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HomeMy WebLinkAboutBP-98-561, SUBMITTALS NOTESGENERAL DATE DESCRIPTION REV. 04-08-98 FOR TELECORP REVIEW 04-30-98 FOR CONSTRUCTION 05-27-98 OWNER COMMENTS 1, THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND 1 LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAS MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE OJECTRANDGS AND OR IMPROVEMENTS INFICATIONS SHALL ACCORDANCE WITH THE CNTENUSE SAID CONTRACTOR FROM COMPLETING THE PR OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE CONSTRUCTION MANAGER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY Y OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. nnnnnnnn nnnnIInnII11lI11nnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnnnnlI O IUUt1llUUul IlluluuUUuuUUI` IullulluUllUUUU 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN.U0 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE AND 0 VERIFY THION OF AT THE BIDS PROJOECTPERFORMING CONSTRUCTED IN ORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS -r Rill ACCORDANCE WITH THE CONTRACT DOCUMENTS. lu m Inn 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK � ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWING/CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/ VENDOR'S SPECIFICATION UNLESS NOTED OT'iERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARE.ICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS %"CH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR P 3! ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. i''Greiner , 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DUR';NG CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2020 K Street, N.W. Suite 310 PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, WASHINGTON, D.C. 20006 OR SMUDGES OF ANY NATURE. p= ''' f ``° �� i i PHONE (800) 883-4391 AS THEY APPLY TO THIS PROJECT.',, FAX, (202) 785 3171 ALL OSHA REQUIREMENTS 13. THE CONTRACTOR SHALL COMPLY WITH 14. THE CONTRACTOR SHALL NOTIFY THE CONS=',C-^_"� !'=','= �'"'- C4� CC RS C'^ CONTRACT DOCUMENTS. THE CONTRACTOR `%C' 731 :R A' OR CONSTRUCT ANY -Z=7'v% WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY THE CONSTRUCTION MANAGER. !U711 mull irg-Ing Elm 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. � fi� ` I� I � 3 x � SEAL: 16. FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED ACCESS NOT REQUIRED). yLTH 17. FACILITY HAS NO PLUMBING. 0 G Ya No. 916189 F CONAL "Tcm1war, Permit Massaciiussetts PE, 1997=10G F JOB NO: 1690465.07 SHEET INDEX PROJECT DESCRIPTION DRAWN: H.s. i'�iAP 'SYMBOLS ANDABBREVIATIONS VICINITYCHECKED: H.M. ADJ AC:2S--BLE MAX MAXIMUM BTS BAS' TRANSMISSION T-1 TITLE SHEET THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT CABINETS. SCALE: APPROX A===CTVATE MECH MECHANICAL STATION CAB CA�'� MFR MANUFACTURER PCS PERSONAL SITE TYPE: EXISTING LATTICE TOWER CO'1",'JN'CATIONS CLG c_ _ �;, MGB MAIN GROUND BAR SERVCIES S-1 PLANS, ELEVATION AND SCHEDULE STRUCTURE HEIGHT: 300 0 1/2 1 2 111111111 CONIC C1% =_ MIN MINIMUM CONT CC's—`. CJS MTL METAL A-1 A.NtNNA NUMBER OF ANTENNAS: 6 GRAPHIC SCALE IN INCHES MARC NO, G CJ CC'S?. TION JOINT NIC NOT IN CONTRACT " ���_�? NTS NOT TO SCALE S-2 STRUCTURAL NOTES, PLANS, SECTIONS, SIZE OF ANTENNAS: 54 x6.1"x2.8 2 DIA - g ANTENNA `rq I DWG ,R= ""„ OC ON CENTERAND DETAILS SIZE OF CABINET(S): POWER: 31"x30"x66" EGB =C "=!'ENT GROUND BAR OPP OPPOSITE S°OT ELEVATION qG EA _AC- SF SQUARE FOOT PRIMARY: 28"x26.5%66"GROWTH: 28"x26.5"x66" TITLE: ELEC __EC CAL SHT SHEET CER;-l:tR_I,,E S-3 EQUIPMENT CABINET SUPPORT DETAILS EL —CV SIM SIMILAR EQ _C„!_ SS STAINLESS STEEL R PLATE 6 r---- EQUIP _C -!'_NT STL STEEL E-1 ELECTRICAL SPECIFICATIONS AND LEGEND TITLE SHEET 6 (E) TOC TOP OF CONCRETE --�- EXT EX C? TOM TOP OF MASONRY NO' DETA°L NU!"BER SQP� �WSITEFF = -_C FLOOR TYP TYPICAL SHT SHEET NU!'BER G- = E-2 GROUNDING DIAGRAM, LEGEND AND DETAIL FF VF VERIFY IN FIELD G-_'�"'� ZED UON UNLESS OTHERWISE NOTED ,,, G GROUND WRE r- ^ GB �-.._ ,� BAR WWF WELDED WIRE FABRIC GC G_'•_= CONTRACTOR W/ WITH COAX'.AL CABLE OWNER APPROVAL HYNIO7A GRND G=C�'„ & AND WHITESPATH TONER _ LG LC', J C AT LLH L`%_.: __� HORIZONTAL 327 �IHITE PA TH RD. SOUTH YARMOUTH, MA SHEET NUMBER: OWNER REPRESENTATIVE DATE T-1 DIRT E ROAD z----------------1\ I I I(E) TCWER I I I I I I 1 140"-0" (E) POLE COM (E) POLE COM (E) POLE COM WHITESPATH ROAD ELECTRIC 33 ELECTRIC ELECTRIC 32- 460/32A PARTIAL SITE PLAN 1 SCALE: N.T.S. S-1 I _ _ t62'-0" (F) R' -n" (HAIN I INK FFN(.F x L—x x x x . x x x--- a ( � C _ _} FEn,,_ TO B� k'2','ED BY 07 -'DRS TELECORP EQUIPMENT LOCATION PLAN r2 TRUE NORTH ANTENNA AND COAXIAL CABLE SCHEDULE ANTENNA MARK ANTENNA TYPE RADIATION' CENTER AZ'1J'JTH COWNTILT N-CH/ELEC TX/RX EST. CAB' -E LEN101TH COAX SIZE COLOR CODE A-1 DECIBEL PRODUCTS D9979H90E-M 182.5' 7V' 0 / 2 TX1 /RX1 2 ;" 1 5/8" RW A-2 DECIBEL PRODUCTS D8979H90E-M 182.5' 7 2' v / 2 TX2/RX2 2' 2° 1 5/8" RRY B-1 DECIBEL PRODUCTS D -.979' -'Q -OE -M 182.5' 0 / 2 TX1 /R)l- 2' 2' 1 5/8" GW B-2 DECIBEL PRODUCTS DB979H90E-M 182.5' ' 90' 0 / 2 TX2/RX2 2' ^.' 1 5/8" GGY C-1 DECIBEL PRODUCTS D3979 -90E -M 182.5' 2E5' 3 / 2 TX1/RX1 2.2' 1 5/8" EW C-2 DECIBEL PRODUCTS D9979 -90E -M 182.5' 2°5' 0 / 2 TX2/RX2 2' 0' 1 5/8" BBY NOTES: 1. ALL ANTENNAS TO BE FURNISHED W^TH DECIBEL SYSTEM DB5C 5 C2'r, :TILT E= -GETS. CONTRACTOR TO COORDINATE REQUIRED MECHANICAL DOWNTILT FOR EACH 'KTH R"-':OINEER. 2. PROVIDE 1/2" DIAMETER JUMPER CABLE 6'-0" MAXIMUM LEN- ' ==2'! ANTEN',= -0 MAIN COAXIAL CAS_--. 3. ANTENNA CENTERLINE HEIGHT IS IN REFERENCE TO ELEVATIO': C.L'. (E) ANTENNA PLATFORM (TYP) (E) TOWER REINFORCEMENT (TYP) (E) TOWER — (E) PLATFORM TELECORP ANTENNA MOUNTING, SEE 1/S-2 (E) DISH ANT.----,, (E) TOWER REINFORCEMENT (TYP) i TOP OF TOWER OF ANTENNA REF. EL. 0'-0" ELEVATION rE1 SCALE: 1/16"=l' -O" S-1 N 00 0 0 0 +1 SUBMITTALS DATE DESCRIPTION REV. 04-08-98 FOR TELECORP REVIEW 04-30-98 FOR CONSTRUCTION 05-27-98 OWNER COMMENTS 1 U(D URSGrelner 2020 K Street, N.W. Suite 310. WASHINGTON, D.C. 20006 PHONE- (800) 883-4391 FAX, (202) 785-3171 SEAL: OCG O��AL�X � r AWA aH Nevv G UDY `D No. 016?89 � SIGNAL UA JOB NO: 1690465.07 DRAWN: D.S. CHECKED: H. M. SCALE: 0 1/2 1 2 111111111 1 1 GRAPHIC SCALE IN INCHES TI TLE: PLANS, ELEVATION AND SCHEDULE HYN107A WHITESPATH TOWER 327 WHITESPATH RD. SOUTH YARMOUTH, MA SHEET NUMBER: sml SUBMITTALS DATE DESCRIPTION REV. STRUCTURAL NOTES 04-08-98 FOR TELECORP REVIEW 1. DESIGN REQUIREMENTS PER STANDARD BUILDING CODE 1994, AND THE 10. A STRUCTURAL ANALYSIS WILL BE PERFORMED TO CERTIFY THAT THE EXISTING 04-30-98 FOR CONSTRUCTION EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND COMMUNICATION TOWER AND ITS COMPONENTS ARE STRUCTURALLY ADEQUATE ANTENNA SUPPORTING STRUCTURES. THE BASIC WIND SPEED UTILIZED FOR TO SUPPORT THE EXISTING AND ALL NEW ANTENNAS AND CABLES. A 05-27-98 OWNER COMMENTS 1 DESIGN IS 110 mph. CERTIFICATION LETTER SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF MASSACHUSETTS WILL BE FURNISHED. 2, INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEASURE- MENT. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND 11. ALL CAST iN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING WITH THE REQUIREMENTS OF ACI 318 AND ACI 301, AND SHALL HAVE A 28 TYP. 3 SECTORS MATERIALS OR PROCEEDING WITH CONSTRUCTION. DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi (U.O.N). CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL, UNLESS OTHERWISE NOTED. MINIMUM co 3. THE GENERAL CONTRACTOR AND HIS SUBCONSULTANTS SHALL BE RESPONSIBLE CONCRETE COVER SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. o o ANTENNA, SEE ° FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR B-1 N SHEETS -1 SCHEDULE ON 12. GB ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60, DEFORMED — _ ° BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO THE WORK. � B-2 MICROFLECT MICROFLECT 4. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC ASTM A185. ( ANGLE -LEG ® ® ANTENNA 4 1/2"0, SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS CLAMP KIT,® PIPE MOUNT DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AISC 13. IF REQUIRED BY OWNER, ANTENNA SUPPORTS AND MOUNTING HARDWARE _ SEE TABLE 1 BELOW SEE TABLE 2� CODE OF STANDARD PRACTICE. ATTACHED TO TOWER SHALL BE PAINTED TO MATCH THE COLOR OF THE TOWER. MICROFLECT TOWER -MOUNTED B FRAME MODEL 99294 5. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. 14. THE PAINT SYSTEM (PRIMER, INTERMEDIATE COAT & FINAL COAT) SHALL ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. MATCH THE EXISTING PAINT SYSTEM OF THE TOWER. THE CONTRACTOR SHALL A-2 (E) TOWER LEG ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. OBTAIN THE COLOR, MANUFACTURER AND PAINT SYSTEM REQUIREMENTS FROM PLAN VIEW ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE THE TOWER OWNER. ALL SURFACES TO RECEIVE PAINT SHALL BE CLEANED TO U(D HOT DIP GALVANIZED AFTER FABRICATION. BARE METAL PRIOR TO APPLICATION OF THE PRIME COAT. APPLY PAINT N.T.S. (E) TOWER TABLE 1 SYSTEM PER MANUFACTURER'S RECOMMENDATION, WITH A COAT THICKNESS OF 4 -LEG TOWER VERTICAL B965 TOWER LEG SIZE CLAMP KIT 2-1/2" 6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY 2.0-3.0 MILS. B969 3-1/2" x 3-1/2" & 4"x4" B970 5"x5" (AWS) D.1.1-96. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL LEG CONNECTION DETAIL rB 6"x6" 7'-0" LG. ANTENNA 8"x8" 8973 BE E70XX. 15. CONCRETE PAD AREA SHALL BE CLEARED AND GRUBBED. REMOVE UNSUITABLE � P MOUNTING PIPE TOWER LEG SIZE CLAMP KIT 2-1/2" SOFT OR LOOSE SOILS, ORGANIC MATERIAL AND OR RUBBLE TO FIRM SUBGRADE SF.� 3-1/2" x 3-1/2" & 4"x4" B1104 5"x5" 7. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES FILL UNDERCUT UP TO 4 INCHES BELOW FINISH GRADE. PLACE A 150 MIL. GEO- �� GB* C-1 B1106 8"x8" 81107 SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS TEXTILE WOVEN SHEET ON SUBGRADE AND FILL AREA AROUND PAD WITH 4 IN. PHONE- (800) 883-4391 FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. OF AASHTO STONE TO FINISH GRADE. 2 FASTENERS SHALL BE 5/8 INCH MIN. DIAMETER BEARING TYPE CONNECTIONS S-2 WITH THREADS EXCLUDED FROM THE SHEAR PLANE. ALL EXPOSED FASTENERS, 16. WHERE FILL IS REQUIRED, PLACE FILL IN LAYERS WHICH DO NOT EXCEED 8" 0�, TYP NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. BEFORE COMPACTION. SPREAD EACH LAYER UNIFORMLY AND EVENLY. BLADE MIX' cco CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHER- EACH LAYER TO INSURE MATERIAL UNIFORMITY. FILL MATERIAL SHALL NOT WISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. i CONTAIN MATERIAL MORE THAN 3" IN DIAMETER. COMPACT EACH LAYER TO A-1 GB JOHN CABOT GO > NOT LESS THAN 95% OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM D1557. No. 8. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS MODIFIED PROCTOR TEST (ASTM D698 STANDARD PROCTOR TEST). USE FILL S`�C� Tp—� (E) TOWER 'p� 016189 F3'S/pNRL SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION MATERIAL WITH MOISTURE CONTENT AS REQUIRED TO ATTAIN THE SPECIFIED DEGREE BUNDLE CABLES 285• a MICROFLECT B50� LEG E��v DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE OF COMPACTION. COMPACT USING MULTIPLE WHEEL PNEUMATIC TIRED ROLLERS, LINA REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE �BRATORY ROLLERS, OR SHEEPSFOOT ROLLERSC . TABLE 2 (l.\VLL LLV LAMP KIT STAINLESS STEEL. 9. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. TOWER LEG SLOPE 4 -LEG TOWER VERTICAL B965 TOWER LEG SIZE CLAMP KIT 2-1/2" x 2-1/2" & 3"x3" B969 3-1/2" x 3-1/2" & 4"x4" B970 5"x5" B971 LEG CONNECTION DETAIL rB 6"x6" B972 8"x8" 8973 3 -LEG TOWER SCALE: 1/4"=l' -O" S-2 TOWER LEG SIZE CLAMP KIT 2-1/2" x 2-1/2" & 3"x3" B1103 3-1/2" x 3-1/2" & 4"x4" B1104 5"x5" B1105 6"x6" B1106 8"x8" 81107 DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE OF COMPACTION. COMPACT USING MULTIPLE WHEEL PNEUMATIC TIRED ROLLERS, LINA REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE �BRATORY ROLLERS, OR SHEEPSFOOT ROLLERSC . TABLE 2 (l.\VLL LLV LAMP KIT STAINLESS STEEL. 9. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. TOWER LEG SLOPE PIPE MOUNT VERTICAL B965 12:1 8966 16:1 B967 20:1 B968 u u _J� SIDE VIEW C-2 STANDOFF FRAME TO TOMER ANTENNA LOCATION PLAN 1 SECTION r2 LEG CONNECTION DETAIL rB SCALE: 1"=1'-0" S-2 SCALE: 1/4"=l' -O" S-2 SCALE: 1"=1'-0" S-2URSGreber TRUE NIORTH 2020 K Street, N.W. Suite 310 WASHINGTON, D.C. 20006 PHONE- (800) 883-4391 FAX, (202) 785-3171 SEAL: 0�, javp�LTH � JOHN CABOT GO > No. (E) TOWER 'p� 016189 F3'S/pNRL BUNDLE CABLES MICROFLECT 8509 a MICROFLECT B50� LEG E��v UP THE TOWER PIPE HEAD PIPE HEAD '--•' SEE A/S-2 JOB NO: 1690465.07 6 S-2 I - — I ._ (E) TOWER DRAWN: D.S. MEMBER CHECKED: H. M. � -0 i I 1 ICROFLECT 8501 I 0 1\---MICROFLECT 8501 3- 3/8"0 SCALE: ° ® 12" WAVEGUIDE ® 12" WAV`=GUID`= ° CHANNEL CHANNEL BOLTS ° YO PIPE YO PIPE �I 12" WIDE GALV. COAX. L-* MICROFLECT 8501 0 0 1/2 1 2 CABLE m o 1 R,GRAPHIC 0 ® SCALE IN INCHES 00 MICROFLECT 81190 HALFSTRAP ICEBRIDGE SUPPORT MAIN W/ 1/4-0 BOLT, NUT AND SEE 5/S-2 EUS ° ° LOCKWASHER FOR GROUND WIRE COAXIAL CABLES BUNDLED EQUIPh'=%,TW/PLASTIC o o TIE WRAPS CABIN=T E TOWER 4 -5/8" Ox4 3/4" HILTI COAXIAL CABLE W/ @ 3'-0" O.C. MAX. ATTACH TITLE: R 8'x8"x1/4 STAINLESS STEEL KWIK f .fir 4 0 o ANDREW STAINLESS BUNDLED CABLES TO TOWER ICEBRIDGE SUPPORT BOLTS ®6" O.C. 3/16 (2 3/4" MIN. EMBED.) _ -' SNAP -IN HANGER LEG W / S.S. WRAPLOCK STAINLESS 3'-0" O.C. WRAPLOCK SEE 4/S-2 BAND STRUCTURAL NOTES e - aSNAP-IN _______—MICROFLECT B1752 HANGER BRACKET PLANS, SECTIONS, a .@ PSI Lj 4'-0" O.C. MAX. AND DETAILS NOR VAL WEIGHT 1T NOR - -j CO"JCR=TE CONCRETE SLAB 12"0 3 SECTIONHYN107A 4 SECTION 5 SECTION 6 DETAIL ASECTION WHITESPATH TOWER SCALE: 1/2"= 1'-0" S-2 SCALE: 1"=1'-0" S-2 SCALE: 1"=1'-C" S-2 SCALE: 1 1/2"=l' -O" S-2 SCALE: 1 1/2"=l' -O" S-2 327 WHITESPATH RD. SOUTH YARMOUTH, MA SHEET NUMBER: S-2 � I N 12'-3" 2'-7" 8" 2'-4' 2'-4" 2'-4" 1'-0" I I I I I I I I I I I PR'VA R GROWTH FUTUREGROWTH I I I I I CV ----------------------------� y 2 �- CONCRETE S-3 SLAB EQUIPMENT LAYOUT PLAN 1 SC A'_E.: /2"=1'-0" S-3 0 I r 0 v C'. 1 II-�- ■ 0 I I � 1'-0"0 ELECTRICAL SERVICE FRAME DETAIL 4'-C' �" PRESSURE ATED PLYWOOD TH SIDES) 1/2"0 THRU-BOLT Y�ASuERS BOTH _S PRESSURE 'AT ---D DD POST 3/4"=l'---' I Ln N Irn REAR EQUIPMENT FRONT NOTE: CABINET SLAB ON GRADE SHALL BE 3000 PSI AIR ENTRAINED CONCRETE PLACED OVER A MIN. OF 6" GRAVEL TO AASHTO NO. 57 OR MD. CR -6 ON UNDISTURBED OR WELL COMPACTED SOIL WITH A BEARING PRESSURE OF 1500 PSF MIN. BOLT CABINETS TO PAD W/ 1 /2" 0x4 3/4" LG SS HILTI KWIK BOLTS (3 1/2" MIN. EMBEDMENT) BROOM FIN. 2�0 ,u 1.=.1 EQUIPMENT SUPPORT PAD_ #4 @12" O.C. EACH WAY 2-#4 CONT. BOTTOM SUBMITTALS DATE DESCRIPTION REV. 04-08-98 FOR TELECORP REVIEW 04-30-98 FOR CONSTRUCTION 05-27-98 OWNER COMMENTS 1 U0 URSGrelner 2020 K Street, N.W. Suite 310 WASHINGTON, D.C. 20006 PHONE- (800) 883-4391 FAX, (202) 785-3171 SEAL: p,LTH 0�, t1 No. 0161 n—. SSIQNAL ,JOB No: 1690465.07 DRAWN: D. S. CHECKED: M. H. SCALE: 0 1/2 1 2 111111111 1 GRAPHIC SCALE IN INCHES TI TLE: EQUIPMENT CABINET SUPPORT DETAILS HYN107A WHITESPATH TOWER 327 WHITESPATH RD. SOUTH YARMOUTH, MA SHEET NUMBER: S-3 F- U) J 0 N 01) m C 0 0 N w 0 z r Q 0 0 Z fl 0 w J W H Y m 0 m U) Z 0 Q E CONCRETE PADS I FUTURE I GROWTH G I CABLING CABINET G I HATCHPLATE o G G o o G e, I o 0 o o G \\ I I G- \\ I -G- GROWTH GROWTH CABINET G GROWTH CABINET G POWER CABINET SERVICE ENTRANCE GROUND ROD G - UTILITY KWH METER G UTILITY SUPPORT FRAME N, \\ I I i � ICE BR""-- N, R"=N, IN SERVICE SAFETY TELCO TERMINAL BOX \ \\ I I I GROUND EAR MOU TED SWITCH \\ ON TOY, --R LEG \ \ \\ I I 12X12 CONC. FTG. \ \\ J I PAD (TYPICAL) (E) TOA -R I GROJtiD RNG PARTIAL SITE PLAN •ELECTRICAL SCALE: 3/8"=1'-0" TRUE NORTH VOTE 25. 10' STUB -UP ON , - J UTILITY POLE 1 -- - L 26. NOTE 26. ------------I--I------ I _�� ' C @ GRADE I PULLBOX @ GRADE L --- --------J L--------- ---- '----------------------J 4" CONDUIT WITH PULL WIRE FOR 3#1 + f5 IN 1 1/2' CC' 3::' BELOW GRADE. POWER FROM (E) UTILITY POLE. PULL C-r,IUCTORS 1G' -C` "=OJGH BOX (SEE 1/S-1 DWG. FOR LOCATION) AT SL -=,COIL AND Cl= =C= ­:'.%-_CTION TO POWE CBINET. 4" CONDUIT WITH PULL WIRE FOR (1) 2:-=1R SHIELDED 'c' -=__E AND TELCO FROM (E) UTILITY POLE. PULL '6" IN 1" CON'. " (SEE 1/S-1 DWG. FOR LOCATION) UTILITY ROUTING CIAGRA SCA'L w: N. 6.S. E-1 X X X X X X X X FINISHED GRADE 0 I I I (E) SHELTER <E) TOWER T I P I I II I IT (�----- I 4" PVC CONDUIT WITH PULL WIRE ROUTED UNDERGROUND FROM (E) UTILITY POLE TO EQUIP. CABINET FOR TELCO SERVICE I IT I1 4" PVC CONDUIT WITH PULL WIRE ROUTED DIRT ACCESS UNDERGROUND FROM (E) UTILITY POLE TO PI ROAD KWH METER FOR POWER SERVICE II I I I I J (E) POLE COM (E) POLE COM (E) POLE COM I WHITESPATH ROAD ELECTRIC 33 ELECTRIC ELECTRIC 32- 460/32A PARTIAL SITE PLAN 2 SCALE: 1"=30' E-2 TRUE NORTH (E) GRADE II=1 I I=1 1=1 1=1 1--1=III RESTORE TO a, ORIGINAL � III -III -III -I i �- -III-I =1 I I-III=1 I I=1=1 I I CONDITION _Z � 1=III-III-III __ -6 MIL YELLOW METAL BACKED 0 0 0 0 0 0�0(�0�n��0. �WARNING TA P E "HIGH VOLTAGE" oooooo o0nn0-COMPACTEDo6o6o6o6o 3/4" GRAVEL 0 o 0 0 0 00 - r SAN SCHEDULE 40 PVC CONDUITS WITH PULL LINES FOR ELECTRICAL AND TELEPHONE SERVICES NOTES: 1. EXCAVATE EXISTING SUBGRADE AS REQUIRED TO INSTALL CONDUITS IN ACCORDANCE WITH OSHA AND ALL APPLICABLE CODES. 2. PROVIDE APPROVED PULL BOXES AS REQUIRED AND COORDINATE INSTALLATION WITH UTILITY COMPANIES FOR INTERFACING AT TERMINATION POINTS. BURIED CONDUIT DETAIL 4 SCALE: 1"=l' -O" E-2 SEE 2/E-1 FOR CONTINUATION ELECTRICAL SPECIFICATIONS 1. OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL WORK PERFORMED ON THIS PROJECT. DELIVER COPIES OF ALL PERMITS TO TELECORP REPRESENTATIVE. 2. SCHEDULE AND ATTEND INSPECTIONS RELATED TO ELECTRICAL WORK REQUIRED BY JURISDICTION HAVING AUTHORITY. CORRECT AND PAY FOR ANY WORK REQUIRED TO PASS ANY FAILED INSPECTION. 3. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM APPROVED BY TELECORP TO TEST AND VERIFY THAT IMPEDANCE DOES NOT EXCEED 5 OHMS TO GROUND. THE COMPLETED SITE SHALL BE TESTED AND A REPORT SENT TO TELECORP REPRESENTATIVE. 4. REDLINED AS-BUILTS ARE TO BE DELIVERED TO TELECORP REPRESENTATIVE. 5. PROVIDE TWO COPIES OF OPERATION AND MAINTENANCE MANUALS IN THREE-RING BINDER. 6. FURNISH AND INSTALL THE COMPLETE ELECTRICAL SERVICE, TELCO CONDUIT, AND THE COMPLETE GROUNDING SYSTEM. 7. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICALBLE BUILDING CODES AND LOCAL ORDINANCES, INSTALLED IN A NEAT MANNER, AND SHALL BE SUBJECT TO APPROVAL BY TELECORP REPRESENTATIVE. 8. CONDUCT A PRE -CONSTRUCTION SITE VISIT AND VERIFY EXISTING SITE CONDITIONS AFFECTING THIS WORK. REPORT ANY OMISSIONS OR DISCREPANCIES FOR CLARIFICATION PRIOR TO THE START OF CONSTRUCTION. 9. PROTECT ADJACENT STRUCTURES AND FINISHES FROM DAMAGE. REPAIR TO ORIGINAL CONDITION ANY DAMAGED AREA. 10. REMOVE DEBRIS ON A DAILY BASIS. DEBRIS NOT REMOVED IN A TIMELY FASHION WILL BE REMOVED BY OTHERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE CHARGED ACCORDINGLY. REMOVAL OF DEBRIS SHALL BE COORDINATED WITH THE BUILDING OWNER'S REPRESENTATIVE. DEBRIS SHALL BE REMOVED FROM THE PROPERTY AND DISPOSED OF LEGALLY. USE OF THE PROPERTY'S DUMPSTER IS PROHIBITED. 11. UPON COMPLETION OF WORK, THE SITE SHALL BE CLEAN AND FREE OF DUST AND FINGERPRINTS. 12. WIRING FOR POWER FEEDERS AND CIRCUITS SHALL BE AWG STRANDED COPPER WITH THHN OR THWN INSULATION, MINIMUM #12, INSTALLED IN 3/4" MINIMUM CONDUIT. 13. POWER CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 PVC FROM POWER COMANY DEMARCATION TO SERVICE SWITCH. ALL OTHER FEEDRS AND BRANCH CIRCUITS SHALL BE INSTALLED IN RIGID GALVANIZED STEEL. 14. TELEPHONE CABLING: (1) 25 -PAIR SHIELDED 15, WIRING DEVICES AND EQUIPMENT SHALL BE UL LISTED AND SPECIFICATION GRADE. 16. FUSES IN SERVICE SWITCHES SHALL BE CLASS "R" CURRENT LIMITING TYPE, A.I.C. RATING TO MATCH EXISTING BUS DUCT. 17. MATERIALS SHALL BE NEW AND CONFORM TO THE APPLICABLE STANDARDS ESTABLISHED FOR EACH ITEM BY THE ORGANIZATIONS LISTED BELOW: - AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) - UNDERWRITER'S LABORATORY (UL) - NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION (NEMA) - AMERICAN STANDARDS ASSOCIATION (ASA) - NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 18. INSTALLATION OF MATERIALS SHALL COMPLY WITH REGULATIONS OF: - THE NATIONAL ELECTRICAL CODE (NFPA 70) - THE NATIONAL ELECTRICAL SAFETY CODE (ANSI C-2) - THE LIFE SAFETY CODE (NFPA 101) - LOCAL BUILDING CODES 19. OUTLET AND JUNCTION BOXES SHALL BE ZINC -COATED OR CADMIUM PLATED STEEL, NOT LESS THAN 4" SQUARE, AND SUITABLE FOR THE TYPE SERVICE AND OUTLET. OUTLET AND JUNCTION BOXES SHALL BE SURFACE MOUNTED AND LABELED WITH BRANCH CIRCUIT BREAKER NUMBER. 20. AFFIX TO SAFETY DISCONNECT SWITCH AND UTILITY KWH METER 1" HIGH ENGRAVED PLASTIC LABEL WITH THE NAME "TELECORP." 21. INDOOR CONDUCTORS SHALL BE INSTALLED IN EMT UNLESS NOTED OTHERWISE. OUTDOOR CONDUCTORS SHALL BE INSTALLED IN RIGID GALVANIZED STEEL UNLESS NOTED OTHERWISE. 22. THE ENTIRE SYSTEM SHALL BE SOLIDLY GROUNDED USING LOCKNUTS AND BONDING NUTS ON CONDUITS AND PROPERLY BONDED GROUND CONDUCTORS PER N.E.C. ARTICLE 250. BOND THE SERVICE SUPPORT FRAME TO THE GROUND RING WITH #6 BARE SOLID TINNED COPPER WIRE. CONDUCTOR RUN IN THE CIRCUIT'S CONDUIT. 23. CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND PIPING, CONDUITS, AND EQUIPMENT PRIOR TO TRENCHING. 24. IN THE EVENT THAT (E) TOWER GROUND RING AND TELECORP GROUND RINGS INTERSECT, BOND TOGETHER WITH CADWELDS. 25. PROVIDE 2#12+ #12G IN 3/4" FLEXIBLE LIQUIDTIGHT METAL CONDUIT FROM LIGHT AND RECEPTACLE FOR CONNECTION TO CIRCUIT 15 IN POWER CABINET'S POWER PANEL. 26. POWER AND TELCO CONDUITS FROM BOX AT GRADE TO BE FLEXIBLE LIQUIDTIGHT METAL. SUBMITTALS ELECTRICAL EQUIPMENT 3#1 + F~ N 1 1/2" CONDUIT REV. 04-08-98 FOR TELECORP REVIEW MOUNTING FRAME 240V, 10, ?Y, NEMA 3= FOR CONSTRUCTION 05-27-98 OWNER COMMENTSURS FUSIBLE S -710E RATED' U11LITY APPROVED 200A SA==C' DISCONNECT DC CONDUCTORS ROUTED . METER SOCKET SWITCH F.,�D @ 125A THROUGH KNOCKOUTS ON CABINETS' SIDES (E) UTILITY POLE I 1 - - 1 Greiner 2020 K Street, N.W. Suite 310 WASHINGTON, D.C. 20006 TELCO CABINET SEAL: �� ALT H 0�' Gf ©� �A. SUPPORT FRAME „ Vi POWER PRIMARY GROWTH FUTURE I CHECKED: A. S. r $ CABINET CABINET CABINET I GROWTH I ELECTRICAL PLANS, DIAGRAMS AND DETAILS HYN107A WHITESPATH TOWER CABINET WEATHERPROOF SHEET NUMBER: E-1 36"H X 30"W X 16"D GFI TECO TERMINAL BOX II II L VOTE 25. 10' STUB -UP ON , - J UTILITY POLE 1 -- - L 26. NOTE 26. ------------I--I------ I _�� ' C @ GRADE I PULLBOX @ GRADE L --- --------J L--------- ---- '----------------------J 4" CONDUIT WITH PULL WIRE FOR 3#1 + f5 IN 1 1/2' CC' 3::' BELOW GRADE. POWER FROM (E) UTILITY POLE. PULL C-r,IUCTORS 1G' -C` "=OJGH BOX (SEE 1/S-1 DWG. FOR LOCATION) AT SL -=,COIL AND Cl= =C= ­:'.%-_CTION TO POWE CBINET. 4" CONDUIT WITH PULL WIRE FOR (1) 2:-=1R SHIELDED 'c' -=__E AND TELCO FROM (E) UTILITY POLE. PULL '6" IN 1" CON'. " (SEE 1/S-1 DWG. FOR LOCATION) UTILITY ROUTING CIAGRA SCA'L w: N. 6.S. E-1 X X X X X X X X FINISHED GRADE 0 I I I (E) SHELTER <E) TOWER T I P I I II I IT (�----- I 4" PVC CONDUIT WITH PULL WIRE ROUTED UNDERGROUND FROM (E) UTILITY POLE TO EQUIP. CABINET FOR TELCO SERVICE I IT I1 4" PVC CONDUIT WITH PULL WIRE ROUTED DIRT ACCESS UNDERGROUND FROM (E) UTILITY POLE TO PI ROAD KWH METER FOR POWER SERVICE II I I I I J (E) POLE COM (E) POLE COM (E) POLE COM I WHITESPATH ROAD ELECTRIC 33 ELECTRIC ELECTRIC 32- 460/32A PARTIAL SITE PLAN 2 SCALE: 1"=30' E-2 TRUE NORTH (E) GRADE II=1 I I=1 1=1 1=1 1--1=III RESTORE TO a, ORIGINAL � III -III -III -I i �- -III-I =1 I I-III=1 I I=1=1 I I CONDITION _Z � 1=III-III-III __ -6 MIL YELLOW METAL BACKED 0 0 0 0 0 0�0(�0�n��0. �WARNING TA P E "HIGH VOLTAGE" oooooo o0nn0-COMPACTEDo6o6o6o6o 3/4" GRAVEL 0 o 0 0 0 00 - r SAN SCHEDULE 40 PVC CONDUITS WITH PULL LINES FOR ELECTRICAL AND TELEPHONE SERVICES NOTES: 1. EXCAVATE EXISTING SUBGRADE AS REQUIRED TO INSTALL CONDUITS IN ACCORDANCE WITH OSHA AND ALL APPLICABLE CODES. 2. PROVIDE APPROVED PULL BOXES AS REQUIRED AND COORDINATE INSTALLATION WITH UTILITY COMPANIES FOR INTERFACING AT TERMINATION POINTS. BURIED CONDUIT DETAIL 4 SCALE: 1"=l' -O" E-2 SEE 2/E-1 FOR CONTINUATION ELECTRICAL SPECIFICATIONS 1. OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL WORK PERFORMED ON THIS PROJECT. DELIVER COPIES OF ALL PERMITS TO TELECORP REPRESENTATIVE. 2. SCHEDULE AND ATTEND INSPECTIONS RELATED TO ELECTRICAL WORK REQUIRED BY JURISDICTION HAVING AUTHORITY. CORRECT AND PAY FOR ANY WORK REQUIRED TO PASS ANY FAILED INSPECTION. 3. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM APPROVED BY TELECORP TO TEST AND VERIFY THAT IMPEDANCE DOES NOT EXCEED 5 OHMS TO GROUND. THE COMPLETED SITE SHALL BE TESTED AND A REPORT SENT TO TELECORP REPRESENTATIVE. 4. REDLINED AS-BUILTS ARE TO BE DELIVERED TO TELECORP REPRESENTATIVE. 5. PROVIDE TWO COPIES OF OPERATION AND MAINTENANCE MANUALS IN THREE-RING BINDER. 6. FURNISH AND INSTALL THE COMPLETE ELECTRICAL SERVICE, TELCO CONDUIT, AND THE COMPLETE GROUNDING SYSTEM. 7. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICALBLE BUILDING CODES AND LOCAL ORDINANCES, INSTALLED IN A NEAT MANNER, AND SHALL BE SUBJECT TO APPROVAL BY TELECORP REPRESENTATIVE. 8. CONDUCT A PRE -CONSTRUCTION SITE VISIT AND VERIFY EXISTING SITE CONDITIONS AFFECTING THIS WORK. REPORT ANY OMISSIONS OR DISCREPANCIES FOR CLARIFICATION PRIOR TO THE START OF CONSTRUCTION. 9. PROTECT ADJACENT STRUCTURES AND FINISHES FROM DAMAGE. REPAIR TO ORIGINAL CONDITION ANY DAMAGED AREA. 10. REMOVE DEBRIS ON A DAILY BASIS. DEBRIS NOT REMOVED IN A TIMELY FASHION WILL BE REMOVED BY OTHERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE CHARGED ACCORDINGLY. REMOVAL OF DEBRIS SHALL BE COORDINATED WITH THE BUILDING OWNER'S REPRESENTATIVE. DEBRIS SHALL BE REMOVED FROM THE PROPERTY AND DISPOSED OF LEGALLY. USE OF THE PROPERTY'S DUMPSTER IS PROHIBITED. 11. UPON COMPLETION OF WORK, THE SITE SHALL BE CLEAN AND FREE OF DUST AND FINGERPRINTS. 12. WIRING FOR POWER FEEDERS AND CIRCUITS SHALL BE AWG STRANDED COPPER WITH THHN OR THWN INSULATION, MINIMUM #12, INSTALLED IN 3/4" MINIMUM CONDUIT. 13. POWER CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 PVC FROM POWER COMANY DEMARCATION TO SERVICE SWITCH. ALL OTHER FEEDRS AND BRANCH CIRCUITS SHALL BE INSTALLED IN RIGID GALVANIZED STEEL. 14. TELEPHONE CABLING: (1) 25 -PAIR SHIELDED 15, WIRING DEVICES AND EQUIPMENT SHALL BE UL LISTED AND SPECIFICATION GRADE. 16. FUSES IN SERVICE SWITCHES SHALL BE CLASS "R" CURRENT LIMITING TYPE, A.I.C. RATING TO MATCH EXISTING BUS DUCT. 17. MATERIALS SHALL BE NEW AND CONFORM TO THE APPLICABLE STANDARDS ESTABLISHED FOR EACH ITEM BY THE ORGANIZATIONS LISTED BELOW: - AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) - UNDERWRITER'S LABORATORY (UL) - NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION (NEMA) - AMERICAN STANDARDS ASSOCIATION (ASA) - NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 18. INSTALLATION OF MATERIALS SHALL COMPLY WITH REGULATIONS OF: - THE NATIONAL ELECTRICAL CODE (NFPA 70) - THE NATIONAL ELECTRICAL SAFETY CODE (ANSI C-2) - THE LIFE SAFETY CODE (NFPA 101) - LOCAL BUILDING CODES 19. OUTLET AND JUNCTION BOXES SHALL BE ZINC -COATED OR CADMIUM PLATED STEEL, NOT LESS THAN 4" SQUARE, AND SUITABLE FOR THE TYPE SERVICE AND OUTLET. OUTLET AND JUNCTION BOXES SHALL BE SURFACE MOUNTED AND LABELED WITH BRANCH CIRCUIT BREAKER NUMBER. 20. AFFIX TO SAFETY DISCONNECT SWITCH AND UTILITY KWH METER 1" HIGH ENGRAVED PLASTIC LABEL WITH THE NAME "TELECORP." 21. INDOOR CONDUCTORS SHALL BE INSTALLED IN EMT UNLESS NOTED OTHERWISE. OUTDOOR CONDUCTORS SHALL BE INSTALLED IN RIGID GALVANIZED STEEL UNLESS NOTED OTHERWISE. 22. THE ENTIRE SYSTEM SHALL BE SOLIDLY GROUNDED USING LOCKNUTS AND BONDING NUTS ON CONDUITS AND PROPERLY BONDED GROUND CONDUCTORS PER N.E.C. ARTICLE 250. BOND THE SERVICE SUPPORT FRAME TO THE GROUND RING WITH #6 BARE SOLID TINNED COPPER WIRE. CONDUCTOR RUN IN THE CIRCUIT'S CONDUIT. 23. CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND PIPING, CONDUITS, AND EQUIPMENT PRIOR TO TRENCHING. 24. IN THE EVENT THAT (E) TOWER GROUND RING AND TELECORP GROUND RINGS INTERSECT, BOND TOGETHER WITH CADWELDS. 25. PROVIDE 2#12+ #12G IN 3/4" FLEXIBLE LIQUIDTIGHT METAL CONDUIT FROM LIGHT AND RECEPTACLE FOR CONNECTION TO CIRCUIT 15 IN POWER CABINET'S POWER PANEL. 26. POWER AND TELCO CONDUITS FROM BOX AT GRADE TO BE FLEXIBLE LIQUIDTIGHT METAL. SUBMITTALS DATE DESCRIPTION REV. 04-08-98 FOR TELECORP REVIEW 04-30-98 FOR CONSTRUCTION 05-27-98 OWNER COMMENTSURS 1 Uo Greiner 2020 K Street, N.W. Suite 310 WASHINGTON, D.C. 20006 PHONE- (800) 883-4391 FAX, (202) 785-3171 SEAL: �� ALT H 0�' Gf ©� �A. N0. FSSIONAL Vi JOB No: 1690465.07 DRAWN: A.S. CHECKED: A. S. SCALE: 0 1/2 1 2 111111111 1 11 GRAPHIC SCALE IN INCHES TI TLE: ELECTRICAL PLANS, DIAGRAMS AND DETAILS HYN107A WHITESPATH TOWER 327 WHITESPATH RD. SOUTH YARMOUTH, MA SHEET NUMBER: E-1 GRADE N J J 0 N 00 0 0 0 0 0 N w 0 z r a 0 Z i a 0 U w J W i Y m 0 m c Z 0 Of La COAXIAL CABLE GROUNDING KIT (TYP.) SECTOR GROUND —� BAR (TYP.) COAXIAL SIGNAL CABLES (TYP.) KWH METER SERVICE FDISCONNECT SWITCH SERV'CE ENTRANCE GROUND ROD (NOTE 7.) BOND CABINETS WITH #6 GREEN JUMPER � CABLING HATCHPLATE ON TOP OF CABINETr CABINET GROUNDING TERMINAL (TYP.) G #2 BARE TINNED SOLID COPPER - GROUND RING 42" BELOW GRADE HAND -REMOVABLE COVER #2 AWG BARE TINNED Cu WIRE TO OBJECTS SHOWN ON DIAGRAM 6/E-2 —7 GRADE METAL ICEBRIDGE ---\ GP.DUND!NG KITS I nCATT ^ ON O.. 2 1 0 `*'� CRUSHED OR � PEA GRAVEL —BOND SUPPORT LEGS TO GROUND RING G— GROUNDING RISER DIAGRAM GROUNDING DOTES 1. PROVIDE GROUNDING ELECTRODE SYSTEM COMPRISED OF 5/8"X 8'-0" COPPER -CLAD GROUND RODS INTERCONNECTED WITH #2 BARE SOLID TINNED COPPER GROUND WIRE. GROUND RING AND TOP OF GROUND RODS TO BE INSTALLED 42" BELOW GRADE. CONNECT GROUND RODS TO COPPER WIRE WITH EXOTHERMIC "T" WELDS. Q Q 2. BUSS CONNECTORS SHALL BE 2 -HOLE LONG BARREL z z F- Ln w COMPRESSION LUGS. LUGS SHALL BE ATTACHED TO BUSSES Q Q Q Q USING BOLTS, NUTS AND STAR AND LOCK WASHERS. HOLES SHALL BE 3/8". 3. CONNECTORS SHALL BE CRIMPED USING HYDRAULIC CRIMPING TOOLS. Q Q z z 4. SURFACE CONNECTIONS SHALL BE MADE TO BARE METAL. PAINTED SURFACES SHALL BE FILED TO BE ENSURE PROPER CONTACT. APPLY NON -OXIDIZING AGENT TO CONNECTIONS. --- ------------�� I I — CADWELD #2 TO (E) GROUND RING (E) GROUND RING n CIRCUIT BREAKER 0 0 0 o COPPER GROUND BAR MOUNTED ON INSULATORS 120V WEATHERPROOF LIGHT SWITCH " Com— COAXIAL CABLE GROUND CONNECTION 6 DIA. x 48 DEEP SCHEDULE 40 PVC SLEEVE 125 VOLT NEMA CONFIGURATION 5-20R DUPLEX RECEPTACLE () 2 8"X 1" SLOTS CUT WITH GFI PROTECTION AND WEATHERPROOF COVER TO FIT OVER GROUND RING WIRES GASKETED INCANDESCENT CAGED GLASS LIGHT FIXTURE #2 AWG SOLID TINNED NUR WITH 100 WATT LAMP BARE COPPER WRE CADWELD PARALLEL CONNECTION - WELD TO REMAIN VISIBLE P POWER WIRING 5/8" DIA x 8'-0" LONG CO?PER T TELCO WIRING CLAD STEEL GROUND ROD G GROUND WIRING GROUND INSPECTION SLEEVE DETAIL N.T.S. A B B R E V I A T 1 0 N S A LEGEND RGS Ep SAFETY DISCONNECT SWITCH C D PANELBOARD SN KILOWATT HOUR METER n CIRCUIT BREAKER 0 0 0 o COPPER GROUND BAR MOUNTED ON INSULATORS 120V WEATHERPROOF LIGHT SWITCH " Com— COAXIAL CABLE GROUND CONNECTION 6 DIA. x 48 DEEP SCHEDULE 40 PVC SLEEVE 125 VOLT NEMA CONFIGURATION 5-20R DUPLEX RECEPTACLE () 2 8"X 1" SLOTS CUT WITH GFI PROTECTION AND WEATHERPROOF COVER TO FIT OVER GROUND RING WIRES GASKETED INCANDESCENT CAGED GLASS LIGHT FIXTURE #2 AWG SOLID TINNED NUR WITH 100 WATT LAMP BARE COPPER WRE CADWELD PARALLEL CONNECTION - WELD TO REMAIN VISIBLE P POWER WIRING 5/8" DIA x 8'-0" LONG CO?PER T TELCO WIRING CLAD STEEL GROUND ROD G GROUND WIRING GROUND INSPECTION SLEEVE DETAIL N.T.S. A B B R E V I A T 1 0 N S A AMPERE RGS RIGID GALVANIZED STEEL C CONDUIT SN SOLID NEUTRAL E EXISTING SW SWITCH G GROUND V VOLT KWH KILOWATT HOUR W WIRE 0 PHASE P POLE MCB MAIN CIRCUIT BREAKER 5. COPPER BUSSES SHALL BE CLEANED, POLISHED, AND A NON - OXIDIZING AGENT APPLIED. NO FINGERPRINTS OR DISCOLORED COPPER WILL BE PERMITTED. 6. GROUND CONDUCTOR RUNS SHALL BE STRAIGHT AS POSSIBLE, WITH AN 8 -INCH MINIMUM RADIUS. 7. HARDWARE (I.E., NUTS BOLTS, WASHERS, ETC.) IS TO BE STAINLESS STEEL. 8• GROUNDING CONDUCTORS SHALL BE ROUTED FROM THE ITEM BEING GROUNDED TO THE GROUND RING AND EXOTHERMICALLY WELDED TO THE RING WITH A PARALLEL WELD. 9. EXOTHERMIC WELDS SHALL BE PARALLEL TYPE AND COATED WITH A ZINC COLD -GALVANIZING PAINT. 10. GROUND COAXIAL CABLES AT POINTS SHOWN ON GROUNDING DIAGRAM WITH KITS HAVING TWO -HOLE CRIMP -ON LUGS AND 3 -FOOT TAILS. MANUFACTURER: CABLEWAVE. ALL LUGS SHALL BE DOUBLE -CRIMPED. 11. GROUND BARS SHALL BE 1/4"X 4"X 18" COPPER HAVING 24 PRE -DRILLED 7/16" HOLES, STAND-OFF INSULATORS AND MOUNTING BRACKETS. MANUFACTURER: HARGER, CAT. NO. GBI14418TES OR EQUAL. 12. PRIMARY AND GROWTH CABINETS SHALL BE BONDED TO THE GROUND RING. CONNECT SOLID #2 COPPER WIRES USING 2 -HOLE LUGS TO THE CABINETS' GROUNDING TERMINALS. EXOTHERMICALLY WELD #2 TO GROUND RING. 13. PRIMARY AND GROWTH CABINETS) SHALL BE BONDED TOGETHER BY CONNECTING A GREEN -INSULATED STRANDED #6 COPPER JUMPER TO GROUNDING TERMINALS ON TOP OF CABINETS. 14. LIGHTNING SURGE PROTECTORS FOR COAXIAL CABLES' ENTRY INTO CABINETS' HATCHPLATES ARE PROVIDED WITH THE CABINETS FOR INSTALLATION BY LUCENT SITE ASSEMBLY. 15. ICE BRIDGE SECTIONS SHALL BE GROUNDED TO EACH OTHER WITH #6 AWG GREEN INSULATED STRANDED COPPER WIRE AND TWO -HOLE T&B LUGS. 16. CADWELD #6 BARE SOLID TINNED COPPER WIRE TO ICE BRIDGE SUPPORT POSTS INDICATED ON PLAN AND CADWELD TO GROUND RING. SUBMITTALS DATE DESCRIPTION REV. 04-08-98 FOR TELECORP REVIEW 04-30-98 FOR CONSTRUCTION 05-27-98 OWNER COMMENTS 1 U01 0 URS Gfelner 2020 K Street, N.W. Suite 310 WASHINGTON, D.C. 20006 PHONE- (800) 883-4391 FAX, (202) 785-3171 SEAL: sNLTH - .,�p� ;OHN .CABOT GOU',", No.1 �£' /ONA! JOB NO: 1690465.07 DRAWN: A.L.S. CHECKED: A. S. SCALE: 0 1/2 1 2 111111111 1 GRAPHIC SCALE IN INCHES TI TLE: GROUNDING DIAGRAM, NOTES, LEGEND AND DETAIL HYN107A WHITESPATH TOWER 327 WHITESPATH RD. SOUTH YARMOUTH, MA SHEET NUMBER: E-2 I