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Home My WebLink About006-339-24-2401-LUP-2024-472REGIONAL MAP N T-S �0 I—ftm— 1 Lb Zt. - SITE P4 LOCATION Park Falls ■ verizon% 1701 GOLF ROAD, TOWER 2, SUITE 400 ROLLING MEADOWS, ILLINOIS 60008 PHONE: (847) 619-5397 FAX: (847) 706-7415 MDG LOCATION NUMBER: 5000898289 SITE NAME: W12 NFORK RSW 404W STATE HWY 70 c"'•r ijf r, 4N MEMO[ PARK FALLS, WI 54552 "Call 3 Work Days Before You Dig! mLM rtic pn AM ANA 1A14I u lIn OTHER UT UTIES NOT INCLUDED IN DIGGERS HOTLINE AND LOLL UTILITY DISTRICTS AND COMPANIES SHALL ALSO BE NOTIFIED PROJECT TYPE OCCUPANCY ' SITE ADDRESS LATITUDE: LONGITUDE: TOWER OWNER: I I APPLICANT: I PROJECT INFORMATION PROPOSED ANTENNA MODIFICATION ON AN EXISTING WIRELESS SITE UNINHABITED 404W STATE HWY 70 PARK FALLS, WI 54552 45" 50' 52.03" N (APPROXIMATE) 90" 41' 32,23" W (APPROXIMATE) TOWERNORTH DEVELOPMENT, LLC 750 W CENTER STREET, SUITE 301 W BRIDGEWATER. MA 02379 VERIZON WIRELESS 1701 GOLF ROAD, TOWER 2, SUITE 400 ROLLING MEADOWS, IL 60008 I REAL ESTATE MANAGER: , OCTAVIO HERRERA (847) 6194142 1 SHEETINDEX SHEET DESCRIPTION T-1 TITLE SHEET C-1 SITE LAYOUT ANT-1 SITE ELEVATION ANT-2 ANTENNA AND ICE BRIDGE DETAILS E-1 GROUNDING DETAIL SPA GENERALNOTES SP-2 GENERAL NOTES � m 0 N 0 F � ma's O�0Wo ( LLrnO�" :2 c'wwm ��w� 0 Z 0 �< ¢ ~ :J O CC I 3S — c� Hou W o�� Y o 4.4 I 50000898289 MDG # WI2 NKORK RSW 404W STATE HWY 70 REVISION PARK FALLS, WI 5455; DRAWN BY AC CHECKED BY PF DATE 07/12/21 PROJECT# 194-16E SHEET TITLE TITLE SHEET SHEET NUMBER T-1 FULL SCALE: 22"x34" I HALF SCALE: 11"x17" ` - EXISTING 100' X 100' 1 TOWER DEVELOPMENT p I LEASE AREA I h PROPOSED (1) OMT @ 210' H / (121"x2.87"x9.69",11.0LB,) I PROPOSED (1) RFS HBF058-6CS2S2 HYBRIFLEX RRH HYBRID 2X2 CABLE PROPOSED (2) UBT-S ODUTO'S @210' / LB) ROUTED ON ICE BRIDGE TO A.G.L. / ff TOWER PROPOSED LESSEE MICROWAVE 0 B 10 20' ANTENNA AND MICROWAVE RADIOS 22"� 34" PRINT ISTHE FULL SCALE TO BE INSTALLED ON EXISTING SELF FORMAT ANYSIZEOTHERTHAN SUPPORT TOWER. SEE ANT-1 & ANT-2 I THAT IS AT REDUCEDSCALE EXISTING 280' HIGH SELF-SUPPORT TOWER 1 ` ) EXISTING LESSEE J / ICE BRIDGE J / � EXISTING 30' X 12' LESSEE LEASE AREA EXISTING f (GRAVEL • EXISTING LESSEE COMPOUND N\ JJCONCRETE PAD NTH I EQUIPMENT CABINETS \ \ >r / ' v / J✓ I I \ J I J / EXISTING /• \\ \\ ( GRAVEL GCCESS DRIVE / \\ EXISTING / � ✓/ UTILITY H-FRAMES / EXISTING 75' X 75' CHAIN -LINK FENCE COMPOUND >UBLE EXISTING DSWING GATE THIS SITE PLAN WAS BASED OFF ON SITE LAYOUT INFORMATION PROVIDED BY THE CLIENT. NO SITE VISIT WAS PERFORMED PRIOR TO THIS PROJECT m _ o 0 omrn� LLNO�r - ownC7�'w W 4 0 zx �Oz0LL 0a 50000898289 MDG # W12 NKORK RSW 404W STATE HWY 70 PARK FALLS, WI 54552 DRAWN BY AC CHECKEDBY PP DATE 07/1224 PROJECT #: 194-168 I SHEET TITLE SITE LAYOUT SHEET NUMBER C-1 NOTE: THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY PLEASE REFER TO STRUCTURAL ANALYSIS PROVIDED BY OTHERS. 4� d o +I N Q WOf N 7 D 3 /r O ~l ~ LL 0 O 1-a 1:O O O w r = W J 0 J Z F W O o EXISTING N .� EXISTING _ LIGHTING ROD MICROWAVE CONFIGURATION DISH MFR DISH MODEL# OTY AZIMUTH CENTER CABLE CABLE (DEG) LINE MODEL CITY RFS ABF05B - COMMSCOPE USX8-6W 1 97.90" 210' 6CS2S2 HYBRIFLEX 1 RRH HYBRID EXISTING LESSEE ANTENNAS AND ANCILLARY EQUIPMENT PROPOSED (1) OMT @ 210' (12. 1" x 2.87" x 9.69", 11.0 LB.) PROPOSED (1) USX8-6W MW ANTENNA @ 210' A.G.L. (95.1" 0 x 51.1", 432.10 LB) PROPOSED (2) NOKIA WAVENCE UBTS W/AIM-S ACM MW RADIO @ 210' A.G.L. (EA. 105'X &8" X 5.0" 11.9113) EXISTING SELF-SUPPORT TOWER R PROPOSED(1)RFSBRID 2X2 CABL - HYBRIFLEX RRH HYBRID 2X2 CABLE (45 LB) ROUTED ON ICE BRIDGE TO TOWER r1 SOUTHWEST ELEVATION SCALE: 1/16" = T-0" t EXISTING LESSEE EQUIPMENT SHELTER EXISTING CHAIN -LINK I FENCE (PARTIALLY SHOWN FOR CLARITY) 50000898289 MDG # W12 NKORK RSW 404W STATE HWY 70 PARK FALLS, WI 54552 DRAWN BY AC CHECKED BY PP DATE: 07/12/24 PROJECT# 184-168 SHEET TITLE SITE ELEVATION SHEET NUMBER ANTml FULL SCALE PRINT IS ON 22"x34" MEDIA HALF SCALE PRINT IS ON 11"07" MEDIA USX8-6W Antenna Dimensions and Mounting Information USX8 Dimensions In Inches (mm) -I Antenna sue. III A B C t D1 02 E F G rmr B + 95.1 6.0 22.5 14.1 V4, r 51.1 ' 12.1 10.3 [7 6 L(2416), (203) (572) (357) (MI _(1298), (306) _ (262) MICROWAVE SPECIFICATIONS N.T.S PROPOSED MICROWAVE ANTENNA TO BE MOUNTED TO TOWER PER MANUFACTURER'S SPECIFICATIONS AND PER STRUCTURAL ANALYSIS UNIVERSAL LEG PIPE MOUNT 2 ANTENNA MOUNTING DETAIL N.T.S. GALV. STL, GRIP STRUT- 24" MIN. 12 GA CHANNEL W/ 1/2" 0 BOLTS TO SUPPORT BRACKET ASTM A325 GALV STEEL:-- 1/2 " 0 x6" LONG (FULL THREAD W/ WASHER AND LOCK WASHER BOTH SIDES) INSTALLED BELOW THE ICE BRIDGE IN 5/8" 0 HOLE DRILLED IN SUPPORT PIPE (COLD GALV. DRILLED HOLE} 3-1/2" O.D. SCH.' 40 GALVANIZED STEEL PIPE �+1 ROHN VY WAVEGUIDE BRIDGE (GRIP STRUT) OR APPROVED EQUAL CUT TO FIT GALVANIZED STEEL'SNAP-IN' BARS 3'-0" O.C. SUSPENDED WITH 3/8" 0 GALVANIZED ALL THREAD ROD. EXTEND AS NEEDED FOR CABLE HANGER REQUIREMENTS, SEE TABLE NOTES: 1. ICE BRIDGE POST SHOULD BE STAGGERED ON EITHER SIDE OF ICE BRIDGE FOR EXTRA STABILITY 2. ANY SPLICES OR CANTILEVERED SECTIONS OF THE ICE BRIDGE SHALL BE LOCATED WITHIN 2'-0" OF A SUPPORT POST. NOMINAL CABLE TYPE CABLE WAVE CABLE CABLE SIZE NUMBER HANGER TYPE NUMBER 1 - 5/B.. 810920-001 915594 915594 1 -1/4" 810916-001 920989-004-BOLTAN 7/6" 810921-001 915660 VFRGIN SOIL OR COMPACTED BACKFILL WITH A MINIMUM BEARING CAPACITY OF 2,000 PSF. TYP. I WO CONCRETE PIER. (4) #4 GR. 60 REBAR W/12" 0 CIRCLE TIES AT 12'. O.0 CONCRETE TO BE 4000 PSI @ 28 DAYS W/6% (±1%) ENTRAINED AIR ICE BRIDGE DETAIL NTS 7 m I O m O^1 N � N0_ Ls u�O^� WCm ■ONQm� O W v LL� O'._ �$ZO< �Oo O Ell �� W IB Y U - m a a S $ CO) O p w 5 a w LL 0_ a o rc U 0 n LL u W � O i i o 50000898289 MDG # WI2 NKORK RSW 404W STATE HWY 70 PARK FALLS, WI 54552 DRAWN BY: AC CHECKED BY: PP DATE: 0711224 PROJECT # 194-168 SHEET TITLE ANTENNA & ICE BRIDGE DETAILS SHEETNUMBER ANT=2 ANTENNA SECTOR "1" ANTENNA SECTOR "2" ANTENNA SECTOR "3" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ANTENNA ANTENNA PIPE ANTENNA ANTENNA PIPE ANTENNA ANTENNA PIPE COAX GRND SUPPORTS COAX GRND SUPPORTS COAX GRND SUPPORTS KIT CABLE KIT CABLE KIT CABLE till-! EX. #2 GND f_ I I { I I l EXISTING SECTOR GROUND BAR BOLTED CONNECTION — DIRECT TO TOWER STEEL TOPOFTOWER PROPOSED PROPOSED MICROWAVE CABLE DISH & MOUNT GRND KIT PROPOSED #2 GND TOP OF TOWER GROUNDING SCHEMATIC SECTORS 1, 2, & 3 & GPS EXIMNG #2 GND. _ EX_IS_TIN_G_G_R_O_UND_R_ING__ LEADS TO TOWER EX. ANTENNA ��\ STEEL COAX GND. KIT CABLE � �- -� EXISTING FENCE CORNERS EXISTING EXISTING EXISTING EXISTING j 92 GND, E7fI5TING GNI3. I I CABINET CABINET CABINET I EXISTING TELCO H-FRAME #2 I *� ' +� EXISTING AC SERVICE EX. TOWER I EXISTING MASTER ELECTRODE TOWER I j GROUND BAR AT HOTTDM GND. BAR 11 I \ I EQUIPMENT SHELTER � #2 GND- ti rr EXISTING #2 GND. EXISTING #2 GND. SOLID TINNED BURRIED RING I EXISTING #2 GND EXISTING TOWER GROUND EXISTING EXISTING RING ICE BRIDGE/ GPS H-FRAME ANTENNA POSTS GRADE LEVEL GROUNDING SCHEMATIC 0 GROUNDING SCHEMATICS N.T.S. g a r W 11 50000898289 MDG # W12 NKORK RSW 404W STATE HWY 70 PARK FALLS, WI 54552 DRAWN BY: AC CHECKED BY: PP DATE: 07112/24 PROJECT #. 184-166 SHEET TITLE GROUNDING DETAIL SHEET NUMBER E-1 GENERAL THE CONSTRUCTION DOCUMENT DRAWINGS ARE INTERRELATED WHEN PERFORMING THE WORK, EACH CONTRACTOR MUST REFER TO ALL DRAWINGS COORDINATION 15 THL RESPONSIBILITI' OF THE GENERAL CONTRACTOR PIV1510N is I;L_NLHAL RCQUIRMENT� SkC.Tl0 _giZr)Q - EROJECT r: USE(1U PART I - GENERA_I A OBTAIN AND SUBMIT RELEASES ENABLING THE OWNER UNRESTRICTED USE OF THE WORK AND ACCESS TO SERVICES AND UTILITIES' INCLUDE OCCUPANCY PERMITS, OPERATING CERTIFICATES AND SIMILAR RELEASES. B. SUBMIT RECORD DRAWINGS, DAMAGE OR SETTLEMENT SURVEY, PROPERTY SURVEY, AND SIMILAR FINAL RECORD INFORMATION C COMPLETE FINAL CLAN UP REQUIREMENTS, INCLUDING TOUCH-UP PAINTING. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES - I clt PAttT.2 P NA]`_ ATi(iT� 1 COMPLETE THE FOLLOWING CLEA NING OPERATIONS BEFORE REQUESTING INSPECTION FOR CERTIFICATION OF COMPLETION. N A. CLAN THE PROJECT SITE, YARD AND GROUNDS, IN AREAS DISTURBED BY CONSTRUCTION ACTIVITIES, INCLUDING LANDSCAPE DEVELOPMENT AREAS, OF RUBBISH, WASTE MATERIALS, LITTER AND FOREIGN SUBSTANCES SWEEP PAVED AREAS BROOM CLEAN, REMOVE PETRO-CHEMICAL SPILLS, STAINS AND OTHER FOREIGN DEPOSITS RAKE GROUNDS THAT ARE NEITHER PANTED NOR PAVED, TO A SMOOTH EVEN -TEXTURED SURFACE B REMOVE TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY AND SURPLUS MATERIAL FROM THE SITE. C REMOVE SNOW AND ICE TO PROVIDE SAFE ACCESS TO THE SITE AND EQUIPMENT ENCLOSURE. D CLAN EXPOSED EXTERIOR AND INTERIOR HARD -SURFACED FINISHES TO A DIRT - FREE CONDITION, FREE OF STAINS, FILMS AND SIMILAR FOREIGN SUBSTANCES. AVOID DISTURBING NATURAL WEATHERING OF EXTERIOR SURFACES E. REMOVE DEBRIS FROM LIMITED ACCESS SPACES, INCLUDING ROOFS, EQUIPMENT ENCLOSURE, MANHOLES, AND SIMILAR SPACES. F. REMOVE LABELS THAT ARE NOT PERMANENT LABELS. G. TOUCH-UP AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES AND SURFACES. REPLACE FINISHES AND SURFACES THAT CAN NOT BE SATISFACTORILY REPAIRED OR RESTORED, OR THAT SHOW EVIDENCE OF REPAIR OR RESTORATION DO NOT PAINT OVER "UL" AND SIMILAR LABELS, INCLUDING ELECTRICAL NAME PLATES- H. LEAVE THE PROJECT CLAN AND READY FOR OCCUPANCY. I. DUST -OFF ALL EQUIPMENT, INCLUDING BATTERY PACKS, WITHIN EQUIPMENT ENCLOSURE J WASH AND WAX FLOOR WITHIN EQUIPMENT ENCLOSURE. 2. REMOVAL OF PROTECTION: REMOVE TEMPORARY PROTECTION AND FACILITIES INSTALLED DURING CONSTRUCTION TO PROTECT PREVIOUSLY COMPLETED INSTALLATIONS DURING THE REMAINDER OF THE CONSTRUCTION PERIOD, DIVISION 2: SITE WORK .SkT:. Tr17Al _{1a7D0 - EARTHVIL]RK AND DRAINAGE PART I - GENERAL 1. WORK INCLUDED: SEE SITE PLAN 2, DESCRIPTIONS ACCESS DRIVE W/ TURNAROUND AREA, LASE AREA, AND IF APPLICABLE UNDERGROUND UTILITY EASEMENTS ARE TO BE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS, 3. QUALITY ASSURANCE A APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS (AS NEEDED). B APPLY AND MAINTAIN GRASS SEED AS RECOMMENDED BY THE SEED PRODUCER (IF REQUIRED). C PLACE AND MAINTAIN VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT, AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS 4. SEQUENCING A CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TO ANY CONSTRUCTION. B. COMPLETELY GRUB THE ACCESS DRIVE W/ TURNAROUND, UNDERGROUND UTILITY EASEMENTS, (IF APPLICABLE) AND LASE AREA PRIOR TO FOUNDATION CONSTRUCTION, PLACEMENT OF BACKFILL AND SUB -BASE MATERIAL C. CONSTRUCT TEMPORARY CONSTRUCTION AREA ALONG ACCESS DRIVE. D BRING THE LEASE AREA AND ACCESS DRIVE W/ TURNAROUND TO BASE COURSE ELEVATION PRIOR TO INSTALLING FOUNDATION, E APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS. F. GRADE, SEED, FERRLI?T. AND MULCH ALL ANFAS 0 6TlRi8ED BY pr1N67ROWTION ETIURY EA8�M)lNbMll'l AFTER SWUNG LEASEUDING AR A ANDACCESSD ❑ UNDERGROUND DDRLVE W/ TURNAROUND RAM COURSE ELEVATION, WATER TO ENSURE GROWTH, G. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE TO AN AUTHORIZED AREA OR AS DIRECTED BY PROJECT MANAGER, H AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZER TO STONE SURFACES. 5 SUBMITTALS A BEFORE CONSTRUCTION IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, SUBMIT TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD, IF A LANDSCAPE ALLOWANCE WAS INCLUDED IN THE CONTRACT, PROVIDE AN ITEMIZED LISTING OF PROPOSED COSTS ON NURSERY LETTERHEAD (REFER TO PLANS FOR LANDSCAPING REQUIREMENTS). B AFTER CONSTRUCTION 1 MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON SOIL STERILIZED. 2 MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEED AND FERTILIZER 3 LANDSCAPING WARRANTY STATEMENT. 6 WARRANTY A IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPAIR ALL DAMAGE AND RESTORE AREA AS CLOSE TO ORIGINAL CONDITION AS POSSIBLE AT SITE AND SURROUNDINGS, B SOIL STERILIZATION APPLICATION TO GUARANTEE VEGETATION FREE ROAD AND SITE AREAS FOR ONE YEAR FROM DATE OF FINAL INSPECTION. G DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO FINAL INSPECTION, D LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. PAP - P OR DVG15 1 MATERIALS A SOIL STERILIZER SHALL BE EPA -REGISTERED, PRE -EMERGENCE LIQUID: TOTAL KILL PHASAR CORPORATION PRODUCT 910 P 0 BOX 5123 EPA 10292-7 DEARBORN, MI 48128 (313) 563-8000 AMPUSII HERBICIDE FRAMAR INDUSTRIAL PRODUCTS EPA REGISTERED 1435 MORRIS AVE. UNION, NJ 07093 (800) 526-4924 B ROAD AND SITE MATERIALS SHALL CONFORM TO IDOT SPECIFICATIONS FILL MATERIAL (UNLESS OTHERWISE NOTED) - ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF HIGHWAY AND TRANSPORTATION STANDARD SPECIFICATIONS. C SOIL STABILIZER FABRIC SHALL BE MIRAFI - 50OX. PART 9 - 1SXECUI'bN 1 INSPECTIONS LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, UNLESS OTHERWISE SPECIFIED BY JURISDICTION, 2. PREPARATION TREES, BRUSH AND DEBRIS FROM LASE AREA, ACCESS DRIVE W A CLEAR REE / TURN- AROUND AND UNDER GROUND UTILITY EASEMENTS AS REQUIRED FOR CONSTRUCTION 9. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION, GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX INCHES (6`) BELOW GRADE C UNLESS OTHERWISE INSTRUCTED BY LESSEE, TRANSPORT ALL REMOVED TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL D PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL E WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL 3. INSTALLATION A GRADE OR FILL THE LEASE AREA AND ACCESS DRIVE W/ TURNAROUND AS REQUIRED IN ORDER THAT UPON DISTRIBUTION OF SPOILS, RESULTING FROM EXCAVATIONS, THE RESULTING GRADE WILL CORRESPOND WITH SAID SUB -BASE COURSE, ELEVATIONS ARE TO BE CALCULATED FROM BENCHMARK, FINISHED GRADES, OR INDICATED SLOPES. B CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF PROJECT AREA UNLESS AUTHORIZED BY PROJECT MANAGER AND AGREED TO BY LANDOWNER. C. BRING THE ACCESS DRIVE W/ TURNAROUND TO BASE COURSE ELEVATION TO FACILITATE CONSTRUCTION AND OBSERVATION DURING CONSTRUCTION OF THE SITE. D. AVOID CRATING DEPRESSIONS WHERE WATER MAY POND. E. THE CONTRACT SHALL INCLUDE GRADING, BANKING, AND DITCHING, UNLESS OTHERWISE INDICATED, F, WHEN IMPROVING AN EXISTING ACCESS DRIVE, GRADE THE EXISTING DRIVE TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE G PLACE FILL OR STONE IN SIX INCH (6") MAXIMUM UFTS, AND COMPACT BEFORE PLACING NEXT LIFT, H. BEYOND HE ONE FOOT (1') SITE FENCE (UNLESS 0 HERWISE NOTED) AND SHALL COVER THE AREA AS INDICATED, I, APPLY RIPRAP TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, PARKING AREAS, AND ALL OTHER SLOPES GREATER THAN 2:1. J APPLY RIPRAP TO THE SIDES OF DITCHES OR DRAINAGE SWALES. C RIPRAP ENTIRE DITCH FOR SIX FEET (6') IN ALL DIRECTIONS AT CULVERT OPENINGS, L. APPLY SEED, FERTILIZER, AND STRAW COVER TO ALL OTHER DISTURBED AREAS, DITCHES, AND DRAINAGE SWALES, NOT OTHERWISE RIPRAPPED. M UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, OR CULVERTS BE PLACED SO THAT THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SHELTER OR EQUIPMENT. IF DESIGNS OR ELEVATIONS ARE IN CONFLICT WITH THIS, ADVISE CONSTRUCTION MANAGER IMMEDIATELY. N. IN DITCHES WITH SLOPES GREATER THAN 10%, MOUND DIVERSIONARY HEADWALLS IN THE DITCH AT CULVERT ENTRANCES, POSITION THE HEADWALL AT AN ANGLE NO GREATER THAT 60- OFF THE DITCH LINE RIPRAP THE UPSTREAM SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR SIX FEET (6') ABOVE THE CULVERT ENTRANCE, 0. APPLY SEED AND FERTILIZER TO SURFACE QONDITIONS WHICH WILL ENCOURAGE ROOTING RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND LOOSEN THE SOIL P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER Q, ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS, BY WATERING, UP TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK THE BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED, 4. FIELD QUALITY CONTROL COMPACT SOILS TO MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE. INDICATE PERCENTAGE OF COMPACTION ACHIEVED ON AS -BUILT DRAWINGS 5. PROTECTION A PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET WILL BE AN ACCEPTABLE ALTERNATE B ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE, AND SECURED TO 2" X 2" X 4'-0" WOODEN STAKES EXTENDING TWO -FEET INTO THE GROUND ON FOUR SIDES OF THE TREE C PROTECT ALL EXPOSED AREAS AGAINST WASHOUTS AND SOIL EROSION. PLACE STRAW BALES AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. WHERE THE SITE OR ROAD AREAS HAVE BEEN ELEVATED IMMEDIATELY ADJACENT TO THE RAIL LINE, STAKE EROSION CONTROL FABRIC FULL LENGTH IN THE SWALE TO PREVENT CONTAMINATION OF THE RAIL BALLAST. ALL EROSION CONTROL METHODS SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, SEMN 029M - FENCING -Argo GATES) PART I - GENERAL 1. WORK INCLUDED SEE PLAN FOR SITE AND LOCATION OF FENCE AND GATE(S). 2, QUALIFY ASSURANCE ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THIS SPECIFICATION WILL BE GALVANIZED OR STAINLESS STEEL WEIGHT OF ZINC COATING ON THE FABRIC SHALL NOT BE LESS THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS SHALL BE HOT -DIPPED IN GRADE 'E' ZINC, 18 OUNCES PER SQUARE FOOT. 3. SEQUENCING IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION (PRIOR TO THE FENCE CONSTRUCTION), FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE 4 SUBMITTALS A MANUFACTURER'S DESCRIPTIVE LITERATURE B CERTIFICATE OR STATEMENT OF COMPLIANCE WITH THE SPECIFICATIONS PART 2.- PIiODii 1. FENCE MATERIAL A ALL FABRIC WIRE, RAILS, HARDWARE, AND OTHER STEEL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B, FABRIC SHALL BE SEVEN -FOOT (7') HIGH OR TO MATCH EXISTING FENCE TWO-INCH CHAIN LINK MESH OF NO. 9 GAUGE ( 0.148`) WIRE. THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP SELVAGES. FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS 1 C. BARBED WIRE SHALL BE DOUBLE -STRAND, 12-1/2 GAUGE TWISTED WIRE, WITH 14-GAUGE, 4-POINT ROUND BARBS SPACED ON FIVE -INCH CENTERS D ALL POSTS SHALL BE SCHEDULE - 40 MECHANICAL SERVICE PIPE AND SHALL BE TYPE 1 ASTM A-128 AND OF THE FOLLOWING DIAMETER LIR2 1.1 411 2 B ' CORN R Ylar 4Q} II ' OQD slri r MULE 40 s +I7 a.Q). E GATE POSTS SHALL BE EXTENDED 12 INCHES, INCLUDING DOME CAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. F. ALL TOP AND BRACE RAILS SHALL BE lI DIAMETER SCHEDULE - 40 MECHANICAL -SERVICE PIPE. & GATE FRAMES AND BRACES SHALL BE 1 90 INCH DIAMETER SCHEDULE 40 MECHANICAL -SERVICE PIPE FRAMES SHALL HAVE WELDED CORNERS FL GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL BRACE, AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CAMPS L GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409. 188-DEGREE ATTACHMENT J. THE GUIDE (LATCH ASSEMBLY) SHALL BE HEAVY INDUSTRIAL DOUBLE GATE LATCH. SEE DETAIL K. LATCHES AND STOPS SHALL BE PROVIDED FOR ALL GATES. L PLUNGER ROD COMPLETE WITH RECEPTOR TO BE PROVIDED AT THE INACTIVE LEAF OF ALL DOUBLE GATE INSTALLATIONS M. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATE LEAF IN THE OPEN POSITION N, A ND. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CUPS AT CORNER AND GATE POSTS 0. A SIX-INCH BY 1/2-INCH DIAMETER EYEBOLT TO HOLD TENSION WIRE SHALL BE PLACED AT LINE POSTS, P. STRETCHER BARS SHALL BE 3/16-INCH BY 3/4-INCH OR HAVE EQUIVALENT CROSS -SECTIONAL AREA Q, ALL CORNER GATE AND PANELS SHALL HAVE A 3/EL-INCH TRUSS ROD WITH TURNBUCKLES R. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND BARBED WIRE SUPPORTING ARM, GATE POSTS SHALL HAVE A DOME CAP. S OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO TIE CLIPS, BAND CLIPS AND TENSION BAND CLIPS, T. BARBED WIRE GATE GUARDS SHALL BE FIRED WITH DOME CAPS - Ill BARBED WIRE SUPPORT ARMS SHALL BE PRESSED STEEL COMPLETE WITH SET BOLT AND LOCK WIRE IN THE ARM. V ALL CAPS SHALL BE MALLEABLE IRON, DOME OR ACORN SHAPED AS REQUIRED BY PIPE SIZE W, WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED, 24-INCH DIAMETERS COIL BARBED TAPE, STAINLESS STEEL, CYCLONE FENCE MODEL G8P TO TYPE IN SHALL BE FURNISHED, IT SHALL BE SUPPORTED ABOVE THE TOP RAIL BY USE OF SIX(6) WIRE BARBED WIRE ARMS POSITIONED ATOP EACH LINE/CORNER POST, PART_AG# 1. INSPECTION TO CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS ALL POST HOLES WILL BE EXCAVATED AS PER CONSTRUCTION DOCUMENTS 2, INSTALLATION A, FOUNDATIONS SHALL HAVE A MINIMUM SIX INCH (6") CONCRETE COVER UNDER POST B ALL FENCE POSTS SHALL BE VERTICALLY PLUMB ; ONE QUARTER INCH (1/47 C. AT CORNER POSTS, GATE POSTS, AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION BAND -CUPS AT FIFTEEN(15) INCH INTERVALS. D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND -CLIPS AT FIFTEEN INCH (15`) INTERVALS, E. FABRIC SHALL BE ATTACHED TO BRACE RAILS, TENSION WIRE AND TRUSS RODS WITH TIE -CLIPS AT TWO FOOT (2') INTERVALS F. A MAXIMUM GAP OF ONE INCH WILL BE PERMITTED BETWEEN TIE CHAIN LINE FABRIC AND THE FINAL GRADE G. GATE SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BOTH SIDES H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED OR WELDED TO PREVENT UNAUTHORIZED REMOVAL 1, CONCRETE TO BE A MINIMUM OF 4,0D0 PSI AT 7 DAYS CEMENT SHALL EXCEED ASTM C150, TYPE IIIA 3. PROTECTION UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH ZINC -BASED PAINT, COLOR TO MATCH THE GALVANIZED METAL APPLICABLE STANDARDS ASTM-A120 SPECIFICATION FOR PIPE STEEL BLACK AND HOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS, FOR ORDINARY USES ASrM-Al23 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM-A153 STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE. ASTM-A392 SPECIFICATION FOR ZINC -COATED STEEL CHAIN LINK FENCE FABRIC ASTM-A491 SPECIFICATION FOR ALUMINUM -COATED STEEL CHAIN LINK FENCE FABRIC ASTM-A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED) BY THE HOT -DIPPED PROCESS ASTM-A570 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP STRUCTURAL DUALITY AS1M-A535 SPECIFICATION FOR ALUMINUM COATED STEEL BARBED WIRE FEDERAL SPECIFICATION RR-F-191- FENCING, WIRE AND FOST METAL (AND GAIES, CHAIN LINK FENCE FABRIC, AND ACCESSORIES) DIVISION 3: CONCRETE SECTIF n9= - BASIC CONCREM M6ARMLS AND 80 PART 1 -GENERAL 1 WORK INCLUDED FORMWORK, REINFORCEMENT, ACCESSORIES, CAST -IN -PLACE CONCRETE, FINISHING. AND CURING 2 INSPECTIONS A CONTRACTOR IS RESPONSIBLE FOR SCHEDULING BUILDING DEPARTMENT INSPECTIONS N REQUIRED FOR HIS SCOPE OF WORK B ALL REINFORCING STEEL SHALL BE INSPECTED AND APPROVED BY THE LESSEE'S CONSTRUCTION MANAGER PRIOR TO PLACEMENT OF CONCRETE C THE LESSEE'S CONSTRUCTION MANAGER SHALL BE NOTIFIED NO LESS THAN 46 HOURS IN ADVANCE OF CONCRETE POURS. QUALITY ASSURANCE 3 A CONSTRUCT AND ERECT CONCRETE FORMWORK IN ACCORDANCE WITH ACI 301 AND ACI 318. B. PERFORM CONCRETE REINFORCING WORK IN ACCORDANCE WITH ACI 301. ACI 318. AND ASTM A184 C. PERFORM CAST -IN -PACE CONCRETE WORK IN ACCORDANCE WITH ACI 301. ACI 318, AND ACI 117-90. D. OPEN FOUNDATION TRENCHES SHALL BE INSPECTED BY MIES PRIOR TO CONCRETE INSTALLATION, 4 SUBMITTALS WEmIT 1=1REFL MIX AND RIEN%IN IppWING STEEL SHOP DRAWINGS EDR APPROVAL BY LE55EE CON?ZPifCTIOk T,µRAOER/ENOINEER. THE SHOP INFORMATIONH 511EF.T5 "M O (Z) BLUELINE WAWINtS(FOR9BRI'TRC NIG STEEL. PART E - PROUOLiR 1 REINFORCEMENT MATERIALS A REINFORCEMENT STEEL, ASTM A615, 60 ksi YIELD GRADE, DEFORMED BILLET STEEL BARS, PWN FINISH R WELDED STEEL WIRE FABRIC ASTM A185 PLAIN TYPE, IN FLAT SHEETS. PLAIN FINISH G CHAIRS BOLSTERS, BAR SUPPORTS, SPACERS SIZED AND SHAPED FOR SUPPO(ZR OF REINFORCING. D. FABRICATE CONCRETE REINFORCING IN ACCORDANCE WITH ACI 315. ACI 310, ASTM A184 2 CONCRETE MATERIALS A CEMENT: ASTM C150, PORTIAND TYPE B FINE AND COURSE AGGREGATES: ASTM C33 - MAXIMUM SIZE OF CONCRETE A6CASL'ATE SHALL NOT EXCEED ; ONE INCH (1 SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED OR ONE-THIRD 1/3) CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING C WATER: CLAN AND NOT DETRIMENTAL TO CONCRETE D AIR ENTRAINING ADMIXTURE: ASTM C260 E BONDING AGENT: LATEX EMULSION FOR BONDING NEW TO OLD CONCRETE AS MANUFACTURED BY DAYTON SUPERIOR. F NON -SHRINK GROUT: PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE CEMENT, WATER REDUCING AND PLASTICISING AGENTS 3, CONCRETE MIX A CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE ACT REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE B MIX AND DELIVER CONCRETE IN ACCORDANCE WITH ASTM C94, ALT. 3 C PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN DURABLE CONCRETE FOR LOCAL ANTICIPATED AGGRESSIVE ACTIONS THE DURABIUTY REQUIREMENTS OF ACI 31B CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE PROVIDE CONCRETE AS FOLLOWS: 1. COMPRESSIVE STRENGTH: 4000 psi AT 7 DAYS SEE SHEET S-1 FOR CAISSON CONCRETE COMPRESSIVE STRENGTH 2. SLUMP: 3 INCHES P1RT 3 - >l1H' CU7Rffl 1 INSERTS, EMBEDDED COMPONENTS AND OPENINGS A THE CONTRACTOR SHALL COORDINATE AND CROSS-CHECK ARCHITECTURAL, BUILDING & ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS, HANGERS, AND OTHER ITEMS RELATED TO CONCRETE WORK AND SHALL ASSUME FULL RESPONSIBILITY FOR THE PROPER LOCATION BEFORE PACING CONCRETE B. PROVIDE FORMED OPENINGS WHERE REQUIRED FOR WORK TO BE EMBEDDED IN AND PASSING THROUGH CONCRETE MEMBERS G COORDINATE WORK OF OTHER SECTIONS IN FORMING AND SETTING OPENING, SLOTS, RECESSES, CHASES, SLEEVES, BOLTS, ANCHORS, AND OTHER INSERTS. D. INSTALL CONCRETE ACCESSORIES STRAIGHT, LEVEL AND PLUMB 2. REINFORCEMENT PLACEMENT A. PLACE REINFORCEMENT, SUPPORTED AND SECURED AGAINST DISPLACEMENT, B. ENSURE REINFORCING IS CLEAN, FREE OF LOOSE SCALE, DIRT, OR OTHER FOREIGN COATINGS G WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENT& D MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE THREE INCHES (3") UNLESS OTHERWISE NOTED. E. CONCRETE COVER FROM TOP OF FOUNDATION TO ENDS OF VERTICAL REINFORCEMENT SHALL NOT EXCEED THREE INCHES (37 NOR BE LESS THAN TWO INCHES (2"). 3. PLACING CONCRETE A VIBRATE ALL CONCRETE B. ALL CONCRETE WORK SHALL ADHERE TO THE LATEST ACA STANDARDS FOR WINTER POURING AND CURING PROCEDURES IF SEASONAL CONDITIONS APPLY 4, CURING A AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING B. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE, 5. PROVIDE HAND RUBBED SMOOTH FINISH TO ALL EXPOSED VERTICAL FORMED CONCRETE SURFACES 6. FIELD QUALITY CONTROL A SUBMIT THREE (3) CONCRETE TEST CYLINDERS - TAKEN FOR EVERY 15 CUBIC YARD OR LESS, SUBMIT CONCRETE TESTS TO THE PROJECT MANAGER IN ACCORDANCE WITH ASTM , C-31 AND C-39. B SUBMIT ONE (1) ADDITIONAL TEST CYLINDER - TAKEN DURING COLD WEATHER POURS, AND CURED ON JOB SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS, C. SUBMIT ONE (1) SLUMP TEST - TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN 7, DEFECTIVE CONCRETE MODIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED LINES, DETAILS OR ELEVATIONS AT COST OF GC, AS DIRECTED BY ARCHITECT/ENGINEER. 0 o r� omrn,� < w dm 0E��lo J O No OEDE�CO I,, < ' �w2bw o O Z LL ~Ja Of L] I Wm3 max IW- ¢ C m ry Z 0 /n z w a U > _ DO Of a o K o U w o O z 50000898289 MDG # W12 NKORK RSW 404W STATE HWY 70 PARK FALLS, WI 54552 DRAWN BY AC CHECKED BY PP DATE 07/12/24 PROJECT #: 194-168 SHEET TITLE GENERAL NOTES SHEET NUMBER SP_I L11VI5ION 5_ N}IAL- PART 1 - GENERAL 1, SECTION INCLUDES: STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND GROUTING UNDER BASE PLATES 2. SUBMITTALS: SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS. 3 QUALITY ASSURANCE A FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS B PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE. PARE 7 PRODUCTS I MATERIALS: A STRUCTURAL STEEL MEMBERS: B STRUCTURAL TUBING: C. PIPE: D- BOLTS, NUTS, AND WASHERS: E. ANCHOR BOLTS: F WELDING MATERIALS: G. GROUT: ASTM A572, GRADE 50 ASTM A500, GRADE B ASTM A53, TYPE E OR S, GRADE B ASTM A325 ASTM A307 AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED NON -SHRINK TYPE, PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 7000 psi AT 28 DAYS H, SHOP AND TOUCH-UP PRIMER: SSPC 15, TYPE I, RED OXIDE I. TOUCH-UP PRIMER FOR GALV, SURFACES: ZINC RICH TYPE 2. FABRICATION: CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS GRIND EXPOSED WELDS SMOOTH, 3. FINISH: A PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC SP-1 TO SP-10 PROCEDURES, B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. ,p�1 .1 - EILBCUTION 1. E%AMINATION AND PREPARATION: VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE, 2. ERECTION: A ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRIDGING AND BRACING, B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS. C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE ARCHITECT/ENGINEER. 1), AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACES NOT SHOP PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER SECTION D500D,-METALS, PART 2 - PRODUCTS, H & I, SURFACES TO BE IN CONTACT WITH CONCRETE NOT INCLUDED. 3. FIELD QUALITY CONTROL: FIELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS AND TORQUING, ❑IVISION CTRICAL 5FCT)DN 16ID50 - BASIC 6LSORICALMAMRIALS AND IdET OD5 1 CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND STARTING THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT LISTING ANY DISCREPANCIES OR CONFLICTING NFORMATION, 2, ELECTRICAL PLANS, DETAILS AND DIAGRAMS ARE DIAGRAMMATIC ONLY, VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL EQUIPMENT WITH OWNER PRIOR TO INSTALLATION. 3. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, JUNCTION BOX, SWITCH BOX, ETC. THE TYPE OF TAGGING METHODS SHALL BE IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (O,S.H.A). 4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN GOOD WORKING CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT MATERIALS SHALL BE LISTED "J" WHERE APPLICABLE MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, NBFU AND "UL" LISTED. 5 ALL CONDUIT SHALL HAVE A PULL CORD. 6 PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. 7. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 AI -C- B THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY UBC, NEC AND ALL APPLICABLE CODES. 9. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK 10. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED OUTLETS SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON THE DRAWINGS WEATHERPROOF RECEPTACLES SHALL HAVE SIERRA NWPD-B LIFT COVERPLATES, UG`HON 154iM - SERVICE ANJ2_,T15TRIBUTIald 1 WIRE AND CABLE CONDUCTORS SHALL BE COPPER, 600V, TYPE THHN OR THWN, WITH A MIN. SIZE OF #12 AWG, COLOR CODED ALL RECTIFIER DROPS SHALL BE STRANDED TO ACCEPT CRIMP CONNECTORS 2, ALL CHEMICAL GROUND RODS SHALL BE "UL" APPROVED- 3 METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS MANUFACTURED BY MILBANK OR APPROVED EQUAL, AND SHALL BE UTILITY COMPANY APPROVED. 4. CONDUIT: A RIGID CONDUIT SHALL BE U,L LABEL GALVANIZED ZINC COATED WITH GALVANIZED ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3 B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L LABEL, FITTING SHALL BE GLAND RING COMPRESSION TYPE C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE ALL FLEXIBLE CONDUITS SHALL HAVE FULL LENGTH GROUND WIRE D ALL UNDERGROUND CONDUIT SHALL BE AS NOTED ON THE DRAWINGS AT A MINIMUM DEPTH OF 42" BELOW GRADE, IT IS REQUIRED AND WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO NOTIFY DIGGERS HOTLINE AT 1-500-242-8511 OR OTHER SUCH NOTIFYING AGENCY THIRTY-SIX (36) HOURS PRIOR TO DIGGING, 5 CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE THE TEMPORARY POWER AND ALL HOOKUP COSTS ARE TO BE PAID BY THE CONTRACTOR. 61 ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS WITH WHITE ON BLUE BACKGROUND LETTERING (MINIMUM LETTER HEIGHT SHALL BE ONE FORTH INCH (1/4") NAMEPLATES SHALL BE FASTENED WITH STAINLESS STEEL SCREWS, NOT ADHESIVE. 7. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL POTENTIAL GROUNDING TESTS BY AN INDEPENDENT TESTING SERVICE ENGAGED BY THE CONTRACTOR SHALL BE SUBMITTED FOR APPROVAL SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. B. GROUNDING ELECTRODE SYSTEM A PREPARATION 1, SURFACE PREPARATION: ALL CONNECTIONS SHALL BE MADE TO BARE METAL ALL PAINTED SURFACES SHALL BE FIELD INSPECTED AND MODIFIED TO ENSURE PROPER CONTACT. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON -OXIDIZING AGENT APPLIED PRIOR TO INSTALLATION 2. GROUND BAR PREPARATION: ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A NON -OXIDIZING AGENT APPLIED, NO FINGERPRINTS OR DISCOLORED COPPER WILL BE PERMITTED. 3. SLEEVES: ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH WALLS, FLOORS OR CEILINGS IF CONDUCTORS MUST RUN THROUGH EMT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. SEAL BOTH ENDS OF CONDUIT WITH SILICONE CAULK, B. GROUND BARS 1, ALL GROUND BARS SHALL BE ONE FORTH INCH (1/4") THICK TINNED COPPER PLATE AND OF SIZE INDICATED ON DRAWINGS, 2- ALL CONNECTIONS TO THE GROUND BAR SHALL OBSERVE THE FOLLOWING SEQUENCE: A BOLT -HEAD B. 2-HOLE LUG C. TINNED COPPER BUSS BAR U STAR WASHER E. NUT C. EXTERNAL CONNECTIONS 1 ALL BURIED GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS, CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, TEES, CROSSES, ETG ALL CABLE TO GROUND RODS, GROUND ROD SPLICES AND LIGHTNING PROTECTION SYSTEMS ARE TO BE AS INDICATED. ALL MATERIALS USED (MOLDS, WELDING METAL, TOOLS, ETC.) SHALL BE BY 'CADWELD' AND INSTALLED PER MANUFACTURER'S RECOMMENDED PROCEDURES 2. ALL ABOVE GRADE GROUNDING AND BONDING CONDUCTORS SHALL BE CONNECTED BY TWO HOLE CRIMP TYPE (COMPRESSION) CONNECTIONS (EXCEPT 10 FOR THE ACEG AND GROUND ROD) MECHANICAL CONNECTIONS, FITTINGS OR CONNECTIONS THAT DEPEND SOLELY ON SOLDER SHALL NOT BE USED. ALL CABLE TO CABLE CONNECTIONS SHALL BE HIGH PRESSURE DOUBLE CRIMP TYPE CONNECTIONS CONNECTIONS TO STRUCTURAL STEEL SHALL BE EXOTHERMIC WELDS. D, GROUND RODS ALL GROUND RODS SHALL BE 5/6-INCH DIAMETER X 10'-0- LONG "COPPERWELD" OR APPROVED EQUAL, OF THE NUMBER AND LOCATIONS INDICATED, GROUND RODS SHALL BE DRIVEN FULL LENGTH VERTICAL IN UNDISTURBED EARTH, E GROUND CONDUCTORS ALL GROUND CONDUCTORS SHALL BE STANDARD TINNED SOLID BARE COPPER ANNEALED, AND OF SIZE INDICATED ON DRAWINGS UNLESS NOTED OTHERWISE 1. R LUGS 1, LUGS SHALL BE 2-HOLE, LONG BARREL, STRAND COPPER UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS LUGS SHALL BE THOMAS AND SETTS SERIES #548_ _BE OR EQUIVALENT A. 535 MCM DLO 54880BE B. 262 MCM DLO 54872EIE C 01/0 DLO 548 62BE D #4/0 THWN AND BARE 54866BE E. N2/0 THWN 54862BE F. 2 THHN 54207BE G 6 DLO 54205BE 2, WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGE, IT SHALL BE DONE GRADUALLY. THE CURVATURE OF THE TURN SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CHART: MINIMUM BENDING CRDUNOIHG CONDUCTOR_56E RMIUS TO W90L EOCE N0. 6 AWG TO NO, 4 AWG 6 INCHES N0. 2 AWG TO NO. 1/0 AWG B INCHES N0. 2/0 AWG TO 4/0 MCM 12 INCHES 250 MCM TO 750 MCM 24 INCHES SE&33i)N 1fi741; - TFLECOMM{)NI('F11I{IN{'"MPONFINTS m G GROUND RING (COAXIAL ANTENNA COBS 1 THE EXTERNAL GROUND RING ENCIRCLING THE TOWER (IF APPLICABLE) AND BEIWEEN THE EQUIPMENT SHELTER PLATFORM ANCHORS SHALL BE MINIMUM O O NO 2 A.SOLID TINNED BARE COPPER CONDUCTOR IN DIRECT CONTACT I. GENERAL a0 Uj m I WITH THE EARTH AT THE DEPTH INDICATED ON THE DRAWINGS. CONDUCTOR BENDS SHALL HAVE A MINIMUM BENDING RADIUS OF EIGHT INCHES (B') A ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO . H- 3 to m D V) O ^o WORK SHALL BE NEW AND OF STANDARD COMMERCIAL QUALITY J O r m 2 ALL EXTERNAL GROUND RINGS ARE TO BE JOINED TOGETHER AND ALL CONNECTIONS MUST BE CADWELDED. NO LUGS OR CLAMPS WILL BE ACCEPTED B CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, If O N Q CD Of W W oD MATERIALS AND SUPPLIES FOR THESE ITEMS) THE CONTRACTOR IS RESPONSIBLE O O, Z X H. FENCE GATE / GROUND EACH GATE POST, CORNER POST AND GATE AS INDICATED F A L UCH MATERIALS FOR PICKUP AND DELIVERY 0 L S O Z o LL J a ON DRAWING GROUND CONNECTIONS TO FENCE POSTS AND ALL OTHER C ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT CONNECTIONS FOR THE GROUND GRID SYSTEM SHALL BE MADE BY DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR O EXOTHERMIC WELD PROCESS, AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES, AND SPRAYED WITH COLD - GALVANIZED PAINT 2 MATERIALS: IEEE, FALL POTENTIAL TESTS A COAXIAL CABLE: A FOR RAW LAND SITE 1 INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS .$ I- GROUND TESTS SHALL BE PERFORMED AS INDICATED ON DRAWINGS. AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WITH COAXIAL CABLES SUPPORTED AT NO MORE THAN 3'-0" O,C < ¢ 5x 8S A BIDDLE GROUND OHMER OR THE METHOD OF USING TWO AUXILIARY GROUND RODS (AS DESCRIBED IN IEEE STANDARDS NO 81-1983. PART 1) MAY BE USED THE LEEE METHOD REQUIRES THE USE OF AN WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURERS' REQUIREMENTS TERMINATE J 44 x MUST BE SUFFICIENTLY ALL COAXIAL CABLE THREE FEET (3•) IN EXCESS OF EQUIPMENT W AG TEST CURRENT, THE AUXILIARY TEST RODS FAR AWAY FROM THE ROD UNDER TEST SO THAT THE REGIONS IN WHICH LOCATION UNLESS OTHERWISE STATED THEIR RESISTANCE IS LOCALIZED DO NOT OVERLAP THE TEST POINT 2, ALL COAX RUN LENGTHS GREATER THAN 175 FEET SHALL BE WILL BE THE GROUND ROD AND WILL CONSIST OF THE THREE POINT ALL COAX, RUN LENGTH BETWEEN 101 FEET AND 174 FEET SHALL BE 1-1/4, $ d FALL OF POTENTIAL MEGGER TEST METHOD, USING THE BIDDLE NULL- AND IN LENGTH LESS THAN OR EQUAL TO 100 FEET SHALL BE 7/8". BALANCE EARTH TESTER (MEGGER #250220-2 OR EQUIVALENT) 2 CONTRACTOR TO CONDUCT GROUND RESISTANCE TEST IN THE FORMAT AS FOLLOWS: 3 ANTENNA AND COAXIAL CABLE GROUNDING ,� -- A ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON B EQUIPMENT PAD STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) 4. COAXIAL CABLE IDENTIFICATION 1, FIRST TEST - SHALL BE WITH FOUR GROUND RODS INSTALLED, ONE AT EACH CORNER OF THE PAD BUT NOT CONNECTED TO THE A TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF Y MAIN GROUNDING BUS FURNISH WIRE TO CONNECT (TEMPORARY ANTENNA CABLING, PLASTIC TAGS SHALL BE USED AT THE m a CLAMP) ALL FOUR GROUND RODS TOGETHER TO MAKE A SYSTEM FOLLOWING LOCATIONS: TEST AFTER EACH ROD IS INDIVIDUALLY TESTED. IF ANY INDIVIDUAL ROD TESTS 25 OHMS OR MORE, THE ELECTRICAL CONTRACTOR AND 1 FIRST LOCATION IS AT THE END OF THE COAX NEAREST OWNER'S REPRESENTATIVE SHOULD BE NOTIFIED SO THAT THE ROD CAN BE DRIVEN DEEPER UNTIL ALL FOUR RODS HAVE A RESISTANCE THE ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED) IL G m Q $ OF 10 OHMS OR LESS ON A DRY DAY. 2 SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER NEAR THE WAVEGUIDE ENTRY PORT 2 SECOND TEST - SHALL BE WITH THE GROUND RODS CONNECTED, WITH DRY SOIL AND WHEN NO STANDING WATER HAS BEEN PRESENT B USE ANDREW CABLE TIES (PTO 27290) TO SECURE IDENTIFICATION TAGS FOR THE PAST TEN (10) DAYS. THE MAXIMUM ALLOWABLE READING IS 5 OHMS TO GROUND. IF THE RESISTANCE OF THE ENTIRE SYSTEM EXCEEDS 5 OHMS, NOTIFY THE CONTRACTOR AND OWNER'S REPRESENTATIVE 5 TESTING SO THAT ADDITIONAL AND/OR DEEPER RODS CAN BE INSTALLED. LESSEE SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO z PERFORM THE COAXIAL SWEEP TEST &REPORT THE CONTRACTOR IS TO Z C. TOWER PROVIDE ONE CLIMBER /QUALIFIED TO ASSIST ANY REPAIRS O EST IS AND WEATHERPROOFING ONCE THE TEST IS COMOM CONTRACTOR THE CONTRACTOR IS w a 1. FIRST TEST -SHALL BE WITH THREE GROUND RODS INSTALLED (MINIMUM). TO PROVIDE LESSEE WITH A MINIMUM OF 40 HOURS NOTICE PRIOR TO THE 5 O > T. EQUALLY SPACED AROUND THE TOWER FOUNDATION, BUT NOT CONNECTED TO THE SHELTER PAD EXTERNAL GROUND RING TIME OF THE SWEEP TEST. U1 Of a FURNISH WIRE TO NNECT (TEMPORARY CLAMP) ALL THREE GROUND U LL RODS TOGETHER TOCOMAKE A SYSTEM TEST AFTER EACH ROD IS rn j INDIVIDUALLY TESTED IF ANY INDIVIDUAL ROD TESTS 25 OHMS OR MORE, NOTIFY THE CONTRACTOR AND OWNER'S REPRESENTATIVE _ SO THAT THE ROD CAN BE DRIVEN DEEPER UNTIL ALL THREE (3) RODS HAVE A RESISTANCE OF 10 OHMS OR LESS ON A DRY DAY. 2. SECOND TEST - SHALL BE WITH THE GROUND RODS CONNECTED. WITH DRY SOIL AND WHEN NO STANDING WATER HAS BEEN PRESENT FOR THE PAST TEN (10) DAYS THE MAXIMUM ALLOWABLE READING IS 5 OHMS TO GROUND, IF THE RESISTANCE OF THE ENTIRE SYSTEM EXCEEDS 5 OHMS THE ELECTRICAL CONTRACTOR AND OWNER'S REPRESENTATIVE SHOULD BE NOTIFIED SO THAT EITHER ADDITIONAL AND/OR DEEPER RODS CAN BE INSTALLED. a 50000898289 D EQUIPMENT PAD AND TOWER 1- AFTER THE EQUIPMENT PAD AND TOWER GROUND RESISTANCE TEST IS COMPLETED, CONTRACTOR SHALL TIE EQUIPMENT PAD EXTERNAL GROUND RING AND TOWER EXTERNAL GROUND RING TOGETHER AFTER MDG # FIRST AND SECOND TEST ALL CONNECTIONS MUST BE MADE USING EXOTHERMIC WELD. NO LUGS OR CLAMPS WILL BE ACCEPTED. 2. AFTER ALL THE EXTERNAL GROUND RINGS ARE TIED TOGETHER, COMPLETE A MEGGER CHECK OF THE GROUND SYSTEM SHOULD BE DONE THE MAXIMUM W12 ALLOWABLE LEADING IS 5 OHMS TO GROUND NKORK RSW GROUNDING RESISTANCE TEST REPORT UPON COMPLETION OF THE TESTING FOR EACH SITE. A TEST REPORT SHOWING RESISTANCE IN OHMS WITH AUXILIARY POTENTIAL ELECTRODES AT 5 FEET AND 10 FEET INTERVALS UNTIL THE AVERAGE RESISTANCE STARTS INCREASING AND ALSO NOTE THAT 10-15 PHOTOS MUST BE TAKEN TO PROOF ENTIRE EXTERNAL GROUND RING SYSTEM BEFORE BACKFILL TWO (2) SETS OF TEST DOCUMENTS ARE OF THE INDEPENDENT TESTING SERVICE TO BE BOUND AND SUBMITTED WITHIN ONE (1) WEEK OF WORK COMPLETION gcnoN 105o3 — POLES (SINGLE MAST AND SELr $LIPPORTING TOWEW GENERAL A, LIGHTNING ROD AND EXTENSION PIPE INCLUDING ALL APPURTENANCES. TO BE FURNISHED BY OWNER, IF REQUIRED B, PROVIDE TEMPORARY LIGHTING FOR TOWER AS PER FAA REGULATIONS DURING CONSTRUCTION. IF REQUIRED, C. GROUNDING: GROUND TOWER WITH A MINIMUM OF 02 AWG TINNED SOLID BARE COPPER CONDUCTOR CADWELDED TO TOWER BASE PLATE. TWO (2) GROUNDING LEADS PER TOWER BASE PLATE NO EXQTHERf11C WELDS SHALL BE AiT'ACWED DIRECTLY TD jHE uCNDP ILE TOWER SHAFT. 404W STATE HWY 70 PARK FALLS, WI 54552 DRAWN BY AC CHECKED BY PP DATE 07/12/24 PROJECT H: 194-168 SHEET TITLE GENERAL NOTES SHEET NUMBER SP-2