HomeMy WebLinkAboutGATEWAY APARTMENTS - PDP230001 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)UD UD
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E E E EEEXXXXXXXXXXXXXXXXXXXXX8153.7BFE=4905.9120' SANITARY SEWER EASEMENTBOXELEDER SANITATION DISTRICTBOOK 1299 PAGE 20513' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 20160018473PROSPECT RDSTREET BSTREET DSTREET ETRACT BTRACT A7087BFE=4903.007749 SBFE=4904.694284
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4030BFE=4902.243804BFE=4901.053742BFE=4900.807342 RBFE=4903.63BOXELDER CREEKNATURAL HABITATBUFFER ZONE (NHBZ)FEMA 100-YRFLOODPLAINFEMA 100-YRFLOODPLAINDRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 20160018474NATURAL HABITATBUFFER ZONE (NHBZ)PROPOSED 100-YRFLOODPLAINPROPOSED 100-YRFLOODWAYEROSION BUFFERLIMITS (TYP.)PROPOSED 100-YRFLOODPLAINPROPOSEDDRAINAGE EASEMENTDRAINAGE EASEMENTFEMA 100-YRFLOODWAYLEASINGOFFICE ANDCLUBHOUSEBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8BUILDING 9BOXELDER CREEK100-YR OVERFLOWCHANNELBOXELDER CREEKGARAGE 1GARAGE 2GARAGE 5GARAGE 6GARAGE 3GARAGE 4DETENTIONPOND FDETENTIONPOND ETF=4913.51TF=4912.51TF=4913.65TF=4912.65TF=4911.27TF=4911.27TF=4909.90TF=4909.90TF=4909.64TF=4909.64TF=4909.80TF=4908.80TF=4910.60TF=4910.60TF=4909.60TF=4909.60TF=4912.54TF=4911.54TF=4906.29LOW PRP. GAR.SLAB=4909.05LOW PRP. GAR.SLAB=4910.11LOW PRP. GAR.SLAB=4909.60LOW PRP. GAR.SLAB=4911.25LOW PRP. GAR.SLAB=4909.03LOW PRP. GAR.SLAB=4908.64LOW PRP. GAR.SLAB=4908.58LOW PRP. GAR.SLAB=4908.24LOW PRP. GAR.SLAB=4908.31LOW PRP. GAR.SLAB=4908.53LOW PRP. GAR.SLAB=4908.36LOW PRP. GAR.SLAB=4908.54LOW PRP. GAR.SLAB=4908.39LOW PRP. GAR.SLAB=4910.05LOW PRP. GAR.SLAB=4910.497999.7BFE=4905.85CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADORNORTH( IN FEET )1 inch = ft.Feet060 6060120 180KEYMAPXPROSPECT RDC6.0016FLOODPLAINEXHIBITOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADONOT FORCONSTRUCTIONThese 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.EHTRONRNEXISTING ELECTRICELEGEND:GTEXISTING STORM SEWERSTEXISTING TELEPHONEEXISTING GAS1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIESARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES ANDMATERIAL.3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TOSCALE.4. ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THEREQUIREMENTS OF CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.5. ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT(ROADS, CURB_CUTS, DRIVEWAYS, SIDEWALKS, TRAILS, VEGETATION, ETC.)IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NO_RISECERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONALENGINEER LICENSED IN THE STATE OF COLORADO.6. ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONEMUST BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY APROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO.7. PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXPROPERTY BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR50155013BUFFER ZONEBLEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYEXISTING TOP OF BANKEXISTING EDGE OF WATERNATURAL HABITAT BUFFER ZONEPROPOSED 100-YR FLOODPLAINPROPOSED CROSS-SECTION9314BFE=4910.77PROPOSED 100-YR FLOODWAYNOTES:PROJECT BENCHMARKS:BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-01LOCATED ON SOUTH SIDE OF PROSPECT ROAD, EAST OF THE INTERSECTIONOF THE WEST FRONTAGE ROAD OF I-25 AND PROSPECT ROAD, EAST OF THECOLORADO WELCOME CENTER, ON A CONCRETE HEADWALL TO AN IRRIGATIONPIPE.ELEVATION: 4904.41 (NAVD 88 DATUM)BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 47-01LOCATED ON SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ONTHE WEST END OF THE PARAPET WALL TO THE BRIDGE (B16 AM) OVER I-25, ONA DEPT OF HIGHWAY BRASS CAP. ELEVATION: 4934.13 (NAVD 88 DATUM)RESIDENTIAL/GARAGE DETAILFLOODPLAIN BUILDING REGULATION SUMMARYFOR FLOODPLAIN REVIEW ONLYNOT FOR CONSTRUCTIONC6.00Pleaseincludecross-sections welevations.as well asthe bfe lines