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Home My WebLink AboutSite PlansN LOCATION INFORMATION GPS LOCATION: LAT: 39.5292930 LONG: -107.8271270 ELEV: 5320 FT ZONE DISTRICT: RESOURCE LANDS, GENTLE SLOPES AND LOWER VALLEY FLOOR (RLGS) I Dig ;Safely . CALL UNCC THREE WORKING DAYS BEFORE YOU DIG 1 n89 '922-1987 www.uncc.org UTILITY NOTIFICATION CENTER OF COLORADO RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT QUESTAR INTERCONNECT CAD FILE NAME: El- 430LQues tor Rrf(e_Interconnect,dwg PROJECT CONTACTS NAME ROLE PHONE# EMAIL 4301 TRENT JOHNSON 4302 XCEL 4303 OVERALL SITE PLAN WITH GRADE PROFILES PROJECT MANAGER (832) 326 - 5994 TRENT.M.JOHNSON@XCELENERGY.COM jo XceiEnergy 0 FLOC: �pDO UC� 52231 m? engineering 9777 PYRAMID COURT, STE 300 ENGLEWOOD, CO. 80112 TEL. 303-405-2799 WWW.ENENGINEERING.COM HISTORY DRAWN BY: Ps DESIGNED BY: BCA CHECKED BY: TJL APPROVED BY: BG IN SERVICE DATE: DATE 06/24/22 N0. 04/08/22 C 04/08/22 04/08/22 REVISIONS DESCRIPTIONBY DATE ISSUED FOR PERMIT ::?PS 06/24/22 WORK ORDER -INDEX WORK ORDER DESCRIPTION FUNCTIONAL LOCATION -INDEX FUNCTIONAL LOCATION 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 ENGINEER STATEMENT I HEREBY ATTEST THAT THIS GRADING AND DESIGN FOR THE RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT HAS BEEN PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE AND ABILITY HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST VERSION OF THE GARFIELD COUNTY CRITERIA. THE SIGNATURE AND STAMP AFFIXED HEREON CERTIFIES THAT THIS DOCUMENT WAS PREPARED IN ACCORDANCE WITH THE REQUIRED REGULATIONS AND CRITERIA; HOWEVER, THE STAMP AND SIGNATURE DOES NOT CERTIFY OR GUARANTEE FUTURE PERFORMANCE OF THE EXECUTION OF THE PLAN BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR EXECUTING THE CONSTRUCTION WORK ACCORDING TO THE INFORMATION SET FORTH IN THE PLAN AND IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS. REGISTERED PROFESSIONAL ENGINEER: Alejandro Martinez STATE OF COLORADO NO.: 52231 APPLICANT NAME: Cheryl L. Diedrich, CPL Xcel Energy I Responsible By Nature Senior Agent, Right of Way & Permits 1123 West 3rd Ave., Denver, CO. 80223 P:303-571-3116 C: 303-908-0299 F:303-571-3284 06/27/22 DATE RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT COVER SHEET TITLE SHEET & LOCATION MAP SERVICE CENTER: DIVISION: CITY/COUNTY : RIFLE/GARFIELD LOCATION: TYPE: DRAWING FAI N LOCATION INFORMATION GPS LOCATION: LAT: 39.5292930 LONG: -107.8271270 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 .................................................................. .................................................................... ......:.' y.'. ...................................................1.............. '--GEO-TEXTILE FABRIC COMPACTED SUB -GRADE TYPICAL YARD GRAVEL SURFACE SECTION SCALE: NONE Dig 0Safely . CALL UNCC THREE WORKING DAYS BEFORE YOU DIG 1'800'922-1987 www.uncc.org UTILITY NOTIFICATION CENTER OF COLORADO CAD FILE NAME: DI_4301-Questar-RiFle_Interconnect,dwg 7 XcelEnergy 0 FLOC: WITH NEW 10' FENCE (MATCH EXISTING PERIMETER) I • SITE MAP SCALE: 1" = 20' TOTAL AREA OF SITE: 1. HISTORY �oRPDO LiOFN DRAWN BY: PS �O;P�pRO Mq�s�o- nglneering DESIGNED BY: BCA 52231 m 9777 PYRAMID COURT, STE 300 ENGLEWOOD, Co. 80112 CHECKED BY: TJL v TEL. 303-405-2799 ^NA`G` WWW.ENENGINEERING.COM APPROVED BY: BG 06-24-22 IN SERVICE DATE: APPLICANT NAME: Cheryl L. Diedrich, CPL Xcel Energy I Responsible By Nature Senior Agent, Right of Way & Permits 1123 West 3rd Ave., Denver, CO. 80223 P:303-571-3116 C: 303-908-0299 F: 303-571-3284 DATE REVISIONS 04/08/22 NO. DESCRIPTION 04/08/22 A ISSUED FOR REVIEW 04/08/22 B RE -ISSUED FOR REVIEW 04/08/22 C ISSUED FOR PERMIT LEGI ND EX. MAJOR CONTOUR - s000 - EX. MINOR CONTOUR 5000MAJOR CONTOUR 5000MINOR CONTOUR - - - - Loo ----- Loo - - LIMIT OF GRADING DISTURBANCE EXISTING YARD GRAVEL PROPOSED YARD GRAVEL ...A PROPOSED CONCRETE L# C# LINE (L) & CURVE (C) DATA (REFER TO LINE AND CURVE TABLES THIS SHEET) LINE TABLE LINE NO. BEARING DISTANCE BEGIN COORDINATE END COORDINATE L1 S87°22'56"E 40.0' N: 1626194.211 E: 2343781.91 N: 1626192.391 E: 2343821.89 L2 S19"42'57"W 18.7' N: 1626192.391 E: 2343821.89 N: 1626174.781 E: 2343815.58 L3 S01"15'22"W 69.3' N: 1626174.781 E: 2343815.58 N: 1626105.511 E: 2343814.06 L4 SOt"OTO3'W 66.4' N:1626079.561 E: 2343803.79 N:1626013.151 E: 2343802.49 L5 N88052'57"W 95.2' N: 1625977.861 E: 2343765.80 N: 1625979.721 E: 2343670,64 L6 N01007'03"E 74.8' N: 1626010.301 E: 2343641.23 N: 1626085.061 E: 2343642.69 L7 N07"36'17"E 57.0' N: 1626085.061 E: 2343642.69 N: 1626141.541 E: 2343650.23 L8 S88°52'5T'E 101.9' N: 1626167.561 E: 2343680.55 N: 1626165.581 E: 2343782,38 L9 N0101522'E 4.8' N: 1626170.461 E: 2343787.48 N: 1626175.311 E: 2343787.58 L10 N16"41W '2 19.T N: 1626175.311 E: 2343787.58 N: 1626194.211 E: 2343781.91 L11 S88"52'5T'E 34.1' N: 1626068.801 E: 2343744.43 N: 1626068.131 E: 2343778.56W L12 S01007'03' 44.5' N:1626063.041 E: 2343783.46 N:1626018.541 E: 2343782.59 L13 N88'52'57"W 75.2' N:1625994.031 E: 2343757.11 N:1625995.501 E: 2343681.95 L14 N01 "0T03"E 62.9' N: 1626020.981 E: 2343657.44 N: 1626083.841 E: 2343658.66 L15 N07036'17"E 41,8' N: 1626083.641 E: 2343658.66 N: 1626125.261 E: 2343664.19 L16 S88052'57"E 8.0' N: 1626151.291 E: 2343694.52 N: 1626151.131 E: 2343702.53 L17 S88052'57"E 33.5' N: 1626140.941 E: 2343712.33 N: 1626140.281 E: 2343745.82 L18 501007'03"W 71.5' N: 1626140.281 E: 2343745.82 N: 1626068.801 E: 2343744.43 CURVE TABLE CURVE N0. RADIUS LENGTH PC/ BEGIN COORDINATE PT / END COORDINATE RADIUS CENTER POINT COORDINATE C1 14' 14.4' N: 1626105.511 E: 2343814.06 N: 1626092.671 E: 2343809.03 N: 1626103.571 E: 2343800.13 C2 20' 14.4' N: 1626092.671 E: 2343809.03 N: 1626079.561 E: 2343803.79 N: 1626079.171 E: 2343823.78 C3 36' 56.5' N: 1626013.151 E: 2343802.49 N: 1625977.861 E: 2343765.80 N: 1626013.851 E: 2343766.50 C4 30' 47.1' N: 1625979.721 E: 2343670.64 N: 1626010.301 E: 2343641.23 N: 1626009.711 E: 2343671.22 C5 30' 43.7' N: 1626141.541 E: 2343650.23 N: 1626167.561 E: 2343680.55 N: 1626137.571 E: 2343679.96 C6 5' 7.8' N: 1626165.581 E: 2343782.38 N: 1626170.461 E: 2343787.48 N: 1626170.571 E: 2343782.48 C7 5' 7.9' N: 1626068.131 E: 2343778.56 N: 1626063.041 E: 2343783.46 N: 1626063.131 E: 2343778.46 C8 25' 39.3' N:1626018.541 E: 2343782.59 N:1625994.031 E: 2343757.11 N: 1626019.031 E: 2343757.60 C9 25' 39.3' N: 1625995.501 E: 2343681.95 N: 1626020.981 E: 2343657.44 N: 1626020.501 E: 2343682.43 C10 30' 43.7' N: 1626125.261 E: 2343664.19 N: 1626151.291 E: 2343694.52 N: 1626121.291 E: 2343693.93 C11 10' 157 N: 1626151,131 E: 2343702.53 N:1626140.941 E: 2343712.33 N:1626141.131 E: 2343702,33 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 U RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT DRAWING BY DATE SITE LAYOUT PLAN Ps 04108122 CIVIL & STRUCTURAL 4 ®1 PS 05/04/22 PS 06/24/22 SERVICE CENTER: LOCATION: DIVISION: TITY/COUNTY: RIFLE/GARFIELD TYPE; ZL N LOCATION INFORMATION GPS LOCATION: LAT: 39.529293' LONG: -107.8271270 ELEV: 5320 FT APPROXIMATE CUT AND FILL VOLUMES: GROSS SITE CUT: 817 CU YD GROSS SITE FILL: 190 CU YD NET SITE: 627 CU YD (CUT) APPROXIMATE TOP SOIL VOLUMES: (SEE CUT & FILL NOTE 3) TOP SOIL STRIP: 0 CU YD TOP SOIL RE -SPREAD: 0 CU YD TOP SOIL REMOVAL: 0 CU YD APPROXIMATE GRAVEL VOLUMES (SEE CUT & FILL NOTE 4 YARD GRAVEL: 675 CU YD (NEW GRAVEL ONLY) CUT & FILL NOTES: 1. CUT AND FILL SUMMARY IS PROVIDED FOR CONVENIENCE AND REFERENCE ONLY AND SHALL NOT BE USED FOR BIDDING PURPOSES, IT IS THE CONTRACTORS RESPONSIBILITY TO PERFORM THEIR OWN EARTH WORK ANALYSIS. 2. CUT AND FILL SUMMARY DOES NOT ACCOUNT FOR SHRINKAGE/SWELL FACTORS OR FOUNDATION/TRENCH SPOILS. 3. EVALUATION ASSUMES GRUBBING AND TOP SOIL STRIPPING IS 0" AND RE -SPREAD IS 0". VOLUMES WILL VARY IF FIELD CONDITIONS DETERMINE THAT DEPTH OF TOPS SOIL IS DIFFERENT FROM THE ASSUMPTION. 4. EXISTING GRAVEL REMOVED DURING GRADING OPERATIONS MAY BE USED FOR REPLACEMENT OF NEW GRAVEL ONLY IF GRAVEL IS CLEAN AND FREE OF SEDIMENT DEPOSITS. CONTRACTOR SHALL GET APPROVAL BY AN AUTHORIZED XCEL FIELD REPRESENTATIVE PRIOR TO PLACEMENT. Dig ;Safely . CALL UNCC THREE WORKING DAYS BEFORE YOU DIG 1'800'922-1987 www.uncc.org UTILITY NOTIFICATION CENTER OF COLORADO CAD FILE NAME: Dl- 4301_Ques tar- RIFYe-Interconnect,dwg - X I I i I 2'(H):1'(V) SLOPE I (12"-18" RIPRAP) I i I I I I� I 1, � MATCH EXISTING GRADE AT - LOD LINE (TYP.) ) � I ' xI; I o FG 5311.40 X 0 o J I ' i� w ' I 5� 13 GRAVEL ACCESS ROAD (PRIVATE) (COUNTY RD, 264) 7FG b31b.Z41 FG 5315.47 b.318- 5378 FG 5314.99 FG 5315.89 �FG 5317.8. FG 5315.28 ii FG 5315.83 537\ FG 5315.83 FG 5313.83 S 3'6 FUTURE BLDG. FG 5316.32 \ EXPANSION FG 5315.73 FG 5315.E �+ CQNC. FG 5315.0 FG 5313.83 PROPOSED "�"' RAMP �'�' , COMPRESSOR EXISTING CULVERT BUILDING °+a TO BE REMOVED 5313.4 FF=5316.33 i FG 5315.73 FG 5314.51 � FG 5313.83 5314--- _- F - - - - -X XL - _ �C - =��98 3C - n 530c EXISTING CULVERT - - - -r n - TO REMAIN IN PLACE A i FG 5310.55 EXISTING FENCE TO BE REPLACED PROPERTY LINE WITH NEW 10' FENCE (MATCH EXISTING CULVERT TO BE REMOVED EXISTING PERIMETER) GRADING MAP SCALE: 1" = 20' -5312- I I - - - - - WD- xLlj II 0 I I, I IM.E. 5319.11±1 PROPERTY LINE APPLICANT NAME: Cheryl L. Diedrich, CPL Xcel Energy I Responsible By Nature Senior Agent, Right of Way & Permits 1123 West 3rd Ave., Denver, CO. 80223 P:303-571-3116 C: 303-908-0299 F:303-571-3284 EX. MAJOR CONTOUR EX, MINOR CONTOUR sono MAJOR CONTOUR 5000 MINOR CONTOUR - - - - Loo - - - - - LOD - - LIMIT OF GRADING DISTURBANCE DRAINAGE FLOW ARROW Fc soao.00 SPOT GRADE PROPOSED RIPRAP 1. CONTRACTOR TO USE EXTREME CAUTION WHEN GRADING IN AND AROUND EXISTING UTILITIES. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH PRIOR TO START OF CONSTRUCTION. 2. EXCAVATE SOILS AS NECESSARY TO COMPLETE PROPOSED CONSTRUCTION. UNLESS OTHERWISE DIRECT (REFER TO GEOTECHNICAL REPORT), USE ALL EXCAVATED SOILS AS FILL ON SITE. ANY SOILS THAT CANNOT BE UTILIZED ON SITE SHALL BE LOADED DIRECTLY ONTO TRANSPORT TRUCKS AND HAULED TO OWNER'S APPROVED LOCATION. ANY IMPACTED SOILS ENCOUNTERED SHALL BE LOADED SEPARATELY AND SHALL NOT BE COMMINGLED WITH CLEAN SOILS, 3. A REPORT OF THE SUBSURFACE INVESTIGATION IS MADE AVAILABLE TO THE CONTRACTOR AT TIME OF BIDDING. THE BASE BID SHALL INCLUDE LAND BALANCING ACTIVITIES BASED ON THE ASSUMPTION EXCAVATED SOIL CAN BE REUSED AS NECESSARY CONSTRUCTION. UPON REVIEWING THE SUBSURFACE INVESTIGATION, CONTRACTOR SHALL INCLUDE THE FOLLOWING AS ALTERNATIVE: 3.1. OVER -EXCAVATE AREAS OF UNSUITABLE SOILS AND STABILIZE AREAS PER THE SUBSURFACE INVESTIGATION. ESTIMATE QUANTITY OF OVER -EXCAVATED AREAS AND REPLACEMENT BACKFILL IN EACH AREA, ALONG WITH THE TYPE OF BACKFILL, ACTUAL QUANTITIES WILL BE VERIFIED DURING CONSTRUCTION PER THE DIRECTION OF THE GEOTECH CONSULTANT AND OWNER'S REPRESENTATIVE, WITH DETAILED CHANGE ORDERS SUBMITTED TO OWNER. 4. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO EARTHWORK OPERATIONS. 5. CONTRACTOR TO ENSURE POSITIVE DRAINAGE, AND PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES TO AVOID RIDGES AND DEPRESSIONS. 6. ALL SPOT GRADES SHOWN ARE FINISHED GRADE UNLESS OTHERWISE NOTED. 7. ALL SOFT AND ORGANIC MATERIAL MUST BE REMOVED FROM ROAD AREA, ALL REMOVED MATERIAL SHALL BE REPLACED IN 8" LIFTS AND COMPACTED TO 90% MODIFIED PROCTOR. 8. SANDY SOILS SHOULD BE STABILIZED PRIOR TO THE PLACEMENT OF GEOTEXTILE OR AGGREGATE BY SCARIFYING 12 -INCHES MINIMUM, MOISTURE CONDITIONING, AND COMPACTING THE SUBGRADE WITH LARGE VIBRATORY COMPACTION EQUIPMENT. HISTORY DATE REVISIONS RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT DRAWING DOL/� opo oRo M.FNs _ DRAWN BY: Ps 04/08/22 NO. DESCRIPTION BY DATE GRADING PLAN ®� ® -a 4302 9� �o E�1Cngineering XcelEnergyDESIGNED BY: BCA 04/08122 A ISSUED FER REVIEW PS 04/08/22 X52231 m 9777 PYRAMID COURT, STE 300 CIVIL & STRUCTURAL N' ENGLEWOOD, CO. 80112 i � CHECKED BY: Tic 04/08/22 B RE -ISSUED FOR REVIEW PS 05/04/22 �" J,' TEL. 303-405-2799 SjO;vA1 '\ WWW.ENENGINEERING.COM APPROVED BY: BG 04/08/22 C ISSUED FER PERMIT PS 06/24/22 SERVICE CENTER; LOCATION: 06-24_22 FLOC: IN SERVICE DATE: DIVISION: CITY/COUNTY: RIFLEIGARFIECD TYPE: N LOCATION INFORMATION GPS LOCATION: LAT: 39.529293° LONG: -107.827127° ELEV: 5320 FT ZONE DISTRICT: RESOURCE LANDS, GENTLE SLOPES AND LOWER VALLEY FLOOR (RLGS) Or DigSafely . CALL UNCC THREE WORKING DAYS BEFORE YOU DIG 1 M0-922-1987 www.uncc.org UTILITY NOTIFICATION CENTER OF COLORADO Eq 1 FILE �\1 E -� 7 Xcel Enera & FLOC: Rp D0 VO�'AapRO - ::i 52231 _L. OVERALL MAP SCALE: 1" =100' -nglneer/ng 9777 PYRAMID COURT, STE 300 ENGLEWOOD, CO. 80112 TEL, 303-405-2799 WWW.ENENGINEERING.COM 1co 2 0' 3 300 HISTORY DATE DRAWN BY: o6i24i22 DESIGNED BY: BCA 06/24/22 CHECKED BY: T_jL 06/24/22 APPROVED BY: BG 06/24/22 IN SERVICE DATE: REVISIONS NOT DESCRIPTION ISSUED FOR PEREOI T LEGEND EX. MAJOR CONTOUR EX. MINOR CONTOUR PROPOSED CONTOUR - - - - LOD - - - - - Loo - - LIMIT OF GRADING DISTURBANCE 5 350 - 5345 5340- _'-_ PROP. 10' FENCE — 5310- 5305- 0+00 138'-5" ZJ Z 59'-5" J 47'-3" GC BLDG. - PF OP. BLDG. 331.911i CON ROL BLDG. 5350- X - W In J 5345- � - W W o cc 1_ a 5335- 00 o � - PROP. 10' FENCE 47'-3" GC BLDG. - PF OP. BLDG. 331.911i CON ROL BLDG. 5350- X - W In J 5345- � - W — o cc 5340- a 5335- 5330- 5325- - PROP. 10' FENCE 5320- 5315- 315_5310- 5310- :0+ 00 0+00 i X 0 LO ry o o- M 0- Qi0- I PROP. GRADE LINE EXIST. GRADE LINE (NEST TO EAST GRADE PROFILE SCALE: 1" = 30' HORIZ. 95'-1" 1" = 8' VERT. 65'-9" PROP. BLDG. If, PROP. o INST. BLDG, Q PROP. GRADE LINE - EXIST. GRADE LINE 78'-5" PROP. 10' FENCE ROAD C.L. PROP. 101 FENCE Lo 0 0- a i Li z Uj w a 0 PROP, AUX. BLDG. LJ z } x W 0 0 a 3+00 —5315 —5310 —5305 3+25 —5350 —5345 X34 -0 - C SOUTH TO NORTH GRADE PROFILE SCALE: 1" = 30' HORIZ. NOTES: 1" = 8' VERT. 1. REFER TO DRAWINGS 4301 AND 4302 FOR DETAILED SITE AND GRADING PLANS. APPLICANT NAME: Cheryl L. Diedrich, CPL Xcel Energy I Responsible By Nature Senior Agent, Right of Way & Permits 1123 West 3rd Ave., Denver, CO. 80223 P:303-571-3116 C: 303-908-0299 F:303-571-3284 2. PROFILES SHOWN ABOVE IS INTENDED TO SHOW GRADE FOR THE PROPOSED COMPRESSOR BUILDING, ALL OTHER ANCILLARY BUILDINGS SHOWN ARE FOR REFERENCE ONLY. MINOR GRADING WILL BE PERFORMED AROUND THESE BUILDINGS TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURES. RIFLE COMPRESSOR STATION RECOA UISSIONING PROJECT DRAWING BY 4303 PS DATE--- OV�R�ILL SITS PLAN I ITH GRAD' PRO.F'ILES CIVIL & STRUCTURAL — SERVICE CENTER: LOCATION: DIVISION: CITY/COUNTY: RULE GARFI cJ TYPE: A X In W rn � PROP. GRADE LINE - EXIST. GRADE LINE 78'-5" PROP. 10' FENCE ROAD C.L. PROP. 101 FENCE Lo 0 0- a i Li z Uj w a 0 PROP, AUX. BLDG. LJ z } x W 0 0 a 3+00 —5315 —5310 —5305 3+25 —5350 —5345 X34 -0 - C SOUTH TO NORTH GRADE PROFILE SCALE: 1" = 30' HORIZ. NOTES: 1" = 8' VERT. 1. REFER TO DRAWINGS 4301 AND 4302 FOR DETAILED SITE AND GRADING PLANS. APPLICANT NAME: Cheryl L. Diedrich, CPL Xcel Energy I Responsible By Nature Senior Agent, Right of Way & Permits 1123 West 3rd Ave., Denver, CO. 80223 P:303-571-3116 C: 303-908-0299 F:303-571-3284 2. PROFILES SHOWN ABOVE IS INTENDED TO SHOW GRADE FOR THE PROPOSED COMPRESSOR BUILDING, ALL OTHER ANCILLARY BUILDINGS SHOWN ARE FOR REFERENCE ONLY. MINOR GRADING WILL BE PERFORMED AROUND THESE BUILDINGS TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURES. RIFLE COMPRESSOR STATION RECOA UISSIONING PROJECT DRAWING BY 4303 PS DATE--- OV�R�ILL SITS PLAN I ITH GRAD' PRO.F'ILES CIVIL & STRUCTURAL — SERVICE CENTER: LOCATION: DIVISION: CITY/COUNTY: RULE GARFI cJ TYPE: A