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Home My WebLink AboutTHE HUB ON CAMPUS - PDP - PDP160038 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS1 OF 9 THE HUB COLORADO STATE 1415 W. ELIZABETH STREET FORT COLLINS, CO 80521 ORIGINAL FIELD SURVEY: JAMES S. DAVENPORT PARTNER ENGINEERING AND SCIENCE, INC. CAXTON BUILDING 812 HURON RD., SUITE 690 CLEVELAND, OH 44115 DATE: 09/29/2016 SUBSURFACE EXPLORATION BY: DAVID RICHER EARTH ENGINEERING CONSULTANTS, LLC 4396 GREENFIELD DRIVE WINDSOR, CO 80550 DISCLAIMER STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED FOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. CERTIFICATION STATEMENT: I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. NOVEMBER 2016 CONTACT INFORMATION SHEET INDEX PROJECT TEAM: OWNER CHAD MATESI CORE FORT COLLINS 1415 ELIZABETH, LLC 2234 W. NORTH AVENUE CHICAGO, IL 60647 TEL: 773-969-5748 APPLICANT SAM COUTTS RIPLEY DESIGN, INC. 419 CANYON AVE., #200 FORT COLLINS, CO 80521 TEL: 970-224-5828 ARCHITECT GRANT BRANDENBURG WARE MALCOMB 1600 CHAMPA STREET, SUITE 350 DENVER, CO 80202 TEL: 630-570-6765 LANDSCAPE ARCHITECT SAM COUTTS RIPLEY DESIGN, INC. 419 CANYON AVE., #200 FORT COLLINS, CO 80521 TEL: 970-224-5828 2 OF 8 THE HUB COLORADO STATE 1415 W. ELIZABETH STREET FORT COLLINS, CO 80521 GENERAL NOTES ² ² ¶ µ ³ ³ ³ ² Know what's below. Call before you dig. TWO STORY FRAME SPLIT LEVEL W/WALKOUT 648$5()((7 BUILDING HEIGHT: 34.5' 1415 WEST ELIZABETH STREET FOUND #4 REBAR LOT 1, FAIRVIEW SHOPPING CENTER LOT 1, TWO STORY BRICK W/FRAME 648$5()((7 BUILDING HEIGHT: 28.3' 1415 WEST ELIZABETH STREET FOUND 1" BRASS TAG L.S. NO. 37963 FOUND #4 REBAR FOUND 1 1/4" YELLOW PLASTIC CAP L.S. NO. 27927 ASPHALT ASPHALT SS MH RIM=44.39 INV IN (8" W)=36.04 INV IN (8" S)=36.14 INV OUT (8" E)=35.99 STM INLET RIM=41.17 INV (4" W)=39.34 BOTTOM=37.89 SS MH RIM=40.06 INV.IN (8" E)=32.37 INV IN (8" W)=32.33 INV IN (8" S)=32.33 INV.OUT (8" N)=32.20 STM MH RIM=39.23 INV IN (12" W)=34.88 INV IN (15" S)=34.45 INV OUT (15" E)=34.38 SS MH RIM=38.88 INV IN (8" S)=31.10 INV IN (8" N)=31.70 INV OUT (10" E)=30.97 WATER MH RIM=38.43 INV THRU=33.45 BOTTOM=33.03 STM MH RIM=40.85 INV IN (12" S)=36.10 INV IN (12" W)=35.85 INV OUT (12" E)=35.80 ASPHALT ASPHALT STM GRATE GRATE=39.05 INV (4" SE)=38.36 FULL OF SILT THE HUB COLORADO STATE 1415 W. ELIZABETH STREET FORT COLLINS, CO 80521 THE HUB - 1415 W. ELIZABETH STREET LOT 2, FAIRVIEW SHOPPING CENTER; AND LOT 2, POTT'S P.U.D., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. EXISTING ELIZABETH STREET CORRIDOR SCALE: 1" = 10' PROPOSED ELIZABETH STREET CORRIDOR IMPROVEMENTS SCALE: 1"= 10' :(67(/,=$%(7+675((7 :(67(/,=$%(7+675((7 5 OF 9 ELIZABETH STREET CORRIDOR PLAN SALES RETAIL SPACE RESIDENTIAL RESIDENTIAL ELIZABETH STREET PRIVATE DRIVE PARKING GARAGE UPTOWN PLAZA REDEVELOPMENT (REFERENCE ONLY) FFE: 40.50 FFE: 40.50 FFE: 40.50 6 OF 9 THE HUB COLORADO STATE 1415 W. ELIZABETH STREET FORT COLLINS, CO 80521 THE HUB - 1415 W. ELIZABETH STREET LOT 2, FAIRVIEW SHOPPING CENTER; AND LOT 2, POTT'S P.U.D., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. GRADING PLAN GRADING NOTES NORTH GRADING LEGEND Know what's below. Call before you dig. SS MH RIM=44.39 INV IN (8" W)=36.04 INV IN (8" S)=36.14 INV OUT (8" E)=35.99 STM MH RIM=39.23 INV IN (12" W)=34.88 INV IN (15" S)=34.45 INV OUT (15" E)=34.38 SS MH RIM=38.88 INV IN (8" S)=31.10 INV IN (8" N)=31.70 INV OUT (10" E)=30.97 STM MH RIM=40.85 INV IN (12" S)=36.10 INV IN (12" W)=35.85 INV OUT (12" E)=35.80 STM AREA DRAIN GRATE=38.32 INV IN (6" E)=36.62 INV OUT (6" N)=36.59 WATER MH STM MH NOT LOCATED BY SURVEYOR STM GRATE NOT LOCATED SS MH RIM=44.47 INV IN (8" S)=36.37 INV OUT (8" N)=36.27 ST MH RIM=41.01 INV IN (12" W)=35.01 INV IN (15" S)=34.91 INV OUT (15" N)=34.86 SALES RETAIL SPACE RESIDENTIAL RESIDENTIAL ELIZABETH STREET PRIVATE DRIVE PARKING GARAGE UPTOWN PLAZA REDEVELOPMENT (REFERENCE ONLY) FFE: 40.50 FFE: 40.50 FFE: 40.50 SANITARY STRUCTURE TABLE STORM STRUCTURE TABLE SANITARY STRUCTURE TABLE 7 OF 9 THE HUB COLORADO STATE 1415 W. ELIZABETH STREET FORT COLLINS, CO 80521 8 OF 9 THE HUB COLORADO STATE 1415 W. ELIZABETH STREET FORT COLLINS, CO 80521 THE HUB - 1415 W. ELIZABETH STREET LOT 2, FAIRVIEW SHOPPING CENTER; AND LOT 2, POTT'S P.U.D., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. CONSTRUCTION DETAILS 6" CURB & GUTTER N.T.S. ASPHALTIC PAVEMENT SECTION N.T.S. CONCRETE PAVEMENT SECTION N.T.S. CONCRETE SIDEWALK N.T.S. SANITARY/STORM CLEAN-OUT N.T.S. Minimum 30-mil HDPE Impervious Membrane 2" Bedding Layer of Crushed #8 Rock Minimum 4" Layer of #57 Base Minimum 12" Layer of #2 Rock Sub-Base Interlocking Concrete Edge Restraint Pavers 1 8" Hand-Tight Joints Perforated PVC Pipe Sub-drain (Optional Depending on Underlying Soil Conditions) Undisturbed Soil Swale Topsoil STANDARD 30X30 RED STOP SIGN "J" 30"x30" 9 OF 9 THE HUB COLORADO STATE 1415 W. ELIZABETH STREET FORT COLLINS, CO 80521 THE HUB - 1415 W. ELIZABETH STREET LOT 2, FAIRVIEW SHOPPING CENTER; AND LOT 2, POTT'S P.U.D., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. CONSTRUCTION DETAILS BEDDING REQUIRMENTS WW-1 SERVICE WYE DETAIL WW-9 SEWER JOINT ENCASEMENT WW-7 STANDARD MANHOLE WW-3 THE HUB - 1415 W. ELIZABETH STREET LOT 2, FAIRVIEW SHOPPING CENTER; AND LOT 2, POTT'S P.U.D., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. UTILITY PLAN NORTH UTILITY NOTES UTILITY LEGEND Know what's below. Call before you dig. STM GRATE GRATE=38.84 INV (10" S)=36.26 STM INLET RIM=41.12 INV (3" E)=39.54 BOTTOM=37.89 STM GRATE GRATE=36.89 INV OUT (NE 6")=34.40 STM AREA DRAIN GRATE=38.32 INV IN (6" E)=36.62 INV OUT (6" N)=36.59 ASPHALT ASPHALT ASPHALT 13.8' 1.7' 32.9' 1.6' 2.0' 4.4' 8.2' 1.6' 4.4' 22.4' 51.2' 8.3' 17.6' 19.9' 12.6' 45.2' 14.5' 7.2' 24.4' 8.2' 22.5' 8.2' 19.1' 13.1' 6.0' 19.8' 7.5' 12.3' 13.8' 11.4' 29.7' 14.9' 21.2' 15.9' 22.0' 30.3' 15.0' 52.9' 33.7' 27.8' 11.6' 6.8' 23.3' 6.2' 18.8' WATER MH TRANSFORMER SPRINKLER CONTROLLER STEPS WALK WALK WALK WALK WALK WALK L/S L/S L/S L/S L/S L/S L/S L/S L/S L/S L/S L/S L/S L/S CONCRETE WALK WALK WALK L/S L/S L/S WALK L/S L/S STEPS WALK WALK CONCRETE PATIO CONCRETE WALL SHED 2" DRAIN PIPES RAILROAD TIES CONCRETE CONCRETE COLUMN (TYPICAL) WOOD TRELLIS BUILDING OVERHANG (TYPICAL) PARK BENCH HANDICAP RAMP MONUMENT SIGN TRANSFORMER TELEPHONE BOX 43.9' 2.8' 28.0' 0.7' 0.1' 0.2' 7.9' L/S L/S TRASH ENCLOSURE BUILDING OVERHANG (TYPICAL) BUILDING OVERHANG (TYPICAL) 10' UTILITY EASEMENT (BOOK1964~PAGE 869) 30' ACCESS, UTILITY AND DRAINAGE EASEMENT (REC. NO. 93002187) 3.2' 2.8' STM MANHOLE RIM=40.82 INV IN (15" S)=37.47 INV OUT (15" E)=37.37 STM MH NOT LOCATED BY SURVEYOR STM GRATE NOT LOCATED BY SURVEYOR STM GRATE NOT LOCATED BY SURVEYOR SS MH RIM=5039.78 INV IN (8" S)=32.48 INV IN (8" W)=32.58 INV OUT (8" N)=32.38 ST MH RIM=5040.01 INV IN (15" S)=35.01 INV IN (15" W)=36.16 INV IN (15" E)=35.11 SS MH INV OUT (15" N)=34.96 RIM=44.47 INV IN (8" S)=36.37 INV OUT (8" N)=36.27 ST MH RIM=41.01 INV IN (12" W)=35.01 INV IN (15" S)=34.91 INV OUT (15" N)=34.86 DEMOLITION LEGEND ELIZABETH STREET USE CAUTION AROUND EXISTING GAS MAIN THE HUB COLORADO STATE 1415 W. ELIZABETH STREET FORT COLLINS, CO 80521 THE HUB - 1415 W. ELIZABETH STREET LOT 2, FAIRVIEW SHOPPING CENTER; AND LOT 2, POTT'S P.U.D., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. 3 OF 8 DEMOLITION PLAN ć Ĉ DEMOLITION NOTES DEMOLITION LEGEND Know what's below. Call before you dig. NORTH SITE ENGINEER LESLEY NETZER KIMLEY-HORN AND ASSOCIATES, INC. 4582 SOUTH ULSTER STREET SUITE 1500 DENVER, CO 80237 TEL: 630-487-5555 SURVEYOR JAMES S. DAVENPORT PARTNER ENGINEERING AND SCIENCE, INC. CAXTON BUILDING 812 HURON RD., SUITE 690 CLEVELAND, OH 44115 TEL: 440-987-1001 TRAFFIC ENGINEER CURTIS ROWE KIMLEY-HORN AND ASSOCIATES, INC. 4582 SOUTH ULSTER STREET SUITE 1500 DENVER, CO 80237 TEL: 303-228-2304 GEOTECHNICAL ENGINEER DAVID RICHER EARTH ENGINEERING CONSULTANTS, LLC 4396 GREENFIELD DRIVE WINDSOR, CO 80550 TEL: 970-545-3908 UTILITY CONTACTS: GAS TERRY STENCEL XCEL ENERGY TEL: (970) 225-7857 ELECTRIC TYLER SIEGMUND CITY OF FORT COLLINS LIGHT & POWER TEL: (970) 416-2772 CABLE DON KAPPERMAN COMCAST TEL: (970) 567-0425 TELECOMMUNICATIONS WILLIAM JOHNSON CENTURYLINK TEL: (970) 377-6401 WATER HEATHER McDOWELL CITY OF FORT COLLINS TEL: (970) 224-6065 WASTEWATER HEATHER McDOWELL CITY OF FORT COLLINS TEL: (970) 224-6065 STORMWATER HEATHER McDOWELL CITY OF FORT COLLINS TEL: (970) 224-6065 UTILITY PLANS FOR THE HUB - 1415 W. ELIZABETH STREET LOT 2, FAIRVIEW SHOPPING CENTER; AND LOT 2, POTT'S P.U.D., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. PROJECT BENCHMARKS: COVER SHEET CITY OF FORT COLLINS BM 20-97 AT THE SOUTHWEST CORNER OF WEST ELIZABETH AND CONSTITUTION AVE. ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 5050.15 FEET (NAVD 1988 DATUM). N SPRINGFIELD DR. CONSTITUTION AVE. PLUM ST. BENNETT RD. W. ELIZABETH ST. S. SHIELDS ST. COLORADO STATE UNIVERSITY CITY PARK AVE. PROJECT LOCATION Know what's below. Call before you dig. LARIMER COUNTY CANAL #2 NEW MERCER CANAL