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Home My WebLink AboutFile Documents.33 MINING STOCK PKWY.0093-2020-BRES (24)1 2 1 XSD XSD X S D XSDXSDXSD XS D XS D XS D XS D XS D XSD XSD XSD XSD XSD XSD XSD XS D X S D X S D X S D XSD XSD XSD XSD X S D EX. SEWER STUB ELEV. = 7816.65' X S A X S A EX. SMH #75 RIM = 7820.96' INV. IN = 7809.94' INV. OUT = 7809.74' EX. SMH #76 RIM = 7825.21' INV. IN = 7815.14' INV. IN = 7815.14' INV. OUT = 7814.94' XSA EX. SMH #77 RIM = 7827.43' INV. OUT = 7816.75' XS A XS A EX. SEWER STUB T.P.ELEV. = 7814.64' EX. SEWER STUB T.P.ELEV. = 7817.69' XS A XSA EX. SEWER SERVICE ELEV = 7818.17' EX. SEWER BEND T.P.ELEV. = 7823.43' EX. SEWER BEND T.P.ELEV. = 7824.05' EX. SEWER BEND T.P.ELEV. = 7824.31' EX. SEWER SERVICE CAP T.P.ELEV. = 7826.16' X W L X W L X W L XW L XW L XW L XWL XWL XWL XWL XWL XWL XWL XWL XW L X W L X W L X W L X W L XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL X H C E X H C E X H C E X H C E XH C E XH C E XH C E XHC E XHCE XHCE XHCE XHCE XHCE XHCE XHCE XH C E X H C E X H C E XH C E XHCE XHCE XHCE XHCE XHCE XHCE XHCE EX. HCE LINE EX. HCE LINE EX. HCE LINE EX. HCE LINE EX. HCE LINE EX. HCE LINE EX. HCE TRANSFORMER EX. HCE TRANSFORMER EX. HCE TRANSFORMER XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE ASSUMED HCE TRANSFORMER PER STAKING (NO SURVEY DATA) EX. HCE LINE EX. COA LINE XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS X G A S X G A S XG A S XG A S XG A S XG A S XG A S XGA S XGA S XGA S XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XG A S XG A S XG A S XG A S X G A S X G A S X G A S XG A S X G A S XG A S XG A S XG A S XGA S XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGA S X E L X E L X E L X E L XE L XE L XE L XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XE L XE L XE L XE L XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL X G A S EX. JOINT TRENCH EX. JOINT TRENCH XETC XETC X E L X E L EX. JOINT TRENCH TOP PIPE=7819.62' EX. JOINT TRENCH TOP PIPE=7818.97' EX. PRIMARY ELECTRIC TOP PIPE=7818.09' EX. PRIMARY ELECTRIC TOP PIPE=7817.48' EX. PRIMARY ELECTRIC TOP PIPE=7817.52' XE L XE L XE L XE L XE L XG A S XG A S XGA S XG A S X G A S X G A S X G A S X G A S X G A S XTC XTC XTC XTC XTC XTC XTC XT C XT C XT C XT C XT C XT C XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC X T C X T C XTC X T C X T C X T C X T C XT C XT C XTC XTC X T C XT C XT C XT C XT C EG EG EG EG EE E E EE EE ETVETVEP E P EP w w w w w w w w w w w w w w w w w w w w w EE E E E E EE E E EE EE EE EP EP EPw w ETV E T V E T V EP E P E P ETV EE EE EEE E EP EP EPEPETV ETV ETV ETV ETV ETV ETV ET V ET V ET V EE EE EE EE EE E E EEETVEP ETVEPEE EP EP EP EP EP EP EP EP EP EE EE EE EEEE EE EE EE EEEE EE EE EG EG EG EE EE EE EE EE EP EP EP EP EE E E EE ETV EG E G E G EE ga s EG EP EP EP gas gas ga s ga s E T V ETV ETV ET V ET V ET V ET V ETV ETV ETV ETV ETV ETV EE EE EE EE EE EE EE w w w w w EG EE EE EE EE EE EE EE EE EE EE EE EE EG EG EG EG EG EG EG EG EGEG EG EG EG EG E G EG E G ETVETVETV ETV ETV X S D XSD XSDXSD XSD XSD ESS ESS ESS EWS EWS EW S EW S EWS E W S EW S EWS EW S EW S EW S EW S 2 4 " R C P 18" R C P 18" R C P 24" R C P 6" P V C XSA XSA X S A X S A X S A XTC EX. C O A EL. V A U L T X E L X E L XEL EX. COAEL. VAULT EX. COA EL. VAULT XTC >>>>>>>> > > > > > > > > > > >>>>>>>>>> > > > > > > > > > > > X S A X S A XSA XSA XSA XSA XSA XSD X S D XSDXSDXSD CONSTRUCTION LIMITS gas 1 5 " R C P I N V . O U T 7 8 0 2 . 3 9 EWS CL O U D E D A R E A U N D E R C O N S T R U C T I O N FO R P E D E S T A L 6/ 5 / 2 0 2 0 EX. 3' X 3' AREA INLET EX. 3' X 3' AREA INLET EX. TYPE C EX. OUTFALL 18" RCP EX. STORM MH RIM = (BURIED @ TIME OF SURVEY) STUBBED & CAPPED PIPE INV 18" = 7835.1'± CONTRACTOR TO CONFIRM LOCATION, SIZE & DEPTH PRIOR TO CONSTRUCTION EX. 18" AREA INLET EX. CURB INLET EX. 24" AREA INLET EX. 24" AREA INLET EX. 24" AREA INLET EX. CURB INLET EX. STORM MH EX. CURB INLET EX. 12" PVC PIPE STUBOUT; TO BE ABANDON AND REMOVED EX. STORM MH EX. 3' x 3' AREA INLET EX. 2' x 2' AREA INLET EX. 2' x 2' AREA INLET EX. 3' x 3' INLET EX. STORM MH EX. 3' x 3' AREA INLET EX. 2' x 3' CURB INLET EX. 2' x 2' AREA INLET EX. 12" INLET (REMOVE) EX. STORM MH EX . 1 2 " H D P E 12" STUB OUT; CONTRACTOR TO CONFIRM LOCATION, SIZE, DEPTH & MATERIAL PRIOR TO CONSTRUCTION 18" RCP EX. 15" RCPEX. 15" RCP EX . 1 5 " R C P E X . 1 8 " R C P 24" HDP E 10" HDPE EX. INLET (REMOVE) EX. INLET (REMOVE) EX. 4" UNDERDRAINS (TO BE REMOVED) 1 EX. GRAVEL ROAD; RE. TO NOTE 7 EX. SEWER MAIN 1 1 1 1 2 2 3 "STOP" 3 "DO NOT ENTER" 3 "DO NOT ENTER" & "STOP" 3 STREET NAME 3 SPEED LIMIT 4 4 4 4 4 4 REPLACE EX. 15" RCP W/ 18" RCP; RE. TO PLANS 5 6 6 6 6 6 6 6 HATCHED AREA REPRESENTS LIMITS OF SLOPE MAINTENANCE EASEMENT FALLING WITHIN AVLT CONSERVATION EASEMENT. EXISTING SEDIMENTATION BASIN; COORDINATE WITH PROJECT GEOTECH ON RECOMMENDED SOIL MITIGATION REQUIREMENTS FOR PROPOSED BLDG 15 EXISTING SEDIMENTATION BASIN TO BE ABANDONED EXISTING GRAVEL TRAIL; RE. TO PLANS FOR RELOCATION & COORD. WITH CITY PARKS ON RE-ALIGNMENT REMOVE EX. SIDEWALK REMOVE EX. PARALLEL PARKING L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LO D LO D LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LOD LOD LOD L O D LOD LOD LOD LOD L O D L O D LO D LO D LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LOD LO D L O D LODLOD LOD LO D LOD LO D LO D LOD LO D 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 EX. ELEC. VAULT & CABLE/TELE. PEDS EX. ELEC. VAULT & CABLE/TELE. PEDS EX. ELEC. VAULT & CABLE/TELE. PEDS EX. 8" SEWER MAIN STUB OUT; RE. TO PLANS FOR CONT. 7 7 7 7 ABANDON EX. SEWER SRV. TAP PER ACSD SPECIFICATIONS 7 MI N I N G S T O C K P A R K W A Y HA R M O N Y R O A D F O R G E R O A D REMOVE EX. SIDEWALK EX. 12" PVC PIPE STUBOUT; CONFIRM, DEPTH, LOCATION & SIZE PRIOR TO CONSTRUCTION PARK 2 (UNDER CONSTRUCTION) CONTRACTOR TO COORDINATE WITH COA PARKS ON SCHEDULE & GRADING IMPROVEMENTS PROPOSED ON PARK 2 PRIOR TO CONSTRUCTION 7 7 7 7 7 7 7 7 7 8 8 88 PARK 3 (COORD. W/ COA PARKS ON ALL PROPOSED IMPROVEMENTS WITHIN PARK 3) 9 9 9 REPLACE EX. SAN. SEWER MH; RE. TO 68 WEST SEWER MAIN IMPROVEMENTS 1 1 REMOVE & REPLACE EX. SIDEWALK IN KIND EX. STORM VERT. RISER; INSTALL INLET PER PLANS REMOVE EX. ASPHALT 7 7 7 10 4 PHASE 3 WILL NOT REQUIRE GAS SERVICE. CONTRACTOR TO COORDINATE WITH BLACK HILLS ENERGY ON PROPER ABANDONMENT OF EXISTING GAS MAIN AND ASSOCIATED SERVICE STUBS. LOT 3 LOT 4 AVLT CONSERVATION EASEMENT 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 040 40 80 40 12020 GAS MARKER EXISTING ELECTRIC MANHOLE EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING ELECTRIC TRANSFORMER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL EXISTING LEGEND EXISTING CONTOUR EXISTING CONTOUR INTERVAL7900 EXISTING WATER MAINXWLXWL EXISTING SANITARY SEWER MAIN EXISTING GAS XTC XTC XTC XGAS XGAS XGAS EXISTING C.O.A. UNDERGROUND ELECTRIC EXISTING COMMUNICATIONS XEL XEL XEL XSA XSA XHCE XHCE EXISTING HOLY CROSS ELECTRIC G: \ 2 0 1 9 \ 1 9 1 2 0 - B G P H 3 \ C I V I L \ C I V I L D W G S \ P L O T \ S H E E T S E T \ 1 9 1 2 0 - 2 A - E X C O N D - D E M O . D W G - D e c 1 6 , 2 0 2 0 - 9 : 4 3 a m OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 TOWN STAMP DISCIPLINE STAMP BU R L I N G A M E R A N C H P H A S E 3 I M P R O V E M E N T S CI T Y O F A S P E N , C O L O R A D O PROJECT NUMBER ISSUE DATE REVISIONS SHEET TITLE ISSUE SHEET NO. C2.01 EXISTING CONDITIONS - DEMO PLAN 19120 No.Description Date 1 6/19/2020 PERMIT DRAWINGS PERMIT SET 6.19.2020 1. SAWCUT AND REMOVE EXISTING CONCRETE AT NEAREST EXISTING CONTROL JOINT 2. SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT 3. REMOVE AND REUSE EXISTING SIGNS (COORDINATE WITH CITY OF ASPEN); RE. TO SHEET C9.01 4. REMOVE EXISTING STORM INLET AND/OR STORM DRAIN 5. REMOVE LIGHT POLE AND CAISSON. RELOCATE AND REPLACE IN KIND PER PLANS. 6. COORDINATE WITH BLACK HILLS ENERGY ON THE ABANDONMENT OF EXISTING GAS SERVICE AT MAIN. 7. ADJUST EXISTING INLET RIM, MH COVERS, AND/OR VALVE COVERS; RE. TO PLANS. 8. EXISTING RAIN GARDEN TO BE RE-GRADED TO MEET WATER QUALITY VOLUME REQUIREMENTS; RE. TO PLANS AND DETAIL SHEET C10.07. 9. CONTRACTOR TO COORD. WITH UTILITY PROVIDERS ON SETTING TRANSFORMERS & PULLING SECONDARY SERVICE FEEDS TO PROJECT; RE. TO UTILITY PLAN FOR MORE INFORMATION. CONTRACTOR RESPONSIBLE FOR ALL CONDUITS, BEDDING & BACKFILL FOR UTILITY WORK. 10. REMOVE EXISTING BOULDER WALL SITE DEMOLITION KEY NOTES: GENERAL SITE DEMOLITION NOTES: 1. EXISTING CONDITIONS BASED UPON SURVEY PERFORMED BY SOPRIS ENGINEERING LLC. DATE OF SURVEY JANUARY - MAY 2020. 2. THE LOCATIONS OF UNDERGROUND UTILITIES ALONG PAEPCKE ROAD HAVE BEEN PLOTTED BASED ON UTILITY ASBUILT INFORMATION ACQUIRED DURING PHASE II ACCESS & INFRASTRUCTURE IMPROVEMENTS. ASBUILT INFORMATION WAS OBTAINED THROUGH THE CONTRACTOR AND IN SOME CASES FIELD LOCATED BY SOPRIS ENGINEERING. ALL OTHER EXISTING UTILITIES ILLUSTRATED HEREIN WERE OBTAIN THROUGH UTILITY MAPS, LOCATES OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATION ASBUILTS. 3. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 4. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE LIMITS OF DISTURBANCE (LOD) & SPECIFIED RIGHT OF WAY. THE CONTRACTOR SHALL NOT OPERATE OUT SIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNER OR DEVELOPMENT REPRESENTATIVES. 5. CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY COMPANY PRIOR TO CONSTRUCTION. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE UTILITY PROVIDER. 6. EXISTING ASPHALT AND CONCRETE TO BE REMOVED MAY BE CRUSHED TO A MINUS 3 4" AND REUSED AS FILL ONSITE. 7. CONTRACTOR TO COORDINATE WITH PROJECT GEOTECHNICAL ENGINEER ON ACCEPTANCE OF EXISTING GRAVEL ROADWAY TO BE USED AS BASE COURSE. 8. CONTRACTOR TO CONFIRM GRADES AT ALL TIE IN LOCATIONS PRIOR TO CONSTRUCTION & COORDINATE WITH ENGINEER OF RECORD ON ANY DISCREPANCIES. 9. CONSTRUCTION BMPs SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF DEMOLITION ACTIVITY. 6 12.11.2020PERMIT RESUBMIT 1 7 ADDENDUM 2 12.16.2020 7 7 7 7 Area where construction will Require Right Away Permits. Right Away Attachment F