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Home My WebLink AboutJEROME STREET STATION - PDP210009 - DOCUMENT MARKUPS - ROUND 4 - UTILITY PLANSVAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFICVAULT VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEEEEEEEEVAULT ELEC CONTROLIRR CONTROL IRR GASEE EEEFOFOFOFOFOOHUOHUOHUE E E EE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GAS 24' - ALL KINDS INVESTMENTS, 910 N COLLEGE AVE BOWL FORT COLLINS LLC 830 N COLLEGE AVE LAND W PROPERTIES 742 N COLLEGE AVE 85' ROW 50' -8" SIDEWALK30' EMERGENCY ACCESS & UTILITY EASEMENT 5' SIDEWALK20' - EXISTING 30' UTILITY & DRAINAGE EASEMENT PROPOSED 30' SEWER LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTH EXISTING 10' DRAINAGE EASEMENT LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH EXISTING 30' GAS LINE EASEMENT 26' - 8' PAN 8' PAN PEDESTRIAN RAMP PEDESTRIAN RAMPPEDESTRIAN RAMP PROJECT BOUNDARY PEDESTRIAN RAMP PEDESTRIAN RAMP PEDESTRIAN RAMP PEDESTRIAN RAMP PEDESTRIAN RAMP 8' SIDEWALK 8' SIDEWALK 15' CRUSHER FINES TRAIL 5' SIDE W A L K 5' SIDEWALK 15' ACCESS DRIVE 5' S IDEWALK 8' SIDE W A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 20' - 20' EMERGENCY ACCESS & UTILITY EASEMENT EMERGENCY ACCESS & UTILITY EASEMENT (WIDTH VARIES) UTILITY & MAINTENANCE EASEMENT (WIDTH VARIES) 26' EMERGENCY ACCESS EASEMENT 5' SIDEWALKBUILDING 10 (7-PLEX) BUILDING 11 (7-PLEX) BUILDING 12 (4-PLEX) BUILDING 9 (6-PLEX) BUILDING 8 (7-PLEX) BUILDING 6 (7-PLEX) BUILDING 7 (6-PLEX) BUILDING 5 (4-PLEX)BUILDING 4 (5-PLEX) BUILDING 2 (4-PLEX) BUILDING 3 (4-PLEX) BUILDING 1 (6-PLEX)5' SIDEWALKNORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)100 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE)500 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE)100 YR FLOODPLAIN (CURRENT EFFECTIVE)500 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) PROPOSED 25' UTILITY EASEMENT 15' ACCESS DRIVE 6' UTILITY EASEMENT 6' UTILITY EASEMENT TRACT B AD&UE TRACT A AD&UE TRACT B AD&UE TRACT A AD&UE TRACT A AD&UE 5' UTILITY EASEMENT EXISTING 20' SEWER LINE EASEMENT EXISTING 20' SEWER LINE EASEMENT EXISTING 15' DRAINAGE EASEMENT EXISTING 30' UTILITY EASEMENT SheetJEROME STREET STATIONThese 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 SETof 14 PV1 PAVING PLAN4 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS REPAIR STANDARDS. 4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO LARIMER COUNTY URBAN AREA STREET STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NHBZ. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT ASPHALT PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: CONCRETE PAVING 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 CRUSHER FINES TRAIL THIS PARKING AREA SHOULD BE CONCRETE. THE MAINTENANCE RESPONSIBILITY WILL BE BY THE DEVELOPER/PROPERTY OWNER. PROVIDE CONCRETE GUTTER PAN TO MAINTAIN FLOWLINE AND BETTER DELINEATE THE PARKING AREA THE ROW IS 76' WIDE WITH A 9' UTILITY EASEMENT, NOT 85' ROW. REVISE LABELS ON ALL SHEETS. City of Fort Collins Development Review Engineering Tim Dinger, P.E. Date: 08/09/2022 VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE TRAFFICVAULT VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRD D D D D / / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEEEEEEEEST ST ST ST STVAULT ELEC D CONTROL IRR CONTROL IRR GASEE EEEFOFOFOFOFOOHUOHUOHUFE S E E E ELID MHE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /F E SFE SFE SST STST GAS D ST ST ST ST STSTNORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)UDUD UD UD 26' - 85' ROW 50' - EXISTING 30' UTILITY & DRAINAGE EASEMENT EXISTING 20' SEWER LINE EASEMENT EXISTING 10' DRAINAGE EASEMENT LAKE CANAL EASEMENT PER PLAT OF OLD TOWN NORTH EXISTING 30' GAS LINE EASEMENT LAKE CANAL COMPANY EASEMENT PER PLAT OF OLD TOWN NORTH PROJECT BOUNDARY PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED STORM LINE PROPOSED DETENTION POND-2 0.44 ACRE-FT OUTLET STRUCTURE RIPRAP (TYP.) PROPOSED SIDEWALK CHASE (TYP.) PROPOSED SIDEWALK CHASE (TYP.) PROPOSED DETENTION POND-1 0.11 ACRE-FT PROPOSED CURB CUT (TYP.) j1 g h l k d c b j f a BUILDING 1 (6 PLEX) BUILDING 3 (4 PLEX) BUILDING 2 (4 PLEX) BUILDING 7 (6 PLEX) BUILDING 6 (7 PLEX) BUILDING 8 (7 PLEX) BUILDING 9 (6 PLEX) BUILDING 10 (7 PLEX) BUILDING 11 (7 PLEX) BUILDING 12 (4 PLEX) BUILDING 6 (4 PLEX) BUILDING 4 (5 PLEX) A 1.87 ac. J1 0.75 ac F 0.46 ac C 1.43 ac E 1.18 ac B 0.31 ac D 0.36 ac J2 0.16 ac G 0.40 ac H 0.04 ac I 0.98 ac J 0.04 ac K 0.02 ac L 0.06 ac PROPOSED NORTH RAIN GARDEN PROPOSED SOUTH RAIN GARDEN EXISTING CONCRETE CULVERT e j2 FFE=71.29 FFE=71.56 FFE=72.22 FFE=69.70 FFE=69.98 FFE=68.91 FFE=68.92 FFE=69.06 FFE=68.88 FFE=68.00 FFE=67.28 FFE=69.47 CONCRETE WEIR SLOPE PROTECTION (SCOUR-STOP) CONCRETE WEIR SLOPE PROTECTION (SCOUR-STOP) SLOPE PROTECTION (SCOUR-STOP) PROPOSED SIDEWALK CHASE (TYP.) PROPOSED SIDEWALK CHASE (TYP.) PROPOSED SIDEWALK CHASE (TYP.) PROPOSED SIDEWALK CHASE (TYP.) PROPOSED SIDEWALK CHASE (TYP.) PROPOSED JEROME RAIN GARDEN 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE)500 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE)500 YR FLOODPLAIN (CURRENT EFFECTIVE) 100 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) 500 YR FLOODPLAIN (CURRENT EFFECTIVE) i NHBZ BOUNDARY DR1DRAINAGE EXHIBIT13 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 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 JULY 20TH, 2022 FOR ADDITIONAL INFORMATION. 2.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100 YEAR AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 3.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 4.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED_USE STRUCTURES IS PROHIBITED IN THE POUDRE RIVER 100_YEAR FLOODPLAIN. 5.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100_YEAR FLOODPLAIN. 6.AT_RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100_YEAR FLOODPLAIN. 7.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL A LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN RISK THAT WE CONTINUE THROUGH THE PLANNING PROCESS. 8.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100 YEAR AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 9.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 10.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS PROHIBITED IN THE POUDRE RIVER 100YEAR FLOODPLAIN. 11.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100YEAR FLOODPLAIN. 12.AT RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100YEAR FLOODPLAIN. 13.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL A LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN RISK THAT WE CONTINUE THROUGH THE PLANNING PROCESS. 6.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NHBZ. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION SheetJEROME STREET STATIONThese 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 SETof 14 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 UDPROPOSED UNDERDRAIN C2 C100 Q2 (cfs) Q100 (cfs) SEE COMMENT ON PAVING PLAN SHEET