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HomeMy WebLinkAbout0463 Oak Street - 194-026-T00 7, 5 "A r 7 NEXTEL COMMUNICATIONS OF THE MID-ATLANTIC, , INC. 40 HARTWELL AVENUE LEXINGTON, VIA 02173 PHONE: (617) 839­�-6000 —5912 FAX: (617) 839 'A lc UT, HYANNIS m 0072G 4601 SUBMITTALS N TLA 5/_G/ 98 1, [' Fr� 417 A 4/22/98 ISSUED FOR REVIEW .,ATLANTIC IRELESS ATLANTIC DESIGN ENGINEERS INC�, P.O. BOX 1015 SANDWICH, MA 02563 —9282 PHONE: (508) 888 —5859 FAX: (508) 888 �\A OF 44A THOMAS- VVIL ROUTE 6A' T DESCRIPTION NO. S THE FOLLOWING PARTIES HEREBY APPROVE HYANV AND ACCEPT'' THESE , DOCUMENTS AND SITE NUMBER. AUTHORIZE THE , CONTRACTOR TO PROCEED — 1 TITLE SHEET I�A T , WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE, SUBJECT C) ATLANTIC WlREILESS SITE ADDRESS: DRAWN BY: (�j ,b '463 OAK ST. TO REVIEW BY THE LOCAL BUILDING DEPARTMENT C-1 SURVEY PLAN P.O.�,BOX 1015 MODIFICATIONS THEY :p SANDWICH, .MLA 02563 W1.1 BARNSTABLE MA 02563 MAY IMPOSE. 7- PHONE (508) 888-9282 - OWNER CA —2 CHECKED BY. C TOWER ELEVATIONS FAX, # (508) 888-5859 :E iT :96 NEW ENGLAND TELEPHONE 1095 AVE OF E AMERICAS H BURGER CONTACT: MICHAEL F. JOYCE NEW YORK, Wl 10036 LOOK T,'TOWER KING 171 —3 SECTIONS AND DETAILS C 01 SHOOTF01NG PHONE # (617) 743-7891 913 KILL OWNER DATE SITE NAME C-4 FOUNDATION AND GUY WIRE DETAILS WATER'. APPLICANT: TANK NEYTEL COMMUNICATIONS OF THE MID—ATLANTIC LOCUS A-1 SITE DETAILS ATWMC DESIGN ENGINEERS. M. .40 HARTWELL AVENUE P.O.ieox 1015 LEXINGTON, MA 02173 HYANNIS SANDWICH, WA 02563 R.F. ENGINEER DATE Phone. 617� ,839-6000 —2 A SHELTER FOUNDATION , DETAILS Fox- 07 839-5912 PHONE. # :(508) 888 9282 FAX 888-5859 u SITE NUMBER PUBLIC A-3 CONSTRUCTION DETAILS CONTACT. MICHAEL-'F. JOYCE N/A LANDING CONSTRUCTION DATE HORIZONTAL DATUM E" l ELECTRICAL PLAN MA 0072G NORTH AMERICAN DATUM OF 1983 (NAD83) A= VERTICAL' DATUM 'NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NGVD) PAUL:HALKIOTIS, SBA INC. DATE LEASING ZONING P.O. BOX 702 ORLEANS, MA 02653 SITE ADDRESS —2124 � PHONE (508) 255 A.D.A. COMPLIANCE: FACILITY is UNMANNEb'AND NOT FOR HUMAN HABITATION. NEXTEL DATE W. BARNSTABLE, MAS :-CONSULTANT TEAM 'SHEET INDEX PROJECT SUMMARY APPROVALS MOPE;=" . :-DIRECTIONS '.TO ,, SITE: SHEET TITLE �':FR M �BOSTON .; :TAKE ,ROU17E, 0 0 8 U TH OVER SAGAMORE BRIDGE TO. ROUTE 6., OW , ROUTE' 6 O�,EXIT ,­6.­ FOLLOW SIGNS TO 'CRA'IGVILLE.' AT FORK TAKE T, TITLE SHEET RJ GH T TO SE R VI CE ROAD'.'FOLLOW' SERMCE ROAD OAK STREET. IRST -LEFT"" UMBER % 7; EXISTING,PAVEMENT. EXISTING �HYDRANT'- WOODED AREA­ wy WATER VALVE EXISTING GAS VALVE REA� .1,6*00.9 EXISTING UTILITY .POLEI, , l/4" PER FT. NEXTEL COMMUNICATIONS E� ROAD SERVIC 1/4" PER FT -ATLANTIC, INC. 'GUY POLE EXISTING' OF THE MID, 0.5 EXISTING LIGHT 'POLE 7p PROPOSED,UNDERGROUND LINES :10-1 40 HARTWELL AVENUE OVID EXISTING OVERHEAD LI'NES LEXINGTON, MA, 02173 23± EXIS11NO C 0 HAIN. LINK ENCE EXISTING PHONE: (617) 839-6000 (EXISTING WIDTH) UNDERGROUND , PROPOSED HAIN LINK FENCE FAX: (617) 839-5912 12' TELEPHONE EXISTING DRAINAGE PATT RN ' ..194, PARCEL 45 E MAP NVI ST. ARMA SUB-BAsE UNKNOWN D C� ZONIN RICHARD -INFORMATION G ' 1933 SERVICE RD. P.O. BOX 562 -194, PARCEL 6 FOR'� REGISTRY, USE ONLY, MAP W. TYPICAL ROAD CROSS SECTION N/F ' BARNSTABLE, ,MA 02668 HYANNIS RESIDENTIAL (RF) BK.. 7004 PG. 251 DISTMCT� T.C.I. TAFT.CABLEVISION ASSOC. D.B.A. CAPE COD CABLE NOT TO SCALE BOSTON, MA 02110 'N. T,4 S. 2-9xl8 PARKING SPACES VICINITY%:­MAP L � BK. 3671 PG. 305 ' MA 0072G NOTES: -17ING MIN, EPTH: EXIS ot CEMENT TANK EXIT, #6 -FRONT' YARD 3 THE EXISTING DEVE OPMENTIS LOCATED AT THE HIGH POINT OF THIS PROPERTY. BURGER 0 L 10 T TOWER KING C3 LOOK -SIDE -YARD 15', THE SITE AND ACCESS ROAD DRAINAGE CURRENTLY DISCHARGE DIRECTLY TO THE EXISTING -194, PARCEL 75 SHOOTFLYING MAP N/F 30', UTILITY POL ' YARD REAR 15' 'ABUTTING UNDISTURBED WOODED -AREA. 6 HILL - -MAX., BUILDING HEIGHT, LICE -K. & DOROTHY SUBMITTALS WATER EXISTING BORSKI, RAYMOND MIN. LOT AREA:' , 43,560 S.F. MANHOLE TANK 2. THE ROOF DRAINAGE FOR THE PROPOSED 10' x 20' EQUIPMENT SHELTER WILL DISCHARGE 113 CAP'N JAC'S RD, DIRECTLY, TO THE ABUTTING GROUND. THE DRAINAGE WILL BE DIRECTED TO THE HEAVY CENTERVILLE, MA 02632 uxim SEE ZONING REGULATIONS FOR VARIATIONS ON SPECIFIC USE. VEGETATED UNDISTURBED AREA WHICH SURROUNDS THECURRENT DEVELOPMENT. BK- 4827 PG. 219 THE 200 S.F. PROPOSED EQUIPMENT SHELTER WILL BE LOCATED WITHIN THE CURRENTLY EXISTING Gp-y-ymE-5— MAP-19 PARCEL 5 CLEARED TREE LINE. ALL DRAINAGE WILL BE CONTAINED WITHIN LIMITS OF PROPERTY. ABOVEGROUND _E , SUED FOR PERMIT- F ERTIFICATION , NK EAA C THOMPSON, RICHARD & D 4/22/98 ISSUED FOR REVIEW CATHERINE M. PUBLIC C 4/1/98 REV. 1 FOR ZONING -194, PARCEL 32 LANDING I HEREBY -CERTIFY TH T THE ATITUDE, 'LONGITUDE AND W. BARNSTABLE, MA 02668 MAP TING BK. 7988 PG. 225 EX§ N/F B , 3/10/98 ISSUED FOR 'ZONING; ELEVATIONS. PRESENTI�D T T� Hll REQUIREMENTS. 165 IOWER WAUGAMAN, DEBORAH C STAN Wl FOLLOWING G 454 CAP'N LIJAHS RD. EXISTIN L A 3/5/98 ISSUED FOR REV] BUILDING CENTERVILLE, MA 02632 ACCURACIES: NMTH BK. 7629 PC. 80 TWENT FEET 'Ilcm-tvy 0 FIFT)� H MAP-194, PARCEL 26 ATLA'I'N'TIC WIRELESS N L /F AND TEL. & TELCO. SITE SP ECI FI CA TI ON S ,�. AN D 'NOTES: -DATE LAN Yk 101�NEE E T 0 NEW ENGL EXISTING MAP-194, P TIC DESIGN ENGINEERS INC. PROPERTY TAX DEPT. NEW YORK, N.Y. 10036 FENCE N/F 50 463 OAK ST. KA TOBY ELLEN W. BARNSTABLE, MA 9A LMAN, 1...,'��,SURVEY-,.DATE:` 3-2-98 P.O. BOX , 1015 411 OK ST. BK. 656 PG. 410 W. BARNSTABLE, MA 02668 02563 SANDWICH, MA EXISTING 2, VERTICAL' DATUM:- NATIONAL GEOD TIC VERTICAL BK. 2033 C. 121 E -9282 PHONE: (508) 888 DATUM OF 198s (NGVb) , TELEPHONE FAX: (508) 888-5859 0 3. HORIZONTAL' DATUM: NORTH AMERICAN 3 �(NAD D I ATUM OF 198. 10' WIDE UTILITY EASEMENT 4.,�'CEN TER OF TOWER: LATJUDE. '41.*4(Y56"N EXISTING 4'x4' CONC. STOOP UTIUTY POLE LONGITUDE: , 070'.21'16"W� OF 4%. THOMAS/ -194, PARCEL 28 ELEVATION- 16W (6ROUND) -UIVIL I ij/G PROPOSED 10'x20' PREFABRICATED MAP 5' �'OWNER:,_� N.E. , TELEPHONE b g jr(.1v N/F EQUIPMENT SHELTEF� (jy BAREFOOT, HILDA M (TYPE 2) 400 OAK ST. 2 CENTERVILLE, MA 0263 ELECTRIC 6. SITE NAME HYANNIS BK. 277 PG.' 98 SERVICE 7. ENTRANCE SITE NUMBER: MA 0072C 8. 'SITE ADDRESS. 463 PAK, ST. UNDERGROUND UTILITI S TELEPHONE THIS DRAWING IS COPYRIGHTED AND IS THE NEXTEL COMMUNICATIONS. SOLE PROPERTY Or IT IS PRODUCED SOLELY FOR THE USE BY W. BARNSTABLE, MA �, FROM UTILITY POLE 0 SER\ACE 0 -193, PARCEL 142 ENTRANCE LOT AREA 10.7 ACRES MAP NEXTEL AND ITS AFFILIATES. 'REPRODUCTION BUI LDING N/F OR USE OF THIS DRAWNG AND/OR THE INFOR- STANLEY ' DEAN F. & .PAMELA MATION CONTAINED IN IT IS FORBIDDEN MTHOUT TH - WRITTEN 9 : A0PLICANT' :: :, & StANLEY, BRIAN R. NEXTEL� COMMUNICATIONS V) OF THE MID-ATLANTIC INC. E PERMISSION OF NEXTEL CENTERVILLE, MA 02632 COMMUNICATIONS. 40 H AR TWELL AVENU E R BK. 5303 PG. 168 LEXINGTON, MA 02173 24" WAVE GUIDE 10.:JURISDICTION:- W. BARNSTABLE: EXISTING ICE BRIDGE RES 0 EXISTING LIGHT [ DRAWN BY: G.M.0 TRUtTION TYPE: EXISTING TOWER FUEL TANK i i 6NS GUy 00 ADEED', REFERENCE: N EXISTING BUILDING 0 '854 S.F. 13�",��PLAN REFERENCE: N/A 11CHECKED BY: ' M.F.J. I -SURVEY EXISTING 14,,,ELEVATIONS AND 'COORDINATES FROM FIELD MAP-194, PARCEL 35 15.. ALL ,UNDERGROUND UTILITY :INFORMATION,-PRESENTED ICE BRIDGE 'HE N/F REON WAS DETERMINED FROM SURFACE EVIDENCE TOWN OF OARNSTABLE AND, PLANS'OF R CORD. 'ALL UNDERGROUND UTILITIES E 0 TITLE SITE NAME TAX SHOULD BE­40CATED IN THE FIELD PRIOR TO' HYANNIS, MA 02601 -"COMMENCEMENT OF, ALL SITE' 'WORK. CALL DI'GSAFE /,>o 0 8K. 5048 PG. 94 4 7233 'A MINIMUM ,OF 72 HOURSRRIOR TO PLANNED. AtTIVITY.' HYANNIS 1 Rb 6. P PMTY LINE. INFORMATION IS COMPILEDFROM , S OF,RECORD ADAS NOT THE RESULT OF iA FULL",8QUNDARY ,SURVEY., SITE NUMBER EXISTING LATTICE TOWER 0 17. ,P'.L.M.A.�,FLOC)DPLAIN 'BOUNDRY bItTRIMIS SHOWN LATITUDE 41*40'56 N ON F.E.M.A. (FIRM), COM MUNI TY PANEL, 5 OF- 25 ,� LONGITUDE - 070*21 6 W DATED ULY� 2,,' lg92.,,AND ,THE ELEVATION: 169' . �'SUBJtC P OP'E ' TY IS �Wl - 0072C MA R R THIN .A 'C" �ZONE "AREAS, OF �.MINIM AL�:.FLOODING". -78 ' No; is. WETLANDS WERE OBSERVED WITHIN 0, 0 MAP-193, PARCEL 142 �� '100 FEET OF, PROPOSED SITE IMPROVEMENTS, 'PER VISUAL INSPECTION., N/F DRESS SITE, AD STANLEY DEAN F. & PAMELA StANLEY, BRIAN R. 19. ,',SITE FALLS WITHIN AP DISTRICT, OF GROUND WATER , CENTERVILLE, MA 02632 AND ..WATER, PROTECTION MAP. ' MAP-193, PARCEL 1 01 BK. 5303 PG. 168 F 0 MAP-193, PARCEL 100 SWEENEV, JOHN E. 463 OAK ST. N/F 14 GORHAM LANE MCCRACKEN, RALPH S.. W. BARNSTABLE, MASSACHUSETTS & CENTERVILLE, MA 02632 PHYLLIS M. BK., 9635 PG. 119 CENTERVILLE, MA 02632 BK. 6983 PG. 312 160 TITLE SHEET -SCALE GRAPHIC too 0 so 100 200 400 'CERTIFICATION , GRAPHIC �SCALE io 0 5 10 '20 44D - SURVEY PLAN 1 inch 100 ft. ,CERTIFY,THAT THE, PROPERTY LINES SHOWN HEREON ARE TH LINES DIVIDING EXISTING OWNERSHIPS, AND E nm THE IN PEET LINES,OF 'STREETS AND OWN- ARE THOSE ST YS ALREADY I inch 10 ft. r2 PLOT PLAN SIC F�7HEE7 NUMBER OF Ex N OWNERSH PAR11AL PLOT PLAN ALE: 1"=100* C � AND THAT. L R DIVISIONS IP 5 ARE SHOWN. 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V, , I ::, -.1 , I , f -�A , . . � "1. , I I � I I I I 44 I I ­ I -I �, 11, 11 I,, �� I � " - , '"'I, I � , I � ,. I . I I I � I I I � I 11 � . I I : I I I . I I � . - - I I 11 I I 11 -, - - , I I/ 11 I �""' I 1, 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 � - AF4 V__1 IK I I . I I I I. � � I -I I I - I � I I I I I � I I I I - -222F.STANDARD. I t ��' - 1XV117, R , 1� 11��Aj 1, I ,I 1. , 1-�,; -, , -, -, 11 - I I , I �, I I I � � I I I .I WORK SHALL BE EXECUTED CONFORMING TO EIA ,�11 I , , _ I � � � ­ 1, I I I : � � I I I 11 � � I I - I I � � . I , 2 1 ,p ,� - I ""I I I I I 4, '' . I I I . I . I . � I I I I � ­_ I I . ­­ ------------,---'______­_____ ___ , I 1, � , � I � I , - I ' ­ .. ��,.� , " , , ­_ ", "I 1� �� I I . 1. - " : , '� ,�, � , � � I "I I z, I I I I � � � I . I : � , . � � ___ . , I " 1:1 �_ I I I I I If i�� , " "I., :_ .I I � I 11 - I I ., ' 'I I I I 11 I 1- I � � I � I I . I I I � I � . 1 3 STRUCTURAL STEEL:,.SHALL CONFORM TO ASTM A36. - , , I . � �w 2�� * . I � �, I I . , , - � I I . I � I 11 , I I I , ? i , , . I I � _� , i ," " , 11 , I I I I � I I I I � "'., " . 11-,� 1. ., * - , I I " I , I I . I i I - I I � , I : � I I I I I � , I 1-1, I I . I I . . � �1_- _.___________-__________________- ­___ I !I I , � N, 1 � .,,_:�­!:,. �,,: , _ 1 , ,� : � , " � "111 I L I I I I I � I I I I I I I ��, I I � I � I I . . . I I I I � . 1 � 5 Ar , F�L1,m� . - , ; . , -, ��i � . , I 1 . 11 � ,� .� � 1, , I,- I I . I I I I I I I , I I � I I " 11 I I ,- , !� , ,- I � 1, � I � . I I'� . I - I ;,I _ 0 ,,f, � ", � " -, � , I I ,�� .11" , 11 �1"I �,I , , I I'll . . 1 . I � , , � � . I � I I ., �� I 1. � I , � I I : � I . I . I I I � I � I . . � � I ��Itl ,�. -, ,�4 / ,�`,' , t,',, � ,I I "I ; . . . � �;­ I I � � � I � , w . � I I I I I " I I . I I I I , I � � � � I 1 4 GALVANIZATION: HOT'DIP GALVANIZATION CONFORM TO ASTM A123, . , " - I '. . , I - ,, �, , 1, I I � ... I . . . I I I I I I I � �, I I I � I I I � . I I I I I I I -- __.__.,___ ____________.__________,__,__-____.______.__________-1.___­---I--- I " - _­­ - I �-. �AFE, F3,_M7*_M_-�T_ , ,-, � -, " " I L� 1 , � I .1 � � � � - I I ,�� - . � � . � I � I I I . � � . � 1� I I � I . I I I I . 11 � I I I . . I � . I � ;-, ,� � , I I, �., I :-", - 11 I I � I ,I il. I,,, -, ­ I I "� 11 1.� I� ,, I I I I . 11. , I I I � I I - I I " , I I I ,. I � � � I I I ALL HOLES DRILLED ON SITE MUST BE PROTECTED WITH GALVICON. � I I I . I 11 ,, . I -� �,I'm��1� , , , , , 1 . I , , ­ -- � I . I I I � I I I I ,1, I I I I � . � I � I I . I I I I . I - � I �11' - , �j,, I , . 11� 1; �- I , ,- , , � I . 1. .1 ­ I " I - I I I 11 I I I i I I I . I � I 11 . � I I I I L I . �_ -_ -, 11 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 I I � � L 5 1 1, . � I � x,, . I . I I 1 V_,�11_ �,�,.,� ':� :�, " 11 , �, , . I I , I . I "I . I I I : I I I I 1 � I � I � I I � :` "� . -,p , � ", ,,,�,,�� :" :,�,- , , �11 , , , � � J I �� I 1 I . I � I " 1. � I I.11, I 11 1, � I �I �, . I 4 I I I . � I I I I I I I . I � I ___� ALL- STRUCTURAL BOLTS SHALL CONFORM TO ASTM A325 U.N.O. N EXTEL ' COM M U N I CATIONS ,�' 71 �_�, ,�, � I � , : I I I I I . � 11 1, - I I I I I � I � I � I I I I � I I 11 I I , ,�, "I - ��s 1� , . ­1 I . � . I ' ' I L I ,, , , � , I . I I � , , . I I I I I 1 6 , BOLTS '1/2*0 U.N.O. � � : . I I 1 I I �",�:�._�"'e.,, ,­ . � - , I I'' I., 1, - ­ � 11 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 1.1,�: ',�,., �,' I , -1, I I I . � � � - I I I I .11 I 1 � , , ,� - I I . 1.11� I I .1- I I I . I . I 1 . I I �, I � I I ___ __________ __ ., 1-1 I __---,_-,--------- - I � - I I I I I , ., ", I- ,s �� I I I I , I . - - I I � . � � � I I - . I I I I I I I . I I I I I � I �, _ -1, ,I, �, � ,:,�,,,, .: ".� , -,� ,�� ��, � I I , .t .I I , I , I , -0 BOLT � ''I 0 F THE MID-ATLANTIC, , I N'C. � .����, ,`, � ,��,.,- �,_,�� 14. I , ��I ,� I I I , -I� . ,, I . I 1, 1. � I I I I � . I I I I I � I I I I I I . � . I � I . I � . I � . . I I 1 7 HOLE 9/16"0 FOR 3/4 s, 1. I � I I , - I I � � � . �s�� - 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 . p I �"_"���';'�� , - , �' _ ,�, .I. � 1 � , �, ,� ':1, ,I I is I 11 I I I I � ; , � I I I I I .I �I I . I 1. I I : . I I . I I -k'6�W__-_ � � � I �-,- , � � 1'�, ", , I - , : I I I I I w � ,I I I I I � I I � � � �� I �, � I I I I . I 1. . I I 'I � I � I . I I I - I ,� I HOLE ii/jrro VC o BOLT . . , . � I . 11 ,,, I I, ­­I � - . I I I I I I � - I . I I . I . � I ­ I �I I I I I I I "I � I 11 - I �", , ", � I � . I . I - 11 I L I I � I I 1. . - . 11 I I � � , -_ . I � I I . I . I � - --------.--.---- --- , I I I . I I I ,��11�,�� ;' :`,', �, '.1 I., , - . 1, 1. �, r, . I I I . I I 1. I � I 1, I I �� I I � , � I ,. I I I I . � I I I I 1 8 TIGHTENING TENSION: T kN) 1�91<_, I . ,I I I- 11�� �"I ""s I "I �;, I � "I . . _. .1. ,� I I I I I 11 11 ' 'I -� I I I � I .I I I � . I I -, I I I . . I 11 11 I 1. . I � . I "I I __�_jjq:�_PgL_(�L J_ - I I I � � � I � I � , t�, ,,�' - , �_: 1-11, 1, " � I . I I I . I . � � I I I I . I � � I � ___ _ __ _ ___ 40 HARTWELL AVENUE , I � ,� I I ��, I � t, � ,-,:, ,, I I I I � � ­ . - - � I . � I � I 11 I I I I � . � I I � � I � � I � I I 11 I I . I I 1 L I - I I . I 11 ',I , .1. '' I ,�, . ,. ­,""'', � I ,­; . I I I I - I I . I I � �. I . I � I I I . .1 � . I I . 5/8"O BOLT (85kN) 19.1k. � I �,t��s �'' ,'", I'll , I I I Is I I . 11 I ­ I . I I ­ � I . � I 1, I -_ --.---- ­_­-­_----,----- I ___-__­__ "I � 11 I -,�* I I I I � .1 � � I . I LEXINGTON, MA 02173 , , Is 1, _��,' " s­ �',I ,�_ , I I � I— 11� I I � ­1 I , I 1­� I I � 11 . I I � . . � I � I , 1 . � � ,� 1. .1 , ,�, I ell . I . - � , :," " � �� I I � I I I . I I I � I I I I ��, - I I I � I I - I 1, I I . 1 � � 1 1� . 1 9 BOLT THREADS SHALL NOT BE INTERCEPTED*BY ANY SHEAR PLANE. I ,� I � �1� ,::: ., I , .'I'' - - I I I I � !'' I � � 11 . � I I I I � I I . I I I I � I I , �� I �"­:�,,��,�,�,,,, :�� I I I �'z � , ,,, . � I .1, s�l I 1� I �,',� I I I ­ I I I 11 I I I 11 I I 11 . I % . � I I I -_ -----,---- _,__________**,_,___,_____�____ . ' ' I "" - . I . I I I 11� I I I - I I I I I I ­ " I , � I I � I . I ��, -. I I " "I � I� �,I . I I " , I . � , I . 10 ALL,STEEL, HARDWARE AND BOLT SHALL BE NEW AND iGALVANIZED. -6000 1 1 1 1, _­, d,�I I i, �,- :, , � 11 ,. , 11 � _,-` `-, 11 I I I., 1! I "I �, I � I 11 � I , I I � I I I � . I ------I-- 11---.-,�------,�---., -�-�,-.-- ----,-----''--.--.�---�,--,--.----,,�---�-.-�-�."--��---.-- _____, �111 PHONE:, (6117) 839 1 1 . I . I I "I .1 ��I , I I 1 , . � . I � I . I I . � I ---- , I . I I . 11 INSTALL A STEEL CABLE TO RESTRAIN THE TOWER DURING MEMBER I �, i ":, :"I 1. ­1 . I �� I ,­1� I I I I I I I 11 - I I I I [�,,� �,"., "s, �,�, � ­ \.A �'A " I 11 , % ; � , , I ,,,-\ , � , . I 11" , .I - � 11� . .,` . ,,- ,_-1 . 11 I I � I . I I I I . ­­ _­__1 --I---- __­ I,-,------ I ­____ -5912 1 ,� .. -� , , - � � I I I , , I" I - .. I . I I I �,��, ,� - ,. . �I .. I , .I , 11 I . . � � r 1, � � I I I . I I I I 11. I I I I � ',-1,`,,,�­. 0, �, - � , le, �"\ 1. ,, , ,- �, I Y. \ \ "es, I � I FAX: (617) 839 �­r.­�� �' ,�­�, � �, 11 ­ " , ,�� , \ ,�. I �11;11 I - I I ,1_< - , I I I � I 1 . . 0 "�v \ , ,'_" I I . 1�1' � I . I I I _­ ---------I-- ,�---,-----�,.-----�,--�---.-,---�--------�---, -_ -------- � 1. 1 . � I I - ,, - "'�",, , , , 11 , " ., \_ I � I I \ "I - - 11 I I I I I 1 12 NO MORE THAN ONE DIAGONAL AND ONE HORIZONTAL SHAL 6c . � I � I . 11 .1 � I I I , . I -0.I ", "I 1. . ­ . . 1, ­1 . I - I I 1� I I I � �.s�, , - ,,-, " , I I . I I I , 11 � .",--,, � � I I ,. I I I I -----,i­ ,��001, .�.,�,, I . I", . I I . 11 - I I _­ �__ ____ -------"-,---,-- - _____ ---,--*, -, - L I I I I I \ . I � I ��_` , `�, , - :9/16 , HOLE---:,--` \' 1 E \ I . I � 11, I I I 11 � -, �, , , I � EMOVED FROM THE TOWER AT ONE TIME. , I I I ", � I � �� � I 1 (��,��7,,���', , I -11, e - I - �, � . I I I "I ,� I I 11 , I ,\jr�", �, '�� I _­ 11 � I I I - \, I . I I . � . ­­ ,-_- ___--__1­­_­- -.--.--�- ---.-.--­­__­__._------------- . I 1 . I - I � ,. N � .1 \ I . I I I I � ­- �,�'",�,, ei,�,,, ". - ,� I '! I \t I I I I I I Nl I" I- I I I . � . � I I I � , I-11 e � I� I - . � , , ,�,�_ �,�" .�" � I �I �I I - . 1 I I , I I I I I . � I 1 13 ALL UNTIGHTENED BOLTS SHALL BE REPLACED BY ,NEW ONES, I I I I I " . 1 . ,` 1. ''.. ,I, ," '' IN " �* , - I , , li I 1� � . �, � I I I N � �, � I I "I I - ---I ---,. ._________,---.---- ,�-.."-.-''-�-.,---,----� ­­­­ -_ I I I .1 � " I �,- ­,­1 , . I , .� 1� L , -, , , , � � 11 I I I - , I .1 � , I t,,­ 1.,� ��,� I" ,1:�,�',i�,� ,� , __:1 � ­ -10� , � � I I I L i � . I ­ , ,� 1, � , I NT SHALL BE COMPLETED IN ONE DAY. , . . I " I I ,0 , I I I " I \ I I I . I I I 1, I I I I � I ,� . I I I I ­_ ­_­1 ____1_____.__­­ ____, _,______,____._ � " � , ,' � ���, " . I � 11 I . ,��::�� I. I � I I____ I . . �, �,��,- , I � I : . , I . � \ I, � I , I 1. ­ , I , , .1 � '�� � I � . , I � \ "I � � I I . 1. I �,� ' "�, ,', , ­ .,� I'L 1, � , ' I 1�� - , I 19 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION TOPROTECT � �� I 0, I , � � "" � I - - ' 'I'll,"), " . I I�"1, � I , I ,VNEW GUY ATTACHMENT SENT PL. ' - , I 1'��, I I 1 , � I . \-� NEW Guy ATTACHMENT BENT PL. I I I . I � I - - I - �,--.-�--�-------,-----�--�. ---,- --�-,�.---''..- � ­ HYANNIS - I I I . '�'� , : �, , , �; 1. 1 3��, � . I I � I I . . I I IV 1�' I . � I � I - ALL EXISTING EQUIPEMENT AND STRUCTURES. I I I 11� , � I , ��� I I I I � I I -_- I, 11 . I I - I 11 - I , � 1� ,., ,� ," � ��, . I 11 I I I, I I I_)� � \ i � . I I -_­ - -­­­_ ---.--- -_ ,- _--_� ___- _ ----_._.______.____�___,________--.----_____ . I'll, , , : - :, ,. I I 11 ­ I I 1, I I I . I I - �.1�11_-.111, I , - I I , I : .� . I I � I � I� , . I I .� I 11' � I I � 11 I 1 . I . � 1 16 THE STRUCTURAL INTEGRITY OF THE TOWER SHALL BE PRESERVED AT , I I 1 . , I 1­ - � " 11� I ,,, I I I �. I . I I I , � � I I I . ­­ ­­_ ____ -­­1 1.I— _1____.1-­­­_____- .1-1--111--I.- ____1- __­_ ­__­_1._ . I _;�,, � . I , I � I I., 1. � I . I I I - EXISTING REINFORCEMENT I . I � 1 � , s:1 1:� , `.' U0 . . I\ 0% � . . � . � I 1 � I � I I 11 . . I � I. I -_ ---.I- ALL.-M E - -­--1 �--- -----I.-­--­.�----­­_ ­_1 I—­-1-____­_____­_____ - I 1 � � ,��1` ,.-, : I - I I I I � I I '. I � I I ' :". � , I \I- I I � I I I I \ r5 I � . I MA 0072G , I "� , � ,,. \,r� :1 , I , , I . I . . I \ I I � Tt . . I � � , 17 PROVIDE ALL SHOP DRAWINGS FOR APPROVAL. , 1 � I I � I : , I I - . .I I � I I I I I I I I I . � 1, � .: ­ �."� I I , . I , I I 11 . 11 I I I I I � , 'I,I I�­ � . . 1 � I 11 I - I I, � I I I I I I m . .1 I I I I I � I I I .­ __ .'' ______ _______, I—- ­ --l-I.- .1 ­­­­-..I-,--.--�l----=-,-,--,------,--�-------,- �, � I I - 1 I I �1. � _�c � �1 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 � 11 - . - I � I I I � , % . , � 1� . I I 11 � I I � -.--.I-- .___­­.___ ­­­ ___­-1--1-1-1 --,..--.--,­­__ _­____1_­_____,_____,________,____ I . I I � � ­.-I , I I I � I I I � . I I I I I . I I I I ;c I � I I � I i t � I-- �. I . . - I I I I . I I I . 11 I I­:���. I I �I 1 I � , 11 I� � I � I Z ,-�� �,' , , ,: , " , �" & a � I __ . ­­­­ .�l.-------" ,,�--.-----� -----,�l-,-.--,--�---,-- __.________..___------_____________.____.___ I ''. , , ,�� -�, :'' , . I I �,,,"'; ', '. �­,I , ", I , , � , , � I � I � I I I . 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I � � I I I I , I � I I - ' ' 11 � � , I , I � i I - , , , - ,,, 1� I �� : -, � , s, , � . " , �...... ", I �,, I� � � , , �: " , I , I I � i� I .� ., I , . - 1 I 1+11 I . I�-:_ ­', , �- I I . I � ,: I . I - � � I . I I 1.1: I � 1, - 11 I I � 1% .1, ;; ­�r '� -,�!�, , ,; I �: - � : , � I I 11 " " � �".,-" � I , , , I I � :- , " � "- 1 1, ,;,,� I I , I I - �� �- ,, I, " ��� �, k,�,�,01,,', . �,��',�- � �s �,�: �': __',�� _� -is .'. � , " " I - I ", 1� - 11 �� � , .:,, __ I ,� I - , ,,,, � '' � '' , , I I ,1, , . % . I 1,1 I 1� I . I 1 . I , 1� � , I .11, ,� � I I � � I No NOTES GUY WRE TABLE 1 FOR GENERAL NOTES SEE DRAWING C *F (kips) :2 CONCRETE WORK SHALL CONFORM WIRE �ULT� I.T. 50 NUMBER ELEVATI REMARKS 26* oz,146* oz.266' STEEL *SHALL CONFORM TO ASTM A36. ON CAP 3 'T AIM At TYP E (kips 1 1/4" 1, 1/4" 4 CRETE.COMPRESSIVE RESISTANCE: 4000 p§i AT 28 DAYS. Hl 34'"0" 3-1/2"0 E.H.S. 26.9 2.69 2.69 2.69 FROM EXISTING EL.: 59'-0" ' AIR CONTENT: 5 a 8% 1 4* H2 69" 0' 3-1/2 0 E.H.S. 26.9 2.69 2.69 2.69 FROM EXISTING EL.:' 139'-D" NEXTEL COMMUNICATIONS ' SLUMP. ±1 3 i/2 CONC RETE MUST BE VIBRATED. THE, USE 0-F-,CALCIU.M--C,HLORIDE 15 IR ATTACHMENT GUY -ATLANTIC,� INC, OF THE MID -1/2"0 E.H.S. 26.9 2.69 2.69 2.69 FROM EXISTING EL.: 139'-0", SHACKLE �CROSBY ,G-20� 104'�O 3 PROHIBITED. 3 0, FI SHALL CONFORM TO ASTM A615-96. 4.24 24 NEW R4 319' 0" 6-5/8"0 It.H.S. 42.4 4.24 4. 6 TRENCH BOTTOM SHALL BE EXCAVATED USING A'TOOTHLESS BUCKET, 0 14 , I I . . I. I I --- 3-13/16"0 HOLES--\ NOT BE DISTURBED DURING CONSTRUCTION LEXINr.,TON, MA 02173 - 'PR FORMED -GUY GRIP E" WORK. 7 SOIL CAPACITY,SHALL BE AT LEAST 300 PHONE: (617) 839-6000 .�-2-11/16-0 HOLES 0 lb/fi FOR 5/8"o BOLTS 8 ALL STEEL MEMBERS AND ANCHORS BURRIED IN SOIL SHALL RECEIVE 2 FAX: 7 OATS OF MULCO FIBER COAT M-50 OR APPROVED EQUIVALENT. (617) 839-5912 GUY WIREHARDWARE 7- 9 VERIFY GUY LENGTH AND CONDITION BEFORE REUSE. GUYS WITH ATTACHMENT TYPE KINKS OR CORROSION SHALL NOT BE REUSED. r- SHACKLE SHACKLE TURNBUCKLE NUMBER THIMBLE TO MOVED GUY GRIP SHOULD NOT BE REUSED. AT TOWER ANC. ,PLATE JAW & EYE TOWER, ANCHOR ------- N 11 S PL. 3/4"."TH. -0 Hl 5/8 5/8" 3/4"xl 2" 5/8 PREFORMED - . sUY (TYP.)' HYAN IN YELLOW GARD SLEEVE ON G, 5/8"0 H2 5/8", 5/8" /4"A 2" H3 5/8" 5/8" 3/4"02", 5/8-0 PREFORMED RM H4 3/4", 3/4 , 3/4"0 PREFORMED PREFORMED G OU 2/0 'TO, R ND �:'EXISTING� GROUNDING' D -------- SUBMITTALS TENSION, CHART , ,-:THIMBLE CROSBY G-414 DETAIL rA 'ITURNBUCKLE . ELEVATION AZIMUT 26* 146' 266* NUMBER Olt JAW & EYE AT ANC. -C) a '10 20 30 0 10 30 20 30 0 10 20 ':STEEL WIRE"WITH PLASTIC ------- 1CROSBY HG-227' SLEEVE' 'AND CLIP TEMP. (7) 32 50 68 86 32 50 68 32 50 68 86 k Hl SEE PLAN 1 PULSE (SEC.) 3 PULSE (SEC.) TENSION (kIps) H2 SEE PLAN I PULSE (SEc,) O..j -- ---- -RMIT E (SEC.) 5/6/98 ISSUED FOR PE 2 __��SION ips) 1 PULSE (SEC.) SEE PLAN 981 ISSUED FOR REVIEW 3 PULSE (SEQ) 'ALLOW 'A MINIMUM TENSION (kipS) AJUSTMENT OF ULk,H4 1 SOmm IN BOTH 3 PULSE (SEC.) DIRECTIONS AFTER TENSION, k!Rs) -SS -- .SHACKLE CROSbY, G-209' 1 PULSE (SE76"j ATLANTI C WIRELE INITIAL SETTING AT AZIMUTH 266": 3 PULSE (SEC, GINEERS ]NC. 0 1- INSTALL NEW ANCHOR INSIDE EXISTING ANCHORS. (SEE RADIUS P� ON DRAWING C2) 1 PULSE__ASEC.) -------3 PU ELEVATION 139'-0" TO TEMPORARY ANCHOR PLATE 2- MOVE EXISTING GUYS AT P.O. BOX 1015 LOCATION ON TORQUE ARM. U-) INSTALL NEW GUYS T ELEVATION 139'-0" AND RELOCATE SANDWICH, MA 02563 EXISTING GUYS TO ELEVATION 69' -9282 PHONE: (508) 888 4- INSTALL NEW GUY AT ELEVATION 34' -ry /2"x3/4" � G GUY AT ELEVATION 59'-0" (GUY SHALL BE PL. 3 1 FAX. (508) 888-5859 PICAL GUY ' ASSEMBLY REUSED AT ELEVATION 34'-0" AT OTHER AZIMUTH) 4 6- INSTALL REUSED GUY AT ELEVATION 104'-0 .N.T.S. 2-L-3"x3 xl/4, f C, ! IVIL AT OTHER AZIMUTHS 00 NO.32259 1-- INSTALL NEW ANCHOR INSIDE EXISTING ANCHORS. (SEE RADIUS R3 2- 7/8"o BOLT ON DRAWING C2) 104AIL MOVE EXISTING GUYS AT ELEVATI 10 3 -0" TO TEMPORARY 2 N 139' LOCATION ON TORQUE ARM. INSTALL NEW GUYS AT ELEVATION 139'-0" AND RELOCATED EXISTING 0 3 GUYS TO ELEVATION 69'-0". 4 INSTALL REUSED GUY AT ELEVATION 34'-0". 5- REMOVE TEMPORARY GUY AT ELEVATION 59'-0". 6- INSTALL REUSED GUY AT ELEVATION 104'-0". THIS DRA'WING IS COPYRIGHTED AND IS THE AT END OF WORK VERIFY TOWER VERTICALITY AND ADJUST SO EL COMMUNICATIONS. GUY TENSIONS ACCORDING TO CHART, IT IS PRODUCED SOLD Y FOR THE USE BY -ILIATES. REPRODUCTION NEXTEL AND -ITS AFF OR USE U THIS DRAWING AND/OR THE MFOR MATION CONTAINED IN IT IS FCRBIDDEN WTHOUT THE VPITTEN PERMISSION OF NEXTEL COMMUNiCAT:ONS. PLAN VIEW ENG!NEERfNG CONSUTANiS 60 kips ulvard, suite 600 Laval, Quebec, Conodu H7V 3Z2 —4970 Telep�.one (514) 688 FACTORED LOADS —1013 REF.: L005217A Tei,,covier (514) 682 A ANCHOR RADIUS [EA W::N:B Y: S. ETHIER BACKFILL: COMPACTED @ 92% OF M.P. CHECKED BY: L. BE AULIEU l'-O" THICK LAYERS BY MAX. SITE NAME 00 HYAN N I S NAT. GROUND 11/16"0 HOLES f FOR 5/8"0 BOLTS SITE NUMBER BOLT AND FILLER PL. co 2 L- 3*X,3"x 1/4" z 7 t UNDISTURBED SOIL 1 1/4"0 HOLES FOR 3 REBAR #8 UJI U- LOCA ANCHOR INSTALLATION P 3/4" S (T.&B. 2 DIR.) #5 @ 1 C) 64. -4 4 3" 4 W. 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LL MATERIALS A WELL-A M THO S ND PRO SSES S D A S l S E D A CE UE �, s nk : . . . .. ,- IN THE PERFORMANCE OF-TH WORK SHAL NFORM TO TH E L CO E A AR OF A TA I N EXISTING WHIPS S7 ND DS THE 1� SSACHUSETTS S TE BU LQI G CODE . N XT ANp THE GENERAL CONTRACTOR.SHALL BECOME FAMILIAR E EL COMMUNICATIONS R WITH SUCH REQUI EMENTS. - tn >$ ® OF THE MID ATLANTIC INC. - - . _ n r . O TH N RA TRACTOR H M WITH RU. . . • � 2. � GE NE RA CON 0 5 ALL CO PLY THE LES - , . O OF THE BUILDING AS TO THE HOURS OF AVAILABILITY OF y ., 4b ARTW AV EN.- � HELL E UE _ N AND NG MA RIAL E IPM NT AND RIS TO ",. _ S, QU E DEB H U TE LEXINGTON, MA 02173 . : EXISTING PLATFORM � AVOID CONFLICT AND INTERFERENCE WITH FACILITY . c . BUILDING OPERATIONS. CONTRACTORS SHALL BE . D PHONE. (617) 839-6000 ". '. A N A RESPONSIBLE FOR HANDLING MATERIALS. NTE NA MOUNTING M ST (TYP) FAX: 617 839-5912 T.. ( ) EXISTING STAND OFF I-, ,- .: ANTENNA MOUNTING MAST (T N A oN A T R VI I . ARMS TO BE REMOVE 3. GE ER L C TR C 0 SHALL PRO DE ADEQUATE � t - . PROTECTION OF OLD AND NEW WORK DURING THE . ; . ,, . CONSTRUCTION PERIOD. SHOULD DAMAGE OCCUR, THE ?. 11- .. ' F CONTRACTOR SHALL REPAIR AT THEIR OWN EXPENSE. C� CTD .. , : i PROPOSED NEXTEL R G ? .,.. O 4. CONTRACTOR TO CONTROL CLEANING TO PREVENT DIRT OR Y ANTENNA ARRAY �( O HA I V I V I S , . R �� '9 DUST FROM LEAVING THE.JOB SITE AND INFILTRATING •. (12 TOTAL) �O Pti ��M G CJT AREAS NOT INVOLVED IN THE PROJECT. GENERAL 16'00.9, ANTENNA SUPPORT FRAME �,� �� h A® � CONTRACTOR SHALL KEEP THE AREA REASONABLY CLEAN AND , M A--- O O / 2 EXISTING GUY WIRES : DUST FREE DURING WORKING HOURS AND LEGALLY DISPOSE - : . W OF ALL RUB �w . BISH DAILY . . } 0.57' . a TYPICAL ANTEPlNA Sl1PPORT 2 5. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF , ... ,Y 64 WORKERS, PUBLIC AND PROPERTY.: i NOTE: i - - r - - , ., I -: t SCALE N.T.S. Al ANTENNA ORIENTATION IS BASED ON s• WHATEVER WORK Is DONE wHER No DEFINITE DETAILS OR EXISTING OMNIPOINT , _ SUBMITTALS v Ix TRUE NORTH, THE CONTRACTOR TO INSTRUCTIONS ARE GIVEN, THE CONTRACTOR SHALL - ANTENNA ARRAY , G 0 VERFIY IN THE FIELD PERFORM THE WORK IN ACCORDANCE WITH THE BEST I.I',11.,'1�.�,I.,�I,��I I.I�I I.I I II.1..I,I.-II. �­I-I.'.�I .���I�1.I 1,I1I.�I 1...I 1 1II II II�I 1­I I-I I1I II1,I1 1�....�I I.I�I I.I..�..I....I.I 1I.�I.I I I I�.II_�I�I II/.II I.I I I I.,.�.I �I I. I�.I 1I,I,�I I • „ . - . ., , : r Z PRACTICE; THAT IS, AS THE WORK IS IN ACCORDANCE , , , i I C5 . - Q WITH THE HIGHEST:STANDARDS OF THE CONSTRUCTION } IN STRY, WITHOUT EXTRA CHARGE. II_L, JiT !,. / / __. . .� r: P ANTENNA ORIENTATION 3 7. ALL WORK IS TO BE DONE IN A FIRST CLASS MANNER AND � , `. > IN ACCORDANCE WITH THE BEST PRACTICES WITH FIRST D 3/22/98 ISSUED� FOR REVIEW SCALE N.T.S. A-1 CLASS MATERIALS NO EXTRAS WILL BE PERMITTED f , UNLESS SUBMITTED IN WRITING BY THE CONTRACTOR. C 4/1/98 REV. 1 FOR ZONIG l, i .•„ ; ,' . ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE t. g 3/10/98 B ISSUED FOR •ZONING . .' :;, / OTHERWISE NOTED. ALL CONTRACTORS m1'�, YEAR, UNLESS „. 1 , : SHALL SUBMIT IN WRITING THIS GUARANTEE. � A 3/5/98 ISSUED FOR REVIEW � i . r '.;' r > 9. UNLESS SPECIFICALLY NOTED OTHERWISE ALL WORK SHOWN . I{ _----0 WINGS THE GE AL TRACT RRA SHALL BE PERFORMED $Y' NER AT LA N T I W I R E L S `; CON C 0 Fk/ 0 10. GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH ATLANTIC DESIGN , ENGINEERS INC. ' � . [ S7/Af THE WORK OF ALL OTHER CONTRACTORS, WHETHER THEIR o c �, OWN OR THOSE ON SEPARATE CONTRACT. PRIOR TO _ , ,. ; I ;, NlG'ly COMMENCING WORK, THE GENERAL CONTRACTOR SHALL P.O. BOX 1.015 . �/ I CHq//�/ 0 PROVIDE A WORK SCHEDULE TO SHOW ESTIMATED SANDWICH MA 02563 . • i 9, //� COMMENCEMENT AND COMPLETION DATES OF EACH TRADE, x ' C kF ' (v —. ENC IDENTIFYING ALSO LONG LEAD ITEMS. PHONE: (508) 888--92$2 E ,. i t �, . O FAX: (508 888-5859 < ,, • 11. WHEN "APPROVED EQUAL% "EQUAL TO OR OTHER GENERAL ,, . PROPOSED 10' YVIDE J .�,'. ` O QUALIFYING TERMS ARE USED, IT SHALL BE BASED UPON I ` UTILITY EASEMENT �.,; THE REVIEW AND APPROVAL BY NEXTEL NO MATERIAL 7 EXISTING SUBSTITUTIONS SHALL BE MADE WITHOUT FIRST INFORMING P��NOFt i ______ -- 4'x4' CONC. CEMENT BLOCK NEXTEL SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS ��` stM09d8C" . ff EXISTING STOOP AND SAMPLES fOR APPP,OVA :IN VrRIT1NG PRIOR TO +'I o THOMAS $�_---. . UTILITY POLE , ,< ' COMMENCEMENT OF WORK `� hliL O 1 ��,�� TT -, I: G . , PROPOSED 10 x20 12. A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS FA P .�� (J` J HALL BE KE T R W EX /s . I -I II �,L I I I I�I� U/ PREFABRICATED O S PTA THE J08 SITE FOR EVIE BY N TEL. F _ �SIONAL U G O EQUIPMENT SHELTER V f3. THE CONTRACTOR SHALL HAVE A COMPETENT _ 1 . � :J ;- . __._. _ _ (TYPE 2) Y W! SUPERINTENDENT ON THE PREMISES AT ALL TIMES WHEN s - '� _: ___ _�_ RF I� C� . ti . - THE WORK IS IN PROGRESS. J J a «-- ._ __ cv ICE BRIDGE POST TO ELECTRIC , ..: Q i : SERVI c� -H BE 10 (TYP) CE , 11 II . j Q �` 14. THE CONTRACTOR SHALL INCORPORATE THE CONSTRUCTION . N +1 " . 1, ENTRANCE , .11 THIS DRAWING IS COPYRIGHTED AND IS TH.II.I_I ,` _ DRAWINGS, AS WELL AS NEXTEL CELL SITE SPECIFICATIONS .III.II I I�.. _I_ _1IL SOLE PROPERTY OF TEL COMMUNICATIONS. I J .LI , FOR BIDDING THIS PROJECT. O D r- - / IT IS PRODUCED SOLELY FOR THE USE SY_ i ¢ •�t EXISTING UNDERGROUND TELEPHONE °' .: UTILITIES FROM UTILITY O SERVICE .NEXTEL AND ITS AFFILIATES REPRODUCTION ,H J 0 OR USE OF THIS DRAWING AND/OR THE INFOR- ,: POLE TO BUILDING ` •,. :' I ENTRANCE : ,^ ; , : : ; MATION CONTAINED IN IT IS FORBIDDEN WITHOUT ., r7 `,•., II IL I I ' THE WRITTEN PERMISSION OF' NEXTEL . x I-- EXISTING • LI I. I'L.I- III �II I II .II I .1I II • MANHOLE COMMUNICATIONS EXISTING COAXIAL W N • I O o CABLE (TYP) 24" WA UIEii LI VE G D EXISTING ` . '. ICE BRIDGE : i ! ' I DRAWN BY: G.M.C. 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PROPOSED i0'x2O'xl0'' TALL(H) 0 Y. ;,. `\ UMBER PREFABRICATED _ O : SITE N EQUIPMENT SHELTER TYPE 2 - > _ ( ) �'G MA-- 0072G PROPOSED.ICEBRIDGE ! ,per JI • .- r J, . . - , EXISTING LIGHT �� : . -; _. ��G A r, O � O E��r SITE ADDRESS , :• . _.. . . ;4 - - - w_ _ %� r. 463 OAK ST X, :v Y ... > ), , ,.. o _ RN ABL v 169 AMSL _ W BA T E MASSA HU TTS r , , -: i t'I , NOTE. - •` �' �, . ,T . , • 1. SEE C2, C3, AND C4 FOR \1 . 1.;• TOWER UPGRADE DRAWINGS. , . . . ,r \ SHEET TITLE GRAPHIC SCALE , . , ,a - ; 10 20 ,� GRAPHIC SCALE SITE DETAILS r, 0 2 0 . IN -: . •> . " ,. 1 inch - 10 ft _ ._ . , . .. - r' . , (,IN FEET ) 1 inch = 10 ft. ' 1I L�I%I'�,.'IL"I 4I!II.. '1.1I I1 1.,I0 1",.�,!I I,I�I II,,'l,:l��.,_,-1 I%'1I'-II"�;I��iI,j �'II'L\II"1'%II.I1�I,IiI,I,L1",L �"I Ii�i.I,� -I,,-,LI,,.�;-.:,,i I�Im.I I I�ii��,L..�.L,oI.Ii".I.'L,I,mI.,,L��I I" ;�.�,.I=I I, ._1_11.-1I-.L.._I_I.1'I�.I.I,I I�i I I-I 1I.I I II Ix L­.I,1 I I. 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I I..I I.I 1L.L�I.1.,- . ;, -7-,, . 1. : 1. r: ,, . , 0 T P]E R,,'.,��',,.FO U N DATI 0 N :GE NEk�AL-",-N ' ES " NEXTEL 'COMMUNICATIONS c x7jo, I" OFTHE MID-ATLANTIC,:, INC. sl �lo CRUC,�:�S � :Co HELTER �40 HA RTWELL AVENUE ' SHELTER, LEXINGTON, MA, 02173 c INTtRNAL"VIBRATIO -ACCORDANCE VITH CO sHALL, CONSOLIDATED , 13Y NJN BE 6000 PRA ACI A 72`� RECOMMENDED.', -'CONSOLIDATION:OF CONCRETE, PHONE: 17) 839 CTICE'l�FOR: .(6" F (617) AX 839 5912 CONCI, 3' (MIN) C L PLACEME SHALL ��SE­,�]N ACCORDANCE ,, 2 -W' 'k RETE� Otb`� LATHt ,/HbT , WEAfHCR­ NT: I �306 FINISHED , GRADE EST,,. CYLINDERSi .- 1 AT T'DAY T S �2:- AT� 28 DAYS. :�SUBMIT , TEST ��`PROVIDE, CONCRETE . HYANNIS A --:.�`,�'DATA`�-TO PROJECT' .. - FOR REVIEW, ,'AND,,APPROV MANA SHELTER A— '6 D PORTS, �SHALL' 4 -' �DETAIUNG ' iFABkiCATION, �:P-LACIN �,'AN ' :SUP L BE, IN ACCORDANCE WITH 'AND �CRS . ACI`134 8 `�89 STONE OF, 3000 psi 'AT 2 'A' ',MINIMUM COM R SSIVE,, S '5 CONCRETE �SHAL 0 TRENGTH CHAVt:� ::III I I Mll I AY 4w D S AN ' SHALL 'BE,,.,INSTALLEb ; IN ACCORDANCE WITH _THE.',ACI-318 * 83 G , M I N)' -CO 0 4 b R bb 0 1 R EM ENTS 'F R, ,REINFORCED,''CONCRETE. SLUMP, �SHALL,l'BE ,�7-57 "AND 301, SUBMITTALS �,4 FINISHED GRADE BUILDIN MA IMUM �AGGREGATE `SHALL �BE. 3/4'. X � 0 BARS ,'SHALL� CONFORM "TO ' 1 'R INF jj�l�11 I I 1=1 I I-- 4)-611 (MIN) #3 TI ES (TYP) X§tM LA6 6 82 GRADE tO ' SPECIFICATIONS (SPACED 12" O.C.) 6.1 E RCNG�7. 4. 4 4 P), STONE AND��'15E! DETAILED iN : WITH Acl —' 318-83.' ' #3 TIES (TY 24" (MIN) 71- MAX71M UM",PERM ISSIBL -.-VARIATI F�' IOCATION SHALL BE 11". CONCRETE : PIER E ON 0 PIER� I (SPACED @ 12" O.C.) 6—#7 VERTICAL BARS FF VARIANCE' ,FROM PL B �5HALL EXCEED, -D rO (EQUALLY SPACED) . :8.% '', T, OPS ' Or.% CON'CRETE,,., 'PIERS'�s.SHALL�' BE .'WITHIN' ' O.-02 FEET OF -ELEVATION SPECIFIED, 4 3" - 4 AJ4 2 8 SSUED FOR REVIEW SHIM ' AS , REOUIREDi' TO ,LEVEL .THE,�SH ELTER.:: /9 11 CLR 4 ORGANIC; FO PLACE' ENTIOF 'STONE. IF� MATERIAL PRfOR 1 FILLING' IS A L WIRELES'S .' ANTIC REQUIRED BACKFILL COMPACT WITH- 'WELL DRAINING' GRAVEL. ATLANTIC DESIGN ENGINEERS 'INC* 6—#7 VERTICAL BARS IF SOUND ,ROCK : IS:iENCOUNTERED',AT �*LrSS .-THAN THC.,--SPECIFIED FOUNDATION (EQUALLY SPACED) P.O. BOX 1015 ""DEPTH, - USE�,� ALTERNAT GROUT EVERY� OTH IVE ,10U.N' DATION., LEDGE CLR ER 0' ROCK 3" CLR AR 6" INT SANDWICH, MA 02563 CONDITIONS VERY': FROM S TED FOUNDATION DESIGN .11 �'CON ACT, ENGINEER. �SITE'� TA i 30" T IF PHONE: (508) 888-119282 CRITERIA.. 30" FAX: (508) 888 5859 :1.2.", , FOUNDATIOWDESIGN SUBJECT TO 'MODIFICATION. BASED UPON SHELTER DESIGN , Y MANUFA -MANAGER CHANGES, B CTURER. VERIFY DESIGN ,�'ACCEPTANCE WITH PROJECT PRIOR 'TO,,"CONSTRUCTION 30" PIER FOUNDATION IN SOIL OMAS cly 1 -0 N t4 Df SCALE: 1 lb.t ""UNDATION ON ROCK 30" PIER rr' THIS DRAWNG 'IS COPYRIGHTED AND IS THE �(ALTERNATE - SEE NOTE 10)_ 2 XTEL COMMUNICATIONS. IT IS PRODUCED SOLELY FOR THE USE BY SCALE TI NEXTEL' AND ,ITS AFFILIATES. REPRODUC ON USE OF THIS DRAWNG AND/OR THE INFOR MATION CONTAINED INAT IS FORBIDDEN WTHOUT THE WRITTEN PERMISSION OF, NE>�TEL 4 COMMUNICATIONS. l 2 (TYP) A-2 DR N CRITER,IA 4 Y: "7 LOADED SHELTER WEIGHT: 51 ,0000 ',Ibs R W CHECKED BY: DESIGN SNOW LOAD: 30 psf MIN, ALLOWABLE SOIL . BRG. PRESURE: 2 610,- p sf PIER DIAMETER:, 30 INCHES MAXIMUM FROST DEPTH: DIAMETER '12 . SITE NAME .4 n PIERS :(TYP) HYANNIS 6 4 U 'E bF. '� OUT N SITE NUMBER SHELTER �TOP OF FOUNDATION ELEVATION TO BE DETERMINED BY 1/2" PREFORMED FLEXIBLE, JOINT CONSTRUCTION MANAGER —0072G 4'X4' CONCRETE MA STOOP /4"/FT SLOPE (BROOM FINISH SHELTER FIN'ISHED WWF 6x —W2 6 OX' W2.0 SI TE ADDRESS FLOOR ' 4 3/4" CHAMFER ON EDGES 4 , 7< 'A W. BARNSTABLE 4 ITLE 91 90) D 9' STONE' FOUNDATION ETAILS 19) —610 EET N UMBER SH N SCALE:NTS N " 'CRETE STOOP 'PIER "UNDATIO" ' PLAN 3 CO ' SCALE.NTS BONN q COAXIAL ' ' CABLE', BRIDGE NOTES z GPS' ANTENNA AND ' "L' SHAPED -MOUNTING _ BRACKET �,SUPPLIED , BY, ' PIPE ' CAR 1 . STRUCTURAL''STEEL SHALL BE ASTM A36. PIPE SHALL -BE ASTM SUPPORT ARM 'ANGLE -(SEAMLESS). NEXTEL,:, A53, GRADE 8 - COMMUNICATIONS NEXTEL: x2-1/2"0/16 ', 2. EXTERIOR �STEEL SHALL BE, HOT—DIP GALVANIZED, AFTER ' INC-- ­1/2 2 OF THE MID "ATLANTIC 0 FABRICATION AND WELDING, TO ASTM Al 23. ' HARDWARE KEEP :REFLt :.CT�ING 10 BOLT SHALL, BE', EITHER A325 STEEL, GALVANIZED TO ASTM Al 53P 'BELOW 10*,," 40 HARTWELL 'AVENUE 5/8!'0 x '3/4"' LONG W/LOCK WASHERS OR 18 ' 8 �STAINLESS. LEXINGTON, MA' 02173 PHONE: (617) ,�839-6000 3. SIZE, NUMBER AND POSITION OF COAXIAL CABLES MAY VARY. 5/8 0 J' BOLT —5912' FAX: (617) :839' SUPPORT ARM ANGLE WEATHER: ,PROOr�D . 4. POSITION , BRIDGE ASSEMBLY . SO HAT COAXIAL CABLES ENTER 5vPx3P?'1/4*v x lAREA BMIR ANTENNA AND SHELTER AT� PORT CENTERLINE HEIGHT ABOVE GROUND MAY 7 VARY ACCORDING TO SHELTER AND LAYOUT. : 4 L SHAPED MOUNTING BRIDGE HANGER BRACKET SUPPLIED BY HYANN IS �I I NSTALL -GROUND,, KIT ON 1/Z' .,COAX NEXTEL KIT 5_ USE 3/8' HARDWARE. FOR MOUNTING UNLESS OTHERWISE NOTED. z MA ' 00,72G AND, TIE� BAC EXTERIOR K O ANTENNA GROUND SYSTEM 6. COAXIAL 1/8" TO THE 'FOOT, AWAY 'WITH FRO \_4" O.D. PIPE (SCH 40) M THE SHELTER. ST WIRE ' #6 OPPEk IF', OVER' —01, FINISHED —6" DEEP PIER FILLED WITH 3000 psi PIPE ' MAST OR .7. FOR SOIL, USE 15" ,,DIAM. 3' CONCRETE. , INSTALL TOP OF PIER FLUSH WITH PROPOSED SUBMITTALS GRADE . UNISTRUT UP TO 'GRADE, AND PROVIDE GRADE FOR DRAINAGE. x 1/2" HELIAX 3/16"' OD 8. FOR EXPOSED LEDGE ' PROVIDE GROUT, LEVELING PAD, ' INSTALL CABLE BRIDGE -4 5/8" EXPANSION A G. OU WITH STAINLESS -,STRAPS F�=I NT' < SUPPORT PIPE GROUND GPS MOUNTING � O NLY (2) , 5/8" EXPANSION "STRUCTURE BACK TO 9. FOR, CONCRETE, 40 0 EXTERIOR GROUND SYSTEM ANCHORS, 6" LONG. W/' #6 `STRANDED GREEN ISSUED FOR' I T AND DOUBLE LUGS (TYP.) 10. FOR BURIED ' LEDGE AT LESS THAN '3'-6" BELOW FINISHED ' GRADE, SH ELTER u- 7 SEE NOTE A 14/22/98 S D FOR REVIEW,, ROOF' CORE 8" DIAM.'�� HOLE INTO LEDGE 18" DEEP. FILL AROUND PIPE WITH IISUE NON—SHRINK �GROUT. USE COAL TAR ON BURIED LENGTH OF PIPE, 15" AND BACKFILL TO FINISHED' GRADE. ATLANTIC , WIRELESS' � 'o, 1 . FOR POSTS � ON CONCRETE OR EXPOSED LEDGE, PROVIDE 4"x8x ATLANTIC, DESIGN ENGINEERS� INC. 3/8" BASEPLATE WITH (2) 11 /16" HOLES 6 0.C. 6 : NOTE: �X 3 X' WELD' PIPE TO ANGLE OR GALV -.ANGLE P.O. BOX 1015 MOUNT WITH (2) GALV 1/4" BRIDGE HANGER KIT. C -MA 02563 U—BOLTS AND -HARDWARE SANDWICH, REPLACE WITH EQUAL AS APPROVED BY NOTE —9282 (508) 888 . CONSTRUCTION MANAGER. WITH (2), 1/2 —5859 , MOUNT . TO . TOWER FAX: (508 ) 888 1 SEE PROJECT AREA ' SITE PLAN CABLE BRIDGE SECTION r2 FOR ANTENNA . LOCATIONS. U—BOLTS P (TY SCALE:NTS -\A OF 44AAA 2. COORDINATE EXACT LOCATION WITH NEXTE L PROJECT MANAGER. SIMON B. TH00S ViL 2259, a mo , GPS 'AND BMR ANTENNA. m UNT SCALE:NTS THIS DRAWNG IS COPYRIGHTED AND IS THE XTEL COMMUNICATIONS.' IT IS PRODUCED SOLELY FOR THEUSE. BY NEXTEL, AND ITS AFFILI ATES.' RE OR USE OF THIS DRAWNGANb/OR THE INFOR— , MATION CONTAINED IN IT IS FORBIDDEN WTHOUT THE WRITTEN PERMISSION OF NEXTEL COMMUNICATIONS. PIPE 'CLAMP DRAWN BY: G.M � ADJUSTABLE TOWER MOUNTING BRACKETS 2-3/8 ANTENNA RT ANGLE : LEG , - .'MICROFLECT 3 FT. ' STANDOFF PIPE- MOUNT 'EQUAL TO M.F.J. CHECKED BY: ANTENNA MOUNTING FRAME PIPETO BE HOT DIP GALVANIZED ' 4 �ADJUSTABLE TOWER ANTENNA MOUNTING FRAME TO BE CONSTRUCTED ' r LVANIZED PIPE SITE NAME pip DOWNTILT BRACKET W ET '2 '3/8 "HOT DIP GA E CLAMP TOWER LEG 4 ANGLE TOWERLEG HYANNIS 12' ANTENNA SI TE NUMBER STABILIZING 4 MA 0072G SITE, ADDRESS 5� W. BARNSTABLE,'� mAsSAcHuS'ETTS , 4 ION A—A ANTENNAMOUN'll ING PLAN Ee%T SCALE-NTS SCALE,NTS NOTES, SHEET TITLE 1 ,ALL ANTENNA ':MOUNTING .:COMPONENTS TO BE HOT DIP 'GALVANIZED. ALL ,FASTENERS 'TO",8E STAIN�LESS STEEL. 3., ALL' MOU NTI NG , RACKETS TO'�BE INSTALLED PER' MANUFACTURERS SPECIFICATIONS, ETAILS SHEET, NUMBER N .......... NA UNTING ELEVATIO A"TEN" mO �'SCALL:N TS A - 3 ibo i I - w . . , . r_� „ - - new"EMM p .. . , . . _ .. . . . _ " .. _ _ .. I " 1 . _. „ : , a �e�= , % ELECTRICAL AN D D T � _ E EPH �- ., TELEPHONE NEXTEL COMMUNICATIONS:- : EXTERIOR ,: - _ , G N . ELECTRICAL ENTRAN 4 E ERAL NOT ES __ _ _ . . . ESTER z• O F TH I -- . , PENETRATION ,WITH, PVC E M D ATLANTIC INC. N H _ . , ; (''�''' _.. 1 . WALL .. , I .� INTERIOR TELCO BOARD - L EVE B SHELTER R MF a , SLEEVE ELTE R 4 0 HARTW L AV BY SHELTER MF` _ E L ENUE - { ` .,1 . L G COMPLETION OF WORK PROVIDE ..OWNER WITH AS BUILT , 1 . . . DRAWING SHO LEXINGTON MA02173 . S WING 'TELEPHONE AND ELECTRIC � LOCATIONS. A -,: PHONE: 617 839 . 6000 WO RK ORK SHAL L CONFORM TO THE T E NATIONAL ELECTRICAL . ELECTRIC L CODE FAX. 617 839 5912 ,..,, . '. • EXTERIOR . . - I " . r � METER M SHELTER k _ , - wervancum'zolum 3. SHELTER IS PR WIR,, E ED AND TESTED AT FACTORY. COORDINATE WITH% :: WALL : , � . 0 ,__ I- UTILITY AND LOCAL ELECTRICAL P , . C L INSPECTOR FOR FINAL POWER . .. . i 11 I � , , ,, * I . I � 1METER BASE CONNECTION. I 11 - 1 ­1 . 11 116 11 . - 1. I 1 6 1 I ( (D - 1 HYAN 6 1, I I � , IN IS. 16" 4. INSTALL AN W . . D IRE O 20 AMP 120 240 V 3W SINGLE . PHASE METERBASE. �­�6;,, " , -­1 . �l . 1111.11' . 1116. . - . I � _., .1;i, ", �'l � ." . ,� _.,6 1 I , . . / � ET .. I WIRE TO DISCONNECT. UTILITY WILL SUPPLY METER. COORDINATE W TH :: , UTILITY FOR METER TYPE AND INTERCONNECTION.," ;. . ., . . L',.'.. .. I il , 1. I . , f_ 5. AL L EX STING UNDERGROUND LINES ON SITE TO BE LOCATED PRIOR :T p I CONSTRUCTION. . . I r SUBMITTA LS . r : ., . ` INSTALL JUNCTION BOX INTERIOR 200A SERVICE I I 6. SEAL ALL SERVICE ENTRANCES INTO SHELTER FOLLOWING INSTALLATION. „ „ ENTRANCE BY SHELTER MFR 5 ' . NEMA 3R 12 x12 x6 ) 61 f A F.G i i ... 1-1 1"� � .. �,,I r I . : � . I TELCO ENTRANCE i . r _: " : , . . 4 , PENETRATION I INSTALL RGS CONDUIT WITH PVC SLEEVE I ATTACH TO SHELTER WITH I _ I { . ., (BY SHELTER MFR) :. I GALV. STEEL PIPE STRAPS) ,. r ,l C r 1 Ear` F , t: I dk' 1�1. ', r - . SIT % , A 4/22/98 ISSUED FOR REVIEW . " a.: . ,., ; , 6. I I � I /. I - _ I llll�'� 1'� , � 1, �; " ; �, , � ' ' 1611, 11 Ill - I - -- �1 ATLANTIC WIRELESS ­ 1 1 .116a ;.­,��,' ­ � 1111 ­ L.-. 11,11 I- I ,_ I ' ', �l I' - I. , I �,:� :,�� . � , I . . -1 ! 1--i i I�1 I I=1 11= III=11 I={ 11- I_ - I �► 6 ': �_ _, I I ITI I I fTl i I=11 I -I I - --- - I ATLANTIC DESIGN ENGINEERS INC. . I L-- .-I . __i E NC -III _ I _ I TO EXISTING GROUND III 1--I I I III _ __. ._ i- I � I �I , I I I I I I " RING III- P.O. BOX 1015 1 ' INSTALL RGS CONDUIT . :. - I (ATTACH "TO SHELTER WITH - SCH 0 PVC SANDWICH, MA 02563 ' rr. \ I \ 4 GALV. STEEL PIPE`STRAPS - SCH 40 PVC 11 T XI TIN PHONE. (508) 888-9282 \ ' R NG S `1 FAX: (508) 888-5859 G GROUN 1 .611 6 . --- �--•- --- SO VI - TO L TELECO . \ ELECTRICA _' Ll ,: :1w l;,7.`, � ­ . , , . ER CE SERVICE - 1 . NOTE. .` , Ile \ , . . . �N4F . . : FOR UTILITY SERVICE LOCATIONS \ P� sS� - q; s1MON B. t'y ;� SEE SHELTER .PLAN ON SHEET A-1 ,r' �� a EXOTHERMICALLY WELD . o THOMAS N ,: � ` w _ M - ; N � . OTE TO GROUND ROD _ � clylt FOR UTILITY SERVICE LOCATIONS o No.s22 a -" SEE SHELTER PLAN ON SH A-1 .¢ , Fc� : EET - f TELEPHO E SERVICE ELEVATION - L -SCALE:NTS I~- ELECTRIC SERVICE ELEVATION 2 A� , , G . , " SCALE:NTS E-1 .. % . 6 . _, . ';. THIS DRAWING IS COPYRIGHTED AND IS THE . SOLE PROPERTY OF NEXTEL COMMUNICATIONS. lll� . IT IS PRODUCED SOLELY FOR THE USE BY ', . NEXTEL AND ITS AFFILIATES. REPRODUCTION . - OR USE OF THIS DRAWING AND/OR THE INFOR , - . MATION CONTAINED IN (T IS FORBIDDEN WITHOUT % � _ . ifTHE WRITTEN PERMISSION OF NEXTEL . , - COMMUNICATIONS. . 6. ,. , _ _ . "I". " I ' . . . TELCD/ELECTICAL DRAWN BY: G.M.C. _� CONNECTION POINT , Pp , ELECTRICAL SERVICE , . 1. WARNING- TAPE �1� _ ­ 1 6 . - I . . ­ . . ;: � I . . - .1 - I . . . ". I� I .1 � 6 1 SECONDARY RUN CONDUCTOR SIZE MIN. CONDUIT SIZE GROUNDING ELECTRODE CHECKED BY: M.F.J.;. . - , 111 . I � , :. -:1 (FT) (AWG IN CONDUCTOR SIZE . ( ) ' - - (AWG) 1 1 1UNPAVED AVE RESTORE PAVEMENT.; 6. 1. P p . �',�_, "I 6 RESTORE TO 1 - , TO MATCH EXISTING -I SITE NAME EXISTING CONDITION. II - 1 . 3 # /p 90f 3 2 #4 , . 4" LOAM & SEED ' , TRENCH :SURFACE , o (j o - s II . r _ xY >(r>C •: c >, x> I i 11:.x SA1.W CUT FULL DEPTH HYANNIS • ,. . " 1. . -II COMM N FI TELEPHONE SERVICE �� 0 LL _ COMPACTED TO 907. MODIFIED SITE NUMBER11 :: e r Ik.; =� i I r: -!- PROCTOR IN UNPAVED AREAS SECONDARY R N „ _ 1 U MIN. CONDUIT SIZE . ti 2 TELEPHONE CONDUIT TYP.) ( AND 95% MODIFIED PROCTOR ., .le UNDER AVED AR P EA : 0 MA 0072G :. ' . „ " III • , 4 -CT , . ELE RICAL CONDUIT (TYP.) GRANULAR :MATERIAL 90t 4 . , . .,. III ,. {{I a - , -. - . R I :. .. I 1 , SITE ADDRESS I{� -I �_ I__, A _ 1. . . - - . , _ - - 2 MIN. ,I -i 11..=1 I =1 I I I- 1-1 I I- ___•_ `' - 1I_ - I - - - 463 OAK ST. _ I I 111 I I I-III-I __ II : I ( W. BARNSTABLE MASSACHUSETT 1. S ...- / NOTE: 11 . - - , - / . , , ,, IF •FREE OF ORGANIC OR':OTHER ,DELETERIOUS MATERIAL, ;• INSTALL RGS CONDUIT AND ' EXCAVATED MATERIAL MAY 'BE USED FOR BACKFlLL. IF s ` SWEEP FOR "ELECTRICAL/TELCO ' ,NOT PROVIDE CLEAN COMPACTIBLE MATERIAL. COMPACT / SHEET TITLE , - ., . - --d IN 8" "LIFTS. REMOVE ANY LARGE" ROCKS PRIOR TO , _, , : BACKFILLING. _. r % : . . , . ;. I I 1, I � 1 6 1 1 \_ RGS CONDUIT FOR FIRST A , I .1. 1. 1 o FT FROM uTIUTY coNNECTION E LECTR I CAL P LAN . - - SHEET NUMBER . . TRENCH DETAIL-ELEC TELCO 3 UTILITY CONNECTION RISER DETAIL 4 . . , . . , �I I I I I I . . 6 1 ., � I SCALE.NTS E_1 SCALE:NTS ' E-1 . , 1 I I . . I ,-,1-. ..I I I I .,_e ' '... ..� _ : ,� 11 ._� �Z�, I I �, , ,:.. . ,, .,I . 1 .I.e1.1� ,6. . 1 . 1 . ,I II E - 1 .6.11 �6�, �":,� , � :�, . I I . � . ,�'i I I _ I 1 .l. i . ., 1­ ": lll�� I , ei 'I'. " =�," . ,I I _ .,� ". wraffimmomwAm . 6 1 . : , I �' 1 .11­ I I � ., 11 . I .. 6 1 .1� ­ . e- 11 I . I � ..,'I , � ' '�,�, 1,­11' . - ­ 1 111. �­l � I e I I I 1. I I I 11 : I . 16 11 6 1 1 1 6 : � I � . 1.1 6.,, I � I I I16 . I I It 1 61, ------------ mommmmo 1 . ..6".: �'. I � ­­� 6 � 11 6 I — I 1 . . . . 6 . . . . � � � - � . . . � I I . 1 . �. ,�. ,, 6 1 ­ I .� . .. . 1. "I. , . -6 1 I 6 . 11 , . . I I. I I � .. . " I . 1 6 1 61 . . I � I I . , 16 1 11 I I I e I . . I . I I I 11 I I I � I -, : , -1 1 . - . I I : I I . I . I �' 6 1 '' ' ' ., ", � . .l. . I I . 6 1 ­ I , � I I I I � . - ,:i�,��;. I .r�� , . �-, . 6 �,, 1, , , ­ 61 ,� � 16�, 161 . 1 1 6 1 1 1 1. I 1 . I " 1 ­ 1 � �. . 6 . . . I - I I I I 1 6 1 .- I �-_ : "�,, , I I . , I I ' ll, 6 . 1 . 6 - I � I I I I .- � ­6 I . , I . I . I 1 . . . 6 .' . I . I I 11 . I . : � I —— - I . �. "I . " � - I � I I I 1, 11 : 1 1. 6 6 11 11611 , . . . 111 , . I � 1� e6 I � I I . I . I � . 16 . . . . I .1 �. �� '��,z , .� ­l.,6 , -.1 .11. I _. , . ,.-Il �1� I �­. � I I I . I. . I 1. � L I .. I, e . . 6 . . I 1''. . I � . I .� . . I \ . . I - 111. �� . I - I I I I .1 1 ,6 I I . I I 11 11 I 11 1 16 . 1. 11. `­ 11- ­ i .., I . 66 .� - 11 16 � 6 6 1 . I ­. . . I- ' 'I' ' . . I I . I I 1 . e 1. I I I 1. I Z I I I I . .1 I I . . I I I I I I I I 11-1 � 6� �__ ,_ , 1 . � 11 I I . . I 11 11 b . " 11 1 . 11 I- . '' - - .. 11 111. . . I ., I . I I I I I . .. I I I I I .1 � � I I . � I I I I , 11 1 6 1 . I I � 1 . 1, - z 1 . 6 1 ­ 1� I I .6 1 1 1 ., I 1. .1 I I 1 6 "I , . 6 11 � 6 . 1 6 . .� . I . . . I I . . I 1 6 1 . I 1. . � 1, ,� " I _�,� . 6 : . ." ­_ 11 I � . . ., �, �l ''. I - _,"",� , �:", �, L I..'' 1, �,61 �:�I ' ' -' � � ''�',�L . . . - e , I I I 111 . ­ 11 I . I I . , . 1 - ANENNA PS tAOUNDING Lt:k= MGB -COMMUNICATIONS: INTERNAL GROUND NEXTEL, EQUIPMENT :SHELTER I F, INC. EGB , RING ND BAR OF THE MID—ATLANTIC IGR) 2 AWG "COAX G -ANSULATED STRANDED GROUND �KIT COPPER WIRE G EGB 40 HARTWELL .."ENUE PC 0 ENTRANCE PER NAC ,LEXINGTON, MA 021.73 : MASTER ROUND BAR7 G CGB HONE: (617) 839-6000 P (MGB) G TIE SERVICE ENTRANCE GROUND INTO CABLE GROUND BAR —5 G EXTERIOR RING GROUND FAX: ' (617) ' 839 912 EXTERNAL, GROUND RING (EGR) , 2AWG 'WIRE. SIZE AS NOTED MGB BARE R WIRE. WIRE SHALL -OR BELOW FROST CGB BE 1b BELOW GRADE MINIMUM, ;2 AWG BARE -5/8-00' COPPER CLA LINE HYANNIS TINNED SOLID GRADE -COPPER WIRE EXOTHERMIC CADWELD CONNECTION #2G G 2G AS. ROJECT G G MANAGER; COPPER CLAD GROUND ROD INSPECTION WELL 18" BELOW GRADE MINIMUM \G O LI -MECHANICAL CONNECTION S U B M ITTALS 24 WAVE GUID'E', ICE BRIDGE X 5/8 1 W COPPER CLAD . STEEL OUND TEST WELLl A GROUNDING ELECTRODE, GROUNDING R EXISTING' GROUND ' BASE BID TO INCLUDE RODS SET ICAL OF, 2) EQUIPMENT SHELTER .,� N'�, (TYP RING CONFIGURATION GROUNDING : RING ' AT ,A, MINIMUM,'OF 10 , -APART.' -, , I , I/ STAINLESS STEEL HARDWARE RF CABLE 0 ADDITIONAL RODS , MAY BE ' ENTRY GROUND (BY 'OTHERS) �REQUIRED 'TO ACHIEVE 'RESISTANCE WAVEGUIDE BRIDGE R (EGR) BA 5, OHMS —TWO GROUNDING RING R SSUED PERM IT FOk V3 GROUNDING CABLE—,, COMPRESSION TERMINAL 8 IIS REVIEW GROUND RISE'Rok EXAGRAM SCALE:NTS ROUND BAR EXISTING BUILDING ATLANTIC : WIRELESS A ATLANTIC� DESIGN ENGINEERS ' INC P.O. BOX �1 0 15 STAR WASHER (TYP.) GROUND JUMPER 'TO FLAT WASHER (TYP.) SANDWICH, MA -02563 WAVEGUIDE, BRIDGE ........... 1/2 wAVEGUIDE 'BRIDGE 'BRACKET x1 1/2 EX BOLT PHONE: (508) 888-9282 :BRIDGE NOT' SHOWN FOR CLARITY '. —5859 FAX: 888 NUT p-) WAVEGUIDE INSTALLM BY CONMCTOR PROVIDE :#6 .STRANDED COPPER/GREEN GROUND BAR BETWEEN WAVEGUIDE ENTRY T A�, TO BE 1. ' MASTER GROUND BAR AND EXTERNAL GROUND BAR GROUNDING CABLE 0 225 KEPT. TO ABSOLUTE MINIMUM, NO TO BE, INDIVIDUALLY, AND SEPERATELY CAD WELDED -JUMPERS (NOT SHOWN) INSULfiMON ALLOWED WITHIN THE #6 CU , UND ROD DIRECTLY BELO BAR'S LOCATION TO GRO BUSS TO WAVEGUIDE MPRESSION TERMINAL (TY-FROM CO P.) W/ CADWELD CONNECTIONS (TYP. , EACH COAX RUN) NOTES: GROUND _BUSS 'GROUND' BAR PROVIDED INSTALLED 1. DOUBLING UP, OR STACKING OF CONNECTIONS IS NOT PERMITTED BAR ,(MT-570)' ' ,'o ., BY SHELTER MFR. ' 'YRIGHTED AND It' THE THIS DRAWNG IS COP OR ,EQUAL 2. OXIDE INHIBITING AT ALL LOCATIONS. XTEL COMMUMCATIONS GRO LIND 'CONDUCTOR SECURE IT IS PRODUCED SOLELY FOR THE USE BY U GRIO 1Nr% SCHEMA11 DL4G9AM NEXTEL AND ITS AFFILIATES. REPRODUCTION BUILD �CADWELD, CONNECTION ING (2 PLACES)' SCALE:NTS NG AND/OR THE' INFOP- Lgr% MATION-CONTAINED IN IT IS FORBIDDEN WTHOUT _#2 AWG INSIDE , 1/2". ,P.v TM& GMUNUBAR r3 THE WRITTEN PERMISSION OF NEXTEL OVIDE�`#2 -SOLID CU TINNED PR COMMUNICATIONS, ''WIRE WAVEGUIDE MECHANICAL,,,,CONNEC11ON "r%ETAIL SCALE:NTS BAR AND PERIMETER GROUND ,RING ' W/CADWELDS �R7,�WN BY: DR GRADE GROUN DI N G, GEN ER AL _N OTES CADWE Co *NOTE: NO ROOF LD NNECTION TO PENETRATIONS RW CHECKEDIBY: -SHALL BE #2 AWGI 1. ALL DOWN CONDUCTORS AND' GROUND RING CONDUCTOR RING SOLID, . BARE, TINNED COPPER UNLESS OTHERWISE NOTED. ALL CONNECTIONNS AT RJO LEDGE. MINIMUM TOGROUND RINGSHALL BE �XOTHERMICALLY WELDED. CONDUCTOR SHALL BE NDINU r4 A MINIMUM DEPTH BELOWGRADE OF , 18 INCHES 0 WAVIMUIDE GMURL SI TE NAME BEND RADIUS SHALL' BE , 8 INCHES. CONDUCTOR SHALL BE AT LEAST 24 SCALE:NTS �2 INCHES FROM 'ANY FOUNDATION, UNLESS , OTHERWISE NOTED. - RODS SHALL 8 -5/8 . D STEEL, HARGER, T&B# 2. �CROUND HYANNIS ' BE A MINIMUM OF 18" BELOW PANEL "A , MAIN ERICO" OR EQUFVALENt�TOP ,,OFI�ROD SHALL GRADE. - IF LEDGE, JS ENCOUNTERED, INSTALL GROUND ROD AT AN ANGLE. DISCONNECT. AND TRANSFER SWITCH. ELECTRICAL METER "GROUND , ROD 'EXCEPTED., SITE NUMBER MECHANICAL.,CONNECTIONS ARE SPECIFIED, BOLTED, COMPRESSION— LL 3., WHERE ' GROUND ROD INSPECTION , WE IT. BOLT TYPE CO E CHIRSTY ,F1 4 BOX 'WITH , ADAPTERS SAFETY METER SOCKET/MAJN AND EXTENSIONS ,AS REQUIRED AND N DISCONNECT SECURE TO BLDG. MA-0072C 'LID COORDINATE (BY CONTRACTOR) 'AND INSTALL LONG 4., GRIND OFF GALVANIZING IN AFFECTED AREk EXOTHERMICALLY WELD #2 D21 0 CONCRETE C REVENT ABOVE GRADE OR FOUNDATION, WHICHEVER' IS HIGHER.INSTALLATION WITH 6WNER LABEL� ONDUCTOR AT 6" , _GALV EXOTHERMICALLY WELD OTHER END, TO GROUND RING. -OR "GROUND 'ROD ROUND GROUND ' CONDUCTOR SURGE 'ARRESTOR—, OF TAMPERING. COLD SOLID TINNED #2 SI CENTERLINE, AND TOWER EXIT LID TINNED COPPER ' 5. INSTALL �:GROUNDING KITS ; AT ANTENNA POINTS. TEST OP 12 GROUND , COAX, LINES. EXOTH ERM ICALLY WELD 6ONTINUOUS TO GROUND RING #2 DOWN 'CONDUCTOR70 PLATES, -AND TIE INTO GROUNDING' 'SYSTEM. TOP OF GRADE , BELOW ' GRADE MAX. CADWELD JUMPER OAK ST. GRADE , _TS W. BARNSTABLE, MASSACHUSE1 ALL GROUNDING WORK, SHALL COMPLY WITH NEXTEL CONSTRUCTION CONTRACT AND MOTOROLA — - COMPLETION OF WORK, GROUND a A (R 1 56) TANDARDS. FOLLOWING slij lot$ SYSTEM MUST, BE TESTED AND SHALL, HAVE A RESISTANCE OF 5 OHMS OR LESS SUBMIT AN INDEPEND NT, "FALL, POTENTIAC TESTING REPORT. G SHEET TITLE G G G G, CONNET TO GROUND RING ALL GROUNDING .'.CONDUCTORS ON EXTERIOR WALL OF GROUND ROD 5/8"0 COPPER CLAD STEEL'- 'INSTALLED IN 3/4" StH .40 PVC CONDUIT"TO 12" BELOW GRADE. ATTACH PVC X 10 �_o 1ONG COPPERCLAD STEEL' GROUND '*C CLAMPS 1 o'—O" MAXIMUM _0 WITH GALVANIZED ' GROUNDING DETAILS ROD 5/8"0 x 10'—0" LONG —DIG IN AREAS.,AROUND EXISTING UTILITIES. 8. CONTRACTOR SHALL :HAND Ror% DETAJ � ARE �ANY DIFFICULTIES INSTALLING SHEET NUMBER A SITE SOIL CONDITIONS '=,uND .B0XDFrA1L 'GRO u L 9 NOTIFY CONSTRUCTION ENGINEER IF THERE 5 UK& GROUNDING SYSTEM DUE TO 6 SOCKEr G90UNDIM METER SCALE:NTS SCALE:NTS �2 SCALE*NTS 1\�2 D BAR�7 G 1720-01 (E 2) iffingoomms ]MEN== M,viumam"W" Rpm",