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Home My WebLink About20221695.tiffIndustrial Tower West SITE NAME: STONE HAM NORTH, CO SITE ADDRESS: TBD CITY, STATE, ZIP: STONEHAM, CO COUNTY: WELD APPROVALS DEPARTMENT NAME 1 SIGNATURE DATE SITE ACQUISITION SPECIALIST SITE ACQUISITION DIRECTOR TOWER CM VIAERO RF PROPERTY OWNER LEGAL ADDRESS (Egli ): LATITUDE (NAD83): LONGITUDE (NAD83): GROUND ELEVATION (NAVD88): ZONING JURISDICTION: ZONING DISTRICT: PARCEL / MAP NUMBER: PROPERTY OWNER: LAND EASEMENT OWNER STRUCTURE TYPE: STRUCTURE HEIGHT: POWER PROVIDER: TB D STONEHAM,CO N 40° 43' 45.97" W 103° 41' 22.56" 4553' (AMSL) WELT) COUNTY, CO AGRICULUTRAL 047325000009 THE GEORGE J. LEIS FAMILY TRUST AND THE SHARON R. WOLEVER TRUST 32093 CR 31 MERINO, CO 80741 MOUNTAIN TOWER AND (LAND, LLC GUYED TOWER 330'-0" MORGAN COUNTY REA P.O. BOX 738 FORT MORGAN, CO 80701 970-867-5688 S ITE INFORMATION APPLICANT: SITE MANAGER: INDUSTRIAL TOWER WEST 2825 E. BEAVER AVENUE FORT MORGAN, CO 80701 INDUSTRIAL COMMUNICATIONS 40 LONE STREET MARS HFIELD, MA 02050 (800)822-9999 S ITE INFORMATION SITE LOCATION LOCATION MAP FROM State HWY 71, MP 214 go north 1/10 mile, turn west onto WCR 102, go 383' to proposed driveway and south to tower site. A permanent easement of 7 acres within NE "A Section 25, Township 9 North, Range 57 West of the 6th P.M., Weld County, Colorado together with a 30' access and utility easement over same STR to connect the site to WCR 102. DIRECTIONS LEGAL DESORPTION GALL FOR UNDERGROUND UTILITIES PRIOR TO DIGGING NEBRASKA (800) 331-5688 OR 811 COLORADO (800) 922-1987 OR 811 KANSAS (888) 344-7233 OR 811 WYOMING (800) 849-2476 OR 811 EMERGENCY: GALL 911 111 8411r" Cali before you dig. ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: 1. INTERNATIONAL BUILDING CODE 4. (2018 EDITION) 2. INTERNATIONAL CODE COUNCIL 5. 3. ANSIJTIA/EIA-222-G 6. NATIONAL ELECTRIC CODE (2020 EDITION) CITY/COUNTY ORDI. COUNTY REGIONAL CODE COMPLIANCE SHEET DESCRIPTION T-1 TITLE SHEET A-1 SITE PLAN A-2 COMPOUND LAYOUT A-8 TOWER ELE'V'ATION SOUTHEAST A-4 TOWER ELEVATION NORTHWEST A=5 ANTENNA PLAN E-1 GROUND RING €-2 GUY GROUND E-3 GROUNDING TABLE E-4 ELECTRICAL WIRING DIAGRAM S-1 BUILDING AND GENERATOR FOUNDATIONS INDEX OF SHEETS THIS PROJECT CONSISTS OF: • PROPERTY IS NEW SUBCARRIER SITE IN THE STATE OF CO. • INSTALL NEW 330' ± GUYED TOWER • STRUCTURE WITH CO -LOCATABLE SPACE. • INSTALLATION OF - (2) DISH • INSTALLATION OF - (12) ANTENNA • INSTALLATION OF - (24) STAKED MOUNTED RADIOS • INSTALLATION OF - (1) 10'WX20'L BUILDING • INSTALLATION OF - (1) 60KW STANDBY GENERATOR • INSTALLATION OF - (1) 1000 GALLON PROPANE TANK • CONNECTION TO NEAR BY POWER AND TELEPHONE UTILITIES. • VARIOUS CONDUIT RUNS TO CONNECT UTILITIES TO EQUIPMENT. SCOPE OF WORK Industrial Towner West 2825 E. BEAVER AVENUE FORT MORGAN, CO 80701 SITE ACQUISITION AND ZONING RICK BAILEY 2825 E. BEAVER AVE. FORT MORGAN, CO 80701' (970) 768-6464 RICK.BAILEY@"?a VIAERO.COM PRESIDENT OF INDUSTRIAL TOWER WEST JON J. BECKER 2825 E. BEAVER AVE. FORT MORGAN, CO 80701 (970) 467-3199 JON. B EC KER a@VIAERO.COM SITE/FACILITIES MAINTENANCE PROGRAM MANAGER JOE DILKS 2825 E. BEAVER AVE. FORT MORGAN, CO 80701 (970) 467-37443JOE.DILM@VIAERO.COM CONSTRUCTION MANAGER FOUNDATIONS MIKE GARCIA 2825 E. BEAVER AVE. FORT MORGAN, CO 80701 (308) 220-8539 MIKE .GARCIA@VIAERO.COM CONTACTS D 2/9/2022 REVISED SHEET A-1. C 2/7/2022 REVISED SHEET A-1. B 1/17/2022 REVISED REDLINES. REV DATE ISSUED FOR: DRAWN BY: CHECKED BY: SEAL: SHEET NUMBER: T-1 REVISION: - • A3IndustrialTower 2825 FORT E. West MORGAN, BEAKER AVENUE CO 80701 PROJECT INFORMATION: SITE STONEHAM STON EHAM NAME: TSa , COUNTY) CO NORTH 80754 � . eou�+�r , 02 � >o' lACdES5 �� P91Nf 9F @EGIINNG M9M 7'26'N —MOM — � NORTHEAST NORMEA5T CLRNQA W W1& CORNER ^ •• .. .. ][ .. a .. .. �, 21 1@N, R57W FPIJIG N7. R MAR WM tl•F IFI ZBMW LOD1 P I't wnw 6 CrCAP3TANPEANPE D l` `15 aC qVr� �P5�RSGW; S2L S14 g MEM _ S8 Wi \ _ �� 93`pl A, 7 i� dzsrys�o- Yu--�- AIs_Ie4AA 3p' A�55 FASE]IEM f IJ 01 -OF nmei A Pmaq AM NRit Ai 52']eE PA"X RVLEGEND 1 51.5' 3 hy� S =FOUND SURVEY MONUMENT • =SET SURVEY MONUMENT (CAPPED 5/8"x24" REBAR) O =TEMPORARY SURVEY POINT u ' - (P) =PLATTED DISTANCE mq 304 ` TOWER =MEASURED DISTANCE INDEX CONTOUR TAO ACRES SRIBAR—NdGA WALG�Lf�O NRLRAl1fN=K53.P (NiYPB@7 _ =EXISTING R =EXISTING INTERMEDIATE CONTOUR 4 W =EXISTING WATER METER "Y rte` G =EXISTING GAS LINE MARKER neN 0,n T =EXISTING TELEPHONE PEDESTAL =EXISTING POWER POLE SEAL: —EXISTING GUY ANCHOR —EXISTING OVERHEAD ELECTRIC —EXISTING FENCE -PROPOSED BURIED ELECTRIC UGE -PROPOSED CHAINLINK FENCE °° 0 =PROPOSED CELL TOWER NRs�,•zdw 4.96 a - REV DATE ISSUED FOR: DRAWN BY: CHECKED BY: SHEET TITLE: SITE PLAN SHEET NUMBER: - I REVISION: ° 150' 30°9 SITE PLAN DETAI L: SCALE: 1 „_ -150 SCALE IN FEET 6' CHAIN LINK lj 2825 Industrial West E. BEAKER Tower AVENUE FORT MORGAN, CO 80701 FENCE W/ BARB WIRE 271- � °' J c 9 12' GATE o b 4 O CS , \ ( 4'-e" PROJECT INFORMATION: STONEHAM STONEHAM, (WELD SITE NAME. TBD COUNTY) CO NORTH 80754 7 1\\\ o I / 4R0IPS' �'p Le 0' 11 � L�j 9 BUILD UP BUILDING AND GENERATOR PADS a 3}-611 10' z/J 9 C 4. - i ��f �-e7 - ie J.{�yy le f- P \b \ g P � 1 o} 0 �� 74<` WITH BACK FILL FROM 7O�Y a \ TOWER EXCAVATION. o Q i' a 4. )\ \ �. a 4. • 61 a a a \ .. - . a 16).*, �az., Co r 0 4 70 CI\a\\\\ +�L' 11 0 �Q a o � �, ��, \ a ens n o .] d \ e-'-' \ Qo o \ VE7 b R ° hk ICE BRIDGE-- SEAL: f Y \' 4 11 ✓ /f// f0 JI Sw� 131-6" f/ J 1 F 11 0 ffO ! 501 .-._� Al QII �J ENTRY PORT o LOCATION k \\\ \ \ °\ \ 137-6",„, Q 4 \\ o O o // / f/0�01 ,---• O ° / O /J REV DATE ISSUE[ FOR: DRAWN BY: CHECKED BY: SHEET TITLE: COMPOUND LAYOUT SHEET NUMBER: REVISION: o 1D' 20' COMPOUND LAYOUT DETAIL: CALE: 1 11_ -10 }A-2S SALE IN FEET 1 OP OF I INNER/ !OP OF ANTENNA 3.30' • FOOI UGI II ING HOU 2825 Industrial West E. BEAKER Tower AVENUE .. ■r • 1■ 326' Iirklk I OP OF AN I ENNA- 199' H1 A. ALI IF H IF ALI IF H H al 1r 1/ al 1r 1/ al H � A A JJ 1 -P �� RYAN[ENN CEN EHLINE FORT MORGAN, CO 80701 PROJECT INFORMATION: STONEHAM STONEHAM, (WELD SITE NAME: TBD COUNTY) CO NORTH 80754 •,k 1 TO BE DETERMINE, 1,I pi l` 1F11 IJ 4F1r IJ lF11 IJ ir r.. 1 l l l 1. PROPOSED VIAEHO -YWMARY AN I ENNA CEN IERLINE TO BE DETERMINE rA 1 lr1I fJ 1r IJ i r Al l I PROPOSED VIAER0' -----PHI MARY PAIC'ROWAVE HAL) CEN I ER S L: VIAERO SHARED SHELTER SUPPORT BUILDING VIAERO SHARED GENII-, VIAER4 lliA rAi 1 lr1I IJ 1r A lr1I ALI IF ALI IF AL IF i 1L ,r ft r Al l l ii ' RIED PHOPOSEU RIFLIARY RAU `•• `=.• F°` MAERO MICROWAVE CEN IER TANK` 6 FOOT FENCE VV/ REV DATE ISSUE[ FOR: DRAVVN BY: CHECKED BY: SHEET TITLE: TOWER O BARBED WIRE 1F ELEVATION I EXISTING GROUND ELEVATION 4553' .. SOUTHEAST I I SOUTHEAST ELEVATION SHEET NUMBED: REVISION: TO'!!'ER ELE''AT ION SOUTHEAST CETAIL.A_3 SCAL€: N.T.S. IOF OF I OWER; I OP OF AN I ENNA 330' +FOOI LIliIIIINLiROD IM SWest 2825 Industrial E. BEAKER Tourer AVENUE � r . 326' i,P■ ION OF ANIENNA 199' If Al If Al IIf If Al 1► Al If Al 1► Al If AIf l Al H Alr 0 ` P'ROP'OSED VIAERO RIMARY AN ENNA CENTERLINE FORT MORGAN, CO 80701 PROJECT INFORMATION: STONEHAM STONEHAM, (WELD SITE NAME: TBD COUNTY) CO NORTH 80754 P 195' i 1 Ai lFI IJILI lFli► IJ If 11, r. ► kI I PROPOSED VIAERO RIMARY AN ENNA CEN I ERLINE D � PROPOSEVIAERO ' PP-0MARY MICROWAVE-f HAD CEN I ER � 1 Fir `j1► If � Li r Al ,l TO BE DETERMINED SC /Ii I'tiL . C/ PROPOSED VIAERO PRIPAARY MICROWAVE RAD CEN IER VIAERO SHARED SHELTER SUPPORT BUILDING \ t VIAERO SHARED GENERATOR` ti►' N. VIAERO BURIED PROPANE TANK ilk ill ll lF► `j1► If Ail lf �i if lf hil if 1L lf h' �� •� Or Al Al 1 .li TO BE DETERMINED REV DATE ISSUED FOR: DRAWN BY: CHECKED BY: SHEET TITLE: TOWER 6 FOOT FENCE WI ►if + BARBED WIRE ELEVATION EXISTING GROUND ELEVATION 4553' NORTHWEST I I NORTHWEST ELEVATION SHEET NUMBER: _ REVISION: TO'!!'ER ELE'U'AT ION NOR TH'i'ET DETAIL:A4 SCAL€: N.T.S. TDD. AIR6488 FDDt a 2825 ��i�f�� E. BEAVER �� AVENUE FDD; FFV4-65C—R6 DOWN TILT 2 � FFV4-65C—R6 a DOWN TILT 2 `�'PrSi � RRU: 4460, 4480 FDD; �} FFV4-650—R6 t} t} DOWN TILT 3 4460, FORT MORGAN, CO 80701 4480 0 O Cc " RRU: 4464, PROJECT STONEHAM, INFORMATION: STONEHAM (WELD SITE NAME: .�.D COUNTY) CO NORTH 80754 FDD: 4484 FFV4-65C—R6 DOWN TILT 2 TDD: AIR6488 RRU: 4460, 1 4484 C — ._--) 90* 274° @ 195' 0 330 RRU: 4460, 4480 0 O D RRU: 4460, 4480 O TDD: AIR6488 litipm FDD: co co - FDD: �FFV4-65C—R6 -- f DOWN TILT 3 . - ` V FFV4-65C-R6 O DOWN TILT 1 TDD: AIR6488 0 " - T �, FDD; FDD: RRU: 4460, FFV4-65C-R5 FFV4-55C-R6 -4480 DOWN TILT 2 RRU: 4450, DOWN TILT 1 4480 ANTENNA PLAN AI ITENNA PLAN SEAL: FACE MOUNT FACE MOUNT I I I I + .,, .,�� - MICROWAVE. TO =- TIE BACK TIE BACK MICROWAVE: TO r BE DETERMINED BE DETERMINED ' ... ' ' i.. . , . I„ . I . , . .., .. " I... I I.. . .. . I,• �- - '. REV DATE ISSUED FOR: DRAWN 6Y: CHECKED 6Y: SHEET TITLE: ANTENNA PLAN MICROWAV MICROWAV PLAN PLAN SHEET NUMBER: A.5 REVISION: ANTENNA PLAN DETAIL: SCALE: N.T.S. / o, ctcei a Industrial West 2825 'E. BEAVER Tower AVENUE \/ p I I GROUT �ID�I V NO T ES FORT MORGAN, CO 80701 _ANCHOR Mr x s• GROUND ROD (TYR) = HEAD PROJECT STONEHAM, INFORMATION: STONEHAM (WELD SITE TBD NAME: COUNTY) CO NORTH 80754 1. ALL ANCHORS ARE TO BE GROUNDED AND TIED L INTO DEPTH THE OF FOUNDATION 3''. EXCAVATION TRENCH AT A ANODE BAG. 2. BELOW GROUND FROST RODS - NEC ARE 250.53(F). TO BE DRIVEN 30" OR 6" BURIED WITH 3. ONE GROUND IN EACH CORNER OF CENTER PIN TANK. CADINELD TO TANK. �, EXCAVATION WITH THE 4 GROUNDING RODS (TYP) � C EXTENDING 6" ABOVE FOUNDATION BOTTOM. + 4. GROUND RING TO BE #2 TINNED COPPER PROPANE, -I - .,l',, TANK 0 BURIED 30" OR 6" BELOW FROST - NEC 250.53(F) AND MECHANICALLY FASTED TO TOWER BASE AT / , I TWO PLACES ON OPPOSITE TABS BASE PLATES) ) c -,USING 7A6"BOLTS AND NUTS WITH CRIMPERS. 0 SAME TRENCH. 5. ONE GROUND WIRE TO GO TO THE GENERATOR SEE NOTE #14. PAD 6. TWO AND ICE EXTEND -BRIDGE 2' PAST GROUND OPPOSITE WIRES SIDE SHALL OF PAD. RISE 4' GEN. tp ti' \\ APART ABOVE 7. TWO BESIDE GRADE. ICE -BRIDGE BUILDING GROUND PAD AND WIRES EXTEND SHALL 2' RISE m `3 � 1'-6" FROM CENTER PIN AND SHALL EXTEND 2' \\ S ABOVE GRADE AND BE LOCATED 4' APART. I I TWO BUILDING GROUND WIRES SHALL RISE 0 O8. i coco GROUND BAR ONE INSIDE OF BUILDING BETWEEN THE ICE -BRIDGE GROUND WIRES BESIDE BUILDING ONE OUTSIDE OF BUILDING BUILDING AND BE LOCATED AND SHALL SIDE EXTEND BY SIDE. $' ABOVE GRADE SEAL: LELE CD 0 // 9. THREE GROUND WIRES SHALL TIE THE TOWER TO THE TOWER (RING WITH TIE AT 2'-6" ABOVE EL �' IL �' 0 0 CENTER PIN. 88 _ 10. � ONE GROUND MIRE FROM THE TOWER r GR�4� GROUND RING WILL EXTEND TO EACH FENCE BRIDGE POST CORNER. FOUNDATION EXCAVATION 0 11. ONE GROUND WIRE WILL EXTEND FROM THE TOWER (METER TOWER POLE. GROUND RING TO THE NEW SERVICE ---r7 L A 12. GENERATOR GROUND IS #2 TINNED COPPER c, `' _ Le GR -4J WIRE FROM GENERATOR GROUND LUG TO THE �� 04, GROUND RING AND CAD WELDED USING #45 T TOVVER MOLDS AND #45 SHOTS. FOUNDATION c,9- ANCHOR 13. ofi? ANCHOR REFER GROUND CONNECTION TO RING GROUNDING CONFIGURATION DETAILS. TABLE ON DRAWING SHEET 2 OF FOR ALL REV DATE ISSUED FOR: DRAWN BY: CHECKED BY: HEAD ClI c� HEAD 14. GROUND FROM PROPANE TANK TO GROUND 6 G� C''?6' f=F: RING GROUND CAN BE PLACED WIRE. IN TRENCH WITH GUY SHEET TIME: GR (, co 5/8" x 8' GROUND ROD (PM) 5/8" x 8' GROUND ROD (TYP) 6) �' GROUND RING / SHEET NUMBER: E_ REVISION: GROUND FLING DETAIL: SCALE: N.T.S. #2 TINNED COPPER RUN APPROXIMATELY 5' AND MECHANICALLY FASTENED TO HEAD USING 746" BOLT AND NUT WITH CRIMPER. HEAD TO BE GROUND TO ELIMINATE GALVANIZING IN AREA IMMEDIATELY AROUND BOLT HOLE AND SPRAYED WITH COLD GALVANIZING PAINT AFTER CONNECTION. DIRECT RUN TO GROUND RING. #2 TINNED COPPER DIRECT RUN GROUND RING. NOTES: DUAL ANCHOR HEAD FRONT VIEW #2 TINNED COPPER DIRECT RUN GROUND ROD. \\'\'\\\/\\�i\V\\\/\\i\\V\\�i\\i\\\/\\�i\V\\\i\\i\\V\\�i\\i\\�i\\�i\i\\\/\ \\/ /�//, c<\\\"\\/\\*/ \\,/ \\,/ \ \ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ r\ 1. BOTH SIDES OF THE ANCHOR HEAD ARE TO BE GROUNDED WITH #2 TINNED COPPER WIRE. EACH WIRE IS MECHANICALLY FASTENED TO THE HEAD USING 716" BOLT AND NUT WITH CRIMPER. 2. NON -FIBROUS ASPHALT ROOF COATING SHALL BE APPLIED TO ALL ANCHOR ROD SURFACES EXPOSED TO SOIL. GUY GROUNDING DETAIL: SCALE: N.T.S. Industrial Tower West 2825 E. BEAVER AVENUE FORT MORGAN, CO 80701 PROJECT INFORMATION: SITE NAME: STONEHAM NORTH TED STONEHAM, CO 80754 (WELD COUNTY) SEAL: REV DATE ISSUED FOR: DRAWN BY: CHECKED BY: SHEET TITLE: GUY GROUNDING SHEET NUMBER: .2 REVISION: a 2825 Industrial West E. BEAVER Tower AVENUE TABI GUYE D OW I GROUND CONNE T IONS FORT MORGAN, CO 80701 PROJECT STONEHAM, INFORMATION: STONEHAM (WELD SITE TED NAME: COUNTY) CO NORTH 80754 FROM TO CONNECTION TYPE GROUND RING TOW R BASE 1 CADI E L D CADWELED AROUND RING TOWER BASE 2 CADWELD CADW LDED► GROUND RING GENERATOR GROUND LUG 2 HOLE LUG CADIlELDED GROUND RING AC BUILDING ENTRY CADWELD CADWELED GROUND RING OUTSIDE COAX GROUND BUS BAR CADELD CADWELED SEAL: GROUND RING INSIDE MASTER GROUND BAR 2 HOLE LUG CADWELED GROUND RING NW ANCHOR HEAD 2 HOLE LUG CADWELED GROUND RING S ANCHOR HEAD 2 HOLE LUG CADWELED GROUND RING NE ANCHOR HEAD 2 HOLE LUG CADW LDED GROUND RING FtE'Vr DATE ISSUED FOR: SW BUILDING SKID CADIl ELD CADWELED DRAWN BY: CHECKED BY: GROUND RING SHEET TIME: NE BUILDING SLID CADWELD CADWELED GROUNDING TABLE SHEET NUMBER: E_3 REVISION: GROUNDING TABLE DETAIL: SCALE: N.T.S. FAULT CURRENT DISCONNECT LOCKING JAW 2825 Industrial West E. BEAKER Toweri AVENUE FORT MORGAN, CO 80701 PROJECT INFORMATION: STONEHAM STONEHAM, (WELD SITE NAME: TBD COUNTY) CO NORTH 80754 LEVER BYPASS TYPE METER SOCKET 1000 PROPANE GALLON TANK LED MOTION MILBANK DISCONNECT 225 AMP FUSE ACTIVATED LIGHT COLD SEQUENCED, BUSSMAN FUSETRON 1/2" PVC ENERGY EFFICIENT DUAL -ELEMENT _ 225 AMP FUSED DISCONNECT / FOR LOW FUEL ALARM TIME DELAY, CLASS RK5 FUSE FRN-R-225 AMP, 250 VAC AC OR 225KA r ALL BONDING IN HERE LIGHTNING 3/4" PVC LIGHTNING ARRESTER r GEN SET HEADS UTILITY COMPANY INSTALL ARRESTER 20A TO METER ,, GFCI BUILDING 60KW STANDBY 225A OR RATEOD RUTDAINPROOF GENERATOR AUTOMATIC 225A MAIN TRANSFORMER • - - 225 AMP BREAKER TRANSFER 40 POSITION PANEL 120/240 410 COPPER ' 225A X120/240 1 P #6 GROUND SIN ITCH 225A MAIN SEAL: 3W METER SEPARATE CIRCUIT 3 WIRES BREAKERS FOR GENERATOR BLOCK HEATER AND 410 COPPER BATTERY CHARGER AFCI APPROXIMATELY $20(3 #6 COPPER GROUND THHN 2 1/2" PVC �- 3 WIRES 225 AMP ' #6 COPPER 250 KCM ALUMINUM MAIN BREAKER #2 ALUMINUM GROUND THWN TO GROUND RODS % 20A ` 2 1/2" PVC GFCI IRREVERSIBLE SPLICE GROUND WIRE REV DATE ISSUED FOR: DRAWN BY: CHECKED BY: s s s SHEET TITLE: ELECTRICAL WIRING DIAGRAM SHEET NUMBER: -4 REVISION: ELETRICAL WIRING DETAIL: SCALE: SCALE: N.T.S 'x8"' J�B4LTS PLACE BELL ON TOP GROUND EXCAVATION • 15 Industrial Tower ill West 2825 E. BEAVER AVENUE SO CONDUIT CAN BE ANCHORS EXTENDED AS NEEDED. s,-0„ FOR PROPANE TANK � _1 11-0 �-�� 44h n 1 C ”' FORT MORGAN, CO 8001 `s L s'-0"" / 3'-0" -'t }',f PROJECT INFORMATION: SITE NAME: STONEHAM NORTH TBD STONEHAM, CO 80754 (WELD COUNTY) / -�,�6" COMPACTED .-'-:: 6" COMPACTED FILL UFER FILL `'` `'• ' �'-a„ - GROUND t, i s :'" 90° ELBOW - SECTION A -A SECTION B -B • SCALE: 114"=1'-0" SCALE: 114"=1'-0" ' ti`s .. ,.. UFER SECTION C -C 3" GROUND SCALE: 1/4"=11-0" -1 I I -H + I -r I I J I 4.4" r 5'-4" I 21-1 T 3'$" Lr C` r 1 �-6- � + A BUILDING TO GENERATOR 11-6" I I I 11-74" * I- 4-9-" — F - - t 4'.p- 2 --B' CONDUIT ENTRY I' �r AREA F" GAS LINE FROM 10ENERATaR + " `' GENERATCUR TOI 7 I L L I 1'�13m I II PROPANE TANK 96-0" 1 1" CONDUIT FROM H H T t x I L x BUILDING TO GENERATOR I Li FOR PROPANE AND —� — GENERATOR ALARM I„ �„ a `' #4 @x713" EACH WAY I r LOCATION EL TO MEET #4 @ le" EACH WAY I AND SHRINKAGE SEAL.- FLEXIBLE BLE TO MEET TEMPERATURE FUEL LINE I I REQUIREMENTS 23'-0" AND SHRINKAGE L I— 1 REQUIREMENTSIv —[ —[ - in I A- L� 1" CONDUIT FROM T GENERATOR TO MONITORING NO TORINGCABLE GENERATOR PAD PLAN ---r T T SCALE: 1/4"=1'-0" -r x r_[ fi t rt CONCRETE MIX TO BE 47 B}"14000 PSI UNLESS FOUNDATION NOTES STATE C tf — — — t — t — t — — — — CUTOUTS FOR FIBER 11 OTHERWISE. MAINTAIN POSITIVE SLOPE OF Via' PER FOOT (MIN.) DURING CONSTRUCTION TO MINIMIZE WATER INFILTRATION. t t t II SURFACE OF SLABS SHALL BE BROOM FINISHED AND ALL SIDES EDGED WITH 314" CHAMFER. REVS DATE ISSUED FOR: 8 EACH 8"x3/4" J -BOLT ANCHORS PLACED 1' FROM BACK OF SLAB AND MAINTAIN 5' PROPANE TANK EXCAVATION PLANit DRAWN 8Y: CHECKED 6Y: SPACING ON CENTERS 5z' ON CENTER OF BOLT TO EDGE OF SLAB. THESE ARE TO BE 1"-0^ 1'-�O" SCALE: PLACED DURING POUR. 1/4"=11-0" SHEET TITLE: BUILDING t 1 ".,r - 1'-0" . '1CO AND GENERATOR BUILDING FOUNDATION PLAN FOUNDATIONS SCALE: 1/4"=11-0" SHEET NUMBER: S_1 REVISION: BUILDING AND GENERATOR DEVIL: SCALE: 114"=1'-0" USE BY SPECIAL REVIEW, IN THE E1/2 OF SECTION 25, T9N, R57W _} COUNTY +_ROAD 702 TEE GEORGE J. LEER PAMIXT TRUST. DATED S'EP'TEMBER 20, woe THE BHAROV R. VOLUM TRIISP, DATED DECEMBER 18, 1985 f -T T 9 N k LEGENR nEGEt5 �ASEVExi PII(Jk OF THE 6TH P.M., WELD COUNTY, COLORADO eImtinxsSTA. TIEVENr DESCRIPTION PawERTvdv,'NFRACERTIFEA lory %p,ELFATIWICF, aonxo OF CC rcaNU15SKINERs LE.IFIGAnok f WIBEPT—W 31'h'E k ASSIVI:YTCS, CO RW,]F. friC—�s� 196] •� rc 1 USE BY SPECIAL REVIEW, IN THE E1/2 OF SECTION 25, T9N, R57W OF THE 6TH P.M., WELD COUNTY, COLORADO DETAIL = n+oa :�u�nu��ia•,iaio; Ll SOILS TAEILE VICINITY MAP �.EI°. Fees h arco LEW:ST-McAM& s ASSOCIATES. L\c. P.O. EC: f,: -. ..,JI IN II',UNE rur Hello