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HomeMy WebLinkAboutTHE HUB ON CAMPUS - PDP - PDP160038 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANS1 OF 12 ‹ HUB ON CAMPUS FT. COLLINS 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 REVISED: 02/07/2017 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. 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 SITE ENGINEER 2 OF 12 ‹ HUB ON CAMPUS FT. COLLINS FORT COLLINS, CO 80521 GENERAL NOTES Know what's below. Call before you dig. ² ² TWO STORY FRAME SPLIT LEVEL W/WALKOUT 648$5()((7“ BUILDING HEIGHT: 34.5' 1415 WEST ELIZABETH STREET LOT 2 FAIRVIEW SHOPPING CENTER LOT 2, POTT'S P.U.D. TWO STORY BRICK W/FRAME 648$5()((7“ BUILDING HEIGHT: 28.3' 1415 WEST ELIZABETH STREET 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 SS MH RIM=40.02 INV.IN (6" E)=32.32 INV IN (6" W)=32.17 INV IN (8" S)=32.12 INV.OUT (8" N)=32.07 SS MH RIM=38.88 INV IN (8" S)=31.10 INV IN (8" N)=31.70 INV OUT (8" E)=30.97 ASPHALT ASPHALT 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' ELIZABETH STREET PRIVATE DRIVE LOT 1, FAIRVIEW SHOPPING CENTER LOT 1, DIAMOND SHAMROCK CORNER STORE SUBDIVISION L/S L/S ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING AREA UNDER CONSTRUCTION MIXED USE BUILDING PARKING GARAGE 4 OF 12 ‹ HUB ON CAMPUS FT. COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FT. COLLINS DIMENSION CONTROL AND PAVING PLAN GENERAL NOTES NORTH Know what's below. Call before you dig. LEGEND TRANSFORMER SPRINKLER CONTROLLER TRANSFORMER TELEPHONE BOX 2" DRAIN PIPES ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING AREA UNDER CONSTRUCTION STM INLET RIM=41.17 INV (4" W)=39.34 BOTTOM=37.89 STM MH RIM=39.23 INV IN (12" W)=34.88 INV IN (15" S)=34.45 INV OUT (15" E)=34.38 STM GRATE GRATE=5939.05 INV (4" SE)=5938.36 FULL OF SILT 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")=34.4 STM MANHOLE RIM=40.82 INV IN (15" S)=37.47 INV OUT (15" E)=37.37 STM MH NO EVIDENCE FOUND ST MH RIM=40.01 INV IN (15" S)=35.01 INV IN (15" W)=36.16 INV IN (15" E)=35.11 INV OUT (15" N)=34.96 ST MH RIM=41.01 INV IN (12" W)=35.01 INV IN (15" S)=34.91 INV OUT (15" N)=34.86 STM AREA DRAIN GRATE=38.32 INV IN (6" E)=36.62 INV OUT (6" N)=36.59 STM MH RIM=40.85 INV IN (12" S)=36.10 L/S L/S ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING AREA UNDER CONSTRUCTION ELIZABETH STREET PRIVATE DRIVE PARKING GARAGE UPTOWN PLAZA REDEVELOPMENT (REFERENCE ONLY) COMPACTOR ROOM FFE: 39.00 MIXED USE BUILDING FFE: 40.50 ‹ HUB ON CAMPUS FT. COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FT. COLLINS NORTH EROSION CONTROL NOTES EROSION CONTROL LEGEND EROSION CONTROL SCHEDULE AND SEQUENCING: 6 OF 12 FINAL EROSION CONTROL PLAN Know what's below. Call before you dig. ‹ HUB ON CAMPUS FT. COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FT. COLLINS Minimum 30-mil HDPE Impervious Membrane (Required for Building Protection) 12" Ponding Depth Minimum 12" Thick Layer of Bioretention Sand Media (see Bioretention Sand Media Specification from City of Fort Collins) Minimum 6" Thick Layer of Pea Gravel Diaphragm Minimum 8" Thick Layer of CDOT No. 4 Aggregate Minimum 4" Perforated PVC Pipe (Optional Depending on Underlying Soil Conditions) Water Surface Minimum CDOT No. 4 Aggregate Above and Below PVC Pipe Parking/Building Undisturbed Soil Overflow Structure 7 OF 12 EROSION CONTROL NOTES & DETAILS 2" X 2" X 36" WOODEN STAKES (OR SANDBAGS WHEN ON PAVEMENT) PLACED 5' O.C. SECTION PLAN NOTES: 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS. 2. FILTER MEDIA FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. 12" MIN BLOWN/PLACED FILTER MEDIAŒ WORK AREA AREA TO BE PROTECTED WORK AREA AREA TO BE PROTECTED 2" X 2" X 36" WOODEN STAKES (OR SANDBAGS WHEN ON PAVEMENT) PLACED 5' O.C. ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING AREA UNDER CONSTRUCTION STM MH RIM=39.23 INV IN (12" W)=34.88 INV IN (15" S)=34.45 INV OUT (15" E)=34.38 ST MH RIM=41.01 INV IN (12" W)=35.01 INV IN (15" S)=34.91 INV OUT (15" N)=34.86 STM AREA DRAIN GRATE=38.32 INV IN (6" E)=36.62 INV OUT (6" N)=36.59 STM MH RIM=40.85 INV IN (12" S)=36.10 INV IN (12" W)=35.85 INV OUT (12" E)=35.80 ELIZABETH STREET PRIVATE DRIVE PARKING GARAGE UPTOWN PLAZA REDEVELOPMENT (REFERENCE ONLY) STORM STRUCTURE TABLE 8 OF 12 © HUB ON CAMPUS FT. COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FT. COLLINS PROPOSED DRAINAGE PLAN NORTH DRAINAGE LEGEND Know what's below. Call before you dig. DRAINAGE BASIN AREA (AC) IMPERVIOUS AREA (AC) PERVIOUS AREA (AC) CMINOR (C2, C10) CMAJOR (C100 = Cf*CMINOR) TC (MIN) Q2 (CFS) Q10 (CFS) Q100 (CFS) LID TECHNIQUE AREA 1 0.08 0.03 0.05 0.45 0.56 10.00 0.08 0.14 0.35 PERVIOUS PAVERS AREA 2 0.44 0.35 0.09 0.79 0.98 10.00 0.76 1.31 3.34 BIOSWALE 1 FFE: 40.50 FFE: 40.50 PRIVATE DRIVE ELIZABETH STREET FFE: 40.50 FFE: 40.50 COMPACTOR ROOM FFE: 39.00 PARKING GARAGE 9 OF 12 ‹ HUB ON CAMPUS FT. COLLINS FORT COLLINS, CO 80521 GRADING PLAN GRADING NOTES NORTH GRADING LEGEND Know what's below. Call before you dig. PARKWAY GRADING DETAIL SCALE: 1" = 10' SS MH RIM=44.39 INV IN (8" W)=36.04 INV IN (8" S)=36.14 INV OUT (8" E)=35.99 SS MH RIM=38.88 INV IN (8" S)=31.10 INV IN (8" N)=31.70 INV OUT (8" E)=30.97 CONCRETE WALK L/S L/S SS MH RIM=44.47 INV IN (8" S)=36.37 INV OUT (8" N)=36.27 ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING AREA UNDER CONSTRUCTION ELIZABETH STREET PRIVATE DRIVE FFE: 40.50 FFE: 40.50 FFE: 40.50 SANITARY STRUCTURE TABLE 10 OF 12 © HUB ON CAMPUS FT. COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FT. COLLINS UTILITY PLAN NORTH ≥ UTILITY NOTES UTILITY LEGEND Know what's below. Call before you dig. UTILITY CROSSING LEGEND 11 OF 12 ‹ HUB ON CAMPUS FT. COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FT. COLLINS 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. STANDARD 30X30 RED STOP SIGN "J" 30"x30" 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 Pavers Edge Restraint 1 8" Hand-Tight Joints Perforated PVC Pipe Sub-drain (Optional Depending on Underlying Soil Conditions) Undisturbed Soil Swale Topsoil PERVIOUS PAVERS CROSS SECTION N.T.S. CURB CUT N.T.S. CONCRETE WHEEL STOP N.T.S. Minimum 8" Thick Layer of CDOT No. 4 Aggregate Minimum 4" Perforated PVC Pipe (Optional Depending on Underlying Soil Conditions) Minimum 30-mil HDPE Impervious Membrane (Required for Building Protection) 12" Ponding Depth Minimum 12" Thick Layer of Bioretention Sand Media (see Bioretention Sand Media Specification from City of Fort Collins) Minimum 6" Thick Layer of Pea Gravel Diaphragm Parking/Building Water Surface Minimum CDOT No. 4 Aggregate Above and Below PVC Pipe Undisturbed Soil Overflow Structure 12 OF 12 ‹ HUB ON CAMPUS FT. COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FT. COLLINS CONSTRUCTION DETAILS BEDDING REQUIRMENTS WW-1 SERVICE WYE DETAIL WW-9 STANDARD MANHOLE WW-3 AREA 3 0.40 0.34 0.06 0.83 1.04 10.00 0.73 1.25 3.20 BIOSWALE 2 AREA 4 0.39 0.25 0.14 0.66 0.83 10.00 0.57 0.98 2.50 PERVIOUS PAVERS AREA 5 0.56 0.45 0.11 0.79 0.99 10.00 0.99 1.69 4.30 BIOSWALE 3 OFFSITE 1 0.07 0.07 0.00 0.95 1.00 10.00 0.14 0.24 0.52 N/A OFFSITE 2 0.05 0.00 0.05 0.16 0.20 10.00 0.02 0.03 0.08 N/A OFFSITE 3 0.03 0.03 0.00 0.95 1.19 10.00 0.06 0.11 0.28 N/A OFFSITE 4 0.02 0.02 0.00 0.95 1.19 10.00 0.04 0.07 0.18 N/A TOTAL 2.04 1.54 0.50 0.75 0.94 10.00 3.40 5.82 14.85 AREA 5 AREA: 0.56 AC C-VALUE: 0.79 ON-SITE TREATMENT BY LID REQUIREMENT POROUS PAVEMENT REQUIREMENT LID TABLE OFFSITE 1 AREA: 0.07 AC C-VALUE: 0.95 BIOSWALE 3 AREA: 0.05 AC RUNON RATIO: 10.0 BIOSWALE 1 AREA: 0.04 AC RUNON RATIO: 10.0 BIOSWALE 2 AREA: 0.04 AC RUNON RATIO: 9.00 OFFSITE 2 AREA: 0.05 AC C-VALUE: 0.16 AREA 4 AREA: 0.39 AC C-VALUE: 0.66 AREA 2 AREA: 0.44 AC C-VALUE: 0.79 AREA 3 AREA: 0.40 AC C-VALUE: 0.83 AREA 1 AREA: 0.08 AC C-VALUE: 0.45 PERVIOUS PAVERS AREA: 0.03 AC RUNON RATIO: 1.67 PERVIOUS PAVERS AREA: 0.10 AC RUNON RATIO: 2.9 OFFSITE 4 AREA: 0.02 AC C-VALUE: 0.95 OFFSITE 3 AREA: 0.03 AC C-VALUE: 0.95 FILTREXXŠ SOXXŒ (12" TYPICAL) OR WATER FLOW EQUAL FILTREXXŠ SOXXŒ (12" TYPICAL) OR EQUAL CITY OF FORT COLLINS EROSION CONTROL NOTES Mobilization Demolition Grading Utilities Installation Flat work Installation Vertical Installation Landscape Demobilization (Construction Phases) Best Management Practices (BMPs) Structural "Installation" Silt Fence Barriers* Contour Furrows (Ripping / Disking) Sediment Trap / Filter Vehicle Tracking Pad* Flow Barriers (Wattles)* Inlet Filter Bags* Any prior inlets that could use protecting Rock Bags* Any prior inlets that could use protecting Terracing Stream Flow Diversion* Rip Rap Collecting Asphalt / Concrete Saw Cutting Waste *All BMPs to be Removed once Construction is Complete. Vegetative Temporary Seeding Planting Any time the site will sit dorment longer than 30 Days. Mulching/Sealant Any time the site will sit dorment longer than 30 Days. Permanent Seeding Planting Sod Installation Rolled Products : Netting/Blankets/Mats Any time the site will sit dorment longer than 30 Days. Other: INV IN (12" W)=35.85 INV OUT (12" E)=35.80 ELIZABETH STREET PRIVATE DRIVE ‹ HUB ON CAMPUS FT. COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FT. COLLINS NORTH Know what's below. Call before you dig. 5 OF 12 INITIAL EROSION CONTROL PLAN EROSION CONTROL NOTES EROSION CONTROL LEGEND 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 SHED RAILROAD TIES CONCRETE CONCRETE COLUMN (TYPICAL) PARK BENCH HANDICAP RAMP MONUMENT SIGN TRANSFORMER TELEPHONE BOX 43.9' 28.0' 0.7' 0.1' 0.2' 7.9' L/S L/S TRASH ENCLOSURE BUILDING OVERHANG (TYPICAL) BUILDING OVERHANG (TYPICAL) 3.2' 2.8' L/S L/S SS MH RIM=39.78 INV IN (8" S)=32.48 INV IN (8" W)=32.58 INV OUT (8" N)=32.38 WATER MH RIM=38.43 INV THRU=33.45 BOTTOM=33.03 SS MH RIM=44.47 INV IN (8" S)=36.37 INV OUT (8" N)=36.27 2.8' 2" DRAIN PIPES ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING COCCRETE WALL WOOD TRELLIS BUILDING OVERHANG (TYPICAL) ADJACENT BUILDING AREA UNDER CONSTRUCTION STM INLET RIM=41.17 INV (4" W)=39.34 BOTTOM=37.89 STM MH RIM=39.23 INV IN (12" W)=34.88 INV IN (15" S)=34.45 INV OUT (15" E)=34.38 STM GRATE GRATE=5939.05 INV (4" SE)=5938.36 FULL OF SILT 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")=34.4 STM MANHOLE RIM=40.82 INV IN (15" S)=37.47 INV OUT (15" E)=37.37 STM MH NO EVIDENCE FOUND ST MH RIM=40.01 INV IN (15" S)=35.01 INV IN (15" W)=36.16 INV IN (15" E)=35.11 INV OUT (15" N)=34.96 ST MH RIM=41.01 INV IN (12" W)=35.01 INV IN (15" S)=34.91 INV OUT (15" N)=34.86 STM AREA DRAIN GRATE=38.32 INV IN (6" E)=36.62 INV OUT (6" N)=36.59 STM MH RIM=40.85 INV IN (12" S)=36.10 INV IN (12" W)=35.85 INV OUT (12" E)=35.80 ELIZABETH STREET PRIVATE DRIVE ‹ HUB ON CAMPUS FT. COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FT. COLLINS 3 OF 12 DEMOLITION PLAN ć Ĉ DEMOLITION NOTES DEMOLITION LEGEND Know what's below. Call before you dig. NORTH 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 HUB ON CAMPUS FT. COLLINS LOT 1, CORE FORT COLLINS SUBDIVISION SITUATED IN THE NORTHWEST 1 4 OF THE SOUTHEAST 1 4 OF SECTION 15, TOWNSHIP 7 NORTH RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. FEBRUARY 2017 PROJECT BENCHMARKS: COVER SHEET PROJECT DATUM: NAVD88 BENCHMARK #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) PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NVGD29 UNADJUSTED DATUM IS REQUIRED FRO ANY PURPOSE THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.02'. 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