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HomeMy WebLinkAbout024-741-29-4301-CUP-2013-008ME SITE LOCATION Is Tn SITE LOCATION MAPS r.kl o ■ r 7� a r • i a ray 0 � •-r � Ii (*JNorvado ROUND LAKE 83 HAYWARD, WISCONBIN CONSTRUCTION DRAWINGS 3001 GUYED TOWER NOVEMBER 2013 SHEET INDEX: NO.: PAGE TITLE: T-1 TITLE SHEET C-1 SITE PLAN C-2 COMPOUND PLAN C-3 FENCE DETAILS C-4 SITE DETAILS C-5 ANCHOR FENCING C-6 GRADING PLAN C-7 SITE DETAILS S-1 EQUIPMENT DETAILS A-1 TOWER ELEVATION A-2 ICE BRIDGE DETAILS A-3 ANTENNA SPECIFICATIONS A-4 MICROWAVE DETAILS E-1 METER AND TELCO RACK G-1 GROUNDING PLAN G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS N-1 CONSTRUCTION NOTES PROJECT DIRECTOR CLIENT: NORVADO 43705 U.S. HIGHWAY 63 P.O. BOX 67 CABLE, WI 54821 CONTACT: DAN ANDERSON PHONE: 716.798.7116 ENGINEERING COMPANY: EDGE CONSULTING ENGINEERS, INC. 624 WATER STREET PRAIRIE DU SAC, WI 53578 CONTACT: OTTO DINGFELDER III P.E. PHONE: 608.644.1449 SITE AQUISITION: NORVADO 43705 U.S. HIGHWAY 63 P.O. BOX 67 CABLE, WI 54821 CONTACT: GUY FOLSOM PHONE: 716,798.7123 SURVEYOR: HEART OF THE NORTH SURVEYING OF HAYWARD. INC. 10339 N. DUFFY ROAD HAYWARD, WISCONSIN 54843 CONTACT: LARRY NELSON PHONE: 715.6342442 UTILITY INFORMATION ELECTRIC XCEL ENERGY PROVIDER: 1.800.481 A700 TELEPHONE NORVADO PROVIDER: 1.715.793.3303 TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACIL171ES BEFORE YOU DIG IN WISCONSIN, CALL DIGGERS HOTLINE TOLL FREE E �a 1-804242,8511 FAX A LOCATE 1-8OD338 WW • , •' VA STATUTE 1820175(1974) REOUWES MN. OF 3 WORKDAYS NOTICE BEFORE YOU EXCAVATE PROJECT INFO: SITE LOCATION: 489—FAWRYROAD PS,S6 Zj LRWRY Rz;�o_D T4AYWARD, WI 54843 PROPERTY OWNER: TOWN OF ROUND LAKE 10625N COUNTY HIGHWAY A HAYWARD, WI 54843 2C INFORMATION -PROPOSED TOWER BASE- (PER SURWO LAT (NAD 83)7 45--W- 4.6" LONG (NAD 83) 91 "-16'-13.5" GROUND ELEVATION (NA VD 88).• 1427- PLSS INFORMATION: A PART OF SW 114 OF THE SW 114 OF SECTION 29 TA1N, R.7W IN THE TOWN OF ROUND LAKE SAWYER COUNTY WISCONSIN PARCEL NUMBER: 57-024-2-01-07-29-0 03-OODO I O ENGINEER SEAL: ,����tpPllli 1I 11111111141►h1`. DDINGFELDER LO,ry,'ry ) r~= N A L r'�1j►�rr)rf r) I I I I L)1111LLu>>'�, I HEREBY CERTIFY THAT THIS PLAN SET WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF WISCONSIN. Slenahre Dade: 1 11 , "m /3 M 2 LQ C) Ww0 W Lo I N J J 2 11 7 Q 0 Q I 1 ISSUE DATE: I 1 RLvD*m 1 DRAWN BY: DGS CHECKED BY: OOD PLOT DAIL I III IMIJ PROJECT N. 8F4T FILE NAME: F-11Mn SHEET MWEIER T--1 Q EDGECONSUOINGENGWEERS,INC. © EDGE CONSUL7ING ENGINEERS INC. I -- - - - - ----------- - ---- - - -- -- .. -- - - - - - - - - - - --- - - - - I I NOTES: 4 REMOVE ALL TOPSOIL, ORGANIC MATERIAL AND WET OR POOR SOILS ALONG ACCESS DRIVE, CONTRACTOR TO REVIEW SITE CONDITIONS AND CONSULT GEOTECHNICAL REPORT FOR ANTICIPATED DEPTH OF SOILS THAT WILL REQUIRE REMOVAL IF POOR SOILS ARE ENCOUNTERED AT A DEPTH OF MORE THAN 12", CONTACT CONSTRUCTION MANAGER FOR GUIDANCE. SUBGRADE TO BE COMPACTED TO 95% MODIFIED PROCTOR AND VERIFIED BY PROOF -ROLL OR .I GEOTECHNICAL RECOMMENDATIONS, CONSULT GRADING PLAN OR SITE PLAN FOR FINAL SITE GRADES I RESTORATION: I THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRAVEL ACCESS DRIVE I REPAIR AND RESTORATION FOLLOWING CONSTRUCTION COMPLETION. ANY DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION UPON COMPLETION OF WORK. I I I NOTES: PIER REINFORCING USED FOR UTILITY RACKS AND ICE BRIDGE POSTS. MAINTAIN 3" MINIMUM REBAR COVER IN ALL DIRECTIONS PIER FOUNDATION DEPTH TO BE A MINIMUM OF 48"; DEPTH TO EXCEED LOCAL FROST DEPTH. PROVIDE PITCHED OR CROWNED CONCRETE FRdL5H FINISHEDGRAOF WIDTH OF BASE COURSE AND SUB -BASE TO EXCEED .{ FINAL ROAD SURFACE BY V-0" MIN. ON EACH SIDE EXISTING SUBC:RADE I I � � i .. ......... I I ' 8' MIN CI OF PROPOSED GRAVEL DRIVE G"N ACC= DRIVE -J f �- I TO BE 6" ABOVE EXISTING GRADE I ' HIJIYI+I'U SU[ti ACE / @ 2%(4PER FOOT) U20% (3) #3 TIES @ IWO.C. ;i TJ<F•^I.I 01, � Bn' [-nll'r,E I � "I �QpF - () 4 REBAR EQUALLYSPACED II I:1=II_I:-.�I..I.� I I.I 'I illl� •W-_Illi 'I�I I I I-_il� III-I�I::.�I�. 6# I IuI.I _IJ Llr' U L11-I_, I-- SIBiC�WL l I= 1u W -� -LI-u 1:= -L1 �H I 1=1 -_I I - .L11=! OIL[-1l-IJ !-I I III-f-11- 11�IJ[-- 1J�- .11 -f I-1 I L-LI. I '.1 j I-; 1=i1 J���=IL1-I �111 I II I !;� [ T—fT�i i.L 1 fir I f I_.1l I _I 1 I-�f�FI-_I 1 I-�F 1 I1 �I i —=I =I —I - Ci �L" I 'FTi_ -E I'I _i L� EXISTING SUBGRADE PROPOSED HIGH PERFORMANCE, WOVEN GEOTEXTILE FABRIC, 8" MIN. OF 3" BREAKER RUN STONE BASE COURSE (TYP.) { MIRAFI HP 270 OR EQUIVALENT AS REQUIRED OR DIRECTED BY THE CONSTRUCTION MANAGER; SEE NOTE ABOVE 4" MIN. OF 314" CRUSHED AGGREGATE FINISHED SURFACE (WISDOT GRADATION #3, APPROX. 65%GRAVEL, 25% SAND, j AiND 10%FINES; NP.) 14. .T I i A GRAVEL DRIVE CROSS SECTION c PIER FOUNDATION I C 4 SCALE: 11 " x 17" - 1 /2' = 1 I-0" C-0 SCALE: 11 " x 17" -1/2' = P-0" 22" x 34"-1' = l'-W 22" x 34" - 1 " = 1'-0" NOTES REMOVE Att I C MPOU`XDAREA ICONIRACTOR 1L ORGANIC A0 REVEW 59TOK4 AND P CONDTIONS ANDCR: POOR S WCONgULI GEOTECHNICAL REPORT FOR ANTICIPATED X..ni OF SOILSTI LAT WILT. RFQUrRE REMOVAL F -0, 5OII.S ARE ENCOIINIFfem AT A DEPTH OF MORE THAN 21-M. --_ Ai]DiEII7NAl SELECT FILL MAY BF REQUIRED. CONTACT CONSTRUCTION MANAGER FOR GUCANC.E. I 'I . FINAL TOWER FOUNDATION DESIGN RECOMMENDATIONS TO SUPERCEDE GRADING PLAN OR SITE PLAN ELEVATION, I I I I � I 3" MIN. OF 3/4" CRUSHED AGGREGATE W/O FINES (• ,�,' . • FIN19HEDGRAOE 61 MIN. OF 3/4" CRUSHED AGGREGATE WITH FINES .{ I� PROPOSED A CIL SPUNBONDED WEEQ BARRIER FABRIC; Y PP DUPONI Sr 40 OR K)UNALF-Nt I 6' � _ 217�• - 9.CT, *1- 2.O�T, 3�p'1, ,1, 1- ^�'•� 1YI'. TINISf iED SURFACE �V I I L: I _ - :"` " "•'I `/i r l r 'vi �;i'i/n. � i:'�: i'i 'ii/.`vi' v.; �../n�l •:i'� 'i�i'ti, 'ri r::vi/ �1'il: �'ii : 7/:;w ' i:��:i.. Jlr: �7,ii'aYi, Ski v7ii�%I' �' • h�1YI11 = ' i � I �� I � ICI'-I1. -p.. n " '/� 1 J �� _•. �. III II I �- -III y I I �. 1 L1-1 E f= •'.._ .._ ';- B(]II [ I- {_f_-l1 1 f P {.-�- I I j I=W=-ri- Sri l=ill 1= =41 f f-.l l f_-I I=11 1 1 II - I I 1 11=iTL EXISTING SUBGRADE UNDISTURBED NATIVE SOILS; _ PLACE V-W MIN, SELECT FILL IN MAXIMUM B" LIFTS; COMPACTED F TO MEET REQUIREMENTS ABOVE f+Cg}RYwl-Dl OR POOR OILS FILL MAY BE REQUIRED I I B COMPOUND CROSS SECTION_ I ' c-4 SCALE: NTS I I I I I I �- ---- .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. - - - . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- — —— --— -- —1 I _ 1 A� cc W 4 1 c m W DIA. SCH 40 GALVANIZED STEEL POST (W..) W °�. 0 I I I I I I I I ,III .III z 1 I � 2 I I J 0) N 4 �e .4 H _ CONCRETE TO BE A MINIMUM OF 3.0W PSI @ 28 DAYS W J DETAIL �a } a I ISSUE DATE: PRELIMINARY CDS - 09/13/2013 FINAL DRAWINGS -11/1 If2013 REVISIONS: DRAWN BY: DGS CHECKED BY. OGD PLOT DATE: 11/11/2013 PROJECT q: 1641 FILE NAME: C-4 dan SHEET NUMBER C--4 © EDGE CONSULTING ENGINEERS. INC __ -- _-__ _ __ -- _ -----____--_ ___- -- _ ---- I 1 '011 R CONVOL N M I a INVERT: 140s,1' d 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING/TRENCHING OPERATIONS AND MAINTAINED THROUGHOUT CONSTRUCTION 1 a PRC F-caIL 7 15, x 32, LONG ' 1 MEA SURES SHOWN ARE MINIMUM REQUIREMENTS ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADDITIONAL APPLICABLED m 0 _ CMP CULVERT, INCLUDING � I r WITHIN 24 HOURS IF THE REQUESTWS EROSION CONTROL MEASURES f _ 1 C o ] + APRON END WALI.5. PLACEAI fY - I% MIN- SLOPE 10 PROVIDE I 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH APPLICABLE WISCONSIN DNR TECHNICAL STANDARDS � m � 3 ° � "_i�4t5[INEDRAINAGF , 1 o c 1 S i ' NORTH 3. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO BE IN CONFORMANCE WITH NR 216 AT ALL TIMES 01 3 ? gS s °u°� 4, THE CONTRACTOR SHALL INSPECT AND MAIN A N IHE EROSION AND$j3IMENT CpWQCVL BEST MANAGEMENT PRACTICES AT MIN, OF A WEEKLY BASISAND WII HIN 24 � C o � 3 ro 1 f I 1 PROPOSED CONTOUR ' ' HOMAFTER A PRECIPITATION EVENT 0.5 INCHES ORGWATLR. CONTRACTOR ST IAIi CCNTHUf INSPECTION AND MNI�ITENANCE UNTIL. NIL VFGEFATIGN ESTABLISFIMENT 'n m o ,o ANCIJOR PRRIECT AC[:EKAN CONTRACTOR SHALL MNIVTA" RECORDS OF ALL INSf•'FCTIONS AND MNNTfiNANCE ACTIVITIES IN ACCORDANCE WTH CITY RFQUIT&M ENTS. j 'o I S RECORDS 5 •TALL BE 5i�MRTED WRIT PIiO]EG1 CLOSEIXIT MATCPIA . B a` Q- 0 1 PROPOSED TREE 5. SILT FENCE: 51L! FENCE SHALL%B INSTALLED PRIOR fOlWVL,1RADING OPERATIONS AND MAIN THROUGHOUT THE C01Y,SiR11CTIDN. SILT FENCE SNALLBE INBIALLE¢ 1 CLEARING I ALONG ALL SIDE SLOPED AND DDVINSLOPFDSIDES OF THE PROJECT AND ALONG CHANNU EE)GCS'TO REDUCE SEDIMENT AMOUNTS REACHING 1TiECHANNEL SEDIMENT O J \ li •, SHALL. BE REMOVED FROM BEHINf7 9IlT FENCE YQJiEN DEPOSITS REACH RALF HEIGHT OF BARRIERS TYP. FABRIC TO BF INSTALLED 4-INCHES BELOWCRAM 1FIR000HOIJT THE J 1 - I ^� i RUN. HORIZONTAL SPACING OF WO¢D POSTS Tp a# 8 FEET 6LAITIMUM 1 SILT SOCK: SILT SOCK MAY BE UTILIZED IN LIEU OF SILT FENCE. INSTALL PER MANUFACTURERS REQUIREMENT& SEDIMENT 10 BE REMOV0 FROM BEHIND SILT SOCK WHEN 1 DEPOSITS REACH HALF HEIGHT OF THE BARRIER TYP. SILT SOCK O 9E USED WITHIN THE DRIP LINE OF ANYTREES OR SHRUBS TO BE PRC WZTED. •�2,r v 1 y f 1. SILT FENCE OR SILTSOCK SHALL BE INSTALLED ON THE DOWNSLOPES OF ALL SOIL STOCKPILES, j J J 7 j INSTALL PROPOSED DITCH TO ` ` 1 _ � B. EROSION MAT: ALL EROSION MAT USED ON THIS PROJECT SHALL BE CLASS I, TYPE C. I PROVIDE DRAINAGE AWAY OM PROPOSED ACCESS "E - 1 J 9-AMTOPSOILOREXCAVATEDMAIFRIAL$jORAGE%LESCONTAIMNGMORETHAN10CUBICYARDSOFMATERIAL$HALLNOTBELOCATEDWBHINADOWNSLOPEDRAINAGE LENGTH OF LESS THAN 25 FEET Tp A ROADWAY, PONDOR DRAINAG, CHANNEL. PILES REMAINING FOR MORE THAN 7 DAYS SHALL BE SIABILIZED13Y MULCHING, VEGEiAVE WOODS CCCWR. TARPS OR 01 HER MEAW LIMITS Lif GRADITJr'r / I. 10 PIITHOALRITTRACKED TO ADJACENT STREETS SHALL BE SWEPT AT THE END OF EACH WORK DAY, PRIOR TO ANTICIPATED PRECIPITATION, OR AS REQUIRED BY GOVERNING ] � b15TURBAIVCE / 11.1HE CONTRACI09 SHALL COLLECT AND RE3ulOVE ALL CONSTRUCTION DEBRLS. EXCESS MATERIALS• TRASH AND OTHER MATERIALS AT THE END OF EACH WORKDAY TO / PREVENT RUNOFF EOLS A11 T®NE OPROPERTIES. BILDINGWPC MATERIAL SHALL BE ODCTPROPOI POSDD ���9 roMSAAOQ;ED AND ELYB^ / 12. CONTRACTOR TO REMOVE SEDIMENT FROM STORM WATER FACILITIES AFTER COMPLETION OF ALL SITE CONSTRUCTION AND PRIOR TO SUBSTANTIAL COMPLETION N S P: 1411 1' / j 13. REMOVE ALL EROSION CONTROL MEASURES AFTER PROJECT ACCEPTANCE AND FILE NOTICE OF TERMINATION IN ACCORDANCE WITH WDNR REQUIREMENTS 7 I J PRQFYS3EROSION•'' GRADING & RErGRATi4N NOTES: w II IL J ` - GONTROL MAT L BENCHMARK & HORIZONTAL CONTROL INFORMATION IS NOTED ON THE EXISTING SITE PLAN. CONTRACTOR SHALL CONFIRM ACCURACY OF CONTROL PRIOR TO USE REPORT ALL DISCREPANCIES TO ENGINEER CONTOUR INTERVAL IS 1 FOOT" 2, IN ACCORDANCE WITH WISCONSIN STATUTE 1820175. DAMAGE TO TRANSMISSION FACILITIES. EXCAVATOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE p` \ ' ' ADVANCE NOTICE TO THE DESIGNATED 'ONE CALL SYSTEM' AND DESIGNATED ON -SITE PRIVATE LOCATOR NOT LESS THEN THREE WORKING DAYS PRIOR J TO COMMENCEMENT OF ANY EXCAVATION REQUIRED TO PREFORM WORK CONTAINED ON THESE DRAWINGS, EXCAVATION SHALL COMPLY WITH ALL - f OTHER REQUIREMENTS OF THIS STATUTE RELATIVE TO EXCAVATOR'S WORK. w REMOVE ALL TOPSOIL AND UNSUITABLE MATERIAL FROM WITHIN PROJECT LIMITS. 0 1 4. CUT/FILL TO REQUIRED SUBGRADE LEVELS WITH STRUCTURAL GRANULAR MATERIAL, PLACE, COMPACT AND TEST PER SPECIFICATIONS z fff ' , I 5. FINISHED SITE TO BE GRADED TO MAINTNN POSITIVE DRAINAGE IN ALL AREAS Q 6 RESTORE ALL DISTURBED TURF AREAS (INCLUDING STAGING ARW TO LAWN TYPE GRASS USING SOD OR OTHER MATERIALS AS NOTED IN THE LANDSCAPE PLANS, I PWPARF SUBGME BY TILLING UP OOMPACFED SOTS. INSTALL12' MIN, TOPSOIL 7. DUST DURING CONSTRUCTION SHALL BE MINIMIZED AS BEST AS POSSIBLE. THIS INCLUDES PROPER STAGING OF CONSTRUCTION ACTIVIITIES TO MINIMIZE SOIL EXPOSURE AND USE OF WATER TRUCK IF REQUIRED. ' r B. RESTORE SITE INCREMENTALLY AS WORK PROGRESSES IN A TIMELY MANNER, T ~Z- i P• 141678, 9. ALL FINISH GRADED AREAS SHALL BE STABILIZED WITHIN 72 HOURS AFTER FINISH GRADING IS COMPLETE ON ANY AREA P►'ram' \ 1 1 \ \ , 4,d,9' J 15, 9 15 30' 1 rWOODS ? I• / J t1 ' ! SCALE: II'z1P-1'=30 I I I I I I I I I I I I I I I I I I I I I I I �9 I LEGEND, \ - -963'- _ _ EXISTING CONTOUR GRADES �- 963' = PROPOSED CONTOUR GRADES x = PROPOSED SPOT ELEVATIONS = PROPOSED DRAINAGE PATH \ = = PROPOSED SILT FENCE ISSUE DATE: PRELIMINARY CDS-09/13/2013 FINAL DRAWINGS-1111112013 I \l f 1 141Y.p PROPOSED FENCED, a19.p' \ ` PROPCR4SEOCa1YE0 COMPOLIN!'SREv1sIONs: - P: 1427.6 \ P: 1427.6' • ,1`, E]05TIN17 CON[OINl � ` �� � � T'r - x - 1 I t+ IPiOPROXIM CTFENCE. ` r y1 P 1427.2' + ro DRAWN BY: I k 1 APPRDXIM L LENGTH �jr F4 iy N►� �E: 14T5.8' TOTAL LENGTH _ N '" p 0. , I \ OGS WOOD$ ` \ z.ex x �\ s— • y CHECKED BY: 1 I I' OGD PLOT DATE: LIMITS OF GRADING 17/I I/2013 DISTURSANCE 1 7 I^ , LI 14�27A -� ym I I PROJECT M: \ l 1 _ B6A1 J / / D��/IfVD TURNAROUND � �� FILENAME: I f j P 1427.6' c6a J P 1427.0' SHEET NUMBER. � I / PROPl75ED EROSION I CONTROL MAT. C -G I I f - - - - -Q EDGE CONSULTING ENGINEERS, INC. r- - - - - - - - - - - - - - - - - - ARGUSTFMPESI IcQ POWER tNCko6uRk SPEC rATKON& DIMENSIONS: 77" H x 52" W x 30" D WEIGHT: 1814 KG (4000 LBS) - FULLY EQUIPPED SYSTEM 2" TO 4" DIA. ENTRY PORTS EQUIPPED WITH "ANDREW' CUSHIONS FOR (4) 1/2" DIA RF COAX JUMPERS fa i 1� I I I I I I I I I I I I I i i PR�A05EI] 5'-0' x 5'-0" STEEL EQUIPMENT r PIATFCNtM PER NORVADO r 1 ARGUS SITE SUPPORT CABINET CSSC) DEMARCATION POWT FOR NT-RCLAL POWER METER I�l♦,,,, -�r IrRII. r • • • ,,, 4'-4 , 4• � INTEGRATED 2DOA (32 POSIIION) AC PANEL EQUIPPED WITH GENERATOR RECEPTACLE. MAST ER DISCONNECT AND MANUAL TRANSFER Sh7TCHE3 A EQUIPMENT DETAILS - PLAN VIEW �1 SCALE: 11"x1711-1/2"=l'-0" 22" x 34" - 1 " = 1 LID" F17 D PROPOSED EQUIPMENT CABINET - ----•- -----------I I I C I. r ❑ ® ® ❑❑❑❑ ON W U I o O I () I I 1 l REAR ACCESS PANEL TO EQUIP COMPARTMENT � I f w. N f ® PROPOSED 6' D' 8'-W MOLR•iTWG BOLT ACGElks COVER PLATES ay r N f x STEEL EQUIPMENT PLATFORM PER NORVADO O W IIIjE�}III ----- r••crm vrcrr EQUIPMENT DETAILS - ELEVATION VIEW SCALE: 11" x 17"- 1/2" = P-0" 22" x 34" - 1"= 1'-0" �00 I y ;4) IJ 2na W 2 9 23a IL � a W ISSUE DATE: PREUMINARV CDS - 09/13/2013 HNAL URAWING3-11/11/2013 C REVISIONS: PROPOSED EQUIPMENT CABINET I PROPOSED EQUIPMENT CABINET' PROPOSED EQUIPMENT CABINET DRAWN BY: DGS CHECKED BY: OCD PLOT DATE: 11/11/2013 PROJECT N: 8641 FILE NAME: sl.tl n SHEET NUMBER: s-41 Q EDGE CONSULTING ENGINEERS, INC. ;.__—_— I it I I I I I I I 24" x 10'-0" WIDE GRIP STRUTCHANNEL SABRE PART #C20-137-002 OR EQUIV. I I 1 I I I .. I I I P23fvs Fi{21VIMMI 3" DIAMETER LONG SCH 40 GALV,.M EL POST WITH PIPE CAP I #2 SOLID BARE COPPER LEADS TU ICE BRIDGE POSTS IN N4" CARFFLX CONDUIT: 'I - SEE GJ FOR GROUNDING DETAILS I 1I— ! f-1 I I"— I I I I l I�I• I Il r �__.. ___ PT TYPE CADW ELD CONNECTION OYPJ NOTE: 3/W FILUSTER-HEAD BOLTS, LOCK WASHERS & NUTS FOR ATTACHMENT OF CABLE HANGERS TO SUPPORT BRACKET. PROVIDE SABRE HARDWARE KITS OR EQUAVALENT TO MATCH (NUMBER OF KITS REQUIRED). SABRE 24' GENERAL WPPOFfT BRAC.KEI FOR WAVU.4"- BRME SUPPORT PART 0C20440011 OR EQUIVALENT 6" 24' DOUBLE TIER UNIVERSAL Z• BRACKET TRAPFZF KIT SAKI PART *M145-004 OR WLJ VD TYPE CADWELD - n REFER TO PAGE C, . - . r. I_I I II I_II Ill I' FOR PIER T 1 _. • . III III —III I ............... �#2 SOLID BARE TINNED COPPER EQUIPMENT GROUND RING ICE BRIDGE NOTES: 1. FOR COMPONENTS AS SHOWN IN STANDARD DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 9 FEET FOR 10 FEET, 2. COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS SHOULD BE PROVIDED AT THE SUPPORT IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. 3 FREE ENDS OF ICE BRIDGE CHANNELS SHOULD NOT EXCEED A CANTILEVER DISTANCE OF 2 FEET FROM THE SUPPORTS. 4. CUT BRIDGE CHANNEL SECTIONS SHOULD HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE THE EDGES TO THE ORIGINAL CHANNEL OR EQUIVALENT, FINISH. 5, ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM MANUFACTURERS OTHER THAN SPECIFIED, PROVIDED THE MANUFACTURER'S INSTALLATION GUIDELINES ARE FOLLOWED. 6• DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE MANUFACTURER'S APPROVAL. 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS SHOWN ON SITE SPECIFIC DRAWINGS OR STANDARD DETAILS REQUIRE ENGNEERING APPROVAL ISOMETRIC VIEW ICE BRIDGE KIT: - 24" x 10'-0" WIDE GRIP STRUT CHANNEL SABRE PART #C20-137-002 OR EQUIVALENT, - SABRE 24" GENERAL SUPPORT BRACKET FOR WAVEGUIDE BRIDGE SUPPORT PART #C20-140-011 OR EQUIVALENT. - 3" SCH. 40 X 1 "" LONG SUPPORT POSTS, CAPS, & MOUNTING HARDWARE- ALL GALV. - 24'. DOUBLE TIER UNIVERSAL Z-BRACKET TRAPEZE KIT SABRE PART #C20-145-004 OR EQUIVALENT, GALVANIZED SABRE 24'GENERAL SUPPORT BRACKET FOR WAVEGUIDE BRIDGE SUPPORT PART RC20-140011 OR EQUIVALENT 2d• x 10'i1' WIDE GRIP STRUT CHANNFI SABRE PART #C20137-WQ OR FQUIV- 24' DOUBLE TIER UNIVERSAL 1$RhCa>aLiIRAPEIE 0 SABRE PART #C20-145-004 OR EQUIV. FIBER AND POWER CABLES SUPPLIED BY 61 NORVADO & INSTALLED BY CONTRACTOR 3" DIAMETER LONG SCH 40 GALVANIZED STEEL POST A FINISHED GRADE Ull I-1 17 MIN 3000 PSI CONCRETE • REFER TO PAGE C-3 FOR PIER DETAIL ICE BRIDGE DETAIL A-2 SCALE: NTS NOTES: ✓ADO TO DETERMINE EXACT ANTENNA MOUNTING 1E APPLICATION TO MEET THE FOLLOWING MINIMUM 3N REQUIREMENTS: STRUCTURAL CAPABILITY TO SUPPORT ANTENNA PANEL CONFIGURATION v1AINTAIN EQUIVALENT ANTENNA PANEL SEPARATION YIAN-RATED ANTENNA FRAME OF 250 LBS (MIN.) IRE ALL COAX & JUMPERS WITH CLAMPS (NO ZIP TIES YWED) TYP. ICE BRIDGE DETAIL C TYP. ANTENNA SECTOR FRAME A-2 SCALE: NTS A-2 SCALE: NITS --------------- CE TBOOM SECTOR FRAME KIT 'E PART #C10-152-013 SHOWN, ES (4) 2 3/8" x 96" PIPE MOUNTS & (1) STABILIZING ARM KIT. 01 F to J 2 N a�2 AND w w Q N w J 0 0 6 (3 2a 0 i w a u ISSUE DATE, PREUMINARY CDS - 09/13/2013 FINAL DRAWINGS - 11/1112013 REVWONS: DRAWN BY: DGS CHECKED BY: CGD PLOT DATE: 11/11/2013 PROJECT ■: 8641 FILE NAME: A-2 d- SHEET NUMBER: A-2 © EDGE CONSULTING ENGINEERS, INC - - -- - --- -- - -- - -- -- -- -- -----1 I I I 1 I I I Product Specifications COMMSC5PEO NH I VH LP4-1 1 W l J ; , I 1.2 m 14 ft ValuLine@ High Performance Low Profile Antenna, single -polarized, o I I � 10.125-11.700 GHz I I I I I I I 1 25- J I " 25` 1 f�+ I c+��"' General Specifications I X I/2"OD GALVANIZED ANTENNA Mrbrt/IW PIPES (VERIFY RED'D LENGTH) Antenna Type VHLP - ValuLine@ High Performance Low Profile Antenna, single -polarized M I Diameter, nominal 1.2 m 1 4 ft 25° C 25' TIM [1�1 1 1 Polarization Single � 1 SIDE STRUTI W �• j v 0 W I Electrical Specifications N j Beamwidth, Horizontal 1.5 ° SIDE STRUT � LU I Beamwidth, Vertical 1.5 ° J 5 Cross Polarization Discrimination (XPD) 30 dB Electrical Compliance Brazil Anatel Class 2 1 ETSI 302 217 Class 3 1 US FCC Part 101A @ O I. 10.55-10.7 GHz I US FCC Part IOLA @ 10.7-11.7 GHz 1 US FCC Part 101B @ 10.125-11.7 GHz 13 DISN MOUNT DETAIL 2 I SCALE: NITS Ratio 66 dB I Gain, Low Band 40.2 dBi a Gain, Mid Band 40.7 dBi Gain, Top Band 41.0 dBi I Operating Frequency Band 10.125 - 11.700 GHz U I Radiation Pattern Envelope Reference (RPE) 7182 1 7183 ADJUSTABLE PIPE MOUNT KITS, 41 2"O.D, XPM-SL4,63 UNIVERSAL TAPER PIPE MOUNT ANGLE OR ROUND MEMBER LEG MOUNT Return Loss 17.7 dB SLIDER BRACKETS W/63'LONG PIPE STRAIGHT OR TAPERED LEG UP TO 8"0D. XPMSUNIVERSAL TA PER PIPE MOUNT S. ANGLE 60', OR 6" ANGLE 90". L7RDER V S W R 1.30 SLIDERR BRACKETS W/ 96" LONG PIPE SEPARATELY ANDREW PART X: SM-U2080 UNIVERSAL SADDLE MOUNTS XSM U2080 UNIVERSAL SADDLE MOUNT FOR 8' O D. LEGS, 6" ANGLES Mechanical Specifications XSM-UT1012 UNIVERSAL SADDLE MOUNT FOR 12' TRIANGLUAR LEGS, 10-12" ANGLES Fine Azimuth Adjustment f150 J.•' Fine Elevation Adjustment f150 I i= I Mounting Pipe Diameter 115 mm 1 4.5 in OPTIOw MOUNTINGAPERING PIPE Net Weight 40 kg 88 lb GBRACKET 1 ISSUE DALE: 1 Side Struts, Included 1 inboard PRELIMINARY CDs - 09/13/2013 1 Side Struts, Optional 1 inboard FINAL DRAWINGS-11/11/2013 1 4 1/2' O D. GALVANIZED ANTENNA 1 Wind Velocity Operational 200 km/h 1 124 mph MOUNTING PIPES(VERIFY RED'D LENGTH) 1 Wind Velocity Survival Rating 250 km/h 1 155 mph 1 I REVISIONS: I Wind Forces At Wind Velocity Survival Rating I Axial Force (FA) 5326 N 1 1197 Ibf 'I I Side Force (FS) 2638 N 593 Ibf Twisting Moment (MT) 2370 N•m DRAWN BY: I Ca DGS CHECKED BY: 02013 CommScope, Inc. All rights reserved. All trademarks identified by @ or TM are registered trademarks, respectively, of CommScope. page 1 of S OGD I All speclflcallons are subject to change without notice. See www.commscope com for the most current Information. Revised: July 26, 2013 September 18, 2013 PLOT DATE: 11/11/2013 PROJECT X: MICROWAVE ANTENNA SPECIFICATIONS c ADJUSTABLE PIPE MOUNT DETAIL FILE NAME: NAME: I ld A -SHEET NUMBER: A A SCALE: NITS NITS I I © EDGE CONSULTING ENGINEERS, INC I I l I 1 1 { 1 1 NORTH I I I I I I I I I I I -WOODS l I I I PROPOSED GUY WIRE NOTES: 1. ALL GROUND LEADS EXTENDING FROM BELOW GRADE TO GREATER THAN W ABOVE GRADE TO BE ENCASED IN CARFLEX W/ TOP SEALED IN EXTERIOR GRADE CAULK 2 PRIOR TO FINAL COMPACTION, CONTRACTOR SHALL TEST GROUND SYSTEM TO VERIFY 5 OHM OR LESS CRITERIA IS ACHIEVED. CONTRACTOR SHALL SUPPLEMENT GROUND SYSTEM AS NEEDED. FINAL TEST RESULTS SHALL BE DOCUMENTED AND PROVIDED TO ENGINEER 3. CHEM-ROD TO BE UTILIZED IN EVENT OF SHALLOW BEDROCK OVERLYING SHALLOW FOUNDATION WHERE CONVENTIONAL RODS CANNOT BE INSTALLED, WHERE GROUND SYSTEM NEEDS TO BE SUPPLEMENTED TO ACHIEVE 6 OHM OR LESS RESISTANCE 4. THE GEOTECHNICAL INVESTIGATION DETERMINED SOILS WITH HIGH RESISTIVITY ARE PRESENT ON SITE GROUNDING SYSTEM ENHANCEMENT (CHEM-RODS) MAY BE REQUIRED, THE CONTRACTOR IS REQUIRED TO COMPLETE GROUND SYSTEM TESTING, AND PROVIDE NOVADO THE RESULTS FOR REVIEWS AND APPROVAL. ADDITIONAL GROUND SYSTEM ENHANCEMENT MAY BE REQUIRED, GROUNDING SCHEDULE: CADWELD CONNECTION MECHANICAL BURNDY CONNECTION ® GROUND ROD (6/8" x 10' LONG COPPER CLAD SPACED 10' O.C) OGROUND ROD W/INSPECTION WELL #2 AWG SOLID, BARE, TINNED COPPER - FENCE COMPOUND GROUND RING ""� ""'• (ONLY FOR POOR GROUNDING CONDITIONS) #2 AWG SOLID, BARE, TINNED COPPER - LEADS FROM GROUND RING TO TOWER - LEADS FROM GROUND RING TO SHELTER • �+ • - LEADS FROM GROUND RING TO EQUIPMENT - MAIN LEADS TO GROUND BARS NOTE: -THE GROUNDING SHALL BE TESTED PRIOR TO FINAL BACKFILLING. DOCUMENTATION OF 5 OHM OR LESS RESISTANCE TO BE PROVIDED TO PROJECT MANAGER. -ALL NON4NSULATED GROUND LEADS EMENDING ABOVE GROUND LEVEL SHALL BE ENCASED IN 3/4" PVC & SEALED WITH SILICONE. PVC SHALL BE MIN, 16" INTO EARTH & EMEND MIN. &' ABOVE GROUND. -ALL INTERMEDIATE POSTS WITHIN 6' OF GROUNDED METALLIC OBJECT (GENERATOR, HVAC UNITS, ECT.) MUST BE GROUNDED ■ CADWELD CONNECTION AT FENCE CORNER (IYP.); ! SEE. DETAIL C/G, I I 7{I Xx--X—X x r x � / f � / f (2) LEADS FROM TOWER GROUND RING TO CORNER FENCE POST PROPOSED 30'-0-x XV-01 FENCED COMPOUND IGROUND RODS SPACED 10'-0" ON CENTER (ryP.) x PROPOSED INSPECTON WELL SEE DETAIL E/" I PROPOSED 5' ICE BRIDGE; Jj SEE SHEET A-2 FOR DETAILS GROUND ICE BRIDGE POST -..` — /" `•1 (TYP• OF 7) GROUND LOWER GROUND BAR TO TOWER GROUND RING; I / SEE DETAIL A/G-2 / Lf �� L1_ L PROPOSED NORVADO 4. EQUIPMENT CABINET ON V xV PROPOSED 300' GUYED rCYWER - STEEL EQUIPMENT PLATFORM; _ 1 { I SEE SHEET S-I FOR DETAILS PROPOSEDTOWER — - - --1rY80{IND.RIN�i.- --- } \ 1 x PROPOSED INSPECTION WELL J SEE DETAIL E/GJ \� �•�--- -- /� GROUND TOWER STEEL TO ® •�-• GROUND RING (TYP OF 3) � \ i \\ w 1 x i l PROPOSED MULTI -METER UTILITY RACK i SEE SHEET E-1 FOR DETNES l^ U J k 111 �I ELECTRIC METER GROUNDED DIRECTLY t TO (2) INDEPENDE�PIT GT3061NQ RODS; \ - l x SEE DETAIL d/G. \ -�.T. •- _ —..—__—..—•_ •---------------------\\LQL_..,...—__—__•_� f _ xi-■ x —x- — II �~� fl \\` y•'} GATE GROUND; ,, w SEE DETAIL B/G3 \ PROPOSED 12' WIDE DOUBLE TRANSFORMER; CT LOCATION WITH TTY PROVIDERS SWING GATE WITH SNOW GATE; w SEE SHEET C3 FOR DETAILS PPOPCSED BURIED UTILITIES; ■ VERIFY FMI SOURCE WfTH LOCAL UTILITY PROVIDERS ■ ■ w 1 ■ GRAVFI, rWMAROUND y r ■ ■ ■ L ■ ■ \ w \ 1' t _ n� c MF E W 4 lulu I I I I I I I I I I I I I I I z z J I N 0 IL I J Z13 { I Z Z 1 I oI I I D� I Q I 1 u' a ram• 5'� SCALE: 11" x 17" - 1" = 5'-0- 22"x34"-V=2'-6- ISSUE DATE: PRELIMINARY CDS - 09/13/2013 FINAL DRAWINGS- 11/11/2013 REVISIONS DRAWN BY: DGS CHECKED BY: DGD PLOT DATE: 11/11/2013 PROJECT M: B641 FILE NAME: G1, n I- SHEET NUMBER: G-'1 © EDGE CONSULTING ENGINEERS, INC ———— k— k I — — — — ————————— — — — — —— -— — — — — — — — — — — — — — — — — — — — — — — —---—————————————— NOTES: — — — —————— — — — — —— — --- 0 UTILITY CONDUITS TO BE BURIED A MINIMUM OF 48" BELOW GROUND LEVEL OR 6" BELOW THE FROST LINE, W F Y CONDUIT TYPE, SIZE, QUANTITY AND SEPARATION TO BE VERIFIED WITH LOCAL UTILITY PROVIDER REQUIREMENTS C 4" O.D. CORNER POST OYP.) 3 g � d g m 3 L SWINGING GATE FRAME CIJIJN LINK FENCE u 7 n FIXED FENCE POST FINISHED GRADE TO MATCH EXISTING WIDTH I �� u { BACKFILL ER EARTHWORK FICATIONS SLOPE, MATERIAL AND THICKNESS --,,,AS REQUIRED COMPACTED TO95% MODIFIED IPROCTOR IN 8" LIFTS { FINISHED GRADE I • _ j._ 3/4" WIDE x 12" LONG TINNED COPPER I W C N it { ' ' - I BRAIDED STRAP NPICAL @EACH GATE r qw { DOUBLE -LUG STAINLESS STEEL (HARGER #GS34062122A1/4 OR � J MFCH. CONNECTION EQUIVALENT) �_ I~�_ r r jjjj Ir11V� _ - I I I — I I '] -- � I f - I E • I 'i1 I #2 SOLID BARE TINNED COPPER - WIRE. ENCASE IN 3/4" PVC CONDUIT - r � i '_ UO=A E UTILITY WARNING TAPE 02 AWG SOLID TINNED COPPER TO 24" BELOW GRADE k WP3P IN CARFLEX CONDUIT I //�]1 I! I I O I V , PRO —�E UTILITY CONDUITS; EXACT TYPE, SIZE AND k QUANTITY TO BE DETERMINED BY LOCAL UTILITY CADWELD CONNECTION •/ —v -PROV]DER5. MAINTAIN 4" MINIMUM COVER IN ALL { k •DIRECTK)NS .r-�GROUND RING EXTEND BOND EACH CORNER TO OTHER GATE POST BURIED #2 SOLID BARE CONCRETE PIER ! `- POST - &LINE POST @GATE I—� • COPPER GROUND LEAD FROM ---, ROM EQUIPMENT GROUND RING — UNDMURSM SOIL W _ •• `- _. 'r' U -----k, SELECTl SELECT BACKFILL(SAND OR NATIVE SOIL) GROUINQ ROD W .•" PER EARTHWORK SPECIFICATIONS I I I I �, • •• i' 1 Y N 1 1 I � CADWELD COYNEChDM CCLAD GPOU GROUNDD RODD Q I S I I w O O A UTILITY TRENCH OF —TAIL E e I GATE GROUNDING DETAIL � SCALE: NTS FENCE POST GROUNDING DETAIL ; 1 C i SCALE: NTS �G3J SCALE: NTS 'l 1 I MULTI -METER ELPCiRJC METER (TVP) uPROPOSEDTUY a SCOEW-CLAI GROUND CONNECTION CONNECTION 10" x 48" DEEP INSPECTION WELL. l CAP PVC SOIL PIPE WITH COVER I I #2 TINNED SOLID BARE I COPPER WIRE I I I •� ' v - FINISHED GRAL¢. (TOP OF GRAVEL) OPPM SERVICE WIRES (TYR) I_ •1•• r ISSUE DATE: PROPOSED CARFLEX CONDUII; L. j f I — /y�P` FRELIMINARYCDS-09/13/2013 FINAL DRAWINGS- 11/11/2013 EXTEND 24" MIN. BELOW 6RWJE —! ! !-. - 48" #2 SOLID BARE TINNED COPPER WIRE USED FOR GROUND GRID V LLLLJJ�- j`I�j I1 IMPEDANCE TESTING FINISHED GKIhDE CADWELD TYPE 6O I 1 I_I-11. y REVISIONS: �-I-NDISTURBED R-4 SOIL 4 ' #2 SOLID TINNED COPPER DRAWN BY: I EQUIPMENT BUILDING OR TOWER GROUND RING JI-CONCRETE 8" MINIMUM BEND RAI]ILLS { " , DGS PIER(IYP.) CADWELD TYPE T/ CHECKED BY: e y' PROPOSED GROUND RODS; #2 TINNED SOLID BARE COPPER WIRE -` OGD PLOT DATE: 5/8" 10' COPPER CLRTY --- (TYP OF (2)) F ROUND RODELECTRIC METER TO INDEPENDENT x GROUND ROD ."3/4" CRUSHED STONE (SAME AS TOP GRAVEL) FILL TEST �^ I 11/11/2013 PROJECT H: I el 6'W MINIMUM 5EAARATKJN WELL TO WITHIN 2' OF TOP OF GNCli M LOOP WIRE k U41 I Q ELECTRIC METER GROUND DETAIL INSPECTION WELL DETAIL FILE NAME: G.3. I � G 3 SCALE: NTS �J SCALE: NTS SHEET NUMBER: I G-3 I I © EDGE CONSULTING ENGINEERS, INC. I I I 1