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Home My WebLink AboutPlans-Additional PagesSHEETINDEX n XCEL ENERGY RIFLE COMPRESSOR STATION 8'-0" x 81miiiim0l' x 16'-O" Building Model MSHWF615-103.5 x 199.5 RIFLE, CO PERMIT SET 09/13/2022 STRUCTURAL ENGINEERS: CLIENT: 1 STRUCTURAL ENGINEER TRI-STATE INDUSTRIES, INC. KATTHERINE JANE WILCZEK, PE TERGY JOSH KIRBY 810 S CINCINNATI 10 CORPORATE ADDRESS: SECOND FLOOR 8620 E. 46TH ST TULSA, OK 74119 TULSA, OK 74145 918-938-6004 SHEET TITLE GENERAL G-001 COVER SHEET STRUCTURAL S-001 GENERAL NOTES S-101 FLOOR PLAN AND FRAMING PLAN S-102 FRAMING PLANS AND SECTION S-103 FRAMING PLAN AND ELEVATION S-104 FRONT AND SIDE ELEVATION vvILDFIRr T ITIGATION COMPLY WITH WILDFIRE MITIGATION & L rFENSIBLE SPACE REQUIREMENTS AS 13MR 'FIRE -WISE CONSTRUCTION: SIT'.13 DESIGN & BUILDING MATERIALS' PWILISHED BY AND AVAILABLE FROM COLORADO STATE FOREST SERVICE. ELECTRICAL PERMITTING& INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT COIFINAL INSPECTION SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIEL.D COUNTY BUILDING DEPARTNI -NT DA i Elo 13 2,21Y R. . RELD CO, Y NO INSPECTION WITHOUT THESE PLANS ON SITE Page Of Refer to plan attachments for Garfield County Building Requirements and comprehensive list of Plan Review Notations. CYNTERGY 810 SOUTH CINCINNATI SECOND FLOOR TULSA, OK 74119 918,877.6000 www.cyntergy.com �PDo' L,c 0. 2s kN PE.0054830 *;,, ENS* 22. KATHERINE JANE WILCZEK ENGINEER OF RECORD U) W LV1 0) J I x m o I z r = x U) O LU 00 O O � I 00 9 STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT RIFLE,CO. CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 0911312022• AND IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME, USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. ISSUES / REVISIONS ISSUE DATE: 09/13/2022 CHECKED BY: KJW I DRAWN BY: REA SHEET NAME COVER SHEET SHEET NUMBER G-oo G7 d La1` L5 w N C c� can Dra , c 0 0 V � � m� ra m m E a o m ra V QI m o c_ IN + m E o C7 L � ca V OO VJ L7 7 M W d LO " a DESIGN CRITERIA 1. THE STRUCTURAL DESIGN IS BASED ON THE DESIGN REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION. 2. ROOF DESIGN LOADS LIVE LOAD 20 PSF DEAD LOADS ROOF 20 PSF TOTAL DEAD LOAD 20 PSF SNOW LOADS AND COEFFICIENTS SNOW EXPOSURE FACTOR 1.0 GROUND SNOW 58 PSF ROOF SNOW 40 PSF IMPORTANCE FACTOR 1.0 THERMAL FACTOR 1.2 3. LATERAL LOADS WIND LOADS AND COEFFICIENTS ULTIMATE DESIGN WIND VELOCITY 115 MPH EXPOSURE C BUILDING CATEGORY II INTERNAL PRESSURE COEFFICIENT + 0.18 DESIGN WIND PRESSURES MWFRS WALLS 18 PSF ROOF RE:1 /S-001 COMPONENTS & CLADDING WALLS TRIBUTARY AREA < 10 FT2 INTERIOR ZONE 24 PSF EXTERIOR ZONE 29.6 PSF TRIBUTARY AREA > 500 FT2 INTERIOR ZONE 18.4 PSF EXTERIOR ZONE 18.4 PSF ROOF UPLIFT RE:2/S-001 COMPONENTS AND CLADDING SEISMIC DESIGN IE 1 SS 0.234 SI 0.072 SITE CLASS D SIDS 0.25 SDI 0.115 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME EQUIVALENT LATERAL FORCE PROCEDURE DESIGN BASE SHEAR 1.06k CS 0.0714 R 3.5 GENERAL 1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 2. COORDINATE ALL DIMENSIONS WITH FLOOR PLAN; NOTIFY THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 3. COORDINATE THE EXACT SIZE AND LOCATION OF ALL SLEEVES AND OPENINGS THROUGH WALLS FLOORS WITH MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. 4. ALL PHASES OF CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS OF THE BUILDING CODE(S) NOTED IN "DESIGN CRITERIA". 5. DIMENSIONS SHOWN ON CONSTRUCTION DOCUMENTS TAKE PRIORITY OVER SCALED DIMENSIONS. IN SOME CASES PLANS AND DETAILS MAY NOT BE DRAWN TO SCALE FOR CLARITY. 6. DETAILS LABELED "TYPICAL" ON THESE DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY ENGINEER OF ANY CONDITIONS NOT APPLICABLE TO THESE "TYPICAL" DETAILS. 7. DO NOT STACK CONSTRUCTION MATERIALS ON FLOORS OR ROOFS DURING CONSTRUCTION IN EXCESS OF 80 PERCENT OF THE DESIGN LIVE LOAD NOTED ON THESE PLANS. 8. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, AS WELL AS SEQUENCE OF CONSTRUCTION THAT DOES NOT IMPACT THE FINAL DESIGN AS SHOWN ON CONSTRUCTION DOCUMENTS. 9. FOUNDATION BY OTHERS. STEEL PANELS 1. ROOF AND WALL PANELS SHALL BE STRONGSEAM (TM) FLAT-LOC PANELS BY METAL PANELS INC (TM) WITH A MINIMUM YIELD STRENGTH OF 60 KSI FOR 26 GA. 2. ROOF AND WALL PANELS SHALL BE PAINTED IN ACCORDANCE WITH ASTM A755, 3. FURNISH PANELS OF SIZE AND GAUGE AS NOTED ON THE CONSTRUCTION DOCUMENTS. 4. FURNISH PANELS IN LENGTHS ADEQUATE FOR A THREE SPAN CONDITION WHERE POSSIBLE FOR TYPE OF PROFILE AND GAUGE SHOWN. 5. ATTACH PANELS SECURELY TO SUPPORTS AND PROVIDE SIDE LAP CONNECTIONS AS SHOWN. 6. PROVIDE A CONTINUOUS CLOSURE SECTION TO FACILITATE PANEL SUPPORT AND ATTACHMENT AS REQUIRED OR WHERE CHANGES OF PANEL DIRECTION OCCUR. THE CLOSURE STRIP IS TO BE THE SAME GAUGE AS DECKING, MINIMUM. STRUCTURALSTEEL 1. STRUCTURAL STEEL SHALL BE DETAILED, DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE REQUIREMENTS OF AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS, AISC MANUAL OF STEEL CONSTRUCTION (ALLOWABLE STRESS DESIGN), AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AND THE AWS STRUCTURAL WELDING CODE. ALL CODES AND MANUALS SHALL BE THE LATEST ADOPTED EDITIONS. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: CHANNELS, ANGLES, PLATES, ETC. A36 (FY=36 KSI) STRUCTURAL TUBE A500 GRADE B (FY=46 KSI) BOLTS A325 OR A490 WELDING ELECTRODES E70XX HARDENED STEEL WASHERS ASTM F436 3. CONNECTION MATERIALS FOR STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS: BEAM OR COLUMN STIFFENER PLATES SHALL BE OF THE SAME GRADE OF STEEL AS THE STRUCTURALELEMENT. ALL BOLTED CONNECTIONS ARE TO BE ERECTED WITH HIGH STRENGTH BOLTS, ASTM A325 OR ASTM A490, WITH BEARING TYPE "N" ALLOWABLE LOADS EXCEPT FOR BRACE CONNECTIONS WHICH ARE SLIP CRITICAL CONNECTIONS. 4. ALL BEAM TO BEAM AND COLUMN TO BEAM CONNECTIONS SHALL BE BOLTED UNLESS NOTED OTHERWISE. 5. ALL WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) STANDARD D1.1. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE TYPE OF WELD REQUIRED USING E70XX ELECTRODES OR IN A CERTIFIED SHOP TO DO SUCH WORK. 6. MINIMUM SIZE AND STRENGTH OF WELDS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. PROVIDE MINIMUM SIZE OF FILLET WELDS AS SPECIFIED IN TABLE J2.4 OF THE AISC MANUAL. PROVIDE THE MINIMUM EFFECTIVE THROAT THICKNESS OF PARTIAL PENETRATION GROOVE WELDS AS SPECIFIED IN TABLE J2.3 OF THE AISC MANUAL. DEVELOP THE FULL TENSILE STRENGTH OF THE MEMBER ELEMENT JOINED, WITH SHOP AND FIELD WELDS, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS. WHERE CONNECTIONS ARE NOTED ON CONSTRUCTION DOCUMENTS AS FULL MOMENT CONNECTIONS, PROVIDE WELDS TO DEVELOP THE FULL FLEXURAL CAPACITY OF THE LEAST CAPACITY MEMBER OF THE CONNECTION, 7. ALL STRUCTURAL STEEL EXPOSED TO THE WEATHER IS TO BE HOT -DIP GALVANIZED. PROVIDE BOLTS, NUTS AND WASHERS THAT ARE HOT -DIP GALVANIZED ACCORDING TO ASTM A153, CLASS C. 8. SPLICING OF STRUCTURAL STEEL MEMBERS IS NOT ALLOWED UNLESS SPECIFICALLY DETAILED ON THESE PLANS. 9. DO NOT FIELD CUT ANY STRUCTURAL STEEL MEMBERS IN CONFLICT WITH THE WORK WITHOUT APPROVAL BY THE ENGINEER OR UNLESS SPECIFICALLY SHOWN ON THE CONSTRUCTION DOCUMENTS. 10. PROVIDE HARDENED STEEL WASHERS CONFORMING TO ASTM F436 FOR CONNECTIONS WITH STANDARD AND SHORT -SLOTTED HOLES. FOR LONG SLOTTED HOLES, PROVIDE STRUCTURAL -GRADE STEEL %6' PLATE WASHERS OR CONTINUOUS BARS. IN ALL CASES, WASHER OR PLATE MUST BE OF SUFFICIENT SIZE TO COVER THE HOLE OR SLOT. 11. ALL HOLES IN STEEL MEMBERS SHALL BE DRILLED OR PUNCHED. TORCH CUT HOLES ARE NOT ALLOWED. 12. ERECT AND MAINTAIN TEMPORARY BRACING TO ENSURE THE ALIGNMENT AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT CONDITIONS HAVE BEEN COMPLETED. COLD FORMED STEEL FRAMING 1. COLD FORMED STRUCTURAL STEEL FRAMING SHALL CONFORM TO THE AMERICAN IRON AND STEEL INSTITUTE (A.I.S.I.) "DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", MOST CURRENT ADOPTED EDITION. 2. ALL FRAMING MEMBERS SHALL BE FINISHED WITH A CORROSION RESISTANT COATING, CORRESPONDING TO THE REQUIREMENTS OF ASTM A653 AND THE FOLLOWING MATERIAL PROPERTIES. FRAMING MEMBER GAUGE MINIMUM YIELD STUDS, JOISTS 18,20 33 KSI STUDS, JOISTS 10,12,14,16 50 KSI TRACKS/CHANNELS 1820 33 KSI SOLID BLOCKING SAME AS STUDS 3. ALL COLD FORMED STEEL FRAMING SHALL BE FASTENED WITH EITHER SELF -DRILLING SCREWS OR WELDING AS SHOWN ON THE CONSTRUCTION DOCUMENTS. WIRE TYING OF THE COMPONENTS IS NOT PERMITTED. ALL WELDS ARE TO BE PAINTED WITH ZINC RICH PAINT. 4. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) STANDARD D1.3. 5. BRIDGING OF AXIAL AND TRANSVERSE LOADED STUD FRAMING SHALL BE ACCOMPLISHED BY EITHER COLD FORMED CHANNELS RUN HORIZONTALLY THROUGH THE STUD PUNCHOUTS AND ATTACHED AT EACH STUD OR BY 2" MINIMUM WIDE STEEL STRAPS RUN HORIZONTALLY, ON BOTH SIDES OF STUDS, AND ATTACHED TO EACH STUD. THE VERTICAL SPACING OF THE BRIDGING SHALL BE AT A MINIMUM OF 4'-0" O.C. I 1 16-0" O RIDGE 101 MWFRS UPLIFT PRESSURES UPLIFT PRESSURE ZONE GROSS A 18.0 PSF MWFRS NOT TO SCALE 16-0" COMP. & CLADDING UPLIFT PRESSURES UPLIFT PRESSURE ZONE A < 10 FT2 A > 100 FT2 GROSS GROSS 1 59.5 PSF 32.8 PSF 2 70.8 PSF 37.1 PSF COMPONENTS & CLADDING NOT TO SCALE C"LaY N T E i 810 SOUTH CINCINNATI SECOND FLOOR TULSA, OK 74119 918.877.6000 www.cyntergy.com Y S: PE.0054830 r cu KATHERINE JANE WILCZEK ENGINEER OF RECORD VJ ,AW_r' li !! nn V V J Q � Z _J UD Q m 0 Z ' o W _0 x � Lu J 2 � ILu U J a0 ��0 O r� V/ i 00 L.I. STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT RIFLE,CO. CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 09113/2022. AND IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE GRATA LATER TIME, USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. ISSUES / REVISIONS ISSUE DATE: 09/13/2022 CHECKED BY: KJW DRAWN BY: REA SHEET NAME GENERAL NOTES S-001 v REACTION FOR ANCHORAGE ULTIMATE TENSION = 1,784 LBS ULTIMATE SHEAR X = 1,440 LBS ULTIMATE SHEAR Z = 640 LBS DD D C6x8.2 C6x8.2 C6x8.2 LIFTING LUG, TYP. RE: 9/S-101 X C6x8.2 CV In 4 S-101 N C6 U TYP. a N aXo U RXNS TO SKID (service load) kips X Y Z DEAD 1, 3 LIVE 0.26 ROOF LIVE 0.2 SNOW 0.25 WIND X 0.7 1.7 0.5 WIND Z 0.1 0.22 0.35 SEISMIC X 0.3 1.0 0.1 SEISMIC Z 0.04 0.4 0.3 c ko 810 SOUTH CINCINNATI SECOND FLOOR TULSA, OK 74119 918.877.6000 www.eyntergy.com PE 0054830 KATHERINEJANE WILCZEK ENGINEER OF RECORD v u�i Z D =)X Q m o Z I n OV W C x li LLI LL OLU J 0 v / O _I 00 000-0 STIPULATION FOR REUSE HIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE .T RIFLE,CO. CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 9113r2022, AND IS NOT SUITABLE FOR USE ON A DIFFERENT ROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING OR REFERENCE OR EXAMPLE ON ANOTHER PROJECT '.EOUIRES THE SERVICES OF PROPERLY LICENSED ,RCHITECTS AND ENGINEERS. REPRODUCTION OF THIS �RAWNNG FOR REUSE ON ANOTHER PROJECT IS NOT ,UTHORIZED AND MAY BE CONTRARY TO THE LAW. 3SUES I REVISIONS SSUE DATE: 09/13/2022 ;NECKED BY: KJW BRAWN BY: REA iHEET NAME =LOOR PLAN AND FRAMING PLAN 3HEE-NUMBER 1% S-10 LOCATION INFORMATION GPS LOCATION: LAT: 39.529293° LONG:-107.827121° ELEV: 5320 FT ZONE DISTRICT: RESOURCE LANDS, GENTLE SLOPES AND LOWER VALLEY FLOOR (RLGS) DigSafely . CALL UNCC THREE WORKING DAYS BEFORE YOU DIG 1-800.922.1987 ..MT .mv UTILITY NOTIFICATION CENTER OF COLORADO CAD FILE NAME: nLr3a1_aJBstnr RFpe_lntercrnnertGYg RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT QUESTAR INTERCONNECT 13 PROJECT CONTACTS NAME ROLE PHONE# EMAIL TRENT JOHNSON XCEL PROJECT MANAGER (832) 326 - 5994 TRENT.M.JOHNSON@XCELENERGY.COM 7 Xcel Energy¢ FLOC: 0144,;- -INMICR ineerin DRAWN BY: as 0612418P NO. DESC g 9DESIGNED BY: Rn ai9a�Pz c rssuFn r[aPP[9IA WRAMIO 110. STE }00 ENGIrWroDGo. eanz CHECKED BY: 7& APPROVEDBY: Xi UUC��2P SERVICE DATE: WORK ORDER - INDEX WORK ORDER DESCRIPTION DRAWING NUMBER SERIES - INDEX NUMBER SERIES DISCIPLINE 4300 COVER SHEETS 4301 SITE LAYOUT PLAN 4302 GRADING PLAN 4303 OVERALL SITE PLAN WITH GRADE PROFILES fNLlv(FR STA11CHUNT I HEREBY ATTEST THAT THIS GRADING AND DESIGN FOR THE RIFU C04PRESSOR STATION RECOMMSSbHMb PROJECT H BEEN PREPARED BY ME OR UNDER MY DIRECT SUPERNSOK AND TO ME BEST OF Aft KNOWLE➢GE AND ABiRI HAS BEEN PREPARED IN KCORD CE WIN IHE ATEST 1,KION o0 THE GAKEID COUNTY CRRERLI THE S�GNI.TURE AND STAMP AFFIXED HEREON CERTIFIES TMT THIS DOCUAEM W PREPARED IN ACCORg E Vn TH THE REQUIRED REGUUTIONS AND CRII HONIXER, T STA AND SH TURE DOES NOT CERnFY OR C EMNNTEE FUNK PERMR.WNCE OF THE EXECUTION OF THE RAN BY THE CONTRACTOR. THE CONTRA-Tgt IS RESWISMRi FOR EXECUTING THE CONSTRUCTION wptK A ORNNG TO THE INFORMATION SET FORTH N THE PWN AND IN / CORMNCE WTf ALL APPI ICABE: REQUIREMfNTS. REGISTERED RtGfE$SbNA ENONEER .'Melendre NIH,1,ez STATE OF mLaabo No.: 52231 06; 27r22 DATE APPLICANT NAME: Cheryl L. Diedrich, CPL Xcel Energy I Responsihle By Natun Senior Agent, Right of Way E Par 1123 West 3rd Ave., Denver, CO.8= P:303571-3113 C: 30390E-O288F:303571-3284 RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT DATE COVER SHEET 061P4122 TITLE SHEET & LOCATION MAP SERVICE CENTER: I LOCATION: DIVISION: CITYICOUNTY: [TYPE: 41'i00 LOCATION INFORMATION GPS LOCATION: LAT: 39.529293' LONG. 107.827127° ELEV 5320 FT ZONE DISTRICT: RESOURCE LANDS, GENTLE SLOPES AND LOWER VALLEY FLOOR (RLGS) PLACE 6" THICK (MIN) AASHTO NO 57 (OR EQUIVALENT STONE) IN LIFTS OF 4- (MAX) -- COMPACT LIFTS TO 90% MODIFIED PROCTOR S I �GEO-TEXTILE FABRIC \—COMPACTED SUB -GRADE TYPICAL YARD GRAVEL SURFACE SECTION RCN N(HN Dig Safely . CALL UNCC THREE WORKING DAYS BEFORE YOU DIG 1-800-922-1987 IXwN9.Linmorg UTILITY NOTIFICATION CENTER OF COLORADO CAD FILE NAME: Dl_430T_Ouesta R!Pr Inte..rn,tdNq I TOP OF BANK TOE OF BANK I k I i 1, 1 1� I ^� IV % � I 1 47' 3N x 33.9„ GC BLDG. (8X16) Ij DISCHARGE r FILTERICOALESCER� A� — AREA TO BE UNDISTURBED GRAVEL ACCESS ROAD (PRIVATE) (COUNTY RD. 264) 40'-0" M x�- 5318 f� I fn FUTURE s . ;x,' NEW OONTROL \ \ EXPANSION, __—.78_-5 _T a BLDG.i10'x1a1 SUCTIONPLTER/ I COAL SCER 9' 11 IIi 4 II BLOWDOWN ' STACK- f0'•1"1 1 Lr JROPOSED )MPRESSORrI m CONIC.. BUILDING I RAMP 5, BLGD HT PROX 315 IP p , u 1P HP AND LP G° =312 — a �DRAIN TANKS v R36.0„ _ D _ ��. INSTRUMENT " AIR BLDG o I � EXISTING FENCE TO BE REPLACED PROPERTY LINE —� WITH NEW M FENCE (MATCH EXISTING PERIMETER) I 20 40 ISO SITE MAP r'_20• SCALE: 1'=20' TOTAL AREA OF SITE:1.188ACRES EXIST ELEC. BLDG RECTIFIER EXISTING 28' SWING GATE TO REMAIN 10, GENERATOR PROPERTY LINE EXIST. RTU BLDG. 7 i APPLICANT NAME: Cheryl L Diedrich, CPL Xcel Energy I Responsible By Nature Senior Agent, Right of Way &Penh 1123 West Bid Ave., Denver, CO.80223 P: 303-571.3116 C: 303-9OM99 F: 303-571-3284 LEGEND EX. MAJOR CONTOUR EX. MINOR CONTOUR 5000 MAJOR CONTOUR 5000 MINOR CONTOUR -- - - LOD----LOD -- LIMIT OF GRADING DISTURBANCE —� EXISTING YARD GRAVEL r j PROPOSED YARD GRAVEL PROPOSED CONCRETE p1 cr LINE (L) & CURVE (C) DATA (REFER TO LINE AND CURVE TABLES THIS SHEET) LINE TABLE LINE NO. BEARING DISTANCE BEGIN COCRDNATE ENDCOCRGNATE L1 581'Y`R'. 01 %IF31M11 E EW]10 9 %1014 'c2yylID 13 59'AIfT,Y IAi ktp6NN Em1.ffi .9 NFM 14R, 4:EJI%IS% U SJIYriTW 59] #16kt14R EiMY,5.8 NAce1E5. EbGEuOE 4 R11M, b.Y N'INgri%fiMM9.A Nl6ttl A15 "c 2XY4N u IWEr51W xz Nlerarrs6le. Mmsm x.,m%nnlEmlxoMl LL IAIVNIE !l8 ft'16e IOXIEMNIM NI67�S,p1Em4YPN9 V N11YIr£ ca N xamrildIE2MY1zID I[1&fi16131 E: Mf�a Il 461^6,4 ,4,6 k. ,S6,6r 54f2M%p@ NI6'tl 1ID.I6 F:LM9@3 13 wi-" 'E iF N.18 i sI E'.1NW4 N:IWJWIIE 9URIR L16 1W, 71, 19.n vIW71P11gq AI; NI&61 4IE: ZMJA,91 L11 66'i3TE M1' kI6MiBME2MtrN1J %t08flS!JIEDUrIBS L12 9019rGiW G3 N16HROMIE 1NJ1®4 N,I..M F:2WJ¢Y 01 Np m1v rEI N: 14NQFMjE1NVS1I1 Ik162596%IE. 34A81M LII Wt'4MfiE BiY N,E+69AIE:n. Y!0tl]M EmIX1ID 01 I8Pb1r4 4,8 %IBffi09N E]31WYR X:ICS1EalE-A 19 LI6 SR5t5PE BA kI6�1,aE'iA469a.?¢ N151 Uf p41pL51 Lti 964AE LS' N1g1M91E:btlll2iJ X:,6@IN.-EiV}N5,@ u6 RefMnN _ ns u:1ce16aalezmr4s x'.16aasE.mlezJsvN.4 CURVE TABLE CARVE NO. WILE LENGTH PC I BEGIN 00ORONA7E ir, ENOCOORDINATE I RADIUS CENTER PONT COORDINATE CI W YY X:16g16i.il E'.2491d® U'16r6A26rE.In'a9].M1t x101]m IF �IJ Ci m 4r X.IRXSL rr,'E. XNe,vv%IF. mf]AS9 %I6®RI)Ie ZMJVAA W y g6 N-1MIS151EM9]]49 N`s%nPoEMi`5&w; x16'g11]&IfmUrID,W G yI 41r N. 1&c9r9R I EwzI . X"6m eNIf Dt1H,.n u'. 6RWniftxZnm cs m ar xlmXla %IEZJmxr] %16mI6rMiEzzr]wE.s x:1®1zulEzxeAm CE P r8 N:1E51�%E M11m.D NIKKIgb-.2,43Ar4 NI�IpSr E: i3flrNid! Lr r 19 x'.16t4%.nlea4nX% A5,%IErM1A xS'dm%IEL4J&rMLIO i .% GP N'.1CNIJ5]6I E:11NF,19 NMA1 Elm E'tlfY45R kfp), AIEMRV] r1i q 1SP XISy1511] E'.ZyyIQS K1LS1b91 E:3W112% k 1011, Ill E:mIAYS SURVEY: 1, EXISTING CONDITIONS ARE SHOWN FOR REFERENCE ONLY, CONTRACTOR TO FIELD VERIFY CONDITIONS PRIOR TO CONSTRUCTION. 2. EXISTING SITE TOPOGRAPHY, BOUNDARY, UTILITIES, AND HORIZONTAL CONTROL SHOWN ON THE DRAWINGS WERE OBTAINED FROM SURVEY DATA PREPARED BY: SHORT ELLIOTT HENDRICKSON INC. (SEH) TEL: (800) 325.2055 3. HORIZONTAL DATUM: NAD 83, COLORADO STATE PLANES, CENTRAL ZONE, US FOOT VERTICAL DATUM: NAVD88, US FOOT. Xcel Energy N �0 °.01xe, o:e96 w. o szz31 m -i rt,%o-z2 D1[ngfneering 9m OreAum couar, srE a00 ETELEw000, c0. e0, Iz TEL. a03-405-2799 www.Ex nmxEER xc.c0u HISTORY DATE REVISIONS RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT SITE LAYOUT PLAN CIVIL & STRUCTURAL DRAW) �3 DRAWN BY: �s DESIGNED BY: BtA 04108122 04/08/22 NO. a DESCRIPTION 7ssuc9 soR RevIcv By vs DATE 04/a9122 CHECKED BY: LA M/P8/22 B RE-75Su£D fDR REVIEW PS 85/04/22 FLOC: APPROVED Byec D4/a8i22 c 7ssucD rue RCRair P; w/24/p2 SERVICE CENTER: LOCATION: C IN SERVICE DATE: DIVISION: CITY/COUNTY: RIFLE16ARFIELB ITYPF: