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Home My WebLink AboutTHE HUB ON CAMPUS - FDP - FDP180011 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS (5) THE 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 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 16 THE 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 FFE = 45.50 RETAIL USE FFE = 40.50 PROPOSED GARAGE FFE: 40.50 RESIDENTIAL LOBBY 6) FFE = 40.50 4 OF 16 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE 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 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS NORTH Know what's below. Call before you dig. 5 OF 16 INITIAL EROSION CONTROL PLAN EROSION CONTROL LEGEND EROSION CONTROL SCHEDULE AND SEQUENCING: ELIZABETH STREET PRIVATE DRIVE RESIDENTIAL BUILDING FFE = 45.50 RETAIL USE FFE = 40.50 PROPOSED GARAGE FFE: 40.50 RESIDENTIAL LOBBY FFE = 40.50 ELIZABETH STREET PRIVATE DRIVE RESIDENTIAL BUILDING FFE = 45.50 RETAIL USE FFE = 40.50 PROPOSED GARAGE FFE: 40.50 RESIDENTIAL LOBBY FFE = 40.50 UTILITY ACCESS PLATES THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS NORTH EROSION CONTROL LEGEND 6 OF 16 FINAL EROSION CONTROL PLAN Know what's below. Call before you dig. EROSION CONTROL SCHEDULE AND SEQUENCING: THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS 7 OF 16 EROSION CONTROL NOTES AND 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 MEDIA 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. FILTREXX SOXX (12" WATER FLOW TYPICAL) OR EQUAL FILTREXX SOXX (12" TYPICAL) OR EQUAL 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 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 FFE = 45.50 RETAIL USE FFE = 40.50 RESIDENTIAL LOBBY FFE = 40.50 AREA 1 AREA: 0.11 AC C-MINOR: 0.66 C-MAJOR: 0.82 AREA 3 AREA: 0.35 AC C-MINOR: 0.90 C-MAJOR: 1.00 AREA 9 AREA: 0.47 AC C-MINOR: 0.78 C-MAJOR: 0.97 PRIVATE DRIVE: 0.07 AC C-MINOR: 0.84 C-MAJOR: 1.00 OFFSITE AREA: 0.08 AC C-MINOR: 0.25 C-MAJOR: 0.31 AREA 8 AREA: 0.07 AC C-MINOR: 0.49 C-MAJOR: 0.62 AREA 5 AREA: 0.41 AC C-MINOR: 0.89 C-MAJOR: 1.00 AREA 4 AREA: 0.18 AC C-MINOR: 0.71 C-MAJOR: 0.88 AREA 2 AREA: 0.12 AC C-MINOR: 0.75 C-MAJOR: 0.94 RAIN GARDEN 1 WQv: 515 CF RAIN GARDEN 2 WQv: 533 CF RAIN GARDEN 3 WQv: 480 CF DRAINAGE BASIN AREA (AC) IMPERVIOUS AREA (AC) LANDSCAPED AREA (AC) PERVIOUS PAVERS (AC) CMINOR (C2, C10) 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 FFE = 45.50 RETAIL USE FFE = 40.50 PROPOSED GARAGE FFE: 40.50 RESIDENTIAL LOBBY 6) FFE = 40.50 10 OF 16 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE 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' STORM STRUCTURE TABLE STORM STRUCTURE TABLE STORM STRUCTURE TABLE 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 11 OF 16 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS STORM SEWER PLAN NORTH Know what's below. Call before you dig. DRAINAGE LEGEND STORM SEWER NOTES UTILITY NOTES UTILITY LEGEND ELIZABETH STREET PRIVATE DRIVE 6) MIXED USE BUILDING FFE = 40.50 RESIDENTIAL BUILDING FFE = 45.50 PARKING GARAGE FFE = 40.50 SANITARY STRUCTURE TABLE SANITARY STRUCTURE TABLE WATER STRUCTURE TABLE 12 OF 16 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS UTILITY PLAN NORTH UTILITY CROSSING LEGEND 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 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS 13 OF 16 CROSS SECTION PROFILE PLAN CURB-CURB PAVERS B-B N.T.S. CURB-BUILDING PAVERS C-C N.T.S. WATER PROFILE 1 N.T.S. WATER PROFILE 2 N.T.S. WATER PROFILE 3 N.T.S. UPTOWN PROFILE A-A N.T.S. DETENTION VAULT SECTION D-D N.T.S. DETENTION VAULT SECTION E-E PLAZA COLUMN TO STORM SECTION N.T.S. N.T.S. 14 OF 16 THE 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. 15 OF 16 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 CONSTRUCTION DETAILS BEDDING REQUIRMENTS WW-1 SERVICE WYE DETAIL WW-9 STANDARD MANHOLE WW-3 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 OUTLET CONTROL STRUCTURE D9 N.T.S. THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 16 OF 16 CONSTRUCTION DETAILS RIP RAP DETAIL N.T.S. 4' DIA. DROP MANHOLE AND DROP CONNECTION N.T.S. HANDRAIL AT RAMP N.T.S. ZERO CURB TRANSITION N.T.S. SIDEWALK AND SIDEWALK RAMPS N.T.S. 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 0.18 0.09 0.02 0.07 0.71 0.88 5.00 AREA 5 0.41 0.38 0.03 0.00 0.89 1.00 5.00 AREA 6 0.02 0.00 0.00 0.02 0.55 0.69 5.00 AREA 7 0.05 0.02 0.00 0.03 0.71 0.89 5.00 AREA 8 0.07 0.01 0.02 0.04 0.49 0.62 5.00 AREA 9 0.47 0.37 0.10 0.00 0.78 0.97 5.00 PRIVATE DRIVE 0.07 0.06 0.01 0.00 0.84 1.00 5.00 OFFSITE 0.08 0.01 0.07 0.00 0.25 0.31 5.00 TOTAL 1.93 1.39 0.30 0.24 0.78 0.97 N.A 9 OF 16 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 PROPOSED DRAINAGE PLAN NORTH DRAINAGE LEGEND Know what's below. Call before you dig. HUB ON CAMPUS FT. COLLINS x x x x x x x x x x 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 0.18 0.07 2.57 AREA 6 0.02 0.02 1.00 AREA 7 0.05 0.03 1.67 AREA 8 0.07 0.04 1.75 RAIN GARDEN DRAINAGE BASIN AREA (AC) WQv VOL REQUIRED (CF) 1 AREA 3 0.35 445 2 AREA 5 0.41 511 3 AREA 9 0.47 465 DRAINAGE AREA COEFFICIENTS AND RUNOFF VALUES PERVIOUS PAVERS RUN-ON RATIO CALCULATIONS RAIN GARDEN WATER QUALITY CALCULATIONS 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 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 DRAINAGE LEGEND THE HUB ON CAMPUS FORT COLLINS 8 OF 16 EXISTING DRAINAGE PLAN NORTH Know what's below. Call before you dig. x x x x x x x x x x 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 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 ELIZABETH STREET EXISTING TACO BELL PRIVATE DRIVE WALK L/S L/S L/S L/S TRASH ENCLOSURE THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS 3 OF 16 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 THE 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. MARCH 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 NVGD29 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 16 COVER SHEET 2 OF 16 GENERAL NOTES 3 OF 16 DEMOLITION PLAN 4 OF 16 DIMENSION CONTROL AND PAVING PLAN 5 OF 16 INITIAL EROSION CONTROL PLAN 6 OF 16 FINAL EROSION CONTROL PLAN 7 OF 16 EROSION CONTROL NOTES AND DETAILS 8 OF 16 EXISTING DRAINAGE PLAN 9 OF 16 PROPOSED DRAINAGE PLAN 10 OF 16 GRADING PLAN 11 OF 16 STORM SEWER PLAN 12 OF 16 UTILITY PLAN 13 OF 16 CROSS SECTION PROFILE PLAN 14 OF 16 CONSTRUCTION DETAILS 15 OF 16 CONSTRUCTION DETAILS 16 OF 16 CONSTRUCTION DETAILS 1 OF 16