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HomeMy WebLinkAbout026-939-23-1101-CUP-2024-001PROJECT DESCRIPTION CONSTRUCTION OF TELECOMMUNICATIONS AND PUBLIC UTILITY FACILITY, CONSISTING OF A CELL TOWER, SPACE FOR CARRIER EQUIPMENT, AND A UTILITY BACKBOARD WITHIN A FENCED COMPOUND. NO WATER OR SEWER IS REQUIRED. THIS WILL BE AN UNMANNED FACILITY. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS 1S TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: 1. INTERNATIONAL BUILDING CODE 11. IEEE C2 NATIONAL ELECTRIC SAFETY 2. NATIONAL ELECTRIC CODE CODE, 3. NFPA101 LIFE SAFETY CODE LATEST EDITION 4. IFC 12. TELECORDIA GR-1275 5. AMERICAN CONCRETE INSTITUTE 13. ANSI/T 311 6. AMERICAN INSTITUTE OF STEEL 14. UNIFORM MECHANICAL CODE CONSTRUCTION 15. UNIFORM PLUMBING CODE 7. MANUAL OF STEEL CONSTRUCTION, 13TH 16. LOCAL BUILDING CODE EDITION 17. CITY/COUNTY ORDINANCES 8. ANSI/TIAIEIA-222—G 18. STATE BUILDING CODE 9. T14 607 10.INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81 VICINITY MAP a� i NORTH PROJECT INFORMATION SITE NAME: W102 WHITEFISH LAKE VB SITE NUMBER: US-VM-5591 SITE ADDRESS: 14947 W WI-27I70 STONE LAKE, WI 54876 COUNTY: SAWYER LATITUDE (DMS): N 45' 51' 12.10" (NAD 83) LONGITUDE (DMS): W 91' 26' 24.97" (NAD 83) LATITUDE (DECIMAL): N 45.8533611- (NAD 83) LONGITUDE (DECIMAL): W 91.4402694' (NAD 83) GROUND ELEVATION: 1381.53' AMSL STRUCTURE TYPE: SELF-SUPPORT TOWER STRUCTURE HEIGHT: 245' AGL OVERALL HEIGHT: 255' AGL RFDS FORM DATED: 12-06-22 CALL 811 FOR UNDERGROUND UTILITIES PRIOR TO DIGGING EMERGENCY: CALL 911 THE TOWERS LLC US-WI-5591 W102 WHITEFISH LAKE 14947 W WI-27/70 STONE LAKE, WI 54876 245' SELF-SUPPORT TOWER SHEET INDEX SHEET SHEET DESCRIPTION T-1 PROJECT TITLE SHEET A-1 OVERALL SITE PLAN AND TOWER ELEVATION A-1.1 GRADING PLANS ENLARGED SITE PLAN A-2 A-3 RFDS AND ANTENNA MOUNTING DETAIL ..— A-4 CABLE BRIDGE DETAILS A-5 UTILITY TRENCH DETAIL AND MISC. DETTIJLS A-6 FENCE DETAILS A-7 FENCE DETAILS _ A-8 VZW EQUIPMENT AND PAD DETAILS A-9 GENERATOR DETAILS A-10 SPECIFICATIONS G-1 GROUNDING NOTES G-2 GROUNDING PLAN G-3 GROUNDING DETAILS U-1 SITE UTILITY PLANS AND NOTES U-2 METER UTILITY FRAME DETAIL AND ONE LINE DIAGRAM SURVEY ISSUE SUMMARY REV DESCRIPTION j SHEET/DETAIL A ISSUED FOR REVIEW ALL DRAWING APPROVALS JOB TITLE NAME DATE VERTICAL BRIDGE RF ENGINEER CONSTRUCTION ENGINEER PERMITTING CONTACTS PROPERTY OWNER: LORI KRAMER 3430 OLIVE LN N PLYMOUTH, MN 55447 LESSOR / LICENSOR: THE TOWERS, LLC 750 PARK OF COMMERCE DRIVE, SUITE 200 BOCA RATON, FL 33487 LESSEE: VERIZON WIRELESS 1701 GOLF ROAD TOWER 2, SUITE 400 ROLLING MEADOW, IA 60008 CONTACT: DANNY PEREZ EMAIL: danny.perez2@verizonvvireless.com POWER UTILITY COMPANY CONTACT: T.B.D TELCO UTILITY COMPANY CONTACT: T.B.D. DESIGNER: DESIGN 1 OF EDEN PRAIRIE 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952)903-9299 STRUCTURAL ENGINEER (TOWER & MOUNTS): T.B.D. STRUCTURAL ENGINEER OF RECORD: HERZOG ENGINEERING 1334 81 ST AVE NE SPRING LAKE PARK, MN 55432 ACQUISITION: BUELL CONSULTING, INC. 720 MAIN ST, SUITE 200 ST. PAUL, MN 55118 Q � - T�ir• u NOT FOR CONSTRUCTION DESIGN camIlL 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903.9299 WWW.DESIGN 1 ERCOM THE TOWERS LLC I PROJECT I US-WI-5591 LOC. CODE: 765125 W102 WHITEFISH LAKE 14947 W WI-27/70 STONE LAKE, WI 54876 SHEET CONTENTS: PROJECT DESCRIPTIONS CODE COMPLIANCE VICINITY MAP PROJECT INFORMATION SHEETINDEX ISSUE SUMMARY DRAWING APPROVALS CONTACTS )RAWVN BY: SJD T-1 09-22-23 O 0 I• NOTES: 1. SEE SHEET U-1 FOR PROPOSED UTILITY ROUTING AND INFORMATION. 2. PROPOSED TOWER TO BE DESIGNED BY OTHERS. 3. SEE SHEET A-1.1 FOR EXISTING/PROPOSED CONTOURS. 4. EXISTING TREES WITHIN LEASE AREA AND EASEMENTS HAVE NOT BEEN LOCATED AND WILL BE SIMILAR TO THE QUANTITY OF TREES SHOWN TO THE WEST OF THE SITE. O 7-7 O 00 0 O -'I // 0 F x I 0 0 O i O 130'-0* TOWER C/L TO PROPERTY LINE PROPOSED VZW LEASE AREA x I PROPOSED 1OD' X 100' 0 x VERTICAL BRIDGE LEASE AREA CQ 0 FUTURE CARRIER, TYP. O C^l1SJ^J (� 0 � I1 1 —t— x 1 PROPOSED 0 0 O x SELF-SUPPORT TOWER 0 x� I ro ®O O%0% 0 0 0 II 00 0 0®� O O O 00 I 0 O ® 0 0 0 00 c O O I 00 0 PROPOSED CULVERT, SEE A-1.1 0 � go EXISTING TREE, TYP. O � 0 I 0 0 0 00 _ O 00 UGT Y UGT — — UGT UGT — UGT UGT L ---PROPOSED 12' WIDE GRAVEL DRIVEWAY PROPOSED 30' WIDE ACCESS/UTILITY EASEMENT I I I I I I EXISTING TREE LINE, TYP EXISTING UNDERGROUND TELCO LINE, TYP. UG =.c UGT — UGT T W WI-27/70 7 EXISTING PROPERTY LINE, TYP. - GT � UGT UGT - LIST _ - I I EXISTING PUBLIC R.O.W. LINE, TYP. I NORTH (6�2 4LE: ALL SITE PLAN �+IC � I = 50' 0 25' 50' I PROPOSED 10' LIGHTNING ROD OIL OVERALL STRUCTURE HEIGHT f255' AGL VERIZON CENTERLINE HEIGHT Y 240' AGL OL FUTURE PROVIDER CENTERLINE HEIGHT I 230' AGL ak FUTURE PROVIDER CENTERLINE HEIGHT 220' AGL 4\ FUTURE PROVIDER CENTERLINE HEIGHT 210' AGL NOTES: 1. NO STRUCTURAL DESIGN FOR THE TOWER NOR FOUNDATION HAVE BEEN PERFORMED AS PART OF THESE DRAWINGS. THE STRUCTURAL DESIGN FOR THE TOWER AND FOUNDATION ARE BY THE TOWER SUPPLIER, AND SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT. 2. PLEASE COORDINATE ANY STRUCTURAL CONCERNS/MATTERS OR ANY LOADING MODIFICATIONS TO THE CONSULTANT WHO AUTHORED THE ANALYSIS AND NOTIFY DESIGN I IMMEDIATELY OF THE ISSUE. 3. THESE DRAWINGS DO NOT CONSTITUTE A WARRANTY, EXPRESSED OR IMPLIED, OF THE ACCURACY OF THE STRUCTURAL ANALYSES PREFORMED BY OTHERS NOR THE PERFORMANCE OF THE COMPLETED CONSTRUCTION AS SHOWN ON THESE DOCUMENTS AND THE STRUCTURAL ANALYSES. PROPOSED VERIZON EQUIPMENT CABINETS ON SLAB WITHIN COMPOUND CHAIN -LINKED FENCING TOWER ELEVATION CHIC SME 2 SCALE: 1" = 30'_1 6 NOT FOR CONSTRUCTION DESIGN6. 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGNIEP.COM THE C3 TOWERS x LLC PROJECT US-WI-5591 LOC. CODE: 765125 W102 WHITEFISH LAKE 14947 W WI-27/70 STONE LAKE, WI 54876 SHEET CONTENTS: OVERALL SITE PLAN TOWER ELEVATION A-1 -- vv� v v I vv-1383'�: x —t384' —xrn I It a r7 1 \ � ` 1 x 1 OI I __ ---- -- - ---- I F9;0 1 � ,�. 1 \ Y 1 � EXISTING CONTOUR, TYP. \ ,\ -, I NOT FOR o 1 \ _ __ _ _ _ _ � � %I , a I CONSTRUCTION ` \ cl \/� \ 1 N \ 1 I p rri I` O% `. \ \\ \\ �,.. 1 1_I I 1 DESIGN \O PROPOSED CONTOUR, TYP. 1•__ \ \ \ \ \ �% !• j �, 9973 VALLEY VIEW RD. %% �, I EXISTING PUBLIC R.O.W. LINE m EDEN V A\ \V A \\ ! �jj,, 1 h �, �� (952) 09299 O PRAIRIE, MN 55344 \\ \ \ \ \ `.1'♦ I 1 1 - ' ,` I 1 li -_ WWW.DESIGMERCOM d� 1 , \ \ \\ �� ,` - % \, O O % � I I , PROPOSED 18"0 CULVERT, \\ \\ �� +` I', ♦ J, ( \\ �� i �` - APPROX. 50' LONG - - 136 _ _- -- - - --_- THE --1367'-- -- `--1 -- - -- i'�- - - -uGT u'i �`� `I 1 1 Ii T UGT -� 1366' -- -- - �� - - �I-- a- - 1 - - - - - -' GI ��G7 -- UGT O, \ \., �., -�-EXISTING CONTOUR, TYP. 1365' -.� ', i 1 i UGT IUGT �, TOWERS u \ I I EXISTING UNDERGROUND _ - _ _ _7n %wr=n-`°SnUCfi _ -/► - - _ - TELCO LINE UGT n 1372' ' UGT > "' - 1 O I I LLC PROPOSED CONTOUR, TYP. UGT UGT �' --- _ _ _ _PROJECT O —r O 1 US-WI-5591 00 \ \\ LOC. CODE: 765125 �/ I �% I` EXISTING PROPERTY LINE, TYP. `v WWI-27 0 1371' , I L n W102 O PROPOSED 12' WIDE EXISTING BITUMINOUS ROAD \ GRAVEL DRIVE I I WHITEFISH O \\ Q\ I I LAKE EXISTING PUBLIC _ - 14947 W WI-27/70 \ \ I I R.O.W. LINE, TYP. STONE LAKE, WI 54876 SHE\�,\ \O \ \ I i A 1.1 - ---- -- _ - --- GRADING PLANN TENTS \ \ _ - _ - - - - - - - - ENLARGED GRADING PLAN O O -- -- - - — - ---- - ---- - --- Ov - -- - - -- - -- - �S �\ \\ \ t �::_ '--- `�- -_�_ �c�, - -�. _ �'• j7GT--UGT UGT>=-UGT—'=UGT--UGT ---_ _ -_---_ ---- GTE r I _,`,_ __ _ - - - UGT --- -- - -- - _ - -- - --- - -_ -, \ DRAWN BY: CHECKED BY: / NORTH W WI-27/70— GRADING PLAN 1 SCALE:1°=40' o cwPrac scuE _ - _ -- - -- _-- -- - -,- I - — Zo ,� - - - _-_ __ ----- _ -_- ` -' -- 2 GRADING PLAN, SCILE ENLARGED SCALE: 1" = 20'-0" o 10' so A 1 . 1 100 0 0 0 1 I EXISTING TREE, TYP. I I o'l (60 100'-0' THE TOWERS LLC LEASE AREA 75'-0' CHAIN LINK FENCE Fx -x -x -x -x -x -x x IO - - - - O I PROPOSED CABINETS — x I O_ _ J PROPOSED ICE BRIDGE x FUTURE CARRIER, TYP. x PROPOSED SELF—SUPPORT TOWER I I I I 0 x 12'-6' x I I 16'—B' '-0 VZW LEASE AREA x PROPOSED MULTI —GANG x X METER UTILITY FRAME I I PROPOSED ROCK SURFACING x X I I . . L x x • • LX- X X- X X X_ x_ x - - - - - _ - - - L -j- - - - _ - - - _ - PROPOSED GENERATOR c7 I � 0 C vv g '�` to `F' o r I I i—PROPOSED TRANSFORMER 1 � N PROPOSED GATE L-----------� BOLLARD. TYP. NOTE CONTRACTOR TO COORDINATE PUBLIC k PRIVATE UTILITY LOCATES PER STATE LAW PRIOR TO EXCAVATION. EXISTING UTILITY LINES DEVIATING FROM THAT SHOWN HEREIN SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER & VZW CONSTRUCTION ENGINEER. I I EXISTING PROPERTY LINE I NOT FOR CONSTRUCTION DESIGN© 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 W W W.DESIGNI EP.COM I THE I' TOWERS I LLC I PROJECT US—WI-5591 LOC. CODE: 765125 IW102 WHITEFISH I LAKE I I PROPOSED 30' WIDE I ACCESS/UTILITY EASEMENT I I I I NORTH ENLARGED SITE PLAN GRAPHIC SCALE r-----------J SCALE: 1/16" = 1'-0" r0 i6• 14947 W WI-27170 STONE LAKE, WI 54876 SHEET CONTENTS: ENLARGED SITE PLAN A-2 Added 700 650 1900 AWS AW83 L-Sul:k Make Model LTE LTE LTE LTE LTE COMMSC13PE NHH-65C.R28 511 Ericsson AIR5449 Added Equipmeni Ityue Lacatian 700 850 1900 Aays AWS3 HytuNt Cable Tower RRU Tower LTE LTE RRU Tower 1,TE LTE LTE RRU Ta "t Ala*m GRADE 0vp Box Tower KS Antenna Summary Centertlrte Tip H¢4tih1 Aximuth 350{01] 240 244 110102) 230(031 350(ot} it 240 241.3 110(0002) 230(00031 Equipment Summary L-5ubt5 Make Modal Cromh9SCOPITT H>• T12Qfa-24SY4•xx xG 001 Ericsson 4"9 Ericsson 111143 SG Eric-: on AIP.54A9 RAYCAPINC-001 3315•ALM•RS 485 RAYCAPINC-001 RVZDC•3315•Pr--48 RVZDC-3315-PF-48 RFDS INFORMATION 1 N77 �� Alpha;Heta,�Garnma RpatM1K��3 I la , i ,i a r) i�w tS�rY d� ShOw 2 RFDS PLUMBING DIAGRAM �rw.r... � �w�+re � r re..r•w.. Ik Ob ery.r�ra11 -A�1 F'>•rMp�eMM�A MWMM. I9�r�Mb�.ss••Aw*•�,•pw•1w�swr� i RET 4xRx Inst Type Quantity Item ID POSITION(S) (also false PHYSICAL 8 NHH•85C-A28 2 & 3 NOTE: CONTRACTOR TO REFERENCE q false false PHYSICAL S LATEST RFDS FOR ANTENNA DOWN -TILTS CahieLerigth Ca1bleSiae InstallTyise Ouaritay 7mmILI POSITIONS) PHYSICAL 3 PHYSICAL 3 KRCiGI749/1 2 PHYSICAL 8 KRC16170712 3 PHYSICAL 3 4 PHYSICAL 3 3315-ALM-R$485 1.518 RVZDC-3315•P'F• X, Y & Z PHYSICAL 3 48 inch 30 RVZDC-3315-PF-48 NOTE: VERIZON WIRELESS GC TO SUPPLY AND INSTALL THE MOUNTS. THE MOUNTS MUST MEET THE VERIZON WIRELESS MOUNT STANDARD NSTD-445. THE GC SHOULD OBTAIN A MOUNT CLASSIFICATION BY A LICENSED STRUCTURAL ENGINEER IN THE STATE OF THE PROJECT AND SUBMIT THE PE -STAMPED REPORT TO VERIZON PRIOR TO CONSTRUCTION. THE GC SHALL BRING ANY CONCERNS OR DISCREPANCIES TO THE ATTENTION OF THE CONSTRUCTION ENGINEER AND ENGINEER OF RECORD. TIE -BACKS NOT SHOWN FOR CLARITY Ar7/ X SECTOR POSIAVAS SUMMARY ANTENNA pUNTH 1 350' AZIMUTH OG��G�ypTO� O• "�yJ /O n" s °may `sG Orl, PROPOSED DISTRIBUTION BOX (TYP) HYBRID CABLE LENGTH CALCS: 20' - CABLE BRIDGE 270' - ANTENNA RAD C/L 20' - EXTRA 310' - TOTAL ANTENNAS (TYP.) PROPOSED RRUS (TIP.) NORTH ANTENNA MOUNTING DETAIL GRAPHIC SCALE 3 SCALE: 3/16" = 1'-0" 0 NOT FOR CONSTRUCTION DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 W W W.DESIGNI EP.COM THE TOWERS LLC I PROJECT I US-WI-5591 LOC. CODE: 765125 W102 WHITEFISH LAKE 14947 W WI-27/70 STONE LAKE, WI 54876 SHEET CONTENTS: RFDS INFORMATION RFDS PLUMBING DIAGRAM ANTENNA MOUNTING DETAIL REV. A-3 CABLE BRIDGE SECTION 1 SCALE: 1/2" = V-0" tLL rUJI UMr 1/4" GALV. STL. ANGLE 2'-6" / 5/8" DIA. U—BOLTS TO POST 1/4" GALV. STL. ANGLE 3'-0- RIBUTION BOX DOUBLE POST LOCATION) TL. 'GRIP —STRUT' 24'x MIN. 12 GA. CHANNEL " DIA. BOLTS TO SUPPORT BRACKET 525 GALV STEEL 1/2"0 x 6' LONG HREAD W/ WASHER AND LOCK WASHER DES) INSTALLED BELOW THE GRIP —STRUT IN 5/8" DIAMETER HOLE DRILLED IN T PIPE, (COLD GALV DRILLED HOLE). TL. 'SNAP —IN' BARS 3'-0" O.C. SUSP. DIA. GALV ALL THREAD ROD O.D. SCH. J STEEL. PIPE k. PIER FOOTING. (4) #4 GR. 60 W/12"0 CIRCLE TIES ® 12" O.C. TO BE 4000 PSI ® 28 DAYS W/ I;) ENTRAINED AIR GRAPHIC SCALE 0 Y 2' PROPOSED TOWER PROPOSED HANGERS, COMMSCOPE /SSH—XL (HYBRID CABLE) ( c> O PROPOSED CABLE SNAP —INS ON TOWER BY TOWER MFR HYBRID CABLES, TYP. &BLECALADDER DETAIL hm: CABLE BRIDGE SUPPORTS ARE REQUIRED AT INTERVALS NOT TO EXCEED 6'-0' WITH OVERHANG EXTENSIONS NOT TO EXCEED 1'-6' PROPOSED CABINETS WITH ICE SHIELD PROPOSED CABLE BRIDGE PLAN 3 SCALE: 3/16" = 1'-O" NORTH GRAPHIC SCALE 5'-4' NOT FOR CONSTRUCTION DESIGNfi, 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGNlEP.COM THE TOWERS LLC I PROJECT I US-WI-5591 LOC. CODE: 765125 W102 WHITEFISH LAKE 14947 W WI-27170 STONE LAKE, WI 54876 SHEET CONTENTS CABLE BRIDGE DETAILS CABLE LADDER DETAIL DRAWN BY: SJD CHECKED BY: TAB REV. A 09-22-23 MATCH DUSTING GRADE SURFACE GEOTEXTILE FABRIC WARNING TAPE COMPACTED TRENCH BACKFILL COMPACTED MATERIAL (2) CONDUITS A 71a M UTILITY TRENCH DETAIL 4' 1'-0' BUFFER 2 TO 1 SLOPE MAINTAIN TO BOTTOM OF DITCHUNE/FLOWUNE AND ON OPPOSITE SLOPE MATCH EXISTING SLOPE. DITCHES SHALL HAVE A V (FOOT) RAT BOTTOM WITH RIP RAP INSTALLED IN HEAVY EROSION AREA — 12'-0' Y1113-11 NOTES: 1. USE SWALES AND/OR DRAINAGE DITCHES FOR PROPER WATER RUNOFF AS NEEDED 2. AGGREGATE IS BASED ON STANDARD AASHTO 3. COMPOUND SLOPE NOT TO EXCEED 5% LINE POST WITH 4. SUB —GRADE SHALL BE COMPACTED BY SHEEPS FOOT CHAIN LINK FENCE VIBRATOR OR RUBBER TIRED ROLLERS WEIGHING AT LEAST EIGHT TONS. 5. FINISHED GRADE SHALL BE COMPACTED BY SMOOTH DRUM VIBRATOR ROLLERS WEIGHING AT LEAST EIGHT TONS. 4' 157 COURSE AGGREGATE CLASS 4 GEOTEXTILE MATERIAL _ MIRAFI-500X' (OR EQUAL) TOP OF TOWER FOUNDATION SUBGRADE PROOF ROLLED/COMPACTED 2 SITE COMPOUND SURFACING DETAIL XISTING FLOW OROPE SEEMPLANSEXISTINGCH 2%-5% MAX) OR SEE PLLANSE(2x 5% MAX) 2:1 SLOPE MINIMUM 15" CMP OR M)4 RCP WHERE REQUIRED -���-��-T IF-III-IIIII—III IIIIII-I III—III—III—III—III—�—III-III- I COMPACTED SELECT COMPACTED SUBGRADE, FILL WHERE REQUIRED FREE FROM TOPSOIL 6- THICK ASTM C-33 AND ORGANICS 157 STONE GRAVEL CLASS 4 GEOTEXTILE MATERIAL 'MIRAFI-50OX' (OR EQUAL) NOTES: 1. USE OF SWALES AND/OR DRAINAGE DITCHES FOR PROPER WATER RUNOFF AS NEEDED. 2. AGGREGATE IS BASED ON STANDARD AASHTO. 3. 2' CROWN IN CENTER OF ACCESS, UNLESS IN CURVES, THEN ACCESS SHOULD BE SLOPED TO INSIDE OF TURN / CURVE 4. PIPE SHALL BE AT A MINIMUM OF 4' LONGER THEN ACCESS ROAD WIDTH ON EACH SIDE FOR PROPER SHOULDERING. 5. ALL CROSSDRAINS SHALL BE INSTALLED ON A 45 ANGLE WITH THE FALL OF THE GRADE. 3 GRAVEL DRIVE SECTION 6' NOT FOR CONSTRUCTION DESIGN© 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 W W W.DESIGN 1 EP.COM THE TOWERS LLC I PROJECT I US—WI-5591 LOC. CODE: 765125 W1O2 WHITEFISH LAKE 14947 W WI-27/70 I STONE LAKE, WI 54876 SHEET CONTENTS: UTILITY TRENCH DETAIL SURFACING DETAIL GRAVEL DRIVE SECTION DRAWN BY: SJD CHECKED BY: TAB REV. A 09-2723 m NOTE: CONTRACTOR TO INSTALL NUTS ON ALL BOLTS TOWARDS THE INTERIOR OF THE COMPOUND GATE POST LINE POST H BEAM 2"x2 1/2" OR 2 1/2" O.D. GROUND i o-l— nines 04ELEEILL HOT DIP GALVANIZED PRESSED STEEL s BARBED WIRE ARM DETAIL POST TOP —GATE POST 4" O.D. TOP RAIL 1 5/8" O.D. �� LINE POSTS o TERMINAL OR CORNER 20' MAX. SPACING POST 3" O.D. EXPANSION � � POST TOP TOP RAIL � POST TOP OUPLINE LINE POST � C� LINE POST LINE POST FABRIC NOT FOR CONSTRUCTION oN. FABRIC TIE HERSPACED 12" 3 ; BAR C/C MAX.TRUSS jROD T. 1DESIGN IFnnx - o 9973 VALLEY VIEW RD. MUSHROOM STOP SEE FOOTING EDEN PRAIRIE, MN 55344 2" NORMAL ON UNEVEN GROUND. SEE FOOTING i DETAIL FOR (952)903-9299 WNNJ.DESIGNI EP.COM THIS DIMENSION MAY VARY FROM 1" DETAIL FOR POST f00TING CORNER POST MIN. TO 2" MIX. FOR A MAX LINE POST HORIZONTAL DISTANCE OF 8'-0" 10'-0" MAX. 10'-0" MAX. THE POST/CORNER POST DETAIL 2 TOWERS LLC PROJECT US-WI-5591 LOC. CODE: 765125 WI02 CENTER GATE STOP WHITEFISH LAKE METAL MUSHROOM STOP. INSTALL WITH SLOT PARALLEL FINISH GRADE WITH GATE CLOSED 14947 W WI-27/70 STONE LAKE, WI 54876 SHEET CONTENTS: 1 FENCE DETAILS MUSHROOM STOP DETAIL DRAWN BY: 4 CHECKEDB REV. A A-6 NOTE NOTES: ZINC COATING - THE WEIGHT OF THE COATING SHALL NOT BE LESS THAN 1.2 OUNCES PER SQUARE FOOT OF ACTUAL SURFACE COVERED. ALL FERROUS METALS USED AS PART OF THE FENCE INSTALLATION SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL. ALL SCREWS, BOLTS, LOCK WASHERS, NUTS, ETC. SHALL BE HOT DIP GALVANIZED OR MADE OF STAINLESS STEEL FABRIC - STANDARD INDUSTRIAL GRADE #9 GAUGE WITH 2 INCH MESH ZINC COATED CHAIN LINK WITH A BREAKING STRENGTH OF NOT LESS THAN 1290 POUNDS SHALL BE USED. THE FABRIC SHALL BE ZINC COATED BY THE HOT DIP PROCESS AFTER FABRICATION. METAL POSTS - METAL POSTS (LINE, CORNER, TERMINAL, GATE POSTS, MIDDLE RAILS, BRACES AND TOP RAIL) SHALL BE HOT DIP GALVANIZED SCHEDULE 40 TUBULAR STEEL WITH AN OUTSIDE DIAMETER AS INDICATED ON THIS DRAWING. A POST TOP FITTING OF GALVANIZED STEEL WILL BE INSTALLED TO EXCLUDE MOISTURE. POST CAPS - ALL POST CAPS TO USE THE BARBED WIRE OUTRIGGER BRACKET AND SHALL BE ATTACHED TO THE POST WITH TAMPER RESISTANT SCREWS, BRADS, OR BOLTS. TOP RAIL - A MINIMUM OF ONE COUPLING IN EACH STRAIGHT RUN OF TOP RAIL, SHALL HAVE A HEAVY SPRING INSERTED WITHIN THE COUPLING TO TAKE UP EXPANSION AND CONTRACTION OF THE TOP RAIL. THE TOP RAIL SHALL BE FASTENED TO TERMINAL POSTS WITH PRESSED STEEL CONNECTIONS. MIDDLE RAIL - THE MIDDLE RAIL SHALL BE OF THE SAME MATERIAL AS THE TOP RAIL AND INSTALLED WITH HOT DIP GALVANIZED FITTINGS ATTACHED TO THE POSTS. BRACE RAIL - BRACE RAIL MATERIAL SHALL BE OF THE MATERIAL AS THE TOP RAIL AND LOCATED 2/3 OF THE DISTANCE UP FROM THE BOTTOM OF THE FABRIC. BRACE RAILS SHALL BE SECURELY FASTENED TO POSTS BY SUITABLE PRESSED STEEL CONNECTIONS. TRUSS RODS - SHALL BE 3/8' ROUND GALVANIZED STEEL RODS WITH GALVANIZED TURNBUCKLES, THE ZINC COATING SHALL BE NOT LESS THAN 1.2 OUNCES PER SQUARE FOOT OF SURFACE. TENSION WIRE - THE TENSION WIRE SHALL BE OF #7 GAUGE HOT DIP GALVANIZED SPRING TENSION WIRE WITH A BREAKING STRENGTH OF NOT LESS THAN 1900 POUNDS. THIS WIRE SHALL BE KEPT TAUT WITH GALVANIZED TURNBUCKLES AND ATTACHED TO POSTS WITH GALVANIZED HARDWARE OR CABLE CLAMPS. FABRIC TIES - THE FABRIC TIES SHALL BE ALUMINUM WIRE. NOT LESS THAN #9 GAGE. STRETCHER BARS - THE STRETCHER BARS SHALL BE FLAT GALVANIZED STEEL BARS NOT LESS THAN 5/16' X 3/4' AND NOT LESS THAN 2" SHORTER THAN THE FABRIC. STRETCHER BAR BANDS SHALL BE FLAT GALVANIZED STEEL BARS NOT LESS THAN 5/16- X 1 1/2- WITH 5/16' DIAMETER GALVANIZED CARRIAGE BOLT. BARBED WIRE - BARBED WIRE OF GALVANIZED STEEL (OR ALUMINUM) CONSISTING OF 12 1/2 GAUGE WIRE WITH 4-POINT BARBS OF 14 GAUGE WIRE SPACED 5 INCHES APART. GATE FRAMES SHALL BE CONSTRUCTED OF 2 1/2 INCH OUTSIDE DIAMETER HEAVY DUTY GALVANIZED STEEL PIPE. THE GATES SHALL BE ASSEMBLED USING CORNER FITTINGS OF HEAVY PRESSED STEEL OR MALLEABLE CASTINGS OR MAY BE WELDED IF THE ENTIRE GATE FRAME IS HOT DIP GALVANIZED AFTER THE WELDING. ALL GATES SHALL BE EQUIPPED WITH HEAVY DUTY GALVANIZED STEEL TYPE HINGES WITH LARGE BEARING SURFACES OF ADEQUATE STRENGTH TO SUPPORT THE GATE. THE HINGES SHALL NOT TWIST OR TURN UNDER THE ACTION OF THE GATE. GATES WILL PROVIDE A FULL RANGE OF MOTION AND BE EASILY OPENED AND CLOSED BY ONE PERSON. GATE LATCH SHALL BE CARGO PROTECTORS, INC. MODEL FL-100. LATCH SHALL BE EQUIPPED TO RECEIVE A PADLOCK. PROVIDE R.F. WARNING SIGNAGE ON ALL GATES. POST STRETCHER BAI BANDS SPACE' 15" C/C MA) STRUCTURAL CROWNED TOP P.C. CONCRETE GROUND LINE i u UNDISTURBED J OR COMPACTED SOIL o �DIAMETER� (MIN.) FOOTING FOR TERMINAL OR CORNER POST METHOD OF FASTENING STRETCHER BAR TO POST STRUCTURAL P.C. CONCRETE 1'-4" DIAMETER (MIN.) FOOTING FOR GATE POST � POST FOOTINGS GROUND LINE lip r 0 M 1'-4" DIAMETER (MIN.) :HER BAR FABRIC TIE SPACED 24" KNUCKLE FABRIC C/C MAX. TOP RAIL PIPE FABRIC METHOD OF TYING FABRIC TO PIPE FABRIC/BAR CONNECTIONS 2 FOOTING FOR LINE POST FABRIC FABRIC TIE SPACED 24" C/C MAX. BOTTOM TENSION WIRE t dED SELVAGE METHOD OF TYING FABRIC TO TENSION WIRE NOT FOR CONSTRUCTION DESIGNfi, 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 WW W.DESIGN 1 EP.COM THE TOWERS LLC I PROJECT I US-WI-5591 LOC. CODE: 765125 W102 WHITEFISH LAKE 14947 W WI-27/70 STONE LAKE, WI 54876 SHEET CONTENTS: FENCE NOTES FENCE DETAILS DRAWN REV. A-7 GPS ANTENNA ATTACHED TO ICE SHIELD POST, TYP. -LIGHT MOUNTED TO POST. TYP. OF 2 F-------� I i E i 1 11 I I I I I al II o i$il Ir! 8 COMMSCOPE CMC74-368 COMMSCOPE FUTURE I BATTERY CMC74-36E CABINET CABINET EQUIPMENT ON 8' PLNTH I ON 8' PLINTH CABINET I••, i :ON 8' PLINTH' 0 CONCRETE PAD H-FRAME 0 A FRONT ELEVATION GRAPHIC SCALE Y o 2' 4' SCALE: 1/4" = 1'-O" HYBRID CABLE, TYP. OVP BOX do ALARM, — TYP. OF 3 P1000 UNISTRUT WITH ENDCAPS, SECURED TO POST WITH U-BOLTS. TYP. UNIVERSAL CANTILEVERS, SITE PRO 1 IHHD24-K GALV. STL 'GRIP -STRUT' 24' X 12 GA CHANNEL -INTEGRATED- LOAD CENTER FIBER ENCLOSURE CONCRETE PAD SIDE ELEVATION 12'x12'x6' NEMA-3 DRY CONTACT ALARMS FOR ILC AND GENERATOR 000 0 00 oo 13 8 0 0 I I 118 @I EQUIPMENT • • II II I I 18 CABINET BATTERY FUTURE �I d CABINET ; I OABINET 'I II 8 • • i II 8 1bI OOoo 000 • • 00 ® 0000000 CHARLES CUBE RL1003 FIBER ENCLOSURE BACK ELEVATION s SCALE: 1/4" = V O" 15 AT 12' O.C. E.W. 8' CABINET ANCHOR, MIN. 3/4' CHAMFER, TYP. COMPOUND TYPICAL CAB. FRAME ANCHOR BOLT: HILTI KWIK BOLT TZ (GALV.) EXP. SEE PLAN SURFACE PLINTH B. ANCHOR-5/8'6 X 3-9/16' NOM. MIN. EMBED, MIN. V CHAR PER PLAN ANCHOR PER PLINTH MANUFACTURER ' 1, .. •� :. TYP. o ANCHOR SPECIFIED LOCATIONS 0 PAD - I DETAIL CLASS 5 GRAVEL BASE COMPACTED TO 95% OF STANDARD PROCTOR IN 6" LIFTS III III I SCALE: 1-1/2" = 1'-0" GRAPHIC SCALE I I= - s i-0" 1'-0" t'-O" 1-0"1= EXISTING NON -ORGANIC SOILS TO CONCRETE PAD H-FRAME BE COMPACTED TO 95% OF STANDARD EXISTING SOILS TO HAVE PROCTOR FOR A DEPTH OF 6' BELOW A MINIMUM ALLOWABLE BEARING GRAVEL BASE CAPACITY OF 500 PSF. 18" DIA. PIER FOOTING 4" 4" 3'-0" 3'-0" 9" 6" 3'-0" 2'-0" 2'-0" 2'-O" W/CONC. TUBE FORM & CONCRETE PAD SECTION W/1i 0 GRADE TIES 12' O.C. -T.O. PIER AT GRADE 3' SCH. 40 PIPE SUPPORT POST, TYP. � \ =====i ori— T FUNRE BATTERY EQUIPMENT NOTES: o o CABINET CABINET , j / / / /1 CABINET I / / 44 i 1. 1/0 PAD TO LEVEL f 1/8' II I71 ' 2. EQUIPMENT CABINET WEIGHT IS APPROX. 9,525 LBS 3. T 0 PAD ELEVATION = SEE SITE PLAN N — v 4. MAINTAIN 3' COVER AT REBAR T/B. LIGHT MOUNTED TO\ POST, TYP. OF 2 2 CONCRETE PAD, BELOW (SOLID HATCH) \\Gp PROPOSED BASE SHOE FOOT, SITE PRO 1 IBSF35 k FASTEN PER 3/A-8 (SIM.) %1 CONCRETE PAD PLAN GRAPHIC SCALE LAYOUT PLAN GRAPHIC SCALE SCALE: 3/8" = 1'-0" 0 1'-4 0EQUIPMENT SCALE: 1/4" = 1'-0" o z' a -19,-0' x 10'-0' CLEARANCE FIBER ENCLOSURE INTEGRATED LOAD CENTER ICE SHIELD, ABOVE (CROSS HATCH) OVP BOX k ALARM, TYP. OF 3 NOT FOR CONSTRUCTION DESIGN K 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGNlEP.COM THE TOWERS LLC I PROJECT I US-WI-5591 LOC. CODE: 765125 W102 WHITEFISH LAKE 14947 W WI-27/70 STONE LAKE, WI 54876 SHEET CONTENTS: FOUNDATION PLAN & DETAILS LAYOUT PLAN ELEVATIONS SJD TAB 09-22-23 GENERAC SDO30 2.2L (Diesel 300) W/190 GAL TANK GENERATOR PAD SOUND ENCLOSURE:7 N e :\ I GENERATOR BASE TANK I I I I I I I GENERATOR PLAN NOT FOR 3 CONSTRUCTION SCALE: 3/8" = 1'-0- GEN PAD NOTES: 1. T/O PAD TO LEVEL f 1/8" 2. MAINTAIN 3" COVER AT REBAR T/B. 3. ANCHOR GENERATOR USING CAST-INDESIGN BOLTS OR EXPANSION ANCHORS USINGNGALL PROVIDED HOLES IN BOTTOM OF SKID GENERATOR DETAIL NOTES: 1. CONTROL PANEL INCLUDES BATTERY CHARGER WITH THREE PRONG 10'-0' 9973 VALLEY VIEW RD. CORD EDEN PRAIRIE, MN 55344 2. 150OW 120 VAC ENGINE BLOCK HEATER WITH THREE PRONG CORD. ADD (2) #5 (WWW.DESIGNIEP.COM 3. CONNECTION POINTS FOR CONTROL WIRES PROVIDED IN THE LOW REBAR TOP VOLTAGE CONNECTION BOTTOM HAS KNOCKOUTS FOR 1/2' AND 3/4" AT OPENING. CONDUIT FITTINGS (USE LOW VOLTAGE STUB -UP AREA). 4. BATTERY (12 VOLT NEGATIVE GROUND SYSTEM). 5. MAIN LINE CIRCUIT BREAKER (MLCB) (MLCB HEIGHT MAY VARY WITH CB SELECTION) AC LOAD LEADS CONNECT DIRECTLY TO BOTTOM OF BREAKER. 6. CENTER OF GRAVITY & WEIGHT MAY SHIFT SLIGHTLY DUE TO UNIT OPTIONS. 7. ENGINE SERVICE CONNECTIONS: INLET DIESEL = 3/8" NPT RETURN DIESEL = 3/8" NPT OIL DRAIN = 1/2" NPT RADIATOR DRAIN = 1/2' NPT EXHAUST OUTLET = 2.5" I.D. 8. STUB -UPS: BASE TANK REQUIRES ALL STUB -UPS TO BE IN THE REAR TANK STUB -UP AREA 17 THE TOWERS LLC PROJECT US-WI-5591 9. GENERATOR SET MUST BE INSTALLED SUCH THAT FRESH COOLING AIR LOC. CODE: 765125 IS AVAILABLE AND DISCHARGE AIR IS NOT RECIRCULATED. SEE SPEC 11" 10" SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTIONREQUIREMEWI02 10. BOTTOM OF GENERATOR SET MUST BE CLOSED TO PREVENT PEST GENERATOR PAD PLAN INTRUSION AND RECIRCULATION OF DISCHARGE AIR AND/OR IMPROPER 2 SCALE: 3/8"=V-D" WHITEFISH COOLING AIR FLOW. 11. BOLTS OR STUDS USED TO MOUNT UNIT TO PAD SHALL BE 5/8-11 LAKE GRADE 5. USE STANDARD SAE TORQUE SPECS. 12. HIGH VOLTAGE STUB -UP AREA INCLUDES THE AC LOAD LEAD CONNECTIONS TO MLCB, NEUTRAL CONNECTION AND AUXILIARY 3/4" CHAMFER, TYP. 120/240V CONNECTION. #5 AT 12" O.C. E.W. /70 13. 190 GALLON USEABLE CAPACITY BASETANK STANDARD WITH COMPOUND 1 W , VVI 54876 SURFACE STONE LAKE, W GENERATOR. 14. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL ,ea' ' a CLEAR SHEET CONTENTS: o GENERATOR PAD SECTION APPLICABLE CODES, STANDARDS, AND REGULATIONS. • ' TYP. 15. UNIT IS SHIPPED WITH FUEL SUPPLY AND RETURN LINES a..,' : ' �: - -'� '' I DISCONNECTED AND PLUGGED BETWEEN ENGINE AND FUEL TANK. THIS 1 GENERATOR PAD PLAN HAS BEEN DONE TO FACILITATE PRESSURE TESTING OF THE TANK IN ?'T -_ GENERATOR PLAN THE FIELD. FOR INFORMATION REGARDING CONNECTING THE FUEL o I GENERATOR ELEVATIONS SUPPLY AND RETURN LINES PRIOR TO START UP, SEE THE FUEL TANK I II-1 ICE SHIELD DETAILS FIELD TESTING PROCEDURE (OE5082) SUPPLIED IN THE TANK LOOSE I �L �— �` IIf lli II iI�II—II 1L iI�III II VENTS KIT, WHICH IS SHIPPED WITH THIS GENERATOR. CLASS 5 GRAVEL BASE 1 -0" 16. SEE DRAWING OC3850 FOR DISCHARGE DUCT REMOVAL REMOVAL OF COMPACTED TO 95% OF DUCT WILL PROVIDE ACCESS TO MUFFLER FOR SERVICING. STANDARD PROCTOR IN T_ —1+ — - —I j DRAWN BY: SJD 17. GENERATOR MUST BE GROUNDED 6' LIFTS CHECKED BY: TAB FASTING NON -ORGANIC SOILS TO REV. Os-22-23 BE COMPACTED TO 95% OF STANDARD IXISTING SOILS TO HAVE PROCTOR FOR A DEPTH OF 6" BELOW A MINIMUM ALLOWABLE BEARING GRAVEL SASE CAPACITY OF 500 PSF. NOTES: GENERATOR DRAWINGS AND CALLOUTS SHOWN FOR ILLUSTRATION PURPOSES GRAPHIC SCALE ONLY. CONTRACTOR TO REFERENCE GENERAC DWG# 10000019074 REV.B FOR GENERATOR PAD SECTION SCALED DRAWINGS. (DRAWING TITLE "INSTALL D2.2L G22 3OKW SSS L2A EXT) SCALE: 3/8" = 1'-0" 0 1' -a z'-e A-9 V a w 0 #5 REBAR ® 12" O.C. � m a N � 0 W GENERAL CONDITIONS 00 0001 PERMITS Construction Permit shall be acquired by, or in the name of, Verizon Wireless, to be hereinafter referred to as the OWNER. Other permits shall be acquired by the Contractor. 00 0002 SURVEY FEES Survey shall be furnished by the Designer. Layout Staking shall be coordinated with the Surveyor per "Request For Quote*, (RFQ). 01 0010 INSURANCE & BONDS Contractor is to furnish Insurance certificates for themselves and subcontractors. Contractor will provide any required Bonding. Contractor agrees to warranty the project for (1) one year after completion. Ot 0400 SUPERVISION & COORDINATION Contractor shall provide supervision throughout the Project, coordinating the work of the Subcontractors, and delivery & installation of Owner—fumished items. Contractor's responsibilities include arranging & conducting of Underground Utilities Locates. Contractor shall comply with municipal, county, state and/or federal codes, including OSHA. 01 0600 TESTING Contractor is responsible for providing Agencies with sufficient notice to arrange for Test Samples (i.e.: Concrete Cylinders), and for Special Inspections. 01 2000 MEETINGS Contractor shall make themselves aware of, and attend, meetings with the Owner and/or Designer. Contractor is to attend a Pre —Construction Meeting of all parties involved, prior to the start of construction. 01 5100 TEMPORARY UTILITIES Contractor shall maintain the job site in a clean and orderly fashion, providing temporary sanitary facilities, waste disposal, and security (fence area or trailer module). 01 5300 EQUIPMENT RENTAL Contractor shall furnish equipment necessary to expedite work. 01 5900 FIELD OFFICES & SHEDS Contractor shall provide security (fence area or trailer module) for tools and materials that remain overnight on site. 01 7000 CLEAN UP & CLOSE OUT Contractor shall clean up the Site to the satisfaction of Owner. Contractor shall complete the items listed on the Owners Punch List, and shall sign and return the List to the Owner. Contractor shall maintain a set of drawings during the job, on which changes shall be noted in red ink. A full set of redlined drawings (As—Builts) are to be given to the Designer at Job completion and submit 'construction work complete memo to Construction Engineer. 01 8000 TRUCKS & MILEAGE Contractor shall provide transportation for their own personnel. 01 8300 TRAVEL TIME & PER DIEM Contractor shall provide room and board for their own personnel, and reasonable time for traveling to & from job site. 01 9200 TAXES Contractor shall pay sales and/or use tax on materials and taxable services. snEWORK 02 1000 SITE PREPARATION Contractor is to mobilize within 7 calendar days of the Owner issuing a 'START' document. Contractor will immediately report to Designer if any environmental considerations arise. Site shall be scraped to a depth of 3" minimum to remove vegetative matter, and scrapings shall be stockpiled on site. Excess material to be disposed of in accordance with RFQ. 02 1100 ROAD IMPROVEMENT & CONSTRUCTION N/A 02 2000 EARTHWORK & EXCAVATION Excavation material shall be used for surface grading as necessary; excess to be stockpiled on site. Excess material to be disposed of in accordance with RFQ. For dewatering excavated areas, contractor shall utilize sock or sediment filter for filtering of water discharge. 02 5000 PAVING & SURFACING N/A 02 7800 POWER TO SITE Contractor shall coordinate the electrical service to the building with the Utility Provider. Conduits shall include pull strings. Underground conduits shall be 2-1/2" Schedule 40 PVC. (schedule 80 PVC under roads and drives) Cable to be 3/0 THWN CU. Trenches shall be backfilled in a timely fashion, using a compactor, and including detectable ribbon at 12" below grade. Service shall be 200 amp, single phase, 120/240 volt. Service type shall be "General Time —Of —Day' if available, and meter base shall be approved by utility provider. Contractor to provide and install expansion joint sleeve connections to prevent differential movement at utility connections. 02 7900 TELCO TO SITE Contractor shall provide 2" SDR-11 HDPE conduit for fiber conduit as noted on Drawings when directional boring is utilized. Contractor shall provide 2" schedule 40 PVC conduit and 2" schedule 80 HDPE conduit under roadways with large —sweep elbows for fiber conduit as noted on Drawings when hand trenched. Trenches shall be as in 02 7800. Contractor to provide and install handholes as noted in the Drawings. Additional handholes shall be provided and installed a maximum of 500 feet on center; at 90' bends if directional boring; and every third bend if hand trenched. Handholes size per Drawings and traffic —rated in roadways. Contractor to provide and install Corlon expansion joint connections at cabinets/shelter location per manufacturers specifications and recommendations. 02 8000 SITE IMPROVEMENTS Areas bounded by fence and adjacent to Cabinet Pad shall receive polyethylene geotextile, 200 mesh woven, topped with 4" deep 3/4' to 1 1/2" clean rock (no fines), raked smooth. 02 8001 FENCING Contractor shall protect existing fencing elements that are not in the Scope of Work. Damage resulting from disregard of this Article shall be compensated by the Responsible Party and at a cost to be determined by the Property Owner, Designer & Owner. 02 8500 IRRIGATION SYSTEMS N/A 02 9000 LANDSCAPING N/A CONCRETE 03 1000 CONCRETE FORMWORK Concrete forms shall be dimensional lumber, modular, or steel. 03 8000 TOWER FOUNDATION Contractor shall arrange for delivery of anchors, and shall furnish and install materials per Tower Manufacturer Plans. Tower foundation concrete and reinforcing to be per tower manufacturer's specification. Contractor shall comply with the Owner's Standard CONSTRUCTION SPECIFICATIONS MINIMUM CONCRETE STANDARDS. 03 8001 CATHODIC PROTECTION N/A 03 9000 CABINETS/GENERATOR PADS Contractor shall furnish & install materials for Cabinets/Generator pads. Concrete shall be 6% d:1% air entrained, and 4,000 psi at 28 days. Al reinforcing steel is to be Grade 60 (ASTM 615). Anchor bolts are furnished by Contractor. Contractor shall comply with the Owners Standard CONSTRUCTION SPECIFICATIONS MINIMUM CONCRETE STANDARDS. MASONRY N/A METALS 05 0000 METALS Contractor will furnish and install steel shapes and fabricated steel items not specifically furnished by Owner, and install Owner —furnished materials. Fabrication and erection of steel items per AISC standards. Welding shall conform to AWS standards. Fobrications shall be shop welded and galvanized before delivery to site unless noted otherwise. Steel shapes shall meet ASTM A36 and steel pipe ASTM A53 Grade B. Steel shapes and fabrications shall be hot —dip galvanized per ASTM A123 with minimum coating thickness Grade 55 (2.2 mil). Bolts shall meet ASTM F3125 and U—bolts SAE J429 Grade 5 minimum. Bolts and hardware to be hot —dip galvanized per ASTM A153. Feld repair of galvanized coatings shall be per ASTM A780. WOOD & PLASTICS N/A THERMAL & MOISTURE N/A DOORS AND HARDWARE N/A FINISHES 09 9000 PAINTING Contractor shall provide materials and labor for all painting indicated in the designer documents and shall touch—up construction related scrapes & scratches with appropriate point. SPECIAL CONSTRUCTION 13 1260 CABLE BRIDGE & ICE SHIELDS Contractor shall furnish & install materials for the Cable Bridge as indicated on the drawings and Verizon Wireless Standard Details. Contractor shall furnish & install materials for the Ice Shields as indicated on the Drawings & Verizon Wireless Standard Details. 13 1400 ANTENNA INSTALL Contractor shall install Owner's antennas and feed lines during erecting. Contractor shall test and certify feed lines per current VZW standards. 13 3423 TRANSPORT AND SET EQUIPMENT CABINETS/GENERATOR Contractor shall provide crane(s) and/or truck for transporting, setting and erecting Equipment Cabinets/Generator per RFQ. Contractor shall install items shipped loose with the Equipment Cabinets/Generator. 13 3613 TRANSPORT AND ERECT ANTENNA MOUNTS Contractor shall furnish and install Antenna Mounts, and provide cranes for unloading and erecting. Contractor shall ensure the existence of a 3/8" cable safety climb (DBI/Sala or equal) on the Tower. MECHANICAL 15 4000 PLUMBING N/A 15 5000 HVAC N/A ELECTRIC 16 5000 LIGHTING AND ELECTRICAL Contractor shall provide labor and materials as necessary to complete the work shown on Drawings including items shipped loose with the Equipment Cabinets/Generator assembly. 16 6000 GROUNDING Contractor shall make themselves familiar with and follow the current GROUNDING STANDARDS of VERIZON WIRELESS. Contractor shall perform work as shown on Grounding Plans. Any site —specific grounding issues not covered by the GROUNDING STANDARD are to be addressed by the Contractor to the Owner. OWNER—FURNISum EQUIPMENT & FEES GENERATOR CABINETS COAX AND/OR CABLES ANTENNAS & DOWNTILT BRACKETS GPS BUILDING PERMIT FEES MATERIALS TESTING FEES SPECIAL INSPECTIONS FEES CONTRA= —FURNISHED EQUIPMENT POWER TO SITE TELCO TO SITE CABLE BRIDGE & ICE SHIELD GROUNDING MATERIALS CONNECTORS, BOOTS, & RELATED HARDWARE ANTENNA FRAMES WAVEGUIDE LADDER SCOPE OF WORK: CONTRACTOR SHALL PROVIDE MATERIALS, LABOR, TOOLS, TRANSPORTATION, SUPERVISION, ETC. TO FULLY EXECUTE WORK. WORK REQUIREMENTS ARE DETAILED ON THE DRAWINGS AND SPECIFICATIONS AND SHALL INCLUDE, BUT NOT BE UMITED TO, THE FOLLOWING ITEMS: SITE PREPARATION SITE WORK CABINET & GENERATOR PADS SET EQUIPMENT CABINETS & GENERATOR ROUTING OF GROUND, POWER, FIBER & ALARM SITE GROUNDING ELECTRICAL & TELEPHONE SERVICES INSTALL ANTENNAS & CABLES CABLE BRIDGE & ICE SHIELDS ROCK SURFACING Contractor to compare drawings against Owner's "Request for Quote", (RFQ). If discrepancies arise, Contractor shall verify with Owner that the RFQ supersedes the drawings. NOT FOR CONSTRUCTION DESIGN 6. 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 W W W.DESIGN 7 EP.COM THE TOWERS LLC I PROJECT I US-WI-5591 LOC. CODE: 765125 W102 WHITEFISH LAKE 14947 W WI-27/70 STONE LAKE, WI 54876 SHEET CONTENTS: OUTLINE SPECIFICATIONS DRAWN BY: SJD A-10 GENERAL GROUNDING NOTES: An external buried ground ring (Lead 1) shall be established around the equipment cabinets and tower foundations. Lead 1 shall be kept 24" from foundations; if foundations are less than 48" apart, keep Lead 1 centered between them. If the tower base is over 20'-0" from the equipment cabinets, a separate Lead 1 shall be established around each foundation, and the two Lead 1s shall be bonded with two parallel leads at least 6 feet apart horizontally. Connections between the two Lead 1s shall be bi-directional. All subgrade connections shall be by exothermic weld, brazed weld, or gas -tight UL467-listed compression fittings pre -filled with anti -oxidant compound. Subgrade connections shall n2j be 'cold galvanize' coated. Lead 1 shall be #2 solid bare tin -clad (SBTC) copper wire buried at local frost depth. Lead 1 bends shall be minimum 24" radius. 'Whip' lead bends may be of 12" radius. Ground rods shall be galvanized steel, 5/8"0, spaced twenty feet apart, or as shown. Rods shall be kept min. 24 inches from foundations. Ground rods are required to be installed at their full specified length. Depth shall be as shown in Detail 11.1 in the Verizon Wireless Standard Detail Booklet. SPECIAL CONSIDERATIONS FOR GROUND RODS: When ground rods are not specified to be backfilled w/ Bentonite Slurry: If boulders, bedrock, or other obstructions prevent driving of ground rods, the Contractor will need to have drilling equipment bore a hole for ground rod placement. Hole to be backfilled w/ Bentonite Slurry. When specified with slurried Bentonite encasement, drilling equipment will be need to be used to be bore a hole for ground rod placement. Slurry shall be made from pelletized material ("Grounding Gravel"): powdered Bentonite is not allowed. If boulders, bedrock, or other obstructions are found, Contractor shall drill to the specified depth and provide Bentonite encasements. Above -grade connections shall be by lugs w/ two -hole tongues unless noted otherwise, joined to solid leads by welding (T&B 54856BE "BROWN"), self -threading (RECOGNIZED, EM 2522DH.75.312), or 10,OOOpsi crimping (BURNDY YA3C 2TC 14E2). Surfaces that are galvanized or coated shall have coating(s) removed prior to bolting. Bolts shall be stainless steel with flat washers on each side of the connection and a lock washer beneath the fastening nut. Star -tooth washers shall be used between lug & dissimilar metal (copper -to -steel, etc) but are not required between tin -clad CU lugs & tin -clad CU bus bars. Lug tongues shall be coated with anti -oxidant compound, and excess compound wiped clean after bolting. The connection shall then be coated with cold -galvanizing compound, or with color -matching paint. Ground bars exposed to weather shall be tin -clad copper, and shall be clean of any oxidation prior to lug bolting. Galvanized items shall have zinc removed within 1" of weld area, and below lug surface contact area. After welding or bolting, the joint shall be coated with cold galvanizing compound. Ground Bar leads Ground bars are isolated electrically from tower bottoms and equipment cabinets by their standoff mounts. Leads from each ground bar to the ground ring shall be a pair of #2 SBTC, each connected to Lead 1 bi-directionally with #2 SBTC 'jumpers'. Pairs of #2 SBTC may be required between ground bars. Leads shall be routed to ground bars as follows: * The Main Ground Bar (MOB), typically mounted adjacent to the ILC (location varies). * The Port Ground Bars (PGB), mounted inside and outside on the equipment shelter walls beneath the transmission line port. Note: Transmission line grounds also attach to the PGBs. * The Tower Ground Bar (TGB) mounted at the base of the tower. Note: Transmission line grounds also attach to the TGBs. NOTE: Contractor shall confirm that TGBs exist at 75-foot vertical intervals on any guyed or self-support tower, and that transmission lines are grounded to each TGB. Only the bottom -most TGB is isolated from the tower steel frame; upper TGBs may use the tower steel frame as common ground, requiring no copper leads between TGBs. J2 SBTC Whip leads "Whip" leads shall connect the buried external ground ring to the following items: Monopole Towers: * Three whips to flanges on the monopole base, at least 90' apart. If none are provided, attach to the baseplote or consult tower manufacturer. Self -Support Towers: * Two whips to flange(s) on each tower leg base. If none are provided, attach to the baseplate or consult tower manufacturer. Guyed Towers: * Two whips to flange(s) on the tower base. If none are provided, attach to the baseplate or consult tower manufacturer. * Establish a Lead 1 within the fence enclosure of each guy anchor, at least 40 foot perimeter and having 4 ground rods. * #2 SBTC leads shall extend up, and be clamped (bronze clamshell or equal), to any two guy wires. NEVER weld leads to the guy wires. The lead to the guy anchor 'hand' plate may be welded. Fences: Metallic fence within 25 feet of tower Lead 1, or within 6 feet of shelter lead 1, shall have whip leads as follows: * Each corner post. * Each pair of gate posts. * Any line post over 20'-0" from a grounded post. * Each gate leaf to its respective gatepost using braided strop (3/4", tin -clad copper w/ lug ends). * Fences around guy anchors shall be grounded in similar fashion. Fuel tanks: NEVER WELD to any fuel enclosure. NEVER penetrate the fuel containment. Metal tanks shall have one whip lead attached. Use an approved clamp or two -hole lug on an available flange. Eauioment Shelter/Platform and Other General Requirements (including but not limited to): • Extend new Lead 21B up to shelter halo, remaking two-way connections as needed. Generator -equipped shelters have 6 such connections. Connections within the shelter shall be by compression; NEVER weld inside the shelter. • Each vertical support pipe of the exterior cable bridge. Bridge end shall be kept at least 6" from the tower structure. The cable bridge shall be jumpered to the vertical support pipes with #2 SBTC at each vertical support pipe. • Opposite corners of the steel equipment platform. • Opposite corners of the roof shield over the equipment shelter. • Each HVAC unit shield, if separate (may be 'jumpered' to main roof shield). • Each HVAC package unit. • Commercial electric meter box. • Generator receptacle, if present. • Steel building skid, if shelter is metal frame. • Each air intake or exhaust fan vent louver. • Each generator vent hood or louver. • Generator exhaust stack, external. • Opposite corners of generator support frame, if separate from shelter. • Generator fuel tank, if separate from generator unit. • Host building rain gutter, downspouts, and roof floshings within 25 feet. • Telco MPOP (Main Point of Presence), if external to equipment shelter. • Within cable vaults, one each to the ladder and to the manhole rim. Note: The door frame is connected to the interior ground halo, and need no separate connection to the external ground ring. Inspection & Testing Test lead #1 and ground rods after installation but before bockfilling or connecting to any other grounding, using the 3-point fall of potential method. Contractor to notify Verizon Wireless senior construction engineer at least 48 hours prior to testing. Document installation and test results with photographs. SYMBOL AND NOTE LEGEND —— 12 SBTC AROUND EQUIPMENT CABINETS, TOWER, OR GUY ANCHOR 5/8" X 10'-0" GALVANIZED STEEL GROUND ROD O TEST WELL PREFERRED LOCATION -- #2 SBTC 'WHIP' LEAD © AC 216 BC Q BO © CBS ® EL © EM © FAN © FP 90 GEN GP © GPS © GUY © HL © HB © ILC Q MOB © MU Q PGB © RBR © RS © SB © SP © STP © TEL Q5 TGB © TWR © VP (2) #2 SBTC FROM MOB, PGB, OR TGB TO LEAD 1 HVAC UNIT BUILDING CORNER BOLLARD CABLE BRIDGE SUPPORT POST ELECTRICAL SERVICE GROUND COMMERCIAL ELECTRICAL METER GUY ANCHOR PLATE FENCE POST GENERATOR GATE POST, 3/4" BRAID STRAP TO LEAF GPS UNIT GUY WIRE, MECH. CLAMP ONLY - NO WELDS HOOD OR LOUVER OUTSIDE OF HOFFMAN BOX INTEGRATED LOAD CENTER MAIN GROUND BAR GENERATOR MUFFLER PORT GROUND BAR FOUNDATION REINFORCING ROOF SHIELD STEEL BEAM STEEL POST STEEL PLATFORM HOFFMAN BOX TOWER GROUND BAR TOWER BASE DIESEL FUEL VENT PIPE NQiE Contractor to provide #2 solid bare tin -clad (SBTC) copper wire lead from #1 ground ring O to air conditioner & ice shield if provided by VZW. 1 RING, EXTERNAL BURIED w/ RODS 12 SBTC tA RING, CONCRETE ENCASED 12 SBTC 2 DEEP ANODE (TO IMPROVE OHMS) ROD OR PIPE 3 RING TO BLDG STL FRAME 12 SBTC 4 MAIN AC PANEL NEUTRAL BUS TO (2) GROUND RODS, ISOLATED FROM LEAD #1 NEC 250.66 5 RING TO GROUND BAR 2 2 SBTC 6 RING TO EXT MTL OBJECT #2 SBTC 7 DEEP ANODE TO MOB NSTD33-9 8 AC PANEL TO WATER METER NEC 250.66 9 EXT WATER TO INT WATER PIPES NSTD33-9 10 INT WATER PIPE TO MOB NSTD33-9 11-12 NOT USED 13 AC PANEL TO MOB NSTD33-9 14 MGB/FGB TO BLDG STL FRAME #2/0 I-STR 14C MGB/FGB TO ROOF/WALL MTL PNL #1/0 I-STR 15 MGB/FGB TO FGB-HE SAME FLOOR #2/0 I-STR 16 NOT USED 16A ECPGB TO CABLE ENTRY RACK #1/0 I-STR 17 MOB TO CABLE SHIELDING #6 I-STR 17A ECPGB TO CABLE SHIELDING #6 I-STR 17B MGB/FGB TO F-0 SPLICE SHELF #1 I-STR 18 LOWEST MGB/FGB TO HIGHEST FGB #2/0 I-STR 19 LEAD 18 TO OTHER FGBs, <6' #2/0 I-STR 20 MGB/FGB TO BRANCH AC PNL #6 I-STR 20A NEAREST GRND TO DISCONNECT PNL NEC 250.66 20B GWB TO AC DISTR PNL 16 I-STR 21 MGB/FGB TO INT HALO #2 I-STR 21A INTERIOR 'GREEN' HALO 21B INT HALO TO EXT RING #2 I-STR J2 SBTC 21C INT HALO TO EQUIPMENT MTL #6 I-STR 22 ROOF TOWER RING TO ROOF GRND NFPA 780 23 MGB/FGB TO ECPGB, SAME FLOOR #1 I-STR 23A MGB/FGB TO CXR-HF UNR PROT #6 I-STR 24 ECPGB TO EACH PROTECTOR ASSEMBLY 16 I-STR 24A LOWER PROT ASSY TO UPPER #6 I-STR 25 RING TO NEAREST UGHTNING ROD 12 SBTC 26 LGHTNG ROD SYS TO NEARBY MTL NFPA 780 27 RING TO TOWER RING (2) 12 SBTC 28 RING TO SHELTER RING (2) #2 SBTC 29 BRANCH AC PNL TO BTTY CHG FIRM NSTD33-11 30 BRANCH AC PNL TO OUTLETS NSTD33-11 31 MGB/FGB TO PWR, BUY FRAMES 12/0 I-STR 32 #31 TO BATTERY CHARGER FRAME #6 I-STR 33 #31 TO BATTERY RACK FRAME #6 I-STR 34 #31 TO PCU FRAME #6 I-STR 35 #31 TO DSU FRAME #6 I-STR 36 #31 TO PDU FRAME #6 I-STR 37 MGB/FGB TO BTTY RETURN NSTD33-14.5 37A MGB/FGB TO RTN TERM CARR SUPP #6 I-STR 38 FGB TO PDU GB #750MCM I-STR 38A FGB TO PDU GB CARRIER SUPPLY #2/0 I-STR 39 DC BUS DUCT TO NEXT SECTION #6 I-STR 40 DC BUS DUCT TO MGB/FGB #6 I-STR 41A MGB/FGB TO #58 #2/0 I-STR 42-44 NOT USED 45 MAIN AC PNL TO BRANCH AC PNL NSTD33-11 46 BRANCH AC PNL TO DED OUTLET NSTD33-11 47 FGB TO INTEG FIRM #2 I-STR 48 LEAD #31 TO INTEG FIRM #6 I-STR 49 INTEG FIRM TO EQUIP SHELF BY FASTENERS 50 PDU BTTY RET TO 151 #2/0 I-STR 51 #50 TO TRANS FIRM ISO DC PWR #6 I-STR 52 TRANS FIRM FUSE TO FIRM OR BAR #8 I-STR 53A MGB/FGB TO PDF/BDFB NSTD33-22 54 MGB/FGB TO STATIC DEVICES #6 I-STR 55 MOB/FOB TO CABLE AT ENTRY 16 I-STR 56 MGB/FGB TO AC PWR RADIO XMTTR #6 I-STR 57A MGB/FGB TO CBL GRID/RUNWAY #2/0 I-STR 58A #41A TO AISLE FRAME 12 I-STR 59A #58A TO EACH SGL FRAME GRND 16 I-STR 60-89 NOT USED 90 GENERATOR FRAME TO EXT RING #2 SBTC NOTE: GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE INSTALLATION OF ALL GROUNDING MEETS THE VERIZON NETWORK STANDARD NUMBER "NSTD46" DOCUMENT TITLED "CELL SITE AND MICROWAVE RADIO STATION PROTECTION - ENGINEERING CONSIDERATIONS" NOTE. • REMOVE GALVANIZING FROM O O FENCE POSTS IN AREAS LUGS WILL BURNDY BE INSTALLED. LIGHTLY COAT THE YA6C 2TC 14 UNDERSIDE OF THE LUGS W/ O CRIMP LUG ANTI-OX COMPOUND BEFORE ATTACHING TO POSTS. BELDEN rrn rn il—I �J� D. TUB P! R TUBULAR TOP VIEW SIDE VIEW TWO -HOLE 10,000 PSI COMPRESSION FITTING UL 9498 LISTED BRAIDED STRAP GATE BONDED TO FENCE POST (2 TWO -HOLE 10,000 PSI COMPRESSION FITTING wl 3/4" BRAIDED TINNED COPPER JUMPER STRAP a HYTAP CONNECTOR 10,000 PSI COMPRESSION FITTING FITTING MUST BE UL467 LISTED ACCEPTABLE FOR DIRECT BURIAL 2 COMPRESSION CONNECTOR DETAILS SCALE: NITS _` 7iiiii , all'o moo it, TYPE VS TYPE VS ROUND SURFACE FLAT SURFACE WELD: THOMAS & BETTS, 54856BE BROWN33" CRIMP. BURNDY, YA3C 2TC 14E2, 10,000 PSI SCREW: RECOGNIZED, EM 2522DH.75.312 • III TYPE HS TYPE GT TYPE PT TYPE GL LUG EXOTHERMIC WELD DETAILS SCALE:NTS NOT FOR CONSTRUCTION DESIGN© 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 W W W.DESIGN 7 EP.COM THE TOWERS LLC I PROJECT I US-WI-5591 LOC. CODE: 765125 W102 WHITEFISH LAKE 14947 W WI-27/70 STONE LAKE, WI 54876 SHEET CONTENTS: GROUNDING NOTES DRAWN BY: SJD CHECKED BY: TAB RFV_ A 09-22-23 G-1 —N~x —x —x — x —x —x —x —x TEST WELL //FP FEED i x LOCATION \ RBR �i 1 � I x RBR A I x I`. GE is I Q I X R I I x IRK b RBR �' 1 x TEST WELL PREFERRED LOCATION---------------------- X x x x x x 4 o SP x q� BIDEi m o IEM SP 1 x -JD ��ro SPy;r ;o Tp I FP }L� x-- x- x- x- x A / X\/� \ ✓ NOTE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE INSTALLATION OF ALL GROUNDING MEETS THE VERIZON NETWORK STANDARD NUMBERS 'NSTD46' DOCUMENTS TITLES "CELL SITE AND MICROWAVE RADIO STATION PROTECTION - ENGINEERING CONSIDERATIONS' NOTE: CONTRACTOR SHALL ENSURE THAT EACH WHIP IS ROUTED TO LEAD 1 BY THE SHORTEST PATH, AND BENDS SHALL NOT BE LESS THAN 12' RADIUS NORTH GROUNDING PLAN SCALE:NTS NOT FOR CONSTRUCTION DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 W W W.DESIGN 7 EP.COM TOWERS LLC I PROJECT I US-WI-5591 LOC. CODE: 765125 W102 WHITEFISH LAKE 14947 W WI-27/70 STONE LAKE, WI 54876 SHEET CONTENTS: GROUNDING PLAN 1 DRAWN BY: SJD A G-2 GPS ANTENNA TYPICAL 'JUMPER': — #2 SOLID w/ LUG ENDS AT END POSTS AND BETWEEN CHANNELS BUSS BAR L TYPE VS WELD TO BRIDGE POSTS IA I I BRIDGEPOST J O I PIERSKEEP I WELDS 8" MIN APART I GROUND LATERALS MAY BE LESS THAN RING i r FROST DEPTH (12" MIN) I I I I I I I I I / ALWAYS POINT LEAD 6 WHIP TO NEAREST \ ( GROUND ROD TOWER CABLE PORT TOWER GROUND BAR I I I I I I I I � � I iING TOWER R LEAD 5 J NEAREST EAD 1 RING TYPICAL CABLE BRIDGE GROUNDING DETAIL SCALE: NONE TOWER CABLE LADDER GROUNDING OBJECT TWO -HOLE LUG SEATED a IN ANTI -OXIDANT COMPOUND W a, II APPLY COLD-GALV COATING m TIN v I I� #2 SOLID CU, -CLAD I I o o Y4"0 PVC PIPE, GRAY I (ELECTRICAL GRADE) MAY REQUIRE PAINTING I I 0 o PVC HALF -STRAP w/ FASTENERS (NAIL -IN OR w TAPCON) TO CONC. WALL t CONDUIT DETAIL 4 SCALE: NONE CONCRETE PIER CONNECTION GRADE #2 SBTC UNDER THE RIM FORM VERTICAL REBAR n' GROUNDING RING e . ' `\ PIER FOUNDATION REBAR GROUNDING DETAIL 3SCALE: NONE INSULATORS REQUIRED AT TOM TOWER GROUND BAR TOWER GROUND BAR PROPOSED HANGER 2X14.5' GROUND BAR MOUNTED TO EXISTING TOWER WITH UL APPROVED CLAMPS of 0 a N 0 0 r, 3 a 0 O 0 z 0 TYPICAL 'JUMPER': #2 SOLID w/ LUG ENDS AT END POSTS AND BETWEEN CHANNELS (TYPICAL) 2 TOWER GROUND BAR DETAIL SCALE: NONE GRADE \\i\ \ Z�� STEEL THREADED END CAP THREADED FITTING ADAPTER #2 SBTC LOOP 8"0 PVC PIPE EXTENDING DOWN TO LEAD #1 CUT SLOTS FOR LEAD #1 GROUND ROD s GROUND RING & ROD DETAIL SCALE:NONE NOTE: CONTRACTOR SHALL INSTALL GROUNDING PER VZW STANDARD NSTD 46. GROUNDING TYPICAL FOR SLAB W/3 PROPOSED EQUIPMENT CABINETS TO BE CABINETS AND SLAB W/4 CABINETS GROUNDED PER MANUFACTURERS SPECS AND ATTACHED TO MAIN BUSS BAR m � SPI RBI SPI SPJJ� SP SP� &FlI ONT ELEVATION SCALE: NONE i y Jfj It I`. S.L V SP &BAC�K ELEVATION SCANONE NOT FOR CONSTRUCTION DESIGN L 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 W W W.DESIGNI EP.COM THE TOWERS LLC I PROJECT I US-WI-5591 LOC. CODE: 765125 W102 WHITEFISH LAKE 14947 W WI-27/70 STONE LAKE, WI 54876 SHEET CONTENTS: GROUNDING DETAILS G-3 SJD TAB 1) CONTRACTOR TO COORDINATE PUSUC at PRIVATE UTILITY LOCATES PER STATE LAW PRIOR TO EXCAVATION. EXISTING UTILITY LINES DEVIATING FROM THAT SHOWN HEREIN SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN 1 & VZW CONSTRUCTION ENGINEER. 2) PRIMARY ELECTRICAL - SOURCE, ROUTE, DEPTH AND SPECIFICATION BY POWER UTILITY COMPANY. 3) SECONDARY ELECTRICAL - INSTALL CONDUIT 32" BELOW GRADE WITH TWO (2) DETECTABLE RIBBONS. 4) FIBER OPTIC - INSTALL CONDUIT 36' BELOW GRADE WITH PULL STRING, TRACEABLE WIRE AND TWO (2) DETECTABLE RIBBONS. n O n 0 -00 O O � I O �\ I 0 �J U --x —x —x --� F� d ° oI I , , (� `U OI Ll x 1 O O c� ° I x c (0 I I %0% 0 0 O -- -- -- O O 00 O O ®� 0 O 000 O O O 00 O CSC O ° 00 O O O 9 8° O 9 O 0 0 0 °O 0 00 I L _ I I I e"DOPOSED UNDERGROUND FIBER (2) Rl 2' SCHED. 40 HDPE CONDUITS FROM i cI HANDHOLE AT PUBLIC ROW TO HANDHOLE AT COMPOUND. CONTRACTOR TO INSTALL TRACER WIRE. ^I (APPROX. 270' LF) y/ `f UGT UGT _ u�T UG7 �U T UGT UGT W WI-27/70 UGT — UGT — GT — UGT UGT -- UGT I NORTH SITE UTILITY PLAN GRAPHIC scALE SCALE: 1" = 50' �I I I I 1 I I PROPOSED HANDHOLE LOCATED I c I PROPOSED 17' X 30" X 24' WITHIN RIGHT OF WAY INSATLLED HANDHOLE, 12' MAX FROM BY DARK FIBER PROVIDER £ I RK#IT OF WAY EXISTING PUBLIC R.O.W. I I I PROPOSED HANDHOLE LOCATED WITHIN RM OF WAY INSTALLED BY LIT FIBER PROVIDER MAY I BURR PROPOSED ED� unun PROVIDER I UGT IGT UGT EXISTING UNDERGROUND TELCO RUN U-- U-- UGT— UGT— UGT -- = I E-=—_ UGT UGT L— 2 —Y'T UGT PULLGTOX LOCATION PLAN GRAPHIC SCALE SCALE: 3/32" = 1'-0" 5'-4' POWER TYPE: 120/240V, SINGLE PHASE, 200 AMPS NORTH NOT FOR CONSTRUCTION I ' DESIGN T—x —x —x —x —x —x —x —x —x —x —x 1 ' ---__—__ x EDE 553 I VALLEY VIEW x EDEN PRAIRIE, MN 55344 !' I NMNV.DESIGNIEP.COM I x - - x PROPOSED FIBER THE ENCLOSURE I I TOWERS I � I x L- I UWD - L I GED L L C ' I I PROPOSED INTEGRATED UGE _ PROJECT LOAD CENTER I US-WI-5591 I I PROPOSED UNDERGROUND FIBER LOC. CODE: 765125 1 FROM HANDHOLE AT COMPOUND c I WI OZ TO CHARLES CUBE TELCO FT c x ENTRY. FIBER TO BE IN (2) 2' I " � I WHITEFISH SCHED. 40 HOPE CONDUITS - - (APPROX. 70 LF.) I 1 LAKE x PROPOSED U.G. SECONDARY --� _ ELECTRICAL FROM VZW METER TO x \ 14947 W WI-27/70 x VZW LEASE SPACE (APPROX. 55 LF.) STONE LAKE, WI 54876 PROPOSED MULTUTILITY RANG I SHEET CONTENTS: x I I METER LlfY FRAME x • - - I SITE UTILITY PLAN I ENLARGED SITE UTILITY PLAN x x _ _J I PULLBOX LOCATION PLAN l� x— x— x— x x— x— x— x� o ci PROPOSEDDRAWN BY: SJD TRANSFORMER I CHECKED BY: TAB m u REV. A 09-22-23 PROPOSED 17" X 30' X 24" a FIBER HANDHOLE i E NORTH ENLARGED SITE UTILITY PLAN GRAPHIC SCALE ? A 3 SCALE: 1/16" = 1'4" 0 a i6' I 3-1/2" SCH. 40 GALVANIZED FRONT PIPE w/END CAP (TYP.) PROPOSED 125A LOAD CENTER, O O UNISTRUT 240/120V, 10, 3W, NEMA 3R ENCLOSURE. SQUARE D OR I TENANT #1 METER APPROVED EQUAL 1 1 E1 TOWER LIGHT Q O (:,I PROPOSED 4-GANG MULTI -TENANT CONTROLLER &PHOTOCELL METER CENTER, 800A, 240/120V (IF TOWER IS LIT) 18"x24" 11 10, 3W, NEMA 3R ENCLOSURE. SQUARE D OR APPROVED EQUAL 2-1/2"0 SCH 40 PVC (2) 3"0 OR (1) 6"0 SCH 40 CONDUIT TO CLOSEST TOWER PVC ROUTED TO POWER LEG. (IF TOWER IS LIT) SOURCE / TRANSFORMER 2"0 CONDUIT TO #2 AWG SOLID TINNED I EQUIPMENT (TYP.) GROUND LEAD TO EQUIPMENT GROUND RING I G2 AWG SOLID TINNED N 1" PVC. CADWELD. GROUND LEAD TEQUIPMENT GROUND RING (TYP.) 44 SERVICE GROUND RING SERVICE ENTRANCE GROUND ROD 5/8"x8'-O" COPPER CLAD (TYP. OF 2) U 4'-0" 4'-0" 8'-0" NISTRUT D TO TYP.) it TF (TYP 1 BACK i1 METER UTILITY FRAME DETAIL SCALE: NONE ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN CONFORMANCE WITH NFPA 70 (LATEST REVISION). THE RESPECTIVE PMENT MANUFACTURER'S DIRECTIONS AND ALL OTHER APPLICABLE LOCAL CODES, LAWS, ORDINANCES AND REQUIREMENTS IN 1. ANY INSTALLATION WHICH WOULD VOID THE U.L. LISTING (OR OTHER THIRD PARTY LISTING) AND/OR THE MANUFACTURER'S 2ANTY OF A DEVICE SHALL NOT BE PERMITTED. 2DINATE ELECTRIC SERVICE WITH LOCAL POWER UTILITY COMPANY. COORDINATE WITH UTILITY FOR METER TYPE AND ALL CONDUIT SHALL BE SEALED WATERTIGHT UNTIL FINAL TERMINATIONS ARE MADE. PROVIDE PULL CORD IN ALL CONDUITS, SECURE AT EACH END. ADJUST DEPTH OF CONDUITS TO PASS ABOVE GROUNDING SYSTEM. PROVIDE 18 INCH (MIN.) RADIUS ELBOWS FOR ALL BENDS. PROVIDE PHENOLIC ENGRAVED NAMEPLATES AT THE SERVICE DISCONNECT LABELED: "SERVICE DISCONNECT" & "NOTE ENGINE GENERATOR NEUTRAL IS ALSO BONDED TO GROUND AT THE SERVICE DISCONNECT." PROVIDE ADDITIONAL NAMEPLATES NOTING TO GENERATOR (OMIT CONNECTIONS W/O GENERATOR) 2'0 CONDUIT: • (2) j3/0 CU • (1) WO CU NEUTRAL • (1) f6 GROUND 2'0 CONDUIT FOR MAIN WIRING: • (2) 13/0 CU • (1) 11/0 CU NEUTRAL • GROUND 3/4'0 CONDUIT FOR BLOCK HEATER/BATTERY CHARGER CIRCUITS: • (5) J12 • GROUND 3/4.0 CONDUIT FOR START CIRCUIT AND ALARMING: (2) 16 GA. CU r�= LABEL ALL ALARMS IN GENERATOR AND CABINET. DO NOT TERMINATE ALARMS AT ALARM BLOCK SEE SLAB STANDARD DETAILS 1. CONTRACTOR SHALL PERFORM WORK (ELECTRICAL, GROUNDING, & BONDING) IN ACCORDANCE WITH ALL APPLICABLE GOVERNING STATE & LOCAL CODES AND O.S.HA REGULATIONS. 2. ALL CONDUCTORS SHALL BE TYPE THHN UNLESS NOTED OTHERWISE. 3. LABEL METER & DISCONNECT PER NEC. 4. EQUIPMENT AND MATERIALS SHOWN IN DIAGRAM AND LISTED IN KEY (OR APPROVED EQUAL) TO BE PROVIDED BY CONTRACTOR UNLESS NOTED NOT FOR CONSTRUCTION DESIGNfi, 9973 VALLEY VIEW N RD. I EDEN PRAIRIE, MIN 55344 (952) 903-9299 WWW.DESIGNiEP.COM o THE 3/4'0 SEAL -TITS CONDUIT FOR ALARMING. FROM TRANSFER SWITCH TO ALARM BLOCK IN CABINET PROVIDE (2) ALARMS, 1 FOR POWER FAIL AND 1 FOR POWER SURGE. TOWERS LABEL BOTH ALARMS AT BOTH ENDS. DO NOT TERMINATE ALARMS AT ALARM BLOCK. L L C PROJECT ILC 0 US-WI-5591 PROVIDE REQUIRED NUMBER OF 20A EQUIPMENT/POWER LOC. CODE: 765125 SINGLE AND TWO POLE BREAKERS FOR CABINET CONNECTION TO LIGHTS, RECTIFIERS, ETC. SEE VERIZON EQUIPMENT CUT SHEETS W102 FOR REQUIRED CIRCUIT CONNECTIONS TO POWER CABINET. WHITEFISH TYPED LABELS BY LABEL MAKER ROUTE 3'0 SEAL-TITE CONDUIT LAKE REQUIRED AT BREAKER POSITIONS IN ILC FOR BRANCH CIRCUITS. PROVIDE DUCT SEAL AT ILC TO SEAL UP O ALL OPENINGS TO 2ND S O 14947 W WI-27/70 LIGHT FIXTURE 4 STONE LAKE, WI 54876 ELECTRICAL EQUIPMENT LIST & KEY KEY NOTE ALT. MANUFACTURER PART NUMBER MANUFACTURER DESCRIPTION (D - - - UTILITY CO. APPROVED 200A METER WITH MCB/DISCONNECT 02 GEN. ---------- W/0 GEN. AA3DDG-1PH-42-3R -- M3DDG-iPH-3RGC ASCOPOWERTECHNOLOGIES D300L SERIES, SINGLE PHASE, 200A POWER TRANSFER LOAD CENTER (PROVIDED BY VERIZON) -— — — — — — — — — — — — — -- -— — D300L SERIES, SINGLE PWSE, 200A POWER TRANSFER LOAD CENTER W/CAM-LOK (PROVIDED BY VERIZON) PUNCH DOWN ALARM TERMINAL BLOCK (LOCATED WITHIN EQUIPMENT) ® - E357 DAYTON LIGHT FIXTURE CONTROL & WEATHERPROOF CASING O5 - OLFL PE 14 BZ LTTHONIA OUTDOOR INTEGRATED LED FLOOD LIGHT FIXTURE - MOUNT PER STANDARD DETAILS 2 ONE -LINE ELECTRICAL DIAGRAM SCALE:NONE SHEET CONTENTS: METER UTILITY FRAME DETAIL ELECTRICAL ONE -LINE U'2 n� \ � a IL 9W PItOPOSEOTOWER: � DECIMAL DEGREES DEGREES MINUTES SECONDS LATITUDE: N04S.8533611'- \ LONGITUDE: W093A402694° Yy091'36'14.9r� facto _ _ -ElEV�71DN:13B153 v NO'!8'13'E 100.0011Q.56- \ UIANAREA-- - \ � � - <W, \\ �. \\ \ \ \ \ \ \ �\ \\ \ \ � \\ S i •ion. \` - � Q �, `.----+-Lii \ \..\ \\\\ \ \\.�\' '-�'' POI50NT .DD �`- -, 50.00 ---POWTA `-�_-- 0 5007V477 tx. - �.015.0 - 589.38'13'W 100.00It < if lus is �\ f' \ \ {f1 {• • \ I _ _ • _ ACCESS UTILITY _ _ytya ` \'\"ACCESS T Y �a, \ ) ill' /.�•I/lI%�IIa I \\ � \ \ \ \ If SOUTH LINE OF THE NEl/4 OF THE NEI/40FSEC. 23.- Ln�ln �11 In 1 -�^=-inIn fin- is' Ln AP WAY TAO i Ln'i ��`p\1�K �tG� STATE HIGHWAY NO. 279 TTP^ 11�1J ' �- OF WAY PER HIGHWAY MAP z_ \ S1t'4 _ - NO. 3276 AND MAP- - SURVEY NOTES 1. This survey was prepared utilizing Title Commitment No. VTB-146569-C by Fidelity National Title Insurance Company, bearing a commitment date of 02/01/2023, issuing agent: Tower Title, LLC -- 2. The bearing system for this survey is based on the WCCS Sawyer County coordinate system, NAD83 (1991 Adjust). The east line of the Northeast Quarter, Section 23, Township 39N, Range 9W is assumed > to bear South 00 degrees 16 minutes 07 seconds West. The originating monuments utilized to establish the horizontal position of this survey was the Northeast Corner and the East Quarter Corner of said section _ - 3. The vertical datum is based on NAVD88. The originating bench mark is DNO5121, referenced from the NGS Geodetic Database 4. All shown U.S public land survey monuments have been found and verified Monuments under the bituminous road are existent and verified from the ties but not completely excavated due to site .__ conditions. S. A Diggers Hotline (811) request was placed on 05/12/2023, under Ticket Number 20231927370 for utility locates on this site. The underground utility locations, shown hereon, if any, are based upon locates from those utility providers that actually performed a locate as a result of this request. Utility suppliers often do not respond to these requests but may provide ambiguous maps, plans, and drawings in lieu of physical location. The surveyor makes no guarantees that the underground utilities shown comprise all such ut fit es in the area, either in service or abandoned Utility information shown hereon, if any, is a Compilation of this map information and those visible utilities that were located b during the survey field work The surveyor further does not warrant that the underground utilities & shown hereon, if any, are in the exact location as indicated, although he does certify that they are located as accurately as possible from information available The surveyor has not physically located the underground utilities. Pursuant to WIS 182.0175 contact Diggers Hotline at (800-242-9511) prior to any excavation. 6. Subject property's address is unassigned, its property identification number is 57-026 2 39-09 23 101-000 OD0010. 7. The zonings RR-1 (Residential/Recreational) per the Sawyer County Map Viewer. S. The surveyed property has a Rood zone designation of Zone X as depicted by scaled map location and graphic plotting according to FEMA, FIRM Map Na dated 9141990. 550591102008 / / 9. The access and utility easement has access to the assumed right of way by use of State Trunk Highway No. 27 as shown hereon. - 10.The lease area and access and utility easement lie completely within the parcel as described in the title commitment. 11.Field work was completed on 04/28/2023. SUBJECT PROPERTY Description from title commitment: All that tract or parcel of land located in the County of Sawyer, Stgate of Wisconsin, being more particularly described as follows: The Northeast Quarter of the Northeast Quarter, Section 23, Township 39 North, Range 9 Wert, located in the Town of Sand Lake, Sawyer County, Wisconsin, Except lands conveyed to Swayer County for Highway Purposes by Document No. 901", The following notes correspond to the reference numbers listed in Schedule B, Section 2 of the title commitment. None listed. Document No. 90144 has not been provided to the surveyor. OBSERVED POSSIBLE ENCROACHMENTS The surveyor is not aware of any above ground visible encorachments to the access and utility easement and lease area. PROPOSED TOWER BASE \ Denmal Degrees Degrres-Minutes-Seconds LATITUDE: N045.8533611° NW 5112.10 LONGITUDE. WO91.4402694' W091. 26'24.97" GROUND ELEVATION: 1381.53 Feet (NAVD 88) LEGEND • FOUND MONUMENT BOUNDARY LINE ----- EASEMENT LINE SECTION CORNER RIGHT-OF-WAY LINE -' -' -' - SETBACK LINE AS NOTED - - UNDERLYING/ADJACENT LOT -G- RESTRICTED ACCESS FOUND RIGHT-OF-WAY ® . ...... ..._. TIE LINE k.. -A-A J TREE LINE MONUMENT _--- SECTION UNE CONCRETE CURB O SET MONUMENT (100.00) DEED DISTANCE ///// BUILDING LINE -I- WATERMAIN --------- BUILDING CANOPY *6 GATE VALVE/HYDRANT -F- SANITARY SEWER O BITUMINOUS SURFACE Qs SANITARY MANHOLE -P>- STORM SEWER CONCRETE SURFACE O CLEAN OUT - uE - UNDERGROUND ELECTRIC Q STORM MANHOLE - UT - UNDERGROUND TELEPHONE DECIDUOUSTREE I�® STORM CATCH BASIN - uo - UNDERGROUND GAS p FLARED END SECTION -a- OVERHEAD ELECTRICAL WIRE CONIFEROUS TREE [] TRANSFORMER -o- CHAIN LINK FENCE 999 9 Icy( LIGHT -v- WOOD FENCE x SPOT ELEVATION L�GUY ANCHOR WIRE FENCE - `Sb1- CONTOUR tl UTIUTY POLE - R - WET LAND 5'T �. GUARD POST RETAINING WALL �9BB 17 SOIL 800.1NG a SIGN aoomo BLOCK RETAINING WALL REGULAR PARKING 0 GAS METER o00."+o STONE RETAINING WALL O STALLT © GASMANHOLE -- - - POND/WATERLINE (D ELECTRIC MANHOLE • • • • • • • FEMA FLOOD ZONE LINETRAFFFICFIC TRAFFIC MARKERS 0 ELECTRIC METER m TELEPHONE PEDESTAL ® CABLE TV BOX © COMMUNICATIONS MANHOLE (t NORTH 0 30 60 SCALE IN FEET DESCRIPTION LEASE AREA: That part of the Northeast Quarter of the Northeast Quarter of Section 23, Township 39 North, Range 9 West, described as follows: Commencing at the northeast comer of said Section 23; thence South 00 degrees 16 minutes 07 seconds West, assumed bearing along the east line of said Northeast Quarter, a distance of 962 feet; thence South 89 degrees 38 minutes 13 seconds West, a distance of 80.56 feet to the point of beginning of the land to be described; thence South 00 degrees 21 minutes 47 seconds East, a distance of 1D0 00 feet to a point hereinafter known as Point "A"; thence South 89 degrees 38 minutes 13 seconds West, a distance of 50.00 feet to a point hereinafter known as Point "B", thence Continuing South 89 degrees 38 minutes 13 seconds West, a distance of 50.00 feet, thence North DO degrees 21 minutes 47 seconds West, a distance of 100.00 feet; thence North 89 degrees 38 minutes 13 seconds East, a distance of 1DO.00 feet to the point of beginning and there terminating. Containing 0.230 Acres or 10,000 Square Feet. ACCESS AND UTILITY EASEMENT: A 30 foot wide strip of land, located in the Northeast Quarter of the Northeast Quarter of Section 23, Township 39 North, Range 9 West, the centerline of which is described as follows: Commencing at the above described Pont "A"; thence South 00 degrees 21 minutes 47 seconds East, a d stance of 15.00 feet to the point of beginning of the centedine to be described; thence South 89 degrees 38 minutes 13 seconds West, a distance of 100.00 feet and said centerline there terminating. Together with a 30 foot wide strip of land, located in the Northeast Quarter of the Northeast Quarter of Section 23, Township 39 North, Range 9 West, the centerline of which is described as follows Beginning at the above described Point "B'; thence South 00 degrees 21 minutes 47 seconds East, a distance of 250.00 feet to the south line of said Northeast Quarter of the Northeast Quarter and there terminating. Subject to the State Trunk Highway No. 27 right of way. Containing 0.220 Acres or 9,600 Square Feet. VICINITY MAP CERTIFICATION I hereby certify to Vertical Bridge REM, I.I.C. a Delaware limited liability company, its subsidiaries, and their FF respective successors and/or assigns, Toronto Dominion (Texas) LLC, as Administrative Agent, for itself and WHITEFISH LAKE on behelf of the lenders parties from time to time to that certain Second Amended and Restated Loan the Agreement June 17, 2016 with Vertical Bridge Holdco, LLC, as borrower and Vertical Bridge Holdco be amended, restated, mod III or renewed, their successors and assigns w Parent, LLC, as parent, as may their interest may appear and Tower Title. HIGHWAY 2] YYS"UU1111111"", Dated this 2Dth day of September, 2023. �Y.SC ON$/,I, Sambatek, Inc. �`{t _ WRK R. SALO 5-3213213 NINNETONKA Mark R. Salo MN Wisconsin License No. 3213.8 msalo@sambatek.com sno/zoz3V DESIGNED BY CHECKED BY MS PROJECT NO. 51726 Sambantek www.sambatek.com Engineering I Surveying I Planning I Environmental LEASE AREA & ACCESS & UTILITY EASEMENT SURVEY MAP I SHEET VERTICAL BRIDGE VBTS, LLC 1 VERIZON TOWER SITES: WHITEFISH LAKE (US-WI-5591) OF 1 HAM LAKE LANE SAND LAKE, SAWYER COUNTY, WISCONSIN REV. A