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Boulder County, CO <br />04104510 <br />Page 5 of 13 <br />ME t44 2 0A <br />ME f43 44- <br />0 <br />CIS <br />▪ ME t 43 20 <br />1 <br />U <br />HP 43 00_\ <br />I <br />FL 42 34 <br />1' SWALE) <br />vv� <br />11.71 F <br />1'-WIDE SWALE <br />ME +43 20— <br />'.06% <br />LP 41 58 <br />24" NYLOPLAST — - <br />INLET <br />FL 42 37 <br />1' SWALE <br />ME t43 34� <br />a <br />0 <br />FG 43 06 <br />—FG 43 06 <br />FG 43 15 <br />@ BLDG <br />v <br />1'-WIDE SWALE <br />SEE DETAIL 5 SHEET C1.1 <br />////////////// <br />RAILROAD AND DRAINAGE <br />EASEMENT BY FLAT <br />32, <br />9.71% <br />1 ;.92% <br />-— <br />ME t14346 <br />SIGN A —� 1 \FL 42 34 <br />1 <br />MN EN <br />FG 42 94 <br />@ BLDG <br />FG 42 65 <br />@ BLDG <br />FG 42 65 <br />@ BLDG <br />FG 43 08 <br />@ BLDG <br />FG 43 1 5 <br />@ BLDG <br />TRASH ENCLOSURE AREA <br />FG 42 65 <br />@ BLDG <br />FG 43 15 <br />///7/D <br />G77 <br />//////// <br />5343.0 / <br />d <br />d <br />i— — EN— IN EN NE <br />15-FL 42 57 <br />1 <br />FL 42 47 <br />FL 42 47 <br />ME t43 57� <br />ME t43 40— <br />ME t43 33J <br />1 yt'- <br />FL 42 46 <br />MEt4374 <br />MN MN NM ME MN MN <br />ME t 42 94 <br />/ <br />/ <br />RED GOLD BOTTLING CORPORATION PLANNED <br />UNIT DEVELOPMENT, 1ST AMENDMENT <br />LOT 9, BLOCK 1, COLORADO TECHNOLOGICAL CENTER, FIRST FILING, <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO. <br />12" NYLOPLAST INLET <br />FL 41 58 <br />5343.0 <br />5342.5�� <br />5342.0 I <br />342.0. <br />////////////// <br />I / <br />FG 42 65 <br />@ BLDG <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />LOUISVILLE FLEX OFFICE <br />FFE 5343.15 <br />FG 43 1 5 <br />@ BLDG <br />SIGN A <br />///////// <br />CONCRETE RAMP <br />10 0' ACCESS & <br />rMAINTENANCE EASEMENT <br />b*5491- <br />I <br />ii 1 I <br />/ 41 61 1 FL 41 89 <br />1 ' SWALE—f <br />1' <br />.30 00' SANITARY EASEMENT — <br />- SIGN A <br />\ ME t 42 73 <br />±52 LF 18" HDPE <br />PROPOSED CDOT <br />TYPE 13 INLET <br />LP 41 56 <br />1 ±16 LF 12" HDPE <br />12" NYLOPLAST <br />INLET r SIGN A <br />=Aril= .. 1.16%. — <br />ME t42 <br />SWALE,\I ±62 LF 12" HDPE <br />1'-WIDE SWALE <br />CASE # PUD-000519-2024 <br />24" NYLOPLAST JUNCTION - <br />STRUCTURE W/ SOLID COVER <br />FL 41 85 <br />1' SWALE \ <br />5342.5 <br />///////////////// ,4B <br />FG 42 62 <br />@ BLDG <br />2' WIDE CONCRETE PAN (TYP.) <br />4" ROOF DRAIN CONNECTION <br />INV OUT: 5338.35' <br />APPROXIMATE EXTENTS OF POND LINER <br />MIN. 8 FT FROM BUILDING <br />REFER TO STRUCTURAL PLANS FOR DETAIL <br />DETENTION POND WITH RETAINING WALLS AND RAILING <br />SEE ARCHITECTURAL PLANS FOR RAILING DETAIL / <br />/ <br />/ <br />\ \\ \\ <br />5343.0 <br />mEN.rINN iimmT I ENENmsmo.XENmsmo.uOw_ 1yim-------.�•------•1---- •- <br />IS \ . / / / / \ 24" NYLOPLAST <br />j 2,5\ ' / / ACCESSIBLE ROUTE JUNCTION STRUCTURE <br />I �� / / �/ / / W/ SOLID COVER <br />—\ �v, // i 53a2.5 <br />/ / G \ ±25 LF 24" HDPE <br />% 0, 8.0' _ _ 8.5' <br />/ <br />/ <br />/ <br />/ <br />CONCRETE RAMP <br />4" ROOF DRAIN CONNECTION <br />INV OUT: 5338.23' <br />/ 4" ROOF DRAIN CONNECTION <br />INV OUT: 5338.18' <br />±18 LF 24" HDPE <br />INSERTA TEE <br />ROOF DRAIN CONNECTIONS (TYP.) <br />REFER TO MECHANICAL PLANS FOR DETAIL <br />±10 LF 4'' ROOF DRAIN <br />CONNECTION W/ CLEANOUT <br />INV OUT: 5339.35' <br />24'' NYLOPLAST <br />JUNCTION STRUCTURE <br />W/ SOLID COVER <br />STORM CLEANOUT (TYP.) <br />SEE DETAIL SHEET C5.5 <br />±10 LF 4" ROOF DRAIN <br />CONNECTION W/ CLEANOUT <br />INV OUT: 5339.42' <br />INSERTA TEE <br />//////////////// <br />±70.67' <br />6.99' - <br />- CONTRACTOR TO LOWER EX FIBER <br />MANHOLE LID RIM AND RAISE EX <br />ELECTRICAL MANHOLE LID RIM TO <br />PROPOSED GRADE AND <br />0.49% <br />ME 78 <br />HP 42 25 <br />HP 41 88 <br />l'-WIDE SWALE <br />1/24 <br />0.95% <br />ME a 41 <br />19.0' (TYP.) <br />cCi <br /><10 <br />FL 41 09 <br />FL 4063 <br />549)3 LP 41 36 <br />Sk <br />PROPOSED CDOT <br />FG 41 2 <br />cNi <br />10 <br />J 1 <br />TBOC 40 86 <br />Epp mir_ip MN I= <br />TYPE 13 INLET <br />±16 LF 12" HDPE <br />FL 41 86 FL 41 50 <br />m3.9470 miFL =40 661m FL.:0001 <br />FL 41 46 j <br />SWALE <br />1.06% <br />12" NYLOPLAST <br />INLET <br />FL 41 410 j <br />SWALE <br />5 <br />DO' <br />774 <br />41 96 <br />1 SWALE <br />7 <br />5'-WIDE MAINTENANCE <br />ACCESS ROAD W/ 12" <br />THICK ABC <br />I I II <br />20 00' TELECOM EASEMENT <br />±12 LF 12" HOPE <br />12' NYLOPLAST INLET <br />LP 41 33 L FG 4- 38 <br />SPILLWAY/CONCRETE <br />SIDEWALK <br />100-YR WSEL: 5341.28' <br />2-FT WIDE CONCRETE <br />V-SHAPE TRICKLE CHANNEL <br />SEE DETAIL SHEET C6.0 <br />OUTLET STRUCTURE <br />CDOT TYPE D INLET <br />LF 18" RCP <br />PROPOSED 5' CDOT <br />STORM MANHOLE <br />FL 41 63 <br />'',...............;,7 rj ,i / <br />EX 7 8' STOR71/1 <br />SEWER <br />0 <br />.77 <br />FG 39 97 <br />FL 40 06 <br />cri <br />16 <br />6.95' <br />MATCH EXISTING \ <br />TBOC (TYP.) <br />5.50' SIDEWALK <br />EASEMENT <br />CONTRACTOR TO ADJUST <br />EX STORM MANHOLE TO <br />PROPOSED GRADE <br />34.00' <br />ME <br />1E41/ <br />tri <br />ASPHALT PATH <br />MATCH EXISTING <br />GRADES <br />LEGEND <br />EXISTING PROPOSED <br />PROPERTY UNE <br />SUBDIVISION LINES <br />EASEMENT LINES <br />CATCH CURB & GUTTER <br />SPILL CURB & GUTTER <br />CONTOURS <br />I CONCRETE PAVEMENT <br />TOW=41 .50 <br />ASPHALT PAVEMENT <br />BUILDINGS <br />STORM SEWER <br />ACCESSIBLE ROUTE <br />BOW=37.21 <br />FFE=43.1 5 <br />MQM <br />BOW=39.44 <br />BOW=38.08 <br />CONCRETE <br />RETAINING WALL <br />NORTH WALL <br />BOW=37.04 <br />TOW=42.55 <br />TOW= <br />BOW=38.63 <br />CONCRETE <br />RETAINING WALL <br />SOUTH WALL <br />WALL ELEVATIONS <br />SCALE NOT TO SCALE <br />NOTES: <br />ALL PROPOSED STORM SEWER IS PRIVATELY OWNED <br />AND MAINTAINED. <br />ALL SPOT GRADES ARE FLOW LINE UNLESS <br />OTHERWISE NOTED. <br />GRADING ABBREVIATION: <br />BOW <br />EOC <br />FG <br />FL <br />HP <br />LP <br />ME <br />TBOC <br />TOW <br />- BOTTOM OF WALL <br />- EDGE OF CONCRETE <br />- FINISHED GRADE <br />- FLOWLINE <br />- HIGH POINT <br />- LOW POINT <br />- MATCH EXISTING <br />- TOP BACK OF CURB <br />- TOP OF WALL <br />EXISTING UTILITY LOCATIONS: <br />COLLINS ENGINEERS INC. ASSUMES NO <br />RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS <br />(HORIZONTAL OR VERTICAL). THE EXISTING <br />UTILITIES SHOWN ON THIS DRAWING HAVE BEEN <br />PLOTTED FROM THE BEST AVAILABLE INFORMATION. <br />IT IS HOWEVER THE RESPONSIBILITY OF THE <br />CONTRACTOR TO FIELD VERIFY THE LOCATION OF <br />ALL UTILITIES PRIOR TO THE COMMENCEMENT OF <br />ANY CONSTRUCTION ACTIVITIES. <br />10 8 6 4 2 0 5 10 <br />11 <br />NO <br />PARKING <br />FIRE <br />LANE <br />NO PARKING FIRE LANE <br />(DOUBLE ARROW) SIGN <br />SCALE NOT 0 SCALE <br />CURRENT SUBMISSION: PUD AMENDMENT RESUB. #2 <br /># DATE SUBMISSION <br />D 03/20/25 PUD AMENDMENT RESUB. #2 <br />BECK ARCHITECTURE, LLC <br />1001 17TH STREET <br />SUITE PL100 <br />DENVER, CO 80202 <br />PH: (303) 466-9665 <br />GRADING PLAN <br />SHEET 5 OF 12 <br />