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Home My WebLink AboutIMPALA REDEVELOPMENT - PDP220005 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (2)UD IRR IRR IRR XXX X X X X X XXXXXXXXXXXXXXXXXXXXXXD D D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTXXXXXXXXXXBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBSOUTH IMPALA DRIVEWEST MULBERRY STREET IMPALA CIRCLE EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSION 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT ±31' FL-FL (TYP.) 26' FL-FL PROPOSED LANDSCAPE WALL12' CONCRETE TRAILPROPOSED 2' CONCRETE PAN PROPOSED UNDERDRAIN PROPOSED POND OUTLET STRUCTURE PROPOSED STORM DRAIN EXISTING 15" STORM DRAIN OLIVE STREET FFE=96.15 FFE=95.48 FFE=93.42 FFE=92.42 FFE=91.42 FFE=93.75 FFE=90.72 FFE=94.59 FFE=86.02 RAIN GARDEN BIOMEDIA AREA DETENTION POND 1 24' EMERGENCY ACCESS EASEMENT 51' ACCESS & UTILITY EASEMENT IMPALA CIRCLE EXISTING DRAINAGE OUTFALL PROPOSED 2' SIDEWALK CULVERT EXISTING 36" STORM DRAIN DETENTION POND 2 PROPOSED 2' CONCRETE PANPROPOSED 3' CONCRETE RUNDOWN PROPOSED RIP-RAP RUNDOWN PROPOSED STORM DRAIN FFE=93.59 RAIN GARDEN BIOMEDIA AREA EXISTING CONCRETE PAN EXISTING CONCRETE PAN EXISTING SIDEWALK CULVERT PROPOSED UNDERDRAIN PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALL PROPOSED LANDSCAPE WALLS PROPOSED RETAINING WALL PROPOSED SIDEWALK CULVERT OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER 408 S IMPALA DR. OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: EMPIRE GRANGE 148 2306 W MULBERRY ST. OWNER: KEELER, JACK LEE/ GAIL, MARGARET 2302 W MULBERRY ST. OWNER: RICKETTS, THERESA A. 2300 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: POUDRE R-1 SCHOOL DISTRICT OWNER: BAILEY, MICHAEL 2213 WOODFORD CT. OWNER: HAUAN, JAMES P/ PATRICIA A 2212 WOODFORD CT. OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: GODING, BRYAN T. 2218 W MULBERRY ST. OWNER: STEADMAN, VIVIAN LOUISE 2212 W MAGNOLIA CT. NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetIMPALA REDEVELOPMENTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R C 400OVERALL GRADING PLAN 13 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK KEYMAP C 401 C 402 C 403 UDUD XXXXXXXXXXXXXXXXXXXXXXXXXXXXD D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTST975085 (NAVD88)5084 (NAVD88)5083 (NAVD88)5082 (NAVD88)FFE=86.02 WEST MULBERRY STREET 5' SIDEWALK6' SIDEWALK12' CONCRETE TRAILDETENTION POND 2 PROPOSED STORM DRAIN EXISTING BUILDINGS (TYP.) PROPOSED 2' SIDEWALK CULVERT EXISTING 2' CONCRETE PAN EXISTING 15" STORM DRAIN EXISTING 36" STORM DRAIN EASEMENT EXCLUSION PROPOSED RIP-RAP RUNDOWN EXISTING 10' IRRIGATION EASEMENT 51.5' ACCESS & UTILITY EASEMENT EXISTING HEADWALL & OVERFLOW WEIR RAIN GARDEN BIOMEDIA AREA PROPOSED STORM DRAIN(86.86)(8 6 . 5 9 ) PROPOSED SAWCUT 83.4082.088 3 . 0 8 85.358 5 . 3 5 8 5 . 3 9 (83.05)84.8585.35 85.3584.54(84.62)84. 3 3 81.33(0.2%)(4.1%)(1.7%)(0.3%)2.3%(1.0%) 1.3%1.4%(1.4%)(0.4%)PROPOSED SAWCUT EXISTING VERTICAL CURB & GUTTER TIE TO EXISTING SIDEWALK EXISTING VERTICAL CURB & GUTTER EXISTING VERTICAL CURB & GUTTER OWNER: VON STROHEIM, ERICH 2310 W MULBERRY ST. OWNER: EMPIRE GRANGE 148 2306 W MULBERRY ST. OWNER: KEELER, JACK LEE/ GAIL, MARGARET 2302 W MULBERRY ST. OWNER: RICKETTS, THERESA A. 2300 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR.OWNER: SIKORSKI, MITCHELL ANDREW 2213 W MAGNOLIA CT. OWNER: GODING, BRYAN T. 2218 W MULBERRY ST. OWNER: VILLAGES, LTD. 400 IMPALA CIR. CITY OF FORT COLLINS 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 KEYMAP UPSheetIMPALA REDEVELOPMENTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK MATCH LINE - SEE SHEET C 402 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R C 403GRADING PLAN 16 C 401 C 402 C 403 XXX XXXXXX XX X XXX XXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXWW WW WWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WW WWWWWWWWWWWWWWWWWWWW WW WWWWWWWWWW WWWWWWWWWW WWWWIRRIRRIRR IRR IRR D D D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTXXXXXXXXXXTTTTT45088 (NAVD88)28975087 (NAVD88)5086 (NAVD88)5085 (NAVD88)5084 (NAVD88)5083 (NAVD88)5082 (NAVD88)5081 (NAVD88)5080 (NAVD88)POND 1 POND 2 100 101 OS1 IMPALA CIRCLE SOUTH IMPALA DRIVEWEST MULBERRY STREET IMPALA CIRCLE OLIVE STREET EXISTING 15" STORM DRAIN EXISTING 36" STORM DRAIN EXISTING 2' CONCRETE PAN EXISTING HEADWALL & OVERFLOW WEIR EXISTING HEADWALL & OVERFLOW WEIR CITY OF FORT COLLINS 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE OS1 200 OS2 100 OS4 102 101 OS3 C 500DRAINAGE EXHIBITHISTORIC17 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: 1.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED APRIL 13, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION SheetIMPALA REDEVELOPMENTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18 XXX X X X X X XXXXXXXXXXXXXXXXXXXXXXD D D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTXXXXXXXXXXW SS4 2897BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBOS1 102 200 OS2 101 OS3 100 101 OS1 102 UDTT T 200 OS3 OS4 OS2 EXISTING 10' EASEMENT IMPALA CIRCLE SOUTH IMPALA DRIVEWEST MULBERRY STREET IMPALA CIRCLE OLIVE STREET DETENTION POND 2 RAIN GARDEN 1 DETENTION POND 1 EXISTING 36" STORM DRAIN EXISTING 15" STORM DRAIN PROPOSED 6' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED OUTLET STRUCTURE EXISTING 2' CONCRETE PAN PROPOSED 2' SIDEWALK CULVERT PROPOSED RIPRAP RUNDOWN PROPOSED STORM DRAIN PROPOSED 4' CONCRETE RUNDOWN RAIN GARDEN 2 PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN OS4 PROPOSED 2' CONCRETE PAN 100 EXISTING HEADWALL EXISTING HEADWALL OS5 OS5 5088 (NAVD88)5087 (NAVD88)5086 (NAVD88)5085 (NAVD88)5084 (NAVD88)5083 (NAVD88)5082 (NAVD88)5081 (NAVD88)5080 (NAVD88)CITY OF FORT COLLINS 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR HIGH-RISK FLOOD FRINGE C 501DRAINAGE EXHIBIT18 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: 1.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED APRIL 13, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION SheetIMPALA REDEVELOPMENTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18