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HomeMy WebLinkAbout10 Old Hyannis Road - 05 - Tank Elevation & NotesSCALEaaXX W:\SPRINT\7472\CAPECOD\73\RBA663LC5.DWG 77'± RAD. CENTER FOR - SPRINT ANTENNAS (TYP.) CABLE RUN TO BE ATTACHED TO EXISTING OVERFLOW PIPEW SPRINT EQUIPMENT ON FRAME WITHIN FENCED AREA SPRINT ICE BRIDGE---\ 6/15/99 P.JS SPRINT COMMUNICATION ANTENNAS ON MOUNTING ASSEMBLY (TYP. FOR 3) SUPPORT POST + BRACKET - FOR 27" CHANNEL (3-9") PART #802225 (PIROD INC OR EQUAL) CUT POST LENGTH TO SUIT BY REMOVING UNCAPPED END 27" ICE BRIDGE 3-9" CHANNEL x10' PART124470 PIROD INC. OR EQUAL CUT ICE RIDGE CHANNEL LENGTH TO SU T (SEE NOTE) HANGER BRACKET TYPE DOUBLE' LEVEL CHANNEL/27" BRIDGE PART #802257 (PIROD INC OR EQUAL) MAXIMUM CABLE SPAN = 3'-0 TYP 1g2 AWG BCW TO EQUIPMENT GROUND RING CONC PIER SEE DET ,/ PROPOSED FIBERGLASS GRATING SCREEN WALL BY PACIFIC CELL SITE SYSTEMS, INC. (OWNER APPROVED, COLOR TO MATCH EXISTING) EXIST. 102± DIA. WATER TANK F-71WATER TANK SCHEMATIC NTS 2' -0 - MAX FIN. EXIST. FLOW PIPE SECTOR 3 280 - ACCESS HATCH (TYP) BENCH MARKI• •z wr w,oM" MT or •IIER TIMI E " 124.0 ANDREW HANGER BLOX MOUNTING KIT TYPE 242070-2 OR EQUAL W/SS WRAPLOCK INSTALLATION & SPACING PER MFR RECOMMENDATION liyCONTRACTOR FOR INSTALLLAPONOF ICED ASPHALTVE BR DGEP ER (2 LOC., TYP.) NG ELEVATION ANTENNA CABLE. ---J BENDING RADIUS PER MANUFACTURER'S NOTES : STANDARDS 1. WHEN USING PIROD COMPONENTS AS SHOWN IN STANDARD DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 19 FEET FOR 20 FEET BRIDGE CHANNEL OR 9 FEET FOR 10 FEET BRIDGE CHANNEL 2. WHEN USING PIROD COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE SPLICE SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. 3. WHEN USING PIROD COMPONENTS, SUPPORT SHOULD BE PROVIDED AS CLOSE AS POSSIBLE TO THE ENDS OF ICE BRIDGES, WITH A MAXIMUM CANTIIJVER DISTANCE OF 2 FEET FROM THE SUPPORT TO THE FREE END OF THE ICE BRIDGE. 4. CUT BRIDGE CHANNEL SECTIONS SHOULD HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE THE EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT, FINISH. 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM MANUFACTURERS OTHER THAN PIROD, PROVIDED THE MANUFACTURER'S INSTALLATION GUIDELINES ARE FOLLOWED. 6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE MANUFACTURER'S APPROVAL. 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS SHOWN ON SITE SPECIFIC DRAB?NGS OR STANDARD DETAILS 110' DIA. STEEL WATER TANK 0 N S�G�O Pti �P60 010 F-71 ANTENNA PLAN NO SCALE SECTION GENERAL NOTES STRUCTURAL I NOTES CABLE SIZE 1. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC NUMBER TYPE NUMBER AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL 1/2" "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL 915659 5" DISCREPANCIES REPORTED TO THE ENGINEER. 810921-001 STEEL FOR BUILDINGS". 10" 2. DO NOT CHANGE SIZE NOR SPACING OF STRUCTURAL ELEMENTS. 2. ALL INTERIOR STRUCTURAL STEEL USED SHALL BE, WHEN DELIVERED, FINISHED 1 5/8" 3. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS 20" WITH ONE COAT FABRICATOR'S NON -LEAD, RED OXIDE PRIMER. PRIMING SHALL BE UNLESS OTHERWISE NOTED. PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. 4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL DINGS, SCRAPES, MARS, AND WELDS IN THE PRIMED AREAS SHALL BE REPAIRED BY FIELD TOUCH-UP PRIOR TO COMPLETION OF THE WORk. 5. BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. 3. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH SPECIFICATION ASTM A36 UNLESS OTHERWISE NOTED. GALVANIZING SHALL BE PER=ORMED AFTER SHOP DFABRICATION 6. DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, TO THE GREATEST EXTENT POSSIBLE. ALL DINGS, SCRAPES, MARS, AND VENTS, ETC. BEFORE COMMENCING WORK. WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED BY'FIELD TOUCH-UP PRIOR TO 7. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING COMPLETION OF THE WORK. .l MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL 4. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL. SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. 8. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, 5. CONNECTIONS: AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. A. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES A'IE NOT SHOWN, DESIGN DATA PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL 1. LIVE LOADS CONSTRUCTION 9TH EDITION. AT THE COMPLETION OF WELDIP,G, ALL DAMAGE WIND LOADS: PER EIA/TIA F-222 TO GALVANIZED COATING SHALL BE REPAIRED. ICE LOADS: 1/2" RADIAL ON ALL COMPONENTS & CABLE S. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS SNOW LOAD: PER MASSACHUSETTS STATE BLDG CODE (3/4" DIA) AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS VOTED OTHERWISE. SEISMIC LOADS: PER MASSACHUSETTS STATE BLDG CODE C. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. 2. DEAD LOADS GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. BATTERY BACKUP CABINET (60EC) 2880# D. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND POWER CABINET (66EC) 1600# APPROVAL BY ENGINEER. GROWTH CABINETS 750# CONCRETE NOTES PCS CDMA MINICELL CABINET 775# PCS ENHANCED CDMA MINICELL CABINET 850# 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM WIREWAY 40# TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, ANTENNA SUPPORT BRACKET NOTES "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"; 1. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY TO PLACING CONCRETE. OF THE MANUFACTURER. MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS, 3. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (±1.5%) WITH DESIGN LOADS, AND ALL OTHER PERTINENT DATA. ALL SUBMISSIONS SHALL BEAR A MAXIMUM 4" SLUMP, AND HAVE A MINIMUM 28 -DAY COMPRESSIVE THE STAMP AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE STRENGTH OF 3000 PSI UNLESS OTHERWISE NOTED. THE WORK IS BEING PERFORMED. 2. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL 4. MAXIMUM AGGREGATE SIZE SHALL BE 1". C ANTENNAS COAXIAL CABLES AS SHOWN. 5. THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT: ASTM C 150, TYPE I REINFORCEMENT: ASTM A 185 NORMAL WEIGHT AGGREGATE: ASTM C 33 WATER: DRINKABLE ADMIXTURES: NON -CHLORIDE CONTAINING 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO. 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FCR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ........ 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER..................................2 IN. #5 AND SMALLER & WWF ...................1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: OR CABLE HANGER SLAB AND WALL.................................3/4 IN. EE TABLE BELOW BEAMS AND COLUMNS ........................1 1/2 IN. CS/GPS ANTENNA 9. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, LINO, ABLES-ARRANGEMENT IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. Y CONTRACTOR. NOMINAL CABLE CABLEWAVE MANUF. MIN. CABLE SIZE TYPE CABLE HANGER BEND RADIUS NUMBER TYPE NUMBER 1/2" 810918-001 915659 5" 7/8" 810921-001 915660 10" 1 1/4" 810916-001 915594 15" 1 5/8" 810920-001 915661 20" 10. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,.SHALL BE PER MANUFACTURES WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATi6N FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. 11. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 12. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI -301. 13. DO NOT WELD OR TACKWELD REINFORCING STEEL. 14 ALL DOWELS ANCHOR BOLTS EMBEDDED STEEL E ECTRIC N L AL CO DUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. I 15. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. 16. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REO'JIRED. 17. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHU'ES OR FORMWORK. 18. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. 20. FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. REQUIRE ENGINEERING APPROVAL. ICE BRIDGE 7gg NTS - CH CLOUGH, HARBOUR YARMOUTH, PROSPECT HILL WATER TANK Sprint Spectrum, LP SHOFq Sprint Spectrum, LP & ASSOCIATES LLP CROSSROADS CORPORATE Bi, ISSUED FOR CONSTRUCTION R,n se 2uK � ae ` DRAWING COPYRIGHT ENGINEERS, SURVEYORS, PLANNERS - YARMOUTH WATER DEPT. 1 INTERNATIONAL BOULEVARD SUITE 800 ' '� © lees S, LANDSCAPE ARCHITECTS 6 21 ISSUED FOR PN R,Is se MUK y TANK ELEVATION AND NOTES 171 PARK AVENUE - WEST SPRINGFIELD, MA - 01090 OLD HYANNIS ROAD/ PROSPECT HILL MAHWAH, NEW JERSEY 07495 �9 P.O. BOX AV 413-746-0796 YARMOUTH, MA. 02664 t A FFG PNa �a BOSTON MTA N0. DATE REVISIONS BY CTR ��NALE G� JOB NO. DRAWING NUMBER REV SITE NO.: BS23XC663B2 SCALE NTS DESIGNED se DRAWN Ras RBA663C5 1 CHA Project No. 7472-73 C71 4 3 22 X 34 D SIZE M A