m ol 314'spodog i3etnesxs ouch zok'. Ad cote Yss of« near ma Wy ` may tN ardy 314• at7a.Ewest uTi.Er stsdl 1+f3 cola coded LsHn (1)seteN s'xAde bands. Each moan roa,t shod ba cak rcode,?rxth (})set 0t 3' bands near the toNl ;:m cannecton and v th 3,14'color bmds pda I. cr.A gBTS atf— tto bASng.. 209 bobmI'amp3rT shod Ile clll — 11,11"(1)set of 314' L'sands as .— end of Z L'x_„bm(urNp ' Eat crz Ix1<Td srsad na+e a rLL'T . Ta s of (s) Hps an Ma d s W, ?_ lj 1".wed 0nd moolned a't» m fo ow4d u °VaVUY1g. XPNs Fn•ers '" i uw'lx -1'fa tho'44Y --I. tr m a fa 5 tor •S5•pod. Cabond a4 seters to is,a EregsaEncy Banff 6(4Af4:�E5p, t'IOLET =IArsl. Ussd ca IuT.pvs onaz. RF feeolne brass) -d stompd xlis the s?cia, an'er �a posh§ and rnbla n.nrebeT. 1'1" mmu4 Lie ♦•'�eTR�Yad, ua,g lhze: is 1-". �anler✓n nu bT ' xt.'hot3x4mo5:v piHsr fo 6v(oTdlt . CABLE NAWNG TAGS 10 PROVIDE ADMONAL IDENTIFICATION RF CAR ES "ALL BE TSENRTIED WILT( A AN OE AL TAG FAA OE SIAItM STEEL OR &RASS AND STAMPED V%TRA THE SECTO''LA'4F 4NA POW-0 AND CABLE NUVBER. THE ID f,LAR+4N� LOCATIQ4S SHOULD PE AS HIM 'CABLE MAR,7N- LOCATKAlf, TAKE'. THE TAGS SHOULD BE ATTACHED 157H C07 051'JE PROCiF %NIRE OR WAY, STPRa AROV' - 1 THE CABLE, THE TAG SHOULD BE LABELED AS S4H0'.5N TO THE RIGHT. TOWER PROFILE. [SOUTH ELEVATION SCALE: 11" x 17' - 1 " = 20' -0" 22" x 34" - 1 ° = 10' ANTENNA PLATFORM ASSIGNMENT Flga'a 1: Anlpora OAlenfotlon C4 AI CI A4 Ed - B Figure 2 Tag DoInT Damppe • al -1 at &t Yaw wa'A. DKVaad SCALE; NTS 2 2 o •' L. _ N o Z to o UI J W a I N Cc I a W P Y Q N oNo PREU VONARY CDS: A TRDJV.PL4rYCOS- 09 -23- -2010 B C D E STAMPED FONALSt 0 FVIALCDS- 10242010 I B:'IALCOS -11 -152010 2 s d DRAWN EY; tA21,1 /JAR / OGD CHEC{tD BY: KCB PLOT DAIS: 11/16(2010 PRO!ECT k SOTS FILE NAMP: A-I.d n S`&ET Nilibm Q -0 1 Q EDGE CONSU.IING ESN:l%ms.. ZC SECURE GPS TO ICE POST WITH PIPE C 24' SABRE WFATHERPRDOFGROUND 24'DOUBLE TIER UNIVERSAL KIT CON.N €CIIIOY 7-BRACKET TRAPEZE KR SAB'3E I PART #C20- 145-004 OR QuN AT &T ECKAPMENT SHELTER COAXIAL EQUIPMENT CABLE ENTRY RT SHELTER v B 3' DIAMETER SCH 40 GALV. STEEL POST WITH PIPE CAPS COAX DRIP LOOP, MAIWAIN hT.N. BEND RADIUS (716' COAX -R=10' MIN.: 15/B' COAX. ;RHO" MIN) GALVANIZED STEEL PIPE SABRE 24' GENERAL SUPPORT BRACKET FOR WAVEGUIDE BRIDGE SUPPORT PART #C20 -1 4101 1 OR E WVALEN 24'x IY -0' WIDE METAL GRATING SABRE PART #C2SI374)02 OR EQUN. 24' DOUBLE TIER UNTVERSAL Z- BRACKET TRAPEZE KIT SABRE PART OC20 -145M OR EQUIV. COAXIAL CABLES SUPPLIED BY LESSEE & INSTALLED BY CONTRACTOR ISOMETRIC VIEW 1 1 - 1h III ° I -I - III I I lI IIf lI I I II I1 I III I � I II ` I � 11I II IIIII I I I Ii ° I Q J ° b b ° n PROPOSED CONCRETE PIER SEE DETAL ON PREVIOUS PAGE — MIN WW PSI CONCRETE L I PROPOSED CONCRETE PIER, n J: SEE DETAIL ON PREVIOUS PAGE l ° ICE BRIDGE DETAIL A - SCALE: NTS NOTES -AT &T TO DETERMINE EXACT ANTENNA MOUNTING FRA\1E APPUCATION TO MEET THE FOLLOWING M.I,NIMUM DESIGN REQUNHAEN - IS: - STRUCTURAL CAPABILITY TO SUPPORT ANTENNA PANEL CONFIGURATION - KlAINTAIN EQUIVALENT ANIENNA PANEL SEPARATION - hSAN -RATED ANTENNA FRANIE OF 250 LES (MIN) - SECURE ALL COAX& JUMPERS MITI CLAMPS (NO ZI- TIES ALLOWED) ICE BRIDGE NOTES: 1, EQUIVALENT PARTS AND COMPONENNS CAN BE UTILIZED IFTHEY PROVIDE EQUIVALENT CAPACITY & FUNCTIONALITY. SUMMONS MUST BE APPROVED BY THE OWNER AND ENGINEER. 2. CONTRACTOR TO CONSULT& FOLLOW AL MANUFACTURER DESIGN& INSTALLATION GUIDELINES, 3, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS SHALL BE B' FORA 1D SECTION. 4. FOLLOW MANUFACTURERS RECOMMENDATIONS REGARDING SPLICES OR CANTILEVERS HOWEVER, CHANNEL SHOULD TYPICALLY NOT CANTILEVER MORE THAN 2 BEYOND SUPPORT & SPLICING SHOULD OCCUR AT OR NEAR SUPPORT. 5L CUT ICE BRIDGE CHANNELS SHOULD HAVE ALL SHARP EDGES GROUND. IN ADDMON, A FIELD SPRAY GALVANIZING COMPOUND SHOULD BE APPLIED TO ALL EXPOSED METAL A TYP. ICE BRIDGE DETAIL A - SCALE: NTS MONOPOLE ANTENNA PLATFORM A -2 SCALE: NTS ��� GPS MOUNT DETAILS A-2 SCALE: NTS DRAM1N BY: fAIM d JAH 1 OGO CHECIL{O BY: NCB PLOT DATE 11/16/2710 PRO'ECT k. voa FILE NAW, A-2d0n mr NRJ6m A -2 SABRE 24' GENERAL SUPPORT BRACKET FOR WAVEGUIDE BMDGE SUPPORT PARr AC20- 1 408 1 1 OR�EOUIVALENT` 24' htw.mjh 6' T PROPOSED GPS ANTENNA SCHEDULE 40. GALVANIZED STEEL PIPE, H AS RE9UI7ED (18' LENGTH MIN SECURE GPS MOUNTING PIPE TO ICE BMDGE POSTS W1 U-SOLTS- TYP,. 92 SOLID BARE I GROUNDLEAD MOUNT TO FIRST K 3' DAMFIFRSCH 40 GALVANIZED STEEL POST A � E z 5� 3 g �o W r �4 .�g u S $ 7 �© 0 Lo 2 M Ul Q a 2 W 0 W § v p N W� IL (n Ix i m Q N W N 0 v r BRIDGE PTLZIVLNARY COS A F&J`AN&W COS- 07-77.2010 B C E srAMPEO raNwx 0 91.`IALCOS-162V,010 I RIALCOS-II V1010 PROPOSED ICE BRIDGE POST 9 EDGE CONSULUNG En:, 1EVS. INC, 12'6' CLAMP-ON LOW PROFILE PLATFORM KR 30' TO 60' MONOPOLE DIA CVER;FY) ANDREW PART AMC -PAl2L -9-46 SHOWN W1 UPPER SUPPORT RAIL INCLUDES 0) 2 3)8'x 96' PIPE MOUNTS SECTOR X SECTOR Y SECTOR 7 d NOTES: PROPOSED PANEL ANIENYA. (i1'P,) c 1.) ASG CABLES TO PROVIDE CONTROL AND POWER TO 4 7 , ��J/ ELECTRICAL DOWN ITLT DRIVES ON THE ANTENNAS TT``ii g u 2 THE CABLES ARE FACTORY A5SEMBLIE$ WIF-1 ONE MATE a ? AND ONE FEMALE CONNECTOR ON EACH END. SUPPORT i� _i �� c E `o U o EVERY 1W USING RE-WRApS SUITABLE FOR OUTDOOR USE PROPOSED TMA (TYP.): !A W 5 Ss 3.) TESTING OF TI,E RET CABLES IS REOU1RED PER VERIFY MODEL WITH REDS • FUIUfRE RRH UNITS (TYP g - � W S R MANUFACTURER INSTALLATION. -) I I • z $ 4.) SEE BOTTOM JUNIPER & BLAST DETAIL FOR SISG BIAS T PLACEMENT. RAYCAP FIBER & DC DISTRIBUTION UNIT I WITH INIEGRAIED SURGE PROTECTOR; I D � �� 0 5.) NO WEATHERPROOFING OF RET CABLE IS REQUIRED. ONLY (1) UNIT REQUIRED FOR ALLSECtOR. FUTURE (4) 2-PAR FIBER LINES AND (4) 2-PAJR DC DYES TO ADJACENT ANTENNA SECIIXRS p ANNTENNA J (1) 12 -PAIR FIBER BUNDLE AND (2) 6-PAIR DC &AWG BUNDLES li PROPOSED COAX LINES i ELECTRICAL TILT DRIVE, tD �w (2) PER ANTENNA � �u �u r WEATHER CPA PROVIDED V I VI I I VI I I�� I I �.I BY ANTENNA VENDOR A r' ti 1.5 FEET 1 1 CABLE LENGTHS ALL R S FR B OM O LOCATED NO MORE D FWTI 5Mf1ER5 FOM, DISTRIBUTION UNIT `\- / \ ( \ YI 2 (TYPICAL q EACH ANTENNA) ( 1 FUTURE LIE PANEL ANTENW N j 12 FEET 12 FEET 12 FEET 12 FEET 2 FEET PET CABLE IO TMAOR GROUND EACH C'+tPL I EXOR 12 FEET CABLE LENGTHS a � 0 z _ 1V /MECFANiCA1 CONNECTION (I1'P.) BETWEEN AITTENNAPANELS (TYP.) GROUND RET CABLE AT THE M:D POINT OF THE TOWER — O IF CABLE EXCEEDS 200' IN LEN: TK REFER TO DETAIL B /A-1 FOR PROPOSED COAX LENGTHS -- ' S}IELIER EXTERIOR .HCLTER INFERIOR PROPOSED SECTOR FRAME (TYP.) NJ3e DETAILS SHOWN ARE FOR SCHEMATIC W V �--( N GROUND NET CAISLESTO LIGHT NING PROTECTION / PURPOSES ONLY, EXACT E9(BPMENT MODELS AND MANUFACIURERS TO BE DETER,JINED. — VERITY REQUIRED NIOUN1E4G HARDWARE — P1'l MCU N%MI M.AMFACTURER RECOh,MENDATION3. Y PROPOSED LIGHTNING PROIECTM DEVICE j TO BE MOUNTED ON ICE BRIDGE POST: / SECTOR ORIENTATION SHOWN 13 TY14CAL VERIY EXACT RF INFORMATION WITH AT&T. I GROUND DEVICE TO EXTERIOR SHELTER GROUND BAR I A RET CONTROL DIAGRAM C ANTENNA SYSTEM - PLAN VIEW 2 a N A 3 SCALE, NTS A -3 SCALE; NTS 2 T O 2 NOTES: PROPOSED PANEL ANTENNA NOTE: Q DETAflS SHOWN \'JIRi D,45l;FD D4EW'OfYX REPRESENT FUTURE LIE SYSTEM EQUIPMENT. I I I � DEFA'C$ SHOWNN ARE 1{}R SCFIFMATIC PURPOSES ChN--V. IXACT EQUPMENT MODELS AND MANUFACTURERS TO BE DETERM,NED. l j� I I I VERIFY REQUIRED MOUNTING HARDWARE %%ITH MANUFACTURER �J� (1) 12 -PAIR FIBER OPTIC CABLE BUNDLE AND (2) 6-PAR DC &AWG I I I ( RECO74NIENDAON3. BUNDLES TO BE COILED %MTHIN EQUIPMENT SHELTER FOR FUTURE LIE fI II FUTURE LIE PANEL ANTENNN ANTENNA MAST PIPE EQUIPMENT INSTALLATION, I II PO%%TRWAVE MODEL#P6!}16-XTH -RR OREQUVALENT - I I I JUNIPER CONNECTION 9W) fl II I II I II o III IY , �FUTURE LIE PANEL ANIENNA PROPOSED TMA VERIFY MODEL WTTH REDS I I I RAYCAP DC DISTRIBUTION UNIT WITH T I I INTEGRATED SURGE PROTECTO'Z MODEL m -- ADC6-4 &6MMOREQUIVALENT -`° ",s a„�.W: BOXER � ROUTE JUNIPER CABLE FRON7 PRE lwimY CDS L IL 0- �- I MAINLINE FEEDER INTO TMA A PRDJVVaW CD3 - O7 - 37201@ - i JUMPER CABLES FROtr1 7M1,A � `� TOANIENNA PONT (VERIFY Y7IIH RFD.) g �I�~II��� FU R€RRH UNBS I q` C 0 LIE I LIE I \ �� I it D i E – – I ALARM CONDJR T I L PROPOSED COAX LINES ° I l I I I 51AM'rED F1NAIS I 0 FKAlC0S- f02?I0I0 uee�u 4 11 I I \ 1 FN'iAL (ILK -11 -1 G2010 I ( – – – {I)2flNRFIBER LINE AND (1);I-PAIR DC &AWG CABLE TO EACH RRH UNR {4) 2PA�R HBER LINES TO } I I ADJACENT ANTENNA SECTORS -" � ° RAYCAP DC DISTRIBUTION UNIT i1'ITH INTEGRA,ED $URGE PROIECTOR. I 2 S Af DRAStN @Y: S HELTER INTERIOR RAYCAP FlBER &DC DISTRI3UilON UNI7 "� = :- _ - E PROPOSED SECTOR FRAM �') ,. VATH INTEGRATED SURGE PROIECTOR I h!7t,lt.wlocD SH_LIER EXIERTOR PART #DC6-0BLQ -IBBF OR EQUIVALENT � J SHELTER HATCF[P ATE a - - - - -- – – – – – xcTa PLOT DATE: IOtVEli PLATFORM FUTURE {4) 2 -PA.FR FlBER LINES AND (4) 2-PAN DOES DC ONES TO ADJACENT ANTENNA SECTORS (1) 12 -PAIR FIBER BUNDLE AND 111IN2010 PROJECT ir. A ADJACENT ANTENNA SECTORS ADJACENT A (2) &FAL't DC 6-AWG BUNDLES (1) )2 -PAIR FlBER BUND E AND DC /FIBER BUNDLES ROUTED ON TOWER USING srn9 RLE UAW: (2) &PAIR DC &AWG BUNDLES SNAP -IN &RACKETS Wf ROSENBERGER HANGER ADAPTER GROMMETS A,ttl• C E : ) LTE DIAGRAM ANTENNA SYSTEM - ISOMETRIC VIEW A 3 SCALE: NTS A -S SCALE: NTS — CQ EDGE C6MSLn TNG EN °. V4, Sl C L E u PQ c U aEc1RLCALINSU LLMON NOTES GREENFIELD GROUNDING NOTES: 1, ALL ELECTRICAL W0PXSHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCAL CODES, 1. ALL GROUND ELECTRODE SYSTEM45( RiCLUTIING TELECO, VMUN: CATLCI,' V. RADIO, LIGHTNING PROTECTION, AND AC 2. Y/IRING RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY V1LTH NEC REQUIREMENTS. POWER GESS) SHALL BE BONDED TOGN HER BELOW GRADE, BY TWO OR FAORE COPPER BONDING CONDUCTORS IN ACCORDANCE WIIH THE NEC. 3. ALL CIRCUITS SHALL BE SEGREGAIEDAND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 2, THE SUBCONTRACTOR SHALL PERFORM IEEE FALL- OT-POIENTIAL Wc4STANCE TO EARTH TESTING (PER IEEE 11 DO AND 81) 4. CA&_ES SHALL NOT BE ROUTED THROUGH LADDERSTYLE CABLE TRAY RUNGS FOR GROUND ELECTRODE SYSTEMS. THESUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED 10 ACHIEVE A TEST Ri5ULT OF 5 OHMS OR LESS. 5. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR LIFE HOTS), GROUNDING, AND 11 CONDUCTOR AND CABLE SHALL BE LABELED WTTH COLOR CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1 j2' PLASTIC ELECTRICAL TAPE WITH 3, THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROCNTXNG AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN IHE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT & UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA COLOR SCHEDULE, ALL EQUIPMENT PROVIDE TESTING RESULTS. b. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LASELER WITH PLASTIC TAPE PER WITH THEIR VOLTAGE RATING, PR �1 ASE CONFIGURATl WIRE CONR:SURATLON. POWER OR AMPACTTY 4, METAL CONDUIT ANDTRAY SHALL BE GROLNdDED AND MADE ELECTRICALLY CONTINVOUS WITH LISTED BONDING // SMALL BE LABELED RATING, AND BRANCH CIRCUIT ID NUMBERS (LE. PANELBOARD AND CIRCUIT ID'S) F coN ITTINGS C BYBI.3NLXtiG ACROSS THE DISCOFiRNWIY VALE! Nb AWG COpPEfi WIRE UL APPROVED GROUNDING TYPE rxnr cr AMPS. - m r,� 7. PANEL BOARDS OD NUMBERS) AND INTI RNALCIRCUIT BREAKERS (CfRCLAT ID NUFJBfRS) SHALL BE CLEARLY LABELED WIIN PLASTIC LABELS. 5, METAL CONDUCTORS W fT SHALL NOT S USED ULATIO N, 5 2FD E N RECMIED V PMENT GRO HALL CO BE FU R MS STRANDED HED AND INSTALLED CONDUCTORS VlFi INSULATION, SdZ IN ACCORDANCE lITH EC. SHALL BE fUN4STALLED THE NEC, GREEN IN � �l O 2 B. ALL TIE WRAPS SHALL TIE CUT FLUSH 15ITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES IVITFi THE POWER CIRCUITS TO TITS EQUIPMENT. 6. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MMTER GROUND BAR WITH GREEN INSULATED 0 W 0 9. POWER CONTROL. AND EQUI'ENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (1114 AWG RESISTANT THHN OR THWN CLASS B STRANDED COPPER CABLE RATED FOR 90 ° C (WET AND DRY) SUPPLEMENTAL EQUIPMENT GROUND WIRES. 6 AWG STRANDED COPPER OR LARGER FOR INDOOR B)S' 2 AWG � - OR LARGER) 6DO V. OIL -2 OPERATION: USTED OR LABELED F07 THE LOCATION AND RACEWAY SYSTEM USED. UNLESS OTHERWISE SPECIFIED. STRANDED COPPER FOR OUTDOOR BTS. f V jw 10. SUPPLEMENTAL EQUIPMENT GROUND Vf4R{NG LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (N6 AWG OR LARGER), - C 7. CONNECTION510 THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED, BACKTO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. IIIINJ u, 600 V, OIL RESISTANT THHN OR TFIWN -2 GREEN INSULAIiON. CLASS B STRANDED COPPER CABLE RATED FOR 90 (WET AND DRY) OPERATION: USTFO OR LABELED FOR THE LOCATION AND RACEWAY SYSTEMS USED, UNLESS OTHERWISE SPECIFIED ERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/G'2OUND BARS AND THE GROUND RING SHALL BE N2 8. ALL EM I AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED, - J 11, POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTFCONDUCTO:R, TYPE TO CABLE 014 AWG OR 1HWN CLASS B STRANDED COPPER CABLE RATED FORK 90'C (WET AND DRY) LARGER).6OD V, OIL RESISTANT THFIN OR -2 OPERATION: WITH OUTER JACKET: LISTED OR LABELED FOR THE LOCATION USED. UNLESS OTHERWISE SPECIFIED. 9, ALU.MNUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. M ALL POWER ANO GROUNDING CONNECTIONS SHALL BE CR'�MPSTYLE, COMPRESSION 1'JRE UJGS MTD VARENUTS BY AND BFI IS EQUAL). LUGS MID%MRENUIS SHALL BE RAZED FOR OPERATION AT NO LESS THAN 75'C (90'C IF l0. USE OF 9U' BENDS IN THE PROTECTION GROUNFNG CONDUCTORS SHALL BE AVOIYED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED, / w U T THOMAS (OR AVAILABLE). 11. EXOTHERMIC WELDS SHALL BE USED FOR A! L GROUNDING CONNECTIONS BELOW GRADE i IL 13. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECIR #CAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/iEEE. 12. ALL GROUND CONNECTONS ABOVE GRADf(LNTERIOR & EXTERIOR) SHALL BE FORMED US'NG HIGH PRESS CRIMPS. N AND NEC, 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC YIELD CONNECTIONS -. 14. ELECTRI METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40. OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS, 14, ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLIEDTOIHE BRIDGE AND THE TOWER I� 15. ELECTRICAL METALUCNBLNG( EMT), ELECTRICAL NONVETALLIC TUBING ( ENT). OR RIf ID NONMETALLIC CONDUIT CRY-ID WC. SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCARaNS. GROUND BAR• 15. APPROVED ANTIOXIDANT COATINGS (LE. CONDUCTIVE Ga OR PASTE) SHALL BE USED ON ALL COMPRESSION AND r iii U 16. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (01C) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. BOLTED GROUND CONNECTIONS, RESISTANT hATERIAL, W a �+ 17. RI #D NONMETALLIC CONDOR (I F., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGR OUND: DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCREIE IN AREAS OF 16. ALL EXTOR GROUND CONNECTIONS SHALL BE COATED WTH A CORROSION ERI FRAMES AND SUPPORTS SHALL B£ BONDED [DYNE TRAFFIC. 17. MISCELLANEOUS EC AND N MCAT METAL B053S, I j HEAVY VEHICLE RV ITN THE GOIND NO RING, G, IN IN ACCOACCORDANCE WITH 1}FE NEC. RI 18. UOUL)JTIGHT FILF)OBLE METALLIC CONDUIT (LBDUD�71TF ELFX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION 18. CONDUCT METALLIC OBJECTS WITHIN b FT OF MAIN GROUND WIRES WITH 142 AWG TiN�LATED COPPER GROUND OCCURS OR FLEMBiLRY IS NEEDED. CONDUCTOR. 19, CONDUIT AND TUBING FITTINGS SHALL BE THREADED 07 COMPRESSIO'LTSPE AND APPROVED FOR THE LOCATION USED. 19. GROUND CONDUCTORS USED IN THE FACOTY GROUND AND L1GHT10NG PROTECTION SYSTEMS SHALL NOT BE ROUTED SETSCREW FITTINGS ARE NOT ACCEPTABLE. THROUGH METALLIC OBJECTS THAI FORA(A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS. METAL 20. CABINETS. BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA UL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS WHEN FI IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NO,JWAEIALLIC MATERIAL SUCH AS PVC MASTIC C0147JT SHALL BE ANSI(IEEF, AND NEC. USED, WHERE USE OF METAL CONDUIT IS U14AVOIDASLE (F.G- NON - METALLIC CONDLR PROHIBITED BY LOCAL CODE) 21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGN €DTO SW +NG OPEN DO- AWWARD: THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. SHALL BE PANDUR TYPE E (OR EQUAL): AND RATED NEMA 1 (OR BEI TAR). 22. EQUIPMENT CABINETS, IERM�NM BOXES JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZER OR EPDXY -COATED SHEET STEEL SHALL MEET OR EXCEED UL 50. AND RATED NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OLRDOORS. 21 METAL RECEPTACLE SWITCH, AND DEVICE BOXES SHALL BF GIAVNIZED ,EPDXY - COATED, OR NON-COWODING ,'SHALL MEET P7EU6�W WYCDS OR EXCEED UL 514A AND NEMA OS 1: AND RATED NEMA 1 (OR BETTER) 94DOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS, A FRR1V1'iA'FY LDS- 07-27 -I010 24. NONMETALLIC RECEPTACLE, S WITCH, AND DEVICE BOXESSHALL MEET OR EXCEED NEMA OS 2. RATED NEMA 1 (OR 8 BETTER) INDOORS, OR WEATHER PROTECTED ('VIP OR BETTER) OUTDOORS. e 25. THE SUBCONTRACTOR SHALL NOTIFYAiD OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE D COMMENCING WORK ON THE AC POWER D,STRIBUTION PANELS E 26. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ST ACCORDANCE WITH VF EAPPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. DS-1 0 Rf1A1 CDS- 1019.2 42P1O 1 RNALCDS- 11.15-2010 2 3 q 01M"4 BY: 142!.1! JAH 10GD CREC71E0 BY: KCSS PLOT DATE I Ef1.6l201C 4 PROJECT R: EON Fkf MW a El Q SPELT di }. e E -'1 O E(XaE CONSULTING ENT 1 PiC NOTE: AT MULTI GANGED MEIER INSTALLATIONS ROUTE A 310 GREEN TFt4N STRANDED COPPER CONDUCTER FROM THE N-G CONNECTION POINT TO JUST ABOVE THE GROUND SURFACE THIS CONDUCTOR SHALL BE ROUTED THROUGH PVC ABOVE FINISHED GRADE TO AVOID THEFT AND BATE UPON ENTRY INTO EARTH & BONDED 10 AN APPROVED DRIVEN G.'iOUND ROD. AT SINGLE METER SOCKET ROUTE A tit GREEN THWN STRANDED COPPER CONDUCTOR FROM THE N-R CONNECTION POINT JUST ABOVE THE GROUND SURFACE THIS CONDUCTOR SHALL BE ROUTED THR OUGH PVC ABOVE HNLSFIED GRADE[ TO AVOID THEFT AND BAWL UPON FNTRY INTO EARTH & BONDED TO AN APPROVED DRIVEN GROUND ROD. 1 e b e o e a e 0 PLAN VIEW (1) 200 AMP METER AND (3) SPACED FOR FUTURE CARRIERS 7 n I BW AMP f "A!; I TAP BOX SIZES AND QL AS REQUIRED r - 16m l tJ 1 0 �1 I I o o o I I \ 1 � I I I i PROPOSED FIBER OPTIC BOX V EERI1 Y VATH HBLR PROVIDER 3' DL SCH. 40 GALVANIZED STEEL POST WRH END CAPS 3c z x O O PI I100T GALVANIZED STEEL H UNTSTRUT OR EWWALENT PROPOSED FIBER OPTIC BOX VERIFY WITH FIBER PROVIDER Ez L 5 N2 TINNED COPPER GROUND LEAD C TO GROUND RING; USE 24HOLE LUG AT TELCO ENCLOSURE =E"o' N _N'D IED IOACCOMODATE TIC BOX INSTALlA110N. IDUIREMENIS W/ 6' - G . 36' x 36' HCFFItAN TELCO CABINET B' GROUND BAR WITH 6'-W N2 COPPER TAIL CONDUIT TO EQUIPMENT CABINET MOUNT NOTE: - ATTACH CABINETS W/ SPRING LOADED WASHERS TO UNISTRUTS 3' D!A SCH. LQ GALVANIZED STEEL POST "ITH END CAPS 1' -2 FRONT - ELECTRICAL SIDE REAR - TELCO SIDE MULTI- CARRIER UTILITY RACK DETAILS SCALE: l l' x 17' - 1/2' = I' -0' 22'x34'- 1' =P -0' 17 I c O } 4 C 0 C �vaQi R W °a�$ D L1 J r, 2 IQc�— � D N W w o r� 1..1 U) u IL a i i p J U1 0 PRTUUU:ARY cOS A FTaT1VbViRYT?DS -87 -77 -2010 STAMPED FTMALS; 0 FVULCO5- 1629L2010 1 I T¢NAL CDS - 11.15-2010 DRAY,N BY: 7A to /JM!06D CHECKEDBY: KCB PIOTDAIR 11116/2018 PROJECT K; SPT7 FILE R M E -2.dm s'IFETt"V ER E -2 F➢ ;dIjHED GRADE FIIY HED G. I a ,_ t I I I I1 I' .. M 4 T CONDUI T MUM ELCOPROVIDER 1 6 - p - s I I p e - I I� 4'PVeTOSSTEUER - I I. ' \-314' I I I I • 4'ELECTRICALCONDUIT 4' FIBER CONDUIT TROIA ! ' A I 1 p ° G I 1 ri . p I I p CONDUT FOR TELCO ENCLOSURE GROUND BAR _ I I UI TO F4�hSENT SHELTER (LIP.) EELCO PROVIDER I I I ti I I I I (Ti OUVEMFIED I' L I p. n I I o 712 501JD BARE TINNED, ENCASED IN 3 /d' I I PVC CONDUIT 24' ° I h1 N. BELOW GRADE I I 4 - o - A A p 1' -2 FRONT - ELECTRICAL SIDE REAR - TELCO SIDE MULTI- CARRIER UTILITY RACK DETAILS SCALE: l l' x 17' - 1/2' = I' -0' 22'x34'- 1' =P -0' 17 I c O } 4 C 0 C �vaQi R W °a�$ D L1 J r, 2 IQc�— � D N W w o r� 1..1 U) u IL a i i p J U1 0 PRTUUU:ARY cOS A FTaT1VbViRYT?DS -87 -77 -2010 STAMPED FTMALS; 0 FVULCO5- 1629L2010 1 I T¢NAL CDS - 11.15-2010 DRAY,N BY: 7A to /JM!06D CHECKEDBY: KCB PIOTDAIR 11116/2018 PROJECT K; SPT7 FILE R M E -2.dm s'IFETt"V ER E -2 POS CABLE FROM BTS ALARM DEFINITION LEVEL/ ID STATE ALARM SIDE DEVICF i WHITE /BLUE SITE DOOR OPEN 1/0 BREAKING FACTORY INSTALLED FACTORY INSTALLED 2 BLUE /WHITE W 3 WHITE /ORANGE H I TEMP RADIO ROOM 1 / 1 BREAKING FACTORY INSTALLED FACTORY INSTALLED 4 ORANGE/WHITE � 4 a N 5 WHITE /GREEN GREEN/VVHfTE AC SURGE ARRESTOR FAIL 1/2 BREAKING FACTORY D INSTALLED FACTORY INSTALLED 6 7 WHITE/BROWN BROWN /WHITE SMOKE DETECTOR 1/3 BREAKING FACTORY INSTALLED FACTORY INSTALLED 8 9 RED /BLUE BLUE /RED AC DISTRIBUTION FAIL 1 BREAKING FACTORY INSTALLED FACTORY INSTALLED 10 11 RED /ORANGE LO TEMP RADIO ROOM 1/5 BREAKING FACTORY INSTALLED FACTORY INSTALLED 12 ORANGE /RED 13 RED /GREEN WHITE /BLUE NC 24V BAT DISCONNECT FUSE FAIL 1/6 BREAKING 14 GREEN /RED BLUE /WHITE COMMON 15 RED/BROWN VIOLET /GREEN MODULAR RECT SYSTEM Al ALARM PECO 1/7 BREAKING 16 BROWN/RED VIOLET /ORANGE PLUG 17 BLACK/BLUE YELLOW /BROWN MODULAR RECT SYSTEM A2 ALARM PECO 1/8 BREAKING 18 BLUE /BLACK YELLOW /SLATE PLUG 19 BLACK /ORANGE WHTE /BROWN MODULAR OVER VOLTAGE PECO 1 BREAKING 20 ORANGE /BLACK WHITE /SLATE PLUG 21 BLACK /GREEN RED /ORANGE MODULAR BATTERY ON DISCHARGE PECO ]/A BREAKING 22 GREEN /BLACK RED /GREEN PLUG 23 BLACK /BROWN WHITE /BLUE NC FUSE FAIL TELCO 1 / B BREAKING 24 BROWN /BLACK BLUE /WHITE COMMON 25 YELLOW /BLUE WHITE MODULAR TMA TROUBLE 1 / C BREAKING 26 BLUE /YELLOW BLUE PLUG 27 YELLOW /ORANGE WHITE /BLUE NC WHITE STROBE FAIL 1 / D BREAKING 28 ORANGE/YELLOW BLUE/WHITE COMMON 29 YELLOW /GREEN WHITE /ORANGE NC RED STROBE FAIL 1/E BREAKING 30 GREEN /YELLOW ORANGE /WHITE COMMON 31 YELLOW /BROWN WHITE /GREEN NC WHITE STROBE FAIL 1 / F BREAKING 32 BROWN /YELLOW GREEN /WHITE COMMON A ALARM TERMINATION DIAGRAM E 3 SCALE; NTS JC 7k 7 NOTE; 1. POSITION 33 TO 50 ON THE 66 BLOCK IS FOR FUTURE USE. 2. G.C. SHALL RUN CAT 5 CABLE FROM EQUIPMENT TO ASTERISK (') TERMINAL ON 66 BLOCK AND LEAVE COILED AT 66 BLOCK FOR AT &T TO TERMINATE. 3. CAT 5 CABLE SHALL RUN ALONG CABLE TRAY AND BE DRESSED PROPERLY WITH TIE WRAPS CUT SUCH THAT SHARP EDGES ARE POINTED UPWARD, CAT 5 CABLE SHOULD NEVER BE STAPLED AGAINST ANY SURFACE TO HOLD IT IN PLACE. LEGEND; * DENOTES CONTRACTOR PUNCHDOWN RESPONSIBILITY, 1; c 0 p C ) P N O U � 0 n 2 0 Ll � J W 20 0 � 2 N o r w 2 � 4 a N W 0 N d Y1 0 PREU Va:PAV CDS A PRFUV1C:47YCD3- 07.2T?010 STAY RED RN n1S 0 FINAL CDS -167 }AID 1 RNALCDS- 11- 15 z a 4 TY.LAY.TJ FY: f.V?J j jAJi j 0Gq ClceueD aY: KCH PLOT DATE: llfl51h710 PROJECT k. SOW RLE t1A5�E: E.l.tl n SIVEI fij%l ER E -3 Q EDGE CONSUJING EN: NEM. INC o m E U C U p b U ku W 353 C & Wr a S � s 4� NOTES: FO2 BOLIOM —ILIMPERS USE 1 /2' COAX FASRICAIE JUMPERS TO ASSURE THAI THE CONNECTOR IS 56' FROM THE PLAIFORM ALLOVANG ENOUGH SLACK. TO REACH ALL BTS CONNECTIONS IF CABINET IS NOT IN PLACE, ENTRY PO11 URGE ARRESTOR / I ALAWA CA%E MOUN FIF PACK POU PLIED I`�iTH �. I/2' COAX j0 I 66 BLOCK p12A5'1G 1111111 f SUPPLI_D BY G. C. GROUND BAR NSTAI LED �_ 1 �RETU:ZN 6U5 BOTTOM JUIMPER (SEE E<OTE 1 & 2) 0 POl4FR Bus E)JiTING DC BREAKER PANEL 10 AMP BREAKER SUPPLIED BY AT &T 14 m 2 CE j M N 0 2 a Q ` o Ew 30 IL o OQ� _ �m fA o 0 - p,WF ENtJ CONVECTOR B• TEMALE M-N CONVECTOR A BOTTOM JUMPER & BIAS T DETAIL EA SCALE; NTS P2EU Vii 4A4Y CDS A PFFLI`:INAi(CDS- 07.773010 B C D E STAVPED FINALS 0 FI'LALCDS- 162 }710 1 RV- CDS- 11- 152010 2 3 d DRAY.N BY: MVA / !AH 1 fJGh CHKC - ID BY: NCB PLOT DATE 11116/2,719 PRO!ECT K: 5rfo HLENWA : E1.d- SHEEMJVUR E -4 Qo EDGE CO7.'Sli.7,7 ;G E1 #G!VEE4s. INC. AMAIN COAX NORTH KEYED NOTES: ]05YER GROUNDIVG: A EXTEND #2 TIN' €P CU WIRE FROM BURIED EQUIPMENT SHELTER GROUND RIIG TO PROPOSED TOWER GROUND RING AND MA.xE EXCITIERN11C CONNECTION. HATC NAIE GROUND BA.? B EXTEND #2 TINNED CU WIRE FROM BURIED GROUND RING UPTO THE HATCHPLATE GROUND BAR Al2D MAKE AN EXOTHERMIC HELD. GROUNDIVGOFINTERNALGROVrI f�3JG: O EXTEND #2 TINNED CU WIRE FROM BURIED GROUND RING THROUGH 112' DIA PVC SLEEVE INTO EQUIPI /ENT SHELTER FOR CONNECTION TO INTERIOR HALO GROUND RING. TYPICAL AT 4 BUILDING CORNERS. D GROUND RO6 COPPERCLAD STEEL, 518' TYA 8' FEET LONG. PCE BRY• IE SUPPORT PO51 GROUNDIfn E EXTEND #2 TINNED CV WIRE FROM BURIED GROUND RING TO ALL ICE BRIDGE SUPPORT POSTS AND EXOTHERMICALLY WELD. FENCE GROVl2DING: F IF FENCE IS WITHIN b' OF GROUNDNG RING, EXTEND #2 TINNED CU WiRE F! BU.'8ED GROUND RING TO FENCE CGN214ER POSTS AND EXOTHERMICALLY WELD. HVAC GROUND'NG. Q EXTEND #2 TINNED CU WIRE FROM BURIED GROUND RING TO THE HVAC UMI AND NWlA MECHATtCAL CONN: CPON. TOWER GROUND BAR END# TI , ED %%IRE FROM BURIED GROUND RING UP O TO THE TO'1IER GROUND BAR AND MAKE AN EXOTHERMMIC WELD, SECURE GROUND BAR DIRECTLY 101OWER 111TH STAINLESS STEEL MOUNTING MAIERM. CELL REF €PENCE GROUND BAR E.XTENO #2 TINNED CU %PF FROM BURIED GROUND RING UP TO THE CELL REFERENCE GROUND BAR QNSIDE StiELIER) AND MAKE MECHANICAL CONNECTION. TELCO GROUND BAR. T EXTEND #2 TINNED CU W1RE FROM BURIED GROUND RING UP TO TELCO GROUND BAR (INSIDE SHELTER) AND MAKE A MECHANICAL CONIiECTSON. A14E NA GROUND 0 1 K 1 I: OUNT GROUND SLV7 DIRECTLY 70TO'ATR AT TOP OF COAX t...l RUNS. SECURE TO TONER WITH STWNLESSSIEEL MOUNT. FENCE GROUNDING: EXTEND #2 TINNED CU HERE FROM BURIED GROUND RING TO FENCE POSTS AND EXOTHERMICALLY%%I GROUNDING SCHEDULE: AL CADWELD CTAVNECTION MECHANICAL BURNDY CONNECTION ® GROUND ROD (618'x 8' LCNG COPPER CLAD �LU*rsa <Y cE,s SPACED 8' O.C.) 1[X11 GROUND ROD 1Vjd4SPECTION WELL #2 AWG SOND TINNED COPPER - FENCE COMPOUND GROUND RING (ONLY FOR POOR GROUNDING CONDITIONS} — .. —..� -LEADS FROM GROUND R +SIG TO TOWER n - LEADS FROM GROUND RING TO SHELTER 1 • LEADS FROM GROUND RING TO EQUIPMENT - MAN LEADS TO GROUND BARS GENERAL NOTES: I. ALL DETAILS ARE SHOA'N ARE GENERAL IN NATURt ACTUAL GROUNDING INSIALLATION AND CONSTRUCIION MAY VARY D'JF TO SPECIFIC SITE CONDITIONS 2. ALL EXTFRIOR GROUNDING CABLE AND TOP OF GROUNDING RODSSHALL BE BURIED A?INi1"UM DEPTH OF 42' BEtOW FINISHED GRADE, 3. ALL GROUNDING CONDUCTORS SHALL BE 92 SOi1D TINNED COPPER CABLE 4, GROUND SYSTEM SHALL BE TESTED PER SP€CI-TCATLONSAND SHAH HAVE A RESISTANCE OF 5 OHMS OR LESS. 5, NOTI - Y ENGINEER IF TiTERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE CONDITIONS. PROPOSED CEDARFENCE I I I w I I I I I I I I I j I I x 1 Pi20POSED GV -0' x l I i 75' -0' LEASEAREA I i I X I 1 I I � i I x 1 I I 1 t l 1 I I I ! I I I I j II i E ' X I I i I GROUND TOWER STFELTO TOWER D PROPOSED EQUIPMENT GROUND R6NG � GROUND fBNG (3 TYP.) ' PROPOSED 1°°" -0' f110NOPOLE • • K — _ _ �• • --ED • • — • I I ' I P .ROPOSEPTOVlrRGROUNDRING '.�• -�*•�' � � F INSPECTION WfE1.4 SEE DETAIL E /G-3 ' PROPOSED TOWER GROUND RING PROPOSED AT &T I I A I EQUI'VENTSHEOER ~ 1 I y� I ( }PROPOSED EQ E ` 7 - INSPECTION 4VELi SEE DEINL E,/G-3 x l I , I � {� .. •SE I 4 I GROUND EQUIPMFNT CANNETS ' 1 I AND UTILITY RACK POSTS ` ED 4� > I o � I I I I I �- •' I.�� 1 I � 1 � r F ' . —., ._. —__ —. ��— ...•.---- .-- •..�- _-- ..— . -�:.+ METER GROl1NDE6DiRECTLYTO ---- -- ••�-_--- .— .------- .�.. —. p.7 - -•• -- �•- --' I 4 (2) INDEPENDFINT GROUND RODS P7QPOSED GATE GROUDING.' I , / SEE DEIAIL B /G.3 0 m � LI w C a v d D k C 0 I.i Z 2 R o m J � O (L U 13 N Z 2 EL Y a 0U) �Lno SCALE: 11'x17'- l' - 22x34'- 1't8' -0' DRAM4 BY: CHEMD5r, xce PL OT DATE; IIJ1612010 PROTECT #:. :nm FILE NM{.=.: GId— S'UTNXR RER G ^7 ewe �s+n3uuu.s, crr� „vccw> ins,. �LU*rsa <Y cE,s A PREUVO4AVC0S -07.27 -2410 B C D E STAN3ED FIM1A.LS; n H'w.cPS lo-77 - .alo 1 R:TAl CpS- it -1�N70 SCALE: 11'x17'- l' - 22x34'- 1't8' -0' DRAM4 BY: CHEMD5r, xce PL OT DATE; IIJ1612010 PROTECT #:. :nm FILE NM{.=.: GId— S'UTNXR RER G ^7 ewe �s+n3uuu.s, crr� „vccw> ins,. C ONNECTION ANTENNA PANEL GROUND IMA / DTPLFXER GROUND BAR (IF AI TMA GROUND REE CABLE TO TMA / DIPLEXER I Iv /MECHAIVICALCONNECnC4J (SEE SHEET A3) COAX 1/2' COAX JUMPER � �r TOWER PORT HOLE Y RET CABLE NAVE GUIDE ICE BRIDGE. RET CABLE TO ADDTTIONAL PANEL ANTENNAS (SEE SHEET A3) [ B 1 OUTUNE OF NEW EOU{PNEM SHELTER. 4D TO SECTOR GROUND UAR, HOLE STE EL W/ HARGER 0223T d c i f r N o S 0 a 4 U T ll � 11f � Illl � WALLOPENINC OCCA ON o {( 0 )y{ OPENINGS NOT BEING USED SIULLL BE CAPPED W /SEALING BOOTS UGHTNING 1ECTION MODULE MOUNTED ON END OF � B IDGE: GROUNDTO EXTERIOR SHELTER GR JD BAR 14 L' f A fl (2) k2 AWG STRANDED COPPER GREEN INSULATED JUMPER FROM HATCH PLATE TO EXTERNAL GROUND BAT, TWO HOLE CO%IPRESSfON LUG AT BOTH ENDS J �Z fly Q a N W W W 0 13 u ,v _N 2 � T 0 z� � p N N 0 "I room 11,1911,69"A I OWNS", � "ll p000 n00000 00000000000 Goo (2) 02 AING SOLID BARE TINNED I TO GROUND RING W/ CADWFLD DIA WAVEGLADE BOOT ASSEMBLY. TIMBER VARIES, AS REQUIRED BYAT &T NUMBER & SIZE OF COAXIAL CABLE WILL VARY AT EACH LOCATION O 10118 OR EQUIV, TVP, COAXIAL CABLE GROUNDING KR ATTACH TO GROUND BAR WI I6 AWG STRANDED WIRE & 2 HOLE LUG x4' x 26' COPPER GROUND BAR (".) 2 HOLE CONNECTORSIUM k2AN%G SOLID BARETINNED COPPER UTIIJZE GROUNDING 4B WHEN AVAILABLE NOTES 1. USE 244CU CONNECTOR W/ .RAR--EF?UPCXLVNIVMWI PIPE CLANLPS FOR ROUND MF_MBERSOR - HARGER W223T HAW DUTY TINNED RANGE BONDING PLATE 2. USE EXTERNAL ANTI-OXIDATION COMPOUND. 3, PAINT 4YITH COW GALV. COMPOUND AFTER BONDING. GROUND CONNECTION FROM TOWER (TYP. OF 3) FINISHEDGRADE o'I! III -III -III III + . - I II ..III III -III . I II-1 III 77 CADWELD CONNECTION � e --- - -- - -- - -- - -- - -- - - - - - ' EX1511NG TOWER GROUND RING. K A") , GROUNDING DETAILS G 2 SCALE: NTS fill GROUNp CON "NECT10Nil'O T01VER ST €EL TO BE hIECHANICAL. NO V4'kTDING TO TO'1lER STEEi ALLOIVEQ. GROUNDING NOTES 1. ALL BELOW GRADE CONNECTIONS ARE TO BE EXOTHERMECALLY VFUDED A MINIMUM OF 48' BELOW GRADE. 2. APPLY COLD GALVANIZATION TO ALL ABOVE GROUND EXOTHERUCALLY WELDEO CONNECTIONS. 3, APPLY ANTI OXIDEfJT' KOPR SHIELD' 10 ALL MECHANICAL CONNECTIONS. DRA4'44 BY: MYIA 1 JAH / OCD CH_TMD BY: KCE PLOT DATE 11/16(2010 PROJECT 4r. 50x7 F0.E 1+.441c: C 2dDn "ET r"M.NR G -2 V R2 TINNED CO ?PER GROUND LEAD TO ANT N PIPE, TYP.(CADWELD) — 06 INSULATED COAX GROUND KITS TO SECTOR GROUND BAR `. � I II UP TER ANTENNA GRWND BAR@ PRNM"A.RYCDk A PRH1R!iwy COI- 07-37 -20TO B EXTERNAL SHELTER GROUND BAR G - SCALL NTS SIAV.�FD FNL4LS 0 FI'UL COS- 14742070 T H•N1 IT LS7oIu CCU EDGE CONW TiN'G EN 4EEI3, INC. GUIDE ENTRY PORT: FURNISHED BY WEATHERPROOF GROUND O WAVE C BUI - DINGt FR, IQT CONNECTON B HATCH PLATE IO EXTERNAL O GROUND D GROUND BAR WITH #6 AWG STRANDED JUMPER W/ SHORT BARRFL COMPRESSION LUGS. C MASTER GROUND BAR SUPPLIED BY BUI_ ANG MFR. ELECTRICAL E CONTRACTOR TO EXTEND (2) R2 SOD +' BARE COPPER LEADS DOWN THROUGH } BUI -DING WALL Q45 °ANGLE AND INTO 3 /4' PVC CONDUITS EXTERIOR GROUND BAR; ELECTRICAL I ; TO h2 SO LO IYTO Q CONTRACTO� BARE COPPER LEADS 3/4 PVC CONDUITS AND PROVIDE E NECESSARY CADWELD CONNECTIONS. (2) k2 SOLID BARE COPPER LEADS IN 9 O SEALED 314' CARFLEX CONDUIT FROM O EQUIPMENT RING TO MGB, CONTRACTOR 10 PROVIDE ALL REQ D CAMAELD CONNECTIONS. G (2) N2 COPPER TINNED GROUND LEADS TO GROUND RING. EQUIPMENT SHELTER a MONOPOLE TONER. 1' ;1 COAXIAL CABLE GROUND KITS TO TOWER GROUND BAR. PROPOSED GROUND BARS: MOUNT I I I I III LOWER 703 DLAGOYAIY FOR EASi_R _ III — III Ili T OF GROUND NG Sf RAPS. _Ifs II O HOOKUP MOUNT BAR ON TUATR ABOVE l WAVFGU:DE BRIDGE AND AT THE TOP OF LF,AD THRU 1 THE TOWER(UGB). BURRING PEN'ETRATION' O Jt2AWG BARE, SOLID. TINNED COPPER GROUND LEADS FROM LOWERTGS TO GROUND TO INIFRIOR --- — GROUND RING. COAXIAL CABLES WITH DRIPLOOP. M MAINTAIN MINUUM BEND RADIUS, VI TYPE CADV CONNECTION I6 AWG SIRANOLD COPPER JUNIPER N BETWEEN WAVFGUIDE BRIDGE AND SIEEL SUPPORT POST. AWG BARE, SOLID, INNED COPPER Q #2 LEADS TO ICE BRIDGE POST.. OP INSPECTION WELL ENCASE ALL GROUND LEADS IN CAWLEX CONDUIT FOR MkN. 18' BELOW GRADE. 4D TO SECTOR GROUND UAR, HOLE STE EL W/ HARGER 0223T d c i f r N o S 0 a 4 U T ll � 11f � Illl � WALLOPENINC OCCA ON o {( 0 )y{ OPENINGS NOT BEING USED SIULLL BE CAPPED W /SEALING BOOTS UGHTNING 1ECTION MODULE MOUNTED ON END OF � B IDGE: GROUNDTO EXTERIOR SHELTER GR JD BAR 14 L' f A fl (2) k2 AWG STRANDED COPPER GREEN INSULATED JUMPER FROM HATCH PLATE TO EXTERNAL GROUND BAT, TWO HOLE CO%IPRESSfON LUG AT BOTH ENDS J �Z fly Q a N W W W 0 13 u ,v _N 2 � T 0 z� � p N N 0 "I room 11,1911,69"A I OWNS", � "ll p000 n00000 00000000000 Goo (2) 02 AING SOLID BARE TINNED I TO GROUND RING W/ CADWFLD DIA WAVEGLADE BOOT ASSEMBLY. TIMBER VARIES, AS REQUIRED BYAT &T NUMBER & SIZE OF COAXIAL CABLE WILL VARY AT EACH LOCATION O 10118 OR EQUIV, TVP, COAXIAL CABLE GROUNDING KR ATTACH TO GROUND BAR WI I6 AWG STRANDED WIRE & 2 HOLE LUG x4' x 26' COPPER GROUND BAR (".) 2 HOLE CONNECTORSIUM k2AN%G SOLID BARETINNED COPPER UTIIJZE GROUNDING 4B WHEN AVAILABLE NOTES 1. USE 244CU CONNECTOR W/ .RAR--EF?UPCXLVNIVMWI PIPE CLANLPS FOR ROUND MF_MBERSOR - HARGER W223T HAW DUTY TINNED RANGE BONDING PLATE 2. USE EXTERNAL ANTI-OXIDATION COMPOUND. 3, PAINT 4YITH COW GALV. COMPOUND AFTER BONDING. GROUND CONNECTION FROM TOWER (TYP. OF 3) FINISHEDGRADE o'I! III -III -III III + . - I II ..III III -III . I II-1 III 77 CADWELD CONNECTION � e --- - -- - -- - -- - -- - -- - - - - - ' EX1511NG TOWER GROUND RING. K A") , GROUNDING DETAILS G 2 SCALE: NTS fill GROUNp CON "NECT10Nil'O T01VER ST €EL TO BE hIECHANICAL. NO V4'kTDING TO TO'1lER STEEi ALLOIVEQ. GROUNDING NOTES 1. ALL BELOW GRADE CONNECTIONS ARE TO BE EXOTHERMECALLY VFUDED A MINIMUM OF 48' BELOW GRADE. 2. APPLY COLD GALVANIZATION TO ALL ABOVE GROUND EXOTHERUCALLY WELDEO CONNECTIONS. 3, APPLY ANTI OXIDEfJT' KOPR SHIELD' 10 ALL MECHANICAL CONNECTIONS. DRA4'44 BY: MYIA 1 JAH / OCD CH_TMD BY: KCE PLOT DATE 11/16(2010 PROJECT 4r. 50x7 F0.E 1+.441c: C 2dDn "ET r"M.NR G -2 V R2 TINNED CO ?PER GROUND LEAD TO ANT N PIPE, TYP.(CADWELD) — 06 INSULATED COAX GROUND KITS TO SECTOR GROUND BAR `. � I II UP TER ANTENNA GRWND BAR@ PRNM"A.RYCDk A PRH1R!iwy COI- 07-37 -20TO B EXTERNAL SHELTER GROUND BAR G - SCALL NTS SIAV.�FD FNL4LS 0 FI'UL COS- 14742070 T H•N1 IT LS7oIu CCU EDGE CONW TiN'G EN 4EEI3, INC. CC) EDGE MNSMING MGNEERS. INC. a r tMUTY CONDUTTS TO BE BURIED MINIMUM OF 48' BELOW GROUND LEVEL COW BELOW THE FROST LINE. Ia t conDUB TYPE, SIZE, QUANTnY AND SEPARATION TO SE vEma_D G �i O G VYITII LOCAL UTIJTY PROVIDER REWIREMENI& o c 4' O.D. CORNER POST (IYP.) C rql m m $ � SWINGING GATE FRAM E CHWNLINX FENCE C a Q D FIXED FENCE POST l) FLNISHED GRADE TO MATCH MSIING WIDTH SLOPE, MATFRIAL AND THICKNESS AS REQUIRED BACKFILL PER EARTHVlORK SPEQFICAIIONS COMPACTED TO 95% MODIFIED PROCTOR IN B' LIFTS FlNiyHFD GRADE - x12'LONG TINNED COPPER BRAIDED STRAP TYPICAL 6 EACH GATE CADWtI.O CO 'NECTIQN / h\ _ Q DOUB! E-LUG STAINLESS STEEL 0082 ER 4GSVM21WA1 /40R EQUIVALENT) '- z M.ECH. CONNECTION / i r 172 SOLI] BARE TINNED COFFER �< MIRE. ENCASE IN CARFTE]( CONDUIE - ? ` pErECTABTE UTILITY TAPE 02 AWG SOLID TINNED COPPER WIRE IN CARFLFX CONDUIT TO 24' BElO',{ G!Z4DE - ( J y/ \`\ m 2 -�l 1 1- / VV _ —a PROPOSED UTIiITY CONDUITS: EXACT TYPE, SUE AND 6TUANTTIY TO BE DETERMINED BY LOCAL UTUTY PRO%TDERS. CADWt"LD CONNECTION ' J Y l,AIUN TAIN4' LVJ MJM COVER IN ALL ry,REC71OTR3 GROUND RING FVEND / TO OTHER GATE POST BURIED *2 SOJD BARE CONCRETE o BOND EACH CORNER POST & LINE POST a GATE COPPER GROUND LEAD FROM ``�� EOUIPMI NT GROUND RING o `UNDISTURBED SOIL /'' S /B'x10'LONG _ l W ��6'. SELECT BACKFI -L (SAND OR NATIVE SOIL) _ r _ I /•' /, GROUNDROD PER SARI IVlORK SPECIHCATiON5 �� I ,�' n IIVlI � �`� IiII t CADAUDCOiNNECTION GROUND ID' UND R CiAD GRO RD 2Q —a N A UTILITY TRENCH DETAIL a GATE GROUNDING DETAIL G FENCE POST GROUNDING DETAIL 0 G3 SCALE: NTS G 3 SCALE: NTS G3 SCALE; NTS o oNo 10" x45' DEEP INSPECTION WELL CAP PVC PIPE 557TH COVER ra�'r Hvnc UNIT (2 TYP.) I OUTSIDE SHELTER INSIDE SHELTER 6s � TINISHEDGRADE c [ r . II. IN. i re m (TOP OF GRAVEL) = S l r ' T d PH m ism COAX ENTRY SEAL ° EQUIPMENT J C, } � (PROVIDEDAND INSTALLED BY G.C.) i BUILDING _. I1 F ] I I — III COAX CABLE (h e o 0 o PREUVttAWCDi A PREIIVlWe CPS -07 -2] -2010 N2 SOLID BARE COPPER CONDUCTOR 5V/ SHORT BARREL COMPRESSION LUGS — W —I —III ' I I — I 1 I - 9 ALPHA B SECURED TO HVAC UNn '- III — III ` r I I I -1 1 48'#2 SOLID TINNED COPPER V 19E USED FOR GROUND GROUNDK(T (TYP: BETA C D PIASECCONDUITCLIPS i I i -1 - 1 I kNPEDANCETESTING _ F 1 /2' DIA PVC CONDUR: CAD55'ELD (TYP.) 1 — lII i I I -III GAMMA STAVPED FltiV.S E)aENDPVC PIPE I2'BFLOW GRADE 11 1I — III —I u — c 0 FlrRAL COB - 162,E -2U10 — I 1 - I I1 1 FlNAL DDS- 11- 1b2070 FINISHED GRADE I _ — i II — III 11 — FUTURE TEL 2 �. I _ . — ' • I— )r ; I I — 11 —I LIE CABLING (Dc/Fi , a — I '.�' 02BA�ESODDCOPPER 1 —I EQUIPMENT GROUND JI VIEVl FROM oRAtitirR BY: f RING (T5'P.) ' o INSIDESHELTER 1.7TT.7!- WI/oGD CHECKED BY: SfCe i • CADY ELD TYPE GS I - `4 ; III - I 1 1 EQUIPMENT BUI_DING GROUND RING -1 0 jyYc _I /• I - f - - C �., ,_ PLOTOATF. 'r 518' x & COPPER CLAD GROUND ROD 1 11 161 2131 0 314' CRUSHED STONE (SAME AS TOP GRAVEL). FILL TEST WELL TO VJTHIN 2' OF TOP OF GROUND LOOP WIRE PROTECT k. CADV�LD CONNECTION sow FILE NMIR HVAC GROUNDING DETAIL F HATCH PLATE LAYOUT `' 511TEI HJ'.'EE2 E INSPECTION WELL DETAIL G 3 SCALE: NTS G SCALE: NTS G 3 SCALE: NTS G- CC) EDGE MNSMING MGNEERS. INC. 0 EDGE CONSULMG EN 3 JERS. INC. 0 C ANTENNA PIPE MOUNT TOP JUMPER CABLE �0 � 12'T0 2A' INDOOR O(TiDOOR ANTENNA CABLES (TYP) ) SECTOR ANTENNA c $ n t g ANIENNACABLE — — — WALL OR ROOF / % GROUND KIT v w ; $ D 0 WEAMERPROOHNG WT (SEE NOTE 3) j / TMgrpIPLEXQR JUNIPER CABLE (WHERE READ) MVVI)iPLEXM WHERE REQ D CABLEGROUNDYN ' --- -- GROUND TI.AJpiPLEXOR TO i!6 AI'!G STRANDED CU WIRE VlfTH lib Al4'G (TYP) SECTOR GROUND BAR ( R) GREEN. 60OV. THM INSULATION (GROUNDED TO GROUND BAR) ' -- (SEE NOTE 1 & 2) ANDRE4Y (0.2 SIM. LAP) MULIIPLE ENTRANCE WALL/ Vol' ROOF FEED PIRU ASSEMBLY SECTOR CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE NO TE 1. DO NOT INSTALL CABLE GROUND IBl AT A BEND AND ALWAYS Di?ECT GROUND W4RF DO'd.TJ TO GROUND BAR. 2. GROUNDING SHALL BE T1PE AND PART h'UMdER AS FlT SUPPLIED OR RECO.MMENDED BY CABLE Nt&NUFACNR ER. �� %! j f CONNECT HATCH PLATE TO GROUND BAR WITH 2 HOLE LUGS Gq ND BAR k2 AWG SQE) TINNED "RETOGROUNDRING G ROUNDB AR COLLECTION GROUND BAR _ GRO(P4DVdT A M IE MN COAX UL4EJRET CABLE IS ORE !"1 z /f/J� _` O r� 2 W O ` W 3 � 3. WEATHER PROOFING SHALL 8E AS SUPPLIED OR RECOt�(MNJDEp — _ THAN 200', GROUND AT TOWER MID-PO,NI _ „ Q �I f BY ABLE TNVdVFACTURER. h1NV COAX (IYP.) RIFT CABLE (rYP.) i i A ANTENNA CABLE DETAIL f B� CAME GROUNDINGi KIT GROUND 10 TaNER GROUND BAR w G-4 SCALE; NTS Cr4 SCALE: NTS AT THE BASE OF THE TOWER GROUN GROUND BAR RET LIGIGN'.NG SUPPRESSOR INSIALLED OWSOL OF SHELTER GROUND KIT (fVP.) 0 V it NOTES; USE UV -FATED HEAT SH71N < FO? OLITDOOR GROUND BAR APPLICATIONS AND CLEAR HEAT SHRINK FOR INDOOR APPLICAIfONS. a N O 1Il OUf 510E SHELTER INSVE SHELTER PROPOSED GROUND BAR MOUNTING VARUNAW; VERIFY EXACT HARDWARE REBUKED LOR APPUCATICN s. OR #b AVJG STRArDED cu 4'.TRE VATH GREEN, 60OV IHWN INSULATION ri C3 a 0 0�(3 I y 0 O d O o Q O 0 a�� �1 ® GROUND BAR ON SHELTER WAL O 0 0 ®� 6 L' FLOOR OR ON ANTENNA TOWER SURGE ARRESTOR (TYP.) OF APPLICABLE) 81A5 -T WHERE REO'p GROUND EACH DI'LEXOR TO Ir iTERIOR SHELTER GROJ,YD BA4 PzEL15a�:ASY CpS A FTEBxNA4YC45- oa- zazulo B C 0 E STAMPED HaTALS o Flr+r� Cps- laz��olo I F1'i0. cps -111 s2710 2 s ©Q 00� 8T5 E4UIPA1Erff 4 RriAV.N EY: #2 AVIG SOLID BARE TINN ED COPPER I - vAJJA4 /OGD CH- CIzO BY: GROUND CONDUCTOR: EXOIHERMlCALLV 1VELD fO BURIED GROl1tJ D RiiJG AND GROUND BAR NCB PLOT DATE. 11116)2010 PRO!ECl rk. ml HLE NAMc. C-ad.� D GROUND BAR DETAIL C ANTENNA GROUNDING DETAIL G4 SCALE: NTS G 4 SCALE: NTS WEETIOMBER. G - 0 EDGE CONSULMG EN 3 JERS. INC. Q E DGE CONSLIJING EttaN €ERS INC. z SITE WORK GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES; GENERAL NOTES: ABBREVIATIONS' M� W L p � p 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. I, ALL CChNCR<iE W'ORX SHALL BE IN ACCORDANCE YfiTH THE qCl 301, AG 31 B- AG 336. ASHA A184, ASTPA Al S5 AND THE DESIGN AND CONSTRUCTION SPECI9CATKNN FOR CAST-11MPLACE CONCRETE. I, FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - OWNERS CONTRACTOR AGL ABOVE GROUND LEVEL BTS BASE TRANSCEPIER STATION fI V O � II � C v'U 6 2. ALL EXISIUJG ACTIVE SEWER, WATER, GAS. ELECTRIC, AND OTHER UTILITIES SHALL BE FOR E PROPER EXECUTION OF THE PTOTECIED AT ALL TIMES. AHD WHERE REQUIRED TH 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI Al 28 SUBCONTRACTOR - GENERAL CONTRACTOR CONSTRUCTION) OWNER -AT &T OEM - ORIGINAL EQUIPMENT MANUFACIURER (E) E7(FSTING u .0 @ qd S 0 o WORK. SHALL BE RELOCATED. EXIREMF CAUTION SHOULD BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFEW TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT DAYS, UNLESS NOTED OTHERWISE. 2 PRIOR TO THE W&VISSION OF BIDS. THE BIDDING SUBCONTRACTOR SHALL VISIT TH£ M MINIMUM MIA. NOTTOSCALE r M V NOT BE LIMITEDTO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY 3, REINFORCING STEEL SHALL CONFORM TO ASTM A616, GRADE 6% DEFORMED UNLESS SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT D) TRENCH LNG& EXCAVATION. NOTED OTHERWISE. WELDEDWTRE FABRIC SHALL CONFORM TDASTM A I BS WELDED THE WORK CAN BE ACCOMPLISHED ASSHOWWTN ON THE CONSTRUCTION DRAWINGS TIFF REFERENCE STEEL VARE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS'B' AND ALL ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR HOOKS SHALL BE STANDARD. UNLESS NOTED OTHERWISE AND FNGINEER. R'F RADIO FREQUENCY 3. ALL SfTE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS, T,B.D. TO BE DETERTJINED 4. THE FOLLOWING MIN'UNM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING 3. All MATMAN-S FURNISHED AND INSTALLED SHALL BF RJ STRICT ACCORDANCE WITH STEEL UNLESS 514OW'N OTHERYSE ON DRAWINGS ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES, SUBCONTRACTOR SHALL TSAR TO BE RESOLVED 4. IF NECESSARY, RUBBISH. STAMPS. DEBRIS. STICKS. STONES AND OTHER REFUSE SHALL BE ISSUE ALLAPPROPREAIE NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES. RULES. REMOVED FROM THE SITE AND DISPOSED OF LEGALLY, CONCRETE CAST AGAINST EARTH —31N. SPACE REGULATIONS AND LAWTUL ORDERS OF ANY PUBLIC AUTHORITY RFGARDING ME TYP TYPICAL CONCRETE EXPOSED TO EARTH OR WEATHER: PERFORMANCE OFIHE WYOR'K ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPALAND UTILITY COMPANY SPECIFICATIONS AND LOCAL REQ REQUITED 5. ALL EXISTING INACTIVE SEWER WATER, GAS. ELECTRIC AND OTHER UTILITIES, WHICH 96 AND LARGER.,._._..__._ _._21N. SPACE JUNSDiCTIONAL CODES, ORDINANCES ANDAPPLICARF REGULATIONS. INTERFERE WTTH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND /OR CAPPED, 06 AND SMALLER & WW"!F._.._...._.1 1/21N. SPACE FOR EQUIPMENT GROUND RING PLUGGED, OR OTHERWISE DISCONi1NUED AT POINTSWYHICH WILL NOT INTERFERE WITH uj THE EXECUTION OF THE WORK, SUBJECTTO THE APPROVAL OF CONTRACTOR. OWNER CONCRETE NOT FXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE 4, DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW AWG AMERICAN WIRE GAUGE AND /M LOCAL UTIAIIES GROUND SLAB A AND WAL ---314 LV L-- ...._...-- -. OUTLINE ONLY h'GB MASIER GROUND BUS ^ 2 6. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPEC]ICAT10TJS. BEAMS AND COLUMNS .--- .- .1112IN. 5. UNLESS NOTED OTHERWISE. THE WORK SHALL 14CLUDE FU:YNISMG MATERIALS. EQUPMENT. APPURTENANCES, AND LABOR NECESSARYTO COM BETE ALL IiSSTALLATIONSAS INDICATED ON THE DRAWINGS EG EQUIPMENT GROUND BCW BARE COPPER WIRE gy Q TH 7. E SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO ROW AWAY FROM HIS 5. A CHAMFER 3J4' SHALL BE PROVIDED AL L E EDGES OF CONCRETE UNLESS NJOTED OTHERWISE. ACCORDANCE WITH IT ACt CI 30 301 SECTION A24. SIAD SMART INTEGRATED DEVICE 0 EQUIPMENT AND TOWER AREAS. G 'KITING LIST' SUPPLIED WITH THE BD PACKAGE IDENTIRLS ITEMS THAT WILL BE SUPPLIED BYCONIRACIOR. IIEhSS NOT INCLUDED IN THE BILL OF ALAIERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. GEN GENERATOR 2 ' O S. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN NWERIALS- SNOW OR ICE SMALL NOT BE PLACED IN ANY FILL OR EMBANIUAENT. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN MGR INTERKlR GROUND RING (HALO) RBS RADIO BASE STATION r / y u 9. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UN'.FORM GRADE PRIOR 10 FINL5HED SURFACE APPLICATION. ACCORDANCE WITH MANUFACTURERS RECO;'WSMENDAIIONS UNLESS SPECIFICALLY STATED OTHERWI5E. I _ / 8. IF THE SPECIFIED ECUYMENT CANNOT BE INSTALLED AS SHOWN ON THESE 13RAWWINGS, ' 10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED THE SUBCONTRACTORSHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR i dr BY THE TOWER EQUIPMENT OR DRIVEWAY SHALL BE GRADED TO A UNIFORM SLOPE, APPROVAL BY THE CONTRACTOR. AND STAB;LIZED TO PREVENT EROS:OPJ. 11. SUBCONTRACTOR $HALL MINIMIZE DISTURBANCE TO EXISTING SITE DUR'NG 9. SUBCONTRACTOR SHALL DEIERMI` E ACTUAL ROUTING OFCO ,NpUR, POWER AND IT CABLES, GROUNIXNG CABLES AS SHOWN ON THE POWER GROIJNDING AND TELCO j CONSTRUCTION. EROSION CON1R0', MEASURES, IF REQUI`JED DURING CONSTRUCTION. SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AN D SEDIMENI CONTROL, PLAN DRAWING. 0. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMAENIS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. � T 0 i ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNERS DESIGNATED LOCATION 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 0 r Y/ 13. CONSTRUCTION SHALL COMPLY WITH ALL AT &T SPECIFICATIONS, z 0 u lu PREUh ,1NA71YCC�5: A F'RE1T%%NA7YCDS -07 -27 -pia B C D F SNAV?EO FW". 0 TINA Cp$- lU2]�?BIB I HtiIAL COS- 1SISn71Q 2 3 4 PRA15T9 SY: mim l JAH l oco CHECKED BY; KCB FiOT DA1v� I If 161201D PROJECT M: COl7 FRE NAM:: Irl d Ss1EET MJJ!f6LR Q E DGE CONSLIJING EttaN €ERS INC.