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Home My WebLink AboutBLOCK 23 MORNINGSTAR - FDP200027 - - DRAINAGE RELATED DOCUMENTUDUDUDUDUDUDUDG FUDUDUDFDC AHEAD R R G CONTROL IRR CONTROL IRR CONTROL IRR CHERRY ST N COLLEGE AVEMAPLE STN MASON STSENIOR LIVING BUILDING FFE=80.51 FFE=79.21 81.48 79. 4 1 77.8378.00 77.82 78.7879.82 PROPOSED RAMP 80. 9 8 80.51 79.80 75.2075.28 75.29 80.4280.51 79.12 PROPOSED OUTLET STRUCTURE PROPOSED INLET PROPOSED INLET PROPOSED RAIN GARDEN PLANTER & UNDER DRAIN PROPOSED UNDER DRAIN PROPOSED SC-740 STORMTECH CHAMBERS 78.7379.072 . 8% 2.0 % 0. 7% 0.7% EXISTING INLET4:1PARKING GARAGE PROPOSED AREA INLET OLD TOWN FLATS LLC 310 N MASON ST FORT COLLINS, CO 80524 80. 7 9 0.9%79.290.8%1.7%0.5%PROPOSED 2' SIDEWALK CHASE UNION PAC IF IC RAILROADBURLINGTON NORTHERN RAILROAD30' RAILROAD EASEMENT REC. NO. 89053240 6' SIDEWALK6' SIDEWALK MATCH EXISTING CURB & GUTTER MATCH EXISTING FLOW LINE MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER PROPOSED SAWCUT PROPOSED SAWCUT PROPOSED SAWCUT PROPOSED SAWCUT PROPOSED STORM DRAIN PROPOSED SAWCUT PROPOSED INLET 2.0%79.81 EXISTING INLET PROPOSED ACCESS RAMPS EXISTING ACCESS RAMP PROPOSED ACCESS RAMPS PROPOSED ACCESS RAMP 77.83 78.11 TIE TO EXISTING 81.36 78.29 BOT 78.5578.8477.69 80.35 80.44 80.8381.0480.96 PROPOSED RAIN GARDEN PLANTER & UNDER DRAIN PROPOSED RAIN GARDEN PLANTER & UNDER DRAIN2.0%78.35 80.0078.51 78. 7 2 BO T 78. 5 5 BO T 78.80 79.6879.71 TOP 3.3%2.1%79.6380.51 80.27 79.70 79.13 PROPOSED RETAINING WALL 2 . 8% 79.36 79.34 80.09 80.21 79.6978.8579.347 9 . 4 30.5%7 9 . 4 279.1779.05PROPOSED LANDSCAPING WALL PROPOSED TAPERED STAIRS 2.0% 2.3% 1.9% 2.0% 3 . 4%3.1%2.1% 3.1%2.5% 1.4%1.6% 2' CONCRETE RIBBON CURB 2' CONCRETE RIBBON CURB 1.4%1.9% 1.4%2.0% 78.85 TOP 77.90BOT78.90 TOP COURTYARD COURTYARD 79.70 79.38 79. 5 279.2979.78(81.48)(8 0 . 9 8 ) 2.1%80.518 0 . 5 1 80.35 TOP LOBBY 77.77 77.35 PROPOSED INLET 2.9%2.0%2.0% 1.0%2.1% 2.3%79.7079.6679.5078. 6 5 BO T 78.77 BOT 81.0480.5880.1379.6779.21 79.21 79.21 7 9 . 2 1 2 . 8% 78. 9 7 2. 6 %3.4%6.2%1.4%2.1%2.2% 2.0% 2.0% 2.0%3.3%2.0%80.42(77.00)78.14 77.2077.9678.4978.06PROPOSED STAIRS PROPOSED STAIRS1.6%1.9%79.06 FFE=80.51 STEP IN FINISHED FLOOR ELEVATION79.28PROPOSED AREA INLET 79.0579.4979.2481.11 2' CONCRETE RIBBON CURB PROPOSED INLET PROPOSED INLET 79.3879.4779. 5 679.9480.12PROPOSED CONCRETE MEDIANPROPOSED SAWCUT 83.14 80.32 80.00 81. 2 8 82. 0 6 79. 8 7 8.6 % 10.3% 6.7%2.5%78.3878. 7 7 78.3177.8378.0878. 7 8 79. 0 0 78. 7 7 PROPOSED 6" CURB PROPOSED 6" CURB 78.3878.6381.6078.6681.6081.6078.7078.1478.3077.9777.7579.3078.5378. 2 3 77.6378.7680.27 TOW 80.27 TOW 80.28 TOW 80.27 TOW 0.8%1.9%79.26SheetMORNINGSTAR/BLOCK 23These 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 7 C400GRADING PLAN6 NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 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 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.ADD 5000-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS, WHERE TRUNCATED. 7.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS, LANDSCAPING WALLS, SEATWALLS, RAILINGS, AND PLANTERS. 8.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 9.ALL PIPE PENETRATIONS THROUGH CONCRETE WALLS SHALL HAVE WATERTIGHT SEAL. 10.REFER TO STRUCTURAL PLANS FOR CONCRETE WATER-PROOFING TREATMENT REQUIREMENTS IN DETENTION VAULT. NOTES: 2.0% (47.45 ) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER