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HomeMy WebLinkAbout300 REMINGTON STREET CLEARWIRE D M A PLAZA - Filed T-TELECOMMUNICATION PLANS - 2011-05-09• ciearw re' SITE NAME DMA PLAZA SITE NUMBER COmDEN00041AGGPOP4 SITE TYPE: ROOFTOP ZONING MAP -- � ---------- E -t I OAK I I I I I I I I I I i I t t t I i I 1 I I I t I I I I I I I ZONED: DowNrowly E. 0 ST. VICINITY MAP yy"Zz­ e�:.aJ 'r.=�,xa �ii ';l; .... •r! '.rn'.,°z '�+"� s;�.a: W.„, �.i xsc!' 'rilq'.m, •.. - 11 �' - ,':,�- :zr a ,-. ,.,.,J q..I � � 9~N1�i3ffii '' �� ` •• P'.wxv..+'d,..4^^Y r^. �..:.i� .� ... u�Y1•... �. x3.f: �'y�3""tYti...++.. i�. `��•�� �v.niP..vr 1' _L �9.a.� .::� L�{[�J.'rw.�. �. �� .�. _ ,4 !�Y H>!Af .a'Y.Y:ZRfSI- 7 �:n .4+� ,".�� max. ,i�'_. .�� �.•Y e � �:'` _ ±,4 e .}'aW,i..� 't.��r?�sJ q '3 -: ..-, a- •:, G' �'�.�'.'�'brClr..^,<... ill CONSULTING TEAM A&E FIRM: ZUMA CONSULTANTS INC. 3911 W 25TH AVE DENVER, CO 80212 P: (303) 325-5606 F. (303) 325-5629 CONTACT: KHRISTOPHER SC07T PE PROJECT SUMMARY SITE ADDRESS: 300 REMfNGTON ST FORT COLLINS, CO 80524 APPLICANT: CLF4RWIRE WIRELESS BROADBAND 4400 CARILLON POINT KIRKLAND, WA 98033 7EL• (425) 216-7600 FAX: (425) 216-7900 SITE DEVELOPMENT: ADVANCED INTEGRATED SERVICES, INC 12482 EMERSON OR. SUITE A BRIGHTON, MI 48116 CONTACT: TROY WILLIAMS 405-833-2040 CONSTRUCTION MANAGER: B. WAMUN 303-618-3202 NDCM APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBE HERIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY LOCAL BUILDING DEPARTMENTS AND THEY MAY IMPOSE CHANGES OR MODIFICATIONS. TITLE SIGNATURE DATE CW SITE ACQ. MGR. CW ZONING MGR. CW RF ENGINEER CW BACKHAUL ENGINEER CW CONST. MGR. PROPERTY OWNER PROJECT. DESCRIPTION: NEW `NON —INHABITABLE" TELECOMMUNICATIONS SITE CONSISTING OF A PLACING PANEL ANTENNAS AND DISH ANTENNAS ON THE ROOF WITH AN EQUIPMENT CABINET. PROJECT DATA: NATIONAL ELECTRICAL CODE 2008 EDITION INTERNATIONAL BUILDING CODE 2009 EDITION INIERNA710NAL MECHANICAL CODE 2006 EDITION SHEET INDEX SHEET DESCRIPTION Ti TITLE PAGE, VlCINl1Y MAP do GENERAL INFO. Al ROOF PLAN A2 ELEVATIONS A3 DETAILS do NOTES A4 MATERIALS UST Si STRUCTURAL DETAILS El ELECTRICAL ONE —LINE, DETAILS do NOTES E2 ELECTRICAL/GROUNDING PLAN do NOTES E3 GROUNDING DETAILS dearWrep WIRELESS BROADBAND 4400 CARILLON POINT KIRKLAND, WA 98033 TEL: (425) 216-7600 FAX: (425) 21 s-7900 . T INFORMATION: DMA PLAZA DEN0004AGGPQP4 300 RE INGTON ST FORT COLLINS, CO 80524 NT ISSUE DATE: 4/26/10 � cna• CONSTRUCTION EV.:=DATE:=^.WCRIPTION: Qj 2/19/10 PRELIM ZONING IKS) ® 3/3/10 ZONING KS ® 3/17/10 REV ZONING KS © 4/22/10 REV ZONING KS ® 4/26/10 PRELIM CONST KS 0 0 Zuma xC, Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 KS KR I KS TITLE PAGE, VICINITY MAP & GENERAL INFO. SCALES SEf FOR A 24'z36' 'D' SIZE SiIEET MAIN ROOF LEVEL NEW CLEARWIRE CONDUIT RUN TO ANTENNAS I 1 . NEW CLEARWIRE 1 EXEQUIPMENT LEASE AREA (300 SO AREA AND SCREEN j WALL BY OTHERS EX. PANEL ANTENNA BY OTHERS. TYP. 24" DISH AZ. 276.20' 1 c NEW CLEARWIRE 1 EQUIPMENT CABINET] NEW CLEARWIRE (BEHIND SCREEN ; ELECTRICAL RUN TO AZ. 240' Wes) 1 EX. TRANSFORMER AT EX. PENTHOUSE 20'-O" GRADE ROOF 15'-0" E E E E 1 NEW CLEARWIRE 24" DISH 1 W GPS ANTENNA AZ. 198.06' -- -- . 0 I o r. NEW CLEARWIRE DISH ANTENNA. TYP. (PAINT TO 48" DISH"NEW MATCH EXISTING) AZ. 179.85'\—EX. PANEL m ANTENNA BY OTHERS, TYP. CLEARWIRE 1' 2" AZ. 12REEN WALL TO TCH EXISTING AZ,DISH �-- NEW CLEARWIRE PANEL 11 ANTENNA AND RF HEAD (BEHIND SCREEN WALL) f NEW CLEARWIRE 1 DISH ANTENNA. TYP. (PAINT TO MATCH EXISTING) u 136'-8 1 /2" EX. EQUIPMENT AREA AND SCREEN WALL BY OTHERS MAIN ROOF LEVEL IX. COAX TRAY BY OTHERS • EX. PANEL ANTENNA BY OTHERS, TYP. NEW CLEARWIRE PANEL ANTENNA A RF HEAD (PAINT TO MATCH EXISTING) Ex. PANEL ANTENNA AND SCREEN WALL BY OTHERS, TYP. MZ -y clea rw re WIRELESS BROADBAND 4400 CARILLON POINT KIRKLAND, WA 98033 TEU (425) 216-7600 FAX: (425) 216-7900 DMA PLAZA DEN0004/AGGPOP4 300 RE INGTON ST FORT COLLINS, CO 80524 ISSUE 4/26/10 CONSTRUCTION EV.:= © ATE:=====�DESCRIPTION: 2/19/10 PRELIM ZONING KS ® 3/3/10 ZONING KS ® 3/17/10 REV ZONING KS 4/22/10 REV ZONING KS 0 0 rKr.rAKW dT Zuma CI xConsultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 ROOF PLAN 59 O� 1 N N (Pj NEW GPS ANTENNA 1-5/8" UNI—STRUT (6" LONG, ATTACH TO WALL OR PIPE WITH (2) SUITABLE ANCHORS), TYP. 3 UNI—STRUT PIPE ANTENNA PIPE TO GROUND ANTENNA CABLE RE ~Ea �3 iN NT5 f EAST ELEVATION s• o 102 20• 30• j 3/32' _ 1'-0' SCALE 3/32 1•-0• 5'-9 1 /2" rl FRONT VIEW BACK SIMILAR SIDE VIEW TYP. SIMILAR IAN . f j, T.O. PENTHOUSE Y ELEV. 115'-3" T.O. ANTENNA ELEV. 105'-0 T.Q. ROOF ELEV. 98'-3" FIN. FLR. ELEV. 0'- EX. PENTHOUSE NEW CLEARWIRE DISH ANTENNA, TYP. (PAINT TO MATCH EXISTING) v C.L. ANTENNA ELEV. 112'-0" 6'-0" EX. PANEL ANTENNA BY OTHERS, TYP. 3132" _ I,_0" CLEARWIRE PANEL ANTENNA AND RF HEAD (PAINT TO MATCH EXISTING) ■fC-7 dearw're* WIRELESS BROADBAND 4400 CARILLON POINT KIRKUWD, WA 98033 TEL• (425) 216-7600 FAX: (425) 216-7900 U INFORMATION: DMA PLAZA DEN0004/AGGPOP4 300 RE INGTON ST FORT COLLINS, CO 80524 NT ISSUE DATE: 4/26/10 1 FAA• CONSTRUCTION .:=DI1TE © 2/19/10 ESCRiPTION: PRELIM ZONING KS ® 3/3/10 ZONING KS ® 3/17/10 REV ZONING KS ® 4/22/10 REV ZONING KS 0 :4:,3J_:4aI Zuma CI Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 KS I KR ELEVATIONS A2 W Cc 1 a" 2" SCH 40 PIPE CANTILEVER WALL MOUNT BRACKET (SITE PRO P/N: SP 250-6) 5/8" EXPANSION ANCHOR, 2 PER BRACKET, TYP. CLEARWIRE ANTENNA, BRACKETS, AND HARDWARE EX. ... .. 1 5/8" UNISTRUT 0 4' O.C. 12" LONG _ NEW CONDUIT (ATTACH TO BRACKET W/STANDARD HANGER), TYP. MOUNTING SURFACE 10"t, TYP. 1/4" SLEEVE ANCHOR (CONCRETE) 3/16" SELF —TAPPING (STEEL) 3/16" LAG SCREW (TIMBER), TYP. COACM AAOL rT DETAL 01 1 1-112" _ ATTACH EMT TO UNISTRUT W/ STANDARD HANGERS CONDUIT SUPPORT 04'O.C. 4"X4"X16" 1-5/8" UNISTRUT -- CONCRETE BLOCK 0 EXISTING GROUND/ROOF �--1 /4" EXP. ANCHOR PROVIDE APPROVED ROOF PAD FOR ROOF APPLICATIONS 1-1120 _ 1.-p* 1 n 2" SCH 40 PIPE CLEARWIRE ANTENNA, BRACKETS, AND HARDWARE CANTILEVER WALL MOUNT BRACKET (SITE PRO P/N: SP 250-6) MATCH PANEL ANTENNA MOUNT ATTACHMFX DES 5'-9 1 /2" PLAN VIEW 5 4 FRONT VIEW SIDE VIEW BACK SIMILAR TYP. SIMILAR SrIFE NOTES: 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING do EXCAVATION. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER. WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES. 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. CONSTRUCTION NOTES: 1. FIELD VERIFICATION: SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, NEW ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE INSTALLED. 2. COORDINATION OF WORK: SUBCONTRACTOR SHOULD COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. 3. CABLE LADDER RACK: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. 4. GRAVEL SURFACE IN AREAS OF COMPOUND THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO ORIGINAL CONDITION BY SUBCONTRACTOR. 5. ALL WORK TO BE PERFORMED BY THE SUBCONTRACTOR UNLESS OTHERWISE NOTED. Y2.9 ciearw*re' WIRELESS BROADBAND 4400 CARILLON POINT KIRKLAND, WA 98033 TEL:- (425) 216-7600 FAX: (425) 216-7900 DMA PLAZA DEN000AGGPOP4 300 REMINGTON ST FORT COLLINS, CO 80524 ISSUE 4/26/10 CONSTRUCTION �- 1 9 N ���ONMI m_ ■ M_ ■ En Zuma CI Consultants,. Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 KS D ETAI LS & NOTES f� SMM SET FOR A 2exW V SIZE SHEET A3 I EQUIPMENT SPECIFICATIONS ANTENNA TOWER BTS GPS PARABOLIC ANTENNAS PARABOLIC ANTENNAS TRANSMIT OR RECEIVE TX/RX TX/RX RX TX/RX TX/RX MANUFACTURER POWERWAVE HUAWEI TRIMBLE ACUTIME RADIOWAVES ANDREW TYPES OF ANTENNAS PANEL BTS N/A PARABOLIC ANTENNAS PARABOLIC ANTENNAS MODEL # P65-18—XXW2—RR DBS3900 2000 HP2-23 P2F-52 ANTENNA WEIGHT (PER ANTENNA) 12 LBS 47 LBS 12.8 OZ 27 LBS 18.7 LBS ANTENNA DIMENSIONS (HxWxD) 48003"0" 14"x4.7"x18.9" 6"05" 2' DIA. 24.1" DIA. X 8.2" MOUNT TYPE BRACKET ATTACHED TO ANTENNAS N/A 2"X54" PIPE 2"X54" PIPE MOUNT WEIGHT 5 LBS N/A N/A APPROX. 10 LBS APPROX. 10 LBS TX FREQUENCY 2300-2690 MHZ N/A N/A 22075-23275 MHZ 5775 MHZ RX FREQUENCY 2300-2690 MHZ N/A 1575.42 MHZ 22075-23275 MHZ 5775 MHZ ERP (WATTS) — 2 N/A 100 WATTS 100 WATTS ANTENNA GAIN 18.0 DBI N/A N/A 40 DBI 29 DBI # OF LINES PER ANTENNA 1 N/A 1 1 1 LINE TYPE ETHERNET N/A ETHERNET LINE DIAMETER 5/16" N/A 5/16" 5/16N 5/16" GROUND CABINET SPECS MODEL DDB UNUMI TED — DDB54 CABINET 54"x25"x25" ELECTRICAL 240 VAC, 40A MAIN, 25A AVG. CONSUMP. STANDARD RACK SPACE FOR COLOCA71ON IN EX. SHELTER 1 V WIDE 25" DEEP INCLUDES (+12" FROM CABLES BUT FRONT RAIL, —13" FROM FRONT RAIL NOT ACCESS SPACE 45U RACK SPACE — A STANDARD 7' RACK SECTOR COLORED BANDS NUMBER OF BANDS NORTH RED 1 EAST BLUE 2 SOUTH WHITE 3 WEST GREEN 4 ANTENNA SECTOR NAMING ANTENNAS IN THIS RANGE SHALL BE CONSIDERED WEST THIS IN m ANTENNAS Its THIS RANGE SHALL BE CONSIDERED SOUTH ANTENNAS IN THIS RANGE SHALL BE CONSIDERED EAST FIBER/POWER CABLES (4) STRANDS MULTIMODE FIBER OPTICS CABLE SPECS PANEL ANTENNA TO TOWER BTS: TYPE: ANDREW 1/2" HELIAX LDF-4 TOWER BTS TO CABINET: TYPE: NEXTNET POWER/ETHERNET CABLE P/N 597-6013—OX BATTERIES MQ 1800, QTY 4 1 PANEL ANTENNA COAX JUMPER f'Tff POWER FIBER GPS ANTENNA SFX 500 1/2" COAX ETHERNET CABLE DC POWER CABLE ETHERNET SWITCH N7S CABLE EQUIPMENT DISTANCE CABLE MANUFACTURER CABLE PART # TESSCO PART # REDLINE UP TO 200' BELDIN BELDIN 7916 496590 REDLINE 201'-350' BELDIN BELDIN RG-11 87714 BTS DRAGONWAVE 0'-100' TIMES FIBER TIMES FIBER 59520 DRAGONWAVE 101'-200' TIMES FIBER TIMES FIBER 86672 DRAGONWAVE 201'-300' TIMES FIBER TIMES FIBER 19242 ORTHOGON UP TO 500 BELDIN BELDIN 7919 CAT 5 433685 CONNECTORS EQUIPMENT DISTANCE CONNECTOR MFR CONNECTOR PART # TESSCO PART # REDUNE UP TO 200' RF CONNECTORS 1402-08 44642 REDUNE: 201'-350' PICO MACON F-11-001 468462 DRAGONWAVE 0'-100s TIMES FIBER EZ 400 NMH 83643 DRAGONWAVE 101'-200' TIMES FIBER EZ 600 NMH-D 480716 DRAGONWAVE 201-300 TIMES FIBER EZ 900 NMC-2 444111 ORTHOGON UP TO 5001 EMERSON 32-2098UL 441602 GROUNDING KITS EQUIPMENT DISTANCE CONNECTOR MFR CONNECTOR PART # TESSCO PART # DRAGONWAVE 0' TO 100' TIMES FIBER 1IMGK-S400T 12155 DRAGONWAVE 101'-200' TIMES FIBER TIMGK-S600T 99716 DRAGONWAVE 201'-300' TIMES FIBER 711MK-S900T 93598 MISC EQUIPMENT DISTANCE CABLE MFR CABLE PART # TESSCO PART # DRAGONWAVE TIMES FIBER HG-400T 63006 DRAGONWAVE HG-600T 47601 DRAGONWAVE HG-900T 15381 DRAGONWAVE HANGER LMR 400 33950 DRAGONWAVE HANGER LMR 600 439809 DRAGONWAVE HANGER LMR 900 472811 DRAGONWAVE HARDWARE FOR 33950 83624 NEW GPS ANTENNA 1-5/8" UNI-STRUT (6" LONG, ATTACH TO WALL OR PIPE WITH (2) SUITABLE ANCHORS), TYP. UNI-STRUT PIPE 2 ANTENNA PIPE TO GROUND ANTENNA CABLE ram MZ-9 dearw*re* WIRELESS BROADBAND 4400 CARILLON POINT KIRKLAND, WA 98033 TEL: (425) 216-7600 FAX: (425) 216-7900 CT INFORMATION: DMA PLAZA DEN0004/AGGPOP4 300 RE INGTON ST FORT COLLINS, CO 80524 NT ISSUE DATE: 4/26/10 i CONSTRUCTION Q 4/26/10 PRELIM CONST KS rRCrAKCu aT Zuma CI Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 KS I KR MATERIALS LIST KS SCALES SET FOR A 2exW "D" SIZE SHEET A4 a Go e 0 C4 17'-1 1 7/A" _ 1'-O` 2-X2"XI/4' FIBERGLASS TUBE STEEL (2- SOUTHERN CORNERS OF PLATFORM ONLY) mfi• • 'r =, • 20X2'Xi 2'X2-X1/4' TUBE STEEL 2-X2`X1/4' TUBE STEEL (CONTINUOUS WALLA AROUND TOP 2'X2-X7/4' TUBE STEEL 1-1/2' 22 GA METAL DECK - TYPE 8 PAINTED W/ 5/8' DIA. WELDS O 8' OC TO POSTS & f10 TEK SCREWS O 18 OC IN SIDE SEAMS. IN AREAS OF ANTENNAS REPLACE WITH STEALTH MATERIAL TO MATCH - ATTACH PER MANUFACTURER 26WAI/4' STEEL ANGLE 10 11 -221 3/$' - 1-0' I' FIBERGLASS TUBE STEEL (2— SOUTHERN OF PLATFORM ONLY) 2'X2'X1/4' TUBE STEEL (CONTINUOUS AROUND TOP OF WALL) PLATF<WJ ELEVATION (SHOMSVE) 1-1/2' 22 GA METAL DECK — TYPE 8 PAINTED W/ 5/8' DW. WELDS O 8' OC TO POSTS & #10 TEK SCREWS O IW OC IN SIDE SEAMS.IN AREAS OF ANTENNAS REPLACE WiTH STEALTH MATERIAL TO MATCH - ATTACH PER MANUFACTURER 2-X2`Xi/4• STEEL ANGLE W 10 i/2` BASE 1 i/4' GUSSET PLATES 5/e' HILTTS EPDXY ANCHORS] U TUBE STEEL 141 �t t* so phim;; Of PLATFORM BASE PLATE 41 5/8' A307 BOLT. TYP. TUBE STEEL 13 N 3/8' x 7' x 5 3/4 STEEL PLATE O I O ' W12—\\W/2 1 1 40. TYP. 1 1 /2-, TYP N W10 r- 3/8" STEEL. PLATE L•7 T-1/2' - 1'--e 2 1 /2', MAX. W10, 1 4 TYP. 5/8" A307 BOLTS AND HARDWARE, TYP. BEAM C;OANVECTiIOIV DETAIL. 1LO- STRUCTURAL NOTES 1.0 GENERAL CONDITIONS 1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO THE IBC 2008 EDITION AND ALL OTHER APPLICABLE STATE CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONFLICT BETWEEN THE CODES, STANDARDS, AND REGULATIONS. SPECIFICATIONS, GENERAL NOTES AND/OR MANUFACTURER'S REQUIREMENTS. USE THE MOST STRINGENT PROVISION. 1.2 IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER, AND THEIR AGENTS, FROM ANY LIABILITY WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS, DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM THE WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. OR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WiTH THE WORK. 1.3 DO NOT SCALE DRAWINGS. 1.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS. 1.5 SUBMIT ONE SEPIA AND TWO PRINTS OF ALL STRUCTURAL SHOP DRAWINGS. MARKED UP SEPIA SHALL BE RETURNED. 1.6 DESIGN LOADS ARE: EQUIPMENT LOAD 500 L.BS WIND SPEED 105 MPH 3 SEC EXP C SEISMIC ZONE 1 SNOW LOAD 30 PSF 2.0 STEEL 2.1 MEET OR EXCEED THE FOLLOWING CODES & STANDARDS (LATEST EDITION) EXCEPT AS NOTED: A. STRUCTURAL STEEL..AISC SPECIFICATION do CODE OF STANDARD PRACTICE —SHAPES AND PLATES..ASTM A572 —PLATES BENT OR COLD FORMED..ASTM A 283, GRADE C —PIPES..ASTM A 53. GRADE B —STRUCTURAL SHEETS, HOT ROLLED..ASTM A 510 —COLD FORMED STEEL TUBING...ASTM A 500 GRADE B —BOLTS, NUTS & WASHERS FOR ANCHOR BOLTS AND SECONDARY CONNECTIONS...ASTM A307 —ALL STEEL SHALL BE HOT —DIPPED GALVANIZED. B. WELDS..AWS E 70XX EXCEPTION IS TAKEN TO AISC CODE OF STANDARD PRACTICE PARAGRAPH 4.2.1 REGARDING OWNERS AND FABRICATOR'S RESPONSIBILITY FOR CONNECTION DESIGN AND DETAILING IS THE CONTRACTORS RESPONSIBILITY. ENGINEER'S REVIEW OF SHOP DRAWINGS IS FOR GENERAL CONSIDERATIONS ONLY AND DOES NOT CONSTITUTE AN ACCEPTANCE OF THESE RESPONSIBILITIES BY THE OWNER AND/OR ENGINEER. 3.0 STANDARDS FOR ALL CONCRETE WORK 3.1 ALL CONCRETE WORK SHALL CONFORM WITH ACI. 318-99 OR LATEST. DETAIL REINFORCING IN CONFORMANCE WITH ACI. SP66-88 OR LATEST. 3.2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR DIAMETERS. 3.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOW ON DRAWINGS. 3.4 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS SHALL BE TiED TOGETHER. 3.5 CURE AFTER FINISHING CONCRETE. KEEP MOIST FOR 7 DAYS AFTER POURING. 3.6 COMPACT STRUCTURAL FiLL 95% PROCTOR DENSITY PRIOR TO PLACING CONCRETE UNDER SLABS. 3.7 1/4' CHAMFER ON ALL CORNERS AND EDGES. 3.8 ALL CONCRETE SHALL BE PORTLAND. TYPE 1 CEMENT WITH A MINIMUM OF 28 DAY STRENGTH OF 3000 PSI., 4' SLUMP AND A MINIMUM AIR ENTRAPMENT OF 4%. 3.9 ALL REINFORCING STEEL SHALL BE GRADE 60. ALL REINFORCING MESH SHALL CONFORM TO ASTM A 185. dearWrep WIRELESS BROADBAND 4400 CARILLON POINT KIRKLAND, WA 98033 TE- (425) 216-7600 FAX: (425) 216-7900 DMA PLAZA DEN000AGGPOP4 300 REMINGTON ST FORT COLLINS, CO 80524 ISSUE DATE 4/26/10 CONSTRUCTION :SATE:DESCRIPTK)N: 0 4/26/10 PRELIM CONST KS 0 0 0 Zuma xC, Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 AWN 8Y: ---CHK.: KS I I j KS STRUCTURAL DETAILS & NOTES SCALES SET FOR A 24'X380 `D' SIZE SHEET si NEW UTILITY/POWER SERVICE 120/24OV, 1 PH, 3W (PROVIDE TRANSFORMER AS REQUIRED PER N.E.C.) 10OA/1 PH DISCONNECT - SWITCH W/ 100A FUSES (NEMA-3R ENCLOSURE PER N.E.C.) METER/DISCONNECT ORDER MAY CHANGE PER LOCAL UTILITY 10 METER PER UTILITY CO. REQUIREMENTS 100A APPL GEN PLUG FOLLOW EX. CONDUIT RUNS DOWN CHASE TO GROUND LEVEL TRANSFORMER (NO NUMBER WAS VISIBLE AT TIME OF WALK.) NEW WIRE AND PVC CONDUIT (SIZE PER N.E.C.) 12 COPPER TO GROUND ROD BOND (GROUND PER N.E.C.) NEW WIRE AND CONDUIT (SIZE PER N.E.C.) GENERAL ELECTRICAL NOTES 1 CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS. AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 2 THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 3 EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, J—BOX, SWITCH BOX, ETC.. IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) 4 ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT 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 AND APPROVED BY UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURERED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, AND NBFU. 5 CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A. 6 ALL CONDUIT ONLY (C.O.) SHALL HAVE 2 NYLON PULLCORDS. 7 ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT 100A/2P MANUAL LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A TRANSFER SWITCH MINIMUM OF 10.000 A.I.C. 8 THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES AND DRAWINGS. LOAD CENTER, 1PH 120/240V 100A MCB, 42KAICRATED 24 POSITION BRANCH BREAKERS 22KAICRATED LOAD PANEL LP-1 RADIO CABINET NEW WIRE AND CONDUIT (SIZE PER N.E.C.) 1. SERVICE POWER TO EQUIPMENT SHALL BE 120/240VAC, 100A, SINGLE PHASE. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS AND UTILITY NOTES ON DRAWING. 3. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. 4. BALANCE LOADS AFTER EQUIPMENT IS INSTALLED. Y NTS PANEL SCHEDULE "LP-1 " RATING: 1201240VO 100A. 10 P B C C B P 0 K I I V V I K 0 DESCRIPTION E R R A A R R E DESCRIPTION CLEARWIRE CABINET 11 2 40 1 6000 0 2 SPACE 3 6000 L21 4 SPACE 16 THWN IN 3/4" C SPACE FOR FUTURE TVSS 1 6 SPACE 8 SPACE _ SPACE 9 10 SPACE SPACE 11 12 SPACE 13 14 SPACE SPACES 23 24 TOTAL WATTS 6000 TOTAL WATTS / PHASES 6000 LCL — 6000W * .25 — 150OW TOTAL WATTS / ALL PHASES 6000 + 1500 — 7500 TOTAL AMPS / ALL PHASES 31.25 MAIN CIRCUIT BREAKERS TO HAVE 42000 A.I.C. MINIMUM, BRANCH BREAKS 22.000 A.I.C. OR AS REQUIRED BY N.F.C. NTS 9 IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES. 10 PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH SECTION NO. 4305 AND NO. 4304 OF THE U.B.C. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM, NO BX OR ROMEX CABLE IS PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 12 GROUND CONDUCTORS SHALL BE #2 AWG SOLID BARE TINNED COPPER FOR BELOW GRADE AND #2 AWG STRANDED GREEN INSULATED COPPER ABOVE GRADE. 13 GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" ROUND AND 8' LONG. COPPERWELD OR APPROVED EQUAL 14 METER SOCKET AMPERES, VOLTAGE. NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS. MANUFACTURED BY SQUARE D COMPANY OR APPROVED EQUAL 15 CONDUIT: o. INTERMEDIATE METALLIC CONDUIT (IMC) SHALL HAVE U.L LABEL FITTINGS SHALL BE WATERTIGHT COMPRESSION TYPE. IMC SHALL BE USED FOR OUTDOOR RUNS. IMC IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3. b. ELECTRICAL METALLIC TUBING (EMT) SHALL HAVE U.L LABEL FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. 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. LENGTH SHALL HAVE FULL SIZE GROUND WIRE. d. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE. 16 ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC NAMEPLATES, BLACK WITH WHITE LETTERING, AND ATTACHED WITH RIVETS. �NDUIT PER PLAN WATERPROOF SEALANT \INLESS STEEL DRAW BAND B. LEAD FLASHING TAL PITCH DAM ISTING ROOF FINISH OF DECK P 1000 FIRESTOPPING z�)rJALANT (U.L. 1479) NTS TRENCH ELECTRICAL CONDUIT (SIZE PER LOCAL UTILITY OR N.E.C.) 4" BEDDING SAND MIN. [�J 12" CLR 18" NEW SURFACE/GROUND COVER TO MATCH EXISTING NEW COMPACTED BACKFILL 90% 77:�7i*6�ii>A UNDISTURBED SOIL WARNING TAPE W/ OPTIONAL TRACE WIRE OPTIONAL TELCO CONDUIT (SIZE PER LOCAL UTILITY OR CLEARWIRE) NTS MZ-9 clearw*re' WIRELESS BROADBAND 4400 CARILLON POINT KIRKLAND, WA 98033 TEL: (425) 216-7600 FAX: (425) 216-7900 ROJECT INFORMATION: DMA PLAZA DEN000AGGPOP4 300 REMINGTON ST FORT COLLINS, CO 80524 CURRENT ISSUE DATE: 4/26/10 SSUED FOR: CONSTRUCTION 0 4/26/10 PRELIM CONST KS 0 0 A YKtYAKtU Zuma Consultants, Inc. xC, . 3911 W. 25th Ave: Denver, CO 80212 P:303-325-5606 F:303-325-5629 ELECTRIC ONE -LINE, DETAILS & NOTES SCALES SET FOR A 2ex38" "IY SIZE SHEET 'SHEET NUMBER.• 0% N 0 UNISTRUT SUPPORT — ATTACH TO EX. WALL 100A METER BASE (UTILITY METER PER LOCAL UTILITY REQUIREMENTS) NEW 100A 24OV, 2PSN, NEMA 311 FUSED SERVICE DISCONNECT DISCONNECT AND METER MAY BE IN REVERSE ORDER PER UTILITY REQUIREMENTS • ELECTRICAL SERVICE IMC RISER K— NEW PVC CONDUIT TO TRANSFORMER i — FINISHED GRADE GROUND NEW ELECTRICAL SERVICE PER N.E.C. NTS NEW CLEARWIRE EQUIPMENT CABINET 11 ELECTRICAL SYMBOLS E E POWER SERVICE RUN GE of OVERHEAD POWER — — — UE— — — UE— UNDERGROUND POWER T T TELEPHONE SERVICE RUN 0T OT OVERHEAD TELEPHONE — — — UT— — — ur— UNDERGROUND TELEPHONE — — — G — — — G — GROUND CONDUCTOR RUN — — GEN GENERATOR POWER BOND CONDUIT SUPPORT POSTS (STING BUILDING OR MAIN COLD PIPE (TYP. 2) NTS NEW CLEARWIRE ELECTRICAL RUN TO EX. TRANSFORMER AT GROUND LEVEL FOLLOW EX. CONDUITS DOWN EX. CHASE. —E E E E r GROUNDING LEGEND SYMBOL I DESCRIPTION E ® GROUND ROD W/ ACCESS ® GROUND ROD (5/8-0 X V-0' LONG) ■ EXOTHERMIC TYPE CONNECTION (CADWELD) COMPRESSION TYPE CONNECTION (2—HOLE LUG). LONG BARREL LUGS, OR DOUBLE CRIMP 'C' CLAMPS ----- #2 AWG SOLID BARE TINNED COPPER WIRE ------- 12 AWG STRANDED BARE COPPER WIRE •—•—•—•—•— #2 AWG GREEN INSULATED STRANDED COPPER WIRE — — — — — — EXISTING GROUND RING E E E E 10 ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION do CONSTRUCTION MAY VARY DUE TO SPECIFIC SITE CONDITIONS. 0 COAX GROUND BARS: EXTEND (2 EACH) #2 TINNED. SOLID BCW FROM BURIED GROUND RING UP TO EACH GROUND do MAKE MECHANICAL CONNECTIONS TO GROUND BARS. Q3 BEFORE ATTACHING A NEW GROUND TO AN EXISTING. CONTRACTOR IS REQUIRED TO PERFORM A GROUND TEST TO DETERMINE IF AMOUNT OF RESISTANCE PRESENT IS WITHIN ALLOWABLE LIMITS (<5 OHMS). NEW SYSTEM MUST BE TIED OFF AT 2 POINTS BY EXOTHERMIC WELD WITH INSPECTION PORTS INSTALLED AT EACH BONDED POINT. A SECOND GROUND TEST IS REQUIRED AFTER INSTALLING NEW GROUND do MUST BE WITHIN ALLOWABLE LIMITS (<5 OHMS). Q4 GROUND ROD SPACING IS 10$—O' MAX. Q THE BURIED GROUND RING CONDUCTORS do TOP OF GROUND RODS SHALL BE BURIED A MINIMUM DEPTH OF 2'-6' BELOW FINISHED GRADE, OR 6' BELOW FROST LINE, WHICHEVER IS DEEPER. 0 THE BURIED GROUND RING CONDUCTORS SHALL BE 12 SOUD BARE TINNED COPPER. Qj PROVIDE 10ft OF GROUND WIRE COILED UP AT TERMINATING LOCATION FOR FUTURE CONNECTIONS TO EQUIPMENT (CABINETS, MONOPOLE. COAX BRIDGE, FENCING. ETC) BEING INSTALLED AT A LATER DATE THAN THE GROUNDING INSTALLATION. Q8 THE #2 AWG GREEN ISCW MAY BE RUN IN THE CABLE TRAY PARALLEL TO COAX CABLE. DO NOT ATTACH OR FASTEN THE GROUND WIRE TO THE COAX CABLE. Al w' n ■1-L — 7 clearw*re' WIRELESS BROADBAND 4400 CARILLON POINT KIRKLAND, WA 98033 TEL• (425) 216-7600 FAX: (425) 216-7900 DMA PLAZA DEN000AGGPOP4 300 REMINGTON ST FORT COWNS. CO 8054 ; 4/26/10 CONSTRUCTION Q 1 "PRELJM CONST ■ ■ ■ YKLVAKLU UT Zuma CI Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 KS I KR I KS ELECTRIC/GROUNDING PLAN & NOTES SCNES SET FOR A 24'x36' V SITE S *LT E2 NTS #2 AWG TINNED COPPER WIRE 12" GROUND BAR, COPPER. #6 GROUND GROUND BAR 0 a 1 : •. a1 r• as . a1 , a1 2 2—HOLE LUG W/ LONG BARREL FOR #6 STRANDED BARE WIRE TO BE NO—OXED AT BOTH ENDS HEAT SHRINK 16 STRANDED LUG TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS 1/2" JUMPER MAIN COAX LINE NTS NTS #6 GROUND GROUND BAR NTS 1/2" JUMPER NOTES: 1. ALL HARDWARE BOLTS. NUTS, do LOCK WASHERS SHALL BE STAINLESS STEEL CONNECTIONS SHALL BE BOLT, LOCK WASHER, BUSS BAR, LUG, do LOCK WASHER, IN THAT ORDER. 2. CONNECTIONS TO STEEL SHALL HAVE A THOMAS BETTIS IDTW DRAGON TOOTH TRANSITION WASHER BETWEEN THE LUG, do THE ORDER OF THE STEEL CONNECTIONS SHALL BE BOLT. LOCK WASHER, STEEL DRAGON TOOTH WASHER, LUG, LOCK WASHER. 3. KOPER SHIELD, ANTIOX, CR NO—OX, OR EQUIVALENT IS TO BE PLACED WHERE ALL DISSIMILAR METALS CONNECT. GROUND BAR -- MAIN COAX LINE GROUNDING CONDUCTOR BURNDY GROUND LUG. SEE TABLE FOR SIZE do MODEL NUT LOCK WASHER-, LOCK WASHER BOLT -BUS BAR LOCK WASHER NTS 1/2" JUMPER clearw re WIRELESS BROADBAND 4400 CARILLON POINT KIRKLAND, WA 98033 TEL• (425) 216-7600 FAX: (425) 216-7900 ROJECT INFORMATION: DMA PLAZA DEN000AGGPOP4 300 REMINGTON ST FORT COLLINS, CO 80524 URRENT ISSUE DATE: 4/26/10 SSUED FOR: CONSTRUCTION EV.:SATE: Q = 4/26/10 DESCRIPTION: PRELIM CONST KS 0 POLYPHASER MAIN COAX LINE M24 Zuma Consultants, Inc. xC, . 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 KS I KR GROUNDING DETAILS '15� SCJI M SET FOR A 24"x36" V SIZE SHEET