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HomeMy WebLinkAbout0120985-Building (replace guy wires)I I C I ~ 0 I ~ I m I ~ L I ~ I m I ~ 0 I C I E I I L I Q I ~ 0 I n I ~ I ~ 0 i ~ i m I + q i ~ U I ~ I ~ N I ~ I H ip b N : ~ I ~ I i ~ i ~ I v IN io I 10 I C3 I ~ 10 N I ~ LD GENERAL REQUIREMENTS 1.7 PHOTOS 2.2 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER GR AS NOTED IN CONSTRUCTION DOCUMENTS.) Ll PURPOSE ANO INTENT PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLATION, GROUNDING, AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO MATERIALS USEp FOR TREE PROTECTION, EROSION CONTROL, SILTATION A. THE DRAWING AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY BACKFILL. CONTROL, AND DUST CONTROL AS SUITABLE FOR SPECIFIC. SfTF CONDITIONS. AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING 8E SHOWN, INDICATED, OR SPECIFIED CN ONE AND NOT THE OTHER, IT SHALL 8E DONE THE SAME AS IF SHOWN, INDICATED, DR SPECIFIED IN BOTH, SHOULD THERE 8E ANY 1.8 BUILDING PERMITS 3.0 EARTHWORK DISCREPANCIES BETWEEN REDUIREMENTS SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY, ALAMOSA WILL SUBMIT CONSTRUCTION OOCUMEN75 TO THE JURISDICTIONAL 6. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT 3.1 SCOPE OF WORK INCLUDES REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION T HE WORK dS STIPULATED IN THE CONTRACT. AS REQUIRED TO OBTAIN THE BUILDING PERMIT. CONTRACTOR SHALL A. EXCAVATION TRENCHING FILLING COMPACTION AND GRADING FOIE C. THE PURPOSE OF THE ALAMOSA CONSTRUCTION SPECIFICATIONS IS TO COORDINATE AND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED , , , , STRUCTURES SITE IMPROVEMENTS AND UTILITIES INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF PERMITS AT THE JOB SITE. COMPLY WITH SPECIr'IC PROJECT-RELATED , , . MATERIALS FOR SUB-BASE DRAINAGE FILL 8 FILL BACKFILL AND GRAVEL FOR THE PROCEDURE, TYPE, AND QUALITY OF MATERIALS REQUIRED TO COMPLETE REQUESTS AND SUGGESTIONS MADE BY BUILDING INSPECTOR, AND INFORM . , . . , SLABS PAVEMENTS AND IMPROVEMENTS THE WORK. CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY BE BEYOND THE , , , C. ROCK EXCAVATION WITHOUT BLASTING. SCOPE OF THE CONTRACT OR DEVIATE FROM THE CONSTRUCTION DOCUMENTS. D. SUPPLY OF ADDITIONAL MATERIALS FROM GFFSITE AS REQUIRED, ALAMOSA WILL REIMBURSE THE CONTRACTOR FOR FEES, FOR PLAN REVIEW, E. REMOVAL AND LEGAL DISPOSAL QF EXCAVATED MATERIALS AS REQUIRED. 1.2 CONFLICTS BUILDING PERMIT, CONNECTIONS, AND INSPECTION. (INCLUDED IN THE BASE PROPOSALI. A. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING :, 2 QUALITY ASSURANCE ANY WDRK.NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO . CIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. 1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO A. COMPACTION; ALAMOSA FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. ALAMOSA WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE 1. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS, ANp WALKWAYS WILL ` B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF pIFFICULTIES OF ~ PERMITS SOME USE PERMITS MAY NAVE PECIFIC REQUIREMENTS FOR THE SITE OBTAIN A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSIT t AS CONDITIONS THAT MAY BE ENCOUNTERED, OR DF ANY OTHER RELEVANT MATTER „ . RELATED 70 CONSTRUCTION SUCH AS NOISE REGULATIONS HOURS OF WORK DETERMINED BY ASTM D-1557 OR WITHIN PLllS OR MINUS ;PERCENT OF CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE , , . ACCESS LIMITATIONS ETC THE CONSTRUCTION MANAGER WILL INFORM THE OPTIMUM MOISTURE CONTENT, FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL , . CONTRACTOR OF THESE REDUIREMENTS AT THE PRE-BID MEETING OR A5 8. GRADING TOLERANCES OUTSIDE BUILDING LINES: EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS SHOWN IN THE CONSTRUCTION DOCUMENTS 1. LAWNS,UNPdVED AREAS, AND WALKS PLUS OR MINUS 11NCH. GOVERNING THE WORK. . 2. UNDER PAVEMENTS, PLUS OR MINUS 1/2 lNCHs C. GRADING TOLERANCE FOR FILL UNDER ALL CONCRETE APPLICATION;; 1, PW5 OR MINUS S/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE. L10 FAA PERMIT AND TOWER LIGHTING 1.3 CLEANING REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FDR FAA 3.3 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OPt AS NOTED IN KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED AND STATE LIGHTING REQUIREMENTS. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION DOCUMENTS) BY EMPLOYEES, AT THE COMPLETION OF THE WORK, REMOVE ALL WASTE AND FAA APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL. NON-CONSTRUCTION MATERIAL, INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING, AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR A. SUBBASE MATERIAL: GRADED MIXTURE DF NATURAL OR CRUSF(ED GRAVEL, USE. CRUSHED STONE OR SLAG, AND NATURAL SAND. 1.11 TOWER SECURITY B. WASHED MATERIAL, EVENLY GRADED MIXTURE GF CRUSHED S°fONE OR GRAVEL, WITH 95 PERCENT PASSING A [-1/2 INCH SIEVE. TOWER MUST 8E FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF C. GRADING MATERIAL WILL CONSIST OF: SATISFACTORI` NATIVE OR IMPORTED SOIL 1,4 CCDES ERECTION. DD NOT ALLOW THE GATE ACCESSING THE TCWER AREA TO REMAIN MATERIALS FREE OF CLAY, ROCK OR GRAVEL NOT LARGER THAN 2 INCHES iN OPEN OR UNATTENDED AT ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED ANY DIMENSION. pEBRIS, WASTE, FROZEN MATERIALS. AND OTHER UN;>UITABLE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS, AND LOCKED WHEN NOT IN USE, MATERIALS WILL NOT BE ALLOWED FOR US6IMPORiEp MA'CERIALS SHALL HAVE A dND RULES PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH CLAY CONTENT NO MORE THAN S PERCENT, JURISDICTION OVER THE SITE. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS D. GRAVEL MATERIAL: EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, OF WHETHER THE LAW, ORDINANCE, REGULATION, OR RULE IS MENTIONED IN WITH 95 PERCENT PASSING A t 1/Z INCH SIEVE. THESE SPECIFICATIONS. L12 SITE CONTROL E. GEOTEXTILE FABRIC, AS PER CONSTRUCTION DOCUMENTS. A. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT 1.5 LICENSING OR DOWNSTREAM PROPERTIES WILL 8E CORRECTED BY THE CONTRACTOR AT NO 3,q CLEARING AND GRUBBING EXPENSE TO ALAMOSA. HAVE AND MAINTAIN A VALIC CONTRACTOR'S LICENSE FOR THE LOCATION IN B. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOr REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED. REMOVE STUMPS WHICH THE. WORK IS TD 8E PERFORMED. FOR JURISDICTIONS THAT LICENSE ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF CLEARING AND INDIVIDUAL TRADES, THE TRADESMAN DR SUBCONTRACTOR'S PERFORMING THOSE THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL GRUBBING DFF-SITE, OR IN AN QN-SITE LOCATION APPROVED BY' TRADES SHALL BE LICENSED. RESEARCH AND COMPLY WITH LICENSING LAWS, BE THE RESPONSIBILITY DF THE CONTRACTOR AND ANY COST ASSOCIATED WITH CONSTRUCTION MANAGER. PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. THESE LAWS. C, ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSEC OF OFF-SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH 3,5 STRIPPING JURISDICTIONAL AUTHORITIES. I.6 OSHA STRIP NOT LESS THAN 3 INCHES OF SOD AND TOPSOIL FROM AREAS THAT WILL UNDERLAY GRAVEL, PAVEMENT, NEW STRUGTURES,oR NEW EMBANKMENTS, FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL 2.0 SITE PREPARATION STOCKPILE STRIPPING QN-SITE FOR RE-USE IN FINAL LANDSCAPINGA SAFETY AND HEALTH ADMINISTRATIONS,AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT, THESE REGULATIONS INCLUDE, BUT ARE NOT LIMITED T0. REGULATIONS DEALING WITH TOWER CONSTRUCTION AND 1 SCOPE OF WORK INCLUDES 2 6 COMMON EXCAVATION 3 SAFETY, EXCAVATIONS AND TRENCHING, AND WORK IN CONFINED SPACES, . . ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES DURING CONSTRUCTION, A. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS [. EXCAVATE TO OEPTH,LINES,AND GRADES SHOWN ON THE PLANS OR A5 WHICH MIGHT BE DAMAGED BY CON5TRUCTION ACTIVITIES. OTHERWISE SPECIFIED, B. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION 2. TEMPORARILY STOCKPILE ON-SITE EXCAVATION AT AN APPROVED LOCATION DURING CONSTRUCTION ACTIVITIES, WITHIN THE WORK AREA UNTIL SITE GRADING IS COMPLETE. STOCKPILE SHALL C. CLEARING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, NOT EXCEED 15 FEET IN HEIGHT, DESIGNATED TREES, AND SITE IMPROVEMENTS, 3. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFF-SITE. D. TOPSOIL STRIPPING AND STOCKPILING. E. TEMPORARY EROSION CONTROL, SILTATION CONTROL, AND DUST CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE. F. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS, AND MONUMENTS. G. PROTECTION AND TEMPORARY RELOCATION„STORAGE AND RE-INSTALLATION OF EXISTING FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR REUSE, H. REMOVAL ANO LEGAL DISPOSAL OF CLEARED MATERIALS. PRELIMINARY NOT FOR CONS I RUCTION CONTRACTOR UHALL REFEP,ENCE SPRINT STANDARD oErALS ANO s?EaFI r.ArioNs DATE: 6/X/2006 IN CHARGE OF I FoR WIRELESS ~ELECOMIviUNICATION TOWERS, DESIGNED: CKB DRAWN: CKB CHECKED: CKB -- PREPARED FOR: PREPARED BY: I~QDDQM AER!A~S CO~~OC~TIOI~ SITE NOa ML04AL0 90-A RAMAKER / ~ / C' ~ ICI i, 4 ~ I T1 R A NI ~ DATE; ,0~1~~, V~,, S~~L. ~ D A, O~ S 5 COU O 5/20/2006 IT[snv)oLATtoNOeLnweoRANYP~soNr~xLe ~Tt~YnitincrtNa ~ PERSONAL COMMUNICATIONS SERVICE & ASSOCIATES, INC. /-~ UNDER THE DiRECTI~i'OFALIC@N5~'DPRDFESSIONAL ENQ]NEER TO ALTER ~ CKB ll20Dalhs9treet Sa kCit ~econs~in SJS83 ` FILE NO. THIS DOCUULi'Nr.ONt,E SFZPLICt;1,YAGREEO~bsY'rHtsE,YG7t~exlN 1 06/20/06 PRELIMINARY DRAWINGS SENT , y, u 1 ` ' wR[TING,rHEENC[NEERD[scU+IMSnLLUAaiLtITAS~iATEDWITHTHE REUSE,ALTERA.TIONORMODIFICATIOtvOFTr~IX3MI'ENT5HERESN. N~. DATE REVISION`S NT Voice: 66&643-4]00 Fax,W&6437999 www.ramukeccoin -* q22~ I I i i i i i i I i i I I i i i I i i I I i i i I I I I i I i i i I I I I i I I I I I i IC i~ to Iii 10 r Iz I~ io L i0 I I~ I rn U i "~' N Im I T I ~ I~ I E ~ i i m IQ ,i ~t IQ In i c 0 ID I~ I~ +- I~ la i° 3,7 EMBANKMENT 6,D LANDSCAPING 9,0 REINFORCING STEEL A. CONSTRUCT EMBANKMENT TO THE LINES AND GRADE SHOWN ON THE DRAWINGS. A. FURNISH, INSTALL AND MAINTAIN LANDSCAPE WORK AS SHOWN AND OR MEET OR EXCEED MANUFACTURER'S RECOMMENDATIONS. 8, CONSTRUCT EMBANKMENT FROM ON-SITE EXCAVATION MATERIALS WHEN REQUIRED WITHIN THE CONSTRUCTION DOCUMENTS OR AS SPECIFIED IN THE SUITABLE. USE IMPORTED BACKFILL ONLY AFTER AVAILABLE ON-SITE EXCAVATION SPRINT CONSTRUCTION SPECIFICATIONS. A. UNLESS OTHERWISE NOTED, ALL DETAILING„ FABRICATION AND PLACING OF MATERIALS HAVE BEEN USED. REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD C, CONSTRUCT IN LIFTS OF N07 MORE THAN 12 INCHES IN LOOSE DEPTH. THE PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES fAC1315). FULL WIDTH OF THE CROSS SECTION SHALL BE BROUGHT UP UNIFORMLY, T.0 CONCRETE FORM WORK B. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL ONFORMlNG TO D. MATERIAL SHALL BE PLACED IN LAYERS AND SHALL BE NEAR OPTIMUM ASTM A-615, GRADE 60,DEFORMEO. MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE PRESCRIBED A. FORMS: SMOOTH AND FREE OF SURFACE IRREGULARITIES. UTILIZE FORM RELEASE C. HEATING ANO WELDING OF BARS IS PROHIBITED WITH THE EXCEPTION OF COMPACTION. WETTING OR DRYING OF THE MATERIAL AND MANIPULATION TO AGENTS. WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER. SECURE A UNIFORM MOISTURE CONTENT THROUGHOUT THE LAYER MAY BE g. CHAMFER: EXPOSED EDGES OF ALL TOWER FOUNDATIONS SHALL RECEIVE A D. ALL REINFORCEMENT BARS TO BE FREE FROM LOOSE RUST AND SCALE. REQUIRED. SUCH OPERATIONS SHALL 8E INCLUDED IN THE APPROPRIATE BID 3/q" BY 3/4", 45 DEGREE CHAMFER. OTHER EXPCSED EDGES SHALL RECEIVE A E. UNLESS OTHERWISE NOTED, ALL REINFORCEMENT SHALL HAVE A MINIMUM ITEM. SHOULD THE MATERIAL BE T00 SET TO PERMIT PROPER COMPACTION, IT TOOLED RADIUS FINISH. CONCRETE COVERAGE OF 3 INCHES. THIS MAY REQUIRE SPACERS AND IS THE CONTRACTOR'S RESPONSIBILITY TO UTILIZE MATERIAL WITH AN C. UPON COMPLETION, REMOVE ALL FORMS, INCLUDING THOSE CONCEALED OR CHAIRS AS REQUIRED BY TESTING AGENCI' DR CONSTRUCTION MANAGEfi, ACCEPTABLE MOISTURE CONTENT, BURIED. F. SPLICES IN REINFORCEMENT STEEL ARE PROHIBITED, UNLESS, APPROVED E. DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT, AND DO NOT PLACE D. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. BY CONSTRUCTION MANAGER. ALL SPLICES MUST THEN MEET AI_L EMBANKMENT MATERIAL UPON FROZEN MATERIAL. APPLICABLE ASTM STANDARDS FOR SPLICING. F. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND THE REPLACEMENT OF ANY PORTION WHICH HAS BECOME DISPLACED DUE 70 THE CONTRACTOR'S OPERATIONS. 8.D CAST-IN-PLACE CONCRETE 10.0 SPRINT STANDARDS G. START LAYERS IN THE DEEPEST PORTION OF THE FILL, AND AS PLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL TO THE FINISHED FOR STRUCTURAL CONCRETE (FOOTINGS, FOUNDATIONS. ETC.1 REFER TO GRADE LINE. STRUCTURAL DRAWINGS FOR REOUIREMENTS.FOR ANY MISCELLANEOUS CONCRETE, ALL WORK SHOULD BE COMPLETED 1N ACCORDANCE WITH THE LATEST SPRIN T H. ROUTE EOUIPMENT,BOTH LOADED AND EMPTY, OVER THE FULL WIDTH OF REFER TO SPECIFICATION BOOK OR OBTAIN REQUIREMENTS FROM CONSTRUCTION SSEO DOCUMENTS AND STANDARDS. EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT. MANAGER. I, COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, FLOOR SLABS, AND STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS A. ALL CONCRETE SHALL COMPLY WITH ASTM C94 UNLESS NOTED OTHERWISE. DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF B. MINIMUM COMPRESSIVE STRENGTH iF'C) A7 28 DAYS: 4000 PSI FOR TOWER OPTIMUM MOISTURE CONTENT. COMPACT NON-STRUCTURAL AREA FOUNDATION AND 3000 PSIFOR ALL OTHER CONCRETE UNLESS SPECIFIED IN EMBANKMENTS TO A MINIMUM DF 90% OF ASTM D-1557. CONSTRUCTION DOCUMENTS. C. AIR ENTRAINMENT; PROVIDE 4 TO $"/. AIR ENTRAINMENT FOR ALL CONCRETE SUBJECT TO FREEZE-THAW CYCLE. 3.8 SITE GRADING 0. CONCRETE TESTING: ALL FOUNDATION CONCRETE SHALL BE TESTED BY AN INDEPENDENT TESTING AGENCY APPROVED BY THE CONSTRUCTION MANAGER. A, USING ON-SITE EXCAVATION MATERIALS, SHAPE TRIM, FINISH, AND COMPACT ALL STRUCTURAL TOWER FOUNDATION CONCRETE MUST BE TESTED. SURFACE AREAS TO CONFORM TO THE LINES, GRADES AND CROSS SECTIONS EQUIPMENT OR BUILDING PADS ARE NOT REQUIRED TO BE TESTED, UNLESS SHOWN ON THE DRAWINGS OR AS DESIGNATED BY THE CONSTRUCTION OTHERWISE NOTED BY CONSTRUCTION MANAGER. PROVIDE A MINIMUM OF 5 MANAGER. CYLINDERS 12-7-DAY, 2-28-DAY, l-SPAREI FOR EACH DAYS POUR, OR B. GRAD"c SURFACES TO DRAIN AND ELIMINATE ANY PONDING 0R EROSION. FOR EVERY 50 YARDS PLACED, WHICHEVER IS GREATER. ADDITIONAL TESTS OR C. ELIMINATE WHEEL RUTS BY REGRADING. CYLINDERS MAY BE REQUIRED 6Y CONSTRUCTION MANAGER. A SLUMP, AIR, D. COMPACT AREAS OF UNDERLYNG NEW GRAVEL, PAVING, FLOOR SLABS,ANO AND TEMPERATURE TEST SHALL BE PERFORMED FOR EACH SET OF CYLINDERS STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS CAST. PREFERABLY, TESTS SHALL BE PERFORMED AT THE LOCATION OF DETERMINED BY ASTM D-155T OR WITHIN PLUS OR MINUS 3 PERCENT OF ANCHOR BOLTS iPIERS -FOR MAT & PIERS, CAISSONS -TOP 1/3 OF OPTIMUM MOISTURE CONTENT. CAISSON). TESTS SHALL ALSO BE REQUIRED FOR CONCRETE CONSIDERED E. CONSTRUCT FINISHED SURFACE OF SITE GRADING AREAS WITHIN ONE INCH BEING LESS THAN DESIRABLE BY CONCRETE SPECIFICATION STANDARDS. THE FROM SPECIFIED GRADE TESTING AGENCY HAS THE AUTHORITY TO NOT ACCEPT CONCRETE MEETING . THESE SPECIFICATIONS FOR ALAMOSA, THE CONTRACTOR fS RESPONSIBLE FOR ANY CONCRETE NOT MEETING THESE STANDARDS. THE CONTRACTOR IS 3.4 SUBGRADE PREPARATION RESPONSIBLE FDR COORDINATION OF THE TESTING AGENCY A MINIMUM OF 24 HOURS IN ADVANCE OF EACH FOUNDATION POUR. A. S"APE TOP OF SUBGRADE 70 THE LINES AND GRADES SHOWN ON THE E. VIBRATE ALL CONCRETE USING SUFFICIENT HIGH FREOUENCY,LOW AMPLITUDE GRPWINGS, MECHANICAL IMMERSION TYPE VIBRATORS, INSERT VIBRATORS IN CONCRETE B. MAINTAIN TOP OF SUBGRADE IN AFREE-DRAINING CONDITION. AT REGULAR INTERVALS AND OVER ENTIRE SURFACE TO SOLIDLY FILL C. OC NOT STOCKPILE MATERIALS ON TOP OF SUBGRADE UNLESS AUTHORIZED BY CONCRETE AROUND AND BETWEEN REINFORCEMENT BARS AND INTO CORNERS CONSTRUCTION MANAGER. AND IRREGULARITIES. VIBRATE THOROUGHLY THROUGH EACH LIFT TO THE G. COM?ACT THE i0P 12 INCHES OF SUBGRADE TO A 95 PERCENT COMPACTION PREVIOUS LIFT. REVIBRATION AS LATE AS THE RUNNING VIBRATOR WILL SINK AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS THROUGH UPPER LAYERS OF ITS WEIGHT, IS RECOMMENDED. DISCONTINUE OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. VIBRATION WHEN RISING ENTRAPPED AIR BUBBLES STOP BREAKING THE E. CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH OF ESTABLISHED GRADE AND LEVELING SURFACE. DO NOT DVERVIBRATE AS THIS MAY CAUSE SEGREGATION. CROSS-SECTION. F. FINISHING EXPOSED CONCRETE SURFACES: I. THESE PROVISION APPLY TO ALL EXPOSED AND ALL FORMED CONCRETE, EXTERIOR OR INTERIOR, UNLESS SPECIFICALLY DETAILED OTHERWISE. 3.[0 GEOTEXTILE FABRIC ?ERFORM PROCEDURES PRIOR TO APPLICATION OF ANY CURING COMPOUNDS. LAY GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE 2. ALL SURFACES: THOROUGHLY CLEAN ALL STAINS, SPATTER AND LOOSE IN THE COMPOUND AREA AND UNDER LENGTH OF ROAD (WHEN MATERIAL REQUIRED). LA? ALL JOINTS TO A MINIMUM OF 36 INCHES. 3. FINS, RIDGES, HIGH SPOTS: HONE SMOOTH WITH ABRASIVE POWER GRINDERS WHILE CONCRETE IS GREEN. IMMEDIATELY AFTER FORM REMOVAL. 4. FORM TIE HOLES AND DEEP DEPRESSIONS: FLUSH THOROUGHLY WITH CLEAN WATER AND TAMP TO OVER FULL WITH DRYPACK.CURE 10 DAYS B,t1GRAVEL SURFACING AND HONE FLUSH AND SMOOTH. S. ROCK POCKETS, HONEYCOMB,SANO STREAKS, DEBRIS AND VOIDS. A. CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE BASE AND CUT OUT AT LEAST 11NCH DEEP WITH SIDES PERPENDICULAR TO FINISH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER. SURFACE. FLUSH DUT WITH GLEAN WATER, COAT SURFACE WITH NEAT B. SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE AREA. CEMENT PASTE AND TAMP TO OVER FULL WITH DRY PACK IN AT LEAST TWO LAYERS. CURE FOR 10 DAYS ANO NONE FLUSHED AND SMOOTH, G. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL ELECTRICAL OPENINGS ANO EOUIPMENT/BUILDING PADS WITH THE ELECTRICAL DRAWINGS AND SHOP DRAWINGS. 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOT SHOWN ON STRUCTURAL ORAWINGS.PRIOR TO POURING CONCRETE THE INDEPENDENT TESTING AGENCY SHALL INSPECT ALL FOUNDATION STEEL AND FOUNDATION SUBGRADE. PRELIMINARY Noy Fay i T RUCl~aN ca~s COiHIRACTOP SHALL REFERENCE ~ SPRINT STANDARD DETAILS ANU SPECIFICATIONS DATE: 6l2012G06 IN CHARGE OF r-aH wIRELLSs TELcCOfdMUN!CATION' OWtP.S. DESIGNED: CKB DRAWN: CKB CHECKED: CKB PREPARED FORA PREPARED BY: ~ , r, r ~ MADDAM A~RIA~S CO~L_0~~1TIC~I~I SI I E N0, ML04AL090-A r RAMAKER - v'VI 5~~1 6475 COJI~TY ROAD A OSHKOSN ~ DATE: y ~ ,~ ' ~i?oi2oo~ IT SS A VIOLATION OF LAR' FOR AP1 PERSON UNLE~i T'k~F' ARE ACTING ~ PERSONAL COMMUNICATfONS SERVICE & A550C1RTE5, INC. i F~ F N0 uNDeRTRED~RECrEONOFALICeNSEDeRDrissloNAE.ENeINeeRTDA>,reR TH[S DOCUMENT. UNLESS EXPLECITLY AGREED TG BY TAE ENCINEBR I N ~~ 7 06/20/06 PRELIMINARY DRAWNGS SENT CKB 1120Do71usStmet,S¢ukCity,FYisconsin 53583 . L RR[TINC,THEENGINEEP,DISCLAIMSkLILI,FBILITF'ASS(k",]ATED{PITHTHE VOiGe:508.643-4100 Ftix:60&-f)43.7999 ~~~3 REUSE, ALTERATION ORMDDIFICAT]ONOFTHECi~N`TED"PSHEREIN. NO. DATE REVISIONS NT WWW.IflmBIC@T.COm la i~ N ~ ;~ N ~, ~~ ~~ I~ N i~ IN I ~ i 8"X12" HOLE SHALL 6E CUT INTC GRATING BY CGNTRACTOR, BAND OPENING WITH31g" STEEi. PLATE CLIPPED TC GRATING. 15'-0" OUT TC OUT OF GRATING 4' C" X12" 3'-5'lz" 3'-714" 3'-10~/a" __ C'-5~/i_ _ ~~a' i ~ 06x8.2 p ~_ ~ c.~ i I \' w X X X X GENERa~ f~OTESo N 1. ALL MATERIALS SHOWN ARE FURNISHED BY THE OWNER. 2. ALL MATERIALS SHOWN ARE ASSEMBLED AND INSTALLED EY THE CQNTRAC.TOR, 3. PLATFORM DESIGNED AND FURNISHED BY ALAMOSA. k A X X X X I 0 X X ~ X X x F O L 3"x~"x114" x 0'-5~/z" - o ~~ ~' >rtV4-5/8"~11/z M.B. o ~I z i ~ a eA X X X ~ X X I a i I f i N f4 N N N >~ ~ ~ tY1 cb ~D iC i0 U U U U U I X X X X i` ~ r S`C TIG~~~ ~t i ~ NOT TO SCALE I I i X X X i i G6x6,2 "' ~ o ~1~'x6"x6" R -SADULE CLiPCfYP. OF 30) (AF/CU R~AI~~ UiEW SCAEEa I~2"=1'-0" PRELIMINARY NOT FOR CONSTRUCTION coNTRACTeR SHALL REFERENCE sPRiNT sTANOARD DETAILS aND sRECIFICATICNs DATE: 6/20/2006 IN CHARGE OF FoR FIIRELESS TELECG~AMUNICATI~N TO'tiERS, DESIGNED: CKB DRAWN: CKB CHECKEDe CKB ~ PREPARED FORo PREPARED BYo ~~ ~~ ~Af~ Q-RIA ~ C ' 70CATIOI~ s~TE N~~r~~~gA~o~o-A UDC C L_~ G~ ~ ~ RAMAKER 3475 COUDIT`! ROAD a~ OSN170S1-~ V~`lo D~OI~ °ATE: & ASS6GIATES, INC. 5120120106 [Ttsnvto€.arloxoe~nwFbEnmPErssoNL?~~s~eAl~EncTmrc ~ PERSONAL COMMUNICATfONS SERVICE T ' '~' FILE No, UNDER THE D7ftECT[ON OFALICEN5E6 PROF~aSIONA;. ENGINEER TO ALTER ~ `~ T>-0sDOaiMemr.NVLE55Ex2t,ICrrLt~ACRE'EDTOavTHEENCIrrccRrn i 06/20/06 PRELIMINARY DRAWINGS SENT CKB 1120Da11a~Strcet,SaukCity,WisaoHSin 53383 WRITING, T'HE ENGINEEP DI~LAIM9 ALt, L1A81L[TY A„iATED WITH THE VO1GB: fib'-64~-4IOl) Far: f>O8-1Y~3-`]g9~ L- `-'~ ~ 22 ReusE,nLTExnT€oNOet,MoD[r~c,~TloxoFTPE~if°rEarrsNeRSm. N0. DATE REVISIONS INIT www,ramokercom STRUCTURAL STEEL FI?AME AND GEATING (~) IOWNFR FURN,SHED T ~ 0 ~ ~ I V (} T E ~ o ~~z"x6"x6" ANCHOR R AND SSE"x 6"- CONTRACTOR INSTALLED) 2" CLRe TYP. ~- V EXPANSION ANCHOR 80LT (AF/CD "6 VERT(CA_ WITH /'~ ~ ~ 10" O,C. TIES i 1. UNLESS NOTED OTHERWISE, CONNECTIONS SHALL 8E BOLTED USING ASTM A325 BOLTS. ~A" CHAMFER /----\ ~ /, r.~: 2<ALL STEEL SHAPES SHALL BE FABRICATED AND THEN HOT DIP GALVANIZED, i. REFER TO SITE PLAN FOR PLATFORM LOCATION, ~ ~ ~ - -- 4. ELEVATION OF PLATFORM WILL BE SITE SPECIFIC, HOWEVER, IN NO CASE SHALL ~ ~ THE DISTANCE BETVvEEN TOP OE GRATING AND TOP OF GRADE EXCEED C-6" W/0 THE - o of I ADDITIDN OF CiJARD RAILS. ~ ~ -- >IF- I 5. FILL ALL OPENINGS W/ BANGED P,EMOVABLE COVERS. BAND ALL EDGES AT a ~ ~ OPENINGS. _ o /r/ ~ °nG•a ooa'a ,7• 0~0 a ~~~ '°Q•c ,oCi•a ooQ ~,.-,~/ J 1 ~' o po,p.Poo.q 3D ~a 9(~,~o~GG.~-FG~~~~¢o ~~ ~~ .-_...~~ w O I~ STR~CTUr~~E STEEE NOTESo t, ALL STRUCTURAL STEEL SHALL CONFORM,AS A MINIMUM.TO THE REQUIREMENTS OF ASTM A-s6.. 2. ALL DETAILING, FABRICATION, AND ERECTION OF STRUCTURAL STEEL, UNLESS ~ ~ (~ ~ ~ ((~ (~~ OTHERWISE NOTED, SHALL CGNFORfyI TO THE REQUIREMENTS OF THE AISC w Jj ~! SPECIFICATIONS FOR BUILDINGS, LATEST EDITION, J 3, UNLESS OTHERWISE NOTED, ALL SHOP CONNECTIONS SHALL BE MADE BY WELDING OR ~ w NO1 TG SCALE HIGH STRENGTH BOLTING, o a ~ w ~ ~ 4.WELOS SHALL BE MADE WITH E-PO ELECTRODES, IN ACCORDANCE WITH AWS U CCNCRETE PIER (CONTRACTOR D1,1-96, o ~ FURMSHED, CONTRACTOR - INSTALLED) 5, UNLESS CTHERWISE NOTED, ALL FIELD CONNECTIONS SHALL BE MADE WITH ~q" ml, ~ DIAMETER HIGH STRENGTH BOLTS €ASTM A-325). CONNECTIONS SHALL BE DESIGNED ~ AS BEARING TYPE WITR THREADS IN THE SHEAR PLANE. `0 i a = 6. GUSSET PLATES SHALL BE3~$" THICK, MINIMUM. b / 7. UNLESS 0 T HERWISE NOTED, GRATING, STRUCTURAL STEEL, ANO HANDRAILS SHALL v _ ; 11 0"- -- - 8E HOT-DIR GALVANIZED AFTER FABRICATION. TOUCH-UP DAMAGED OR ABRADED AREAS ~ WITH GALVANIZED PAINT ONLY. ~6 VERTICAL )TYP.) d ~- ~ a o b a © ~ ~ a3 TIES lTYPJ ' 0 0 ~ GE~IERA,~ COI~CRE~IE ~IOTESo A ~ k 2 } ~ o ~ ~° 1, ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 2B DAYS. N ~c 1 - - -- --- ----- ~-- ------ ~ -- ~ N -~ I 2. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFOR ING TO AST ~' M M A-615. GRADE 50, DEFORMED. t -- 3.MAXIMUM SLUMP AT POINT OF PLACEMENT SHALL BE 4". 1-6„ ~ I ~ ~ ~ ~ 4. PROVIDE 5-7X AIR ENTRAINMENT IN CONCRETE. 5. ALL DETAILING, FABRICATION ANO PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED E n ( p ~ /~ E ~ T p n T E O ~ ~ /~ E ~ I ~ D ~ T O CONCRETE STRUCTURES. (ACI315; hl U I IVI I I-Y'1 IVI lJ I V I V 6, ALL BAR SPLICES SHALL 9E CLASS "B" TENSION SPLICES. ~ ~ ~ ~`! ~/ IE NOT TC SCALE 7, CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH%q" X 45 DEGREES CHAMFER, UNLESS OTHERWISE NOTED. B, CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS i1'-0" FUR EMBEDDED ITEMS AND RECESSES NOT SHOWN ON THESE DRAWINGS. I --- 9.CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS Of ALL ELECTRICAL ~ OPENINGS AND EQUIPMENT PADS tM1iITH THE ELECTRICAL EQUIPMENT DETAILS AND SHOP DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TD PROVIDE ALL ~-- o- --------------- ------------------------ -------_-_._ _ .___._._-_._._._._ -Q ._ OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. 4"Y,6" BCX TUBE 10. FOR EACH 44 POUND BAG CF TYPE )PORTLAND CEMENT, TD ACHIEVE 2500 PSI IN 28 DAYS, ADD THE FOLLOWINGt WATER - 5.6 GALLONS 5'k5" SLOTS (TYP 2) SANG - 275 POUNDS A'~:.9" SLC ~ S {T'/P 3? GRAVEL - 425 POUNDS EIXCEEDMP TNRSIZE, ARF TO BE C'~EAN AND FREE OF ANY OIL. GRAVEL IS NOT TO ~ E (-` (~ ~ (~ _ /1 (SEE PLAN VIEW FOR CLARIFICATION) BoTo~o SAID DETAIL NoT To sca~E SKID DF_SIGNED AND FURNISHED B`! OWNER, I FRE.-INIIvARY NOT FOR CONSTRUCTION co,~ITRr,cToR SHALL REFERENCE SPRINT STANDARD DATE. 6/20/2006 IN CHARGE OF ~ '=oRAWIRELLS;`PECiFiGATIONs TELEeoMMUNICATIasI rowERS. OESIGNE~; CK8 DRAWN: CKB CHECKED: CKB PREPARED FORo PREPARED BYe I~ADDAI~ AER!~~l_S COL_~OCQ1 I~J1`~ siT~ No, ~LOgALO~o-a ~ ~ RAMAKE~ ~4~~ 5 CO~J~TV ROAD Aa 0~1-~KO~Ny 'VVI,~ 5q~~~ DATE: & ASSOCIATES, INC. 6120/2006 €Tlsnvlo>,n~FroNOFL.aWFOR~vYpERSONa?~Les~T~veisFncTINO =PERSONAL COMMUNICATIONS SERVICE ~--~ UNDER THE DIRECT'lPN OFAL[CENSED PROFEaS70NAL ENGINEER TO ALTER FILE NO, rHISDOCUtacNC.UM,ESSExPtictTt,vpeR~~oeoeYTHEExmNEEftiN 1 D6/20/06 PRELIMINARY DRAWINGS SENT CKB 1120Dalla~Street,SaukCity,Wisconsin53583 wx(TiNC,THEBNGINBSRDLSCLAIM9ALLLlAaiLlTrrssoanTeDw~TH~~e Uoice:6(18-b43-410D Fux:6(t&643-7999 ~~~~ aeose,aLTEeATIONOxMODIFICAT7oNOFTxewrlT~?rrs~aE[r+. NO. DATE REVISIONS )NIT www.Iamaket.com _~. °vUVE6 TOWER ICE BRIDGE TO NAVE A "2 GROGNp WIRE MECN.4NICAL L'! 4TTAC'NED FROM ICE 6RIDGE TG EACH SUPPORT POST AND QN EACM SIDE OF ANY ICE QRlDGE SPLICE {7! - ~R AWG FARE COPPER WIRE IN ?fq"~ FLEX PVC CONDUIT FOR PLATFDRM GROUNDING, CONTRACTGP. SHALL C,ROUND PLATFORM ON EACH PERIMETER MEMBER *2 AWG BARE SDEID COPPER WIRE IN ~q"4 FLEX PVC CONDUIT TO ^vROUND RING FOR FUTURE GROUNDING {TYft 2) DEIGROUND LEAP. ENCE GROUNDING !2 TYPJ PROPOSED PPG GROUNDING (AF/CI). CGhJTRACTDR SNAIL REFERENCE SPRINT STANCARu I CETAiL$ AND SPECIFICATIONS I FOR WIRELESS TELECOMMUNICATION TOWEPS, SITS NOe ML04A~090-A ~ ~ ~ ~ ~j (DATE, `1 612012005 ~FII ~ ND. 9223 i C I ~ Tt I N i Q } I I ~ 0 I ~ I L I im iw i r~ w ~m N IN N I T I L la i~ I .a ~m id i+ I~ In i ie Iti I °' im ~- ia I q I ~ M N IN 6? I D O ( .a I ~ d N IN IN I ~ I ~ p I ~ N Ip N I~ I FEEDER SCHEDULE U RACK MOUNTED 240V. 200A/2P, FUSED MAIN DISCONNECT IN NEMA 5R ENCLGSURE.FUSE DISCONNECT AT 200 AMPS. l3) ~s/D AWG + °4 GND IN 3" CONDUIT. SCR, 40 PVC BELOW GRADE (2" RGC ABOVE GRADE) GENERAL NOTE: i31~2 AWG + ttg GND IN 2" PVC CONDUIT W/PULL ROPE. Q 1'/7" METALLIC FLEX WITH PULLSTRING TO TELCO PANEL AT GENERAL CONTRACTOR TO RUN POWER AND TELCC UTILITY RACK. COORDINATE TERMINATION LOCATION WITH CONDUITS FROM PPC TO BTS. CONSTRUCTION MANAGER. 1H11`/"METALLIC FLEX WITH PULLSTRING. PROVIDE NEW ELECTRICAL SERVICE ENTRANCE CONDUCTORS, WEATHER HEAD AND RISER ON EXISTING RISER POLE. COORDINATE TERMINATION REQUIREMENTS WITH UTILITY COMPANY (LOCAL UTILITY C0.1. THE COST ASSOCIATED WITH METER AND CT'S SHALL BE THE RESPONSIBILITY OF ALAMOSA PCS. COORDINATE REQUIREMENTS WITH (LOCAL UTILITY COJ 14, 200 AMP CAPACITY. (IF NECESSARY) NEW ELECTRICAL SERVICE METER. NEW METER AND CT'5 TO BE PROVIDED BY UTILITY COMPANY (LOCAL UTILITY C0.). THE COST ASSOCIATED WITH METER AND CT'S SHALL BE THE RESPONSIBILITY OF ALAMOSA PCS. COORDINATE REQUIREMENTS WITH (LOCAL UTILITY CD.), lA, 200 AMP CAPACITY. IN) ]'LO/?_40V, 200A/2P, FPC WiTFI INTEGRAL BRANCI I PANEL "A" FUSED MAIN DISCONNEC T, MANUAL TRANSFER/GISCONNECT SWITCHES, MOUNTED ON RACK, PORTABLE GENERATOR RECEPT„ B TELCO SQUARE D, D329NBR- GFIRECEPT.O.F,C.I. SQUARE D,LITE 5223A 1PHASE, CONTACTOR FURNISH ~ 3 WIRE-CONTRACTOR FURNISH AND INSTALL AND INSTALL 2 7 N GENERATOR ~ RECEPTACLE SURGE POWER AND TELCD CONDUIT XFER SWITCH ARRESTOR TO EQUIPMEIV I. (CiiNDUC T OF? AND CONNECTION BY iJTiIEIFS) 6ARE TINNEC COPPER WIRE G ~ r4 AWG IN PANEL TELCO FLEX CONDUIT A PANEL V GROUND TO EXIST ING GROUND RING TYP.OR 2 / / PER UTILITY REG, GP,ADE ~ BARE TINNED COPPER WIRE ~2 AWG IN FLEX CONDUIT 2 TO GROUND R00 6ARE TINNED COPPER WIRE *2 AWG IN O FLEX CONDUIT GROUND TO GROUND RING USING EXOTHERMIC VdELO PROCESS TO POWER SOURCE EEECTRICAE RISER DIAGRAM NOT TO SCALE PRELI~IIf~ARY NOT FOR ~~~~~~~~ ~ ~~(~ ~ `CONTRACTOR SHALL REFERENCE SPRINT $TANGAR", DATE 6120/~~'~~ L D SPECIFICATIQNS ~ ~ : N CHAR OF I GE E S OH WIRE TELLCOMMUNIer.,TtGN roWERS, DESIGNED: CKB DRAWN: CKB CHECKED: CKB PREPARED FORo PREPARED BY; ~~~ (A ~,'~~/ A~R''',A CO~_~ GC'ATOr\I ~ DD ~ ~S SITE T~Oo MLO~A! 090-A • r R~MAKER ~ 475 ~ , ~ ~ , ~ ~ ~ OJI TY POAD A NKQSN ~ t O 1'I CATE: _ X ~ y ~ U ~ o .~ , ~ ~/~~/~~a~ ITISAWIOLAT[ONOFLAti`FORANYPE(~9N;7NLESSTh`E;AREACTINO ~ PERSONAL COMMUNICATIONS SERVICE '" ~~""~~I"'jI'Y~° ,-, ONDER THE DIRECTION OFA L[CENSED PFtOFES~SONAi. ENGINEER TO A1.TEft THISDOar1,~'nF.ur'lay:aSexPLtC[T;.YHGt~EDTO>3Y'rI~EEUC)uRSRiN ~ 1 06/20/06 PRELIMIN ARY DRAWINGS SENT CKB ]12DDalIe~Street,SaukCity,Wisconsin 53583 ' ` FILE NO. WRITING,TxeRNGmeEeDlscLnlMSALLLFna1LIET~sea~TEDU~THTeE REL'SE,ALT'ERATIONOfi.MOD[FICATSOJ`OFTNECOtSTE?~'I'5hERETN. N0. DATE REVISIONS (NIT Uoica:WR-543100 F¢x:WB•643-7949 ~c~ww.r3makeicom - ~- ~Z~~ PANEL "A"(PPC) 200A, MAIN, 240Y/120V. 1m, 3W, 60HZ 10,000 AIC €MIN) BTS EQUIPMENT 50 1 7 60 SURGE SUPPRESSER BTS EQUIPMENT 2P 2 8 2P SURGE SUPPRESSER SPACE 3 9 SPACE SPACE 4 10 SPACE LIGHT 15 5 IS 1D TELCO GFI FAN 10 6 12 IS HEATER is ~~ I 0 I a I 0 t i ~ in io I~ y L I L` I ~ IW IN IW N m I A I i C i I ~ l N 1 Q I ~ I ~ is le i 0 I ~ I ~ i- I/ a I b Ij IN IN O O I ~ 1 E d I ~ I~ IN N I~ 10 I d I ~ N ( _ - BTS CABINET ANTENNA CABLE FROM ANTENNA NDTE:OD NDT INSTALL CABLE GROUND KIT Afi A BEND WEATHERPROOFING KIT AND ALWAYS DIRECT CROUNp WIRE DON~I°I TO LIG° (AF/CI) RX CABLE GROUND KIT (AF/CI) "5 AN'G STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND SARI TX/RX (STANDARD GROUNDING KIT) WEAiNERPRCIDFING KIT (AF/CI) CO~Iw~CTION OF CABLE GROUND TO GPS ANTEI~I~A CABLE ~-KOPR SFiIELD BETWEEN NOT TO SCALE coax AND cRauND KIr coNNECroR wFATHERPROOFINc KIT c7YF,) (AF/CI) STANDARD GROUND KiT (TYF,) (AF/CI) 4 -ANTENNA CABLE TC I CABLE TRAP (TYPJ I I Xi 4i V N) '°6 f;WG i I BTS CABINET USE Y,CPR SHIELD ON BARE COPPER COAX OUTER CONDUCTOR FRIOR TO } INSTALLATION OF GRDLINC KIT --UGB GROUNC BAR NEWTON, ~ SIMILAR TO MOUNTED NEAR/ ANTENNA CABLE ~~ UPFER COAX PORT WEATHERPROOFING KIT xc AWG GREEN (AF/CD TO ANTENNA FROM ANTENNA FRAMC SUPPORT CABLE GROUNC KIT (AF/CI: a6 AWG STRANDED COPPER GROUNC WIRE (GROUNDED TO GROUND BAR) ~2 AWG GREEN INSULATED TO INTERA4=CIATC ~' OR LOWER TOWER GROUND BAR (STANDARD GROUNDING KIT1 NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND ANO ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR, MINIMUM BEND RADIUS: 12" CONNECTI0~1 OF GROUC~ID WIRES TO TOR GRO~i~E CHAR (~.~GB~ NOT TC SCALE GO~J~lECT101~ OF CABLE GROUND KIT TO A~TEI~I~A CABLE NOT TO SCALE PRELIMINARY NOT FOR CONSTRUCTION ~ coNTRACrca sRAEL REFERENCE sPR!NT sTA~dCARD ~ DETAILS AND sPECiFicATION~ DATE: 6/2Of2O06 IN CHARGE OF FoR w;RELEss I IELEGCMMUN(CATION TOWERS, DESIGNED: CKB DRAWN: CKB H K °CKB C EC ED. PREPARED FOR: PREPARED BYo ~ T ~ ~A A. A~RIA~ 0 0~'ATIODI ~ilE No~r~LOaALO9o-A vDD'~ ~ ~SCL_~~ ~ ~ ~ ~ ~ v ~ f C , ~ ~, ~ ~ , ~ ~ DATE: C~AMAKE~ .,47~ ,CUNT I ROAD ~9 O~N~,O.,L-L, ~ill~ ~ ~ X11 oi~oi?ooo & ASSOCIATES INC. _ ITISnYIOUmIDr40FtJtwrro~nmP>:~v~,e~Tx~tnr~ACTINC ~ PERSONAL COMMUNICATIONS SERVICE ' r- UNDERTHED7RECTtONOI'AL[CGNSE-PROFE"aS10NALE'NGiNEER TO ALTER ~ `\ FILE NC. TH[S DOCGMENT. UNLESS G'XPIJCITLY kGREC-T(1 BYTHE ENGINGGR IN ~ 06/20/06 PRELIMINARY DRAWINGS SENT CKB 1121)Dfll1A1 S1CeCt, SBlll: Ctty, w1500051U 53$$3 ~ wBrnNC,T~errc~Neee~~scLninTSx~uneiLiTVAvs~InTeowlTNTeL Voice.6D8-643-410D Fa~:l~8-643-7999 ~~~~ r~eosE,wLTSeaT[ohoxMOOIeICa.T;oNOFTRSCO?vTE~TS1~exelN. N0. DATE REVISIONS INIT www.r~makeccom