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HomeMy WebLinkAboutPlans0 gal u SITE INFORMATION At. 1(..j01tra.kikkr — wc� PROPERTY OWNER: CONTACT: PHONE: TOWER OWNER ID NO.: FCC NO.: APPLICANT: SITE ADDRESS: COUNTY: LATITUDE: LONGITUDE: ZONING JURISDICTION: ZONING CLASSIFICATION: AREA OF CONSTRUCTION: PROPOSED USE: POWER COMPANY: SECTION/BLOCK/LOT: ENGINEER: CONTACT: PHONE: WILLIAM V- & EUNICE M. SMITH PO BOX 871 SILT, CO 81652 WILLIAM SMITH (970) 618-4182 TED TBD SENSIS 85 COLIAMER CROSSINGS EAST SYRACUSE. NEW YORK 13057 260 LAZY 5 REVERSE S DRIVE NEW CASTLE. CO 81652 GARFIELD 39' 30' 35" N 107' 38' 05" W GARFIELD COUNTY ARRD — AGRICULTURAL/RESIDENTIAL/RURAL ±900 s.f. COMMUNICATIONS FACILITY HOLY CROSS ELECTRIC CO—OP 2179-23-300202 C&S ENGINEERS INC. 499 COL. EILEEN GOWNS BLVD. SYRACUSE, NEW YORK 13212 ROBERT N. DUCLOS, P.E. (315) 455-2000 DENSITY pug � �"Y1Sensis • �r�u2,�4c,.t 41 -F -4w 514-7-E-• \\ CORPORATION WIDE—AREA MULTILATERATION(WAM) -4194,,,,,)01, COLORADO ATCBI 804 ►iusr Akw ias«a SITE NAME: GREENFIELD A°" "% R."'''• SITE I.D. NUMBER: R6 CONSTRUCTION DRAWINGS LOCATION MAP 01 TITLE SHEET DRAWING INDEX REV 01A OVERALL SITE PIAN 01B PROPERTY PLAN 01 C OVERALL SITE PLAN 02 SITE PLAN, SHELTER LAYOUT AND TOWER ELEVATION 03 CONSTRUCTION NOTES 04 CABINET DETAILS 044 10EBRIDGE DETAILS 05 ANTENNA SUPPORT DETAILS 06 ELECTRICAL NOTES AND ONE -LINE 06A ELECTRICAL DETAILS 07 GROUNDING NOTES AND SCHEMATIC 06 GROUNDING DETAILS ` 094 GROUNDING DETAILS 09 GROUNDING DETAILS 10 ANTENNA AND CABLE SCHEDULE 11 PROPANE TANK DETAILS 12 LIR STRUCTURE DETAILS 13 FENCE DETAILS ENGINEERS, INC. 499 Col. Ellen Collins Blvd. Syracuse, New York 13212 Phone 315-455-2000 Fax 315-455-9667 www.cscos.cnm Pyr ntid Network Services. LLC 6510 TOWPATH ROAD EAST SYRAcUBE, N&W YORK 1SO5r 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 DIRECTIONS (FROM STEAMBOAT SPRINGS AIRPORT) : TAKE COUNTY ROUTE 129 SOUTH TO A LEFT TURN ONTO US ROUTE 40 SOUTH. TRAVEL ON US ROUTE 40 APPROX. 6 MILES TO A RIGHT TURN ONTO STATE ROUTE 131 SOUTH. TRAVEL ON SR131 FOR APPROX. 6.5 MILES TO A LEFT TURN ONTO COUNTY ROUTE 14. TRAVEL ON CR14 SOUTH TO STATE ROUTE 131 AND CONTINUE SOUTH ON SR131 APPROX. 28.6 MILES TO A RIGHT TURN ONTO CR30 (COLORADO RIVER ROAD). FOLLOW CR30 (COLORADO RIVER ROAD) TO 1-70 WEST. TRAVEL 1-70 WEST TO EXIT 97. TAKE LEFT OFF RAMP, CROSS 1-70. TRAVEL 0.1 MILE AND TURN LEFT ON RIVER FRONTAGE ROAD. TRAVEL 0.3 MILE AND TAKE FIRST RIGHT ONTO DIVIDE CREEK ROAD (CR311). TRAVEL 0.5 MILE AND VEER LEFT AT "Y" (ROAD REMAINS DIVIDE CREEK ROAD (CR 311)), TRAVEL 1.3 MILE AND TURN RIGHT (ROAD REMAINS DIVIDE CREEK ROAD (cR 311)). TRAVEL 2.5 MILES AND LOOK FOR NUMEROUS MAILBOXES ON RIGHT. THIS IS 5 LAZY K RANCH PRIVATE DIRT ROAD. TURN RIGHT ONTO 6 LAZY K RANCH ROAD, GO SLOW...10 MPH SPEED LIMIT. CROSS BRIDGE AND GO RICHT ON 6 LAZY K RANCH ROAD. CONTINUE STRAIGHT ON 6 LAZY K RANCH ROAD (DO NOT TURN ONTO 3D RANCH). CONTINUE ON 6 LAZY K RANCH ROAD AND LOOK FOR GAS WELLS ON RIGHT. AT TOP OF HILL TURN RIGHT LOOK FOR SMALL HANGING WOODEN SIGN THAT READS "LAZY 5 REVERSE 5". THIS IS THE DRIVEWAY FOR THE SMITH PROPERTY. FOLLOW DRIVEWAY TO THEIR HOUSE (WHITE HOUSE WITH GREEN ROOF), TURN LEFT TOWARDS BARN. SITE I5 BEHIND BARN NEAR TRAILER AND WHERE SPARE EQUIPMENT IS STORED. APPROV SUBJECT TO NO''ED “CErPTIONS & INSPE GARFIELD CO BUILDING I)EPAR IME 'ateb-5-€6 BY FIELD COPT_ NO INSPECTION wrrtowf item PLANS ON so— Al Age no 15 SITE NAME: GREENFIELD SITE I.D. NUMBER: R6 260 LAZY S REVERSE S DRIVE NEW CASTLE, CO 81652 Sensis A 0 ``►\l, C+ORPORATIONNO. DATE GENERAL REVISIONS GENERAL REVISIONS SQL MOS JAD AD RND RND GENERAL REVISIONS SCALE: AS SIt0YRV REVISIONS DESIGNED BY: SOL BY JAL RND DRAWN BY: CHK APP'. SENSIS TITLE SHEET DRAWING NUMOEfl'. CO-ATCBI-R6-01 3 11 r l SI,F W x z a 0 0 0 4 0 EXISTING GARAGE 60' EXISTING TELCO TELCO DEM RC, PROPOSED SOURCE OF TELCO SERVICE (TD DE CONFIRMED Bf UT OY) 30' 0 60' ENGINEERS, INC. 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone 315-455-2000 Fax 315-455-9667 Www.cscoa.com / EXISTING MODULAR HOME Pyramid Network Sen -k , LLC 6519 TOWPA"IN ROAR EAST SYRACUSE, NEW YORK 13057 EXISTING DIRT RCAO PROPOSED UNDERGROUND TELCO SERVICE SITE NAME: GREENFIELD SITE I.D. NUMBER: R6 260 LAZY S REVERSE S DRIVE NEW CASTLE, CO 81552 EXIsTSNC CISTERN SHED EXISTING UTILITY POLE OVERALL SITE PLAN SCALL: r Cf] p-27-07 GEGENERAL REVISIONS NER L RtVSIURS 1\1\ OORPORATTONN� OATC REVISIONS SCALE: AS SHOWN DESIGNED BY: EXISTING POLE BARN EXISTING (HYDRANT EXISTING TRAILER PROPOSED FENCED COMPOUND SOL 2 —+ ra SENSIS OVERALL SITE PLAN DRAWING NUMB CO-ATCB I -R6-01 A REV (mr' m hi W 17/ 0 U 2 W N W U O O r 0 0 i E E M n a o j ry 0 2 ENGINEERS, INC. 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone 315.955.2000 Fax 315-455-9667 WWW.C8COS.COm Pyramid Network Services, LLC 5510 TOWPATH ROAD EAST SYRACUSE, NEWYORH 13057 JOAN P. EPPERLY 2179 23400 201 2179 23300 203 SITE NAME: GREENFIELD SITE I.D. NUMBER: R6 260 LAZY S REVERSE S DRIVE NEW CASTLE, CO 81652 JAN E. CLAYTON 2179 23200 260 JOAN P. EPPERLY 2179 23400 201 2179 23300 203 PROPERTY PLAN NTS ista19 27-07 1\1\ CORPORATIONNa Sens PROPOSED SITE LOCATION JOSHUA D. WILSON & I LYNN M. JESUTIS 2179 23400 647 j STEVEN SCOTT WERNER 2179 23400 646 I • DATE i SCALE: AS SHOWN GENERAL REVISI DNS GENERAL REVISIONS GENERN„ REVISIONS REVISIONS DESIGNED BY; SOL JAD RND MOB JAO RND SOL JAD RND BY CHK 5'P'C DRAWN BY: SENSIS PROPERTY PLAN DRAWING HUMBER CO-ATCBI-R6-01 B 3 11x11 'Fr 5I 0` 0 C 0 0 zz re 0 :n 0 0 0 Q en <n U 0 0 ry0 5- 9- 0 0 0 0 0 0 v E b ti -4-a L 0 o 200' 100' 200' ENGINEERS, INC. 489 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone 315-455.2000 Fax 315-455-9667 www.cacos.cnm Pyramid Network Services, LLC 4519 TOWPATH ROAD EAST SYRACUSE, NEW TWIN 13057 EXISTING GARAGE 1317'-O'± 1D54'-0"± EXISTING DIRT ROAD EXISTING MODULAR HOME 0 263'-0"t SITE NAME: GREENFIELD SITE I.D. NUMBER: R6 260 LAZY S REVERSE S DRIVE NEW CASTLE, CO 81652 1350'-0"t OVERALL SITE PLAN SCALE: I` = 200'-0" r \\\\1CORPORATION' DATE Sense Sense S"27I1-28-07 . 501377 -2707 GENERAL REVISIONS EXISTING CISTERN SHED PROPOSED FENCED COMPOUND EXISTING POLE BARN EXISTING TRAILER SC&5: AS SHOWN GENERAL REVISIONS GENERAL REVISIONS REVISIONS DESIGNED BY: SOL MOB JAD JAD RND RND SOL JAD RND SY DRAWN BY: CHK APP' SENSIS OVERALL SITE PLAN DRAWING NUMBER! REY CO-ATCBI-R6-OIC 3 liX17'9?Sl ERVICES\SEMS€S\CADD a >- r.4 N O 0 0 E E N V a oo to `• I O 0 4▪ 2 N 2 ▪ a. 1 346" 7 EXISTING UTILOY POLE, PROPOSED SOURCE OF ELEGEM SERVICE, SEE DETAIL / cis ENGINEERS, INC. 499 Col, Eileen Collins Blvd. Syracuse, New York 13212 Phone 315.455.2000 Fax 315455-9667 www.CSCOS.COm I 1 r ,5938 1 PROPOSED UNDERGROUND - TELCO SERVICE, 5EE DETAIAMA PROPOSED UNDERGROUND ELECTRIC SERVICE, 5EE DETAIL ACM x—x—x-- —xx / 7 1 Pyramid Network Services, LLC 519 TOWPATH ROAD EAST SYRACUSE. NEW YORK-179SY PROPOSED IC£BRIDCE, SEE DETAIL 06 04A / 1 PROPOSED 8'-0"X6'-0" CONCRETE SLAB, SEE DETAILS ON SHEET 04A PROPOSED STSEE ONE YARD, DETAIL PROPOSED GATE STOP (t1YP_ 2), SEE UEFA) PROPOSED 12'-O" WIDE SWING GATE, SEE DETAIL PROPOSED 30'-0" LOW IMPACT -RESISTANT STRUCTURE, SEE DETAILS fiYr�� PROPOSED SENSIS EQUIPMENT CABINET (TYP. z). SEE DETAILS i PROPOSED SAFETY SWITCH MOUNTED ON H -FRAME \„P• 2) x ` x—x--x—x PROPOSED VSAT tJSH MOUNTED ON PIPE MAST (TO BE INSTALLED BY OTHERS) PROPOSED LOW IMPACT -RESISTANT MAINTENANCE STAND, SEE DETAILS 30'-0" NIP X -- x—x----x——x----x X xI X SITE PLAN SCALE: 3/16" = 1-Q" SITE NAME: GREENFIELD SITE I.D. NUMBER: R6 260 LAZY S REVERSE 5 DRIVE NEW CASTLE, Co 81652 0 A.04-24-08 o e 04 -DS -08 e n s � � ® D -2s -n7 \\1\ CORPORATION"I 28 07 °"'� PROPOSED 30'-0"X30'-0" FENCED COMPOUND, SEE DETAILS vrtyworger SENSIS REVISfONS SDL GENERAL REVISIONS ADDED SHELTER SDL 5W8 JAD JAD JAD RHO R140 RAID GENERAL REVISIONS GENERAL REVISIONS REVISIONS SDL MOB JAD JAO RND RND BY SCALE: A5 SHOWN DESIGNED BY: DRAWN BY: CHIC FPP'c CI) PROPOSED AS -177B ANTENNA, SEE DETAILS + PROPOSED IW DIA.-! PIPE MAST LONG HE1GI{f OF SENSCS AL1W RO ANTENNA 3Q'-4" TOWER ELEVATION NTS SENSIS SITE PLAN AND TOWER ELEVATION cptAwsto mimosa CO-ATCBI-R6-02 6 SI E c b i G z w 0 z w i in ti U w 0 0 O. 0 0 0 0 ra o2 O � 0 O TOP TENSION WIRE CATE POST 12'-0" STRETCHER BAR DIAGONAL ROD W/STEEL TURNBUCKLE GATE FRAME FINISH GRADE 3 STRANDS BARBED WIRE PLUNGER BAR GATE LATCH WITH LOCK STONE YARD, SEE OETAIL FOOTING, SEE DETAIL PROJECT I" ABOVE GROUND AND SLOPE ALL AROUND (TYP.) FINISH GRADE CENTER -GATE STOP EMBEDDED IN CONCRETE, SEE MUSHROOM DETAIL THIS SHEET WOVEN WIRE DOUBLE SWING GATE DETAIL /346 ) \,13 DETAIL NTS kCORNER, GATE, END OR PULL POST NOTE- SEE NOTES, DETAIL ENGINEERS, INC. 3 STRANDS BARBED WIRE NOTE; SEE NOTES, DETAIL TOP BRACE RML STRETCHER BAR DIAGONAL ROD W/ STEEL TURNBUCKLE BOTTOM TENSION WIRE FINISH GRADE 1 1/2 " MAX STONE YARD, SEE DETAIL WOVEN WIRE CORNER, GATE, END OR PULL POST DETAIL DETAIL NTS 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone 315.455.2000 Fax 315-455-9667 WWW.CSCos,com 299 04A Pyramid Network Services, LLC ISM TOWPATH ROAD EAST SYRACUSE, NEW YORK 13057 3 STRANDS BARBED WIRE BOTTOM TENSION WIRE TOP RAIL UNE POST Il•rE= L.�i•• . alM� EXTENSION ARMS 1'-0 0 TOP RAIL EXTERIOR KE I ¢m BOTTOM `n c� TENSION WIRE 1 1/2 " MAX TYPICAL ELEVATION TOP SIRAND OF BARBED WIRE TOP OF FABRIC FACILNY SIDE STONE SEE DETAIL PROJECT r ABOVE GROUND AND SLOPE ALL AROUND (TYP) FINISH GRADE UNE POST FOOTING NOTE: SEE NOTES, DETAIL TYPICAL SECTION WOVEN WIRE FENCE DETAIL GAL. CAST IRON OR ALUMINUM GATE DETENT FOUNDATION SITE NAME: GREENFIELD SITE ID. NUMBER: R6 260 LAZY S REVERSE 5 DRIVE NEW CASTLE, CO 81652 DETAIL NTS 341 13 MUSHROOM DETAIL STONE YARD, SEE DETAIL iSensis 1-28-07 0 2s»02 6 5-27-07 NO. DATE SCALE: AS SHOWN DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. DUCK BILL OPEN GATE HOLDER DETAIL 344 NTS 13 TYPICAL WOVEN WIRE FENCING NOTES 7345 �13J (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F— 000) 1. GATE POST: 3KZ" DIA. SCHEDULE 40 PER ASTM—F 1083. 2. CORNER AND TERMINAL OR PULL POST: 3" DIA. SCHEDULE 40 PER ASTM --F 1083. 3. UNE POST: 2" DIA. SCHEDULE 40 PIPE PER ASTM—F 1083. 4. GATE FRAME: 1i1" DIA_ SCHEDULE 40 PIPE PER ASTM—F 1083. 5. TOP RAIL AND BRACE RAIL: 1X" 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. GATE LATCH: 1—%" O.D. PLUNGER ROD WITH MUSHROOM TYPE CATCH AND LOCK. 10. HEIGHT = 8' VERTICAL. GENERAL REVISIONS GENERAL REVISIONS GENERAL REVISIONS REVISIONS SOL 1158 SO BY DRAWN BY: JAD AND JAD rRND JAD RRO CHK APP' SENSIS FENCE DETAILS DRAWING NUTABER CO-ATCBI-R6-13 REV 3 11x1 1 N 0 0 ENS1S\R5-GRE 002-PYRAF.VD N 3/16° ENGINEERS, INC. 499 Cot. Eileen Collins Blvd. Syracuse, New York 13212 Phone 315-455.2000 Fax 315.455.9667 www.cscns.com i EXOTHERMIC WELD #6 TO MG -30 BASE FRAME #2 FROM COAX BULKHEAD PLATE AT .�~. .„..• ..—BULKHEAD I ▪ ! MG -30 SONOTUBE FOUNDATIONS PROPOSED CONCRETE SLAB #2 AWG GROUND FROM PROPOSED FUTURE GENERATOR PROPOSED GATE, SEE DETAIL 0 O 0 0 GROUND ROD, SEE DETAIL ititt 9 K Y K X % % Y X % % X X % Y % % X X X X K X X x X X X % x -----Y Pynikid Network Scn iess, LLC 6519 YOWPAYN ROAD EAST SYRACUSE, 3FEW YORK 13657 PROPOSED GROUNDING PLAN SCALE: 3/16" = SITE NAME: GREENFIELD SITE I.D. NUMBER: R6 260 LAZY 5 REVERSE S DRIVE NEW CASTLE, CO 81652 • #2 AWG GROUND FROM PROPOSED FUTURE PROPANE TANK GROUND ROD INSPECTION WELL, SEE DETAIL #2 AWG (TYP.) 644 09 FENCE GROUND (TYP.), SEE DETAIL eth 9 iSensis Ik-28-07 10-26-07 Q 9--27-07 NO. DATE SCALE: AS SHOWN INSPECTION HAND HOLE COVER INSPECTION HAND HOLE EXISTING GRADE CONCRETE OR PVC #2 AWG SOLID GROUND WIRE CABLE TO ROD CADWELD CLEAN SAND FILL GENERAL REVISIONS GENERAL REVISIONS GENERAL REVISIONS REVISIONS DESIGNED NY: 0 n w m w 3 -- cf.) rn RING GROUN- GROUND ROD NOTE: INSPECTION HAND HOLE MAY 8E CONCRETE OR PVC AND SHALL 9E A MINIMUM OF 8" IN WIDTH/DIAMETER, GROUND ROD WITH ACCESS AREA DETAIL X644 NTS , 09 GRADE "WA•zz�'/qr! EXOTHERMIC WELD RING GROUND #2 AWG BCW SOLID, TINNED GROUND ROD COPPER CLAD STEEL ROD W/M1N. 5/8"0X10.-0" LONG 1. ALL BELOW GRADE GROUND SYSTEM CONDUCTORS SHALL 8E A MINIMUM DEPTH OF 30" (OR 6" BELOW FROST LINE. WHICHEVER IS GREATER) 2. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL. GROUND ROD DETAIL NTS 114 09 SENSIS GROUNDING DETAILS DRAWING NUMBER REV CO-ATCBI-R6-09 3 11117'A S17F #2 AWG SOLJD BCW SHALL BE INTERWOVEN IN MESH (rrp.) EACH STRAND OF BARBED WIRE SHALL BE GROUNDED USING BURNDY K5U22 SPLIT BOLT CONNECTORS (TYP.) T B2 AWG BCW . CABLE TO CABLE CADWELD (TYP.) `•••CADWELD (TYP.) #2 AWG BCW N-CR0UND RING fl2 AWG BCW (SEE NOTE 1, SHEET 09) NOTE 1. THE R2 AWG SOLID BCW, FROM THE GROUND RING SHALL BE CADWELOED TO THE POST ABOVE GRADE. 2. 8OND EACH HORIZONTAL POLE/BRACE TO EACH OTHER ANO TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3. GATE JUMPER SHALL BE #2/o AWG WELDING CABLE OR FLEXIBLE COPPER BRAID BURNDY TYPE a WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING. 4. GATE JUMPER 514ALL 25 INSTALLED SO THAT 1T WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE 15 FULLY OPEN IN EITHER DIRECTION. ENGINEERS, INC. FENCE GATE GROUNDING DETAIL DETAIL 499 Col. Eileen Collins Blvd. Syracuse, New(York 13212 Phone 315-455-2000 Fax 315.455-9667 www.cscos.com Pyramid Ner ork Services. LLC 6019 TOWPATH ROAD EAST SYRACUSE, NEW YORK 13017 CADWELD (TYP #2 AWG SOLID BCW SHALL 65 INTERWOVEN IN MESH (TYP.) EACH STRAND OF BARBED WIRE SHALL BE GROUNDED USING BURNDY KSU22 SPLIT BOLT CONNECTORS (TYP.) 2 AWG SCUD BCW (TYP.) GROUND RING #2 AWC BCW CABLE TO CABLE CADWE SITE NAME: GREENFIELD SITE I.D. NUMBER: R6 260 LAZY 5 REVERSE 5 DRIVE NEW CASTLE, CO 81652 VERTICAL POST To RING CONNECTED 0 u ■ I il/ 2 A(GYP) GROUND RING I2 AWG BCW VERTICAL POST NOT CONNECTED TO RING NOTES: 1. VERTICAL POSTS SHALL 6E BONDED TO THE RING AT EACH CORNER ANO AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 3, BOND EACH HORIZONTAL POLE / BRACE TO EACH OTHER AND TO EACH VERTICAL POST THAT 15 BONDED TO THE EXTERIOR GROUND RING. 4. BOTH THE FENCE FABRIC AND BARBED WIRE SHALL 6E GROUNDED AT ANY AND ALL BREAK POINTS FENCE GROUNDING DETAIL DETAIL 631 08A Sensis CORPORATION 11.28-07 ©10-25-07 9-27-07 NO, DATE GENERAL REVISIONS GENERAL REVISIONS GENERAL REVISIONS REVISIONS SCALE AS SHOWN !DESIGNED Sr: SDL MOB SOL DRAWN 6Y: JAD JAD QI JAI) CHK SENSIS GROUNDING DETAILS DRAWING NOMUER CO-ATCBI-R6-08A REV 3 1x17''s