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HomeMy WebLinkAboutTHE HUB ON CAMPUS - FDP - FDP180011 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANS‹ HUB ON CAMPUS FORT 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 EEC PROJECT NO.: 1162060 DATE: 09/20/2016 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 PROJECT TEAM: OWNER CHAD MATESI CORE FORT COLLINS 1415 ELIZABETH, LLC 1643 W. MILWAUKEE AVENUE, 5TH FLOOR 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 21 ‹ HUB ON CAMPUS FORT 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 ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT 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 LEGEND GENERAL NOTES ELIZABETH STREET PRIVATE DRIVE RESIDENTIAL BUILDING B FFE = 45.50 BUILDING A RETAIL USE FFE = 40.50 PROPOSED GARAGE FFE: 40.50 RESIDENTIAL LOBBY “6) FFE = 40.50 4 OF 21 ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS DIMENSION CONTROL AND PAVING PLAN NORTH Know what's below. Call before you dig. KEY NOTES TRANSFORMER SPRINKLER CONTROLLER TRANSFORMER TELEPHONE BOX 2" DRAIN PIPES 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 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 PRIVATE DRIVE ELIZABETH STREET ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS NORTH Know what's below. Call before you dig. 5 OF 21 INITIAL EROSION CONTROL PLAN EROSION CONTROL LEGEND EROSION CONTROL SCHEDULE AND SEQUENCING: ELIZABETH STREET PRIVATE DRIVE RESIDENTIAL BUILDING B FFE = 45.50 BUILDING A RETAIL USE FFE = 40.50 PROPOSED GARAGE FFE: 40.50 RESIDENTIAL LOBBY FFE = 40.50 ELIZABETH STREET PRIVATE DRIVE RESIDENTIAL BUILDING B FFE = 45.50 BUILDING A RETAIL USE FFE = 40.50 PROPOSED GARAGE FFE: 40.50 RESIDENTIAL LOBBY FFE = 40.50 UTILITY ACCESS PLATES ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS NORTH EROSION CONTROL LEGEND 6 OF 21 FINAL EROSION CONTROL PLAN Know what's below. Call before you dig. EROSION CONTROL SCHEDULE AND SEQUENCING: ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS 7 OF 21 EROSION CONTROL NOTES AND DETAILS Mobilization Demolition Grading CITY OF FORT COLLINS EROSION CONTROL NOTES Utilities Installation Flat work Installation Vertical Installation Landscape Demobilization 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: EROSION CONTROL NOTES LOT 2 FAIRVIEW SHOPPING CENTER LOT 2, POTT'S P.U.D. 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 EX1 AREA: 0.63 AC C-MINOR: 0.81 C-MAJOR: 1.00 EX4 AREA: 0.05 AC C-MINOR: 0.79 ELIZABETH STREET PRIVATE DRIVE RESIDENTIAL BUILDING B FFE = 45.50 BUILDING A RETAIL USE FFE = 40.50 RESIDENTIAL LOBBY FFE = 40.50 9 OF 21 ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 PROPOSED DRAINAGE PLAN NORTH DRAINAGE LEGEND Know what's below. Call before you dig. AREA 1 AREA: 0.11 AC C-MINOR: 0.66 C-MAJOR: 0.82 HUB ON CAMPUS FT. COLLINS AREA 3 AREA: 0.35 AC C-MINOR: 0.90 C-MAJOR: 1.00 AREA 9 AREA: 0.45 AC C-MINOR: 0.77 C-MAJOR: 0.97 AREA 12 AREA: 0.10 AC C-MINOR: 0.79 C-MAJOR: 0.99 AREA 13 AREA: 0.01 AC C-MINOR: 0.55 C-MAJOR: 0.69 x x x x x x x x x x AREA 8 AREA: 0.09 AC C-MINOR: 0.51 C-MAJOR: 0.63 AREA 5 AREA: 0.41 AC C-MINOR: 0.89 C-MAJOR: 1.00 AREA 4 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 ELIZABETH STREET PRIVATE DRIVE RESIDENTIAL BUILDING B FFE = 45.50 BUILDING A RETAIL USE FFE = 40.50 PROPOSED GARAGE FFE: 40.50 RESIDENTIAL LOBBY “6) FFE = 40.50 10 OF 21 ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS GRADING PLAN GRADING NOTES NORTH GRADING LEGEND Know what's below. Call before you dig. PARKWAY GRADING DETAIL SCALE: 1" = 10' RAMP GRADING DETAIL 1 SCALE: 1" = 10' RAMP GRADING DETAIL 3 SCALE: 1" = 10' RAMP GRADING DETAIL 2 SCALE: 1" = 10' 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 RETAIL USE FFE = 40.50 RESIDENTIAL LOBBY FFE = 40.50 PARKING GARAGE FFE = 40.50 RESIDENTIAL BUILDING FFE = 45.50 STORM STRUCTURE TABLE STORM STRUCTURE TABLE STORM STRUCTURE TABLE 11 OF 21 ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS STORM SEWER PLAN NORTH Know what's below. Call before you dig. STORM SEWER NOTES DRAINAGE LEGEND UTILITY NOTES UTILITY LEGEND 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=44.47 INV IN (8" S)=36.37 INV OUT (8" N)=36.27 SS MH RIM=5045.17 INV IN (8" N)=5036.97 INV OUT (8")=5636.47 ELIZABETH STREET PRIVATE DRIVE “6) MIXED USE BUILDING A FFE = 40.50 RESIDENTIAL BUILDING B FFE = 45.50 PARKING GARAGE FFE = 40.50 WATER STRUCTURE TABLE 12 OF 21 ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS UTILITY PLAN NORTH STRUCTURE D4 TO EX-ST1 HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' MATCHLINE - SEE PROFILE BELOW MATCHLINE - SEE PROFILE ABOVE STRUCTURE EX-ST14 TO D1 HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS 13 OF 21 STORM SEWER PROFILES STRUCTURE D12 TO D3 HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' STRUCTURE D20 TO D13 HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' DETENTION OUTFALL STRUCTURE D11 TO D9 HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS 14 OF 21 STORM SEWER PROFILES STRUCTURE EX-SS3 TO S1 HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' MATCHLINE - SEE PROFILE BELOW MATCHLINE - SEE PROFILE ABOVE STRUCTURE EX-SS10 TO S5 HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' BUILDING B WEST CONNECTION (S17) HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' BUILDING A NORTH CONNECTION (S13) HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' BUILDING A CENTER CONNECTION (S14) HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' BUILDING A SOUTH CONNECTION (S15) HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' BUILDING B EAST CONNECTION (S16) HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS 15 OF 21 SANITARY SEWER PROFILES WATER MAIN PROFILE 1 2-INCH WATER SERVICE - BUILDING A HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' WATER MAIN PROFILE 2 4-INCH WATER SERVICE - BUILDING A HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' WATER MAIN PROFILE 3 6-INCH FIRE SERVICE - BUILDING A HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' WATER MAIN PROFILE 4 4-INCH WATER SERVICE - BUILDING B HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' WATER MAIN PROFILE 5 6-INCH FIRE SERVICE - BUILDING B HORIZONTAL SCALE: 1" = 20' | VERTICAL SCALE: 1" = 5' ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS 16 OF 21 WATER SERVICE PROFILES 2' 2'-6" 3' 1'-6" 2' 3' EXST. 15" STORM PIPE FINISHED GRADE STONE VENEER PRECAST CONCRETE CAP CAST IN PLACE CONCRETE FOOTING 12' BUILDING FACE ELEVATED PLAZA 4'-3" WIDTH TRENCH BOX OR BRACING/SHORING PER OSHA STANDARDS © HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS 17 OF 21 CROSS SECTION PROFILE PLAN CURB-CURB PAVERS B-B 1" = 5' CURB-BUILDING PAVERS C-C 1" = 5' UPTOWN PROFILE A-A N.T.S. DETENTION VAULT SECTION D-D 1" = 10' DETENTION VAULT SECTION E-E 1" = 10' PLAZA COLUMN TO STORM SECTION N.T.S. DETENTION VAULT SECTION F-F 1" = 10' DETENTION VAULT SECTION G-G 1" = 10' DETENTION VAULT SECTION H-H 1" = 10' 18 OF 21 ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 CONSTRUCTION DETAILS 6" CURB & 12" GUTTER N.T.S. ASPHALTIC PAVEMENT SECTION N.T.S. CONCRETE PAVEMENT SECTION N.T.S. CONCRETE SIDEWALK N.T.S. STANDARD 30X30 RED STOP SIGN "J" 30"x30" ɕ STANDARD SIGN BASE N.T.S. 6" BOLLARD DETAIL N.T.S. 6" CURB & 24" GUTTER N.T.S. ZERO CURB TRANSITION N.T.S. ASPHALT MILLING AND REPLACEMENT (1.5") CROSS SECTION N.T.S. SIDEWALK AND SIDEWALK RAMPS N.T.S. BUTT JOINT N.T.S. 19 OF 21 ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 SANITARY AND WATER DETAILS BEDDING REQUIRMENTS WW-1 SERVICE WYE DETAIL WW-9 STANDARD MANHOLE WW-3 ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 20 OF 21 STORM SEWER DETAILS 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 © HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 21 OF 21 STORM SEWER DETAILS OUTLET CONTROL STRUCTURE D9 1" = 2' SECTION A-A 1" = 2' AREA: 0.17 AC C-MINOR: 0.71 C-MAJOR: 0.89 AREA 2 AREA: 0.12 AC C-MINOR: 0.75 C-MAJOR: 0.94 DRAINAGE BASIN AREA (AC) PERVIOUS PAVERS (AC) RUN-ON RATIO AREA 1 0.11 0.04 2.75 AREA 2 0.12 0.04 3.00 AREA 4 0.17 0.06 2.83 AREA 6 0.02 0.01 2.00 AREA 7 0.02 0.02 1.00 AREA 8 0.09 0.06 1.50 AREA 13 0.01 0.01 1.00 Total 0.54 0.24 2.25 RAIN GARDEN DRAINAGE BASIN AREA (AC) WQv VOL REQUIRED (CF) RAIN GARDEN VOL (CF) 1 AREA 3 0.35 448 520 2 AREA 5 0.41 509 515 3 AREA 9 0.45 433 433 Total N.A. 1.21 1390 1468 DRAINAGE AREA COEFFICIENTS AND RUNOFF VALUES PERVIOUS PAVERS RUN-ON RATIO CALCULATIONS RAIN GARDEN WATER QUALITY CALCULATIONS RAIN GARDEN 1 WQv: 520 CF RAIN GARDEN 2 WQv: 515 CF RAIN GARDEN 3 WQv: 433 CF AREA 11 AREA: 0.02 AC C-MINOR: 0.15 C-MAJOR: 0.19 DRAINAGE BASIN AREA (AC) IMPERVIOUS AREA (AC) LANDSCAPED AREA (AC) PERVIOUS PAVERS (AC) CMINOR (C2, C10) CMAJOR (C100 = Cf*CMINOR) TC (MIN) AREA 1 0.11 0.05 0.02 0.04 0.66 0.82 5.00 AREA 2 0.12 0.07 0.01 0.04 0.75 0.94 5.00 AREA 3 0.35 0.33 0.02 0.00 0.90 1.00 5.00 AREA 4 0.17 0.09 0.02 0.06 0.71 0.89 5.00 AREA 5 0.41 0.38 0.03 0.00 0.89 1.00 5.00 AREA 6 0.02 0.01 0.00 0.01 0.75 0.94 5.00 AREA 7 0.02 0.00 0.00 0.02 0.55 0.69 5.00 AREA 8 0.09 0.01 0.02 0.06 0.51 0.63 5.00 AREA 9 0.45 0.35 0.10 0.00 0.77 0.97 5.00 AREA 10 0.03 0.01 0.02 0.00 0.42 0.52 5.00 AREA 11 0.02 0.00 0.02 0.00 0.15 0.19 5.00 AREA 12 0.10 0.08 0.02 0.00 0.79 0.99 5.00 AREA 13 0.01 0.00 0.00 0.01 0.55 0.69 5.00 OFFSITE 0.03 0.00 0.03 0.00 0.15 0.19 5.00 TOTAL 1.93 1.38 0.31 0.24 0.77 0.96 N.A OFFSITE AREA: 0.03 AC C-MINOR: 0.15 C-MAJOR: 0.19 C-MAJOR:0.99 ELIZABETH STREET PRIVATE DRIVE EX2 AREA: 0.13 AC C-MINOR: 0.95 C-MAJOR: 1.00 EX3 AREA: 0.25 AC C-MINOR: 0.89 C-MAJOR: 1.00 EX5 AREA: 0.14 AC C-MINOR: 0.95 C-MAJOR: 1.00 OFFSITE 1 AREA: 0.02 AC C-MINOR: 0.15 C-MAJOR:0.19 OFFSITE 2 AREA: 0.01 AC C-MINOR: 0.95 C-MAJOR:1.00 OFFSITE 3 AREA: 0.02 AC C-MINOR: 0.55 C-MAJOR:0.69 OFFSITE 4 AREA: 0.33 AC C-MINOR: 0.83 C-MAJOR: 1.00 OFFSITE 5 AREA: 0.35 AC C-MINOR: 0.90 C-MAJOR: 1.00 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) OUTLET POINT EX1 0.63 0.52 0.11 0.81 1.00 5.00 1.45 2.49 6.27 EXISTING STORM GRATE EX2 0.13 0.13 0.00 0.95 1.00 5.00 0.35 0.60 1.29 BUILDING ROOF EX3 0.25 0.23 0.02 0.89 1.00 5.00 0.63 1.08 2.49 EXISTING STORM GRATE EX4 0.05 0.04 0.01 0.79 0.99 5.00 0.11 0.19 0.49 EXISTING STORM GRATE EX5 0.14 0.14 0.00 0.95 1.00 5.00 0.38 0.65 1.39 BUILDING ROOF OFFSITE 1 0.02 0.00 0.02 0.15 0.19 5.00 0.01 0.01 0.04 OFFSITE - SOUTH OFFSITE 2 0.01 0.01 0.00 0.95 1.00 5.00 0.03 0.05 0.10 OFFSITE - WEST OFFSITE 3 0.02 0.01 0.01 0.55 0.69 5.00 0.03 0.05 0.14 OFFSITE - WEST OFFSITE 4 0.33 0.28 0.05 0.83 1.00 5.00 0.78 1.33 3.28 OFFSITE - NORTH OFFSITE 5 0.35 0.33 0.02 0.90 1.00 5.00 0.90 1.54 3.48 OFFSITE STORM GRATE - EAST TOTAL 1.93 1.69 0.24 0.85 1.00 N/A 4.68 7.99 18.97 ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 DRAINAGE LEGEND HUB ON CAMPUS FORT COLLINS 8 OF 21 EXISTING DRAINAGE PLAN NORTH Know what's below. Call before you dig. x x x x x x x x x x L/S L/S TRASH ENCLOSURE BUILDING OVERHANG (TYPICAL) BUILDING OVERHANG (TYPICAL) L/S 2" DRAIN PIPES ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING CONCRETE WALL WOOD TRELLIS BUILDING OVERHANG (TYPICAL) ADJACENT BUILDING AREA UNDER CONSTRUCTION MONUMENT SIGN DRIVE THRU SIGN CHASE ACCESS SPEED BUMP TRASH ENCLOSURE AREA OBSTRUCTED EXISTING TACO BELL PRIVATE DRIVE ELIZABETH STREET WALK L/S L/S L/S L/S TRASH ENCLOSURE ‹ HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 HUB ON CAMPUS FORT COLLINS 3 OF 21 DEMOLITION PLAN Know what's below. NORTH Call before you dig. DEMOLITION DETAIL 1" = 10' DEMOLITION NOTES ³ ´ DEMOLITION LEGEND 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 HUB ON CAMPUS FORT 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. MAY 2018 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 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'. 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 Sheet List Table Sheet Number Sheet Title 1 OF 21 COVER SHEET 2 OF 21 GENERAL NOTES 3 OF 21 DEMOLITION PLAN 4 OF 21 DIMENSION CONTROL AND PAVING PLAN 5 OF 21 INITIAL EROSION CONTROL PLAN 6 OF 21 FINAL EROSION CONTROL PLAN 7 OF 21 EROSION CONTROL NOTES AND DETAILS 8 OF 21 EXISTING DRAINAGE PLAN 9 OF 21 PROPOSED DRAINAGE PLAN 10 OF 21 GRADING PLAN 11 OF 21 STORM SEWER PLAN 12 OF 21 UTILITY PLAN 13 OF 21 STORM SEWER PROFILES 14 OF 21 STORM SEWER PROFILES 15 OF 21 SANITARY SEWER PROFILES 16 OF 21 WATER SERVICE PROFILES 17 OF 21 CROSS SECTION PROFILE PLAN 18 OF 21 CONSTRUCTION DETAILS 19 OF 21 SANITARY AND WATER DETAILS 20 OF 21 STORM SEWER DETAILS 21 OF 21 STORM SEWER DETAILS 1 OF 21