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Aviation Rd, Cingular Wireless a SITE INFORMATION OWNER: NIAGARA MOHAWK POWER CORPORATION 300 WEST ERIE BLVD. SYRACUSE, NY 13202 CARRIER: CINGULAR WIRELESS in r 5841 BRIDGE STREET EAST SYRACUSE, NY 13507 GARY WEISS WIRELESS (315) 420-9311 CONTRACT MANAGER: GENERAL DYNAMICS 24 AVIATION DRIVE COLONIE, NY 12205 BOB BAUMEISTER(518) 791 - 1050NUMB-ER .0 A=04= 19 SITE ID: NGW # 737 SITE ADDRESS: AVIATION ROAD GLEN FALLS, NY 12804 CONSTRUCTION RAWINGS COUNTY: WARREN LATITUDE: 43° 19' 37.2" N (NAD 83) LONGITUDE: 73' 40' 28,98" W (NAD 83) GROUND ELEVATION: 378f AMSL ZONING JURISDICTION: TOWN OF QUEENSBURY, NEW YORK ZONING CLASSIFICATION: ESA-25A AREA OF CONSTRUCTION: f 14,500 s.f. PROPOSED USE: TELECOMMUNICATIONS FAC;LITY SECTION/BLOCK/LOT: 302.E-1 -66 LOCATION MAP ENGINEER: C&S ENGINEERS INC. 499 COL. EILEEN COLLINS BLVD, SYRACUSE, NY 13212 DIRECTIONS TO SITE: (FROM ALBANY) TAKE 1-87 NORTH TO EXIT 19. AT END OF EXIT TURN LEFT ONTO ROUTE 254/AVIATION ROAD. CONTACT: ROBERT N. DUCLOS, P.E. AT THE SECOND TRAFFIC LIGHT TURN RIGHT INTO AVIATION MALL, AT THE FIRST STOP SIGN THE TOWER IS ON THE LEFT. PHONE: (315) 455-2000 DRAWING INDEX REVr. m 01 TITLE SHEET 5 o CD < � 02 PROPERTY PLAN 5 - - m v 03 OVERALL SITE PLAN N � oNrNR 5 ` 04 GRADING PLAN 5 05 EQUIPMENT LAYOUT AND GROUNDING PLAN am-WHO / 06 TOWER ELEVATION r. O 5 a� d 07 EQUIPMENT SHELTER DETAILS 5 08 CONSTRUCTION NOTES 09 DETAILS o 5 N��, y ao ,GR>rENAY C 10 FENCE DETAILS 5 11 ANTENNA SUPPORT DETAILS 5 Q 12 ELECTRICAL NOTES AND DETAILS 5 13 GROUNDING NOTES AND SCHEMATIC 5 5 p U 14 GROUNDING DETAILS 5 a WT _ 15 GROUNDING :Q DETAILS 5 ,o a PROJECT �� 16 ANTENNA SCHEMATICS AND DETAILS 5 o v SITE01 4 17 DETAILS AND NOTES y v o n_ o �@) - o NATIONAL GRID INFORMATION` Fta �.� .�� Ln a 1 ELECTRIC LINE NAME: SPIER- QUEENSBURY #5 F d - •� U VOLTAGE: 1 15kV / STRUCTURE NUMBER: SP_754 1 /2 o g ANTENNA TYPE: PANEL D - DECIBEL N0. DBXLH 9090B-VTM CD z ANTENNA QUANTITY: 9 TOTAL (6 PROPOSED - 3 FUTURE) C3 t0 2'A i ANTENNA HEIGHT: 100 FEET TO CENTERLINE RECEI VED G CO E � AZIMUTHS: 60', 180°, 300° _ k _ . `.} �w ,� - �G� 1a7/d � O i ® MDB ENK RND 4-18-06 REVISED SITE PLAN I OF NE o j 499Co1. Eileen Collins Blvd. • 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RNJ yob CINGULAR WIRELESS Syracuse,New York ;0 ■ GENERAL DYNAMICS 10-20-05 COMPOUND RELOCATION BBB ENK RND N �� Phone 315-455-2000 SITE NUMBER: A-04-019 C la Ln : . Fax 315-455-9667 C' n u a r Worldwide Telecommunications Systems 9-23-05 GENERAL REVISIONS N www.CSCOS.COm 205 AVIATION ROAD WIRELESS EASTASYRAC SDLER Y RACUSE, ANY 13057 0 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND w TITLE SHEET Q � ENGINEERS INC. GL N FALLS, NY 12804 PHONE: (518) 432-4493 NO. DATE REVISIONS �APWD �• � BY CHKono a Za ��, DRAWING NUMBER REV SCALE: AS SHOWN DESIGNED BY: DRAWN BY: A9�FESS IONP 01 5 11 x 17 6 SIZE -N- c m � 43 r 46 45 � 4 4 R 29 Gi°A 32 35 36 37 41 42 28 �< F I 1� 34 38q OFF 27 39 Z�,a� 30 \ --� ��� 9; � AVIATION ROAD l / ' 126 \ \ �✓ , ' 1 24 �9r 302. 05 1 92. 12 0 22 c�, ' 2 17 18 15 302. 05- 1 — 92 . 11 2 5 23 19 16 CD 0 66 -- - L) 21 I - - 0 E 0 302. 05- 1 - 18 CD o I CD 0 SITE LOCATION E _ - I I o I i I -0 0 I i c� z_ U 400' 200' 0 400' OVERALL SITE PLAN 0 o SCALE: 1" = 400' o -4 ® 4-18-06 REVISED SITE PLAN MDB ENK RND 0 499 Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND O N o� GINGULAR WIRELESS o Syracuse,New York 13212 ■ GENERAL DYNAMICS 10-20-05 COMPOUND RELOCATION BBB ENK RND o Phone 31."55-=0 rt �t N u SITE NUMBER: A-04-019 Worldwide Telecommunicotions Systems g-23-05 GENERAL REVISIONS MDB ENK RNO PROPERTY PLAN Fax 315-455.9667 c i n u a r 4 ADLER DRIVE, # 205 r w N www.CSCOS.COm AVIATION ROAD WIRELESS EAST SYRACUSE, NY 13057 1Q 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND Q! GLEN FALLS, NY 12804 PHONE: (518) 432-4493 NO. DATE REVISIONS BY CHK PP' Ago 0? DRAWINGz� �� DRAWING NUMBER REV ENGINEERS , INC. oFES$,oNP SCALE: AS SHOWN DESIGNED BY: DRAWN BY: 02 5 11 x 17 B SIZE A Rat / Fri off- i SRO F49 l000l i. j X. SPIER—QUEENSBURY #5 / � / PROPOSED CINGULAR ACCESS LICENSE AREA APPROXIMATE LIMITS COO�/ OF DISTURBANCE / / �. 1 i SPIER—QUEENSBURY #17 EXISTING UNDERGROUND ELECTRIC LINE EXISTING TELCO PEDESTAL d �, ° a / i / PROPOSED SOURCE OF TELCO EXISTING UNDERGROUND de;9t 60 � / / SERVICE TO BE COMFIRMED BY UTILITY CABLE TV LINE / EXISTING UNDERGROUND EXISTING TRANSFORMER � •T/ • . / . / ELECTRIC LINE PRPOSED SOURCE OF � ELECTRIC SERVICE TOCD BE CONFIRMED BY UTILITY a� NATIONAL GRID INFORMATION � a� o , �e<\\�e ' STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL SHEET 06 LOWEST CONDUCTOR ELEVATION: 386, AMSL PROPOSED UNDERGROUND cn ELECTRIC/TELCO, SEE DETAIL o< /' °�- �o� Po���% �� � / PROPOSED MINIMUM CONDUCTOR CLEARANCE: 30'-0"f o i + �< / 105 e�>< ' eeQ�e �e� �� PROPOSED ROADWAY GATE, APPROXIMATE TEMPERATURES: 407 o�e� 4� / SEE DETAIL SHEET 17 O Aca g O a ,i / �ei 1-- PROPOSED CONDUCTOR 0 PROPOSED 11 '-0"x8'-0" EQUIPMENT �o/ CLEARANCE 30'-0"t FRAME ON PIERS, SEE DETAILS SHEET 05 � PROPOSED CONDUCTOR QQ ti Under Pod. ��� CLEARANCE 41 '-0"f o EXISTING 105 STEEL a able ry ELECTRIC TRANSMISSION POLE QUEENSBURY—HENRY ST. #14 �. / NOTE: � a ,- - _ ��-, PROPOSED CONDUCTOR '� � '�� '��� o o � CLEARANCE 52'-0"f THE PROPOSED PROJECT HAS BEEN REVIEWED m ° } __ ���a� �� �/' BY QUALIFIED PERSONNEL AND IT HAS BEEN 0 0 � E�Ct�i v / O PROPOSED 12' WIDE DETERMINED THAT THE PROJECT IS COMPLIANT T C CB Pole a a a !U -- fa GRAVEL ACCESS ROAD, WITH ALL FEDERAL, STATE, AND LOCAL EXISTING UNDERGROUND SEE DETAIL ENVIRONMENTAL AND WETLAND REVISIONS. o � � c • • — • •��' FIBER LINE C. 321 J��� SEE ENLARGED 0 ° I o °' PLAN SHEET 05 06 a o o ��� EXISTING UNDERGROUND � CP TELCO LINE SPIER—QUEENSBURY #17 rn CD QUEENSBURY—HENRY ST. #14 ) V SPIER—QUEENSBURY #5 _ 120 6 0' 0 12 0' u I nd——ur �,§ N I �elephane O Z ' v v I I O O I N N C C SITE PLAN o �n a) a, SCALE: 1 " = 120'-0" CD CD U U / © 4-18-06 REVISED SITE PLAN MDB ENK RND I 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND of N cr C I NG ULAR WIRELESS CD 499 Col. Eileen Collins Blvd. P o oSyracuse,New York 13212 ■ GENERAL DYNAMICS 10-20—OS COMPOUND RELOCATION BBB ENK RND c Phone 315 4555-2000 SITE NUMBER: A-04-019cingular Worldwide Telecommunications Systems 9-23-05 GENERAL REVISIONS MDB ENK RNDFax 315-455-9667 4 ADLER DRIVE, # 205 _ w OVERALL SITE PLAN N 'o WWW.CSCOS.COM AVIATION ROAD WIRELESS EAST SYRACUSE, NY 13057 10 6-20-05 ACCESS ROAD GRADING REVISION IBBB ENK RND ma`s = Q/ GLEN FALLS, NY 12804 PHONE: (518) 432-4493 NO, DATE REVISIONS BY CHK PP' 0 4 - DRAWING NUMBER REV ENGINEERS , INC. A9�FESSIUNP� SCALE: AS SHOWN DESIGNED BY: DRAWN BY. 03 5 11 X 17 B SIZE o C)) J Z o � � -J CN �-- o / 0 <-D Wit- -b e� o e , Lf) ''D NSBURY— 5 // SPIER QUEE # \ dEXISTING U/NDERG,40UNDC)e) ELECT IC LINLLJ ry PROP�SED �ONDU�TOR �- E ISTING UNDERGROUNDCLEARANCE 45 —0 f / CABLE TV LINE SPIER— UEENSBURY #17 Tel . Ped . Underground ar- - cT CT O Cry Ele PROPOSED 8'-0" WIDE Trnn 00 DOUBLE SWING GATE iBoy PROPOSED 12 —0 WIDE PROPOSED CHAIN LINK / / ( / / / GRAVEL ACCESS ROAD, FENCE, SEE DETAIL / / s�T / GF\ / f/ / SEE DETAIL 321 301 I / / PROPOSED EQUIPMENT 10 AREA, SEE EQUIPMENT T PLAN, SHEET OS / / / I I / / LAYOUT LA � / QUEENSBURY—HENRY ST. #14 O / / PROPOSED CONDUCTOR o / \ 3TRANSMISSION � c CLEARANCE 40 —0 f XISTING 105 STEEL / � PROPOSED GRADING V, ° ___ TRUCTURE, SPIER—QUEENSBURY #5 �o STRUCTURE NO. SP-754Y2 / ' / �a PROPOSED CONDUCTOR CLEARANCE 51 '—0"t a CONDUCTOR CLEARANCE / I 67 —0 AGL — / / Z — Ste 1 - / �, U lectr* U \ EXISTING UNDERGROUND FIBER LINE C) < \Poled , I / A N \ �7 / PROVIDE GRAVEL SURFACE LO PROPOSED CONDUCTOR o I / / EXISTING ACCESS TO LIMITS F CLEARANCE 44 —0 f Q CONDUCTOR CLEARANCE / / / / / / / GRADING d 64 —0 AGL PROPOSED PARKING AND TURNAROUND AREA o / / NOTE: � / � � � / . P /� / // �a J� 1 . ALL DISTURBED AREAS NOT TO BE PAVED �� / / / I D SHALL BE SEEDED AND COVERED � Q— � Q� / /` /f ��., / / ko �— OR GRAVELED, i I � h`� / / �� , WITH JUTE MESH, SEE SPECIFICATIONS, SHEET 17 a r i ___ __ ___ __ _________ _ - J C: s r � aT I I I � / / / / O 1z CL a -- TELCO LINE EXISTING UNDERGROUND � `+ ' / / / / 30' 15' 0 30 � PROPOSED CONDUCTOR 1) 0 / / N c� �/ I I / / / / I CLEARANCE 50 —0 f C z GRADING PLAN SCALE. 1 30 � � 11 l W 11 l 11 l � i t I J I -� �- / / / / / /^ / / 4-18-06 REVISED SITE PLAN MDB ENK RND © o Ew CINGULAR WIRELESS I d. 4 1—16—06 NATIONAL GRID COMMENTS MDB ENK � �, 499 Col. Eileen Collins Blvd. lvQ0 CD Syracuse,New York ■ GENERAL DYNAMICS 10 20 OS COMPOUND RELOCATION BBB ENK RND O d O i Phone 315-455-2000 SITE NUMBER■ A-04-019 cingular Worldwide Telecommunications Systems _ c`J ■ 4 ADLER DRIVE, # 205 9-23-05 GENERAL REVISIONS MDB ENK RND w GRADING PLAN Fax 315-455-9667 a.� EAST SYRACUSE, NY 13057 1 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND � L.a, •' www.cscos.com WIRELESS N o AVIATION ROAD PHONE: (518) 432-4493 NO, DATE REVISIONS BY CHK PP' O o?0 4 2% Qom' DRAWING NUMBER REV ai GLEN FALLS, NY 12804 A9�FESS I ONP� 04 5 ENGINEERS , INC. SCALE: AS SHOWN DESIGNED BY: DRAWN BY: 11 x 17 8 SIZE 14.9' LEGEND i SA / (2) 9,8'x10' DRIVEN GROUND ROD i Q EXISTING UNDERGROUND O %"x20' DRIVEN GROUND ROD EXISTING UNDERGROUND ELECTRIC LINE -N- CABLE TV LINE i ALL GROUND WIRES SHALL BE #2 AWG, BCW. i w / EXISTING ELECTRIC � / PC SWITCHGEAR, PROPOSED SOURCE OF ELECTRIC SERVICE TO BE T CONFIRMED BY UTILITY CT Cl GROUND ROD TO BE / LOCATED ON NATIONAL PROPOSED / OF\ �E` GRID PROPERTY / ! OF E` 8P-0 GATE, / CT SEE DETAIL / (iF �� / / T PROPOSED ELECTRIC/TELCO PROPOSED 21'-0"x27'-O" 10 / / BACKBOARD, SEE DETAIL CT #2 AWG BCW GROUND RING / i 298 (4 -6// BELOW GRADE), 1 12 CT\ SEE DETAIL i PROPOSED 14'-0"x11'-0" cT PROVIDE RGS CONDUIT CT NDUIT `� 114 1. / RING (4'B6'#2 AWG W GROUND RING \ \ UNDER ACCESS ROAD V SEE DETAIL CT 1 61_Ofl HIGH CHAINLINK ... .,. . : ; a, ,^: rl 14 FENCE 14'x16' SEE DETAILS CT • : %'�'' 14 cT R,� X X � Q 341 343 345 346 X: J c ° e Q \ �r ° ..e• \ n X x—x 10 10 10 10 T� ' X:.o-.x�-XJ x. .. : 1 c� X Q \\ 3 6 `\ . • Q . `\ + \ C� \\ •�.. :IX39 6 \ X ° •X 1 _ \ \\ cV Lx x—x—x—x-� PRO OSED 8'-0"x11 ' 0" EQUIPMENT '.•: �- E PLATFORM, SEE DETAILS SHEET 07 E ° �'i 14'-0" 10'-0" PROPOSED TELCO SERVICE FROM UTILITY e'�• ° ° . E o POLE, TO BE COMFIRMED BY UTILITY 0 FZ o o CL LL I PROPOSED STONE 299 CD K, YARD, SEE DETAIL - rn o Og o ° FENCE GROUNDING, NOTE: o� U (D (D �.` 3'_ fl SEE DETAILS 6 U THIS GROUNDING DESIGN IS BASED ON A Q -� � � �'•: 502 PROPOSED ICEBRIDGE, -0501 REPORT PREPARED BY LYNCOLE TECHNICAL LtJ SEE DETAILS Q) . 4 f Q SERVICES, DATED MARCH 30, 2006. 210 211 W 14 14 09 U SPEIR-QUEENSBURY #17, U 0 09 STRUCTURE P-83B Q U Q U o EXISTING 105' STEEL TRANSMISSION °' STRUCTURE, SPIER-QUEENSBURY #5 Q Q c0 STRUCTURE NO. SP-754Y SPEIR-QUEENSBURY #17, PROPOSED STONE, "A' STRUCTURE P-83A SEE DETAIL 3'-6" GROUND ROD (TYP.) EXISTING RETAINING WALL SEE DETAIL r299 Uy 114 09 . o SPEIR-QUEENSBURY #17 14 PROPOSED STONE, STRUCTURE P-83 SEE DETAIL 299 CD 16' 8 0 16 U EQUIPMENT LAYOUT PLAN E a SCALE: 1 /16"= 1 '—O" a � 00 LO CD © 4-18-06 REVISED SITE PLAN MDB ENK RND CINGULAR WIRELESS co 0 499 Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND 0 NEW o Syracuse,New York 13212 N +� Phone 315-455-2WO ■ GENERAL DYNAMICS 10-20-OS COMPOUND RELOCATION BBB ENK RND .' Fax SITE NUMBER: A�-04-019 c� n u ar Worldwide Telecommunications Systems © 9_23-05 GENERAL REVISIONS MDB ENK RND � Cr EQUIPMENT LAYOUT PLAN GROUNDING PLAN N QL www.CSCOS.COm AVIATION ROAD WIRF-LESS EASTASSYRACDLER DUSIE, NY 130057 10 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND 2 L. W �C U` ENGINEERS INC. GLEN FALLS, NY 12804 PHONE: (518) 432-4493 N0.F DATE REVISIONS BY CHK PP' A ova 42$ ���� DRAWING NUMBER REV ' SCALE: AS SHOWN DESIGNED BY: DRAWN BY: 90FESS 10 NP 05 5 11 x 17 B SIZE FUTURE CINGULAR ANTENNA (TYP. 3) PROPOSED CINGULAR a0'MIN. EXISTING ANTENNA (TYP. 6) PAVEMENT SEE DETAILS r8O7 804 803 131 2" STONE - - 11 11 11 11 EXISTING \_� GROUND PROFILE to 50' TYPICAL 0 EXISTING o GROUND —� iv 10'TYP. EXISTING 'n PAVEMENT N PLAN VIEW o STABILIZED CONSTRUCTION ENTRANCE DETAIL NTS CONSTRUCTION SPECIFICATIONS 1 . STONE SIZE — USE 2" STONE 2. LENGTH — GREATER THAN OR EQUAL TO 50 FEET 3. THICKNESS - 4" 4. WIDTH - FIFTEEN (15) FOOT TYP., BUT NOT LESS THAN THE FULL WIDTH AT EXISTING 105'-0" POINTS WHERE INGRESS OR EGRESS- OCCURS, STEEL TRANSMISSION 5. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- POLE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM SHALL BE PERMITTED. I 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL F o ROUTE COAXIAL CABLES PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, THIS DOWN STEEL POLE TO MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND I ELEVATED ICEBRIDGE, AND REPAIR OR SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY 0 w o z MUST BE REMOVED IMMEDIATELY, SEE DETAI L J o FIRST RUNG OF z r565 CLIMB LADDER 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED. 00 � � 09 -o Q z iui 92>-off PRESENT GRADE ° Q I RUN-OF-CRUSHER STONE D 4" TOPSOIL 4 FINISHED — �, � GRADE — z �i i 0 ^ 6" SUB—BASE cD 3 10" SELECT SUB—GRADE — — _ 2 3 � ROUTE COAXIAL CABLES 1 IN ELEVATED ICEBRIDGE 1 COMMON SUB—GRADE FILL „ ~ _ — 4 TOPSOIL D TO EQUIPMENT, SEE DETAILS — ROUGH GRADE i 0 0 i .' C210 211 SOIL STABILIZATION FABRIC -- N 09 09 — P IN FILL AREAS (AS REQ.) REMOVE TOPSOIL & SOD (6" MIN., 12" MAX.) FILL AREAS CUT AREAS 0 0 L3 -0" / ALL FILL MATERIAL SHALL MEET THE GUIDELINES OF THE NEW YORK STATE DEPARTMENT In OF TRANSPORTATION STANDARD SPECIFICATIONS AS FOLLOWS: E z -COMMON SUB-GRADE FILL AS PER NYSDOT SPEC. 203-2.02A, WITH A 6" MAXIMUM PARTICLE SIZE AND NOT MORE THAN 15% PASSING A #200 SIEVE. r / -SELECT SUB-GRADE FILL AS PER NYSDOT SPEC. 203-2.02C. I -SUB-BASE FILL AS PER NYSDOT SPEC, ITEM 304-2.02, TYPE 1 . II °' EXISTING -GROUNDING COURSE, A NATIVE SOIL WITH 10 PERCENT OR MORE BY WEIGHT PASSING a Ln RETAINING A #200 MESH SIEVE, LOW PLASTICITY, LOW DRY STRENGTH, MAXIMUM PARTICLE SIZE / WALL #3,"NO ORGANICS". -RUN-OF-CRUSHER STONE AS PER NYSDOT SPEC, 703-02 AND THE TABLES THEREIN, I MATERIAL DESIGNATION 703-0201 , MIXTURE FROM 1 1/2" SIEVE SIZE TO � FINISHED GRADE ELEV, 403'-0" 11 TO SCREENINGS; ALL VOIDS TO BE FILLED WITH SCREENINGS, co -CRUSHED STONE, #1 AND #2 MIXED (50% EACH) AS PER NYSDOT SPEC. 703-02 AND TABLES THEREIN, MATERIAL DESIGNATION 703-0201 , M u7 0 d- / ACCESS ROAD/ PARKING AREA DETAIL NORTH TOWER ELEVATION (STRUCTURE NO. SP-754 1/2) j NOT TO SCALE DETAIL 321 z NOTE: NTS 06 U THIS ROAD DETAIL IS FROM NIMO STANDARD REQUIRMENTS. cc rn U0 0 d- © 4-18-06 REVISED SITE PLAN MDB ENK RND 0 499 Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND �� F NEW YO CINGULAR WIRELESS 4­1� - Syracuse,New York 13212 / Phone 315-455-2000 • GENERAL DYNAMICS 10-20-05 COMPOUND RELOCATION ENK Fax 315-455-9667 SITE NUMBER: A-04-019cingular BBB E RND Worldwide Telecommunications Systems 0 WWW.CSCOS.CORI 4 ADLER DRIVE, # 205 9-23-05 GENERAL REVISIONS MDB ENK RND AVIATION ROAD Lu TOWER ELEVATION WIRELESS EAST SYRACUSE, NY 13057 1Q 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND w / ENGINEERS INC. GLEN FALLS, NY 12804 PHONE: (518) 432-4493 . NO. DATE REVISIONS BY CHK �APPPDOA 0?0 a 2$ �c' DRAWING NUMBER REV SCALE: AS SHOWN DESIGNED BY: DRAWN BY: 90FESS 10NP� 06 5 11 X 17 B SIZE 2'_05/8„ (TYP.) 51�11 6„ 6" SEE NOTE 1 (TYP.), A W6x9 0 — — — — 0 —•- — — — — 0 If 9 HANDRAIL, SEE A—i 2 t J MOUNTING DETAIL THIS SHEET tow - II - --- - -- ---4'UJ UJI -0" MAX. - - - -- — - - - -- - - = _ GALV. 1 J�" PIPE HANDRAIL (TYP.) - O — - - I 3/" DIA, GALV.BOLT (TYP.TYP. 3 IO ( ) to II W6x9 W6x9 O ( 0" /6 -- - _— F+—+ O O O O I B 11 B 1 "xY" GALVANIZED STEEL () o LAG BOLT BAR GRATING SEE STAIR DETAIL THIS SHEET ;Y, NOTE: MC 12x 10.6 STRINGER SHIM GRATING AS REQUIRED HANDRAIL PLAN TS 3 x3 x�s O TO OBTAIN A LEVEL WALKING SURFACE, NOT TO SCALE II BELOW (TYR 4) I 2x 10 PT BLOCKING W6x9 �II� - - - - - - - - - - - - - - - - - - - - STAIR DETAIL O� O O O O NOT TO SCALE 3 0 11'-0" c EQUIPMENT FRAME PLAN NOTE: :�°, 1y" DIA. STEEL NOT TO SCALE 1. COORDINATE CABINET BOLT HOLE HANDRAIL W6x9 PETTERN WITH EQUIPMENT CABINETS o I SUPPILED BY CINGULAR. 6'-0" MAX. a� 4 BOLTS POST SPACING 1 '-6" MAX. 0 2-�"0 W6x9 2. ALL FASTENERS TO BE �"0 m � EACH CONNECTION GALV, BOLTS 90 I 3. ALL WELDS TO BE Y6" FILLET ALL AROUND ' LIGHT y"x4" PL CONTINUOUS E I WT ELBOW O W6x9 4, IN LIEU OF FIELD ERECTION, ENTIRE Q 3"x6"xY4" PLATE FRAME CAN BE SHOP WELDED USING "' rn L3"x3"x5/16"x4" LONG CD %6 FILLETS ALL AROUND. 3"x3"x3/6" (TYP) PLAN o 0 1"A" GALVANIZED 0 4 x$ xY CAP (2 BRACES EACH LEG) 3/16„ STEEL BAR GRATING o I PLATE, SEE o �`' DETAIL THiS SHEET Z2-L4"x4"xY4"x3" Q LONG (NS & FS) NOTE: In 1Y" (TYP.) SECTION B-B ALL EXPOSED CORNERS 1 -6 " MUST HAVE A 2" RADIUS (UNO). W6x9 TS 3"x3"x3/6" 8"x8"xY" PLATE (TYPICAL 4 PLACES) MAX. o NOT TO SCALE �/$+f - 3"6NY" PLATE . . W6x9 }� DIA. BOLTS ADDITIONAL #�4 TIES 1" 4"x8"xY" PLATE 1 1Y2" DIA. 0 AT TOP AT 3 BASE PLATE PLAN HANDRAIL SPLICE NOT TO SCALE �I, 5 STD PIPE AS RQUIRED a �. I /" DIA. GALVANIZED ( ) s � #4 TIES AT 12" 71-78'px8lbx�lp I BOLT (TYP.) W6x9 „ „ „ - TS 3 x3 x3/6 PLATE - ---- --- PL y x4 CONT. "' 16m 6 #8 VERTICAL " L3"x3"x5/ x4 LONGI I GROUT _ _ _ _ PLATE AND o 1Y2" DIA. STEEL 0 0 I - TS 3 x3 xis FLOOR LINE i HANDRAIL / 24 CONCRETE i 4-5/s"� ADHESIVE ANCHOR --- a 6" EMBEDMENT MIN. - - ' --- SPAN o CAISSON, SEE DETAIL j THIS SHEET a I » 2" COVER OVER TIES ° I SEE DETAIL THIS SHEET 3 TS 3 x3 xs Y2" DIA. BOLTS z ° a ° ° AND CAP PLATE ELEVATION HANDRAIL ATTACHMENT SECTION A-A CAP PLATE DETAIL (TYP. 4 LOCATIONS} HANDRAIL DETAIL TO FRAME DETAIL E (3) NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO AL gL j © 4-18-06 REVISED SITE PLAN MDB ENK RND 0 t 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND GINGULAR WIRELESS 0 499 Col. Eileen Collins Blvd. co CDCD Syracuse,New York 13212 ■ GENERAL DYNAMIC 5 10-20-05 COMPOUND RELOCATION BBB ENK RND / Phone 315-455-2000 �+ . Worldwide Telecommunications Systems N +-' SITE NUMBER. A-04-019cingu 'ar 9-23-05 GENERAL REVISIONS MDB ENK RND � � EQUIPMENT DETAILS Fax 315-455-96fi7 4 ADLER DRIVE. # 205 N 'o WWW.CSCOS.COm AVIATION ROAD WIRELESS EAST SYRA5USE432 13057 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND PHONE. ( 8) L.� �= DRAWING NUMBER REV `� ENGINEERS INC. GLEN FALLS, NY 12804 N0, DATE REVISIONS BY CHK PP 0?0 4 2a 5A90FESS 1 QNP� 07 SCALE: AS SHOWN DESIGNED BY: DRAWN BY: 1177 17 B SIZE NOTES: NOTES: • NOTES: ABBREVIATIONS 1 , ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR. 1 , ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS 1 . FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: AGL ABOVE GRADE LEVEL 2. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED. AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. CONTRACTOR — NATIONAL GRID WIRELESS BTS BASE TRANSCEIVER STATION SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION) 3. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE 2, ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING OWNER — GINGULAR (E) EXISTING SHALL CONFORM TO RISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE NATIONAL ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. THE MINIMUM SIZE PER TABLE J2,4 IN THE AISC "MANUAL OF STEEL OEM — ORIGINAL EQUIPMENT MANUFACTURER MIN MINIMUM CONSTRUCTION PAINTED SURFACES SHALL BE TOUCHED UP. 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO N.T.S. NOT TO SCALE 4. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS—OCCUPIED, FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS INDOORS—UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE REF REFERENCE OR LABELED AS REQUIRED BY THE NEC. CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ATTENTION OF CONTRACTOR. RF RADIO FREQUENCY 5. RADIO SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET 4, NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA, ASTM 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE T.B,D, TO BE DETERMINED EXCEPT INSIDE MONOPOLES OR LATTACE TOWERS WHERE CABLE AND CONNECTOR A 307 BOLTS UNLESS NOTED OTHERWISE. CODES, REGULATIONS, AND ORDINANCES, SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC T,B,R. TO BE RESOLVED MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURER 5, INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED. MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE, THE ANCHOR BOLT, DOWEL TYP TYPICAL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT 4, ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 6. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN ICE SHIELD TO DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS, REQ REQUIRED SUPPORT AND PROTECT ANTENNA CABLE RUNS. CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL 5. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. EGR EQUIPMENT GROUND RING INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER 7, DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, AWG AMERICAN WIRE GAUGE SLOPED AWAY FROM THE BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER 6. ALL METAL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH SPECIFICATION APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE FROM ENTERING THROUGH THE COAXIAL CABLE PORT, ASTM A123. ALL SHOP WELDED MEMBERS SHALL BE GALVANIZED AFTER WELDING. DRAWINGS. MGB MASTER GROUND BUS 8. ALL FEEDER LINE AND JUMPER CONNECTORS SHALL BE 7/16 DIN CABLE STRUCTURALSTEEL7. A LIST SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY EG EQUIPMENT GROUND �7 R NOTES: CONTRACTOR. T COR. ITEMS NOT INCLUDED IN THE LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR, CONNECTORS THAT MEET IP68 STANDARDS. BCW BARE COPPER WIRE 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 9. 7/16 DIN CONNECTORS REQUIRE NO ADDITIONAL WEATHER PROOFING IN INDOOR MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. GEN GENERATOR APPLICATIONS IF INSTALLED AND TORQUED PROPERLY, IN OUTDOOR APPLICATIONS DETAIL 620 WEATHER PROOFING IS REQUIRED AND THE FOLLOWING PROCEDURE SHOULD BE 9, IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE IGR INTERIOR GROUND RING (HALO) FOLLOWED: 08 SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. RBS RADIO BASE STATION APPLY A "COURTESY" WRAP OF ONE LAYER OF 7MIL THICK VINYL ELECTRICAL TAPE 10. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING EXTENDING APPROXIMATELY ONE (1 ) INCH ON EACH SIDE OF THE COAX CABLE/ CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. CONNECTOR JUNCTURE. USING WEATHERPROOFING KIT APPROVED BY CABLE NOTES: MANUFACTURER AND CONTRACTOR. START TAPE APPROXIMATELY 5 INCHES FROM THE _ 1 1 , THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND CONNECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN REVERSE THE TAPE STRUCTURES, ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR 1 . THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START SATISFACTION OF OWNER, SYMBOLS. UNTIL THREE (3) TO FOUR (4) INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN OF CONSTRUCTION. 12, SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL Es/� SOLID GROUND BUS BAR WITH THE STICKY SIDE DOWN FOR ANOTHER INCH OR TWO. ADD THE BUTYL RUBBER 2, ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY, ANTENNAS REMOVED SHALL BE AND FINISH WITH A FINAL LAYER OF TAPE. ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED RETURNED TO THE OWNER'S DESIGNATED LOCATION. FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY EVE] SOLID NEUTRAL BUS BAR 10. ANTENNAS SHALL BE PAINTED, WHEN REQUIRED, BY THE LANDLORD OR AUTHORITY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN 13, SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION, HAVING JURISDICTION IN ACCORDANCE WITH ANTENNA MANUFACTURERS' SURFACE EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL A A SUPPLEMENTAL GROUND CONDUCTOR Q' PROVIDE SAFETY TRAINING FOR THE WORKING CREW, THIS WILL INCLUDE BUT NOT BE PREPARATION AND PAINTING REQUIREMENTS, LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) GENERAL NOTES T °O TRENCHING & EXCAVATION, 0 0 2—POLE THERMAL—MAGNETIC i 11 . CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE o CIRCUIT BREAKER - TOWER, WITHIN 10 FEET OF THEIR CONNECTORS, AND AT THE BOTTOM OF THE TOWER 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT DETAIL 610 ABOUT 6 INCHES BEFORE THEY TURN TOWARD THE FACILITY. THEY SHALL BE GROUNDED SPECIFICATIONS, SINGLE—POLE THERMAL—MAGNETIC AT THE MIDPOINT OF TOWERS THAT ARE BETWEEN 100 FEET AND 200 FEET HIGH, AND 08 0 0 CIRCUIT BREAKER o AT INTERVALS OF 100 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 200 FEET. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY, CHEMICAL GROUND ROD 12. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH NOTES:o TO GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS. THE GROUND CONDUCTOrZS INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED GROUND ROD E FOR THE KITS AT THE TOP OF THE TOWER, AND IN THE MIDDLE SECTION OF THE PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE TOWER, ARE BONDED DIRECTLY TO GROUND BAR USING EXOTHERMIC OR COMPRESSION EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR 1 , ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 , ACI 318, ACI 336, ASTM A184, E::T DISCONNECT SWITCH CONNECTIONS. LOCAL UTILITIES, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST—IN—PLACE CONCRETE. 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING rg METER 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 0 13. ALL RADIO SIGNAL CABLE SHALL BE LABELED PER MARKET REQUIREMENTS CONSTRUCTION. 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. ■ CADWELD TYPE CONNECTION 0 14, ANTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED 7. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE 3 REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED oIN ACCORDANCE WITH CARRIER REQUIREMENTS. CONTRACTOR WILL NOT ACCEPT A RADIO EQUIPMENT SHELTER AND TOWER AREAS. OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC SIGNAL CABLE INSTALLATION WITH UNSATISFACTORY SWEEP TEST RESULTS. THERE SHALL UNLESS NOTED OTHERWISE, SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, COMPRESSION TYPE CONNECTION ALSO BE A HARD COPY OF THE SWEEPS LEFT AT SITE UPON COMPLETION OF SWEEP 8. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN UNO. E MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GROUNDING WIRE o TEST. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS C 9. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE SHOWN OTHERWISE ON DRAWINGS: RF NOTES: PRIOR TO FINISHED SURFACE APPLICATION. CONCRETE CAST AGAINST EARTH.... .,.3 IN. ABBREVIATIONS & SYMBOLS CONCRETE EXPOSED TO EARTH OR WEATHER: (600 <C 10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED 6 AND LARGER """""""""""""2 IN, OS BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND _ DETAIL 6 30 STABALIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 5 AND SMALLER & WWF,,,,,,...1 1/2 IN. o _ CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT OS 11 , SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CAST AGAINST THE GROUND: CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT SLAB AND WALL ........ ...............3/4 IN, � BEAMS AND COLUMNS...............1 1/2 IN. � CONTROL. 0 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. j 12. SUBCONTRACTOR TO PROVIDE COMBINATION LOCKS PER CARRIER SPECIFICATIONS. o INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE i 6• ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS, NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE, EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. z SITE WORK GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: Lo DETAIL 619 DETAIL 621 f U-) 08CD ®8 u7 rn I I © 4-18-06 REVISED SITE PLAN MDB ENK RND 0 499 Col. Eileen Collins Blvd. 4 1-1 fi-06 NATIONAL GRID COMMENTS MDB ENK RND 0 W CI NG U LAR WIRELESS CD d Syracuse,New York 13212 CD Phone 315-455-2000 G E N E FAA L DYNAMICS 10-20-05 COMPOUND RELOCATION BBB ENK RND Cb N SITE NUMBER: A-04-019 cingular yq ` '.� Fax 315-455-9667 Worldwide Telecommunications Systems 9-23-05 GENERAL REVISIONS MDB ENK RND o www.cscos.com 4 ADLER DRIVE, # 205 r CONSTRUCTION NOTES AVIATION ROAD WIRELESS EAST SYRACUSE, NY 13057 1� 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND PHONE: (518) 432-4493 Q Lz ENGINEERS , INC. GLEN FALLS, NY 12804 N0. DATE REVISIONS BY CHK PP' A9 0?a 4 2g DRAWING NUMBER REV SCALE: AS SHOWN DESIGNED BY: DRAWN BY: OFESS I ONP 08 5 11x17 B SIZE EXISTING MATCH SLOPE AND THICKNESS UTILITY POLE COMPACTED BACKFILL TRENCH OF EXISTING GRADE FINISH GRADE 27" ICE BRIDGE (3) 9" o I I CHANNEL x 20'-0" BY VALMONT (P/N 8394). III I __ _______ BRACKET ASSEMBLY ( ( CUT CHANNEL TO `D ------ -- BY VALMONT (P/N REQUIRED LENGTH i _ _ _-__ UTILITY 802 245) (TYP)) N 19 12 WARNING TAPE CABLE II III BEAM WEB TYP) HANGER r UNDISTURBED BRACKET (1) - 2" RGS I EARTH CABLES ANTENNA TELEPHONE CONDUIT- III I I (1) 2 1/2" PVC SCH. 80 PROVIDE FISHWIRE & ICE BRIDGE SUPPORT THREADED CAP of I I I I I I POWER CONDUIT POST BY VALMONT (P/N AT EACH END BACKFILL SAND 63015) (1) 2" PVC SCH. 80 6 (TYP,) TELEPHONE CONDUIT 6" CRUSHED STONE CA ELECTRIC/TELE. TRENCH DETAIL i i SEE DETAIL 299 -FINISH GRADE #3 TIES @ 18 111 =11If =1 I = DETAIL 10� NUMBER AN (0 09 III=11 �- _ o D SIZE OF CONDUITS MAY t M 3" MIN COVER (TYP) (MA } I NTS 09 VARY. SEE ONE—LINE DIAGRAM 'r 4-#4 EQ. SPCD LONG SWEEPING ELBOW U RIGID STEEL ROUTE PVC SCH. 80 CONCRETE PIER TO PVC ADAPTOR TELEPHONE CONDUIT TO EQUIPMENT AREA. NOTE: SEE SHEETS 03 AND 05 NOTES. ALL WORK SHALL BE PERFORMED 1. USE VALMONT PARTS OR APPROVED EQUAL. 1 '-0" IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. 2. SUPPORT POSTS SHALL BE LOCATED ON ALTERNATING o PROPOSED SERVICE SIDES OF ICE BRIDGE SPACED NO MORE THAN 5'-0'. NOTES: 9'-6" CONNECTION DETAIL 1. USE VALMONT PARTS OR APPROVED EQUAL. 3. ANY SPLICES OR CANTILEVERED SECTIONS OF THE ICE BRIDGE 0) CLEARANCE SHALL BE LOCATED WITH IN 2'-0" OF A SUPPORT POST. ON DETAIL (106 2 SIDESORT OF COESTS BRIDGE SPACEDSHALL BEOCATED NO MORE THANRNATING 6'-0'. ICE BRIDGE PIER DETAIL PROPOSED SAFETY SIGN MOUNTED ON SA"EY SIGN NT NTS 09 3. ANY SPLICES OR CANTILEVERED SECTIONS OF THE ICE BRIDGE P EITHER SIDE OF ICEBRIDGE AT S SHALL BE LOCATED WITH IN 2'-0" OF A SUPPORT POST. DETAIL 211 20'-0" O.C., SEE DETAIL THIS SHEET a NTS TO TOWER 0 09 CABLE HANGER / BRACKET 0 ° SEE SECTION (TYP.) ICE BRIDGE 6" OF 3/4" WASHED GRANITE STONE 211 20' 0" U ICE BRIDGE SUPPORT POST M I RAFT 50OX 09 0 a�aE o EXISTING �- TRANSMISSION o EQUIPMENT E TOWER °00 0 O 0 0 ° o ° °p CABINET U Q :� -! III fill IIII IIII IIII lT1T c lillilll COMPACT� SUBGRADE AND 3ROVIDE DRIP LODP_/ o MONOPOLE TRANSMISSION SURFACING TO PRODUCE PE R MANUFACTURERS ANTENNA CABLES �- LINE BRACKET (TYP.) AN UNYIELDING SURFACE ECOMMENDATIO S BENDING RADIUS PER Q VALMONT PRODUCT No. B2391, WITH SNAP-IN STONE YARD DETAIL ? SPECIFICATIONS (TYP) 'E HANGERS FOR 1 4" CABLE, d VALMONT PRODUCT NO. B 1561 299 (NINE COAX RUNS) DETAIL 1 6 WASHED STONE o 0 SEE DETAIL a 0 NTS 09 a 299 0 0 09 CD0 0 _o STAINLESS STEEL BANDING, VALMONT PRODUCT N0. B1769 @ 4'-0" O.C. GRADE MINIMUM ONE BAND, SECOND C° BAND CAN B� USED FOR -II. _ ADDITIONAL SUPPORT11=1 I I=I 11=1 I I.E 11-1 I I=1 i t=E I I=I I I I I I E I I I I I-1 I I-1 I =1 =1 I I— � 0 NOTE; 1=1 I ` : i I- 11= PROVIDE REQUIRED NUMBER OF TRANSMISSION -I IF I� LINE BRACKETS TO SUPPORT ALL CABLES. ,_I�11 I I_ � CABLE SUPPORT z ICEBRIDGE PIER ICE SHIELD - ICE BRIDGE ELEVATION U ' DETAIL 565 SEE DETAIL E NTS 09 r2l 1 DETAIL 210 60 09 NTS 09 i © 4-18-06 REVISED SITE PLAN MDB ENK RND 0 N o Sy Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND CINGULAR WIRELESS Syracuse,New York 13212 � CO � N / Phone 315.455-2000 ■ GENERAL DY N A M 1 C S 10-20-05 COMPOUND RELOCATION BBB ENK RNO ,� o Fax 315-455-M7 SITE NUMBER. A-04-019 Worldwide Telecommunications Systems 9-23-OS c i n u a r GENERAL REVISIONS MDB ENK RND N WWW.CSCOS.COM 4 ADLER DRIVE. # 205 r— AVIATION ROAD w DETAILS Q/ WIRELESS EAST SYRACUSE, NY 13057 �, 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND w QLl- ENGINEERS INC. GLEN FALLS, NY 12804 t PHONE: (518) 432-4493 N0. DATE REVISIONS BY CHK PP olQ 4 24, �, DRAWING NUMBER IREV A9�FESSIONP� SCALE; AS SHOWN DESIGNED BY: DRAWN BY; QQ rj 11 x 17 B SIZE TYPICAL WOVEN WIRE FENCING NOTES 345 10 (INSTALL FENCIN\ PER ASTM F-567, SWING GATES PER ASTM F- 900) 1 . GATE POST: 3Y2" DIA. SCHEDULE 40 PER ASTM-F 1083, 2. CORNER AND TERMINAL OR PULL POST: 3" DIA. SCHEDULE 40 PER ASTM-F 1083. 3. LINE POST: 2" DIA, SCHEDULE 40 PIPE PER ASTM-F 1083. 4. GATE FRAME: 'IY2" DIA. SCHEDULE 40 PIPE PER ASTM-F 1083. 5. TOP RAIL AND BRACE RAIL: 9/2" DIA. SCHEDULE 40 PIPE PER ASTM-F 1083. 6. FABRIC, 9 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392. 7. TIE WIRE: MINIMUM 9 GA, GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAXIMUM 24" INTERVALS. 8. TENSION WIRE: 6 GA. GALVANIZED STEEL. 9. BARBED WIRE DOUBLE STRAND 12-Y2" O.D. TWISTED WIRE TO MATCH WITH FABRIC 14 GA., 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS, 10. GATE LATCH: 1 -%" O.D. PLUNGER ROD WITH MUSHROOM TYPE CATCH AND LOCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MTA. 11 . LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 12. HEIGHT = 6' VERTICAL AND 1 ' BARBED WIRE VERTICAL DIMENSION. ------------- 3 STRANDS —/i�I BARBED WIRE TOP RAIL BOTTOM TENSION LINE POST WIRE to � . I I GATE POST GATE ;:. 6" CRUSHED STONE CORNER, GATE, END 0 3 STRANDS » SEE DETAIL OR PULL POST I 12 -0 299 BARBED WIRE L TYPICAL ELEVATION c0 09 TOP 3 STRANDS � TOP TENSION WIRE I BARBED WIRE �0 EXTENSION TOP STRAND BRACE RAIL BRACE RAIL ARMS OF BARBED WIRE AT GATE 0 TOP OF STRETCHER STRETCHER 45 FABRIC PROJECT 1" ABOVE BAGRO L OD NA R BAR c� 1 '-O' DI W/FACILITY SIDE GROUND AND SLOPE STEEL TURNBUCKLE DIAGONAL ROD o TOP RAIL ALL AROUND (TYP.) W/STEEL CD :D ? EXTERIOR PROJECT 1 " ABOVE Z BOTTOM TURNBUCKLE J SIDE GROUND AND SLOPE o PLUNGER BAR < TENSION WIRE GATE FRAME GATE LATCH u o z � ALL AROUND (TYP) 0 FINISH GRADE WITH 1 = ¢ BOTTOM It R FINISH GRADE LOCK 0 -0 c) LL TENSION Lo FINISH GRADE a WIRE - 6" CRUSHED STONE 1 1 2 " MAX I 1 1/2 (MAX) I � ' � SEE DETAIL / ;� r299 1 1/2 " MAX FINISH i NO `� 6" CRUSHED STONE "' 6" CRUSHED STONE GRADE 09 -"/) 0 SEE DETAIL SEE DETAIL „ LINE POST FOOTING ��29�9345 K299 FOOTING CENTER GATE STOP 1 -6 1 '-0" 10 SEE DETAIL 343 EMBEDDED IN CONCRETE (34�5 Og NOTE. -6 09 10 NOTE: r345 0' 10 SEE NOTES, DETAIL E T T NOTE: WOVEN WIRE CORNER, GATE, s E NOTES, DE AIL 10 i SEE NOTES, DETAIL WOVEN WIRE END OR PULL POST DETAIL a TYPICAL SECTION DOUBLE SWING GATE DETAIL ry WOVEN WIRE FENCE DETAIL DETAIL 343 :D NTS 10 DETAIL (346 c� z NTS 10 DETAIL 341 NTS 1 E a' o rn � Ln o 4-18-06 REVISED SITE PLAN MDB ENK RND I U-) 499 Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND OF E!ti CINGULAR WIRELESS oCD Syracuse,New York 13212 ■ GENERAL DYNAMICS 10-20-05 COMPOUND RELOCATION BBB ENK RND N ! Phone 315-455-2000 SITE NUMBER: A-04-019 C n u a r Worldwide Telecommunications Systems 9-23-05 GENERAL REVISIONS MDB ENK RND .` Fax315-455-9667 4 ADLER DRIVE. # 205 — — w FENCE DETAILS N 0 WWW.CSCOS.COm AVIATION ROAD WIRELESS EAST SYRACUSE, NY 13057 1Q 6 20 05 ACCESS ROAD GRADING REVISION BBB ENK RND n PHONE: (518) 432-4493 Q/ NO. DATE REVISIONS BY CHK PP oT e �� DRAWING NUMBER REV ENGINEERS , INC. GLEN FALLS, NY 12804 A oat SCALE: AS SHOWN [DESIGNED BY: DRAWN BY: 9�`ESS 10A 10 5 11 x 17 B SIZE DOWNTILT ASSEMBLY METAL STRAP ° JUMPER TO SUBCONTRACTO 4 7►' ANTENNA TO PROVIDE (TYP) JUMPER TO -----� 15.4" ANTENNA TMA (TYP.) °° ° I I® SEE DETAIL METAL STRAP ° ° I I 131 ANTENNA SUBCONTRACTOR I I 11 TO PROVIDE (TYP) TMA o I I TMA ANTENNA °O I I GROUND SCREW I I MOUNTING o o I I MAST PIPE {TYP) GROUND WIRE I I o�TO ANTENNA I I GROUND WIRE ANTENNA —, GROUND BAR TO ANTENNA MOUNTING GROUND BAR PIPE (TYP) SIDE VIEW REAR VIEW TOP VIEW JUMPER TO FRONT MPER 60°, 1800 & 3000 AZIMUTH JU MAIN COAX JTO U MAIN MFG: DECIBEL PRODUCTS MFG: DECIBEL PRODUCTS SIDE COAX MODEL NO. DXLH-909OB-VTM MODEL: DB5083 WEIGHT: 42Ibs, TOWER MAST AMPLIFIER MOUNTING PANEL ANTENNA DOWNTILT ASSEMBLY ALL ANTENNAS 13'-6" T-ARM CO-LOCATION rl1 NOTE: KIT, VALMONT PART NO, 802741 DETAIL. TMA TO BE LOCATED DIRECTLY DETAIL 803 DETAIL 804 (VERIFY POLE DIAMETER FUTURE CINGULAR NTS 11 BEHIND EACH ANTENNA. NTS 11 NTS 11 PRIOR TO ORDERING) ANTENNA (TYP. 3) PANEL ANTENNA (TYP. 6 INITIAL) SEE DETAIL �803 NOTE: 1 . THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1Y4" DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST BE NOT BE THREADED AT THE ANTENNA ° O MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A �O HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE 0 8'-0" LONG CONDUCTOR o EXISTING CONDUCTORS NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. SUPPORT ARM BELOW (324 ) BELOW (TYP.) 2. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE � GPS ANTENNA 3 SUPPORT STRUCTURE USING U-BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE 240 5 -0 STAND-OFF MOUNTING PLATE USING THE OVERSIZE U-BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT IS CRITICAL PROVIDED WITH-�CO-LOCATION KIT THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. ITEM-1 96 STANDARD 04 DIA. PIPE BILL OF MATERIALS � �. EXISTING 105'-0" STEEL �, CABLE TO PIPE CONNECTOR � N TRANSMISSION POLE ° 8 -0 LONG CONDUCTOR ITEM-2 I BURNDY TYPE GAR E 0 300� SUPPORT ARM BELOW (144') ITEM# DESCRIPTION QUANTITY EACH GPS MOUNTING #2 AWG (TYP. 2 PLACES) U (EACH) BRACKET PLATE BCW (TYP.) �' 1 1Y" DIA. SCH. 40 x 18" LONG GALVANIZED PIPE (A-53) 1 c� 2 PLATE Y"x4Y"x16Y" LONG GALVANIZED (A-36) 1 41 TILT HOLES FOR ADJUSTMENT STANDARD U-BOLT FOR 3y" DIAMETER PIPE WITH DOUBLE HEX NUTS o s, ^�`° 3 AND WASHER, GALVANIZED 2 © I ITEM-4 Q `o, 4 STANDARD U-BOLT FOR 2" DIAMETER PIPE WITH DOUBLE HEX NUTS 2 - © U-BOLTS r44o AND WASHER, GALVANIZED (SEE NOTE 2) U ITEM-3 BOLTS •E J GROUNDING KIT 0 C 16Y„ 4 5" 2Y6" Ax DIA. ICEBRIDGE POST Y2" DIA. COAXIAL CABLE o *A! 3 4yp %6"x%" SLOTTED HOLE FOR 14" DIA. PIPE MINIMUM BENDING RADIUS PER C: O MANUFACTURERS STANDARD Oo U-BOLTS WITH DOUBLE NUTS AND WASHERS j TRI-BRACKET ANTENNA MOUNT "'o #6 AWG GROUNDING KIT 2 HOLE LUG (TYP.) CABLE PROVIDED WITH KIT a PROVIDED WITH CO-LOCATION KIT N NOTE: OVERSIZE U-BOLT PROVIDED ( ) TO ALLOW t2' TILT/ADJUSTMENT #2 AWG BCW TO CIGBE 2 AWG BCW TO MIGB „ TO ACHIEVE TOLERANCE. CIGBE # 2% O.D. ANTENNA MOUNTING 2/" (TYP) PIPE 7'-0" LONG (TYP. 3) TPLATE Y" THICK M GROUND BAR CD 3/16"x2%" SLOTTED HOLE FOR 2" DIA. PIPE GPS ANTENNA MOUNTING BRACKET PLAN U NOTE: U-BOLT WITH DOUBLE NUTS AND WASHERS o TOTAL WEIGHT OF T-ARM CO-LOCATION KIT, EXCLUDING PIPEMAST IS 950lbs. GPS MOUNTING BRACKET PLATE ANTENNA ORIENTATION z DETAIL 333 U 2 0 2 4 6 DETAIL 807 NTS 1 E M 3/16" SCALE: 3/16"= 1 '-O" 11 om Ln L o . �r- © 4-18-06 REVISED SITE PLAN MDB ENK RND Ew CINGULAR WIRELESS 0 fo 0 499 Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND Syracuse,New York 13212 ■ GENERAL DY N A M i C S 10-20-05 COMPOUND RELOCATION BBB ENK RND � Phone 315-455-2000 y� �r N SITE NUMBER: A-04-019 Worldwide Telecommunications Systems 9-23-05 GENERAL REVISIONS MDB ENK RND _ ANTENNA SUPPORT DETAILS Fax 315-455. � c i n u a r .(� •— 4 ADLER DRIVE, # 205 r °C o WWW.CSCOS.COMUj N AVIATION ROAD WIRELESS EAST SYRACUSE, NY 13057 1Q 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND Q ENGINEERS INC. GLEN FALLS, NY 1 2804 PHONE: (518) 432-4493 N0. DATE REVISIONS BY CHK PP' A 070 4 20 DRAWING NUMBER REV [SCALE: AS SHOWN DESIGNED BY: DRAWN BY: 9�FESSIONP 11 5 11 x 17 B SIZE ELECTRICAL INSTALLATION NOTES ELECTRICAL INSTALLATION NOTES (cont.) 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR TELEPHONE POWER EXISTING 1 . ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND SERVICE SERVICE ELECTRIC SERVICE ALL APPLICABLE LOCAL CODES. EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS 2. CONDUIT ROUTINGS ARE SCHEMATIC, SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EXISTING EQUIPMENT IS NOT BLOCKED. 24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR TELCO SERVICE NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 ; AND RATED NEMA 1 (OR BETTER) 3. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. CODE (NEC, NFPA 70), CHAPTER 8. 25. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED EXISTING UTILITY P 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. POLE PROPOSED SOURCE OF 4EXISTING ELECTRIC SWITCHGEAR PROPOSED SOURCE OF TELCO SERVICE TO BE ELECTRIC SERVICE TO BE 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR CONFIRMED BY UTILITY CONFIRMED BY UTILITY BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1 /2 INCH 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND NEC & OSHA. PROPERTY. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL 28. ALL CONDUIT RISERS SHALL BE SEALED WITH A PERMANENT CAP AND REDUCERS, PROPERLY SIZED ANr) 3-#4 AWG, #2 AWG GND EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, WATER TIGHT SEALED TO ALLOW FOR FEED THROUGH AND EXTENSION OF TELEPHONE CABLES, CONDUCTORS, 2-6 PAIR (INDIVIDUALLY IN 2Y" CONDUIT POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). AND RELATED GROUNDING RUNS. SHIELDED) # 22 AWG TEL. r298 CABLE IN 2" CONDUIT PLYWOOD BACKBOARD, SEE DETAIL PROVIDE 2 DRAG LINES 12 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY DETAIL fi22 LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 12 200 AMP METER SOCKET 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 0 TELCO BOX TEL 240VAC, 1 PHASE, 200 AMP 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR 4'-p" IF REQUIR UTILITY TY NEMA 3R FUSED DISCONNECT (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED 2'-0" 4 X 4 X PRESSURE FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, 6" X 6" PRESSURE TREATED TREATED PLYWOOD UNLESS OTHERWISE SPECIFIED. WOOD POSTS EMBEDDED IN (BOTH SIDES) CONCRETE AND CAPPED WITH 1 1 . SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR GALVANIZED SHEET (TYP. OF 3) LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE 2" TELCO CONDUITS 1 -2Y2" DIA. POWER RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM FROM TRANSFORMER USED, UNLESS OTHERWISE SPECIFIED. ° I I ° I I ° 1 -2Y2" DIA. POWER I I I I TO POWER PANEL CINGULAR SERVICE (200 AMPS) 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE 240v AC, 1 PHASE (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE FATED I I I O 2-6 PAIR (INDIVIDUALLY N FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, 1/2" DIA. THROUGH-BOLT I I I 11 I SHIELDED) # 22� AWG TEL. 3-#4/0 AWG, UNLESS OTHERWISE SPECIFIED. WITH WASHERS BOTH I I ° I ° CABLE IN 2 CONDUIT. #2 AWG GND PROVIDE 2 DRAG LINES o SIDES (TYP. OF 8) I I IN 2 1/2" CONDUIT 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND I I I cn WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO TELCO BOX 200A, 240VAC, 1 PHASE c0 LESS THAN 75°C (90'C IF AVAILABLE). (BY UTILITY PANEOL INTEGRATED LOAD CENTER SWITCH i IF REQUIRED) 1 -2Y" DIA. POWER 0 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH FROM EXISTING NEMA, UL, ANSI IEEE, AND NEC. SWITCHGEAR E o 1 -2Y2" DIA. POWER INSTALL 2-20 AMP, 1 POLE 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 80 FOR N TO POWER PANEL BREAKERS FOR GENERATOR 20 HEATER AND CHARGING CIRCUITS LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 2" CONDUIT VERIFY CIRCUIT SIZE WITH FROM EXISTING EQUIPMENT SUPPLIED BY CINGULAR UTILITY POLE - - - - - - �' 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC 0 CONDUIT (RIGID PVC, SCHEDULE 80) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 2" TELCO TO EQUIPMENT SHELTER En CO .0 17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE o GRADE. 0 18, RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT POWER & TELEPHONE ONE-LINE DIAGRAMNOT To SCALE BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. NOTES: a 1'-6" DIA. CONCRETE 1 ). CINGULAR SERVICE POWER SHALL BE 240VAC, 200A, 1 PHASE, 3W. PIER (NO REBAR) Q, 19. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITS FLEX) SHALL BE USED INDOORS AND OUTDOORS, NOTE: WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. ABOVE GRADE CONDUIT SHALL BE RGS, 2). FOR POWER AND TELEPHONE SERVICE ROUTING, SEE SHEETS 03, AND 05, BELOW GRADE SHALL BE SCH. 80 PVC. 3). RGS CONDUIT TO BE USED ABOVE GRADE & SCHEDULE 80 20, CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE PVC BELOW GRADE. o LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 298 BACKBOARD DETAIL 4). RGS CONDUIT TO BE USED BENEATH ACCESS ROAD AND PARKING AREAS. 0 21 . CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE NOT TO SCALE 1 2 U WITH NEMA, UL, ANSI/IEEE, AND NEC. z 22. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS, E0 o d- a� I I © 4-18-06 REVISED SITE PLAN MDB ENK RND ° " w CINGULAR WIRELESS '-O 499 Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND � o Syracuse,New York 13212 Phone 315-455-2000 ■ GENERAL DYNAMICS N A M 1 C S 10-20-05 COMPOUND RELOCATION BBB ENK RND10 U SITE NUMBER: A-04-019 9-23-05 a Fax 315-455-9667 Worldwide Telecommunications Systems GENERAL REVISIONS o C I n MDB ENK RND ELECTRICAL NOTES & N L WWW.CSCOS.COM 4 ADLER DRIVE, # 205 DETAILS AVIATION ROAD WIRELESS EAST SYRACUSE, NY 13057 11 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND PHONE: (518) 432-4493 Q �` ENGINEERS , INC. GLEN FALLS, NY 12804 NO. DATE REVISIONS BY CHK rPPf A 0? q DRAWING NUMBER REV SCALE; AS SHOWN 7DESIGNED BY: DRAWN BY; 9�FESS I ONP� 12 5 L 11 x 17 B SIZE GROUNDING NOTES ANTENNA ANTENNA ANTENNA AZIMUTH 60' AZIMUTH A AZIMUTH 300' 1 . ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE ANTENNA COAXIAL ANTENNA COAXIAL ANTENNA COAXIAL COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. ANTENNA ANTENNA ANTENNA GND KIT GND KIT GND KIT CONDUITS FOR MAST FOR MAST FOR MAST EACH CABLE (2) EACH CABLE (2) EACH CABLE (2) POWER PANEL 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING ENCLOSURE (PER IEEE 1 100 AND 81 ) FOR GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH #6 AWG 2 BCW TYP. 9 AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 (TYP.) # (TYP.) OHMS OR LESS. TM A TM A TM A #6 AWG (TYP.) 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR ANTENNAS GND BAR GND BAR GND BAR DAMAGE TO THE CONDUIT. NE AR (CIGBE) (CIGBE) (CIGBE) COMPRESSION CONNECTIONS 4, METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED GROUND RING BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER WIRE UL #2 AWG APPROVED GROUNDING TYPE CONDUIT CLAMPS. #2 BCW (TYP.) #2 BCW TO 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR, GROUND RING STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, ANTENNA ANTENNA ANTENNA SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. AZIMUTH 600 AZIMUTH 180' AZIMUTH 300' GND BAR ANTENNA COAXIAL ANTENNA COAXIAL ANTENNA COAXIAL (CIGBE) CELL REFERENCE 6, EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GND KIT GND KIT GND KIT #2 BCW (TYP.) GROUND BAR GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR FOR FOR NEAR CABLE ENTRY FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. EACH CABLE (2) EACH CABLE (2) EACH CABLE (2) TO CABINETS 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK #6 AWG (TYP.) #6 AWG (TYP.. #6 AWG (TYP..) BASE OF STRUCTURE CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. #2 AWG BCW TO STRUCTURE #2 AWG 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING, GND BAR GROUND RING #2 AWG SHALL BE #2 AWG BARE COPPER UNLESS OTHERWISE INDICATED. (CIGBE) #2 AWG 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING #2 BCW (TYP.) CONNECTIONS. POWER TELCO 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 450 ANTENNA ANTENNA ANTENNA SERVICE SERVICE AZIMUTH 60' AZIMUTH 180' AZIMUTH 300° BENDS CAN BE ADEQUATELY SUPPORTED. ALL BENDS SHALL BE MADE WITH 12" RADIUS OR LARGER. ANTENNA COAXIAL ANTENNA COAXIAL ANTENNA COAXIAL POWER GROUND 11 . EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. GND KIT GND KIT GND KIT NEUTRAL BOND OR (2) EACH CABLE (2) EACH CABLE (2) 12, ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR) SHALL BE FORMED USING HIGH PRESS EACH C CRIMPS. EXCEPT FOR GROUND BAR CONNECTION FROM MGB TO OUTSIDE. EXTERIOR GROUND SHALL STEEL ALL BE CADWELD CONNECTIONS. #6 AWG (TYP.) #6 AWG (TYP..) #6 AWG (TYP..) FRAME BTS CABINET 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. I GND BAR _ (CIGBE) 7:7 = 14, ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED TO THE TOWER GROUND o BAR. U #2 AWG BCW TO #2 AWG TO EQUIPMENT #2 AWG TO V = SHELTER GROUND RING GROUND RING (TYP (TYP) RING 15. APPROVED ANTIOXIDANT COATINGS (I,E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL � (CADWELD) ( ) o COMPRESSION AND BOLTED GROUND CONNECTIONS. U TELCO 16. ALL EXTERIOR AND INTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION o METER BOX RESISTANT MATERIAL. I— E 0 FENCE HVAC UNIT SCHEMATIC DIAGRAM GROUNDING SYSTEM 0 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL NOT TO SCALE BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. .L U NOTE: _ _ _ _ _ 18, BOND ALL METALLIC OBJECTS WITHIN 6 FT OF MAIN GROUND WIRES WITH 1 -#2 AWG TIN-PLATED - - - - COPPER GROUND CONDUCTOR. o ALL GROUNDING TO BE PERFORMED IN ACCORDANCE #2 SOLID BCW TO o WITH CINGULAR WIRELESS GROUNDING STANDARD GROUND RING 19, GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS DATED OCTOBER, 2001. (TYP) SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, co U ICE SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS CR FLOORS. o 11 BRIDGE WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL c ANTENNA GROUNDING: CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE E.G.,OF METAL CONDUIT IS UNAVOIDABLE ( NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE 1. PROVIDE GROUND PLATES AT EACH ANTENNA SECTOR. GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. Q 2. BOND THE ANTENNA GROUND DIRECTLY TO THE SHELTER GROUND RING. 0 o, 3. ANTENNA GROUNDS TO BE KEPT SEPARATE FROM EQUIPMENT GROUND. DETAIL 621 3 U I u7 EQUIPMENT GROUNDING: i 1. THE EQUIPMENT GROUND SHALL BE COMPRISED OF SEVERAL COMPONENTS 0 0 1. EQUIPMENT GROUND PLATE U- 2. CONNECTIONS TO MECHANICAL EQUIPMENT a � 2. FROM THE EQUIPMENT GROUND PLATE, EXTEND THE GROUND TO THE z EXISTING GROUND RING OUTSIDE BUILDING. i Co E a � LO Ln CD rn % © 4-18-06 REVISED SITE PLAN MDB ENK RND o W n 499 Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND CINGULAR WIRELESS CD o Syracuse,New York 13212 ■ GENERAL DYNAMICS 10-20-05 COMPOUND RELOCATION BBB ENK RND CD Phone 315-455-2000 SITE NUMBER: A�O`F�O 1 �7 ' Worldwide Telecommunications Systems 9-23-05 GENERAL REVISIONS MDB ENK RND Fax315-4W9667 4 ADLER DRIVE, # 205 GROUNDING NOTES & SCHEMATIC N o WWW.CSCOS.COm AVIATION ROAD WIRELESS EAST SYRACUSE, NY 13057 1Q 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND m LS 5 PHONE: (518) 432-4493 , _ �! GLEN FALLS, NY 12804 No. DATE REVISIONS BY CHK PP A 0�p q 28 ��,�� DRAWING NUMBER REv ENGINEERS INC. Q L� ESS 10NP � SCALE: AS SHOWN DESIGNED BY: BRAWN BY: 13 5 11 x 17 B SIZE s COPPER BONDING CONDUCTOR TO LOW NOISE TO TRANSMIT AMPLIFIER UNITS (LNA) ANTENNA #4 OR 6 AWG STRANDED Cu BONDING BUSHING LUG (WHEN REQUIRED) AND WIRE WITH GREEN, 60OV, RECEIVE ANTENNA 1 THWN INSULATION BONDING BUSHING T (MAN UF. T & B —� GROUND BAR ON P/N BG80X OR WALL, FLOOR APPROVED EQUAL) RX1/R0T RX1 /RX2 OR ON ANTENNA NOTE: X SUBSTITUTED FOR TOWER SEE LUG CONDUIT SIZE CONDUCTOR WEATHERPROOFING DETAIL 119 SCREW KIT (-gyp.} 14 #6 AWG COPPER GROUND WIRE JUMPER REQUIRED BONDING BUSHING (GROUNDED TO GROUND BAR) ONLY FOR 1 5/8"0 STANDARD GROUND O O 0 0 O O SET SCREW (STANDARD GROUNDING KIT) COAX OR FOR KIT (TYP.) (SEE EASE OF CONNECTION NOTE) 00 oO oO 0 © © CABLE GROUND KIT (TYP.) ? WEATHERPROOFING KIT O BONDING � � CONNECTOR ANTENNA CABLE LUG ANTENNA WEATHERPROOFING TO BTS SCREW \ CABLE KIT (TYP.) (TYP.) 2„ , FROM LNA Cu TWO HOLE LUG, TO BE USED WITH 2 1 /2 DIA. WHEN REQUIRED) W RE AWG WITHTGREEND 60OV,( 2 AWG BARE COPPER GROUND METALLIC CONDUIT 12" APPROX. (RGS, IMC, EMT, FLEX) CONDUCTOR. EXOTHERMIC WELD TO THWN INSULATION BURIED GROUND RING AND GROUND BAR CONDUIT BOND/GROUND BUSHING CONNECTION OF CABLE GROUND KIT ciceE (GROUND BAR), SIMILAR TO DETAIL 1.19 TO ANTENNA CABLE DO NOT INSTALL CABLE GROUND MOUNTED NEAR/BELOW DETAIL (12O NOTE: ANTENNA KIT AT A BEND AND ALWAYS DIRECT INSTALLATION OF GROUND WIRE TO �14 NOTE: GROUND WIRE DOWN TO CIGBE 42 AWG Cu WIRE WITH GROUND BAR DIRECTIONS: DO NOT INSTALL CABLE GROUND KIT GREEN, 60OV, THWN 1 . MOUNT BONDING BUSHING ONTO CONDUIT AT A BEND AND ALWAYS DIRECT GROUND CONNECTION OF GROUND WIRE TO INSULATION TO BURIED 2. TIGHTEN BOND BUSHING SET SCREW WIRE DOWN TO GROUND BAR. GROUNDING BAR 3. INSERT COPPER CONDUCTOR INTO LUG �CIGBE� GROUND RING 4. TIGHTEN LUG CONDUCTOR SCREW DETAIL 113 TOWER/MONOPOLE/ROOFTOP DETAIL 118 5. TIGHTEN BONDING LUG SCREW 14 14 NOTE: BONDING BUSHING, SET SCREW, LUG, DETAIL (122 LUG SCREW, COND. LUG SCREW, SHOWN 14 AS COMPLETE UNIT. #2 AWG BCW SHALL GRADE #2 AWG BCW SHALL BE INTERWOVEN BE INTERWOVEN IN MESH (TYP.) IN MESH (TYP.) EACH STRAND OF BARBED WIRE SHALL BOGROUNDED D E WIRE SHALL BE GROUNDED USING BURNDY KSU22 EXOTHERMIC En USING BURNDY KSU22 SPLIT BOLT CONNECTORS (TYP.) (� c0 SPLIT BOLT CONNECTORS (TYP.) WELD o 2 ►— 4 E CADWELD (TYP. #2 AWG BCW (TYP,) CADWELD #2 (G RING GROUND 7/ " a 3/4 o O 16 0 #2 AWG BCW 2 0 0 0 t' o SOLID 0 0 0 0 IF 0 18" AFG CADWELD (TYP.) RING GROUND CA ELD RING GROUND 0 0 0 0 �i o p 0 0 #W a #2 AWG BCW #2 AWG BCW 3 / 0 0 + 0 0 SEE NOTE OJ' ► 3 & 4 y J0 0 1 E 12 FIG \ r � GROUND ROD COPPER CLAD 0 u #2 AWG BCW CABLE TO CABLEr>,�, is #2 AWG BCW #2 AWG Cw STEEL ROD W/MIN. 5/8 oX 10 , 1 o CADWELD (TYP.) OR 20', LONG (SEE ► VERTICAL POST GROUNDING PLAN ON SHEET 05) CABLE TO CABLE CADWELD VERTIOCAR OST NOT CONNECTED jNG RING GROUND#2 AWG BCW CONNECTED TO RING LEGEND NOTE: 1 . THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE CADWELDED TO NOTES: 1 — COPPER GROUND BAR, 1 /4" X 4" X 20", NEWTON INSTRUMENT CO. CAT. NO. THE POST ABOVE GRADE. B-6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH 1 . VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND ILO VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING AT EACH GATE POST. AS A MINIMUM ONE VERTICAL PAST SHALL BE BONDED 2— INSULATORS, NEWTON INSTRUMENT CO. CAT. NO. 3061 -4 M 3. GATE JUMPER SHALL BE #2/0 AWG WELDING CABLE OR FLEXIBLE TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. 1 . GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO 3— 5 8" LOCKWASHERS NEWTON INSTRUMENT CO. CAT. N0. 3015-8 COPPER BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. / ' j EXCEED 45 DEGREES FROM THE VERTICAL 3. BOND EACH HORIZONTAL POLE / BRACE TO EACH OTHER AND TO . 4— WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 FOR EXOTHERMIC WELDING. 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING, 5— 5/8- 1 1 X 1 " H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT N0. 3012- 1 o SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER 4. BOTH THE FENCE FABRIC AND BARBED WIRE SHALL BE GROUNDED GROUND ROD j DIRECTION, AT ANY AND ALL BREAK POINTS STANDARD GROUND BAR FENCE GATE GROUNDING DETAIL FENCE GROUNDING DETAIL DETAIL 114 DETAIL 119 z DETAIL 501 14 14 DETAIL 502 NTS ' 14 14 E � a � � CD 4-18-06 REVISED SITE PLAN MDB ENK RND of NElti CINGULAR WIRELESS � 499 Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND CD CD Syracuse,New York 13212 ■ GENERAL DYNAMICS 10-20-05 COMPOUND RELOCATION BBB ENK RND CD / Phone 315-455-2000 N U Fax 315-455-9667 SITE NUMBER: A-04-019 C n u r' Worldwide Telecommunications Systems 9-23-05 GENERAL REVISIONS MDB ENK RND rcc . 4 ADLER DRIVE, # 205 _ w GROUNDING DETAILS N 'o WWW.CSCOS.COm AVIATION ROAD WIRELESS EAST SYRACUSE, NY 13057 10 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND m �. PHONE: (518) 432-4493 N0. DATE REVISIONS BY CHK FPS O o� ��� DRAWING NUMBER REV < `� ENGINEERS .. INC. GLEN FALLS, NY 12804 04? A9�FESS jONp�, 14 5 SCALE. AS SHOWN DESIGNED BY: DRAWN BY; 11 X 11 B SIZE INTERIOR EXTERIOR .10 TO ANTENNA EQUIPMENT ANTENNA GROUND ANDREW SUREGROUND CABINET CABLE GROUNDING KIT BAR AT THE TOP OF GROUNDING KIT (TYP) (TYP) SEE SIMILAR TOWER SEE NOTE 1 . PWR DETAIL SEE DETAIL INSPECTION HAND 113 118 — 6 AWG PROVIDED INSPECTION HAND HOLE HOLE COVER BIAS—T'S COAX ENTRY 13 14 WITH GROUNDING - — — KIT TYP) — GRADE WR COAX CABLE r 2 AWG BCW i (TYP FOR ALL) # ANDREW SUREGROUND CONCRETE — ANTENNA GROUND BAR AT GROUND KIT (TYP.) OR PVC THE BOTTOM OF TOWER , SEE NOTE 1 . SEE DETAIL 118 14 cI GROUND #6 AWG STRANDED Cu MAIN COAX FROM !.� #6 AWG LUG WIRE WITH GREEN 60OV, ANTENNAS (TYP) CABLE TO ROD EXOTHERMIC WELD CADWELD COAX JUMPER THWN INSULATION n TO BTS EQUIPMENT CLEAN SAND FILL 119 GROUND BAR i SOD TINNED GRADE VIA TRAY OR 14 SEE DETAIL I„EBRIDGE ICE BRIDGE POST 0 #2 AWG Cu STRANDED GROUND RING GROUND WIRE WIRE WITH GREEN 60OV, V RING GROUND o GROUND ROD THWN INSULATION TO i CADWELD GROUND RING 3 NOTE: bJ I° 1 . NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON E THE TYPE OF TOWER, ANTENNA LOCATIONS AND NOTE: INSPECTION HAND HOLE MAY BE CONCRETE OR PVC EXTERIOR ANTENNA CABLE GROUNDING AT. c0 CONNECTION ORIENTATION. PROVIDE AS REQUIRED. ANC SHALL BE A MINIMUM OF 8" IN WIDTH/DIAMETER SHELTER COAX ENTRY GROUND ROD WITH ACCESS AREA ANTENNA CABLE GROUNDING DETAIL 126 FOR A MONOPOLE TOWER DETAIL 644 NTs 15 CD NTs 15 I E DETAIL (152 C NTS TI�L5 0 0 co I L Cif 0 U z E 0 G C14 L Ln j © 4-18-06 REVISED SITE PLAN MDB ENK RND OF NEW y CINGULAR WIRELESS I I Lr, 499 Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND co O S Syracuse,New York 13212 ■ GENERAL DYNAMICS 10-20—OS COMPOUND RELOCATION BBB ENK RND CD / Y Phone 315-455-2000 g R' A- 4-019 Worldwide Telecommunications Systems Fa�c315-455-9667 SITE NUMBER: �� n u , r 4 ADLER DRIVE, # 205 Y 9-23-05 GENERAL REVISIONS MDB ENK RND ,— w GROUNDING DETAILS u^i •°' t11 EAST SYRACUSE, NY 13057 11 6-20-05 ACCESS ROAD GRADING REVISION BBB ENK RND 2 N o WWW.CSCOS co AVIATION ROAD WIRELESS � PHONE: (518) 432-4493 NO. DATE REVISIONS BY CHK PP' 0�0 4 Ze ��' DRAWING NUMBER REV �' ENGINEERS , INC. GLEN FALLS, NY 12804 _7 AR�FESSIONP� 15 5 SCALE: AS SHOWN DESIGNED BY: DRAWN BY: 11 x 17 B SIZE FOUR PORT SECTOR NOTE: ANTENNA (TYP) -2 ANTENNAS PER SECTOR (ONLY 1 SHOWN) _ _r 7/16 DIN TYPE MALE :2 00 o CONNECTOR (TYP) TOWER MAST CO °' TMA ANTENNA COAX AMPLIFIER FREQUENCY ANTENNA COLOR RAD TMA ANTENNA ANTENNA TYPE MECHANICAL ELECTRICAL COAX CABLE COAX CABLE BAND FUNCTION CODE AZIMUTH CENTER MODEL # PROVIDED NUMBER (MODEL #) PROVIDED DOWN-TILT DOWN-TILT LENGTH (FT.) DIAMETER (IN.) PROVIDED TMA DIPLEXER BY BY BY 850MHz — NOTE 4 60° 100'-0" — CINGULAR 1 DBXLH-9090E—VTM CINGULAR 0 2° 200'-0"f 1Y4" CINGULAR 850MHz — NOTE 4 60' 100'-0" — CINGULAR 3 DBXLH-9090B—VTM CINGULAR 0 2' 200'-0"t 1Y4" CINGULAR U W to ANTENNA — 1 /2" TOP JUMPER CABLE (TYP) N 850MHz — NOTE 4 180' 100'-0" — CINGULAR 4 DBXLH-909OB—VTM CINGULAR 0 2' 200'-0"f 1Y4" CINGULAR GROUNDING KIT ry GROUND BAR (TOP OF TOWER) � 850MHz — NOTE 4 180' 100'-0" — CINGULAR 6 DBXLH-9090B—VTM CINGULAR 0 2° 200'-0"f 1Y4" CINGULAR SEE DETAIL 122 W 14 850MHz - NOTE 4 300' 100'-0" - CINGULAR 7 DBXLH-909OB-VTM CINGULAR 0 2' 200'-0"f 1Y4" CINGULAR MAIN COAXIAL CABLE o 850MHz - NOTE 4 300° 100 -0 - CINGULAR 9 DBXLH-9090E-VTM CINGULAR 0 2' 200'-0"f 1Y4" CINGULAR U W GROUNDING KIT GROUND BAR AT BOTTOM OF TOWER GROUND BAR AT SEE DETAIL 152 BUILDING ENTRY 15 SEE DETAIL 126 - - SHELTER/BUILDING NOTES: 5 _ _ 1 . ALL MATERIALS ON THE ABOVE TABLE SHALL BE PROVIDED BY THE OWNER TO THE SUBCONTRACTOR FOR INSTALLATION, a, 2. SUBCONTRACTOR SHALL AS—BUILT CABLE LENGTHS AND PROVIDE ANTENNA SERIAL NUMBERS ON RED—LINED DRAWINGS. i 0 3. ANTENNAS SHALL BE PROCURED AND INSTALLED WITH DOWNTILT BRACKETS AND HEAVY DUTY CLAMPS SUPPLIED BY ANTENNA MANUFACTURER. U � 4. COAXIAL CABLES TO BE COLOR CODED PER CINGULAR STANDARDS. 0 0 KEY E DIN MALE CONNECTOR 0 U 0 DIN FEMALE CONNECTOR CD 0 1 /2" JUMPER 1 /2" JUMPER 0 0 Q U_ E 0 NOTES: ANT 1 THIS DETAIL IS TYPICAL FOR ONE TOWER MAST AMPLIFIER °' GROUND TO MAIN GROUND BIAS-T SYSTEM. REFER TO RF DATA SHEET FOR APPLICABLE CLEARGAIN BIAS-T „ SYSTEM ("A", B OR C ) TYPE AND ANTENNA CONFIGURATION. CD o MALE BTS MALE 0, FEMALE POWER FROM PDU 2 ALL CONNECTIONS SHALL BE 7/16 DIN TYPE. U 3 BIAS-T SHALL BE SUPPORTED BY THE CABLE RACK AT THE BTS M GSM 850/1900 BTS GSM 850/1900 BTS END OF THE RF CABLE. o BASE UNITS MAY BE STAGGERED AS REQUIRED TO FIT WITHIN THE CABLE RACK. ADC CLEARGAIN TOWER MAST AMPLIFIER COAXIAL CABLE CONNECTION DETAIL 4 THE CHOICE OF Y2 SUPERFLEX OR Y2 COAX IS DEPENDENT ON THE LENGTH OF THE CABLE PER THE FOLLOWING FORMULA: Y SUPERFLEX < 100' z DETAIL 018 I NTS 1 s Y2 COAX > 100' c E � o `n u� o 4-18-06 REVISED SITE PLAN MDB ENK RND I Ln 499 Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MDB ENK RND N r CINGULAR WIRELESS o � Syracuse,New York 13212 ■ GENERAL DYNAMICS 10-20-05 COMPOUND RELOCATION BBB ENK RND � CD Phone 315.455-2000 N Fax315-455-96fi7 SITE NUMBER: A-04-019 �� �''' u '� r Worldwide Telecommunications Systems 9-23-05 GENERAL REVISIONS MDB ENK RND 'Cr ANTENNA SCHEMATICS & DETAILS O WWw.CSCOs.COi1 4 ACLER DRIVE, # 205 _ N AVIATION ROAD WIRELESS EAST PHONEYR(518)E432-44937 6 20-05 ACCESS ROAD GRADING REVISION BBB ENK RND REV n/ ENGINEERS , INC. GLEN FALLS, NY 12804 oaz � Q N0. DATE REVISIONS BY CHK PP oT s �, DRAWING NUMBER SCALE: AS SHOWN DESIGNED BY: DRAWN BY: 90�ESSIONP 16 5 1I x 17 B SIZE WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, 1.0Specifications 10' MAX. c. To C. MAX, 6" MESH SPACING) Permanent Seeding in Right-of-Way EXECUTION ,B � 36" MIN, FENCE POSTS, DRIVEN MIN. 16" INTO Sowing Seed and Distributing Fertilizer— Hydraulic Spray Method GROUND Fertilizer 1 .5' The hydraulic spray method of sowing seed shall be used, unless otherwise MIN. -Jz Fertilizer shall be furnished in containers plainly marked with the chemical approved. This work shall be done with an approved machine operated by a �� analysis of the product. Fertilizer for grass seeding shall be a standard competent crew. FILTNR o�commercial rade fertilizer and have the followin com osition b mass. FAB y X n 9 9 p Y CUTOFF TRENCH Seed and fertilizing materials shall be mixed with water in the tank of the DESIGN BOTTOM 2 0 2 s" MIN. _ 10-20-10 machine and kept thoroughly agitated so the materials are uniformly mixed and B 11 OQ 1 1 / suspended in the water at all times during operation. The spraying equipment CD 12" MAX Nitrogen (N) 10% minimum shall distribute seed and fertilizing materials evenly and uniformly on the SECTION A-A 0o O 0 CENTER Available Phosphoric Acid P205 20% minimum designated areas at the required rates. NTS PERSPECTIVE p ( ) DO� C E VIEW Water Soluble Potash (K20) 10% minimum Seed must he lightly raked into the surface of the soil unless seeding is to be Rate of application: 18.4 Ibs per 1,000 sq ft. followed the same day by mulching. FILTER FABRI� 1 1 1 1 CD 36" MIN. FENCE POST 18" WOVEN WIRE FENCE MIN, 14 1 2 GAUGE Seed Mulching MAX. 6" MESH SPACING / �� UNDISTURBED GROUND CHECK DAM DETAIL SECTION B-B WITH FILTER CLOTH OVEF 2 MIN. Mulching shall be in accordance with New York Standards and Specifications for FLOW The weed seed content shall not exceed 1% b mass. The grass seed shall NTS NTS - a- Y 9 Erosion and Sediment Control, Standard and Specifications for Mulching, page conform to the requirements of the following. 5.29 - 5.31. CONSTRUCTION SPECIFICATIONS COMPACTED SOIL Proportion Germination Purity EMBED FILTER CLOTH 16" MIN. Minimum Minimum MIN. 6" INTO GROUND 4"LL 1 . STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, Creeping Red Fescue 50% 85% 95% GRADES AND LOCATIONS SHOWN IN THE PLAN. SECTION Kentucky 31 30% 85% 95% 2. EXTEND THE STONE A MINIMUM OF 1 .5 FEET BEYOND THE DITCH BANKS TO Domestic Rye 10/0 90/0 98/° PREVENT CUTTING AROUND THE DAM. 0 0 o POSTS: STEEL EITHER "T" OR "U" FILTER CLOTH: FILTER X, Red Top 5% 85% 92% TYPE OR 2" HARDWOOD MIRAFI 100X, STABILINKA Ladino Clover 5% 85% 96% 3. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW T140N OR APPROVED EQUAL, CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. FENCE: WOVEN WIRE, 14 1/2 GA. PREFABRICATED UNIT: GEOFAB, Rate of application: 30 Ibs/acre (40 Ibs/ac for drainage swales and other areas MAXIMUM DRAINAGE AREA 2 ACRES, 6" MAX. MESH OPENING ENVIROFENCE, OR APPROVED EQUAL, subject to periodic inundation) SILT FENCE DETAIL The seed shall be furnished and delivered premixed in the proportions specified NOTES: NTS above. All seed shall comply with State and Federal seed laws. 1. ALL METAL USED IN THE MANUFACTURER OF THE ACCESS ROAD GATE TO BE HOT DIP GALVANIZED. ALL WELDS & PIPE The seed mixture specified above consists of a tough hardy type for use on TO BE PAINTED & TOUCHED UP IN ACCORDANCE WITH STANDARD SPECIFICATION AND IN ACCORDANCE WITH CONSTRUCTION NOTES FOR FABRICATED SILT FENCE slopes graded at the rate of 1vAh, and steeper slopes, and on shoulders MANUFACTURER'S RECOMMENDATIONS, 1 . WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS adjacent to the roadway pavement or otherwise directed. WITH WIRE TIES OR STAPLES, 2. ALL JOINTS TO BE WELDED ALL AROUND WITH -X16" WELDS. The Contractor shall provide the manufacturer's Certificate of Compliance to the 2. FILTER CLOTH TO BE FASTENED SECURLEY TO WOVEN WIRE FENCE specification with each shipment of each type of seed. 3. ALL PIPE TO BE SCHEDULE 40 STEEL. DIAMETERS SHOWN ARE NOMINAL PIPE SIZE. WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. Any method of sowing that does not injure the seeds in the process of spreading 4. FURNISH PADLOCK AND CHAIN TO MEET CINGULAR AND NATIONAL GRID REQUIREMENTS. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EASCH OTHER will be acceptable. ,� " THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED, 5. CONTRACTOR SHALL PROVIDE AN ADDITIONAL 3 DIA. POST w/� ROD. LOCATE TO HOLD GATE IN AN OPEN POSITION 90• FROM THAT SHOWN BELOW. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6. GATE TO SWING IN TOWARDS PROPERTY. i 0 7. ALL STEEL TO BE PAINTED BLACK. 3/8" STL. It CAP SEE DETAIL 'A' SEE DETAIL 'B' CONSTRUCTION SEQUENCE: in 7 ccoo 1 ' " 1 . INSTALL CULVERT, END SECTIONS AND INSTALL ROCK OUTLET PROTECTION. �1- 2 DIA. 4" DIA, a o 0 0 0 0 0 0 o FILL WITH CONC. 1 1 2 DIA, o co 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 3: & DOME TOP TO 3" DIA. SEE DETAIL 'C' 0 SHED WATER 3. INSTALL SILT FENCE, TEMPORARY EARTH DIKE AND SILT FENCE OUTLET, E STRAW BALE (TYP.) ACCESS ROAD 4. ROUGH GRADE PROJECT SITE, CONSTRUCT RETAINING WALLS, AND PLACE ALL MIN. 2 EACH SIDE ROAD AND EQUIPMENT AREA STONE. PLAN OF STONE 111 • -IIIIIIIII�� 2 SILT FENCE (TYP,) a _ �I ! CD STRAW ;r, _I 5. AFTER TOPSOILING, SEEDING, AND MULCHING OF ALL GRADED AREAS, INSTALL '� III ". . . BALE (TYP.) FILTER STONE CONCRETE ACCESS ROAD GATE 'III =� CONCRETE AMERICAN EXCELSIOR COMPANY "CURLEX II" EROSION CONTROL BLANKET, d- NOT TO SCALE -1I11 I " 6. AFTER ESTABLISHMENT OF FINAL VEGETATION — 80% VEGETATIVE DENSITY OR o " !. 1 -6 _ Q II 11 16 —0 GREATER REMOVE ALL SILT FENCE, SILT FENCE OUTLET, AND TEMPORARY (n ;; ;; 2' I EARTH DIKE. �°eta 1 5/8" DIA. HOLE WELD NUT TO BOLT, ALLOW II II ..� R 3/8" TH'K.�� SUFFICIENT CLEARANCE BETWEEN 7. SEED AND MULCH ALL REMAINING DISTURBED AREAS. 3" DIA. o a " KEY WAY 3/8" STL. R NUT & " R TO PERMIT GATE • TO ROTATE 4" DIA. ..:.": a. .. W a STAKE, 2 PER SECTION j STRAW BALE (TYP.) ,,, 2 0 3 DIA. R " THICK x 3" WIDE GALV. a1-1/8" STL. R BOX GATE POST ROLLED TO FIT 3" DIA. GATE SILT FENCE OUTLET DETAIL 1 5/8" " WITH No BOTTOM POST & WELDED ALL AROUND 3/8" ROD „ DETAIL 'B' w/ V' FILLET WELD CONCRETE U-) DETAIL 'ACD a 3/8" STL. It 3" DIA, 3/8" ROD 4 4fR A" THICK x 3" WIDE GALV. o ROLLED TO FIT 3" DIA, GATE 2 DIA. 3" DIA. * : POST & WELDED ALL AROUND GATE POST W/ A" FILLET WELD 1 1/2" • CONCRETE r STL- R BXVATH STL. R WITH c� NOBOTTOM �"x 3" SLOT SECTION DETAIL C � ROAD GATE DETAIL E a � � Ln CD I © 4-18-06 REVISED SITE PLAN MOB ENK RND 0 499 Col. Eileen Collins Blvd. 4 1-16-06 NATIONAL GRID COMMENTS MOB ENK RND NEkp Y� CINGULAR WIRELESS o' Syracuse,New York 13212 ■ GENERAL DYN AM 1 C 5 10-20-05 COMPOUND RELOCATION BBB ENK RND 9� Phone 315-455-2000 s Fax 315-455-9667 SITE NUMBER: A-04-019 C n u Car Worldwide Telecommunications Systems 9-23-05 GENERAL REVISIONS MDB ENK RND `6 .o WWW.csCos.com 4 ADLER DRIVE, # 205 r w DETAILS AND NOTES N AVIATION ROAD WIRELESS EAST SYRACUSE, NY 13057 10 6-20-05 ACCESS ROAD GRADING REV;j?199 = '' ENGINEERS , INC.�1�. , PHONE: (518) 432-4493 A "' GLEN FALLS NY 12804 N0. DATE REVISIONS FO o?0 a2$ ��' DRAWING NUMBER REv 9�FESS I ONP� ' 7 5 SCALE, AS SHOWN DESIGNED BY: 11 x 17 B SIZE