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Home My WebLink AboutFile Documents.711 E Cooper Ave.0115.2018 (10).ACBK0115.2018.acbk_engineering2_711 e cooper Page: [4] BG-City Market-LSeries-L200 LAYOUT Author: pjm File Name: Response Set.711 E. Cooper Ave.2018.10.08.pdf The Association of Pedestrian and Bicycle Professionals standards for bike parking does not appear to be met. A minimum of 192" is required for bike parking stalls to stack as shown. Show that the standard is met. [4] BG-City Market-LSeries-L200 LAYOUT (1) Page: C1.2 GRADING, DRAINAGE AND EROSION CONTROL Author: pjm File Name: Response Set.711 E. Cooper Ave.2018.10.08.pdf The bollards were originally installed to provide a protected area for pedestrians and display items and the locations were approved as part of the planned development process. The locations shown do not match existing. Bollards shall remain at existing distance away from the building or a PD amendment may be required. C1.2 GRADING, DRAINAGE AND EROSION CONTROL (2) Page: C1.2 GRADING, DRAINAGE AND EROSION CONTROL Author: pjm File Name: Response Set.711 E. Cooper Ave.2018.10.08.pdf Show adequate turning motions in the parking area if the bollards remain in existing locations. If parking needs to be removed, how many spaces will be impacted? Page: C1.4 UTILITY PLAN Author: pjm File Name: Response Set.711 E. Cooper Ave.2018.10.08.pdf Add note: The conduit shall be inspected by an electrician prior to start of work to determine if quality is acceptable to reuse. If quality is not acceptable, new plans will need to be submitted to the City for review. C1.4 UTILITY PLAN (2) Page: C1.4 UTILITY PLAN Author: pjm File Name: Response Set.711 E. Cooper Ave.2018.10.08.pdf Confirm that locates show there is adequate conduit length to accommodate the light pole relocation shown. NOTE 1. LAYOUT UNLESS 11 ' - 0 " 3' - 0 " TY P . 5' - 6 " ADA VAN PARKING DETAIL RE 6/C1.5 20'-0" 2' - 0 " 4'-0" 11'-0 " 3'-3" 5'-0" 8'- 6 " 5'- 0 " The Association of Pedestrian and Bicycle Professionals standards for bike parking does not appear to be met. A minimum of 192" is required for bike parking stalls to stack as shown. Show that the standard is met. IRR IRR AS UT T O XS D XS D XS D XS D XS D XS D XS D XS D XS D XS D XS D D XSD XSD XSD XSD XS D XS D XS D XS D XS D XS D XE L XE L XE L XEL XEL XEL XEL XEL X 16 17 18 19 20 21 22 23 24 1+00 1+501+53 TOW:7935.61'BOW:7934.11' FG:7933.53' TOC:7934.50' LANDSCAPE AREAS (TYPICAL)REFERENCE LANDSCAPE DRAWINGS POSED SITE WALLDETAIL 5/C1.5) SUBJECT PROPERTY 26,999 SQ. FT. +/- 0.620 AC. +/- BLOCK 10618.74' ALLEY R.O. W . PAVED SU R F A C E STREET/ALLEY 7934 793 5 ARCHITECT & LANDSCAPE ARCHITECT EXISTING CLEANOUT(SEE NOTE 15 ON THISSHEET) LAST , PLY EXISTING CLEANOUT(SEE NOTE 15 ON THISSHEET)TOC:7934.13'TOC:7934.30' TOC:7934.11' TOW:7935.61'TOW:7934.78' OPOSEDWCUT LINEYPICAL) PROPOSED HANDICAP PARKING STRIPING(RE. DETAIL 6/C1.5) PROPOSEDWALL STEP PROPOSED MILLING EXTENTSRE: DETAIL 11/C1.6 EOA:7934.26'MATCH EX.EOA:7934.23'MATCH EX. TOW:7935.61'BOW:7934.21' 0.9%1.2% EOA:7933.85'MATCH EX. BOW:7933.91' FG:7933.08' 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 10 5 DRAINAGE DIRECTION/SLOPE SPOT ELEVATION EXAMPLE: TOP OF CONCRETE @ 7900.00' = BOW = BOTTOM OF WALL EOA = EDGE OF ASPHALT EX = EXISTING GRADE FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE FL = FLOW LINE GB = GRADE BREAK HP = HIGH POINT LP = LOW POINT MATCH EX = MATCH EXISTING RIM = RIM ELEVATION TBC = TOP BACK OF CURB TOC = TOP OF CONCRETE SPOT ELEVATION LEGEND XXX:XXX.XX' 2.0% TOC:7900.00' CONSENT OF THE PROPERTY OWNER INVOLVED. 9.ALL EXISTING AND PROPOSED GATE VALVES AND MANHOLE COVERS MUST BE ADJUSTED S TOP IS SET 12" BELOW FINAL GRADE. 10.COMPACTION IN EXCAVATED AREAS SHALL BE 95% MODIFIED PROCTOR DENSITY. 11.CONTRACTOR SHALL PROTECT ALL EXISTING TREES THAT ARE TO REMAIN. A TREE PRO MUST BE APPROVED BY CITY PARKS DEPARTMENT AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION IF APPLICABLE. 12.THE UTILITIES AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE R OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF U TO CONSTRUCTION. 13.ALL SPOT ELEVATIONS AND GRADING CONCEPTS SHALL BE FIELD VERIFIED PRIOR TO C ANY DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER OF RECORD AN ARCHITECT. 14.NO CROSS CONNECTIONS BETWEEN FOUNDATION DRAINS AND SURFACE DRAINS SHALL BE 15.THE CONTRACTOR SHALL PROVIDE VIDEO OF THE STORM DRAIN SYSTEM CONNECTING STORM SEWER FROM THE EXISTING BUILDING CLEANOUTS TO THE EXISTING MANHO STREET. 16.CITY MARKET SHALL OBTAIN A STORM SEWER MAINTENANCE AGREEMENT WITH THE CITY BE COORDINATED WITH THE ENGINEER OF RECORD. SITE BEN BASIS OF E DREXEL BA ON AN ELEV NGS STATIO BENCHMAR OF BLOCK 1 ASPEN BLO SHOWN ON SOPRIS EN The bollards were originally installed to provide a protected area for pedestrians and display items and the locations were approved as part of the planned development process. The locations shown do not match existing. Bollards shall remain at existing distance away from the building or a PD amendment may be required. XG A S GAS XGAS XUT XUTUTXUT FO XFO XS D XS D XS D XS D XS D XS D XS D XS D XS D XS D XS D XS D XS D XS D XS D XS D XE L XE L XEL XE L XEL XE L XE L XELXE XEL SUBJECT PROPERTY 26,999 SQ. FT. +/- 0.620 AC. +/- BLOCK 10618.74' ALLEY R.O . W . PAVED SU R F A C E SS TO STREET/ALLEY 7934 793 5 EXISTING CLEANOUT(SEE NOTE 15 ON THISSHEET) NCH 1.6) DRAINAG SPOT ELE EXAMPLE BOW = BO EOA = ED EX = EXIS FFE = FIN FG = FINI FL = FLOW GB = GRA HP = HIGH LP = LOW MATCH E RIM = RIM TBC = TO TOC = TO SPOT 15.THE STOR STRE 16.CITY BE C Show adequate turning motions in the parking area if the bollards remain in existing locations. If parking needs to be removed, how many spaces will be impacted? XWL XWL XWL XWL XWL XWL XWL XWL XWL XW XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL X E L XEL XEL XEL X CONTRACTOR TO USE EXISTING CONDUIT IF POSSIBLE TO PULL NEW ELECTRIC LINE FROM LIGHT POLE TO LIGHT POLE. IF CONDUIT IS NOT IN PLACE OR IS NOT USEABLE, CONTRACTOR TO INSTALL NEW CONDUIT FROM POLE TO POLE (1 12" SCH 40 PVC).CONTRACTOR TO COORDINATE WITH ENGINEER ANDCITY OF ASPEN ELECTRIC DEPARTMENT. COOPER AVENUE EXISTING LIGHTPOLE TO REMAIN Add note: The conduit shall be inspected by an electrician prior to start of work to determine if quality is acceptable to reuse. If quality is not acceptable, new plans will need to be submitted to the City for review. L XWL XWL XWL XWL XWL XWL XWL XWL 2' ' XSD EL XEL XEL XEL XEL X E L XE L XEL XEL XEL XEL XEL XEL XEL XEL L UEL EXISTING STREET LIGHT TO BE REMOVED AND RELOCATED,ELECTRIC LINES TO BE RE-ROUTED TO PROPOSED LOCATION AS SHOWN PROPOSED ELECTRIC LINE, CONDUIT TO BE 1 12" SCH 40 PVC OR MATCH EXISTING SIZE. CONTRACTOR TO LOCATE EXISTING LINE, USE EXISTING CONDUITWHERE POSSIBLE FOR NEW PULL, EXTEND OFFEXISTING CONDUIT IF USEABLE, AND PULL NEW LINE FROM LIGHT POLE TO THE EAST. CONTRACTOR TOSWEEP CONDUIT AROUND PROPOSED CURB INLETBOX AS NECESSARY.CONTRACTOR TO POSSIBLE TO PULL POLE TO LIGHT PO OR IS NOT USEAB CONDUIT FROM P CONTRACTOR TO CITY OF ASPEN EL Confirm that locates show there is adequate conduit length to accommodate the light pole relocation shown.