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Home My WebLink AboutTHE HUB ON CAMPUS - PDP - PDP160038 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS1 OF 16 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 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 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 TWO STORY BRICK W/FRAME 648$5()((7 BUILDING HEIGHT: 28.3' 1415 WEST ELIZABETH STREET ASPHALT ASPHALT 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 TRANSFORMER SPRINKLER CONTROLLER STEPS 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 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 DEMOLITION LEGEND ³ ´ DEMOLITION NOTES LOT 2 FAIRVIEW SHOPPING CENTER TWO STORY BRICK W/FRAME 648$5()((7 BUILDING HEIGHT: 28.3' 1415 WEST ELIZABETH STREET ASPHALT ASPHALT 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 TRANSFORMER SPRINKLER CONTROLLER STEPS WALK WALK WALK L/S L/S L/S L/S L/S WALK PARK BENCH HANDICAP RAMP MONUMENT SIGN L/S L/S BUILDING OVERHANG (TYPICAL) L/S ADJACENT BUILDING 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 LEGEND GENERAL NOTES ELIZABETH STREET PRIVATE DRIVE PARKING GARAGE MIXED USE BUILDING FFE: 40.50 PARKING GARAGE FFE: 40.50 PROPOSED GARAGE FFE: 40.50 5 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. 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 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 ELIZABETH STREET THE HUB ON CAMPUS UTILITY ACCESS PLATES ELIZABETH STREET PRIVATE DRIVE PARKING GARAGE MIXED USE BUILDING FFE: 40.50 PARKING GARAGE FFE: 40.50 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS NORTH EROSION CONTROL SCHEDULE AND SEQUENCING: EROSION CONTROL LEGEND 7 OF 16 FINAL EROSION CONTROL PLAN Know what's below. Call before you dig. THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT 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 8 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. LOT 2 FAIRVIEW SHOPPING CENTER LOT 2, POTT'S P.U.D. 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=39.78 INV IN (8" S)=32.48 INV IN (8" W)=32.58 INV OUT (8" N)=32.38 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 ELIZABETH STREET PRIVATE DRIVE PARKING GARAGE MIXED USE BUILDING FFE: 40.50 PARKING GARAGE FFE: 40.50 AREA 1 AREA: 0.08 AC C-MINOR: 0.70 C-MAJOR: 0.88 PERVIOUS PAVERS AREA: 0.03 AC RUNON RATIO: 2.67 AREA 2 AREA: 0.31 AC C-MINOR: 0.64 C-MAJOR: 0.80 AREA 3 AREA: 0.03 AC C-MINOR: 0.42 C-MAJOR: 0.52 AREA 4 AREA: 0.68 AC C-MINOR: 0.91 C-MAJOR: 1.00 AREA 5 AREA: 0.22 AC C-MINOR: 0.71 C-MAJOR: 0.89 AREA 6 AREA: 0.54 AC C-MINOR: 0.83 C-MAJOR: 1.00 AREA 7 AREA: 0.05 AC C-MINOR: 0.79 C-MAJOR: 0.99 OFFSITE AREA: 0.02 AC C-MINOR: 0.15 C-MAJOR: 0.19 PERVIOUS PAVERS AREA: 0.12 AC RUNON RATIO: 2.58 PERVIOUS PAVERS AREA: 0.02 AC RUNON RATIO: 1.50 SAND FILTER AREA: 0.03 AC RUNON RATIO: 22.67 PERVIOUS PAVERS AREA: 0.09 AC RUNON RATIO: 2.44 BIOSWALE AREA: 0.06 AC RUNON RATIO: 9.00 DRAINAGE BASIN AREA (AC) IMPERVIOUS ELIZABETH STREET PRIVATE DRIVE PARKING GARAGE MIXED USE BUILDING FFE: 40.50 PARKING GARAGE FFE: 40.50 11 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 SCALE: 1" = 10' STORM STRUCTURE TABLE STORM STRUCTURE TABLE STORM STRUCTURE TABLE 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 MIXED USE BUILDING FFE: 40.50 PARKING GARAGE FFE: 40.50 PRIVATE DRIVE 12 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. STORM SEWER NOTES DRAINAGE LEGEND SANITARY STRUCTURE TABLE SANITARY STRUCTURE TABLE UTILITY NOTES UTILITY LEGEND SS MH RIM=38.88 INV IN (8" S)=31.10 INV IN (8" N)=31.70 INV OUT (8" E)=30.97 ELIZABETH STREET MIXED USE BUILDING FFE: 40.50 WATER STRUCTURE TABLE 13 OF 16 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS UTILITY PLAN (1 OF 2) NORTH Know what's below. Call before you dig. MATCHLINE - SEE SHEET 14 OF 16 UTILITY CROSSING LEGEND UTILITY LEGEND UTILITY NOTES 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 PRIVATE DRIVE PARKING GARAGE FFE: 40.50 SANITARY STRUCTURE TABLE WATER STRUCTURE TABLE THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS 14 OF 16 UTILITY PLAN (2 OF 2) NORTH Know what's below. Call before you dig. MATCHLINE - SEE SHEET 13 OF 16 UTILITY CROSSING LEGEND 15 OF 16 THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 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. 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" CONCRETE WHEEL STOP N.T.S. SANITARY/STORM CLEAN-OUT 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 16 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 AREA (AC) LANDSCAPED AREA (AC) PERVIOUS PAVERS (AC) CMINOR (C2, C10) CMAJOR (C100 = Cf*CMINOR) TC (MIN) Q2 (CFS) Q10 (CFS) Q100 (CFS) LID TECHNIQUE LID AREA (AC) RUNON RATIO (AC/AC) AREA 1 0.08 0.04 0.01 0.03 0.70 0.88 5.00 0.16 0.27 0.70 PERVIOUS PAVERS 0.03 2.67 AREA 2 0.31 0.13 0.06 0.12 0.64 0.80 5.00 0.57 0.97 2.47 PERVIOUS PAVERS 0.12 2.58 AREA 3 0.03 0.00 0.01 0.02 0.42 0.52 5.00 0.04 0.06 0.16 PERVIOUS PAVERS 0.02 1.50 AREA 4 0.68 0.65 0.03 0.00 0.91 1.00 5.00 1.77 3.03 6.77 SAND FILTER 0.03 22.67 AREA 5 0.22 0.11 0.02 0.09 0.71 0.89 5.00 0.45 0.76 1.95 PERVIOUS PAVERS 0.09 2.44 AREA 6 0.54 0.46 0.08 0.00 0.83 1.00 5.00 1.28 2.19 5.37 BIOSWALE 0.06 9.00 AREA 7 0.05 0.04 0.01 0.00 0.79 0.99 5.00 0.11 0.19 0.49 N/A N/A N/A OFFSITE 0.02 0.00 0.02 0.00 0.15 0.19 5.00 0.01 0.01 0.04 N/A N/A N/A TOTAL 1.93 1.43 0.24 0.26 0.80 1.00 N.A 4.38 7.49 17.94 N/A N/A N/A 10 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. ON-SITE TREATMENT BY LID REQUIREMENT POROUS PAVEMENT REQUIREMENT LID TABLE HUB ON CAMPUS FT. COLLINS x x x x x x x x x x 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 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 9 OF 16 EXISTING DRAINAGE PLAN NORTH Know what's below. Call before you dig. x x x x x x x x x x 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 (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: EROSION CONTROL NOTES FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS NORTH Know what's below. Call before you dig. 6 OF 16 INITIAL EROSION CONTROL PLAN EROSION CONTROL LEGEND EROSION CONTROL SCHEDULE AND SEQUENCING: BOTTOM=37.89 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 RIM=41.01 INV IN (12" W)=35.01 INV IN (15" S)=34.91 INV OUT (15" N)=34.86 STM MH RIM=40.85 INV IN (12" S)=36.10 INV IN (12" W)=35.85 INV OUT (12" E)=35.80 LOT 2, POTT'S P.U.D. SS MH RIM=44.39 INV IN (8" W)=36.04 INV IN (8" S)=36.14 INV OUT (8" E)=35.99 ASPHALT WATER MH WALK L/S L/S L/S SS MH RIM=44.47 INV IN (8" S)=36.37 INV OUT (8" N)=36.27 STM MANHOLE RIM=40.82 INV IN (15" S)=37.47 INV OUT (15" E)=37.37 RIM=40.85 INV IN (12" S)=36.10 INV IN (12" W)=35.85 INV OUT (12" E)=35.80 SS MH RIM=5045.17 INV IN (8" N)=5036.97 INV OUT (8")=5636.47 EXISTING TACO BELL ELIZABETH STREET PRIVATE DRIVE THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 Know what's below. THE HUB ON CAMPUS FORT COLLINS Call before you dig. NORTH 4 OF 16 DEMOLITION PLAN (2 OF 2) MATCHLINE - SEE SHEET 3 OF 16 HANDICAP RAMP MONUMENT SIGN TRANSFORMER TELEPHONE BOX L/S L/S TRASH ENCLOSURE BUILDING OVERHANG (TYPICAL) BUILDING OVERHANG (TYPICAL) 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 2" DRAIN PIPES ADJACENT BUILDING ADJACENT BUILDING ADJACENT BUILDING CONCRETE WALL WOOD TRELLIS BUILDING OVERHANG (TYPICAL) 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 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 DEMOLITION LEGEND ³ ´ DEMOLITION NOTES LOT 2, POTT'S P.U.D. SS MH RIM=44.39 INV IN (8" W)=36.04 INV IN (8" S)=36.14 INV OUT (8" E)=35.99 ASPHALT WATER MH WALK L/S L/S L/S SS MH RIM=44.47 INV IN (8" S)=36.37 INV OUT (8" N)=36.27 STM MANHOLE RIM=40.82 INV IN (15" S)=37.47 INV OUT (15" E)=37.37 RIM=40.85 INV IN (12" S)=36.10 INV IN (12" W)=35.85 INV OUT (12" E)=35.80 SS MH RIM=5045.17 INV IN (8" N)=5036.97 INV OUT (8")=5636.47 EXISTING TACO BELL ELIZABETH STREET PRIVATE DRIVE THE HUB ON CAMPUS FORT COLLINS FORT COLLINS, CO 80521 THE HUB ON CAMPUS FORT COLLINS 3 OF 16 DEMOLITION PLAN (1 OF 2) Know what's below. Call before you dig. NORTH MATCHLINE - SEE SHEET 4 OF 16 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. MAY 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 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